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File Name: C:\Users\8ART6907\Documents\Wabasso Pier\Justin Files\CAD\C-0 COVER SHEET.dwg Layout Name: GENERAL NOTES Plot Time: Wednesday, March 06, 2019 — 8:59am Plotted by: BART6907 GENERAL NOTES 1. THIS PROJECT INCLUDES THE COMPLETE DEMOLITION AND REMOVAL OF THE ENTIRE EAST AND WEST SPANS OF THE WABASSO FISHING PIER, ALONG WITH THE CONNECTING SIDEWALKS AT EACH END. ALL COMPONENTS OF THE PIER (INTACT AND DAMAGED/DISPLACED), INCLUDING PILES, CAPS, DECK SECTIONS AND LOOSE DEBRIS, ARE TO BE REMOVED. THE ENINGEER OR OWNER SHALL BE INFORMED UPON DISCOVERY OF ANY DEBRIS UNRELATED TO WABASSO FISHING PIER. 2. CONTRACTOR SHALL COMPLY WITH ALL NOTES, CONDITIONS AND REQUIREMENTS GIVEN WITHIN THE DRAWINGS, SPECIFICATIONS, AND PERMITS. THE SPECIFICATIONS HAVE BEEN PREPARED BY INDIAN RIVER COUNTY STAFF INDEPENDENT OF THE PLANS. THESE SPECIFICATIONS COVER THE OFFSHORE PLACEMENT AND PROVIDE SUPPLEMENTAL INFORMATION AND REQUIREMENTS FOR THE DEMOLITION. IN THE EVENT THERE IS A DISCREPANCY BETWEEN THESE PLANS AND THE SPECIFICATIONS OR OTHER COUNTY SUPPLIED DOCUMENTS, IT IS THE CONTRACTORS RESPONSIBILITY TO REQUEST CLARIFICATION. GENERALLY THE MORE STRINGENT REQUIREMENT WILL PREVAIL. 3. ALL METAL RAILINGS, BRACKETS, EXPOSED REINFORCING, OR OTHER FITTINGS SHALL BE REMOVED AS CLOSE TO THE CONCRETE AS PRACTICABLE, WITH PROTRUSION NOT TO EXCEED 6 INCHES IN LENGTH FROM THE CONCRETE IT IS INCASED IN. SAID MATERIALS SHALL BE DISPOSED OF AT AN APPROVED UPLAND FACILITY. 4. ALL CLEAN CONCRETE COMPONENTS OVER 500 LBS SHALL BE DISPOSED OF AT 1 OF 12 OFFSHORE ARTIFICIAL REEF SITES LOCATED APPROXIMATELY FIVE MILES EAST-SOUTHEAST OF SEBASTIAN INLET. THIS REEF SITE WAS AUTHORIZED BY USAGE PERMIT SAJ-2016-02916 (SP -AWP). CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS WITHIN AUTHORIZED PERMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. 5. THE FOLLOWING ISA SUMMARY OF THE MAJOR PIER COMPONENTS TO BE REMOVED. 11 - INTACT 50' CONCRETE PIER DECK SECTIONS 2 - INTACT 25' CONCRETE PIER DECK ABUTMENT SECTIONS 8 - SUBMERGED/DISPLACED/DAMAGED CONCRETE PIER DECK SECTIONS 38 - FULL LENGTH INTACT CONCRETE PILES 5 - PARTIAL/BROKEN/DISPLACED CONCRETE PILES 16 - INTACT CONCRETE PILE CAPS 5 - SUBMERGED/DISPLACED/DAMAGED CONCRETE PILE CAPS 1,530 SQ. FT. - CONCRETE SIDEWALK 6. PIER COMPONENTS SHALL BE REMOVED FROM THE WATERWAY WITHOUT ADVERSELY IMPACTING AQUATIC NATURAL RESOURCES. 7. PIER COMPONENTS WILL BE LIFTED STRAIGHT UP AND NOT DRAGGED, SO THAT NO POTENTIAL SEAGRASS AND/OR HARDBOTTOM IS HARMED OR DAMAGED. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION TO PROTECT EXISTING STRUCTURES INCLUDING UNDERGROUND AND ABOVE GROUND UTILITIES. AN 811 UTILITY LINE LOCATION CALL (1-800-432-4770) SHALL BE CONDUCTED BY CONTRACTOR TO LOCATE ANY UTILITIES IN THE FACILITY. A KNOWN FPL ELECTRICAL CABLE(S) IS RUNNING ALONG THE WATERWAY BOTTOM JUST TO THE SOUTH OF THE PIER. THE CABLE(S)SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION OPERATIONS. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH FPL TO INSURE CLEARANCE AND PROTECTION REQUIREMENTS, APPROPRIATE FOR THE CONTRACTOR'S PROPOSED EQUIPMENT ARE MET. PRIOR TO MOBILIZATION, THE CONTRACTOR SHALL SUBMIT A PLAN, WHICH HAS BEEN APPROVED BY FPL, IDENTIFYING REQUIRED 9. 