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13-96-031
00-% Z N T_ o F- S T N 7'- WATER PROFILE AT S.W 61St AVE, SCALE: HORIZ P • 10' -0' VERT. P - P -0' • PROP. 12'X6' TEE PROP. V GV N Cq N , , t SCALE: HORIZ P - 10' -0' C. ; ,yN•y/ s INC. 1 2 Suns hine81�1�COm N N N 13� �_ C* �_ CO ♦ '� + O+ + 10 Ln ' N EXIST. 6' SAN. LAT. SERVICE . N 9 P/L C/L W ... ...................................................................... ............................... ........................................................................................................................................... 8 ' .- ................ -- M... . WATER MAIN CL ------------------ y..................y.... - . ........__.- ..- ........... ,,.•....'.• •.;....,,................•.,�.- ....•....: .. --------- .... ---- _.._.__. ------ ..... ...• ... yiy(.......•......_.____..•.•................ .�..�_,..........._...,.•....,. 7 W /r, (n PROP. 2' CORPORATION STOP f, y ..................y.......... ............. .....------ - --------- ....................------------------- ........................................ ........................y.,,... ...... .............. ............................... 6 Y................ ...._ ....._....... 5 U ............................. ............................... _.... _ _.._.. _........- ....... 4' TEE ....... ...... ............ ....................... ................ ..........................::.................. .. ... .. ......_...........•............ ----------- --- .- .-- __....... PROP. 12' x QQ ' AND 35 LF - 4' DIP FIRE LINE : : G > . .. . . . . . . .. . . . . . . .. .. . . .. ........ .................. . . . . . . . . . . . . .. . . . . . . . . . .. . . .. .. ................................... 1 :. . . . . . . . .. .. . . . . . . .. . . . . . .. . . . . . . . . . . . . . .................. : : c ................ . .......... < ....................................... . ......................................... . 3 .................. ;,.................................. ............................................ .............................................................................................. ;............... :................................................................................. 2 E .................. ....................................................................... ............................... WATER PROFILE AT S.W 61St AVE. • PROP. 12'X6' TEE PROP. V GV N Cq N , , t SCALE: HORIZ P - 10' -0' C. ; ,yN•y/ s INC. 1 2 Suns hine81�1�COm VERT. P ■ 1' -0' 0 �_ C* �_ CO ♦ '� + O+ + co + N �_ N 'LIJ^^ Q G/L P/L C/L NP ... ...................................................................... ............................... ........................................................................................................................................... , ............. _ _ y..... . _ -.._ _..__ .- ................ -- M... . FIRE SERVICE PROFILE AT S.W 61St AVE. SCALE: HORIZ I' - 10' -0' VERT. I' - 1' -0' 00 Cq N N 131 13 i EXIST. GRADE 113 121 12. %= ! 112 1 101 10� � 10 µ� 3 9 9� 9 8 8 8 I, � I ? PROP. 4' 90' BEND 17 / 7 1 ( � PROP. 12'X4 TEE _.... i _........_.____..__ ____... -_-__.._... __._____- .____- ._..._._____.... __... 4 ' 6 6 6 ( 5 5 1 PROP. 4' X 4' TAPPMCs SLEEVE 5 I AND 4 , TAPPING VALVE 1 ... �I .............. ............. ............. ...................... 3 3 3 2 2 2 13 EXIST. GRADE FIRE HYDRANT : 4 ' : ...............:...................... .................y............/ .y..,� y............ ............................... ..................... ........................o...... ...................... ............................... 