HomeMy WebLinkAbout2016-02-29 1514GRGTN Drawings (Signed)NO SCALELOCATION MAPVICINITY MAPGARVER PROJECT NO. 13081850FEBRUARY, 2016GEORGETOWN MUNICIPAL AIRPORTPARALLEL TAXIWAY AND AIRFIELD IMPROVEMENTSGEORGETOWN, TXPROJECT SITE3755 S. Capital of Texas HighwaySuite 325Austin, TX 78704(512) 485-0009GEORGETOWN, TXCONSTRUCT NEW PARALLEL TAXIWAY AND CONNECTOR TAXIWAYS, EXPANDTERMINAL APRON, REHABILITATE CONCRETE APRON, CONSTRUCT NEWFUEL FARM, CONSTRUCT TERMINAL PARKING LOT, INSTALL EDGEREFLECTORS AND SIGNAGE ON TAXIWAYS, REMOVE TREES AND GRINDSTUMPS, RELOCATE FIRE HYDRANT, PERFORM DRAINAGE IMPROVEMENTS.BASE BID:TxDOT CSJ NO. 1514GRGTNADDITIVE ALTERNATE NO. 2:OPTION FOR LED MEDIUM INTENSITY TAXIWAY LIGHTS AND PAPIS.ADDITIVE ALTERNATE NO. 1:INSTALL INCANDESCENT MEDIUM INTENSITY TAXIWAY LIGHTS AND PRECISIONAPPROACH PATH INDICATORS (PAPI-2) AT RUNWAY 11 AND 29.ADDITIVE ALTERNATE NO. 3: REHABILITATE RUNWAY SHOULDERS, TAXIWAYS, AND APRON PAVEMENT,REMARK PAVEMENT AND INSTALL COMPASS ROSEGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G001-CO.dwg Last Save: 2/23/2016 4:29 PM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:42 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGG-001COVER SHEET
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G002-IN.dwg Last Save: 2/23/2016 4:30 PM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:42 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKG-002INDEX OFSHEETSSheet List TableGENERALG-001COVER SHEETG-002INDEX OF SHEETSG-003QUANTITIESG-004GENERAL NOTESG-101PROJECT LAYOUT PLANG-102SURVEY LAYOUT PLANG-103CONSTRUCTION SAFETY PHASING PLAN OVERALLG-104CONSTRUCTION SAFETY PLAN PHASE IG-105CONSTRUCTION SAFETY PLAN PHASE IIG-106CONSTRUCTION SAFETY PLAN PHASE IIIG-107CONSTRUCTION SAFETY PLAN PHASE IVG-108CONSTRUCTION SAFETY PLAN PHASE VAG-109CONSTRUCTION SAFETY PLAN PHASE VBG-110CONSTRUCTION SAFETY PLAN PHASE VCG-111CONSTRUCTION SAFETY PLAN PHASE VDG-112CONSTRUCTION SAFETY PLAN PHASE VEG-113CONSTRUCTION SAFETY PLAN PHASE VFG-114CONSTRUCTION SAFETY PLAN PHASE VGG-115CONSTRUCTION SAFETY PLAN PHASE VHG-116CONSTRUCTION SAFETY PLAN PHASE VJG-117CONSTRUCTION SAFETY PLAN PHASE VIG-118CONSTRUCTION SAFETY AND PHASING NOTES IG-119CONSTRUCTION SAFETY AND PHASING NOTES IIG-501CONSTRUCTION SAFETY AND PHASING PLAN DETAILSCIVILC-001TCEQ NOTESC-002EROSION CONTROL PLAN NOTESC-003EXISTING CONDITIONS IC-004EXISTING CONDITIONS IIC-005EXISTING CONDITIONS IIIC-006EXISTING CONDITIONS IVC-007EXISTING CONDITIONS VC-008EXISTING CONDITIONS VIC-009EXISTING CONDITIONS VIIC-010EXISTING CONDITIONS VIIIC-011EXISTING CONDITIONS IXC-012EXISTING CONDITIONS XC-101SWPPP LAYOUT IC-102SWPPP LAYOUT IIC-103DEMOLITION PLAN IC-104DEMOLITION PLAN IIC-105DEMOLITION PLAN IIIC-106SITE LAYOUT PLAN IC-107SITE LAYOUT PLAN IIC-108SITE LAYOUT PLAN IIIC-109SITE LAYOUT - PARKING LOTC-110FIRE HYDRANT RELOCATIONC-111TREE REMOVAL & STUMP GRINDING PLAN IC-112TREE REMOVAL & STUMP GRINDING PLAN IIC-113DRAINAGE PLAN IC-114DRAINAGE PLAN IIC-115PAVEMENT REHABILITATION IC-116PAVEMENT REHABILITATION IIC-117PAVEMENT REHABILITATION IIIC-118PAVEMENT REHABILITATION IVC-119PAVEMENT REHABILITATION VC-120PAVEMENT REHABILITATION VIC-121PAVEMENT REHABILITATION VIIC-122PAVEMENT REHABILITATION VIIIC-123PAVEMENT MARKING PLAN IC-124PAVEMENT MARKING PLAN IIC-125PAVEMENT MARKING PLAN IIIC-126PAVEMENT MARKING PLAN IVC-127PAVEMENT MARKING PLAN VC-128PAVEMENT MARKING PLAN VIC-129PAVEMENT MARKING PLAN VIIC-130PAVEMENT MARKING PLAN VIIIC-131PAVEMENT MARKING PLAN IXC-132PAVEMENT MARKING PLAN XC-133PAVEMENT MARKING PLAN XIC-134FENCING LAYOUT PLAN IC-135FENCING LAYOUT PLAN IIC-201SOUTHWEST CULVERT PLAN & PROFILE IC-202SOUTHWEST CULVERT PLAN & PROFILE IIC-301PARALLEL TAXIWAY PROFILEC-302CONNECTOR TAXIWAY PROFILESC-501SWPPP DETAILS IC-502SWPPP DETAILS IIC-503DRAINAGE DETAILS IC-504DRAINAGE DETAILS IIC-505DRAINAGE DETAILS IIIC-506DRAINAGE DETAILS IVC-507DRAINAGE DETAILS VC-508DRAINAGE DETAILS VIC-509DRAINAGE DETAILS VIIC-510TYPICAL SECTIONS IC-511TYPICAL SECTIONS IIC-512FENCING DETAILS IC-513FENCING DETAILS IIC-514FENCING DETAILS IIIC-515PAVEMENT REHABILITATION DETAILSC-516MARKING DETAILS IC-517MARKING DETAILS IIC-518MISCELLANEOUS DETAILSELECTRICALE-001ELECTRICAL NOTES AND LEGENDE-002ELECTRICAL KEYED NOTESE-101LIGHTING REMOVAL IE-102LIGHTING REMOVAL IIE-103LIGHTING REMOVAL IIIE-104LIGHTING REMOVAL IVE-105LIGHTING REMOVAL VE-106LIGHTING REMOVAL VIE-107LIGHTING REMOVAL VIIE-108UTILITY REMOVALE-109LIGHTING INSTALLATION PLAN I (BASE BID)E-110LIGHTING INSTALLATION PLAN II (BASE BID)E-111LIGHTING INSTALLATION PLAN III (BASE BID)E-112LIGHTING INSTALLATION PLAN IV (BASE BID)E-113LIGHTING INSTALLATION PLAN V (BASE BID)E-114LIGHTING INSTALLATION PLAN VI (BASE BID)E-115LIGHTING INSTALLATION PLAN VII (BASE BID)E-116LIGHTING INSTALLATION PLAN I (ADDITIVE ALTERNATE 1)E-117LIGHTING INSTALLATION PLAN II (ADDITIVE ALTERNATE 1)E-118LIGHTING INSTALLATION PLAN III (ADDITIVE ALTERNATE 1)E-119LIGHTING INSTALLATION PLAN IV (ADDITIVE ALTERNATE 1)E-120LIGHTING INSTALLATION PLAN V (ADDITIVE ALTERNATE 1)E-121LIGHTING INSTALLATION PLAN VI (ADDITIVE ALTERNATE 1)E-122LIGHTING INSTALLATION PLAN VII (ADDITIVE ALTERNATE 1)E-123PARKING LOT LIGHTINGE-124FUEL FARM ELECTRICAL LAYOUTE-501ELECTRICAL DETAILS IE-502ELECTRICAL DETAILS IIE-503ELECTRICAL DETAILS IIIE-504ELECTRICAL DETAILS IVE-505ELECTRICAL DETAILS VE-506ELECTRICAL DETAILS VIE-507ELECTRICAL DETAILS VIIE-508ELECTRICAL DETAILS VIIIE-509ELECTRICAL DETAILS IXE-510ELECTRICAL DETAILS XE-511ELECTRICAL DETAILS XIE-512ELECTRICAL DETAILS XIIE-513ELECTRICAL DETAILS XIIIE-514ELECTRICAL DETAILS XIVE-515ELECTRICAL DETAILS XVE-516ELECTRICAL DETAILS XVIE-517ELECTRICAL DETAILS XVIIE-518ELECTRICAL DETAILS XVIIIE-519ELECTRICAL DETAILS XIXE-520ELECTRICAL DETAILS XXE-521ELECTRICAL DETAILS XXIE-522ELECTRICAL DETAILS XXIIFUEL FARMF-001FUEL FARM GENERAL NOTES IF-002FUEL FARM GENERAL NOTES IIF-101FUEL FARM DEMOLITION PLAN IF-102FUEL FARM DEMOLITION PLAN IIF-103FUEL FARM DEMOLITION PLAN IIIF-104FUEL FARM LAYOUT IF-501FUEL FARM TRUCK CONTAINMENT STRUCTUREF-502FUEL FARM TRUCK CONTAINMENT STRUCTURE SECTIONSF-503FUEL FARM TANK CONTAINMENT STRUCTURE JOINT PATTERNF-504FUEL FARM TANK CONTAINMENT STRUCTURE DETAILSF-505FUEL FARM TANK CONTAINMENT SECTIONSF-506FUEL FARM DETAILSF-507FUEL TANK DETAILSF-508FUEL FARM PUMP SYSTEM DETAILS IF-509FUEL FARM PUMP SYSTEM DETAILS IIF-510FUEL FARM PUMP SYSTEM DETAILS IIIF-511FUEL FARM AIR COMPRESSOR DETAILSCROSS SECTIONSX-101TAXIWAY A CROSS SECTIONS IX-102TAXIWAY A CROSS SECTIONS IIX-103TAXIWAY A CROSS SECTIONS IIIX-104TAXIWAY A CROSS SECTIONS IVX-105TAXIWAY A CROSS SECTIONS VX-106TAXIWAY A CROSS SECTIONS VIX-107TAXIWAY A CROSS SECTIONS VIIX-108TAXIWAY A CROSS SECTIONS VIIIX-109TAXIWAY A CROSS SECTIONS IXX-110TAXIWAY A CROSS SECTIONS XX-111TAXIWAY A CROSS SECTIONS XIX-112TAXIWAY A CROSS SECTIONS XIIX-113TAXIWAY A CROSS SECTIONS XIIIX-114TAXIWAY C CROSS SECTIONSX-115TAXIWAY D CROSS SECTIONSX-116TAXIWAY E CROSS SECTIONSX-117TAXIWAY F CROSS SECTIONSX-118TAXIWAY J CROSS SECTIONS
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G002-IN.dwg Last Save: 2/23/2016 4:30 PM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:42 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKG-004GENERALNOTESGENERAL NOTES1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN A CLEAN NATURE.2. THE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH THE FAAADVISORY CIRCULAR 150/5370-2F, OR CURRENT VERSION, “OPERATIONAL SAFETYON AIRPORTS DURING CONSTRUCTION”.3. CONTRACTOR SHALL VERIFY ALL SURVEY CONTROL, ELEVATIONS, AND EXISTINGGRADES PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BEREPORTED TO THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION.4. EXISTING CONDITIONS (TOPOGRAPHIC SURVEY) PROVIDED BY INLAND GEODETICS,LP AS PART OF THESE DRAWINGS MAY NOT INCLUDE ALL UTILITIES,UNDERGROUND STRUCTURES, OR EXISTING FEATURES AT THE SITE. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO PERFORM INSPECTION AND UTILITYLOCATION SERVICES BEFORE DISTURBING THE SITE. ANY DAMAGES TO EXISTINGUTILITIES, STRUCTURES, SURVEY MONUMENTS OR FEATURES THAT ARE TOREMAIN, INCLUDING THOSE NOT SHOWN IN THE EXISTING CONDITIONS SHEETS,SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. DISTURBED NGS SURVEYMONUMENTS SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE AND INCOORDINATION WITH THE REGIONAL ADVISOR IN ACCORDANCE WITH NGSPROCEDURES OUTLINED AT WWW.NGS.NOAA.GOV/ADVISORS.5. ALL SUBMITTALS FOR ITEMS TO BE USED IN CONSTRUCTION OF THE PROJECTSHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL A MINIMUMOF 10 DAYS PRIOR TO COMMENCEMENT OF THE ASSOCIATED WORK. UNLESSOTHERWISE SPECIFIED IN THE SPECIFICATIONS.6. TEXAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION ACT,REQUIRES SUFFICIENT ADVANCE NOTIFICATION THROUGH THE TEXAS ONE-CALLSYSTEM CENTER BEFORE EXCAVATING USING MECHANIZED EQUIPMENT OREXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE ONE-CALL SYSTEMPHONE NUMBER IS 1-800-245-4545. THE CONTRACTOR IS ADVISED THAT THERE IS ASEVERE PENALTY FOR NOT MAKING THIS CALL. NOT ALL UTILITY COMPANIES AREMEMBERS OF THE TEXAS ONE-CALL SYSTEM; THEREFORE, THE CONTRACTOR ISADVISED TO CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE-CALLSYSTEM.7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE RESIDENT PROJECTREPRESENTATIVE OF CONSTRUCTION ACTIVITY 72 HOURS IN ADVANCE TO ALLOWTIME FOR COORDINATION OF NOTAMS AND TO LOCATE AND MARK EXISTING FIELDCABLES AND TO AVOID UNSCHEDULED FACILITY OUTAGES.8. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS BEFOREWORK IS STARTED TO VERIFY UTILITY LOCATIONS (DIGTESS 1-800-344-8377).9. CONTRACTOR SHALL NOT BEGIN ANY WORK UNTIL THE BARRICADES AND HAULROAD FLAGS INSTALLATION HAS BEEN APPROVED BY THE ENGINEER.10. THE CONTRACTOR'S PROJECT SUPERINTENDENT SHALL PARTICIPATE IN ALLCOORDINATION MEETINGS AND SHALL BE ON SITE DURING ALL ACTIVITIES.11. THE CONTRACTOR SHALL TAKE PICTURES AND/OR VIDEO OF THE ENTIRE WORKAREA AND SUBMIT ONE (1) COPY TO THE ENGINEER PRIOR TO BEGINNINGOPERATIONS.12. ALL CONSTRUCTION VEHICLES OPERATING OR PARKED INSIDE THE AIRPORTOPERATION AREA MUST HAVE AN OPERATING FLASHING AMBER BEACON ORINTERNATIONAL ORANGE CHECKERED FLAG (DAYLIGHT ONLY) WHICH IS VISIBLE360 DEGREES AROUND THE VEHICLE, IN ACCORDANCE WITH FAA SPECIFICATIONAC 150/5370-2F, OR LATEST VERSION.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HIS/HER OWNPROJECT OFFICE AND COMPLETE UTILITY SERVICES. THE AIRPORT WILL NOTPROVIDE FACILITIES AND SERVICES TO THE CONTRACTOR DURINGCONSTRUCTION. THE CONTRACTOR'S PERSONNEL ARE PROHIBITED FROMUTILIZING THE AIRPORT TERMINAL. THE CONTRACTOR SHALL PROVIDE OFFICEFACILITIES FOR THE RPR IN A SEPARATE BUILDING FROM THE CONTRACTOR'SPROJECT OFFICE. ASSOCIATED COSTS WILL BE SUBSIDIARY TO OTHER ITEMS INTHE CONTRACT.14. THE CONTRACTOR'S STAGING AREA FOR OFFICE, STOCKPILE, EQUIPMENT,ENGINEER'S OFFICE, MATERIALS STORAGE AND EMPLOYEE PARKING SHALL BE NOCLOSER THAN 25 FEET FROM ANY FENCE LINE AND OUTSIDE OF THE OFA OF ANYRUNWAY, TAXIWAY, OR TAXILANE. THE ENGINEER SHALL APPROVE THE EXACTLOCATION OF THE STAFFING AREA AND STOCKPILE AREA PRIOR TO ITS USE. THESUGGESTED LOCATION IS SHOWN, OTHERS PROPOSED MAY BE ACCEPTABLEPENDING ENGINEER APPROVAL. MAXIMUM STOCKPILE HEIGHT IS 20 FEET.15. STOCKPILES AND STAGING AREAS WILL NOT BE PLACED WITHIN ANY WATER OFTHE UNITED STATES, INCLUDING WETLANDS.16. ANY TEMPORARY FACILITIES, STOCKPILES, HAUL ROADS, AND PARKING SHALL BECOMPLETELY REMOVED FROM THE SITE AT THE COMPLETION OF THE PROJECTAND THE SITE RESTORED TO ITS ORIGINAL CONDITION OR BETTER.17. THE CONTRACTOR SHALL COORDINATE WITH AND RECEIVE AIRPORT DRIVING ANDACCESS TRAINING FROM THE AIRPORT AND ATCT PRIOR TO WORK COMMENCING.ALL EMPLOYEES OF THE CONTRACTOR AND SUBCONTRACTORS SHALL RECEIVEVEHICLE OPERATOR/PEDESTRIAN TRAINING FROM THE PROJECTSUPERINTENDENT PRIOR TO ACCESSING THE AOA.18. THE CONTRACTOR SHALL FURNISH AND MAINTAIN A HANDHELD AIRCRAFTFREQUENTLY RADIO FOR EACH CREW CHIEF IN THE AOA, AND THE PROJECTSUPERINTENDENT. ALL PERSONNEL WITH RADIOS SHALL BE TRAINED IN THEIRUSE, PROPER PHRASEOLOGY, AND SHALL BE FLUENT IN ENGLISH. NO VEHICLE ORPERSONNEL SHALL ENTER UPON AN ACTIVE AIRFIELD PAVEMENT (MOVEMENTAREA) WITHOUT CLEARANCE FROM GROUND CONTROL. THE CONTRACTOR SHALLMONITOR (ONLY MONITOR) THE GROUND RADIO FREQUENCY AT ALL TIMES WHILEWORKING WITHIN THE AIRCRAFT OPERATIONS AREA (AOA). RADIO FREQUENCIESARE : 119.12 - GROUND CONTROL 120.225 - AIR TRAFFIC CONTROL TOWER (ATCT)19. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING ACCESS AND HAUL ROADSOUTSIDE THE LIMITS OF CONSTRUCTION DURING CONSTRUCTION AND SHALLRESTORE THE ROADS TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINALCONDITION AT NO ADDITIONAL COST TO THE OWNER. THE LOCATION OF ANYADDITIONAL HAUL ROADS DESIRED BY THE CONTRACTOR IS SUBJECT TO THEAPPROVAL OF THE AIRPORT AND ENGINEER. CONTRACTOR VEHICLES ANDTRAFFIC (UNLESS OTHERWISE AUTHORIZED) SHALL REMAIN WITHIN THEDESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES.20. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING AND MAINTAININGTEMPORARY ACCESS AND/OR HAUL ROADS WHERE NECESSARY AND APPROVEDBY THE ENGINEER TO THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALLCOMPLETELY REMOVE THE TEMPORARY HAUL ROADS SHOWN ON THE PHASINGPLANS (UNLESS OTHERWISE NOTIFIED BY THE ENGINEER) UPON COMPLETION OFTHE PROJECT AND SHALL RESTORE THE GROUND SURFACE AND TURF IN THEAREA TO ITS CONDITION PRIOR TO THIS CONSTRUCTION.21. THE CONTRACTOR MAY SUBMIT ALTERNATE ACCESS ROUTES FOR APPROVAL BYTHE ENGINEER PRIOR TO THE BEGINNING OF CONSTRUCTION.22. ALL EMPLOYEES OF THE CONTRACTOR SHALL ENTER AND EXIT THE WORK SITE ATTHE DESIGNATED CONTRACTOR'S ACCESS GATE (AG). AN ADEQUATE SIGN SHALLBE PROVIDED DESIGNATING THIS GATE LOCATION AS THE “CONSTRUCTIONEMPLOYEE ENTRANCE”. MINIMUM REQUIREMENTS FOR AN ACCESS GATE ARE ASFOLLOWS:22.1. THE CONTRACTOR SHALL PROVIDE LOCKS ON ACCESS GATES AND PROVIDEAIRPORT WITH A KEY TO THE ACCESS GATE. ONLY AUTHORIZEDCONTRACTORS, FAA PERSONNEL, AIRPORT PERSONNEL, AND PROJECTENGINEERS WILL BE ALLOWED ACCESS.22.2. A GATE GUARD IS REQUIRED WHEN THE GATE IS UNLOCKED. THE GATEGUARD SHALL BE EQUIPPED WITH A TELEPHONE TO CONTACT AIRPORTMANAGEMENT IF ANY UNAUTHORIZED VEHICLE ATTEMPTS TO ENTER THEAIRPORT PROPERTY.22.3. THE CONTRACTOR SHALL AT ALL TIMES ENSURE AGAINST UNAUTHORIZEDACCESS TO THE AIRFIELD RESULTING FROM BREACH OF SECURITY FROMCONTRACTOR'S ACCESS GATE. DELIVERY VEHICLES FOR THE CONTRACTORSHALL CHECK IN AT THE GATE. THE CONTRACTOR MUST MAINTAIN POSITIVEESCORT CONTROL OF ALL DELIVERY VEHICLES WHILE ON SITE.22.4. PRIVATE AND COMPANY VEHICLES OPERATING WITHIN THE AIRCRAFTOPERATION AREA (AOA) MUST HAVE A COMPANY LOGO / IDENTIFICATION ONBOTH SIDES OF THE VEHICLE. THE CONTRACTOR'S EMPLOYEES' VEHICLESPARKED IN ANY OF THE CONTRACTOR'S STAGING AREA AND NOT USED FORCONSTRUCTION PURPOSES DO NOT REQUIRE THIS IDENTIFICATION. SIGNS ASDESCRIBED ABOVE ARE REQUIRED ON PRIVATE VEHICLES OPERATED INAREAS OTHER THAN THE STAGING AREA, DIRECT ACCESS ROUTES TO ANDFROM THE STAGING AREA AND WITHIN THE CONSTRUCTION WORK LIMITS.22.5. ANY AND ALL FINES THAT MAY BE LEVIED ON THE AIRPORT FOR A SECURITYVIOLATION IN CONNECTION WITH THE ACCESS GATE OR THE CONTRACTOR'SACTIVITIES SHALL BE PAID BY THE CONTRACTOR. THE FAA OR AIRPORT MAYASSESS A FINE DEPENDING ON THE SERIOUSNESS OF THE INFRACTION.23. DURING MATERIAL DELIVERY / PAVING OPERATIONS, THE CONTRACTOR SHALL BERESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL. TRAFFICCONTROL SHALL BE INCIDENTAL TO THE TOTAL PROJECT.24. THE CONTRACTOR'S ACCESS TO THE AIRFIELD IS LIMITED TO THE LOCATIONS ASSHOWN ON THE PLAN. ACCESS VIA ANY OTHER ROUTES OR GATES NOT SHOWNON THE PLANS WILL REQUIRE PRIOR WRITTEN APPROVAL BY THE ENGINEER.25. CAUTION SHALL BE TAKEN BY THE CONTRACTOR IN PREVENTING ANY DUST, MUD,OR OTHER FOREIGN OBJECTS AND DEBRIS (FOD) WHICH MAY BECOME A HAZARDTO AIR AND GROUND OPERATIONS. THE CONTRACTOR SHALL CONTROL DUST,MUD, AND FOD AT ALL TIMES AND MAY REQUIRE FULL TIME OPERATION WATERTRUCKS OR SWEEPERS. IF, IN THE OPINION OF THE ENGINEER, DUST, MUD, ORFOD IS NOT BEING ADEQUATELY CONTROLLED, THEY MAY SUSPEND WORK ANDMAKE NECESSARY ARRANGEMENTS FOR DUST OR MUD CONTROL. THE COSTSTHEREFORE SHALL BE DEDUCTED FROM THE PROGRESS PAYMENTS DUE THECONTRACTOR.26. IF FOR ANY REASON, THE ENGINEER FEELS THAT SAFETY IS NOT BEINGADEQUATELY MAINTAINED, HE MAY SUSPEND WORK UNTIL THE SAFETY ISSUE ISRESOLVED. COSTS INCURRED TO MITIGATE THE SAFETY ISSUE THEREFORE SHALLBE DEDUCTED FROM THE PROGRESS PAYMENTS DUE THE CONTRACTOR.27. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS NOT DESIGNATED FORDEMOLITION OR REMOVAL THAT ARE DAMAGED BY CONSTRUCTION EFFORTS. THECONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANYDAMAGE TO AIRPORT FACILITIES, INCLUDING BUT NOT LIMITED TO EXISTINGPAVEMENTS, UNDERGROUND CABLES, LIGHTS, SIGNS, BUILDINGS, FENCES,EQUIPMENT, ETC. CAUSED DURING CONSTRUCTION. ALL REPAIRS MUST BE MADEIN COORDINATION WITH THE ENGINEER AND TO EQUAL OR BETTER QUALITY AND INCOMPLIANCE WITH AIRPORT AND/OR FAA REQUIREMENTS. ALL REPAIR ANDREPLACEMENT COSTS SHALL BE AT THE EXPENSE OF THE CONTRACTOR.28. THE PROJECT PAY ITEMS ARE PROVIDED TO BE INCLUSIVE OF ALL WORK TO BEPERFORMED AS SHOWN IN THESE PLANS. ALL WORK NOT IDENTIFIED WITH ASPECIFIC PAY ITEM IS TO BE CONSIDERED REQUIRED/INCIDENTAL WORK TOCOMPLETE THE PROJECT AND IS TO BE INCLUDED IN THE COST OF THE PROJECTPAY ITEMS PROVIDED.29. ALL AIRFIELD LIGHTING CIRCUITS ON RUNWAYS AND TAXIWAYS NOT CLOSED FORCONSTRUCTION SHALL REMAIN OPERATIONAL THROUGHOUT THE PROJECT.30. EACH CONSTRUCTION AREA SHALL BE SHAPED TO ALLOW DRAINAGE OF SURFACEOR GROUND WATER DURING EACH WORK OPERATION. IF NECESSARY, SURFACEOR GROUND WATER SHALL BE PUMPED IMMEDIATELY FROM EACH CONSTRUCTIONAREA IN COMPLIANCE WITH THE EPA OR TCEQ REGULATIONS. THE COST OFDEWATERING SHALL BE SUBSIDIARY TO THE CONSTRUCTION.31. HAUL TRUCKS TRANSPORTING LOOSE MATERIALS OFF AIRPORT PROPERTY SHALLUSE LOAD COVERS AND SHALL BE LOCATED SUCH THAT NO SPILLAGE OCCURSDURING TRANSIT. ALL CONTRACTOR EQUIPMENT MUST BE MAINTAINED IN GOODWORKING ORDER. CONTRACTOR VEHICLES THAT LEAK OR DRIP OIL AND/ORFLUIDS ONTO ANY APRON, RAMP, OR TAXIWAY MUST BE IMMEDIATELY REMOVEDFROM THE PROJECT FOR REPAIR AND THE SPILL CLEANED UP.32. FUEL, DIESEL FUEL, OR OTHER CONTAMINANTS SHALL NOT BE ALLOWED TOENTER THE STORM SEWER SYSTEM. IF, IN THE EVENT SUCH CONTAMINANTS DOENTER THE STORM SEWER SYSTEM OR GROUND WATER, THE CONTRACTORSHALL IMMEDIATELY NOTIFY THE ENGINEER OF THE SPILL. THE CONTRACTOR WILLBE RESPONSIBLE FOR ALL COSTS INCURRED FOR CLEANUP OF CONTAMINATEDAREAS ON AND OFF AIRPORT PROPERTY.33. HAZARDOUS WASTE: ALL SPILLS MUST BE REPORTED IMMEDIATELY TO THE TXDOTENGINEER.34. IN THE EVENT THAT UNANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTEREDDURING CONSTRUCTION, WORK IN THE IMMEDIATE AREA WILL CEASE AND THETXDOT PROJECT MANAGER WILL BE NOTIFIED.35. IN THE EVENT THAT UNANTICIPATED ARCHEOLOGICAL DEPOSITS AREENCOUNTERED DURING CONSTRUCTION, WORK IN THE IMMEDIATE AREA WILLCEASE AND THE TXDOT ENGINEER WILL BE NOTIFIED.36. IN THE EVENT THAT KARST FEATURES ARE DISCOVERED DURING CONSTRUCTION,COORDINATION WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY(TCEQ) MUST BE INITIATED BY THE CONTRACTOR BEFORE FURTHER WORK MAYCOMMENCE. CLOSURE OF KARST FEATURE MUST OCCUR IN ACCORDANCE WITHEDWARDS AQUIFER PROTECTION RULES.37. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE OF ROCKEXCAVATION OPERATIONS.38.CAUTION: UNDERGROUND UTILITIES EXIST WITHIN AND ADJACENT TO THE LIMITSOF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE THESE UTILITIES ONTHE PLANS. HOWEVER, ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THEACTUAL LOCATIONS OF THE UTILITIES MAY VARY FROM THE LOCATIONS SHOWN.PRIOR TO BEGINNING ANY TYPE OF EXCAVATION, THE CONTRACTOR SHALLCONTACT THE UTILITIES INVOLVED AND MAKE ARRANGEMENTS FOR THELOCATION OF THE UTILITIES ON THE GROUND. THE CONTRACTOR SHALL MAINTAINTHE UTILITY LOCATION MARKINGS UNTIL THEY ARE NO LONGER NECESSARY.
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TERMINALBUILDINGAIR TRAFFICCONTROL TOWER400.00'800.00'1111150'500'(IN FEET)0 150' 300' 600' 900'GENERAL NOTESLEGENDRSAOFARUNWAY SAFETY AREARUNWAY OBJECT FREE AREAFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G101-LP.dwg Last Save: 2/23/2016 2:24 PM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:43 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGRSKG-1011.CAUTION: UNDERGROUND UTILITIESEXIST WITHIN AND ADJACENT TO THELIMITS OF CONSTRUCTION. ANATTEMPT HAS BEEN MADE TO LOCATETHESE UTILITIES ON THE PLANS.HOWEVER, ALL EXISTING UTILITIES MAYNOT BE SHOWN AND THE ACTUALLOCATIONS OF THE UTILITIES MAYVARY FROM THE LOCATIONS SHOWN.PRIOR TO BEGINNING ANY TYPE OFEXCAVATION, THE CONTRACTOR SHALLCONTACT THE UTILITIES INVOLVED ANDMAKE ARRANGEMENTS FOR THELOCATION OF THE UTILITIES ON THEGROUND. THE CONTRACTOR SHALLMAINTAIN THE UTILITY LOCATIONMARKINGS UNTIL THEY ARE NOLONGER NECESSARY.2. TEXAS STATE LAW, THEUNDERGROUND FACILITIES DAMAGEPREVENTION ACT, REQUIRESSUFFICIENT ADVANCE NOTIFICATIONTHROUGH THE TEXAS ONE-CALLSYSTEM CENTER BEFORE EXCAVATINGUSING MECHANIZED EQUIPMENT OREXPLOSIVES (EXCEPT IN THE CASE OFAN EMERGENCY). THE ONE-CALLSYSTEM PHONE NUMBER IS1-800-245-4545. THE CONTRACTOR ISADVISED THAT THERE IS A SEVEREPENALTY FOR NOT MAKING THIS CALL.NOT ALL UTILITY COMPANIES AREMEMBERS OF THE TEXAS ONE-CALLSYSTEM; THEREFORE, THECONTRACTOR IS ADVISED TO CONTACTALL NON-MEMBER UTILITIES AS WELLAS THE ONE-CALL SYSTEM.3. RUNWAY END COORDINATES ANDELEVATIONS TABLE, AIRPORT DATATABLE, AND RUNWAY DATA TABLE ISBASED ON THE LATEST AIRPORTLAYOUT PLAN. CONTRACTOR SHALLVERIFY WITH ENGINEER BEFORE USINGDATA FROM THESE TABLES .4. MITL AND PAVEMENT REHABILITATIONWORK IN ALL DRAWINGS ONLY APPLY IFADDITIVE ALTERNATES ARE ELECTED.PROJECTLAYOUT PLANGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016124BASE BID ITEMS OF WORK678910PAVEMENT DEMOLITIONPARALLEL TAXIWAY CONSTRUCTIONCONCRETE APRON REHABILITATIONFUEL FARM CONSTRUCTIONTREE CLEARING AND STUMP GRINDINGFIRE HYDRANT RELOCATIONSOUTHWEST DITCH IMPROVEMENTSPARKING LOT CONSTRUCTIONADDITIVE ALTERNATES ITEMS OF WORKASPHALT TAXIWAY AND APRON REHABILITATIONMITL AND GUIDANCE SIGN INSTALLATIONPAPI INSTALLATION3511
RSARSARSARSARSA
RSARSA
RSARSARSARSARSA
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OFAOFAOFAOFAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G102-SP.dwg Last Save: 2/24/2016 10:01 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:44 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGG-103PHASE II - CONSTRUCT CONNECTOR TAXIWAYS A, B, AND D, AND TAXIWAY J FILLETS. INSTALL MITL ANDGUIDANCE SIGNS.SEQUENCE OF CONSTRUCTIONPHASEDESCRIPTIONPHASE I - PERFORM DEMOLITION OF EXISTING PAVEMENT. CONSTRUCT TAXIWAY A AND TAXIWAY C. INSTALLMITL AND GUIDANCE SIGNS. GRIND TREE STUMPS NORTH OF RUNWAY 18. PERFORM TREE CLEARING ATBUILDING 2. PERFORM TREE CLEARING AND NEW FENCE INSTALLATION OFF RUNWAY 11 AND 29. REMOVEEXISTING FUEL STORAGE TANKS AND CONSTRUCT NEW FUEL FARM.PHASE III - PERFORM DEMOLITION OF EXISTING PAVEMENT. CONSTRUCT TAXIWAY A AND TERMINAL APRON.INSTALL MITL AND GUIDANCE SIGNS. PERFORM SOUTHWEST DITCH IMPROVEMENTS.PHASE IV - INSTALL MITL & GUIDANCE SIGNS FOR TAXIWAYS G, J, K, L, AND M.PHASE V - PERFORM RUNWAY SHOULDER, TAXIWAY AND APRON PAVEMENT REHABILITATION. RECONFIGUREAPRON TIEDOWNS/PARKING.(IN FEET)0 150' 300' 600' 900'
TAXIWAY A1 PHASE VI - CONSTRUCT TERMINAL PARKING LOT AND RELOCATE FIRE HYDRANT.LIMITS OF TREECLEARINGLEGENDCONTRACTOR'S EQUIPMENT STORAGECONTRACTOR'S EMPLOYEE PARKINGCONTRACTOR'S ACCESS/HAUL ROUTESCONTRACTOR'S ACCESS GATERSAOFARUNWAY OBJECT FREE AREARUNWAY SAFETY AREACONSTRUCT TERMINALPARKING LOTFIRE HYDRANTRELOCATIONTAXIWAY ATAXIWAY BTAXIWAY ATAXIWAY DTAXIWAY ETAXIWAY FTAXIWAY JTAXIWAY MTAXIWAY LNOTES:1. FINAL LOCATION OF HAUL ROAD SHALL BE COORDINATED WITH THEOWNER AND ENGINEER. SEE SS-120, SITE PREPARATION.2. CONTACT ATCT BEFORE ACCESSING ANY MOVEMENT AREAS.3. TAXIWAY NAMING SHOWN IS BASED ON THE PROPOSED RENAMING OFTHE TAXIWAY SYSTEM. FOR COORDINATION WITH ATCT USE THELATEST AIRPORT DIAGRAM, A COPY OF WHICH SHALL BE PROVIDED BYTHE ENGINEER.4.MITL AND PAVEMENT REHABILITATION WORK IN ALL SEQUENCE OFCONSTRUCTION DRAWINGS APPLY ONLY IF ADDITIVE ALTERNATES AREELECTED.PHASE VI(35 DAYS)0 30 60 15090 120 210180 240 270 300 330 360 390 420 450PHASEPHASE III(75 DAYS)PHASE II(75 DAYS)PHASE IV(60 DAYS)PHASE I(100 DAYS)PHASE V(52 DAYS)CALENDAR DAYSCONTRACT TIMETAXIWAY CBUILDING 2CONSTRUCTIONSAFETYPHASING PLANOVERALLLIMITS OF RWY 11END TREE CLEARINGTAXIWAY G
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G102-SP.dwg Last Save: 2/24/2016 10:01 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:44 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGG-104SEQUENCE OF CONSTRUCTIONPHASEDESCRIPTIONPHASEPHASE IB(70 DAYS)PHASE IA(30 DAYS)CALENDAR DAYSCONTRACT TIMEANYTIMEWORK AVAILABILITYANYTIMECOORDINATE WITH THE AIRPORT TO ISSUE NOTAMS STATING THE NORTH PORTION OF TAXIWAY A1 IS CLOSEDWITH MEN AND EQUIPMENT WORKING ON THE AIRFIELD. PERFORM LOCKOUT/TAGOUT. INSTALL LOW PROFILEBARRICADES. PERFORM PARTIAL CLOSURE OF TAXIWAY A1 WHILE PHASE IA WORK IS BEING COMPLETED.CONSTRUCT PORTION OF NEW TAXIWAY AND PAVEMENT MARKINGS AND INSTALL MITL AND GUIDANCE SIGNS.REMOVE BARRICADES. RETRACT NOTAMS.(IN FEET)050' 100' 200' 300'COORDINATE WITH THE AIRPORT TO ISSUE NOTAMS STATING THAT MEN AND EQUIPMENT ARE WORKING OFFRUNWAY 18, 11, AND 29 APPROACH. CLEAR TREES NORTH OF BUILDING 2 AND GRIND STUMPS NORTH OFRUNWAY 18. CLEAR TREES SOUTHEAST OF RUNWAY 29 AND NORTHWEST OF RUNWAY 11. INSTALL FENCING.RETRACT NOTAMS.NOTES:1. AIRCRAFT UTILIZING RUNWAY 18 FOR DEPARTURES REQUIRE BACKTAXING ON RUNWAY 18/36 DURING PHASE IA.2. TAXIWAY NAMING SHOWN IS BASED ON THE PROPOSED RENAMING OFTHE TAXIWAY SYSTEM. FOR COORDINATION WITH ATCT, USE THELATEST AIRPORT DIAGRAM, A COPY OF WHICH SHALL BE PROVIDED BYTHE ENGINEER.3. PHASE IC AND ID MAY RUN CONCURRENTLY WITH PHASE IA AND IB.4. SEE SS-120 FOR CONTRACTOR ACCESS AND HAUL ROADREQUIREMENTS.5. OPERATIONAL SWITCHOVER FROM THE EXISTING SYSTEM TO THE NEWFUEL FARM SHALL BE CONDUCTED ON A WEDNESDAY STARTING AT 9PM. THE CONTRACTOR SHALL PROVIDE THE ENGINEER 72 HOURS'NOTICE PRIOR TO THE SWITCHOVER.6. MITL WORK APPLIES ONLY IF ADDITIVE ALTERNATES ARE ELECTED.(IN FEET)0 150' 300' 600' 900'LEGENDCONTRACTOR'S EQUIPMENT STORAGECONTRACTOR'S EMPLOYEE PARKINGCONTRACTOR'S ACCESS/HAUL ROUTESLOW PROFILE BARRICADES (PHASE IA)RUNWAY CLOSURE MARKERCONTRACTOR'S ACCESS GATERSAOFARUNWAY OBJECT FREE AREARUNWAY SAFETY AREACOORDINATE WITH THE AIRPORT TO ISSUE NOTAMS STATING MEN AND EQUIPMENT WORKING ON THEAIRFIELD. PERFORM LOCKOUT/TAGOUT. INSTALL LOW PROFILE BARRICADES. CONSTRUCT NEW TAXIWAY,CONNECTOR, AND PAVEMENT MARKINGS. INSTALL MITL & GUIDANCE SIGNS. REMOVE BARRICADES. RETRACTNOTAMS.LOW PROFILE BARRICADES (PHASE IB)CONTACT ATCT BEFOREACCESSING OFA OR EXISTINGPARALLEL TAXIWAYBUILDING 2CONSTRUCTIONSAFETY PLANPHASE IPHASE IC(20 DAYS)ANYTIME0 30 60 15090 120PHASE ID(90 DAYS)ANYTIMECOORDINATE WITH THE AIRPORT TO ISSUE NOTAMS STATING MEN AND EQUIPMENT WORKING IN THE VICINITYOF THE TERMINAL BUILDING. PERFORM LOCKOUT/TAGOUT. CONSTRUCT NEW FUEL FARM AND ABOVE GROUNDSTORAGE TANKS. REMOVE EXISTING BELOW GROUND FUEL TANKS. RETRACT NOTAMS.PHASE IDINSERT AFUEL FARMCONSTRUCTIONSEE INSERT ALIMITS OF TREEREMOVAL
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G102-SP.dwg Last Save: 2/24/2016 10:01 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:44 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGG-105SEQUENCE OF CONSTRUCTIONPHASEDESCRIPTIONPHASEPHASE IIA(45 DAYS)CALENDAR DAYSCONTRACT TIMEANYTIMEWORK AVAILABILITYCOORDINATE WITH THE AIRPORT TO ISSUE NOTAMS STATING THAT RUNWAY 18/36 THRESHOLD ISTEMPORARILY RELOCATED WITH MEN AND EQUIPMENT WORKING AT RUNWAY 18 END; TEMPORARY RUNWAYLENGTH IS 3700. PERFORM LOCKOUT/TAGOUT. INSTALL LOW PROFILE BARRICADES, TEMPORARY CHEVRONS,AND OUTBOARD MARKERS. DEMO EXISTING TAXIWAY CONNECTOR AND CONSTRUCT NEW TAXIWAYCONNECTORS BETWEEN TAXIWAY A AND RUNWAY 18/36. INSTALL MITL & GUIDANCE SIGNS. CONSTRUCTPAVEMENT MARKINGS. REMOVE BARRICADES, TEMPORARY CHEVRONS, AND OUTBOARD MARKERS. RETRACTNOTAMS.0 30 60 15090 120(IN FEET)050' 100' 200' 300'LEGENDCONTRACTOR'S EQUIPMENT STORAGECONTRACTOR'S EMPLOYEE PARKINGCONTRACTOR'S ACCESS/HAUL ROUTESLOW PROFILE BARRICADES(PHASE IIB ONLY)RUNWAY CLOSURE MARKERCONTRACTOR'S ACCESS GATERSAOFARUNWAY OBJECT FREE AREARUNWAY SAFETY AREANEW PAVEMENTCONTACT ATCT BEFOREACCESSING OFA OR EXISTINGPARALLEL TAXIWAYCONSTRUCTIONSAFETY PLANPHASE IINOTES:1. TAXIWAY NAMING SHOWN IS BASED ON THE PROPOSEDRENAMING OF THE TAXIWAY SYSTEM. FOR COORDINATIONWITH ATCT, USE THE LATEST AIRPORT DIAGRAM. A COPYOF WHICH SHALL BE PROVIDED BY THE ENGINEER.2. DURING PHASE IIA, DEPARTURES FROM RUNWAY 18REQUIRE PARTIAL BACK TAXI ON RUNWAY 18/363. CONTRACTOR SHALL NOTE THE 300' CONSTRUCTION LIMITON THE RUNWAY AND KEEP ALL MEN AND EQUIPMENTFROM CROSSING IT.4. SEE SS-120 FOR CONTRACTOR ACCESS AND HAUL ROADREQUIREMENTS.5. MITL WORK APPLIES ONLY IF ADDITIVE ALTERNATES AREELECTED.RUNWAY CLOSUREMARKING,PHASE IIB ONLY.SEE DETAIL, SHEET G-501PHASE IIB(30 DAYS)ANYTIMELOW PROFILE BARRICADES(PHASE IIA AND IIB)(IN FEET)0100' 200' 400' 600'COORDINATE WITH THE AIRPORT TO ISSUE NOTAMS STATING THAT RUNWAY 18/36 IS CLOSED WITH MEN ANDEQUIPMENT WORKING AT RUNWAY 18 END. PERFORM LOCKOUT/TAGOUT. INSTALL LOW PROFILE BARRICADESAND RUNWAY CLOSURE MARKERS. CONSTRUCT NEW TAXIWAY CONNECTORS BETWEEN TAXIWAY A ANDRUNWAY 18/36. CONSTRUCT FILLETS INSIDE AND OUTSIDE THE RUNWAY SAFETY AREA (RSA) ON TAXIWAY J.INSTALL MITL & GUIDANCE SIGNS. CONSTRUCT PAVEMENT MARKINGS. REMOVE BARRICADES AND RUNWAYCLOSURE MARKINGS. RETRACT NOTAMS.INSTALL BARRICADEPHASE IIB ONLYRUNWAY CLOSURE MARKING,PHASE IIB ONLY SEEDETAIL, SHEET G-501300'CONSTRUCTION AREA1,000'TEMPORARY RELOCATED THRESHOLDINSTALL TEMPORARY CHEVRONS,PHASE IIA ONLY, SEE SHEET G-501200'INSTALL OUTBOARD MARKERS,PHASE IIA ONLY, SEE SHEET G-501INSTALL BARRICADEPHASE IIB ONLYINSTALL BARRICADEPHASE IIB ONLYADJUST TEMPORARY RUNWAY EDGE LIGHTINGREQUIREMENTS PHASE IIA ONLY. SEE G-501.
