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GENERAL NOTES <br />1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF SITE <br />IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND <br />SPECIFICATIONS SET FORTH IN THE COLORADO DEPARTMENT OF <br />TRANSPORTATION REGULATIONS AND APPUCABLE STATE AND <br />FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE <br />PLANS AND THE SPECIFICATIONS, OR ANY APPUCABLE STANDARDS, <br />THE HIGHER QUALITY STANDARD SHALL APPLY. <br />2. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE <br />APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS <br />AND SPECIFICATIONS, AND A COPY OF ANY PERMITS OR EXTENSION <br />AGREEMENTS NEEDED AT THE JOB SITE AT ALL TIMES. EACH <br />SUBCONTRACTOR (INCLUDING SURVEYOR) SHALL HAVE A SIGNED <br />COPY OF THE PLANS AND THE APPROPRIATE STANDARDS AND <br />SPECIFICATIONS IN HIS POSSESSION AT ALL TIMES WHEN <br />IMPROVEMENTS ARE BEING INSTALLED. <br />3. THE CONTRACTOR SHALL HAVE A COPY OF THE APPROVED <br />GEOTECHNICAL REPORT FOR ACCESS ROAD DESIGN AND COMPACTION <br />REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING <br />ALL RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL <br />REPORT. <br />4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND <br />MATERIALS NECESSARY FOR COMPLETION OF INTENDED <br />IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED BY <br />NOTE TO BE 'PROVIDED," "INSTALLED" OR "CONSTRUCTED' UNLESS <br />SPECIFICALLY NOTED OTHERWISE. <br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR: <br />A. <br />B. <br />C. <br />D. <br />OBTAINING ALL PERMITS AND LICENSES. <br />OBTAINING NECESSARY PERMITS FROM THE COUNTY FOR ALL <br />WORK IN AND ADJACENT TO THE PUBLIC RIGHT -OF -WAY. <br />KEEPING THE ADJACENT PAVEMENT FREE AND CLEAN OF <br />ALL DEBRIS AND DIRT FROM THE JOB SITE. <br />IMPLEMENTATION AND MAINTENANCE OF EROSION AND <br />SEDIMENT CONTROL AT ALL TIMES DURING CONSTRUCTION. <br />6. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE <br />SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT <br />SHOWN, CONTACT THE ENGINEER FOR CLARIFICATION. <br />LOW GROW SEED MIX <br />REDONDO ARIZONA FESCUE <br />WHITMAR BEARDLESS <br />WHEATGRASS <br />AMUR INTERMEDIATE <br />WHEATGRASS <br />COMMERCIAL MOUNTAIN <br />BROME <br />CLIMAX TIMOTHY <br />0.5 Lbs of PLS / ACRE <br />1.2 Lbs of PLS / ACRE <br />20 Lbs of PLS / ACRE <br />2.6 Lbs of PLS / ACRE <br />0.2 Lbs of PLS / ACRE <br />CONSTRUCTION PLANS <br />WILDCAT MINING CORPORATION <br />MAY DAY IDAHO MINE COMPLEX <br />LA PLATA COUNTY, STATE OF COLORADO <br />SHEET INDEX <br />C0.00 COVER SHEET <br />C0.01 PROJECT NOTES SHEET <br />C2.00 ROADWAY TYPICAL SECTIONS <br />C3.10 HORIZONTAL CONTROL PLAN <br />C4.10 - C4.14 ROAD PLAN AND PROFILES <br />C4.20 - C4.23 STORMWATER MANAGEMENT PLAN <br />C4.90 - C4.92 EROSION CONTROL DETAILS <br />C4.93 GRADING PLAN DETAILS <br />C5.10 - C5.15 ROAD CROSS SECTIONS <br />C6.10 BASE OF OPERATIONS SITE PLAN <br />C6.11 BASE OF OPERATIONS GRADING PLAN <br />C6.90 BASE OF OPERATIONS DETAILS <br />C7.00 RECLAMATION TOPOGRAPHY <br />CONTACTS: <br />OWNER <br />R SQUARED, INC. <br />5555 DTC PARKWAY, I SUITE A -4000 <br />GREENWOOD VILLAGE, CO 80111 <br />PHONE: (303) 832 -7664 <br />CONTACT: GEORGE ROBINSON, PG <br />ENGINEER <br />CLC ASSOCIATES, INC. <br />8480 E. ORCHARD ROAD, SUITE 2000 <br />GREENWOOD VILLAGE, CO 80111 <br />PHONE: (303) 770 -5600 <br />CONTACT: DANIEL J. PE <br />GEOTECHNICAL ENGINEER <br />R SQUARED, INC. <br />5555 DTC PARKWAY, SUITE A -4000 <br />GREENWOOD VILLAGE CO 80111 <br />PHONE: (303) 832 -7664 <br />CONTACT: JOHN RAUBER, PE <br />CLC ASSOCIATES <br />sae° E. ORCHARD RD. <br />17.L 10 <br />D <br />D <br />rn <br />z <br />J <br />0. <br />z <br />0 <br />H <br />IY <br />❑ <br />z <br />J k <br />J t D <br />_ m 6 <br />0 0 0 <br />Z <br />0 <br />Q <br />a <br />0 <br />U <br />Z <br />I- <br />U <br />0 <br />I <br />1- <br />Z <br />7❑ <br />0 <br />< <br /><0 <br />< 0 <br />J U <br />CL <br />J <br />PROJECT #:11.0054 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJM <br />CO.00 <br />I- <br />W <br />41 <br />I <br />to <br />W <br />0 <br />