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CONSTRUCTION NOTES
<br />SAFETY
<br />1. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY
<br />REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE
<br />RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY
<br />OF HIS PERSONNEL
<br />2. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND APPROVED
<br />BY THE GOVERNMENTAL AGENCIES WAVING JURISDICTION PRIOR TO BEGINNING ANY
<br />CONSTRUCTION ACTIVITIES.
<br />3. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN
<br />THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
<br />4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFETY EQUIPMENT IN ACCORDANCE
<br />WITH ITS HEALTH k SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH
<br />AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING ITS
<br />EMPLOYEES AND SUBCONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE
<br />THAT ALL EMPLOYEES AND SUBCONTRACTORS AND SUBCONTRACTORS' EMPLOYEES COMPLY
<br />WITH ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH
<br />ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL
<br />PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY
<br />PROGRAM BUT JUST BASIC REQUIREMENTS.
<br />5. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE
<br />DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND
<br />REGULATIONS. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS
<br />FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P.
<br />8. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF 'THE STATE OF
<br />FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
<br />CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS' SHALL BE FOLLOWED IN THE
<br />DESIGN APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL
<br />DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND
<br />WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS.
<br />7. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET
<br />FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S.
<br />DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
<br />8. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE
<br />ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR
<br />THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR
<br />ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.
<br />9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND
<br />SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO
<br />CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL
<br />SUNSHINE ONE CALL AT 811 TO ARRANGE FOR FIELD LOCATIONS.
<br />10. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,
<br />ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED
<br />BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
<br />COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY.
<br />DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE
<br />AND APPURTENANCES ARE BEING PLACED.
<br />EXISTING TREE PROTECTION NOTES:
<br />1. REQUIRED BARRICADES AND FLAGGING SHALL BE ERECTED BY THE CONTRACTOR AND
<br />APPROVED BY THE ENGINEER AND REGULATORY AGENCIES PRIOR TO COMMENCEMENT OF
<br />LAND ALTERATION ACTIVITIES. BARRICADES SHALL REMAIN IN PLACE UNTIL ALTERATION AND
<br />CONSTRUCTION ACTIVITIES ARE COMPLETED.
<br />2. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, WITHIN THE DRIPUNE OF A TREE
<br />REMAINING ON SITE, UNLESS OTHERWISE APPROVED. IT SHALL BE UNLAWFUL TO REMOVE
<br />VEGETATION, EXCEPT BY HAND, 13Y GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS,
<br />SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND
<br />WITHIN THE DRIPUNE OF A TREE TO REMAIN ON THE SITE
<br />3. ADEQUATE PROTECTION MEASURES (I.E. HAY BALES, BAFFLES, SODDING AND SANDBAGGING)
<br />SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM
<br />SEDIMENTATION CAUSED BY SURFACE WATER RUNOFF ON EXPOSED LAND SURFACES.
<br />4. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND
<br />DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL
<br />STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS. THIS INFORMATION MUST BE
<br />CLEARLY IDENTIFIED ON THE CONSTRUCTION PLANS.
<br />CLEARINGMEMOLITION
<br />1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED IN THE
<br />CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE
<br />ORDINANCES AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S
<br />RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE SHOWN TO
<br />REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE REGULATORY AGENCY
<br />OR THE OWNER.
<br />2. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE
<br />NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, SODDED
<br />OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
<br />CONSTRUCTION.
<br />3. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE
<br />EXCAVATION IS TO BE UTIUZED ON -SITE IF REQUIRED, PROVIDED THAT THE MATERIAL IS
<br />DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S SOILS TESTING COMPANY. EXCESS
<br />MATERIAL IS TO BE EITHER STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER OR
<br />OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR
<br />ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM
<br />THE SITE.
<br />4. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF
<br />OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS.
<br />5. CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND
<br />WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL, PURSUANT TO ALL FEDERAL,
<br />STATE, COUNTY, CRY OR OTHER GOVERNMENT AGENCY REQUIREMENTS. OF ALL
<br />UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
<br />WITHIN THE NEW FACILITIES.
<br />SITE PLAN AND COORDINATE GEOMETRY
<br />1. BOUNDARY SURVEY PREPARED BY LICENSED SURVEYOR.
<br />2. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR
<br />ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF
<br />THE ENGINEER IN WRITING.
<br />3. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE
<br />AND DISTURBANCE IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED IT SHALL BE
<br />THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE
<br />CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE.
<br />4. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER
<br />FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF
<br />PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS,
<br />ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER
<br />FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
<br />5. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S
<br />ENGINEER WITH COMPLETE 'AS -BUILT' INFORMATION CERTIFIED BY A REGISTERED LAND
<br />SURVEYOR. THIS 'AS -BUILT' INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCATION
<br />OF FITTINGS, LOCATION OF STRUCTURES FOR ALL UTILITIES INSTALLED, AS WELL AS TOP
<br />OF BANK, TOE OF SLOPE AND GRADE BREAK LOCATIONS AND ELEVATIONS FOR POND AND
<br />DITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATIONS FOR CERTIFICATE OF OCCUPANCY
<br />PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVED AND APPROVED BY THE
<br />OWNER'S ENGINEER.