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G102-SP.dwg Last Save: 2/24/2016 10:01 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:44 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGG-106SEQUENCE OF CONSTRUCTIONPHASEDESCRIPTIONPHASEPHASE IIIB(30 DAYS)PHASE IIIA(45 DAYS)CALENDAR DAYSCONTRACT TIMEANYTIMEWORK AVAILABILITYANYTIMECOORDINATE WITH THE AIRPORT TO ISSUE NOTAMS STATING MEN AND EQUIPMENT WORKING ONTERMINAL APRON. INSTALL LOW PROFILE BARRICADES. DEMO EXISTING PAVEMENT ANDCONSTRUCT TAXIWAY A AND EXPANSION OF TERMINAL APRON. INSTALL MITL & GUIDANCE SIGNS.CONSTRUCT PAVEMENT MARKINGS. REMOVE BARRICADES. RETRACT NOTAMS.0 30 60 15090 120COORDINATE WITH THE AIRPORT TO ISSUE NOTAM THAT MEN AND EQUIPMENT WORKING WEST OFRUNWAY 36. PERFORM SOUTHWEST DITCH IMPROVEMENTS. RETRACT NOTAMS.(IN FEET)0100' 200' 400' 600'LEGENDCONTRACTOR'S EQUIPMENT STORAGECONTRACTOR'S EMPLOYEE PARKINGCONTRACTOR'S ACCESS/HAUL ROUTESLOW PROFILE BARRICADES (PHASE IIIB)RUNWAY CLOSURE MARKERCONTRACTOR'S ACCESS GATERSAOFARUNWAY OBJECT FREE AREARUNWAY SAFETY AREANEW PAVEMENTCONSTRUCTIONSAFETY PLANPHASE IIINOTES:1. DURING PHASE IIIB, RUNWAY 18/36 MAY BE USED FOR TAXING AT THEDISCRETION OF THE ATCT.2. TAXIWAY NAMING SHOWN IS BASED ON THE PROPOSED RENAMING OFTHE TAXIWAY SYSTEM. FOR COORDINATION WITH ATCT, USE THE LATESTAIRPORT DIAGRAM. A COPY OF WHICH SHALL BE PROVIDED BY THEENGINEER.3. FOR WORK ON TERMINAL APRON, CONTRACTOR MUST YIELD TO ALLTRAFFIC.4. SEE SS-120 FOR CONTRACTOR ACCESS AND HAUL ROUTEREQUIREMENTS.5. MITL WORK APPLIES ONLY IF ADDITIVE ALTERNATES ARE ELECTED.SEE INSERT.THIS SHEET.(IN FEET)050' 100' 200' 300'CONTACTATCT BEFOREACCESSINGOFA OREXISTINGPARALLELTAXIWAYLOW PROFILE BARRICADES (PHASE IIIA)
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G102-SP.dwg Last Save: 2/24/2016 10:01 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:46 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGG-117SEQUENCE OF CONSTRUCTIONPHASEDESCRIPTIONPHASEPHASE VIA(5 DAYS)CALENDAR DAYSCONTRACT TIMEWORK AVAILABILITYANYTIME0 30 60 15090 120COORDINATE CONSTRUCTION PHASING WITH THE ENGINEER. RELOCATE FIRE HYDRANT .NOTES:1. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR POSSIBLESUB-PHASING BEFORE COMMENCING WORK FOR PHASES VIA AND VIB.2. SEE SS-120 FOR CONTRACTOR ACCESS AND HAUL ROUTE REQUIREMENTS.CONSTRUCT TERMINAL PARKING LOT.PHASE VIB(30 DAYS)ANYTIME(IN FEET)0 125' 250' 500' 750'LEGENDCONTRACTOR'S EQUIPMENT STORAGECONTRACTOR'S EMPLOYEE PARKINGCONTRACTOR'S ACCESS/HAUL ROUTESLOW PROFILE BARRICADESRUNWAY CLOSURE MARKERCONTRACTOR'S ACCESS GATERSAOFARUNWAY OBJECT FREE AREARUNWAY SAFETY AREANEW PAVEMENTCONSTRUCTIONSAFETY PLANPHASE VI
IIRUNWAY DATARUNWAY END NUMBERAIRCRAFTAPPROACH CATEGORYMINIMUM SAFETY AREAPRIOR TO THE THRESHOLDAIRPLANEDESIGN GROUPC600-FTMINIMUM UNOBSTRUCTEDAPPROACH SLOPERSA WIDTHDIVIDED BY 234:1 200-FT14. RUNWAY AND TAXIWAY VISUAL AIDSA. GENERAL - ALL AIRPORT MARKINGS, LIGHTING, SIGNS, AND VISUAL NAVAIDS THAT ARE IN OPERATION MUST BE CLEAR FROM ALL OBSTRUCTIONS.ALL TEMPORARY MARKINGS, SIGNS, LIGHTS, OR OTHER VISUAL AIDS MUST BE SECURED IN PLACE TO PREVENT PROP WASH, JET BLAST, WINGVORTICES, OR OTHER WIND CURRENTS.B. MARKINGS - ALL TEMPORARY OR PERMANENT RUNWAY AND TAXIWAY VISUAL AIDS SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENT EDITIONOF FAA AC 150/5340-1 (www.faa.gov). MARKINGS FOR THIS PROJECT INCLUDE THE FOLLOWING:TEMPORARILY CLOSED RUNWAYS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING RUNWAY CLOSUREMARKERS ON TOP OF THE RUNWAY DESIGNATION MARKERS. SEE DETAILS ON CONSTRUCTION SAFETY DRAWINGS FOR CLOSED RUNWAY MARKER DETAIL.PARTIALLY CLOSED RUNWAYS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY MARKING ANDLIGHTING FOR THE PARTIALLY CLOSED RUNWAY. SEE DETAILS ON CONSTRUCTION SAFETY DRAWINGS FOR PARTIALLY CLOSED RUNWAY DETAIL.DISPLACED THRESHOLDS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY MARKING ANDLIGHTING FOR THE DISPLACED THRESHOLD, INCLUDING RELOCATING EXISTING NAVIGATIONAL AIDS. SEE DETAILS ON CONSTRUCTION SAFETY DRAWINGSFOR TEMPORARY DISPLACED THRESHOLD DETAIL.TEMPORARILY CLOSED TAXIWAYS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING TAXIWAY CLOSUREMARKERS AT THE ENTRANCE TO THE CLOSED TAXIWAY FROM THE ADJACENT RUNWAY. THE TAXIWAY CLOSURE MARKERS SHALL BE INSTALLED INSIDE THERUNWAY SAFETY AREA. THE CONTRACTOR SHALL ALSO FURNISH AND INSTALL LOW PROFILE BARRICADES AT THE ENTRANCE TO THE CLOSED TAXIWAYFROM AN ADJACENT TAXIWAY. BARRICADES SHALL BE INSTALLED OUTSIDE ALL ACTIVE TAXIWAY SAFETY AREAS. SEE DETAILS ON CONSTRUCTION SAFETYDRAWINGS FOR CLOSED TAXIWAY MARKER AND LOW-PROFILE AIRCRAFT BARRICADE DETAILS.C. LIGHTING AND VISUAL NAVAIDS - ALL TEMPORARY LIGHTING FOR RUNWAY AND TAXIWAY SYSTEMS SHALL CONFORM TO THE REQUIREMENTS OF THE MOSTRECENT EDITION OF FAA AC 150/5340-30 AND 150/5345-50 (www.faa.gov). THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING ISOLATIONTRANSFORMERS ASSOCIATED WITH ANY RUNWAY OR TAXIWAY LIGHT FIXTURES THAT ARE BEING DISCONNECTED.IF APPLICABLE, ALL CONSTRUCTION, ALTERATION, OR REMOVAL OF FAA OWNED EQUIPMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTHIN THE APPROVED FAA REIMBURSABLE AGREEMENT. NO WORK SHALL BE COMPLETED ON FAA OWNED EQUIPMENT PRIOR TO COMPLETION OF THE FAAREIMBURSABLE AGREEMENT.D. SIGNS - THE CONTRACTOR SHALL INSTALL ALL SIGNS IN ACCORDANCE WITH THE MOST RECENT EDITION OF FAA AC 150/5345-44 AND 150/5340-18. ANY SIGNTHAT IS NOT PERFORMING ITS NORMAL FUNCTION MUST BE COVERED OR REMOVED TO PREVENT MISLEADING PILOTS.15. MARKING AND SIGNS FOR ACCESS ROUTESA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL NECESSARY MARKINGS AND SIGNAGE FOR ALL ACCESS ROUTES TO ANDFROM THE SITE TO BE USED BY CONTRACTOR PERSONNEL, SUBCONTRACTOR PERSONNEL, OR DELIVERY OPERATIONS. ANY SIGNAGE APPROVED FORINSTALLATION IN THE AIR OPERATIONS AREA SHALL BE FRANGIBLY MOUNTED.16. HAZARD MARKING AND LIGHTINGA. PURPOSE - HAZARD MARKING AND LIGHTING PREVENTS PILOTS FROM ENTERING AREAS CLOSED TO AIRCRAFT AND PREVENTS CONTRACTOR PERSONNELFROM ENTERING AREAS OPEN TO AIRCRAFT.B. EQUIPMENT - THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN LOW-PROFILE BARRICADES IN HAZARDOUS AREAS INSIDE MOVEMENT AREAS.BARRICADES SHALL RESTRICT ACCESS AND MAKE HAZARDS OBVIOUS TO AIRCRAFT, PERSONNEL, AND VEHICLES. DURING PERIODS OF LOW VISIBILITY AND ATNIGHT, BARRICADES SHALL BE EQUIPPED WITH RED FLASHING OR STEADY BURNING LIGHTS. THE SPACING OF BARRICADES SHALL BE SUCH THAT A BREACHIS PHYSICALLY PREVENTED BARRING A DELIBERATE ACT. IF BARRICADES ARE INTENDED TO PREVENT PEDESTRIANS, THEN THEY SHALL BE LINKED. SEEDETAILS ON CONSTRUCTION SAFETY DRAWINGS FOR LOW-PROFILE AIRCRAFT BARRICADE DETAIL.17. PROTECTION OF SAFETY AREAS, OBJECT FREE AREAS, OBJECT FREE ZONES, AND APPROACH/DEPARTURE SURFACES.A. RUNWAY SAFETY AREAS (RSA) - NO WORK SHALL BE PERMITTED WITHIN AN ACTIVE RUNWAY SAFETY AREA. IF REQUIRED, ADJUSTMENTS TO THE RSADIMENSIONS THROUGH RESTRICTED OPERATIONS SHALL BE COORDINATED WITH THE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL INSURE ADEQUATE DISTANCE PROTECTION FOR BLAST PROJECTION, AS NEEDED. ALL OPEN TRENCHES OREXCAVATIONS WITHIN THE LIMITS OF THE RSA SHALL BE BACK FILLED OR COVERED PRIOR TO OPENING THE RUNWAY TO OPERATIONS. IN ADDITION, EROSIONCONTROL MEASURES SHALL BE PROVIDED IN THE RSA TO PREVENT RUTS, HUMPS, OR DEPRESSIONS INSIDE THE LIMITS OF THE RSA.B. RUNWAY OBJECT FREE AREAS - NO MATERIAL SHALL BE STOCKPILED INSIDE THE LIMITS OF THE ACTIVE ROFA UNLESS APPROVED BY AIR SPACING THROUGHTHE APPROPRIATE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE.C. TAXIWAY SAFETY AREAS (TSA) - NO WORK SHALL BE PERMITTED WITHIN AN ACTIVE TSA. IF REQUIRED, ADJUSTMENTS TO THE TAXIWAY TSA DIMENSIONSTHROUGH RESTRICTED OPERATIONS SHALL BE COORDINATED WITH THE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE PRIOR TO CONSTRUCTION. ALL OPENTRENCHES OR EXCAVATIONS WITHIN THE LIMITS OF THE TSA SHALL BE BACK FILLED OR COVERED PRIOR TO OPENING THE TAXIWAY TO OPERATIONS. INADDITION, EROSION CONTROL MEASURES SHALL BE PROVIDED IN THE TSA TO PREVENT RUTS, HUMPS, OR DEPRESSIONS INSIDE THE LIMITS OF THE TSA.D. TAXIWAY OBJECT FREE AREAS (TOFA) - NO CONSTRUCTION SHALL BE PERMITTED INSIDE AN ACTIVE TOFA UNLESS THE TAXIWAY HAS BEEN RESTRICTED TOOPERATIONS REQUIRING A TOFA EQUAL TO THAT OF THE TOFA AVAILABLE. IF REQUIRED, CONSTRUCTION MAY BE PERMITTED INSIDE THE TOFA IF THETAXIWAY CENTERLINE MARKINGS ARE OFFSET WITH CENTERLINE REFLECTORS OR LIGHTING, OR APPROPRIATE NOTAMS ARE ISSUED. CONSTRUCTION MAYALSO BE PERMITTED INSIDE THE TOFA IF A FIVE FOOT WING TIP CLEARANCE IS MAINTAINED FOR ALL CONSTRUCTION EQUIPMENT AND VEHICLES. IN THISSCENARIO, FLAGGERS AND WING WALKERS MUST BE USED TO DIRECT TRAFFIC THROUGH THE CONSTRUCTION SITE.E. OBSTACLE FREE ZONE (OFZ) - NO PERSONNEL, MATERIAL, OR EQUIPMENT SHALL PENETRATE THE OFZ WHILE THE RUNWAY IS OPEN TO OPERATIONS. THEDIMENSIONS OF THE OFZ ARE AS DEFINED IN FAA AC 150/5300-13 (www.faa.gov).F. APPROACH/DEPARTURE SURFACES - ALL CONTRACTOR PERSONNEL, MATERIALS, AND EQUIPMENT SHALL REMAIN CLEAR OF THE APPLICABLE THRESHOLDSITING SURFACES AS DEFINED IN APPENDIX 2, "RUNWAY END SITING REQUIREMENTS" OF FAA AC 150/5300-13 (www.faa.gov). CONSTRUCTION ACTIVITIES THATREQUIRE PENETRATION INTO THE THRESHOLD SITING SURFACE SHALL BE ACCOMPLISH THROUGH DISPLACING OR PARTIALLY CLOSING THE RUNWAY. SUCHCONSTRUCTION ACTIVITIES SHALL REQUIRE COORDINATION WITH THE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE.18. OTHER LIMITATIONS ON CONSTRUCTIONA. PROHIBITIONS - THE USE OF TALL EQUIPMENT (I.E. CRANES, CONCRETE PUMPS) SHALL NOT BE PERMITTED UNLESS APPROVED BY THE ENGINEER.B. OPEN FLAME WELDING AND TORCH CUTTING OPERATIONS ARE NOT PERMITTED UNLESS ADEQUATE FIRE SAFETY PRECAUTIONS ARE PROVIDED AND THESEOPERATIONS ARE AUTHORIZED BY THE AIRPORT OPERATOR AND THE ENGINEER.C. ELECTRICAL BLASTING CAPS SHALL NOT BE PERMITTED WITHIN 1,000-FT OF THE AIRPORT PROPERTY. FLARE POTS ARE NOT PERMITTED WITHIN THE AIROPERATIONS AREA.IIC600-FT 34:1 200-FTII B300-FT 34:175-FTII B 300-FT 34:1 75-FTCONSTRUCTION SAFETY AND PHASING PLAN (CSPP) - PAGE 2 OF 2RUNWAY 18RUNWAY 36RUNWAY 11RUNWAY 29GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G102-SP.dwg Last Save: 2/24/2016 10:01 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:46 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKG-119CONSTRUCTIONSAFETY ANDPHASINGNOTES II
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-G102-SP.dwg Last Save: 2/24/2016 10:01 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:46 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKG-501RGGRC RELOCATED THRESHOLD LIGHTSNEW L-824C LIGHTING CABLE WITHCOUNTERPOISE IN TRENCH(TYP.)EXISTING OFF-LINE RUNWAYLIGHT FIXTUREEXISTINGCABLE10' x 75' OUTBOARDMARKER ON EACH SIDE,SEE DETAIL ON THISSHEETOPEN PORTIONEXISTINGCABLEEXISTING OFF-LINERUNWAY LIGHTFIXTURENEW L-824C LIGHTING CABLE WITHCOUNTERPOISE IN TRENCH (TYP.)5'EXISTING GROUND10' WIDTH(75' LENGTH)GROMMET16"16"OFF-LINE LIGHTFIXTUREEXISTING GROUND2'-0"SQUARE12"NEW L-824C CABLE WITHCOUNTERPOISE INTRENCH TO NEXTFIXTURE (TYP)SECURED TO GROUNDWITH REBAR STAKES;SECURE TO PAVEMENTWITH ANCHORSFINISHED GRADEOR PAVEMENTNEW L-830 TRANSFORMER, BURIEDADJACENT TO FIXTURE IN EARTHAREAS OR SECURED TOPAVEMENT AS REQUIREDNEW L-861E RUNWAY THRESHOLDLIGHT FIXTURES FOR TEMPORARYRELOCATED THRESHOLD SHALL BEPROVIDED BY THE CONTRACTORBOLTED TO A 2'X2'SHEET OF STEELNEW L-823CONNECTORS(TYPICAL)INSTALL NEW L-861E MEDIUM INTENSITY THRESHOLDLIGHT WITH RED/GREEN LENSES AND ISOLATIONTRANSFORMER, LIGHTS SHALL BECOME PROPERTY OFTHE CONTRACTOR AT COMPLETION OF PROJECT, SEEDETAIL ON THIS SHEETC RUNWAYLNOTES:1. CONTRACTOR SHALL MAINTAIN THE OUTBOARD MARKER IN ACCEPTABLE CONDITION AT ALL TIMES.2. OUTBOARD MARKER SHALL GENERALLY FOLLOW THE NATURAL CONTOUR OF THE LAND.3. WHEN NO LONGER REQUIRED, THE OUTBOARD MARKER SHALL BE PROMPTLY REMOVED BY THECONTRACTOR4. OUTBOARD MARKER SHALL REMAIN THE PROPERTY OF THE CONTRACTOR.5. OUTBOARD MARKER SHALL BE FLUSH WITH THE EXISTING GROUND.NOTES:1. DISCONNECT CABLES AND CONNECTTEMPORARY AT EXISTING FIXTURES ASDIRECTED BY THE ENGINEER. DISCONNECTTRANSFORMERS IN FIXTURES BETWEENNORMAL THRESHOLD AND RELOCATEDTHRESHOLD. CHECK REGULATOR LOADING TOENSURE PROPER OPERATION. PROTECT ALLCABLE ENDS.2. TEMPORARY ELECTRICAL BYPASS CIRCUIT MAYBE REQUIRED DURING MODIFICATIONS TORUNWAY CIRCUIT AT TAXIWAY/RUNWAYINTERSECTIONS.3. RECONFIGURE CAUTION ZONE AND MOVEWHITE/AMBER LENSES TO INDICATE LAST 2,000FEET OR ONE-HALF THE AVAILABLE RUNWAYLENGTH, WHICHEVER IS LESS. RESTORE WHENWORK IS COMPLETED.4. MOW GRASS AND THOROUGHLY PREPAREGROUND AREA PRIOR TO CONSTRUCTION OFRELOCATED THRESHOLD.5. CONTRACTOR SHALL MAINTAIN THERELOCATED THRESHOLD IN ACCEPTABLECONDITIONS AT ALL TIMES.6. COORDINATE PLACING PAPI, REIL, AND OTHERNAVIGATIONAL AIDS OFF-LINE DURING PHASESOF WORK WITH TEMPORARY RELOCATEDTHRESHOLD.7. COORDINATE AND COVER SIGNS AS REQUIREDTO PREVENT MISDIRECTING PILOTS. ALLSIGNAGE TO CLOSED SURFACES SHALL BECOVERED.60'25'NOTE:1. CLOSED RUNWAY MARKERS SHALL BEINSTALLED ON TOP OF RUNWAYNUMERAL DESIGNATORS AS DIRECTEDBY THE ENGINEER.NOTES:1. BARRICADES SHALL MEET THE REQUIREMENTS OF THE CURRENT FAA ADVISORYCIRCULAR 150/5370-2 AND BE APPROVED BY THE ENGINEER.2. CONTRACTOR SHALL WEIGHT BARRICADE TO PREVENT DISPLACEMENT.THE METHOD SHALL BE APPROVED BY THE ENGINEER.3. BARRICADES SHALL BE LOCATED AS DEFINED IN THE CONSTRUCTION SAFETYAND PHASING PLAN (CSPP).4. BARRICADE SYMBOLS SHOWN ON PLAN DOES NOT INDICATE THE QUANTITY OFBARRICADES REQUIRED. CONTRACTOR SHALL MAKE HIS/HER OWNDETERMINATION OF NUMBER OF BARRICADES REQUIRED.WHITE NYLON REINFORCED VINYL,GROMMETED MATERIAL, SECURED TOGROUND WITH #4 REBAR @ 18" O.C.8' MINIMUM10'REFLECTIVE ORANGE ORWHITE STRIPES @ 45° SLANTRUNWAY CENTERLINEYELLOW CLOSED RUNWAYMARKER, WEIGHT MARKER WITHYELLOW WEIGHT TO PREVENTDISPLACEMENT4@10'
SPACES
4@10'
SPACES
RELOCATED DISTANCECLOSED PORTIONRUNWAY WIDTH
INSTALL FIXTURECOVERS, SEEDETAIL ON THISSHEET, TYPICAL INCLOSED AREANOTES:1. CONTRACTOR SHALL MAINTAIN THE FIXTURE COVERSIN ACCEPTABLE CONDITIONS AT ALL TIMES.2. WHEN NO LONGER REQUIRED, THE FIXTURE COVERSSHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.3. FIXTURE COVERS SHALL BE SECURED TO PREVENTMOVEMENT BY PROP WASH, JET BLAST, OR OTHERWIND CURRENTS.HIGH IMPACT, UV RESISTANTPOLYETHYLENE 10" x 96" x 10"ORANGE AND/OR WHITE INCOLORFLASHING RED CAUTION LIGHTSECURED TO BARRICADE#4 REBAR OR SIMILARAS APPROVED BY THEENGINEER (TYPICAL)UTILIZE BLACK 6"X12" CONCRETECYLINDER MOLD TURNED UPSIDEDOWN AND TIED TO FIXTURE BASE,OR OTHER MATERIALS ANDMETHOD APPROVED BY ENGINEER75'100'3' MIN.5' MAX.5' MAX.NOTES:1. CHEVRONS ARE YELLOW AND AT AN ANGLE OF 45DEGREES TO THE RUNWAY CENTERLINE.2. CHEVRON SPACING MAY BE DOUBLED IF LENGTHOF AREA EXCEEDS 1000 FEET.3. CHEVRONS SHALL BE VINYL, AVIATION YELLOW INACCORDANCE WITH FAA AC 150/5370-2E.4. CHEVRONS MUST BE CONFIGURED AND SECUREDTO PREVENT MOVEMENT BY PROP WASH, JETBLAST, OR OTHER WIND CURRENTS.LENGTH OF TEMPORARY RELOCATED THRESHOLD50'50'OUTBOARDMARKERSDASHED LINES SHOWNFOR CLARITY ONLYOUTBOARDMARKERSPAVEMENT EDGERUNWAY THRESHOLD IS AT OUTBOARD EDGEOF THRESHOLD BAR, TERMINATE CHEVRONSAT TEMPORARY THRESHOLD BARSEE NOTE 2LSCALE:NONE2OUTBOARD MARKERSCALE:NONE3L-861 MEDIUM INTENSITY THRESHOLD LIGHT WITHRED/GREEN LENSES AND ISOLATION TRANSFORMERSCALE:NONE1CLOSED RUNWAY MARKERSCALE:NONE5TEMPORARY RELOCATED THRESHOLDSCALE:NONE4TEMPORARY CHEVRONSSCALE:NONE6FIXTURE COVERSSCALE:NONE7LOW PROFILE AIRCRAFTBARRICADE (MOVEMENT AREAS)NOTES:1. UTILIZE L-861E FIXTURES UNLESS THE EXISTING RUNWAY UTILIZES L-86SE, IN WHICH CASE, THETEMPORARY RELOCATED THRESHOLD MUST ALSO USE L-861SE FIXTURES.2. SECURE CABLES IN CONDUIT AND TRANSFORMER NEAR LIGHT TO PAVEMENT TO PREVENT MOVEMENT.3. BURY CABLES AND TRANSFORMER IN EARTH AREAS.4. ALTERNATE TO TRENCHING, INSTALL CABLE IN RIGID STEEL CONDUIT, SECURED TO GROUND ANDBONDED TO GROUND RODS. INSTALL FLAGS AT 5' INTERVALS TO IDENTIFY LOCATION.5. CONTRACTOR MAY SUBMIT ALTERNATE STAKE-MOUNTED TEMPORARY THRESHOLD LIGHTS DETAIL;HOWEVER, IT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER.EXISTINGCABLEEXISTING RUNWAYLIGHT FIXTUREEXISTINGCABLETO OUTBOARD MARKERLEADING EDGE5'NEW L-824CCABLE WITHCOUNTERPOISEIN TRENCH (TYP)WHEN STOPWAYSARE REQUIRED,INSTALL NEW REDAND OBSCURELENSES FORTEMPORARYRUNWAY END ANDEDGE LIGHTS ASREQUIREDCONSTRUCTIONSAFETY ANDPHASING PLANDETAILS
1. WRITTEN CONSTRUCTION NOTIFICATION MUST BEGIVEN TO THE APPROPRIATE TCEQ REGIONAL OFFICENO LATER THAN 48 HOURS PRIOR TO COMMENCEMENTOF THE REGULATED ACTIVITY. INFORMATION MUSTINCLUDE THE DATE ON WHICH THE REGULATEDACTIVITY WILL COMMENCE, THE NAME OF THEAPPROVED PLAN FOR THE REGULATED ACTIVITY, ANDTHE NAME OF THE PRIME CONTRACTOR AND THE NAMEAND TELEPHONE NUMBER OF THE CONTACT PERSON.2. ALL CONTRACTORS CONDUCTING REGULATEDACTIVITIES ASSOCIATED WITH THIS PROJECT MUST BEPROVIDED WITH COMPLETE COPIES OF THE APPROVEDWATER POLLUTION ABATEMENT PLAN AND THE TCEQLETTER INDICATING THE SPECIFIC CONDITIONS OF ITSAPPROVAL. DURING THE COURSE OF THESEREGULATED ACTIVITIES, THE CONTRACTORS AREREQUIRED TO KEEP ON-SITE COPIES OF THEAPPROVED PLAN AND APPROVAL LETTER.3. IF ANY SENSITIVE FEATURE IS DISCOVERED DURINGCONSTRUCTION, ALL REGULATED ACTIVITIES NEAR THESENSITIVE FEATURE MUST BE SUSPENDEDIMMEDIATELY. THE APPROPRIATE TCEQ REGIONALOFFICE MUST BE IMMEDIATELY NOTIFIED OF ANYSENSITIVE FEATURES ENCOUNTERED DURINGCONSTRUCTION. THE REGULATED ACTIVITIES NEARTHE SENSITIVE FEATURE MAY NOT PROCEED UNTIL THETCEQ HAS REVIEWED AND APPROVED THE METHODSPROPOSED TO PROTECT THE SENSITIVE FEATURE ANDTHE EDWARDS AQUIFER FROM ANY POTENTIALLYADVERSE IMPACTS TO WATER QUALITY.4. NO TEMPORARY ABOVEGROUND HYDROCARBON ANDHAZARDOUS SUBSTANCE STORAGE TANK SYSTEM ISINSTALLED WITHIN 150 FEET OF A DOMESTIC,INDUSTRIAL, IRRIGATION, OR PUBLIC WATER SUPPLYWELL, OR OTHER SENSITIVE FEATURE.5. PRIOR TO COMMENCEMENT OF CONSTRUCTION, ALLTEMPORARY EROSION AND SEDIMENTATION (E&S)CONTROL MEASURES MUST BE PROPERLY SELECTED,INSTALLED, AND MAINTAINED IN ACCORDANCE WITHTHE MANUFACTURERS SPECIFICATIONS AND GOODENGINEERING PRACTICES. CONTROLS SPECIFIED INTHE TEMPORARY STORM WATER SECTION OF THEAPPROVED EDWARDS AQUIFER PROTECTION PLAN AREREQUIRED DURING CONSTRUCTION. IF INSPECTIONSINDICATE A CONTROL HAS BEEN USEDINAPPROPRIATELY, OR INCORRECTLY, THE APPLICANTMUST REPLACE OR MODIFY THE CONTROL FOR SITESITUATIONS. THE CONTROLS MUST REMAIN IN PLACEUNTIL DISTURBED AREAS ARE REVEGETATED AND THEAREAS HAVE BECOME PERMANENTLY STABILIZED.6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE,OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BEREMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZEOFFSITE IMPACTS TO WATER QUALITY (E.G., FUGITIVESEDIMENT IN STREET BEING WASHED INTO SURFACESTREAMS OR SENSITIVE FEATURES BY THE NEXT RAIN).7. SEDIMENT MUST BE REMOVED FROM SEDIMENTTRAPS OR SEDIMENTATION PONDS NOT LATER THANWHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50%.A PERMANENT STAKE MUST BE PROVIDED THAT CANINDICATE WHEN THE SEDIMENT OCCUPIES 50% OF THEBASIN VOLUME.8. LITTER, CONSTRUCTION DEBRIS, ANDCONSTRUCTION CHEMICALS EXPOSED TOSTORMWATER SHALL BE PREVENTED FROM BECOMINGA POLLUTANT SOURCE FOR STORMWATERDISCHARGES (E.G., SCREENING OUTFALLS, PICKED UPDAILY).9. ALL SPOILS (EXCAVATED MATERIAL) GENERATEDFROM THE PROJECT SITE MUST BE STORED ON-SITEWITH PROPER E&S CONTROLS. FOR STORAGE ORDISPOSAL OF SPOILS AT ANOTHER SITE ON THEEDWARDS AQUIFER RECHARGE ZONE, THE OWNER OFTHE SITE MUST RECEIVE APPROVAL OF A WATERPOLLUTION ABATEMENT PLAN FOR THE PLACEMENT OFFILL MATERIAL OR MASS GRADING PRIOR TO THEPLACEMENT OF SPOILS AT THE OTHER SITE.10. STABILIZATION MEASURES SHALL BE INITIATED ASSOON AS PRACTICABLE IN PORTIONS OF THE SITEWHERE CONSTRUCTION ACTIVITIES HAVETEMPORARILY OR PERMANENTLY CEASED, BUT IN NOCASE MORE THAN 14 DAYS AFTER THE CONSTRUCTIONACTIVITY IN THAT PORTION OF THE SITE HASTEMPORARILY OR PERMANENTLY CEASED. WHERE THEINITIATION OF STABILIZATION MEASURES BY THE 14THDAY AFTER CONSTRUCTION ACTIVITY TEMPORARY ORPERMANENTLY CEASE IS PRECLUDED BY WEATHERCONDITIONS, STABILIZATION MEASURES SHALL BEINITIATED AS SOON AS PRACTICABLE. WHERECONSTRUCTION ACTIVITY ON A PORTION OF THE SITE ISTEMPORARILY CEASED, AND EARTH DISTURBINGACTIVITIES WILL BE RESUMED WITHIN 21 DAYS,TEMPORARY STABILIZATION MEASURES DO NOT HAVETO BE INITIATED ON THAT PORTION OF SITE. IN AREASEXPERIENCING DROUGHTS WHERE THE INITIATION OFSTABILIZATION MEASURES BY THE 14TH DAY AFTERCONSTRUCTION ACTIVITY HAS TEMPORARILY ORPERMANENTLY CEASED IS PRECLUDED BY SEASONALARID CONDITIONS, STABILIZATION MEASURES SHALL BEINITIATED AS SOON AS PRACTICABLE.11. THE FOLLOWING RECORDS SHALL BE MAINTAINEDAND MADE AVAILABLE TO THE TCEQ UPON REQUEST:THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR;THE DATES WHEN CONSTRUCTION ACTIVITIESTEMPORARILY OR PERMANENTLY CEASE ON A PORTIONOF THE SITE; AND THE DATES WHEN STABILIZATIONMEASURES ARE INITIATED.12. THE HOLDER OF ANY APPROVED EDWARD AQUIFERPROTECTION PLAN MUST NOTIFY THE APPROPRIATEREGIONAL OFFICE IN WRITING AND OBTAIN APPROVALFROM THE EXECUTIVE DIRECTOR PRIOR TO INITIATINGANY OF THE FOLLOWING:A. ANY PHYSICAL OR OPERATIONAL MODIFICATION OFANY WATER POLLUTION ABATEMENT STRUCTURE(S),INCLUDING BUT NOT LIMITED TO PONDS, DAMS, BERMS,SEWAGE TREATMENT PLANTS, AND DIVERSIONARYSTRUCTURES;B. ANY CHANGE IN THE NATURE OR CHARACTER OF THEREGULATED ACTIVITY FROM THAT WHICH WASORIGINALLY APPROVED OR A CHANGE WHICH WOULDSIGNIFICANTLY IMPACT THE ABILITY OF THE PLAN TOPREVENT POLLUTION OF THE EDWARDS AQUIFER;C. ANY DEVELOPMENT OF LAND PREVIOUSLYIDENTIFIED AS UNDEVELOPED IN THE ORIGINAL WATERPOLLUTION ABATEMENT PLAN.AUSTIN REGIONAL OFFICE2800 S. IH 35, SUITE 100AUSTIN, TEXAS 78704-5712PHONE (512) 339-2929FAX (512) 339-3795ADDITIONAL NOTES:TCEQ APPROVAL LETTER DATED DECEMBER 10, 2014THE APPROVAL EXPIRES TWO (2) YEARS FROM THEDATE OF THE LETTER UNLESS, PRIOR TO THEEXPIRATION DATE, MORE THAN 10 PERCENT OF THECONSTRUCTION HAS COMMENCED ON THE PROJECTOR AN EXTENSION OF TIME HAS BEEN REQUESTED.ID NO. 11-14093001,INVESTIGATION NO. 1197951REGULATED ENTITY NO. RN107740672TCEQ WATER POLLUTION ABATEMENT PLAN NOTES:10:1SIDE SLOPE ORFLATTER10:1SIDE
