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b <br />4J <br />GENERAL NOTES: <br />1. WHENEVER DISCREPANCIES ARE FOUND TO EXIST <br />BETWEEN INFORMATION SHOWN ON PREVIOUS PLANS AND <br />THE EXISTING PLANS AND SPECIAL PROVISIONS AND OR <br />THE DOCUMENTS AND THE EXISTING STRUCTURE, PROVIDE <br />THE ENGINEER WITH A RECOMMENDATION FOR <br />RESOLUTION OF THE INCONSISTENCY FOR REVIEW AND <br />APPROVAL. <br />2. AREAS DISTURBED BY CONSTRUCTION OPERATIONS SHALL <br />BE RESTORED TO A CONDITION EQUAL TO OR BETTER <br />THAN THE EXISTING AT NO ADDITIONAL COST TO SAN <br />JOAQUIN COUNTY. <br />3. THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH <br />A MANNER THAT NO WASTE, DUST, DEBRIS OR OTHER <br />DETRIMENTAL MATERIAL SHALL ENTER THE WATER. <br />4. ANY DAMAGE TO, INCLUDING BUT NOT LIMITED TO, <br />ROADWAY, BRIDGE, ANY SUPPORT STRUCTURE, APPROACH <br />SPANS, UTILITIES (UNDERGROUND OR OVERHEAD) OR <br />WARNING GATES DUE TO THE CONSTRUCTION OPERATION <br />WILL BE REPAIRED IMMEDIATELY AND AT NO COST TO <br />SAN JOAQUIN COUNTY <br />Z <br />F SS/ <br />F)j 2365 Iron Point Road <br />Suite 300 <br />Folsom, CA 95630 <br />916-817-4747 <br />I '4� <br />}> JOHN MANISCALCO <br />i <br />Fri <br />Exp. 3-31-17 <br />� No, 40911 <br />� # <br />� <br />4> 4p <br />5. <br />THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS <br />JOAQUIN <br />DRAWN BY <br />BEFORE MANUFACTURING ANY MATERIAL. <br />TYP <br />6, <br />CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY <br />D <br />PROJ ENGINEER <br />SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES <br />n <br />OF CALF <br />CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING <br />o <br />6/06/16 J. MANISCALCO <br />SHALL CONFORM TO THE STANDARD SPECIFICATIONS. ALL <br />m <br />COSTS FOR INSPECTION AND TESTING SHALL BE <br />INCLUDED IN THE RESPECTIVE CONTRACT ITEMS OF WORK <br />m <br />AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. <br />z <br />ALL RE -TESTING SHALL BE PAID BY THE CONTRACTOR. <br />D <br />m <br />SPECIFICATIONS: <br />1. <br />ALL WORK SHALL CONFORM TO CALTRANS 2010 <br />STANDARD SPECIFICATIONS. <br />2. <br />CONTROL OF MATERIALS SHALL CONFORM TO SECTION 6 <br />3. <br />TRAFFIC CONTROL SHALL CONFORM TO SECTION 12. <br />4. <br />EXISTING FACILITIES SHALL CONFORM TO SECTION 15. <br />5. <br />6. <br />CONCRETE STRUCTURES SHALL CONFORM TO SECTION 51. <br />REINFORCEMENT SHALL CONFORM TO SECTION 52. <br />7. <br />EXISTING STRUCTURES SHALL CONFORM TO SECTION 60. <br />8. <br />MISCELLANEOUS METAL SHALL CONFORM TO SECTION 75. <br />9. <br />CONCRETE SHALL CONFORM TO SECTION 90. <br />Z <br />F SS/ <br />F)j 2365 Iron Point Road <br />Suite 300 <br />Folsom, CA 95630 <br />916-817-4747 <br />I '4� <br />}> JOHN MANISCALCO <br />i <br />Fri <br />Exp. 3-31-17 <br />� No, 40911 <br />� # <br />� <br />4> 4p <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />STOCKTON, CALIFORNIA <br />PROJECT PLANS FOR <br />BACON ISLAND ROAD BRIDGE <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />DRAWN BY <br />DATE <br />TYP <br />DESIGNED <br />BY <br />DATE <br />PROJ ENGINEER <br />3 <br />qTf �P� <br />f <br />OF CALF <br />m <br />J. MANISCALCO <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />STOCKTON, CALIFORNIA <br />PROJECT PLANS FOR <br />BACON ISLAND ROAD BRIDGE <br />COUNTY <br />OF <br />SAN <br />JOAQUIN <br />DRAWN BY <br />DATE <br />TYP <br />DESIGNED <br />BY <br />DATE <br />PROJ ENGINEER <br />DATE <br />J GREEN <br />6/06/16 <br />J. MANISCALCO <br />6/06/16 J. MANISCALCO <br />6/06/16 <br />NO. 29C-108 <br />AT MIDDLE RIVER <br />END LOCK REPAIR PROJECT <br />TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010 <br />PROJECT <br />LOCATION <br />SCALE: <br />AS NOTED <br />CHECKED BY DATE <br />H. PROTIN 6/07/16 <br />VICINITY MAP <br />NOT TO SCALE <br />TITLE SHEET <br />SUBMITTED <br />LOWER JONES <br />ISLAND RD <br />COUNTY OF SAN JOAQUIN <br />TDGENGI <br />UD SAQQA, <br />SENIOR BRNEER PUBLIC WORKS <br />INDEX OF SHEETS: <br />1. TITLE SHEET <br />2. END LOCK REPAIR DETAILS <br />ABBREVIATIONS <br />BACON ISLAND ROAD BRIDGE NO. 29C-108 <br />AT MIDDLE RIVER END LOCK REPAIR PROJECT <br />DATE IAPPIiOVAL RECOMMENDED <br />a. <br />Sheet No. <br />1 of 2 <br />CENTERLINE <br />CONC <br />CONCRETE <br />MAX <br />MAXIMUM <br />TYP <br />TYPICAL <br />BACON ISLAND ROAD BRIDGE NO. 29C-108 <br />AT MIDDLE RIVER END LOCK REPAIR PROJECT <br />DATE IAPPIiOVAL RECOMMENDED <br />a. <br />Sheet No. <br />1 of 2 <br />