10. 11. 12. 13. 14. 15. RE CLEARANCES AND PROTECTION METHODS. SUBMERGED PIER SECTIONS WERE LOCATED WITH A DIVER AND HAND-HELD GPS UNIT. LOCATIONS ARE APPROXIMATE. THE ORIENTATION OF THE SUBMERGED DECK SECTIONS IS APPROXIMATE BASED ON DIVER OBSERVATIONS WITH LIMITED VISIBILITY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE POSITION, ORIENTATION, CONDITIONS, ETC. OF ALL PIER COMPONENTS AND DEBRIS PRIOR TO MOBILIZATION. COMPLETE REMOVAL OF THE PILES IS PREFFERED. IF IT IS NOT PRACTICAL OR POSSIBLE TO COMPLETELY REMOVE A PILE, IT SHALL BE CUT OFF AT LEAST ONE FOOT BELOW THE MUDLINE, WITH ALL REINFORCING CUT FLUSH WITH THE CONCRETE. BASED ON CRANE CAPACITY LIMITS, DECK SECTIONS MAY BE CUT TO MINIMUM LENGHT OF 10 FEET. ALL EQUIPMENT INCLUDING VESSELS AND TURBIDITY CURTAIN WILL BE REQUIRED TO FOLLOW PROPER U.S.C.G. PROTOCOL FOR OVERNIGHT STORAGE. THE CONTRACTOR SHALL PROVIDE ALL WARNING SIGNS, LIGHTS, & SIGNALS AS REQUIRED TO ADEQUATELY WARN THE PUBLIC AGAINST DANGER AND TRESPASS WITHIN THE DESIGNATED CONSTRUCTION SITE. ALL PIER DEMOLITION, REMOVAL, AND DISPOSAL WORK SHALL BE CONDUCTED FROM A BARGE OR SIMILAR VESSEL. NO WORK SHALL BE CONDUCTED FROM THE HIGHWAY BRIDGE, AND THE WORK SHALL NOT IMPACT TRAFFIC ON THE HIGHWAY BRIDGE. NOTICE TO MARINERS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. COAST GUARD IN SUFFICIENT TIME TO ALLOW FOR PUBLICATION OF A NOTICE TO MARINERS. THE LOCAL COAST GUARD IS: COMMANDER 7TH COAST GUARD DISTRICT BRICKELL PLAZA FEDERAL BUILDING 909 S.E. FIRST AVENUE, ROOM 406 MIAMI, FLORIDA 33131-3028 ATTN: (LNM) TELEPHONE: (305)415-6750 FAX: (305)415-6757 THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE U.S. COAST GUARD FOR ALL BUOYS, MARKERS, AND OTHER NAVIGATION AIDS PRIOR TO INSTALLATION. AIDS, LIGHTS OR TARGETS SHALL NOT BE PLACED OR COLORED IN A MANNER THAT THEY WILL OBSTRUCT OR BE CONFUSED WITH NAVIGATION AIDS. GENERAL HOURS OF OPERATIONS WILL BE LIMITED TO ONE HALF HOUR AFTER SUNRISE THROUGH ONE HALF HOUR BEFORE SUNDOWN; NO NIGHTTIME OPERATIONS WILL BE ALLOWED. NO WORK SHALL BE PERFORMED ON SUNDAY'S OR HOLIDAYS WITHOUT PRIOR APPROVAL FROM THE OWNER OR ENGINEER SOURCE PROTECTION NOTES 2. 3. THE CONTRACTOR SHALL COMPLY WITH ALL WATER QUALITY REQUIREMENTS AND REGULATORY PERMITS ISSUED BY LOCAL, STATE AND FEDERAL AUTHORITIES PRIOR TO AND AT THE TIME OF CONSTRUCTION. MANGROVES SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION OPERATIONS. A MINIMUM FIFTEEN FOOT WIDE BUFFER AROUND LANDWARD SIDE OF THE MANGROVES DRIP LINE SHALL BE FENCED OFF WITH ORANGE CONSTRUCTION SAFETY FENCE. SEAGRASS SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION OPERATIONS. NO VESSELS OR EQUIPMENT SHALLOPERATE OVER OR TRAVERSE ATOP OF THE SEAGRASS BED. A MINIMUM TWENTY-FIVE FOOT BUFFER AROUND THE SEAGRASS BED SHALL BE PROTECTED WITH A FLOATING TURBIDITY BARRIER. ATKINS 7175 Murrell Road Melbourne, Florida 32940 321-242-4942 FBPR Certificate of Authorization No. 24 WABASSO FISHING PIER DEMOLITION AND DEBRIS REMOVAL INDIAN RIVER COUNTY GENERAL NOTES ENGINEER OF RECORD: KENNETH M 0000, PE LIC NO. 0687 JOB No. 100055899 CAD RLE SHEET HUMBER G-001