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12-1299-002I l i PLUMBING GENERAL NOTES 1. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010 AND ALL APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES. 2, THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE COMPLETE INSTALLATION OF THE PLUMBING SYSTEMS, ALL IN ACCORDANCE WITH THESE CONSTRUCTION DOCUMENTS. 3. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE OF THE WORK AND BECOMING FAMILIAR WITH THE CONDITIONS OF THE WORK PRIOR TO SUBMITTING A BID. THE CONTRACTOR IS REQUIRED TO BECOME FAMILIAR WITH ALL THE CONTRACT DOCUMENTS PERTAINING TO THE PROPOSED WORK. THE SUBMISSION OF A BID SHALL BE SUFFICIENT TO ESTABLISH THAT THE CONTRACTOR HAS INVESTIGATED THE SITE OF THE WORK AND IS SATISFIED AS TO ALL REASONABLE CONDITIONS TO BE ENCOUNTERED, THE WORK TO BE PERFORMED AND THE MATERIALS TO BE PROVIDED IN THE COMPLETION OF THE PROJECT, . 4. FAILURE OF BIDDERS TO MAKE REQUIRED VISITATIONS AND /OR INVESTIGATIONS TO INFORM THEMSELVES FULLY OF EXISTING CONDITIONS, AND TO INCLUDE IN THEIR PROPOSALS A SUM SUFFICIENT TO COVER ALL POSSIBLE FIELD CONDITIONS, WILL NOT IN ANY WAY ENTITLE THEM TO ANY EXTRA CHARGES OVER AND ABOVE THEIR ORIGINAL PROPOSALS. 5. IT IS THE INTENT OF THE PLANS AND GENERAL NOTES TO PROVIDE A COMPLETE AND OPERATING INSTALLATION INCLUDING ALL NECESSARY ITEMS REQUIRED, EVEN THOUGH ITEMS ARE NOT INDICATED ON THE DRAWINGS OR IN THE NOTES. ALL WORK CONSIDERED NECESSARY FOR THE COMPLETION OF THE WORK IN PROPER MANNER NOT SHOWN ON THE PLANS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO BIDS OTHERWISE WORK SHALL NOT BE ADDITIONALLY CHARGED AFTER BID IS AWARDED. 6. UPON COMPLETION, CONTRACTOR SHALL CLEAN ALL DUST AND DEBRIS IN AREAS WHERE WORK WAS CONDUCTED.. 7. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF EQUIPMENT. a. THE WORK THAT IS TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMPLETION OF THE SYSTEMS SHOWN ON DRAWINGS, 9. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY BEND, OFFSET, ELBOW OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION IN THE SPACE ALLOCATED. 10. DRAWINGS ARE NOT TO BE SCALED. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE ARCHITECTURAL AND /OR SITE CONDITIONS SHALL GOVERN EXACT LOCATION OF PIPING AND EQUIPMENT TO BE INSTALLED. 11. ALL MATERIALS AND EQUIPMENTS SHALL BE NEW AND OF GOOD QUALITY OF RESPECTIVE KIND AND GRADE AND MUST BE FURNISHED SO AS TO PREVENT ANY DELAY IN THE PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN. 12, FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, SEE ARCHITECTURAL DRAWINGS. DO NOT ROUGH -IN ANY PLUMBING FIXTURE AND /OR EQUIPMENT WITHOUT AN APPROVED COPY OF THE CORRESPONDING SHOP DRAWINGS. 13. FURNISH AND INSTALL CONNECTIONS TO EQUIPMENT PROVIDED BY THE OWNER UNDER THIS CONTRACT, COORDINATE INSTALLATION WITH MANUFACTURER'S RECOMMENDATION. 