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<br />GENERAL CONSTRUCTION NOTES
<br />1. SEE PAVING, GRADING & DRAINAGE PLAN FOR SITE SPECIFIC BENCHMARK AND ELEVATION DATUM.
<br />2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO
<br />STANDARD UTILITY ATLAS SHEETS OR OTHER INFORMATION OBTAINED AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR TO
<br />CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES, STRUCTURES
<br />AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED RELOCATIONS WITH THE AFFECTED UTILITY. THE
<br />CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS.
<br />3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO
<br />ALL UTILITY COMPANIES BEFORE PERFORMING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE UTILITY LOCATIONS MARKED BY CALLING
<br />"SUNSHINE 811" AT 1-800-432-4770 OR 811 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR
<br />CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE 811" PROGRAM.
<br />4. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING
<br />DAYS PRIOR TO EXCAVATING. THESE PLANS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND THE GAS MAINS MUST BE FIELD
<br />VERIFIED BY ON SITE INSPECTION BY GAS COMPANY PERSONNEL, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY A MINIMUM
<br />OF TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA.
<br />5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR
<br />SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK.
<br />6. ALL PROPOSED UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED PRIOR TO PAVEMENT SURFACE COURSE
<br />CONSTRUCTION.
<br />7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION REQUIREMENTS OF ALL PERMITS
<br />ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SHALL SCHEDULE ALL
<br />INSPECTIONS IN ACCORDANCE WITH AGENCY REQUIREMENTS.
<br />8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION.
<br />9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES, REGULATIONS AND PERMIT
<br />CONDITIONS,
<br />10, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THE
<br />PROJECT. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER.
<br />11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND APPROPRIATE
<br />PERMITTING AGENCIES OF THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED.
<br />12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHERS. IT
<br />WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES WITH OTHERS WHERE NECESSARY.
<br />13. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 PSI. AT 28 DAYS UNLESS OTHERWISE NOTED.
<br />14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING
<br />CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS.
<br />15, ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH FDOT STANDARDS. THE
<br />CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE APPLICABLE REGULATORY
<br />AGENCIES, OWNER, AND ENGINEER, HAS BEEN ACHIEVED. THE CONTRACTOR SHALL BEAR THE RESPONSIBILITY OF ALL REMEDIAL WORK
<br />REQUIRED UNTIL THE SYSTEM HAS BEEN ACCEPTED.
<br />16. ALL SODDED AND SEEDED AREAS BE WATERED AND FERTILIZED UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
<br />17. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. THE
<br />CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS A CONSEQUENCE OF LOST OR DISTURBED PROPERTY CORNERS. LOST OR DISTURBED
<br />PROPERTY CORNERS SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR.
<br />18, THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND OTHER
<br />REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL ENGINEER SHALL CERTIFY, IN WRITING, TO THE ENGINEER AND
<br />OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED.
<br />19, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS
<br />REQUIRED AS DICTATED BY THE CONTRACT DOCUMENTS, CONSTRUCTION PLANS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE
<br />GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT STATE THAT ALL REQUIREMENTS HAVE BEEN MET.
<br />20. THE CONTRACTOR SHALL REVIEW THE PROJECT GEOTECHNICAL REPORT PRIOR TO BIDDING AND THE START OF CONSTRUCTION. PLEASE
<br />REFER TO THE GEOTECHNICAL REPORT FOR RECOMMENDATIONS ON CUT/FILL PLACEMENT AND COMPACTION REQUIREMENTS.
<br />21. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE CONSTRUCTION SITE.
<br />22, THE CONSTRUCTION DRAWINGS DO NOT INCLUDE SPECIFICATION FOR CONSTRUCTION SAFETY, THE CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR ALL MEANS AND METHODS OF CONSTRUCTION SITE SAFETY.
<br />23. ALL DESIGN RELATED REQEUSTS OR SUBMISSIONS ARE TO BE MADE TO THE ENGINEER OF RECORD (EOR) & THE FOR WILL COORDINATE
<br />WITH OWNER (IF NEEDED).
