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IRRIGATION GENERAL NOTES A. EXTENT IRRIGATION SYSTEM LIMITS GENERALLY INCLUDE THE MEDIAN AREA AND EDGES OF RIGHT OF WAY FROM 21st ST SE TO HIGHLAND DRIVE SE. THE IRRIGATION SYSTEM WILL UTILIZE AN IRRIGATION WELL FOR THE WATER SOURCE AND PUMP STATION WITH ELECTRIC CONTROLLER AND RAIN SENSOR PROVIDE ELECTRIC SERVICE TO POWER THE PUMP STATION. THE IRRIGATION WORK INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF THE IRRIGATION SYSTEM. THE PROJECT SCOPE INCLUDES THE PROVISIONS SHOWN IN THE PLANS AND THE PAYMENT OF REQUIRED FEES TO GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, OBTAINING REQUIRED PERMITS AND COORDINATING REQUIRED INSPECTIONS. THE SCOPE DOES NOT INCLUDE PAYING ELECTRIC BILLS RELATED TO THE IRRIGATION SYSTEM. GENERAL NOTES 1 VERIFY CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF WORK UNDER THIS CONTRACT 2. REFER TO THE LANDSCAPE PLAN WHEN TRENCHING TO AVOID EXISTING AND PROPOSED TREES. LAYOUT MAIN LINES, VALVES AND LATERAL LINES AND STAKE SPRINKLER HEAD LOCATIONS TO ENSURE PROPER COVERAGE AND ADJUST AS NECESSARY TO AVOID INTERFERENCES WITH EXISTING OR PROPOSED SITE OBSTRUCTIONS AND LIMITATIONS PRIOR TO BEGINNING IRRIGATION INSTALLATION. 3. MAKE ADJUSTMENTS TO THE IRRIGATION SYSTEM TO ENSURE MINIMAL OVERLAP AND TO MINIMIZE OVERSPRAY SUBSTITUTE ADJUSTABLE NOZZLES FOR FIXED PATTERN NOZZLES SPECIFIED WHERE NECESSARY 4. RUN 2 ADDITIONAL SETS OF SPARE WIRES IN EACH DIRECTION TO EACH END OF THE MAIN FOR FUTURE USE. 5. THE SCOPE OF WORK INCLUDES HARD WIRING ELECTRICAL SERVICE CONNECTIONS. 6. SLEEVES BELOW ROADWAY AND SIDEWALK PAVEMENT MUST BE SCH. 40. COORDINATE WITH THE ROADWAY CONTRACTOR TO ENSURE THAT SLEEVES ARE INSTALLED PRIOR TO RESURFACING OF ROAD AND CONSTRUCTION OF CURBS AND SIDEWALKS. 7 MAIN LINE SLEEVE LOCATIONS BELOW ROADWAY PAVEMENT ARE ACCOMPANIED WITH A 2' ELECTRICAL SLEEVE FOR THE LOW VOLTAGE CONTROL WIRING, (ALSO PROVIDED & INSTALLED BY THE CONTRACTOR). 8. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE TO CONTACT THE ENGINEER FOR HYDROSTATIC AND OPERATIONAL TESTING 9. MAIN LINE PIPES PLACED IN SLEEVES WILL BE SCH. 40 SOLVENT WELD WITH ADEQUATE RESTRAINTS. THE SLEEVE MUST BE A MINIMUM TWO TIMES LARGER THAN THE ENCASED PIPE DIAMETER. 10 COMPONENTS SHOWN AND/OR DEPICTED ON THE PLAN SHEETS REPRESENT APPROXIMATE LOCATION ONLY, AND ARE FOR CLARIFICATION PURPOSES. DO NOT SCALE PLAN FOR EXACT HEAD LOCATION. THE FINAL LOCATION OF COMPONENTS WILL BE SUBJECT TO APPROVAL BY THE ENGINEER. 11 PIPING ON THE PLANS IS DIAGRAMMATICALLY ROUTED FOR CLARITY AND WILL BE ROUTED TO AVOID PLANTS AND UTILITIES. TAKE PRECAUTIONS TO MINIMIZE DAMAGE TO EXISTING TREE ROOTS TO THE EXTENT POSSIBLE. DESIGN MODIFICATIONS WILL ONLY BE MADE AS NECESSARY TO MEET FIELD CONDITIONS AND ONLY UPON APPROVAL OF THE ENGINEER. 