<br />GENERAL NOTES
<br />1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION
<br />REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION RELATED PERMITS, INCLUDING
<br />BUT NOT LIMITED TO: RIGHT OF WAY USE PERMITS, PIPING PERMITS, MOT PERMITS, ETC,
<br />PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO
<br />AGENCY INSTRUCTIONS.
<br />2. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE
<br />LATEST REVISION.
<br />3. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
<br />VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
<br />4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS
<br />TO THE OWNER'S ENGINEER FOR APPROVAL FAILURE TO OBTAIN APPROVAL BEFORE
<br />INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE.
<br />5. WORK PERFORMED UNDER THIS CONTRACT SMALL INTERFACE SMOOTHLY WITH OTHER WORK
<br />BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE
<br />NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE
<br />NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES At THEIR SUBCONTRACTORS.
<br />6. THE WATER, SANITARY SEWER, AND STORM DRAINAGE FACILITIES ARE SUBJECT TO THE
<br />REVIEW AND APPROVAL OF THE REGULATORY AGENCY AND IT SHALL BE THE RESPONSIBILITY
<br />OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK IN THE
<br />PUBLIC RIGHT-OF-WAY.
<br />7. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES BEFORE ORDERING MATERIALS AND
<br />CASTING STRUCTURES.
<br />B. IT WILL BE NECESSARY TO EXAMINE, COORDINATE AND ADJUST ACCORDINGLY THE
<br />PROPOSED LOCATIONS OF THE VARIOUS COMPONENTS OF THE SITE UTILITIES. THE LAYOUTS
<br />INDICATED IN THE PUNS ARE NOT EXACT AND IT SHALL BE THE RESPONSIBILITY OF THE
<br />CONTRACTOR TO SUBMIT COORDINATION DRAWINGS SHOWING PIPE SIZES, STRUCTURES, AND
<br />ELEVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND
<br />COORDINATION OF ALL THE UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT.
<br />9. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW.
<br />10. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS,
<br />ETC. SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CWM SHALL BE MADE
<br />AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED.
<br />11. OVERALL CLEANUP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH
<br />REGULATORY AGENCY STANDARDS OR AS DIRECTED BY THE ENGINEER. ANY AND ALL
<br />EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR
<br />OTHER ITEMS.
<br />12. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED
<br />BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE
<br />SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE
<br />MADE FOR THIS WORK.
<br />13. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE CONTRACTOR'S
<br />HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE
<br />SATISFACTION OF THE ENGINEER. PAYMENT SHALL NOT BE LADE FOR THIS WORK.
<br />14. ANY U.S.C. AI G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF
<br />IN DANGER OF DAMAGE, THE CONTRACTOR SHOULD NOTIFY THE OWNER'S ENGINEER.
<br />PAVING AND GRADING
<br />1. ALL DELETERIOUS SUBSURFACE MATERIAL (LE MUCK, PEAT, BURIED DEBRIS) IS TO BE
<br />EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER, THE
<br />OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE
<br />STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS
<br />TO BE BACK FILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE
<br />PUNS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY
<br />FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE.
<br />2, ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL
<br />CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY OR ENGINEER
<br />AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS
<br />REPORT.
<br />3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE
<br />UNLESS OTHERWISE NOTED ON DRAWINGS.
<br />4. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW
<br />PAVEMENT MEETS EXISTING PAVEMENT.
<br />5. CURBING WILL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS SHOWN ON THE PLANS.
<br />6. REFER TO THE LATEST EDITION OF F.D.O.T. 'ROADWAY AND TRAFFIC DESIGN STANDARDS'
<br />FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURBING AND GUTTERS CALLED
<br />FOR IN THESE PLANS.
<br />7. CONTRACTOR TO PROVIDE A 1/2' TO 1' BITUMINOUS EXPANSION JOINT MATERIAL WITH
<br />SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (BUILDINGS, OTHER POURED
<br />CONCRETE, ETC.)
<br />8. ALL PAVEMENT MARKINGS IN RIGHT-OF-WAY AND STOP BARS SHALL BE MADE WITH
<br />PERMANENT THERMOPLASTIC AND SHALL CONFORM TO F.D.O.T STANDARD INDEX NO. 17346,
<br />SHEETS 1-7. PARKING STALL STRIPING AND ON -SITE PRIVATE PAVEMENT MARKINGS TO BE
<br />TRAFFIC GRADE PAINT.
<br />9. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD OR OTHER APPROVED
<br />MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE
<br />UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL
<br />FINAL ACCEPTANCE BY OWNER.
