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CONSTRUCTION PLANS <br />GENERAL NOTES <br />1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF SITE IMPROVEMENTS SHALL MEET OR <br />EXCEED THE STANDARDS AND SPECIFICATIONS. WHERE THERE IS CONFLICT BETWEEN <br />THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER <br />QUALITY STANDARD SHALL APPLY. <br />2. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) <br />COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS <br />OR EXTENSION AGREEMENTS NEEDED AT THE JOB SITE AT ALL TIMES. EACH <br />SUBCONTRACTOR (INCLUDING SURVEYOR) SHALL HAVE A SIGNED COPY OF THE PLANS AND <br />THE APPROPRIATE STANDARDS AND SPECIFICATIONS IN HIS /HER POSSESSION AT ALL TIMES <br />WHEN IMPROVEMENTS ARE BEING INSTALLED. <br />3. THE CONTRACTOR SHALL HAVE A COPY OF THE RULE 6.5 GEOTECHNICAL STABILITY REPORT <br />FOR ROADWAY DESIGN AND COMPACTION REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE <br />FOR FOLLOWING ALL RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL STABILITY <br />REPORT. <br />4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES TO <br />OBTAIN TEMPORARY POWER, TELEPHONE AND WATER SERVICE DURING CONSTRUCTION. ALL <br />COST FOR TEMPORARY SERVICES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. <br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR: <br />A. OBTAINING ALL PERMITS AND LICENSES. <br />B. ALL PROJECT SAFETY INCLUDING (BUT NOT LIMITED TO) TRENCH EXCAVATION AND <br />SHORINGS, TRAFFIC CONTROL AND SECURITY. <br />C. RECORDING AS -BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE <br />CONSTRUCTION SITE, AND PROVIDING AS -BUILT DRAWINGS TO THE ENGINEER. <br />AS- BUILTS SHALL INCLUDE UNDERGROUND UTILITIES AS WELL AS ANY FIELD <br />MODIFICATIONS TO THE PLANS. <br />D. KEEPING THE ADJACENT STREETS FREE AND CLEAN OF ALL DEBRIS AND DIRT FROM <br />THE JOB SITE. <br />E. RESTORATION OF ANY EXISTING IMPROVEMENTS INCLUDING (BUT NOT LIMITED TO) <br />FENCES AND PAVEMENT. ALL DAMAGE TO EXISTING IMPROVEMENTS WILL BE REPAIRED <br />AT THE CONTRACTOR'S EXPENSE. <br />F. VERIFYING ALL STANDARD DETAILS CONFORM TO CURRENT COUNTY, STATE, OR <br />DISTRICT STANDARDS AND SPECIFICATIONS. <br />G. IMPLEMENTATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL AT ALL <br />TIMES DURING CONSTRUCTION. <br />6. IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE ENCOUNTERED WHICH INDICATE AN <br />UNIDENTIFIED SITUATION IS PRESENT, THE CONTRACTOR SHALL CONTACT THE ENGINEER <br />IMMEDIATELY. <br />7. UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY FOR THE <br />SAFETY OF THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN COMPLIANCE WITH <br />APPLICABLE STATE AND FEDERAL REQUIREMENTS. <br />8. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. <br />IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE ENGINEER FOR CLARIFICATION. <br />LOW GROW SEED <br />REDONDO ARIZONA FESCUE <br />WHITMAR BEARDLESS <br />WHEATGRASS <br />AMUR INTERMEDIATE <br />WHEATGRASS <br />COMMERCIAL MOUNTAIN <br />BROME <br />CLIMAX TIMOTHY <br />MIX <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 />SHEET INDEX <br />CO.00 <br />, , , , , <br />CO.01 <br />N <br />C2.00 <br />C3.10 <br />N <br />C4.10 - <br />C4.12 <br />C4.20 <br />- C4.21 <br />C4.90 <br />� <br />C4.91 <br />C4.92 - <br />C4.93 <br />C5.10 - <br />C5.11 <br />C6.10 <br />C6.90 <br />C6.91 - <br />C6.93 <br />C7.10 <br />COVER SHEET <br />PROJECT NOTES SHEET <br />ROADWAY TYPICAL SECTIONS <br />HORIZONTAL CONTROL PLAN <br />ROAD PLAN AND PROFILES <br />STORM WATER MANAGEMENT PLAN <br />EROSION CONTROL DETAILS <br />WALL GRADING PLAN DETAILS <br />CDOT STANDARD DETAILS (GUARD RAIL) <br />ROAD CROSS SECTIONS <br />STORM SEWER PLAN & PROFILE <br />POND STRUCTURE DETAILS <br />CDOT STANDARD DETAILS (STORM) <br />RECLAMATION PLAN <br />APR 2 3 7012 <br />Divisiofl of ReOamafion, <br />Mining & SafefY <br />CONTACTS: <br />OWNER <br />WILDCAT MINING CORPORATION <br />1630 RINGLING BOULEVARD <br />SARASOTA, FL 34236 <br />PHONE: (941) 954 -4481 <br />CONTACT: RANDY OSER <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. MADRUGA, PE <br />GEOTECHNICAL ENGINEER <br />WILDCAT MINING CORPORATION <br />3926 N. STATE HIGHWAY 67 <br />SEDALIIA, CO 80135 <br />PHONE: (303) 210 -7575 <br />CONTACT: J. ERICH RAUBER, PE <br />APR 10 2012 <br />GRAND JUNCTIONtzIELO OFFICE <br />OF <br />REC AMAnOONNSMIINNINGG & SAFETY <br />CLC ASSOCIATES I <br />0480 E. ORCHARD RD. <br />SUITE 2000 <br />GREENWOOD VILLAGE <br />COLORADO BO111 <br />P 303 770 5600 <br />F 303 770 2349 <br />CLCASSOC.COM <br />ARCHITECTURE <br />ENGINEERING PLANNING <br />LANDSCAPE ARCHITECTURE <br />LAND SURVEYING <br />Z <br />I- <br />� Q <br />Z �= <br />Q EL Z <br />a � <br />Z ❑ :1p <br />0 U 0 c <br />UQ <br />U Z 0 _j <br />� <br />Z Qo <br />F-- it <br />U1 Q <br />Z F- J <br />O Q <br />U U <br />0 <br />J <br />3 <br />REC4 <br />36834 <br />gloz <br />TONAL <br />PREPARED UNDER THE <br />DIRECT SUPERVISION OF <br />DANIEL J. MADRUGA <br />COLORADO REGISTRATION <br />NO. 36834 FOR AND <br />ON BEHALF OF <br />OLD ASSOCIATES, INC. <br />J <br />Q <br />F <br />m <br />N <br />Z <br />F <br />❑ F <br />F m <br />IL <br />It m <br />U � <br />C <br />W it <br />❑ <br />0 <br />QI <br />, , , , , <br />N <br />N <br />W <br />H <br />❑ <br />Q <br />� <br />D <br />❑ , <br />r <br />W <br />W <br />I <br />ul <br />IJ.I <br />0 <br />U <br />PROJECT#:11.0074 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJM <br />CO.00 <br />