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<br />p.1. STA. 162 + 27,43
<br />= STA. 62+37.94 SURVEY
<br />~=040 38'20" LT.
<br />N,100,056.952
<br />E,198,850.681
<br />40,00' OFFSET TO i ADH,
<br />GERALD a ~
<br />'-EDITH RAUTH
<br />
<br />
<br />SCALE: I" = 100'
<br />
<br />100,000
<br />
<br />DO NOT DISTURB FENCE
<br />ON SOUTH SIDE OF DITCH
<br />
<br />3702
<br />
<br />3700
<br />
<br />3698
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<br />~'.-------:"""---~~-______---- ~ ._,~ P.LSTA.150+89.87
<br />__ -' _ ",.. --- ~ ...-"-' = STA. 51 +03.54 SURVEY
<br />-- -- ~ ~ ~= 19052'40" RT.
<br />----;.......------- ~-- ~
<br />__ ~ N.100,038,202
<br />E, 99,988,087
<br />38.00' 0 FFSET ( TO t. ADH, )
<br />
<br />
<br />o
<br />~ SECTION 1I,T.ION.,R49W.
<br />GERALD a EDITH A. RAUTH-i~
<br />
<br />STA.158+44 TO STA.165+00
<br />TRAPEZOID DITCH WITH
<br />MAINTENANCE ROAD ON
<br />NORTH SIDE - DETAIL 3
<br />
<br />STA. I 8+44 TO STA. 165+00
<br />CONS RUCT 656 L,F. OF 4 STRAN
<br />BARB D WIRE FENCE 45' RT. OF
<br />DITCH CENTERLINE, CONNECT TO
<br />EXIST NG FENCE AT STA, 158+44
<br />16' WI E GATE AT STA, 158 +44
<br />
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<br />45' PERMANENT EASEMENT
<br />25' CONSTRUCTI N EASEMENT
<br />
<br />ROAD
<br />
<br />
<br />><
<br />
<br />I "w
<br />S. 860 18 20 '
<br />
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<br />APPROXIMATE It =
<br />SOUTH TOE OF DITCH
<br />25' PERMANENT EASEMENT
<br />
<br />o
<br />o 70' PERMANENT
<br />+ EASEMENT
<br />It)
<br />~
<br />
<br />MONTY a JOYCE ANDERSON
<br />r
<br />I
<br />
<br /><t
<br />l-
<br />(/)
<br />
<br />SURVEY P.1. S A. 62 + 14,84
<br />N, 100,018.524
<br />E, 198,876,313
<br />B.M,3
<br />
<br />-----------*
<br />~/
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<br />
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<br />BENCHMARK 3: TOP OF 5/8" REINFORCE ROD AT FENCE
<br />30' SOUTH OF EXISTING DITCH WEST SIDE
<br />OF ANDERSON PROPERTY.
<br />ELEVATION 3701.48
<br />
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<br />
<br />TRAPEZOID DITCH - DETAIL 3
<br />656,OOLF.' (Q) O~14% .
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<br />
<br />SECTION 12, T. 10 N" R,49 W,
<br />
<br />,--WICKMAN FARMS INC.~
<br />
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<br />,
<br />
<br />STA. 136+00 TO STA, 154+50+
<br />CONSTRUCT 1,850 LF ! OF 4 STRAND
<br />BARBED WIRE FENCE 25' RT. OF DITCH
<br />CENTERLINE, CONNECT TO EXISTING
<br />FENCE AT STA. 154+501
<br />
<br />STA. 136+00 TO STA. 150+90
<br />TRAPEZOID DITCH - DETAIL 2
<br />
<br />STA, 150+90 TO STA. 157 + 74
<br />TRAPEZOID DITCH - DET IL 3
<br />
<br />STA.143+47
<br />RELOCATE EXISTING TELEPHONE PEDESTAL
<br />AND CABLE. WORK BY HAXTUN TELE,
<br />
<br />STA. 158 +09
<br />DEMOLISH EXISTING BRIDGE
<br />CONSTRUCT 70 L F. OF DOU BLE
<br />66" CMP CULVERT, 1.7' COVER
<br />INV, EL IN = 3693,68
<br />INV EL OUT = 3693.58
<br />RECONSTRUCT GRAVEL ROAD WITH
<br />8" THICKNESS OF CDOH CLASS 6
<br />AGGR, BASE COURSE MATERIAL
<br />
<br />.,---"
<br />
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<br />EASEMENT
<br />
<br />CONNECT TO EXISTING FENCE
<br />
<br />
<br />EXISTING DITCH
<br />
<br />(s(
<br />
<br />N, 89003' 20" W.
<br />
<br />Jr
<br />
<br />155
<br />..
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<br />.
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<br />
<br />'''\
<br />
<br />_ SURVEY
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<br />\.-
<br />8.M,2
<br />
<br />,
<br />100 U.P.R,R., R,O.w
<br />
<br />... '
<br />
<br />SURVEY P.1. STA. 50 + 91
<br />A= 190 52 40 RT.
<br />N. 100,000
<br />E,200,OOO
<br />
<br />BENCHMARK 2: N.G,S. MONUMENT U-442 49' SOUTHEAST
<br />OF SOUTH RAIL U,P.R,R, 16' SOUTHEAST
<br />OF M.P. 29, ELEVATION 3697.73
<br />
<br />BENCHMARK I; P. K, IN PAVEMENT NORTH SIDE OF
<br />U,S.138 NEAR STA. 37+00
<br />ELEVATION 3699.27
<br />
<br /><t ROAD EL, 3700.83
<br />
<br />3702
<br />
<br />DEMOLISH EXISTING BRIDGE
<br />RECONSTRUCT GRAVEL ROAD
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<br />-____--'--~TOP OF NORTH BANK
<br />--
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<br />----_____~EXISTING DITCH INVERT
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<br />
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<br />
<br />~. 'f 3,4=
<br />
<br />70.00 L.F OF DOUBLE 66"CMP CULVERT
<br />o 0.14%
<br />
<br />TRAPEZOID DITCH - DETAIL 3
<br />,0 684.13 L.F. (0)0.14%
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<br />
<br />L7~~DI3:
<br />
<br />A Division of Versar, Inc.
<br />
<br />SCALE VERT: I" = 2'
<br />HORIZ,: 1"=100
<br />
<br />DIlAWN J. T,
<br />CHECKED J.O,A,
<br />APPROVED G. P. B.
<br />
<br />SUB-DRAIN AND FLOOD CONTROL
<br />IMPROVEMENTS
<br />
<br />TOWN OF CROOK, COLORADO
<br />
<br />THIS DRAWING IS
<br />THE PROPEHTY OF
<br />ARIX, AND IS NOT
<br />TO BE REPRODUCED,
<br />1\10DIFIEO OR USED
<br />ron ANY OTHU-i
<br />PROJECT OR EXTEN
<br />SION OF THIS PRO.
<br />JEeT EXCEPT BY
<br />AGREEMENT WITH
<br />SAID COMPANY.
<br />
<br />DITCH PLAN AND PROFILE
<br />
<br />
<br />GI eeley, Colorado
<br />Grand Junction. Colorado
<br />Riverton, Wyoming
<br />Provo, Utah
<br />Tempe, Arizona
<br />
<br />DATE JUNE , 1990
<br />
<br />PROJECT NO 9062,00
<br />
<br />...
<br />
|