<br />10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS
<br />ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE LOCATED ON
<br />THIS SHEET. UPON COMPLETION OF THE WORK, SOILS ENGINEER WILL SUBMIT
<br />CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN
<br />MET.
<br />11. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE
<br />COMPLIANCE OF THE IN PLACE MATERIALS AS REQUIRED BY THESE PUNS AND THE
<br />VARIOUS AGENCIES. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY
<br />TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COST OF SAID
<br />RETESTING.
<br />12. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO
<br />BASE AND PAVEMENT CONSTRUCTION.
<br />13. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER (SILTATION
<br />CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND
<br />WATERWAYS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER
<br />SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO
<br />ENTER AND EXIT SITE. IF. IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES,
<br />EXCESSIVE QUANTfTI ES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL
<br />DRAINAGE OR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE
<br />SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.
<br />14. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL
<br />STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE
<br />METHODS.
<br />1. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CUSS III (ASTM C-76) UNLESS
<br />OTHERWISE NOTED ON PUNS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH
<br />FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND LOCAL AGENCY STANDARDS UNLESS
<br />OTHERWISE SHOWN ON PUNS.
<br />2. PIPE LENGTHS SHOWN ARE APPROXIMATE.
<br />3. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE TRAFFIC RATED FOR H-20
<br />LOADINGS.
<br />4. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE
<br />OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL CONTRACTOR TO NOTIFY THE
<br />ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
<br />5. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD. DIRT. DEBRIS. ETC. THE
<br />STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR
<br />MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES.
<br />WATER DISTRIBUTION
<br />1. SEE PIPE SEPARATION REQUIREMENTS, THIS SHEET.
<br />2. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
<br />3. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY AGENCY STANDARDS
<br />AND SPECIFICATIONS.
<br />4. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
<br />ADJUSTING THE WATER UNITES AS NECESSARY AND PER PIPE SEPARATION REQUIREMENTS
<br />NOTED THIS SHEET.
<br />5. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL BE IN ACCORDANCE
<br />WITH AWWA C-900 AND SHALL BE CLASS 150 SDR 18. ALL ON -SITE PVC WATER MAINS 2'
<br />TO 3' SHALL BE CUSS 1120 AND MEET REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH
<br />ASTM 0-2241. WATER MAINS SMALLER THAN 1 1/2' SHALL BE CUSS 1120 OR 1220
<br />SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM D-1795.
<br />6. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.51
<br />MINIMUM CUSS 50. JOINTS FOR DUCTILE IRON PIPE SHALL BE MECHANICAL OR PUSH -ON
<br />JOINTS. PIPE SHALL HAVE AN EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
<br />A21.51. PIPE INTERIOR SHALL HAVE A CEMENT MORTAR LINING WITH AN ASPHALTIC SEAL
<br />COAT CONFORMING TO AWWA/ANSI C104/A21.4. THE WEIGHT AND CLASS DESIGNATION SHALL
<br />BE PANTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPE AND FITTINGS.
<br />MANUFACTURER'S CODE OR SERIAL NUMBER SHALL BE PROVIDED ON THE BELL OF EACH
<br />PIPE JOINT.
<br />7. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM PRESSURE RATING OF
<br />250 PSI AND SHALL CONFORM TO THE REQUIREMENTS OF ANSI/AWWA STANDARD
<br />A21.10/C710. ALL FITTING SHALL BE COATED AND LINED AS SPECIFIED ABOVE FOR DUCTILE
<br />IRON PIPE.
<br />B. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON
<br />DETAILS,
<br />9. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS,
<br />AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED
<br />BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH LOCAL
<br />REGULATORY AGENCY SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND
<br />LOCAL INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS.
<br />10. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
<br />CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OFF ALL BACTERIOLOGICAL TESTS TO BE
<br />SUBMITTED TO OWNER'S ENGINEER.
<br />SANITARY SEWER
<br />1. SEE PIPE SEPARATION REQUIREMENTS, THIS SHEET.
<br />2. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF
<br />COVER.
<br />3. ALL ON SITE PVC GRAVITY SANITARY SEWER PIPE SHALL BE MADE OF MATERIAL HAVING A
<br />CELL CLASSIFICATION OF 12454 B. 124-54 C OR 13354 B AS DEFINED IN ASTM D-1784.
<br />PVC PIPE AND FITTINGS USED IN THE GRAVITY SYSTEM SHALL BEET THE REQUIREMENTS OF
<br />ASTM D3034 SDR 35 TO A DEPTH OF 15' AND SDR 26 AT A DEPTH BEYOND 15'.
<br />4. ALL ON SITE DUCTILE IRON PIPE SHALL BE CUSS 52 AND SHALL RECEIVE INTERIOR MID
<br />EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8. OR A 21.51.
<br />5. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE AGENCY STANDARDS AND
<br />SPECIFICATIONS, LATEST EDITION THERE OF.
<br />8. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES
<br />TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
<br />ELEVATION OF ALL EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY
<br />OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION
<br />SHOWN IN THESE PLANS.