14. PLUMBING CONTRACTOR SHALL GURANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCES. PLUMBING LEGEND SYMBOL DESCRIPTION SANITARY PIPE - - DOMESTIC COLD WATER PIPE - -- - -- DOMESTIC HOT WATER PIPE - -- DOMESTIC HOT WATER RETURN PIPE a. DIRECTION OF FLOW VALVE IN VERTICAL GATE VALVE BALL VALVE -4-4-- CHECK VALVE - {�- HOSE BIBB WATER HAMMER ARRESTOR CONNECT NEW TO EXISTING SYSTEMS E TEMPORARY OR PERMANENT CAP EXISTING LINE TO BE REMOVED APPLICABLE CODES / STANDARDS APPLICABLE CODES AND STANDARDS SHALL INCLUDE ALL STATE LAWS, LOCAL ORDINANCES, UTILITY COMPANY REGULATIONS AND THE APPLICABLE REQUIREMENTS OF THE FOLLOWING ACCEPTED CODES AND STANDARDS, WITHOUT LIMITING THE NUMBER, AS FOLLOWS: 1. FLORIDA BUILDING CODE - 2010 2. GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH DEPARTMENT CARE FACILITIES 2010 3. AGENCY FOR HEALTH CARE ADMINISTRATION, AHCA, 59A -3. 4. ENVIRONMENTAL PROTECTION AGENCY (EPA). 5. DEPARTMENT OF ENVIRONMENTAL REGULATION MANAGEMENT (DERM). 6. LOCAL ORDINANCES, REGULATIONS OF THE BUILDING DEPARTMENTS AND FIRE DEPARTMENTS. BID NOTE THE DRAWINGS DO NOT INDICATE EXISTING INSTALLATIONS OTHER THAN TO IDENTIFY MODIFICATIONS OR EXTENSIONS THERETO. VISIT THE SITE AND ASCERTAIN THE EXISTING CONDITIONS. REVIEW CONSTRUCTION DETAILS OF THE EXISTING PORTION OF THE BUILDING DURING THE SITE INSPECTION, INCLUDE ALL WORK REQUIRED TO REMOVE OR MODIFY PORTIONS OF THE EXISTING INSTALLATION IN ORDER TO ACCOMMODATE THE NEW WORK. FAILURE TO COMPLY WITH THIS WILL NOT BE CONSIDERED GROUNDS FOR ADDITIONAL PAYMENT IN CONNECTION WITH REMOVING OR MODIFYING ANY PART OF THE EXISTING INSTALLATION OR INSTALLING ANY NEW OR TEMPORARY WORK. 1. ALL MATERIALS 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 HOP DRAWINGS E01 ALL MATERIALS. 2, COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4' -00 MIN, 3. ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 100 RISER PIPES AND NO. 3 OR 53 VALVE BOXES FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 60 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, 5. ALL GRAVITY SYSTEMS SHALL. BE CONSTRUCTED IN ACCORDANCE WITH DEPARTMENT STANDARDS. 6. ALL WATER METERS WILL BE INSTALLED BY THE MIAMI -DADE MATER AND SEWER DEPARTMENT PROVIDING THE APPROPRIATE CHARGES HAVE BEEN PREPAID. 7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL RE AS REQUIRED BY THE MIAMI -DARE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS. d. CONTRACTOR MUST CALL M -DWASD INSPEC11ON DIVISION TO ARRANGE FOR A PRECONSTRUC]ION MEETING 2 FULL BUSINESS DAYS PRIOR TO PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL CENTER 48 HRS PRIOR TO EXCAVATION. 9. CONTRACT INSPECTOR WILL INSPECT ANY FACILITIES APPROVED BY THE DEPARTMENT. ALL OTHER REQUIREMENTS OF THE PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENT'S. 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. a. EASEMENTS, IF REQUIRED. b, CONTRACTOR'S WAIVER AND RELEASE OF LIEN. c. ABSOLUTE BILL OF SALE. d, I. CONTRACTOR'S LETTER OF WARRANTY (LE., LETTER AGREEMENT). n. DEVELOPER'S CONTRACT BOND (I.E., CONTRACT AGREEMENT). e. `AS- BUILT* PRINTS 240x360 SNOWING SPECIFIC LOCATIONS, DEPTH, ETC. OF ALL WATER AND SEWER FACILITIES AS LOCATED BY A LICENSED FLORIDA SURVEYOR, ALONG WITH PRINTS OF OAS - BUILT* WHICH HAVE BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR, (No. OF PRINTS: 3 -FOR WATER, 4 -FOR GRAVITY SEWER AND 5 -FOR FORCE MAIN OR PUMP STATION PROJECTS), THE DEPARTMENT RESERVES THE RIGHT TO REQUIRE SUBMITTAL ON ELECTRONIC MEDIA IN ACCORDANCE WITH SEC. 01775 "MAGNETIC MEDIA SUBMITTAL ". f. H.R.S. LETTER OF RASE REQUIRED FOR ALL WATER PROJECTS. g. RILL OF SALE SKETCH (I5�0010) FOR WATER AND SEWER, SEPARATELY. 