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<br />GENERAL CONSTRUCTION NOTES (9/13/04)
<br />CLEARING AND EROSION CONTROL NOTES (4/30/04)
<br />SANITARY SEWER NOTES (04/02/04)
<br />WATER SYSTEM NOTES (04/02/04)
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<br />1. SEE SURVEY FOR SITE SPECIFIC BENCH MARK AND ELEVATION DATUM.
<br />1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE START OF
<br />ANY CONSTRUCTION ACTIVITIES.
<br />1. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
<br />1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
<br />2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING
<br />TO STANDARD UTILITY ATLAS SHEETS OR OTHER INFORMATION OBTAINED AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR
<br />2. THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO STARTING
<br />2. ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS.
<br />2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS.
<br />TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES,
<br />ACTUAL CONSTRUCTION. COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND REPORT ARE AVAILABLE
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<br />STRUCTURES AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED RELOCATIONS WITH THE
<br />THROUGH THE OWNER OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS
<br />3. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE
<br />3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER
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<br />AFFECTED UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS.
<br />SHALL BE DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER.
<br />CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY ENGINEER OF ANY
<br />LINES AS REQUIRED.
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<br />CONFLICTS OR DISCREPANCIES.
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<br />3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS
<br />3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION.
<br />4 DUCTILE IRON PI HA BE PR
<br />ALL DUC LE 0 PE SHALL PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21,51 AWWA C151
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<br />NOTICE TO ALL UTILITY COMPANIES BEFORE PERFORMING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE UTILITY LOCATIONS
<br />ALL DISTURBED OPEN AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE
<br />4. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATION DESIGNATION D-3034, SDR 26. THE JOINTS SHALL
<br />AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND
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<br />MARKED BY CALLING "SUNSHINE" AT 1 800 432 4770 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION.
<br />MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION.
<br />CONFORM TO ASTM D-3212. INSTALLATION OF SDR 26 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS
<br />SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (,AWWA C104).
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<br />CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
<br />OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
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<br />4. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE
<br />5. ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350 IN
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<br />4. CHAPTER 77 153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2)
<br />OWNER AND SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY THE OWNER.
<br />5. ALL PVC FORCE MAINS SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A
<br />ACCORDANCE WITH ANSI A 21.10 AND A 21.11 (AWWA C110 AND AWWA C111 RESPECTIVELY). FITTINGS SHALL
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<br />WORKING DAYS PRIOR TO EXCAVATING. THESE PLANS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND THE GAS
<br />MINIMUM OF 2" WIDE PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ
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<br />BE CEMENT MORTAR LINED AND BITUMINOUS COATED IN ACCORDANCE WITH AWWA C104 AND AWWA C151
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<br />MAINS MUST BE FIELD VERIFIED BY ON SITE INSPECTION BY GAS COMPANY PERSONNEL. EXCAVATORS ARE INSTRUCTED TO
<br />5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH
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<br />RESPECTIVELY.
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<br />TELEPHONE THE GAS COMPANY A MINIMUM OF TWO 2 WORKING F ENTERING
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<br />ALL APPLICABLE REGULATIONS.
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<br />6. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51-91 (AWWA C151) AND
<br />6. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO
<br />5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO CONSTRUCTION. THE
<br />6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES.
<br />PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE
<br />ASSURE ADEQUATE FLUSHING AND DISINFECT ION.
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<br />CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK.
<br />CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104).
<br />7_ THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVAL
<br />7. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. PIPE SHALL BE
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<br />6. ALL PROPOSED UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED PRIOR TO PAVEMENT SURFACE COURSE
<br />OR DEMOLITION OF EXISTING STRUCTURES.
<br />7. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE POLYLINED OR
<br />CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241.
<br />CONSTRUCTION.
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<br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE
<br />WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET
<br />11,8.
<br />7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION REQUIREMENTS OF ALL
<br />RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL
<br />8. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
<br />THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE.
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<br />PERMITS ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND
<br />NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL
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<br />SHALL SCHEDULE ALL INSPECTIONS IN ACCORDANCE WITH AGENCY REQUIREMENTS.
<br />CONTACT THE OWNER FOR CLARIFICATION PRIOR TO DEMOLITION.
<br />9. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL
<br />9. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE
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<br />8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION.
<br />9. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION/ DETENTION AREAS SHALL BE RESHAPED, CLEARED
<br />LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS,
<br />STRUCTURES AND SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE
<br />JOINTS.
