Loading...
04-52-002DEPARTMENT OF HE-ALM11114070- WATER MAIN HORIZONTAL SEPARATIONS SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE DEPARTMENT OF HEALTH NOTES BETWEEN WATER MAINS AND, STORM SEWERS, STOFCAWATER FORCE V✓ATER MAIN VERTICAL SEPARATIONS MAINS, OR RECLAIMED WATER LINES, SHALL BE $ FT MIMMUM. SEPARATIONS BETWEEN WATER MAINS AND GRAVITY SEWER, VACUUM TYPE SEWER, OR STORM SEWERS, TO BE PREFERABLY 12 INCHES OR AT BETWEEN WATER MAINS AND VACUUM TYPE SEWER PREFERABLY 10 FT. LEAST 6 INCHES Aprmfp Off? r�,T LFaST-1 2 IMG E 3 Ir BELOW.• AND ATi LEAST 3 FT MIN h ".UM. PRESSURE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE GRAVITY OR PRESSURE SANITARY SEWERS, WASTEWATER i AWN, OR RECLAIMED WATER, AT LEAST 12 INCITES AB W ABOVE OR BELO.• MAINS OR RECLAIMED WATEP PREFERAELY 10 FT AND AT LEAST 6 FT 11AY- BE REDUCED TO 3 FT-A - -HERE ROT TOM OF WATER MAIN IS AT LEAST 1 ?J:,F ;E3 ?.3:)VE;i)POF9EV:I�Fi. ' NOTE: CENTER 1 -FULL LENCHT OF VIATER MAIN PIPE AT CROSSIN33; ALTERNATIVELY ARf1PJ-'3E P?FES SO JOI,RTS ARE AT 10 FT. TO ANY PART OF ON -SITE SEWER TREATMENT OR DISPOSAL SYSTEM. LEA"T 3 FEET FROM J& i S IN! VACUUM, STORM OR STORM FCrCE VAIN3. AT LEAS' 6 FEET FRO.4 '01NTS IN GRAVITY OR LbAT PREOSURE SEWERS, WASTEWATER FCRCEM INS OR f;E: IAGEfl �•�Yd1.Vt��I SQWG1 oni�• I LANDSCAPE LANDSCAPE LANDSCAPE I LANDSCAPE MMMMM ACE MMMIMMM J L I � r PROP CLEAN OUT 1.0 1 1:1 TER ACI a ❑ SHEEMT� D FOR FOR o PROPOSED 7 UNIT TOWNHOUSES Co 2 Stories with Basement Garag,e3 COURTYARD METER BANK PER WS 4.16 ❑ 4- DUAL METER BOXES TER COPPER PIPE TO 5 /8'MEIER PER WS 2.12 7- 1 - -RPBP PER WS 4.18(DOM C; 1- 1 - -PVB PER WS 4.19 (IRRIGA ON I e DDCV PER WS 4.20 1 UP DN RA AP 1H i I I LANDSCAPE LLL I r� ❑ ❑ TRASH PROP 4' -DIP PRIVATE FIRE UNE LANDSCAPE PROP a -DIP TO FIRE DEPT CONNETION 133.85' PROP FIRE L CONNECTION NOTES 1- CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES NOTIFICATION CENTER U.N.C.LE. AT 1- 800 432 -4770 PRIOR TO COMMENCING ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTIUTIEF. t ' 2- EXISTING U71UTIES ARE PLOTTED FROM BEST AVAILABLE INFORMATION. CONTACT UTIUTY AGENCIES BEFORE CONSTRUCTION IS STARTED TO VERIFY 1 O011AMON AND DEPTH OF UNDERGROUND UTILITIES. I 3- IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO VERIFY ALLI UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION AND COORLIINATE WITH THE VARIOUS UTILITY AGENCIES TO RELOCATE, BYPASS OR OTHERWISE EN9U'RE THAT UTILITY SERVICES WILL NOT BE INTERRUPTED DURING CONSTRUCTION. j 4- EXISTING GRADES WERE TAKEN FROM AVAILABLE DATA y%ND MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS, CONTRACTOR SHALL LIE RESPONSIBLE FOR FAMIUARIZING HIMSELF WITH CURRENT SITE CONDITIONS. AND S11AU, REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 5- ALL EXISTING FEATURES BEYOND CONSTRUCTION UMITS SHALL REMi414 UNDISTURBED UNLESS OTHERWISE NOTED. I 6- WHERE NEW CONSTRUCTION (CURBS. PAVEMENTS, ETC.) IS INDICATED TO CONNECT TO THE EXISTING, THE SECTIONS, ELEVATIONS, MATERIALS, ETC. SHALL MA' :H THE EXISTING CONSTRUCTION. UNLESS