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a <br />STA 101 +43 STA: 103+97 T I <br />'51 A D: <br />SAN. M.H. No. 6 1 -) A <br />SAN M.H. No. <br />48* DIA. STRU <br />48" DIA. STRUCTURE STA. 102+56 5 <br />48" DIA. STRUCTURE SAN. M.H. No. 5B CT E <br />RIM-EL. 4.58 RIM-EL. 4.81 <br />INV-EL. +0.12(E) RIM-EL 4.31 INV-EL. -1.04(E) SEWER METER CONNECTION <br />SEWER METER CONNECTION INV-EL, -0.33(W) INV-EL. -0.97(W) SEE MDWASD DETAIL SS 1.0 <br />SEE MIDWASD DETAIL SS 2.0 INV-EL. -0.41(E) SEWER METER CONNECTION STA = 104+91 <br />STA = 101+43 SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 OFF = -29.72 <br />OFF = -31.32 SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 SEWER METER CONNECTION STA = 103+99 <br />SEE MDWASD DETAIL SS 1.0 STA = 102+64 SEE MDWASD DETAIL SS 1.0 OFF = -30.01 <br />- STA = 102+23 OFF = -3006 STA I0.3+02' <br />OFF . <br />-29-68 OFF = -29.55 <br />10094 ........ <br />I? <br />CONS <br />4 <br />TRIXTION a4sE uNE <br />ArZA <br />E <br />101+00 A7 BL vD <br />COWRUCION E LIN <br />8p PK <br />QE 113 LF 0 0 40X + <br />IT Nv_ C ION 1E 1111 1 Q;4 gg <br />ATLANTIC BLVD. <br />............. <br />. ................ ......... <br />0 <br />d, <br />------------ <br />0 <br />�SEWER METER CONNECTION <br />SEE MDWASD DETAIL SS 1.0 <br />SEWER METER CONNECTION N STA = 104+42 <br />SEE MDWASD DETAIL SS 1.0 -SEE MDWASD DETAIL SS 1. ON SEWER METER CONNECTION OFF = 30.08 <br />A i �rC 1 V`) SEWER METER CONNECTION <br />SEWER METER CONNECTION STA = 102+30 STA - 102+72 SEE MDWASD DETAIL SS 1 .0 SEE MDWASD DETAIL SS 1.0 <br />OFF 28.82 OFF - 21,79 STA = 103+51 STA = 104+18 <br />OFF = 29.17 OFF = 30.37 <br />7 0 R I <br />W DICNF <br />3 4 A <br />3 _AN TIC OLVD <br />FT'F -c <br />C I_A <br />, <br />L <br />D <br />V� <br />i. " I i () V ' ' <br />L11 ANTIC BLVD <br />2FVIJ <br />ON <br />12 <br />2 <br />501 <br />-2 <br />on- <br />Eno <br />DATUM ELE V 1 1 <br />-8.00 100+00 <br />101+00 <br />SAN MH 0 101 <br />RIM El - EV - A,' <br />INV=O. 12 Out <br />-0.34% <br />+ <br />io iii <br />FINISHED GRADE <br />0 ROAD CEWERLINE <br />81 PVC OF III LF <br />102+00 <br />+ g + <br />9 .-Cp <br />V, U. O)l <br />SAN Mt.0 102+56 <br />RIM _L v <br />r <br />In (W) <br />.33 = 1 I <br />INV=- <br />INV= , 41 Out (E) <br />GRADE <br />PIPE <br />T.O.P. EL. - 0.12 <br />!Tmnmm� mem-_ <br />80 PVC OF 141 LF @ 0.40% <br />103+00 <br />SANITARY SEWER PROFILE <br />SAN MH 0 10+� <br />RIM EtEV m 4.81 <br />INV=-0.97 In (w) <br />INV=-1,04 Out (E <br />P_ <br />SEWER METER CONNECTION <br />SEE MDWASD DETAIL SS I <br />STA = 105+18 <br />OFF = -31.34 <br />•P�OF273LF00.40X <br />m <br />rn rlogo <br />- Nm <br />ffl cp <br />In w4 <br />w4 • <br />SEWER METER CONNECTION 0 <br />SEE MDWASD DETAIL SS 1.0 wa <br />STA = 105+12 0 <br />OFF = 28.24 <br />• <br />o <br />ro-1- <br />4 <br />2 <br />T.O.P. EL = -0.78-\ <br />io 4-ii <br />_j 8' PVe Or 2 3 rF g D.40% 4- <br />C 6 - <br />U11) -to C) <br />+ 4� + co <br />g _j -2 <br />ll + <br />A <br />+ <br />+ <br />T <br />io <br />-4 <br />104+ 00 <br />105+00 <br />in <br />in <br />\ II <br />NOTE.' <br />L EMTMG AM PROPOSED )PATER SYSTEM IS OWNED AND <br />GRAPHIC SCALE <br />CALL 48 HOURS BEFORE YOU DIG IN FLORIDA_ <br />MAINTAINED BY THE CITY OF NORTH MIAMI BEACH <br />20 <br />0 10 20 40 <br />80 <br />IN FEET <br />IT'S THE LAWIr <br />SCALE: 1"=20' <br />14M-432-4 <br />SUNSHINE STATE ONE CALL OF FLORIDA, INC. <br />DESIGNED <br />RSN <br />Caw, C*r&w CITY OF SUNNY ISLES BEACH FL <br />WASTEWATER <br />!'APPROVED RONNIE S. NAVARRO, P.E. <br />FLORIDA REGISTRATION No, 67642 <br />SCALE SHEET <br />1))=20' <br />- - _ ------ - - ------ <br />DATE <br />1 ORA%" <br />02/2006 <br />RSN I <br />-Stwvqm magNm <br />GRAVITY SYSTEM <br />1: <br />PROJECT No <br />Z 2 <br />1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY <br />05-4893 <br />��DATE <br />;CHECKED <br />0 2/2006 <br />J. <br />Fort Lauderdale, Florida 33316 <br />Phone: 954.921.7761 Fax 954.921,8807 <br />AND U TILITY IMPROVEMENTS <br />PLAN AND PROFILE <br />CAD FILE <br />05-4893-C-SSSWR-PLAN.DWG <br />-------- - ---- <br />NO DATE REVISION BY <br />i NO DATE I <br />REVISION <br />BY <br />DATE <br />02/2006 <br />Certificate of Authorization 514 <br />1 DATE <br />OF <br />\ II <br />