<br />TESTING SCHEDULE GUIDE
<br />ITEM
<br />TEST TYPE
<br />TEST I.D.
<br />REQUIREMENT
<br />FREQUENCY
<br />EMBANKMENT
<br />MAXIMUM DENSITY
<br />AASHTO T180
<br />N/A
<br />PER SOIL TYPE
<br />OPTIMUM MOISTURE
<br />ASTM D1557
<br />FIELD DENSITY
<br />AASHTO T191, T204
<br />95% OF MAXIMUM
<br />ONE PER 2,500 S.F.
<br />T238
<br />DENSITY
<br />HORIZONTALLY;
<br />ASTM D1556, D2937
<br />ALTERNATING LIFTS (12 INCHES)
<br />D2922
<br />UTILITY
<br />MAXIMUM DENSITY
<br />AASHTO T180
<br />N/A
<br />PER SOIL TYPE
<br />TRENCH BACKFILL
<br />OPTIMUM MOISTURE
<br />ASTM D1557
<br />UNDER ROADWAYS
<br />FIELD DENSITY
<br />AASHTO T191, T204
<br />95% OF MAXIMUM
<br />ONE PER 2,500 S.F.
<br />AND STRUCTURES
<br />T238
<br />DENSITY
<br />HORIZONTALLY;
<br />ASTM D1556, D2937
<br />EVERY 12" VERTICALLY
<br />D2922
<br />D2922
<br />AT LEAST ONE FOR EACH PIPE RUN
<br />BACKFILL OF MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE
<br />STRUCTURES OPTIMUM MOISTURE ASTM D1557
<br />FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM EVERY 12" VERTICALLY
<br />T238 DENSITY
<br />ASTM D1556, D2937
<br />D2922
<br />SUBGRADE BEARING VALUES LBR - FLA. D.O.T.
<br />MAXIMUM DENSITY AASHTO T180
<br />OPTIMUM MOISTURE ASTM D1557
<br />FIELD DENSITY & AASHTO T191 T238
<br />THICKNESS ASTM D1556, D2922
<br />BASE BEARING VALUES
<br />LBR - FLA. D.O.T.
<br />MAXIMUM DENSITY
<br />AASHTO T180
<br />OPTIMUM MOISTURE
<br />ASTM D1557
<br />THICKNESS
<br />AASHTO T191, T238
<br />FIELD DENSITY
<br />ASTM D1556, D2922
<br />GRADATION
<br />AASHTO T27, T98
<br />AASHTO T90
<br />ATTERBERG LIMITS
<br />ASTM C136, D423, D424
<br />SEE TYPICAL
<br />PAVEMENT SECTION
<br />ONE PER SOIL TYPE
<br />CHECK POINT LBR AT
<br />500 L.F. HORIZONTALLY
<br />ONE PER SOIL TYPE
<br />ONE PER 2,500 S.F.
<br />HORIZONTALLY
<br />ONE PER SOURCE OR AS MTL. CHANGES
<br />CHECK POINT LBR AT 500 L.F. HORIZ.
<br />SEE TYPICAL ONE PER SOURCE
<br />PAVEMENT SECTION
<br />ONE PER 2,500 S.F.
<br />HORIZONTALLY
<br />ONE PER SOURCE
<br />SOIL CEMENT BASE MIX DESIGN
<br />PORTLAND CEMENT
<br />ONE PER SOIL TYPE
<br />ASSOC. SPECIFICATIONS
<br />(TO BE USED IF
<br />MAXIMUM DENSITY
<br />AASHTO T134
<br />ONE PER SOIL TYPE DAILY
<br />SEPARATION BETWEEN
<br />SEE TYPICAL
<br />SHWT & BOTTOM OF
<br />OPTIMUM MOISTURE
<br />(STANDARD) PAVEMENT SECTION
<br />BASE IS <1.5')
<br />COMPRESSIVE
<br />PORTLAND CEMENT
<br />ONE SET OF 3 PER SOIL
<br />STRENGTH SPECIMENS
<br />ASSOC. SPECIFICATIONS
<br />TEST CORES
<br />PORTLAND CEMENT
<br />ONE SET OF 3 PER SOIL
<br />ASSOC. SPECIFICATIONS
<br />FIELD DENSITY &
<br />AASHTO T191, T238
<br />ONE PER 2,500 S.F.