11, ALL NEW CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO RE MADE BY DEPARTMENT FORCES ONLY, THE CONTRACTOR TO EXCAVATE AT REQUIRED LOCATIONS, PROVIDE AND INSTALL MATERIAL WITH FITTINGS, PRIOR TO TAP. 12. AN APPROVED PAYING AND DRAINAGE PLAN MUST BE SUBMITTED TO MDWASD 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 WILL BE DONE BY DEPARTMENT FORCES. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN THE SIZE RANGE SPECIFIED ABOVE. THE TAPPING SLEEVE AND TAPPING VALVE ARE FURNISHED AND INSTALLED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE INSPECTOR. I T E M "I --- wt ..w REF. REFS �AEPROVED_BY STANDARD D E T A I L G /01/2010 V.F.C. STANDARD REQUIREMENTS MIA["1I- ©AGATE "' WATER ANA? SEINER 0 zr #i� rtleu r,�ry2 i CONSTRUCTION SHEET 1 OF WA10 A Se DEl'Alttirif?{T OS k Y GATE VALVE - 12• CONIC. SLAB x REDUCED PRESSURE BAGKFLOW PREVENTION ASSEMBLY 120 "+ PLAN VIE' REDUCED PRESSURE BACKIFLOW TEST COCK -- -- PREVENTION ASSEMBLY Y _ i'4� S & Y GATE VALVE ( TYP. I -# -3- � -• - - ABOVE FLOOD -L - - --- CRITERIA 16" MIN. - 300 MAX t r 4. METER w VAULT - CONC. SLAB WITH ICA: 7 `4 D 120 E.W. _ _ m G.S. PIPE SUPPORT (SEE NOTE 4) ELEVATION VIEW I T E M CROSS I ;SPEC. REF, REF, 155UI:_ -- A� APPROVED BY STAN DAR D DETAIL WS 6/26/2012 F.A. REDUCED PRESSURE ZONE MIAMI -DA0E BACKFLOW PREVENTER 4.18 FOR WATER SERVICE D&%" &-"-r -y Vol 2Y2" THRU 10" SHEET OF D 1. AT THE COMPLETION OF ANY WATER AND SEWER JOB, EITHER DONATION OR CONTRACT, THE CONTRACTOR SHALL SUBMIT: a. AS -BUILT PRINTS WINCH HAVE BEEN SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER, (QTY. OF PRINTS, AS REQUIRED BY THE DEPARTMENT.) 2, "AS- BUILT" FORMAT: a. 24 "x35" PRINTS b. LOCATION MAP SCALE SHOULD BE 1' =300' AND SECTION - TOWNSHIP -RANGE SHOULD BE SHOWN. c. THE WORD "AS- BUILT" IN LARGE LETTERS. d. TITLE BLOCK WITH DEPARTMENT DS, DW OR ER NUMBER AND PERTINENT INFORMATION. e. PREFERRED SCALE; TO BE 1''= 40' HORIZONTALLY AND 1 4" VERTICALLY *. f. STREET NOMENCLATURE. g. SEPARATE. AS- BUILTS FOR WATER AND SEWER. h. SEPARATE WATER AND SEWER PROFILE. i, STATIONING STARTING WITH 0 +00 AT PERMANENT REFERENCE POINT (I.E., ,i ETC.) OR AS SHOWN ON DESIGN PERMIT PLANS, AND TO RUN CONTINUOUSLY TO END OF MAIN. j. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT. k. IDENTIFY ALL CONTROL LINES (LE, BLDG. LINE, PROPERTY LINE, R /W, ETC), I. ALL "PROPOSED" INFORMATION TO BE REMOVED FROM PRINTS, LEAVING ONLY "AS- BUILT" INFORMATION REFLECTED IN DRAWINGS. 3. WATER "AS- GUILTS" MUST INCLUDE; a. PLANS SHOWING PIPE SIZE, MATERIAL AND OFFSET OF MAIN, DEFLECTIONS (IF ANY), STATION OF SERVICES, HYDRANTS AND FITTINGS AT THE MAINLINE (IF PERPENDICULAR TO IT), AND AT MAIN AND END OF SERVICES IF ANY, OTHER ANGLE, AND DEFLECTION OF PIPE, IF ANY. b. PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE: ELEVATIONS AT EVERY 100' STATION AND AT ANY CHANGE IN GRADE (WITH CORRESPONDING STATION), PIPE SIZE AND PIPE MATERIALS REFERENCED TO PLAN. 4. SEWER "AS- BUILTS DUST INCLUDE: a. PLAN SHOWING MANHOLE NUMBER, PIPE SIZE AND PIPE MATERIAL OF PIPE, DEFLECTION, IF ANY (FORCE MAIN ONLY), AND LOCATION OF LATERALS WITH REFERENCE 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 EACH 0 +00 AT DOWNSTREAM MANHOLE. 