121 ............... :..................................... ..;..... .............. .. ° ........................................................ ............................... .....'. y ;yam 11 �� ...............:.............................................................................................................................................................................. h...................... ............................... 10 EXIST. 8' Vi-. SAN. SEVER .....................................................;...................................... F......................................................... ............................... ............................ ............................... 9 ............................................................. ............................... ° ......., ......,. -, ................................................................ ...... ................................................ ..... WATER MAN 8 P PROF''• 33 LF - 6' Dip ................:...... ............................... 4............... r.. :..i.............. ¢....� .. ............................................... ............................... ...... y ........................ ...................... ,...... 7 -' /% 6 ................ E............ ...........................;... ............................;,................ ........................................................................... ' s...... a............................... ..................... , 5 PROP. b. x 6' TEE PROP. �b' GATE VALVE FIRE HYDRANT PROFILE AT S.W 61St AVE. SCALE: HORIZ P - 10' -0' VERT. P ■ 1' -0' ................................................... f .................. ................................................................................................. ............................... WATER PROFILE AT S.W 71St STREET SCALE: HORIZ 1' = 10' -0' VERT. P - I' -0' 13 12 11 10 9 8 7 6 5 I. ALL ,AM`P6tL• • S Aw WW.. i AIR ',41 P ICT 514U S' X 5'•'K;CT XVX,' NC1,`, W'!I :.K,' .SJUw£H£+i%5 OF 7sf, MM -,DACE IW R AM SfAW.7i DE3;AMEN, AW Wa CYA2*W fD ff1r S'd.+Z,r= AV VMiy..ATMMS WAAME: "CH f1i£ 91.1H 41c flty`W_If l-' I. Yr a Eyx•R 1YAxi Ym SEWf i fm tram 4VxE Pr A•-D' u,k .5 ALL mg ME NAIVES VXE. 8F !N-NAE,'.• m rorn bl d S <' RIEaR m i oD m ; CR : J wqt mm "F K OW'S W. n't'.•PNr. +0an S &. RE INS7IC.fE31 COWIrI6 W:li e' ;r!n M." *C Na. 7 Wss•E Es^X"Es. t, IC ICFY.i *WN gTxJ M f>;. 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"A$ -$U I! 7" KEUlARF,"llt N! i a r .rryaq .......... .,.,.•.... y .................... sK.. -E 2 Aa:ii A 570.:.yiY.•,6t WATER GENERAL NOTES: (NOT PART OF W.ASD. NOTES NOR APPROVAL) 1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGE DONE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE MIAMI DADE WATER AND SEWER AUTHORITY. 2. WHEN A WATER MAIN PARALLELS A SEWER MAIN, A HORIZONTAL SEPARATION OF LEAST 10' - 0' SHALL BE MAINTAINED. 3. WHERE A WATER MAIN CROSSES OVER A SEWER MAIN WITH LESS THAN 18' VERTICAL CLEARANCE, THE SEWER SHALL BE 20 FEET OF EITHER CAST IRON PIPE OR CONCRETE ENCASED P V.G. CENTERED ON THE POINT OF CROSSING. WHEN A WATER MAIN CROSSES UNDER A SEWER LINE, THE ABOVE MENTIONED PRECAUTIONS SHALL BE OBSERVED REGARDLESS OF THE VERTICAL SEPARATIONS. NOTES PER DEPARTMENT OF HEALTH (NOT PART OF WA.SD. NOTES NOR APPROVAL) 1. STORM DRAINAGE LINES ARE TREATED THE SAME AS SANITARY SEWER LINES. EXFILTRATION DRAINAGE TRENCHES ARE EXEMPTED. 2. MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES IS REQUIRED. IF UNABLE TO MAINTAIN MINIMUM SEPARATION HORIZONTALLY, EACH PIPE SHALL BE SHELVED A MINIMUM 18 INCHES VERTICAL SEPARATION. 3. FORGE MAINS MUST HAVE AN 18 -INCH VERTICAL SEPARATION FROM WATER LINES. NO EXCEPTIONS. RER NOTES ON WATER -SEWER INSTALLATION (NOT PART OF M -DWASD NOTES NOR APPROVAL) A HORIZONTAL ISTANC OF AT AST 6 FEET AND PREFERABLY 10 FEET (OUTSIDE TO OUTSIDE) 1. DISTANCE LE SHALL BE MAINTAINED BETWEEN GRAVITY OR PRESSURE SEWER PIPES AND WATER PIPES. THE MINIMUM HORIZONTAL SEPARATION CAN BE REDUCED TO 3 FEET FOR VACUUM -TYPE SEWERS OR TOP OF THE SEWER PIPE IS AT LEAST 6 INCHES BELOW THE BOTTOM OF THE WATER PIPE. WHEN THE ABOVE SPECIFIED HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERSROUND FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF: A TH E SEWER P I PE S A RE DE SI GNED AND CONSTRUCTED EQUAL TO TO THE WAT ER PIPE AND PRESSURE TESTED AT 150 PSI. B. THE THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. C. THE TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER PIPE. 2. A VERTICAL DISTANCE OF AT LEAST 12 INCHES (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN ANY W A TER AND S EWER MAINS WITH S EWER P I PE S PRE F ERABL Y CROSSING UN DER WA TER MAINS. THE MINIMUM VERTICAL SEPARATION CAN BE REDUCED TO 6 INCHES FOR VACUUM -TYPE SEWERS OR FOR GRAVITY SEWERS WHERE THE SEWER PIPE IS BELOW THE WATER MAIN. THE CROSSING SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 6 FEET FROM ALL JOINTS IN GRAVITY AND PRESSURE SEWER PIPES, THE DISTANCE CAN BE REDUCED TO 3 FEET FOR VACUUM -TYPE SEWERS. WHEN THE ABOVE SPECIFIED VERTICAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF: A THE SEWER PIPES ARE DES I GNED AND CONSTRUCTED E QUAL TO THE WAT ER P I PE AN D PRESSURE TESTED AT 150 PSI. B. THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. 3, IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER FACILITIES ARE EXISTING AND THE SEPARATION REQUIREMENTS CANNOT BE MET, SPECIAL CONSIDERATION MAY BE GIVEN SUBJECT TO SUBMITTAL OF DOCUMENTATION SHOWING THAT THE PROPOSED ALTERNATIVE WILL RESULT IN AN EQUIVALENT LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. 4. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE FIFTY (50) GALLONS PER INCH P I P E DIAMETER PER MILE PER DAY FOR RESIDENTIAL LAND USE AND TWENTY (20) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR NON - RESIDENTIAL LAND USE. 5. FORCE MAIN SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE EITHER DUCTILE IRON OR REINFORCED CONCRETE PRESSURE SEWER PIPE. THE DUCTILE IRON PIPE EXFILTRATION RATE SHALL NOT BE GREATER THAN THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICA WATER WORKS ASSOCIATION STANDARD (AWWAS) C600 -82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH. THE REINFORCED CONCRETE PRESSURE SANITARY SEWER EXFILTRATION RATE SHALL NOT BE GREATER THAN ONE -HALF (1/2) THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AWWA C600 -82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH. Co. THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, CHARACTER OF EXISTING UNDERCsROUND UTILITIES PRIOR TO START OF CONSTRUCTION. -I• LL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE CONSTRUCTED AT LEAST 5 FEET jP0AT2R ANY WATER AND SEWER MAIN AS MEASURED FROM THE OUTSIDE BELL OF THE OF THE UTILITITY PIPE. 8. WHEN THE 5 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE IS NOT POSSIBLE, THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER PIPES BEFORE PROCEEDING WITH POWER EQUIPMENT EXCAVATION. 9. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, CABLES, ETC. IN THE SAME TRENCH PARALLEL TO AND ABOVE EXISTING WATER AND SEWER PIPES EXCEPT WHERE THEY CROSS. ANY DEVIATION FROM NOTES Co, -I AND 8 SHALL BE APPROVED IN WRITING BY THE RESPONSIBLE WATER AND SEWER UTILITY. 