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OWNER:
<br />400
<br />SUNNY
<br />ISILES
<br />BEACH
<br />MARINA
<br />ENGINEERS:
<br />URB I S & KEY
<br />INTERNATIONAL LLLP
<br />CONDOM
<br />I
<br />I UMS
<br />V. S. N. ENG I NEERi NG, I NC.
<br />C CIVIL ENGINEERS
<br />0550 W. FLAGLER STREET, SUITE 113
<br />848 BR I CKELL AVENUE, SUITE 700
<br />MIAMI, FLORIDA 33131
<br />( 305)
<br />I V
<br />MIAMI, FLORIDA 33144
<br />TEL ( 3057 551 -6267
<br />FAX ( 305] 551 4542
<br />400
<br />S
<br />I
<br />SLES
<br />B E A C H
<br />BLVD
<br />LIST OF DRAWINGS:
<br />C WATERUDETAILSSTPLANSYSTEN COVER SHEET
<br />STANDARD REQUIREMENTS
<br />WATER AND SEWER CONSTRUCTION
<br />-14
<br />C -15 WATER PROFILES
<br />[PER GS 0.5) SHEET 1 OF 2
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<br />NOTES STAl I ATWONSR- SEWER
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<br />IWLEWn APP�iD.BL STANDARD DETAIL GS
<br />W 01 NID Yi.0
<br />rnarnaaoe : STANDARD REQUIREMENTS
<br />WATER AND SEWER 0.5
<br />CONSTRUCTION sNlLi T a2
<br />"AS- BUILTS° REQUIREMENTS
<br />(PER GS 0.5) SHEET 2 OF 2
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<br />a DWWJ:S. CROSS SPEC.
<br />I 1 E V AM P.V.
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<br />ska 2 a 2
<br />9
<br />WATER DISTRIBUTION SYSTEM
<br />N
<br />PROJECT LOCATION
<br />BLVD
<br />SUNNY ISLES -=I OCEAN BEACH]
<br />5 N
<br />(OCEAN BEACH) BLVD
<br />SL
<br />O o._ O O O O O O
<br />S O O
<br />BELLA VISTA `" BAY _
<br />O
<br />LOCATION MAP
<br />LEGAL DESCRIPTION:
<br />Lots 24, 25 and Tracts B. C and 0, of SECOND REVISED PLAT OF BELLA VISTA SUBDIVI
<br />according to the Plat thereof, as recorded In Plat Book 50, Page 76, of the Publ
<br />Mlaml -Dade County, Fl or, do.
<br />LESS the following descrltied parcel taken by condemnation proceedings.pursuant t
<br />recorded In Official R1cOrdS Book 12676, Page 803 and Order of Taking, recorded
<br />Book 12722. Page 1619.. '
<br />That parcel of land lying In the Northwest of Section W. Township 52 South, R
<br />Ml aml -Dadd County. Florida. being a portion of Lots 24 and 25 and Tracts 'B'. 'C
<br />SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION. accord In 'to the Plat thereof, a
<br />Plat Book 511. Page 76.' of 't he Publle Records Of Miami -Dade County., Florida. and
<br />particularly d.. a Ibed as foli'mws:
<br />Begin at the Northeast corner'Of said Tract '0'; thence run South 03 39'14" East
<br />40.06 feet along the East boundary of 5114 Tract 'D" to a point on a circular cu
<br />North: having a radius of 1,409.50 feet and tangent to at said point South
<br />thence Westerly and Northwesterly along said circular curve through a central an
<br />an arc dl5taPC0 of 154.76 feet to a point of tangency; than" North B9 29'11" We
<br />351.24 feet to a point of curvature Of a circular curve to the Northeast, having
<br />feet; thence Northwesterly, along Said circular curve .through a central angle of
<br />distance of 76.06 feet to a point an the Westerly DO undo ry of the afore..ntla nod
<br />North 13 13'15' East, a dlstance of 8.23 feet along the Westerly boundary of sal
<br />Northwest corner of said Lot 24 bling a point on a olrcul ar curve concave to the
<br />a radius of 303.79 feet and a tangent bearing at Said point South 10 2101' East
<br />Southeasterly, Easterly and Northeasterly along said circular curve through a ce
<br />23 1B'13- for an arc distance of 123.56 feet to a point of tangency; thence Nort
<br />for a distance of 451.44 feet to the Point of Beginning. Last two 121 courses b
<br />Northerly boundary of Said Lots 24 and 25 and Tracts "8'. 'C" and 'D'.