SLOPE
ORFLATTER1.9% MAXLONGITUDINALSLOPE0.33' ,MIN
DEPTHPARKING LOT SWALE DETAILSEE SHEET C-109 FOR PARKING LOT SITE LAYOUTAND GRADING DETAILSDITCH BOTTOMWIDTH 10' ORGREATER15' MINGEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
DRAFTING. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
File: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_NOTES.dwg Last Save: 2/23/2016 6:02 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:04 PM Plotter used: None
JGMGC-001TCEQ NOTES2-29-16
GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
DRAFTING. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
THIS DOCUMENT IS RELEASEDFOR THE PURPOSES OF INTERIMREVIEW UNDER THE AUTHORITY OFDALE P. MURPHY, P.E.90614FEBRUARY 12, 2016THIS DOCUMENT IS NOT INTENDEDFOR BIDDING, PERMITTING AND/ORCONSTRUCTION PURPOSES100% SUBMITTAL100% SUBMITTALTHIS DOCUMENT IS RELEASEDFOR THE PURPOSES OF INTERIMREVIEW UNDER THE AUTHORITY OFDALE P. MURPHY, P.E.90614 FEBRUARY 23, 2016THIS DOCUMENT IS NOT INTENDEDFOR BIDDING, PERMITTING AND/ORCONSTRUCTION PURPOSESFile: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_NOTES.dwg Last Save: 2/23/2016 6:02 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:04 PM Plotter used: None
JGMG2-29-162-29-16C-002EROSIONCONTROL PLANNOTES
SF
SFSFSFSFSFSFSFTSATSATSATSATSATSATSATSATSATSATSATSATSATSAOFAOFAOFAOFAOFAOFAOFAOFAOFAOFAOFAOFAOFARSARSARSARSARSARSARSARSARSARSARSARSASFTSA TSAOFAOFASFSFSFSFSFSFSFSFSFSFTSATSATSATSATSATSATSATSAOFAOFAOFAOFAOFAOFAOFARSARSARSARSARSARSAGEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
DRAFTING. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
THIS DOCUMENT IS RELEASEDFOR THE PURPOSES OF INTERIMREVIEW UNDER THE AUTHORITY OFDALE P. MURPHY, P.E.90614FEBRUARY 12, 2016THIS DOCUMENT IS NOT INTENDEDFOR BIDDING, PERMITTING AND/ORCONSTRUCTION PURPOSES100% SUBMITTAL100% SUBMITTALTHIS DOCUMENT IS RELEASEDFOR THE PURPOSES OF INTERIMREVIEW UNDER THE AUTHORITY OFDALE P. MURPHY, P.E.90614 FEBRUARY 23, 2016THIS DOCUMENT IS NOT INTENDEDFOR BIDDING, PERMITTING AND/ORCONSTRUCTION PURPOSESFile: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_SWPPP.dwg Last Save: 2/23/2016 6:02 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMG2-29-162-29-16(IN FEET)050'100'200'300' LEGENDNOTES:1.SEE G-004 FOR GENERAL NOTES.2.SEE SHEET C-002 FOR SWPPP NOTES AND C-501 & C-502 FORSWPPP DETAILS.3.ALL DISTURBED AREAS SHALL BE RESTORED WITH MINIMUM4-INCHES OF TOPSOIL & SEEDING, UNLESS OTHERWISE NOTED.4.ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TOCONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED.5.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USEWHATEVER MEANS NECESSARY TO CONTROL ALL SILT/SEDIMENTFROM LEAVING THE SITE, OR RUNNING ONTO PAVEMENT AREAS.6.INLET PROTECTION CONSISTS OF EROSION CONTROL LOGINSTALLED PER THE DETAILS.KEY MAPSWPPPLAYOUT ISILT FENCEROCK BERMINLET PROTECTIONFLOW ARROWSEXISTING CONTOUREXISTING EDGE OF PAVEMENTPROPOSED EDGE OF PAVEMENTPROPOSED CULVERTSFRBR/W 18/36INLETPROTECTIONINLETPROTECTIONINLETPROTECTIONINLETPROTECTIONSILT FENCETREE PROTECTION20 LF ROCK BERMSILT FENCEINLETPROTECTIONINLETPROTECTIONINLETPROTECTIONSFSFSFSF (IN FEET)0125'250'500'750' CONSTRUCTIONENTRANCESEE SHT G-103 FOR ACCESSGATE AND HAUL ROADLOCATIONAIRPORT RD.CONSTRUCTIONENTRANCE INSETTAXIWAY A1C-101
RB TSATSARSARS
ARSARSARSARS
A
RSARS
AOFAOFAOFA
OFAOFAOFAOFAOFAOFAOFAOFAOFAOF
AOFAOFAOFA
OF
A
OFAOF
A
OFARSARSARSARSARSARSARSARSARSARSARSARSAGEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
DRAFTING. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
THIS DOCUMENT IS RELEASEDFOR THE PURPOSES OF INTERIMREVIEW UNDER THE AUTHORITY OFDALE P. MURPHY, P.E.90614FEBRUARY 12, 2016THIS DOCUMENT IS NOT INTENDEDFOR BIDDING, PERMITTING AND/ORCONSTRUCTION PURPOSES100% SUBMITTAL100% SUBMITTALTHIS DOCUMENT IS RELEASEDFOR THE PURPOSES OF INTERIMREVIEW UNDER THE AUTHORITY OFDALE P. MURPHY, P.E.90614 FEBRUARY 23, 2016THIS DOCUMENT IS NOT INTENDEDFOR BIDDING, PERMITTING AND/ORCONSTRUCTION PURPOSESFile: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_SWPPP.dwg Last Save: 2/23/2016 6:02 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMG2-29-162-29-16(IN FEET)050'100'200'300' LEGENDKEY MAPSWPPPLAYOUT IIINLETPROTECTIONINLETPROTECTIONPROPOSED 54" RCP100 LF ROCK BERMTO REMAININDEFINITELYR/W 18/36R/W
1
1
/
2
9
NOTES:1.SEE G-004 FOR GENERAL NOTES.2.SEE SHEET C-002 FOR SWPPP NOTES AND C-501 & C-502 FORSWPPP DETAILS.3.ALL DISTURBED AREAS SHALL BE RESTORED WITH MINIMUM4-INCHES OF TOPSOIL & SEEDING, UNLESS OTHERWISE NOTED.4.ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TOCONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED.5.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO USEWHATEVER MEANS NECESSARY TO CONTROL ALL SILT/SEDIMENTFROM LEAVING THE SITE, OR RUNNING ONTO PAVEMENT AREAS.6.INLET PROTECTION CONSISTS OF EROSION CONTROL LOGINSTALLED PER THE DETAILS.SILT FENCEROCK BERMINLET PROTECTIONFLOW ARROWSEXISTING CONTOUREXISTING EDGE OF PAVEMENTPROPOSED EDGE OF PAVEMENTPROPOSED CULVERTSFRBSFSFSFSF SFSFC-102
110+00111+00112+00113+00114+00115+00116+00117+00110+00111+00112+00113+00114+00115+00116+00117+008+00309+00310+00311+00312+00313+00314+00315+00316+00317+00RSARSARSARSARSARSARSA4322 SY OFPAVEMENTDEMOLITIONBASELINE 1111+00.8961.19 LT.BASELINE 1113+11.6860.61 LT.BASELINE 1113+07.8376.17 LT.BASELINE 1112+07.7176.06 LT.BASELINE 1111+22.92289.71 LT.BASELINE 1112+50.40250.73 LT.BASELINE 1112+16.91234.64 LT.BASELINE 1112+06.02217.37 LT.BASELINE 1112+00.10186.80 LT.BASELINE 1113+76.09253.19 LT.BASELINE 1113+76.33324.95 LT.GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C103-DM.dwg Last Save: 2/24/2016 9:19 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:48 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGRSKC-103LEGENDDEMOLISH EXISTING PAVEMENTNOTES:1. SEE SHEET G-004 FOR GENERAL NOTES.2.SAWCUT OF PAVEMENT TO BE DEMOLISHED SHALL BE LAID OUT ANDAPPROVED BY THE ENGINEER PRIOR TO PERFORMING WORK.3. PAVEMENT SHALL BE SAWCUT TO PROVIDE CLEAN, VERTICAL FACE.4.UNLESS NOTIFIED OTHERWISE BY THE AIRPORT OWNER, THEREMOVED PAVEMENT AND MATERIALS SHALL BECOME THEPROPERTY OF THE CONTRACTOR AND SHALL BE HAULED OFF THEAIRPORT PROPERTY. SEE P-101.5. FOR PAVEMENT REMOVAL AT FUEL FARM, SEE FUEL FARM DEMOSHEET AND SS-280.(IN FEET)015' 30' 60' 90'DEMOLITIONPLAN IKEY MAPTAXIWAY A1EXISTING RUNWAY EDGE LIGHTS TO REMAINEXISTING REILSTO REMAIN.RUNWAY 18/36DEMOLISH EXISTING PAVEMENTPROPOSED PAVEMENTEXISTING CONTOURSRSARUNWAY SAFETY AREA754
129+00130+00131+00132+00133+00134+00135+00136+00137+00138+00139+00140+0029+00130+00131+00132+00133+00134+00135+00136+00137+00138+00139+00140+0019+00330+00331+00332+00333+00334+00335+00336+00337+00338+00339+00340+00 34RSARSARSARSARSARSARSA2377 SY OF PAVEMENT DEMOLITIONDEMOLISH EXISTING STRUCTURES.SEE FUEL FARM DEMOLITION PLAN.SEE SS-280.BASELINE 1132+90.76377.54 LT.BASELINE 1134+20.41354.02 LT.BASELINE 1134+52.91331.76 LT.BASELINE 1134+61.71316.36 LT.BASELINE 1134+60.89249.88 LT.BASELINE 1135+11.51250.17 LT.BASELINE 1135+12.33312.36 LT.BASELINE 1135+27.57340.69 LT.BASELINE 1137+52.30398.93 LT.BASELINE 1133+60.06395.14 LT.BASELINE 1134+60.16400.03 LT.TAXIWAY JEXISTING TIEDOWNSGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C103-DM.dwg Last Save: 2/24/2016 9:19 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:48 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGRSKC-104DEMOLITIONPLAN IIKEY MAP020' 40' 80' 120'(IN FEET)NOTES:1. SEE SHEET G-004 FOR GENERAL NOTES.2.SAWCUT OF PAVEMENT TO BE DEMOLISHED SHALL BE LAID OUT ANDAPPROVED BY THE ENGINEER PRIOR TO PERFORMING WORK.3. PAVEMENT SHALL BE SAWCUT TO PROVIDE CLEAN, VERTICAL FACE.4.UNLESS NOTIFIED OTHERWISE BY THE AIRPORT OWNER, THEREMOVED PAVEMENT AND MATERIALS SHALL BECOME THEPROPERTY OF THE CONTRACTOR AND SHALL BE HAULED OFF THEAIRPORT PROPERTY. SEE P-101.5. FOR PAVEMENT REMOVAL AT FUEL FARM, SEE FUEL FARM DEMOSHEET AND SS-280.TERMINAL APRONRUNWAY 18/36LEGENDDEMOLISH EXISTING PAVEMENTDEMOLISH EXISTING PAVEMENTPROPOSED PAVEMENTEXISTING CONTOURSRSARUNWAY SAFETY AREA754SEE C-105
BASELINE 1 STA 129+03.26626.33 LT.BASELINE 1 STA 129+03.77625.24 LT.BASELINE 1 STA 129+19.90624.96 LT.BASELINE 1 STA 129+42.44620.46 LT.BASELINE 1 STA 129+56.10615.33 LT.BASELINE 1 STA 129+81.08601.79 LT.BASELINE 1 STA 129+96.17591.79 LT.BASELINE 1 STA 130+09.57581.43 LT.BASELINE 1 STA 130+10.77582.20 LT.BASELINE 1 STA 129+71.50620.17 LT.BASELINE 1 STA 129+56.01630.64 LT.BASELINE 1 STA 129+52.33632.05 LT.92 SY OF PAVEMENT DEMOLITIONGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: L:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C103-DM.dwg Last Save: 2/24/2016 11:03 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S.Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:28 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGRSKC-105DEMOLITIONPLAN IIIKEY MAP(IN FEET)0 5' 30'20'10'NOTES:1. SEE SHEET G-004 FOR GENERAL NOTES.2. SAWCUT OF PAVEMENT TO BE DEMOLISHED SHALL BE LAID OUT ANDAPPROVED BY THE ENGINEER PRIOR TO PERFORMING WORK.3. PAVEMENT SHALL BE SAWCUT TO PROVIDE CLEAN, VERTICAL FACE.4. UNLESS NOTIFIED OTHERWISE BY THE AIRPORT OWNER, THEREMOVED PAVEMENT AND MATERIALS SHALL BECOME THEPROPERTY OF THE CONTRACTOR AND SHALL BE HAULED OFF THEAIRPORT PROPERTY. SEE P-101.5. FOR PAVEMENT REMOVAL AT FUEL FARM, SEE FUEL FARM DEMOSHEET AND SS-280.6. DEMOLITION OF PORTABLE BUILDING SHALL BE MEASURED AND PAIDFOR PER SS-120. THE CITY OF GEORGETOWN SHALL ACQUIRE THEASBESTOS SURVEY. THE CONTRACTOR SHALL OBTAIN THE CITY OFGEORGETOWN DEMOLITION PERMIT.TERMINAL APRONLEGENDDEMOLISH EXISTING PAVEMENTDEMOLISH EXISTING PAVEMENTPROPOSED PAVEMENTEXISTING CONTOURSRSARUNWAY SAFETY AREA754TAXIWAY A1(IN FEET)020' 40' 60'10'TERMINAL DRIVEPORTABLE BUILDINGTO BE DEMOLISHEDSEE NOTE 6.AIR TRAFFICCONTROL TOWER
300.00'TAXIWAY A150' (TYP.)SAWCUT CLEAN, VERTICALFACE ON EXISTING PAVEMENT.SEE DEMOLITION PLANS.TAXIWAY ARUNWAY 18/36TAXIWAY AR98.00'BASELINE A BASELINE A STA 321+22.57174.88 LT.BASELINE A STA 321+75.22178.91 LT.BASELINE A STA 321+70.4130.00 LT.BASELINE A STA 320+70.4125.00 LT.BASELINE A STA 309+11.9025.00 LT.BASELINE A STA 309+11.9047.32 RT.BASELINE A STA 309+81.1630.00 RT.BASELINE A STA 310+21.1630.00 RT.BASELINE A STA 311+38.2845.86 RT.BASELINE A STA 311+94.9145.13 RT.STA 311+98.4125.00 LT.BASELINE A STA 313+94.4130.00 RT.BASELINE A STA 314+94.4125.00 RT.BASELINE B STA 602+50.0050.00 LT.BASELINE B STA 602+50.0050.00 RT.BASELINE B STA 601+70.0030.00 RT.BASELINE B STA 601+30.0030.00 RT.BASELINE B STA 601+70.0030.00 LT.BASELINE B STA 601+30.0030.00 LT.BASELINE B STA 600+60.7447.32 LT.BASELINE B STA 600+60.6347.34 RT.BASELINE A STA 309+11.90BEGIN CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 784.92+ MATCH EXISTINGBASELINE B STA 600+60.67BEGIN CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 783.27+ MATCH EXISTINGBASELINE A STA 310+78.1673.00 RT.BASELINE B STA 602+50.00END CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 780.96110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00121+00122+309+00310+00311+00312+00313+00314+00315+00316+00317+00318+00319+00320+00321+00322+600+00601+00602+00603+00RSARSARSARSARSARSARSAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C106-SP.dwg Last Save: 2/24/2016 8:52 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:49 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-106(IN FEET)025' 50' 100' 150'NEW PAVEMENTNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SAWCUT OF EXISTING PAVEMENT FOR TIE-INTO NEW PAVEMENT SHALL NOT BE MEASUREDFOR SEPARATE PAYMENT BUT CONSIDEREDSUBSIDIARY TO P-401.LEGENDSITE LAYOUTPLAN IKEY MAPMATCHLINESEE SHEET C-107EXISTING CONTOURS754RSARUNWAY SAFETY AREA2.00'
SAWCUT CLEAN, VERTICALFACE ON EXISTING PAVEMENTSAWCUT CLEAN, VERTICALFACE ON EXISTING PAVEMENTTAXIWAY CRUNWAY 18/36TAXIWAY ATERMINAL APRONPROPOSED AVGASDISPENSERS. SEEFUEL FARM DRAWINGS.PROPOSED FUELFARM. SEE FUELFARM DRAWINGS.TAXIWAY A1BASELINE A STA 322+65.46112.63 LT.BASELINE A STA 324+30.4130.00 LT.BASELINE A STA 325+30.4125.00 LT.BASELINE A STA 325+10.4125.00 RT.BASELINE A STA 326+10.4130.00 RT.BASELINE A STA 329+41.68265.52 LT.BASELINE A STA 329+41.68100.00 LT.BASELINE A STA 330+00.4125.00 LT.BASELINE A STA 328+70.4130.00 RT.BASELINE A STA 329+70.4125.00 RT.BASELINE A STA 334+60.4125.00 LT.BASELINE A STA 333+60.4130.00 LT.BASELINE A STA 332+56.0725.00 RT.BASELINE A STA 333+56.0730.00 RT.BASELINE CSTA 401+69.7848.69 LT.BASELINE CSTA 402+11.63132.74 RT.BASELINE CSTA 401+79.9051.22 RT.BASELINE CSTA 401+12.5234.37 RT.BASELINE CSTA 402+23.70199.52 RT.BASELINE CSTA 400+50.0050.00 LT.BASELINE CSTA 400+50.0050.00 RT.BASELINE DSTA 502+50.0050.00 LT.BASELINE DSTA 501+70.0030.00 LT.BASELINE DSTA 501+30.0030.00 LT.BASELINE DSTA 500+60.3547.41 LT.BASELINE DSTA 500+60.3847.41 RT.BASELINE DSTA 501+30.0030.00 RT.BASELINE DSTA 501+70.0030.00 RT.BASELINE DSTA 502+50.0050.00 RT.BASELINE JSTA 801+13.8127.19 LT.BASELINE JSTA 801+14.0927.20 RT.BASELINE JSTA 801+70.0030.00 RT.BASELINE JSTA 802+50.0050.00 LT.BASELINE JSTA 801+70.0030.00 LT.BASELINE JSTA 802+50.0050.00 RT.BASELINE A STA 336+16.0730.00 RT.BASELINE ESTA 700+50.0050.00 RT.BASELINE ESTA 701+00.0050.00 LT.BASELINE ESTA 700+75.0043.75 LT.BASELINE ESTA 700+50.0050.00 LT.BASELINE ESTA 700+75.0050.00 RT.BASELINE ESTA 700+62.5046.87 RT.BASELINE A STA 329+03.26326.33 LT.BASELINE A STA 330+10.78282.20 LT.BASELINE A STA 331+99.76360.91 LT.BASELINE A STA 332+63.02380.04 LT.BASELINE A STA 334+45.29277.28 LT.BASELINE A STA 334+45.56281.28 LT.BASELINE A STA 334+73.23300.07 LT.R521.00'R35.00'BASELINE A STA 332+97.34373.15 LT.BASELINE C STA 402+00.00END CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 766.72+ MATCH EXISTINGBASELINE E STA 700+95.73END CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 760.09+ MATCH EXISTINGBASELINE ESTA 700+50.00BEGIN CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 760.36BASELINE D STA 500+60.06BEGIN CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 765.81+ MATCH EXISTINGBASELINE C STA 400+50.00BEGIN CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 766.57 BASELINE ESTA 700+77.4859.93 RT.BASELINE A STA 331+00.4130.00 LT.+00123+00124+00125+00126+00127+00128+00129+00130+00131+00132+00133+00134+00135+00136+00+00323+00324+00325+00326+00327+00328+00329+00330+00331+00332+00333+00334+00335+00336+00800+00801+00802+00803+00700+00701+00500+00501+00502+00503+00400+00401+00402+00RSARSARSARSARSARSAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C106-SP.dwg Last Save: 2/24/2016 8:52 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:49 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-107MATCHLINESEE SHEET C-106MATCHLINESEE SHEET C-108300.00'(IN FEET)025' 50' 100' 150'NEW PAVEMENTNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SAWCUT OF EXISTING PAVEMENT FOR TIE-INTO NEW PAVEMENT SHALL NOT BE MEASUREDFOR SEPARATE PAYMENT BUT CONSIDEREDSUBSIDIARY TO P-401.LEGENDKEY MAPEXISTING CONTOURS754RSARUNWAY SAFETY AREASITE LAYOUTPLAN II2.00'
RUNWAY 18/36TAXIWAY ATAXIWAY LTERMINAL APRON2.00'BASELINE A STA 338+30.1430.00 LT.BASELINE A STA 338+30.1495.00 LT.BASELINE A STA 343+11.88255.74 LT.BASELINE A STA 342+48.95270.63 LT.BASELINE A STA 341+83.71223.87 LT.BASELINE A STA 341+34.05230.21 LT.BASELINE A STA 340+69.07227.98 LT.BASELINE A STA 340+28.19177.43 LT.BASELINE A STA 339+95.21101.12 LT.BASELINE A STA 337+52.7698.87 LT.BASELINE FSTA 900+75.0050.00 LT.BASELINE FSTA 900+62.5046.88 LT.BASELINE FSTA 900+50.0050.00 LT.BASELINE A STA 337+30.1425.00 LT.BASELINE A STA 337+16.0725.00 RT.300.00'R25.00'BASELINE A STA 341+64.10336.10 LT.BASELINE F STA 900+75.00END CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 759.51 BASELINE F STA 900+50.00BEGIN CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 759.78 BASELINE A STA 339+95.21END CONSTRUCTION OF TAXIWAY TYPICAL SECTIONELEV = 760.53137+00138+00139+00140+00141+00142+00143+00144+00145+00146+00147+00148+00149+00150+00 15337+00338+00339+00340+00341+00342+00343+12343+12900+00901+00RSARS
A
RSARS
A
RS
ARSARS
ARSA
RSARSARSARSARSARSARSABASELINE A STA 341+62.87443.26 LT.GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C106-SP.dwg Last Save: 2/24/2016 8:52 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:49 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-108SITE LAYOUTPLAN IIISEE INSERT THIS SHEETINSERTMATCHLINEMATCHLINEMATCHLINESEE SHEET C-107(IN FEET)025' 50' 100' 150'NEW PAVEMENTNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SAWCUT OF EXISTING PAVEMENT FOR TIE-INTO NEW PAVEMENT SHALL NOT BE MEASUREDFOR SEPARATE PAYMENT BUT CONSIDEREDSUBSIDIARY TO P-401.LEGENDKEY MAPEXISTING CONTOURS754RSARUNWAY SAFETY AREA2.00'
R1.50'(TYP.)R2.00'R2.00'GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C109-SP parking lot.dwg Last Save: 2/24/2016 8:55 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:49 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-109(IN FEET)0 5' 30'20'10'NEW CONCRETESIDEWALKNEW CONCRETERIBBON CURBNOTES:1. SEE G-004 FOR GENERAL NOTES.2. PLACE 4-FT WIDE SOD AROUND PERIMETER OF SIDEWALK AND RIBBON CURB.3. ASPHALT PAVEMENT SHALL HAVE A MINIMUM SLOPE OF 1.0%.4. RIBBON CURB SHALL BE FLUSH WITH ASPHALT SURFACE COURSE AND SIDEWALK SHALL BE 6" THICK.CONTRACTION JOINTS SHALL BE PROVIDED AT 10-FT INTERVALS MAXIMUM. LAYOUT OF JOINTS REQUIREAPPROVAL OF ENGINEER.5. ALL SITE GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE AND PREVENTSTANDING WATER.6. EXPANSION JOINTS SHALL BE CONSTRUCTED WHERE PROPOSED CONSTRUCTION ABUTS EXISTINGPAVEMENT OR SIDEWALK. THE EXPANSION JOINT MATERIAL SHALL CONFORM TO CITY OF GEORGETOWNTRANSPORTATION DETAILS. EXPANSION JOINT MATERIAL WILL NOT BE MEASURED AND PAID FORSEPARATE PAYMENT, BUT SHALL BE CONSIDERED SUBSIDIARY TO SIDEWALK CONSTRUCTION.7. WORK FOR THE RELOCATION OF THE SANITARY SEWER CLEANOUT SHALL BE CONSIDERED SUBSIDIARYTO SS-160.8. SIDEWALK CONTRACTION JOINTS SHALL BE PLACED EVERY 5-FT OF SIDEWALK, UNLESS OTHERWISEAPPROVED BY THE ENGINEER. LAYOUT OF CONTRACTION JOINTS REQUIRE APPROVAL OF ENGINEER.9. CONTRACTOR SHALL PROTECT TREE PER CITY OF GEORGETOWN DETAIL EC09.10. VEGETATIVE ISLANDS SHALL BE GRADED AT NOT LESS THAN 0.5% IN ALL DIRECTIONS SUCH THAT THELIGHT POST IS THE HIGHEST ELEVATION GRADED DOWN TO PAVEMENT.11.INSPECTION BY TDLR TO BE PERFORMED DURING CONSTRUCTION. COORDINATION FOR THIS TO BEPERFORMED BY THE ENGINEER.LEGENDSITE LAYOUT -PARKING LOTKEY MAP4'4'N: 10222152.58E: 3132390.26RELOCATE S.S. CLEANOUT TONEW LOCATION 5' BEYOND BACKOF PROPOSED IMPROVEMENT.CUT PVC @ 5' PASTSIDEWALK EDGE ANDREGRADE ISLAND TO DRAIN.NEW PAVEMENTNEW SODEXISTING AIRTRAFFIC CONTROLTOWER.91.4'4"N: 1022220.64E: 3132356.65ELEV.: 756.59N: 10222218.83E: 3132357.51N: 10222214.44E: 3132354.63ELEV.: 756.64N: 10222215.39E: 3132356.39N: 10222156.93E: 3132385.62ELEV.: 757.286 SPACES @ 9' WIDE = 54'11'11'19'
18.5'23'18.5'N: 10222208.44E: 3132331.00ELEV.: 756.62N:10222206.69E: 3132331.96N: 10222197.06E: 3132342.39ELEV.: 757.44N: 10222206.72E: 3132337.08ELEV.: 756.87N: 10222091.48E: 3132261.86N: 1022089.93E: 3132269.27N: 10222078.30E: 3132311.72N: 10222081.11E: 3132314.58N: 10222087.76E: 3132303.81N: 10222090.07E: 3132307.10N: 10222128.44E: 3132337.98ELEV.: 757.88N: 10222123.63E: 3132329.23ELEV.: 757.922'2'6'19' (TYP.)N: 10222103.68E: 3132288.83ELEV.: 758.33N: 10222100.97E: 3132288.04TOP OF SIDEWALK 758.87N: 10222097.94E: 3132290.85N: 10222102.98E: 3132300.00N: 10222101.05E: 3132296.50N: 10222179.26E: 3132310.03ELEV.: 757.87N: 10222174.43E: 3132301.25ELEV.: 757.962'6'5 SPACES @ 9' WIDE = 45'3 SPACES @ 9' WIDE = 27'2'N: 10222152.75E: 3132261.89ELEV.: 758.36N: 10222153.54E: 3132259.12TOP OF SIDEWALK 758.88'N: 10222098.11E: 3132306.08I.E.: 757.00N: 10222092.83E: 3132297.61I.E.: 756.90INSTALL 10 LF OF12" PVC PIPE AT 1.0%GRADE TO DRAIN16.5'16.5'UTILITY POLE TO BE RELOCATED. SEE ELECTRICALSHEETS FOR MORE INFORMATION CONTRACTOR TO ADJUST BASE ELEVATION FOR THE WATER METER, GATE VALVE,AND FIRE HYDRANT IN THIS LOCATION. PROPOSED GRADE IS SET FOR FUTUREPARKING DEVELOPMENT TO BE COMPLETED BY THE CITY. SEE SS-160.TERMINAL DRIVEEXISTINGPARKINGLOTPORTABLE BUILDINGCONTRACTOR TO PROTECT TREEDURING CONSTRUCTION. SEE CITYOF GEORGETOWN DETAIL EC09 N: 10222113.64E: 3132272.70ELEV.: 758.20N: 10222133.01E: 3132264.33ELEV.: 758.25OUTER R= 4.5'INNER R = 2.5'OUTER R = 4.5'INNER R = 2.5'INSTALLHANDICAPRAMP PERDETAILCONSTRUCT PARKING LOT TYPICAL SECTIONEXISTING S.S. CLEANOUTEXISTING CONTOUR754N: 10222131.90E: 3132283.32ELEV = 758.0N: 10222154.65E: 3132325.66ELEV = 757.5N: 10222177.72E: 3132368.79ELEV = 7579.00'14.00'N 10222157.04 FTE 3132257.19 FTTOP OF SIDEWALK 758.62'N 10222197.85 FTE 3132339.68 FTTOP OF SIDEWALK 757.96'N 10222201.36 FTE 3132337.75 FTTOP OF SIDEWALK 757.70' N: 10222156.14E: 3132388.33TOP OF SIDEWALK 757.78CONSTRUCT SWALE. SEE DETAIL SHEET C-001.SEE SHEET C-105 FOR DEMOLITIONOF PORTABLE BUILDING.
