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I - _ 11 - i ! - -1 1.----- --
<br />GENERAL CONSTRUCTION NOTES
<br />1. UNLESS OTHERWISE NOTED HEREIN, THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS
<br />A. PASCO COUNTY LAND DEVELOPMENT CODE
<br />B. PASCO COUNTY WATER, WASTEWATER, AND RECLAIMED WATER TECHNICAL MANUAL AND TECHNICAL SPECIFICATIONS
<br />C. PASCO COUNTY TRANSPORTATION TECHNICAL MANUAL
<br />D. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
<br />E. FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS
<br />THE ABOVE NOTED DOCUMENTS SHALL BE THE TECHNICAL SPECIFICATIONS FOR THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL
<br />OBTAIN AND FULLY FAMILIARIZE HIMSELF WITH THE CONTENTS OF SAID SPECIFICATIONS. IN THE EVENT THAT A DISCREPANCY OCCURS BETWEEN THESE
<br />PLANS AND THE AFOREMENTIONED SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER
<br />IN WRITING. THE CONTRACTOR SHALL HAVE A SET OF THESE PLANS MARKED "APPROVED FOR CONSTRUCTION" ALONG WITH A COPY OF ALL THE
<br />DOCUMENTS NOTED ABOVE ON THE PROJECT SITE AT ALL TIMES.
<br />2. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE LATEST REVISION.
<br />2. PRIOR TO CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER AND/OR THE DEVELOPER COPIES OF ALL PERTINENT
<br />PERMITS AND APPROVALS RELATED TO THIS PROJECT. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT CONDITIONS AND INSPECTION
<br />REQUIREMENTS SPECIFIED BY THE PERMITS AND VARIOUS GOVERNMENTAL AGENCIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY POST ALL
<br />PERMITS ON -SITE AND TO ASSURE ALL CONSTRUCTION ACTIVITIES ARE IN COMPLIANCE WITH THE CONDITIONS OF ALL PERMITS AND APPROVALS. THE
<br />CONTRACTOR SHALL SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS.
<br />3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES WHETHER OR NOT THEY ARE INDICATED ON THESE PLANS,
<br />AND SHALL NOTIFY ALL UTILITY OWNERS A MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT. THE CONTRACTOR SHALL NOTIFY
<br />AND COORDINATE WITH ALL UTILITY COMPANIES AND GOVERNING AGENCIES NECESSARY FOR CONSTRUCTION OF THE PROJECT, INCLUDING BUT NOT
<br />LIMITED TO PASCO COUNTY PLANNING AND GROWTH MANAGEMENT, TECO, VERIZON, AND BRIGHTHOUSE NETWORKS. CALL SUNSHINE ONE (811) PRIOR TO
<br />ANY EXCAVATION.
<br />4. THE CONTRACTOR SHALL ASSURE AND BE RESPONSIBLE FOR THE PROPER PLACEMENT AND MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES REQUIRED
<br />FOR THE CONSTRUCTION OF THIS PROJECT.
<br />5. AREAS DISTURBED BY THE CONTRACTOR OUTSIDE OF THE CONSTRUCTION SITE SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE
<br />PRE -CONSTRUCTION CONDITION; THIS INCLUDES LANDS OWNED BY THE DEVELOPER.
<br />6. THE CONTRACTOR SHALL NOT UNDERTAKE ANY WORK HE FEELS WILL CONSTITUTE A CHANGE ORDER WITHOUT THE WRITTEN APPROVAL OF THE
<br />ENGINEER AND THE OWNER.
<br />7. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, FOR HIS REVIEW, ALL SHOP DRAWINGS A MINIMUM OF SEVEN (7) WORKING DAYS IN ADVANCE OF THE
<br />CONTRACTOR'S NEED FOR SAME.
<br />8. ALL EXISTING WELLS TO BE ABANDONED SHALL BE PROPERLY ABANDONED BY A LICENSED WATER WELL CONTRACTOR IN ACCORDANCE WITH SWFWMD
<br />RULES 40D-3 AND 17-21.10(4) F.A.C.