<br />FOR SITE PLAN APPROVAL ONLY
<br />NOT TO BE USED FOR CONSTRUCTION
<br />NOOOLFO J. VARGAS
<br />PE • 35648
<br />1. A HORIZONTAL DISTANCE OF AT LEAST 6 FEET, AND PREFERABLY
<br />GRAVITY ORUPRESSURE PIPES AND WATER P.IPEB�NTNENNININUNEEN
<br />HORIZONTAL SEPARATION CAN BE 'REDUCED TO 3 FEET FOR VACUUM -
<br />TYPE SEWERS OR FOR GRAVITY SEWERS WHERE THE TOP OF THE
<br />SEWER PIPE IS AT LEAST 6 INCHES BELOW THE BOTTOM OF THE
<br />WATER PIPE. WHEN THE ABOVE SPEC( FIE NO IZONTAL DISTANCE'
<br />CRITERIA CANNOT BE HET DUE TO AN EXISTING UNDERGROUND
<br />FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF:
<br />a. THE SEWER PIPES ARE DESIGNED AND CONSTRUCTED EQUAL 70
<br />THE WATER PIPE AND PRESSURE TESTED AT 150 PSI..
<br />b. THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR
<br />CONCRETE.
<br />c BCTTBRROFFTHEEHATEflRPIPEAT LEAST 1B INCHES BELOW THE
<br />2. A VERTICAL DISTANCE OF AT LEAST 12 INCHES (OUTSIDE TO
<br />OUTS IOEI SHALL BE MAINTAINED BETWEEN ANY HATER AND SEWER
<br />MAINS NI TH SEWER PIPES PREFERABLY CROSSING UNDER WATER
<br />MAINS. THE MINIMUM VERTICAL SEPARATION CAN BE REDUCED
<br />6 INCHES FBI'VACUUM -TYPE SEWERS OR FOR GRAVITY SEWERS
<br />WHERE THE SEWER PIPE IS BELOW THE WATER MAIN. '
<br />THE CROSSING SHALL BE ARRANGED SO THAT ALL WATER.MAIN
<br />JOINTS ARE AT LEAST 6 FEET FROM ALL JOINTS IN GRAVITY AND
<br />PRESSURE FOR VACUNHPTYPE' SEWERS. HENETHENABOVEESPECOIFIE03
<br />VERTICAL DISTANCE CRITERIA CAN NOT BE MET DUE TO AN
<br />EXISTING UNDERGROUND FACILITY CONFLICT, SMALLER SEPARATIONS
<br />ARE ALLOWED (F:
<br />a. THE SEWER PIPES ARE DESIGNEO AND CONSTRUCTED EQUAL TO
<br />THE WATER PIPE AND PRESSURE TESTED AT 150 .PSI.
<br />b. THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR
<br />CONCRETE.
<br />3' IN I L ITIESAREEEX ISTINGAANDWTHEESEPARATIONTREQURIREMENTS
<br />CANNOT BE MET, SPECIAL CONSIDERATION MAY BE GIVEN
<br />SUBJECT TO SUBMITTAL OF DOCUMENTATION SHOWING THAT THE
<br />PROPOSED ALTERNATIVE WILL RESULT IN AN EQUIVALENT LEVEL
<br />OF RELIABILITY AND PUBLIC HEALTH PROTECTION.
<br />4. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY
<br />SANITARY SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD
<br />PROTECTION AREA SHALL SE.FIFTY (50) GALLONS PER INCH
<br />PIPE DIAMETER PER MILE PER DAY FOR RESIDENTIAL LAND USE
<br />AND TWENTY (20) GALLONS PER INCH PIPE DIAMETER PER MILE
<br />PER DAY FOR NON-RESIDENTIAL LANO'USE.
<br />S. FORCE MAIN SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD
<br />PROTECTION AREA SHALL BE EITHER DUCTILE IRON OR
<br />REINFORCED CONCRETE PRESSURE 'SEWER PIPE. FOR DUCTILE
<br />IRON PIPE E %FILTRATION RATE SHALL NOT BE GRATER YHAN THE
<br />ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICAN WATER WORKS
<br />ASSOCIATION STANDARD LAWWAS) COOO-82 AT A TEST PRESSUPE
<br />OF 100 PSI.