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OFA OFAOFA OFAOFAOFAOFAOFAOFA OFAAPPROXIMATE LOCATIONOF EXISTING FIRE HYDRANTTO BE RELOCATEDRELOCATE FIRE HYDRANTOUTSIDE ALL TAXIWAYOBJECT FREE AREASAPPROXIMATE LOCATIONOF EXISTING FIRE HYDRANTTO REMAINAPPROXIMATE LOCATIONOF EXISTING WATER LINES39.50'INSTALL 30LF OFNEW WATER LINEW39.50'WWWFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C110-FH fire hydrant relocation.dwg Last Save: 2/24/2016 8:56 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:50 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-110(IN FEET)015' 30' 60' 90'PROPOSED UNDERGROUND WATERLINETAXIWAY OBJECT FREE AREANOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE MISCELLANEOUS DETAILS SHEET C-518 FOR WATER LINE AND HYDRANT DETAILS.3. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING WATER LINES BEFORE COMMENCING CONSTRUCTION.4. A WET TAP WILL NOT BE REQUIRED BY THE CONTRACTOR.LEGENDFIRE HYDRANTRELOCATIONKEY MAPGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016WxOFATAXIWAY CENTERLINEEXISTING UNDERGROUND WATERLINEW
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RSA GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C111-LP TREE REMOVAL.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:51 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-112(IN FEET)050' 100' 200' 300'LIMITS OF TREE CLEARINGNOTES:1. SEE G-004 FOR GENERAL NOTES.2. LIMITS OF TREE CLEARING AND STUMP GRINDING ARE APPROXIMATE. CONTRACTOR SHALL PERFORM WORKAS DIRECTED BY THE ENGINEER.3. LIMITS OF TREE CLEARING OFF RWY 29 END WILL CORRESPOND TO FENCING INSTALLATION.4. PERMANENT STRUCTURES ON THE NEW PROPERTY SHALL BE REMOVED BY THE CONTRACTOR. WORK TOREMOVE SHED SHALL BE CONSIDERED SUBSIDIARY TO ITEM SS-120. SHED REMOVAL AND DISPOSAL SHALLINCLUDE THE SHED AND ANY FOUNDATION ASSOCIATED WITH IT. NO KNOWN UTILITIES ARE CONNECTED TOTHE SHED; HOWEVER, BEFORE DEMOLITION IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITIES.CONTRACTOR SHALL COORDINATE WITH THE FORMER PROPERTY OWNER TO GET NON-PERMANENT ITEMSREMOVED FROM THE TREE CLEARING AREAS. ITEMS MAY INCLUDE, BUT ARE NOT LIMITED TO, TRAILERS,RECREATIONAL VEHICLES, VEHICLES, ETC.5. CONTRACTOR SHALL STAKE LIMITS OF TREE CLEARING/STUMP GRINDING PRIOR TO COMMENCING WORK.APPROVAL OF ENGINEER MUSH BE OBTAINED BEFORE WORK BEGINS. STAKING LIMITS OF WORK SHALL BECONSIDERED SUBSIDIARY TO ITEM SS-151.LEGENDTREE REMOVAL& STUMPGRINDING PLANIIKEY MAPCLEAR TREESCLEAR TREES.EXISTING SHED TO BE REMOVED.SEE NOTE 4, THIS SHEET.RSARUNWAY SAFETY AREA
309+00310+00311+00312+00313+00314+00315+00316+00317+00318+00319+00320+00321+00322+00600+00601+00602+00603+00RSARSARSARSARSARSARSABASELINE ASTA.313+28.0371.50 RT.FL = 776.72'BASELINE ASTA.310+69.1574.46 RT.FL = 777.4'TAXIWAY ATAXIWAY A1GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C112-DP.dwg Last Save: 2/24/2016 8:59 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:51 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-113(IN FEET)025' 50' 100' 150'NOTES:1. SEE G-004 FOR GENERAL NOTES.DRAINAGE PLANIKEY MAPINSTALL 128 LF OF12" RCP AT 0.5%INSTALL 8:1 SAFETYEND TREATMENTINSTALL 36" x 36" SINGLE GRATE INLET.TOP ELEV = 779.4'12" FL = 777.4'SEE DETAIL1SHEET C-508CULVERTINLET/JUNCTION BOXLEGENDRSARUNWAY SAFETY AREADITCH CENTERLINESDEXISTING STORMDRAINNEW PAVEMENTSAFETY END TREATMENTEXISTING CONTOURS754
323+00324+00325+00326+00327+00328+00329+00330+00331+00332+00333+00334+00335+00336+00800+00801+00802+00803+00700+00701+00500+00501+00502+00503+00400+00401+00402+00RSARSARSARSARSARSABASELINE ASTA.322+41.23111.95 LT.FL = 762.59'BASELINE ASTA.323+57.94112.28 LT.FL = 762.01'BASELINE ASTA.326+81.2175.38 RT.FL = 761.10'BASELINE ASTA.328+00.0075.49 RT.FL = 760.51'BASELINE ASTA.332+96.7762.50 LT.FL = 756.42'BASELINE ASTA.334+26.0574.32 RT.FL = 756.90'BASELINE ASTA.336+60.7143.13 RT.FL = 751.03BASELINE ASTA.336+59.8564.56 LT.FL = 752.33'BASELINE ASTA.335+49.8368.19 RT.FL = 756.34'TAXIWAY ATAXIWAY DTAXIWAY ETAXIWAY JRUNWAY 18/36GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C112-DP.dwg Last Save: 2/24/2016 8:59 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:51 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-114(IN FEET)025' 50' 100' 150'NOTES:1. SEE G-004 FOR GENERAL NOTES.2. CONTRACTOR SHALL DAYLIGHT EXISTING STORM DRAIN ATLIMITS OF PHASE I FOR ADEQUATE AIRFIELD DRAINAGE.EXISTING STORM DRAIN OPENING SHALL HAVE EROSIONCONTROL PROTECTION INSTALLED AT THE APPROVAL OFTHE ENGINEER. EROSION CONTROL MEASURES SHALL BECONSIDERED SUBSIDIARY TO ITEM P-156.DRAINAGE PLANIIKEY MAPINSTALL 124 LF OF 22.5" x 36.25"ELLIPTICAL RCP AT 0.5%REMOVE INLETREMOVE 920 LF OF RCPREMOVE INLETREMOVE 280 LF OF RCPINSTALL 117 LF OF 13.5" x 22"ELLIPTICAL RCP AT 0.5%INSTALL 119 LF OF 22.5" x 36.25"ELLIPTICAL RCP AT 0.5%INSTALL 8:1 SAFETYEND TREATMENTINSTALL 8:1 SAFETYEND TREATMENTINSTALL 8:1 SAFETYEND TREATMENTINSTALL 8:1 SAFETYEND TREATMENTINSTALL 127 LF OF 18" x 28.5"ELLIPTICAL RCP AT 0.5%INSTALLJUNCTION BOX24" FL (IN) = 751.0342" FL (OUT) = 751.01INSTALL 54" x 54SINGLE GRATE INLETTOP ELEV = 755.33'24" FL = 752.33'SEE DETAIL 1SHEET C-508INSTALL 107 LF OF24" RCP AT 1.2%STA 331+80.4APPROXIMATELIMITS OF PHASE ICONSTRUCTION.SEE NOTE 2THIS SHEET.CULVERTINLET/JUNCTION BOXLEGENDRSARUNWAY SAFETY AREADITCH CENTERLINESDEXISTING STORMDRAINNEW PAVEMENTSAFETY END TREATMENTEXISTING CONTOURS754
RSARSARSARSARSARSARSARSARSARSARSARSARSARSABASELINE A STA 329+41.68265.52 LT.TAXIWAY ATAXIWAY JTAXIWAY A1RUNWAY 18/36TAXIWAY JTAXIWAY ETAXIWAY DTAXIWAY CTERMINAL APRONFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C114-PV.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:52 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-115(IN FEET)050' 100' 200' 300'GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016PAVEMENTREHABILITATIONIKEY MAPLEGENDNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEAL COAT ON NEW ASPHALT PAVEMENTS SHALL BE PERFORMEDA MINIMUM OF 60 DAYS AFTER PLACEMENT OF NEW ASPHALT.3. SEE DETAIL 2 AND 3, C-515, FOR CRACK REPAIR.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING AND BASELINEREFERENCE.RSARUNWAY SAFETY AREAPHASE VE LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VD LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VC LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VB LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VA LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPCC APRONNEW PAVEMENTPHASE VH LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VG LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGS
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RSARSARSARSARSARSARSARSARSARSARSARSARSARSATAXIWAY ATAXIWAY JTAXIWAY FRUNWAY 11/29RUNWAY 18/36TAXIWAY JRUNWAY 11/29TAXIWAY LTAXIWAY MRUNWAY 18/36TAXIWAY LTAXIWAY GTAXIWAY FTERMINAL APRONFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C114-PV.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:52 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-116(IN FEET)050' 100' 200' 300'GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016PAVEMENTREHABILITATIONIIKEY MAPSEE SHEET C-117 FORREHABILITATION LIMITSSEE SHEET C-117 FORREHABILITATION LIMITSNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEAL COAT ON NEW ASPHALT PAVEMENTS SHALL BE PERFORMEDA MINIMUM OF 60 DAYS AFTER PLACEMENT OF NEW ASPHALT.3. SEE DETAIL 2 AND 3, C-515, FOR CRACK REPAIR.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING AND BASELINEREFERENCE.LEGENDRSARUNWAY SAFETY AREAPHASE VE LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VD LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VC LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VB LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VA LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPCC APRONNEW PAVEMENTPHASE VH LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VG LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGS
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RSARSARSARSARSARSARSARSARSARSARSARSARSARSABASELINE 1 STA 134+60.80200.00' RT.BASELINE 1 STA 134+36.07250.00 LT.TAXIWAY JRUNWAY 18/36TAXIWAY JRUNWAY 11/29File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C114-PV.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:52 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-117GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016PAVEMENTREHABILITATIONIII020' 40' 80' 120'(IN FEET)MATCHLINESEE SHEET C-118KEY MAPNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEAL COAT ON NEW ASPHALT PAVEMENTS SHALL BE PERFORMEDA MINIMUM OF 60 DAYS AFTER PLACEMENT OF NEW ASPHALT.3. SEE DETAIL 2 AND 3, C-515, FOR CRACK REPAIR.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING AND BASELINEREFERENCE.LEGENDRSARUNWAY SAFETY AREAPHASE VE LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VD LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VC LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VB LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VA LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPCC APRONNEW PAVEMENTPHASE VH LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VG LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGS
RSARSA RSABASELINE A STA 340+69.07227.98 LT.BASELINE A STA 341+39.73341.65 LT.BASELINE A STA 341+66.21450.02 LT.TAXIWAY ATAXIWAY FRUNWAY 11/29TAXIWAY LTAXIWAY FTAXIWAY ETERMINAL APRONFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C114-PV.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:52 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-118GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016PAVEMENTREHABILITATIONIV(IN FEET)025' 50' 100' 150'MATCHLINE SEESHEETC-119PCC REHABILITATIONSEE SHEET C-122MATCHLINE SEESHEET C-117KEY MAPNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEAL COAT ON NEW ASPHALT PAVEMENTS SHALL BE PERFORMEDA MINIMUM OF 60 DAYS AFTER PLACEMENT OF NEW ASPHALT.3. SEE DETAIL 2 AND 3, C-515, FOR CRACK REPAIR.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING AND BASELINEREFERENCE.LEGENDRSARUNWAY SAFETY AREAPHASE VE LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VD LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VC LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VB LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VA LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPCC APRONNEW PAVEMENTPHASE VH LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VG LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGS
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N: 10222105.92E: 3133175.63N: 10222185.64E: 3133336.07N: 10221123.40E: 3132810.59TAXIWAY MN: 10221107.74E: 3132668.80N: 10221096.76E: 3132647.14File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C114-PV.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:52 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-119(IN FEET)030' 60' 120' 180'GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016MATCHLINESEE SHEET C-118PAVEMENTREHABILITATIONVKEY MAPEXISTING TRENCH DRAINNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEAL COAT ON NEW ASPHALT PAVEMENTS SHALL BE PERFORMEDA MINIMUM OF 60 DAYS AFTER PLACEMENT OF NEW ASPHALT.3. SEE DETAIL 2 AND 3, C-515, FOR CRACK REPAIR.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING AND BASELINEREFERENCE.5. CONTRACTOR SHALL PROTECT EXISTING TRENCH DRAIN DURINGREHABILITATION PROCEDURES TO THE APPROVAL OF THEENGINEER.LEGENDRSARUNWAY SAFETY AREALIMITS OF CONSTRUCTION FOR ASPHALTSEAL COAT, CRACK CLEANING/SEALING,PAVEMENT MARKINGS PHASE VJPCC APRONNEW PAVEMENTLIMITS OF CONSTRUCTION FOR ASPHALTSEAL COAT, CRACK CLEANING/SEALING,PAVEMENT MARKINGS PHASE VH
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RSARSARSARSARSARSARSRSRSARSARSARSARSARSARUNWAY 11/29RUNWAY 18/36TAXIWAY LTAXIWAY GFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C114-PV.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:52 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-120GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016PAVEMENTREHABILITATIONVI(IN FEET)030' 60' 120' 180'KEY MAPNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEAL COAT ON NEW ASPHALT PAVEMENTS SHALL BE PERFORMEDA MINIMUM OF 60 DAYS AFTER PLACEMENT OF NEW ASPHALT.3. SEE DETAIL 2 AND 3, C-515, FOR CRACK REPAIR.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING AND BASELINEREFERENCE.LEGENDRSARUNWAY SAFETY AREAPHASE VE LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VD LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VC LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VB LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VA LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPCC APRONNEW PAVEMENTPHASE VH LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VG LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGS
RSARSARSARSARSARSARSARSARSARSARSARSARSA R SARSARSARSABASELINE 1 STA 134+60.80200.00 RT.TAXIWAY JRUNWAY 18/36 TAXIWAY JRUNWAY 11/29TAXIWAY JRUNWAY 11/29TAXIWTAXIWAY KFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C114-PV.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:53 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-121(IN FEET)050' 100' 200' 300'GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016PAVEMENTREHABILITATIONVIIKEY MAPNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEAL COAT ON NEW ASPHALT PAVEMENTS SHALL BE PERFORMEDA MINIMUM OF 60 DAYS AFTER PLACEMENT OF NEW ASPHALT.3. SEE DETAIL 2 AND 3, C-515, FOR CRACK REPAIR.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING AND BASELINEREFERENCE.LEGENDRSARUNWAY SAFETY AREAPHASE VE LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VD LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VC LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VB LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VA LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPCC APRONNEW PAVEMENTPHASE VH LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGSPHASE VG LIMITS OF CONSTRUCTION FORASPHALT SEAL COAT, CRACKCLEANING/SEALING, PAVEMENT MARKINGS
12345678910111213141516A B C D E F G H I J K L M N O P Q R S TGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C120-PV.dwg Last Save: 2/24/2016 9:05 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/24/2016 10:53 AM Plotter used: NoneRSKRSKC-122PAVEMENTREHABILITATIONVIII(IN FEET)020' 40' 60'10'PANEL REPLACEMENTLEGENDNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE DETAIL 1, SHEET C-515 FOR TABLE OF PCC REHABILITATION REQUIRED ON TERMINALAPRON.3. JOINT SEALANT FILLER FOR CONCRETE JOINTS AND CRACKS SHALL CONFORM TO ITEM P-605.4. CONCRETE FOR FULL DEPTH REPAIRS SHALL CONFORM TO ITEM P-501.5. LAYOUT OF NEW TIEDOWNS ON CONCRETE APRON SHALL BE COORDINATED WITH THEENGINEER. MINOR ADJUSTMENTS TO LOCATION OF PROPOSED TIEDOWN ANCHORS INRELATION TO THE EXISTING CONCRETE JOINTS MAY BE DETERMINED IN THE FIELD WITH THEENGINEER.6. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED. CONTINUOUS CLEAN UP, WETSANDBLAST OF JOINTS AND OTHER DUST CONTROL MEASURES SUGGESTED BY THECONTRACTOR AND APPROVED BY THE ENGINEER, ARE REQUIRED. THE ENGINEER RESERVESTHE RIGHT TO HALT WORK OR HAULING IN NON-CONFORMING AREAS, IF CORRECTIVE ACTIONSARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. NO SEPARATE PAY ITEMWILL BE PROVIDED FOR DUST CONTROL MEASURES.7. OVER CUT OF CONCRETE SAWING SHALL BE FILLED WITH EPOXY MATERIAL TO BE APPROVEDBY THE ENGINEER. MATERIAL FOR SAWCUT INSTALLATION SHALL BE CONSIDERED SUBSIDIARYTO P-501.KEY MAPFULL DEPTH PAVEMENT REPAIRSPALL REPAIR (PARTIAL DEPTH)POP-OUT REPAIRCRACK CLEAN & SEALNEW PAVEMENTNEW AVGASFUEL DISPENSER.SEE FUEL FARM DRAWINGS.TERMINAL BUILDINGTERMINAL APRON
RSARSARSARSARSARSAR60.
0
0'R60.00'R60.00'250.00'R60.00'
R227.51'25.00'BASELINE A STA 310+91.1660.00 RT.BASELINE A STA 313+54.42124.21 RT.BASELINE B STA 602+40.0060.00 RT.BASELINE CSTA 401+56.9460.00 LT.BASELINE CSTA 400+60.0060.00 LT.TAXIWAY ATAXIWAY A1GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C121-ML.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:53 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-123(IN FEET)025' 50' 100' 150'TAXIWAY CENTERLINE MARKINGNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE SHEET C-516 AND C-517 FOR PAVEMENT MARKING DETAILS.3. PAVEMENT MARKINGS ON NEW PAVEMENT, THE TERMINALAPRON, AND WHERE NOTED SHALL BE PERFORMED WITHIN THEBASE BID. ALL OTHER PAVEMENT MARKINGS SHALL BEPERFORMED WITHIN ADDITIVE ALTERNATE 3.4. EXISTING PAVEMENT MARKINGS ON PAVEMENT TO RECEIVE THESEAL COAT SHALL BE REMOVED PER THE DIRECTION OF THEENGINEER.5. SEE SITE LAYOUT DRAWINGS FOR STATIONING AND BASELINEREFERENCE.6. PAVEMENT MARKINGS SHALL BE CONSTRUCTED FOR EACHPHASE BEFORE OPENING PAVEMENT FOR AIRCRAFT.LEGENDPAVEMENTMARKING PLAN IKEY MAPTAXIWAY EDGE MARKINGMATCH LINESEE SHEET C-124CONSTRUCT HOLDLINE MARKINGCONSTRUCTNON-MOVEMENTLINE MARKINGCONSTRUCT 6" REFLECTIVECENTERLINE MARKINGNON-MOVEMENT AREA MARKINGNEW ASPHALT PAVEMENTHOLD POSITION MARKINGRSARUNWAY SAFETY AREACONSTRUCTNON-MOVEMENTLINE MARKING25.00'
(TYP)
RSARSARSARSARSARSARSAR60.00'R60.00'R60.00'R60.00'R60.00'R60.00'R60.00'R60.00'R60.00'R60.00'R60.00'R50.00'R60.
0
0'250.00'250.00'R51.06'R50.00'R50.00'R50.00'25.00'BASELINE A STA 332+62.87175.00 LT.BASELINE A STA 330+94.00274.27 LT.BASELINE A STA 332+00.68288.87 LT.BASELINE CSTA 401+72.1660.00 RT.BASELINE CSTA 400+60.0060.00 RT.BASELINE DSTA 502+40.0060.00 LT.BASELINE DSTA 502+40.0060.00 RT.BASELINE DSTA 500+64.0060.00 LT.BASELINE DSTA 500+64.0060.00 RT.BASELINE JSTA 802+40.0060.00 RT.BASELINE JSTA 802+40.0060.00 LT.BASELINE ESTA 700+60.0060.00 LT.BASELINE ESTA 700+65.0060.00 RT.BASELINE ESTA 700+60.0060.00 RT.TAXIWAY ATAXIWAY DTAXIWAY ETAXIWAY JTERMINALAPRONRUNWAY 18/36R50.00'R50.00'R50.00'25.00' (TYP)6.00' (TYP)25.00' (TYP)BASELINE A STA 329+47.68249.73 LT.BASELINE A STA 329+47.68125.73 LT.BASELINE A STA 332+15.76290.78 LT.BASELINE A STA 336+11.69175.01 LT.BASELINE A STA 337+15.10175.00 LT.INSTALL TIEDOWNANCHORS WITHOUTMARKINGS. SEE DETAIL1 AND 2, SHEET C-517SEE SHEET C-132FOR APRONTIEDOWN LAYOUTR50.00'BASELINE ASTA 336+04.80346.01 LT.25'20'25.00'
(TYP)BASELINE A STA 331+70.41114.56 LT.BASELINE A STA 335+94.26241.18 LT.BASELINE A STA 336+85.59287.06 LT.INSTALL TIEDOWNANCHORS WITHOUTMARKINGS. SEE DETAIL1 AND 2, SHEET C-517GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C121-ML.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:53 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-124PAVEMENTMARKING PLANIICONSTRUCT 6" YELLOW REFLECTIVECENTERLINE MARKINGKEY MAPCONSTRUCT 6"YELLOW REFLECTIVECENTERLINE MARKINGMATCH LINESEE SHEET C-123MATCH LINESEE SHEETC-125CONSTRUCT HOLD LINE MARKINGCONSTRUCTNON-MOVEMENTLINE MARKING(IN FEET)025' 50' 100' 150'CONSTRUCT 6" YELLOW REFLECTIVECENTERLINE MARKINGTAXIWAY CENTERLINE MARKINGLEGENDTAXIWAY EDGE MARKINGNON-MOVEMENT AREA MARKINGNEW ASPHALT PAVEMENTHOLD POSITION MARKINGRSARUNWAY SAFETY AREANEW TIEDOWN WITH ANCHORNEW TIEDOWN MARKING25.00'CONSTRUCTNON-MOVEMENTLINE MARKINGNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE SHEET C-516 AND C-517 FOR PAVEMENT MARKING DETAILS.3. PAVEMENT MARKINGS ON NEW PAVEMENT, THE TERMINALAPRON, AND WHERE NOTED SHALL BE PERFORMED WITHIN THEBASE BID. ALL OTHER PAVEMENT MARKINGS SHALL BEPERFORMED WITHIN ADDITIVE ALTERNATE 3.4. EXISTING PAVEMENT MARKINGS ON PAVEMENT TO RECEIVE THESEAL COAT SHALL BE REMOVED PER THE DIRECTION OF THEENGINEER.5. SEE SITE LAYOUT DRAWINGS FOR STATIONING AND BASELINEREFERENCE.6. PAVEMENT MARKINGS SHALL BE CONSTRUCTED FOR EACHPHASE BEFORE OPENING PAVEMENT FOR AIRCRAFT.
RSARS
A
RSARS
A
RS
ARSARS
ARSA
RSARSARSARSARSARSAR60.00'R60.00'R75.00'R60.00'R260.00'R50.00'R81.06'250.00'R75.00'R75.00'R75.00'
R53.32'R52.13'25.00'BASELINE A STA 340+86.52193.28 LT.BASELINE A STA 340+35.1491.58 LT.BASELINE A STA 339+21.92199.97 LT.BASELINE A STA 341+57.31332.71 LT.BASELINE A STA 340+10.82342.27 LT.BASELINE FSTA 900+65.0060.00 LT.BASELINE FSTA 900+60.0060.00 LT.BASELINE 1 STA 150+46.63289.62 LT.BASELINE 1 STA 149+28.89155.46 LT.BASELINE 1 STA 150+73.5057.06 LT.BASELINE 1 STA 151+78.1256.29 LT.BASELINE 1 STA 151+77.86350.80 LT.TAXIWAY ATAXIWAY LRUNWAY 18/36RUNWAY 11/29TAXIWAY G200.00'200.00'25.00'(TYP)GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C121-ML.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:54 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-125PAVEMENTMARKING PLANIIICONSTRUCT 6"YELLOW REFLECTIVECENTERLINE MARKINGKEY MAPMATCH LINESEE SHEET C-124MATCH LINESEE SHEET C-126REMOVE EXISTING HOLDMARKING AND CONSTRUCTNEW HOLD POSITION MARKINGAS PART OF THE BASE BIDREMOVE EXISTING HOLDMARKING AND CONSTRUCTNEW HOLD POSITION MARKINGAS PART OF THE BASE BIDCONSTRUCT HOLDPOSITION MARKINGMATCH LINESEE SHEET C-129(IN FEET)025' 50' 100' 150'CONSTRUCT6" YELLOW REFLECTIVECENTERLINE MARKINGCONSTRUCTNON-MOVEMENTLINE MARKINGCONSTRUCTNON-MOVEMENTLINE MARKINGTAXIWAY CENTERLINE MARKINGLEGENDTAXIWAY EDGE MARKINGNON-MOVEMENT AREA MARKINGNEW ASPHALT PAVEMENTRSARUNWAY SAFETY AREANEW TIEDOWN WITH ANCHORNEW TIEDOWN MARKINGNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE SHEET C-516 AND C-517 FOR PAVEMENT MARKING DETAILS.3. PAVEMENT MARKINGS ON NEW PAVEMENT, THE TERMINALAPRON, AND WHERE NOTED SHALL BE PERFORMED WITHIN THEBASE BID. ALL OTHER PAVEMENT MARKINGS SHALL BEPERFORMED WITHIN ADDITIVE ALTERNATE 3.4. EXISTING PAVEMENT MARKINGS ON PAVEMENT TO RECEIVE THESEAL COAT SHALL BE REMOVED PER THE DIRECTION OF THEENGINEER.5. SEE SITE LAYOUT DRAWINGS FOR STATIONING AND BASELINEREFERENCE.6. PAVEMENT MARKINGS SHALL BE CONSTRUCTED FOR EACHPHASE BEFORE OPENING PAVEMENT FOR AIRCRAFT.HOLD POSITION MARKING
RSARSARSARSARSARSARSA250.00'R230.00'25.00'R220.00'BASELINE 1 STA 157+76.57145.59 LT.BASELINE 1 STA 158+30.77179.72 LT.RUNWAY 18/36TAXIWAY LGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C121-ML.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:54 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-126PAVEMENTMARKING PLANIVCONSTRUCT 6"YELLOW REFLECTIVECENTERLINE MARKINGKEY MAPMATCH LINESEE SHEET C-125CONSTRUCT TAXIWAY EDGE MARKINGCONSTRUCT HOLDPOSITION MARKING(IN FEET)025' 50' 100' 150'NOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE SHEET C-516 AND C-517 FOR PAVEMENT MARKINGDETAILS.3. EXISTING PAVEMENT MARKINGS ON PAVEMENT TORECEIVE THE SEAL COAT SHALL BE REMOVED PERTHE DIRECTION OF THE ENGINEER.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING ANDBASELINE REFERENCE.5. PAVEMENT MARKINGS SHALL BE CONSTRUCTED FOREACH PHASE BEFORE OPENING PAVEMENT FORAIRCRAFTTAXIWAY CENTERLINE MARKINGLEGENDTAXIWAY EDGE MARKINGNON-MOVEMENT AREA MARKINGNEW ASPHALT PAVEMENTHOLD POSITION MARKINGRSARUNWAY SAFETY AREA
RSARSARSARSARSARSARSARSARSARSARSARSARSARSAR200.
0
0'200.00'25.00'25.00'15.00'BASELINE 2 STA 213+25.02175.00 LT.BASELINE 2 STA 212+62.59413.47 LT.TAXIWAY JRUNWAY 11/29400.00'R50.00'R50.00'GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C121-ML.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:54 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-127PAVEMENTMARKING PLANVCONSTRUCT 6"YELLOW REFLECTIVECENTERLINE MARKINGKEY MAPREMOVE EXISTING HOLDMARKING AND CONSTRUCTNEW HOLD POSITION MARKINGAS PART OF THE BASE BIDMATCH LINESEE SHEET C-128CONSTRUCT TAXIWAYEDGE MARKINGMATCH LINESEE SHEET C-131(IN FEET)025' 50' 100' 150'NOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE SHEET C-516 AND C-517 FOR PAVEMENT MARKINGDETAILS.3. EXISTING PAVEMENT MARKINGS ON PAVEMENT TORECEIVE THE SEAL COAT SHALL BE REMOVED PERTHE DIRECTION OF THE ENGINEER.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING ANDBASELINE REFERENCE.5. PAVEMENT MARKINGS SHALL BE CONSTRUCTED FOREACH PHASE BEFORE OPENING PAVEMENT FORAIRCRAFTCONSTRUCTNON-MOVEMENTAREA MARKINGTAXIWAY CENTERLINE MARKINGLEGENDTAXIWAY EDGE MARKINGNON-MOVEMENT AREA MARKINGNEW ASPHALT PAVEMENTHOLD POSITION MARKINGRSARUNWAY SAFETY AREA
RSARSARSARSARSARSARSARSARSARSARSARSASARSARSARSA250.00'200.00'R75.00'
R75.00'R100.00'BASELINSTA 802+40.060.00 RT.BASELINE 2 STA 231+09.60450.00 LT.BASELINE 2 STA 230+53.90103.36 LT.BASELINE 2 STA 231+77.99316.56 LT.TAXIWAYTAXIWAY JRUNWAY 11/29TAXIWAY KGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C121-ML.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:54 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-128PAVEMENTMARKING PLANVICONSTRUCT 6"YELLOW REFLECTIVECENTERLINE MARKINGKEY MAPMATCH LINESEE SHEET C-127CONSTRUCT HOLDPOSITION MARKINGREMOVE EXISTING HOLDMARKING AND CONSTRUCTNEW HOLD POSITION MARKINGAS PART OF THE BASE BID(IN FEET)025' 50' 100' 150'25.00'25.00'25.00'NOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE SHEET C-516 AND C-517 FOR PAVEMENT MARKINGDETAILS.3. EXISTING PAVEMENT MARKINGS ON PAVEMENT TORECEIVE THE SEAL COAT SHALL BE REMOVED PERTHE DIRECTION OF THE ENGINEER.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING ANDBASELINE REFERENCE.5. PAVEMENT MARKINGS SHALL BE CONSTRUCTED FOREACH PHASE BEFORE OPENING PAVEMENT FORAIRCRAFTTAXIWAY CENTERLINE MARKINGLEGENDTAXIWAY EDGE MARKINGNON-MOVEMENT AREA MARKINGNEW ASPHALT PAVEMENTHOLD POSITION MARKINGRSARUNWAY SAFETY AREA
RSARSARSARSARSAR74.98'R60.00'R60.00'R60.00'
R60.00'
R60.00'R75.00'R75.00'N: 10221303.72E: 3133044.59N: 10221173.49E: 3132970.38R
7
5
.
0
0
'R75.00'200.00'NE
A
52
BASE
LI
N
E
A
STA
3
4
1
+
5
7.
3
1
332.7
1
L
T.
BASE
LI
N
E
A
STA
3
4
0
+
1
0.
8
2
342.2
7
L
T.BASELINE A STA 340+65.30449.81 LT.BASELINE A STA 338+99.60395.02 LT.BASELINE 2 STA 249+76.13175.14 LT.BASELINE 2 STA 252+36.13215.42 LT.BASELINE 2 STA 251+16.13435.24 LT.BASELINE 2 STA 252+16.79335.42 LT.RUNWAY 11/29200.00'RUNWAY 11/29TAXIWAY M225.00'COMPASS ROSELAYOUT BY ENGINEER BUTINSTALLED BY CONTRACTORN: 10221065.13 E: 3132809.10SEE DETAIL 5, SHEET C-516R200.00'R225.00'25.00'
(TYP)
25.00'
(TYP)TAXIWAY FGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C121-ML.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:54 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-129(IN FEET)025' 50' 100' 150'PAVEMENTMARKING PLANVIICONSTRUCT 6"YELLOW REFLECTIVECENTERLINE MARKINGKEY MAPMATC
H
LI
N
E
SEE
S
H
E
E
T
C-125MATCH LINESEE SHEET C-130CONSTRUCT TAXIWAY EDGE MARKINGCONSTRUCTNON-MOVEMENTAREA MARKING25.00'25.00'25.00'CONSTRUCT 6" TAXIWAYCENTERLINE MARKING25.00'CONSTRUCT 6" TAXIWAYCENTERLINE MARKINGREMOVE EXISTING HOLDMARKING ANDCONSTRUCT NEW HOLDPOSITION MARKING ASPART OF THE BASE BIDTIE TO EXISTING RADII - TERMINATE MARKING AT EXISTINGNOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE SHEET C-516 AND C-517 FOR PAVEMENT MARKINGDETAILS.3. EXISTING PAVEMENT MARKINGS ON PAVEMENT TORECEIVE THE SEAL COAT SHALL BE REMOVED PERTHE DIRECTION OF THE ENGINEER.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING ANDBASELINE REFERENCE.5. PAVEMENT MARKINGS SHALL BE CONSTRUCTED FOREACH PHASE BEFORE OPENING PAVEMENT FORAIRCRAFTTAXIWAY CENTERLINE MARKINGLEGENDTAXIWAY EDGE MARKINGNON-MOVEMENT AREA MARKINGNEW ASPHALT PAVEMENTHOLD POSITION MARKINGRSARUNWAY SAFETY AREA
R60.00'R75 0R75.00'R75.00'R75.00'R50.00'R50.00'R50.00'N: 10222371.8642E: 3133101.6154N: 10222111.2696E: 3133225.9611N: 10221978.24E: 3133142.77N: 10222057.63E: 3133310.41N: 10221931.4192E: 3133230.7170N: 10221303.72E: 3133044.59BASELINE 2 STA 251+16.13435.24 LT.40.00' (TYP.)15.00' (TYP.)25.00' (TYP.)66.00'50.00' (TYP.)81.00'N: 10222053.99E:3133145.06GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C121-ML.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:54 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-130(IN FEET)025' 50' 100' 150'PAVEMENTMARKING PLANVIIIKEY MAPMATCH LINESEE SHEET C-129CONSTRUCT 6" YELLOW REFLECTIVE MARKINGCONSTRUCT TIEDOWN MARKING.SEE DETAIL 2SHEET C-51725.30'25.30100.00'TAXIWAY CENTERLINE MARKINGLEGENDTAXIWAY EDGE MARKINGNON-MOVEMENT AREA MARKINGNEW ASPHALT PAVEMENTHOLD POSITION MARKINGRSARUNWAY SAFETY AREANOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE SHEET C-516 AND C-517 FOR PAVEMENT MARKINGDETAILS.3. EXISTING PAVEMENT MARKINGS ON PAVEMENT TORECEIVE THE SEAL COAT SHALL BE REMOVED PERTHE DIRECTION OF THE ENGINEER.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING ANDBASELINE REFERENCE.NEW TIEDOWN MARKINGCONSTRUCT HELICOPTERPARKING MARKING.SEE DETAIL 4, C-517
R50.00'R50.00'N: 10223531.80 E: 3129701.03N: 10223297.78E: 3129510.75R50.00'GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C121-ML.dwg Last Save: 2/24/2016 9:18 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:55 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-131(IN FEET)025' 50' 100' 150'PAVEMENTMARKING PLANIXKEY MAPMATCH LINESEE SHEET C-127CONSTRUCT 6"YELLOW REFLECTIVECENTERLINE MARKING15.00'15.00'13.00'NOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE SHEET C-516 AND C-517 FOR PAVEMENT MARKINGDETAILS.3. EXISTING PAVEMENT MARKINGS ON PAVEMENT TORECEIVE THE SEAL COAT SHALL BE REMOVED PERTHE DIRECTION OF THE ENGINEER.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING ANDBASELINE REFERENCE.TAXIWAY CENTERLINE MARKINGLEGENDTAXIWAY EDGE MARKINGNON-MOVEMENT AREA MARKINGNEW ASPHALT PAVEMENTHOLD POSITION MARKINGRSARUNWAY SAFETY AREA
TERMINALAPRONSTA 339+73.45327.48 LT.STA 339+55.23310.37 LT.STA 339+36.18293.69 LT.STA 339+16.81277.90 LT.STA 338+95.53261.80 LT.STA 338+75.07247.44 LT.STA 338+52.81232.99 LT.STA 338+31.37220.14 LT.STA 338+06.66206.55 LT.STA 337+84.32195.32 LT.STA 336+97.26201.52 LT.STA 337+19.37211.21 LT.STA 337+43.50220.75 LT.STA 337+65.49230.64 LT.STA 337+89.00241.28 LT.STA 338+09.31254.50 LT.STA 339+62.57372.97 LT.STA 339+45.17356.47 LT.STA 338+31.09268.36 LT.STA 338+51.35281.58 LT.STA 338+72.18295.02 LT.STA 338+91.42309.24 LT.STA 339+10.70325.79 LT.STA 339+29.25340.93 LT.STA 339+20.07405.39 LT.STA 338+98.42413.98 LT.STA 338+75.38421.48 LT.STA 338+56.21407.42 LT.STA 338+35.19391.73 LT.STA 338+16.02377.42 LT.STA 337+94.82362.21 LT.STA 337+75.37347.91 LT.STA 337+53.98333.19 LT.STA 337+32.65321.81 LT.STA 337+08.81310.75 LT.STA 336+86.94301.39 LT.STA 336+86.59281.46 LT.STA 336+82.24258.54 LT.STA 338+58.64383.87 LT.STA 338+79.95375.12 LT.STA 338+17.91354.51 LT.STA 338+39.33345.26 LT.STA 337+77.16325.41 LT.STA 337+29.55299.36 LT.STA 337+27.11276.23 LT.STA 337+78.76302.28 LT.GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C130-TIEDOWNS.dwg Last Save: 2/24/2016 9:21 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:55 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-132PAVEMENTMARKING PLANXKEY MAP(IN FEET)025' 50' 100' 150'NOTES:1. SEE G-004 FOR GENERAL NOTES.2. SEE SHEET C-516 AND C-517 FOR PAVEMENTMARKING DETAILS.3. EXISTING PAVEMENT MARKINGS ON PAVEMENT TORECEIVE THE SEAL COAT SHALL BE REMOVED PERTHE DIRECTION OF THE ENGINEER.4. SEE SITE LAYOUT DRAWINGS FOR STATIONING ANDBASELINE REFERENCE.5. ALL STATION/OFFSETS IN THIS SHEET REFERENCEBASELINE A.TAXIWAY FTAXIWAY CENTERLINE MARKINGLEGENDTAXIWAY EDGE MARKINGNON-MOVEMENT AREA MARKINGNEW ASPHALT PAVEMENTRSARUNWAY SAFETY AREANEW TIEDOWN WITH ANCHORNEW TIEDOWN MARKINGHOLD POSITION MARKING
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C131-MP parking lot.dwg Last Save: 2/24/2016 9:21 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:55 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-133(IN FEET)0 5' 30'20'10'PAVEMENTMARKING PLANXI14'11'18' (TYP.)9' (TYP.)TERMINAL DRIVEPORTABLEBUILDINGEXISTING AIRTRAFFIC CONTROLTOWERNOTE:1. SEE C-511 AND C-517 FOR HANDICAPRAMP AND PAVEMENT MARKING DETAILS.2. PARKING LOT PAVEMENT MARKINGSSHALL CONFORM TO ITEM P-620.6" YELLOW STRIPE (TYP.)11'INSTALL HANDICAP SIGN.SEE DETAIL 3 SHEET C-5179'INSTALLHANDICAPSYMBOLINSTALL HANDICAPPARKING STALLMARKINGSINSTALL HANDICAPRAMP PER DETAIL
RSARSATIE NEW WILDLIFE FENCEINTO EXISTING FENCEN: 10220709.51E: 3133153.77INSTALL 1995 LFOF WILDLIFE FENCE.SEE SHEET C-513INSTALL NEW 20' WIDE DOUBLE SWING GATE.SEE DETAIL 2, C-512. FINAL LOCATION OFPROPOSED GATE SHALL BE COORDINATED WITH OWNER.REMOVE AND DISPOSE OF1316 LF OF EXISTING WILDLIFEFENCE. SEE DETAIL 1, C-512LAKEWAY DRINSTALL 1261 LFOF WILDLIFE FENCE.SEE SHEET C-513REMOVE AND DISPOSE OF518 LF OF EXISTING WILDLIFEFENCE. SEE DETAIL 1, C-512TIE NEW WILDLIFE FENCEINTO EXISTING FENCEN: 10223251.74E: 3128780.22INSTALL 1952 LFOF WILDLIFE FENCE.SEE SHEET, C-513INSTALL NEW 20' WIDEDOUBLE SWING GATE.SEE DETAIL 2, C-512.FINAL LOCATION OFPROPOSED GATE SHALLBE COORDINATEDWITH OWNER.N: 10223665.26E: 3128072.40N: 0223452.21E: 3127811.52N: 10223039.79E: 3127967.04N: 10222914.43E: 3128320.15N: 10222858.23E: 3128390.60N: 10223396.38E: 3128315.21N: 10223474.51E: 3128503.57GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C132-FE.dwg Last Save: 2/24/2016 9:23 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:56 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-134(IN FEET)050' 100' 200' 300'NEW WILDLIFE FENCENOTES:1. SEE G-004 FOR GENERAL NOTES.2. NORTHINGS AND EASTINGS ARE PROVIDED FOR REFERENCE. CONTRACTORSHALL ACQUIRE A PROPERTY SURVEY TO DETERMINE BOUNDARY FOR NEWFENCE. PROPERTY SURVEY SHALL NOT BE MEASURED FOR SEPARATEPAYMENT BUT SHALL BE CONSIDERED SUBSIDIARY TO SS-243, WILDLIFEFENCE.3. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER DURING LAYOUT OFNEW FENCE. NEW WILDLIFE FENCE SHALL BE PLACED ON THE SURVEYEDPROPERTY LINE UNLESS AN OBSTRUCTION IS ENCOUNTERED.4. REMOVED WILDLIFE FENCE SHALL BECOME THE PROPERTY OF THECONTRACTOR AND SHALL BE REMOVED FROM AIRPORT PROPERTY UNLESSOTHERWISE REQUESTED BY THE OWNER.5. CONTRACTOR SHALL NOT DISTURB ANY EXPOSED LIMESTONEENCOUNTERED.LEGENDFENCINGLAYOUT PLAN IKEY MAPFEXISTING WILDLIFE FENCETO BE REMOVEDRSARUNWAY SAFETY AREAX
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C133-FE.dwg Last Save: 2/24/2016 9:22 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:56 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-135(IN FEET)0 5' 30'20'10'NEW ORNAMENTAL STEEL FENCENOTES:1. SEE G-004 FOR GENERAL NOTES.2. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER DURINGLAYOUT OF NEW FENCE. NEW FENCE SHALL BE PLACED 3 FT FROM FUELFARM CONTAINMENT AND ALONG EXISTING FENCE LINE.3. REMOVED FENCE SHALL BECOME THE PROPERTY OF THE CONTRACTORAND SHALL BE REMOVED FROM AIRPORT PROPERTY UNLESSOTHERWISE REQUESTED BY THE OWNER.LEGENDFENCINGLAYOUT PLAN IIKEY MAPN: 10222243.03E: 3132189.88BEGIN CONSTRUCTION OF NEWORNAMENTAL STEEL FENCETIE INTO EXISTING FENCESEE DETAIL 1, C-514 N: 10222309.76E: 3132184.5620' WIDE MANUAL CANTILEVER GATESEE DETAIL 4, C-514N: 10222303.83E: 3132206.38FENCE 3'FROMFOUNDATIONNEW PAVEMENTN: 10222181.57E: 3132161.04TERMINATE NEWORNAMENTAL FENCE4' PEDESTRIAN GATESEE DETAIL 2, C-514N: 10222249.06E: 3132167.70N: 110222237.74E: 3132164.36PROPOSED FUEL FARMREMOVE 104 FTOF EXISTING WOODAND METAL FENCEAND 28 FT OF EXISTINGCHAIN LINK FENCEXCONTRACTOR SHALLPROTECT NGS MONUMENT.SEE FUEL FARM SHEETS.
