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08-40-02412" WATER DISTRIBUTION PROFILE SCALE 1'620' HOR/Z., 1'-2' VERT. 1, AT THE COMPLETION OF ANY WATER AND SEWER JOB, THE CONTRACTOR SHALL WA TER AND SEWER SER VICE PROFILES SCALE, 1'620' HOR/Z., 1'62' VERT. Frry •ry y • W � r F F y r Y y y • YYw u G Y U y V V y V r rrF ww � u Y y G • V • y V V r V r • y r~ Y Y Y V Y • Y V ■ 4 r Y W y V Y Y • r r F r DERMS NOTES ON WATER y y & SEWER INSTALLATIONS ����: 'rW;� 1, AT THE COMPLETION OF ANY WATER AND SEWER JOB, THE CONTRACTOR SHALL OF, PER11[ITl y u•yyG (NOT PART USD • r yY1W r rrVyY Y VVW 1. A HORIZONTAL DISTANCE OF 10 FT. SHALL BE MAINTAINED A. "AS -BUILT" MYZAR 24" X 36" (MIN. 4 MIL THICKNESS) FOR EACH PHASE BETWEEN WATER AND SEWER MAINS WHEN THE 10 FEET HORIZONTAL SPECIRCA77ONS AVAILABLE AND ON FILE WITH THE DEPARTMENT . SUBMIT HOP DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT THE SEWER SHALL BE CONSTRUCTED REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY OF DUCTILE IRON PIPE WITH MECHANICAL JOINTS. COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4'-0" MIN. 2. A VERTICAL DISTANCE OF AT LEAST 18 INCHES SHALL BE J. MAINTAINED BETWEEN ANY WATER AND SEWER MAINS. THE DEPARTMENT.) SEWER SHALL BE A DUCTILE IRON SINGLE 20 FEET LENGTH AND NO. 3 OR 53 VALVE BOX. FIRE HYDRANTS AND SERVICE VALVES SHALL BE CENTERED ON THE CROSSING IF THE MINIMUM VERTICAL DISTANCE IS LESS THAN 1d INCHES OR THE SEWER IS INSTALLED ABOVE THE A. 24" X 36" MKAR IN INK ONLY. WATER MAIN (REGARDLESS OF SEPARATION). ALL FORCE MAIN SERVICE CONNEC77ONS INTO PRESSURE TRANSMISSION MAINS J. IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER FACILITIES ARE EXISTING AND THE SEPARATION REQUIREMENTS C TITLE BLOCK WITH DEPARTMENT E. R. NUMBER AND PERTINENT INFORMATION, CANNOT BE MET, SPECIAL CONSIDERATION MAY BE GIVEN SUBJECT ALL GRA V/TY SYSTEMS SHALL SE CONSTRUCTED IN ACCORDANCE NTH TO A COMPLETE EVALUATION OF EXISTING AN PROPOSED CONDITIONS. 4. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY E. STREET NOMENCLATURE. SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE FIFTY (50) GALLONS PER INCH PIPE DIAMETER PER MILE 6. PER DAY FOR RESIDENTIAL LAND USE AND TWENTY (20) GALLONS PER G. STATION MAIN STARTING WH 0 + 00 AT PERMANENT REFERENCE POINT (L E. 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 H. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT CONCRETE PRESSURE SEWER PIPE. THE DUCTILE IRON PIPE FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL BE AS EXFILTRATION RATE SHALL NOT BE GREATER THAN THE ALLOWABLE , LEAKAGE RATE SPECIFIED IN AMERICAN WATER WORKS ASSOCIATION J. ALL INFORMATION TO BE REMOVED FROM MYLAR, LEAVING ONLY STANDARD (AWWAS)C600-82 AT A TEST PRESSURE OF 100 POUNDS AGENCY WITH INSTALLA77ON IN ACCORDANCE WITH DEPARTMENT STANDARDS. PER SQUARE INCH. d. THE REINFORCED CONCRETE PRESSURE SANITARY SEWER FORCE MAIN J. WATER "AS -BUIL TS" MUST INCL UDE.