NOTED OTHERWISE ON PLANS. i 7- CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING ALL EXISTING MAIMOLE AND INLET COVERS, VALVE BOXES, BLOW -OFF RISERS, ETC. TO NEW ELEVATIONS, 'AS REQUIRED, WHETHER SPECIFICALLY SHOWN ON PLANS OR NOT. APR 0 2 2004 Dade County Department of Public Health Engineering Section 8- IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND A�P�/�P,�L��C,pABL.E CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEY4 9- MONUNENTS OR PROPERTY UNE MARKERS LOCATED WITHIN THE UMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 10- WHERE NEW PAVEMENT IS TO MEET EXISTING PAVEMENT, ALL EDGES OF EXISTING PAVEM-24T ARE TO BE SAW -CUT. 11- AFTER REMOVAL, DEMOUSHED ASPHALTIC CONCRETE SURFACES. CONCRETE SIDEWALKS AND GUTTERS OR ANY OTHER UNSUITABLE OR UNNECESSARY MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. 12- ALL ELEVATIONS SHOWN REFER TO CITY OF MIAMI DATUM 13- EXISTNG ASPHALT PAVEMENT AND DRAINAGE STRUCTURES OUTSIDE UMITS SHALL REMAIN UNDISTURBED 14- SEE ELECTRICAL PLAN FOR RELOCATION OF EXIST ELECTRICAL UNES AND LIGHT POLES 15- SAW CUT AND REMOVE ASPHALT AND BASE FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS 16- ANY CAMAGE OR INTERRUPTION OF SERVICE BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. THE OWNER SHALL HAVE TIE OPTION TO HIRE A SUBCONTRACTOR AND BILL THE CONTRACTOR FOR SAID REPAIRS. 17- SEE LANDSCAPING PLANS FOR REMOVAL & RELOCATION OF EXISTING TREES. 18- REMOVE ALL UNDERGROUND STRUCTURES AND PIPES AND FILL VOIDS WITH SELECT UME ROCK FILL. WATER & SEWER PLAN SCALE 1 " =10' ATM SEE 1 I' 1 1; 1 1; 5-0" I i 25'46" t 11 1 li I I j 11 � u ' 1 ; 12 -0 I 1 , 1 1 I ' 22' -1111 11 1/291 I 1 ' 1 I j li 1 11 1 11 I W 1 li 1 1' t 1 1 t '1 � II 1 z 8 Ld 1 1 1 U 11 i �Ny 1 � ' 1 W Go Cn X ! O 1 li 1 l I 1 11 ti10 I 1 1 = 1 11 1 '1 1 li 1 l ' 11 I 1 l 1 1 1 I 1 II 1y l 1 l LPR 1 CON O EXIST 10'VCP 1 j i o0 SAw/ 8 "x10" WYE AT 0.65 x SAN LAT 1 j ; � too ' 810p 1/8' /foot I j i I a g 3 I ' 4' GATE VALVE j b j o a I? 6'x4" REDUCER I' o l i F z v m 6'x4" TEE @ W z A-1 o do eGATE VALVE °D 1 1 I PROP 6 DIP WM _ I 0 1 M N U cc � a 0 �I y, w; I t PALMS OF SUNSET J.V. 5835 Blue Lagoon Drive, Suite 200 Miami, Florida 33126 T 786.275.8480 F 786.275.8474 1 CONSULTANTS: CIVIL ENGINEER 1 Rodolfo Ibarra PE PA IG I 1 1 Fax 305 - 598 -1059 PE 45901 4.i��:► I, ••. 1 ,r. •I' 1 y' � V� 1 1 I 1 N a 1 g rW^ V s 1 1 Co LO r M r Z WM C O F- 1 U 1 0 a- I 1 t C14 Q O 1 '4) I..L ' O 0^^ I I 1 DATE: I 1 REVISIONS: I PROJECT No. 03 -060 1 DRAWN BY: CHECKED BY: JC t AS SHOWN I SHEET No. 1 I ' Ii 1 EXIST SAN MH 1 RIM EL -10.60 1 INV EL - -0.77 1 1 1 1 I 1 1 1 y� 1 t I 1 ' I 1 o_ 1 � 1 I W 2540" 1 � 11 � l 1 1, I ' 1 1 1 � 1 1 1 � 1 1 1 1 1 1 1 1 � 1 o: st i F-'1 H U SW 73 S a 3 a rn V1 SW 74 a T tpSW 74 TER __ SW._ -- ' " 76. : .ST LOCATION MAP SCALE 1" =300' I°' Ln M© STANDARD REQUIREMENTS FOR WATER 6ND %= CONSTRUCTION AS PER GS 0.5 1 -- ALL MATERIAL AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE MIAMI -DADE WATER AND SEWER DEPARTMENT AND SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEPARTMENT. SUBMIT SHOP DRAWINGS FOR ALL MATERIAL c 2-- COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4' - 0' MIN. 3.