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<br />GENERAL
<br />MATERIALS
<br />1.
<br />THE STANDARD SPECIFICATIONS LISTED ON THESE CONSTRUCTION PLANS AND SUBSEQUENT DETAILS ARE ALL TO BE CONSIDERED AS PART ON THE
<br />1.
<br />MATERIALS REQUIRED AND FABRICATION DETAILS SHALL BE AS SPECIFIED ON THE DRAWINGS AND AS WITHIN THIS DOCUMENT. THE CONTRACTOR
<br />CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED BUT ARE TO
<br />SHALL CONFORM TO MANUFACTURE DETAILS AND INSTALLATION METHODS.
<br />BE CONSIDERED A PART OF THE CONTRACT.
<br />2.
<br />COMPACTED BACKFILL:
<br />2.
<br />NO CONSTRUCTION PLANS SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "CONSTRUCTION". PRIOR TO COMMENCEMENT OF
<br />A. COMPACTED BACKFILL SHALL CONSIST OF CLEAN GRANULAR FILL MATERIAL, FREE OF DEBRIS, FOREIGN MATERIALS, ORGANIC MATERIAL AND
<br />A
<br />CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THEIR WORK WITH THE ACTUAL CONDITIONS AT THE
<br />SATISFY SP OR SP-SM ACCORDING TO THE UNITED STATES SOIL CLASSIFICATION SYSTEM.
<br />JOB SITE. IF THERE ARE ANY DISCREPANCIES FROM WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE OR SHE MUST IMMEDIATELY REPORT SAME
<br />B. BACKFILL TO BE PLACED IN 12-INCH (MAX) LIFTS AND COMPACTED USING MECHANICAL METHODS (E.G. ROLLER). TO ACHIEVE 95 PERCENT
<br />TO THE ENGINEER BEFORE DOING ANY WORK, OTHERWISE THE CONTRACTOR ASSUMES FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT
<br />MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTMD1557).
<br />BETWEEN THE CONSTRUCTION PLANS, STANDARD SPECIFICATIONS AND/OR SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN
<br />C. SOIL BELOW PAVEMENT SHALL BE COMPACTED SO THAT THE SOIL DENSITY 12 INCHES BELOW PAVEMEMT SECTION IS AT LEAST 98% OF
<br />INSTRUCTIONS FROM THE ENGINEER PRIOR TO PROCEEDING WITH ANY PART OF THE WORK AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO
<br />MODFIED PROCTOR MAXIMUM DRY DENSITY (ASTMD1557).
<br />SECURE SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY
<br />DOUBT OR QUESTION ARISING WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS OR SPECIFICATIONS, THE DECISION OF THE
<br />3.
<br />CONCRETE:
<br />ENGINEER SHALL BE FINAL AND CONCLUSIVE.
<br />A. CONCRETE SHALL BE 8 INCHES THICK AND POURED WITHOUT CONSTRUCTION JOINTS.
<br />B. CONCRETE SHALL HAVE A 4,000 PSI STRENGTH AT 28 DAYS AND SHALL CONTAIN STRUCTURAL SYNTHETIC FIBERS (EUCLID TUF-STRAND SF), OR
<br />3.
<br />ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE GUARANTEED AGAINST ALL DEFECTS IN MATERIALS AND WORKMANSHIP OR WHATEVER
<br />SIMILAR.
<br />NATURE BY THE CONTRACTOR AND HIS SURETY FOR A PERIOD OF 12 MONTHS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE
<br />C. USE 6X6 W2.9 X W2.9 WELDED WIRE FABRIC (WWF) IN DOLLY PADS.
<br />ENGINEER.
<br />D. A CLEAR COVER OF 3 INCHES IN ALL DIRECTIONS IS REQUIRED FOR ALL WWF PLACEMENT.
<br />E. FINAL FINISH SHALL BE BROOM FINISH,
<br />4.
<br />BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED AND APPROVED BY THE OWNER OR HIS
<br />F. ALL CONTROL JOINTS SHALL BE PRIMED WITH THIOKOL 415 PRIMER AT 3 - 5 MILS AND SEALED WITH THOKOL 2235M SEALANT. BACKER ROD TO BE
<br />REPRESENTATIVE. FINAL PAYMENT WILL BE MADE AFTER ALL OF THE CONTRACTORS' WORK HAS BEEN APPROVED AND ACCEPTED, AND IN
<br />PLACED IN EACH JOINT PRIOR TO SEALANT APPLICATION.
