2017-01-18_INSPECTION - M1992069

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GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS, THE SPECIFICATIONS WHICH ARE INCLUDED WITH THE CONTRACT DOCUMENTS, LEGEND AND THE CITY OF GREELEY STREETS DESIGN CRITERIA AND CONSTRUCTION SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SPECIFICATIONS. 2. WHERE DISCREPANCIES OCCUR BETWEEN PLANS. DETAILS, GENERAL NOTES AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CHAIN LINK FENCE SHRUB 3. "COOT SPECIFICATIONS" REFERS TO CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005 EDITION. EDGE OF ASPHALT PINE TREE 4. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER. THE OWNER RESERVES THE RIGHT TO ------------------ EDGE OF LANDSCAPING .: DECIDUOUS TREE ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATIONS SET FORTH HEREIN. - - - EDGE OF DIRT ROAD p[ WOOD POST 5. SUBSTITUTIONS: THE OWNER'S AND ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. x { 6. NONCONFORMANCE: THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE FENCE LINE REFLECTOR POST CONTRACT DOCUMENTS. O- GAS LINE 0 WATER METER 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES GUARD RAIL s STEEL POST WITHIN THE WORK AREA AND COORDINATE CONSTRUCTION SCHEDULES WITH THESE UTILITY OWNERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION. y/- WATER LINE IN ELECTRIC METER 8. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING FOR THIS PROJECT. ALL SURVEYING MUST BE PERFORMED UNDER THE SUPERVISION OF A COLORADO LICENSED SURVEYOR. OVERHEAD POWER LINE Cb DRAINAGE MANHOLE 9. CONTRACTOR SHALL HAVE A REGISTERED LAND SURVEYOR TIE-OUT AND RESET ANY PROPERTY CORNERS OR SECTION CORNERS PIPE GAS MARKER DISTURBED DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITION OR BETTER AS DESIGNATED BY THE OWNER. D DRAINAGE LINE CONTROL POINT 11. REINFORCEMENT BAR LAP LENGTHS NOT SHOWN ON THE DRAWINGS SHALL BE PER ACI STANDARDS. -- UNDERGROUND POWER LINE r POWER POLE 12. THE CONTRACTOR SHALL CONNECT STRUCTURAL STEEL UTILIZING ESTABLISHED METHODS AS OUTLINED IN RISC "MANUAL OF STEEL - -- --- - - EXISTING ONE FOOT CONTOUR GUY WIRE CONSTRUCTION" AND WELDING IN ACCORDANCE WITH AWS STRUCTURAL CODE. 13. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE TRAFFIC CONTROL DEPARTMENT FOR REVIEW PRIOR TO - - - - EXISTING 5 FOOT CONTOUR SIGN MOBILIZATION AND SHALL OBTAIN ANY NECESSARY PERMITS AND TRAFFIC PLAN APPROVALS FROM THE CITY OF GREELEY AND/OR `°"° PROPOSED CONTOUR GAS VALVE WELD COUNTY PRIOR TO CONSTRUCTION. 14. THE CONTRACTOR SHALL PROTECT ALL EXISTING CURB, GUTTER, SIDEWALK, ASPHALT, AND LANDSCAPING EXCEPT AS SHOWN ON PVC PIPE BOREHOLE THESE DRAWINGS, FROM DAMAGE BY EQUIPMENT OR CONSTRUCTION OPERATIONS. ALL CURB. GUTTER, SIDEWALK, ASPHALT, AND LANDSCAPING DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. ----- PROPERTY BOUNDARY 15. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A FINAL EROSION x SILT FENCE CONTROL PLAN TO THE APPROPRIATE GOVERNING AUTHORITY FOR REVIEW PRIOR TO MOBILIZATION. 16. THE CONTRACTOR SHALL MAINTAIN A SAFE WORK AREA IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, AND -• EASEMENT s? SHALL PROVIDE ACCESS TO THE SITE FOR ALL EMERGENCY VEHICLES. LIMITS OF DISTURBANCE •. 