11. IN SOME LOCATIONS ON THE IRRIGATION PLANS, THE MAIN LINE 15 SHOWN IN THE ROADWAY FOR CLARITY THESE MAIN LINES WILL BE LOCATED 12" FROM BACK OF CURB AND WITHIN THE MEDIAN WHEN POSSIBLE. 13 IRRIGATION COMPONENT TRADE NAMES ARE SPECIFIED DUE TO REQUEST BY MAINTAINING AUTHORITY (INDIAN RIVER COUNTY), TO ENSURE COMPATIBILITY WITH OTHER COUNTY SYSTEMS. SUBSTITUTIONS TO MATERIALS SPECIFIED MUST BE APPROVED BY THE ENGINEER AND THE MAINTAINING AUTHORITY 14. TEST IRRIGATION WATER AFTER WELL I5 CONSTRUCTED TO ENSURE /T IS SUITABLE FOR LANDSCAPE IRRIGATION. IF THE IRON CONTENT EXCEEDS 7.2 PARTS PER MILLION, PROVIDE A RUST INHIBITOR SYSTEM TO ENSURE THAT ROADWAY PAVEMENT AND OTHER STRUCTURES ARE NOT STAINED. 15. CONSULT WITH WELL DRILLER TO ENSURE SUCTION LIFT LEVELS WILL BE SUITABLE FOR THE CENTRIFUGAL PUMP AS SPECIFIED. 16. A5 PART OF THIS FDOT CONSTRUCTION PROJECT, ANY PRIVATELY OWNED IRRIGATION SYSTEMS FOUND INSIDE FDOT R/W WILL BE CAPPED WHERE THE SYSTEM I5 IMPACTED BY THE PROJECT CONSTRUCTION LIMITS AND AS DIRECTED BY THE ENGINEER. NOTIFY THE ADJACENT PROPERTY OWNERS WHERE THE IRRIGATION SYSTEMS ARE FOUND TO ENSURE ALL SALVAGEABLE MATERIAL CAN BE RETRIEVED BY THE PROPERTY OWNER PRIOR TO CONSTRUCTION. PROVIDE THE PROPERTY OWNER WITH A MINIMUM OF 2 WEEKS ADVANCE NOTICE IN AREAS WHERE EXISTING IRRIGATION SYSTEMS WILL BE IMPACTED. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR REPAIRING, CONSTRUCTING OR REPLACING ANY IRRIGATION SYSTEMS FOUND WITHIN FDOT R/W WHICH ARE CAPPED OR DAMAGED DURING THE CONSTRUCTION OPERATIONS. 17 CONSTRUCT THE NEW SYSTEM AS SHOWN /N THE PLANS AND REPAIR ALL DAMAGE CAUSED BY THE PERFORMANCE OF WORK AND ALL WORK PERFORMED BY SUB CONTRACTORS. REPAIR, REPLACE OR RESTORE UTILITIES THAT ARE DISRUPTED DUE TO WORK OPERATIONS THE CONTRACTOR WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE SYSTEM DURING CONSTRUCTION AND THROUGHOUT THE ONE YEAR WARRANTY PERIOD. 18 IRRIGATION PLANS DO NOT COVER THE ENTIRE PROJECT LIMITS. ONLY AREAS TO RECEIVE IMPROVEMENTS ARE SHOWN. 19. ABOVE AND BELOW GROUND UTILITIES WILL BE VERIFIED AND LOCATED PRIOR TO COMMENCING WORK IN THE PROJECT AREA BY CALLING SUNSHINE ONE CALL OF FLORIDA, AT 811 TWO WORKING DAYS PRIOR TO DIGGING. REFER TO THE ROADV/AY GENERAL NOTES SHEET FOR A LIST OF KNOWN UTILITY PROVIDERS IN THE AREA. REVISIONS DATE DESCRIPTION DATE DESCRIPTION Landscape Architect Of Record' Robert) Cotleur ALA- 11067 Cotleur & Hearing, Inc. 1934 Commerce Lane Suite 1 Jupiter Florida 33458 567-747-6336 Fax 561-747-1377 Cert of Auth. LC -C000239 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT 1D INDIAN RIVER 228583-2-52-01 IRRIGATION GENERAL NOTES SHEET NO LD -13 hohxsod 7/11/2014 4 45 36 PM F\PROJECTS-P00r\226583-3 US1 DB IRC\Ion(srp\660r0002 dgn