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STA. 100+15 <br />COMEIINEO CURB INLET AND <br />CONTROL STRUCTURE No. 1 <br />SEE DETAIL (SHEET C20) <br />RIM-EL 4.17 <br />INV -EL -2,90 (SE) <br />INV -EL -0.48 EX. OUTF <br />EX 24" CMP OUTFALL (TO REMAIN) <br />RIM EL 4.32' (PER SURVEY) <br />INV EL ( -) 0.48 (PER SURVEY) <br />�. 10' TEMPORARY & ; <br />CONSTRUCTION EASEMENT <br />IN <br />LIMIT OF STA. 102 +46 # <br />4mlllml <br />�l. CONSTRUCTION CONTROL STRC No 2 <br />..y....: .. °"•.,. SEE DETAIL (SHEET='C2d)` <br />RIM -EL 4.00 <br />INV -EL. -190 (SE) <br />0 %i! W--fL ±0.11 (N) .. <br />r <br />§ y <br />�. } }+ I yy <br />N F. M Fk.N i <br />STA. 100+35 <br />CURB INLET No, 1 <br />72" DIA. STRUCTURE <br />RIM -EL. 4.30 <br />INV -EL 2.90 (NW)'"' <br />GEORGE H SCHOLL & W DIONE <br />\ 334 ATLANTIC BLVD <br />10 <br />i <br />In <br />�j <br />2 <br />.t] <br />—,2 <br />mr-A <br />DATUM ELEV <br />—6.00 <br />NOM <br />LIMIT OF CONSTRUCTION — - <br />10' TEMPORARY MATCH TO EXISTING <br />EASEMENT DRIVEWAY PVMT. <br />/ GEORGE H SCIHCLL & W DIONE <br />334 ATLANTIC BLVD <br />low <br />low <br />MflrH TO EXISTING <br />W. �- ,.,.... � DRIVEWAY PVMT. <br />+ MA CH TO EXISTING ° ,- .w. - " """" <br />�""�' "'"""~ - '--•. ,.iGA,�H TO EXISTING . MATCH TO EXISTING DRI EWAY PVMT. <br />DRIVE1 Y I JR ° - v ... ,MYe DRIVEWAY PVMT. ,,..„ ,..ETCH -16@ EXTSTIIGG r <br />.�.... .......,... .,�.�... ,�."_ ..'..— '.""""` A M U FS Cl N <br />µ DRIVEWAY PVMT. t ' 4.O AL MU M <br />10' TEMPORARY + 10 Al A,'ANTIC BLVD <br />STA: 102 +51 MATCH TOE (STING CONTII U&ION MENT <br />CATCH BASIN No. 2 h`} t � DRIVEWA PVMT. <br />TYPE "E" STRC (72" DID <br />JE.ANETTE ESPAIt L -1 <br />RIM -EL 4.00 LIMIT OF CONSTRUC & ,JCI �Ct- POLO a� M� i1I !._ HIDALGO <br />INV -EL -2.90 (NW) <br />318 ATLANTIC BL'Vf? <br />INV -EL -2.90 (E) <br />INV -EL -2.90 (W) <br />LUW Pr-31 k: 1UZ+4b <br />LOW PT E LEV: 4,31 10 <br />PVI STA: 102 +50 HIGH PT LEV: 4.94 <br />EM 4 PVI STA: 104 +50 <br />K: p PVI ELI V. 5.02 <br />LVC: .Do , <br />LVC: 00.00 - -- <br />NN S C4 <br />O G ^ R <br />V <br />us <br />(TO REM IN) PROIED 6 <br />A-F Aft <br />PROPOSE GRADE <br />0.68% <br />-0.34X AT ROAD CL <br />-1.03X NG GRADE 0. <br />EXISTING 4 <br />AT ROAD CL <br />(T R INi <br />_ - 2 <br />16 "R.C.P.0 27 L - - -- - - - - -- - - -- -- <br />C.P. OF F <br />30)" R.C.P. OF 219 LF <br />—,2 <br />IM ELEV - 4.17 <br />NV —2'90 in (SE) STRM STRf 0 102 +51 —4 <br />sme 0 10 Oil T35 <br />RIM 171 EV 41)f) <br />RI ELEV = 4.30 INV - -2.9O I (NW) <br />INV -2.90 Out (NW) INV= -2.90 (W) <br />INV - -2.90 ut <br />e rr <br />'41 14:111� �; � �; � U) c0 � t� Ch M <br />�� a� �� �o� o,� o,� o,"t Corr �� <br />100+00 101 f 00 102+ 00 nn ,,, , <br />SM" LTRADVAGS CONPr.M MW SAW"Y SEOMW,, F19RCS M" AND <br />MATER LMW AM ",&M VW ON SAWS CS2 --CM (8511'SR PUM AND <br />PROF77.aS). <br />PROWN POLbL"MN RSTABDAM' BMW MRB's) AT ALL 00F'ALL PIPES' <br />lIli7lDlr SACH CA1C8 BASIN. <br />REVISION I BY II NO <br />I' DESIGNED <br />DATE <br />- - - _ <br />3 CHECKED <br />SY I � DATE <br />STORM SEWER PROFILE <br />c*A16 a01'"m & In. <br />En ea Surveym Pbmws <br />1800 Eller Drive, Suite 600 <br />Fort Lauderdale, Florida 33316 <br />Phone: 954.921.7781 Fax 9!54.921.8807 <br />Certificate of Authorization 614 <br />CITY OF SUNNY ISLES BEACH, FL <br />ATLANTIC ISLES ROADWAY <br />AND UTILITY IMPROVEMENTS <br />-L V`tTVil <br />105+00 <br />GRAPHIC SCALE <br />( IN FEET ) <br />SCALE: 1 " =20' <br />PROFILE VIEW: HORIZONTAL 1 " =20' VERTICAL i " =10' <br />PAVING GRADING AND APPROVED BONNIE S. NAVARRO, P. E. <br />FLORIDA REGISTRATION No. 67642 <br />DRAINAGE PLAN AND PROFILE <br />J <br />'CALL 48 HOURS BEFORE YOU DIG IN FLORIDA <br />IT'S THE LAWIi.-7 <br />1$00 -4$2 -4770 <br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />SCALE 1 „ zo' <br />PROJECT No <br />_0. 5 4893 <br />CAD FILE - - <br />05- 4893- C- STRM- PROF.DWG <br />s- <br />C11 <br />