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0 <br />l <br />J � <br />420 <br />400 <br />Fmo <br />360 <br />.340 <br />fO +00 <br />= I� <br />u I <br />al <br />11+00 <br />5TA12 +50 (LT), <br />BEGIN DITCtL <br />SECTION T <br />374.66 <br />:GRAVEL' E <br />374.10 <br />... rl� ... 372.44 <br />SEE DETAIL SHT 5 <br />I = CU6 PEAK FLOWS <br />m <br />M <br />PROVIDE INLET STRUCTURE <br />a SEE SHEET 5 <br />3.9 T 0 F. L.) / m <br />INV. IN 36' C. MP. ON HEADWALL (- If SHCPED RIPRAP RUNDOWN Ic K <br />UTILITY POLE w <br />400.47 < w <br />40L42 (n _ <br />2 1 (n U) <br />STA 14 +2 5 (07;END (I <br />J DITCH SECTION / <br />M '9 \98-5 � ING)PA= 9 al 85 <br />. . <br />+ ,/ 398.40 <br />N 388.39 <br />Id 404.99 �/ Q / 404.99 <br />N a9e.os re` / I RO AD - <br />j �o REMOVE EX. ASPHALT <br />�- STA 13 +97.7 3 .44 - I <br />L- RUNDOWN � <br />C 387,34 - 404.41 END TYPE 3 J ,� } /o' 409.28 <br />419.95 <br />AC r, E S S C& G 86 VJi/ 4//�O 397.49 - <br />38 22 - 28 <br />6.47 40 <br />386.86 39 as �-- <br />' 403.21 40 ,37 420.04 <br />3 3 3 .00 399.67 .49 <br />384.73 3` 0 39{3.O4UTILITY POLE w 426.49 <br />9.3 9 <br />�� <br />398.38 I z 419 39 <br />,l <br />i <br />lIDE STD <br />H INLET <br />94.0 - <br />9 <br />J <br />U <br />I� <br />Q <br />I <br />/ <br />/ <br />42^ <br />4 2 C A-) <br />_ NO. FiEY61DNS - _ .DATE'- <br />SNYDFR OlbARRY <br />_ r_ <br />- : ACCESS ROAD EROSION CONTROL DESIGN <br />pwgftor. RN4Y /AWM gory[ AS SHOWN <br />Drawn B K D Date: <br />Chxked Br. R N W Pro!•:ct No.: 91 t0 24 <br />Kiowe Engir ririg Ccwpor®tron <br />. 2 0F 6 <br />15 +00 I mllm a tll00 <br />22963 <br />P <br />O. <br />II <br />� <br />� <br />\ <br />a <br />r <br />366.52 <br />a <br />1 �� <br />Ln <br />3 829 <br />36 .83 <br />Y <br />J <br />Qkj <br />3 4. <br />3. <br />3 5 <br />347.85 <br />y I <br />4 7 <br />347.42 <br />354.83 <br />/ <br />2 <br />341.65 Of r'' <br />3 4 <br />359.06 <br />34 EDGE 34 <br />I <br />v.II <br />341.01 1.01 <br />O .i <br />C) <br />/ <br />3 7.70 '. <br />i 347.01 <br />333.6- <br />i d <br />34 L1� <br />345.62 <br />\ <br />0 <br />-y� -= <br />334562 <br />DF ASpHAy? <br />Z � <br />- <br />34039 EDGE <br />Q <br />343.38 <br />340.20 <br />• <br />1 <br />HOR. SCALE: > " - 90' <br />1' <br />VER. SCALD. 1 " = 10' <br />420 <br />400 <br />Fmo <br />360 <br />.340 <br />fO +00 <br />= I� <br />u I <br />al <br />11+00 <br />5TA12 +50 (LT), <br />BEGIN DITCtL <br />SECTION T <br />374.66 <br />:GRAVEL' E <br />374.10 <br />... rl� ... 372.44 <br />SEE DETAIL SHT 5 <br />I = CU6 PEAK FLOWS <br />m <br />M <br />PROVIDE INLET STRUCTURE <br />a SEE SHEET 5 <br />3.9 T 0 F. L.) / m <br />INV. IN 36' C. MP. ON HEADWALL (- If SHCPED RIPRAP RUNDOWN Ic K <br />UTILITY POLE w <br />400.47 < w <br />40L42 (n _ <br />2 1 (n U) <br />STA 14 +2 5 (07;END (I <br />J DITCH SECTION / <br />M '9 \98-5 � ING)PA= 9 al 85 <br />. . <br />+ ,/ 398.40 <br />N 388.39 <br />Id 404.99 �/ Q / 404.99 <br />N a9e.os re` / I RO AD - <br />j �o REMOVE EX. ASPHALT <br />�- STA 13 +97.7 3 .44 - I <br />L- RUNDOWN � <br />C 387,34 - 404.41 END TYPE 3 J ,� } /o' 409.28 <br />419.95 <br />AC r, E S S C& G 86 VJi/ 4//�O 397.49 - <br />38 22 - 28 <br />6.47 40 <br />386.86 39 as �-- <br />' 403.21 40 ,37 420.04 <br />3 3 3 .00 399.67 .49 <br />384.73 3` 0 39{3.O4UTILITY POLE w 426.49 <br />9.3 9 <br />�� <br />398.38 I z 419 39 <br />,l <br />i <br />lIDE STD <br />H INLET <br />94.0 - <br />9 <br />J <br />U <br />I� <br />Q <br />I <br />/ <br />/ <br />42^ <br />4 2 C A-) <br />_ NO. FiEY61DNS - _ .DATE'- <br />SNYDFR OlbARRY <br />_ r_ <br />- : ACCESS ROAD EROSION CONTROL DESIGN <br />pwgftor. RN4Y /AWM gory[ AS SHOWN <br />Drawn B K D Date: <br />Chxked Br. R N W Pro!•:ct No.: 91 t0 24 <br />Kiowe Engir ririg Ccwpor®tron <br />. 2 0F 6 <br />15 +00 I mllm a tll00 <br />22963 <br />