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13-96-03213 O-S Z LID 0 0 0 LO 0 ct) ■ ..................................................... 0 0 C14 u 00 + + + C4 C4 C 14 C4 0 . ....... ... ....... . ...... .. ......... ....... ..................... . ................... ......... .................... ................. .......................... ....................... ............................. .................. . ..... ... ......... ........ . .......... ........ .... . ......... ............................................. ............................. . . .................. ............................ . .................. ...... ......... ............... .. ....... • . . . . .. ................... ...... . .... . . .......... . ...... . . ......... . ........................ . ...... . ......... ............. ........ ...... ............. ............................... . ...... . . ................. .............................................................. ......................................................................................................... ........................................... ........................................................................................................... . .......................................... . . ............................ .. .................................... ..... .. ..... .. ........ ..... . ...... . ........ .... .. . .. ......... .......... ................. .. .................. 13 10 EXIST GRADE ........... . ............... .. .... ..... .......... .. ......................................................................... ............................................................................. ......................... ................................................. ................................ ... ........ . .................. ................... . ......... . ......... .... .......... .......... .. ..................... ......... . ........ .......... ... ................. ............. ......... . . .... . .. ........... ............... . .......................... ........................................................ ............... ...................... 12; . ......... . ...... .... .... ...... ...... . . ........ .............. ..... ......... .. .. ... .. ........ ......... .......... ............ ........ ...... ........... .... . ... .. ..... ........... ........... ............... ................. ........... .......... ......... ........... ....... . .......... ................... ...... ........... ............. *'*** ............... ....................... WATER MAN .. . . . ....... ---------------------------- ... . ........... .......... ................... ..... . ....... . ........ ....... ....... .... .......... ......... ... ........ .. ..... ..... ..... . .... ...... ... ..... ........... ...... .................. ................................................................... .............................................. ....................................................... ................... ........................... ..................................................................................................................... .... ........... 0 .............................. .......... ........ ..... ......................................................................................................... FDP. 2' CORPORATION STOP •..... ..................... ............................... ..... ............... ....................... ........................ EXIST. 6 SAN. LAT. SERVICE ..... ...... ..... ..... ........ ............ ................... ....... ............. ............. ................................................................................................... ............ ............................... ........................................................................................................................... ......... 4 ....... U. J .... ................. 10 ....... ......... ...... ..... .......... ............ .... 6 3 w . . ......... . . ...... . ......... . ....... ........... . . . . ... ... ... .......... 