<br />9. PRIOR TO BIDDING, CONTRACTOR SHALL VERIFY THE TOPOGRAPHICAL INFORMATION AS SHOWN ON THE CONSTRUCTION DRAWINGS AND ACCEPT THE
<br />SITE (ACCURATE TO 0.5 FEET OF THE CONTOUR INTERVAL AND 0.2 FEET OVERALL) AS REPRESENTED. COMMENCEMENT OF SITE IMPROVEMENTS SHALL BE
<br />INTERPRETED AS ACCEPTANCE BY CONTRACTOR OF ALL REPRESENTATIONS IN CONTRACT DOCUMENTS.
<br />10. THE CONTRACTOR SHALL MAINTAIN A SET OF FIELD "AS BUILTS" FOR ALL IMPROVEMENTS NOTING ANY FIELD ADJUSTMENTS. THE "AS BUILT" SHALL
<br />INCLUDE VERTICAL AND HORIZONTAL LOCATIONS OF ALL GRAVITY UTILITY SYSTEMS INCLUDING SLOPE OF PIPES; TYPES OF PIPE FOR UTILITY SYSTEMS IF
<br />DIFFERENT FROM DESIGN; TOP OF BANK AND TOE OF SLOPE FOR ALL STORMWATER PONDS, STORMWATER CONTROL STRUCTURE AND OUTFALL PIPE
<br />DATA (WEIR WIDTHS AND ELEVATIONS, ORIFICE SIZES AND ELEVATIONS, TOP OF STRUCTURE ELEVATIONS, INVERT ELEVATION OF OUTFALL PIPE, ETC.);
<br />UTILITY CROSSING DETAILS IF DIFFERENT FROM DESIGN; HORIZONTAL LOCATION OF PRESSURE PIPE SYSTEMS IF DIFFERENT FROM DESIGN LOCATIONS;
<br />AND ALL OTHER DATA INDICATING DEVIATIONS FROM DESIGN AS APPLICABLE. PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL BE RESPONSIBLE TO
<br />SUBMIT A CERTIFIED SET OF "AS BUILTS", PREPRED INACCORDANCE WITH F.A.C. RULE 61G17-6.004(1), TO THE ENGINEER. EACH SHEET OF THE PLANS
<br />SHALL BE SIGNED, SEALED AND DATED BY A PROFESSIONAL LAND SURVEYOR LICENSED TO PERFORM LAND SURVEYING SERVICES IN THE STATE OF
<br />FLORIDA. THE ENGINEER SHALL REVIEW THE "AS BUILTS" AND CONVERT THEM INTO RECORD DRAWINGS.
<br />11. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS FOR BURNING ON SITE, IF ALLOWED.
<br />12. DEVELOPER SHALL PROVIDE SOILS AND MATERIALS TESTING SERVICES FROM A LICENSED GEOTECHNICAL ENGINEER AT HIS OWN EXPENSE.
<br />CONTRACTOR SHALL COOPERATE WITH THE OWNER'S GEOTECHNICAL ENGINEER AND SHALL NOTIFY THE GEOTECHNICAL ENGINEER AT LEAST 24 HOURS
<br />PRIOR TO ANY TESTING REQUIRED BY THE PLANS, SPECIFICATIONS, REPORTS, AND/OR GOVERNMENTAL AGENCIES, OR AS RECOMMENDED BY
<br />GEOTECHNICAL ENGINEER. IF A FAILURE IN ANY OF THE CONTRACTOR'S ACTIVITIES RELATED TO SOILS OR MATERIALS TESTING OCCURS, THE
<br />CONTRACTOR SHALL IMMEDIATELY REMEDY THE FAILURE AT HIS EXPENSE AND RE -SCHEDULE THE RE -TESTING AS NECESSARY. ALL RE -TESTING FEES
<br />FROM THE GEOTECHNICAL ENGINEER RESULTING FROM THE AFORESAID FAILURES SHALL BE AT THE CONTRACTOR'S EXPENSE.
