HomeMy WebLinkAboutPages from 01_PHASE 1 COMBINED 2017-12-19 CONFORMEDGENERAL PROVISIONS1. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF THE ST.JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT. ALL OTHER PERMITSARE THE RESPONSIBILITY OF THE CONTRACTOR.2. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGETO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTSOF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGECONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS,THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATERPOLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING,MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP,COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) ANDNOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALLASSOCIATED FEES. FOR PROJECTS LESS THAN 1 ACRE IN SIZE THAT ARENOT REQUIRED TO COMPLY WITH THE NPDES GENERAL PERMIT, THECONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAININGEROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURINGCONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS ANDSPECIFICATIONS.3. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USETHE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARKINFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNEROR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELDMEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.4. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THEENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIREDFOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALLTHOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLESFOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTIONPLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS ANDSHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOROTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FORERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THEENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS INSUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.5. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEYMONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BEREMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR ANDREPLACED, AS NECESSARY, BY SAME.6. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING.AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURALEXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B)DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITHTHE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE ANDASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIXREVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LABCURED STRENGTH SAMPLES AND TESTING.7. IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BERESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (ORANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODYHAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS ORAPPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTIONTHEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THEREQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL.8. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTORSHALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE OWNERAND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THELATEST EDITION OF THE "RECOMMENDED REQUIREMENTS FORINDEPENDENT LABORATORY QUALIFICATION", PUBLISHED BY THEAMERICAN COUNCIL OF INDEPENDENT LABORATORIES.9. TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR ANDTHE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING ANDFAILING) ON A REGULAR AND IMMEDIATE BASIS.10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE APRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED ROUTEIN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEOSHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS, BUILDINGS,STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONGPROPOSED CONSTRUCTION AREAS.11. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THECOMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES,STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS,PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTEDBY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESESURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER.AS-BUILT DRAWING REQUIREMENTS1. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THEENGINEER THREE WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATASHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALEDAND DATED BY THE RESPONSIBLE PARTY.2. AT THE COMPLETION OF THE WORK, DELIVER THE DRAWINGSDOCUMENTING AS-BUILT INFORMATION, MEASURED BY A LICENSEDSURVEYOR, TO THE ENGINEER, IN GOOD CONDITION AND FREE FROM ANYEXTRANEOUS NOTATION. THE AS-BUILT INFORMATION IS TO INCLUDE, BUTNOT BE LIMITED TO, THE FOLLOWING:A. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL UTILITYAND STORM STRUCTURES INCLUDING BUT NOT LIMITED TO MANHOLES,INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERTELEVATIONS.B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES.C. STORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATIONSAND HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF TENLOCATIONS PER POND, AT LOCATIONS DESIGNATED BY THE ENGINEER.TOP OF POND HORIZONTAL DIMENSIONS ARE ALSO TO BE TIED TOPROPERTY CORNERS, EASEMENTS, AND RIGHTS-OF-WAY.D. STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS,INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND SKIMMERS.E. STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS,ELEVATIONS, CONTOURS, AND CROSS SECTIONS.F. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITYVALVES, FITTINGS, CONNECTION POINTS, ETC.G. VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLEWATER MAINS (WHETHER THE WATER MAIN IS EXISTING OR NEW) INORDER TO DOCUMENT THAT THE MINIMUM REQUIRED VERTICALSEPARATION HAS BEEN MET.H. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT ANDRIGHT-OF-WAY LINES, LOCATED EVERY 200-FT PLUS ALL CHANGES INHORIZONTAL OFFSET.I. PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OFPAVEMENT EVERY 300 FEET PLUS AT ALL CHANGES IN LONGITUDINALSLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY ANDSTREET INTERSECTIONS. FOR PARKING LOTS, RECORD CENTERLINEAND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES ANDISLANDS.STORMWATER POLLUTION PREVENTION REQUIREMENTS1. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACEAND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANSNECESSARY IN ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROMTHE SITE. AS AN EXAMPLE, SPECIAL CARE MUST BE EXERCISED DURINGEQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, ITMUST BE CONTAINED AND DISPOSED SO THAT IT WILL NOT FLOW FROM THESITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL,TREATMENT, AND DISPOSAL OF SOIL IN ACCORDANCE WITH LOCAL ANDSTATE REGULATIONS.2. ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLYWITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS.TEMPORARY SANITARY FACILITIES SHALL BE PROVIDED AT THE SITETHROUGHOUT THE CONSTRUCTION PHASE FOR USE BY ALL CONSTRUCTIONPERSONNEL AND SHALL BE SERVICED BY A COMMERCIAL OPERATOR ATLEAST ONCE A WEEK.3. DISCHARGES RESULTING FROM GROUNDWATER DEWATERING ACTIVITIESAT CONSTRUCTION SITES ARE PERMITTED PROVIDED THE GROUNDWATERIS FREE OF SEDIMENTS, IS NOT CONTAMINATED, AND DEWATERING OCCURSIN ACCORDANCE WITH STATE AND LOCAL GOVERNING AGENCYREGULATIONS. CONTRACTOR IS RESPONSIBLE FOR FDEP DEWATERINGPERMIT FOR ANY WATER DISCHARGES.4. CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALMUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURINGAPPLICATION, THE CONTENTS MUST BE KEPT IN TRUCKS OR WITHINSTORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BECOLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED AT ANAPPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY.5. THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL IN THESTORMWATER DISCHARGE(S) FROM A FACILITY OR ACTIVITY SHALL BEPREVENTED. THIS DOES NOT RELIEVE THE OPERATOR OF THE REPORTINGREQUIREMENTS OF 40 CFR PART 117 AND 40 CFR PART 302. THE OPERATORSHALL SUBMIT WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THERELEASE A WRITTEN DESCRIPTION OF: THE RELEASE (INCLUDING THE TYPEAND ESTIMATE OF THE AMOUNT OF MATERIAL RELEASED), THE DATE THATSUCH RELEASE OCCURRED, THE CIRCUMSTANCES LEADING TO THERELEASE, AND REMEDIAL STEPS TO BE TAKEN. THE SWPPP MUST BEMODIFIED WITHIN 14 CALENDAR DAYS OF KNOWLEDGE OF THE RELEASE TO:PROVIDE A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADINGTO THE RELEASE, AND THE DATE OF THE RELEASE. IN ADDITION, THE PLANMUST BE REVIEWED TO IDENTIFY MEASURES TO PREVENT THEREOCCURRENCE OF SUCH RELEASES AND TO RESPOND TO SUCHRELEASES, AND THE PLAN MUST BE MODIFIED WHERE APPROPRIATE.SITE PREPARATION1. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBINGOPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES ORUTILITIES.2. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS,ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO ADEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OFTHE GROUND.3. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATIONOPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS.UTILITY GENERAL NOTES1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THERESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELDRECONNAISSANCE.2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVEBEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND AREGIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEERASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THESTART OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THENECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIESWITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISECAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWNON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES,WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THEPROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THEENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION ORPROPER INSTRUCTION.3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOREXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINESTATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2) AND NO MORETHAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTIONACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATEIN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALLNON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIRFACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.PER FLORIDA STATUTE 553.851, THE CONTRACTOR OR EXCAVATOR ISREQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIORTO STARTING EXCAVATION.4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAYHAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:AT&TATTN: SCOTT LORENZ132 COMMERCE WAYSANFORD, FL 32771407-302-7611BRIGHT HOUSE NETWORKSATTN: MARVIN USRY3767 ALL AMERICAN BLVD.ORLANDO, FL 32810407-532-8509 FAA TECH OPS ATTN: JACK WIGGINS 1580 AVIATION CENTRAL PKWY DAYTON BEACH, FL 32114 386-226-3955FLORIDA POWER & LIGHTATTN: MARIANNE DILLARD2626 WEST STATE RD 46SANFORD, FL 32771407-328-1922 FLORIDA PUBLIC UTILITIES ATTN: DAN SCRIBBEN 450 S. CHARLES RICHARD BEALL BLVD. DEBARY, FL 32713386-668-26005. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITYAND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIESDURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATENECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITHEACH UTILITY.7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALLEXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISEINDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURINGCONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVEDAND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER ANDTHE ENGINEER.8. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES ANDLATERALS WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TOCONSTRUCTION AND ADJUST THE PROPOSED CONSTRUCTION AS NEEDED TOACCOMMODATE THESE EXISTING LINES.9. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THEENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALLCONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAYALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED ITCOMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROMTHE ENGINEER OR THE AIRPORT. WHERE SUCH PROPOSED REVISIONS DEVIATEFROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH REVISIONS WILL ALSOREQUIRE APPROVAL FROM FDEP.10. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTORSHALL FIELD VERIFY THE LOCATION, DEPTH, AND ALIGNMENT OF ALL EXISTINGPIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTORDEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FORADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTUREFROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTINGUTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONALFITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THEREASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVEDDEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NOADDITIONAL COST TO THE OWNER.11. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TESTPUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHEREQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC,LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THEENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS INADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORMSATISFACTORY PRETESTING PRIOR TO NOTIFICATION. SAA ITATTN: JERRY COCKER 1200 RED CLEVELAND BLVD. SANFORD, FL 32773 407- 585-4005SAA CONTROLATTN: TIFFANY VINCENT 1200 RED CLEVELAND BLVD. SANFORD, FL 32773 407-585-4101 SEMINOLE COUNTY FIBERATTN: JIM PORTER1101 EAST 1st STREETSANDFORD, FL 32771407-665-7444CITY OF SANFORDATTN: PAUL MOORE, UTILITY DIRECTOR300 N. PARK AVENUESANFORD, FL 32771407-688-5106J. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THATDEVIATES FROM THE APPROVED ENGINEERING DRAWINGS.K. WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA,SUCH AS STATION AND OFFSET, THE AS-BUILT DRAWINGS ARE TOREFLECT THE ACTUAL HORIZONTAL LOCATION.L. WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THEAS-BUILT DRAWINGS ARE TO REFLECT THE ACTUAL MEASUREDVERTICAL ELEVATION.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014GENERAL NOTESIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037CONFORMED SET20
