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FIGURE 77 <br />7420 <br />7400 <br />7380 <br />7360 <br />7340 <br />7320 <br />7300 <br />7280 <br />7260 <br />7240 <br />7280 <br />7260 <br />7240 <br />7220 <br />7200 <br />7180 <br />7160 <br />7140 <br />50 +00 <br />52+00 <br />54+00 <br />56 +00 <br />58 +00 <br />60+00 <br />62 +00 <br />64 +00 <br />70+00 <br />72 +00 <br />7420 <br />7400 <br />738b <br />7360 <br />7340 <br />7320 <br />7300 <br />7280 <br />7260 <br />7240 <br />74+00 <br />C i in <br />V <br />10 <br />M <br />O <br />V <br />j <br />Q. <br />�1 <br />L0 0 <br />16 <br />M <br />C\0 <br />+ <br />INVERT ELEV. <br />O <br />V <br />v <br />Haul <br />Road <br />a <br />v <br />6.0 `/, <br />+I <br />to <br />c <br />e <br />a +.v <br />* <br />00 <br />Q_ 0) <br />Haul <br />Road <br />Haul Road <br />6.0% <br />U) <br />M <br />o <br />.d <br />0 <br />�v <br />cn <br />4. <br />0.0% <br />~ <br />Q-. <br />+. <br />U t0 <br />to <br />R <br />+ <br />M O <br />-- <br />- <br />0 <br />O <br />QL QL <br />(p <br />h <br />N <br />O o <br />N 60% <br />o <br />OL <br />+ <br />V <br />O <br />N <br />to <br />o <br />N <br />o <br />a <br />+ <br />b <br />N <br />O <br />to <br />a <br />c\� <br />O_ <br />O <br />O <br />a <br />+I <br />V <br />O" <br />a <br />o <br />t0 <br />C <br />o -- <br />0 <br />O <br />U <br />— <br />- - <br />- - - - - -- - - -- <br />—- - <br />� <br />m <br />o <br />in N <br />0. 0% M <br />h <br />m <br />N <br />° <br />N <br />o <br />.o <br />o <br />o <br />a <br />W <br />� <br />� <br />(n <br />— <br />cc <br />f- INVERT ELEV. <br />N <br />- <br />., N <br />., <br />c <br />W <br />w <br />N <br />7043.0 - + <br />50 +00 <br />52+00 <br />54+00 <br />56 +00 <br />58 +00 <br />60+00 <br />62 +00 <br />64 +00 <br />70+00 <br />72 +00 <br />7420 <br />7400 <br />738b <br />7360 <br />7340 <br />7320 <br />7300 <br />7280 <br />7260 <br />7240 <br />74+00 <br />24+00 <br />7170 <br />7150 <br />7130 <br />7110 <br />7090 <br />7070 <br />7050 <br />7030 <br />26+00 <br />28+00 <br />30+00 <br />32+00 <br />34 +00 <br />36+00 <br />38+00 <br />40+00 <br />42+00 <br />44 +00 <br />48 +00 <br />C i in <br />V <br />10 <br />M <br />O <br />V <br />j <br />Q. <br />�1 <br />L0 0 <br />16 <br />M <br />C\0 <br />+ <br />INVERT ELEV. <br />O <br />v <br />Haul <br />Road <br />a <br />v <br />6.0 `/, <br />• <br />c <br />e <br />a +.v <br />* <br />-- _ -- <br />Haul Road <br />U) <br />M <br />o <br />.d <br />0 <br />cn <br />W <br />0.0% <br />~ <br />Q-. <br />M <br />M <br />R <br />+ <br />M O <br />-- <br />- <br />0 <br />O <br />QL QL <br />(p <br />h <br />N <br />O <br />N 60% <br />u) <br />+ <br />V <br />O <br />N <br />N <br />c <br />o <br />+ <br />* <br />O <br />to <br />a <br />c\� <br />O_ <br />O <br />O <br />a <br />O" <br />O <br />M <br />t0 <br />C <br />+ <br />U <br />o <br />o <br />� <br />m <br />o <br />in N <br />0. 0% M <br />h <br />m <br />N <br />° <br />N <br />o <br />24+00 <br />7170 <br />7150 <br />7130 <br />7110 <br />7090 <br />7070 <br />7050 <br />7030 <br />26+00 <br />28+00 <br />30+00 <br />32+00 <br />34 +00 <br />36+00 <br />38+00 <br />40+00 <br />42+00 <br />44 +00 <br />48 +00 <br />7280 <br />7260 <br />7240 <br />7220 <br />7200 <br />7180 <br />7160 <br />7140 <br />7170 <br />7150 <br />7130 <br />7110 <br />7090 <br />7070 <br />7050 <br />7030 <br />0+00 2 +00 4 +00 6 +00 8 +OD 10 +00 12 +00 14 +00 16 +00 18 +00 20 +00 22 +00 24 +00 <br />HAUL ROAD PROFI L E <br />7320 , \ EXISTING GROUND 12.5 :1 Edge of road <br />Slope break at limit of Slope 2% for drainage Flow line <br />sound rock ( Varies, but = 6ft) of ditch <br />\` io Alluvial Rock 5 25 <br />7310 1.5 <br />25' 25' 3' 2' 3' , <br />- � \ jOurable Select Rock <br />o <br />7300 \ \ 1 <br />� \ \` \ \ 2 `l`�Se /ect fill — 2.5: l <br />2 \ slope Slope 2% ROADBASE DETAIL <br />I <br />.5 Scale: I" = 2, I <br />\ <br />q001base detail CennitNumbet c to U <br />7290 3 _ <br />I <br />Section/Ex rt: -_- <br />l2" Dio. CMP culvert Slope /2 "CMP (� 4 % l2" Dia. CMP culvert class: e�lspp 3 <br />(Increase excavation width \ --------------------------------------- ___ _.