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<br />OF SILT, MUD AND DEBRIS, AND GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS.
<br />ENGINEER.
<br />10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE
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<br />9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES, REGULATIONS AND
<br />REQUIREMENTS OF AWWA C509
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<br />PERMIT CONDITIONS.
<br />SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
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<br />11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE
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<br />10. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL PRECAST AND MANUFACTURED ITEMS TO BE
<br />LOCAL UTILITY AND FIRE MARSHAL.
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<br />USED ON THE PROJECT. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL
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<br />TO THE ENGINEER.
<br />1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER. CONTRACTOR SHALL
<br />12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE
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<br />NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
<br />WITH ALL LOCAL REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF,
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<br />11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND
<br />PAVING, GRADING AND DRAINAGE NOTES (4/30/04)
<br />AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE
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<br />APPROPRIATE PERMITTING AGENCIES OF THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER
<br />2. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO AN INFILTRATION/EXFILTRATION
<br />MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY.
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<br />INFORMATION AS REQUIRED.
<br />1. ALL DELETERIOUS SUBSTANCES (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE WITH THE
<br />TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL
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<br />PLANS AND SPECIFICATIONS, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER OR OWNER. DELETERIOUS MATERIAL IS
<br />BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE
<br />13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A
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<br />12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY
<br />TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE
<br />THE CONTRACTOR'S RESPONSIBILITY.
<br />PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND
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<br />OTHERS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES WITH OTHERS WHERE
<br />BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR OWNER.
<br />ELEVATIONS OF ALL WATER MAINS, SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP
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<br />NECESSARY.
<br />3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS.
<br />STATIONS AND FORCE MAINS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD
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<br />2. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES TO BE
<br />TESTS SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL.
<br />DRAWINGS TO THE ENGINEER.
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<br />13. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 PSI. AT 28 DAYS UNLESS OTHERWISE
<br />SAVED. THE CONTRACTOR SHALL COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY GRADE CHANGE.
<br />COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
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<br />NOTED.
<br />FDEP NOTES (04/02/04)
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<br />14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER
<br />3. THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER FOR APPROVAL PRIOR TO
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<br />CONSTRUCTING CONCRETE PAVEMENT.
<br />SANITARY SEWER NOTES (09/26/06)
<br />B. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND
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<br />THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS.
<br />METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION
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<br />15. ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH FDOT
<br />4. THE CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
<br />1, DEFLECTION TEST
<br />(AWWA) STANDARDS.
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<br />PRIOR TO ACCEPTANCE OF THE COMPLETED PVC SEWER LINE, A MANDREL OF NOT LESS THAN 95 PERCENT OF THE
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<br />STANDARDS. THE CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO
<br />5. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY SHALL BE MADE WITH PERMANENT THERMOPLASTIC, AND SHALL
<br />INTERNAL DIAMETER OF THE PLASTIC PIPE SHALL BE PULLED FREELY THROUGH THE PIPE, BY HAND, THROUGH EACH
<br />C. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS
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<br />THE APPLICABLE REGULATORY AGENCIES, OWNER, AND ENGINEER, HAS BEEN ACHIEVED. THE CONTRACTOR SHALL BEAR THE
<br />CONFORM TO FDOT STANDARD INDEX NO. 17346 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PARKING STALL
<br />REACH OF SEWER. AT LEAST EIGHT (8) MONTHS AFTER INSTALLATION AND FINAL BACKFILL, BUT NO LATER THAN 30 DAYS
<br />PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL
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<br />RESPONSIBILITY OF ALL REMEDIAL WORK REQUIRED UNTIL THE SYSTEM HAS BEEN ACCEPTED.
<br />STRIPING SHALL BE 4" WIDE PAINTED WHITE STRIPES UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
<br />PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL PLASTIC PIPELINES SHALL BE MEASURED FOR VERTICAL RING
<br />STANDARD 61.
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<br />16. ALL SODDED AND SEEDED AREAS BE WATERED AND FERTILIZED UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE
<br />6. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION
<br />DEFLECTION.
<br />D. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD, AND
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<br />AND THE TOP OF THE PIPE EXCEEDS THE MINIMUM DIMENSIONS SHOWN IN FDOT INDEX 205.
<br />A VERTICAL RING DEFLECTION TEST SHALL BE REQUIRED PRIOR TO EXPIRATION OF THE CONTRACTOR'S MAINTENANCE OR
<br />ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD.
