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<br />--- - -- - - --
<br />
<br />3740
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<br /><Xl HORIZONTAL CONTROL INFORMATION
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<br /> POINT NORTlfING EASTI NG .!l.'E~IlCE ,..i!.:,
<br /> ----- ----.
<br /> 75+58.98 14799.37 103763.94
<br /> 3829.46
<br /> 113+88.44 16098.26 107366.39
<br /> 468.26
<br /> 118+56.70 15789.76 107718.66
<br /> 305.24
<br /> 121 +61. 94 15488.09 107672 .12
<br /> 47.55
<br /> 122+09.49 15446.00 107650.00
<br /> 15.10
<br /> 122+24.59 15430.90 107650.00
<br />
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<br />lV17 LF EXISTIN~ 4'xll' CONCRET
<br />\ / BOX CULIJERT, MISE ENDS OF
<br />I. BOX PS REQ'D W (;,""8"
<br />',~' / TREATED TIMBE.R~ ANCHORE.D
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<br />CONTRACTOR SHALL
<br />PROTE.CT EXISTIN~
<br />WELL
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<br />BEARING
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<br /> VERTICAL CONTROL INFORMATION
<br />POINT ELEYATIlW DISTANCE, FT. SLOPE, 'l.
<br /> --
<br />66+09.03 3728.42
<br /> 3579.97 -0.180
<br />101+89.00 3721.98
<br /> 4417 .68 -0.090
<br />146+06.68 3718.00
<br />
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<br />N 70-10-23 E
<br />
<br />S 48-47-23 E
<br />S 8-46-12 II
<br />S 27-43-25 II
<br />
<br />CURVE DATA: DEFL. ANGLE = 68-20-03
<br />TAN LENGTH = 162.90
<br />MC LENGTll = 286.24
<br />RADIUS = 240.00
<br />
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<br />CONTRACTOR SHALL
<br />REMOVE J>,LL TRE.ES
<br />SOUTHWEST OF DITCH
<br />
<br />S 00-00-00 E
<br />
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<br />TREATIN~ POLE J>,ND
<br />RESETTINCi ANCHORS
<br />BY OTHERS
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<br />125+10.83 15207.86 107801.39
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<br />1(;, LF EXI5TIN~ ~.2.' x~' CONCRETE
<br />BOX CULVERTg RAISE ENDS OF BOX
<br />f:6 REQ'D W ~"" 8" TREATED
<br />TIMBERS AN HORED TO BOX
<br />
<br />2.- 2.4" ~ TREES
<br />
<br />STA 117.70
<br />ACCESS DRIVE OVER LE\JEE
<br />SEE DETAIL, SHE.ET ~
<br />ROAD EASE. BY OTHERS
<br />
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<br />STA 108+72.
<br />ACCESS DRIVE O\JER LEVEE
<br />SEE DETAIL, SHEET ~
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<br />CONSTRUCTION LIMITS
<br />, , STA 114+00 TO STA 125+00
<br />41' )
<br />120+00 0
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<br />CONSTRUCTION Llf"IlTS
<br />STA ~5"'OO TO ST~ 11"1.00
<br />
<br />CORN
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />FENCE REMOVAL AND
<br />RE.PLACEMENT BY OTHERS
<br />STA ~5tOO TO 5TI'\ lOB +72
<br />
<br />ROAD BASE ON TOP Of
<br />LEVEE. BY OTHERS
<br />
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<br />
<br />PLAN
<br />
<br />Scale: 1 n= 100'
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<br />IS OSO N
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<br />IS OSO N
<br />
<br /> 725.00
<br /> /TOP OF LEVEE
<br /> I
<br /> 720.00
<br /> -- -------- --------- -------- -------- ----------- LEXI5TIN~ ~ROUND
<br /> 715.00 - f..----- -
<br /> ------- -
<br /> ----- -- ---------
<br /> 710.00
<br />OESIGN SLOPE -0,18% -0.0 %
<br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 0
<br /> ~ ~ 0 ~ 0 ~ ~ 0 ~ 0 ~ 0 ~ ~
<br /> 0 0 c:i 0 0 0 N 0 0 0 0 c:i 0 0
<br />STATION 0 lD ~ lD ~ lD r-- :; lD 0 II) 0 II) 0
<br /> + + + + + + + + + + + + +
<br /> II) II) co 0 M II) co ~ M II) r-- 0 N II)
<br /> m m m 0 0 0 0 ~ ~ ~ ~ N N N
<br /> ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
<br /> N ~ lD ~ r-- II) lD II) N 0 r-- II) N 0
<br /> N ~ ~ N co lD M ~ ~ co ~ <: ~ ~
<br />TOP OF LEVEE ELEV. M M N N ~ N ~ N 0 0 0 0 0 m
<br /> N N N N N N N N N N N ~
<br /> r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r--
<br /> N N lD ~ r-- lD r-- 0 ~ r-- N co r--
<br /> II) ~ ~ ~ r-: ': ~ ~ ~ 0 ~ ~ m r-:
<br />GND. SURFACE ELEV. w lD lD lD lD lD II) II) ~ ~ ~ M N N
<br /> ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
<br /> r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r-- r--
<br />
<br />PROFILE
<br />Scale: 1"=100' HOR,
<br />1"=100' VERT.
<br />
<br />
<br />
<br />SOUTH PLATTE LEVEE AND
<br />JETTY IMPROVEMENTS
<br />
<br />REVISIONS
<br />NO. DA T ~ BY K'D, DESCRIPTION
<br />
<br />PLAN AND PROFILE
<br />ST A 95+00 TO ST A 125+00
<br />
<br />MULLER ENGINEERING COMPANY, INe.
<br />
<br />CONSULTING ENGINEE.~
<br />. 7000 WEST FOlJRTEENTH AVENUE
<br />L<\KEWCXJD, COlORADO B02lS
<br />(303) 232-9340
<br />
<br />TOWN OF CROOK,
<br />COLORADO
<br />
<br />DE$ICONED JTW
<br />....- OFT/PRO
<br />
<br />OAT[ OCT.,1987
<br />.MC.
<br />
<br />OHW<Cl D.l.NCl. 8708
<br />SCAu: AS SHOWN SHEET L OF 15
<br />
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