10. A NON- RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP TO RECORD THE TOTAL OPERATING HOURS OF THE STATION. • • Design Services For The Built Environment ■ Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville i Memphis Nashville Richmond Tampa G R E S H A M S M I T H A N D P A R T H E R S I 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 IB26000797/LC26000381 C. ; ,yN•y/ s INC. 1 2 Suns hine81�1�COm : /., ?�., '. :3N8 :• !�• :7�% tl,f�i, . ,... f%�r ?. {3 • : :i6i /y lfi I'. I. ALL ,AM`P6tL• • S Aw WW.. i AIR ',41 P ICT 514U S' X 5'•'K;CT XVX,' NC1,`, W'!I :.K,' .SJUw£H£+i%5 OF 7sf, MM -,DACE IW R AM SfAW.7i DE3;AMEN, AW Wa CYA2*W fD ff1r S'd.+Z,r= AV VMiy..ATMMS WAAME: "CH f1i£ 91.1H 41c flty`W_If l-' I. Yr a Eyx•R 1YAxi Ym SEWf i fm tram 4VxE Pr A•-D' u,k .5 ALL mg ME NAIVES VXE. 8F !N-NAE,'.• m rorn bl d S <' RIEaR m i oD m ; CR : J wqt mm "F K OW'S W. n't'.•PNr. +0an S &. RE INS7IC.fE31 COWIrI6 W:li e' ;r!n M." *C Na. 7 Wss•E Es^X"Es. t, IC ICFY.i *WN gTxJ M f>;. 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"A$ -$U I! 7" KEUlARF,"llt N! i a r .rryaq .......... .,.,.•.... y .................... sK.. -E 2 Aa:ii A 570.:.yiY.•,6t WATER GENERAL NOTES: (NOT PART OF W.ASD. NOTES NOR APPROVAL) 1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGE DONE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE MIAMI DADE WATER AND SEWER AUTHORITY. 2. WHEN A WATER MAIN PARALLELS A SEWER MAIN, A HORIZONTAL SEPARATION OF LEAST 10' - 0' SHALL BE MAINTAINED. 3. WHERE A WATER MAIN CROSSES OVER A SEWER MAIN WITH LESS THAN 18' VERTICAL CLEARANCE, THE SEWER SHALL BE 20 FEET OF EITHER CAST IRON PIPE OR CONCRETE ENCASED P V.G. CENTERED ON THE POINT OF CROSSING. WHEN A WATER MAIN CROSSES UNDER A SEWER LINE, THE ABOVE MENTIONED PRECAUTIONS SHALL BE OBSERVED REGARDLESS OF THE VERTICAL SEPARATIONS. NOTES PER DEPARTMENT OF HEALTH (NOT PART OF WA.SD. NOTES NOR APPROVAL) 1. STORM DRAINAGE LINES ARE TREATED THE SAME AS SANITARY SEWER LINES. EXFILTRATION DRAINAGE TRENCHES ARE EXEMPTED. 2. MINIMUM 10 FEET HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES IS REQUIRED. IF UNABLE TO MAINTAIN MINIMUM SEPARATION HORIZONTALLY, EACH PIPE SHALL BE SHELVED A MINIMUM 18 INCHES VERTICAL SEPARATION. 3. FORGE MAINS MUST HAVE AN 18 -INCH VERTICAL SEPARATION FROM WATER LINES. NO EXCEPTIONS. RER NOTES ON WATER -SEWER INSTALLATION (NOT PART OF M -DWASD NOTES NOR APPROVAL) A HORIZONTAL ISTANC OF AT AST 6 FEET AND PREFERABLY 10 FEET (OUTSIDE TO OUTSIDE) 1. DISTANCE LE SHALL BE MAINTAINED BETWEEN GRAVITY OR PRESSURE SEWER PIPES AND WATER PIPES. THE MINIMUM HORIZONTAL SEPARATION CAN BE REDUCED TO 3 FEET FOR VACUUM -TYPE SEWERS OR TOP OF THE SEWER PIPE IS AT LEAST 6 INCHES BELOW THE BOTTOM OF THE WATER PIPE. WHEN THE ABOVE SPECIFIED HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERSROUND FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF: A TH E SEWER P I PE S A RE DE SI GNED AND CONSTRUCTED EQUAL TO TO THE WAT ER PIPE AND PRESSURE TESTED AT 150 PSI. B. THE THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. C. THE TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER PIPE. 2. A VERTICAL DISTANCE OF AT LEAST 12 INCHES (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN ANY W A TER AND S EWER MAINS WITH S EWER P I PE S PRE F ERABL Y CROSSING UN DER WA TER MAINS. THE MINIMUM VERTICAL SEPARATION CAN BE REDUCED TO 6 INCHES FOR VACUUM -TYPE SEWERS OR FOR GRAVITY SEWERS WHERE THE SEWER PIPE IS BELOW THE WATER MAIN. THE CROSSING SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 6 FEET FROM ALL JOINTS IN GRAVITY AND PRESSURE SEWER PIPES, THE DISTANCE CAN BE REDUCED TO 3 FEET FOR VACUUM -TYPE SEWERS. WHEN THE ABOVE SPECIFIED VERTICAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF: A THE SEWER PIPES ARE DES I GNED AND CONSTRUCTED E QUAL TO THE WAT ER P I PE AN D PRESSURE TESTED AT 150 PSI. B. THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. 3, IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER FACILITIES ARE EXISTING AND THE SEPARATION REQUIREMENTS CANNOT BE MET, SPECIAL CONSIDERATION MAY BE GIVEN SUBJECT TO SUBMITTAL OF DOCUMENTATION SHOWING THAT THE PROPOSED ALTERNATIVE WILL RESULT IN AN EQUIVALENT LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. 4. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE FIFTY (50) GALLONS PER INCH P I P E DIAMETER PER MILE PER DAY FOR RESIDENTIAL LAND USE AND TWENTY (20) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR NON - RESIDENTIAL LAND USE. 5. FORCE MAIN SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE EITHER DUCTILE IRON OR REINFORCED CONCRETE PRESSURE SEWER PIPE. THE DUCTILE IRON PIPE EXFILTRATION RATE SHALL NOT BE GREATER THAN THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICA WATER WORKS ASSOCIATION STANDARD (AWWAS) C600 -82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH. THE REINFORCED CONCRETE PRESSURE SANITARY SEWER EXFILTRATION RATE SHALL NOT BE GREATER THAN ONE -HALF (1/2) THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AWWA C600 -82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH. Co. THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, CHARACTER OF EXISTING UNDERCsROUND UTILITIES PRIOR TO START OF CONSTRUCTION. -I• LL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE CONSTRUCTED AT LEAST 5 FEET jP0AT2R ANY WATER AND SEWER MAIN AS MEASURED FROM THE OUTSIDE BELL OF THE OF THE UTILITITY PIPE. 8. WHEN THE 5 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE IS NOT POSSIBLE, THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER PIPES BEFORE PROCEEDING WITH POWER EQUIPMENT EXCAVATION. 9. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, CABLES, ETC. IN THE SAME TRENCH PARALLEL TO AND ABOVE EXISTING WATER AND SEWER PIPES EXCEPT WHERE THEY CROSS. ANY DEVIATION FROM NOTES Co, -I AND 8 SHALL BE APPROVED IN WRITING BY THE RESPONSIBLE WATER AND SEWER UTILITY. 10. A NON- RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP TO RECORD THE TOTAL OPERATING HOURS OF THE STATION. • • Design Services For The Built Environment ■ Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville i Memphis Nashville Richmond Tampa G R E S H A M S M I T H A N D P A R T H E R S I 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 IB26000797/LC26000381 a I '. : • f �f iii r% J� /•1' %i : % /,J a �.i % /•)l'£: y :ice, .:., v�.,i'• %:.i. //.' %'%':c� "y �I REVISION C. ; ,yN•y/ s INC. 1 2 12 -28 -12 S -DWASD 01 -09 -13 COMMENTS 'DWASD >, : /., ?�., '. :3N8 :• !�• :7�% tl,f�i, . ,... f%�r ?. {3 • : :i6i /y lfi I'. , S�N•.1 : %iy. :yLl s1 y'.'�� %� �i..i, .,.. /,� :i ... "S!: f �. :..i•� %� i �.' /iii trim %••'!ii %� .:i% � : % /,.'ii ..rid %,.ij. : {/j 'I r ft a I '. : • f �f iii r% J� /•1' %i : % /,J a �.i % /•)l'£: y :ice, .:., v�.,i'• %:.i. //.' %'%':c� "y �I REVISION No. - Date - Revision 1 2 12 -28 -12 S -DWASD 01 -09 -13 COMMENTS 'DWASD i Nt r ft �_ 7 �_ 'LIJ^^ Q m o O CL LLl 0 Sam (n a I '. : • f �f iii r% J� /•1' %i : % /,J a �.i % /•)l'£: y :ice, .:., v�.,i'• %:.i. //.' %'%':c� "y �I REVISION No. - Date - Revision 1 2 12 -28 -12 S -DWASD 01 -09 -13 COMMENTS 'DWASD i WATER + SEWER DETAIL F ILE ili :fll_w p [i T L 1 _- 1 4 - I