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l <br /> 61'-0" DCSP ARCH <br /> ti. <br /> MEASURED ALONG THE CL COLLOM HAUL ROAD <br /> \? HCL CR 51/CL STRUCTURE <br /> 00 <br /> 4'-0" 12'-0" 12'-0" 4'-0" * v 0 * MEASURED PERPENDICULAR <br /> xD� ' ' GUARDRAIL Q TO C/L CR 51 <br /> i 6440 Q TYPE 3 (TYP.) Z <br /> za 6:1 �Q 6440 <br /> w cn <br /> 6430 PROPOSED 5'-0" MIN. 6430 <br /> GRADE COVER AT IRE FACED <br /> FACE OF MSE WINGWALL <br /> PGL ROAOLLOD GUARDRAIL TYP. <br /> }. <br /> HAUL ROAD ( ) <br /> 6420 _. <br /> EL. 6410.89 EXISTING 6420 <br /> GROUND LEVEL <br /> EL. 6409.34 <br /> 6410 5 65% 6410 <br /> -- - <br /> 0.25� <br /> 8 V a 6400 Ln <br /> CD <br /> FOOTER z <br /> Ln x <br /> + CD <br /> ELEVATION <br /> � 400 <br /> 1„=20' o a- <br /> J <br /> 145+00 <br /> 144+00 <br /> P <br /> 4 <br /> 1 <br /> ' <br /> r <br /> r <br /> r e � r <br /> 4 <br /> \ (Z' p <br /> m" y <br /> 0 <br /> t t� <br /> o° rr NCL CR 51--' C/L S UCTURE <br /> FOOTER <br /> HCLCOLLOMHAO r <br /> — .. L ROAD& <br /> _ ,.. .. ... DCSP ARCH <br /> PT 4�- <br /> C/L <br /> I � <br /> WIRE FACED <br /> TOP OF SELECT <br /> STRUCTURAL$A <br /> ._.r � 25'MIN-(TYP. <br /> # � o � C,KFiLL <br /> o a <br /> MSE HEADWALL I = SEE NOTE I PGL CR S: <br /> (TYP.) <br /> —_ <br /> �- cn <br /> 0 4 <br /> „ MAR <br /> c 5 <br /> EAE6ri4LE <br /> FACE OF GUARDRAIL/ TYP. - <br /> TYPE 3 (TYP.) ( ) > = 0 <br /> c.` Q BEGIN DCSP ARCH o w a <br /> x '-) � STA. 143+88.76 z ---- - -� <br /> •�.: END DCSP ARCH I <br /> 74.89° o N Q �CLEAA SCE <br /> Q� 145+00 STA. 144+49.76 = —j z ENVELOPE <br /> Q <br /> . N 63°54 2 W o 0 44+00 - <br /> 1. _. �., �.. -.._. 16' re' <br /> 144+19.26, 0.00' L r7 � I <br /> w <br /> E 3 <br /> HCL & PGL COLLOM HCL COLLOM HAUL CAD = Q 90° (TYP.) '�' GjARDRA;L nP°_\ <br /> W Z <br /> r t `' HAUL ROAD 17+35.42, 0.00' RT. <br /> Q <br /> , <br /> HCL CR 51 <br /> r r / LEGEND <br /> -'_•„ � '., SELECT STRUCTURE -- --- <br /> } BACKFILL _ 1»=2 0' <br /> TYPICAL <br /> ` = NOTES: SECTION <br /> s a C n <br /> // f ._ LOOKING STATIONS AHEAD CR 57 <br /> l n II F <br /> 7 ( �t U) Y DESIGNE BUT NOT LESS SR <br /> P T 3• . <br /> a k c THAT 8—0 D <br /> = A KFILL WIDTH AS <br /> DETERMINED B R <br /> ' OWING DEEP CORRUGATED STEEL PIPE(DSCP)ARCH DIMENSIONS AN <br /> •P T—2 WIRE FACED MECHANICALLY STABILIZED EARTH(MSE)HEADWALL <br /> / * STA.143+88.76 TO STA.744+49.76 <br /> Oy WIRE FACED 2. HEIGHT OF COVER OF SELECT STRUCTURAL (FINAL DESIGN TO BE PROVIDED BYDSCPMANUFACTURER <br /> x <br /> FOOTER MSE NGWALL BUT NOT LESS _ DESIGNE ) <br /> f � <br /> / �•. THAT 3 0. <br /> " SHE-' ' (TYP.) BACKFILL AS DETERMINED BY R <br /> x PLAN <br /> ° <br /> . _. / <br /> t_ <br /> TYPICAL SECTION <br /> j MOFFAT COUNTRY ROAD 51 TEMPORARY DETOUR <br /> .............. P V L d <br /> an yew n <br /> 24' GRAVEL <br /> Ctf 2 o TYP. 2% TYP, <br /> ,. Permit Boundary -�.0:; <br /> ... ve e <br /> Pa <br /> r w <br /> . m nt 5' <br /> ® - Premine Contours <br /> ALL,_ <br /> 6425 Road Contours <br /> ` Road Centerline <br /> nQ�� � ``` ,.. •. � Road Stat oning <br /> Corrugated Metal Pipe with Pipe Number <br /> N ENGINEER'S CERTIFICATION <br /> 1, DOUGLAS C. WHITE, being a <br /> (See Volume 20, Exh. 24, Item 1 for sizing information) Licensed Pr f o essional Engineer in <br /> / Disturbance Boundary <br /> the State of Colorado, do hereby <br /> certify that this map has been prepared <br /> to meet the applicable portions of Colorado <br /> A�^ Edge of Detour Road DRMS Rule 4.03.7 for Haul R <br /> V`f`J V <br /> oads. <br /> Detour Road Cut Areas V V C <br /> F,. Detour Road Fill Areas �. <br /> ° <br /> C <br /> ,1 -_-• S ° <br /> a <br /> �825 <br /> _ 9 a a <br /> 200' 0 200' 400' ® o°°a°o°°° <br /> Plan View <br /> CONTOUR INTERVAL 25 FT. WITH <br /> Scale 1"=200 Feet " <br /> 5 FT CONTOURS SHOWN FOR COMPLETED ROAD <br /> �e6amatlon, <br /> D►Vi 100 o Sa#etl <br /> 009�` TR-108 <br /> 6450 <br /> Approved 3/20/1 <br /> 6440 County Road 51 Overpass Coll om Haul Road <br /> 6430 y ............... Elevated Crossing <br /> ................ -Moffat County Road 51 <br /> 6420 <br /> 0 SCALE:As Noted <br /> DATE: <br /> Ex�stin Grade �, .. _ 12i3oi1s <br /> 4 <br /> DRWG. BY. - <br /> _ _ -2.00°iQ _ TCP RWF/ 4l <br /> _ �-/ <br /> COAL APPROVED BY- <br /> 640o sA� COMPANY <br /> Ey? p ��E4 DRWG NO. <br /> _.. _.EOPL,E-PRODUCT I OS <br /> 6390 _ Colowyo Coal Company <br /> MAP 25F <br /> 5731 State Highway 13 <br /> Meeker,Colorado 81641 <br /> -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 <br /> STA. 144+00 No. REVISION DATE BY CHK <br /> Profile Along CR5 1 Overpass Revised Disturbance Boundary, North End Design 3111,E Ton DW <br /> and added Detour Road <br /> Y <br />