GENERAL NOTES1. ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATEDSTAGING AREA, CONSTRUCTION LIMITS OR HAUL ROUTES.2. ALL DRAINAGE STRUCTURES AND PIPES WITHIN THE CONSTRUCTION LIMITS ARE TOREMAIN UNLESS OTHERWISE NOTED.3. THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WORKING INSIDE THE SECUREFENCE MUST CONFORM WITH ALL AIRPORT SECURITY REQUIREMENTS AS OUTLINEDIN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OF THE SPECIAL PROVISIONS.4. AIRPORT OPERATIONS STAFF SHALL HAVE THE AUTHORITY TO SUSPENDCONSTRUCTION OPERATIONS AT ANY TIME; DUE TO WEATHER, UNSAFE WORKINGCONDITIONS OR WHEN DEEMED TO BE IN THE BEST INTEREST OF THE AIRPORT.5. THE AIRPORT WILL BE IN OPERATION DURING THE CONSTRUCTION OF THIS PROJECT.COORDINATION OF WORK WITH AIRPORT MANAGEMENT IS MANDATORY SO AS TOMINIMIZE IMPACTS ON AIRPORT OPERATIONS. OPERATION OF THE AIRPORT IS OF THEUPPER MOST IMPORTANCE. WHEN THERE IS CONFLICT BETWEEN OPERATION OF THEAIRPORT AND CONSTRUCTION, OPERATION OF THE AIRPORT WILL HAVE PRIORITY.6. EXISTING GRADES SHOWN ON THE DRAWINGS ARE BELIEVED TO BE ACCURATE, BUTTHE AIRPORT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THESE GRADES.IF THE CONTRACTOR DOES NOT CONCUR WITH THE ELEVATIONS GIVEN ON THEDRAWINGS, HE SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO INITIATING ANYCONSTRUCTION ACTIVITIES. START OF WORK BY THE CONTRACTOR WITHOUT SUCHNOTIFICATION WILL BE INTERPRETED AS AN AGREEMENT BY THE CONTRACTOR WITHTHE ACCURACY OF THE GRADES SHOWN ON THE PLANS.7. THE CONTRACTOR SHALL FAMILIARIZE HIS PERSONNEL WITH CLEARANCES NEEDEDTO PROVIDE FOR THE SAFE OPERATION OF RUNWAYS AND TAXIWAYS AS SHOWN ONSHEET G-1.00 PHASE 1, G2.00 PHASE 2 AND G3.00 PHASE 3.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND ACQUIRING ALLREQUIRED COUNTY AND STATE PERMITS.9. THE CONTRACTOR SHALL REVIEW ALL AIRPORT UTILITIES WITH AIRPORTMANAGEMENT PRIOR TO BEGINNING WORK.10. THE PROJECT PAY ITEMS ARE PROVIDED TO BE INCLUSIVE OF ALL WORK TO BEPERFORMED AS SHOWN IN THESE PLANS. ALL INCIDENTAL WORK REQUIRED TOCOMPLETE THE PROJECT IS TO BE INCLUDED IN THE COSTS OF PERFORMING THESEITEMS.11. TESTING - UNLESS OTHERWISE SPECIFIED, ALL QUALITY ASSURANCE (QA) TESTINGREQUIRED BY THE SPECIFICATIONS FOR ACCEPTANCE OF WORKMANSHIP AND/ORMATERIALS SHALL BE INITIATED AND PAID FOR BY THE OWNER. QUALITY CONTROL(QC) TESTING SHALL BE INITIATED AND PAID FOR BY THE CONTRACTOR. FAILED QATESTING SHALL REQUIRE RE-TESTING WHICH SHALL BE INITIATED BY THE ENGINEERAND PAID FOR BY THE CONTRACTOR.MAINTENANCE OF TRAFFIC AND SAFETY1. THE CONTRACTOR IS ADVISED THAT ALL AIRPORT ROADWAYS, EXCEPT THOSE THATARE TO BE CONSTRUCTED UNDER THIS CONTRACT, WILL BE ACTIVE DURING THISCONTRACT. THE CONTRACTOR WILL BE EXPECTED TO CONDUCT THE WORK SUCHTHAT THE SAFETY OF OPERATIONS IS NOT REDUCED AND THAT VEHICULAR FLOW ISMAINTAINED AT ALL TIMES, EXCEPT AS SPECIFICALLY PROVIDED FOR IN THECONTRACT DOCUMENTS OR ALLOWED BY THE OWNER IN WRITING. THECONTRACTOR IS ADVISED, AND SHALL ACCEPT AS AN IMPORTANT CONSIDERATION OFTHE WORK, THAT THE MAINTENANCE OF SAFE AND EFFICIENT ACCESS TO THEAIRPORT VIA THE ROADWAY SYSTEM IS AN INTEGRAL PART OF THE WORK. IN CASESNOT SPECIFICALLY COVERED ELSEWHERE IN THE CONTRACT DOCUMENTS, ALLTRAFFIC MAINTENANCE SHALL BE ACCOMPLISHED IN CONFORMANCE TO THE LATESTEDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).2. THE CONTRACTOR SHALL INSTALL AND MAINTAIN FOR THE DURATION OF THEPROJECT ALL "TRUCKS ENTERING HIGHWAY" SIGNS. THE SIGNS MUST BE INACCORDANCE WITH STATE OF FLORIDA CONSTRUCTION AND MATERIALSPECIFICATIONS, AND WILL BE PLACED/INSTALLED AS DIRECTED BY AIRPORTPERSONNEL. THE COST SHALL BE INCLUDED IN THE APPROPRIATE CONSTRUCTIONITEMS.DUST AND DEBRIS CONTROL1. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE DUST CONTROLREQUIREMENTS OF THIS CONTRACT. THE OPERATIONS OF THE RUNWAYS, TAXIWAYS,AND ASSOCIATED NAVAIDS ARE ESPECIALLY SENSITIVE TO DUST. THE CONTRACTORSHALL BE PREPARED TO CONTROL DUST ON HAUL ROUTES ON A DAILY BASIS.WATERING, OR OTHER APPROVED DUST CONTROL MEASURES SHALL BE AVAILABLEON A DAILY BASIS TO CONTROL DUST. THE OWNER RESERVES THE RIGHT TO STOPGRADING AND HAULING, OR OTHER WORK IF NECESSARY, TO BRING DUST UNDERCONTROL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHINTHE CONSTRUCTION LIMITS AS WELL AS ALONG ANY ROADWAYS USED BY THEEQUIPMENT AND VEHICLES AT THE SOLE DISCRETION OF THE AIRPORT.2. THE CONTRACTOR SHALL PROVIDE A FIBER BRISTLE PAVEMENT SWEEPER FORKEEPING DEBRIS CLEAR AT ALL OPERATIONAL PAVEMENT CROSSING AREAS ON THEHAUL ROUTE AS REQUIRED BY AIRPORT OPERATIONS.3. ALL UNSUITABLE MATERIAL AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF OFFOF AIRPORT PROPERTY UNLESS DIRECTED OTHERWISE BY THE ENGINEER ORAIRPORT PERSONNEL.4. SPECIFICATIONS ARE PROVIDED AS OUTLINE REQUIREMENTS FOR THE CONTRACTORTO APPLY WATER, CHEMICALS, VEGETATION OR OTHER MATERIALS TO PREVENT THEOCCURRENCE OF DUST WHICH WILL BE OBJECTIONABLE TO THE OPERATIONS/USERSOF THE AREA. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO, AIRPORTOPERATIONS AND MAINTENANCE AREAS; AIRCRAFT OPERATIONS AND AIRFIELDOPERATIONS. CONTRACTOR SHALL ALSO BE OBLIGATED TO DISCONTINUEOPERATIONS WHICH VIOLATE EXISTING LAWS AND REGULATIONS OR CREATE ANUNDUE HAZARD TO AIR TRAFFIC. ALL COSTS FOR CONTROLLING DUST ORPOLLUTANTS TO THE AIR OF ANY KIND SHALL BE INCIDENTAL TO THE CONTRACT.STORAGE, STAGING AND HAUL ROADS1. STORAGE AND STAGINGA) THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREA SPECIFIED FORSTOCKPILES, SHOPS, MAINTENANCE FACILITIES USE OF AND ALL CONTRACTORSUPPORT FACILITIES. NO OTHER SITES SHALL BE PERMITTED ON AIRPORTPROPERTY WITHOUT WRITTEN APPROVAL FROM THE ENGINEER AND OWNER.B) ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITESHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO,CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF ALL TEMPORARYUTILITIES, ACCESS ROADS, ALL SECURITY FENCING, ETC. AT THE CONCLUSION OFTHE CONTRACT THEM CONTRACTOR SHALL RESTORE THE SITE TO ITSPRE-CONSTRUCTION CONDITION.2. HAUL ROADSA) HAUL ROADS TO BE USED UNDER THIS PROJECT SHALL BE THOSE INDICATED ONTHE DRAWINGS OR OTHERWISE SPECIFICALLY DESIGNATED BY THEOWNER/ENGINEER. IN GENERAL, THE CONTRACTOR SHALL CONFINE EQUIPMENTAND HAULING TO THE AREAS UNDER CONSTRUCTION. NO DEBRIS SHALL BEALLOWED ON THE ROADWAYS. THE PAVEMENT WILL BE CLEANED BY THECONTRACTOR USING POWER BROOMS OR SWEEPERS, AS REQUIRED, TO KEEP THEAREA CLEAR OF ALL SOILS, CLODS OR OTHER DEBRIS. THE CONTRACTOR SHALLHAVE A BROOM TRACTOR ON SITE AT ALL TIMES WITH A POLY BRUSH. STEELBRUSHES ARE NOT PERMITTED.B) ALL DELIVERIES TO THE STAGING AREA SHALL BE VIA THE HAUL ROUTES AS SHOWNON THE PLANS.C) THE ACCESS POINTS TO THE PROJECT SITE SHALL BE AS DEFINED ON SHEET C-3.00.THE SPECIFIED GATE AREAS SHALL BE MONITORED DURING ALL CONTRACTOROPERATIONS. IF IT IS DETERMINED BY THE OWNER/ENGINEER THAT THECONTRACTOR'S HAULING OPERATIONS ARE CAUSING EXCESSIVE DAMAGE TO THEEXISTING GATES OR PAVEMENT AREAS, THE CONTRACTOR MAY BE REQUIRED TOCONSTRUCT, AT HIS EXPENSE, ADDITIONAL ACCESS GATES IMMEDIATELY ADJACENTTO THE EXISTING GATES. HE SHALL MAINTAIN THE NEW ACCESS POINTS ANDPROVIDE THE AFOREMENTIONED GATE GUARDS AT THESE LOCATIONS AND SHALLASSUME ALL LIABILITY FOR AIRPORT SECURITY RELATING TO THE USE OF THESEGATES.D) IF NECESSARY, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RESTORINGALL AIRPORT SERVICE ROADS, INCLUDING THE PERIMETER SERVICE ROAD, TOTHEIR PRE-CONSTRUCTION CONDITION WHERE SUCH ROADS ARE USED BY THECONTRACTOR FOR HAULING OPERATIONS. THE CONTRACTOR AND THE ENGINEERSHALL JOINTLY DETERMINE THE EXISTING CONDITIONS AS A BASIS FOR THISRESTORATION REQUIREMENT.E) THE CONTRACTOR SHALL RESTORE ALL TURFED AND PAVED AREAS USED FOR HAULROADS TO THEIR ORIGINAL CONDITION, INCLUDING THE ESTABLISHMENT OF TURF.ALL HAULING ALONG OR CROSSING THE AIRPORT AND STATE ROADS SHALL BEACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OFTRANSPORTATION STANDARDS AND SHALL BE COORDINATED BY ANDACCOMPLISHED BY THE CONTRACTOR. ALL COSTS FOR CONSTRUCTING, REMOVINGAND RESTORING OF HAUL ROADS REQUIRED FOR THE COMPLETION OF THE WORKSHALL BE INCLUDED IN THE APPROPRIATE ITEMS OF WORK CONTAINED IN THEPROPOSAL.3. OTHER CONTRACTORS AND AIRPORT EMPLOYEE PARKING AREASA) THE CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS MAY BE WORKING ONTHE AIRPORT, AND COOPERATION BETWEEN CONTRACTORS IS REQUIRED.STAGING AREAS - GENERAL REQUIREMENTS1. THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN FORREFERENCE ONLY. THE ACTUAL SIZE AND EXACT LOCATION WILL BE ESTABLISHEDPRIOR TO CONSTRUCTION. THE FOLLOWING REQUIREMENTS WILL APPLY, HOWEVER:A) ALL OF THE CONTRACTOR'S ACTIVITIES, INCLUDING EMPLOYEE PARKING AND FIELDOFFICE WILL BE STAGED FROM THIS AREA. THE CONTRACTOR WILL BERESPONSIBLE FOR TRANSPORTING EMPLOYEES FROM THE STAGING AREAS TOAND FROM THE WORK AREA.B) THE STAGING AREA IS, AND WILL REMAIN THROUGHOUT THE CONSTRUCTION,OUTSIDE THE AOA. IT WILL NOT BE NECESSARY, THEREFORE, TO ERECT AIRPORTSECURITY FENCING AROUND THE AREA. HOWEVER, THE CONTRACTOR MAY, ANDIS URGED TO ERECT SECURITY FENCING TO DELINEATE AND PROTECT THE AREA.COST OF ANY FENCING AND OTHER WORK REQUIRED TO PREPARE THE STAGINGAREA SHALL BE INCIDENTAL TO MOBILIZATION.C) THE CONTRACTOR MAY DO SOME GRADING AND DRAINAGE WORK TO ADAPT THEAREA TO SPECIFIC NEEDS. THE CONTRACTOR SHALL OBTAIN NECESSARYPERMIT(S) TO DEVELOP AND USE THE SITE FOR STAGING AND OTHER ACTIVITIESAS REQUIRED. UPON COMPLETION OF THE WORK, THE AREA WILL BE DRESSED,SODDED AND RESTORED TO THE OWNER'S SATISFACTION.D) IT IS NOT ANTICIPATED THAT THE AIRPORT'S OBSTRUCTION HEIGHTREQUIREMENTS, AS DEFINED BY THE FAR PART 77, WILL RESTRICT THECONTRACTOR'S ACTIVITIES IN THE STAGING AREA. IT IS REQUIRED, HOWEVER,THAT THIS ASSUMPTION BE VERIFIED BY THE CONTRACTOR THROUGH THE OWNERPRIOR TO BEGINNING WORK.E) THE OWNER MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOROTHER CONTRACTORS BE LOCATED IN THE VICINITY. IF THIS OCCURS, THECONTRACTOR SHALL COOPERATE, AS NECESSARY, TO ACCOMMODATE OTHERS.F) THE CONTRACTOR WILL BE REQUIRED TO OBSERVE ALL EXISTING TRAFFIC FLOWDIRECTIONS WHEN ENTERING AND LEAVING THE STAGING AREAS. NO COUNTERFLOW WILL BE ALLOWED ANY TIME.2. MATERIAL AND EQUIPMENT STORAGE SHALL BE LOCATED AS SHOWN ON THE SAFETYPLAN SHEET(S). THE CONTRACTOR SHALL ADVISE ALL MATERIAL SUPPLIERS OF THEDELIVERY ROUTES TO BE USED FOR THE DELIVERY OF EQUIPMENT, MATERIALS, ORSUPPLIES. THE CONTRACTOR SHALL ALSO ADVISE THE SUPPLIERS THAT THERE WILLBE SET DELIVERY HOURS AND THEY WILL NOT BE ACCEPTED AT ANY OTHER TIME.DELIVERY HOURS WILL BE FROM 8:00 AM TO 4:00 PM WEEKDAYS UNLESS PRIORARRANGEMENTS WITH AIRPORT PERSONNEL ARE MADE 48 HOURS IN ADVANCE. ANYDELIVERIES NOT MADE DURING THESE HOURS STATED WILL BE TURNED AWAY BYAIRPORT PERSONNEL. A REPRESENTATIVE OF THE CONTRACTOR MUST BE PRESENTFOR DELIVERY OF MATERIALS. MATERIALS AND EQUIPMENT NOT IN USE SHALL BESTORED OR PARKED IN AREAS DESIGNATED BY THE ENGINEER AND OUTSIDE OF THERIGHT-OF-WAY AND TAXIWAY SAFETY ZONES. THE CONTRACTOR SHALL BERESPONSIBLE FOR RESTRICTING HIS/HER EQUIPMENT AND PERSONNEL TO THEIMMEDIATE VICINITY OF CONSTRUCTION AND TO AUTHORIZE AREAS AND SHALL TAKESUCH PRECAUTIONS, AT HIS OWN EXPENSE, AS ARE NECESSARY TO ASSURECOMPLIANCE WITH THESE REQUIREMENTS.3. ALL MATERIALS AND EQUIPMENT, WHEN NOT IN USE, SHALL BE