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<br />17. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND
<br />STANDARD INDICES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS".
<br />PERFORMANCE BOND, APPROXIMATELY 10 MONTHS AFTER FINAL ACCEPTANCE. THIS TEST SHALL BE PERFORMED BY AN
<br />INDEPENDENT TESTING LABORATORY. MAXIMUM RING DEFLECTION OF THE PIPELINE UNDER LOAD SHALL BE LIMITED TO FIVE
<br />E. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN
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<br />CERTIFICATION. THE CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS A CONSEQUENCE OF LOST OR DISTURBED PROPERTY
<br />PERCENT (5%) OF THE VERTICAL INTERNAL PIPE DIAMETER. ALL PIPE EXCEEDING THIS DEFLECTION SHALL BE CONSIDERED
<br />ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR.
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<br />CORNERS. LOST OR DISTURBED PROPERTY CORNERS SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR.
<br />8. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE INDICATED IN
<br />TO HAVE REACHED THE LIMIT OF ITS SERVICEABILITY AND SHALL BE RELAID OR REPLACED BY THE CONTRACTOR AT NO
<br />(UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE EXTERNAL
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<br />18. THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND
<br />THE DRAWINGS AND SPECIFICATIONS.
<br />ADDITIONAL COST TO THE OWNER.
<br />SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE
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<br />OTHER REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL ENGINEER SHALL CERTIFY, IN WRITING, TO THE
<br />WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL.
<br />ENGINEER AND OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED.
<br />9. PVC STORM PIPE, 12" AND SMALLER, SHALL CONFORM TO AWWA C-900, SDR-18, CLASS 150, UNLESS OTHERWISE
<br />2. FORCE MAINS
<br />PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO
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<br />INDICATED IN THE DRAWINGS AND SPECIFICATIONS.
<br />a. ORDER OF OPERATIONS: FILL THE SYSTEM WITH WATER AT A VELOCITY OF APPROXIMATELY 1 FOOT PER SECOND
<br />THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE,
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<br />19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER.
<br />WHILE NECESSARY MEASURES ARE TAKEN TO ELIMINATE ALL AIR. DO NOT LEAVE FILL LINE CONNECTED TO SEWER LINE
<br />AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO
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<br />TESTING IS REQUIRED AS DICTATED BY THE CONTRACT DOCUMENTS, CONSTRUCTION PLANS AND SPECIFICATIONS. UPON
<br />10. PIPE LENGTHS SHOWN ARE APPROXIMATE.
<br />UNLESS AN RPZ BACKFLOW PREVENTER IS PLACED BETWEEN THE POTABLE WATER SUPPLY AND THE LINE BEING FILLED.
<br />STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE
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<br />COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT
<br />THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR
<br />PIPE WITH AN INTERNAL DIAMETER OF 24 OR
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<br />STATE THAT ALL REQUIREMENTS HAVE BEEN MET.
<br />11. ALL DRAINAGE STRUCTURE FRAMES, GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR
<br />b. PRESSURE TESTS & LEAKAGE: THE CONTRACTOR SHALL TEST COMPLETED SECTIONS OF LINE, INCLUDING FITTINGS,
<br />INCHES GREATER, TAPE OR PAINT WILL BE APPLIED IN
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<br />H-20 LOADINGS.
<br />WITH WATER. THIS TESTING, HOWEVER, DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO REPAIR OR
<br />CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND
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<br />20. THE CONTRACTOR SHALL REVIEW ALL PROJECT GEOTECHNICAL REPORTS PRIOR TO BIDDING AND THE START OF CONSTRUCTION.
<br />REPLACE ANY CRACKED OR DEFECTIVE PIPE. ALL WORK NECESSARY TO SECURE A TIGHT LINE SHALL BE PERFORMED BY
<br />THE CONTRACTOR. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE INSPECTOR AND THE CONTRACTOR. COST FOR
<br />PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.)
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<br />12. THE CONTRACTOR IS TO GRASS THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE -WEEK
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<br />21. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE
<br />FOLLOWING CONSTRUCTION OF THE POND.
<br />TESTING SHALL BE INCIDENTAL TO LINE CONSTRUCTION.
<br />0. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS
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<br />CONSTRUCTION SITE.
