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GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF MARION COUNTY, AND THE LATEST EDITION OF THE UNIFORM BUILDING AND PLUMBING CODE. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROV[DED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED W[TH EXISTING CONDITIONS IN THE RELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBI_[C AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED TO MEET THE D.E.Q. REQUIREMENTS. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. .DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCT[ON IMPROVEMENTS TO NEW FINISH GRADES. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED, ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATER]AL EXCAVATOR(S) MUST COMPLY WITH O,R,S, 757,54-1 THROUGH 757,571; EXCAVATOR(S) SHALL NOT]FY ALL UTILITY COMPANIES FOR L.[NE LOCATIONS SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO START OF WORK, DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE VERIFY THE LOCATION, SIZE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 8. CONTRACTOR SHALL VERIFY EXISTING SEWER PRIOR TO CONSTRUCTION OR OR ORDERING OF MATERIALS. NOTIFY ENGINEER OF INVERT ELEVATIONS PRIOR TO COMMENCING WORK. 9. THE SANITARY SEWER LINE HAS BEEN DESIGNED TO MATCH THE PUBLIC SEWER PREPARED BY BOATWR[GHT ENGINEERING. 10. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 1105.04. NOTE: NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. 11. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY PREPARED BY HICKMAN & ASSOCIATES, DATED 7/23J98. 12. CONTRACTOR SHALL COORDINATE CONSTRUCTION WiTH FACILITIES MANAGER FACILITIES SHALL MAINTAIN OPERATIONAL AT ALL TIMES 13. SANITARY SEWER TRENCH SHALL BE BACKFIU_ED WiTH 1'-0 COMPACTED CRUSHED 14.. ~CONTRACTOR SHALL REPLACE ANY CURB, CONCRETE, STRIPING OR LAN DISTURBED DURING CONSTRUCTION.