17. THE STREETS ADJACENT TO THE CONSTRUCTION AREA SHALL BE CLEANED OF DEBRIS GENERATED BY THE PROJECT BY THE CONTRACTOR AT THE EARLIEST OPPORTUNITY. OR IMMEDIATELY WHEN DEEMED NECESSARY BY THE OWNER FOR THE SAFETY OF LIMITS OF EARTHWORK TRAFFIC OR PEDESTRIANS. BUT IN NO CASE SHALL THE STREET BE LEFT UNCLEANED AFTER THE COMPLETION OF THE DAY'S WORK. v IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 7O PROVIDE THE NECESSARY EQUIPMENT AND MATERIALS TO SATISFACTORILY EFFECTIVE FLOODWAY CLEAN THE ADJACENT ROADWAYS AT NO ADDITIONAL COST TO THE PROJECT. THIS SHALL INCLUDE PEDESTRIAN/BIKE TRIALS. O 18. STRUCTURAL FILL IMPORTED TO THE SITE SHALL CONFORM CDOT STANDARD SPECIFICATIONS FOR CLASS 1 MATERIAL EFFECTIVE 100-YR FLOODPLAIN j 19. ALL STRUCTURAL FILL SHALL BE PLACED TO CDOT SPECIFICATIONS AND COMPACTED IN 6" LIFTS. COMPACTION SHALL CONFORM TO Z 809 RELATIVE COMPACTION (MODIFIED PROCTOR, AASHTO T180). UNLESS NOTED OTHERWISE. THE CONTRACTOR IS RESPONSIBLE FOR Q GEOTECHNICAL TESTING. O 2 VERTICAL DATUM: 3 PROJECT BENCHMARK: TEMPORARY CONTROL POINTS NGS CONTROL POINT U136 �I ELEVATION=4674.08 (NAVE, 88) Y CONTROL ELEVATION HORIZONTAL DATUM: POINT NO. NORTHING EASE, {FT.. NAVE, 88) DESCRIPTION h COLORADO STATE PLANE COORDINATES NAD 83 (2007) DATUM. HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK. GRAYLING 1405082.93 3207019.71 4688.81 SET #4 REBAR WITH 2" ALUMINUM CAP KSI a KOKANEE 1405238.28 3207603.96 4687.1 FOUND #4 REBAR WITH 2" ALUMINUM CAP KSI Lk SURVEY NOTES: CIVIL ARTS 1405135.05 3207663.56 4686.6 FOUND /4 REBAR WITH YELLOW PLASTIC CAPI •QI 1. THESE CONSTRUCTION DRAWINGS ARE I PIKE 1405531.50 3209189.27 4683.59 SET /4 REBAR WITH 2" ALUMINUM CAP KSI MODIFIED STATE PLANE COORDINATES. IN ORDER TO REDUCE 70 STATE PLANE COORDINATES, SCALE WP-30 1406552.87 3209334.46 4683.93 SET 60D NAIL THE DRAWING AT 0.99973183 (1.00026824) ABOUT THE ORIGIN 0,0. e 2. ALL PROPERTY PINS, INTERSECTION MONUMENTS, AND SECTION CORNERS DISTURBED DURING CONSTRUCTION MUST BE REFERENCED AND REPLACED UNDER THE SUPERVISION OF A LICENSED SURVEYOR. THE SURVEY CONTROL POINTS LISTED ABOVE WERE OBTAINED FROM SURVEY DATA COLLECTED BY KING SURVEYORS W 3. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A REFERENCE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CENTER of COLORADO INC., WINDSOR, CO ON 7-28-2010. KING SURVEYORS PROJECT NO. 2010294. � ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES. 1-800-922-1987 THE PROJECT BENCHMARK IS DEFINED IN THE VERTICAL DATUM SECTION INCLUDED ON THIS SHEET. e CALL 2 BUSINESS DAYS IN ADVANCE CITY OF GREELEY t-FOOT CONTOURS FROM MAY, 2005 BEFORE YW MG.GRADE OR EXCAVATE FOR iHEMEMBERG OMUNDERGROUND KING SURVEYORS, INC. I-FOOT CONTOURS FROM JULY, 2010. PROJECT NO. 2010294 i ti o% plaw I "i R�� CO 0013.02 SRP/7'AW THE IRRIGATION BOYD IRRATION COMPANY p O REV2 ANdERSON CON�sU11iNG ENGINEERS,INC. BOYD AND FREEMAN DITCH ■ Ce REY3 PROJ INFO �CJP/SRP Ci,i!•{Ya1rrR.noumx F.nnronunaua! GREELEY REACH REPAIRPROJECT INFORMATION 6 REV4 wic om¢o m nt na•A..r,�.s;v wx s u:..rnmn� -REVS REV6 02/1 6/201 1 CJP/BAA '� fl'�.... AND HILL REACH IMPROVEMENTST