<br />13. OWNER AND CONSULTANT CONTACT INFORMATION:
<br />DEVELOPER: AH ZEPHYRHILLS LLC
<br />C/O ALTUS GROUP
<br />PO BOX 92129
<br />SOUTHLAKE TX 76092-0102
<br />ENGINEER: BLACKSTOCK ENGINEERING UNLIMITED, INC.
<br />146 2ND STREET N, SUITE 310
<br />ST. PETERSBURG, FLORIDA 33701
<br />ATTENTION: JESSE L. BLACKSTOCK, P.E.
<br />TELEPHONE (727) 220-9440
<br />14. WORK PERFORMED BY THE CONTRACTOR SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE OR ADJACENT TO THE SITE BY
<br />OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE
<br />NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES, INCLUDING BUT NOT LIMITED TO DUKE ENERGY, VERIZON, AND SPECTRUM NETWORKS.
<br />15. OVERALL CLEANUP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH PASCO COUNTY STANDARDS, OR AS DIRECTED BY THE
<br />ENGINEER AND OWNER.
<br />16. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ACCESS TO PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE
<br />OF HIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND THE OWNER AT THE CONTRACTOR'S EXPENSE.
<br />17. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE
<br />CONTRACTOR TO THE SATISFACTION OF THE ENGINEER, THE OWNER, AND THE APPLICABLE GOVERNMENTAL AGENCY.
<br />18. ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED BY THE CONTRACTOR.
<br />SAFETY
<br />1. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR SHALL BE TOTALLY
<br />RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL.
<br />2. LABOR SAFETY SHALL CONFORM TO THE PROVISIONS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
<br />3. CONTRACTOR SHALL PROVIDE AND MAINTAIN ITS OWN SAFETY EQUIPMENT IN ACCORDANCE WITH ITS HEALTH & SAFETY PROGRAM AND ALL OTHER APPLICABLE
<br />LEGAL AND HEALTH AND SAFETY REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUBCONTRACTORS WITH
<br />ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUBCONTRACTORS AND SUBCONTRACTORS' EMPLOYEES COMPLY WITH ALL
<br />APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH REGULATIONS AS WELL AS THE
<br />ENVIRONMENTAL PROTECTION LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS.
<br />4. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH
<br />ADMINISTRATION (OSHA) RULES AND REGULATIONS. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART
<br />1926, SUBPART P. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING OR
<br />SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
<br />ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE STATE OF FLORIDA'S TRENCH SAFETY ACT (F.S. 553.60).
<br />5. DURING CONSTRUCTION, ALL SAFETY REGULATIONS OF THE FOOT SHALL BE OBSERVED AND THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY IN ORDER
<br />TO SAFLEY CONDUCT THE PUBLIC, AND WORKMEN, THROUGH THE PROJECT AREA AND PUBLIC RIGHT-OF-WAYS. THE DESIGN APPLICATION, INSTALLATION,
<br />MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS SHALL BE PROVIDED IN ACCORDANCE WITH THE FEDERAL
<br />MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND FDOT'S DESIGN STANDRDS, INDEXES 600-670.
<br />6. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS
<br />BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY
<br />REGULATIONS.
<br />7. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY
<br />COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE ONE (811) TO ARRANGE FIELD
<br />LOCATIONS.