<br />7. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
<br />ENGINEER PRIOR TO PLACEMENT OF BASE AND PAVING AND AGAIN PRIOR TO OBTAINING
<br />CERTIFICATE OF OCCUPANCY. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE
<br />TO SCHEDULE INSPECTIONS.
<br />B. THE CONTRACTOR SHALL PERFORM A CLOSED CIRCUIT TELEVISION INSPECTION ON ALL
<br />GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION
<br />PRIOR TO FINAL ACCEPTANCE.
<br />9. ALL WASTE -WATER LATERALS WILL A MINIMUM OF 36' COVER AT THE RIGHT-OF-WAY LINE.
<br />PIPE SEPARATION REQUIREMENTS:
<br />FOR THE PURPOSE OF THIS SECTION, THE PHRASE 'WATER MAINS' SHALL MEAN MAINS,
<br />INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, 0
<br />FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT ARE UNDER THE
<br />CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES
<br />OR GREATER.
<br />1. HOR17ONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY. OR STORM
<br />SEWERS WASTEWATER OR STORM WATER FORCE MAINS RECLAIMED WATER PIP INF' AND
<br />ON-SFE SEWAGE TREATMENT AND DICPDCAI cYSTsu I
<br />A NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAD TO PROVIDE A
<br />HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER
<br />MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER
<br />FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III 0
<br />CHAPTER 62-610, FAC.
<br />B. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE AT LEAST THREE FEET, AND PREFERABLY TEN FEET,T.
<br />BETWEEN
<br />THE OUTSIDE OF THE WATER MAN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED
<br />VACUUM -TYPE SANITARY SEWER.
<br />C. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN
<br />THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED
<br />GRAVITY- OR PRESSURE -TYPE SANITARY SEWER WASTEWATER FORCE MAIN OR PIPEUN
<br />CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610,
<br />N
<br />F.A.C. THE MINIMUM HORIZONTAL SEPARATION AND
<br />OR DISTANCE BETWEEN WATER MAINS D
<br />GRAVITY -TYPE SANITARY SEWERS SMALL BE REDUCED TO THREE FEET WHERE THE
<br />BOTTOM OF THE WATER MAN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE
<br />SEWER.
<br />D. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER
<br />MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED 'ON -SITE SEWAGE TREATMENT
<br />AND DISPOSAL SYSTEM' AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE
<br />64E-6.002, F.A.C.
<br />2, VERTICAL SEPARATION BEfW N IRO R •RO IRO WATER MAINS AND SANITARY OR STORM
<br />A NEW OR RELOCATED UNDERGROUND WATER MANS CROSSING ANY EXISTIN
<br />G OR
<br />PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE
<br />WD 50 THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY
<br />12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER
<br />PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER
<br />PIPELINE.
<br />B. NEW OR RELOCATED, UNDERGROUND WATER AWNS CROSSING ANY EXISTING OR
<br />PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE
<br />AWN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF
<br />THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE
<br />OTHER PIPELNE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE
<br />OTHER PIPELINE
<br />C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL
<br />LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER
<br />PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER
<br />PPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO
<br />THAT ALL WATER MAN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN
<br />VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS, OR
<br />PIPELINES CONVEYING RECWMED WATER REGULATED UNDER PART III OF CHAPTER
<br />62-610. FAC., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR
<br />PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES
<br />CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610,
<br />FAC.
<br />R
<br />I
<br />E
<br />3.
<br />A NO WATER MAIN SHALL PASS THROUGH, Oft COME INTO CONTACT WITH, ANY PART OF A
<br />SANITARY SEWER MANHOLE.
<br />B. EFFECTIVE AUGUST 28, 2003. WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED
<br />TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER
<br />MANHOLE OR INLET STRUCTURE.
<br />4. ANITTARY OR.STORM SEWERS. WASTEWATE
<br />NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO
<br />THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM
<br />SEWER, STORM WATER FORCE MAN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED
<br />UNDER PART III OF CHAPTER 62-610. FAC.; AT LEAST THREE FEET, AND PREFERABLY TEN
<br />FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEST SIX
<br />FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR
<br />PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING
<br />RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 52-610, FAC.; AND AT
<br />LEAST TEN FEET FROM ANY EXISTING OR PROPOSED 'ON -SITE SEWAGE TREATMENT AND
<br />DISPOSAL SYSTEM' AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002,
<br />FAC.
<br />GENERAL LANDSCAPE NOTES:
<br />1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES AND UNDERGROUND
<br />STRUCTURES, BEFORE PERFORMING ANY WORK. ANY CONFLICTS SMALL BE IMMEDIATELY
<br />BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR RESOLUTION.