PLACED IN APPROVEDAREAS WHERE THEY WILL NOT CONSTITUTE A HAZARD TO AIRPORT OPERATIONS.TALL BUT RELATIVELY LOW-VISIBILITY (I.E. CRANES, BACK HOES, DRILLS, ETC.)EQUIPMENT SHALL BE STORED IN A LOWERED CONFIGURATION WHEN NOT IN USE.THE APPROVED STORAGE AREA FOR EQUIPMENT AND MATERIALS IS THECONTRACTOR'S STAGING AREA. ANY OTHER AREAS TO BE USED FOR STORAGE MUSTBE APPROVED BY THE ENGINEER AND OWNER PRIOR TO USE. EQUIPMENT AND/ORSTOCKPILED MATERIALS SHALL BE STORED IN A MANNER TO PREVENT MOVEMENTRESULTING FROM WIND CONDITIONS.CONSTRUCTION PHASING REQUIREMENTS1. THE CONSTRUCTION PHASING AS SHOWN IN THESE CONTRACT DOCUMENTS IS ASIMPLIFIED PHASE DESCRIPTION SHOWING GENERAL RELATIVE TIME FRAMES WITHINWHICH CONSTRUCTION WORK WILL BE ACCOMPLISHED. THE CONTRACTOR SHALLDEVELOP HIS OWN CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THEREQUIREMENTS OF THE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALLSUBMIT THIS PLAN FOR REVIEW AND APPROVAL A MINIMUM OF 72 HOURS PRIOR TOTHE START OF CONSTRUCTION.2. THE CONTRACTOR SHALL ALLOW A MINIMUM OF 30 DAYS CURING TIME FOR ALL NEWASPHALT PAVEMENTS PRIOR TO APPLICATION OF TRAFFIC PAINT. NO ADDITIONALCONTRACT TIME SHALL BE GRANTED FOR DELAYS DUE TO THIS REQUIREMENT.SECURITY NOTES1. THE CONTRACTOR SHALL CONDUCT HIS/HER ACTIVITIES IN A SAFE AND SECUREMANNER AS SPECIFIED IN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OFTHE SPECIAL PROVISIONS IN THE SPECIFICATIONS AND AS DESCRIBED HEREIN.2. THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIEDHEREIN, AND ALL FURTHER DIRECTIVES SPECIFIED BY THE OWNER OR DESIGNATEDREPRESENTATIVE. CONTRACTOR SHALL FURTHER BE REQUIRED TO PAY ALL FINESLEVIED BY THE TRANSPORTATION SECURITY ADMINISTRATION OR OTHERAUTHORIZED GOVERNMENTAL AUTHORITY FOR VIOLATIONS OF TSA RULES ANDREGULATIONS OR THE AIRPORT SECURITY PLAN.3. CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITYPOINT OF CONTACT SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTORPERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO TIME, OTHER SECURITYPROVISIONS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESEREQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.4. ACCESS TO THE SITE - ALL CONSTRUCTION PERSONNEL MUST FOLLOW THEAIRPORT'S LATEST SECURITY AND BADGING REQUIREMENTS. CONTRACTOR'SACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THEENGINEER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZEDCONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BERESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTIONAREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATECLEANUP OF ANY DEBRIS DEPOSITED ALONG THE HAUL ROAD AS A RESULT OFCONSTRUCTION TRAFFIC.5. MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FORDELIVERY TO THE SITE WILL USE THE ACCESS POINT AT THE CONTRACTOR'SSTORAGE SITE.6. CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGEAREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED ASREQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALLBE MARKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND OWNER.THE CONTRACTOR MAY ERECT AND MAINTAIN AROUND THE PERIMETER OF THESEAREAS SUITABLE FENCING, SIGNAGE AND WARNING DEVICES VISIBLE FOR BOTHDAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL SUCH AREAS.SANFORD AIRPORT AUTHORITY BOARD MEMBERSPROJECT ENGINEER / SURVEYORORLANDO SANFORD INTERNATIONAL AIRPORTSANFORD, FLORIDAFAA AIP NO. FDOT FM No. SANFORD AIRPORT AUTHORITYGENERAL CONTRACTORPROJECT FUNDED BY:FLORIDA DEPARTMENT OF TRANSPORTATION / FAA.4"x4"x12"TREATEDWOOD POSTEXISTING GROUND3/4" PLYWOOD A-CEXT. APA GROUP 1PROJECT AND CONSTRUCTION ACCESS SIGN NOTES:1. THE PROJECT SIGN LETTERING SHALL BE BLACK (NON-REFLECTIVE) WITH A WHITE BACKGROUND.2. SIGN SHALL BE LOCATED BY CONTRACTOR AS DIRECTED BY OWNER.PROJECT SIGN DETAILNTSFOR SAA STAFF &BRD. MEMBERS LISTSEE COVERDIANE CREWS, A.A.E.GRORGE D. SPEAKE, C.M.FRANK S. LOPPOLO, JR., ESQ.TIM M. SLATTERYJENNIFER T. DANE, ESQ.U. HENRY BOWLINWILLIAM R. MILLERCLYDE H. ROBERTSON, JR.CLAYTON D. SIMMONS, ESQ.STEPHEN P. SMITHA.K. SHOEMAKERKENNETH W. WRIGHT- PRESIDENT AND CEO- VICE PRESIDENT, OPERATIONS AND MAINTENANCE- CHAIRMAN- VICE CHAIRMAN- SECRETARY / TREASURER- BOARD MEMBER- BOARD MEMBER- BOARD MEMBER- BOARD MEMBER- BOARD MEMBER- CHAIRMAN EMERITUS- COUNSELOffices In:FloridaPuerto RicoConnecticutMarylandTexasACCESS ROUTE AND STAGING NOTES1. MAINTENANCE OF TRAFFIC AND SAFETYA) THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREA SPECIFIED FORSTOCKPILES, SHOPS, MAINTENANCE FACILITIES USE OF AND ALL CONTRACTORSUPPORT FACILITIES. NO OTHER SITES SHALL BE PERMITTED ON AIRPORTPROPERTY WITHOUT WRITTEN APPROVAL FROM THE ENGINEER AND OWNER.2. STAGING AREAS - GENERAL REQUIREMENTS - TO BE DETERMINEDTHE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN IN SHEETG-1.00, G-2.00 AND G-3.00 FOR REFERENCE ONLY. THE ACTUAL SIZE AND EXACTLOCATION WILL BE ESTABLISHED PRIOR TO CONSTRUCTION. THE FOLLOWINGREQUIREMENTS WILL APPLY, HOWEVER:A) ALL OF THE CONTRACTOR'S ACTIVITY WILL BE STAGED FROM THESE AREAS. ALLFIELD OFFICE AND EMPLOYEE PARKING WILL BE LOCATED AS SHOWN ON SHEETSG-1.00 PHASE 1, G2.00 PHASE 2, G3.00 PHASE 3. THE CONTRACTOR WILL BERESPONSIBLE FOR TRANSPORTING EMPLOYEES FROM THE STAGING AREAS TO ANDFROM THE WORK AREA. ADDITIONAL INTERMEDIATE STAGING AREAS MAY BEAVAILABLE TO THE CONTRACTOR AFTER COORDINATION WITH THE SAAOPERATIONS.B) THE CONTRACTOR SHALL BE RESPONSIBLE TO INITIATE AND PAY FOR THE NOTICEOF INTENT (NOI) FOR STORM WATER POLLUTION PREVENTION FOR EPA, NPDES ANDFDEP. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE TO INITIATE AND SUBMITTHE NPDES NOTICE OF TERMINATION (NOT) UPON PROJECT COMPLETION.C) IT IS NOT ANTICIPATED THAT THE AIRPORT'S OBSTRUCTION HEIGHT REQUIREMENTS,AS DEFINED IN FAA'S FAR PART 77, WILL RESTRICT THE CONTRACTOR'S ACTIVITIESIN THE PRIMARY STAGING AREA. IT IS REQUIRED, HOWEVER, THAT THISASSUMPTION BE VERIFIED BY THE CONTRACTOR THROUGH SAA OPERATIONS PRIORTO BEGINNING WORK. THE MAXIMUM HEIGHT OF EQUIPMENT ALLOWED IS 15 FEET.ANY OPERATION OF EQUIPMENT THAT EXCEEDS 15 FEET WILL REQUIRE APPROVALBY SAA OPERATIONS.D) THE AUTHORITY MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOROTHER CONTRACTORS BE LOCATED IN THE VICINITY. HAUL ROADS WILL BE USED BYOTHER CONTRACTORS, IF THIS OCCURS, THE CONTRACTOR SHALL COOPERATE, ASNECESSARY, TO ACCOMMODATE OTHER CONTRACTORS WORK ACTIVITIES.E) THE CONTRACTOR SHALL PROVIDE PROFESSIONALLY-MADE SIGNS INDICATING THENAME OF THE CONTRACTOR AND A MESSAGE DIRECTING ALL MATERIALSDELIVERIES TO THE PRIMARY STAGING AREA. INCLUDE THE COST OF FABRICATIONAND ERECTION IN ITEM M-101-1, MOBILIZATION PAY ITEM.F) UPON COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL SITEIMPROVEMENTS AND RESTORE THE AREA TO THE SAA'S SATISFACTION.G) THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREAS SPECIFIED FORSTOCKPILES, SHOPS, MAINTENANCE FACILITIES AND ALL CONTRACTOR SUPPORTFACILITIES. NO OTHER SITES SHALL BE PERMITTED ON AIRPORT PROPERTYWITHOUT WRITTEN APPROVAL FROM THE ENGINEER AND THE SANFORD AIRPORTAUTHORITY (SAA).H) ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITESHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO,CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF ALL TEMPORARYUTILITIES, PERMITTING, ACCESS ROADS, ALL SECURITY FENCING, ETC.AVCON / JSMArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014AIRPORT NOTES, ACCESS ROUTEAND STAGING NOTESIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037CONFORMED SET21
RED CLEVELAND BLVDAIRLINE AVENUEHANGER ROADGENERATORDCOMPACTORTPHASE 1STAGING AREAPHASE 1PROPOSED LOADING DOCKPHASE 1PROPOSED WATER LINEINSTALLATIONPHASE 1PROPOSED CANOPYBUILDING ADDITIONPHASE 1PROPOSED PARKINGGARAGE ENTRANCEPHASE 1PROPOSEDLANDSCAPINGAROUND PONDPHASE 1PROPOSEDLANDSCAPINGPHASE IPARKING GARAGE ACCESSPHASE 1PROPOSEDLANDSCAPINGPHASE 1PROPOSEDLANDSCAPINGPHASE 1PROPOSEDLANDSCAPINGArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SAFETY DURING CONSTRUCTION PLANACCESS ROUTE & STAGING PLANEPHASE 1IBDRBJDOJDO1" = 50'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet50501001. AIRPORT OPERATIONS - THE CONTRACTOR SHALL ACQUAINT HIS/HERSUPERVISORS AND EMPLOYEES WITH THE AIRPORT ACTIVITIES ANDOPERATIONS THAT ARE INHERENT AT THIS AIRPORT AND SHALL CONDUCTHIS/HER CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE ANDEMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETYSPECIFIED IN PARAGRAPH 10 BELOW.2. VEHICLE IDENTIFICATION - ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZEDTO OPERATE ON THE AIRPORT OUTSIDE OF THE DESIGNATED CONSTRUCTIONAREA LIMITS OR HAUL ROUTES, AS SPECIFIED ON THE PLANS AND WITHIN THEACTIVE AIRCRAFT OPERATIONS AREA (AOA) SHALL DISPLAY IN FULL VIEWCOMPANY DECALS, NOT LESS THAN 6 INCH "LETTERS" AND AIRPORT PERMITDECAL. THESE VEHICLES SHALL ALSO BE BE EQUIPPED WITH A FLASHINGAMBER (YELLOW) DOME-TYPE LIGHT MOUNTED, (360° ROTATING) ON TOP OFTHE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FORMAINTENANCE AND EMERGENCY VEHICLES.3. ROADWAY PAVEMENT CLOSURES - A MINIMUM OF 72 HOURS NOTICE OFREQUESTED CLOSING SHALL BE DIRECTED TO THE RPR, WHO WILLCOORDINATE THE REQUEST WITH AIRPORT OPERATIONS. SAA WILL GRANT ORDENY REQUEST BASED ON SCHEDULED TRAFFIC.4. TRENCH MARKING - OPEN TRENCHES, EXCAVATIONS AND STOCKPILEDMATERIALS SHALL BE PROMINENTLY MARKED WITH BARRICADES EQUIPPEDWITH FLAGS AND LIGHTED BY APPROVED LIGHT UNITS DURING HOURS OFRESTRICTED VISIBILITY AND DARKNESS.5. OPEN FLAME - OPEN FLAME, WELDING OR TORCH CUTTING OPERATIONS AREPROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEENTAKEN AND THE PROCEDURE APPROVED BY AIRPORT OPERATIONS AND THEENGINEER.6. STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPENEXCAVATIONS SHALL BE TREATED IN SUCH A MANNER AS TO PREVENTMOVEMENT RESULTING FROM AIRCRAFT BLAST OR WIND CONDITIONS. (SEESPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS).7. DEBRIS CONTROL - "FOREIGN OBJECT DEBRIS" WASTE AND LOOSE MATERIALSHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT AREAS OR WITHINTHE SAFETY AREAS. IF OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENTAREAS OR WITHIN THE SAFETY AREA, THE MATERIAL WILL BE REMOVEDIMMEDIATELY BY THE CONTRACTOR. THE ENGINEER MAY DIRECT THAT DEBRISPROBLEMS DURING CONSTRUCTION NOT CORRECTED BY THE CONTRACTORBE CORRECTED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR.8. SAFETY GUIDELINES, AND FAA ADVISORY CIRCULAR (LATEST EDITIONS):150/5200-18 "AIRPORT SAFETY SELF INSPECTION"150/5370-2 "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"FAA PART 77 "OBJECTS AFFECTING NAVIGABLE AIRSPACE"ORLANDO SANFORD INTERNATIONAL AIRPORT - IDENTIFICATION BADGEPROCEDURESORLANDO SANFORD INTERNATIONAL AIRPORT - RULES AND REGULATIONSORLANDO SANFORD INTERNATIONAL AIRPORT - AIRPORT CERTIFICATIONMANUALORLANDO SANFORD INTERNATIONAL AIRPORT - AIRPORT SECURITY PLAN9. CONTRACTOR IS REQUIRED TO HAVE A PERSON ON CALL 24-HOURS A DAY FOREMERGENCY MAINTENANCE. CONTRACTOR MUST FILE THE CONTACT PERSON'SNAME WITH SAA OPERATIONS.10. CONTRACTOR IS RESPONSIBLE OF ENSURING ALL MOTOR VEHICLEOPERATORS (PRIVATE OR CONTRACTOR) HAVE THE APPROPRIATE VEHICLEINSURANCE AND TO ENSURE ALL OPERATORS HAVE CURRENT & VALIDDRIVERS LICENSES (CURRENT ISSUE) ON THEIR PERSON.11. CONTRACTOR SHALL PROVIDE AN EMERGENCY NOTIFICATION LIST (24-HOURCONTACT LIST) WHICH IDENTIFIES THE SUPERINTENDENT AND ALLSUBCONTRACTOR SUPERVISORS/LEADS.12. THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OFCONFINED SPACE ENTRY (OSHA 29 CFR 1910.146).13. THE CONTRACTOR SHALL COMPLY WITH THE SAA MAINTENANCE DEPARTMENTLOCK-OUT/TAG-OUT PROCEDURE AND WITH NFPA 70E.SAFETY NOTESMATCH LINE A - SEE MATCH LINE A RIGHTMATCH LINE A - SEE MATCH LINE A LEFTCONFORMED SET22
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DCOMPACTORTCD1.00 - DEMOLITION PLAN PHASE 1C1.00 - SITE DIMENSION PLAN PHASE 1C1.03 - SITE GRADING PLAN PHASE 1C1.06 - SITE UTILITY PLAN PHASE 1C1.08 - SIGNAGE AND STRIPING PLAN PHASE 1C1.14 - STORMWATER POLLUTION PREVENTION PLAN PHASE 1CD1.01 - DEMOLITION PLAN PHASE 1C1.07 - SITE UTILITY PLAN PHASE 1SEE PLANS BY AVCONAIRLINE AVENUERED CLEVELAND BOULEVARDHANGER ROADCD1.02 - DEMOLITION PLAN PHASE 1C1.01 - SITE DIMENSION PLAN PHASE 1C1.04 - SITE GRADING PLAN PHASE 1C1.09 - SIGNAGE AND STRIPING PLAN PHASE 1C1.15 - STORMWATER POLLUTION PREVENTION PLAN PHASE 1CD1.03 - DEMOLITION PLAN PHASE 1C1.02 - SITE DIMENSION PLAN PHASE 1C1.05 - SITE GRADING PLAN PHASE 1C1.10 - SIGNAGE AND STRIPING PLAN PHASE 1C1.16 - STORMWATER POLLUTION PREVENTION PLAN PHASE 1C1.11 - TURN LANE DESIGN PLAN AT INTERSECTION OF E. AIRPORT BLVD. AND RED CLEVELAND BLVD.(LTO)(S)(SVO)(ST)(SVO)(ST)Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SHEET LAYOUT PLANPHASE 1IBDRBJDOJDO1" = 100'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet100100200CONFORMED SET23