- EXFILTRATION RATE SHALL NOT BE GREATER THAN ONE-HALF (1/2) PRECONSTRUCTTON MEE77NG 48 HRS PRIOR TO PROPOSED START OF THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AWWA C600-82 AT A TEST PRESSURE OF 100 POUNDS PER SQUARE INCH. ANY), STA TION OF SERVICES HYDRANTS AND RT77NGS AT THE MAINLINE 6. THE CONTRACTOR SHALL VERIFY NATURE, DEPTH, CHARACTER OF DEPARTMENT PERSONNEL WILL INSPECT ALL FACILITIES APPROVED SY THIS EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 7. ALL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE OTHER ANGLE, AND DEFLEC77ON OF PIPE, IF ANY. CONSTRUCTED AT LEAST 3 FEET FROM ANY WATER AND SEWER MAIN BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS. AS MEASURED FROM THE OUTSIDE BELL OF THE WATER AND SEWER 10, PIPE TO THE OUTSIDE OF THE UTILITY PIPE. CORRESPONDING STATION),, ) AND MATERRIAL OF PIPE AND REFERENCE d. WHEN THE 3 FEET SEPARATION BETWEEN PROPOSED AND EXISTING COMPLETE UN77L RIVAL ACCEPTANCE OF 7HE SYSTEM BY THE DEPARTMENT LINE IS NOT POSSIBLE, THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER PIPES BEFORE PROCEEDING WITH 4. SEWER "AS -BUIL TS" MUST INCLUDE: POWER EQUIPMENT EXCAVATION. DEPARTMENT 9. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES, CONDUITS, CABLES, ETC. IN THE SAME TRENCH PARALLEL TO A. PUN SHOWING MANHOLE NUMBER, SIZE AND MATERIAL OF PIPE, AND ABOVE EXISTING WATER AND SEWER PIPES EXCEPT 2. CONTRACTOR'S WAIVER AND RELEASE OF LIEN WHERE THEY CROSS. ANY DEVIATION FROM NOTES 6, 7 AND 6 SHALL BE APPROVED IN WRITING BY THE RESPONSIBLE WATER WITH REFERENCE TO MANHOLE. AND SEWER UTILITY. 4. A. CONTRACTORS LETTER OF WARRANTY (I.E., LETTER AGREEMENT) 10, A NON-RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP TO RECORD THE TOTAL OPERATING HOURS OF THE ELEVA77ONS (IF MORE THAN ONE INVERT, LABEL NORTH, SOUTH, ETC.), STATION. 5. 'SIS -BUILT" 4 MIL MYLAR 24" X 36" SHOWING SPECIFIC LOCATIONS, ( CALL 48 HOURS NEFORE YOU DIG IN FLORIDA 1 1-500-432-4770 (SUNSHINE STATE ONE CALL OF FLORIDA, INC. J �-47 �)�f BETWEEN WATER MAINS AND VACUUMM TYPE SEWER PREFERABLY 10 FT. AND AT LEAST 3 FT. MINIMUM, GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED WATER PREFERABLY 10 FT AND AT LEAST 6 FT. MAY BE REDUCED TO 3 FT WHERE BOTTOM OF WATER MAIN IS AT LEAST 6 INCHES ABOVE TOP OF WATER. 10 FT. TO ANY PART OF ON-SITE SEWER TREATMENT OR DISPOSAL SYSTEM. WATER MAIN VERTICAL SEPARATIONS SEPARATIONS BETWEEN WATER MAINS AND GRAVITY SEWER, VACUUM TYPE SEWER, OR STORM SEWERS, TO BE PREFER46LY_12_ INCHES OR AT LEAST 6 INCHES ABOVE OR AT LEAST 12 INCHES BELOW* PRESSURE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR RECLAIMED WATER, AT LEAST 12 INCHF A V R OW * NOTE., CENTER 1 -FULL LENGTH OF WATER MAIN PIPE AT