149+00150+00151+00152+00153+00154+00155+00156+00157+00158+00159+00RSARSARSARSARSARSA1+002+003+004+005+006+007+00743.50
743.68
743.87
744.05
744.24
744.42
744.61
744.79
744.99
745.35
745.71
746.07
746.43
GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
DRAFTING. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
File: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_DPP.dwg Last Save: 2/23/2016 5:39 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMGEXISTING 54" RCP730735740745750755760EXISTINGGROUND730735740745750755760PROPOSEDGROUND391 LF 54" RCP @ (+) 0.37%712 LF 54" RCP @ (+) 0.72%FL 735.50
FL 744.94
FL 744.94 TOP EL 753.31TOP EL 749.25PROPOSED CONTOUREXISTING CONTOURLEGENDSOUTHWESTCULVERT PLAN& PROFILE I54" 6:1 CH-FW-0N 10220159.563E 3131123.8284' X 4' FG PSL LIDEXTRA OPEN AREA GRATE8' X 8' TYPE PB BASEN 10220551.671E 3131136.1916REMOVE EX. 54"HEADWALLN 10220557.923E 3131173.546R/W 18/36FL 744.94 TOP EL 753.31FL 745.0937 LF 54" RCP @ (+)0.41%C-201 020'40'80'120'(IN FEET)DITCH CULVERTDITCH LATERALDITCH CULVERTDITCH LATERALEXISTINGGROUNDPROPOSEDGROUNDNOTES:1.STRUCTURES FOR 54" RCPSHALL BE TXDOT STANDARDSTRUCTURES.2.COORDINATES FOR INLETLOCATIONS LOCATED ATCENTER OF BASE,COORDINATES FORHEADWALL LOCATIONLOCATED AT CENTER OFWALL.3.HYDRAULIC CALCULATIONSINDICATE INLET WILLSURCHARGE UNDER THE5-YEAR STORM.4.DESIGN MEETS FAA AC150/5320-5 SECTION 2-2.42CRITERIA FOR NO 5-YEARRUNOFF ENCROACHMENTON TAXIWAYS OR RUNWAYS.24" RIP RAP(STONE PROTECTION)785 SYINSTALL 24" RIPRAPALONG WING125'50'5-YEAR HGL LINE24" RIP RAP(STONE PROTECTION)67 SY30'20'5-YEAR HGL LINE2-29-16
140+00141+00142+00143+00144+00145+00146+00147+00148+00149+00RSARS
ARSARS
A RSARSARSARSARSAOFAOFAOFAOFAOFAOF
AOFAOF
A7+008+009+0010+0011+0012+00746.43746.79747.15747.51747.87748.23
748.59
748.95
749.31
749.67
750.03
750.21
GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
DRAFTING. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
File: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_DPP.dwg Last Save: 2/23/2016 5:39 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMGEXISTING 54"RCPPROPOSED CONTOUREXISTING CONTOUR730735740745750755760EXISTINGGROUNDLEGEND730735740745750755760PROPOSEDGROUND712 LF 54" RCP @ (+) 0.72%FL 750.07
FL 750.07
FL 750.30 TOP EL 757.25SOUTHWESTCULVERT PLAN& PROFILE IIREMOVE EX. 54"HEADWALL,167$//(/%2:N 10221333.575E 3131177.9124' X 4' FG PSL LIDEXTRA OPEN AREA GRATE6' X 5' TYPE PB BASEN10221265.202E 3131163.074R/W 18/36R/
W
1
1
/
2
9
C-20268 LF 54" RCP @ (+) 0.34% 020'40'80'120'(IN FEET)DITCH CULVERTDITCH CULVERTNOTES:1.STRUCTURES FOR 54" RCPSHALL BE TXDOT STANDARDSTRUCTURES.2.COORDINATES FOR INLETLOCATIONS LOCATED ATCENTER OF BASE,COORDINATES FORHEADWALL LOCATIONLOCATED AT CENTER OFWALL.3.DESIGN MEETS FAA AC150/5320-5 SECTION 2-2.42CRITERIA FOR NO 5-YEARRUNOFF ENCROACHMENTON TAXIWAYS OR RUNWAYS.5-YEAR HGL LINE2-29-16
755760765770775780785790790307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319ELEVATIONPVI 311+75.98ELEV. 782.11PVI 314+11.56ELEV. 778.95PVI 316+75.89ELEV. 775.12PVI 318+30.11ELEV. 772.98-1.07%-1.34%-1.45%-1.39%-1.34%EL.785.05EL.783.98EL.782.92EL.781.78EL.780.44EL.779.10EL.777.67EL.776.22EL.774.78EL.773.39EL.785.78EL.785.04EL.784.00EL.782.89EL.781.65EL.780.04EL.778.11EL.776.41EL.774.99EL.773.74EL.772.44EL.771.16BEGIN TAXIWAY TYPICAL SECTIONAT STA 309+11.90ELEV = 784.92 +MATCH EXISTINGPVI 309+11.90ELEV. 784.92NEW PARALLEL TAXIWAY PROFILE GRADEEXISTING GROUND+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331PVI 319+63.48ELEV. 771.19PVI 320+35.00ELEV. 770.40PVC 322+40.20ELEV.767.69PVI 322+85.70ELEV. 767.08PVT 323+31.20ELEV.766.90PVC 325+61.94ELEV.765.95PVI 325+82.94ELEV. 765.86PVT 326+03.94ELEV.765.69-1.11%-1.32%-0.41%-0.83%CURVE LENGTH = 91.00'ENTRANCE GRADE = -1.32%EXIT GRADE = -0.41%K = 99.98CURVE LENGTH = 42.00'ENTRANCE GRADE = -0.41%EXIT GRADE = -0.83%K = 100.88EL.772.04EL.770.79EL.769.54EL.768.22EL.767.07EL.766.61EL.766.20EL.765.72EL.764.89EL.764.06EL.763.24EL.762.41EL.769.77EL.768.48EL.767.12EL.765.83EL.764.09EL.763.97EL.764.65EL.763.96EL.763.01EL.762.58EL.761.88EL.760.68755760765770775780785790790344+00ELEVATION755760765770775780785790790+00ELEVATION+00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341+00 342+00 343+00 344END TAXIWAY TYPICAL SECTIONSTA. 339+95.21CONSTRUCT 1.5" DROP FROMPAVEMENT EDGE TO SHOULDERMATCH EXISTINGGRADEPVI 331+80.41ELEV. 760.91PVI 332+80.41ELEV. 760.51PVI 334+86.07ELEV. 760.09PVI 339+10.14ELEV. 760.52PVI 339+95.21ELEV. 760.53PVI 340+05.21ELEV. 759.94-0.40%-0.20%0.10%0.01%-5.00%-8.33%EL.761.58EL.760.83EL.760.47EL.760.27EL.760.11EL.760.21EL.760.31EL.760.41EL.760.51EL.759.92EL.759.58EL.758.98EL.759.02EL.759.98EL.758.70EL.757.73EL.757.10EL.756.72EL.756.33EL.756.43EL.757.15EL.757.69755760765770775780785790790ELEVATION755760765770775780785790790ELEVATION755760765770775780785790790+00ELEVATIONGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C301-PP.dwg Last Save: 2/24/2016 9:24 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:57 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGC-301PARALLELTAXIWAYPROFILESTATIONSTATIONSTATION
780785785780785785600+00 601+00 602+00 603+00ELEVATIONELEVATIONSTATIONPVI 600+50.00ELEV. 783.41PVI 601+68.84ELEV. 781.78PVC 602+07.27ELEV.781.34PVI 602+22.27ELEV. 781.17PVT 602+37.27ELEV.781.05PVI 602+39.99ELEV. 781.02PVI 603+00.00ELEV. 780.92-1.38%-1.14%-0.80%-0.17%CURVE LENGTH = 30.00'ENTRANCE GRADE = -1.14%EXIT GRADE = -0.80%K = 88.41760765770770760765770770400+00 401+00 402+00 403+00ELEVATIONELEVATIONSTATIONPVI 400+00.00ELEV. 767.07PVC 400+50.00ELEV.766.57PVI 401+17.69ELEV. 766.13PVT 401+85.37ELEV.766.61PVI 401+99.75ELEV. 766.71PVI 402+25.03ELEV. 766.96-1.00%-0.65%0.71%0.96%CURVE LENGTH = 135.37'ENTRANCE GRADE = -0.65%EXIT GRADE = 0.71%K = 99.44755760765770770755760765770770500+00 501+00 502+00 503+00ELEVATIONELEVATIONSTATIONPVI 500+00.00ELEV. 766.46PVI 500+50.00ELEV. 765.92PVC 501+21.85ELEV.765.14PVI 501+75.85ELEV. 764.56PVT 502+29.85ELEV.764.56PVI 502+50.00ELEV. 764.56-1.08%-1.08%0.00% 0.00%CURVE LENGTH = 108.00'ENTRANCE GRADE = -1.08%EXIT GRADE = 0.00%K = 100.13755760765765755760765765700+00 701+00ELEVATIONELEVATIONSTATIONPVI 700+00.00ELEV. 760.71PVI 700+68.97ELEV. 760.23PVI 700+97.32ELEV. 760.09-0.70%-0.50%755760765765755760765765900+00 901+00ELEVATIONELEVATIONSTATIONPVI 900+00.00ELEV. 760.53PVI 900+00.88ELEV. 760.51PVC 900+23.07ELEV.760.18PVI 900+61.07ELEV. 759.61PVT 900+99.07ELEV.759.33PVI 901+00.00ELEV. 759.32-1.50%-0.74%CURVE LENGTH = 76.00'ENTRANCE GRADE = -1.50%EXIT GRADE = -0.74%K = 99.46GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C301-PP.dwg Last Save: 2/24/2016 9:24 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:57 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-302CONNECTORTAXIWAYPROFILESTAXIWAY BTAXIWAY CTAXIWAY DTAXIWAY ETAXIWAY FBEGIN TAXIWAY TYPICALSECTION AT STA 600+60.67END TAXIWAY TYPICALSECTION AT STA 602+50.00BEGIN TAXIWAY TYPICALSECTION AT STA.400+50.00END TAXIWAY TYPICALSECTION AT STA 402+00.00BEGIN TAXIWAY TYPICALSECTION AT STA 500+60.06END TAXIWAY TYPICALSECTION AT STA 502+50.00BEGIN TAXIWAY TYPICALSECTION AT STA 700+50.00END TAXIWAY TYPICALSECTION AT STA 700+95.73BEGIN TAXIWAY TYPICALSECTION AT STA 900+50.00END TAXIWAY TYPICALSECTION AT STA 900+75.00
GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
DRAFTING. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
THIS DOCUMENT IS RELEASEDFOR THE PURPOSES OF INTERIMREVIEW UNDER THE AUTHORITY OFDALE P. MURPHY, P.E.90614FEBRUARY 12, 2016THIS DOCUMENT IS NOT INTENDEDFOR BIDDING, PERMITTING AND/ORCONSTRUCTION PURPOSES100% SUBMITTAL100% SUBMITTALTHIS DOCUMENT IS RELEASEDFOR THE PURPOSES OF INTERIMREVIEW UNDER THE AUTHORITY OFDALE P. MURPHY, P.E.90614 FEBRUARY 23, 2016THIS DOCUMENT IS NOT INTENDEDFOR BIDDING, PERMITTING AND/ORCONSTRUCTION PURPOSESFile: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_DET.dwg Last Save: 2/23/2016 5:41 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMG2-29-162-29-16C-501SWPPPDETAILS I
A 2% SLOPEEXCAVATED MATERIAL SHALL BEUSED FOR PERIMETER BERM11438'MIN8'MIN3:13:1 3:1 4:1 4' MINCONCRETE WASHOUT AREA INSTALLATION NOTESCONCRETE WASHOUT AREA INSPECTION AND MAINTENANCE NOTESFLOW21GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
DRAFTING. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
THIS DOCUMENT IS RELEASEDFOR THE PURPOSES OF INTERIMREVIEW UNDER THE AUTHORITY OFDALE P. MURPHY, P.E.90614FEBRUARY 12, 2016THIS DOCUMENT IS NOT INTENDEDFOR BIDDING, PERMITTING AND/ORCONSTRUCTION PURPOSES100% SUBMITTAL100% SUBMITTALTHIS DOCUMENT IS RELEASEDFOR THE PURPOSES OF INTERIMREVIEW UNDER THE AUTHORITY OFDALE P. MURPHY, P.E.90614 FEBRUARY 23, 2016THIS DOCUMENT IS NOT INTENDEDFOR BIDDING, PERMITTING AND/ORCONSTRUCTION PURPOSESFile: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_DET.dwg Last Save: 2/23/2016 5:41 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMG2-29-162-29-16C-502SWPPPDETAILS II
GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
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CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
File: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_DET.dwg Last Save: 2/23/2016 5:41 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMGDRAINAGEDETAILS IC-503EONLIOINEEIG TPS
XOETR2-29-16
GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
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PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
File: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_DET.dwg Last Save: 2/23/2016 5:41 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMGC-504DRAINAGEDETAILS IIEONLIOINEEIG TPS
XOETR2-29-16
GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
DRAFTING. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
File: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_DET.dwg Last Save: 2/23/2016 5:41 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMGC-505DRAINAGEDETAILS IIIEONLIOINEEIG TPS
XOETR2-29-16
GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
DRAFTING. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
File: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_DET.dwg Last Save: 2/23/2016 5:41 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMGC-506DRAINAGEDETAILS IVEONLIOINEEIG TPS
XOETR2-29-16
GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW, MARK-UP,
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CONSTRUCTION, BIDDING, OR PERMIT
PURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT
File: X:\Projects\0297 - Georgetown Airport\DGN\Sheets\0297_DET.dwg Last Save: 2/23/2016 5:41 PM Last saved by: JgoesslingLast plotted by: Joseph Goessling Plot Style: AECmono.ctb Plot Scale: 1:2.5849 Plot Date: 2/23/2016 6:05 PM Plotter used: None
JGMGC-507DRAINAGEDETAILS VEONLIOINEEIG TPS
XOETR2-29-16
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C508-DD.dwg Last Save: 2/24/2016 9:24 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:58 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-508DRAINAGEDETAILS VIAABBRCPRCPGRATE DESIGN PARAMETERSMATERIALWEIR PERIMETERFREE OPEN AREAWHEEL LOADING9.8 FT. MIN.2.4 S.F. MIN.40,000 LBS MIN.40" MAX. 4"MAX.40" MAX. 4"MAX.#4 @ 6" O.C.#5 U-BARS @ 10"O.C. EACH WAY#4 @ 6" O.C.4-#4 BARS EACH SIDE#4 BARS @ 8" O.C.6" WATERSTOP(TYP.)#5 U-BARS @ 10"O.C. EACH WAY#4 @ 10" O.C.EACH WAY2" CLR.2" CLR.18" LAP MIN.2" CLR.3" CLR.3-#4 BARS18" MIN. LAP18" MIN. LAP2" CLR.2" CLR.2" CLR.3" CLR.4-#4 BARS EACH SIDE#4 BARS @ 8" O.C.3-#4 BARSSEE TABLE, DETAIL ANDSPECIFICATIONS FORGRATE REQUIREMENTS10"MIN.10"MIN.SEE PLANSMAX HEIGHT = 8'18" MIN. LAP 6"MIN. CLR. 6"MIN. CLR.NOTE:MINIMUM STEEL REINFORCEMENT LAP SHALL BE APPLIEDWHERE APPLICABLE. IF THE CONTRACTOR CANNOT MEET THEMINIMUM LAP REQUIREMENT DUE TO THE INLET HEIGHT, THECONTRACTOR SHALL LAP STEEL THE MAXIMUM AVAILABLELENGTH.8" MIN.8" MIN.8" MIN.8" MIN.MAX. WIDTH = 7'MAX. WIDTH = 7'DUCTILE IRONSLOPE FLOORTO POINT OFDISCHARGEROUGHEN SURFACE1/4" MIN. AMPLITUDE(TYP.)12" COMPACTED FILLSCALE:NONE1AC-508PLAN (SINGLE GRATE)SCALE:NONE1CC-508SECTION "B-B"SCALE:NONE1BC-508SECTION "A-A"SCALE:NONE1C-508AIRFIELD GRATE INLET (STANDARD)MATERIALWHEEL LOADINGCAST IRON40,000 LBS MIN.#6 BARS @ 6" O.C. EACHWAY (TYP. REINF.)#5 U-BARS @ 10"O.C. EACH WAY#5 DIAGONAL BARSIN TOP OF SLAB6" WATERSTOP(TYP.)#5 U-BARS @ 10"O.C. EACH WAY#5 BARS @ 10" O.C. EACHWAY (CENTER IN WALL)18" LAB MIN.3" CLR.18" MIN. LAP18" MIN. LAP2"CLR.#5 DOWEL BARS @ 10"O.C. W/ 90° HOOKS. 6"MIN. CLR.6"MIN. CLR.MANHOLE COVER DESIGN PARAMETERSCLR.2"SEE TABLE, DETAIL ANDSPECIFICATIONS FOR FRAMEAND SOLID LID REQUIREMENTS.LID SHALL BE CITY OFGEORGETOWN STANDARD. SEEDETAIL SD11, SHEET C-518ADD 3 - #6'S IN BOTTOM OFTOP OF SLAB (TYP. EA. SIDE)#5 DIAGONALS AROUNDOPENING AS DETAILEDIN TOP OF SLAB.#5 BARS @ 10"O.C. (TYP.)#6 BARS @ 6" O.C. MIN. INBOTTOM OF TOP SLAB (TYP.REINF.) (NOT SHOWN)BOTTOM OF TOP SLAB(TYP. EA. SIDE)MAX. WIDTH = 6' 8"1-1/2" CLR.ADDED 3 - #6#5 DIAGONAL BARSIN TOP OF SLAB8" MIN.8" MIN.8" MIN.8" MIN.MAX. WIDTH = 6' 8"SEE PLANSMAX. HEIGHT = 8'18" MIN. LAP10"MIN.OPENING 32" MIN.ABAB10"MIN.SLOPE FLOOR TOPOINT OF DISCHARGE3" CLR.NOTE:MINIMUM STEEL REINFORCEMENT LAP SHALL BE APPLIEDWHERE APPLICABLE. IF THE CONTRACTOR CANNOT MEET THEMINIMUM LAP REQUIREMENT DUE TO THE INLET HEIGHT, THECONTRACTOR SHALL LAP STEEL THE MAXIMUM AVAILABLELENGTH.ROUGHEN SURFACE1/4" MIN. AMPLITUDE(TYP.)SCALE:NONE2AC-508PLANSCALE:NONE2BC-508SECTION "A-A"SCALE:NONE2CC-508SECTION "B-B"SCALE:NONE2C-508AIRFIELD JUNCTION BOX (STANDARD)
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C508-DD.dwg Last Save: 2/24/2016 9:24 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:58 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-509DRAINAGEDETAILS VII2" CLR. (TYP.)2" CLR. (TYP.)2'3'3'3" CLR.ALL REINFORCEMENT #4BARS PLACED AS SHOWNFORM TROUGHIN CONCRETE.OUTLET PIPEPROTECTORSLOPE VARIESSEE PLANSINSTALL REMOVABLE 1/3" x 1/3"HOT WELDED RODENT GUARDINSERTED INTO END OF PIPE.6"12" MIN.3"MIN.NOTE:INSTALL FRONT EDGE OF SCREEN6" UP INTO PIPE.4"6"CONSTRUCTSLAB TO MATCHSLOPE.EXISTINGSUBSURFACEPIPESCALE:NONE1C-509OUTLET PROTECTORSCALE:NONECC-509RODENT SCREENSCALE:NONEBC-509SECTION A-ASCALE:NONEAC-509PLAN
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C509-TS.dwg Last Save: 2/24/2016 9:25 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:58 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSJBCRSKC-510OPTION 1 - NO LIMESTONE ENCOUNTERED.CONTRACTOR SHALL CONSTRUCTPAVEMENT TYPICAL SECTION AS SHOWN INDETAIL 3, THIS SHEET.OPTION 2 - LIMESTONE ENCOUNTERED WITHIN THELIMITS OF LIME TREATED SUBGRADE.CONTRACTOR SHALL EXTEND THE CRUSHEDAGGREGATE BASE COURSE TO LOCATION OFLIMESTONE. PAYMENT FOR "ADDITIONAL CRUSHEDAGGREGATE BASE COURSE, PAVING OPTION 2,"OUTSIDE THE REQUIRED 11" DEPTH, SHALL BE PAIDFOR AS VOLUME BASED PAY ITEM. MOISTURECONTENTS OF THE CRUSHED AGGREGATE BASECOURSE WILL NOT BE CONSIDERED WHEN PAYING FORVOLUME-BASED AGGREGATE, ONLY TRUCK TICKETWEIGHTS.OPTION 3 - LIMESTONE ENCOUNTERED WITHIN THELIMITS OF THE CRUSHED AGGREGATE BASE COURSE.CONTRACTOR SHALL CONSTRUCT A MIN 7" CRUSHEDAGGREGATE BASE COURSE SECTION. ANY LIMESTONEPROTRUDING WITHIN THE PROPOSED CRUSHEDAGGREGATE BASE COURSE SHALL BE EXCAVATEDAND PAID FOR PER "ROCK EXCAVATION" OF P-152. 7"CRUSHED AGGREGATE BASE COURSE WILL NOT BEPAID FOR PER VOLUME. SEE ITEM P-209.79' SAFETY AREA(39.5' EACH SIDE OF CENTERLINE)VARIESVARIES10.0'10.0'25.0'25.0'MATCH EXISTINGGROUNDMATCH EXISTING GROUND1.5%DETAIL "A"THIS SHEET2.0'2.0'1.5"4" ACHM (P-401)11" CRUSHED AGGREGATEBASE COURSE (P-209)12" LIME TREATEDSUBGRADE (P-155)COMPACTEDSUBGRADESCALE:NONE3C-510TAXIWAY TYPICAL SECTIONTAXIWAY ℄SCALE:NONE3AC-510DETAIL "A"SCALE:NONE1C-510PAVING OPTIONSCOMPACTED SUBGRADETYPICALSECTIONS IPOTENTIALLIMESTONEPOTENTIALLIMESTONESEENOTE 2NOTES:1. SEE PAVING OPTIONS FOR TAXIWAY TYPICAL SECTIONS, DETAIL 2, THISSHEET, FOR INSTANCES WHERE LIMESTONE IS ENCOUNTERED.2. FIRST 10 FEET OF UNPAVED SHOULDER MUST BE GRADED AT 5% ANDTHEN 3% TO EDGE OF THE TAXIWAY SAFETY AREA.3. PLACE SOD ALONG THE FIRST 4 FEET FROM ALL NEW PAVEMENT EDGES.4. LIME SHALL BE APPLIED AT AN APPLICATION RATE OF 8% HYDRATED LIMEFOR 12 INCHES.5. CONTRACTOR SHALL STAKE SOD ON SLOPES GREATER THAN OR EQUALTO 6:1. ALL STAKING SHALL BE BIODEGRADABLE.4.0'SEE NOTE 3, 54.0'SEE NOTE 3, 54:1 (MAX)4:1 (MAX)ADDITIONAL CRUSHED AGGREGATEBASE COURSE, PAVING OPTION 211" P-2097" CRUSHED AGGREGATE BASECOURSE, PAVING OPTION 31.5%SEENOTE 2SCALE:NONE2C-510FAA FORM 5100
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C509-TS.dwg Last Save: 2/24/2016 9:25 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:58 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSJBCRSKC-511TYPICALSECTIONS IISCALE:NONE1C-511HC RAMP PLAN VIEWPARKING LOT NOTES:1. CONTRACTOR TO PREP AND LIME TREAT SUBGRADE ACCORDING TO THEPLANS AND SPECIFICATIONS.2. PLACE SOD ALONG THE FIRST 4 FEET FROM PAVEMENT EDGE.3. RIBBON CURB SHALL BE FLUSH WITH FINAL PARKING LOT SURFACEELEVATION.4. LIME SHALL BE APPLIED AT AN APPLICATION RATE OF 8% HYDRATED LIMEFOR 12 INCHES.ASECTION A-A4'5'6"6"ASPHALT SURFACE6" LIME TREATED SUBGRADE6" OF CRUSHED AGGREGATE BASETOP OF CURB6'8.33% MAXTOP OF CURBPROVIDE 1/4" DEPTH SURFACEGROVES AT 4" ON CENTER2" ACHM (P-401)6" CRUSHED AGGREGATE BASE COURSE (P-209)6" LIME TREATEDSUBGRADE (P-155)SCALE:NONE2C-511PARKING LOT TYPICAL SECTIONASPHALT SURFACECOMPACTED SUBGRADEA10%MAX10%MAX24"RIBBON CURB NOTES:1. UNDER ALL PAVEMENT AND RIBBON CURBS, CONTRACTOR TO PLACE 6INCHES CRUSHED AGGREGATE BASE COURSE ON TOP OF LIME TREATEDSUBGRADE. IN AREAS WHERE THERE IS RIBBON CURB, THE CONTRACTORSHALL PLACE THE FULL 6 INCHES OF CRUSHED AGGREGATE BASE COURSEAND COMPACT IN PLACE. PRIOR TO CONSTRUCTING THE RIBBON CURB.THEN CONTRACTOR SHALL REMOVE THE TOP 4 INCHES OF THE CRUSHEDAGGREGATE BASE COURSE.2. PLACE SOD ALONG THE FIRST 4 FEET FROM PAVEMENT EDGE.3. RIBBON CURB SHALL BE FLUSH WITH FINAL PARKING LOT SURFACEELEVATION.4. LIME SHALL BE APPLIED AT AN APPLICATION RATE OF 8% HYDRATED LIMEFOR 12 INCHES.SEE ITEM P-610#4 BARS (TYP.)RIBBON CURBSEE ITEM P-6102" ACHM (P-401)6" CRUSHED AGGREGATEBASE COURSE (P-155)6" LIMETREATED SUBGRADESCALE:NONE3C-511RIBBON CURBSCALE:NONE4C-511SIDEWALKGeorgetown Utility SystemsYour Community Owned UtilityThe Architect/Engineer assumesresponsibility for appropriateuse of this standard.6"
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C511-FD.dwg Last Save: 2/24/2016 9:42 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:59 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-512FENCINGDETAILS ISCALE:NONE2C-51220' DOUBLE SWING GATESCALE:NONE1C-512EXISTING WILDLIFE FENCE TO BE REMOVEDNOTES:1. ALL FABRIC, POSTS, NAILS, BRACES, FITTINGS, AND HARDWARE FOR GAME FENCE ANDGATES SHALL CONFORM TO ITEM SS-243 OF THE SPECIFICATIONS.2. ELECTRICAL GROUND RODS SHALL BE CONSTRUCTED AS GIVEN IN ITEM SS-243 OF THESPECIFICATIONS.3. LATCHES FOR GATES SHALL BE GOOD COMMERCIAL QUALITY AND OF THE SPRING FORKOR CHAIN TYPE. ALL LATCHES SHALL BE SUITABLE TO THE GATE AND SHALL BEAPPROVED BY THE ENGINEER.CONCRETEENCASEMENTFOOTINGGATE POST4" O.D.SUPPORT2" O.D.STRETCHER BAR1/4" x 3/4" x (H-1")STRETCHER BAR1/4" x 3/4" x (H-1")SUPPORT2" O.D.10'-0"10'-0"6" MAX.1'-6"4"5'-6"8'-0"END PANELEND PANELCONSTRUCT END BRACE,SEE SHEET C-513 FORDETAIL, TYPICAL
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C511-FD.dwg Last Save: 2/24/2016 9:42 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:59 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-513FENCINGDETAILS II1. Set the end post and pull a guide wire to the end post of the next brace. All brace posts, lineposts and tee posts will be set along this guided wire.2. Set the next post and angle foot brace along guide wire at 10' 6" and 10' 6" respectively.3. Measure inside brace width, then cut and saddle the two cross members accordingly.Position the top cross member between the 2nd and 3rd wires of fence fabric (approx. 88").The middle cross member is set half the distance between the ground and the top crossmember (approx. 44"). Try to set the middle cross member so that it will fall between thehorizontal wires of fence fabric. Weld solid to brace posts.4. Measure the width from the angle foot brace (approx. 9" above ground level) to the top crossmember. Cut and saddle angle brace according to measurement and weld solid.5. Cap all pipe with cement or a pressed steel pipe cap. If pipe is left open, water will rust thepipe off at ground level.6. Brush all welds and treat with Cold-Galv or equivalent to prevent rust.1. Tee post and line posts should be spaced 25' apart. Use 25' posts spacing as aguideline. In rough terrain, a closer post spacing will be required.2. A line post should be placed on top of hips and bottom of all dips. The ratio of teeposts to line posts should not exceed 4 to 1 so that the space between line posts is125'.3. All line posts should be capped with cement or with a pressed steel pipe cap. If pipeis left open, water will rust pipe off at ground level.1. Line braces should be spaced at 1,320'.2. Pull a guide wire between the two end braces. Set the middle brace post on this guide wire.3. Set the angle brace posts 9' from the brace posts on either side in line with the fence lineguide wire.4. Measure the width from the angle foot brace (approx. 9" above ground level) to middle bracepost (approx. 6' above ground level). Cut and saddle angle brace and weld solid.5. Cap all pipe with cement or a pressed steel pipe cap. If pipe is left open, water will rust pipeoff at ground level.6. Brush all welds and treat with Cold-Galv or equivalent to prevent rust.ItemQuantity DescriptionBrace Posts214' x 3 12" Sch 40 Galvanized PipeCross Members210'6" x 2 38" Sch 40 Galvanized PipeAngle Brace112' x 2 38" Sch 40 Galvanized PipeAngle Brace Foot16' x 3 12" Sch 40 Galvanized PipePipe Caps33 12" Pipe Caps or Concrete PlugsEnd Brace SpecificationsItemDescriptionTee Posts10'4" 1.5 lbs/ft galvanizedLine Posts12' x 2 38" Sch 40 Galvanized PipeLine PostsItemQuantity DescriptionBrace Posts114' x 3 12" Sch 40 Galvanized PipeAngle Brace211' x 2 38" Sch 40 Galvanized PipeAngle Brace Foot26' x 3 12" Sch 40 Galvanized PipePipe Caps33 12" Pipe Caps or Concrete PlugsLine Brace SpecificationsSection of 2096-6WireTop & BottomLineStayKnot2096-6 Wire SpecificationsGauge1212.512.513Break Load (Min/Max)1512 / 16891339 / 1492940 / 1041356 / 482Galvanization.85-1.1 oz. Zinc/Sq. Ft.Tensile Strength185K-215K185K-215K130K-150K60K-85K.85-1.1 oz. Zinc/Sq. Ft..85-1.1 oz. Zinc/Sq. Ft..85-1.1 oz. Zinc/Sq. Ft.2096-696"3"3"3"3"3"3"4"4"5"5"6"6"6"7"7"7"7"7"7"6"End BraceLine Brace5'-6"8'-6"88"44"10'-6"25'5'CONCRETEENCASEMENTFOOTINGFENCE PULLCross MemberCross MemberBrace PostPipe CapAngle BraceFootAngle Brace1'9"4"18"18"18"10'-6"4"4"2'Tee Post4"18"3'-6"8'-6"Line Post4"18"4"18"4"18"8'-6"5'-6"5'5'6'9"1'Brace PostAngle BraceFootAngle Brace9'9'8'-4"25'~~~~~~~~1320'~~~~~~~~150'~~~~~~~~
3"49.5"2"8"60"72"36"1234596" ± 12"8"60"72"36"4" TYPICAL12345312647287"20'72"36"9"GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C511-FD.dwg Last Save: 2/24/2016 9:42 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:59 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-514FENCINGDETAILS III#1234QTY.22194DESCRIPTION3" Sq. POST134" CHANNEL RAIL1" Sq. PICKETBRACKETSGG25 GUSSET1" SQ PICKET134" SQ CHANNEL RAIL2" SQ GATE END3" SQ POSTDESCRIPTION1#2345IGBSX3#123DESCRIPTION1" PICKET2" SQ FRAME4" SQ POST4V-GROOVE TRACK5 TOP GUIDE ROLLERS6 6" V-GROOVE WHEEL72" x 4" LOWER TUBESCALE:NONE2C-514ORNAMENTAL PEDESTRIAN GATESCALE:NONE1C-514ORNAMENTAL STEEL FENCESCALE:NONE4C-514ORNAMENTAL SLIDING CANTILEVER GATEAIRPORTPROPERTYNOTRESPASSINGVIOLATORS WILL BEPROSECUTEDNOTES:1. SIGNS SHALL BE PERMANENT, NON-FADING, OUTDOOR TYPE.NO TRESPASSING SIGNS SHALL BE INSTALLED AT 200'INTERVALS AND AT EACH GATE.2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THEENGINEER FOR APPROVAL BEFORE INSTALLATION.3. SIGNS WILL NOT BE MEASURED FOR SEPARATE PAYMENTBUT WILL BE CONSIDERED SUBSIDIARY TO ITEM SS-242.4. RED LEGEND, WHITE BACKGROUND, RED BORDER. (12" x 18")5. THE NUMBER LEGEND OF THE GATE SIGN SHALL BECOORDINATED WITH THE OWNER.SCALE:NONE3C-514FENCE SIGNAGEGENERAL NOTES:1. ALL PICKETS, POSTS, NAILS, BRACES, FITTINGS,AND HARDWARE FOR ORNAMENTAL STEEL FENCEAND GATES SHALL CONFORM TO ITEM SS-242 OF THESPECIFICATIONS.2. ELECTRICAL GROUND RODS SHALL BECONSTRUCTED AS GIVEN IN ITEM SS-242 OF THESPECIFICATIONS.3. IN AREAS WHERE UNDERGROUND UTILITIES ARECROSSED, CONTRACTOR SHALL SPACE POSTS IN AMATTER THAT ALLOWS 5 FEET OF CLEAR SPACE ONBOTH SIDES OF THE LOCATED LINE.PROXIMITYACCESSREADER,BOTHSIDES OFGATEMAGNETICGATELOCK4"12" (TYP.)3" MAX3" MAX
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C513-PD.dwg Last Save: 2/24/2016 10:29 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:59 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGC-515PAVEMENTREHABILITATIONDETAILSPCC PAVEMENT INVENTORY MATRIXROW COLUMNCRACK CLEAN& SEAL (LF)SPALLREPAIR PD(SF)FULL-DEPTHPAVEMENT REPAIR(SF)PANELREPLACEMENT(SF)POP-OUTREPAIR (SF)2O52R13P54D1804E1804F4G1804M 1 14N 14P334Q14R 74T 15D1805E1805G22 15L15P455Q15R156C 456D1806E1806J16K16M16P826Q56R16S1126T157D1807E1807J 6.757M2.57N97P2.58D1808E1808I5.58J 198M8.58N18R28T129E19F29J 310A110B110H18010I18010 J 13.2510M11G 6.511 H15 1511 I13.511J1511 K 211 M511 N511O211 P 1 111 R6.511 T212 T 213M1014 M 1214Q314 T1315M3TOTAL= 66 229.5 102 2355 16VARIESEXISTING ASPHALTEXISTING BASEFILL CRACK(SEE NOTES BELOW)SCALE:NONE2C-515ASPHALT CRACK REPAIR (TYPE 1a)SCALE:NONE3C-515ASPHALT CRACK REPAIR (TYPE 1b)VARIESEXISTING ASPHALTEXISTING BASEFILL CRACK(SEE NOTES BELOW)1/4" TO < 1/2"NOTE:PREPARE CRACK AND APPLY CRACKSEALANT ACCORDING TO SS-222.SEALING MATERIAL SHALL CONFORMTO ASTM D3405.NOTE:PREPARE CRACK ACCORDING TO SS-222 ANDFILL WITH FINE AGGREGATE/SAND ASPHALT MIX.SEE SS-222.>1/2"SCALE:NONE1C-515PCC PAVEMENT REHABILITATION INVENTORYREMOVAL AND REPAIRPAYMENT LIMITS FOR CONCRETEEXISTING PAVEMENTREMOVE AND REPAIREXISTING PAVEMENTSURFACEEXISTING JOINTDETAIL THIS SHEETSEE CONCRETE JOINT REPAIRSPALL/CRACKBOUNDARYSPALLEDPAVEMENT5/8" ± 1/8" ROD BACK-UP MATERIALSAWED AND CLEANED JOINT FACE1/4" MIN. TO 1/2" SEALANT DEPTHEXISTING CONCRETEPAVEMENT1-1/4" MINIMUM4" MIN.VERTICAL SAW CUT4" MIN. DEPTHDISTANCE AS DETERMINEDBY THE ENGINEERPER SPECIFICATIONSCLEANED WIDTH 1/2" + 1/8"CLEAN TOSCALE:NONE4C-515CONCRETE JOINT REPAIR DETAILSCALE:NONE5C-515CONCRETE SPALL REPAIR DETAILNOTE:FOR CRACK CLEAN AND SEAL FOR CONCRETE PAVEMENT SEE ITEM P-6051/4" TO 3/8" RECESS10" MIN.12' MIN.TRANSVERSE JOINT TYPE C OR ELONGITUDINAL JOINT TYPE C OR EBAR LENGTH VARIESBAR LENGTH VARIESSCALE:NONE6C-515DOWEL BARS AT SLAB CORNERS (PLAN VIEW)SCALE:NONE7C-515CONCRETE FULL DEPTHPAVEMENT REPAIR TYPICAL SECTION7" P-501EXISTINGBASE COURSENOTES:1. EXISTING BASE COURSE SHALL BE BROUGHT TO ELEVATION.2. CONTRACTOR SHALL VERIFY EXISTING BASE COURSE DENSITY PER P-209SPECIFICATION.3. CONTRACTOR SHALL PROOF EXISTING MATERIAL BELOW REMOVEDPAVEMENT FOR AND REPLACE UNSUITABLE MATERIAL, IF ENCOUNTERED.4. DOWELS SHALL BE 34 IN DIAMETER, 18 IN LONG, AND SPACED AT 12 ININTERVALS.
SCALE: NONESEE PLANSTAXIWAYCENTERLINEMARKINGS12"SEE DETAIL "A"THIS SHEET.6"3'3'6"AIRCRAFT HOLDING SIDENON-MOVEMENT SIDENOTE:ALL MARKINGS ARE YELLOW.TAXIWAY WIDTHYELLOW MARKING (TYP.)RUNWAY CENTERLINEDETAIL "A"36"6"6"36"3'6"6"25' (TYP.)6"15' (TYP.)TAXIWAY CENTERLINE1/2 TAXIWAY WIDTHNOTE:DASHED TAXIWAY EDGE MARKINGS ARE YELLOW.SCALE:NONE1C-516RUNWAY HOLDING POSITION MARKINGSCALE:NONE3C-516NON-MOVEMENT AREA MARKINGSSCALE:NONE4C-516DASHED TAXIWAY EDGE MARKINGSNOTE:1.SEE PAVEMENT MARKING PLANFOR RADIIYELLOW TAXIWAYCENTERLINE STRIPERRRUNWAYCENTERLINE STRIPEYELLOW TAXIWAYCENTERLINE STRIPE3.75'FROM℄ TO ℄EXTEND YELLOWTAXIWAY CENTERLINESTRIPE 200' ALONGRUNWAY CENTERLINEEXTEND YELLOWTAXIWAY CENTERLINESTRIPE 200' ALONGRUNWAY CENTERLINESCALE:NONE2C-516TAXIWAY TURNOUT DETAILTAXIWAY TURNOUTS SHALL BE 6" REFLECTIVE YELLOW PAINT.BLACKMARKING(TYP.)MN060 090030 180120 1503002703302302106"3'TAXIWAYCENTERLINEMARKINGSCALE:NONE5C-516COMPASS ROSEMAGNETICDECLINATIONSEE DETAIL ATHIS SHEETMAGNETICNORTH(MN)TRUENORTH10 FT10 FTCENTER POINT OFCOMPASS CALIBRATION PAD090SEE NOTE 2EDGE OFPAVEMENTSCALE:NONEAC-516DETAIL A6 INMINIMUMNOTES:1. MAGNETIC HEADING LAYOUT SHALL BE PERFORMED BYTHE ENGINEER.2. USE NONMETALIC PAINT.3. COMPASS HEADING CHARACTERS ARE 24 IN HIGH BY 12 INWIDE WITH A 3.5 IN MINIMUM WIDE STROKE. AZIMUTH BOXIS 51 IN WIDE BY 26 IN HIGH. CHARACTERS SHALL BEPAINTED ORANGE. COMPASS ROSE SHALL PAINTED WHITEAND BLUE.WHITEMARKINGBLUEMARKING17 FT4.5 FT3 FT9.25 FTGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C514-MD.dwg Last Save: 2/24/2016 9:42 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:59 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-516MARKINGDETAILS I
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C514-MD.dwg Last Save: 2/24/2016 9:42 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:59 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-517MARKINGDETAILS IIINSTALL AIRCRAFTTIEDOWN ANCHOR,SEE DETAIL, THIS SHEET.20'25'SCALE:NONE2C-517TYPICAL TIEDOWN LAYOUTHSCALE:NONE5C-517HELICOPTER PARKING28.5'28.5'3'1'NOTES:1. ALL MARKINGS ARE YELLOW.2. CONTRACTOR SHALL RECONSTRUCT HELIPADMARKING TO MATCH THAT WHICH CURRENTLYEXISTS.PROVIDE CLEAN,VERTICAL EDGE OFCONCRETE ORASPHALT. SAWCUT IFNECESSARY. INSTALLEXPANSION MATERIALBETWEEN TIEDOWNCONCRETE ANDEXISTING PCC PAVING.(TYP)12" DIAMETER (ROUND ONLY)1-3/4"4"#3 REBARPLACE)CONCRETE(POUR IN3000 PSI2'-6"3" 3"6"6"SCALE:NONE1C-517AIRCRAFT TIEDOWN ANCHORA.D.A. NOTESALL WORK PERFORMED BY THE CONTRACTOR SHALLCOMPLY WITH THE PERTINENT PROVISIONS OF THE"AMERICAN WITH DISABILITIES ACT (ADA) -ACCESSIBILITY GUIDELINES FOR BUILDINGS ANDFACILITIES," ISSUED BY THE U.S. ARCHITECTURALAND TRANSPORTATION BARRIERS COMPLIANCE BOARDAND WITH THE CURRENT ARCHITECTURAL BARRIERSTEXAS ACCESSIBILITY STANDARDS (TAS).HANDICAP PARKINGSTALL LAYOUT*DIMENSIONS GIVEN ARE MINIMUMSGRID SHOWN FORLAYOUT REFERENCEONLY. GRID BLOCKSARE 2" X 2".HANDICAP DESIGNATION ATHANDICAP PARKING SPACELINE UP W/ ENDOF PARKINGSTALL18'14'5'45°4" STRIPE(TYP.)32"28"11'SCALE:NONE4C-517HC PARKING SPACEEXISTING PAVEMENT(ASPHALT OR CONCRETE)OR NEW ASPHALTPAVEMENT1'NOTES:1. IN PAVEMENT TIEDOWNS SHALL BE INSTALLED IN LOCATIONS ONLY AS DIRECTEDBY THE ENGINEER. LAYOUT OF TIEDOWNS MUST APPROVED BY ENGINEER PRIORTO COMMENCING WORK.2. ANY DAMAGE INCURRED TO THE EXISTING PAVEMENT SHALL REQUIRE REPAIR TOTHE ENTIRE SLAB AT THE CONTRACTOR'S EXPENSE.3. CONTRACTOR SHALL PROVIDE ACCOMPANYING NYLON ROPE (MIN 12' LENGTH)FOR USE IN TIEDOWNS.STROKE WIDTH 3" MIN."VAN ACCESSIBLE" TO BE NOTEDFOR SPACES DESIGNATED FORTHAT USE18"12"GREEN ILLUMINATINGTAPE (LETTERS)BLUE ILLUMINATINGTAPE (SYMBOL BLOCK)WHITE ILLUMINATINGTAPE (BACKGROUND)GREEN ILLUMINATINGTAPE (ARROW)GREEN ILLUMINATINGTAPE (BORDER)NOTES:1. SIGNS TO BE INSTALLED AND FABRICATEDIN ACCORDANCE WITH MUTCD, LATESTEDITION.2. DRIVE 2"X2" SOCKET A MINIMUM 3 FEETINTO GROUND. CONCRETE ENCASEMENTNOT REQUIRED.2"x2" STEELSOCKET SIGNPOSTSCALE:NONE3C-517HANDICAP PARKING SIGN60" MININSTALL AIRCRAFTTIEDOWN ANCHOR.SEE DETAIL, THIS SHEET.6" YELLOWRETROREFLECTIVE
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C517-MD.dwg Last Save: 2/24/2016 9:43 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 10:59 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSRSKRSKC-518MISCELLANEOUSDETAILSGeorgetown Utility SystemsYour Community Owned UtilityThe Architect/Engineer assumesresponsibility for appropriateuse of this standard.Georgetown Utility SystemsYour Community Owned UtilityThe Architect/Engineer assumesresponsibility for appropriateuse of this standard.Georgetown Utility SystemsYour Community Owned UtilityThe Architect/Engineer assumesresponsibility for appropriateuse of this standard.Georgetown Utility SystemsYour Community Owned UtilityThe Architect/Engineer assumesresponsibility for appropriateuse of this standard.Georgetown Utility SystemsYour Community Owned UtilityMO/DAY/YRMADE IN USAIRON WORKSEAST JORDANCOH(1) 1" (25mm) DIAHANDLING HOLE 2 9/16" [65mm] 4 1/2" [114mm] 32 3/16" DIA [818mm] 33 15/16" DIA [862mm] 30" DIA [762mm] 40 3/4" DIA [1035mm] 33 1/4" DIA [845mm] 1 1/2" [38mm]Ö V-142
0
1480
Z
1
4142001
2 32" DIA [813mm] 2" [51mm] 1 1/2" [38mm]ÖEASTJORDANIRONWORKSSTORM1 1/2" (38mm) LETTERS(RECESSED FLUSH)1 1/2" (38mm) LETTERS(RECESSED FLUSH) 2" [51mm](2) PICKBARSMADEINUSASEWERThe Architect/Engineer assumesresponsibility for appropriateuse of this standard.