2 pPF. 12'x 4'TEE . . ..... .... ....... ............... ......... . ........... ......... . ......... ...................... ......... .................. . ..................................................... . .. ................ FROF. 12' DJP WATER MAN ......................... ............................................................. ............................................................................................. ................................................................................................. .. .................................... ................. ............................................................. .................... ...... LLj ..... ..... 8 . ....... .............. ....... . . ....... ..... .................. ...................... ...... ................................................................................................. . ........................ ................... ............... ..... . ................................................. .. .................. ....................................................................................................................................... . .......... .................. ....... . ............................................................................................................. .............................. ........... .............................. . ........... . .................................. ........................... . ........ . ....... .. .............. ......... ................................ ...... .............................. . .... . .. ......... 2 ........... ... . .............................. ... ...... . . . .... ............ ......................... ........ .. . . ........ . ... ........ . ....... .......................................................... . ...... . . . ...... .............. ....... ....... ...... ... ............. WATER PROFILE 7 . ...... . ..... SCALE: WORIZ P ■ 10'-0' ................. . .................................... ............. ..... . . ............... . . ................................................................................................................................... ................................................................................................... ...................................................................................................................................................... 6 . ... .... .. . ...... . . ...... . . . ...... ... . ...... . . ... .. .... .... .. .................. ... ....................... . . ..... .... . . . ........... .............. . ....... ... ... . ................... ......... . . . . ......... . . ........................ ..................................................... .... ................................ ... ....... . ...... . .. .... ........ . . ......... . ... .. .... ......... . .. . ...... . .... ..... . . . ....... . .... .... . .... . ...... . . .......... . ........... ......... . ............... ......... ... ........ .... ........ . ......... ... . ... ... ... ......... ......... . .. .. . . . . ........ . .............. . ............ ... .......... . ............ .............. ... . ..................... . . .. . . .............. . ........... . . . ............. . ........ . . .. . 5 ........... . .. ...... . .. . .... . .... ... .. .... ... - ------- ------ ---------- - .. . . . . ............ ....... . . . . ........ .......... . . ............... . .. ........................... .................... . . . . ........ . .... . . 4 . ......... ...... .. . ................................ WATELERCIFILE AT S.W 61St AVE. SCALE. HMz. 110' -D' YM. j 11-01 0 C4 0 ct) ■ ..................................................... L 0 00 N u 00 + + + C4 C4 C 14 C4 ............. ...... ....... . . .......... ..... ........ . ...... ....... .. ........... ........ •. 13 ............... . ........ . .... ............. ... ...................... ........ . .. ....... . . ..... . ....... ... ....... . ...... .. ......... ....... ..................... . ................... ......... .................... ................. .......................... ....................... ............................. .................. . ..... ... ......... ........ . .......... ........ .... . ......... ............................................. ............................. . . .................. ............................ . .................. ...... ......... ............... .. ....... . . ....... ..... ............ . ........... ....... ........ . ....................... .... .......... . ............... ................................................................................ .. .............. ..... .. ..... .. ........ ..... . ...... . ........ .... .. . .. ......... . ......... . ... ............. . ...... . ...... ..................... . ........ ....... .............. .................. ................. .............................. ...... ............ 10 . ................................................................................. EXIST. ro, SAN. LAT. SERVICE .. ................. .... ...... .......... .............. .... ......... . ......... ....... ... .... ........ ......... ........... ........ ........... ... ... . .. ................ ................................. .................................................................. 9. ............... . .......................... ........................................................ 9 ............... . .... . . .................. ........................................ ....... W . ...... .... ......... ...... ............... ........ ....... ................................................................ .. ................................... FROF. 12' P.IP 8 W C13 CL WATER MAN .. . . . ....... ---------------------------- -- .. ... .... . .................................................................................. .......... ................................................ . . .... ..... . ........ . ............... ................. . ................. ........ 7 . ........ .......... ........ ..... ......................................................................................................... FDP. 2' CORPORATION STOP uJ ............. ....... 'X'4r'TEE ............ W 9 M ......... 4 ..... . ........ . ....... z ..... ........... ................................ ... ......... ... . ........ .... .......................... . ......... ......... ......... 6 3 ... ...... ....... ..... .. ........ .... . ......................... ............ . 5 . . ......... . . ...... . ......... . ....... ........... . . . . ... ... ... .......... pPF. 12'x 4'TEE ............ . . ...... .................. ........... ........................ . . . ........ . . ..... . .. ......... . ........ . ....... . ............ .................... ............. ....................................................... ........ 4 AD 1-0 LP - 4'DIF FIRE LINE ...... .. ........ ......... .................. ............................ ... ........ . ........ . . . ...... .... ...... . . ........... . ....... . ............ ...... .... . ..... .. . .......... ........ . ............. .. ............................ . . .. ................ ........ ...... . .. . .............. 3 . .............. . ................................. ..... . . . ... ........... ........ . ............ . ........... . .................................. ........................... . ........ . ....... .. .............. ......... ................................ ...... .............................. . .... . .. ......... 2 ........... ... . .............................. ... ...... . . . .... ............ ......................... ........ .. . . ........ . ... ........ . ....... .......................................................... . ...... . . . ...... .............. ....... ....... ...... ... ............. WATER PROFILE AT S.W 61St AVE. SCALE: WORIZ P ■ 10'-0' VERT. I* ■ I'-0, 0 C4 ............. ... ^- ^ ^..-- •------- - - - - -• ..................................................... u ..................................................... - ------ C4 ..................... .... . .................. ...................................... ...... ..................... ................................ ...................................................................................... .13 -EXIST. GRADE ............................................ .. ............ . ........................................................................... < Cn ........ .............. // .............................................. .......... .... . .................................................................................. 12 .... . ..................... ...................... ................................... ..... . ....................................... . ................................................................................. 11 ...... . .............................................................................. ..... ......................................................... ............... ..................................................................... .10 ............ ........ .... .................. ...................................................... ............................. ............... . .......................... ........................................................ 9 .................. ............. . ...... ............................................. ................ PROF'. 12W' TEE FROP. 61 GV ..... ........... ............. .... ....................................................... ........... ................................... ............ ..... . ................................................................................... 8 C13 CL .7 .. . . . ....... ---------------------------- -- .. ... .... . .................................................................................. .......... ................................................ 6 ................... ..... ... ......... 5 ................................................ .................. ........................ . . ....................................... ............. ....... 'X'4r'TEE ............ W 9 M ......... 4 ....... . ................... . .. .................................................... .......................... Vrs VALtLv E 2' FLUSHING .................... ...................................................................................................... ................................................................................................................................................ 3 .............. ......................... .. ............................................ ..... ......... . .............. .. . ............................ ...... ................... .............................................. .................................................................... ................................ 2 WATER PROFILE AT S.W 71St STREET SCALE: WORIZ P x 10'-0' VERT. I' ■ 1'-0' 1. ALL vprlqxN M LAMP 0M. INIS PR.07.11T 5MLL 3W Pi iMCT A=0rA3kWZ *M nf MVREWM. 'T •W MMIDIX wv"iP. W SMR 029"A9311 *0 SKA11 no C4 VH 31-k 09SWh0l, arW 9-W VA CC-,�4-A 0WR OrAffR OR %M.q IMA M&M -JI&I FIE; 4'--;.,' 104' 3. ALL v4.N I*., W45, `x,Aj K jkS-ALLY-1 V0-4 W F--o Pims #qD K 3 OR U VALVE Itor-1 Fw Imamm m smn;_ vkvu 5yx-, x iksc= cmum wm; a, mm rvu A? Y'1. 2 VAUE IMS 4. ALL fORM W31 MMM OWCnCW, IRM MMUPE TRIANWOVA ANN SIAL ME A 5­0 CFT VW& ARC CRECK Wt Jr It PONT 17 EN'I;;y n OfNra'Xr S7 GOP.V- - ;Ij 7.*.WW $r-TM S4-AL,. ar. M-M-IMM -i ?UM, ISMS f. Ali tUUFR MM /,,;S ak V, 0J40 W Ty .-§ UM-WE MR " %XR WNeUNT P;;"Y nWe. THE APNI"rk CVAR E7 7. M� 979ANT MIKW-W-5 (�MIKR AW) �XAXO�j SK&I, W 49 F_'4U1.Zv^ OY TK VAM-00 VAA-, PRF OR TAE AM.0"If InIRE AOO VIR MAMA IN AXT."Ma si'm DrPMWIT It W.iSj C&)L k-MM INSWM D%%% 10 NM,';rE rN A, KIMM 2 FLAI M. INEM ". KIM 10 M)P'y1U START Or tyMMjr0K =AC! (?'k IN't CENTER M ilp.% Mq TO EYMP. M, I S. MAIM'! INSIt"OR IOU MOOM, Aw fACFr:C4'AP%y1.Qy9 -2f DIMNIN'T, &L 0" PS:D MVVIS Of 'K Tf;.241'71rC AF�Efft1' SM,. 8-: IN WD:OW= OF,-,; 1-HEIR VACAIM MD W`MAr;iM 10. WOW A'-;0tNC UNOIq " NW33 W! N• 8K C"M AS WAILFIr IAX IM jV-'CF':fR4i W V'x VVN el'KL DITARTMN-1 " W1.1t rK M.11Y04 MIKX71 ARE KITIVED AM AN W-11,01 gy X mce, ir vtwirtm. 