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Y1 I "'HI Ar: <br />3111 ATLA <br />O <br />C <br />44 wo <br />T <br />low <br />too <br />ul <br />WW <br />NZ 4 <br />tu <br />UA <br />Cc <br />low <br />SEWER METER CONNECTION <br />-SEE ,WWASD DETAIL SS 1.0 <br />STA = 12+54 <br />OFF = -32,44 <br />SEWER M R CONNECTION <br />SEWER METER CONNECTIOgE MDWASD DETAIL SS 1.0 <br />SEE MDWASD DETAIL SS 1.0 A 6+48 <br />/-STA = 105+83 <br />TA 1119,90 <br />OFF -29.53 <br />0 <br />0 <br />CONSTRUCTION LINE <br />WR- CONS 9S E I <br />108+00 <br />rn- <br />0 j07+,00 <br />A TLAAr7 BLVD <br />06+00 <br />SEWER METER CONNECTION <br />SEE MDWASD DETAIL SS 1.0 <br />SEWER METER CONNECTION STA - 107+45 <br />SEE MDWASD DETAIL SS 1.0 OFF - 30,11 <br />STA - 1(07+15 <br />SEWER METER CONNECTION <br />OFF 30.20 <br />\\-SEE MDWASD DETAIL SS 1.0 A <br />STA = 105+92 A- <br />OFF = 29.94 EFI.NE S A C0 S I <br />4 <br />A] -AN iiL i' i A, <br />CF.1? V'A ARENCIB!A REV IN I TRUST <br />& E =RIC ARENCIt3iA REV ICJ' TPUST <br />ATLANTIC 63LVD <br />SEE SHEET C26 FOR CONTINUATION <br />e0000, - <br />STA: 12-42 <br />SAN. M.14. No. 3 <br />48" DIA. 1; STRUCTUR - - -- <br />RIM-EL.' "'5.00 <br />INV-EL. �'-2.70(SE) <br />INV-EL. ;-2.60(NE) <br />SEWER METER CONNECTION <br />EE MDWASD DETAIL SS 2.0 <br />STA = 108+77 <br />OFF = 30.81 <br />109+00 <br />ATLANTIC BL VD. <br />1 <br />1 <br />STA: 111+19 <br />SAN. M.H. No. I <br />48* DIA. STRUCTURE <br />RIM-EL. 4.82 <br />+ <br />INV-E'-. -4.06(W) <br />Ift <br />10 <br />A : <br />8- <br />SEWER METER CONNECTION <br />SEE MDWASD DETAIL SS 1.0 <br />STA. 106+70 <br />6 <br />4 <br />0 <br />-6- <br />DATUM ELE V <br />STA = 11+91 <br />SAN. M.H. No. 4 <br />48' DIA. STRUCTURE <br />OFF = -29.45 <br />RIM-EL. 4.57 <br />`. z' F i <br />INV-EL. -2.13(W) <br />6 <br />4 <br />0 <br />-4 <br />-6 <br />8 <br />INV-EL. -2.19(E) <br />SEWER METER CONNECTION <br />-SEE ,WWASD DETAIL SS 1.0 <br />STA = 12+54 <br />OFF = -32,44 <br />SEWER M R CONNECTION <br />SEWER METER CONNECTIOgE MDWASD DETAIL SS 1.0 <br />SEE MDWASD DETAIL SS 1.0 A 6+48 <br />/-STA = 105+83 <br />TA 1119,90 <br />OFF -29.53 <br />0 <br />0 <br />CONSTRUCTION LINE <br />WR- CONS 9S E I <br />108+00 <br />rn- <br />0 j07+,00 <br />A TLAAr7 BLVD <br />06+00 <br />SEWER METER CONNECTION <br />SEE MDWASD DETAIL SS 1.0 <br />SEWER METER CONNECTION STA - 107+45 <br />SEE MDWASD DETAIL SS 1.0 OFF - 30,11 <br />STA - 1(07+15 <br />SEWER METER CONNECTION <br />OFF 30.20 <br />\\-SEE MDWASD DETAIL SS 1.0 A <br />STA = 105+92 A- <br />OFF = 29.94 EFI.NE S A C0 S I <br />4 <br />A] -AN iiL i' i A, <br />CF.1? V'A ARENCIB!A REV IN I TRUST <br />& E =RIC ARENCIt3iA REV ICJ' TPUST <br />ATLANTIC 63LVD <br />SEE SHEET C26 FOR CONTINUATION <br />e0000, - <br />STA: 12-42 <br />SAN. M.14. No. 3 <br />48" DIA. 1; STRUCTUR - - -- <br />RIM-EL.' "'5.00 <br />INV-EL. �'-2.70(SE) <br />INV-EL. ;-2.60(NE) <br />SEWER METER CONNECTION <br />EE MDWASD DETAIL SS 2.0 <br />STA = 108+77 <br />OFF = 30.81 <br />109+00 <br />ATLANTIC BL VD. <br />1 <br />1 <br />STA: 111+19 <br />SAN. M.H. No. I <br />48* DIA. STRUCTURE <br />RIM-EL. 4.82 <br />+ <br />INV-E'-. -4.06(W) <br />Ift <br />10 <br />110+00 ECONSTRUCTION WE LINE <br />8" PVC OF 277 LF a 0.40% <br />J-A <br />SEWER METER CONNECTION <br />SEE MDWASD DETAIL SS 2.0 <br />STA = 110 +08 <br />OFF = 30.98 <br />Ti H6,M",- A <br />STA: 108+42 -� ILA ,1 ,l V- <br />SAN. M.H. No. 2 <br />48" DIA. STRUCTURE <br />RIM-EL. 5.13 <br />INV-EL. -2,52(NW) <br />INV-EL. -2.95(E) <br />INV-EL. -2.87(W) <br />SEWER METER CONNECTION <br />SEE MDWASD DETAIL SS 2.0 j <br />STA = 110+80 <br />OFF = 29.77 <br />111+00 <br />d <br />Au <br />U j <br />- - --------- <br />SEWER METER CONNECTION <br />5.2 <br />10 <br />10 <br />8- <br />6 <br />4 <br />0 <br />-6- <br />DATUM ELE V <br />6 <br />4 <br />0 <br />-4 <br />-6 <br />8 <br />SAN MH 0 106 <br />RIM EtEV = 4.r <br />INV=-2.13 In <br />INV=-2.19 Out <br />*70 <br />- <br />(E) <br />:,i. 4.67 <br />FINISHED <br />0 ROAD <br />GRADE <br />CENTERLINE <br />SAN MH 0 111- .19 <br />RIM ELEV = 4.8 <br />IW=-4.55 Out E) <br />n. <br />\-EXISTIIIG <br />0 RG <br />GRADE <br />D CENTERLINE <br />DRAINAGE PIPE CI <br />Z-114V EL 0.50 <br />OSSING <br />DRAINAGE PIPE a <br />INV. <br />KISSING <br />1 0.00 <br />8' <br />PVC OF 273 LF @ 0A00 <br />6 <br />LT <br />T.O.P. EL. "1.68 <br />A <br />a: <br />g <br />+ <br />!S ;-K T. <br />8" PVC OF <br />- <br />0C <br />172 LF 0.40% <br />-------- <br />)F 277 LF @ 0.40% <br />T.O.P. EL. - -2.9E <br />7 <br />;7-0 <br />W5 <br />o <br />SAN. SEWER C ROSSING <br />INV.=-2,58 <br />............................ <br />0: <br />C> <br />q <br />--------------- <br />PVC <br />lei <br />C <br />C> <br />v+ L <br />9i <br />7 <br />-8.00 <br />106+00 <br />107+00 <br />108+00 <br />109+00 <br />110* <br />00 <br />111+00 <br />SANITARY SEWER PROFILE <br />NOTE' <br />1. EMTMG AND PJ?0P05Z0 )PATER SYSTEM IS 00WED AND <br />MAINTAINED BY THE CITY OF NORTH MIAMI BEACH <br />CaW. C*rdw <br />it <br />owbwm &Wwym mamm <br />1800 Eller Drive, Suite 800 <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 />GRAPHIC SCALE <br />WASTEWATER <br />GRAVITY SYSTEM <br />PLAN AND PROFILE <br />( IN FEET ) <br />SCALE: 1"=20' <br />RONNIE S. NAVARRO, P.F- <br />FLORIDA REGISTRATION No, 67642 <br />A <br />SCALE 11 <br />H SHEET <br />"=20' <br />1 PROJECT No 1� <br />05- <br />--- -------- --- 4893 C23 <br />I <br />CAD FILE <br />05-4893 - C -SSSWR- PLAN, DWG <br />L : OF <br />