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION AND PROTECTION OF ALL
<br />SITE CONDITIONS TO REMAIN FROM DAMAGE DUE TO HIS WORK. IN THE EVENT OF DAMAGE,
<br />ALL DAMAGE SHALL BE COMPLETELY REPAIRED TO ITS ORIGINAL CONDITION. ALL COST OF
<br />SUCH WORK SHALL RESPONSIBILITY OF THE CONTRACTOR.
<br />3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED DAMAGE OR CUTTING OF
<br />EXISTING TREES TO REMAIN ON SITE, DAMAGE MAY BE CAUSED BY OPERATION OF
<br />EQUIPMENT, STOCKPILING OF MATERIALS, ETC. DAMAGE ALSO INCLUDES THE COMPACTION OF
<br />THE ROOT ZONE BY DRIVING OR PARKING INSIDE THE DRIP-UNE OF TREES OR THE
<br />SPILLAGE OF DELETERIOUS CHEMICALS, OILS, DIESEL, ETC. WITHIN THE DRIP-UNE OF TREES.
<br />4. EXISTING TREES AND PALMS WITHIN AND ADJACENT TO THE UMITS OF CONSTRUCTION AND
<br />SPECIFIED TO REMAIN ARE TO BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS
<br />WITH TREE BARRICADES PER LOCAL REGULATORY AGENCY REQUIREMENTS.
<br />5. THE CONTRACTOR SHALL PROVIDE AN INTERNATIONAL SOCIETY OF ARBORIST (ISA) CERTIFIED
<br />ARBORIST WITH A MINIMUM OF 5 YEARS EXPERIENCE WITH SIMILAR PROJECTS, TO DIRECT
<br />APPROPRIATE PRUNING (ROOTS, BRANCHES) AND/OR OTHER TREATMENT NECESSARY TO
<br />ENSURE THE HEALTH, VIABILITY AND ATTRACTIVENESS OF TREES TO REMAIN. THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE CERTIFIED ARBORIST'S
<br />INSTRUCTIONS.
<br />S. ALL LANDSCAPE AREAS AND AROUND EXISTING TREES SHALL BE MULCHED UTILIZING
<br />SHREDDED MELALEUCA OR PINE BARK NUGGETS (10OX ORGANIC). MULCH SHALL BE
<br />INSTALLED TO A WETTED DEPTH OF 3'. MULCH SHALL BE FREE OF EXTRANEOUS DEBRIS.
<br />7. ALL PLANT MATERIAL SHALL BE NURSERY GROWN AND SHALL COMPLY WITH ALL REQUIRED
<br />INSPECTIONS, GRADING STANDARDS AND PLANT REGULATIONS, AS SET FORTH BY THE
<br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES DIVISION OF PLANT
<br />INDUSTRY 'GRADES AND STANDARDS FOR NURSERY PUNTS', LATEST EDITION. ALL PLANT
<br />MATERIAL SHALL ALSO CONFORM TO ANSI STANDARDS FOR NURSERY STOCK (ANSI
<br />Z60.1-1990). THE MINIMUM GRADE FOR ALL PUNT MATERIALS SHALL BE FLORIDA 01.
<br />B. THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATER; OVER THE AMOUNT OF WATER
<br />SUPPLIED BY THE IRRIGATION SYSTEM, FOR THE ESTABLISHMENT TO ALL NEWLY INSTALLED
<br />TREES AND PALMS FOR 90 DAYS, COMMENCING IMMEDIATELY AFTER INSTALLATION. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO ADJUST WATERING AMOUNTS AND FREQUENCY TO ENSURE
<br />PROPER ESTABLISHMENT OF ALL PLANT MATERIAL
<br />9. PLANTING AREAS SHALL BE FREE OF EXTRANEOUS MATERIALS AND CAPABLE OF PERCOLATION
<br />PRIOR TO PLANTING AND PREPARED SOIL BACKFILL
<br />10. HEDGES SHALL BE A MINIMUM OF 2' IN HEIGHT AND FULL TO THE BASE, PUNTED ON 2'
<br />ON CENTER WHEN SHRUBS ARE USED AS A SCREEN FOR VUA.
<br />11. ALL LANDSCAPE CONSTRUCTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE
<br />LOCAL REGULATORY AGENCY LANDSCAPE CODE.
<br />12. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.
<br />THE OWNER RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY
<br />ITEMS WHICH, IN HIS OPINION, DO NOT MEET INDUSTRY STANDARDS OR PRESENT AN
<br />ORDERLY AND WORKMANLIKE APPEARANCE, PROVIDED THAT SUCH ITEMS CAN BE INSTALLED
<br />PROPERLY USING STANDARD INDUSTRY PRACTICES.
<br />13. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN HIS FINISHED WORK FROM THE TIME OF
<br />INSTALLATION IS COMPLETE TO THE TIME OF FINAL ACCEPTANCE BY THE OWNER. THE
<br />CONTRACTOR SHALL PROVIDE THE OWNER WITH A i-YEAR WARRANTY ON THE INSTALLED
<br />PLANT MATERIAL AND A 90-DAY WARRANTY ON SOD.
