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8" <br /> <br />G <br />A <br />S <br /> <br />T <br />E <br />C <br />O <br />2" PL I-3 <br />2" PL I-3 <br />2" WM <br />18 <br />" <br /> <br />C <br />I <br />P <br /> <br />M <br />- <br />D <br />W <br />A <br />S <br />D <br /> <br />S <br />A <br />N <br /> <br />8" <br /> <br />M <br />- <br />D <br />W <br />A <br />S <br />D <br /> <br />S <br />A <br />N <br /> <br />12 <br />" <br /> <br />W <br />M <br /> <br /> <br />C <br />N <br />M <br />B <br /> <br />EXIST. HOTWIRE <br />1"-2" HDPE WITH <br />FIBER OPTIC CABLE <br />36" DEPTH MIN. <br />36 <br />" <br /> <br />M <br />- <br />D <br />W <br />A <br />S <br />D <br />SA <br />N <br /> <br />. <br /> <br />A <br />S <br />- <br />B <br />U <br />I <br />L <br />T <br /> <br />3 <br />4 <br />9 <br />- <br />1 <br />2 <br />8" <br /> <br />G <br />A <br />S <br /> <br />T <br />E <br />C <br />O <br />18 <br />" <br /> <br />V <br />C <br />P <br /> <br />M <br />- <br />D <br />W <br />A <br />S <br />D <br /> <br />S <br />A <br />N <br />8" SEWER <br />8" SEWER <br />8" SEWER <br />8" SEWER <br />36 <br />" <br /> <br />S <br />T <br />O <br />R <br />M <br />4.41 <br />3.45 <br />3. <br />8 <br />2 <br />3.8 <br />4 <br />4.1 <br />3 <br />3. <br />8 <br />5 <br />3. <br />9 <br />9 <br />4.12 <br />4. <br />1 <br />3 <br />4.1 <br />2 <br />4.0 <br />3 <br />4.1 <br />2 <br />4.1 <br />6 <br />3.55 <br />3.7 <br />7 <br />3. <br />5 <br />4 <br />3. <br />6 <br />1 <br />3.80 <br />3.6 <br />63.94 <br />3. <br />3 <br />8 <br />3.65 <br />3. <br />2 <br />2 <br />2.9 <br />2 <br />2. <br />9 <br />6 <br />3.5 <br />4 <br />3. <br />7 <br />5 <br />3. <br />8 <br />8 <br />3.85 <br />3.91 <br />4.1 <br />8 <br />3.8 <br />8 <br />4.6 <br />6 <br />5.0 <br />3 <br />4.9 <br />2 <br />4.52 <br />4.2 <br />0 <br />4.4 <br />0 <br />4.14 <br />3.8 <br />1 <br />3. <br />9 <br />8 <br />4.0 <br />7 <br />4.14 <br />4.12 <br />5. <br />5 <br />3 <br />5.9 <br />4 <br />6.7 <br />2 <br />6. <br />2 <br />2 <br />7.0 <br />3 <br />7.5 <br />0 <br />8.34 <br />7 <br />. <br />8 <br />6 <br />8. <br />6 <br />9 <br />9. <br />1 <br />8 <br />8.90 <br />7.98 <br />7.4 <br />7 <br />6.9 <br />9 <br />6. <br />2 <br />35.5 <br />4 <br />4.07 8.06 <br />8. <br />7 <br />2 <br />8.98 <br />8.76 <br />8.80 <br />8. <br />9 <br />6 <br />9.1 <br />7 <br />8. <br />5 <br />5 <br />8. <br />6 <br />3 <br />9.10 <br />8. <br />9 <br />0 <br />8.81 <br />7.34 <br />7. <br />2 <br />6 <br />7. <br />5 <br />7 <br />8. <br />0 <br />3 <br />7.94 <br />5.0 <br />3.9 <br />3. <br />5 <br />3.6 <br />5. <br />2 <br />5. <br />3 <br />5.7 <br />6.6 <br />6.6 <br />6.8 <br />7.1 <br />8.4 <br />8. <br />4 <br />7. <br />9 <br />6.9 <br />8. <br />7 <br />9.0 <br />9. <br />1 <br />9.2 <br />9.0 <br />8. <br />5 <br />3. <br />7 <br />5. <br />8 <br />4. <br />3 <br />7.9 <br />8 <br />. <br />1 <br />8.3 <br />9.1 <br />7. <br />0 <br />7.8 <br />8.8 <br />7. <br />6 <br />8.7 <br />7.9 <br />9.2 <br />8.1 <br />7. <br />4 <br />8. <br />0 <br />5.6 <br />6. <br />6 <br />7.6 8. <br />2 <br />7. <br />8 <br />7.3 <br />7.5 <br />7.73 <br />8.0 <br />7.8 <br />0 <br />8. <br />9 <br />9.0 <br />5.7 <br />4.9 <br />3.8 <br />4.0 <br />9.1 <br />8. <br />5 <br />9. <br />8 <br />7. <br />5 <br />6.6 <br />6.0 <br />5.9 <br />6.1 <br />6.67.3 <br />6.1 <br />6.0 <br />6.3 <br />6.7 <br />6.8 <br />8.5 <br />8.3 <br />8. <br />1 <br />8.5 <br />6ƒ<br />:<br /> & 0 <br />1 <br /> <br />ƒ <br /> <br /> <br /><br /> <br /> <br /> <br /> <br />( <br />6ƒ<br />:<br /> & 0 <br />1 <br /> <br />ƒ <br /> <br /> <br /><br /> <br /> <br /> <br /> <br />( <br />20 <br />0 <br />. <br />9 <br />7 <br />' <br /> <br />( <br />C <br />& <br />M <br />) <br />1 <br /> <br />ƒ <br /> <br /> <br /><br /> <br /> <br /> <br /> <br />( <br /> <br /> <br />& <br /> <br /> 2 <br />0 <br />1 <br />. <br />6 <br />8 <br />' <br /> <br />( <br />C <br />& <br />M <br />) <br />1 <br /> <br />ƒ <br /> <br /> <br /><br /> <br /> <br /> <br /> <br />( <br /> <br /> <br />& <br /> <br />1 <br /> <br />ƒ <br /> <br /> <br /><br /> <br /> <br /> <br /> <br />( <br /> <br /> <br />& <br /> <br />x4. <br />1 <br />4 <br />' <br />x4.2 <br />8 <br />' <br />x4 <br />. <br />4 <br />2 <br />' <br />x4.5 <br />6 <br />' <br />x7.5 <br />2 <br />' <br />x7 <br />. <br />7 <br />5 <br />' <br />x7 <br />. <br />0 <br />4 <br />' <br />x7 <br />. <br />4 <br />5 <br />' <br />x9 <br />. <br />1 <br />6 <br />' <br />x1 <br />1 <br />. <br />9 <br />7 <br />' <br />x1 <br />1 <br />. <br />4 <br />3 <br />' <br />x3 <br />. <br />6 <br />3 <br />' <br />x4. <br />0 <br />7 <br />' <br />x3 <br />. <br />6 <br />5 <br />' <br />x3 <br />. <br />5 <br />0 <br />' <br />x3. <br />7 <br />0 <br />' <br />8.2 <br />5 <br />' <br />x <br />x8 <br />. <br />7 <br />' <br />x8 <br />. <br />8 <br />' <br />x8 <br />. <br />8 <br />' <br />x8 <br />. <br />8 <br />' <br />8. <br />5 <br />0 <br />' <br />x <br />x8 <br />. <br />9 <br />' <br />x10 <br />. <br />0 <br />' <br />x8 <br />. <br />2 <br />' <br />x6 <br />. <br />2 <br />' <br />PP <br />SEWE <br />R <br />SEW <br />E <br />R <br />SEWER <br />EXISTING PRIVATE <br />4" PVC SAN. SEWER MAIN <br />(TO BE REMOVED) <br />EXISTING 2" WATER LINE <br />TO REMAIN <br />P <br />LP <br />LP <br />L <br />ȭ C <br />O <br />L <br />L <br />I <br />N <br />S <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />ȭ SURVEY <br />PROP. 23 LF 2" <br />PVC SAN FM <br />PROP. PRIVATE 6" PVC <br />SAN SEWER <br />(102 LF) @ 1.00% <br />NW 174TH STREET <br />P <br />CO <br />L <br />L <br />I <br />N <br />S <br /> <br />A <br />V <br />E <br />N <br />U <br />E <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 />1.0% MIN. <br />LS-1 <br />EXIST. FPL PANEL (TO REMAIN) <br />PROP. 8" D.I.P. SAN. SEWER <br />(80 LF) @ MIN. 0.40% <br />MH-1 <br />IINSTALL PRIVATE SAN. SEWER <br />CLEAN-OUT WITH TRAFFIC <br />RATED COVER AS PER <br />M-DWASD STANDARD <br />DETAILS SS 21.00 & 22.0 <br />STA. 53+77.10 <br />11.70' LT <br />SA <br />N <br />D <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 <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 />EXIST. LIGHT POLE <br />(TO REMAIN) <br />EXIST. IRRIGATION PUMP <br />(TO REMAIN) <br />COASTAL CONSTRUCTION <br />CONTROL LINE (CCCL) <br />6 <br /> <br /> <br />ƒ <br /> <br /> <br /><br /> <br /> <br /> <br /><br /> <br /><br /> <br />: <br />EXIST. 