GENERAL CONSTRUCTION NOTES
ELECTRICAL SAFETY NOTES
1.THE CONTRACTOR SHALL STAKE THE AIRFIELD LIGHTING SYSTEM, PRIOR TO
INSTALLATION OF ANY TRENCH, CABLE OR LIGHTING APPARATUS. THE INTENT IS
TO STAKE THE INSTALLATION AT THE LOCATIONS INDICATED, NOTING ANY
DEVIATION FROM PLAN DIMENSIONS TO THE ENGINEER PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL OBTAIN THE SERVICES OF AN EXPERIENCED AND
LICENSED SURVEYOR AND SHALL MAKE ANY SPACING ADJUSTMENTS PRIOR TO
INSTALLATION AT NO ADDITIONAL COST TO THE OWNER.
2.VERIFY EXACT PAVEMENT EDGE DIMENSIONS AND LAYOUT LIGHTING IN
ACCORDANCE WITH FAA AC REQUIREMENTS. SUBMIT TO ENGINEER FOR
APPROVAL PRIOR TO WORK. THIS WORK SHALL COINCIDE WITH THE INITIAL
SURVEY WORK.
3.THE CONTRACTOR SHALL FIELD MARK AND IDENTIFY TAXIWAY POINT OF
TANGENCY LOCATIONS WITH EMBEDDED BRASS MARKERS.
4.THE EXISTING AND THE PROPOSED LOCATIONS OF LIGHTING CABLES ARE
APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING
AND IDENTIFYING THE EXISTING LIGHTING CIRCUITS TO DETERMINE THEIR EXACT
ROUTING. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING
THE LIGHTING SYSTEMS IN A WORKING CONDITION UNTIL THE NEW LIGHTING
CIRCUITS HAVE BEEN INSTALLED AND TESTED. THE CONTRACTOR SHALL
PROACTIVELY AND EXPEDITIOUSLY ACCOMPLISH THIS CABLE IDENTIFICATION
WORK PRIOR TO PERFORMING ANY MODIFICATIONS TO THE LIGHTING CIRCUITS.
COORDINATE IDENTIFICATION WORK WITH THE OWNER AND ENGINEER AND MAKE
ALL CORRECTIONS, ADDITIONS, ETC. ON THE AS-BUILT DRAWINGS.
5.ALL ELECTRICAL CABLES SHALL BE CLEARLY IDENTIFIED, LABELED, AND TAGGED
AT ALL POINTS WHERE THEY ARE AVAILABLE FOR CONNECTIONS OR INSPECTION,
INCLUDING, BUT NOT LIMITED TO MANHOLES, HANDHOLES, PULL BOXES,
JUNCTION BOXES, AND LIGHT BASES.
6.THE CONTRACTOR SHALL PERFORM MEGGER TESTS ON EACH EXISTING
REGULATOR CIRCUIT PRIOR TO ANY WORK ON THE ELECTRICAL SYSTEM AND
EACH NEW AND EXISTING REGULATOR AFTER THE ACCEPTANCE TEST PERIOD.
MEGGER TESTING REQUIREMENTS SHALL BE SUBSIDIARY TO AND PAID FOR BY
L-108 PAY ITEMS.
7.THE CONTRACTOR SHALL SUBMIT HIS INITIAL MEGGER TEST REPORTS TO THE
OWNER AND ENGINEER PRIOR TO ANY WORK ON THE ELECTRICAL SYSTEM. THIS
REPORT SHALL BE APPROVED AND SIGNED BY THE OWNER PRIOR TO THE
CONTRACTOR PROCEEDING WITH HIS WORK.
8.THE CONTRACTOR SHALL CHECK THE LOAD ON EACH EXISTING REGULATOR
PRIOR TO ANY WORK ON THE ELECTRICAL SYSTEM AND EACH NEW AND EXISTING
REGULATOR AFTER THE ACCEPTANCE TEST PERIOD.
9.THE CONTRACTOR SHALL CALIBRATE EACH NEW AND EXISTING REGULATOR
FOLLOWING THE PERFORMED WORK.
10.LOCKOUT/TAGOUT AND CONSTANT CURRENT REGULATOR CALIBRATION
PROCEDURES SHALL BE PAID FOR BY SS-300 PAY ITEMS UNLESS OTHERWISE
NOTED.
11.CONDUITS AND DUCTS UNDER PAVED AREAS SHALL BE CONCRETE ENCASED.
12.CONDUITS AND DUCTS UNDER NON-PAVED AREAS SHALL BE NON-ENCASED,
UNLESS OTHERWISE NOTED.
13.DURING CONSTRUCTION, PROTECT ALL EQUIPMENT, DUCTS, CONDUITS, CABLES,
ETC. THAT ARE TO REMAIN IN PLACE.
14.THE CONTRACTOR SHALL STAKE THE PAPI LOCATIONS PRIOR TO ANY WORK. THE
CONTRACTOR SHALL OBTAIN THE SERVICES OF AN EXPERIENCED AND LICENSED
SURVEYOR AND SHALL VERIFY PAPI LOCATION FROM THRESHOLD BAR BASED
UPON THE PAPI OBSTACLE CLEARANCE SURFACE AND THE OBSTRUCTIONS
WITHIN THE AREA THAT ARE TO REMAIN. PAPI LOCATIONS SHALL BE CORRECTED
FOR RUNWAY LONGITUDINAL GRADIENT.
1.SERIES CIRCUITS CAN BE DANGEROUS AND/OR FATAL.
2.LOCKOUT/TAGOUT PROCEDURES SHALL BE FOLLOWED.
3.LIGHTING REGULATORS SHALL BE TURNED OFF, LOCKED, AND TAGGED OUT OF
SERVICE BEFORE ANY WORK IS DONE ON THE SERIES CIRCUIT.
4.THE ELECTRICAL RESISTANCE AND INSULATION INTEGRITY OF EACH MODIFIED
CIRCUIT SHALL BE TESTED BEFORE THE CIRCUIT IS ENERGIZED.
5.THE CONTRACTOR SHALL BE EXTREMELY CAREFUL WHILE EXCAVATING IN THE
AREA OF LIGHTING CIRCUITS. ALL CABLE WHICH IS NICKED OR DAMAGED
DURING EXCAVATION SHALL BE PROPERLY SPLICED OR THE LENGTH OF CABLE
REPLACED. A SPLICE MARKER SHALL BE INSTALLED AT ALL SPLICE LOCATIONS
MORE THAN 2' AWAY FROM A LIGHT OR SIGN. THE SPLICE MARKER SHALL BE
SUPPLIED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
R18
1.THE FAA ADVISORY CIRCULAR 150/5340-30H SECTION 12.6 STATES THAT EACH
LIGHT BASE SHALL BE GROUNDED AND THAT A GROUND ROD IS THE PRIMARY
METHOD. HOWEVER, THIS SITE MIGHT HAVE SHALLOW BEDROCK WHICH MAY
IMPEDE THE VERTICAL DRIVING OF GROUND RODS. SECTION 12.6 ALLOWS FOR
THE USE OF OTHER GROUNDING ELECTRODES, SUCH AS GROUND PLATES,
WHICH ARE ACCEPTABLE TO NEC ARTICLE 250.52. THE CONTRACTOR SHALL
SUBMIT BOTH GROUND RODS AND GROUND PLATES FOR REVIEW AND APPROVAL
BY THE ENGINEER. ON THE AS-BUILT DRAWINGS, THE CONTRACTOR SHALL
IDENTIFY THE TYPE INSTALLED AT THE RESPECTIVE LOCATIONS AND RECORD
THE GROUND RESISTANCE AS REQUIRED. SEE TECHNICAL SPECIFICATIONS FOR
ADDITIONAL INSTALLATION AND TESTING DETAILS. ALTERNATE GROUNDING
METHODS SHALL NOT CONSTITUTE A REASON FOR ADDITIONAL PAYMENT.
1.ALL WORK SHOWN ON DEMOLITION SHEETS IS INCLUDED IN THE BASE BID
UNLESS OTHERWISE NOTED.
2.ALL WORK SHOWN ON INSTALLATION SHEETS E-109 - E-115 IS INCLUDED IN THE
BASE BID. IN GENERAL, BASE BID WORK CONSISTS OF ELECTRICAL WORK
RELATED TO THE NEW TAXIWAY CONNECTORS, THE INSTALLATION OF HOLDING
POSITION SIGNS, THE INSTALLATION OF RUNWAY EXIT SIGNS, AND ELEVATED
REFLECTORS.
3.ALL WORK SHOWN ON INSTALLATION SHEETS E-116 - E-122 IS A SUMMATION OF
THE WORK REQUIRED FOR THE BASE BID AND ADDITIVE ALTERNATE 1. IN
GENERAL, ADDITIVE ALTERNATE 1 WORK CONSISTS OF INSTALLING
MEDIUM-INTENSITY TAXIWAY LIGHTING SYSTEMS ALONG TAXIWAYS A, J, AND L
AND THEIR ASSOCIATED CONNECTORS.
4.ALL WORK SHOWN ON INSTALLATION SHEETS E-123 AND E-124 SHALL BE
CONSIDERED PART OF THE BASE BID.GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E001-DT.dwg Last Save: 2/11/2016 3:22 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:09 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-001
ELECTRICAL
NOTES AND
LEGEND
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E001-DT.dwg Last Save: 2/11/2016 3:22 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:09 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-002
ELECTRICAL
KEYED NOTES
DEMOLITION KEYED NOTES:
REMOVE EXISTING STAKE-MOUNTED GUIDANCE SIGN. STORE GUIDANCE SIGN FOR RE-INSTALLATION.
ABANDON EXISTING DIRECT-BURIED CABLE.
ABANDON EXISTING ELECTRICAL DUCT BANK IN PLACE.
EXISTING REIL SYSTEM TO REMAIN. PROTECT DURING CONSTRUCTION.
EXISTING PAPI SYSTEM TO REMAIN. PROTECT DURING CONSTRUCTION.
EXISTING RUNWAY EDGE LIGHTS TO REMAIN. PROTECT DURING CONSTRUCTION. (TYPICAL)
EXISTING RUNWAY THRESHOLD LIGHTS TO REMAIN. PROTECT DURING CONSTRUCTION. (TYPICAL OF 4)
REMOVE EXISTING STAKE-MOUNTED GUIDANCE SIGN.
REMOVE EXISTING UNLIT STAKE-MOUNTED TAXIWAY GUIDANCE SIGN.
EXISTING FAA-OWNED AWOS EQUIPMENT TO REMAIN. PROTECT DURING CONSTRUCTION.
EXISTING FAA-OWNED POWER CABLE. LOCATE PRIOR TO AND PROTECT DURING CONSTRUCTION.
REMOVE EXISTING JUNCTION STRUCTURE. RESTORE DISTURBED AREA TO MATCH SURROUNDING AREA.
EXISTING FAA-OWNED REIL SYSTEM TO REMAIN. PROTECT DURING CONSTRUCTION.
REMOVE EXISTING STAKE-MOUNTED RUNWAY EDGE LIGHT. RETURN LIGHT TO THE AIRPORT.
EXISTING AIRPORT OWNED PAPI POWER CABLE. LOCATE COMPLETE PATH AND PROTECT DURING
CONSTRUCTION.
EXISTING DUCT BANK TO REMAIN. PROTECT DURING CONSTRUCTION.
EXISTING WIND CONE AND SEGMENTED CIRCLE TO REMAIN. PROTECT DURING CONSTRUCTION.
REMOVE EXISTING CIRCUIT. ABANDON CONDUIT IN PLACE.
EXISTING JUNCTION STRUCTURE TO REMAIN. PROTECT DURING CONSTRUCTION.
EXISTING REIL CIRCUIT TO REMAIN. PROTECT DURING CONSTRUCTION.
EXISTING FAA-OWNED REIL CIRCUIT TO REMAIN. PROTECT DURING CONSTRUCTION.
EXISTING GUIDANCE SIGN TO REMAIN. PROTECT DURING CONSTRUCTION.
EXISTING CIRCUIT TO REMAIN. PROTECT DURING CONSTRUCTION.
REMOVE AND STORE EXISTING L-867D JUNCTION CAN. RESTORE DISTURBED AREA TO MATCH
SURROUNDING AREA.
REMOVE RUNWAY LIGHTING CIRCUIT FROM EXISTING CONDUIT. CONDUIT TO REMAIN AND BE
PROTECTED DURING CONSTRUCTION.
REMOVE EXISTING CIRCUIT FROM EXISTING DUCT BANK. DUCT BANK TO REMAIN AND BE PROTECTED
DURING CONSTRUCTION.
ADDITIVE ALTERNATE 1 ONLY.
EXISTING ELECTRICAL VAULT TO REMAIN.
1
2
INSTALLATION KEYED NOTES:
INSTALL NEW L-861T TAXIWAY EDGE LIGHT. (TYPICAL)
CONSTRUCT NEW 2-WAY 2"C CONCRETE-ENCASED DUCT BANK. DUCT BANK SHALL CONVERT TO NON-ENCASED 3' PAST
PAVEMENT EDGE.
RE-INSTALL EXISTING L-858 MANDATORY HOLD SIGN ON NEW BASE.
INSTALL NEW L-858 BASE MOUNTED GUIDANCE SIGN.
INSTALL NEW CIRCUIT TRENCH TYPE "A". (TYPICAL OF ONE HASH MARK) SEE DETAIL 1 ON SHEET E-508.
INSTALL NEW CIRCUIT TRENCH TYPE "B". (TYPICAL OF TWO HASH MARKS) SEE DETAIL 1 ON SHEET E-508.
INSTALL NEW L-867D, 16" DIAMETER, CONCRETE-ENCASED JUNCTION STRUCTURE WITH CAPPED STUBOUTS AS INDICATED.
INSTALL NEW CIRCUIT TRENCH TYPE "C". (TYPICAL OF MORE THAN TWO HASH MARKS) SEE DETAIL 1 ON SHEET E-508.
INSTALL NEW L-881 PAPI SYSTEM.
INSTALL NEW CIRCUIT CABLES WITHIN EMPTY CONDUIT.
CONSTRUCT NEW 1-WAY 4"C DIRECTIONAL BORE. ROUTE NEW 2" CONDUIT AND COUNTERPOISE THROUGH 4" BORE SLEEVE.
INSTALL NEW PAPI CIRCUIT TRENCH TYPE "D". SEE DETAIL 1 ON SHEET E-508.
LEAVE OUT LAST LIGHT AT POINT OF TANGENCY.
CONSTRUCT NEW 2-WAY, 4"C DIRECTIONAL BORE. ROUTE NEW 2" CONDUIT AND COUNTERPOISE THROUGH 4" BORE SLEEVE.
INSTALL NEW SURGE ARRESTOR IN LINE WITH THE TAXIWAY A SERIES CIRCUIT. INSTALL BRASS INPAVEMENT MARKER ON
CONCRETE LIGHT BASE ENGRAVED WITH "SA".
PROVIDE 2" CAPPED STUBOUT(S) AS INDICATED AT LIGHT BASES.
INSTALL NEW CIRCUIT CABLES WITHIN EXISTING DUCT BANK TO VAULT.
INSTALL NEW L-861T TAXIWAY EDGE LIGHT, 63' FROM RUNWAY CENTERLINE. SEE DETAIL ON SHEET E-514.
INSTALL NEW SURGE ARRESTOR IN LINE WITH THE TAXIWAY J SERIES CIRCUIT. INSTALL BRASS INPAVEMENT MARKER ON
CONCRETE LIGHT BASE ENGRAVED WITH "SA".
CONSTRUCT NEW 2-WAY 2"C NON-ENCASED DUCT BANK.
INSTALL NEW DRAINABLE AGGREGATE AREA AT EACH INDICATED EDGE LIGHT. SEE DRAIN NOTE ON SHEET E-511, DETAIL 1,
NOTE 4.
INSTALL NEW L-861T TAXIWAY EDGE LIGHT ON SHALLOW, 18" DEEP BASE IN ORDER TO AVOID THE DRAINAGE STRUCTURE
OR DUCT BANK.
PROVIDE 0.53 SQUARE YARDS OF 4" DEEP 3500 PSI CONCRETE SLOPE PROTECTION BETWEEN THE LIGHTS INDICATED. THE
CONCRETE SHALL BE SUBSIDIARY TO THE LIGHT BASE PAY ITEM.
CONNECT NEW 2" CONDUIT TO EXISTING PAPI SYSTEM. THIS COST SHALL BE SUBSIDIARY TO NON-ENCASED 1W-2" CONDUIT
PAY ITEM.
CONSTRUCT NEW 1W-2"C CONCRETE-ENCASED CONDUIT. INSTALL NEW GROUND RODS AND DUCT MARKERS.
INSTALL NEW 600V WATERPROOF SPLICE KIT TO CONNECT NEW PAPI CIRCUIT CONDUCTORS TO EXISTING PAPI
CONDUCTORS. THIS COST SHALL BE SUBSIDIARY TO THE #6 AWG 600V CABLE PAY ITEM.
INSTALL NEW WATERTIGHT CONDUIT ENTRANCE FOR THE EXISTING PAPI POWER CABLE. THIS SHALL BE CONSIDERED
SUBSIDIARY TO THE NON-ENCASED 1-WAY 2" CONDUIT PAY ITEM.
EXISTING AWOS EQUIPMENT AND POWER PANEL SERVING THE RUNWAY 18 PAPI. PROTECT DURING CONSTRUCTION.
EXISTING DEB RUNWAY 18 PAPI POWER CABLE. PROTECT DURING CONSTRUCTION.
INSTALL NEW L-853 STAKE MOUNTED REFLECTOR. (TYPICAL)
RE-INSTALL EXISTING L-867D CONCRETE-ENCASED JUNCTION STRUCTURE.
DETERMINE END OF EXISTING DIRECTIONALLY BORED CONDUIT AND EXTEND WITH NEW 2W-4"C CONCRETE ENCASED DUCT
BANK TO 3' PAST PAVEMENT EDGE.
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110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00121+00122+00RSARSARSARSARSARSARSARGRGRGRGYWYWYWYWYW1SAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E101-SL.dwg Last Save: 2/11/2016 3:27 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:09 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-101LIGHTINGREMOVAL IR/W 18-36T/W A
MATCHLINE TO SHEET E-1021256782234GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYEDNOTES, GENERAL CONSTRUCTIONNOTES, CAUTION NOTES,GROUNDING NOTE, AND ELECTRICALSAFETY NOTES.2.ALL CABLE REMOVAL SHALL BECONSIDERED SUBSIDIARY TOGUIDANCE SIGN REMOVAL.3.ALL WORK SHOWN SHALL BECONSIDERED PART OF THE BASE BIDUNLES OTHERWISE NOTED.142212231920
123+00124+00125+00126+00127+00128+00129+00130+00131+00132+00133+00134+00135+00136+00RSARSARSARSARSARSA34W-4"4W-4"2W-4"2W-4"H3H4WWWWWWWWWH1H5H6YYYYYFAAFAASAH2GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E101-SL.dwg Last Save: 2/29/2016 9:20 AM Last saved by: MCLeMayLast plotted by: LeMay, Matthew, C Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/29/2016 9:27 AM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-102LIGHTINGREMOVAL IIR/W 18-36T/W J TERMINAL APRONMATCHLINE TO SHEET E-101
MATCHLINE TO SHEET E-103MATCHLINE TO SHEET E-1061119988610623215182DEMARCATION POINTSTATION:126+50OFFSET:433'231619242616191919161919281922191925GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYEDNOTES, GENERAL CONSTRUCTIONNOTES, CAUTION NOTES,GROUNDING NOTE, AND ELECTRICALSAFETY NOTES.2.ALL CABLE REMOVAL SHALL BECONSIDERED SUBSIDIARY TOGUIDANCE SIGN REMOVAL.3.ALL WORK SHOWN SHALL BECONSIDERED PART OF THE BASE BIDUNLES OTHERWISE NOTED.4.ANY DISTURBANCE OF FAA OWNEDPROPERTY REQUIRES PRIORNOTIFICATION AND COORDINATIONWITH THE FAA ATO CONTACT, JESSETAMEZ (512) 369-7900. BEFORECONTRACTOR MAY CONTACT FAAATO, NOTIFICATION OF THEENGINEER AND OWNER MUST BEPROVIDED.10
137+00138+00139+00140+00141+00142+00143+00144+00145+00146+00147+00148+00149+00150+00151+00RS
ARSARS
ARSA
RS
A
RSARS
ARSARSARSARSA
RSARSARSA5D7DD14 132W-4"
2W-4"
2W-2"
2W-2"
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Y
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Y
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Y
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WWWWWWWWY
Y
YYYYSAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E101-SL.dwg Last Save: 2/11/2016 3:27 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:10 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-103LIGHTINGREMOVAL IIIR/W 18-36T/W LR/
W
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T/W LT/W G TERMINAL APRONMATCHLINE TO SHEET E-102
MATCHLINE TO SHEET E-104MATCHLINE TO SHEET E-106MATCHLINE TO SHEET E-107121998886622233332219191919191919222216161616162323232322727GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYEDNOTES, GENERAL CONSTRUCTIONNOTES, CAUTION NOTES,GROUNDING NOTE, AND ELECTRICALSAFETY NOTES.2.ALL CABLE REMOVAL SHALL BECONSIDERED SUBSIDIARY TOGUIDANCE SIGN REMOVAL.3.ALL WORK SHOWN SHALL BECONSIDERED PART OF THE BASE BIDUNLES OTHERWISE NOTED.
152+00153+00154+00155+00156+00157+00158+00159+00160+00161+00162+00RSARSARSARSARSARSA10DD92W-4"2W-4"RGRGRGRGYWYWYWYWFAA FAAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E101-SL.dwg Last Save: 2/11/2016 3:27 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:10 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-104LIGHTINGREMOVAL IVR/W 18-36T/W G
T/W L T/W LMATCHLINE TO SHEET E-103 9288612113723231919192216162123272727272727GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYEDNOTES, GENERAL CONSTRUCTIONNOTES, CAUTION NOTES,GROUNDING NOTE, AND ELECTRICALSAFETY NOTES.2.ALL CABLE REMOVAL SHALL BECONSIDERED SUBSIDIARY TOGUIDANCE SIGN REMOVAL.3.ALL WORK SHOWN SHALL BECONSIDERED PART OF THE BASE BIDUNLES OTHERWISE NOTED.
210+00RSARSARSARSARSARSARSA112W-4"RGRGRGRGYWYWYWYWYWWYSAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E101-SL.dwg Last Save: 2/11/2016 3:27 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:10 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-105LIGHTINGREMOVAL VR/W 11-29T/W J
T/W JMATCHLINE TO SHEET E-106826617232191916232727GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYEDNOTES, GENERAL CONSTRUCTIONNOTES, CAUTION NOTES,GROUNDING NOTE, AND ELECTRICALSAFETY NOTES.2.ALL CABLE REMOVAL SHALL BECONSIDERED SUBSIDIARY TOGUIDANCE SIGN REMOVAL.3.ALL WORK SHOWN SHALL BECONSIDERED PART OF THE BASE BIDUNLES OTHERWISE NOTED.
134+00135+00136+00137+00138+00139+00140+00RSARSARSARSARSARSARSARSARSA RSARSA
3DD4D6122W-4
"2W-2"2W-4"2W-2"2W-4"2W-4
"61WWWWWWWWWWWWWWWWWWH5DYYYYYY2W-2
"2W-4
"SASA2W-2"SAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPFile: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E101-SL.dwg Last Save: 2/11/2016 3:27 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:10 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-106LIGHTINGREMOVAL VIR/W 11-29T/W
K
R/W 18-36T/W
JT/W JMATCHLINE TO SHEET E-105
MATC
H
LI
N
E
T
O
S
H
E
E
T
E-102
MATC
H
LI
N
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T
O
S
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E
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T
E-1036266 69918823332219191919191919192222232316162317231623161619272727272727GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYEDNOTES, GENERAL CONSTRUCTIONNOTES, CAUTION NOTES,GROUNDING NOTE, AND ELECTRICALSAFETY NOTES.2.ALL CABLE REMOVAL SHALL BECONSIDERED SUBSIDIARY TOGUIDANCE SIGN REMOVAL.3.ALL WORK SHOWN SHALL BECONSIDERED PART OF THE BASE BIDUNLES OTHERWISE NOTED.
RSARSARSARSARSA15132W-2"2W-2"RGRGRGRGYWYWYWSAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E101-SL.dwg Last Save: 2/11/2016 3:27 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:10 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-107(IN FEET)025'50'100'150'KEY MAPLIGHTINGREMOVAL VIIR/W 11-29T/W M TERMINAL APRONMATCHLINE TO SHEET E-1036
2871223191923162727GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYEDNOTES, GENERAL CONSTRUCTIONNOTES, CAUTION NOTES,GROUNDING NOTE, AND ELECTRICALSAFETY NOTES.2.ALL CABLE REMOVAL SHALL BECONSIDERED SUBSIDIARY TOGUIDANCE SIGN REMOVAL.3.ALL WORK SHOWN SHALL BECONSIDERED PART OF THE BASE BIDUNLES OTHERWISE NOTED.
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E108-SL.dwg Last Save: 2/23/2016 6:09 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:10 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-108(IN FEET)05'30'20'10'KEY MAPUTILITYREMOVALGENERAL NOTES:1.SEE SHEET E-001 FOR LEGEND, ABBREVIATIONS,GENERAL CONSTRUCTION NOTES, CAUTIONNOTES, ELECTRICAL SAFETY NOTES, ANDGROUNDING NOTE.2.COORDINATE ALL NECESSARY ELECTRICALUTILITY REMOVAL WORK WITH GEORGETOWNUTILITY SYSTEMS PRIOR TO CONSTRUCTION.3.SEE NEW PARKING LOT LAYOUT ON SHEET E-123.4.THE CONTRACTOR'S WORK SHALL BE LIMITEDTO THE REMOVAL OF THE METER BASES ANDASSOCIATED CONDUIT FROM THE EXTERIOR OFTHE STORAGE STRUCTURE.EXISTING UTILITY POWER POLE TO REMAIN.UTILITY WILL REMOVE EXISTING UTILITY OVERHEAD PRIMARY.EXISTING UTILITY OVERHEAD PRIMARY TO REMAIN.UTILITY WILL REMOVE EXISTING PRIMARY CONDUCTORS, EXISTING UTILITY POWER POLE, FILLHOLE, AND RESTORE AREA.UTILITY WILL REMOVE EXISTING UTILITY UNDERGROUND PRIMARY. EXISTING ELECTRICAL DUCTBANK TO REMAIN.UTILITY WILL REMOVE EXISTING UTILITY OVERHEAD SECONDARY.EXISTING PAD-MOUNTED TRANSFORMER TO REMAIN.EXISTING ELECTRICAL DUCT BANK TO REMAIN.EXISTING JUNCTION STRUCTURE TO REMAIN.UTILITY WILL DISCONNECT EXISTING SECONDARY CONDUCTORS FROM THE EXISTING MAINDISCONNECT. MAIN DISCONNECT TO REMAIN.REMOVE AND DISPOSE OF EXISTING METER BASE. UTILITY WILL REMOVE METER FROM EXISTINGMETER BASE FOR RE-INSTALLATION ON NEW METER BASE.EXISTING TERMINAL DISCONNECT TO REMAIN.UTILITY WILL DISCONNECT EXISTING SECONDARY CONDUCTORS FROM THE EXISTING POWERPANEL. POWER PANEL TO REMAIN.REMOVE EXISTING JET-A FUEL FARM CIRCUIT BACK TO PANEL. REMOVE 3-POLE BREAKERS FROMPANEL. ALL OTHER CIRCUITS TO REMAIN.UTILITY WILL REMOVE EXISTING PRIMARY CONDUCTORS, EXISTING UTILITY POWER POLE, UTILITYTRANSFORMER, UTILITY METER, FILL HOLE, AND RESTORE AREA.CABLE UTILITY WILL REMOVE EXISTING OVERHEAD CABLE.EXISTING CABLE TERMINATION POINT TO REMAIN. PROTECT DURING CONSTRUCTION.UTILITY WILL REMOVE EXISTING METER.UTILITY WILL REMOVE EXISTING UNDERGROUND FIBER CABLES.EXISTING FIBER TERMINATION POINT TO REMAIN. PROTECT DURING CONSTRUCTION.REMOVE AND DISPOSE OF EXISTING METER BASE. RETURN METER TO UTILITY. REMOVE ANDDISPOSE OF POWERLINE CARRIER ENCLOSURE.ABANDON EXISTING ELECTRICAL SECONDARY IN PLACE.1234KEYED NOTES:1514422235656678899897101112131410101111211314TERMINALBUILDINGSTORAGESTRUCTUREDUMPSTERPARKING LOTTERMINAL DRIVEAPRON15161219PROPOSED PARKING LOT41820171819202221221716
110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00121+00122+00RSARSARSARSARSARSARSA2 EQ. SP.@ 49.45'2 EQ. SP.@ 37.74'2 EQ. SP.@ 34.59'2 EQ. SP.@ 43.30'2 EQ. SP.@ 49.39'50'161DD63RGRGRGRG
YWYWYWYW50'3 EQ. SP.@ 191.94'50'3 EQ. SP.@ 192.02'3 EQ. SP.@ 36.09'2 EQ. SP.@ 49.45'2 EQ. SP.@ 37.74'1 EQ. SP.@ 11.60'2 EQ. SP.@ 31.62'2 EQ. SP.@ 37.74'2 EQ. SP.@ 37.74'1 EQ. SP.@ 18.55'1 EQ. SP.@ 18.55'2 EQ. SP.@ 35.22'1 EQ. SP.@ 18.55'1 EQ. SP.@ 18.55'2 EQ. SP.@ 37.74'2W-2"2 EQ. SP.@ 35.22'1 EQ. SP.@ 18.55'1 EQ. SP.@ 18.55'1 EQ. SP.@ 11.60'2W-2"50'50'29
2 EQ. SP.@ 35.22'2 EQ. SP.@ 38.50'2 EQ. SP.@ 35.87'3 EQ. SP.@ 49.93'ALIGN2W-2"ALIGN1 EQ. SP.@ 34.17'1 EQ. SP.@ 18.52'2 EQ. SP.@ 38.50'ALIGNALIGNDSAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E109-SL.dwg Last Save: 2/11/2016 4:39 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:11 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-109(IN FEET)025'50'100'150'KEY MAPR/W 18-36T/W A T/W B
MATCHLINE TO SHEET E-110747722230CIRCUIT LEGEND:R18RUNWAY 18-36 CIRCUITP18PAPI 18 CIRCUITR18R18R18R18R1820R18GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID.P1812247P18R1844303030303303066552030T/W AT/W A1LIGHTINGINSTALLATIONPLAN I(BASE BID)6R18
123+00124+00125+00126+00127+00128+00129+00130+00131+00132+00133+00134+00135+00136+00RSARSARSARSARSARSA2 EQ. SP.@ 37.74'2 EQ. SP.@ 27.97'2 EQ. SP.@ 30.89'2 EQ. SP.@ 40.68'50'3 EQ. SP.@ 87.65'2 EQ. SP.@ 49.45'2 EQ. SP.@ 39.14'2 EQ. SP.@ 39.14'2 EQ. SP.@ 37.74'50'50'3 EQ. SP.@ 87.65'2 EQ. SP.@ 49.45'1 EQ. SP.@ 29.50'2 EQ. SP.@ 49.26'3 EQ. SP.@ 33.42'2 EQ. SP.@ 37.74'2 EQ. SP.@ 36.35'2 EQ. SP.@ 36.48'2 EQ. SP.@ 25.98'2 EQ. SP.@ 27.20'2 EQ. SP.@ 37.74'2 EQ. SP.@ 37.74'4 EQ. SP.@ 39.31'2 EQ. SP.@ 49.45'2 EQ. SP.@ 49.39'4 EQ. SP.@ 38.94'2 EQ. SP.@ 49.45'39381728 232 EQ. SP.@ 49.60'50'4 EQ. SP.@ 67.30'2 EQ. SP.@ 49.45'2 EQ. SP.@ 37.74'1 EQ. SP.@ 4.38'1 EQ. SP.@ 4.38'2 EQ. SP.@ 37.74'4W-4"4W-4"2W-4"2W-4"2W-2"2 EQ. SP.@ 37.74'1 EQ. SP.@ 17.27'1 EQ. SP.@ 15.46'50'3 EQ. SP.@ 76.97'D2W-2"2W-2"H3H4WWWWWWWWWH1H5H6YYYYY2 EQ. SP.@ 27.972 EQ. SP.@ 24.82'2 EQ. SP.@ 37.74'1 EQ. SP.@ 18.54'1 EQ. SP.@ 18.54'2 EQ. SP.@ 35.30'2 EQ. SP.@ 49.44'2 EQ. SP.@ 37.74'1 EQ. SP.@ 18.54'1 EQ. SP.@ 18.54'2 EQ. SP.@ 35.30'2 EQ. SP.@ 37.74'2 EQ. SP.@ 49.45'1 EQ. SP.@ 29.50'3 EQ. SP.@ 33.45'50'FAAFAA2 EQ. SP.@ 37.74'1W-2"ALIGN
ALIGN
B
B
6665BDDD
2W-2"SAH2DHGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 18-36T/W J TERMINAL APRONT/W D
T/W C
T/W ET/W AT/W AT/W AMATCHLINE TO SHEET E-109
MATCHLINE TO SHEET E-111MATCHLINE TO SHEET E-11474444444222ELECTRICALVAULTCIRCUIT LEGEND:R18RUNWAY 18-36 CIRCUITP18PAPI 18 CIRCUITR18R18R18R18R18FUEL FARMP18P18P18P181277122526272829235'35'20'20'R18R18R187773R183132R18R181010R1866655553030303030303030303030T/W A1File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E109-SL.dwg Last Save: 2/11/2016 4:39 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:11 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-110LIGHTINGINSTALLATIONPLAN II(BASE BID)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID.R18R18R18
137+00138+00139+00140+00141+00142+00143+00144+00145+00146+00147+00148+00149+00150+00151+00RS
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2W-2"2 EQ. SP.@ 24.27'2 EQ. SP.@ 19.92'3 EQ. SP.@ 49.73'2 EQ. SP.@ 12.41'50'2 EQ. SP.@ 193.88'2 EQ. SP.@ 31.45'1 EQ. SP.@ 29.45'2 EQ. SP.@ 31.68'3 EQ. SP.
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BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 18-36T/W LR/
W
1
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9
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36R11R115File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E109-SL.dwg Last Save: 2/11/2016 4:39 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:11 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-111LIGHTINGINSTALLATIONPLAN III(BASE BID)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID.
152+00153+00154+00155+00156+00157+00158+00159+00160+00161+00162+00RSARSARSARSARSARSADD92W-4"2W-4"2 EQ. SP.@ 33.16'3 EQ. SP.@ 24.36'2 EQ. SP.@ 31.95'2 EQ. SP.@ 31.81'3 EQ. SP.@ 24.99'2 EQ. SP.@ 62.07'2 EQ. SP.@ 39.08'50'50'3 EQ. SP.@ 167.83'3 EQ. SP.@ 42.18'2 EQ. SP.
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GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 18-36T/W G
T/W L T/W LMATCHLINE TO SHEET E-11130 30303030303036CIRCUIT LEGEND:R18RUNWAY 18-36 CIRCUITR18File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E109-SL.dwg Last Save: 2/11/2016 4:39 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:11 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-112LIGHTINGINSTALLATIONPLAN IV(BASE BID)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID.