<br />14. PLANTING SOIL SHALL BE FERTILE, NATURAL TOPSOIL, TYPICAL TO THE LOCALITY, OBTAINED
<br />FROM WELL DRAINED AREAS. IT SHALL BE WITHOUT ADMIXTURE OF SUBSOIL OR CLAYS AND
<br />SHALL BE FREE OF STONES, LUMPS, STICKS, PLANTS, ROOTS, TOXIC SUBSTANCES OR OTHER
<br />EXTRANEOUS MATTER THAT MAY BE HARMFUL TO PLANT GROWTH OR INTERFERE WITH
<br />FUTURE MAINTENANCE
<br />15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF SOILS AND MAKE THE
<br />NECESSARY ADJUSTMENTS OR AMENDMENTS FOR LONG TERM PLANT HEALTH AND VITALITY.
<br />16. SOD SHALL BE OF KIND AND PLACED AS SHOWN ON THE PLANS. SOD SHALL BE WELL
<br />MATTED WITH GRAY ROOTS. SOD SHALL BE IN 12'X14' RECTANGLES, HAVING A MINIMUM
<br />THICKNESS OF 2', AND SHALL BE FRESH, LIVE AND UNINJURED AT TIME OF PLANTING. SOD
<br />SHALL BE CERTIFIED AS FREE OF WEEDS AND OTHER GRASSES, HAVING SUFFICIENT SOIL
<br />MAT TO ADHERE FIRMLY TO ROOTS FOR HANDLING. SOD SHALL BE PLANTED WITHIN 72
<br />HOURS OF BEING HARVESTED AND ROLLED IMMEDIATELY AFTER INSTALLATION.
<br />17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL STAKING OF TREES AND PALMS
<br />BASED ON SITE CONDITIONS, TO PROVIDE FOR THE STABILITY OF THE TREE AND PALM
<br />MATERIALS AND TO PROTECT THE HEALTH AND SAFETY OF THE PUBLIC/PROPERTY.
<br />18. TREE AERATION SYSTEM SHALL MEET THE MINIMUM REQUIREMENTS OF LOCAL GOVERNING
<br />AGENCY AND UNDER THE SUPERVISION OF THE CERTIFIED ARBORIST. THE CERTIFIED
<br />ARBORIST SHALL ADJUST THE REQUIREMENTS OF THE AERATION SYSTEM IN THE FIELD TO
<br />ACCOUNT FOR ACTUAL FIELD CONDITIONS AND THE ROOT SYSTEM OF THE TREE
<br />FDOT GENERAL NOTES:
<br />ALL WORK PERFORMED WITHIN THE COUNTY/CITY R/W SHALL CONFORM TO:
<br />1. FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2010 EDITION)
<br />(AKA STANDARD SPECS).
<br />2. FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND OPERATIONS ON
<br />THE STATE HIGHWAY SYSTEM, 2010 EDITION, (AKA STANDARD INDEX). COMPLIANCE WITH ALL
<br />APPLICABLE INDICES IS REQUIRED.
<br />3. FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY PLANS PREPARATION MANUAL, VOLUME
<br />1, CHAPTERS 2 AND 25. (REVISED 2010) 4. FLORIDA DEPARTMENT OF TRANSPORTATION FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW
<br />CONSTRUCTION AND PAVEMENT REHABILITATION, MARCH 2O08.
<br />5. ALL TRAFFIC STRIPES AND MARKINGS ARE TO BE LEAD-FREE, NON -SOLVENT BASED
<br />THERMOPLASTIC. THE PERMn7EE SHALL FURNISH THE DEPARTMENT WITH THE
<br />MANUFACTURER'S CERTIFICATION THAT THE THERMOPLASTIC IS 'LEAD FREE'.
<br />6. LANE CLOSURE SHALL OCCUR BETWEEN 9:00 P.M. AND 3:30 A.M. UNLESS LANE CLOSURE
<br />CALCULATIONS ARE PROVIDED AND APPROVED OR APPROVAL IS GRANTED BY THE DISTRICT
<br />PERMIT ENGINEER.
<br />7. THE PERMIT PLANS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER
<br />REGISTERED IN THE STATE OF FLORIDA. THE PERMITTEE'S ENGINEER OF RECORD (EOR) IS
<br />RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE DESIGN PUNS. THE FOR IS
<br />RESPONSIBLE FOR ANY ERRORS OR OMISSIONS IN THE PLANS SUBMITTED FOR PERMITTING.
<br />B. CALL FOOT MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING.
<br />9. PER FAC RULE CHAPTER 14-96.007(5)(C)8, BEFORE CONSTRUCTION BEGINS, THE APPLICANT
<br />OR THE APPLICANT'S CONTRACTOR SHALL DELIVER TO THE DEPARTMENT PROOF OF LIABILITY
<br />INSURANCE.
