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EXISTING 36" <br />SANITARY SEWER <br />IE -6.41 <br />EXISTING GROUND <br />PROP. 8" DIP SAN. SEWER <br />90 LF @ 0.4% MIN. <br />PROP. 23 LF 6" PVC LAT. <br />@ SLOPE 1 <br />8" PER FOOT <br />INV. 0.26' <br />(FOR CONTINUATION <br />SEE PROFILE B) <br />MH-1 <br />MH-3 <br />R/W LINE <br />BOT. EL. -0.99' <br />BOT. EL. -0.85' <br />BOT. EL. -0.67' <br />PROPERTY LINE <br />EXISTING <br />8" W.M. <br />INV. 0.29 <br />INV. -0.32' <br />INV. 0.00' <br />EXISTING 8" <br />GAS (6" COVER MIN.) <br />1. <br />2 <br />0 <br />' <br />2. <br />5 <br />0 <br />' <br />EXISTING 8" <br />SANITARY SEWER <br />IE -0.32 <br />EXISTING 36" <br />STORM SEWER <br />IE 0.29 <br />1" - 2" HDPE WITH FIBER OPTIC <br />CABLE 36" DEPTH MIN. <br />(TO BE RELOCATED BY HOTWIRE <br />PRIOR TO CONSTRUCTION) <br />3. <br />3 <br />1 <br />' <br />8" D.I.P.0.4% <br />PUBLIC PRIVATE <br />8"8" <br />INV. -0.18' <br />8" <br />4.10 4.10 4.19 <br />4.13 <br />EASEMENT LIMITS <br />7.42' <br />PROP. MH <br />CMH-2 <br />ELECTRIC <br />DUCT <br />INV. -2.22' <br />0. <br />8 <br />' <br />CLEAN-OUT <br />WITH TRAFFIC <br />RATED COVER <br />R/W LINE <br />EXISTING GROUND <br />MH-3 LS-1 <br />PROPERTY LINE <br />BOT. EL. -0.67' <br />IN <br />V <br />. <br /> <br />1 <br />. <br />0 <br />0 <br />' <br />PROP. 8" DIP <br />SAN. SEWER (90 LF @ 0.4%) <br />INV. 0.00' <br />(FOR CONTINUATION <br />SEE PROFILE A) <br />PROP. 25 LF 2" PVC <br />PRIVATE SAN. F.M. <br />PROP. 6" PVC PRIVATE SAN. SEWER <br />(300 LF @ 1%) <br />INV. 2.10' <br />(FOR CONTINUATION <br />SEE PROFILE C) <br />CLEAN-OUT <br />WITH TRAFFIC <br />RATED COVER <br />5.00 <br />4.19 <br />5.4' <br />EASEMENT LIMITS <br />MH-4 <br />PROP. PRIVATE MH <br />PROP. 23 LF 6" PVC LAT. <br />@ SLOPE 1 <br />8" PER FOOT <br />INV. 0.26' <br />PUBLIC PRIVATE <br />PROP. AIR RELEASE VALVE <br />STA. 51+60.00 <br />CONNECT PROP. 6" PVC <br />PRIVATE SANITARY SEWER <br />TO PROP. 6" PIPE <br />REFER TO PLUMBING PLANS <br />IE 5.88' <br />EXISTING BUILDING <br />PROP. 2" PVC PRIVATE SAN. F.M. <br />INV. 1.00 <br />(50 LF) <br />(FOR CONTINUATION <br />SEE PROFILE B) <br />EXISTING GROUND <br />CLEAN-OUT WITH <br />TRAFFIC RATED COVER <br />LS-1 <br />PROP. 6" PVC PRIVATE SAN. SEWER <br />(300 LF @ 1%) <br />6" PVC <br />˥1% MIN. <br />INV. 2.10' <br />CLEAN-OUT WITH <br />TRAFFIC RATED COVER <br />PROP. 6" PIPE5.00 <br />7.58 <br />8.77 8.89 <br />CLEAN-OUT <br />WITH TRAFFIC <br />RATED COVER <br />8.90 <br />STA. 50+27.00 <br />(38.50' LT) <br />CONSTRUCT TYPE "A" MANHOLE <br />AS PER M-DWASD STANDARD <br />DETAIL SS7.0 <br />RIM ELEV. 4.10 <br />INV. ELEV. -0.32' (N) <br />INV. ELEV. -0.32' (S) <br />INV. ELEV. -0.32' (E) <br />MH-1 CMH-2 <br />STA. 50+67.50 <br />(34.50' LT) <br />CONSTRUCT CONFLICT <br />STRUCTURE W/ EXIST. <br />36" STORM SEWER* <br />RIM ELEV. 4.10 <br />INV. ELEV. -0.19' (E) <br />INV. ELEV. -0.16' (W) <br />DIAMETER: 5.00' <br />MH-3 <br />STA. 51+15.00 <br />(29.40' LT) <br />CONSTRUCT PRIVATE <br />TYPE "A" MANHOLE <br />AS PER M-DWASD STANDARD <br />DETAIL SS7.0 <br />RIM ELEV. 4.19 <br />INV. ELEV. 0.00' (W) <br />INV. ELEV. 0.00' (NE) <br />MH-3 <br />LS-1 <br />PROP. GRINDER PUMP <br />STA. 51+47.18 <br />RIM ELEV. 5.00' <br />INV. ELEV. 1.00' (SW) <br />INV. ELEV. 2.10' (SE) <br />MH-4 <br />STA. 51+28.75 <br />(54.20' LT) <br />CONSTRUCT PRIVATE <br />TYPE "A" MANHOLE <br />AS PER M-DWASD STANDARD <br />DETAIL SS7.0 <br />RIM ELEV. 4.40 <br />INV. ELEV. 1.00' (W) <br />INV. ELEV. 0.26' (NE) <br />8 <br />6 <br />4 <br />2 <br />0 <br />-2 <br />-4 <br />-6 <br />-8 <br />-10 <br />51+00 <br />SEWER PROFILE A <br />SCALE: 1" = 20'-0" HOR. <br /> 1" = 2'-0" VERT. <br />10 <br />50+00 <br />8 <br />6 <br />4 <br />2 <br />0 <br />-2 <br />-4 <br />-6 <br />-8 <br />-10 <br />10 <br />51+00 52+00 <br />PUBLIC R/W <br />SEWER PROFILE B <br />CITY OF SUNNY ISLES R/W <br />2 <br />0 <br />-2 <br />-4 <br />-6 <br />-8 <br />-10 <br />8 <br />6 <br />4 <br />10 <br />52+0051+00 53+00 54+00 <br />SEWER PROFILE C <br />* FOR CONFLICT STRUCTURE DETAILS SEE SHEET <br /> C-7: SANITARY SEWER DETAILS <br />CITY OF SUNNY ISLES R/W <br />NOTE: <br />SALTWATER INTRUSION AREA. ALL <br />PROP. D.I.P. PIPES AND FITTINGS TO <br />HAVE POLYETHYLENE ENCASEMENT <br />PER M-DWASD DETAIL A 9.0. <br />R <br />68 <br />6 <br />1 <br /> <br />S <br />. <br />W <br />. <br /> <br />1 <br />9 <br />6 <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />3 <br />0 <br />2 <br />3H <br />P <br />E <br />U <br />R <br />N <br />H <br /> <br />3 <br />L <br />Q <br />H <br />V <br /> <br /> <br />) <br />O <br />R <br />U <br />L <br />G <br />D <br /> <br />ā <br /> <br /> <br /> <br /> <br /> <br /> <br />3K <br />R <br />Q <br />H <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />ā <br /> <br />) <br />D <br />[ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />CE <br />R <br />T <br />I <br />F <br />I <br />C <br />A <br />T <br />E <br /> <br />O <br />F <br /> <br />A <br />U <br />T <br />H <br />O <br />R <br />I <br />Z <br />A <br />T <br />I <br />O <br />N <br /> <br />N <br />O <br />. <br /> <br />0 <br />0 <br />0 <br />0 <br />8 <br />3 <br />6 <br />5 <br />SA <br />M <br />S <br />O <br />N <br /> <br />O <br />C <br />E <br />A <br />N <br />F <br />R <br />O <br />N <br />T <br /> <br />P <br />A <br />R <br />K <br />SA <br />N <br />I <br />T <br />A <br />R <br />Y <br /> <br />S <br />E <br />W <br />E <br />R <br /> <br />P <br />R <br />O <br />F <br />I <br />L <br />E <br />17 <br />4 <br />2 <br />5 <br />/ <br />1 <br />7 <br />4 <br />5 <br />1 <br /> <br />C <br />O <br />L <br />L <br />I <br />N <br />S <br /> <br />A <br />V <br />, <br /> <br />S <br />U <br />N <br />N <br />Y <br /> <br />I <br />S <br />L <br />E <br />S <br />, <br /> <br />F <br />L <br /> <br />3 <br />3 <br />1 <br />6 <br />0 <br />C-6 <br />6 16 <br />14026 <br />M-DWASD AGREEMENT ID 21988 <br />NOT A PART OF M-DWASD REVIEW NOR APPROVAL