<br />PROJECT WILL BE EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED,
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<br />13. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN
<br />PRESSURE TEST: THE NEWLY LAID PIPING OR ANY VALVED SECTION OF PIPING SHALL, UNLESS OTHERWISE SPECIFIED,
<br />DOWNWARD -FACING ELBOW.
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<br />22. THE CONSTRUCTION DRAWINGS DO NOT INCLUDE SPECIFICATION FOR CONSTRUC110N SAFETY. THE CONTRACTOR SHALL BE
<br />ACCORDANCE WITH LOCAL REGULATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
<br />BE SUBJECTED FOR TWO HOURS TO A LEAKAGE TEST. RAISE THE PRESSURE BY PUMP TO 150 PSI, 150% OF DESIGN
<br />.j
<br />:
<br />o � � z �- o
<br />J O x
<br />RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SITE SAFETY.
<br />SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS
<br />WORKING PRESSURE, OR TEST PRESSURE AS SHOWN ON THE DRAWINGS, WHICHEVER IS GREATER. MEASURE THE PRESSURE
<br />Q. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH
<br />o �
<br />C:) < I _ < j
<br />THERETO.
<br />AT THE LOW POINT ON THE SYSTEM COMPENSATING FOR GAUGE ELEVATION. MAINTAIN THIS PRESSURE (+ OR - 5PSI) FOR
<br />APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES.
<br />N a cl> a U_
<br />2 HOURS. IF PRESSURE CANNOT BE MAINTAINED USING REASONABLE PUMPING RATE, DETERMINE CAUSE, REPAIR, AND
<br />14. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND
<br />REPEAT THE TEST UNTIL SUCCESSFUL. THE ALLOWABLE LEAKAGE SHALL BE NO GREATER THAN ALLOWANCES SHOWN IN
<br />R. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED
<br />z z O W z
<br />SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER
<br />TABLE 6A - HYDROSTATIC TESTING, SECTION 5.2, OF AWWA C 600-93, AWWA STANDARD FOR INSTALLATION OF DUCTILE
<br />UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED
<br />.j
<br />F= Z - = U - O
<br />TESTING SCHEDULE GUIDE 4/30/04)
<br />(
<br />FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL
<br />IRON WATER MAINS AND THEIR APPURTENANCES. CONTACTOR SHALL BE RESPONSIBLE FOR ALL COSTS, LABOR, MATERIALS,
<br />UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT
<br />J
<br />w z ¢ U w ' -'
<br />PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE
<br />AND EQUIPMENT TO PERFORM THE TESTING. ALL VISIBLE LEAKS, BROKEN OR CRACKED PIPE, VALVES, ETC. SHALL BE
<br />THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR
<br />�
<br />z _j = W U =
<br />STORMWATER MANAGEMENT SYSTEM.
<br />REPAIRED.
<br />MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A
<br />=
<br />a a a = 07 N
<br />ITEM TEST TYPE TEST I.D. REQUIREMENT FREQUENCY
<br />DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT.
<br />i
<br />z o vD p Q
<br />PREREQUISITE CONDITIONS FOR TESTING SHALL BE AS FOLLOWS:
<br />It
<br />w z z = �_
<br />J .<
<br />Embankment Max imum Density AASHTO T180 N/A Per So i I Type
<br />PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS (4/30/04)
<br />S. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED
<br />-1
<br />w w
<br />Opt imum Moisture ASTM D1557
<br />ALL PIPE HAS BEEN LAID AND THE TRENCH BACKFILLED.
<br />WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT.
<br />> F- n- M
<br />U
<br />Field Density AASHTO T191, T204 95% of Maximum One Per 2,500 S.F.
<br />1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE
<br />VALVES SHALL BE PROPERLY LOCATED, OPERABLE AND AT CORRECT ELEVATION.
<br />U U 2,T238
<br />Density Hor i zonta I I y *
<br />ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN
<br />ALL REACTION ANCHORS HAVE HAD SUFFICIENT SET OF 3 DAYS. HIGH EARLY STRENGTH CONCRETE, 4500 PSI OR
<br />T. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF
<br />=
<br />LL cn =
<br />ASTM D1556, D2937 Alternating Lifts (12 Inches)
<br />ADVANCE TO SCHEDULE AN INSPECTION.
<br />GREATER, MAY BE USED TO REDUCE NUMBER OF DAYS.
<br />ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE
<br />< Cl 5;
<br />2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY
<br />LINES SHALL BE PROPERLY VENTED WHERE ENTRAPPED AIR IS A CONSIDERATION.