<br />10. THE DEPARTMENT REQUIRES DOCUMENTATION OF SUCCESSFUL COMPLETION OF AN APPROVED
<br />WORK ZONE TRAFFIC CONTROL COURSE FOR THE AGENCY, UTILITY OR CONTRACTOR
<br />EMPLOYEE(S) INSTALLING AND/OR MAINTAINING THE APPROVED MAINTENANCE OF TRAFFIC
<br />PUN. DOCUMENTATION IS TO BE FURNISHED TO THE DEPARTMENT AT THE
<br />PRE -CONSTRUCTION MEETING F EETI C OR BEFORE OCCUPYING THE STATE RIGHT OF WAY. ALL LANE
<br />CLOSURES MUST BE APPROVED IN ADVANCE BY FOOT.
<br />11. A COPY OF THE APPROVED PERMIT AND DRAWINGS MUST BE ON THE JOBSTTE FOR WORK
<br />TO BEGIN IN THE FOOT RIGHT OF WAY.
<br />12. ANY SIDEWALK DISTURBED WILL BE REPLACED, BY SECTION, TO FOOT SPECIFICATIONS,
<br />13. ALL PORTIONS OF FDOT RIGHT OF WAY DISTURBED MUST BE SODDED.
<br />14. NEW SIDEWALK PERMITTED TO CITY OR COUNTY ONLY AND SHALL INCORPORATE HANDICAP
<br />RAMPS WHERE SIDEWALK INTERSECTS ROADS AND STREETS,
<br />15. IN ACCORDANCE WITH FLORIDA STATUTE 335.1825 (2). THE PERMITTEE, HOWEVER, SHALL
<br />BEAR REQUIRED THE COST OF ALTERATION OF ANY CONNECTION WHICH IS REQUIRED BY
<br />THE DEPARTMENT DUE TO INCREASED OR ALTERED TRAFFIC FLOWS GENERATED BY CHANGES
<br />IN THE FACILITIES OR NATURE OF BUSINESS CONDUCTED AT THE LOCATION SPECIFIED IN
<br />THE PERMIT, IF THE DEPARTMENT ESTABLISHES THE NEED FOR SUCH ALTERATION.'
<br />16. ALL CONSTRUCTION AND/OR MAINTENANCE IN THE FOOT R/W SHALL CONFORM TO THE
<br />FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE DEPARTMENT'S
<br />ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD
<br />AND BRIDGE CONSTRUCTION.
<br />17. IF CONSTRUCTION, RECONSTRUCTION, REPAIR OR MAINTENANCE ACTIVITY NECESSITATES THE
<br />CLOSING OF ONE OR MORE TRAVEL LANES OF ANY ROAD ON THE STATE PRIMARY, COUNTY
<br />ROAD OR CITY STREET SYSTEM, FOR A PERIOD OF TIME EXCEEDING TWO HOURS. THE PARTY
<br />PERFORMING SUCH WORK WILL BE RESPONSIBLE TO GIVE NOTICE TO THE APPROPRIATE LAW
<br />ENFORCEMENT AGENCY WHICH HAS JURISDICTION WHERE SUCH ROAD IS LOCATED PRIOR TO
<br />COMMENCING WORK ON THIS PROJECT. FLORIDA STATUTE 335.15 AND 336.07.
<br />18. OPEN CUTTING OF ROADWAY FOR INSTALLATION OF UTILITY OR DRAINAGE FACILITIES WILL NOT
<br />BE ALLOWED WITHOUT PRIOR APPROVAL FROM FOOT. ANY PROPOSED OPEN CUTS MUST BE
<br />CLEARLY NOTED ON THE PLANS AND A SEPARATE LETTER MUST BE OBTAINED.
<br />19. NOTE THAT SIDEWALK SHALL BE CONSTRUCTED PER FOOT INDEX 304 AND 310. DETECTABLE
<br />WARNING STRIPS, AKA TRUNCATED DOMES, FOR DISTRICT SEVEN CONSTRUCTION AND
<br />MAINTENANCE SHOULD BE EITHER INSET CERAMIC TILES OR THERMOPLASTIC DETECTABLE
<br />WARNING STRIPS. THESE WARNING SURFACES SHALL 0 SHALL ONLY BE PROVIDED BY THE
<br />FOLLOWING VENDORS/MANUFACTURERS OR AS APPROVED BY THE ENGINEER.
<br />1. INUNE TRUNCATED DOME EZ TILE SUPPLED BY PROFESSIONAL PAVEMENT PRODUCTS
<br />2. TOPMARK SUPPLIED BY FLINT TRADING
<br />3. VANGUARD TRUNCATED DOMES SUPPLIED BY VANGUARD
<br />20. NOTE THAT DRIVEWAYS ARE TO BE CONSTRUCTED PER FDOT INDEX 515. THOUGH INDEX 515
<br />ALLOWS A 2% SLOPE ACROSS SIDEWALKS, CURRENT ADA REQUIREMENTS ARE THAT 2X IS
<br />MAXIMUM ALLOWABLE SLOPE AS CONSTRUCTED. PLEASE DESIGN SIDEWALK SLOPES WITHIN
<br />FOOT RIGHT OF WAY AT 1.511T TO ALLOW CONSTRUCTION VARIANCES.