DCOMPACTORTEXISTING PARKINGGARAGE WEST SIDEEXISTING AIRPORT TERMINALEXISTING BUILDINGRED CLEVELAND BOULEVARDAIRPORT AVENUEHANGER ROADRED CLEVELAND BOULEVARDEXISTING AIRPORT TERMINALRED CLEVELAND BOULEVARDEXISTING TICKETCANOPY MODIFICATIONEXISTINGTICKET CANOPY(TO REMAIN)PROPOSEDGARAGE ACCESSPROPOSEDGARAGE ACCESSRE-STRIPEEXISTINGLANESEXISTING LOADING DOCKLOADING DOCK BUILDINGPHASE 1PROPOSEDPOND MODIFICATIONPROPOSED PAVEMENT MODIFICATIONAND PARKING RE-STRIPINGLOADINGDOCKPROPOSEDTURN LANESIDE WALKTRAFFICSIGNALArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014OVERVIEWPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet8080160CONFORMED SET25
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STA EXISTING PARKING GARAGE - WEST SIDEEXISTING CHECK-IN AREAREMOVE AND REPLACECURB AND PAVEMENTFOR UTILITY EXTENSIONSAW-CUT EXISTING PAVEMENTAND REMOVE CURB AND GUTTER PHASE 1BOLLARDS TO BEREMOVED WITH PHASE 1BOLLARDS TO BEREMOVED WITH PHASE 1 (TYP.)EXISTING BOLLARDSTO BE REMOVED (TYP.)INSTALL 8" LINE STOPAND REMOVE EXISTINGWATER MAIN TO NORTHREMOVEBOLLARDS TYP.REMOVE CURBREMOVE NO PARKING STRIPINGREMOVE NO PARKING STRIPINGREMOVE SIGNBEGIN BOLLARD REMOVALRELOCATE EXISTINGTRASH COMPACTORREMOVE CURBPAVEMENT TO BE REMOVEDREMOVE WATER PIPESEE C1.06 FORRELOCATION LIMITSREMOVEBOLLARDS(TYP.)CURB TO BE REMOVEDREMOVE LIGHT POLEREUSE FIXTUREON NEW POLEREMOVE SANITARYSEWER MANHOLEREMOVE SIGNREMOVE TREECURB TO BE REMOVEDREMOVE WHEEL STOPSCURB TO BE REMOVEDREMOVE TREEBEGIN CURB REMOVALREMOVEBOLLARDS TYP.REMOVE GATE,EQUIPMENTAND BOLLARDSEXISTING CURBTO REMAINREMOVE DUMPSTERAND CONCRETEREMOVE SANITARY LINEREMOVE SIGNSREMOVE STEEL COLUMNAND FOUNDATIONPROTECT EXISTINGSTORM INLETSAW-CUT EXISTING PAVEMENTSAW-CUT PAVEMENTAND REMOVE CURBSAW-CUT EXISTINGPAVEMENT AND REMOVECURB AND GUTTER PHASE 1EXISTING LIGHT POLE TO REMAIN(TERMINATE CIRCUITRY)REMOVE LIGHT POLEREUSE FIXTUREON NEW POLEREMOVE LIGHT POLEREUSE FIXTUREON NEW POLEREMOVE FIRE HYDRANTREMOVE RADIUS IN STRIPEINSTALL 8" LINESTOP AND REMOVEWATER MAIN TO SOUTHREMOVE INLETREMOVE EXIST. 10" STORM PIPEPROTECT INLETPLUG EXIST. 10" F.L.SAVE AND PROTECTGREASE TRAPSREMOVE WALLPROTECT BACKFLOWPROTECT FIRE HYDRANTEXISTING 8" STORMPIPE TO REMAINCURB TO BE REMOVEDSIGNS TO BE REMOVEDREMOVE POWERPOLE AND PULL BOXREMOVE WHEEL STOPSSIGN TO BE REMOVED TYP.REMOVE PULL BOXESREMOVE TREEREMOVE VEGETATIONREMOVE CONCRETE,METAL STRUCTURE,BOLLARDS AND BENCHESREMOVE TREEREMOVE CURBAND PAVEMENTREMOVE ELECTRIC BOXFENCE TO BE REMOVEDREMOVE EXISTING 8" PVCSTORM DRAIN AND CLEANOUTFROM MECHANICAL ROOMTO LOCATION SHOWNEXISTING 6" PVC STORMDRAIN TO REMAINEXISTING CLEANOUTREMOVE FENCE AND BOLLARDSREMOVED / REUSEEXISTING STAIRCASEEXISTING LIGHTPOLE TO REMAINEXISTING CLEANOUT (TO REMAIN)REMOVE EXISTING 6" PVCTO LOCATION SHOWNREMOVE FIRE HYDRANTAND WATER MAINREMOVE SHRUBSREMOVE ELECTRIC LINEMATCH LINE CD1.01N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014DEMOLITION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037NOTES:1. PROPOSED WATER MAIN IS REQUIRED TO BE INSTALLED ANDTESTED AND RELEASED PRIOR TO REMOVAL OF EXISTINGWATER MAIN. LINE STOP OF THE EXISTING WATER MAIN ANDRECONNECTION OF THE NEW WATER MAIN SHALL BEPREFORMED SIMULTANEOUS OR AS CLOSE AS POSSIBLE SOTHAT DOWN TIME OF THE WATER SERVICE IS LIMITED.2. THIS PLAN SHOWS ALL LARGE TREES TO BE REMOVED. AREASWITH LANDSCAPING IN CONFLICT WITH PROPOSEDCONSTRUCTION AND LANDSCAPING MAY NOT BE DEPICTED, BUTARE REQUIRED TO BE REMOVED.3. CONTRACTOR SHALL MAINTAIN TRUCK ACCESS FROM EASTERNLOADING DOCK UNTIL NEW LOADING DOCK IS CONSTRUCTED.LEGENDKEY MAPMATCH LINEPHASE I SAW-CUT LIMITSSAW-CUTSIGN TO BE REMOVEDTREE TO BE REMOVEDAREA TO BE DEMOLISHEDPAVEMENT TO BE REMOVEDCONFORMED SET26
GENERATORTRASHCOMPACTORCHILLERTRANSFORMERTRANSFORMERCHILLERGENERATORDCOMPACTORTN: 1615165.85E: 579015.34N: 1615153.19E: 578968.82N: 1615050.50E: 578969.82N: 1614988.62E: 579012.89EXISTING PARKINGGARAGE WEST SIDEEXISTING AIRPORT TERMINALEXISTING BUILDINGEXISTING PARKINGRED CLEVELAND BOULEVARDRED CLEVELAND BOULEVARDAIRPORT AVENUEHANGER ROADDESIGN BY AVCONPROP. LANDSCAPED AREAPRO
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EXISTING TERMINAL(SEE ARCHITECTURAL PLAN)EXISTING CANOPY TO REMAINPHASE IOPEN CUT AND REPAIRFOR UTILITY EXTENSIONPROTECT EXISTING COLUMNREMOVE METAL STAIRCASEPARTIAL CANOPYDEMOLITION10.00'REMOVE BOLLARDSRELOCATED AC UNITS / TRANSFORMERSSEE STRUCTURAL FOR CONCRETEDEMO / INSTALLATION FOR COLUMNSMATCH LINE CD1.00N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014DEMOLITION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037KEY MAPLEGENDMATCH LINEPHASE I SAW-CUT LIMITSSAW-CUTSIGN TO BE REMOVEDTREE TO BE REMOVEDAREA TO BE DEMOLISHEDPAVEMENT TO BE REMOVEDCONFORMED SET27
SITE BENCHMARK # 5STRIPING AND CURBTO BE REMOVEDSTRIPING TOBE REMOVEDSTRIPING AND CURBTO BE REMOVEDPAVEMENT, STRIPINGAND CURB TO BE REMOVEDSAWCUT EDGE OF PAVEMENTAND REMOVE STRIPING AND CURBSAW-CUT EXISTINGFLUME AND REMOVEREMOVE MITEREDEND SECTIONSREMOVE CURB INLET TOP.MANHOLE TO REMAIN.SAW-CUT ROADSAT EXISTINGCONCRETE ISLANDSAW-CUT ROADSAT EXISTINGCONCRETE ISLANDSAW-CUT AND REMOVEMODULAR BUILDING ANDEXISTING CONCRETERELOCATE BOXAND LIGHT POLEMANHOLE TOP TO BE RAISEDMANHOLE TO REMAINREMOVE STOP SIGN ANDLEFT TURN ONLY SIGNEXISTINGPARKING GARAGEWEST SIDEREMOVE FLUMEREMOVE MITEREDEND SECTIONSN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014DEMOLITION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037KEY MAPLEGENDMATCH LINESAW-CUTSIGN TO BE REMOVEDAREA TO BE DEMOLISHEDPAVEMENT TO BE REMOVEDCONFORMED SET28
SAW-CUT PAVEMENT ANDREMOVE CONCRETE ISLANDSAW-CUT PAVEMENT ANDREMOVE CONCRETE ISLANDBEGIN CURB ANDPAVEMENT REMOVALSAW-CUT PAVEMENTAND REMOVE CURBDIRECTIONAL ARROWSTO BE REMOVEDDIRECTIONAL ARROWSTO BE REMOVEDSTRIPING TO BE REMOVEDSTOP BAR TOBE REMOVEDEXISTING CURB TO REMAINEXISTING FLUME TO REMAINREMOVE EXISTINGSTOP SIGNEXISTING CONCRETEVALLEY GUTTERREMOVE STOP BARPAVEMENT MARKINGTO BE REMOVEDPAVEMENT MARKINGTO BE REMOVEDREMOVE GATEREMOVEJERSEYBARRIERSAW-CUT AND REMOVE PAVEMENT2.00'N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014DEMOLITION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037KEY MAPLEGENDMATCH LINESAW-CUTSIGN TO BE REMOVEDAREA TO BE DEMOLISHEDPAVEMENT TO BE REMOVEDSTRIPING TO BE REMOVED (TYP.)STRIPING TO REMAIN (TYP.)WHEEL STOPS TO REMAIN (TYP.)STRIPING TO BE REMOVED (TYP.)STRIPING TO BE REMOVED (TYP.)CONFORMED SET29
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITE BENCHMARK # 2SITE BENCHMARK # 1GENERATORDCOMPACTORTTRUCK TURN-AROUNDLOA
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N)40'40'110'EXISTINGLOADING DOCKS RAMPAIRLINE AVENUEHANGER ROAD(HC)EXISTING PARKING GARAGE - WEST SIDEN: 1614669.27E: 577295.00N: 1614591.94E: 577192.54N: 1614704.90E: 577330.45N: 1614732.83E: 577358.38N: 1614531.05E: 577325.91N: 1614655.40E: 577435.81N: 1614627.47E: 577407.882'RN: 1614602.43E: 577364.605'RDOOR TYP.ROLLING DOOR TYP.LOADING DOCKRAMPEXISTING TYPE "F"CURB AND GUTTER5'R4.5'R2'R3'RMATCH EXISTING PAVEMENTMATCHEXISTINGPAVEMENTPROPOSED SCREEN WALLSEE ARCHITECTURALPLANS FOR DETAILS226642522.67'14.66'19.09'6.00'10.00'12.00'15.00'18.00'MATCH EXISTINGCURB AND PAVEMENTMATCH EXISTINGCURB AND PAVEMENT6.00'18.00'10.00'18.00'20.00'20.00'6.00'10.00'50'R5MATCH EXISTINGCURB AND PAVEMENTN: 1614532.91E: 577251.08N: 1614562.95E: 577324.30N: 1614607.54E: 577381.245.00'7PROPOSED SCREEN WALLSEE ARCHITECTURALPLANS FOR DETAILS7EXTEND 6' AOA FENCE87MATCH EXISTING22MATCH EXISTINGPAVEMENT AND CURBTEMPORARY FENCEFOR PHASE 276TRASH COMPACTOR LOCATION19.68'DOUBLE CORRAL GATE624RELOCATED STAIRCASEN: 1614871.64E: 577539.13N: 1614855.79E: 577523.31PROPOSED SERVICE ELEVATOR7.79'TEMPORARYSTABILIZED GRADEMATCH EXISTINGPAVEMENT AND CURB1.F1.FC1.19C1.193332'RN: 1614679.66E: 577429.70N: 1614664.49E: 577444.85N: 1614621.84E: 577300.81N: 1614617.55E: 577305.0114.50'1.G1.GC1.19C1.1910.00'24.00'TEMPORARY FENCEFOR PHASE 211PROPOSED TRANSFORMERPROPOSEDDUMPSTERKey Mapwww.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE DIMENSION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037(HC)71234567KEYNOTES SYMBOL LEGENDTEMPORARY HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18TYPE 'D' CONCRETE CURB FDOT INDEX NO. 300SEE DETAIL 1.9, SHEET C1.18TYPE 'F' CONCRETE CURB FDOT INDEX NO. 300SEE DETAIL 1.10, SHEET C1.18INTEGRAL CONCRETE SIDEWALKSEE DETAIL 1.7, SHEET C1.18TEMPORARY HC ACCESSIBLE RAMPWITH DETECTABLE WARNING PAD,PER FDOT INDEX 304 CR-EPROP. MODIFIED TYPE "D" CONCRETE CURB,SEE DETAIL 1.9, SHEET C1.18NOSE DOWN CURBSEE DETAIL 1.17, SHEET C1.18LEGEND8PROPOSED MIAMI CURBSEE DETAIL 1.28, SHEET C1.18MATCH LINESTABILIZED GRADESAW-CUTREFERENCE BASELINEHANDICAP PARKING SIGNSEE DETAIL 1.23, SHEET C1.18PARKING SPACES PER ROWHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.18CONCRETEBOLLARDSEE SHEET C1.13NOTE:STABILIZATION SHOWN IS A DEPICTION OF THE AREA BEINGPREPARED FOR PHASE 2 CONSTRUCTION. CONTRACTOR SHALLMAINTAIN ACCESS TO EXISTING LOADING DOCK UNTIL NEW LOADINGDOCK IS OPERATIONAL.CONFORMED SET30
111(DNE)(DNE)(DNE)(DNE)(S)(S)EXPANDED POND16.00'25.00'N: 1614196.37E: 577584.26N: 1614037.46E: 577090.2712.58'12.62'TO EOPEXISTING TICKET BOOTH10.0'R38.0'R50.0'R62.0'R50.0'R2.0'R15.0'R30.0'R5.0'R25.0'R25.0'RRELOCATED POLEPROPOSED SIGN #1"GARAGE PARKINGTERMINAL DELIVERIES"SVC ONLY4466315.0'R15.0'R12.00'9.61'12.00'12.00'5.00'12.00'12.00'119GATE(SEE SP 21)PROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.1950.00'10.00'6.00'684.00'4.00'10.00'50.00'8PROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.196EXISTING CURB474.00'EXISTING CONCRETE FLUME4N: 1614246.67E: 577513.72N: 1614069.00E: 577144.917N: 1614104.93E: 577144.6475.0'R5.0'R444PROPOSED MESPROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.19PROPOSED INLET TOPPROPOSED TYPE 'H' INLETPROPOSED MES49.66'15.00'(LTO)(S)(SVO)(ST)(SVO)1.H1.HC1.19C1.191.I1.IC1.19C1.19N: 1614087.00E: 577162.90N: 1614087.00E: 577098.02N: 1614233.88E: 577139.85N: 1614265.81E: 577139.235'R64.20'2.5'R37'R2.5'R10.36'N: 1614278.99E: 577167.43N: 1614278.87E: 577186.94N: 1614261.95E: 577182.65N: 1614265.10E: 577218.50N: 1614266.14E: 577389.17N: 1614262.68E: 577449.18N: 1614250.15E: 577397.96N: 1614215.87E: 577449.03N: 1614196.42E: 577488.60N: 1614208.41E: 577507.66N: 1614223.18E: 577516.4511'R4.00'RELOCATEDPULL BOX(Y)www.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE DIMENSION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 6503791234567NO LEFT TURNSEE DETAIL 1.22, SHEET C1.19DO NOT ENTERSEE DETAIL 1.21, SHEET C1.19STOP SIGN, R1-1 24" X 24"SEE DETAIL 1.23, SHEET C1.19MATCH LINECONCRETEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18PARKING SPACES PER ROWREFERENCE BASELINE(NLT)(DNE)(S)LEGENDLIGHT DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.12, SHEET C1.18HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18TYPE 'D' CONCRETE CURB INDEX NO. 300SEE DETAIL 1.9, SHEET C1.18TYPE 'F' CONCRETE CURB INDEX NO. 300SEE DETAIL 1.10, SHEET C1.18TURNDOWN CONCRETE SIDEWALKSEE DETAIL 1.14, SHEET C1.18TYPE I CONCRETE ISLAND PER FDOT INDEX NO. 302MATCH EXISTING CURBKEY MAPKEYNOTES SYMBOL LEGEND891050' TRANSITION TO 12' LANECONCRETE VALLEY GUTTER PER FDOT INDEX NO. 300SEE DETAIL 1.29, SHEET C1.18TRANSITION FROM 'F' CURB TO 'D' CURB11NOSE DOWN CURBSEE DETAIL C1.12, SHEET C1.18CONFORMED SET31
AIRLINE AVENUEEXISTING PARKING LOTEXISTING PARKING LOTEXISTING TICKET BOOTH(TO REMAIN)PROPOSED SIGN #3"GARAGE PARKINGECONOMY PARKING"6133214.00'28.92'3.25'11.17'25.67'4.00'10.00'20.00'4.00'14.00'60°13.33'16.50'N: 1613461.76E: 577257.174.00'3'RN: 1613487.22E: 577186.823'RN: 1613462.69E: 577187.05N: 1613459.18E: 577135.82www.sunshine811.com2' WIDE TYPE II CONCRETE TRAFFIC SEPARATORMODIFIED FDOT INDEX NO. 302N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE DIMENSION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650379123456KEYNOTES SYMBOL LEGENDLEGENDMATCH LINECONCRETEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18PARKING SPACES PER ROWREFERENCE BASELINEKEY MAPTYPE 'F' CONCRETE CURB INDEX NO. 300SEE DETAIL 1.10, SHEET C1.18MATCH EXISTING TYPE 'F' CURBNEW GATESSEE ARCHITECTURAL PLANSTYPE I CONCRETE ISLAND PER FDOT INDEX 3026" CONCRETE PAVEMENTSEE DETAIL 1.13, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.187TYPE 'F' CONCRETE CURB INDEX NO. 300WITH 2' CURB CUT AT LOW POINTSSEE DETAIL 1.10, SHEET C1.18CONFORMED SET32
