|
CP -HOT
<br />SET t4 REBAR
<br />W1 ALUM.
<br />N -125 842.43CAP
<br />E- 3190075.96
<br />ELEV= 4931.50
<br />\ \� 10.00' SHOULDER
<br />TYPPICCAALL. ISECTION
<br />' STA = 1 +81.18
<br />OFFSET = 82.00 LT EdP
<br />70' EDP RADIUS POINT N =l;
<br />e- 90'01'17' E =3190220.98
<br />ELEV= 4935.10 \
<br />STOP SIGN RI-1 A
<br />-N 254681 72 - - - CLEARING AND
<br />STA - 2 +83.51
<br />N =1254838.83
<br />E =3190232.16
<br />ELEV - 4931.351 TO EXISTING
<br />i E =3190192.99 GRUBBING LIMITS '• "•^ e>89'59'57"
<br />/ REMOVE & DISPOSE
<br />/ EXISTING FENCE \ :.ks . .::� REMOVE &DISPOSE
<br />N- 1254688.87 300'1 OF
<br />E- 3190177. i7 \ \�?��•::_ EXISTING FENCE
<br />/ \ / 2' SHOULDER y ? j 2' SHOULDER .�
<br />II'� // \� / TYPICAL �" / ^`� TYPICAL -
<br />` -x -- . �r L•.. ,J `' -x -- x--- x -� -x -- x -x-
<br />�r i
<br />- 1f-- •-�-1( - _ -fix -- X--- X--- X- - -X --• - X- �. •�t '•�Lj ..;v _..-
<br />_� - - - _ - - - - 'i:i e��•(,�Y:7.!i i�''I,,• s5j,4' Vie. ,
<br />dHO
<br />_ - _ _ .`T•�'• a _.
<br />e x 1S
<br />v
<br />8
<br />�� `.3'YY'�f+ • ':� � '.. ,:Y. iL i�•••..
<br />: '
<br />DEPTH
<br />(IN)
<br />ENO ROADWAY t ALIGNMENT
<br />14OTMIX ASPHALT PAVEMENT
<br />(GRADE S)
<br />19.570
<br />4'
<br />170
<br />AGGEGATE BASE COARSE
<br />(COOT CLASS 6)
<br />STA - 2+18.09
<br />6'
<br />310
<br />FILL
<br />22, 130
<br />VARIES
<br />N =1254774.85
<br />- - -dHO -- - -4
<br />°m
<br />u
<br />ENO EDP
<br />N
<br />N
<br />E- 3190425.45
<br />Q
<br />y
<br />_4937 --
<br />- 1254786.50
<br />-
<br />-
<br />ELEV 4931.611 TO EXISTING
<br />-4935 = -- _-- - -
<br />=
<br />1r = = =�C =-
<br />s
<br />_
<br />�x
<br />-- z - - -X-
<br />_ _
<br />-_- - - - -
<br />ELEV = 4933.44
<br />ROAD t GRAOEBREAK
<br />BEGIN ROADWAY t ALI6NMENT
<br />TIE TO EXISTIING
<br />m
<br />mm
<br />STA = 1 +86 -17
<br />STA - 1 +00.00
<br />N- 1254666.89
<br />ROAD t GRAOEBREAK
<br />E =3190151.52
<br />N_1254742.93
<br />E- 3190285.54
<br />STA - 1+86.15
<br />ELEV- 4937.95
<br />E =3190233.63
<br />425.66
<br />EDP PC
<br />N- 1254741.48
<br />PLANT AREA
<br />ELEV -49
<br />N-i 7724-•��
<br />E- 3190232.94
<br />--
<br />r
<br />ELEV- 4935.17
<br />�OESIGNATEO
<br />E- 3190437.78
<br />-
<br />ELEV- 4933.02
<br />EDP PC
<br />14- 1254706.57
<br />STA a 1+51 . 15 A
<br />Q CLEARING AND
<br />E =3190245.22 _
<br />GRMING LIMITS
<br />ELEV- 4935.70
<br />40' EDP RADIUS POINT EDP PC
<br />"`
<br />"
<br />STA - 1+67
<br />y:
<br />e089'59'45' N- 1254707.77
<br />,;
<br />OFFSET = 5.