<br />THICKNESS
<br />ASTM D1556, D2922
<br />HORIZONTAL
<br />ASPHALTIC CONCRETE MATERIALS QUALITY AASHTO T164
<br />BITUMEN CONTENT,
<br />ASTM D2172
<br />GRADATION
<br />PER SPECIFICATIONS
<br />ONE PER DAY
<br />FIELD DENSITY
<br />ASTM 02950-81
<br />95% OF LAB DENSITY
<br />ONE PER 2,500 S.F.
<br />HORIZONTAL
<br />LOS ANGELES
<br />AASHTO T96-77
<br />ABRASION
<br />ASTM C131-81
<br />PER SPECIFICATIONS
<br />ONE PER SOURCE
<br />THICKNESS
<br />N/A
<br />PER SPECIFICATIONS
<br />ONE PER 2,500 S.F.
<br />CLEARING AND EROSION CONTROL NOTES
<br />1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE START OF ANY
<br />CONSTRUCTION ACTIVITIES.
<br />2. THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO STARTING ACTUAL
<br />CONSTRUCTION, COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND REPORT ARE AVAILABLE THROUGH THE
<br />ENGINEER, ARCHITECT OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS SHALL BE
<br />DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER.
<br />3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED
<br />OPEN AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
<br />CONSTRUCTION.
<br />4. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER AND
<br />SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY THE OWNER.
<br />5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE
<br />REGULATIONS.
<br />6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES.
<br />7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVAL OR
<br />DEMOLITION OF EXISTING STRUCTURES.
<br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR
<br />DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH
<br />THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL CONTACT THE OWNER FOR CLARIFICATION
<br />PRIOR TO DEMOLITION.
<br />9. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION/DETENTION AREAS SHALL BE RESHAPED, CLEARED OF SILT, MUD
<br />AND DEBRIS, AND GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS.
<br />PAVING, GRADING AND DRAINAGE NOTES
<br />1. ALL DELETERIOUS SUBSTANCES (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE WITH THE PLANS AND
<br />SPECIFICATIONS, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER OR OWNER. DELETERIOUS MATERIAL IS TO BE STOCKPILED
<br />OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE BACKFILLED WITH APPROVED MATERIALS
<br />AND COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR OWNER.
<br />2. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES TO BE SAVED. THE
<br />CONTRACTOR SHALL COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY GRADE CHANGE.
<br />3. THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTING
<br />CONCRETE PAVEMENT.
<br />4. THE CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
<br />5. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY SHALL BE MADE WITH PERMANENT THERMOPLASTIC, AND SHALL CONFORM TO
<br />FDOT STANDARD PLANS INDEX NO. 711-001 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PARKING STALL STRIPING SHALL
<br />BE 6" WIDE PAINTED WHITE STRIPES UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
<br />6. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP
<br />OF THE PIPE EXCEEDS THE MINIMUM DIMENSIONS SHOWN IN FDOT DRAINAGE MANUAL APPENDIX C (COVER HEIGHT TABLES).
<br />7. STANDARD INDICES REFER TO THE LATEST EDITION OF FDOT "STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION".
<br />8. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE INDICATED IN THE DRAWINGS
<br />AND SPECIFICATIONS.
<br />9. PVC STORM PIPE, 12" AND SMALLER, SHALL CONFORM TO AWWA C-900, SDR-18, CLASS 150, UNLESS OTHERWISE INDICATED IN THE
<br />DRAWINGS AND SPECIFICATIONS.
<br />10. PIPE LENGTHS SHOWN ARE APPROXIMATE.
<br />11. ALL DRAINAGE STRUCTURE FRAMES, GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS.
<br />12. THE CONTRACTOR IS TO GRASS THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE -WEEK FOLLOWING
<br />CONSTRUCTION OF THE POND.