__-_----------------------------- <br />o► proposed culverts — — — • Class: eq: - - - — -- <br />\ ��� Approximate limit of topsoil. `Cyl?__OReport ❑Hydro OGeneral -- <br />(See culvert detail) \` l Remove and stockpile(Depth =lft) Flow Doc Type: _____.__ _ <br />Approximate limit of \ Mitered Inlet with OApplica on (Coal only) �BonADEnforce rent Olnspec ion <br />7280 unconsolidated co/luvium \ \\' riprop protect <br />�` /.5 1 ,`�t rL rnrrr <br />Typical benching /�� — _ _ \ I �G1PE� , df;,.`: <br />procedure in steep \ 12 " CMP culvert down . �. <br />areas �/ I \; face of embankment 5 , Overflow from sump r - <br />I \ will continue down = 1 <br />7270 5 �. \ ditch in the event the <br />HAUL - - - - \ ' culvert becomes R f/® PROFILE <br />1i_ n. plugged <br />15 r T y p <br />AND DETAILS <br />STA. 56 00 End 12 " CMP <br />culvert proeCt TYPICAL HAUL ROAD SECTION with riprop <br />THE ROCKCASTLE COMPANY <br />Scale: l" lo' \ �� _ _ CULVERT INLET DETAIL <br />No Scale GRASSY CREEK COAL DINE NO. l <br />\-- — — -- -�� ROUTT COUNTY, COLORADO <br />FIGURE 3Z <br />007326 <br />C i in <br />j <br />INVERT ELEV. <br />O <br />7136.0'1 C <br />- <br />c <br />-- _ -- <br />Haul Road <br />6 <br />o <br />o <br />O <br />a o 0 <br />-- — to <br />0 <br />0 <br />to <br />a <br />c\� <br />O" <br />N <br />M <br />C <br />+ <br />U <br />o <br />o <br />° <br />o <br />M <br />o <br />in N <br />0. 0% M <br />(J) <br />m <br />N <br />° <br />N <br />o <br />� <br />— <br />cc <br />f- INVERT ELEV. <br />., N <br />., <br />c <br />W <br />w <br />N <br />7043.0 - + <br />7280 <br />7260 <br />7240 <br />7220 <br />7200 <br />7180 <br />7160 <br />7140 <br />7170 <br />7150 <br />7130 <br />7110 <br />7090 <br />7070 <br />7050 <br />7030 <br />0+00 2 +00 4 +00 6 +00 8 +OD 10 +00 12 +00 14 +00 16 +00 18 +00 20 +00 22 +00 24 +00 <br />HAUL ROAD PROFI L E <br />7320 , \ EXISTING GROUND 12.5 :1 Edge of road <br />Slope break at limit of Slope 2% for drainage Flow line <br />sound rock ( Varies, but = 6ft) of ditch <br />\` io Alluvial Rock 5 25 <br />7310 1.5 <br />25' 25' 3' 2' 3' , <br />- � \ jOurable Select Rock <br />o <br />7300 \ \ 1 <br />� \ \` \ \ 2 `l`�Se /ect fill — 2.5: l <br />2 \ slope Slope 2% ROADBASE DETAIL <br />I <br />.5 Scale: I" = 2, I <br />\ <br />q001base detail CennitNumbet c to U <br />7290 3 _ <br />I <br />Section/Ex rt: -_- <br />l2" Dio. CMP culvert Slope /2 "CMP (� 4 % l2" Dia. CMP culvert class: e�lspp 3 <br />(Increase excavation width \ --------------------------------------- ___ _.__-_----------------------------- <br />o► proposed culverts — — — • Class: eq: - - - — -- <br />\ ��� Approximate limit of topsoil. `Cyl?__OReport ❑Hydro OGeneral -- <br />(See culvert detail) \` l Remove and stockpile(Depth =lft) Flow Doc Type: _____.__ _ <br />Approximate limit of \ Mitered Inlet with OApplica on (Coal only) �BonADEnforce rent Olnspec ion <br />7280 unconsolidated co/luvium \ \\' riprop protect <br />�` /.5 1 ,`�t rL rnrrr <br />Typical benching /�� — _ _ \ I �G1PE� , df;,.`: <br />procedure in steep \ 12 " CMP culvert down . �. <br />areas �/ I \; face of embankment 5 , Overflow from sump r - <br />I \ will continue down = 1 <br />7270 5 �. \ ditch in the event the <br />HAUL - - - - \ ' culvert becomes R f/® PROFILE <br />1i_ n. plugged <br />15 r T y p <br />AND DETAILS <br />STA. 56 00 End 12 " CMP <br />culvert proeCt TYPICAL HAUL ROAD SECTION with riprop <br />THE ROCKCASTLE COMPANY <br />Scale: l" lo' \ �� _ _ CULVERT INLET DETAIL <br />No Scale GRASSY CREEK COAL DINE NO. l <br />\-- — — -- -�� ROUTT COUNTY, COLORADO <br />FIGURE 3Z <br />007326 <br />