<br />E- 3190413.89,
<br />,
<br />'' ==
<br />"`
<br />40' EDP RAI
<br />STA = 1+51.09 ELEV =4933.35
<br />a °90.10'56
<br />,A
<br />OFFSET 52.00
<br />40' EOP RADIUS POINT
<br />a
<br />FREMOVE & DIE
<br />i E =3190192.99 GRUBBING LIMITS '• "•^ e>89'59'57"
<br />/ REMOVE & DISPOSE
<br />/ EXISTING FENCE \ :.ks . .::� REMOVE &DISPOSE
<br />N- 1254688.87 300'1 OF
<br />E- 3190177. i7 \ \�?��•::_ EXISTING FENCE
<br />/ \ / 2' SHOULDER y ? j 2' SHOULDER .�
<br />II'� // \� / TYPICAL �" / ^`� TYPICAL -
<br />` -x -- . �r L•.. ,J `' -x -- x--- x -� -x -- x -x-
<br />�r i
<br />- 1f-- •-�-1( - _ -fix -- X--- X--- X- - -X --• - X- �. •�t '•�Lj ..;v _..-
<br />_� - - - _ - - - - 'i:i e��•(,�Y:7.!i i�''I,,• s5j,4' Vie. ,
<br />dHO
<br />_ - _ _ .`T•�'• a _.
<br />e x 1S
<br />v
<br />-.- ' �sZ - - -W - -� - \ -- 7
<br />7
<br />�� `.3'YY'�f+ • ':� � '.. ,:Y. iL i�•••..
<br />: '
<br />DEPTH
<br />(IN)
<br />CU.YOS.
<br />14OTMIX ASPHALT PAVEMENT
<br />(GRADE S)
<br />19.570
<br />4'
<br />170
<br />AGGEGATE BASE COARSE
<br />(COOT CLASS 6)
<br />16,755
<br />6'
<br />310
<br />FILL
<br />22, 130
<br />VARIES
<br />P10 ---
<br />- - -dHO -- - -4
<br />°m
<br />u
<br />a
<br />Z
<br />N
<br />N
<br />b
<br />Q
<br />y
<br />_4937 --
<br />- -_ --
<br />-
<br />-
<br />-4935 = -- _-- - -
<br />=
<br />1r = = =�C =-
<br />s
<br />_
<br />�x
<br />-- z - - -X-
<br />_ _
<br />-_- - - - -
<br />- - -
<br />TIE TO EXISTING
<br />BEGIN ROADWAY t ALI6NMENT
<br />TIE TO EXISTIING
<br />m
<br />mm
<br />N- 1254665.85
<br />STA - 1 +00.00
<br />N- 1254666.89
<br />E =3190151.52
<br />N- 1254655.33
<br />E- 3190285.54
<br />O
<br />ELEV- 4937.95
<br />E =3190233.63
<br />ELEV -4936.16
<br />ELEV- 4936.97
<br />ui
<br />0
<br />0
<br />Cu
<br />0
<br />W)
<br />m
<br />v
<br />N
<br />I
<br />u
<br />0
<br />C
<br />O
<br />s
<br />W
<br />S
<br />C)
<br />O
<br />J
<br />d
<br />0
<br />LO
<br />0
<br />Cu
<br />L
<br />v
<br />m
<br />m
<br />Y
<br />O
<br />a
<br />L)
<br />w.
<br />0
<br />0
<br />i
<br />Q
<br />0
<br />MATERIAL 9UANTmES
<br />MATERIAL
<br />AREA (SF)
<br />DEPTH
<br />(IN)
<br />CU.YOS.