<br />13. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH
<br />LOCAL REGULATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
<br />CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO.
<br />14. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE
<br />RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING THE
<br />STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED
<br />RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM.
<br />PAVING, GRADING & DRAINAGE TESTING AND INSPECTION
<br />REQUIREMENTS
<br />1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER PRIOR TO
<br />THE PLACEMENT OF BACKFILL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE AN
<br />INSPECTION.
<br />2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER.
<br />3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER OR
<br />THE OWNER'S MATERAILS TESTING CONSULTANT. TESTING IS REQUIRED IN ACCORDANCE WITH THE TESTING SCHEDULE FOUND IN
<br />THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL
<br />SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
<br />SANITARY SEWER NOTES
<br />1. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
<br />2. ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS.
<br />3. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE
<br />CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY ENGINEER OF ANY
<br />CONFLICTS OR DISCREPANCIES.
<br />4. SANITARY SEWER PIPES SHALL MEET THE FOLLOWING MINIMUM CRITERIA;
<br />T - 12' DEPTH SDR-35
<br />12'- 18' DEPTH SDR-26
<br />> 18' DEPTH DIP
<br />5. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
<br />6. ALL PVC FORCE MAINS SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2"
<br />WIDE PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ "FORCE MAIN"
<br />7. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51-91 (AWWA C151) AND PIPE SHALL
<br />RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR
<br />LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104).
<br />8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE POLYLINED OR EPDXY
<br />LINED.
<br />9. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
<br />10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND
<br />AL SANITARY SEWER MAINS STRUCTURES
<br />FINAL GRADES AND LOCATIONS ON L S N SURVEYOR. THE RECORD DRAWINGS SHALL SHOW INA G ,
<br />AND SERVICES. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN
<br />COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER.
<br />SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
<br />1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER. CONTRACTOR SHALL NOTIFY THE
<br />ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
<br />2. ALL GRAVITY SEWER PIPING SHALL BE VIDEO TAPED AND RESULTS FURNISHED TO THE LOCAL UTILITY AND THE ENGINEER.
<br />3. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO ADDITIONAL TESTING AS REQUIRED BY LOCAL
<br />REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES
<br />FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
<br />4. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS
<br />SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION
<br />AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
<br />WATER SYSTEM NOTES
<br />1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
<br />2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS.
<br />3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER LINES AS REQUIRED.
<br />4. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND PIPE SHALL RECEIVE
<br />EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED,
<br />STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104).
<br />5. ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21,10
<br />AND A 21.11 (AWWA C110 AND AWWA C111 RESPECTIVELY). FITTINGS SHALL BE CEMENT MORTAR LINED AND BITUMINOUS COATED
<br />IN ACCORDANCE WITH AWWA C104 AND AWWA C151 RESPECTIVELY.
<br />6. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE
<br />FLUSHING AND DISINFECTION.
<br />7. ALL PVC WATER MAINS 3" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. PIPE SHALL BE CLASS 150 AND MEET THE
<br />REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241.
<br />8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET THE REQUIREMENTS OF SDR
<br />21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE.
<br />9. ALL PIPE AND FITTINGS 2.5" AND SMALLER SHALL BE POLYETHYLENE TUBING PE4710 (CTS SDR9, PC200) WITH COMPRESSION
<br />FITTINGS.
<br />10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509
<br />11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE
<br />MARSHAL.
<br />12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH ALL LOCAL
<br />REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS
<br />THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE
<br />COORDINATED THROUGH THE LOCAL REGULATORY AGENCY.
<br />13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND
<br />SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL WATER MAINS,
<br />SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP STATIONS AND FORCE MAINS. ALL RESTRAINED JOINTS
<br />SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD
<br />DRAWINGS TO THE ENGINEER.
<br />FDEP NOTES
<br />1. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER
<br />THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS.
<br />2. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT
<br />WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61.
<br />3. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR
<br />FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD.