<br />FOR REINFORCED CONCRETE PRESSURE SANITARY SEWER FORCE
<br />MAIN EKF ILTRAT ION RATE SHALL NOT BE GREATER THAN ONE -
<br />HALF ,(1 /23 THE ALLOWABLE LEAKAGE RATE SPECIFIED IN ANNA
<br />C60O -B2 AT A TEST PRESSURE OF 100 PSI.
<br />S. THE CONTRACTOR SHALL VERIFY NATURE. DEPTH, CHARACTER OF
<br />EXISTING 'UNDERGROUND .UTILIT IES PRIOq TO START OF
<br />CONSTRUCTION.,
<br />7. ALL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE
<br />CONS7AUCTEO AT LEAST 5 FEET FROM ANY WATER AND SEWER
<br />MAIN AS MEASURED FROM THE OUTSIDE BELL OF THE WATER OF
<br />THE UTILITY PIPE.
<br />8. WHEN THE 5 FEET SEPARATION BETWEEN PROPOSED AND EXISTING
<br />LINE IS NOT POSSIBLE, THE CONTRACTOR SHALL HAND DIG OR
<br />EXPOSE THE WATER AND SEWER PIPES BEFORE PROCEEDING WITH
<br />POWER EQUIPMENT EXCAVATION.
<br />9. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES.
<br />CONDUITS, CABLE. ETC. IN THE SAME TRENCH PARALLEL AND
<br />ABOVE AN EX STING WATER OR SEWER PIPES EXCEPT WHERE THEY
<br />CROSS. ANY DEVATION FROM NOTES 6, 7 AND B SHALL BE
<br />APPROVED IN NR I TING BY THE RESPONSIBLE WATER AND SEWER
<br />UTILIY.
<br />10. A NON - RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT
<br />EACH PUMP TO RECORD THE TOTAL OPERATING HOURS OF THE
<br />STATION.
<br />HRS NOTES:
<br />THE FOLLONINGP AARE REQUIREMENTS
<br />Department of Health
<br />WATER MAIN HORIZONTAL SEPARATIONS
<br />SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE BETWEEN HATER MAINS
<br />AND. STORM SEWERS, STORMHATER FORCE MAINS, OR RECLAIMED WATER LINES. SHALL BE
<br />3 FEET'H INIMUN.
<br />BETWEEN HATER MAINS AND VACUUM TYPE SEWERS PREFERABLY 10 FEET AND AT LEAST
<br />3 FEET MINIMUM.
<br />GRAVITY OR PRESSURE SANITARY SEWERS. WASTEWATEA FORCE MAINS OR RECLAIMED
<br />HATER PREFERABLY 10 FEET AND AT LEAST 6 FEET MAY BE REDUCED TO 3 FEET WHERE
<br />BOTTOM OF WATER MAIN IS AT LEAST 6 INCHES ABOVE TOP OF SEWER.
<br />10 FEET TO ANY PART OF ON-SfTE SEWER TREATMENT OR DISPOSAL SYSTEM.
<br />WATER MAIN VERTICAL SEPARATIONS
<br />SEWERS 1TO BE PREFERABLY I2A INCHES ORAATTLEASTE6• INCHES ABOVE. OEAT LEAST012
<br />INCHES IF BELOW.
<br />PRESSURE SL EA87Rt2SWER. WASTEWATERBOR STORM WATER FORCE MAIN, OR RECLAIMED
<br />• NOTE: CENTER 1 -FULL LENGHT OF WATER MAIN PIPE AT
<br />CROSSINGS: ALTERNATIVELY ARRANGE PIPES SO
<br />JOINTS APE AT LEAST 3 FEET FROM JOINTS IN
<br />VACUUM, STORM DR STORM FORCE MAINS. AT LEAST
<br />6 FEET FROM JOINTS IN GRAVITY OR PRESSURE
<br />SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED
<br />WATER.
<br />CERTIFICATE OF AUTH a 5529
<br />dated: July 31, 2012
<br />cad ref: 12014 -21 C - 1 1
<br />
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