LEAST ALTERNATIVELY ARRANGE PIPES SO JOINTS ARE AT LEAST 3 FEET FROM JOINTS IN VACUUM, STORM OR STORM FORCE MAINS AT LEAST d FEET FROM JOINTS IN GRAVITY OR PRESSURE SEWERS, WASTEWATER FORCEMAINS OR RECLAIMED WATER. yy V Y • yy V ,� +*21000522 V V V'i 4 V V U V y « w W VYV V w � t V p p C ~ b W V W r y z y y } co W V N C Y w V V p 5 r r ti w W � c � V Y r O y V • � W h p u V J Y W U Y t V N V) M 4 � O N C Y; 4 C ap W W w a U � G � b M M 6 N O Y, o W p C W ca c U C W � H L r t U p r w c _z uj ARCHITECTURE INTERIOR DESIGN PLANNING SEAL: MONEY J. MATEU AR 0008220 JMM CONSULTING ENGINEERS, LLC M.E.P. 12651 S DIXIE HIGHWAY, SUITE 209 MIAMI, FLORIDA 33156 M.A. SUAREZ CONSULTING ENGINEERS STRUCTURAL ENGINEERING 4869 SW 75TH AVENUE MIAMI, FLORIDA 33155 RISTORINO & ALAM CONSULTING ENG. INC. CIVIL ENGINEERING 7171 SW 62ND AVENUE, 4TH FLOOR MIAMI, FLORIDA 33143 OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 M A TE U ARCHITE CTURE INC. THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED NY THE ARCHITECT/ ENGINEERS OF RECORD. PHASE WASD WATER AND SEWER NOTES PERMIT DRAWINGS SHEET 1 OF 2 (GS 0.5) SHEET 2 OF 2 (GS 0.5) 1. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT 1, AT THE COMPLETION OF ANY WATER AND SEWER JOB, THE CONTRACTOR SHALL MA0605 ACCORDANCE WITH THE REQUIREMENTS OF THE MIAMI- DADE WATER AND SUBMIT- UBMIT SEWER SEWER DEPARTMENT AND SHALL CONFORM TO THE STANDARDS AND A. "AS -BUILT" MYZAR 24" X 36" (MIN. 4 MIL THICKNESS) FOR EACH PHASE ISSUE DATE: SPECIRCA77ONS AVAILABLE AND ON FILE WITH THE DEPARTMENT . SUBMIT HOP B. BLUE LINE (FROM MYLAR) WHICH HAS BEEN SIGNED AND SEALED BY DRAWINGS FOR ALL MATERIALS REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY 2 COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4'-0" MIN. THE CONTRACTOR. (QTY. OF PRINTS, AS REQUIRED BY THE J. ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETF WITH 10" RISER PIPE DEPARTMENT.) SHEET; AND NO. 3 OR 53 VALVE BOX. FIRE HYDRANTS AND SERVICE VALVES SHALL BE 2. "AS -BUILT" FORMAT INSTALLED COMPLETE WITH 6" RISER PIPE AND NO. 2 VALVE BOX. A. 24" X 36" MKAR IN INK ONLY. 4. ALL FORCE MAIN SERVICE CONNEC77ONS INTO PRESSURE TRANSMISSION MAINS B. THE WORD AS -BUIL T" IN LARGE LETTERS SHALL HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT OF ENTRY. C TITLE BLOCK WITH DEPARTMENT E. R. NUMBER AND PERTINENT INFORMATION, 5. ALL GRA V/TY SYSTEMS SHALL SE CONSTRUCTED IN ACCORDANCE NTH D. PREFERRED SCALE TO BE 1 " = 40' HORIZON TALL Y AND 1 " = 4' VER 77CALL Y. DEPARTMENT STANDARDS. E. STREET NOMENCLATURE. F. SEPARA TF WA IFR AND SEWER PROFILE. 6. ALL WATER METERS WILL BE INSTALLED BY THE MIAMI-DADE WATER AND G. STATION MAIN STARTING WH 0 + 00 AT PERMANENT REFERENCE POINT (L E. SEWER DEPARTMENT PROVIDING THE APPROPRIATE CHARGES HAVE QEEN q, $, ETC.), AND TO RUN CONTINUOUSLY TO END OF MAIN AT f OF PIPE. PREPAID. H. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT 7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL BE AS L IDEN77FY ALL CON7T?OL LINES (I.E. BLDG. LINE P/L, R/W ETC.). "PROPOSED" REQUIRED BY DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE FIRE J. ALL INFORMATION TO BE REMOVED FROM MYLAR, LEAVING ONLY AGENCY WITH INSTALLA77ON IN ACCORDANCE WITH DEPARTMENT STANDARDS. 'As -BUILT" INFORMATION REFLECTED IN DRAWINGS. d. CONTRACTOR MUST CALL M-DWASD INSPEC77ON DIVISION TO ARRANGE FOR A J. WATER "AS -BUIL TS" MUST INCL UDE.- PRECONSTRUCTTON MEE77NG 48 HRS PRIOR TO PROPOSED START OF A. PUN SHOWING SIZE, MATERIAL AND OFFSET OF MAIN, DEVIEC77ONS (IF CONS TRUC770N. CONTACT ONE CALL CENTER 48 NRS. PRIOR TO EXCA VA 770N. ANY), STA TION OF SERVICES HYDRANTS AND RT77NGS AT THE MAINLINE 9. DEPARTMENT PERSONNEL WILL INSPECT ALL FACILITIES APPROVED SY THIS (IF PERPENDICULAR TO IT), AND AT MAIN AND END OF SERVICE IF ANY DEPARTMENT. ALL OTHER REQUIREMENTS OF THE PERMITTING AGENCY SHALL OTHER ANGLE, AND DEFLEC77ON OF PIPE, IF ANY. BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS. C. PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVATIONS AT EVER 100' STATION AND ANY ANY CHANGE GRADE (WITH 10, WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS CORRESPONDING STATION),, ) AND MATERRIAL OF PIPE AND REFERENCE COMPLETE UN77L RIVAL ACCEPTANCE OF 7HE SYSTEM BY THE DEPARTMENT TO PLAN. AND UNTIL THE FOLLOWING DOCUMENTS' ARE RECEIVED AND APPROVED BY THE 4. SEWER "AS -BUIL TS" MUST INCLUDE: DEPARTMENT 1. EASEMENTS, IF REQUIRED A. PUN SHOWING MANHOLE NUMBER, SIZE AND MATERIAL OF PIPE, 2. CONTRACTOR'S WAIVER AND RELEASE OF LIEN DEFLECTION, lF ANY (FORCE MAIN ONLY), AND LOCA77ON OF LATERALS 3. ABSOLUTE BILL OF SALE WITH REFERENCE TO MANHOLE. 4. A. CONTRACTORS LETTER OF WARRANTY (I.E., LETTER AGREEMENT) B PROFILE SHOWING MANHOLE NUMBER (AS PER PLAN), RIM AND INVERT B. DEVELOPER'S CONTRACT BOND (LE, CONTRACT AGREEMENT) ELEVA77ONS (IF MORE THAN ONE INVERT, LABEL NORTH, SOUTH, ETC.), 5. 'SIS -BUILT" 4 MIL MYLAR 24" X 36" SHOWING SPECIFIC LOCATIONS, AND STA77ON STARLING AT 0 +00 AT DOWNSTREAM MANHOLE. DEPTHS ETC., OF ALL WATER FACILITIES AS LOCATED BY A LICENSED 5. FORCE MAIN "AS- BUIL TS': SAME AS WATER. SURVEYOR, ALONG W77H PRINTS OF "AS -BUILT" WHICH HAVE BEEN * OTHER SCALES MAY BE PERMITTED, BUT MUST BE APPROVED BY THE SIGNED AND SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF DEPARTMENT PRIOR TO PREPARATION OF DRAWINGS. RECORD, AND ENDORSED BY THE CONTTACTOR. (NO. OF PRINTS., 3 -FOR WA LFR, 4 -FOR SEWER AND 5 -FOR FORCE MAIN OR PUMP STA LION PROJECTS) ALL VERTICAL BENDS ARE TO BE RESTRAINED 6. H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS. 11. ALL NEW CONNEC77ONS FROM EXIS77NG DEPARTMENT MAINS TO BE MADE BY DEPARTMENT FORCES ONLY. 