<br />ACCORDANCE WITH THE CONTRACT DOCUMENTS.
<br />5.
<br />DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AT THE CONCLUSION OF EACH DAY.
<br />SOIL EROSION AND SEDIMENT CONTROL (SESC)
<br />6.
<br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE FROM THE SITE ANY AND ALL MATERIALS AND DEBRIS WHICH RESULT FROM
<br />CONSTRUCTION AND DEMOLITION OPERATIONS.
<br />1.
<br />SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NPDES GENERAL PERMIT. ANY SOIL EROSION CONTROL OR
<br />B
<br />SEDIMENT CONTROL MEASURES, IN ADDITION TO THOSE OUTLINED IN THESE PLANS AND WHICH ARE DEEMED NECESSARY BY THE OWNER, ENGINEER
<br />7.
<br />THE CONTRACTOR SHALL COMPLY WITH AND OBSERVE THE RULES AND REGULATIONS OF O.S.H.A. AND APPROPRIATE AUTHORITIES REGARDING
<br />AND/OR REGULATORY ENGINEER, SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR.
<br />SAFETY PROVISIONS.
<br />2.
<br />ALL DRAINAGE STRUCTURES, PIPES, SWALES, AND OTHER AREAS ACCUMULATING SEDIMENT ARE TO BE CLEANED AT THE END OF THE PROJECT
<br />8.
<br />THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, TIME
<br />PRIOR TO FINAL ACCEPTANCE. CLEANING MAY ALSO BE REQUIRED DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT IF IT IS
<br />OF PERFORMANCE, PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
<br />DETERMINED THAT THE SILT AND DEBRIS TRAPS ARE NOT FUNCTIONING PROPERLY OR EXCESS DEBRIS HAS COLLECTED.
<br />EXECUTION OF HIS WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS.
<br />3.
<br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE FROM THE SITE ANY AND ALL MATERIALS AND DEBRIS WHICH RESULT FROM
<br />9.
<br />ALL CONTRACTORS AND THEIR SUBCONTRACTORS OR ANY TIER SHALL INDEMNIFY THE OWNER AND ENGINEER FROM ALL LIABILITY RESULTING FROM
<br />CONSTRUCTION/DEMOLITION OPERATIONS.
<br />ANY NEGLIGENT ACT OR OMISSION WITH THEIR CONSTRUCTION, INSTALLATION, AND TESTING OR WORK ON THIS PROJECT AND SHALL NAME THEM AS
<br />ADDITIONAL INSURED ON THEIR COMMERCIAL GENERAL LIABILITY POLICIES FOR CLAIMS ARISING OUT OF THE WORK ON THIS PROJECT. A PROPER
<br />4.
<br />THE DISTURBED AREAS SHALL BE SEEDED OR SODDED UPON COMPLETION OF DISTURBANCE.
<br />CERTIFICATE OF INSURANCE SHALL BE ISSUED PRIOR TO THE START OF CONSTRUCTION.
<br />5.
<br />NO AREA SHALL REMAIN UNSEEDED OR SODDED LONGER THAN 14 DAYS FROM LAST TIME OF DISTURBANCE.
<br />10.
<br />ELECTRIC, TELEPHONE, NATURAL GAS, AND OTHER UTILITY COMPANIES MAY HAVE UNDERGROUND AND/OR OVERHEAD SERVICE FACILITIES IN THE
<br />VICINITY OF THE PROPOSED WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITY COMPANIES LOCATE THEIR FACILITIES IN
<br />6.
<br />THE CONTRACTOR SHALL PERFORM AND DOCUMENT ROUTINE INSPECTIONS OF THE SOIL EROSION AND SEDIMENT CONTROLS AS REQUIRED BY THE
<br />THE FIELD PRIOR TO CONSTRUCTION AND SHALL ALSO BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OF THESE FACILITIES. THE
<br />ENVIRONMENTAL RESOURCE PERMIT (ERP). THE INSPECTOR SHALL BE QUALIFIED TO PERFORM THE REQUIRED INSPECTIONS. INSPECTION RECORDS
<br />CONTRACTOR SHALL CALL 811 FOR UTILITY LOCATIONS.
<br />SHALL BE MAINTAINED ON SITE AND PROVIDED TO THE OWNER AT THE END OF THE JOB, OR UPON REQUEST.
<br />11.
