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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 />PP <br />SEWE <br />R <br />SEW <br />E <br />R <br />SEWER <br />EXIST. 2" WATER MAIN <br />(TO REMAIN) <br />ɓ <br />ɓ <br />ɓ <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 />EXIST. IRR. WATER PUMP <br />(TO REMAIN) <br />PROP. 6" PVC SAN SEWER <br />(300 LF) @ 1.00% <br />REFER TO SANITARY SEWER PLAN <br />EXIST. SAN. SEWER MH <br />(TO REMAIN) <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 />. <br />1 <br />4 <br />' <br />x4 <br />. <br />2 <br />8 <br />' <br />x4 <br />. <br />4 <br />2 <br />' <br />x4 <br />. <br />5 <br />6 <br />' <br />x7.5 <br />2 <br />' <br />x7. <br />7 <br />5 <br />' <br />x7. <br />0 <br />4 <br />' <br />x7 <br />. <br />4 <br />5 <br />' <br />x9. <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 />5 <br />0 <br />' <br />x3 <br />. <br />7 <br />0 <br />' <br />8.25 <br />' <br />x <br />x8 <br />. <br />7 <br />' <br />x8. <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 />x1 <br />0 <br />. <br />0 <br />' <br />x8 <br />. <br />2 <br />' <br />x6 <br />. <br />2 <br />' <br />x7. <br />0 <br />' <br />x6 <br />. <br />4 <br />' <br />x6 <br />. <br />3 <br />' <br />x6 <br />. <br />5 <br />' <br />x7 <br />. <br />2 <br />' <br />x6 <br />. <br />6 <br />' <br />x6 <br />. <br />5 <br />' <br />x7 <br />. <br />0 <br />' <br />x7 <br />. <br />0 <br />' <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 />EXIST. FPL STATION <br />(TO REMAIN) <br />EXIST. MH <br />(TO REMAIN) <br />PROP. STAGE AND CONC. ROOF <br />(SEE ARCHITECTURE & STRUCTURAL <br />SHEETS FOR DETAILS) <br />PROP. WALL & SHOWER HEADS <br />(SEE STRUCTURAL SHEET A-102) <br />SA <br />N <br />D <br />EXIST. FPL MH <br />(TO REMAIN) <br />EXIST. FLAG POLE <br />(TO REMAIN) <br />PROP. COLUMNS & WALL <br />(SEE LANDSCAPE SHEETS) <br />EXIST. FPL MH <br />(TO REMAIN) <br />PROP. SEAWALL & COLUMNS <br />(SEE STRUCTURAL & LANDSCAPE SHEETS) <br />EXIST. PICNIC AREA & <br />CONC. ROOF STRUCTURE <br />(TO REMAIN) <br />PROP. WASHDOWN STATION <br />(SEE LANDSCAPE SHEET L1.4) <br />PROP. 8'X10' STORAGE SHED <br />+95.02 <br />48.27' RT <br />PROP. 12' DRIVEWAY <br />(SEE FDOT DRIVEWAY DETAIL <br />THIS SHEET) <br />EXIST. VENDING MACHINES <br />AND WALLS (TO REMAIN) <br />EXIST. BUILDING & ROOF STRUCTURES <br />(TO REMAIN) <br />PROP. INTERIOR & RESTROOMS <br />(SEE ARCHITECTURAL SHEETS) <br />R <br />2 <br />6 <br />7 <br />' <br />R 75' <br />R <br /> <br />3 <br />8 <br />' <br />R 3 <br />5 <br />' <br />ELECTRICAL METER <br />& LIGHT POLE <br />(TO BE RELOCATED) <br />1 <br />2 <br />' <br />25 <br />. <br />5 <br />' <br />PROP. ENTRY WALL (REFER TO SHEET S-3 & L1.2 <br />FOR INSTALLATION AND FINISH DETAILS <br />+36.70 <br />52.96' RT <br />+73.04 <br />73.08' RT <br />+89.12 <br />63.14' RT <br />+72.31 <br />30.42' LT <br />+76.97 <br />50.42' LT+40.39 <br />52.66' LT <br />+06.02 <br />66.15' LT <br />R 1 <br />5 <br />7 <br />' <br />+30.66 <br />68.26' RT <br />N: 583849.84 <br />E: 944897.66 <br />STA. 51+00.00 = <br />N: 583950.22 <br />E: 944902.08 <br />ȭ SURVEY <br />N: 584050.61 <br />E: 944906.50 <br />20 <br />' <br />40' <br />PROPOSED BUS STOP <br />SHELTER <br />+2.40 <br />70.61' LT <br />+53.89 <br />73.35' LT <br />+59.73 <br />78.64' LT <br />20' <br />12 <br />' <br />R 2' <br />+12.45 <br />61.29' LT <br />R <br /> <br />2 <br />5 <br />7 <br />' <br />+44.08 <br />46.42' LT <br />R <br />3 <br />' <br />+56.13 <br />72.07' RT <br />R <br />2 <br />0 <br />' <br />N 583876.87 <br />E 945208.15 <br />N 583874.88 <br />E 945214.73 <br />+33.95 <br />73.47' LT <br />+35.28 <br />73.29' LT <br />+41.09 <br />74.51' LT <br />R <br />2 <br />' <br />R <br /> <br />1 <br />' <br />(T <br />Y <br />P <br />. <br />) <br />( <br />T <br />Y <br />P <br />. <br />) <br />+79.41 <br />72.42' LT <br />+84.82 <br />70.60' LT <br />+86.17 <br />70.69' LT <br />ƒ<br /> <br />CO <br />A <br />S <br />T <br />A <br />L <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />CO <br />N <br />T <br />R <br />O <br />L <br /> <br />L <br />I <br />N <br />E <br /> <br />A <br />S <br /> <br />P <br />E <br />R <br />(P <br />. <br />B <br />. <br /> <br />7 <br />4 <br /> <br />- <br /> <br />P <br />G <br />. <br /> <br />2 <br />5 <br />) <br />RE <br />C <br />O <br />R <br />D <br />E <br />D <br /> <br />F <br />E <br />B <br />R <br />U <br />A <br />R <br />Y <br /> <br />1 <br />0 <br />, <br /> <br />1 <br />9 <br />8 <br />2 <br />SAW CUT & MATCH <br />EXISTING <br />NOTE: <br />SOILS EXCAVATED <br />EAST OF CCCL SHALL <br />REMAIN EAST OF CCCL <br />WITHIN THE PROPERTY <br />R/W <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 />C 174th STREET FL <br />O <br />O <br />D <br /> <br />Z <br />O <br />N <br />E <br />: <br /> <br />X <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 />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 />PROPOSED <br />FIRE HYDRANT. <br />STA. 51+5.50 <br />68' LT <br />INSTALL AS PER <br />MD WASD 4.50 <br />SHEET 2 OF 2 <br />(SEE SHEET C-13) <br />EXIST. FLOOR AND ROOF <br />STRUCTURES TO REMAIN <br />+51.09 <br />47.45' LT <br />+47.60 <br />75.30' LT <br />+47.60 <br />75.30' RT <br />+02.25 <br />65.45' LT <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 />ES <br /> <br />3 <br />4 <br />9 <br />- <br />2 <br />9 <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 />PROP. PLAY BOOSTER ROOF STRUCTURE <br />(SEE ARCHITECT & STRUCTURAL SHEETS) <br />PROP. SMART PLAY MOTION ROOF <br />STRUCTURE (SEE ARCHITECT <br />& STRUCTURAL SHEETS) <br />EX <br />I <br />S <br />T <br />. <br /> <br />8 <br />" <br /> <br />G <br />A <br />S <br />ɓ <br />+53.33 <br />70.07' LT <br />+54.28 <br />50.25' LT <br />TYP. LAWN BENCH <br />REFER TO L1.5 <br />+13.76 <br />66.70' RT <br />+32.93 <br />70.05' RT <br />+26.63 <br />64.22' RT <br />+36.34 <br />49.38' RT <br />END TYPE F C&G <br />AS PER FDOT INDEX <br />STA. 50+84.45 <br />63.30' RT <br />BEGIN TYPE F C&G <br />AS PER FDOT INDEX <br />STA. 50+80.00 <br />27.39' RT <br />+37.06 <br />58.69' LT <br />+42.41 <br />43.06' LT <br />PROP. STAGE <br />FOUNDATION <br />SEE SHEET S-6 <br />PROP. PLAYGROUND <br />FOUNDATION <br />SEE SHEET S-5 <br />RECONSTRUCT BEACH ACCESS WALK <br />(SEE STRUCTURAL SHEET S-2) <br />STA. 50+00.00 = <br />N 583944.79 <br />E 944802.23 <br />L <br />CR-A <br />CR-A <br />+92.00 <br />2.50' RT <br />+01.00 <br />91.00' LT <br />+81.68 <br />5.44' RT <br />R <br /> <br />2 <br />4 <br />' <br />N 583945.41 <br />E 945241.06 <br />N 583938.20 <br />E 945242.78 <br />LEGEND <br />EXIST. MDT BUS SHELTER <br />(TO BE RELOCATED) <br />BUS STOP <br />MDT. BUS SHELTER <br />PROPOSED LOCATION <br />FDOT DRIVEWAY DETAIL <br />AS PER FDOT STANDARD INDEX 515 <br />12" WATERMAIN CNMB <br />EXISTING WATER VALVES TO BE <br />RELOCATED BY CONTRACTOR) <br />REFER TO SHEET C-13 <br />EXIST. FIRE HYDRANT <br />(TO BE RELOCATED BY CONTRACTOR <br />PRIOR TO CONSTRUCTION) <br />PROP. 12' DRIVEWAY <br />AS PER FDOT INDEX 515 <br />EXIST. CNMB WATER METER <br />(TO BE RELOCATED) <br />REFER TO SHEET C-13 <br />BEING TYPE "F" C&G AS PER FDOT INDEX 300 <br />2" WM <br />EXIST. HOTWIRE <br />1"-2" HDPE WITH <br />FIBER OPTIC CABLE <br />36" DEPTH MIN. <br />EXIST. FPL MH <br />(TO REMAIN) <br />+9 <br />5 <br />. <br />0 <br />2 <br />48 <br />. <br />2 <br />7 <br />' <br /> <br />R <br />T <br />EXISTING ELEVATION <br />CONTROL POINT <br />4' <br /> <br />M <br />I <br />N <br />. <br />0. <br />0 <br />2 <br />MA <br />X <br />0. <br />0 <br />2 <br />0. <br />0 <br />2 <br />6' <br />CURB <br />TRANSITION <br />4'12'4'6' <br />CURB <br />TRANSITION <br />6" CONC. <br />DRIVEWAY <br />R/W <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 />GE <br />O <br />M <br />E <br />T <br />R <br />Y <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-10 <br />10 16 <br />14026 <br />MATCH EXIST. <br />ELEVATION MATCH EXIST. <br />ELEVATION <br />M-DWASD AGREEMENT ID 21988 <br />THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL <br />1' <br />REPAIR SIDEWALK ACROSS <br />EXISTING BUS STOP <br />SIDEWALK <br />+56.13 <br />72.07' RT PROPOSED STATION & OFFSET <br />SUNNY ISLES BEACHWAVE SIDEWALK <br />REFER TO SHEET L1.1 (DETAIL 1) FOR PATTERN <br />CITY OF NORTH MIAMI BEACHCNMB <br />REFER TO ADVANCED NOTICE NOTES ON SHEET C-2 PRIOR <br />TO CONSTRUCTION FOR RELOCATION OF AMENITIES AT <br />PROPOSED DRIVEWAY LOCATION. <br />FOR THE FIRE HYDRANT RECOLCATION DETAILS REFER TO <br />SHEET C-14. <br />4" CONCRETE PAD <br />TRUNCATED DOME PAVERS. (80mm, 300 PSI) <br />90 STACK BOND RECTANGLES. <br />SEA GRAY WITH TRUNCATED DOME (COASTAL AND <br />OLDCASTLE COMPANY OR APPROVED EQUAL).