<br />ALL CONSTRUCTION ACTIVITIES ON THE PROJECT, THAT REQUIRES TRENCHING OR EXCAVATION WITHIN THE LIMITS OF
<br />WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AND ALL OTHER NEW OR ALTERED WATER MAINS
<br />INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD
<br />a
<br />� < z
<br />J "'
<br />THE OWNER.
<br />THE LINE LOCATION, SHALL BE COMPLETED PRIOR TO PRESSURE TESTING OF LINE
<br />C600.
<br />0.
<br />Utility Maximum Density AASHTO T180 N/A Per Soil Type
<br />Trench Backf i f I Opt imum Moisture ASTM D1557
<br />3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REQUIRED TESTING WITH THE GEOTECHNICAL
<br />U. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL
<br />Under Roadways F e I d Density AASHTO T191 , T204 95% of Max imum One Per 2, 500 S.F.
<br />ENGINEER. TESTING IS REQUIRED IN ACCORDANCE WITH THE TESTING SCHEDULE FOUND IN THE CONSTRUCTION
<br />BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES
<br />and Structures T238 Density Hor i zonta I I y *
<br />DRAWINGS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT
<br />OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE
<br />v
<br />ASTM D1556, D2937 Every 12" Vertically
<br />CERTIFICATIONS TO THE ENGINEER AND OWNER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
<br />F.A.C.
<br />O
<br />D2922D2922
<br />h4bb,
<br />162-555.340,
<br />. . - ..,. .., .................__. ... ....... _. ,... .
<br />.A,4I-INTA ('6(It0' T TIE 6A II
<br />"I'llI.I..",,.",..1.11,11ll.I . ...... _.... ._ .
<br />�T,1,,(�I}�ABLFFRESS ETE�;'L`IFAK'LGF
<br />At I east one for each p i pe run
<br />AA.NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER
<br />SURFACE WATER WILL HAVE A MINIMUM COVER OF TWO FEET.
<br />O
<br />Backf i I I of Max imum Density AASHTO T180 N/A Per So i I Type
<br />(''allowable Leakage per1000 ft, ofPip€line "in MA
<br />Structures Optimum Moisture ASTM D 1557
<br />(Thus table is eArerptech fi lain �"s' VA C 600 Section '^ 2 Table 6A)
<br />,�
<br />F i e I d Dens i t AASHTO T191, T204 95% of Max imum Ever 12 Vert i ca I I
<br />Y T238 Density y Y
<br />....... ......... .•....: -,.. _-....... ._._"".......... .._.. _...m._ __.m. _ w...d.: __W.,. .."m .-."._.® .__._-�:_.__.._._ -- _�.... _ ...-"..,..-„
<br />!
<br />TEST Nt}11NL PIPE ICI JFTE1 II-
<br />WATER SYSTEM TESTING AND INSPECT!OIJ REQUIREMENTS (04/02/04)
<br />ASTM D1556, D2937t'i:.
<br />D2922
<br />__ _____._..�_. __ __
<br />! ..__... ,......,.,,E. _.. .. ......,._ �........... .. _ ..._...... j ... I ..__.
<br />11
<br />1'RES,Ii_TfE PSI 1
<br />I ! 3
<br />� 1 £
<br />i I -1 6 S l0 1 1 1.4 16 1S4 ' 3r 36 � _
<br />11 i,._ d -..
<br />1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL
<br />REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE ENGINEER AND LOCAL
<br />Sub rode Bear i n Va I ues LBR -FLA. D.O.T. One Per So i I T e
<br />9 9 Y P
<br />..,--1--_.. a,. _ e� _ . .�_ _ _ a.
<br />! -L50 ;0.32 10, 10.6=4 0.95+ ' L 1? j 1,5 l.g'1 2.?� '� 55 1 2� 8" 3 �. 3,821 4.78 j � "3 1 6 69 '.64 � fi 60 I
<br />AUTHORITIES. PRESSURE TESTS SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT & FDEP
<br />Check Point LBR at
<br />LL ... _., ._� .
<br />-, - -
<br />' n ` I 17 2,"
<br />�00 i0,30 10 45 0,60 0lagU E L.:.ly ; 1.�tI 1 S0 - 10 � -0 � .., 0 ?,00 3.ta10 4 `0 i � -41 � +s �L Y �1 � 11 ',I
<br />SPECIFICATIONS. CONTRACTOR SHALL NOTIFY OWNERS ENGINEER AND WATER DEPARTMENT INSPECTORS 48
<br />See Typ i ca I 500 L.F. Horizontal Iy
<br />Pavement Sect ion
<br />,
<br />_..�, ._.v_. "_�,._. .... ", ....w :T _ _r w-11 ...
