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1 1 2 1 3 1 4 <br />STONEWALL SPRINGS QUARRY <br />11� PROPERTYLINE <br />1 <br />1 <br />H STONEWALL SPRINGS QUAKY PROPERTY LINE & <br />I_C] <br />F <br />E <br />STONEWALL SPRINGS QUARRYPROPERTYLII <br />EVANS #2 PIT PERMIT BOUNDARYLINE <br />-•,, \\ <br />s� <br />C <br />It" <br />ASI CONSTRUCTORS, INC. (ASI) PROVIDES THIS ELECTRONIC INFORMATION <br />WITHOUT ANY STATED OR IMPLIED WARRANTIES. WE HAVE NO ABILITY TO <br />CONTROL ITS REPRODUCTION, ALTERATION OR ERASURE AFTER DELIVERY. <br />ANY ALTERATION OF THIS FILE BY OTHERS WITHOUT WRITTEN <br />ACKNOWLEDGEMENT BY ASI WILL BE AT YOUR OWN RISK AND FULL LEGAL <br />A RESPONSIBILITY. FURTHERMORE THE PERSON(S) USING THIS FILE WILL <br />INDEMNIFY AND HOLD ASI HARMLESS FROM ANY AND ALL CLAIMS, LIABILITY, <br />DEMANDS OR COST ARISING OR RESULTING THEREFROM. <br />NO. DATE SURVEY INFORMATION FIELD NOTES <br />1 3/12/20 12 1EXISTINC GROUND TOPO COMPLETED <br />A <br />EVANS #2 PIT <br />PERMIT BOUNDARY <br />11 <br />7 <br />SED /MENTATION <br />3t�S <br />♦4%. 200' RIPARIANAREA BUFFER ZONE <br />♦� <br />(APPROXIAM TEL YLOCA TED) <br />DESIGNED BY: BRP <br />DRAWN BY: BRP <br />CHECKED BY: <br />APPROVED BY: <br />DESIGN REVIEW <br />COMMITTEE <br />1 1 2 3 I 4 I 5 I 6 <br />FILENAME. For Technical Revision III RS Pg2 (2).dwg; LAYOUT: ARCH D 24x368; LAST EDITED: Jon 18, 2013 — 10: 22am ERP <br />LOCATION: C \Civil 31) Projects \40 -00 Stonewall Springs Quarry — CO \DWGs \ASI DWGs\ <br />4570 <br />1 <br />/ <br />4560 <br />o <br />_ <br />DATE <br />4570 <br />VERIFY SCALE <br />1 <br />ZONE 2 <br />........................ <br />DATE <br />1 <br />BAR IS ONE INCH ON <br />DATE <br />W <br />1 <br />ORIGINAL DRAWING <br />4560 <br />LL. <br />4550 <br />DATE <br />/ <br />0 <br />ENGINEER <br />1 <br />APPROVAL <br />..... _.. ........... <br />F <br />4550 <br />IF NOT ONE INCH ON <br />1 <br />THIS SHEET, ADJUST <br />IN CUT SECTION <br />SCALES ACCORDINGLY. <br />1 <br />1 1 2 3 I 4 I 5 I 6 <br />FILENAME. For Technical Revision III RS Pg2 (2).dwg; LAYOUT: ARCH D 24x368; LAST EDITED: Jon 18, 2013 — 10: 22am ERP <br />LOCATION: C \Civil 31) Projects \40 -00 Stonewall Springs Quarry — CO \DWGs \ASI DWGs\ <br />8 1 9 1 10 1 11 <br />4570 <br />4570 <br />1 <br />/ <br />4560 <br />1 <br />_ <br />4570 <br />1 <br />ZONE 2 <br />........................ <br />4540 <br />1 <br />� <br />W <br />1 <br />- <br />4560 <br />LL. <br />4550 <br />IX% <br />1 <br />/ <br />Z <br />1 <br />O <br />..... _.. ........... <br />F <br />4550 <br />1 <br />IN CUT SECTION <br />4540 <br />W <br />1 <br />... _... .. .. ..... ...... ... . ..I .. <br />1 <br />1 <br />♦� <br />8 1 9 1 10 1 11 <br />4570 <br />4570 <br />_. ... <br />_ .. ... ..I ... _.. .. ... .............. <br />4560 <br />_ <br />4570 <br />4560 <br />ZONE 2 <br />........................ <br />4540 <br />PERIMETER ROAD IN <br />W <br />FILL SECTION <br />.. _.. ..,, ... <br />- <br />4560 <br />LL. <br />4550 <br />......... <br />........... :...... .... _......... .. .......... <br />Z <br />O <br />..... _.. ........... <br />......_ZONE 2'PERIMETER BERM.......... <br />4550 <br />IN CUT SECTION <br />4540 <br />W <br />... _... .. .. ..... ...... ... . ..I .. <br />. .... .3, 8,. 20, <br />4540 <br />J <br />4530 <br />z <br />2.. .. .. <br />4530 <br />O <br />F- <br />EXISTING GROUND <br />Z <br />4520 <br />_.... ........_: <br />...._ .._ ................ <br />.......... ......... ................ <br />4520 <br />ZONE 2 <br />¢ <br />ILL! 4510 <br />SEEPAGE <br />SHELL MATERIAL 1r3 J1 <br />,.. ,,. 1 75. <br />J1 <br />1 5. zONE 1 <br />COLLECTION' <br />SWALE <br />'�.. <br />ATIVE MPERVIOUS :CORE <br />- -- -- <br />4510 <br />w <br />4500 <br />MATERIAL MATERIAL <br />4500 <br />SUB GRADE <br />4490 <br />............. <br />......... 'SHALE FLOOR._..... ._ 70NE 1 <br />.. <br />KEYED ........ ,....,, ......... <br />.......... ........... .................. <br />4490 <br />INTO SHALE <br />4480 <br />_ .. <br />4480 <br />4570 <br />4560 <br />4550 <br />rj 4540 <br />z 4530 <br />O <br />4520 <br />J <br />w 4510 <br />4500 <br />4490 <br />4480 <br />0 <br />I <br />100 <br />TYP. CUT SECTION <br />rl1 <br />PEOE[VED <br />`IN 282013 <br />DIVISION Of RECLAMAT7(1�1� <br />MINING <br />AND SAFE7y- <br />a� 1 <br />11 " =30� <br />/ -/ 00, TG' �� S <br />A� <br />JOB: <br />Fremont Paving and Redi -Miry Inc. <br />839 Mackenzie Ave, <br />Canon City, CO 81212 USA <br />PHONE: 719- 275 -3264 <br />FAX: 719 - 275 -8897 <br />7 1 g <br />DOCUMENT CLASS: <br />E <br />100 <br />TYP. FILL SECTION <br />200 <br />EVANS #2 PIT - DRMS FILE NO. M- 2000 -041 <br />EVANS #2 PIT <br />RECLAMATION <br />1 <br />n R t 'ice. �� a► j w y: i r i i. •r <br />11 <br />ORIGINAL DWG. #: <br />12 <br />SCALE: 1 " =30' <br />0 <br />SHEET 2 OF 2 <br />DWG. NO. <br />12 <br />H <br />G <br />F <br />4570 <br />_ .. ... ..I ... _.. .. ... .............. <br />4560 <br />4550 <br />ZONE 2 <br />4540 <br />PERIMETER ROAD IN <br />W <br />FILL SECTION <br />.. _.. ..,, ... <br />4530 <br />LL. <br />3 <br />Z <br />O <br />PEOE[VED <br />`IN 282013 <br />DIVISION Of RECLAMAT7(1�1� <br />MINING <br />AND SAFE7y- <br />a� 1 <br />11 " =30� <br />/ -/ 00, TG' �� S <br />A� <br />JOB: <br />Fremont Paving and Redi -Miry Inc. <br />839 Mackenzie Ave, <br />Canon City, CO 81212 USA <br />PHONE: 719- 275 -3264 <br />FAX: 719 - 275 -8897 <br />7 1 g <br />DOCUMENT CLASS: <br />E <br />100 <br />TYP. FILL SECTION <br />200 <br />EVANS #2 PIT - DRMS FILE NO. M- 2000 -041 <br />EVANS #2 PIT <br />RECLAMATION <br />1 <br />n R t 'ice. �� a► j w y: i r i i. •r <br />11 <br />ORIGINAL DWG. #: <br />12 <br />SCALE: 1 " =30' <br />0 <br />SHEET 2 OF 2 <br />DWG. NO. <br />12 <br />H <br />G <br />F <br />