117E CONTRACTOR TO EXCAVATE AT REQUIRED LOCA TONS PROVIDE AND INSTALL MATERIAL WITH RTIINGS, PRIOR TO TAPP, 12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO MDWA59 DEPT. OF HEALTH NOTES FOR ALL NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER AND SEWER PERMIT PLANS, UPON REQUEST. (NOT PART OF MDWASD INERMIT) 13. UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR WATER MAIN HORIZONTAL SEPARATIONS CONNECTIONS TO EXIS77NG MAINS WITH A TAPPING SLEEVE AND TAPPING SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE VALVE WILL BE PERFORMED BY DEPARTMENT FORCES UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO TAP EXISTING BETWEEN WATER MAINS, AND STORM SEWERS, STORMWATER FORCE MAINS IN THE SIZE RANGE SPECIFIED ABOVE. MAINS, OR RECLAIMED WATER LINES, SHALL BE 3 FT. MINIMUM. ( CALL 48 HOURS NEFORE YOU DIG IN FLORIDA 1 1-500-432-4770 (SUNSHINE STATE ONE CALL OF FLORIDA, INC. J �-47 �)�f BETWEEN WATER MAINS AND VACUUMM TYPE SEWER PREFERABLY 10 FT. AND AT LEAST 3 FT. MINIMUM, GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED WATER PREFERABLY 10 FT AND AT LEAST 6 FT. MAY BE REDUCED TO 3 FT WHERE BOTTOM OF WATER MAIN IS AT LEAST 6 INCHES ABOVE TOP OF WATER. 10 FT. TO ANY PART OF ON-SITE SEWER TREATMENT OR DISPOSAL SYSTEM. WATER MAIN VERTICAL SEPARATIONS SEPARATIONS BETWEEN WATER MAINS AND GRAVITY SEWER, VACUUM TYPE SEWER, OR STORM SEWERS, TO BE PREFER46LY_12_ INCHES OR AT LEAST 6 INCHES ABOVE OR AT LEAST 12 INCHES BELOW* PRESSURE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR RECLAIMED WATER, AT LEAST 12 INCHF A V R OW * NOTE., CENTER 1 -FULL LENGTH OF WATER MAIN PIPE AT LEAST ALTERNATIVELY ARRANGE PIPES SO JOINTS ARE AT LEAST 3 FEET FROM JOINTS IN VACUUM, STORM OR STORM FORCE MAINS AT LEAST d FEET FROM JOINTS IN GRAVITY OR PRESSURE SEWERS, WASTEWATER FORCEMAINS OR RECLAIMED WATER. yy V Y • yy V ,� +*21000522 V V V'i 4 V V U V y « w W VYV V w � t V p p C ~ b W V W r y z y y } co W V N C Y w V V p 5 r r ti w W � c � V Y r O y V • � W h p u V J Y W U Y t V N V) M 4 � O N C Y; 4 C ap W W w a U � G � b M M 6 N O Y, o W p C W ca c U C W � H L r t U p r w c _z uj ARCHITECTURE INTERIOR DESIGN PLANNING SEAL: MONEY J. MATEU AR 0008220 JMM CONSULTING ENGINEERS, LLC M.E.P. 12651 S DIXIE HIGHWAY, SUITE 209 MIAMI, FLORIDA 33156 M.A. SUAREZ CONSULTING ENGINEERS STRUCTURAL ENGINEERING 4869 SW 75TH AVENUE MIAMI, FLORIDA 33155 RISTORINO & ALAM CONSULTING ENG. INC. CIVIL ENGINEERING 7171 SW 62ND AVENUE, 4TH FLOOR MIAMI, FLORIDA 33143 OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 M A TE U ARCHITE CTURE INC. THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED NY THE ARCHITECT/ ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO: MA0605 DRAWN BY: CHECKED NY: ISSUE DATE: REVISIONS SHEET TITLE WATER & SEWER PROFILES AND GENERAL NOTES SHEET; OF: C-5