<br />_.." -, "` �.fi6 1 5 `T�i 6 •4 j 7fi
<br />:, 350 �Q S �i1 � I0 3 ICI 8"4 11,1� 1 0 1 C�9 1 g' ? � ; 2." �".S1 3' -411
<br />1 2,
<br />HOURS IN ADVANCE OF PERFORMING TESTS. SEE ITEM "T" ABOVE.
<br />Max imum Density AASHTO T180 One Per Soil Type
<br />Opt imum Moisture ASTM D1557
<br />__ ....._ .. _.. ... ; ,I
<br />.... _ ...
<br />! $ .� k i e
<br />31010 (0426 0 39 0 ^ 0 s L 0�4 ; 1 �4 1 t! L 0S ` � %r0 1 13 3 -4 "� -46 6,.,-4 I .!
<br />-
<br />2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION/DISINFECTION AND BACTERIOLOGICAL
<br />Y AASHTO T 1 91 T238 One Per 2 500 S . F .
<br />Thickness ASTM D1556, D2922 Hor i zonta I I y
<br />_ ._ T _ _ __ ._.., w , __ __.__ r _ ._. _ _f _ __.M _t-1_. W."-1-1-1�_........
<br />y^ [ r5 , I( , � I , I � � � �, y ; � 1. � �, t_ 5 �� I
<br />0...3" il.. 4l 0 1.00 1 =4 1 4 1 1 99 , . 4 94 3 14 4 9f� 6 .
<br />#. _.. ; ,._ [ .._... __._ , ,.... _I __ -- .._.-_ ....`.
<br />g I I
<br />�_ 0 0 0 �i5 Q 4 � d 1 j f1.9` � 1.19 11- #_ i 1 6� : L 0 [ � 1.4 �' I I � ;� � 4 _ -4 49 �+. ,°(ll �e41
<br />" „
<br />SAMPLING IN ACCORDANCE TO ITEM U ABOVE. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER
<br />SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS (WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL)
<br />SHALL BE SUBMITTED TO ENGINEER.
<br />Base Bearing Va I ues LBR -FLA. D.O.T. One Per Source or as Mt I . Changes
<br />.,�`�
<br />'�� ,0';�0,. Q.4 06S 0 Q 113 135I1 150 `"03 2215 ,.01 3a 05 4 3 _41 603'
<br />...... ...... ...,, _.vt._ .e__ ,-_ F,_.._ o __._ . T _ -- ,_ w_. _. d_.
<br />,'4.46
<br />Check Point LBR at 500 L.F. Horiz.
<br />�W,„...
<br />? 2'04 !0°�:L iO3� ,d � 06 ;t10 106 f.2S11�;1 0.1,91 � 12 755 M9 3. �09 � a3
<br />See T i ca I
<br />YP
<br />-_- _ ._.._... - _..
<br />' L 0 70 , 0 30 t 0 �0 0 ti9 j a S0 0 99 1 19 L , 1 'y 1 �9 1S 3S E 3 �+ 4 1 4 ?" 5A3 I
<br />WATER CLEARANCE REQUIREMENTS(04/02/04)
<br />V /
<br />Max imum Density AASHTO T180 One Per Source
<br />Opt imum Moisture ASTM D1557 Pavement Sect ion
<br />Thickness AASHTO T191, T238 One Per 2,500 S.F.-!
<br />a-._ n s
<br />..- •. --- . -... r -• �,a 6 3 � � �._
<br />150 i0,1-9 'O 28 '0 3 #_0 55 I0 "-4 �0,92 I110 11,29 , l4 1.66 1.54 # � 11 I � � �4I � 9'
<br />_._ - ',
<br />.... ... w
<br />E I ..
<br />-` m` "'
<br />' L 5 0 1 10,25 0.3�4 54 i; 6 W84 i 1 z 1 14 151 161� , pL 2 � i1 13,gi � 6 4:53
<br />( I
<br />W. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A
<br />Q
<br />F i e I d Dens i t ASTM D1556, D2922 Hor i zonta I i
<br />y y
<br />Gradation AASHTO T27, T98 One Per Source
<br />,101 r_y��___: ___
<br />?-__.M", ,..,_ i .m ._._ ....._ . s ,,, 111-1 _ "y.. _...._ .",.....__ _
<br />4 w *F `C I11-11111- 5 1 � 5 � � �- ` 7 i !