210+00RSARSARSARSARSARSARSA2 EQ. SP.@ 27.50'2 EQ. SP.@ 41.83'1 EQ. SP.@ 24.73'3 EQ. SP.@ 24.50'50'3 EQ. SP.@ 88.15'2 EQ. SP.@ 32.51'3 EQ. SP.@ 23.85'8 EQ. SP.@ 182.22'50'8 EQ. SP.@ 182.22'2W-4"5 EQ. SP.@ 62.48'4 EQ. SP.@ 46.09'1 EQ. SP.@ 24.53'2 EQ. SP.@ 41.83'RRGRGRGRGYWYWYWYWYWW11Y50'50'ALIGNSAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 11-29T/W J
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MCLJKSE-113LIGHTINGINSTALLATIONPLAN V(BASE BID)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID.
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BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 11-29T/W
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MCLJKSE-114LIGHTINGINSTALLATIONPLAN VI(BASE BID)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID.
RSARSARSARSARSARSARSARSA2 EQ. SP.@ 26.34'2 EQ. SP.@ 38.20'2 EQ. SP.@ 28.47'2 EQ. SP.@ 24.48'4 EQ. SP.@ 45.00'2 EQ. SP.@ 29.08'1 EQ. SP.@ 37.89'3 EQ. SP.@ 24.05'2 EQ. SP.@ 25.04'4 EQ. SP.@ 17.84'3 EQ. SP.@ 27.31'3 EQ. SP.@ 46.07'2 EQ. SP.@ 27.42'2 EQ. SP.@ 27.42'1 EQ. SP.@ 20.73'2 EQ. SP.@ 29.44'50'50'
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1 EQ. SP.@ 22.90'ALIGNSAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPBASIS R/W 11-29T/W M TERMINAL APRONMATCHLINE TO SHEET E-111
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MCLJKSE-115LIGHTINGINSTALLATIONPLAN VII(BASE BID)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID.
110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00121+00122+00RSARSARSARSARSARSARSA2 EQ. SP.@ 49.45'2 EQ. SP.@ 37.74'2 EQ. SP.@ 34.59'2 EQ. SP.@ 43.30'2 EQ. SP.@ 49.39'50'1623201DD18
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2 EQ. SP.@ 35.22'SASASA2 EQ. SP.@ 38.50'1W-4"2 EQ. SP.@ 35.87'3 EQ. SP.@ 49.93'ALIGN2W-2"TTTALIGN1 EQ. SP.@ 34.17'1 EQ. SP.@ 18.52'2 EQ. SP.@ 38.50'ALIGNALIGNTDSAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 18-36T/W A T/W B
T/W AMATCHLINE TO SHEET E-11774 441111217722255566441111151515161616161818161676CIRCUIT LEGEND:R18RUNWAY 18-36 CIRCUITTATAXIWAY A CIRCUITP18PAPI 18 CIRCUITR18R18R18R18R18TATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATA20R182121214GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID AND ADDITIVEALTERNATE 1.P1812245635'7P18711R18R18T/W A1File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E116-SL.dwg Last Save: 2/11/2016 4:39 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:11 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-116LIGHTINGINSTALLATIONPLAN I(ADDITIVEALTERNATE 1)16183
123+00124+00125+00126+00127+00128+00129+00130+00131+00132+00133+00134+00135+00136+00RSARSARSARSARSARSA2 EQ. SP.@ 37.74'2 EQ. SP.@ 27.97'2 EQ. SP.@ 30.89'2 EQ. SP.@ 40.68'50'3 EQ. SP.@ 87.65'2 EQ. SP.@ 49.45'2 EQ. SP.@ 39.14'2 EQ. SP.@ 39.14'2 EQ. SP.@ 37.74'50'50'3 EQ. SP.@ 87.65'2 EQ. SP.@ 49.45'1 EQ. SP.@ 29.50'2 EQ. SP.@ 49.26'3 EQ. SP.@ 33.42'2 EQ. SP.@ 37.74'2 EQ. SP.@ 36.35'2 EQ. SP.@ 36.48'2 EQ. SP.@ 25.98'2 EQ. SP.@ 27.20'2 EQ. SP.@ 37.74'2 EQ. SP.@ 37.74'4 EQ. SP.@ 39.31'2 EQ. SP.@ 49.45'2 EQ. SP.@ 49.39'4 EQ. SP.@ 38.94'2 EQ. SP.@ 49.45'39381728 226 25324 2221
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BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 18-36T/W J TERMINAL APRONT/W D
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MCLJKSE-117LIGHTINGINSTALLATIONPLAN II(ADDITIVEALTERNATE 1)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID AND ADDITIVEALTERNATE 1.25'
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GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 18-36T/W LR/
W
1
1
-
2
9
T/W LT/W G TERMINAL APRONT/W FT/W AMATCHLINE TO SHEET E-110
MATCHLINE TO SHEET E-119MATCHLINE TO SHEET E-121MATCHLINE TO SHEET E-122443444344111117777666655910108284410141313131314131519151516161616161516881010CIRCUIT LEGEND:R11RUNWAY 11-29 CIRCUITR18RUNWAY 18-36 CIRCUITTATAXIWAY A CIRCUITTJTAXIWAY J CIRCUITP11PAPI 11-29 CIRCUITTATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATAR11R11R11R11TATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJP11P11P11P11P11212121212123TA2222420'R11R1154R114R18R1177T/W FTA4File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E116-SL.dwg Last Save: 2/11/2016 4:39 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:12 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-118LIGHTINGINSTALLATIONPLAN III(ADDITIVEALTERNATE 1)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID AND ADDITIVEALTERNATE 1.TATATA
152+00153+00154+00155+00156+00157+00158+00159+00160+00161+00162+00RSARSARSARSARSARSADD92W-4"2W-4"2 EQ. SP.@ 33.16'3 EQ. SP.@ 24.36'2 EQ. SP.@ 31.95'2 EQ. SP.@ 31.81'3 EQ. SP.@ 24.99'2 EQ. SP.@ 62.07'2 EQ. SP.@ 39.08'50'50'3 EQ. SP.@ 167.83'3 EQ. SP.@ 42.18'2 EQ. SP.
@ 46.42'4 EQ. SP.@ 42.17'2 EQ. SP.
@ 46.14'6 EQ. SP.@ 67.33'5255
56RGRGRGRGYWYWYWYWFAAFAA FAAFAA FAA103 EQ. SP.@ 167.83'4 EQ. SP.@ 38.04'50'50'SASA2 EQ. SP.@ 36.08'1 EQ. SP.@ 45.40'ALIGNALIGNTTT35'
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 18-36T/W G
T/W L T/W LMATCHLINE TO SHEET E-118
464411111366610551051515131616131616CIRCUIT LEGEND:R18RUNWAY 18-36 CIRCUITTATAXIWAY A CIRCUITR18TATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATATA2121212122R18R186File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E116-SL.dwg Last Save: 2/11/2016 4:39 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:12 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-119LIGHTINGINSTALLATIONPLAN IV(ADDITIVEALTERNATE 1)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID AND ADDITIVEALTERNATE 1.TA
210+00RSARSARSARSARSARSARSA2 EQ. SP.@ 27.50'2 EQ. SP.@ 41.83'1 EQ. SP.@ 24.73'3 EQ. SP.@ 24.50'50'3 EQ. SP.@ 88.15'2 EQ. SP.@ 32.51'3 EQ. SP.@ 23.85'8 EQ. SP.@ 182.22'50'8 EQ. SP.@ 182.22'57 2W-4"5 EQ. SP.@ 62.48'4 EQ. SP.@ 46.09'1W-4"1 EQ. SP.@ 24.53'2 EQ. SP.@ 41.83'RRGRGRGRGYWYWYWYWYWW11Y50'50'SASAALIGNTTTTSAGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 11-29T/W J
T/W JMATCHLINE TO SHEET E-1213649 11165510111919161613165CIRCUIT LEGEND:R11RUNWAY 11-29 CIRCUITTJTAXIWAY J CIRCUITP11PAPI 11-29 CIRCUITR11R11P11TJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJ21212121R11File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E116-SL.dwg Last Save: 2/11/2016 4:39 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:12 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-120LIGHTINGINSTALLATIONPLAN V(ADDITIVEALTERNATE 1)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID AND ADDITIVEALTERNATE 1.
134+00135+00136+00137+00138+00139+00140+00RSARSARSARSARSARSARSARSARSA RSARSA
2 EQ. SP.@ 36.35'2 EQ. SP.@ 36.48'2 EQ. SP.@ 25.98'2 EQ. SP.@ 27.20'50'2 EQ. SP.@ 47.25'3 EQ. SP.@ 23.08'5 EQ. SP.@ 40.79'2 EQ. SP.@ 35.51'4 EQ. SP
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BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPR/W 11-29T/W
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E-118644 4444477115566106106610666191913161316131613165CIRCUIT LEGEND:R11RUNWAY 11-29 CIRCUITR18RUNWAY 18-36 CIRCUITTJTAXIWAY J CIRCUITP11PAPI 11-29 CIRCUITR11R11P11P11P11P11P11P11TJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJ2121212121TJTJTJ3R11R11R18R186File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E116-SL.dwg Last Save: 2/11/2016 4:39 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:12 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-121LIGHTINGINSTALLATIONPLAN VI(ADDITIVEALTERNATE 1)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID AND ADDITIVEALTERNATE 1.
RSARSARSARSARSARSARSARSA2 EQ. SP.@ 26.34'2 EQ. SP.@ 38.20'2 EQ. SP.@ 28.47'2 EQ. SP.@ 24.48'4 EQ. SP.@ 45.00'2 EQ. SP.@ 29.08'1 EQ. SP.@ 37.89'3 EQ. SP.@ 24.05'2 EQ. SP.@ 25.04'4 EQ. SP.@ 17.84'3 EQ. SP.@ 27.31'3 EQ. SP.@ 46.07'2 EQ. SP.@ 27.42'2 EQ. SP.@ 27.42'1 EQ. SP.@ 20.73'2 EQ. SP.@ 29.44'50'50'
3 EQ. SP.
@ 67.88'41DD2W-2"2W-2"2 EQ. SP.@ 24.27'2 EQ. SP.@ 19.92'50'2 EQ. SP.@ 31.45'1W-4"1W-4"1W-4"1W-4"DD2W-2"40464849L=784.14'PROPOSED PAPI DISTANCEFROM RUNWAY THRESHOLDHEIGHT GROUP 1, TCH=40'LOWEST ON-COURSE AIMING$1*/( */,'(6/23( RGRGRGRGRGRGRGRGYWYWYWYWYWYW132 EQ. SP.@ 41.47'50'2 EQ. SP.
@ 38.20'2 EQ. SP.@ 50.70'2 EQ. SP.@ 50.70'2 EQ. SP.@ 35.11'2 EQ. SP.@ 44.45'3 EQ. SP.@ 34.42'3 EQ. SP.@ 34.42'3 EQ. SP.@ 36.48'SASAALIGNALIGNALIGN
1 EQ. SP.@ 22.90'ALIGNTTTTTTSA68GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016(IN FEET)025'50'100'150'KEY MAPBASIS R/W 11-29T/W M TERMINAL APRONMATCHLINE TO SHEET E-118
SOUTHEAST
CORPORATE
APRON
3114477111511116111065651916161616161316161616CIRCUIT LEGEND:R11RUNWAY 11-29 CIRCUITTJTAXIWAY J CIRCUITR11R11TJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJTJ212121TJ6R11T/W FTJ4File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E116-SL.dwg Last Save: 2/11/2016 4:39 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:12 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-122LIGHTINGINSTALLATIONPLAN VII(ADDITIVEALTERNATE 1)GENERAL NOTES:1.SEE SHEETS E-001 AND E-002 FORLEGEND, ABBREVIATIONS, KEYED NOTES,GENERAL CONSTRUCTION NOTES,CAUTION NOTES, GROUNDING NOTE,AND ELECTRICAL SAFETY NOTES.2.THIS SHEET SHOWS WORK ASSOCIATEDWITH THE BASE BID AND ADDITIVEALTERNATE 1.
H1H2HHAH2W-4"1W-2
"
1W-2"MM4W-2"2W-2"B1W-3"4W-3"2W-4"GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E123-SL.dwg Last Save: 2/29/2016 9:25 AM Last saved by: MCLeMayLast plotted by: LeMay, Matthew, C Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/29/2016 9:27 AM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-123(IN FEET)05'30'20'10'KEY MAPPARKING LOTLIGHTINGINSTALL NEW POLE MOUNTED LIGHT FIXTURES. SEE LIGHT FIXTURESCHEDULE ON SHEET E-518 FOR MORE DETAILS. PROVIDE STUBOUT WHEREINDICATED.CONSTRUCT NEW 1-WAY 1"C NON-ENCASED CONDUIT WITH SAWCUT REPAIR.INSTALL NEW CIRCUIT CONTAINING 2 #10 AWG CONDUCTORS, 1 #10 AWGNEUTRAL, AND 1# 10 AWG EQUIPMENT GROUND.CONSTRUCT NEW 1-WAY 1"C NON-ENCASED CONDUIT. INSTALL NEW CIRCUITCONTAINING 2 #10 AWG CONDUCTORS, 1 #10 AWG NEUTRAL, AND 1# 10 AWGEQUIPMENT GROUND.INSTALL NEW EXTRA HEAVY DUTY RATED HANDHOLE WITH STUBOUTSINDICATED. MINIMUM 2"C CAPPED WATERTIGHT FOR EACH SHOWN.CONNECT NEW HANDHOLE TO EXISTING 3-1/2"C STUBOUT.INSTALL NEW MATCHING STYLE/TYPE 2-POLE BREAKER FOR NEW PARKINGLOT LIGHTING CIRCUIT IN EXISTING PANEL "A".OVERHEAD PRIMARY POWER CONDUCTORS, FIBER LINES, AND COAXIALCABLE TO BE INSTALLED BY UTILITY.POWER POLE WILL BE INSTALLED BY UTILITY.CONTRACTOR SHALL CONSTRUCT NEW 1-WAY 2"C NON-ENCASED CONDUITWITH SAWCUT REPAIR. UTILITY WILL INSTALL NEW UNDERGROUND PRIMARYCONDUCTORS.CONTRACTOR SHALL INSTALL NEW FOUNDATION AND PROVIDE ALLAPPURTENANCES FOR NEW PAD-MOUNTED TRANSFORMER ACCORDING TONEW UTILITY STANDARDS. UTILITY WILL PROVIDE THE TRANSFORMER ANDCONNECT TO NEW PRIMARY AND SECONDARY CONDUCTORS.EXISTING UTILITY POWER POLE TO REMAIN.CONTRACTOR SHALL INSTALL NEW FOUNDATION AND PROVIDE ALLAPPURTENANCES FOR NEW PAD-MOUNTED SWITCH ACCORDING TO UTILITYSTANDARDS. UTILITY WILL PROVIDE THE SWITCH AND CONNECT TO NEWPRIMARY CONDUCTORS.EXISTING UTILITY OVERHEAD PRIMARY TO REMAIN.INSTALL NEW 1"C GRSC CONDUIT WITH CIRCUIT. CIRCUIT SHALL CONTAIN 2#10 AWG CONDUCTORS, 1 #10 AWG NEUTRAL, AND 1# 10 AWG EQUIPMENTGROUND.INSTALL NEW NEMA 1 JUNCTION BOX INSIDE ELECTRICAL ROOM ANDCONNECT EXISTING 3-1/2" CONDUIT STUBOUT AND NEW 1" CONDUIT.CONTRACTOR SHALL CONSTRUCT NEW 2-WAY 4"C NON-ENCASED DUCT BANK.UTILITY WILL INSTALL NEW UNDERGROUND PRIMARY CONDUCTORS.UTILITY WILL INSTALL NEW PRIMARY CONDUCTORS IN EXISTING DUCT.UTILITY WILL CONNECT NEW PRIMARY CONDUCTORS TO EXISTING PADMOUNTED TRANSFORMER.INSTALL NEW H-20 RATED HANDHOLE. UTILITY WILL INSTALL NEWUNDERGROUND PRIMARY CONDUCTORS. SEE DETAIL ON SHEET E-522.CONTRACTOR SHALL CONSTRUCT NEW 4-WAY 2"C NON-ENCASED DUCT BANK.UTILITY WILL INSTALL NEW FIBER CONNECTING TO EXISTING FIBERTERMINATION POINT.INSTALL NEW CONCRETE BOLLARD. SEE UTILITY DETAILS. CONTRACTORSHALL COORDINATE LOCATIONS OF BOLLARDS PRIOR TO INSTALLATION.CONTRACTOR SHALL CONSTRUCT NEW 1-WAY 3"C NON-ENCASED CONDUIT.INSTALL NEW CIRCUIT CONTAINING 3 #4 AWG CONDUCTORS AND 1 #4 AWGNEUTRAL.CONTRACTOR SHALL INSTALL NEW METER BASE. UTILITY WILL RE-INSTALLEXISTING METER IN NEW BASE AND CONNECT TO NEW SECONDARYCONDUCTORS.CONTRACTOR SHALL CONSTRUCT NEW 1-WAY 3"C NON-ENCASED CONDUIT.INSTALL NEW CIRCUIT CONTAINING 3 #6 AWG CONDUCTORS AND 1 #6 AWGNEUTRAL.CONTRACTOR SHALL CONSTRUCT NEW 1-WAY 2"C NON-ENCASED CONDUIT.UTILITY WILL INSTALL NEW UNDERGROUND PRIMARY CONDUCTORS.CONVERT EXISTING 120/240, 3 ELECTRICAL PANEL TO 120/240, 1ELECTRICAL PANEL VIA WALL PENETRATION. SEAL WITH DUCT SEAL.INSTALL NEW 60A/2P BREAKER IN EXISTING POWER PANEL "B". PROVIDE NEWCABLE THROUGH EXISTING WIREWAY INSIDE STRUCTURE TO RE-FEEDEXISTING JET-A FUEL FARM POWER PANEL. SEE ONE-LINE DIAGRAM ON SHEETE-518.CONTRACTOR SHALL CONSTRUCT NEW 1-WAY 3"C NON-ENCASED CONDUIT.CABLE UTILITY WILL INSTALL NEW COAXIAL CABLE.CONTRACTOR SHALL CONSTRUCT NEW 1-WAY 3"C NON-ENCASED CONDUITWITH SAWCUT REPAIR. UTILIZE ONLY LONG SWEEP ELBOWS FOR TURNS.CABLE UTILITY WILL INSTALL NEW COAXIAL CABLE.,167$//1(: /21*6:((3(/%2:21(;7(5,25:$//2)7(50,1$/BUILDING FOR CONNECTION TO EXISTING CABLE TERMINATION POINT. CABLEUTILITY WILL INSTALL NEW COAXIAL CABLE AND CONNECT TO EXISTING CABLETERMINATION POINT. CONTRACTOR SHALL PROVIDE SUDDENLINKIDENTIFICATION LABELS ON CONDUIT.123454411332657816915131114KEYED NOTES:1015ATCT16MATCHLINE TO SHEET E-124NEW PARKING LOTDUMPSTERSTORAGESTRUCTURETERMINALBUILDINGTERMINAL DRIVE6111219172223202121222326232425307131420212728829282726259181724302829GENERAL NOTES:1.SEE SHEET E-001 FOR LEGEND,ABBREVIATIONS, GENERALCONSTRUCTION NOTES,CAUTION NOTES, ELECTRICALSAFETY NOTES, ANDGROUNDING NOTE.2.ALL CONDUIT INSTALLEDUNDER NON-PAVED AREASSHALL BE SCH 40 PVC CONDUITWITH 36" COVER AND WARNINGTAPE, UNLESS OTHERWISENOTED.3.ALL CONDUIT INSTALLEDUNDER PAVED AREAS SHALLBE SCH 80 PVC CONDUIT WITH24" COVER AND WARNINGTAPE, UNLESS OTHERWISENOTED.251219211618
B
B A
1W-2"HHH4W-2"1W-2"1W-
3"
GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT DIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E123-SL.dwg Last Save: 2/29/2016 9:25 AM Last saved by: MCLeMayLast plotted by: LeMay, Matthew, C Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/29/2016 9:28 AM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MCLJKSE-124(IN FEET)05'30'20'10'KEY MAPFUEL FARMELECTRICALLAYOUTINSTALL NEW METER SOCKET, PANEL 'FF', AND CONTROL RACK. UTILITY WILL INSTALLNEW METER. LOCATE RACK MINIMUM 30 FEET FROM THE EDGE OF THE FUELING FACILITY.COORDINATE EXACT LOCATION WITH OWNER AND ENGINEER PRIOR TO ROUGH-IN WORK.SEE DETAIL 1 ON SHEET E-505 FOR MORE INFORMATION. RACK EQUIPMENT AND SIGNAGESHALL FACE TOWARD FUELING FACILITY.INSTALL NEW UNDERGROUND POWER CONDUITS FROM RACK TO EQUIPMENT WITH SEALOFFS AT BOTH ENDS. SUBMIT LAYOUT SHOP DRAWINGS FOR REVIEW BY ENGINEERPRIOR TO ROUGH-IN WORK.MAKE ALL TELEPHONE AND ELECTRICAL FINAL CONNECTIONS. MAKE ALL REQUIREDINTERCONNECTIONS FOR A COMPLETE AND FULLY FUNCTIONING SYSTEM FOR NEWCREDIT CARD READER AND DISPENSERS. FOLLOW ALL NEC AND NFPA CODES FOR WORKIN HAZARDOUS AREAS. PROVIDE GROUNDING SYSTEM FOR TANK COMPLYING WITH NFPA407 REQUIREMENTS FOR AIRCRAFT FUEL SERVICING.INSTALL NEW POLE-MOUNTED AREA LIGHT. SEE LIGHT FIXTURE SCHEDULE ON SHEETE-518 FOR MORE DETAILS.CONTRACTOR SHALL INSTALL NEW FOUNDATION AND PROVIDE ALL APPURTENANCESFOR NEW PAD-MOUNTED TRANSFORMER ACCORDING TO UTILITY STANDARDS. UTILITYWILL PROVIDE THE TRANSFORMER AND CONNECT TO NEW AND PRIMARY CONDUCTORS.CONSTRUCT NEW 1-WAY 2"C CONCRETE ENCASED SCH 40 PVC CONDUIT. INSTALL NEWTELEPHONE CABLE CONNECTING TO NEW CREDIT CARD READER.CONSTRUCT NEW EMERGENCY DISCONNECT STATION. SEE DETAIL 3 ON SHEET E-505.CONTRACTOR SHALL CONSTRUCT NEW 2-WAY 4"C NON-ENCASED DUCT BANK. UTILITYWILL INSTALL NEW UNDERGROUND PRIMARY CONDUCTORS.INSTALL NEW UNDERGROUND POWER CONDUITS FROM EQUIPMENT RACK TO LIGHTFIXTURES. SUBMIT LAYOUT SHOP DRAWINGS FOR REVIEW BY ENGINEER PRIOR TOROUGH-IN WORK.CONTRACTOR SHALL CONNECT NEW CONDUIT TO EXISTING METER BASE. UTILITY WILLRE-INSTALL EXISTING METER IN NEW BASE AND CONNECT TO NEW SECONDARYCONDUCTORS.CONNECT NEW CONDUIT TO EXISTING FIBER JUNCTION BOX. UTILITY WILL CONNECT NEWFIBER TO EXISTING FIBER TERMINATION POINT.CONSTRUCT NEW 3-WAY 1"C CONCRETE ENCASED SCH 40 PVC DUCT BANK. INSTALL NEWCREDIT CARD AND DISPENSER ELECTRICAL CIRCUITS.CONTRACTOR SHALL CONSTRUCT NEW 4-WAY 2"C NON-ENCASED DUCT BANK. UTILITYWILL INSTALL NEW FIBER CONNECTING TO EXISTING FIBER TERMINATION POINT.CONTRACTOR SHALL CONSTRUCT NEW 1-WAY 2"C NON-ENCASED CONDUIT. INSTALL NEWCIRCUIT CONTAINING 3 #4/0 AWG CONDUCTORS AND 1 #4/0 AWG NEUTRAL.CONTRACTOR SHALL CONSTRUCT NEW 4-WAY 2"C NON-ENCASED DUCT BANK. UTILITYWILL INSTALL NEW FIBER CONNECTING TO EXISTING FIBER TERMINATION POINT.CONTRACTOR SHALL CONSTRUCT NEW 1-WAY 2"C NON-ENCASED CONDUIT WITHSAWCUT REPAIR. INSTALL NEW CIRCUIT CONTAINING 3 #4/0 AWG CONDUCTORS AND 1#4/0 AWG NEUTRAL.INSTALL NEW EXTRA HEAVY DUTY RATED HANDHOLE WITH STUBOUTS INDICATED.MINIMMUM 2" CAPPED WATERTIGHT FOR EACH SHOWN.INSTALL NEW UNI-STRUT EQUIPMENT RACK CONTAINING NEW EXPLOSION PROOFRECEPTACLE AND CONDUIT SEAL.MOUNT NEW WEATHER-PROOF GFCI RECEPTACLE TO THE INTERIOR OF THE NEW AIRCOMPRESSOR ENCLOSURE.CONSTRUCT NEW 1-WAY 2"C NON-ENCASED CONDUIT. INSTALL NEW TELEPHONE CABLECONNECTING TO NEW CREDIT CARD READER.INSTALL NEW CONCRETE BOLLARD. SEE UTILITY DETAILS. CONTRACTOR SHALLCOORDINATE LOCATIONS OF BOLLARDS PRIOR TO INSTALLATION.123123344452114630'MIN.5' MIN.788KEYED NOTES:947MATCHLINE TO SHEET E-12399CONTAINMENT AREA9141411101316151718191720TERMINAL BUILDING101112131415161718192020612GENERAL NOTES:1.SEE SHEET E-001 FOR LEGEND,ABBREVIATIONS, GENERAL CONSTRUCTIONNOTES, CAUTION NOTES, ELECTRICALSAFETY NOTES, AND GROUNDING NOTE.2.ALL CONDUIT INSTALLED UNDERNON-PAVED AREAS SHALL BE SCH 40 PVCCONDUIT WITH 36" COVER AND WARNINGTAPE, UNLESS OTHERWISE NOTED.3.ALL CONDUIT INSTALLED UNDER PAVEDAREAS SHALL BE SCH 80 PVC CONDUITWITH 24" COVER AND WARNING TAPE,UNLESS OTHERWISE NOTED.215
SCALE:NONE
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ONE-LINE DIAGRAM (ADDITIVE ALTERNATE 1)
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100%N
G
80A/2P 20A/1P 20A/1P
PEC
TC
150A/2P30A/2P 20A/1P 20A/1P 20A/1P
$&233(5%861(875$/*5281'
EXISTING
NEW
CONSTANT CURRENT REGULATOR
FUSED DISCONNECT SWITCH
GALVANIZED RIGID STEEL CONDUIT
HAND-OFF-AUTO
PHOTOELECTRIC CELL
POLYVINYL CHLORIDE
MAIN CIRCUIT BREAKER
MAIN LUGS ONLY
NON-FUSED DISCONNECT SWITCH
SURGE PROTECTIVE DEVICES
TIME CLOCK
CCR
FDS
GRSC
HOA
PEC
PVC
MCB
MLO
NFDS
SPD
TC
KEYED NOTES:
TO EXISTING
BUILDING
EQUIPMENT
XFMR
EXISTING
WINDCONE
CIRCUIT
SOFT DRAWN BARE COPPERSDBC
2
3
4
6
5
1
LIGHTING ARRESTORLA
30A/2P
SPD
TYPE 2
COORDINATE CIRCUIT BREAKER SIZING WITH REGULATOR MANUFACTURER (TYPICAL).
INSTALL NEW BRANCH CIRCUIT USING 600V TYPE THHN/THWN-2 CONDUCTORS (TYPICAL).
INSTALL NEW REGULATOR IN ELECTRICAL VAULT AND SECURE TO NEW CONCRETE HOUSEKEEPING PAD, MAKE ALL
FINAL CONNECTIONS.
CONNECT REGULATOR TO GROUND ROD AND COUNTERPOISE SYSTEM USING 1#2/0 AWG SDBC AND EXOTHERMIC
WELDS, CONNECT GROUNDING SYSTEM TO BUILDING STEEL IN MINIMUM 2 PLACES.
CONNECT REGULATOR CONTROLS TO THE EXISTING L-890 ALCMS, MAKE ALL FINAL CONNECTIONS.
INSTALL NEW AIRFIELD SERIES CIRCUITS TO EQUIPMENT, MAKE ALL FINAL CONNECTIONS.INSTALL ALL CONNECTOR
KITS, CABLE TAGS, HEAT SHRINK, TAPE, AND LABELS FOR COMPLETE SYSTEM.
TAXIWAY "J"
SERIES CIRCUIT
110A/2P
1
EXISTING
RUNWAY
SERIES
CIRCUIT
EXISTING
RUNWAY
11-29
CCR
60A/2P
1 1
LA
LONG, SHORT, INSTANTANEOUSLSI
SPD
(2#10+1#10EG)
3/4"C 600V
2 2 2
3 3 3
4 4 4
6 6 6
(CONTROLS)1"C
5
(TWO #8 AWG 5kV L-824C
CABLES) 2"C WITH #6 AWG
BARE SOLID COPPER
COUNTERPOISE
(2#1/0+1#6EG)
1 1/4"C 600V
(2#1+1#6EG)
1"C 600V
DIAGRAM NOTES:
1.ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
CURRENT EDITIONS OF THE NFPA 70 (2014) NATIONAL ELECTRICAL
CODE, NFPA 101 (2015) LIFE SAFETY CODE, STATE ELECTRICAL CODE,
AND LOCAL ELECTRICAL CODE.
2.COORDINATE ELECTRICAL POWER SUPPLY WITH EQUIPMENT
SUPPLIED.
3.COORDINATE EXACT CIRCUIT BREAKER SIZE WITH REGULATOR
MANUFACTURER PRIOR TO WORK.
4.COORDINATE ALL ELECTRICAL WORK AND POWER OUTAGES WITH
OWNER, FAA, AND POWER UTILITY.
5.SERVICE WIRING SHALL BE MINIMUM TYPE THHN/THWN-2.
6.UNDERGROUND FEEDER AND BRANCH CIRCUIT WIRING SHALL BE A
MINIMUM TYPE THHN/THWN-2.
7.ABOVE GROUND FEEDER AND BRANCH CIRCUIT WIRING SHALL BE
MINIMUM TYPE THHN/THWN-2.
8.EQUIPMENT SHORT CIRCUIT CURRENT RATINGS AND AVAILABLE
INTERRUPTING CURRENT RATINGS SHALL BE FULLY RATED TO
INTERRUPT SYMMETRICAL SHORT CIRCUIT CURRENT AVAILABLE AT
TERMINALS. SERIES RATED SYSTEMS SHALL NOT BE USED.
9.NEUTRAL BUSES SHALL BE COPPER 100% RATED UNLESS OTHERWISE
NOTED.
10.GROUND BUSES SHALL BE COPPER UNLESS OTHERWISE NOTED.
11.INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL FEEDER AND
BRANCH CIRCUITS.
12.INSTALL ALL CONDUCTORS AND CABLES IN CONDUIT UNLESS
OTHERWISE NOTED.
13.INSTALL LUGS AND JUNCTION BOXES AS REQUIRED TO FIT WIRING.
14.ALL WIRING SHALL BE COPPER.
15.MAINTAIN INTEGRITY OF ALL FIRE RATED WALLS DUE TO CONDUIT
WALL PENETRATIONS.
16.INSTALL NEW TYPED PANEL SCHEDULES IN ALL ELECTRICAL PANELS
INDICATING WORK PERFORMED.
17.INSTALL NEW PERMANENT LABELS ON PANELBOARDS AND
REGULATORS INDICATING WORK PERFORMED.
18.INSTALL NEW ENGRAVED NAME PLATES ON ALL REGULATORS.
19.TRACE AND IDENTIFY ALL EXISTING CIRCUITS AND CABLES TO REMAIN
PRIOR TO ANY WORK.
20.PROTECT ANY OTHER EXISTING CABLES WITHIN THE DUCT AND
MANHOLE SYSTEM. TYPICAL FOR ALL MANHOLES, HANDHOLES, AND
PULLBOXES.
21.PERFORM LOCK-OUT / TAG-OUT PROCEDURES ON REGULATORS
PRIOR TO WORKING ON AIRFIELD SERIES CIRCUITS.
22.THE POWER UTILITY POINT OF CONTACT IS JIMMY SIKES,
GEORGETOWN UTILITY SYSTEMS, PHONE NUMBER (512) 930-6117.
CONDUIT NOTES:
1.INSTALL ALL CONDUIT AND WIRING IN THE ELECTRICAL VAULT OR SHELTER IN
ACCORDANCE WITH NEC AND LOCAL ELECTRICAL CODE REQUIREMENTS.
2.INSTALL ALL POWER AND CONTROL CABLES IN CONDUIT OR ENCLOSED WIRE WAYS.
THE STANDARD L-824 AIRFIELD LIGHTING PRIMARY SERIES CIRCUIT CABLE DOES
NOT COMPLY WITH NEC FOR INSTALLATION IN OPEN CABLE TRAYS. HIGH VOLTAGE
CONDUCTORS (EXCEEDING 600 VOLTS) SHALL BE INSTALLED WITHIN RIGID STEEL
GALVANIZED CONDUIT, INTERMEDIATE METAL CONDUIT, FLEXIBLE METAL CONDUIT,
LIQUID TIGHT FLEXIBLE METAL CONDUIT, METAL WIRE WAYS, OR PVC CONDUIT. LOW
VOLTAGE FEEDERS AND CONTROL WIRES SHALL BE INSTALLED WITHIN RIGID STEEL
GALVANIZED CONDUIT, INTERMEDIATE METAL CONDUIT, OR ELECTRICAL METALLIC
TUBING (EMT) WHEN RUN ON THE WALLS OR CEILING; AND IN CABLE TRAYS
SUPPORTED FROM THE CEILING OR WALLS WHEN THERE ARE MANY CABLES AND
THE POSSIBILITY OF FUTURE EXPANSION. DO NOT INSTALL CONDUIT IN CONCRETE
SLABS ON GRADE.
3.INSTALL THE PRIMARY SERIES CABLES FROM THE REGULATORS AND VARIOUS
OTHER FEEDERS OUT OF THE VAULT IN COATED RIGID STEEL GALVANIZED CONDUIT
OR PVC CONDUIT, A MINIMUM OF 2 FEET BELOW GRADE.
4.DO NOT USE PVC ABOVE THE GROUND-LEVEL SLAB OF BUILDINGS, VAULTS,
SHELTERS, OR RACKS. PVC SHALL CONVERT TO COATED GALVANIZED RIGID STEEL
CONDUIT PRIOR TO ITS EMERGENCE; NO PVC SHALL EMERGE FROM THE GROUND
OR CONCRETE SLAB OR ENCASEMENT. COATED GALVANIZED RIGID STEEL CONDUIT
SHALL TRANSITION TO NON-COATED GALVANIZED RIGID STEEL CONDUIT NO
6221(57+$1´$%29(),1,6+('*5$'(
TAXIWAY J
15 kW
3-STEP
CCR
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E501-DT.dwg Last Save: 2/11/2016 4:35 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:13 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-501
ELECTRICAL
DETAILS I
SCALE:NONE
1
E-502
ONE-LINE DIAGRAM (ADDITIVE ALTERNATE 2)
M
(;,67,1*93$1(/%2$5''3
SQUARE D TYPE NQ30L4C, 22kAIC
(;,67,1*9
UTILITY PAD MOUNTED
TRANSFORMER
EXISTING
METER
EXISTING UTILITY PRIMARY
EXISTING
RUNWAY
SERIES
CIRCUIT
PAPI SERIES
CIRCUIT
EXISTING
RUNWAY
18-36
CCR
TAXIWAY A
10 kW
3-STEP
CCR
PAPI 11-29
2.5 kW
5-STEP
CCR
L-890
ALCMS
LEGEND:
EXISTING
90$,1
DISCONNECT
CIRCUIT BREAKER
EXISTING
GROUND RING
CONTROL
RELAYS
L-854
RADIO
TAXIWAY "A"
SERIES CIRCUIT
400A/2P
LSI
400A/2P
LSI
100%N
G
SPD
TYPE 1
100%N
G
30A/2P 20A/1P 20A/1P
PEC
TC
80A/2P30A/2P 20A/1P 20A/1P 20A/1P
$&233(5%861(875$/*5281'
EXISTING
NEW
CONSTANT CURRENT REGULATOR
FUSED DISCONNECT SWITCH
GALVANIZED RIGID STEEL CONDUIT
HAND-OFF-AUTO
PHOTOELECTRIC CELL
POLYVINYL CHLORIDE
MAIN CIRCUIT BREAKER
MAIN LUGS ONLY
NON-FUSED DISCONNECT SWITCH
SURGE PROTECTIVE DEVICES
TIME CLOCK
CCR
FDS
GRSC
HOA
PEC
PVC
MCB
MLO
NFDS
SPD
TC
KEYED NOTES:
TO BUILDING
EQUIPMENT
XFMR
EXISTING
WINDCONE
CIRCUIT
SOFT DRAWN BARE COPPERSDBC
2
3
4
6
5
1
LIGHTING ARRESTORLA
30A/2P
SPD
TYPE 2
COORDINATE CIRCUIT BREAKER SIZING WITH REGULATOR MANUFACTURER (TYPICAL).
INSTALL NEW BRANCH CIRCUIT USING 600V TYPE THHN/THWN-2 CONDUCTORS (TYPICAL).
INSTALL NEW REGULATOR IN ELECTRICAL VAULT AND SECURE TO NEW CONCRETE HOUSEKEEPING PAD, MAKE ALL
FINAL CONNECTIONS.
CONNECT REGULATOR TO GROUND ROD AND COUNTERPOISE SYSTEM USING 1#2/0 AWG SDBC AND EXOTHERMIC
WELDS, CONNECT GROUNDING SYSTEM TO BUILDING STEEL IN MINIMUM 2 PLACES.
CONNECT REGULATOR CONTROLS TO EXISTING L-890 ALCMS, MAKE ALL FINAL CONNECTIONS.
INSTALL NEW AIRFIELD SERIES CIRCUITS TO EQUIPMENT, MAKE ALL FINAL CONNECTIONS.INSTALL ALL CONNECTOR
KITS, CABLE TAGS, HEAT SHRINK, TAPE, AND LABELS FOR COMPLETE SYSTEM.
TAXIWAY J
7.5 kW
3-STEP
CCR
TAXIWAY "J"
SERIES CIRCUIT
60A/2P
1
EXISTING
RUNWAY
SERIES
CIRCUIT
EXISTING
RUNWAY
11-29
CCR
30A/2P
1 1
LA
LONG, SHORT, INSTANTANEOUSLSI
SPD
(2#10+1#10EG)
3/4"C 600V
2 2 2
3 3 3
4 4 4
6 6 6
(CONTROLS)1"C
5
(TWO #8 AWG 5kV L-824C
CABLES) 2"C WITH #6 AWG
BARE SOLID COPPER
COUNTERPOISE
(2#4+1#8EG)
1"C 600V
(2#6+1#10EG)
3/4"C 600V
DIAGRAM NOTES:
1.SEE NOTES ON SHEET E-501.GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E502-DT.dwg Last Save: 2/11/2016 2:30 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:13 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-502
ELECTRICAL
DETAILS II
HVAC
NEW PAPI
11/29 4kW
REGULATOR
STACKED
EXISTING R/W
11/29 AND
R/W 18/36
REGULATORS
STACKED NEW
T/W A 20kW/
NEW T/W J
15kW
REGULATOR
6" TYP.