<br />EROSION PROTECTION
<br />1. THE CONTRACTOR IS RESPONSIBLE FOR SITE CONDITIONS FROM THE DATE OF NOTICE TO PROCEED, UNTIL THE PROJECT IS ACCEPTED BY THE OWNER, ENGINEER
<br />AND HILLSBOROUGH COUNTY. ACCORDINGLY, THE CONTRACTOR IS SOLEY RESPONSIBLE AND SHALL MANAGE HIS WORK AND TAKE ALL NECESSARY STEPS TO
<br />CONTROL FUGITIVE DUST, CONTROL AND PREVENT EROSION, AND TRANSPORT OF SEDIMENT INTO EXISTING WETLANDS, DRAINAGE WAYS, CONSERVATION AREAS,
<br />NATURAL AREAS AND OFFSITE AREAS, AS WELL AS NEWLY CONSTRUCTED ROADWAYS, STORMWATER FACILITIES AND MITIGATION AREAS. THIS MAY REQUIRE
<br />ADDITIONAL MEASURES FROM THOSE SHOWN ON THE CONSTRUCTION PLANS, SUCH AS WINDROWS, DIVERSION SWALES, SEED & MULCH, STAKED HAY BALES, OR
<br />OTHER EROSION CONTROL MEASURES NECESSARY TO REACT TO VARYING SITE CONDITIONS OR INCLEMENT WEATHER. IF EROSION OCCURS, THE CONTRACTOR
<br />SHALL IMMEDIATELY REMEDY THE DAMAGE CAUSED BY SUCH EROSION BY CONTROLLED REMOVAL OF SEDIMENTS, REPLANTING IF NECESSARY AND
<br />RE-ESTABLISHMENT OF EROSION PROTECTION DEVICES, AT THE CONTRACTOR'S SOLE EXPENSE.
<br />2. SEE PLAN ENTITLED EROSION AND SEDIMENTATION CONTROL PLAN FOR ADDITION REQUIREMENTS
<br />STATE OF FLORIDA NATIONAL POLLUTANT DISCHAGE ELIMINATION SYSTEM (NPDES
<br />THE CONTRACTOR ACKNOWLEDGES THE REQUIREMENT OF THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP), WHICH HAS PUBLISHED
<br />RULES FOR OBTAINING COVERAGE UNDER THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMIT FOR STORMWATER DISCHARGES
<br />FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES.
<br />IN OCTOBER 2000, EPA AUTHORIZED THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP) TO IMPLEMENT THE NPDES STORMWATER PERMITTING
<br />PROGRAM IN THE STATE OF FLORIDA (IN ALL AREAS EXCEPT INDIAN COUNTRY LANDS). DEP'S AUTHORITY TO ADMINISTER THE NPDES PROGRAM IS SET FORTH IN
<br />SECTION 403.0885, FLORIDA STATUTES (F.S.). THE NPDES STORMWATER PROGRAM REGULATES POINT SOURCE DISCHARGES OF STORMWATER INTO SURFACE WATERS
<br />OF THE STATE OF FLORIDA FROM CERTAIN MUNICIPAL, INDUSTRIAL AND CONSTRUCTION ACTIVITIES. AS THE NPDES STORMWATER PERMITTING AUTHORITY, DEP IS
<br />RESPONSIBLE FOR PROMULGATING RULES AND ISSUING PERMITS, MANAGING AND REVIEWING PERMIT APPLICATIONS, AND PERFORMING COMPLIANCE AND
<br />ENFORCEMENT ACTIVITIES.
<br />THE CONTRACTOR AGREES TO ASSIST THE OWNER IN THE PREPARATION, AND IMPLEMENTATION, OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE EPA
<br />HAS PUBLISHED SUMMARY GUIDANCE FOR: "DEVELOPING POLLUTION PREVENTION PLANS AND BEST MANAGEMENT PRACTICES" (EPA 832-R-92-005, SEPTEMBER 1992).
<br />CLEARING/DEMOLITION
<br />1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN AS INDICATED ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL
<br />TREE ORDINANCES AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION.
<br />NO TREE SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM HILLSBOROUGH COUNTY AND THE OWNER.
<br />2. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS,
<br />SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF TREES TO REMAIN ON THE SITE UNLESS
<br />OTHERWISE APPROVED BY HILLSBOROUGH COUNTY.