<br />101J U_lE l0,�3 0.a0 0 4' E U,60 0.". _ _ - 105 1 0 E 1 3 1 (J 1 xil 0 3 1 3.6tt (J5
<br />_...,... _ .., ! _ , _, .,._" ... _.... _ 1... _ _. ._.........
<br />HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE
<br />OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR
<br />Q
<br />�
<br />AASHTO T90
<br />!, For pipe �wxtb IS ft.I-101, aatal lengths. To obtain the re-coixux�ended allowable- le-,ikage for pipe ath 20 fit, uourinil lengths, 1
<br />PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.R.C.; HORIZONTAL
<br />�
<br />At t e r be r Limits ASTM C136 , D423 , D424
<br />a�nitlti0v the leakage c alcnlatecl fro�in the table by Oi 9, If the pipeWe under test contains sections of various tliimet�er, the
<br />A
<br />DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY
<br />M
<br />Z
<br />So i I Cement Base Mix Design Portland Cement One Per So i i Type0
<br />�lloable lenh�e mill 6e the sim► of the �oitipiiteKl le �k �e for each size.
<br />;._ r _ . .._ w.. �_. __.. _ __ _.___ _. __n._... _... .. _.r .... .... ,.._ ...� --w- •• -
<br />EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE
<br />FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED
<br />0
<br />Assoc . Specifications
<br />(To be if Maximum Density AASHTO T134 One Per Soil Type Daily
<br />E_ _ __- _.�_. ._.. _.�.__.. �. _.�...�. __._...:.-._...._ __"",,- _._�.�.- _�-,-, ........-"---,---�---"-,,-----,-,-"",,-,-
<br />GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES
<br />ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF
<br />0
<br />co
<br />used
<br />separation between See Typ i ca I
<br />SHWT &bottom of Optimum Moisture (Standard) Pavement Section
<br />THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER,
<br />WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF
<br />U.
<br />0
<br />W
<br />base i s <1 .5') Compressive Port I and Cement One Set of 3 Per So i I
<br />CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE
<br />.
<br />Z
<br />Strength Specimens Assoc. Specifications
<br />Test Cores Portland Cement One Set of 3 Per Soil
<br />Assoc. Specifications **
<br />WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL
<br />SYSTEM."
<br />Z .j
<br />O
<br />Field Densit & AASHTO T191, T238 One Per 2,500 S.F.
<br />Y
<br />X. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL
<br />Thickness ASTM D1556, D2922 Horizontal
<br />CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE
<br />LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST �'(�
<br />12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE *
<br />.
<br />=
<br />Asphaltic ConcretMaterials Quality AASHTO T164
<br />Bitumen Content, ASTM D2172
<br />.&
<br />j-
<br />INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY Z
<br />d �'
<br />Gradation Per Spec i f i cat ions One Per Day
<br />SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER! WILL BE LAID $te• "�I�t ��
<br />SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. �e�-
<br />-
<br />Field Density ASTM 02950-81 95% of Lab Density One Per 2,500 S.F.
<br />Hor i zonta I
<br />�eW I
<br />e!'I
<br />(�jJ
<br />Y. AT THE UTILITY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL
<br />=
<br />Los Angeles AASHTO T96-77
<br />BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS
<br />POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE
<br />Abrasion ASTM C131-81 Per Specifications One Per Source
<br />Thickness N/A Per Specifications One Per 2,500 S.F.
<br />AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER
<br />FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,
<br />S'/Sr9
<br />NOTES:
<br />F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS,
<br />0.
<br />* The Contractor sha I I not pave over so i I cement base unt i I a 30 day curing time has e I apsed
<br />WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ili OF
<br />lLn
<br />** Maximum strength limits, as established by soils testing company, shall not be exceeded
<br />CHAPTER 62-610, F.A.C.
<br />�//
<br />U)
<br />*** Should any of the information provided herein conflict with either the recommendations of the
<br />Geotechnical Engineer, and/or the Geotechnical Report, then the aforementioned recommendations
<br />will supercede this "TESTING SCHEDULE GUIDE"
<br />S
<br />-�
<br />H
<br />- ..
<br />E
<br />C=2
<br />-; _ %_ ,
<br />- - - %. I- - -E
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