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITE BENCHMARK # 2SITE BENCHMARK # 1GENERATORDCOMPACTORTEXISTINGPARKING GARAGEWEST SIDELOADING DOCKBUILDINGFFE = 51EXISTING CHECK-IN AREATC 50.50BC 49.8051.0051.4550.95TC 50.50BC 49.50PROPOSED MODIFIEDTYPE "D" CURB FOR PHASE 149.5050.6051.00TC 50.50BC 49.5050.10±51.0051.0050.4550.4050.3550.8550.3550.1550.8550.35M.E. 49.80±50.2550.0050.5050.0049.5049.0048.5048.45 M.E.48.45 M.E.48.9548.4549.50 M.E.EXISTING GRATE48.5150.3049.8050.00 M.E.MATCH EDGE OFEXISTING PAVEMENT50.80 TW47.25M.E.M.E. 49.04M.E. 49.42±48.92±M.E. 48.97±M.E. 49.32±48.82±M.E. 48.93M.E.48.85±49.4049.3551.4050.9050.4051.3550.8550.8550.3550.7050.2050.5050.0050.3049.8050.2049.7049.8049.3049.7549.3049.6050.3049.8049.8050.5050.0050.7050.2050.0050.0049.50M.E. 49.70±M.E. 49.25±45° BEND50.8050.3050.8050.30M.E. 50.00±50.80 TW47.2550.3650.66±50.16±M.E. 48.80M.E. 48.86±M.E. 49.28±49.1049.2549.2549.00M.E. 49.5649.0648.9049.9049.8549.00±51.5051.0048.9049.1049.5049.00RELOCATED STAIRCASEPROPOSED SERVICE ELEVATORSTABILIZED GRADEM.E. 48.95±M.E. 49.33±48.83±1.F1.FC1.19C1.1950.8050.3051.3050.8050.0050.3050.5050.5050.0050.0050.3048.5849.7050.0050.2051.0051.0050.7050.9550.3050.5050.501.G1.GC1.19C1.19EXISTING CLEANOUTS-14S-15S-18S-17S-16S-4S-13S-12S-11S-10S-9S-8S-7S-6S-5S-1S-2S-3S-19S-20www.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE GRADING PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037S-1S-2S-3S-4S-5S-6S-7S-8S-9S-10S-11S-12S-13TRENCH DRAIN AND SUMP PUMP(SEE ARCHITECTURAL DRAWINGSFOR DESIGN INFORMATION)TOP GRATE = 47.00STORM STRUCTURE SCHEDULEKEY MAPLEGEND47.5347.11MATCH LINESAW-CUT LIMITSCHAIN LINK FENCEPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTIONPROPOSED FLOW LINEEXISTING CONTOUR LINE110 LF~ 2" PVC FORCE MAINCORE BORE EXISTING INLETAND CONNECT @ EL. 46.00RAISE INLET AND GRATETO ELEV. 49.106" CLEANOUT W/ 6" WYETOP ELEV. 50.90FL. 47.0035 LF. ~ 6" PVC @ 1.0%6" INLINE CLEANOUTTOP ELEV. 50.90FL. 46.6515 LF. ~ 6" PVC @ 1.0%CONNECT TO EXIST. 30" RCPPER FDOT INDEX 280FL. 46.5020 LF. ~ 6" PVC @ 1.0%6" CLEANOUT W/ 6" WYETOP EL. 50.90FL. 46.7040 LF. ~ 6" PVC @ 1.0%6" CLEANOUT W/ 6" WYETOP ELEV. 51.30FL. 47.10STABILIZED GRADEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.18CONCRETE ISLANDS-146" CLEANOUT WITH 6" WYETOP ELEV. 51.00±CONNECT 5± LF ~ 6" PVCTO EXISTING CLEANOUT W/ 6" WYE.FL 41.50±S-1525 LF ~ 6" PVC @ 1.0%S-166" CLEANOUT WITH 6" WYEFL. 41.20S-1710 LF ~ 6" PVC @ 1.0%S-186" CLEANOUT WITH 6" WYE @ 1.0%CONNECT TO EXISTING 6" PVCFL. 41.10±S-19M.H. WITH 2" GRINDER SUMP PUMPOR PACKAGED LIFT STATIONS-206 LF~ 6" PVCCONFORMED SET33
(LTO)(S)(SVO)(ST)(SVO)1.H1.HC1.19C1.191.I1.IC1.19C1.1930" RCP WITH 30" M.E.S.49.60 M.E.50.03 M.E.49.59 M.E.50.5050.0050.2049.75 M.E.50.32 M.E.49.85 M.E.50.5050.0049.49 M.E.49.39 M.E.50.21M.E. 49.7150.0849.5849.9549.4549.80M.E. 49.30±49.8049.3049.74M.E. 49.2449.7349.2349.5749.0749.5249.0249.6549.1549.67M.E. 49.1749.5049.0049.2548.7549.0048.5049.2548.7548.5049.2048.70 M.E.48.2550.0049.5050.2549.7549.7549.2550.5550.0550.3049.8050.8550.3550.6050.1050.5550.0550.3049.8050.0049.5050.9850.48 M.E.50.7150.21 M.E.M.E. 49.92±M.E. 49.61±49.75M.E. 49.2549.33M.E. 48.8350.0049.50M.E. 49.71M.E. 49.81M.E. 49.76M.E. 49.7049.4850.0549.5549.2050.0249.5250.0749.5749.9549.4549.8049.3049.6549.1549.0050.1049.601411871356241315946.50Key Mapwww.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE GRADING PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 6503746.3447.5347.11MATCH LINESAW-CUT LIMITSCHAIN LINK FENCEPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTIONPROPOSED FLOW LINESEXISTING CONTOUR LINELEGENDCONNECT 20 LF 45" X 29"ERCP @ 0.24%± TO EXIST. PIPEFDOT TYPE "H" INLET (4 GRATES)TOP ELEV. 50.00SW. FL. 46.13 (45" X 29")SW. FL. 46.10 (25" X 24" ERCP)NE. FL. 46.10 (45" X 29" ERCP)10 LF~ 45" X 29" ERCP @ 0.48%±CONNECT TO EXIST. CORRUGATEDMETAL PIPE PER DOT INDEX 280FOR - PIPE CONNECTION40 LF~ 25" X 24" ERCP @ 1.0%CONCRETE MITERED END SECTION FL. 46.40CONCRETE MITERED END SECTION FL. 46.6052 LF~ 25" X 24" ERCP @ 0.66%CONNECT TO EXISTING STRUCTUREINV. ELEV. 46.94CONNECT 4-18" X 12" ERCPTO EXIST. 17" X 13" ERCPPER FDOT INDEX 280FOR DISSIMILAR PIPESMAINTAIN EXIST. SLOPE @ 0.33%CONCRETE MITERED SIDEDRAIN (QUAD) PER FDOTINDEX 273 W/GRATE FL. 46.44±TYPE II INLETTOP PER FDOT INDEX 210EOP EL. 48.2511' CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.195' CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.19RAISE MANHOLE TOP TO ELEV. 49.00RAISE MANHOLE TOP TO ELEV. 50.20135781012142469111315STORM STRUCTURE SCHEDULEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18CONCRETE ISLANDNOTE:CONTRACTOR TO VERIFY EXISTING PIPE SIZESPRIOR TO ORDERING NEW PIPE FOR EXTENSIONS.CONFORMED SET34
+0.50M.E.+0.50M.E.+0.50'M.E.+0.50'M.E.+0.50M.E.+0.50M.E.+0.50M.E.+0.50M.E.PROTECT EXISTING 15" PIPEwww.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE GRADING PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037LEGEND47.5347.11HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18CONCRETEMATCH LINESAW-CUTPROPOSED SPOT ELEVATIONPROPOSED FLOW LINEEXISTING CONTOUR LINESIDEWALKSEE DETAIL 1.14, SHEET C1.18CONFORMED SET35
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITE BENCHMARK # 2SITE BENCHMARK # 1GENERATORDCOMPACTORTTRUCKTURN-AROUNDEXISTINGPARKING GARAGEWEST SIDELOADING DOCKBUILDINGFFE = 51LOADINGDOCK RAMPCOURTYARDEXISTING8" WATERLINEEXISTING 6" SANITARY SEWEREXISTING 8" WATER MAINREMOVE ANDREPLACE CURBEXISTING UNDERGROUND ELECTRICOPEN CUT AND REPAIRREMOVE 8" LINE STOP AND INSTALLRESTRAINED 8" G.V. AND PLUG(SEE ARCHITECTURAL DRAWINGS)EXISTINGSTORMWATER INLETEXISTING ELECTRICREMOVE 8" LINE STOP ANDINSTALL RESTRAINED8" G.V. AND PLUGPROTECT EXISTING DOUBLEDETECTOR BACKFLOWEXISTING 8" WATER MAIN8771983161015421512345EXISTING FIRE HYDRANT6AIRLINE AVE.REDCLEVELANDBLVD.141213111726871920321181810229EXISTING FDCSEE NOTE 3 THIS SHEETEXISTING GAS TO BE RELOCATED BYGAS COMPANY AND MAKE ALL CONNECTIONSTO EXISTING AND PROPOSED GAS MAINS231110APPROX. LOCATION OF NEWPOWER CO. 5FTX10FTFP&L SPLICE BOX.APPROX. LOCATION OFNEW POWER CO. SWITCHN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE UTILITY PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037123451MATCH LINE C1.076782345678910111213141516171819CONNECT TO EXISTING 8" WATER MAIN WITH8" X 8" TAPPING SLEEVE AND VALVE8" PVC WATER MAIN8" - 22.5° BEND8" - 45° BEND8" - 90° BEND8" GATE VALVE8" X 6" TAPPING SLEEVE AND VALVEFIRE HYDRANT AND G.V. ASSEMBLYSEE DETAIL 1.34, SHEET C1.198" X 4" TAPPING SLEEVE AND VALVE4" FIRE LINEPOST INDICATOR VALVESEE DETAIL 1.33, SHEET C1.19BACKFLOW PREVENTERSEE DETAIL 1.30, SHEET C1.19FIRE DEPARTMENT CONNECTION4" - 90° BENDSEE ARCHITECTURAL DRAWINGSFOR CONNECTION TO BUILDING2" DOUBLE STRAP SERVICESADDLE AND CORPORATION STOP2" SERVICE LINE4" - 45° BENDMETER2" REDUCED PRESSURE BACKFLOW PREVENTERSEE DETAIL 1.31, SHEET C1.1920WATER LINE SCHEDULE SANITARY SEWER SCHEDULEKEY MAPNOTE:1. PROPOSED WATER MAIN IS REQUIRED TO BE INSTALLEDAND TESTED AND RELEASED PRIOR TO REMOVAL OFEXISTING WATER MAIN. LINE STOP OF THE EXISTING WATERMAIN AND RECONNECTION OF THE NEW WATER MAIN SHALLBE PREFORMED SIMULTANEOUS OR AS CLOSE AS POSSIBLESO THAT DOWN TIME OF THE WATER SERVICE IS LIMITED.2. BY-PASS PUMPING WILL BE REQUIRED DURING DEMOLITION,CONSTRUCTION AND TESTING OF THE SANITARY SEWER.3. CONTRACTOR TO VERIFY EXISTING WATER MAINCONNECTION FOR NEW FIRE HYDRANT ASSEMBLY IS OFFMAIN WATER MAIN AND NOT CONNECTED TO THE FIRE LINEMAIN IN THIS AREA.CONSTRUCT DOGHOUSE SANITARY MANHOLEAND CONNECT TO EXISTING 8" MAINS. INV. 45.10, N. INV. 45.25. TOP ELEV. 50.35220 LF ~ 8" PVC @ 0.40% CONCRETE ENCASEPER DETAIL 1.27, SHEET C1.19CONSTRUCT SANITARY MANHOLES. INV. 46.13, NE. INV. 46.20, TOP ELEV. 50.00±45 LF ~ 8" PVC @ 0.40%CONSTRUCT SANITARY MANHOLESW. INV. 46.38, N. INV. 47.80±,TOP ELEV. 51.10± (VERIFY AND CONNECTEXISTING GREASE INTERCEPTORS TOMANHOLE WITH A MIN OF 6" PVC.CONTRACTOR TO VERIFY INVS. UPSTREAMAND DOWNSTREAM CONNECTION POINTSPRIOR TO CONSTRUCTION. CONTRACTOR TOCONTACT ENGINEER WITH RESULTS.)8" X 4" SANITARY WYE, INV. 45.50±6 LF ~ 4" PVC @ 1.67%4" C.O. W/ WYE, INV. 45.60TOP ELEV. 50.7570 LF ~ 24" STEEL CASING WITH 0.25" WALLTHICKNESS. PROVIDE SPACERS. FIELD ANDSHOP WELDS OF CASING PIPE SHALL CONFORMTO AMERICAN WELDING SOCIETYSTANDARD SPECIFICATIONS.6" X 6" WYE - EXTENDED 10' - 6" PVC @ 1.0% MIN.6" CLEANOUT F.L. 42.50LEGENDCHAIN LINK FENCEPROPOSED WATER LINERPROPOSED ELECTRICAL LINE(SEE ELECTRICAL PLANS)EXISTING SANITARY SEWERPROPOSED SANITARY SEWEREXISTING UNDERGROUND ELECTRICEXISTING GAS MAINEXISTING WATER LINEPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTION4" - 22.5° BEND216" - 90° BEND229STABILIZED GRADEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.18CONCRETE2 1/2" SERVICE SADDLE AND 2 1/2" - 5' SERVICELINE PLUGGED FOR FUTURE CONNECTION231011CONFORMED SET36
COURTYARDEXISTING TERMINAL(SEE ARCHITECTURAL PLAN)APPROXIMATE LOCATION OFEXISTING 6" SANITARY SEWEREXISTING CANOPYREMOVE AND REPLACE CURBOPEN CUT AND REPAIREXISTING 8" WATERLINEREMOVE AND REPLACE CURBEXISTING STORM DRAINEXISTING FIREHYDRANT ASSEMBLY654313OPEN CUT SIDEWALKAND REPAIR7PROTECT EXISTING COLUMNRED CLEVELAND BLVD.28910EXISTING 6" PVCMATCH LINE C1.06N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SITE UTILITY PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650371234567WATER LINE SCHEDULEKEY MAP8" X 6" TAPPING SLEEVE AND VALVE6" PVC FIRE LINE6" 90° BENDPROPOSED 6" BACK FLOW PREVENTERSEE DETAIL 1.30, SHEET C1.19PROPOSED FDCSEE ARCHITECTURAL DRAWINGSFOR CONNECTION TO BUILDINGPOST INDICATOR VALVEWHEN INSTALLING UTILITIES REPAIR ROOF LEADERS AS NECESSARY.LEGENDCHAIN LINK FENCEPROPOSED WATER LINEREXISTING SANITARY SEWEREXISTING UNDERGROUND ELECTRICEXISTING GAS MAINEXISTING WATER LINEPROPOSED STORM SEWER SYSTEMPROPOSED MITERED END SECTION86" TEEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.1898" X 6" TAPPING SLEEVE AND VALVE10FIRE HYDRANT ASSEMBLYSEE DETAIL 1.34, SHEET C1.19CONFORMED SET37
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTGENERATORDCOMPACTORTTRUCK TURN-AROUNDLOA
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N)40'40'110'EXISTINGLOADING DOCKS RAMPAIRLINE AVENUEHANGER ROAD(HC)EXISTING PARKING GARAGE - WEST SIDEROLLING DOOR TYP.LOADING DOCKRAMP23110'R444444TRASH COMPACTOR118'10'24'10'20'18'18'10'RELOCATED STAIRCASEPROPOSED SERVICE ELEVATORTEMPORARYSTABILIZED GRADE12'DUMPSTERTRANSFORMER10'Key Mapwww.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SIGNAGE AND STRIPINGPLAN PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037(HC)71234KEYNOTES SYMBOL LEGEND4" WIDE SINGLE YELLOW PAVEMENT PARKING STRIPE TYP.5' WIDE ACCESSIBLE AISLE STRIPING PAINTEDON PAVEMENT, PER FDOT INDEX 17346SEE DETAIL 1.16, SHEET C1.18WHITE ACCESSIBLE SYMBOL PAINTED ONPAVEMENT, PER FDOT INDEX 17346SEE DETAIL 1.32, SHEET C1.18SYSL/4" SPACED @ 2' O.C. @ 45° BOUND BY SYSL/4"LEGENDSTABILIZED GRADEHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18SIDEWALKSEE DETAIL 1.14, SHEET C1.18CONCRETEMATCH LINESAW-CUTREFERENCE BASELINEHANDICAP PARKING SIGNSEE DETAIL 1.15, SHEET C1.18PARKING SPACES PER ROWCONFORMED SET38
(DNE)(DNE)(DNE)(DNE)(S)(S)EXPANDED PONDEXISTING TICKET BOOTHRELOCATED POLEPROPOSED SIGN #1"GARAGE PARKINGTERMINAL DELIVERIES"SVC ONLY115.0'RGATE(SEE ARCHITECTURALDRAWINGS FOR DETAILS)PROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.198PROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.19EXISTING CURBEXISTING CONCRETE FLUMEPROPOSED MESPROPOSED CONCRETE FLUMESEE DETAIL 1.26, SHEET C1.19PROPOSED INLET TOPPROPOSED TYPE 'H' INLETPROPOSED MES111111111112333(LTO)(S)(SVO)(ST)(SVO)1.H1.HC1.19C1.191.I1.IC1.19C1.192www.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SIGNAGE AND STRIPINGPLAN PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650379NO LEFT TURNSEE DETAIL 1.22, SHEET C1.19DO NOT ENTERSEE DETAIL 1.21, SHEET C1.19STOP SIGN, R1-1 24" X 24"SEE DETAIL 1.23, SHEET C1.19MATCH LINEPARKING SPACES PER ROWREFERENCE BASELINE(NLT)(DNE)(S)LEGENDKEY MAP123KEYNOTES SYMBOL LEGENDWHITE REFLECTIVE DIRECTIONAL ARROWS ON PAVEMENTPER FDOT INDEX NO. 17346. (TYP)SEE DETAIL 1.25, SHEET C1.196" DOUBLE SOLID YELLOW LINES24" WIDE SOLID WHITE PAINTED STOP BARPER FDOT INDEX NO. 17346 (TYP)SEE DETAIL 1.24, SHEET C1.19SERVICE VEHICLES ONLY(SVO)HEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18CONCRETECONFORMED SET39
AIRLINE AVENUEEXISTING PARKING LOTEXISTING PARKING LOTEXISTING TICKET BOOTH(TO REMAIN)PROPOSEDPARKING SIGN #2"ECONOMY PARKING"PROPOSED SIGN #3"GARAGE PARKINGECONOMY PARKING"10.00'20.00'
14.00'60°121334510.00'133www.sunshine811.comN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014SIGNAGE AND STRIPINGPLAN PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650379KEYNOTES SYMBOL LEGENDLEGENDMATCH LINEPARKING SPACES PER ROWREFERENCE BASELINEKEY MAP14" WIDE SINGLE WHITE PAVEMENT PARKING STRIPE (TYP)2SYSL/4", 2' O.C. @ 45° BOUND BY SYSL/4"3WHITE REFLECTIVE DIRECTIONAL ARROWS ON PAVEMENTPER FDOT INDEX NO. 17346 (TYP)SEE DETAIL 1.25, SHEET C1.1946" SKIP WHITE LANE DELINEATION LINEPER FDOT INDEX NO. 1734656" DOUBLE SOLID YELLOW LINESHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18CONCRETECONFORMED SET40
N0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014TURN LANE DESIGN PLAN ATINTERSECTION OF E. AIRPORT BLVD.AND RED CLEVELAND BLVD.IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037Key MapLEGENDMATCH LINESAW-CUT / MATCH EXISTINGHEAVY DUTY FLEXIBLE PAVEMENTSEE DETAIL 1.11, SHEET C1.18TYPE "F" CURB WITH CURB CUTNOTE:SEE SIGNAL PLAN FOR TRAFFIC SIGNAL DETAILCONFORMED SET41