<br />3. RESIDUAL MATERIAL THAT RESULTS FROM CLEARING AND GRUBBING, OR SITE EXCAVATION, IS TO BE UTILIZED ON -SITE AS NECESSARY, PROVIDED THAT THE
<br />MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S GEOTECHNICAUSOILS TESTING COMPANY. EXCESS SUITABLE MATERIAL IS TO BE EITHER
<br />STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING
<br />ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE.
<br />4. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR IN ACCORDANCE WITH APPLICABLE STATE AND
<br />LOCAL REGULATIONS.
<br />PAVING AND GRADING
<br />1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY
<br />THE OWNER OR THE OWNER'S GEOTECHNICAL CONSULTANT / SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE, UNLESS
<br />OTHERWISE DIRECTED BY THE OWNER. EXCAVATED AREAS TO BE BACK FILLED WITH SUITABLE MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS, OR
<br />AS DIRECTED BY THE OWNER'S GEOTECHNICAL CONSULTANT / SOIL TESTING COMPANY. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT
<br />ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE.
<br />2. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF SUITABLE MATERIAL SPECIFIED BY THE OWNER'S
<br />GEOTECHNICAL CONSULTANT / SOIL TESTING COMPANY, OR ENGINEER, AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED
<br />SOILS REPORT.
<br />3. PROPOSED SPOT ELEVATIONS REPRESENT TOP OF FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
<br />4. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.
<br />5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING NECESSARY TESTING WITHTHE OWNER'S OILS TESTING COM
<br />PANY. TESTS WILL BE REQUIRED, AT A
<br />MINIMUM, PURSUANT TO INDIAN RIVER COUNTY TESTING SCHEDULE. UPON COMPLETION OF PROPOSED CONSTRUCTION, SOILS TESTING COMPANY WILL
<br />SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
<br />6. ALL UNDERGROUND UTILITIES, INCLUDING UTILITY SLEEVES, AND CONDUITS SHALL BE INSTALLED PRIOR TO BASE & PAVEMENT CONSTRUCTION.
<br />7. PER FLORIDA BUILDING CODE (FBC) SECTION 1804.3 SITE GRADING: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM
<br />THE BUILDING AT A SLOPE OF NOT LESS THAN 5% FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL.
<br />C%/IC%TIAIr1 C+Tr%MRA IA11 rT
<br />EXISTING FIRE HYDRANT
<br />OF PAVEMENT
<br />SITE DATA
<br />PARCEL ID: 35-25-21-0010-07100-0000
<br />TOTAL SITE AREA: 5.14 AC.
<br />PROJECT AREA: 522 SF
<br />FEMA 100YR FLOODPLAIN: ZONE 'X'
<br />EXISTING BUILDING AREA: 103,810 SF (NO BUILDING EXPANSIONS PROPOSED)
<br />NO PARKING SPACES EFFECTED BY THE PROPOSED PROJECT.
<br />EXISTING CONCRETE
<br />SIDEWALK
<br />'S CONCRETE PAD
<br />ING GRADE PLUS 6.0" ±156.50)
<br />EXISTING
<br />STORM INLET
<br />PROPOSED 28'x8' CONCRETE GENERATOR
<br />PAD (MATCH EXISTING GRADE PLUS 6.0" +159.50)
<br />SEE ELECTRICAL & STRUCTURAL PLANS FOR DETAILS
<br />EXISTING SOLID
<br />WASTE DUMPSTERS
<br />EXISTING GENERATOR PAD
<br />(TO BE REMOVED)
<br />EXISTING 6" FIRE LINE
<br />(TO REMAIN)
<br />0' 5' 10' 20'
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<br />JESSE LUKE BLACKSTOCK, P.E.
<br />ISSUE DATE: 10/19/2018
<br />PROJECT NUMBER: 2847
<br />REVISIONS:
<br />NO. DATE DESCRIPTION
<br />1
<br />02/19/19
<br />GENERATOR LOCATION
<br />SITE, GRADING,
<br />UTILITIES PLAN
<br />TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 553.79 AND CHAPTER 633, FLORIDA STATUTES.
<br />© 2019 APG ENGINEERING
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