9. =wr.,A- way. vio mEm criu, ACS V'1& a :1.7 W_ cos"W'!W; UTTER fk' V ~.f (It.. tg"U Argu.VCW� r, �o a%mww m E, wxi XW'fwNj- FlAi 24's-Ir SIOM SMM txixv, W14, M. of ALL WAER AD mn As 31Y APED Eff A tow-, Fuklm WN"YA ki*,'Or. W'B pm U 'As--WW W H FAT. Dau sim RD ,XA; RNI K W�tp Ewa AnD �k' WN C% (x� CF P 3�ro. -Ep., A­-(0 FDR FOM: . Is PMEr,S). T-f DET-AR'V;3C 3tiEEWJS 'W. 5WHI TO FCr;LlRr, 5M-,M on F.U-7FOW, PA"A RI P•X)Mk�U_ 'ArH M_ DIM NVATC MMA V2WT7-.&!. t,$. tMVi OF RE1=- fWVW HAR ALL 19M. fW.C15 DILL 0.'SU rx=­! (VI !I Mq VIAN V4 AND SEXV, SMAJIArly, it, ALL )01 COW.CMUS Pa MI-i'zo DWARTIAy; WM ?0 :�(. W_^;' Ey X.'PWWRT f-AZf5 ($j[r. Tm', gt,mv,Q r, EgvmTij jr PEt,:Pr,; WAIM, FMADE, AND It m. MAL Vpt FMIN'.'s, •m F4 !Ap 12. �.jj jPr,*,q.c PwAg Ata mmot R.M %9r. W laMUED T'A 9l M X1. Nr* 5.AICK1,W; ,V-0 10 A•RINk Or WIER AND 9KR R-W. RM MW x' 'T "s vtAf2s Offime't vva% ALL. IgA " MIES A" ',39AUIR fr1k O:;3 %!4 NS 10 0059M VAM V.Lt 0E. 170X„ MOM 0 MWWAS 1AP M-1w, *011 NC INE sa; .�,M W�s-j-) )aotg, TSF n,,PM tE7it AIcK. T-PF14 VALIF- K FC17AHED AND f2SM11D ty THE • F4� GS "AM STANDARD REQUIREMENTS WATER AND SEWER 05 CONSTRUC11ION 2 M-DWASD AGREEMENT ID 2 1354 m ooi 21'ZIM Qi.'} i.% MVs' A$ F lma r*c, ^,Vlkl,'• ^ ` Rai' '�(AE sxf_'.fi.0 K W.": iii"AF•so"V ;!;• Ilw QIf X.I) VM4 T 7- :;W- joil, 'U -x:i ­ M V. K(T""'z". cf"P 'y. "D e.10 4t YNN" A.,; V­':M A„ J• inr< E'k ::U•T;, s E'k -A-Ds,' "44 A! tE SxN1Y' ..m wwi AqE A:; *Arrk sai x.n.g. E. E-L^ St U ':'M 'Lr11DA 5rx"'.' :YA:'T To;,; ....................... ......... ..................... I"y "i r'FP ................................. ... .......... ................................ .. ....... .......... N A A 2 A r's V -­­ "AS-Z-21M."" 0.5 - ----- - - --- ---------- - -------- ................... 2 c� 2 WATER GENERAL NOTES: (NOT PART OF WA.SD. 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 15' VERTICAL CLEARANCE, THE SEWER SHALL BE 20 FEET OF EITHER CAST IRON PIPE OR CONCRETE ENCASED P.V.C. 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 W.A.S.D. NOTES NOR APPROVAL) I. STOW DRAINAGE LINES ARE TREATED THE SAME AS SANITARY SEWER LINES. EXFILTRATION DRAINAGE TRENCHES ARE EXEMPTED. 2. M[NIMLN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES 16 REQUIRED. IF UNABLE TO MAINTAIN MN" SEPARATION HORIZONTALLY, EACH PIPE SHALL BE SHELVED A MINIMUM IS INCHES VERTICAL SEPARATION. 3. FORCE MAINS MUST HAVE AN 18 -INCH VERTICAL SEPARATION FROM WATER LINES. NO EXCEPTIONS. DERM NOTES ON WATER-SEWER INSTALLATION (NOT PART OF M-DWASID NOTES NOR APPROVAL) 1. A HORIZONTAL DISTANCE OF AT LEAST & FEET, AND PREFERABLY 10 FEET (OUTSIDE TO OUTSIDE), 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 15 AT LEAST & INCHES BELOW THE BOTTOM OF THE WATER PIPE. WHEN THE ABOVE SPECIFIED HORIZONTAL D15TANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF: A THE SEWER PIPES ARE DESIGNED AND CONSTRUCTED EQUAL TO TO THE WATER PIPE AND PRESSURE TESTED AT 150 P-91. B. THE THE SEWER 15 ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. C. THE TOP OF THE SEWER 15 AT LEAST IS 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 WATER AND SEWER MAINS WITH SEWER PIPES PREFERABLY CROSSING UNDER WATER MAINS. THE MINIMUM VERTICAL SEPARATION CAN BE REDUCED TO & INCHES FOR VACUUM-TYPE SEWERS OR FOR GRAVITY SEWERS, WHERE THE SEWER PIPE 15 BELOW THE WATER MAIN. THE CROSSING SHALL BE ARRANGED 50 THAT ALL WATER MAIN JOINTS ARE AT LEAST ro 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 UNDERSIROUND FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF: A. THE SEWER PIPES ARE DESIGNED AND CONSTRUCTED EQUAL TO THE WATER PIPE AND PRESSURE TESTED AT 150 PSI. B. THE SEWER 15 ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. 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 WEALTH 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 PIPE 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) C600-52 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 C600-52 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH. ro. THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, CHARACTER OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 1. ALL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE CONSTRUCTED AT LEAST 5 FEET FROM ANY WATER AND SEWER MAIN AS MEASURED FROM THE OUTSIDE BELL OF THE WATER OF THE UTILITITY PIPE. S. WHEN THE 5 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE 18 NOT POSSIBLE, THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER PIPES, BEFORE PROCEEDING WITH POWER EQUIPMENT EXCAVATION, S. 