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREA
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DT(ST)(NLT)TRUCKTURN-AROUNDLOADING DOCKBUILDINGFFE =LOADINGDOCK RAMPBAGGAGE BELTCOURTYARDEXISTING PARKING GARAGE - WEST SIDECOURTYARDPROPOSED BUILDINGNEW TICKETING AREAFFE =BMA AREAEXISTING CHECK-IN AREACOURTYARDEXISTING TERMINAL(SEE ARCHITECTURAL PLAN)EXISTING TERMINAL(SEE ARCHITECTURAL PLAN)FIRE HYDRANTFIRE HYDRANTFIRE HYDRANTGATES 1-5 AND NEW GATES / BAG CLAIMS 4, 5 AND 6PHASE 3SAA OFFICES / WESTERNCBP / BAG CLAIM 3PHASE 1PARKING GARAGETICKETING / GATES 6-12 / SCREENING / BAG CLAIM 1 AND 2PHASE 2LOADING DOCK / BADGING / POLICEPHASE 1FDCFIRE HYDRANTSEE SHEET C3.04 FOR FIRE LINESEE SHEET C1.07 FOR FIRE LINESEE SHEET C1.06 FOR FIRE LINESEE SHEET C2.04 FOR FIRE LINESEE SHEET C1.06 FORF.H. CONNECTIONArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014REFERENCE ONLY FIRE LINE PLANIBDRBJDOJDO1" = 50'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet5050100CONFORMED SET42
Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014BOLLARD LAYOUT PLANIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet404080CONFORMED SET43
RESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTRESTRICTED AREAKEEP OUTSITSITE BENCHMARK # 1GENERATORDCOMPACTORT34203420LOADING DOCKBUILDINGLOADING DOCKRAMPTREE PROTECTIONGUTTER BUDDYSEE DETAIL 1.3, SHEET C1.17CEArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014STORMWATER POLLUTION PREVENTION PLANPHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N0Graphic Scale in Feet202040TOTAL DISTURBED AREA 1.89 AC.203420SOILS LEGENDSOILS BOUNDARY LINEURBAN LANDMYAKKA AND EAU GALLIE FINE SANDSAREA SUMMARYLEGENDPROPOSED FLOW LINESLIMITS OF DISTURBANCESEEDING/VEGETATION STABILIZATIONPROPOSED INLET PROTECTIONFOR DETAILS, SEE SHEET C1.17SOIL TYPECETEMPORARY CONSTRUCTION EXITSEE DETAIL 1.1, SEE SHEET C1.17CONFORMED SET44
(LTO)(S)(SVO)(ST)(SVO)LIMITS OF DISTURBANCELIMITS OF DISTURBANCEGUTTERBUDDYGUTTERBUDDYGUTTER BUDDYGUTTER BUDDYGUTTER BUDDYSEE DETAIL 1.3, SHEET C1.17LIMITS OF DISTURBANCELIMITS OF DISTURBANCEN0Graphic Scale in Feet202040Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014STORMWATER POLLUTIONPREVENTION PLAN PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037PROPOSED INLET PROTECTIONFOR DETAILS, SEE SHEET C1.17SEEDING/VEGETATION STABILIZATIONSOIL TYPE: X SANDTOTAL DISTURBED AREA 0.85 AC.TEMPORARY SILT FENCELIMITS OF DISTURBANCEPROPOSED FLOW LINESSOILS BOUNDARY LINEPOMELLO FINE SANDS2027LEGENDSOILS LEGENDAREA SUMMARYCONFORMED SET45
LIMITS OF DISTURBANCELIMITS OF DISTURBANCETEMPORARY SILT FENCESEE DETAIL 1.4, SHEET C1.17N0Graphic Scale in Feet202040PROPOSED INLET PROTECTIONFOR DETAILS, SEE SHEET C1.17SEEDING/VEGETATION STABILIZATIONSOIL TYPE: X SANDTOTAL DISTURBED AREA 0.65 AC.TEMPORARY SILT FENCESEE DETAIL 1.4, SHEET C1.17LIMITS OF DISTURBANCEPROPOSED FLOW LINESSOILS BOUNDARY LINEPOMELLO FINE SANDS2027LEGENDSOILS LEGENDAREA SUMMARYwww.sunshine811.comArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014STORMWATERPOLLUTION PREVENTIONPLAN PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037CONFORMED SET46
SEQUENCE OF CONSTRUCTIONTHE CONTRACTOR SHALL FOLLOW THE SEQUENCE OFCONSTRUCTION AS DESCRIBED BELOW. IF THE CONTRACTORFINDS THAT THE SEQUENCE NEEDS TO BE MODIFIED, THECONTRACTOR SHALL CONTACT THE CEC FOR FURTHERDIRECTION. THE INSTALLATION OR REMOVAL OF BMPS, EARTHDISTURBANCE, GRADING, TEMPORARY STABILIZATION ANDPERMANENT STABILIZATION SHALL BE IMMEDIATELY NOTED IN THESWPPP IMPLEMENTATION LOG AND ON THE SITE MAP. THECONTRACTOR SHALL DISTURB ONLY THOSE AREAS NECESSARYTO INSTALL THE BMPS UNTIL DIRECTED IN THE SEQUENCE TOBEGIN CLEARING AND GRUBBING OPERATIONS. ALL TEMPORARYBMPS SHALL BE REPAIRED AND MAINTAINED UNTIL STABILIZATIONHAS OCCURRED AND THERE IS NO RISK OF DISCHARGE, THENTHEY SHALL BE REMOVED.1. POST A COPY OF THE NOI OR LETTER FROM FDEP CONFIRMINGCOVERAGE UNDER THE GENERIC PERMIT, AND THE NAME ANDPHONE NUMBER OF THE CONTRACTOR'S REPRESENTATIVERESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLINSTALLATION AND MAINTENANCE ON A 24 HOUR BASIS.2. INSTALL PERIMETER CONTROLS IMMEDIATELY DOWNSTREAMOF THE PLANNED LOCATION OF THE CONSTRUCTION EXIT.3. INSTALL STABILIZED CONSTRUCTION EXIT.4. INSTALL REMAINING PERIMETER CONTROLS.5. INSTALL TEMPORARY PARKING AND STORAGE AREAS (TRAILER,PARKING, LAY DOWN, SANITARY FACILITIES, WHEEL WASH,CONCRETE WASHOUT, MASONS AREA, FUEL AND MATERIALSTORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC).6. CONSTRUCT AND STABILIZE THE SEDIMENT BASINS ANDSEDIMENT TRAPS WITH APPROPRIATE OUTFALL STRUCTURES7. CONSTRUCT AND STABILIZE HYDRAULIC CONTROLS (DITCHES,SWALES, DIKES, CHECK DAMS, ETC.).8. BEGIN DEMOLITION, CLEARING AND GRUBBING OPERATIONS ASAPPLICABLE.9. BEGIN CONSTRUCTION OF BUILDING PAD AND STRUCTURES.10. TEMPORARILY SEED, IMMEDIATELY AND THROUGHOUTCONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR7 DAYS OR MORE.11. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBSAND GUTTERS.12. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACHOUTLET STRUCTURE IS INSTALLED.13. INSTALL INLET PROTECTION AROUND ALL STORM SEWERSTRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.14. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEYARE BROUGHT TO FINAL GRADE.15. PREPARE SITE FOR PAVING.16. PAVE SITE.17. INSTALL APPROPRIATE INLET PROTECTION DEVICES FORPAVED AREAS AS WORK PROGRESSES.18. COMPLETE GRADING AND INSTALL PERMANENT STABILIZATIONOVER ALL AREAS.19. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLDEVICES (ONLY IF SITE IS STABILIZED).20. SUBMIT NOTICE OF TERMINATION (NOT) ONCE ALLCONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZEDPER PLAN.NOTE:CONTRACTOR SHALL PAY CLOSE ATTENTION WHEN CLEARING AND/ORGRADING THE SITE TO ENSURE THAT WHEN EXISTING ROOTS AREENCOUNTERED THEY ARE CUT OFF EVENLY WITH CLEAN SHARP PRUNINGTOOLS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING THEDAMAGE OF THE EXISTING ROOT SYSTEMS.JAN* THIS IS ONLY A GUIDE, CONTRACTOR IS TO USE HIS JUDGMENT TO MODIFY AS NEEDED.PERMANENT CONTROL MEASURESFINISH GRADINGSITE CONSTRUCTIONFOUNDATION / BUILDING CONSTRUCTIONROUGH GRADE / SEDIMENT CONTROLSTORM FACILITIESTEMPORARY CONTROL MEASURESCONSTRUCTION ENTRANCEANTICIPATED CONSTRUCTION SEQUENCE*CONSTRUCTION SEQUENCING TABLEFEB MAR APR MAY JUNJUL AUG SEPTHIS PLAN HAS BEEN PREPARED TO ENSURE COMPLIANCE WITH RULES OF THE FLORIDADEPARTMENT OF ENVIRONMENTAL PROTECTION, CHAPTER 17-25-FAC AND THE ST. JOHN'SRIVER WATER MANAGEMENT DISTRICT.SITE DESCRIPTIONA. SITE LOCATION:THE SITE IS LOCATED AT THE LOADING / RECEIVING AREA OF THE ORLANDO SANFORDAIRPORT OFF HANGER ROAD.B. SITE CONDITIONS & ACTIVITIES NARRATIVE: THE EXISTING CONDITION OF THE SITE IS DEVELOPED WITH THE MAJORITY OF THISAREA BEING IMPERVIOUS. THIS AREA WILL REMAIN APPROXIMATELY THE SAMEGRADE WITH THE EXCEPTION BEING THE PROPOSED LOADING DOCK AREA.WETLANDS/BUFFERSTHERE ARE NO WETLANDS ON SITE.SWPPP INTENTTHE INTENT OF THIS SWPPP IS TO COMPLY WITH THE INTENT OF THE GENERIC PERMITAND TO PREVENT THE RELEASE OF SOILS, TRASH, CHEMICALS, TOXINS AND OTHERPOLLUTANTS, BY WATER , AIR, VEHICLE TRANSPORT OR OTHER MEANS THAT CANIMPACT STORM WATER QUALITY. THE CONTRACTOR SHALL OBTAIN A COPY OF THEGENERIC PERMIT AND RETAIN ON-SITE FOR FUTURE REFERENCE. THE CONTRACTORSHALL READ AND UNDERSTAND THE PERMIT, AND ENSURE THAT THE BMP'S AREINSTALLED AND THE EXECUTION OF THE WORK IS PERFORMED TO MEET THE INTENT OFTHE GENERIC PERMIT AND THE SWPPP.POTENTIAL SOURCES OF POLLUTIONTHE POTENTIAL SOURCES OF POLLUTION THAT MAY REASONABLY BE EXPECTED TOAFFECT THE QUALITY OF STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONACTIVITY INCLUDE:GENERAL NOTESA.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILE "NOTICE OF INTENT TO USE GENERICPERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES" (DEP FORM62-621.300(4)(B) OR LATEST VERSION) TO FDEP TO THE FOLLOWING ADDRESS ORTHROUGH THE FDEP ON-LINE SYSTEM AT LEAST TWO (2) DAYS BEFORE COMMENCEMENTOF CONSTRUCTION:NPDES STORMWATER NOTICES CENTER, MS #2510 FLORIDA DEPARTMENT OFENVIRONMENTAL PROTECTION, 2600 BLAIR STONE ROAD, TALLAHASSEE, FLORIDA32399-2400AN ENVIRONMENTAL RESOURCE PERMIT, PERMITTED THROUGH ST. JOHNS RIVERWATER MANAGEMENT DISTRICT, HAS BEEN OBTAINED FOR THIS PROJECT. PERMIT TO BEPROVIDED.MS4 OPERATOR NAME (IF ANY): SEMINOLE COUNTY ENVIRONMENTAL SERVICES.THE CONTRACTOR SHALL PROVIDE A COPY OF THE NOI AND SUBSEQUENT NOT TO THEMS4. THE CONTRACTOR SHALL ALSO COORDINATE WITH THE MS4 TO ENSURE THAT ALLSPECIFIC REQUIREMENTS ARE MET.B.WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES. SWALES SHALL BECONSTRUCTED AS SHOWN ON PLANS.C. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OFSURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILETHE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYEDAS NEEDED IN ACCORDANCE WITH THE FOLLOWING:I. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICALUPSTREAM LOCATION.II. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BEPROTECTED DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYEDIMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION.III. PERIMETER EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITESTABILIZATION HAS BEEN ESTABLISHEDD. CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZEUNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. GENERAL EROSION CONTROLBMP'S SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF-SITE SEDIMENTATION.WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEYSHOULD BE EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY.E. THE CONTRACTOR SHALL FURNISH, INSTALL PER THE SEQUENCE OF CONSTRUCTION,MAINTAIN AND SUBSEQUENTLY REMOVE, ALL NECESSARY TEMPORARY BMPS. THECONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY PERMANENT BMPS.F. THE CONTRACTOR SHALL ADJUST, ADD OR MODIFY BMPS AS NECESSARY TO COMPLYWITH THE INTENT OF THE GENERIC NPDES PERMIT AND THE SWPPP FOR NO ADDITIONALCOMPENSATION. THE CONTRACTOR SHALL CONSULT WITH THE CEC PRIOR TOADJUSTING, ADDING OR MODIFYING BMPS THAT AFFECT THE HYDRAULICS OF THE SITEOR BEFORE ADDING BMPS NOT DETAILED IN THE SWPPP.G. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATEEROSION, SEDIMENT, AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THEDESIGN PROCESS. HOWEVER, THE CONTRACTOR IS REQUIRED TO PROVIDE ANYADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANYADJACENT LOWLAND PARCEL OR RECEIVING WATER.H.EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THEFIRST STEP IN CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYINGWITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSIONCONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BECONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THISPROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENTUPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/ORAS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIRREPRESENTATIVES, OR THE APPLICABLE JURISDICTIONAL AUTHORITIES. THESEADDITIONAL MEASURES (IF NEEDED) SHALL BE INSTALLED AT NO ADDITIONAL COST TOTHE OWNER. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN AREONLY SUGGESTED BEST MANAGEMENT PRACTICES (BMPS). THE CONTRACTOR SHALLPROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED INFDOT INDEXES #100 THROUGH #102 AND AS NECESSARY FOR EACH SPECIFICAPPLICATION. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THESTORMWATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCESESTABLISHED BY ANY OF THE APPLICABLE JURISDICTIONAL AUTHORITIES.I DISCHARGES RESULTING FROM GROUND WATER DEWATERING ACTIVITIES ARE NOTCOVERED BY THE NPDES GENERIC PERMIT. SEPARATE PERMIT COVERAGE MUST BEOBTAINED BY THE CONTRACTOR UNDER THE DEPARTMENT'S GENERIC PERMIT FORDISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITEACTIVITY PURSUANT TO SUBSECTION 62-621.300(2), F.A.C.J. THE CONTRACTOR SHALL ENSURE THAT THE CONTRACTOR AND ALL SUBCONTRACTORSRESPONSIBLE FOR IMPLEMENTING SWPPP CONTROL MEASURES FILL OUT THECONTRACTOR / SUBCONTRACTOR CERTIFICATION TABLE INCLUDED IN THIS SWPPP.K. THE CONTRACTOR SHALL COMPLETE THE CONSTRUCTION SEQUENCE TABLE INCLUDINGIN THIS SWPPP PRIOR TO PROCEEDING WITH THE INSTALLATION OF BMPS AND PRIOR TOGROUND DISTURBING ACTIVITIES. THE CONTRACTOR SHALL COMPLETE THE TABLE WITHANTICIPATED DATES IN WHICH THE BMP WILL BE UTILIZED OR THE ACTIVITY WILL OCCUR.STABILIZATIONA. STABILIZATION MEASURES SHALL BE INITIATED IMMEDIATELY IN PORTIONS OF THE SITEWHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ANDWILL REMAIN UNDISTURBED FOR 7 DAYS OR MORE. STABILIZE BY COVERING WITHADEQUATE AMOUNTS OF MULCH OVER SEED AND PERIODICALLY WATER TO PROMOTEAND MAINTAIN GROWTH OF THE TEMPORARY GROUNDCOVER, OR BY THE USE OF ANAPPROPRIATE ALTERNATIVE BMP.B. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHESOR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINALGRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREAIMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROLMEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINEDUNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED.C. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1V SHALL BE SODDEDIMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED.DUST CONTROLA. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TOMINIMIZE THE TRANSPORT OF FUGITIVE DUST. IN NO CASE SHALL FUGITIVE DUST BEALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION.B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BEVEGETATED.C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/ORVEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORTOF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BEEMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES. IFREQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE DETAIL FOR A SILT FENCE EXCEPT THE MINIMUM HEIGHT SHALL BE 4 FEET.WASTE MANAGEMENTA. THE CONTRACTOR SHALL ENSURE THAT ALL WASTE AND DEBRIS ARE MANAGED DAILYSUCH THAT THEY WILL NOT IMPACT STORMWATER OR LEAVE THE PERMITTED AREA, ANDDISPOSED OF PROPERLY IN ACCORDANCE WITH APPLICABLE STATE, LOCAL ANDFEDERAL REGULATIONS.B. THE CONTRACTOR SHALL ENSURE THAT ALL CHEMICALS, OILS, FUELS, HAZARDOUSWASTE, UNIVERSAL WASTE AND TOXIC SUBSTANCES ARE PROPERLY MANAGED ANDDISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERALREGULATIONS. THE CONTRACTOR SHALL ENSURE THAT WASTE IS NOT DISCHARGEDFROM THE SITE, AND DOES NOT IMPACT STORMWATER OR GROUNDWATER.C. THE CONTRACTOR SHALL PROVIDE APPROPRIATE AND ADEQUATE WASHOUT FACILITIESTO ENSURE THAT CHEMICALS AND WASTE IS NOT DISCHARGED FROM THE SITE, AND DONOT IMPACT STORMWATER OR GROUNDWATER. (E.G. CONCRETE/MASONRY WASHOUT,PAINT WASHOUT, EIFS, ETC.) THE CONTRACTOR SHALL CLEAN UP SPILLS PROMPTLYAND ENSURE THAT WASHOUT AREAS ARE PROPERLY MAINTAINED TO PROVIDEADEQUATE VOLUME TO PREVENT OVERFLOW.D. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY FACILITIES FOR SITEPERSONNEL, MAINTAIN THROUGHOUT CONSTRUCTION, AND PROVIDE FOR PROPERDISPOSAL IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERALREGULATIONS. SANITARY FACILITIES SHALL BE PROPERLY SECURED TO PREVENTTIPPING.E. WHEN A SPILL OF REPORTABLE QUANTITIES IS DISCOVERED ON THE SITE, THECONTRACTOR SHALL CLEAN UP ALL SPILLED MATERIALS AND DISPOSE OF INACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. THE CONTRACTOR SHALLNOTIFY THE APPROPRIATE AUTHORITIES IN ACCORDANCE WITH APPLICABLE LAWS ANDREGULATIONS, THE OWNER AND PROJECT ENGINEER. THE CONTRACTOR SHALL RETAINCLEANUP INFORMATION AS WELL AS DISPOSAL MANIFESTS WITH THEIR SWPPP.MATERIALS MANAGEMENT, AND EQUIPMENT STAGING AND MAINTENANCEA. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BEWASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF. STOCKPILED MATERIALSHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES.B. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BEDESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGEFEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS.CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, ANDSEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OR OIL,GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTOR SHALL HAVEAVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLSIMMEDIATELY AFTER ANY OCCURRENCE.C. THE CONTRACTOR SHALL ENSURE THAT ALL TOXIC / HAZARDOUS SUBSTANCES ANDCHEMICALS ARE PROPERLY STORED, OUT OF THE WEATHER, AND USED IN ACCORDANCEWITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL ENSURE THATTHESE PRODUCTS ARE USED IN SUCH A MANNER THAT WILL NOT NEGATIVELY IMPACTSTORMWATER, GROUNDWATER OR PROTECTED SPECIES.D. THE CONTRACTOR SHALL ENSURE THAT ALL MATERIALS, EQUIPMENT, DEBRIS, WASTE,TRAILERS, AND OTHER SUPPORT RELATED ITEMS ARE CONTAINED WITHIN THEPERMITTED LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL ENSURE THAT THESTORAGE AND USE OF SUCH ITEMS DOES NOT NEGATIVELY IMPACT STORMWATER ORGROUNDWATER.OFFSITE VEHICLE TRACKINGA. THE CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION EXIT IS USED BY ALLVEHICLES AND EQUIPMENT ENTERING OR LEAVING THE JOBSITE. THE CONTRACTORSHALL MONITOR AND MAINTAIN THE CONSTRUCTION EXIT TO ENSURE THAT NO SOILSARE TRACKED OFFSITE BY TIRES OR TRACKS, AND THAT NO SOILS ARE SPILLED BYTRUCKS OR EQUIPMENT LEAVING THE SITE. ALL TRACKED OR SPILLED SOILS SHALL BESHOVELED OR SWEPT FROM THE ROADWAY AND RETURNED TO THE SITE. WATER SHALLNOT BE USED TO CLEAN THE SOILS FROM THE ROADWAY UNLESS THE WATER AND SOILSARE RECOVERED BY THE USE OF A VACUUM TRUCK OR SIMILAR DEVICE.FERTILIZERS, HERBICIDES AND PESTICIDESA. THE CONTRACTOR SHALL ENSURE THAT ALL FERTILIZERS, HERBICIDES, PESTICIDES ANDSIMILAR PRODUCTS ARE PROPERLY STORED, OUT OF THE WEATHER, AND APPLIED INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALLENSURE THAT THESE PRODUCTS ARE USED IN SUCH A MANNER THAT WILL NOTNEGATIVELY IMPACT STORMWATER, GROUNDWATER OR PROTECTED SPECIES.B. NUTRIENTS SHALL BE APPLIED ONLY AT RATES NECESSARY TO ESTABLISH AND MAINTAINVEGETATION.INSPECTIONS AND MAINTENANCEA. THE CONTRACTOR SHALL INSPECT BMPS (I.E. DISCHARGE LOCATIONS, CONSTRUCTIONEXIT, PERIMETER CONTROLS, INLET PROTECTION, STABILIZATION, EROSION CONTROL,DOCUMENTATION, WASTE DISPOSAL AREAS, MATERIAL STORAGE AREAS, ETC.) TODETERMINE IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE EFFECTIVENESS BMPS,CONFIRM BMPS ARE ACHIEVING PERMIT COMPLIANCE, AND MAINTAIN BMPS AT LEASTONCE EVERY SEVEN (7) CALENDAR DAYS, AND WITHIN 24 HOURS AFTER A RAINSTORM INEXCESS OF 0.50 INCHES.B. THE CONTRACTOR SHALL REPORT ALL INSPECTION FINDINGS AND CORRECTIVE ACTIONSTAKEN AS A RESULT OF THE INSPECTION USING THE STORMWATER POLLUTIONPREVENTION PLAN INSPECTION REPORT FORM PROVIDED BY FDEP OR AN EQUIVALENTFORM. INSPECTION REPORTS SHALL BE SIGNED BY THE INSPECTOR AND MAINTAINEDFOR FUTURE REFERENCE AS NEEDED. THE INSPECTOR MUST BE A QUALIFIED EROSIONAND SEDIMENT CONTROL INSPECTOR AS DEFINED BY THE FLORIDA DEPARTMENT OFENVIRONMENTAL PROTECTION.C. ANY MAINTENANCE, REPAIR AND NECESSARY REVISIONS TO BMP ITEMS SHALL BEADDRESSED IN A TIMELY MANNER, BUT IN NO CASE LATER THAN 7 CALENDAR DAYSFOLLOWING THE INSPECTION. UNLESS OTHERWISE SPECIFIED, ACCUMULATEDSEDIMENTS SHOULD BE REMOVED BEFORE THEY REACH ONE-HALF OF THE CAPACITY OFTHE CONTROL DEVICE.ALLOWABLE NON-STORMWATER DISCHARGESTHE GENERIC PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITHCONSTRUCTION ACTIVITIES PROHIBIT MOST NON-STORMWATER DISCHARGES DURINGTHE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCURDURING CONSTRUCTION ON THIS PROJECT PER PART IV.A.3 OF THE GENERIC PERMITARE: DISCHARGES FROM FIREFIGHTING ACTIVITIES; FIRE HYDRANT FLUSHING; WATERUSED TO SPRAY OFF LOOSE SOLIDS FROM VEHICLES (WASTEWATER FROM A MORETHOROUGH CLEANING, INCLUDING THE USE OF DETERGENTS OR OTHER CLEANERS ISNOT AUTHORIZED BY THIS PART) OR CONTROL DUST IN ACCORDANCE WITH PARTV.D.2.C.(2) OF THE GENERIC PERMIT; POTABLE WATER SOURCES INCLUDING WATERLINEFLUSHINGS; IRRIGATION DRAINAGE; ROUTINE EXTERNAL BUILDING WASHDOWN WHICHDOES NOT USE DETERGENTS; PAVEMENT WASHWATERS WHERE SPILLS OR LEAKS OFTOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED (UNLESS ALL SPILLEDMATERIAL HAS BEEN REMOVED) AND WHERE DETERGENTS ARE NOT USED; AIRCONDITIONING CONDENSATE; SPRINGS; AND FOUNDATION OR FOOTING DRAINS WHEREFLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS SUCH AS SOLVENTS.RETENTION OF RECORDSTHE PERMITTEE SHALL RETAIN COPIES OF STORMWATER POLLUTION PREVENTIONPLANS AND ALL REPORTS REQUIRED BY THIS PERMIT, AND RECORDS OF ALL DATA USEDTO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT, FOR A PERIODOF AT LEAST THREE (3) YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED."I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with asystem designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of theperson or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is,to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting falseinformation, including the possibility of fine and imprisonment for knowing violations."Name (Operator and/or Responsible AuthorityDateProject Name and location information:ELEVATIONRUNOFFGROUNDUNDISTURBED3'-0"(MIN.)12"COMPACTED BACKFILL(MIN)4" X 6" TRENCH WITH PONDING HEIGHTFILTER FABRIC ATTACHSECURELY TO UPSTREAMSIDE OF POSTPONDING HEIGHTFILTER FABRIC ATTACHSECURELY TO UPSTREAMSIDE OF POST(MIN.)3'-0"RUNOFF12"(MIN.)GROUNDUNDISTURBEDSTANDARD DETAILALTERNATE DETAIL A9" MAX.(RECOMMENDED)STORAGE HT.8"TRENCH WITH GRAVELTRENCH WITH NATIVE BACKFILLGRAVELFINISH GRADEFLOWFLOWFLOW10' MAX. SPACING W/ WIRESUPPORT FENCE/6' MAX.SPACING W/OUT WIRESUPPORT FENCESTEEL OR 2" X 2"WOOD POSTNOTES:1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENTOFF-SITE AND CAN BE PERMANENTLY STABILIZED.3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.EXTRA STRENGTHFILTER FABRIC NEEDEDWITHOUT WIRE MESHSUPPORTSTEEL OR 2" X 2"WOOD POSTPONDING HEIGHTFILTER FABRIC ATTACHSECURELY TO UPSTREAMSIDE OF POST(MIN.)3'-0"RUNOFF12"(MIN.)GROUNDUNDISTURBEDALTERNATE DETAIL B9" MAX.(RECOMMENDED)STORAGE HT.FOR TREE DRIP LINE OR SIDEWALKSSAND BAGS5% SLOPEDIKE IF NEEDEDTEMPORARYLESS THANFLOWDRAIN GRATEPLAN VIEWNOTES:1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLYLEVEL DRAINAGE AREAS. (LESS THAN 5%).2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THEGROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROMBYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ONTHE DOWNSLOPE SIDE OF THE STRUCTURE.3. FASTEN FRAMING TO STRUCTURE TO ALLOW GRATE REMOVAL.4. LEAVE EXPOSED EDGE TO ALLOW FOR PAVING TO GRADEGRATE2" X 4" VERTICALSUPPORT EACHCORNER (INSTALL TOALLOW GRATEREMOVAL)2" X 4" BRACE @CENTER2" X 4" TAP CON, 16" O.C.,3/16" X 2-3/4" (TYPICAL ALLSIDES)2"X4" PT BOX ALLSIDESWIRE FILTER FABRIC(RUN UNDER 2" X 4"AND INSIDE FRAME ANDSTAPLE IT TO SAME)RUN FILTER FABRICUNDER GRATE &OVER STRUCTUREGEOTEXTILE BAGOVERFLOW HOLESLOOPS SIZED FOR 1" REBAR.USE REBAR FOR A HANDLE TOEMPTY FILTER SACK AT ASEDIMENT COLLECTIONLOCATION.LOOPS SIZED FOR 2"X1/4"RECTANGULAR BAR. LIFTFILTER BAG FROM INLET USINGRECTANGULAR BAR FORHANDLES.2"X2"X3/4"RUBBERBLOCK (TYP)PROFILE VIEW OFINSTALLED FILTER SACKGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPROPERTIES TEST METHOD UNITSASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491300 LBS20 %120 LBS800 PSI120 LBS80 %40 US SIEVE40 GAL/MIN/SQ FT0.55 SEC -1GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPROPERTIES TEST METHOD UNITSASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEMODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE265 LBS20 %135 LBS420 PSI45 LBS90 %20 US SIEVE200 GAL/MIN/SQ FT1.5 SEC -1INLET GRATE1/4" BRIGHTLYCOLORED NYLONROPE EXPANSIONRESTRAINTISOMETRIC VIEWSECTION VIEWSECURE RECTANGULAR BAR TO ORUNDER SURROUNDING SURFACE.1/4" BRIGHTLY COLOREDNYLON ROPE EXPANSIONRESTRAINTDEPTH = DFINISHGRADE1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLYCOLORED EXPANSION RESTRAINT CAN NO LONGERBE SEEN.2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENEFABRIC THAT MEETS OR EXCEEDS REQUIREMENTS INTHE SPECIFICATIONS TABLE.3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVERINLET GRATE WHEN OIL SPILLS ARE A CONCERN.4. INSPECT PER REGULATORY EQUIREMENTS.5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCHTHE INSIDE WIDTH OF THE GRATED INLET BOX.6. THE DEPTH, "D", OF THE FILTER SACK SHALL BEBETWEEN 18 INCHES AND 36 INCHES.7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCHTHE INSIDE LENGTH OF THE GRATED INLET BOX.8. EXTRA CARE SHALL BE TAKEN TO ENSURE REGULARMAINTENANCE OF FILTER SACKS USED IN RIGHT OFWAY TO ENSURE ADEQUATE DRAINAGE CAPACITY.CAUTION: BAGGED INLET PROTECTIONREQUIRES ADDITIONAL MAINTENANCETO ENSURE THAT THE BMP FUNCTIONSPROPERLY AND DOES NOT CAUSEFLOODING.Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014STORMWATER POLLUTION PREVENTIONDETAILS PHASE 1IBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037N.T.S.TEMPORARY CONSTRUCTION EXIT DETAIL1.1N.T.S.FILTER FABRIC INLET PROTECTION DETAIL1.2N.T.S.CURB INLET PROTECTION DETAIL1.3N.T.S.SEDIMENTATION / SILT FENCE1.4N.T.S.GEOTEXTILE BAG INLET PROTECTION DETAIL1.5SECTION 1.B - 1.B1.B1.BDIVERSION RIDGE REQUIREDWHERE GRADE EXCEEDS 2%EXISTING PAVEDROADWAYFILTER FABRIC2% OR GREATERSPILLWAYSEDIMENT BARRIER(SANDBAG TYPE SHOWN)SUPPLY WATER TO WASHWHEELS IF NECESSARY25'R20' MIN.20'R MIN.DIVERSION RIDGE50' MIN.2"-3" COARSE AGGREGATE6" THICK MIN.FLOWFLOWFLOWFLO
WNOTE:USE SANDBAGS, SILT FENCE,OR OTHER APPROVED METHODSTO CHANNELIZE RUNOFF TO BASINAS REQUIREDNOTE:1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENTTRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THISMAY REQUIRE TOP DRESSING REPAIR AND/OR CLEANOUT OF ANY MEASURESUSED TO TRAP SEDIMENT.2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTOPUBLIC RIGHT-OF-WAY.3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZEDWITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP ORSEDIMENT BASIN.SECTION 1.A - 1.A1.A1.APLANCONFORMED SET47