<br />21. NOTE THAT TRAFFIC SIGNALS ARE TO REMAIN IN ACTUATION DURING CONSTRUCTION.
<br />SC-1 TESTING SCHEDULE
<br />NOTE: GOVERNING AGENCY REQUIREMENTS SUPERSEDE THESE REQUIREMENTS.
<br />ITEM
<br />TEST
<br />TESTFREQUENCY
<br />EMBANKMENT
<br />OPTIMUM MOISTUREIMAXIMUM DENSITY
<br />PER SOIL TYPE
<br />100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99S7
<br />ONE PER SOO FEET
<br />D-fi98-70 NO TOLERANCE ( )
<br />HORIZONTALLY, IN 12 INCH LIFTS
<br />UTILITY TRENCH BACKFILL
<br />OPTIMUM MOISTURE/MAXIMUM DENSITY
<br />PER SOIL TYPE
<br />OVER PIPELINES AND AROUND
<br />96%OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T'80-57 (ASTM
<br />STRUCTURES FROM R.O. W.
<br />01557.70) - MINUS 3% TOLERANCE
<br />LINE TO R.O.W. LINE
<br />UTILITY TRENCH BACKFILL
<br />OPTIMUM MOISTURE/MAXIMUM DENSITY
<br />PER SOIL TYPE
<br />OVER PIPELINES AND AROUND
<br />95% OF MAXIMUM DENSITY AS
<br />STRUCTURES OUTSIDE
<br />DETERMINED BY AASHTO Ti8O57(ASTM D1557-70)-MINUS 3%TOLERANCE
<br />THE R.O.W.
<br />STABILIZED SUBGRADE
<br />OPTIMUM MOISTUREIMAXIMUM DENSITY
<br />PER MATERIAL TYPE
<br />MINIMUM a0 LBR
<br />••• PER MATERIAL TYPE
<br />98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T•OG-57(ASTM
<br />'••
<br />D1557-70) - NO TOLERANCE
<br />BASE
<br />OPTIMUM MOISTURE/MAXIMUM DENSITY
<br />PER SOURCE
<br />(OTHER THAN SOIL CEMENT)
<br />MINIMUM 100 LBR
<br />PER SOURCE
<br />98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO 71 SO-57 (ASTM
<br />•'• EACH LIFT
<br />01557-70) - NO TOLERANCE
<br />GRADATION, ATTERBURG LIMITS
<br />PER SOURCE
<br />CONCRETE
<br />SLUMP TEST
<br />ONE PER SET OF CYLINDERS
<br />COMPRESSIVE STRENGTH CYLINDERS
<br />ONE SET OF THREE (3) CYLINDERS FOR
<br />100 CUBIC YARDS OR FRACTION THEREOF
<br />AIR CONTENT
<br />ONE PER SET OF CYLINDERS
<br />ASPHALTIC CONCRETE
<br />AGGREGATE ANALYSIS
<br />ONE PER DESIGN
<br />DESIGN MIX
<br />ONE PER TYPE
<br />BITUMEN CONTENT
<br />ONE PER DAY
<br />GRADATION STABILITY FLOW
<br />ONE PER DAY
<br />PROPERTIES OF IN PACE MATERIALS (MARSHALL)
<br />ONE PER DAY
<br />THICKNESS
<br />•••
<br />95% OF LAB DENSITY
<br />•••
<br />• TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. TESTS SHALL BE •+ FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM
<br />PERFORMED ON UCH LIFT, EXCEPT THAT TESTS SHALL NOT BE FURTHER APART DENSITY (AASHTO-T99) PER FOOT SUPPLEMENTAL SPECIFICATIONS SUB ARTICLE
<br />THAN ONE (1) FOOT VERTICALLY. FIELD DENSITIES SHALL BE TAKEN OVER ALL '25-8.3.2 AS MODIFIED.
<br />ROAD CROSSINGS. FIELD DENSTES FOR SANITARY .ONES SHAL_ BE STAGGERED
<br />TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE A MINIMUM OF ••• TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL
<br />ONE (1) TEST SERIES FOR EACH 12 INCHES OF UFT OVER PIPELINE BETWEEN BE NO LESS THAN ONE (1) TEST PER STREET.
<br />MANHOLE. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 12 INCH LIFTS.
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<br />Comm. No: 12010.00
<br />Date: 01 / 16/ 14
<br />DIaWR: KLD
<br />Revised:
<br />70"1110111'awIR Knam
<br />.HIV NQ 1PWCaIPK [GAILY e1M
<br />" I/YY IAAU*M (EDIT
<br />LAUREN D. CAMPO, P.E. NO. 57421 '
<br />9) 2014 HARVARD JOLLY, INC.
<br />January 13, 2014
<br />DATE (SEAL) C-2
<br />
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