<br />14OTMIX ASPHALT PAVEMENT
<br />(GRADE S)
<br />19.570
<br />4'
<br />170
<br />AGGEGATE BASE COARSE
<br />(COOT CLASS 6)
<br />16,755
<br />6'
<br />310
<br />FILL
<br />22, 130
<br />VARIES
<br />P10 ---
<br />VERTICAL DATUM:
<br />BENCHMARK ;ALL ELEVATIONS SHOWN HEREON
<br />ARE BASED ON AN ELEVATION TAKEN FROM NGS R 260•
<br />A 3.25' BRASS CAP SET IN CONC.SW OF THE INT. OF A
<br />DIRT ROAD AND THE U.P. RAILROAD, 1' +/- OF MARKER
<br />POST.
<br />ELEV- 4952.19
<br />HORIZONTAL DATUM:
<br />COLORADO STATE PLANE COORDINATES NAB
<br />83(1992) DATUM. HORIZONTAL CONTROL BASED UPON
<br />OGS DESIGNATION U85 MP237 -85 RT.
<br />N-1.253.152.91 E -3, 191, 165.22
<br />COORDINATES REFERENCE:
<br />CP -HOT
<br />N - 1254842.43
<br />E - 3190075.95
<br />SET 04 REBAR W/ 2" ALUM. CAP
<br />CP -COLD
<br />N - 1254752.67
<br />E - 3190847.34
<br />SET M4 REBAR W/ 2' ALUM. CAP
<br />PROVIDE EROSION CONTROL
<br />SEEDING NOTES ON SHEET
<br />FROM THE ROMAD SHOULOER
<br />THE EXiISTING GROU
<br />SEEVOIN
<br />FROM
<br />TYPICAL ROAD SECTIONS
<br />t
<br />I
<br />12'
<br />N 211 iYP. EX TYP. iv
<br />7 • 71
<br />t
<br />12' 1 12•
<br />24' ACCESS LANE
<br />2% TYP. 2% TYP,
<br />.. .e.
<br />E= 3190478.17
<br />ELEV -4933.47 3:1
<br />-V - -,_ SLOPE
<br />NOTE: SEE SHEET C -2.1 FOR SIGNAGE AND STRIPING PLAN
<br />\ N.,
<br />\
<br />\ �� \
<br />FIELD ROAD
<br />I /1
<br />-" II
<br />\ 1
<br />\ � � •� \ \\ \ /! CP -COLD i 1
<br />P 49114000'006 � 1 \`� J \\ !! I �4ALU1�� C�
<br />RITTENIOM DONALD L 4 SUZANNE \ \ ! N- 1254752.07
<br />2
<br />iL W
<br />W
<br />Z
<br />Ix
<br />W�F
<br />Zn O
<br />V
<br />U
<br />a- W Z U
<br />E3 Vg
<br />..
<br />12446 WR B E- 31908474
<br />tNEtD G0lAMTY GO EDP TRANSITION \\ �\ ELEV =4931. 4
<br />N =1254687. w W
<br />E =3190734.500 9 \� / z
<br />ELEV =4932.72 \ + w (� w
<br />CATTLE / \\ \ / u cc
<br />GUARD I o Q.
<br />COORDINATE RELOCATION OF COORDINATE RELOCATION OF / // \ G \4,
<br />EXISTING QHP LINES &POLES EXI5tIN6 OHP LINES &POLES -�! o
<br />W/ LIMITED POWER AND N/ LIMITED POWER AND // \ \ \ L) `
<br />LAFARGE NORTH AMERICA LAFARGE NORTH AMERICA / \ \ \� L o
<br />- -_ -_ -- - -- - -- -- -- -x - - -x --x - - -x= -_-rte _ - - - `= _ - 0 $ a
<br />+: it
<br />r,' ^ ' `�'.••^t; 3 � .••r%,'µ .•e s�:•• I: i'R Ktr.. ,.i t-:.o�•' .- ' : i'�irt ,`. _"..":` ` 9�e 1r, ; F; � at•r... r ' ^ t- .r ,. i •: - M�' - 0 N w ea,. - - - -: dH
<br />•.