- ALL MAIN UNE VALVES SHALL BE INSTALLED COMPLETE WITH 10- RISER PIPES AND NO. 3 OR 53 VALVE BOXES. FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6' RISER PIPES AND NO. 2 VALVE BOXES. 4.- ALL FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT OF ENTRY. 51- ALL GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEPARTMENT STANDARDS. 6.- ALL WATER METERS WILL BE INSTALLED BY THE MIAMI -DADE WATER AND SEWER DEPARTMENT PROVIDING THE APPROPRIATE CHARGES HAVE BEEN PRE -PAID. 7.- FIRE HYDRANTS REQUIREMENTS ( NUMBER AND LOCATION ) SHALL BE AS REQUIRED BY DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATIONS IN ACCORDANCE WITH DEPARTMENT STANDARDS. 8.- CONTRACTOR MUST CALL M- DWASAD INSPECTION DIVISION TO ARRANGE FOR A PRE - CONSTRUCTION MEETING 48 HOURS PRIOR TD PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL CENTER 48 HRS- PRIOR TO EXCAVATION. 9.- DEPARTMENT PERSONNEL WILL INSPECT ALL FACIUTIES APPROVED BY THIS DEPARTMENT. ALL OTHER REQUIREMENTS OF THE PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS. 10.- WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE UNTIL FINAL ACCEPTANCE OF THE SYSTEM BY THE DEPARTMENT AND UNTIL THE FOLLOWING DOCUMENTS ARE RECEIVED AND APPROVED BY THE DEPARTMENT. 1 -- EASEMENTS, IF REQUIRED. 2.- CONTRACTOR'S WAIVER AND RELEASE OF UEN. 3-- ABSOLUTE BILL OF SALE 4A.- CONTRACTOR'S LETTER OF WARRANTY (I.E,. LETTER AGREEMENT) B.- DEVELOPER'S CONTRACT BOND (I.E. CONTRACT AGREEMENT) 5.- "AS- BUILT' 4 MIL MYLAR 24' X 36' SHOWING SPECIFIC LOCATIONS, DEPTHS, ETC., OF ALL WATER FACIUTIES AS LOCATED BY A UCENSED SURVEYOR. ALONG WITH PRINTS OF THE "AS- BUILT' WHICH HAS BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE CONTRACTOR. (NO. OF PRINTS: 3-FOR WATER, 4-FOR SEWER, AND 5-FOR FORCE MAIN OR PUMP STATION PROJECTS) 6.- H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS. 11.- ALL NEW CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO BE MADE BY DEPARTMENT FORCES ONLY. THE CONTRACTOR TO EXCAVATE AT REQUIRED LOCATIONS . PROVIDE AND INSTALL MATERIAL WITH FITTINGS, PRIOR TO TAP. 12.- AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO M- DWASAD FOR ALL NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER AND SEWER PERMIT PLANS, UPON REQUEST. 13.- UNLESS OTHERWISE SPECIFIED. ALL TAPS 20 INCHES AND SMALLER FOR CONNECTIONS TO EXISTING MAINS WITH A TAPPING SLEEVE AND TAPPING VALVE WILL BE PERFORMED BY DEPARTMENT FORCES. UNDER NO CIRCUMSTANCES WILL THE CTOR BE PERMITTED TO TAP EXISTING MAINS IN 1HF/SIZE RANG ECIFIED ABOVE v LEGAL DESCRIPTION. LOT 3 BLOCK 2 SUBDIVISION: FAIRGLADE MANOR ACCORDING TO THE PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 45 AT PAGE NO. 79 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. -AS- BUILT' REQUIREMENTS AS PER GS 0.5 1. AT THE COMPLETION OF ANY WATER AND SEWER JOB, THE CONTRACTOR SHALL SUBMIT: t A. -AS- BUILT' MYLAR 24' X 36' (MIN. 4 MIL THICKNESS) FOR EACH PHASE. B. BLUE UNE (FROM MYLAR) WHICH HAS BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE CONTRACTOR. (QTY. OF PRINTS AS REQUIRED BY THE DEPARTMENT.) 