5. FORCE MAIN "AS-BUILT' SAME AS WATER MAIN ABOVE. 6. EACH AS -BUILT SHALL SHOW THE FLORIDA STATE PLANE COORDINATES (CURRENT READJUSTMENT) OF ALL THE MANHOLES AND VALVES AND OF AT LEAST TWO HORIZONTAL CONTROL POINTS PROPERLY IDENTIFIED AND LOCATED WITHIN THE PROJECT. * OTHER SCALE MAY BE PERMITTED, BUT MUST BE APPROVED BY THE DEP OF DRAWINGS. I T IE M CROSS SPEC. REF. 1 REF, ISSUE DATE APPROVED B'f S T A N D A R D D E T A I L G 03/11/2009 V.�,C, MIIAMI•IDADE "A'S- BUILT" REQUIREMENTS 0.5 WATER k SEKA DEPARMENT SHEET 2 OF NOTES: 1 -i THE ASSEMBLY SHALL BE INSTALLED WITH MINIMUM HORIZONTAL_ CLEARANCES OF 30 INCHED FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS, 2 -. GUARD POSTS SHALL BE INSTALLED IF THE ASSEMBLY IS EXPOSED TO POSSIBLE DAMAGE FROM VEHICULAR TRAFFIC, AS DETERMINED BY THE DEPARTMENT. 3 -. THE ASSEMBLY SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION, APPROVED BY THE DEPARTMENT.. 4 -. ADJUSTABLE PIPE SADDLE SUPPORT (GRINNELL FIG. 264, OR EQUAL) SIZED TO FTT CURVATURE OF DOUBLE DETECTOR CHECK VALVE ASSEMBLY, WITH GALVANIZED STEEL PIPE AND FLOOR FLANGE ATTACH FLOOR FLANGE TO CONCRETE SLAB WITH GALVANIZED EXPANSION BOLTS. 5 -. THE DEPARTMENT SHALL HAVE UNRESTRICTED AND CONTINUOUS ACCESS TO THE BACKFLOW PREVENTION ASSEMBLY, 6 -. PIPING 20 AND SMALLER SHALL BE SCHEDULE 40 BRASS OR TYPE K COPPER PIPE WITH FITTINGS. PIPING 2 %0 AND LARGER SHALL BE DUCTILE IRON PIPE WITH FLANGED FITTINGS, ALL PIPING SHALL BE IN ACCORDANCE WITH WASD CONSTRUCTION SPECIFICATIONS FOR DONATION WATER MAINS, PVC PIPING IS NOT ACCEPTED BY WASD. 7 -. ALL OUTLETS SHALL BE PLUGGED WITH BRASS PLUGS. E -. ALL ABOVE GROUND PIPING AND EQUIPMENT, EXCEPT FOR BRASS AND STAINLESS STEEL PORTIONS, SHALL BE FINISHED WITH BLUE ENAMEL PAINT (KOP -COAT 0505 LEAD-FREE) IN ACCORDANCE WITH DEPARTMENT STANDARDS. 9 REFER TO ATTACHED LIST (WS 4.18, SHEETS 4 AND 5 OF 5) OF APPROVED BACKFLOW PREVENTION ASSEMBLIES. 10.- COPPER ALLOY MATERIALS SHALL BE *LEAD FREE" AND IN FALL COMPLIANCE WITH THE FEDERAL "REDUCTION OF LEAD IN DRINKING WATER ACT'. I T E M CROSS I SPEC, REF. REF. "I I ITT AEEMEQBY STANDARD DETAIL W 8/29/2012 I REDUCED AKF OW A NT 4.18 WE FOR WATER SERVICE 00"" &-NW-f-y NOTES - SHEET 3 OF" 5 • • • i • • L W•i ••• • �••i • • i • •r •r - u W • r • r W W • u ••rr • u • • re • • G• • • • .� z 00 10 r•• •••• • • • LOUIS J. AGUIRRE & ASSOCIATES, P.A. Consulting Engineers 9150 South Dadeland Blvd. • Suite 900 Miami • Florida 33156 CA 924 Telephone' 305.670.0141 Facsimile 305.670.0144 www.l.laapo.com Project No.: 21055 PERMIT SET Revised: I Client n'� South Miami Hospital B.H.S.F. 6200 S.W. 73 RD. Street Miami, FL. 33143 J J Q w UJ O U O M z �- LL U_ �z�zLU 0U> (UD)Na E =� <w z ��/� -•- pp OC N ti/ J > 0 N 0 O O � 0 a_ KEY PLAN S.W. 73RD STREET PROJECT _ p LOCATION yo S.W. 74TH Si PROJECT LOCATION � J5 s� Seal el \ T' . ME W7ANICAI_ r„ �01JAPD6 A ,SUAPEZ, P.E.: LICENS 'x' 6419 Sheet Title: GENERAL NOTES, SYMBOLS AND DETAILS PLUMBING Project No.: 16630 -1125 Date: 10.19.2012 Scale: AS NOTED Drawn by: E.A.S. Checked by: E.A.S. Sheet Number: P0.00