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<br />6723 <br /> <br />iii'IlIlV"." '"",'",~,'''~'. <br /> <br />2' <br /> <br /> <br /> <br />3710 <br /> <br /> "I <br /> s' A 234+88.2 I <br /> i <br /> FILL ARI A = 0 sq f , <br /> I <br /> CUT AR A = 20 sq ft , <br /> I ! <br />". <br /> "- I') <br />>- 00 I to <br />~ ~ ~ ~ <br />N to <br />0,: ~ 0 <br />::J I'- 0 I'- <br />Ul I') I') ~ <br /> -- '\ / <br /> ~33' 1 1 V <br /> ~ ~~- r--- 5' / <br /> 1~~ ;~j I <br /> 2.5 <br /> 4 <br /> 50 70 90 <br /> <br />i <br />. <br />~ <br />, <br />. <br />f . ; <br />I <br />i <br />, <br />, <br />... <br />., <br /> <br />3710 <br /> <br />3714 <br /> <br />STA 220+ 6.24 <br />FILL AREA = 0 q ft <br />CU AREA = 12 sq ft <br /> <br /> <br /> <br /> <br />3706 <br /> <br />>-00 <br />~~ <br />o,:~ <br />::JI'- <br />Ull') <br /> <br />~ <br /> <br />6' <br /> <br />~ <br /> <br />, <br />I <br /> <br />~ <br /> <br />3702 <br />30 <br /> <br />10 <br /> <br /><t <br />119 + 97.44 <br /> <br />10 <br /> <br />30 <br /> <br />Cl 50 <br />220 + 36. 24 <br /> <br />70 <br /> <br />90 <br /> <br />3706 <br />30 <br /> <br />10 <br /> <br /><t <br />135+12.47 <br /> <br />10 <br /> <br />30 Cl <br />234 +88.24 <br /> <br />! <br />, <br />, <br />* <br />I <br /> <br />3710 <br /> <br />ST A 215 39.33 <br />FI L AREA = sq ft <br />UT AREA = 31 sq ft <br /> <br />/ <br /> <br />/--- <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />3706 <br />30 <br /> <br />33' <br /> <br /> <br />30 <br /> <br />5' <br /> <br /> <br />70 <br /> <br />90 <br /> <br />3708 <br /> <br /> 12' <br /> I I ----- <br /> / \ -- <br /> I <br /> 1 \ / <br /> I <br /> ~p' / <br />I <br />l I / 1 <br />FENCE ~r\ r- 6'- r- 6'- <br /> I <br /> >- 10 I;;) 1 \ 0> / <br /> ~ ~ I 0 <br /> to ~ () ~ V 2.5 STI 209+85.27 <br /> I- 0 <br /> 0,:0 0 0 I'- FILL ARE, = 0 sq ft <br /> ::JI'- I"- <br /> Ull') !<) I') CUT ARE t' = 152 sq t <br /> -l 2.5 1\ I J <br /> '... <br /> 27.5' \ 1/ <br /> \.. MA1NTI NANCE \ <br /> ROAD I <br /> I <br /> ~ P 50 70 90 <br /> 10 <br /> <br /> <br />10 <br /> <br />~ <br />125+96.53 <br /> <br />10 <br /> <br />5' <br /> <br />, <br />. <br />1 <br />1 <br />, <br /> <br />3704 <br /> <br />Cl <br />225 +66.34 <br /> <br />SCALE <br /> <br />AS SHOWN <br /> <br />TOWN OF CROOK, COLORADO <br /> <br />Cl <br />209 + 85.27 <br /> <br />Greeley. Colorado <br />Grand Junction, Colorado <br />Rlverton. Wyoming <br />Provo, Utah <br />Tempe, Arizona <br /> <br />11-115 DRAWING IS <br />THE PROPER1Y OF <br />ARIX. AND IS NOT <br />TO BE REPRODUCED. <br />MODIFIED OR USED <br />FOR ANY 011-lER <br />PROJECT OR EXITN- <br />SlON OF llilS PRO- <br />JECT EXCEPT BY <br />AGREEMENT Wl11-I <br />SAID COMPANY. <br /> <br />DRAWN RJL <br /> <br />CHECKED JDA <br /> <br />APPROVED GWB <br /> <br />SUB-DRAIN AND FLOOD CONTROL <br />IMPROVEMENTS <br /> <br />3700 <br />30 <br /> <br />10 <br /> <br /><t <br />109+98.59 <br /> <br />iA2JD~~ <br /> <br /> <br />A Division of Verser. Inc. <br /> <br />DATE 1/13/90 <br />PROJECT NO. ~062.0L <br /> <br />DITCH CROSS SECTIONS <br /> <br />14/ <br />/14 <br />