2. AS- BUILT" FORMAT: A. 24' X 36' MYLAR IN INK ONLY. B. THE WORD "AS- BUILT' IN LARGE LETTERS. C. TITLE BLOCK WITH DEPARTMENT E.R. NUMBER AND PERTINENT INFORMATION. D. PREFERRED SCALE TO BE 1" - 40' HORIZONTALLY AND 1' - V VERTICALLY.* E. STREET NOMENCLATURE. F. SEPARATE WATER AND SEWER PROFILE. G. STATION MAIN STARTING WITH 0 + 00 AT PERMANENT REFERENCE POINT (I.E. C/L. S/L. ETC.) AND TO RUN CONTINUOUSLY TO END OF MAIN AT END OF PIPE. H. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT. I. IDENTIFY ALL CONTROL UNES (I.E. BLDG. UNE. P/L. R/W. ETC.). J. ALL 'PROPOSED' INFORMATION TO BE REMOVED FROM MYL %R, LEAVING ONLY "AS- BUILT' INFORMATION REFLECTED IN DRAWINGS. 3. WATER 'AS- BUILTS' MUST INCLUDE: A. PLAN SHOWING SIZE, MATERIAL AND OFFSET OF MAIN, DEFLECTIONS (IF ANY). STATION OF SERVICES, HYDRANTS AND FITTINGS AT THE MAINUNE (IF PERPENDICULAR TO IT), AND AT MAIN AND END OF SERVICE IF ANY OTHER ANGLE, AND DEFLECTION OF PIPE, IF ANY. B. PROFILE SHOVING TOP OF GROUND AND TOP OF PIPE ELEVATIONS AT EVERY 100' STATION AND AT ANY CHANGE IN GRADE (WITH 4. SEWER 'AS- BUILTS' MUST INCLUDE: A. PLAN SHOWING MANHOLE NUMBER,SIZE AND , MATERIAL OF PIPE, DEFLECTION, IF ANY(FORCEMAIN ONLY) AND LOCATION OF LATERALS WITH REFERANCE TO MANHOLE B PROFILE SHOWING MANHOLE NUMBER(AS PER PLAN) RIM. AND INVERT ELEVATIONS (IF MORE THAN ONE INVERT. LABEL NORTH, SOUTH, ETC) AND STATION STARTING AT 0+00 AT DOWNSTREAM MANHOLE * OTHER SCALES MAY BE PERMITTED, BUT MUST BE APPROVED BY THE DEPARTMENT PRIOR TO PREPARATION OF DRAWINGS 5. FORCEMAIN "AS- BUILIV SAME AS WATER A P R OTV E_ LY OWATER SUPP Y DEPARTMENT OF NV RONi`JI NTAL TECTI N _ . o-rnac 1T r)T: hFAITH CERTIFIED: DATE: 4 I Q4 ERVISOR / MANAGER - PLANS REVIEW SEC 770N THIS ACCEPTANCE VALID FOR TWO YEARS AND DOES NOT RELIEVE THE ENGINEER AND CONTRACTOR FROM COMPLIANCE WITH ALL-- COUNTY AND STATE REQUIREMENTS AND AGREEMENTS, r Pdllf MI -DADE - - - WATEIR & SEi IWER DE .PA R T MENT - WATER PFRMIT SEWER PERMIT _ X2004 - 0 3 2 -SB 2003- 5 3 2 - f J t��� f •1�I ji I i APPR4 E) / p Ij1rROVED AS REVISED E', Permit No 216896-244-n IJOTE: THIS PPRO'JAL IS NOT I -10.4 10.2 E$GST GRADE -6.2 1 6.2 PROP 41 DIP WM WATERMMN PROFILE SCALE 1 [Tom M 2 0 JCHAS & ASSOCIATES, PA ARCHITECTURE PLANNING INTERIORS 4361 S.W. 11 TH STREET Miami, Florida 33146 TEL: (305) 989 3149 FAX: (305) 4471501 JACHASTANET C aol.00m A R 0 0 1 2 6 1 1 OWNERS: PALMS OF SUNSET J.V. 5835 Blue Lagoon Drive, Suite 200 Miami, Florida 33126 T 786.275.8480 F 786.275.8474 CONSULTANTS: CIVIL ENGINEER Rodolfo Ibarra PE PA 10300 Sunset Drive # 275f Miami Fla 33173\ Tel 305 - 273 -1830 Fax 305 - 598 -1059 PE 45901 4.i��:► I, ••. ,r. •I' 1 y' � V� � rW^ V OW U r M r Z WM I- Q O F- w 0 ILL W cn 2 �^ vJ Q O co I..L Lr) O 0^^ CL DATE: 10 -30 -03 REVISIONS: I PROJECT No. 03 -060 DRAWN BY: CHECKED BY: JC SCALE: AS SHOWN I SHEET No. I %•