3'SEE SITE PLAN 60" MIN. WIDTHLANDING5' MIN.4"4" THICK CONCRETESIDEWALK SECTIONRAMPPAVEMENTSIDEWALK FLUSH WITH PAVEMENTRAMP1:12 MAX.1:12 MAX.MONOLITHIC CONCRETEHANDICAP RAMP (3000 PSI)ACCESSIBLE PARKING SPACEACCESSIBLE PARKING SPACEACCESSIBLE AISLE6"8"6"*PAVEMENT18"2"RBASE3/4" RJOINTSEAL1/2" EXP JOINT AND PREFORMEDJOINT FILLER (SEE NOTE 1)Sidewalk6' Min.4' Min.Sidewalk Curb(Where Necessary)0.020.02LandingRamp0.021:12Ramp1:12Sidewalk(5" Min.)Ramp Width(4' Min.)Ramp1:12NOTE:SEE THE LATEST EDITION OF THE FDOT INDEX FORADDITIONAL INFORMATION.1. 3/4"x4" PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK.2. EXPANSION JOINTS MAXIMUM DISTANCE = 100', USED 3/4"x4" PREMOLDED EXPANSION MATERIAL.3. CONTRACTION JOINTS MAXIMUM DISTANCE = 21', SAW CUT 2" DEEP AND FILL WITH EPOXY.4. SAW CUT JOINTS WITHIN 24 HOURS.5. BROOM FINISH UNLESS NOTED OTHERWISE.FTP-22-0412" MIN. 18" STD.12"12" MIN. 18" STD.6"18"1"1"1"1"1"1"1"1"1"1-1/2"2" OR4"6" MIN.9" STD.FTP-20-041-1/2"84" MIN2"6"3" GALV. STL. POLE*NOTES:SIGNS FTP-20-04 & FTP-22-04 SHALL BE IN ACCORDANCE WITHF.D.O.T. INDEX NO. 17355 AND SHALL MEET THE REQUIREMENTSOF FLORIDA STATUTES 316.1955 AND 316.1956.WHEN NEEDED.SUPPLEMENTAL PANEL TO BE USED AS PER LOCAL REQUIREMENTS*4" BLUE STRIPING4" WHITE SYMBOL12'50:1HANDICAP PARKINGSIGN (SEE DETAIL)4" WHITE STRIPENOTE:PARKING STALLS SHALL BE MARKED WITH WHITE& BLUE PAINT PER FLORIDA ACCESSBILITY CODESECTION 4.6.1.PER PLAN18' (TYP.) 4" WHITE STRIPE@4' O.C.2" TYP.LC CONC. SIDEWALK5'45°CONC. WHEEL STOP4" WHITE STRIPEEDGE OF PAVEMENTNOTES:2. ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITYCODE FOR BUILDING CONSTRUCTION, CHAPTER 4, DATED 2012.AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH CHAPTER 4 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES AND WITH ALL ACCESSIBLE SPACES ABD ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILSWITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANDICAPPED PARKING STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUTES AND THE FLORIDA ACCESSIBILITY CODE. CURB RAMPSSHALL NOT EXCEED 12:1 SLOPES PARKING SPACE AND AISLENOTE: (HANDICAP SIGN ONLY)ALL LETTERS SHALL BE BLACK AND SHALL CONFORM TO FDOT "ROADWAYAND TRAFFIC DESIGN STANDARDS".TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE)BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER.BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERINGGRADE) WHITE BACKGROUND WITH BLACK BORDER.ONE SIGN REQUIRED FOR EACH PARKING SPACE.HEIGHT OF SIGN SHALL BE 7' ABOVE GROUND IN ACCORDANCE WITH FDOT"ROADWAY AND TRAFFIC DESIGN STANDARDS".SHALL NOT EXCEED 50:1 CROSS-SLOPE. (TLO 11-26-96) 12-11-961. NUMBERS FOR ADDRESSING SHALL BE CLEARLY VISIBLE FROM THE RIGHTOF WAY, WEATHER RESISTANT AND CONTRASTING WITH THE BACKGROUND.NUMERALS SHALL BE NO LESS THAN 6 INCHES IN HEIGHT AND 1/2" WIDE 3. A SEPARATE BUILDING PERMIT (ISSUED BY THE BUILDING DIVISION)IS REQUIRED FOR ANY SIGNAGE.FOR ALL BUILDINGS.8" LIMEROCK BASE COURSE OR RECLAIMED CONCRETEAGGREGATE BASE, HAVING A MINIMUM LBR OF 100, COMPACTEDTO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BYTHE PROCTOR PROCEDURE AND IN ACCORDANCE WITHREQUIREMENTS OF SECTIONS 200 AND 911 OF THE FDOTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION.12" MINIMUM STABILIZED SUB-GRADE HAVING A MINIMUM LBR OF40, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITYAS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE ANDIN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION.BCA2" FDOT TYPE SP-9.5 ASPHALTIC CONCRETE IN ACCORDANCE WITH SECTION 334 AND COMPACTED IN COMPLIANCE WITH SECTION 330-331 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. BAC6" LIMEROCK BASE COURSE OR RECLAIMED CONCRETEAGGREGATE BASE, HAVING A MINIMUM LBR OF 100, COMPACTEDTO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BYTHE PROCTOR PROCEDURE AND IN ACCORDANCE WITHREQUIREMENTS OF SECTIONS 200 AND 911 OF THE FDOTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION.12" MINIMUM STABILIZED SUB-GRADE HAVING A MINIMUM LBR OF40, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITYAS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE ANDIN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION.BCA1.5" FDOT TYPE SP-9.5I ASPHALTIC CONCRETE IN ACCORDANCE WITH SECTION 334 AND COMPACTED IN COMPLIANCE WITH SECTION 330-331 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. BACCURBING GENERAL NOTES 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI.2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS.6' Min.18" DIA. CONCRETEFOOTINGFINISH SURFACE3'-0"4'-0"3"6" DIA. ,CONC. FILLED#40 STEEL BOLLARD WITH1/4" YELLOW, DOMED TOPSLEEVE REQUIRED2"R3"RArchitects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014GENERAL DETAILSIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037PAVEMENTTOP OF CURB3'TRANS.ELEVATION VIEWN.T.S.SIDEWALK RAMP1.6N.T.S.PEDESTRIAN CROSSING SIGN1.8N.T.S.HEAVY DUTY FLEXIBLE PAVEMENTCONSTRUCTION DETAIL1.11N.T.S.LIGHT DUTY FLEXIBLE PAVEMENTCONSTRUCTION DETAIL1.12N.T.S.INTEGRAL CONCRETE SIDEWALK1.7N.T.S.TYPE D CURB DETAIL1.9N.T.S.TYPE F CURB AND GUTTER1.10N.T.S.ACCESSIBLE SIGN DETAIL1.15N.T.S.HANDICAP PARKING STALL STRIPING DETAIL1.16N.T.S.NOSE DOWN CURB DETAIL1.17N.T.S.FDOT INDEX 304 CR-C RAMP DETAIL1.18N.T.S.FDOT INDEX 304 CR-E RAMP DETAIL1.19N.T.S.BOLLARD DETAIL1.20N.T.S.CONCRETE SIDEWALK DETAIL1.14BAC4" LIMEROCK BASE COURSE OR RECLAIMED CONCRETEAGGREGATE BASE, HAVING A MINIMUM LBR OF 100, COMPACTEDTO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BYTHE PROCTOR PROCEDURE AND IN ACCORDANCE WITHREQUIREMENTS OF SECTIONS 200 AND 911 OF THE FDOTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION.4" MINIMUM STABILIZED SUB-GRADE HAVING A MINIMUM LBR OF40, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DENSITYAS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE ANDIN ACCORDANCE WITH SECTION 160 OF THE FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION.BCACOMPACTED SUBGRADE6" P.C. NON-REINFORCED CONCRETE PAVEMENTN.T.S.6" CONCRETE PAVEMENT1.13SECTION 1.C - 1.C1.C1.C3'- 0"7 1/2"7 1/2"1'-2"1'-10"N.T.S.CONCRETE VALLEY GUTTER DETAIL1.29SECTION 1.K - 1.K1.K1.K6 1/4"2'7 1/2"1' - 2"10"3/4" R.SLOPE TO FITDRIVEWAYNOTES:1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATIONCLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI.2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTEDAT INTERVALS NOT TO EXCEED 10' - 0" ON CENTERS FOR ALL CURBS.N.T.S.CONCRETE MIAMI CURB1.28CONFORMED SET48
NOTE: ALL TRAFFIC FLOW ARROWS TO BE REFLECTIVE YELLOW PAINT PER SPECS.Typ.1'-9"1'-0"3'-9"Typ.Typ.2'-0"RIGHT TURNTyp.1'-0"4'-9"2'-0"RTyp.LEFT TURN4'-9"2'-0"R1'-0"4"Typ.3' MIN FROMFACE OF CURBSIGNAGEEDGE OF THE CROSSWALKSTOP BAR TO BE PLACED 4' MIN. FROM EDGEOF CROSS WALK (PER FDOT MUTCD 2000),UNLESS OTHERWISE SHOWN ON THE SITEPLAN."STOP" BAR SHALL BE 24" WIDE AND 12' FOOT LONG,OR AS SHOWN ON SITE PLAN, WHITE REFLECTIVEPAINT. (SEE SITE PLAN FOR LOCATIONS)4' MIN.2' MIN.R1-1R5-1Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014GENERAL DETAILSIBDRBJDOJDO1" = 20'10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 650376" CURB2'REOP3'6"SEE PLAN18"CONC. 3,000 PSI4"6"C & GSEE GRADING PLANFOR SLOPE4"10"CONCRETE: 28 DAY COMPRESSION STRENGTH, 3,000P.S.I., 4"THICK MINIMUM W/ 6X6-W1.4XW1.4 WWF.PLAN VIEW10'10'20'6"2500 P.S.I.CLASS D CONCRETE8" DIA. PVC SANITATION PIPEFINISHED GRADEN.T.S.DO NOT ENTER SIGN1.21N.T.S.FLUME DETAIL1.26N.T.S.CONCRETE ENCASEMENT DETAIL1.27N.T.S.TRAFFIC FLOW ARROWS1.25N.T.S.STOP BAR DETAIL WITH SIGNAGE1.24N.T.S.STOP SIGN1.23N.T.S.NO LEFT / NO RIGHT TURN SIGNS1.22SECTION 1.D - 1.DSECTION 1.E - 1.E1.D1.D1.E1.E5'4"4.53 s.f.USE OF PAVEMENT SYMBOL IN ACCESSIBLEPARKING SPACES IS OPTIONAL, WHEN USED THESYMBOL SHALL BE 3' OR 5' HIGH AND WHITE IN COLORN.T.S.UNIVERSAL SYMBOL OF ACCESSIBILITY1.32DOUBLE CHECK OR REDUCEDPRESSURE ZONE DETECTORASSEMBLY AS APPROVED BY THE CITYTEST COCK (TYP.)FLANGED 90°BEND (2 REQ.)O.S. & Y. RESILIENTSEAT GATE VALVE.(2 REQUIRED)RODS ON D.I.P. RISER (TYP.)4" CONCRETE SLABWITH NO. 6 X 6W10 X W10WIRE MESH1/2" PREFORMED JOINTMATERIAL BETWEENPIPE AND CONCRETESLAB (TYP.)THRUST COLLAR RODDED TO90° BEND OR AS REQUIREDBY THE CITYADJUSTABLE PIPESUPPORT STANDSTHRUST COLLAR RODDED TO 90° BENDOR RESTRAINED BACK TO VALVEAS REQUIRED BY THE CITY90° BEND (2 REQUIRED)36" MIN.COVER24"12" MIN.36" MAX.SLOPESLOPETOSERVICEFROMMAIN3 INCH AND ABOVE ASSEMBLYDETECTOR METERBALL VALVE(2 REQUIRED)DOUBLE CHECK VALVEASSEMBLY (MIN.)CONCRETE SLAB5'0" MIN.1'0" MIN.2'-0"MIN.ABOVE GROUND DEVICE WITHDETECTOR BYPASSN.T.S.DOUBLE CHECK OR REDUCED PRESSUREZONE DETECTOR ASSEMBLY1.30DOUBLE CHECK ORREDUCED PRESSURE DEVICEUNIONFINISHEDGRADEUNIONSCHEDULE 40 GALVANIZEDPIPE AND FITTINGS ORSCHEDULE 80 PVC PIPEAND FITTINGSMETER BOX AND LIDTO BE FLUSH WITHFINISHED GRADECURBSHUT OFF VALVE4" TO 6"METERCURB STOPSERVICE LINECORP. STOPDOUBLE STRAP SADDLEWATER MAIN12" TO 30"ABOVE GRADE⅊NOTES:1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADEBETWEEN ALL GALVANIZED AND BRASS COMPONENTS.2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURBWHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASESHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS.3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWOCOATS OF BLACK EXTERIOR ENAMEL.N.T.S.DOMESTIC METER AND DOUBLE CHECK VALVEOR REDUCED PRESSURE ZONE ASSEMBLY1.31HYDRANTOPERATING NUT24" SQUARE AND6" THICK REINFORCEDCONCRETE SHEAR PAD(SEE NOTE 2, THIS SHEET)2 - #4 AT 9"O.C. ALL AROUNDCOMPACTEDBACKFILLSEE NOTE 3,THIS SHEET6" BEDDING ROCK6" PIPEMECHANICAL JOINT WITHRESTRAINERS (TYP.)RESILIENT SEAT GATEVALVE AND BOX(SEE FIGURE 400)M J HYDRANTANCHORING TEEVALVE PAD(SEE FIGURE 107)AS REQUIREDPUMPER NOZZLEFACING STREET18" MIN.24" MAX.VARIES12" MIN.6"NOTES:1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH APERMANENTLY PLUGGED WEEP HOLE.2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THEFINISHED GRADE AND SOD THE RECESSED SECTION.3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12INCH MINIMUM.4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81AOR CLOW MEDALLION F-2545.5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THEUTILITIES MANUAL.6. CONTRACTOR SHALL PROVIDE THE CITY WITH HYDRANT WRENCHES AND VALVEKEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL.OPENCAST 2 PLACES180° APART5"12" DIA.6-1/4" DIA.6.84"30"DEPTH OF TRENCH AS SPECIFIED BY CUSTOMERGROUND LINE3.38"1/2" NPT TAPFOR TAMPERSWITCH(4) 3/4 DIA. BCON 10-1/2" DIA. BCNOTES:1. UL LISTED AND FM APPROVED2. POST MAY BE ORDERED IN THE FOLLOWING WAYS:ORDER PER A SPECIFIC APPLICATION. SPECIFY VALVE SIZE, DEPTH OF TRENCHAND OPEN DIRECTION POST IS TO BE USED WITH. THE POST IS INSTALLED AS ISWITH NO MODIFICATIONSIF POSTS ARE STOCKED: SPECIFY MOST COMMON VALVE SIZE ANTICIPATED,LONGEST DEPTH OF TRENCH ANTICIPATED, OPEN DIRECTION (IF KNOWN) OR A"DUAL ARROW" POST MAY BE ORDERED AND MODIFIED TO OPEN LEFT OR RIGHT.STOCKED POSTS WILL REQUIRE MODIFICATIONS AT THE TIME OF INSTALLATION.N.T.S.FIRE HYDRANT ASSEMBLY DETAIL1.34N.T.S.IP-71 INDICATOR POST1.33CONFORMED SET49
Architects EngineersEnvironmentalLandscape ArchitectsM / E / PPlannersStructuralSurveyorsTraffic / TransportationOffices in:FloridaPuerto RicoConnecticutMarylandTexasDrawn by:Designed by:Approved by:Checked by:DateNo.12345Scale:Job No.:Date:6Sheet No.C 2017RevisionBy7500 West Fulton St.Sanford, Fl. 32771Ph: 407.322.6841Licenses:Eng. C.O.A. No. 3215Survey L.B. No. 7143Arch. Lic. No. AA2600926Lndscp. Lic. No. LC0000298CPH, Inc.PROJECT ALPHA ONE (TERMINAL EXPANSION)S12014ROADWAY SIGNAGE PLANIBDRBJDOJDON.T.S.10/07/15 1200 RED CLEVELAND BLVD. SANFORD, FL 32773Jeremiah D. Owens, P.E.FL. P.E. 65037NAirport SignDesignatorProposed ChangesDimensionsAReplace left panel with updated language.24' x 12'BNo change.11' x 6'CReplace left panel with updated language.26' x 8'DReplace both panels with updated langauge.26' x 16'ENo change.6' x 6'FRemove Sign and Base.10' x 11'GReplace panels with updated language.12' x 10'HRemove sign and Base10' x 11'IReplace panel with updated language.26' x 18'JNo change.8' x 6'KNo change.8' x 6'LReplace panel with updated language.8' x 6'MNo change.8' x 7'NNo change.12' x 17'OReplace both panels with updated langauge.(2) 14' x 17'PRemove sign and base.10' x 8'QRemove sign and base.10' x 8'RRemove sign and base.10' x 6'SNo change.16' x 8'TReplace all panels with updated language.(3) 12' x 17'UNo change.8' x 8'VNo change.8' x 8'WReplace both panels with updated langauge.(2) 19' x 17'XNo change.10' x 8'YRelocate.10' x 8'ZReplace panel with updated language.10' x 10'AAReplace panel with updated language.10' x 11'BBNo change.19' x 17'CCNo change.11' x 6'DDNo change.19' x 17'EENew sign and foundation.10' x 11'FFReplace panel with updated language.10' X 8'CONFORMED SET50