<br />,'t, r < � n �.i .s,�:Y. �, 1`__na rte. .. • r. T^ -r r "v 1. r +.�..•• rt' -k "'
<br />•Ire •! `.�r .�a •1 -M1v •J J
<br />:'i'`�.'y''�'•i'3*SC!`_J+.� ^'�, tit' Si,e ���:.' iyCdc� ;;A�;•,a;�,s:.�;�;:G,:.,�,se a�;; i:,��;-,y;�;,fa•.e:n'- ,r�.v�.: • rS- ,..�``:``t','�••LS.:��.:u � m
<br />E DECELERATION LANE 155'11' OF TAPER• � m
<br />RTE�ID�G�OUMM ROAD 6 - - - - - - - - - - - a
<br />- -- -- ---__6 - _---------------------
<br />BEGIN ROADWAY t ALIGNMENT
<br />STA - 1 +00.00
<br />N =1254656.76
<br />E- 3190426,22
<br />ELEV =4934.43
<br />EXISTING TRUCK
<br />ENTRANCE SIGN
<br />ON CONTROL PER
<br />ON SHEET
<br />SHOULDER TOS
<br />EXISTING
<br />BOUNDARY
<br />SECTION LINE
<br />- - - RIGHT OF MAY
<br />- - - - - - - PROPERTY LINE
<br />EASEMENT
<br />- - - - - - - EDGE OF ASPHALT
<br />CENTERLINE
<br />��- - DITCH FLOWLINE
<br />- -- OH? - - -' OVERHEAD POWER
<br />X- - X- FENCE
<br />4750 --- INDEX CONTOUR
<br />- - INTERMEDIATE CONTOUR
<br />PROVIDE EROSION CONTROL PER
<br />SEEDING NOTES ON SHEET C -S
<br />FROM THE ROAD SHOULDER TO
<br />THE EXISTING GROUND.
<br />M' • �\ " •
<br />EXISTING STI
<br />AHEAD SII
<br />TIE TO
<br />3.18
<br />1.12
<br />3.09
<br />��- BOUNDARY
<br />RIGHT OF MAY
<br />PROPERTY LINE
<br />- - - - - - - EASEMENT
<br />EDGE OF ASPHALT
<br />- CENTERLINE
<br />® CULVERT
<br />...... . ...... GRADE BREAK LINE
<br />- ' 4750' - INDEX CONTOUR
<br />INTERMEDIATE CONTOUR
<br />PER Permit #: 14 -
<br />Class: ea , so
<br />TS
<br />p From: I e .
<br />Doc. Name: ,
<br />Doc. Date (if no
<br />Inspection Date_
<br />- 01 o Confidental ?: N
<br />SECTION CORNER
<br />0
<br />FOUND PIN
<br />SET PIN
<br />-�
<br />SIGN
<br />36
<br />COORDINATE RELOCATION OF
<br />A
<br />EXISTING OHP LINES & POLES
<br />IiG
<br />N/ UNITED POWER AND °
<br />I
<br />LAFARGE NORTH AMERICA
<br />P10 ---
<br />- - -dHO -- - -4
<br />TYPICAL ROAD SECTIONS
<br />t
<br />I
<br />12'
<br />N 211 iYP. EX TYP. iv
<br />7 • 71
<br />t
<br />12' 1 12•
<br />24' ACCESS LANE
<br />2% TYP. 2% TYP,
<br />.. .e.
<br />E= 3190478.17
<br />ELEV -4933.47 3:1
<br />-V - -,_ SLOPE
<br />NOTE: SEE SHEET C -2.1 FOR SIGNAGE AND STRIPING PLAN
<br />\ N.,
<br />\
<br />\ �� \
<br />FIELD ROAD
<br />I /1
<br />-" II
<br />\ 1
<br />\ � � •� \ \\ \ /! CP -COLD i 1
<br />P 49114000'006 � 1 \`� J \\ !! I �4ALU1�� C�
<br />RITTENIOM DONALD L 4 SUZANNE \ \ ! N- 1254752.07
<br />2
<br />iL W
<br />W
<br />Z
<br />Ix
<br />W�F
<br />Zn O
<br />V
<br />U
<br />a- W Z U
<br />E3 Vg
<br />..