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 6, -1 AND a 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. G S & P Orb,% Design Services For The Built Environment II Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale II Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa G R E S H A M SMITH AN D P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO, AAP000034/CA3806 1826000797/LC26000381 7 CAMERO + A,3S0C1,A-31 E,:8, 11`11111111/"' r-•�X;, 3•0. ­q No. - Date - Revision ............. ... ^- ^ ^..-- •------- - - - - -• ..................................................... u ..................................................... - ------ 1. ALL vprlqxN M LAMP 0M. INIS PR.07.11T 5MLL 3W Pi iMCT A=0rA3kWZ *M nf MVREWM. 'T •W MMIDIX wv"iP. W SMR 029"A9311 *0 SKA11 no C4 VH 31-k 09SWh0l, arW 9-W VA CC-,�4-A 0WR OrAffR OR %M.q IMA M&M -JI&I FIE; 4'--;.,' 104' 3. ALL v4.N I*., W45, `x,Aj K jkS-ALLY-1 V0-4 W F--o Pims #qD K 3 OR U VALVE Itor-1 Fw Imamm m smn;_ vkvu 5yx-, x iksc= cmum wm; a, mm rvu A? Y'1. 2 VAUE IMS 4. ALL fORM W31 MMM OWCnCW, IRM MMUPE TRIANWOVA ANN SIAL ME A 5­0 CFT VW& ARC CRECK Wt Jr It PONT 17 EN'I;;y n OfNra'Xr S7 GOP.V- - ;Ij 7.*.WW $r-TM S4-AL,. ar. M-M-IMM -i ?UM, ISMS f. Ali tUUFR MM /,,;S ak V, 0J40 W Ty .-§ UM-WE MR " %XR WNeUNT P;;"Y nWe. THE APNI"rk CVAR E7 7. M� 979ANT MIKW-W-5 (�MIKR AW) �XAXO�j SK&I, W 49 F_'4U1.Zv^ OY TK VAM-00 VAA-, PRF OR TAE AM.0"If InIRE AOO VIR MAMA IN AXT."Ma si'm DrPMWIT It W.iSj C&)L k-MM INSWM D%%% 10 NM,';rE rN A, KIMM 2 FLAI M. INEM ". KIM 10 M)P'y1U START Or tyMMjr0K =AC! (?'k IN't CENTER M ilp.% Mq TO EYMP. M, I S. MAIM'! INSIt"OR IOU MOOM, Aw fACFr:C4'AP%y1.Qy9 -2f DIMNIN'T, &L 0" PS:D MVVIS Of 'K Tf;.241'71rC AF�Efft1' SM,. 8-: IN WD:OW= OF,-,; 1-HEIR VACAIM MD W`MAr;iM 10. WOW A'-;0tNC UNOIq " NW33 W! N• 8K C"M AS WAILFIr IAX IM jV-'CF':fR4i W V'x VVN el'KL DITARTMN-1 " W1.1t rK M.11Y04 MIKX71 ARE KITIVED AM AN W-11,01 gy X mce, ir vtwirtm. 9. =wr.,A- way. vio mEm criu, ACS V'1& a :1.7 W_ cos"W'!W; UTTER fk' V ~.f (It.. tg"U Argu.VCW� r, �o a%mww m E, wxi XW'fwNj- FlAi 24's-Ir SIOM SMM txixv, W14, M. of ALL WAER AD mn As 31Y APED Eff A tow-, Fuklm WN"YA ki*,'Or. W'B pm U 'As--WW W H FAT. Dau sim RD ,XA; RNI K W�tp Ewa AnD �k' WN C% (x� CF P 3�ro. -Ep., A­-(0 FDR FOM: . Is PMEr,S). T-f DET-AR'V;3C 3tiEEWJS 'W. 5WHI TO FCr;LlRr, 5M-,M on F.U-7FOW, PA"A RI P•X)Mk�U_ 'ArH M_ DIM NVATC MMA V2WT7-.&!. t,$. tMVi OF RE1=- fWVW HAR ALL 19M. fW.C15 DILL 0.'SU rx=­! (VI !I Mq VIAN V4 AND SEXV, SMAJIArly, it, ALL )01 COW.CMUS Pa MI-i'zo DWARTIAy; WM ?0 :�(. W_^;' Ey X.'PWWRT f-AZf5 ($j[r. Tm', gt,mv,Q r, EgvmTij jr PEt,:Pr,; WAIM, FMADE, AND It m. MAL Vpt FMIN'.'s, •m F4 !Ap 12. �.jj jPr,*,q.c PwAg Ata mmot R.M %9r. W laMUED T'A 9l M X1. Nr* 5.AICK1,W; ,V-0 10 A•RINk Or WIER AND 9KR R-W. RM MW x' 'T "s vtAf2s Offime't vva% ALL. IgA " MIES A" ',39AUIR fr1k O:;3 %!4 NS 10 0059M VAM V.Lt 0E. 170X„ MOM 0 MWWAS 1AP M-1w, *011 NC INE sa; .�,M W�s-j-) )aotg, TSF n,,PM tE7it AIcK. T-PF14 VALIF- K FC17AHED AND f2SM11D ty THE • F4� GS "AM STANDARD REQUIREMENTS WATER AND SEWER 05 CONSTRUC11ION 2 M-DWASD AGREEMENT ID 2 1354 m ooi 21'ZIM Qi.'} i.% MVs' A$ F lma r*c, ^,Vlkl,'• ^ ` Rai' '�(AE sxf_'.fi.0 K W.": iii"AF•so"V ;!;• Ilw QIf X.I) VM4 T 7- :;W- joil, 'U -x:i ­ M V. K(T""'z". cf"P 'y. "D e.10 4t YNN" A.,; V­':M A„ J• inr< E'k ::U•T;, s E'k -A-Ds,' "44 A! tE SxN1Y' ..m wwi AqE A:; *Arrk sai x.n.g. E. E-L^ St U ':'M 'Lr11DA 5rx"'.' :YA:'T To;,; ....................... ......... ..................... I"y "i r'FP ................................. ... .......... ................................ .. ....... .......... N A A 2 A r's V -­­ "AS-Z-21M."" 0.5 - ----- - - --- ---------- - -------- ................... 2 c� 2 WATER GENERAL NOTES: (NOT PART OF WA.SD. 