<br />THE CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT ON THE PROJECT SITE AT ALL TIMES IRRESPECTIVE OF THE AMOUNT OF WORK
<br />SUBLET. THE SUPERINTENDENT SHALL BE CAPABLE OF READING AND UNDERSTANDING THE PLANS AND SPECIFICATION, SHALL HAVE FULL AUTHORITY
<br />SITE RESTORATION AND PLANTING
<br />C
<br />TO EXECUTE ORDERS TO EXPEDITE THE PROJECT, AND SHALL BE RESPONSIBLE FOR SCHEDULING AND HAVE CONTROL OF ALL WORK AS THE AGENT
<br />OF THE CONTRACTOR. FAILURE TO COMPLY WITH THIS PROVISION WILL RESULT IN A SUSPENSION OF WORK.
<br />1.
<br />THE DISTURBED AREA SHALL HAVE 6-INCH OF TOPSOIL (WEED FREE) SPREAD PRIOR TO SEEDING. AFTER THE AREAS TO BE SEEDED HAVE BEEN
<br />BROUGHT TO THE GRADES INDICATED ON THE ACCOMPANYING PLANS, ANY GROSS IRREGULARITIES IN THE SURFACE RESULTING FROM THEIR
<br />12.
<br />THE CONTRACTOR SHALL KEEP A SET OF "APPROVED" CONSTRUCTION PLANS ON THE JOB SITE, AND SHALL MAINTAIN (AS INDICATED HEREIN AND
<br />OPERATIONS SHALL BE SMOOTHED OUT BEFORE SEEDING OPERATIONS ARE BEGUN. ALL UNSUITABLE MATERIAL LARGER THAN ONE 1-INCH IN ANY
<br />ELSEWHERE WITHIN THESE CONSTRUCTION NOTES, SPECIFICATION, AND PLANS) A LEGIBLE RECORD ON SAID PLANS OF ANY
<br />DIMENSION SHALL BE REMOVED AND DISPOSED OF DURING THIS OPERATION.
<br />MODIFICATIONS/ALTERATIONS TO ALIGNMENT AND/OR TO PLANS AND SPECIFICATIONS OF PROPOSED IMPROVEMENTS, ETC. UPON COMPLETION OF
<br />THE CONTRACTORS' WORK, SAID PLANS AND INFORMATION SHALL BE PROVIDED TO THE ENGINEER. FINAL CONTRACT PAYMENT SHALL NOT COME DUE
<br />2.
<br />SEED SHALL BE INSTALLED INTO RECENTLY GRADED SOIL BY USE OF A NO -TILL DRILL SEEDER DESIGNED SPECIFICALLY TO HANDLE NATIVE SEEDS. AN
<br />UNTIL THIS INFORMATION IS RECEIVED BY THE ENGINEER.
<br />APPROPRIATE COVER CROP SHOULD BE INSTALLED WITH ALL SEED MIXES. SEEDING SHOULD OCCUR IN THE LATE FALL OR SPRING AND EARLY
<br />SUMMER. IF A FALL PLANTING IS PERFORMED ATTENTION SHOULD BE PAID TOWARDS PROTECTING THE SEED FROM EROSION DURING THE WINTER
<br />13.
<br />THESE PLANS ARE NOT SUITABLE FOR MACHINE GUIDANCE USE OR PURPOSES. THE ELEVATIONS AND CONTOURS ON THE PLANS ARE ASSUMED TO BE
<br />MONTHS. THE DRILL SEEDER OPERATOR SHOULD PLANT PERPENDICULAR TO THE DIRECTION OF THE SLOPE TO ENSURE SEED STABILITY. IF LATE FALL
<br />NGVD 1929, U.S. SURVEY FEET.
<br />PLANTING IS NOT PRACTICABLE, THEN THE FOLLOWING SHALL APPLY. SEED SHALL BE DRILLED WITH OVERLAPPING PLANTING ZONES IN DRY AREAS
<br />AND TIMES.
<br />14.
<br />CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER AND SEQUENCE THAT EROSION AND AIR AND WATER POLLUTION ARE
<br />MINIMIZED AND HELD WITHIN LEGAL LIMITATIONS.
<br />3.
<br />TO MINIMIZE EROSION AFTER SEEDING, EROSION BLANKET SHALL BE INSTALLED IN SWALES, ON BASIN SIDE SLOPES, AND ANY SLOPES STEEPER THAN
<br />10 PERCENT TO MAINTAIN SOIL MOISTURE AND MINIMIZE EROSION AS SPECIFIED IN THE SOIL EROSION AND SEDIMENT CONTROL SECTION.
<br />15.
<br />THE COMPLETED JOB SHALL CONFORM TO THE LAYOUT, ELEVATIONS, AND SPECIFICATIONS CONTAINED WITHIN THE PLAN SET.
<br />EARTHWORK
<br />D
<br />1.
<br />PRIOR TO ONSET OF GRADING OPERATIONS, THE CONTRACTOR SHALL FAMILIARIZE THE CREW WITH THE SOIL EROSION CONTROL SPECIFICATIONS.
<br />THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES AND THE PLACEMENT OF SILT FENCING, ETC. TO PROTECT ADJACENT PROPERTY
<br />AND ROAD RIGHT OF WAY SHALL OCCUR BEFORE GRADING BEGINS, AND IN ACCORDANCE WITH THE SOIL EROSION CONTROL CONSTRUCTION
<br />SCHEDULE.
<br />2.
<br />THE GRADING OPERATIONS ARE TO BE CLOSELY SUPERVISED AND INSPECTED, PARTICULARLY DURING THE REMOVAL OF UNSUITABLE MATERIAL AND
<br />EXISTING INFRASTRUCTURE, BY THE CONTRACTOR.
<br />3.
<br />THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANS ARE FINISHED GRADE. TOPSOIL IS TO BE PLACED BEFORE FINISHED GRADE
<br />ELEVATIONS ARE ACHIEVED.
<br />4.
<br />THE BACKFILL MATERIAL SHALL BE PLACED IN LEVEL UNIFORM LAYERS. EACH LAYER SHALL BE THOROUGHLY MIXED DURING SPREADING TO INSURE
<br />UNIFORMITY.
<br />5.
<br />THE WORK AREA SHALL BE CLEARED OF SOD AND RUBBISH.
<br />6.
<br />THE PLACING AND SPREADING OF THE FILL MATERIAL SHALL BE STARTED AT THE LOWEST POINT AND THE FILL SHALL BE BROUGHT UP IN
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<br />APPROXIMATELY HORIZONTAL LAYERS NOT EXCEEDING 3-INCH LIFTS FOR HAND COMPACTION, 6-INCH LIFTS FOR RUBBER TIRED AND MANUALLY
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<br />DIRECTED POWER TAMPERS, AND 12-INCH FOR VIBRATORY DRUM ROLLER. EACH LAYER SHALL BE SPREAD, PROCESSED, AND COMPACTED. THE
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<br />MOISTURE CONTENT OF THE FILL MATERIAL AND FOUNDATIONS SHALL BE SUCH THAT THE REQUIRED COMPACTION CAN BE OBTAINED. TOPSOIL SHALL
<br />BE PLACED IN A LOOSE LIFT AND NOT COMPACTED.
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<br />GeosyntecO'Wtin
<br />consultants C O N S T R U C T I O N
<br />12802 TAMPA OAKS BLVD., SUITE 151 ALSTON CONSTRUCTION
<br />TAMPA, FL 33637 USA ONE O'HARE CENTER
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<br />TELEPHONE: 813 558 0990 6250 N. RIVER ROAD, SUITE 4050
<br />AUTHORIZATION NUMBER 4321 ROSEMONT, IL 60018 USA
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<br />TITLE:
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<br />GENERAL NOTES
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<br />PROJECT: NESTLE ZEPHYRHILLS PLANT
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<br />4330 20th STREET, ZEPHYRHILLS, PASCO COUNTY FLORIDA
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<br />SITE:
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<br />TRUCK PARKING MODIFICATIONS
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<br />THIS DRAWING MAY NOT BE ISSUED
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<br />FOR PROJECT TENDER OR DESIGN BY: MHS DATE: OCTOBER 2019
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<br />CONSTRUCTION, UNLESS SEALED.
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<br />DRAWN BY: MRM PROJECT NO.: FL3619
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<br />SIGNATURE CHECKED BY: MHS FILE: FL3619PO2
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<br />REVIEWED BY: TDA DRAWING NO.:
<br />PERMIT DRAWING - NOT FOR CONSTRUCTION
<br />DATE
<br />APPROVED BY: MHS 2
<br />MICHAEL H. SCOTT, PE -LICENSE N0. 72475 OF
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