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10 - <br />i <br />Won <br />m <br />2 - <br />m <br />-2 - <br />DATUM ELEV <br />-6.00 <br />Pl <br />(349 <br />J. 19 <br />i <br />r <br />i <br />i <br />m <br />i <br />i <br />tD <br />NOTE, <br />CALL 48 HOURS BEFORE YOU DIC IN FLORIDA <br />NOTE <br />NOTE: <br />ST10" DRAINAGE CONFLICTS PITH SANITARY SEVERS, ffVAWE A[ALN AND <br />VATER LINES ARE ADDRESSED ON SHEETS C22 —C28 (SEVER PLANS AND <br />S?t'JRA! DRAINAGE CONFLICTS VI7H SANITARY SEVERS <br />I <br />7IT'S <br />t <br />PROFILE S) <br />�k. <br />ow- <br />PHALT MILLING AND RESURFACING <br />AN AVERAGE DEPTH OF <br />WILL BE REQJIRED <br />" IS (ANTICIPATED FOR T <br />FROM STA. 122 +2 <br />IS WORK. (REFER TO <br />TO STA, 124 +68. <br />ECIFICAnONS) <br />C22 —M (SEVER PLANS AND PROFILES) <br />PROVIDE POLLUTION RETARDANT BAFFLES (PRR') AT ALL OUTFALL PIPES <br />THE LAWI <br />1 -800- 432 -4770 <br />PITHDV EACH CATCH BASIN <br />00or <br />ail <br />LSUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />Pl <br />(349 <br />J. 19 <br />i <br />r <br />i <br />i <br />m <br />i <br />i <br />123+010 <br />124 +00 <br />STORM SEWER PROFILE <br />125+00 <br />126+00 <br />-10 <br />l <br />i <br />--2 <br />GRAPHIC SCALE <br />20 O 10 20 40 80 <br />( IN FEET ) <br />SCALE: 1 " =20' <br />PROFILE VIEW: HORIZONTAL 1 " =20' <br />VERTICAL i " =10' <br />tD <br />NOTE, <br />CALL 48 HOURS BEFORE YOU DIC IN FLORIDA <br />NOTE <br />NOTE: <br />ST10" DRAINAGE CONFLICTS PITH SANITARY SEVERS, ffVAWE A[ALN AND <br />VATER LINES ARE ADDRESSED ON SHEETS C22 —C28 (SEVER PLANS AND <br />S?t'JRA! DRAINAGE CONFLICTS VI7H SANITARY SEVERS <br />I <br />7IT'S <br />t <br />PROFILE S) <br />ow- <br />PHALT MILLING AND RESURFACING <br />AN AVERAGE DEPTH OF <br />WILL BE REQJIRED <br />" IS (ANTICIPATED FOR T <br />FROM STA. 122 +2 <br />IS WORK. (REFER TO <br />TO STA, 124 +68. <br />ECIFICAnONS) <br />C22 —M (SEVER PLANS AND PROFILES) <br />PROVIDE POLLUTION RETARDANT BAFFLES (PRR') AT ALL OUTFALL PIPES <br />THE LAWI <br />1 -800- 432 -4770 <br />PITHDV EACH CATCH BASIN <br />00or <br />ail <br />LSUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />EE SHEET C26 FOR AR <br />ESTORATION SHALL BE <br />AS REQUIRING TRENCHING. <br />ECUTITED IN ACCORDANC <br />TRENCH CONSTRUCT101 <br />WITH MIAMI DADE DER <br />I AND PAVEMENT <br />STANDARDS. <br />DESIGNED & 4 <br />DATE( <br />iordano � ates �"� CITY OF SUNNY ISLES BEACH, FL <br />!, APPROVED RONNIE S. NAVARRO, P.E. SCALE SHEET <br />PAVING GRADING AND FLORIDA REGISTRATION No. 6642 " = 2 0' <br />_ <br />MATCH TO EXISTING G <br />E <br />' <br />PROJECT 05 N4893 <br />DRAINAGE PLAN AND PROFILE — C15 <br />Fort Lauderdale, <br />- -_ _ � ___.{ _____._ _ <br />- __ ___ _ ._._. <br />CHECKED <br />EXI!S77NG BRIDGE I <br />TO R MANN <br />,, <br />NO DATE REVISION BY NO DATE <br />REVISION BY <br />DATE <br />Certificate of Authorization 514 <br />05- 4893- C- STRM- PROF.DWG <br />DATE OF <br />ExlsnNC GRADE <br />AT ROAD CL <br />0 <br />0 <br />o <br />123+010 <br />124 +00 <br />STORM SEWER PROFILE <br />125+00 <br />126+00 <br />-10 <br />l <br />i <br />--2 <br />GRAPHIC SCALE <br />20 O 10 20 40 80 <br />( IN FEET ) <br />SCALE: 1 " =20' <br />PROFILE VIEW: HORIZONTAL 1 " =20' <br />VERTICAL i " =10' <br />CALL 48 HOURS BEFORE YOU DIC IN FLORIDA <br />NOTE <br />NOTE: <br />ST10" DRAINAGE CONFLICTS PITH SANITARY SEVERS, ffVAWE A[ALN AND <br />VATER LINES ARE ADDRESSED ON SHEETS C22 —C28 (SEVER PLANS AND <br />S?t'JRA! DRAINAGE CONFLICTS VI7H SANITARY SEVERS <br />I <br />7IT'S <br />t <br />PROFILE S) <br />AND flVRCE MAIN ARE ADDRESSED ON SHEETS <br />C22 —M (SEVER PLANS AND PROFILES) <br />PROVIDE POLLUTION RETARDANT BAFFLES (PRR') AT ALL OUTFALL PIPES <br />THE LAWI <br />1 -800- 432 -4770 <br />PITHDV EACH CATCH BASIN <br />LSUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />t <br />- -..- <br />DESIGNED & 4 <br />DATE( <br />iordano � ates �"� CITY OF SUNNY ISLES BEACH, FL <br />!, APPROVED RONNIE S. NAVARRO, P.E. SCALE SHEET <br />PAVING GRADING AND FLORIDA REGISTRATION No. 6642 " = 2 0' <br />_ <br />_ _ <br />! DRAWN <br />DATE <br />, <br />1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY <br />' <br />PROJECT 05 N4893 <br />DRAINAGE PLAN AND PROFILE — C15 <br />Fort Lauderdale, <br />- -_ _ � ___.{ _____._ _ <br />- __ ___ _ ._._. <br />CHECKED <br />Phone: 954.921.7781 Fax 954.921.8807 <br />AND UTILITY IMPROVEMENTS <br />� CAD FILE �, <br />,, <br />NO DATE REVISION BY NO DATE <br />REVISION BY <br />DATE <br />Certificate of Authorization 514 <br />05- 4893- C- STRM- PROF.DWG <br />DATE OF <br />