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 15' VERTICAL CLEARANCE, THE SEWER SHALL BE 20 FEET OF EITHER CAST IRON PIPE OR CONCRETE ENCASED P.V.C. 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 W.A.S.D. NOTES NOR APPROVAL) I. STOW DRAINAGE LINES ARE TREATED THE SAME AS SANITARY SEWER LINES. EXFILTRATION DRAINAGE TRENCHES ARE EXEMPTED. 2. M[NIMLN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES 16 REQUIRED. IF UNABLE TO MAINTAIN MN" SEPARATION HORIZONTALLY, EACH PIPE SHALL BE SHELVED A MINIMUM IS INCHES VERTICAL SEPARATION. 3. FORCE MAINS MUST HAVE AN 18 -INCH VERTICAL SEPARATION FROM WATER LINES. NO EXCEPTIONS. DERM NOTES ON WATER-SEWER INSTALLATION (NOT PART OF M-DWASID NOTES NOR APPROVAL) 1. A HORIZONTAL DISTANCE OF AT LEAST & FEET, AND PREFERABLY 10 FEET (OUTSIDE TO OUTSIDE), 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 15 AT LEAST & INCHES BELOW THE BOTTOM OF THE WATER PIPE. WHEN THE ABOVE SPECIFIED HORIZONTAL D15TANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF: A THE SEWER PIPES ARE DESIGNED AND CONSTRUCTED EQUAL TO TO THE WATER PIPE AND PRESSURE TESTED AT 150 P-91. B. THE THE SEWER 15 ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. C. THE TOP OF THE SEWER 15 AT LEAST IS 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 WATER AND SEWER MAINS WITH SEWER PIPES PREFERABLY CROSSING UNDER WATER MAINS. THE MINIMUM VERTICAL SEPARATION CAN BE REDUCED TO & INCHES FOR VACUUM-TYPE SEWERS OR FOR GRAVITY SEWERS, WHERE THE SEWER PIPE 15 BELOW THE WATER MAIN. THE CROSSING SHALL BE ARRANGED 50 THAT ALL WATER MAIN JOINTS ARE AT LEAST ro 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 UNDERSIROUND FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF: A. THE SEWER PIPES ARE DESIGNED AND CONSTRUCTED EQUAL TO THE WATER PIPE AND PRESSURE TESTED AT 150 PSI. B. THE SEWER 15 ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. 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 WEALTH 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 PIPE 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) C600-52 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 C600-52 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH. ro. THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, CHARACTER OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 1. ALL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE CONSTRUCTED AT LEAST 5 FEET FROM ANY WATER AND SEWER MAIN AS MEASURED FROM THE OUTSIDE BELL OF THE WATER OF THE UTILITITY PIPE. S. WHEN THE 5 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE 18 NOT POSSIBLE, THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER PIPES, BEFORE PROCEEDING WITH POWER EQUIPMENT EXCAVATION, S. 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 6, -1 AND a 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. G S & P Orb,% Design Services For The Built Environment II Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale II Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa G R E S H A M SMITH AN D P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO, AAP000034/CA3806 1826000797/LC26000381 7 CAMERO + A,3S0C1,A-31 E,:8, 11`11111111/"' r-•�X;, 3•0. ­q REVISION No. - Date - Revision ............. ... ^- ^ ^..-- •------- - - - - -• ..................................................... ................................... ............... - -------- - - ..................................................... - ------ W A& < Cn 0 C: 0 C to C13 CL M cn X LO f__ *wmn- cf) REVISION No. - Date - Revision ............. ... ^- ^ ^..-- •------- - - - - -• ..................................................... ................................... ............... - -------- - - ..................................................... - ------ A& REVISION No. - Date - Revision ............. ... ^- ^ ^..-- •------- - - - - -• ..................................................... ................................... ............... - -------- - - ..................................................... - ------ WATER + SEWER DETAIL F I L E '.4 11 1= I I L F P C - I E (: T __' ' -1 P -' T E i 2 1 4 - 1 2