<br />12446 WR B E- 31908474
<br />tNEtD G0lAMTY GO EDP TRANSITION \\ �\ ELEV =4931. 4
<br />N =1254687. w W
<br />E =3190734.500 9 \� / z
<br />ELEV =4932.72 \ + w (� w
<br />CATTLE / \\ \ / u cc
<br />GUARD I o Q.
<br />COORDINATE RELOCATION OF COORDINATE RELOCATION OF / // \ G \4,
<br />EXISTING QHP LINES &POLES EXI5tIN6 OHP LINES &POLES -�! o
<br />W/ LIMITED POWER AND N/ LIMITED POWER AND // \ \ \ L) `
<br />LAFARGE NORTH AMERICA LAFARGE NORTH AMERICA / \ \ \� L o
<br />- -_ -_ -- - -- - -- -- -- -x - - -x --x - - -x= -_-rte _ - - - `= _ - 0 $ a
<br />+: it
<br />r,' ^ ' `�'.••^t; 3 � .••r%,'µ .•e s�:•• I: i'R Ktr.. ,.i t-:.o�•' .- ' : i'�irt ,`. _"..":` ` 9�e 1r, ; F; � at•r... r ' ^ t- .r ,. i •: - M�' - 0 N w ea,. - - - -: dH
<br />•.
<br />,'t, r < � n �.i .s,�:Y. �, 1`__na rte. .. • r. T^ -r r "v 1. r +.�..•• rt' -k "'
<br />•Ire •! `.�r .�a •1 -M1v •J J
<br />:'i'`�.'y''�'•i'3*SC!`_J+.� ^'�, tit' Si,e ���:.' iyCdc� ;;A�;•,a;�,s:.�;�;:G,:.,�,se a�;; i:,��;-,y;�;,fa•.e:n'- ,r�.v�.: • rS- ,..�``:``t','�••LS.:��.:u � m
<br />E DECELERATION LANE 155'11' OF TAPER• � m
<br />RTE�ID�G�OUMM ROAD 6 - - - - - - - - - - - a
<br />- -- -- ---__6 - _---------------------
<br />BEGIN ROADWAY t ALIGNMENT
<br />STA - 1 +00.00
<br />N =1254656.76
<br />E- 3190426,22
<br />ELEV =4934.43
<br />EXISTING TRUCK
<br />ENTRANCE SIGN
<br />ON CONTROL PER
<br />ON SHEET
<br />SHOULDER TOS
<br />EXISTING
<br />BOUNDARY
<br />SECTION LINE
<br />- - - RIGHT OF MAY
<br />- - - - - - - PROPERTY LINE
<br />EASEMENT
<br />- - - - - - - EDGE OF ASPHALT
<br />CENTERLINE
<br />��- - DITCH FLOWLINE
<br />- -- OH? - - -' OVERHEAD POWER
<br />X- - X- FENCE
<br />4750 --- INDEX CONTOUR
<br />- - INTERMEDIATE CONTOUR
<br />PROVIDE EROSION CONTROL PER
<br />SEEDING NOTES ON SHEET C -S
<br />FROM THE ROAD SHOULDER TO
<br />THE EXISTING GROUND.
<br />M' • �\ " •
<br />EXISTING STI
<br />AHEAD SII
<br />TIE TO
<br />3.18
<br />1.12
<br />3.09
<br />��- BOUNDARY
<br />RIGHT OF MAY
<br />PROPERTY LINE
<br />- - - - - - - EASEMENT
<br />EDGE OF ASPHALT
<br />- CENTERLINE
<br />® CULVERT
<br />...... . ...... GRADE BREAK LINE
<br />- ' 4750' - INDEX CONTOUR
<br />INTERMEDIATE CONTOUR
<br />PER Permit #: 14 -
<br />Class: ea , so
<br />TS
<br />p From: I e .
<br />Doc. Name: ,
<br />Doc. Date (if no
<br />Inspection Date_
<br />- 01 o Confidental ?: N
<br />GRAPHIC SCALE 1 " =30'
<br />0 30 60 90
<br />��SSIONAL �6ti
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<br />A
<br />CONTROL POINT
<br />IiG
<br />GAS LINE
<br />(F-Q
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