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,'�l HORESH <br />IW -TKM <br />Tpq V <br />STA. 10+48 <br />CATCH BASIN No. 5 <br />10' TE VW STRC (60� <br />ALAN ,GIs I Y A, A[__)FJAN,' 1,,,l <br />/_CONTRUQ*kffA9WX <br />INV-EL 0.00 (SE) <br />4w10 TEMPO <br />TO ERTINC.__. CONTRUCTION EASE <br />IV AY PVMt <br />­,4 <br />r <br />gA- 10417 <br />LIMIT OF CONSTRUCTION' 'CATCH BASIN 4 <br />ME 'r ST D <br />444PE 'r ST (72 <br />RIM -EL 4.2 <br />-EL -2.90 (SW�� <br />M M A A R C 19 1 A 1 1� T IW <br />t, - I -, I EL. <br />EPA /- AR[_HJCIE1A RFV r1RU'_-,r EXISTING <br />A -ILAN 7 (� �[ Iw'-EL: . <br />-I , _ D AY PVML <br />1111111110- <br />NO,' <br />rol <br />m <br />2 <br />%q <br />—2 <br />mm- <br />DA TUM ELEV <br />—6.00 <br />NOTE <br />TO EXISTING <br />fY�1 111 <br />A1CH'jO EXISTING <br />l-, 'A <br />t_tRIVEWAY PMT. <br />VMT. <br />A <br />yK <br />MATCHH- TO-EXISTING <br />RIVIEWAY PVM <br />+ <br />. . . . . . . . . . <br />4w10 TEMPO <br />TO ERTINC.__. CONTRUCTION EASE <br />IV AY PVMt <br />­,4 <br />r <br />gA- 10417 <br />LIMIT OF CONSTRUCTION' 'CATCH BASIN 4 <br />ME 'r ST D <br />444PE 'r ST (72 <br />RIM -EL 4.2 <br />-EL -2.90 (SW�� <br />M M A A R C 19 1 A 1 1� T IW <br />t, - I -, I EL. <br />EPA /- AR[_HJCIE1A RFV r1RU'_-,r EXISTING <br />A -ILAN 7 (� �[ Iw'-EL: . <br />-I , _ D AY PVML <br />1111111110- <br />NO,' <br />rol <br />m <br />2 <br />%q <br />—2 <br />mm- <br />DA TUM ELEV <br />—6.00 <br />NOTE <br />TO EXISTING <br />8 _4A%k LO EXISTING <br />i VD + 17� <br />DRIVEWAY PVM;L, <br />MATCH TO EXISTING <br />DRIVEWAY PVMT.. <br />MATCH TO EXISTING <br />DRIVEWAY PVMT. <br />;Zl <br />LIMIT OF CONSTRUCTION—\ <br />J <br />fY�1 111 <br />A1CH'jO EXISTING <br />8 _4A%k LO EXISTING <br />i VD + 17� <br />DRIVEWAY PVM;L, <br />MATCH TO EXISTING <br />DRIVEWAY PVMT.. <br />MATCH TO EXISTING <br />DRIVEWAY PVMT. <br />;Zl <br />LIMIT OF CONSTRUCTION—\ <br />J <br />RIM-EL. 4.50 '--1 <br />lmk/-rl _') on (w\ <br />STORM DMINAGE CONFaCTS WrM SMff"Y SEDERS, PVRCS M" AND <br />)FATER LINES ARE ADDRESSED ON SHEETS C22-C28 (SEWER PLANS AND <br />PROFILES). <br />PROVIDE POLLUTION RETARDANT BAFFLES (PMY) AT ALL OVTFALL PIPES <br />WT.PHBV EACH CATCH BASIN <br />i V I %.F %.0 <br />STORY SEWER PROFILE <br />NOM <br />S710" DRAINAGE CONFLICTS MY SANITARY SEVERS <br />AND YVRCE JWN ARE ADDRESSED ON SHEETS <br />C22-=8 (SEWER PUNS AND PROFILES) <br />C". Gbrdow S Anodates, Inc. <br />biginew SurvwM Flarm= <br />1800 Eller Drive, Suite 600 <br />Fort Lauderdale, Florida 33316 <br />Phone: 954.921.7781 Fax 954.921.8807 <br />Certificate of Authorization 514 <br />CITY OF SUNNY ISLES BEACH, FL <br />ATLANTIC ISLES ROADWAY <br />AND UTILITY IMPROVEMENTS <br />11C/_7_UU 15+00 <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />( IN FEET ) <br />SCALE: 1"=20' <br />PROFILE VIEW. HORIZONTAL 1"=20' VERTICAL 1"=10' <br />PAVING APPROVED RONNIE S. NAVARRO, P.E. <br />, GRADING AND FLORIDA REGISTRATION No. 67642 <br />DRAINAGE PLAN AND PROFILE <br />�;1101 <br />16+00 <br />ral <br />m <br />N <br />—2 <br />Im- <br />me <br />CALL 48 HOURS BEFORE YOU DIG IN FLORIDA' <br />IT'S THE LAW!, <br />I-V <br />�SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />SCALE SHEET <br />1 20' <br />PROJECT No <br />05-4893 C16 <br />CAD FILE <br />05-4893-C - STRM -PROF. DWG nr <br />A1CH'jO EXISTING <br />l-, 'A <br />t_tRIVEWAY PMT. <br />VMT. <br />A <br />RIM-EL. 4.50 '--1 <br />lmk/-rl _') on (w\ <br />STORM DMINAGE CONFaCTS WrM SMff"Y SEDERS, PVRCS M" AND <br />)FATER LINES ARE ADDRESSED ON SHEETS C22-C28 (SEWER PLANS AND <br />PROFILES). <br />PROVIDE POLLUTION RETARDANT BAFFLES (PMY) AT ALL OVTFALL PIPES <br />WT.PHBV EACH CATCH BASIN <br />i V I %.F %.0 <br />STORY SEWER PROFILE <br />NOM <br />S710" DRAINAGE CONFLICTS MY SANITARY SEVERS <br />AND YVRCE JWN ARE ADDRESSED ON SHEETS <br />C22-=8 (SEWER PUNS AND PROFILES) <br />C". Gbrdow S Anodates, Inc. <br />biginew SurvwM Flarm= <br />1800 Eller Drive, Suite 600 <br />Fort Lauderdale, Florida 33316 <br />Phone: 954.921.7781 Fax 954.921.8807 <br />Certificate of Authorization 514 <br />CITY OF SUNNY ISLES BEACH, FL <br />ATLANTIC ISLES ROADWAY <br />AND UTILITY IMPROVEMENTS <br />11C/_7_UU 15+00 <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />( IN FEET ) <br />SCALE: 1"=20' <br />PROFILE VIEW. HORIZONTAL 1"=20' VERTICAL 1"=10' <br />PAVING APPROVED RONNIE S. NAVARRO, P.E. <br />, GRADING AND FLORIDA REGISTRATION No. 67642 <br />DRAINAGE PLAN AND PROFILE <br />�;1101 <br />16+00 <br />ral <br />m <br />N <br />—2 <br />Im- <br />me <br />CALL 48 HOURS BEFORE YOU DIG IN FLORIDA' <br />IT'S THE LAW!, <br />I-V <br />�SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />SCALE SHEET <br />1 20' <br />PROJECT No <br />05-4893 C16 <br />CAD FILE <br />05-4893-C - STRM -PROF. DWG nr <br />