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I UTILITY SPECIFICATIONS 1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF U OTHER UITUTIES IS BASED ON AVAILABLE RECORDS AND IS NOT GUARANTEED TO BE ACCT Unit Quantity INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AI A LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DA'— RESPONSIBLE FOR THE COORDINATION OF UTILITY RELOCATION. RESPONSIBLE I LS 1 2. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN THE FIELD WITH U71UTY OWNER'E PRIOR TO CONSTRUCTION UTILITY OWNERS: LS 1 AT&T COMCASTCABLE IN LUKE FOLKERTS 94012TH STREET AR.' LS 1 (407) 4986041 VERO BEACH, FL 32960 (77; CY 1,599 LF2490@ATT.COM (600) 776.9140 1 CY 1,607 'MGR OSP PLNG & ENGRG DESIGN- SOUTHEAST CONSTRUCTION FLORIDA POWER 1, LIGHT CY 25.4 ENGINEERING, FLORIDA ENGINEERING MARIO ESCALONA C SY 117 7747 EW S RD. W MELBOURNE, FL 32904 (30S) 219.9143 T 4200 FLAGLER AVE. Q7� TN 8.8 MIAMI, FL33134 17; 3. RIS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES AMB EA 1 4 PRIOR TO EXCAVATION. AS REQUIRED BY THE UNDERGROUND FACILITY DAMAGE PREVEN EA 2 NOTIFY SUNSHINE AT 811, i LF 70 4. UTILITIES ARE TO BE ADJUSTED BY UTILITY OWNER OR AS DIRECTED BY THE ENGINEER. I LF 152 LF 109 1 EA 4 GENERAL NOTES: I LF 161 1. CONTRACTOR SHALL OBTAIN COPIES OF ALL REQUIRED PERMITS BEFORE COMMENCING N SY 4,016 SHALL FAMILIARIZE THEMSELF WITH ALL PERMIT CONDITIONS AND PERFORM ALL WORKSF 42 ALL SAID CONDITIONS. # SY 9,130 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE C 1 CONTACT ALL CONCERNED UTILITIES AT LEAST 72 HOURS IN ADVANCE FOR CONSTRUCT( I EA 2 3. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR WRITTEN ENGINEER. I LF 86 4. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE. MAXIMUM SLOPE 4:1. I LF 12 S. ENGINEER SHALL BE NOTIFIED AT LEAST 72 HOURS IN ADVANCE FOR ANY INSPECTION. LS 1 6. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRA( EA 1 INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. 7. ALL INLETS SHALL HAVE A 6' MIN. SUMP BELOW LOWEST INVERT. S. EROSION CONTROL FENCING MUST BE IN PLACE PRIOR TO GRADING. 9. PIPE LENGTHS AND SLOPES SHOWN ARE APPROXIMATE. i 18. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION R SHAT CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE_ THE EXISTING STRUCTURE( RETURN IT TO EXISTING CONDITIONS OR BETTER:>E STRIPING, BARRIER 11. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION PPING, SIGNS, MESSAGE WATERTIGHT. j SIGNS AND ALL OTHER 12. CONTRACTOR SHALL ADJUST INLETrSTRUCTURE OR CONNECTION LOCATION AS REOUIREONCE. OF TRAFFIC. ALL ENSURE PROPOSED STRUCTURES AND PIPES ARE IN PROPER ALIGNMENT AND MATCH SL.`R TO ORTFINASTRIPING. -_OF PRIOR IC ALL ROAD EXISTING PIPES OR CONNECTIONS: y OF TRAFFIC PAY ITEM. 13. THIS PLAN CONTEMPLATES ACCESS CONNECTIONS TO ADJACENT ROADS AS SHOWN. OFESSIONAL ENGINEER I 14. FILL MATERIAL MAY NOT BE STOCKPILED HIGHER THAN SIX (6) VERTICAL FEET. I 15. DIMENSIONS SHOWN ARE TO EDGE OF GUTTER OR PAVEMENT. RADII SHOWN ARE TO FACT CURB. ?1L, SAW CUTAND/OR .'IRB OR SIDEWALK THE 18. ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. S''ING PIPES CULVERTS, '. REMOVED AND THE 17. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER INDIAN RIVER COUNTY REQUIOE FORMED AND FILLED (STATE OF FLORIDA 16. ANY STATE AND FEDERAL PERMITS THAT MAY BE REQUIRED AS A RESULT OF LAND CLEAF•UDING AS -BUILT ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 10 UTILITY ITEMS. 19. CONTRACTOR IS RESPONSIBLE TO PROTECTANDIOR REPLACE ALL SURVEY MONUMENTA SURVEYOR IN THE STATE OF FLORIDA AVENUE AT APPROX. 20. ALL WORK SHALL BE DONE FROM AND WITHIN THE RIGHT-OF-WAY. I 3 PER VA PENT MARKERS SHALL 000 PSI (MIN.) ( ,LOW IN COLOR. I SPECIFICATIONS FOR NDARDS. J \L NOTES F QUANTITIES }I G S r Use 60 iT 1k h E OF ' Vo" F10R10P �ONALyEN�;j Olt SHEET AARON O. STANTON C3 FL P."72460 LATE: 18-0043 h