<br />4. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH
<br />SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE
<br />SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES
<br />INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES
<br />APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN
<br />PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND
<br />THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING
<br />INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF
<br />THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER,
<br />TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE.
<br />ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.)
<br />5. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL BE
<br />EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED, DOWNWARD -FACING ELBOW.
<br />6. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA
<br />STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES.
<br />7. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS
<br />PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO
<br />A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS
<br />DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN
<br />TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED
<br />UNDER THIS PROJECT.
<br />8. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH THRUST BLOCKS
<br />OR RESTRAINED JOINTS TO PREVENT MOVEMENT.
<br />9. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF ASBESTOS -CEMENT
<br />OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605,
<br />RESPECTIVELY, AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE
<br />TESTED IN ACCORDANCE WITH AWWA STANDARD C600.
<br />10. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE
<br />CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED
<br />AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C.
<br />11. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER WILL HAVE
<br />A MINIMUM COVER OF TWO FEET.
<br />WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
<br />1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN
<br />UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE ENGINEER AND LOCAL AUTHORITIES, PRESSURE TESTS
<br />SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT & FDEP SPECIFICATIONS. CONTRACTOR SHALL NOTIFY OWNER'S
<br />ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS.
<br />2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION/DISINFECTION AND BACTERIOLOGICAL SAMPLING IN
<br />ACCORDANCE TO ITEM #10 ABOVE. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL
<br />BACTERIOLOGICAL TESTS (WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL) SHALL BE SUBMITTED TO ENGINEER.
<br />WATER CLEARANCE REQUIREMENTS
<br />1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL
<br />DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR
<br />PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED
<br />WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE
<br />OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A
<br />HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING
<br />OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE
<br />THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
<br />OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING
<br />RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN
<br />FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT
<br />AND DISPOSAL SYSTEM".
<br />2. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING
<br />OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN
<br />IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR
<br />RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR
<br />PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED
<br />WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE.
<br />3. AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO
<br />THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL
<br />WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS,
<br />STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.,
<br />AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR
<br />PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
<br />REFERENCED DOCUMENTS
<br />• "ZEPHYR COMMONS SITE PLAN" PROVIDED BY AVID GROUP - 11/16/2007 - ERP: 32080.000
<br />• "STORAGE/DRAINAGE ASBUILT ZEPHYR COMMONS PHASE 1 SPECIFIC PURPOSE ASBUILT SURVEY" PROVIDED BY SIMMONS & BEALL,
<br />INC. SURVEYING & MAPPING - 06/16/2009 - EPR: 32080.001
<br />• "ZEPHYR COMMONS PHASE 1 PLAT" PROVIDED BY SIMMONS & BEALL, INC. SURVEYING & MAPPING - 12/30/2008
<br />• "GEOTECHNICAL EXPLORATION: ZEPHYR COMMONS - OUTPARCEL 7, LATTA ROUNDABOUT, ZEPHYRHILLS FLORIDA" PROVIDED BY
<br />UNIVERSAL ENGINEERING SCIENCES
<br />NOTE TO CONTRACTOR
<br />• CONTRACTOR TO PROVIDE AS-BUILTS AS SOON AS UTILITY LINE HAS BEEN CONSTRUCTED.
<br />• CONTRACTOR TO VERIFY EXISTING CONDITIONS AND LOCAL JURISDICTIONAL REQUIREMENTS OF UTILITIES PRIOR TO
<br />CONSTRUCTION.
<br />FDOT NOTES
<br />• ALL DISTURBED AREAS IN FDOT RIGHT-OF-WAY WILL BE SODDED.
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<br />NOTES:
<br />1. THE CONTRACTOR SHALL NOT PAVE OVER SOIL CEMENT BASE UNTIL A 30 DAY CURING TIME HAS ELAPSED
<br />2. SHOULD ANY OF THE INFORMATION PROVIDED HEREIN CONFLICT WITH EITHER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, AND/OR
<br />THE GEOTECHNICAL REPORT, THEN THE AFOREMENTIONED RECOMMENDATIONS WILL SUPERSEDE THIS "TESTING SCHEDULE GUIDE"
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