10 LF WALL <br />(TO BE REPLACED) <br />PROP. M-DWASD EASEMENT <br />(15' x 19.60') <br />INSTALL PRIVATE SAN. SEWER <br />CLEAN-OUT WITH TRAFFIC <br />RATED COVER <br />AS PER M-DWASD STANDARD <br />DETAILS SS 21.00 & 22.0 <br />STA. 52+44.50 <br />41.75' LT <br />8. <br />5 <br />' <br />+06.42 <br />65.00' LT <br />95 <br />. <br />0 <br />0 <br />' <br />EXIST. MH 34 <br />(M-DWASD <br />AS-BUILT 349-29) <br />RIM ELEV. 5.06' <br />8" PIPE <br />INV ELEV. -0.84 (N) <br />INV ELEV. -1.09 (S) <br />INV ELEV. -1.09 (E) <br />CURB & GUTTER <br />TYPE "F" <br />CURB & GUTTER <br />TYPE "F" <br />+93.04 <br />51.50' LT <br />+93.35 <br />27.27' LT <br />STA. 51+00.00 = <br />N 583950.22 <br />E 944902.08 <br />1ƒ<br />( <br />1ƒ<br />( <br />50.00' <br />R/W <br />R/W <br />L <br />PL <br />EXIST. MH 33 <br />(M-DWASD <br />AS-BUILT 349-13) <br />RIM ELEV. 5.88' <br />36" PIPE <br />INV. ELEV. -6.47 (N) <br />36" PIPE <br />INV. ELEV. -6.47 (S) <br />8" PIPE <br />INV. ELEV. 1.93 (E) <br />8" PIPE <br />INV. ELEV. -1.33 (W) <br />MH-3 <br />EXIST. SEW. MH <br />(TO REMAIN) <br />EXIST. WALL <br />TO REMAIN <br />EXIST. FLAG POLE TO REMAIN <br />EX <br />I <br />S <br />T <br />. <br /> <br />8 <br />" <br /> <br />S <br />A <br />N <br />. <br /> <br />S <br />F <br />W <br />. <br /> <br />P <br />E <br />R <br />M- <br />D <br />W <br />A <br />S <br />D <br /> <br />A <br />S <br />- <br />B <br />U <br />I <br />L <br />T <br /> <br />E <br />S <br /> <br />3 <br />4 <br />9 <br />- <br />2 <br />9 <br />EX <br />I <br />S <br />T <br />. <br /> <br />8 <br />" <br /> <br />G <br />A <br />S <br /> <br />( <br />T <br />E <br />C <br />O <br />) <br />EX <br />I <br />S <br />T <br />. <br /> <br />3 <br />6 <br />" <br /> <br />S <br />T <br />O <br />R <br />M <br /> <br />S <br />F <br />W <br />. <br />EX <br />I <br />S <br />T <br />. <br /> <br />3 <br />6 <br />" <br /> <br />S <br />A <br />N <br />. <br /> <br />F <br />L <br />O <br />W <br /> <br />P <br />E <br />R <br />M- <br />D <br />W <br />A <br />S <br />D <br /> <br />A <br />S <br />- <br />B <br />U <br />I <br />L <br />T <br /> <br />3 <br />4 <br />9 <br />- <br />1 <br />2 <br />EX <br />I <br />S <br />T <br />. <br /> <br />1 <br />2 <br />" <br /> <br />W <br />M <br />(C <br />I <br />T <br />Y <br /> <br />O <br />F <br /> <br />N <br />O <br />R <br />T <br />H <br /> <br />M <br />I <br />A <br />M <br />I <br /> <br />B <br />E <br />A <br />C <br />H <br />) <br />N 583849.84 <br />E 944897.72 <br />15 <br />. <br />0 <br />0 <br />' <br />19.50' <br />EXIST. MH <br />RIM ELEV. 5.86' <br />INV ELEV. 1.30 (N) <br />INV ELEV. 1.30 (S) <br />174th STREET <br />STA. 50+00.00 = <br />N 583944.79 <br />E 944802.23 <br />INSTALL PRIVATE SAN. SEWER <br />CLEAN-OUT WITH TRAFFIC <br />RATED COVER <br />AS PER M-DWASD STANDARD <br />DETAILS SS 21.00 & 22.0 <br />STA. 54+04.65 <br />40.00' RT <br />FL <br />O <br />O <br />D <br /> <br />Z <br />O <br />N <br />E <br />: <br /> <br />A <br />E <br />EL <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />: <br /> <br />8 <br />. <br />0 <br />' <br /> <br />( <br />N <br />G <br />V <br />D <br /> <br />2 <br />9 <br />) <br />, <br /> <br />6 <br />. <br />4 <br />3 <br />' <br /> <br />( <br />N <br />A <br />V <br />D <br /> <br />8 <br />8 <br />) <br />FL <br />O <br />O <br />D <br /> <br />Z <br />O <br />N <br />E <br />: <br /> <br />V <br />E <br />EL <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />: <br /> <br />1 <br />0 <br />. <br />0 <br />' <br /> <br />( <br />N <br />G <br />V <br />D <br /> <br />2 <br />9 <br />) <br />, <br /> <br />8 <br />. <br />4 <br />3 <br />' <br /> <br />( <br />N <br />A <br />V <br />D <br /> <br />8 <br />8 <br />) <br />R/W <br />1. <br />4 <br />4 <br />' <br />MH-4 <br />PROP. 23 LF 6" PVC LAT. <br />@ SLOPE 1 <br />8" PER FOOT <br />PROP. 6" PVC CLEANOUT WITH TRAFFIC <br />RATED COVER PER MD-WASD SS1.0 <br />PROP. PRIVATE <br />MH-4 <br />PROP. MH-3 <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 />CMH-2 <br />CMH-2 <br />PRIVATE <br />ELECTRIC <br />MH <br />DIP CASING MATERIAL <br />SEE DETAIL ON SHEET C-7 <br />PROP. PRIVATE 6" PVC <br />SAN SEWER <br />(134 LF) @ 1.00% <br />PROP. PRIVATE 6" PVC <br />SAN SEWER <br />(64 LF) @ 1.00% <br />CUT & CAP EXIST. LAT. <br />AND ABANDON IN R/W <br />IF APPLICABLE (TYP.) <br />CUT & CAP EXIST. LATERALS AT MAIN <br />AND ABANDON IN R/W <br />IF APPLICABLE (TYP.) <br />CUT & CAP EXIST. LAT. <br />AND ABANDON IN R/W <br />IF APPLICABLE (TYP.) <br />C <br />O <br /> <br />L <br /> <br />L <br /> <br />I <br /> <br />N <br /> <br />S <br /> <br /> <br /> <br /> <br />A <br /> <br />V <br /> <br />E <br /> <br />N <br /> <br />U <br /> <br />E <br /> <br /> <br /> <br />( <br /> <br />S <br /> <br />T <br /> <br />A <br /> <br />T <br /> <br />E <br /> <br /> <br />R <br /> <br />O <br /> <br />A <br /> <br />D <br /> <br /> <br />N <br /> <br />o <br /> <br />. <br /> <br />A <br /> <br />1 <br /> <br />A <br /> <br />) <br />FO <br />R <br />M <br />E <br />R <br />L <br />Y <br /> <br />O <br />C <br />E <br />A <br />N <br /> <br />B <br />L <br />V <br />D <br />. <br /> <br />S <br />T <br />A <br />T <br />E <br /> <br />R <br />O <br />A <br />D <br /> <br />N <br />o <br />. <br /> <br />1 <br />4 <br />0 <br />6" SAN. SEWER <br />INV. ELEV. 5.88' <br />COORDINATE 6" SEWER CONNECTION <br />WITH PLUMBING SHEETS <br />PROP. AIR RELEASE VALVE <br />PER M-DWASD DETAILS SS11.0 & SS 21.0 <br />PAVEMENT RESTORATION (SEE PAVEMENT <br />DESIGN ON SHEET C-7) <br />LEGEND <br />PROP. MANHOLE <br />GRINDER PUMP <br />DENOTES M-DWASD DEDICATED EASEMENT <br />NOTES: <br />1.SALTWATER INTRUSION AREA. ALL PROP. D.I.P. PIPES AND FITTINGS TO <br />HAVE POLYETHYLENE ENCASEMENT PER M-DWASD DETAIL A 9.0. <br />2.FOR CONNECTIONS TO VCP, THE CONTRACTOR SHALL TELEVISE THE VCP <br />BEFORE AND AFTER INSTALLATION. <br />3.CUT AND PLUG ALL 8" SANITARY SEWER LATERALS AT THE MAIN. CONTRACTOR <br />TO FIELD VERIFY SANITARY SEWER LATERAL LOCATIONS BEFORE EXCAVATING ON <br />36" SANITARY SEWER MAIN. <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 />L <br />A <br />N <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-5 <br />5 16 <br />14026 <br />* FOR CONFLICT STRUCTURE DETAILS <br /> SEE SHEET C-7: DETAILS <br />M-DWASD AGREEMENT ID 21988 <br />VAULT <br />MIAMI-DADE <br />WATER & SEWER DEPARTMENT <br />WATER PERMIT SEWER PERMIT <br /> APPROVED APPROVED AS REVISED <br />BY:DATE: