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<br />E TION 13, TOWN HIP 26 1 RAN E 21E
<br />,GENERAL CONSTRUCTION NOTES GRADING NOTES
<br />1 THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT
<br />THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH
<br />THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. HE SHALL VISIT
<br />THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. HE SHALL CLEAR AND GRUB ALL
<br />AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK AND ALL OTHER
<br />DELETERIOUS MATERIAL.
<br />2. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE
<br />ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY
<br />VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING
<br />UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY
<br />ACCURATE. THE LOCATIONS SHOWN ARE FOR BIDDING PURPOSES ONLY. FINDING THE ACTUAL
<br />LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE
<br />BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE
<br />FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY
<br />LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL
<br />ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE
<br />OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY
<br />BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A
<br />UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR
<br />PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.
<br />3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY
<br />HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING
<br />WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES
<br />PRIOR TO BEGINNING CONSTRUCTION. A LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR
<br />MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE
<br />CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE
<br />UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND
<br />BONDS PRIOR TO CONSTRUCTION.
<br />5. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE
<br />CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS, AND COPIES
<br />OF ANY REQUIRED CONSTRUCTION PERMITS.
<br />6. ANY DISCREPANCIES ON THE CONSTRUCTION DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE
<br />ATTENTION OF THE OWNER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM
<br />DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE
<br />ENGINEER.
<br />7. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO
<br />THE OWNER AND TO THE ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY WITHIN ONE
<br />(1) WEEK OF TESTS BEING PERFORMED.
<br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD
<br />SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF
<br />FLORIDA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE
<br />REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL CERTIFIED
<br />RECORD SURVEYS SHALL BE PROVIDED TO THE ENGINEER AT LEAST 60 DAYS PRIOR TO POSSESSION.
<br />ALL SURVEY COSTS WILL BE THE CONTRACTOR'S RESPONSIBILITY. ALL RECORD SURVEYS SHALL
<br />ALSO BE PROVIDED TO THE ENGINEER IN ELECTRONIC DWG FORMAT 60 DAYS PRIOR TO POSSESSION.
<br />9. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL
<br />AGENCIES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED
<br />BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.
<br />10. ALL VEGETATION FROM CLEARING / GRUBBING WILL BE DISPOSED OF OFF -SITE.
<br />LEGAL DESCRIPTION
<br />SEE SURVEY SHEETS FOR LEGAL DESCRIPTIONS OF ALL PARCELS.
<br />LIST OF CONTACTS
<br />1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
<br />ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS
<br />OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN
<br />THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.
<br />THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72
<br />HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT
<br />SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
<br />UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE
<br />PLANS.
<br />2. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
<br />3. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
<br />4. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 0.5 FOOT.
<br />5. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 0.5 FOOT.
<br />6. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION
<br />AT STRUCTURE IS WATERTIGHT.
<br />7. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND
<br />SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL
<br />BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
<br />8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE
<br />EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE
<br />ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
<br />9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL
<br />NATURAL AND PAVED AREAS.
<br />10. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND
<br />SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS
<br />SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY,
<br />AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO
<br />THE OWNER FOR REVIEW.
<br />11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
<br />CONSTRUCTED TO SAME.
<br />12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT
<br />FROM INVERT IN TO INVERT OUT.
<br />13. PIPE LENGTHS LISTED ARE BASED ON HORIZONTAL DISTANCE FROM CENTER OF
<br />STRUCTURE TO CENTER OF STRUCTURE AND USED FOR DESIGN. CONTRACTOR TO
<br />FIELD VERIFY ACTUAL PIPE LENGTHS NEEDED FOR CONSTRUCTION.
<br />14. THE DATUM SHOWN ON THE GRADING PLAN IS NAVD 88.
<br />15. SIDEWALKS ARE DESIGNED TO MEET ADA REQUIREMENTS WITH A MAX LONGITUDINAL
<br />SLOPE OF 5% AND A MAX CROSS SLOPE OF 2%. THE CONTRACTOR SHALL CONTACT THE
<br />ENGINEER IMMEDIATELY IF SLOPES DO NOT MEET THESE ADA REQUIREMENTS.
<br />HISTORIC RESOURCES STATEMENT
<br />THE FOLLOWING REQUIREMENTS APPLY TO ALL BUILDING CONSTRUCTION OR ALTERATION,
<br />OR LAND ALTERATION ACTIVITIES.
<br />A. IF EVIDENCE OF EXISTENCE OF HISTORIC RESOURCES IS DISCOVERED OR OBSERVED
<br />AT DEVELOPMENT SITES OR DURING DEVELOPMENT ACTIVITIES AFTER FINAL
<br />APPROVAL, ALL WORK SHALL CEASE IN THE AFFECTED AREA. THE DEVELOPER,
<br />OWNER, CONTRACTOR, OR AGENT THEREOF SHALL NOTIFY THE FLORIDA DIVISION OF
<br />HISTORICAL RESOURCES WITHIN TWO WORKING DAYS. EXAMPLES OF EVIDENCE OF
<br />HISTORIC RESOURCES INCLUDE WHOLE OR FRAGMENTARY STONE TOOLS, SHELL
<br />TOOLS, ABORIGINAL OR HISTORIC POTTERY, HISTORIC GLASS, HISTORIC BOTTLES,
<br />BONE TOOLS, HISTORIC BUILDING FOUNDATIONS, SHELL MOUNDS, SHELL MIDDENS, OR
<br />SAND MOUNDS.
<br />B. IF ANY HUMAN SKELETAL REMAINS OR ASSOCIATED BURIAL ARTIFACTS ARE
<br />DISCOVERED AT DEVELOPMENT SITES OR DURING DEVELOPMENT ACTIVITY, ALL WORK
<br />IN THE AREA MUST CEASE, AND THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
<br />NEAREST LAW ENFORCEMENT OFFICE. ACCORDING TO CHAPTER 872, FLORIDA
<br />STATUTES, IT IS UNLAWFUL TO DISTURB, VANDALIZE, OR DAMAGE A HUMAN BURIAL.
<br />CABLE
<br />TELEPHONE
<br />ELECTRIC
<br />BRIGHT HOUSE NETWORKS - CITRUS
<br />VERIZON FLORIDA, INC.
<br />DUKEENERGY
<br />MIKE KIKER
<br />DAVID WYNNS
<br />SHARON DEAR
<br />30432 SR 54
<br />1909 U.S. HIGHWAY 301 N.
<br />452 E CROWN POINTE RD
<br />WESLEY CHAPEL, FL 33543
<br />TAMPA, FL 33619
<br />WINTER GARDEN, FL 33787
<br />PHONE: 813-862-0522 EXT: 84263
<br />PHONE: (813) 627-8343
<br />PHONE: 407-905-3321
<br />CITY WATER AND SEWER NATURAL GAS
<br />PRIVATE WATER
<br />CITY OF ZEPHYRHILLS
<br />TECO PEOPLES GAS - TAMPA
<br />ZEPHYRHILLS SPRING WATER COMPANY
<br />BRUCE SELLERS
<br />LUIS CASTELLANO
<br />MATT MCCONNELL
<br />39421 SOUTH AVE
<br />1400 CHANNELSIDE DRIVE
<br />4330 20TH ST.
<br />ZEPHYRHILLS, FL 33542
<br />TAMPA, FL 33605
<br />ZEPHYRHILLS, FL 33542
<br />PHONE: 813-780-0000 EXT: 3567
<br />PHONE: 813-275-3743
<br />PHONE: 813-783-1959 Ext: 352
<br />LOCATION SERVICES
<br />FLORIDA ONE -CALL - 811
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<br />SHEET LIST TABLE
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