6" TYP.
3"
REGULATOR
INTERFACE BOX
L-854 RADIO
WITH ANTENNA
AND GROUND
L-890
ALCMS
PANEL BOARD
"DP1" AND SPD
(IN FEET)
0 1'2'6'4'
SCALE:12" = 1'-0"
1
E-503
ELECTRICAL VAULT AIRFIELD PLAN (ADDITIVE ALTERNATE 1)
1'-6"
CLR
UTILITY
METER
MAIN DISCONNECT
SWITCH AND SPD
MEXISTING
JUNCTION BOX
FOR 600V
CIRCUITS
H3
H4
LA
TMB
HVAC
NEW PAPI
11/29 2.5kW
REGULATOR
STACKED
EXISTING R/W
11/29 AND
R/W 18/36
REGULATORS
STACKED NEW
T/W A 10kW/
NEW T/W J
7.5kW
REGULATOR
6" TYP.
6" TYP.
3"
REGULATOR
INTERFACE BOX
L-890
ALCMS
PANEL BOARD
"DP1" AND SPD
SCALE:12" = 1'-0"
2
E-503
ELECTRICAL VAULT AIRFIELD PLAN (ADDITIVE ALTERNATE 2)
1'-6"
CLR
UTILITY
METER
MAIN DISCONNECT
SWITCH AND SPD
MEXISTING
JUNCTION BOX
FOR 600V
CIRCUITS
H3
H4
LA
TMB
VAULT KEYED NOTES:
2
3
1 INSTALL NEW CONDUITS AND CONDUCTORS FOR POWER, CONTROL, AND AIRFIELD LIGHTING CIRCUITS. SEE
SHEETS E-501 AND E-502 FOR DETAILS.
ALL L-890 ALCMS UPDATES AND MODIFICATIONS REQUIRED FOR THE NEW WORK WILL BE PERFORMED BY OTHERS.
PROVIDE NEW S-1 CUTOUTS, JUMPERS, AND WIREWAYS FOR NEW SERIES CIRCUITS.
INSTALL NEW FIRE EXTINGUISHER ON WALL BRACKET. COORDINATE EXACT LOCATION WITH ENGINEER.
2
3
1
2
3
1
SCALE:NONE
3
E-503
REGULATOR INTERFACE BOX (ADDITIVE ALTERNATE 1)
EXISTING
ENCLOSURE
NEW PAPI
SPARE
R/W 18-36
24" LENGTH 4"X4" NON-METALLIC
WIREWAY WITH COVER. CABLES
SHALL HAVE L-823 CONNECTOR
KITS, UNIQUE CABLE LABELS
THAT IDENTIFY THE CIRCUIT AND
ITS AMPACITY, AND CABLE TAGS.
LABEL EACH COVER WITH
PERMANENT NAMEPLATE.
CONDUITS TO CCR, 42"
MINIMUM AFF
3' JUMPER WITH L-823
CONNECTOR
L-823 CONNECTOR,
FEMALE END
L-823 CONNECTOR,
MALE END
TO CCR TO FIELD
S1-CUTOUT
NEW T/W J
NEW T/W A
1-1/2"C WITH L-824C CABLES TO
EACH CCR (TYP)
ROUTE NEW SERIES
CIRCUITS TO FIELD
R/W 11-29
EXISTING
S1-CUTOUT
EXISTING GROUND BUS BAR
4
FIRE
EXTINGUISHER
4
INTERFACE BOX NOTES:
1.INSTALL NEW LAMINATED CIRCUIT
SCHEDULE INSIDE PLASTIC SLIP
COVER ON INTERIOR BOX DOOR.
2.AFTER FINAL CABLE INSTALLATION AND
TESTING, INSTALL DUCT SEAL FOR
IN-USE CONDUITS AND CAPS FOR
SPARE CONDUITS.
4
FIRE
EXTINGUISHER L-854 RADIO
WITH ANTENNA
AND GROUND
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E503-DT.dwg Last Save: 2/11/2016 2:35 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:13 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-503
ELECTRICAL
DETAILS III
LEGEND:
EXISTING
NEW
GALVANIZED RIGID STEEL CONDUITGRSC
POLYVINYL CHLORIDEPVC
PEC PHOTOELECTRIC CELL
SOFT DRAWN BARE COPPER
NON-FUSED DISCONNECT SWITCH
MAIN LUGS ONLY
MAIN CIRCUIT BREAKER
SDBC
NFDS
MLO
MCB
FUSED DISCONNECT SWITCHFDS
EMERGENCY STOPES
SCALE:NONE
1
E-504
FUEL SYSTEM ONE-LINE DIAGRAM
SURGE PROTECTIVE DEVICESPD
CONTROL POWER TRANSFORMERCPT
INTERSYSTEM BONDING TERMINAL IBT
NEW PANEL BOARD
))<9
4W, 100A MCB, 22
kAIC RATING, NEMA
3R ENCLOSURE,
PADLOCKABLE,
UL SERVICE
ENTRANCE RATED
3/4" x 10'
COPPERCLAD
GROUND ROD
WITH
EXOTHERMIC
WELD
100A/3P
100%N
G
(1#6) 3/4"
GRSC
20A/1P
(2#12+1#12EG)
3/4" GRSCGFCI
RECEP.
AT RACK
80A/3P
AVGAS PUMP
MOTOR
10HP
20A/1P
CREDIT
CARD
MACHINE
20A/1P
EMER.
STOP
CONTROLS
20A/1P60A/3P
SPD
TYPE 2
AVGAS
DISPENSER
#1
C1/3P C4/3P C8/3P
20A/1P 20A/1P
SPARES
(3#8) 1" GRSC WITH SEALOFF
(2#12+2#10+#12EG) 1"
GRSC WITH SEALOFFINSTALL NEW 30A 3-POLE CONTACTOR. ALL PHASE
AND NEUTRAL CONDUCTORS TO THE FUEL STATION
MUST BE DISCONNECTED WHEN THE EMERGENCY
BUTTON IS PUSHED.
INSTALL NEW EMERGENCY STOP BUTTON STATION
WITHIN OVERALL ENCLOSURE, ON FUEL FARM
EQUIPMENT RACK. MAINTAINED PULLED OUT
ENERGIZES CONTACTORS. MAINTAINED PUSHED IN
DE-ENERGIZES CONTACTORS AND DISCONNECTS
ALL PHASE AND NEUTRAL CONDUCTORS TO THE
HAZARDOUS AREA.
PROVIDE COMPLETE POWER AND CONTROL SHOP
DRAWING SHOWING ALL CONDUIT, WIRING, AND
EQUIPMENT REQUIRED.
INSTALL NEW EMERGENCY STOP BUTTON STATION
WITHIN NEAR APRON PAVEMENT EDGE. MAINTAINED
PULLED OUT ENERGIZES CONTACTORS.
MAINTAINED PUSHED IN DE-ENERGIZES
CONTACTORS AND DISCONNECTS ALL PHASE AND
NEUTRAL CONDUCTORS TO THE HAZARDOUS AREA.
INSTALL NEW 100A 3-POLE CONTACTOR. ALL PHASE
AND NEUTRAL CONDUCTORS TO FUEL STATION
MUST BE DISCONNECTED WHEN THE EMERGENCY
BUTTON IS PUSHED.
KEYED NOTES:
SCALE:NONE
2
E-504
PANEL SCHEDULE
(3#6+1#6N+1#6EG)
3/4" GRSC
(2#12+1#12EG)
1" GRSC1
2
3
1 1 5
ARC FLASH LABELING NOTES:
1.SUBMIT TO THE ENGINEER THE COMPLETE ONE-LINE INFORMATION FOR THE
EXISTING AND NEW ELECTRICAL POWER DISTRIBUTION SYSTEM ON AS-BUILT
DRAWINGS. THIS INFORMATION SHALL INCLUDE ALL NEW AND EXISTING
EQUIPMENT WITHIN THE POWER DISTRIBUTION SYSTEM INCLUDING:
a)PANELBOARD NAMEPLATE DATA
b)TRANSFORMERS NAMEPLATE DATA
c)CIRCUIT BREAKER/FUSE RATINGS AND MODEL NUMBERS
d)CONDUCTOR SIZES, LENGTHS, AND TYPES
e)CONDUIT SIZES AND TYPES
f)OTHER INFORMATION AS REQUESTED
2.TRACE EXISTING CIRCUITS AS REQUIRED TO COMPLETE THE AS BUILT DRAWINGS.
3.ENGINEER WILL COMPLETE ARC FLASH STUDY FOLLOWING RECEIPT OF
INFORMATION FROM CONTRACTOR. ENGINEER WILL PROVIDE FLASH LABEL
LEGEND TO CONTRACTOR FOR ORDERING LABELS.
4.SUBMIT LABEL TYPE, STYLE, AND APPEARANCE TO ENGINEER FOR APPROVAL
PRIOR TO PURCHASING LABELS.
5.PROCURE LABELS AND INSTALL ON EQUIPMENT.
80A/3P
JET A PUMP
MOTOR
10 HP
20A/1P
EX.PROOF
RECEP.
C2/3P C3/3P
1 5
M
NEW 208Y/120V,
87,/,7<
TRANSFORMER
METER BY UTILITY; BASE BY
CONTRACTOR; MOUNT TO RACK
NEW UTILITY PRIMARY
(CONDUCTORS BY UTILITY)
2-1/2" PVC BY CONTRACTOR
(3#4+1#4N) 1 1/4" GRSC
UTILITY
CONTRACTOR
20A/1P
LIGHT
FIXTURES
WITH PEC
EMER.
STOP
CONTROLS
C1
C2
C3 1
1
1
2
3
C4
C5 1
1
4
EMERGENCY
STOP NEAR
APRON
PAVEMENT
EDGE
(2#12+1#12EG) 1"C
CONDUIT NOTES:
1.INSTALL ALL CONDUIT AND WIRING IN THE ELECTRICAL VAULT, SHELTER, OR RACK
IN ACCORDANCE WITH NEC AND LOCAL ELECTRICAL CODE REQUIREMENTS.
2.INSTALL ALL POWER AND CONTROL CABLES IN CONDUIT OR ENCLOSED WIRE WAYS.
LOW VOLTAGE FEEDERS AND CONTROL WIRES SHALL BE INSTALLED WITHIN RIGID
STEEL GALVANIZED CONDUIT, INTERMEDIATE METAL CONDUIT, OR ELECTRICAL
METALLIC TUBING (EMT) WHEN RUN ON THE WALLS OR CEILING; AND IN CABLE
TRAYS SUPPORTED FROM THE CEILING OR WALLS WHEN THERE ARE MANY CABLES
AND THE POSSIBILITY OF FUTURE EXPANSION. DO NOT INSTALL CONDUIT IN
CONCRETE SLABS ON GRADE.
3.DO NOT USE PVC ABOVE THE GROUND-LEVEL SLAB OF BUILDINGS, VAULTS,
SHELTERS, OR RACKS. PVC SHALL CONVERT TO COATED GALVANIZED RIGID STEEL
CONDUIT PRIOR TO ITS EMERGENCE; NO PVC SHALL EMERGE FROM THE GROUND
OR CONCRETE SLAB OR ENCASEMENT. COATED GALVANIZED RIGID STEEL CONDUIT
SHALL TRANSITION TO NON-COATED GALVANIZED RIGID STEEL CONDUIT NO
6221(57+$1´$%29(),1,6+('*5$'(
EMERGENCY
STOP ON
EQUIPMENT
RACK
4
3
1.SEE NOTES ON SHEET E-501.
DIAGRAM NOTES:
20A/1P
AVGAS
HOSE
REEL
#1
C5/3P
1
20A/1P
AVGAS
DISPENSER
#2
C6/3P
1
20A/1P
AVGAS
HOSE
REEL
#2
C7/3P
1
(2#12+1#12EG) 1"C GRSC
WITH SEALOFF
C6 1
C7 1
C8 1
20A/1P
(2#12+1#12EG) 1" GRSC
AIR COMPRESSOR
5
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E504-DT.dwg Last Save: 2/13/2016 9:33 AM Last saved by: RSKnobelochLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:13 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-504
ELECTRICAL
DETAILS IV
SCALE:NONE
1
E-505
ELECTRICAL EQUIPMENT RACK FRONT ELEVATION
3' MIN.
FINISH GRADE
NEW FIRE EXTINGUISHER, UL RATED
MINIMUM 20B;C, 20 LB CAPACITY, WITH
OUTDOOR RATED STEEL SUPPORT
BRACKET
1.ALL BOLTS, NUTS, WASHERS, ANCHORS, PLATES, AND OTHER
MOUNTING STEMS SHALL BE CORROSION RESISTANT, STAINLESS
STEEL.
2.USE 1/2" STAINLESS STEEL WEDGE ANCHORS (4-PLACES MIN.) IN
EACH RACK MOUNTING PLATE FOOT.
3.BOND ELECTRICAL EQUIPMENT GROUND TO 3/4" COPPER CLAD
GROUND ROD USING 1#6 AND EXOTHERMIC WELD.
4.LETTERING FOR PLACARD SHALL BE OF A COLOR CONTRASTING
SHARPLY WITH THE PLACARD BACKGROUND FOR VISIBILITY.
5.PLACARD SHALL BE WEATHER RESISTANT, CONSPICUOUSLY
LOCATED AT LEAST 7 FEET ABOVE GRADE, AND POSITIONED SO
THAT IT CAN BE READ FROM A DISTANCE OF AT LEAST 25 FEET.
6.EMERGENCY FUEL SHUTOFF STATION SHALL BE A MINIMUM OF 30
FEET FROM THE FUELING FACILITY.
7.ALL EXPOSED CONDUIT SHALL BE GRSC UNLESS NOTED
OTHERWISE.
8.EACH CONDUIT TO BE INSTALLED WITH A BONDING BUSHING.
CONNECT ALL BONDING BUSHINGS BACK TO SERVICE GROUND
PER NEC 501.30A.
9.SUBMIT SHOP DRAWING FOR APPROVAL BY ENGINEER PRIOR TO
CONSTRUCTION.
10.ALL CONDUITS ENTERING OR EXITING A HAZARDOUS AREA MUST
HAVE ABOVE GROUND SEAL OFFS AT BOTH ENDS.
FUEL RACK NOTES:
SCALE:NONE
2
E-505
ELECTRICAL EQUIPMENT RACK SIDE ELEVATION
12"
TYP.
SPD
#6 AWG VIA 3/4" GRSC TO
3/4"x10'-0" DEDICATED
COPPER CLAD GROUND ROD,
EXOTHERMIC WELDS ONLY
BELOW GRADE EME R GEN
C
YST O PEMERGEN
C
Y84" A.F.G.
PUSH FOR
EMERGENCY
FUEL SHUTOFF
CALL 9112" TYP.LETTERINGHEIGHTEMERGENCY
INSTRUCTIONS
PANEL
'FF'
FIRE EXTINGUISHER, UL RATED MINIMUM 20B;C
1" GRSC WITH POWER TO JET A TANK MOTOR
1" GRSC WITH POWER TO CREDIT CARD READER
12"
TYP
12"
TYP
EMERGENCY INSTRUCTIONS IN
CASE OF FIRE OR SPILL:
1. PUSH FUEL SHUTOFF BUTTON
2. REPORT ACCIDENT BY CALLING 911
3. REPORT ADDRESS OF SITE:
GEORGETOWN MUNICIPAL AIRPORT
INSTALL NEW EMERGENCY INSTRUCTIONS WARNING
SIGN INCORPORATING THE FOLLOWING WORDING
WHICH CAN BE READ FROM 10 FEET:
GRSC AND SEALING FITTINGS (TYPICAL)
#4 BARS, 12" O.C. BOTH
WAYS, 3" CLEARANCE
FROM BOTTOM AND SIDE
OF PAD
FEEDER FROM
UTILITY XFMR
GALVANIZED STRUT RACK
NEMA 3R ELECTRICAL
PANEL. SEE ONE-LINE
DIAGRAM AND PANEL
SCHEDULE FOR DETAILS.
NOTES:
ALL SERVICE, FEEDER, AND
BRANCH CIRCUIT CONDUITS
SHALL BE GROUNDED ON
BOTH ENDS.
ENCLOSURE
(TYPICAL).
CONDUITS
(TYPICAL).
THREADED TYPE,
GROUNDING BUSHING,
(SIZE PER CONDUIT).
GROUND
LUG.
SEALING LOCKNUT
(SIZE PER CONDUIT).
1.
SCALE:NONE
4
E-505
CONDUIT GROUNDING DETAIL
20A GFCI DUPLEX
RECEPTACLE WITH
WEATHERPROOF
IN-USE COVER
20" X 20" X 8" HINGED COVER TYPE 3R ENCLOSURE
WITH BACK PANEL. INSTALL CONTACTORS WITHIN
THIS ENCLOSURE.
P-610 CONCRETE
#4 AT 12" O.C. EACH WAY,
WITH 3" CONCRETE COVER
FROM BOTTOM OF PAD
1" CHAMFER
EDGE, ALL
AROUND
DOUBLE POST BASE, MOUNTING
PLATE AND WEDGE ANCHORS
SUPPORT BRACE STRUT AT
EACH VERTICAL SUPPORT
HORIZONTAL STRUT SUPPORTS
FOR CROSS SUPPORT AND
EQUIPMENT/SIGNAGE MOUNTING
VERTICAL DOUBLE-BACKED STRUT
SUPPORTS AT MAXIMUM 3'-0" ON
CENTER SPACING
12"
MIN.
2" AFG
FINISH GRADE
2" AFG
1" GRSC WITH POWER FOR AVGAS DISPENSER #2 AND AVGAS HOSE REEL #2
SIGN HEIGHT MUST BE A MINIMUM 7' HEIGHT,
AND VISIBLE FROM 25 FT.
J
NEMA 3R JUNCTION
BOX WITH DRAIN
BOND RACK TO ROD USING
#6 AWG VIA 3/4" PVC SLEEVE
METER
METER BY UTILITY;
BASE BY CONTRACTOR
1" GRSC WITH POWER WIRING
TO LIGHT FIXTURES
EMERGENCY FUEL CUT-OFF:
PUSH BUTTON SHALL BE A 2-POSITION, 2-POLE, RED PUSH-PULL
30 MM PUSH BUTTON WITH MATCHING GUARD RING.
#6 AWG VIA 3/4" GRSC TO 3/4"x10'-0" DEDICATED COPPER CLAD
GROUND ROD, EXOTHERMIC WELDS ONLY BELOW GRADE EME R GEN
C
YST O PEMERGEN
C
Y84" A.F.G.
PUSH FOR
EMERGENCY
FUEL SHUTOFF
CALL 911
2" TYP.
LETTERING
HEIGHT
EMERGENCY
INSTRUCTIONS
FIRE EXTINGUISHER, UL RATED MINIMUM 20B;C
12"
TYP
12"
TYP
INSTALL NEW EMERGENCY INSTRUCTIONS WARNING SIGN INCORPORATING
THE FOLLOWING WORDING WHICH CAN BE READ FROM 10 FEET:
GRSC AND SEALING FITTINGS (TYPICAL)
#4 BARS, 12" O.C. BOTH WAYS, 3" CLEARANCE FROM BOTTOM AND SIDE OF PAD
GALVANIZED STRUT RACK
20" X 20" X 8" HINGED COVER TYPE 3R ENCLOSURE WITH BACK
PANEL. INSTALL CONTACTORS WITHIN THIS ENCLOSURE.
FINISH GRADE
2" AFG
SIGN HEIGHT MUST BE A MINIMUM 7' HEIGHT,
AND VISIBLE FROM 25 FT.
BOND RACK TO ROD USING
#6 AWG VIA 3/4" PVC SLEEVE
EMERGENCY FUEL CUT-OFF:
PUSH BUTTON SHALL BE A 2-POSITION,
2-POLE, RED PUSH-PULL 30 MM PUSH
BUTTON WITH MATCHING GUARD RING.
TEL.
BOX
NEMA 3R JUNCTION BOX FOR
TELEPHONE. SIZE AS REQUIRED.
1" GRSC TO EQUIPMENT RACK WITH POWER FOR EMERGENCY STOP CIRCUIT
1" GRSC WITH TELEPHONE CABLE TO CREDIT CARD READER
2" WITH TELEPHONE SERVICE FROM EXISTING TELEPHONE SERVICE; USE GRSC
ABOVE GRADE
EMERGENCY INSTRUCTIONS IN
CASE OF FIRE OR SPILL:
1. PUSH FUEL SHUTOFF BUTTON
2. REPORT ACCIDENT BY CALLING 911
3. REPORT ADDRESS OF SITE:
GEORGETOWN MUNICIPAL AIRPORT
1" GRSC WITH POWER TO EXPLOSION PROOF RECEPTACLE
1" GRSC WITH POWER TO AVGAS DISPENSER #1 AND AVGAS
HOSE REEL #1
1" GRSC WITH POWER TO AVGAS TANK MOTOR
1" GRSC WITH POWER TO
AIR COMPRESSOR
SCALE:NONE
3
E-505
REMOTE FUEL CUT OFF SWITCH GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E505-DT.dwg Last Save: 2/11/2016 2:42 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:13 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-505
ELECTRICAL
DETAILS V
EQUIPMENT NAMEPLATE NOTES:
1.INSTALL 2-PLEX ACRYLIC, WHITE ON BLACK CORE,
MULTIPLE LINES TEXT, CUSTOM ENGRAVED NAME
PLATES.
PANEL FRONT VIEW
INSTALL ALL NAMEPLATES AND WARNING SIGNS IN
ACCORDANCE WITH NEC AND NFPA 70E REQUIREMENTS.
GENERAL NOTE:
INSTALL NAMEPLATES AND WARNING SIGNS ON ALL
ELECTRICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO,
SWITCHBOARDS, PANELBOARDS, TRANSFORMERS,
SWITCHES, CONTROL PANELS AND MOTOR CONTROL
CENTERS.
1.
2.
EXTERIOR EQUIPMENT SHALL HAVE WEATHER-RESISTANT,
NON-FADING NAMEPLATES AND SIGNAGE.
3.
REFER TO SPECIFICATIONS FOR ADDITIONAL NAMEPLATE AND
SIGNAGE REQUIREMENTS.
4.
SCALE:NONE
4
E-506
TYPICAL ENGRAVED NAMEPLATE AND SIGNAGE DETAIL3" MIN.6" MIN.
FOUR 1/4" GROMMETS
IN CORNERS FOR
MOUNTING USING
CORROSION
RESISTANT SCREWS
1/4" MINIMUM HIGH
LETTERING FOR
OTHER TEXT
LINES
PANEL "FF"
92/7:
100A/3P MCB
22kAIC RATING
MOUNT WITH STAINLESS STEEL SCREWS.
SEAL SCREW HOLES WITH SILICONE RUBBER.
2.
3.
4.NAMEPLATE INFORMATION SHALL INCLUDE:
A. IDENTIFICATION NAME
B. VOLTAGE SYSTEM
C. AMPACITY RATING AND TYPE
D. AIC RATING
E. FEEDER CIRCUIT DESCRIPTION
3/8" MINIMUM
HIGH LETTERING
FOR EQUIPMENT
NAME
SCALE:NONE
5
E-506
EXTRA HEAVY DUTY RATED HANDHOLE
ELECTRICAL CONDUIT NOTES:
1.CONTRACTOR SHALL STAKE THE CONDUIT INSTALLATION IN PLAN AND
ELEVATION FOR NEW ELECTRICAL AND TELEPHONE CONDUITS TO
AVOID EXISTING UTILITIES AND OTHER SYSTEMS. STAKING PLAN SHALL
BE APPROVED BY OWNER AND ENGINEER PRIOR TO WORK.
2.CONTRACTOR SHALL ADJUST THE DEPTH OF THE ELECTRICAL DUCTS
AS REQUIRED TO MAINTAIN THE MINIMUM COVER REQUIREMENT
INDICATED AND AVOID EXISTING UTILITIES AND OTHER SYSTEMS.
3.NO PVC SHALL EMERGE FROM THE GROUND OR CONCRETE SLAB OR
ENCASEMENT, PVC SHALL CONVERT TO GALVANIZED RIGID STEEL
CONDUIT PRIOR TO ITS EMERGENCE.
4.INSTALL CONDUCTORS AND CABLES AS NOTED ON DRAWING. INSTALL
PULLWIRE IN ALL SPARE DUCTS/CONDUITS.
5.MINIMUM COVER REQUIREMENT FOR DUCT BANKS UNDER ROADS,
DRIVEWAYS AND PARKING LOTS SHALL BE 24".
6.MARKER TAPE SHALL BE A DETECTABLE TYPE CONSTRUCTION WITH
RED BACKGROUND AND BLACK LETTERING, SEE DETAIL THIS SHEET.
SCALE:NONE
1
E-506
NON-ENCASED ELECTRICAL AND
TELEPHONE CONDUITS IN PARALLEL
SCALE:NONE
3
E-506
ELECTRICAL CONDUIT NOTES
CAUTION BURIED ELECTRIC LINE BELOW
GENERAL NOTES:
POWER MARKING TAPES SHALL BE DETECTABLE TYPE CONSTRUCTION
WITH RED BACKGROUND AND BLACK LETTERING.
1.
2.
WITH ORANGE BACKGROUND AND BLACK LETTERING, "TELEPHONE LINE".
COMMUNICATION MARKING TAPES SHALL BE DETECTABLE TYPE CONSTRUCTION
TAPE SHALL BE DETECTABLE, DURABLE, HIGHLY VISIBLE, RESISTANT TO3.
ELEMENTS, MEETING AND/OR EXCEEDING ALL INDUSTRY STANDARDS.
SCALE:NONE
2
E-506
UNDERGROUND DETECTABLE WARNING TAPE
PROVIDE MULTIPLE AND/OR WIDER TAPES FOR WIDER DUCT BANKS.4.
COORDINATE WITH ENGINEER.6"6"
8"DETECTABLE WARNING TAPE WITH
LEGEND. SEE DETAIL 5.
REPLACE SOIL AFTER
SETTLING
BACKFILL IN ACCORDANCE
WITH L-110 SPECIFICATIONS
SCHEDULE 40 PVC CONDUIT. SIZE AS
REQUIRED BY THE NEC, 2" MINIMUM
CENTERLINE TRENCH SET
BY STRING LINE GUIDE
24"
3" SELECT
BACKFILL
ELECTRICAL FEEDER
CONDUCTORS AS REQUIRED
6"
8"
CENTERLINE TRENCH SET
BY STRING LINE GUIDE
24"
3" SELECT
BACKFILL
24" MINIMUM
DETECTABLE WARNING TAPE WITH
LEGEND. SEE DETAIL 5.
REPLACE SOIL AFTER
SETTLING
BACKFILL IN ACCORDANCE
WITH L-110 SPECIFICATIONS
2" SCHEDULE 40 PVC CONDUIT
TELEPHONE CABLE (BY PHONE
UTILITY)
1" AFG MIN.
1#3 BAR6" TYP.
6"LAP12"
ELECTRIC
NOTES:
3"
TYP.
12"12"#3 REBAR
12" DEEP GRAVEL MAT18" MIN.COVER
EXTRA HEAVY DUTY, NON-METALLIC COVER
WITH LOGO "ELECTRIC".
FINISHED GRADE P-610 CONCRETE, ALL
SIDES.
COMPOSITE JUNCTION BOX, UL LISTED, SIZE
AS SCHEDULED, BOX WITH SOLID BOTTOM.
EXTENSIONS AND OPEN BOTTOM SECTIONS
AS REQUIRED FOR DEPTH AND CONDUIT;
CONDUITS SHALL TURN UP INTO PULLBOX,
MINIMUM 6" ABOVE BOTTOM, TO PREVENT
WATER/DIRT ENTRY INTO CONDUITS
3' MINIMUM
FOR CAPPED
STUBOUTS
3/4" CHAMFER ALL AROUND
CONDUIT AS SHOWN ON
PLANS
STAINLESS STEEL BOLTS WITH
ANTI-SEIZE COMPOUND
(TYPICAL).
1. UL LISTED PULLBOX AND EXTRA HEAVY-DUTY COVER SHALL
BE DESIGNED FOR A TEST LOAD OF 33,750 LBS AND A DESIGN
LOAD OF 22,500 LBS.
2. PROVIDE PULLBOX WITH STUBOUTS AS INDICATED ON PLANS,
CAPPED WATERTIGHT.
3.PULLBOX INTERIOR DIMENSIONS SHALL BE 18"L x 11"W X 18
1/2"D.
4.PROVIDE MINIMUM 3' SLACK CABLE LOOP FOR EACH CABLE.
5.COLOR CODE, TAG, AND IDENTIFY ALL CABLES IN UL LISTED
PULLBOX.
6.EXACT LOCATION OF EACH UL LISTED PULLBOX SHALL BE
APPROVED BY THE OWNER AND ENGINEER.
SEPARATION
REQUIRED
MIN.MIN.
ARC FLASH HAZARD WARNING
SIGN PER NEC ARTICLE 110.16
AND NFPA 70E
FOR SERVICE EQUIPMENT ONLY, AVAILABLE
FAULT CURRENT SIGN INCLUDING DATE
CALCULATED, PER NEC ARTICLE 110.24 (THIS IS
CALCULATED VALUE, NOT EQUIPMENT RATING)
EQUIPMENT NAMEPLATE
PER DETAIL AND NEC
CONDUCTOR COLOR
CODING IDENTIFICATION
NAMEPLATE PER NEC
ARTICLES 200.6, 210.5
AND 215.12; VERIFY
IDENTIFICATION SCHEME
WITH AHJ AND ENGINEER
ARC FLASH BOUNDARY, SHOCK HAZARD,
AND PPE REQUIREMENT WARNING SIGN
PER NEC AND NFPA 70E
6" CONCRETE FILLED SCH40
PIPE BOLLARD WITH DOMED
TOP, PAINT SAFETY YELLOW
FILL WITH CONCRETE
6" BLACK IRON PIPE,
SCHEDULE 40
P-610 CONCRETE
(7' X 42')3'-0"3"24" MIN. DIA.4'-0"PAINT POST WITH TWO COATS OF
ZINC CHROMATE PRIMER (YELLOW).
SCALE:NONE
6
E-506
TYPICAL BOLLARD DETAIL GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E506-DT.dwg Last Save: 2/11/2016 2:44 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:14 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-506
ELECTRICAL
DETAILS VI
48" MIN.INSTALL #6 AWG BARE SOLID
COPPER COUNTERPOISE
WITHIN POLYETHYLENE PIPE
INSTALL CONDUIT WITH PULL
ROPE AND CAP SPARE
WATERTIGHT
INSTALL NEW SERIES LIGHTING
CIRCUIT INCLUDING MULTIPLE
L-824C CABLES WITHIN 2"C WHICH
WILL PASS THROUGH THE 4" SDR 11
POLYETHYLENE PIPE
BORE UNDER EXISTING PAVEMENT
AND INSTALL 2-4" SDR 11
POLYETHYLENE PIPES AS SLEEVES
FOR 2" CONDUIT SYSTEMBELOWEXISTINGSUBBASE12" EXISTING SUBBASE
1.EXTEND 4" PIPES MINIMUM 15' BEYOND EACH
PAVEMENT EDGE, BOTH SIDES.
2.FOR OTHER PAVEMENT EDGES WITHOUT EDGE
LIGHTS, SUCH AS PERIMETER ROADS, EXTEND 4"
PIPES MINIMUM 10' BEYOND EACH PAVEMENT
EDGE, BOTH SIDES.
3.INSTALL DUCT MARKERS AT EACH END FOR
DUCT BORES AND SAW CUT LOCATIONS.
4.INSTALL 3/4" x 10' COPPERCLAD GROUND RODS
AT EACH END OF ELECTRICAL DUCT AND BOND
COUNTERPOISES USING EXOTHERMIC WELDS.
12" EXISTING
ASPHALT PAVEMENT
TOP OF EXISTING RUNWAY OR TAXIWAY
NOTES:
SCALE:NONE
1
E-507
DIRECTIONAL BORING SLEEVES
CABLE TAG NOTES:
1.ALL CABLES SHALL BE IDENTIFIED. INSTALL CABLE TAGS IN ALL
ACCESSIBLE LOCATIONS INCLUDING JUNCTION BOXES, PULL
BOXES, MANHOLES, HANDHOLES, AND LIGHT BASES.
2.INSTALL CABLE TAGS 12" FROM THE L-823 CONNECTORS. IF
NO CONNECTORS ARE REQUIRED, INSTALL A CABLE TAG NEAR
EACH CABLE ENTRANCE VIA DUCT OR CONDUIT.
3.CABLE IDENTIFICATION TAGS SHALL BE MADE FROM A
NON-CORROSIVE MATERIAL WITH THE CIRCUIT AND/OR LOOP
IDENTIFICATION NUMBER STAMPED OR ETCHED ONTO THE TAG.
4.TAGS SHALL BE CIRCULAR IN SHAPE, 2-INCH MINIMUM
DIAMETER AND 20 GAUGE STAINLESS STEEL.
5.SECURE EACH TAG TO THE CABLE USING WEATHER AND
ULTRAVIOLET RESISTANT NYLON CABLE TIES.
6.TAG IDENTIFICATION TEXT SHALL BE COORDINATED WITH THE
OWNER AND THE ENGINEER DURING SUBMITTALS PRIOR TO THE
WORK.2"3/16" DIAMETER
HOLE
3/8" TEXT
SIZE
SCALE:NONE
2
E-507
TYPICAL CABLE TAG
RW 18
EDGE
NAMEPLATE SHALL BE SELF ADHESIVE.
EQUIPMENT NAMEPLATE NOTES:
CCR #03, TW A
92/7
10kW, 6.6A, 3-STEP
TAP SETTING:______________________
FED FROM PANEL DP CIRCUIT DP-22"6"
3/8" MIN. HIGH LETTERING FOR
IDENTIFICATION NAME
1.
2.
3.
INSTALL 2-PLEX ACRYLIC, WHITE ON BLACK CORE, 6"x2"
TILE, 4 LINES TEXT, CUSTOM ENGRAVED NAME PLATES.
NAMEPLATE INFORMATION SHALL INCLUDE:
A. IDENTIFICATION NAME
B. VOLTAGE SYSTEM
C. RATINGS AND TYPE
D. FEEDER DESCRIPTION
E. CIRCUIT DESCRIPTION
SCALE:NONE
3
E-507
TYPICAL CONSTANT CURRENT
REGULATOR ENGRAVED PANEL NAMEPLATE
1/8" MIN. HIGH LETTERING FOR
IDENTIFICATION NAME
REQUIRED ONLY FOR
REGULATORS WITH OUTPUT
WINDING POWER TAPS
CCR #01
REGULATOR SCHEDULE
RW 11
CCR #02 RW 18
CCR #03 TW A
CCR #04 TW J
CCR #05 PAPI 11 GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E507-DT.dwg Last Save: 2/23/2016 4:23 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:14 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-507
ELECTRICAL
DETAILS VII
6"
1.
2.
8"
6"
8"
6"
8"
3" SAND
6"
8"
10'
3.
BACKFILL
3" SAND
BACKFILL
3" SAND
BACKFILL
3" SAND
BACKFILL
4.
ONE L-824C CABLE
AND ONE CONDUIT
TWO L-824C CABLES
AND ONE CONDUIT
CABLES AS REQUIRED
AND ONE CONDUIT
COUNTERPOISE GROUND RODS SHALL BE COPPERCLAD
3/4" X 10' SIZE, SPACED A MAXIMUM OF 500' APART.
CONNECT COUNTERPOISE GROUND RODS AND CONDUCTORS
WITH EXOTHERMIC WELDS ONLY.
6" DETECTABLE WARNING TAPE
WITH LEGEND "CAUTION
ELECTRIC LINE BURIED BELOW"
REPLACE SOIL AFTER
SETTLING
BACKFILL IN ACCORDANCE
WITH L-110 SPECIFICATIONS
5kV L-824 TYPE "C" CABLE
2" SCHEDULE 40 PVC CONDUIT
6" DETECTABLE WARNING TAPE
WITH LEGEND "CAUTION
ELECTRIC LINE BURIED BELOW"
REPLACE SOIL AFTER
SETTLING
BACKFILL IN ACCORDANCE
WITH L-110 SPECIFICATIONS
TWO 5kV L-824 TYPE "C"
CABLES
2" SCHEDULE 40 PVC CONDUIT
6" DETECTABLE WARNING TAPE
WITH LEGEND "CAUTION
ELECTRIC LINE BURIED BELOW"
REPLACE SOIL AFTER
SETTLING
BACKFILL IN ACCORDANCE
WITH L-110 SPECIFICATIONS
SEE LAYOUT PLANS FOR
CONDUCTOR SIZE, TYPE, AND
AMOUNT
2" SCHEDULE 40 PVC CONDUIT
CENTERLINE TRENCH SET
BY STRING LINE GUIDE
CENTERLINE TRENCH SET
BY STRING LINE GUIDE
CENTERLINE TRENCH SET
BY STRING LINE GUIDE
6" DETECTABLE WARNING TAPE
WITH LEGEND "CAUTION
ELECTRIC LINE BURIED
BELOW"
REPLACE SOIL AFTER
SETTLING
BACKFILL IN ACCORDANCE
WITH L-110 SPECIFICATIONS
5kV L-824 TYPE "C" CABLE
2" SCHEDULE 40 PVC CONDUIT
CENTERLINE TRENCH SET
BY STRING LINE GUIDE
FULL STRENGTH
PAVEMENT EDGE
RUNWAY
OR
TAXIWAY FINISHED
GRADE
GROUND RODS SHALL BE DRIVEN VERTICALLY FULL DEPTH
PLUS 6" COVER MINIMUM.CENTERLINE OF BASEMOUNTED LIGHT FIXTURESTRENCH TYPE "A" SHOWN
TYPE "C"TYPE "B"TYPE "A"
COUNTERPOISE NOTES:
SCALE:NONE
1
E-508
BASE MOUNTED FIXTURES AND CONDUIT
TRENCH DETAILS (CURRENT SYSTEM)
SEE COUNTERPOISE NOTES SEE COUNTERPOISE NOTES SEE COUNTERPOISE NOTES
18"
MIN
18"
MIN
18"
MIN
18"
MIN
10"
MIN
10"
MIN
10"
MIN
10"
MIN
THE COUNTERPOISE SHALL BE INSTALLED 4" MINIMUM ABOVE
THE CONDUIT.
SEE COUNTERPOISE NOTES
6"
8"6" DETECTABLE WARNING TAPE
WITH LEGEND "CAUTION ELECTRIC
LINE BURIED BELOW"
REPLACE SOIL AFTER
SETTLING
BACKFILL IN ACCORDANCE
WITH L-110 SPECIFICATIONS
TWO #6, 600V CABLES
2" SCHEDULE 40 PVC CONDUIT
CENTERLINE TRENCH SET
BY STRING LINE GUIDE
TYPE "D"
#6 AWG INSULATED STRANDED
COPPER EQUIPMENT GROUND
TWO 600V CABLES, ONE
EQUIPMENT GROUND, AND
ONE CONDUIT
SEE COUNTERPOISE NOTES
3" SAND
BACKFILL
18"
MIN
10"
MIN
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E508-DT.dwg Last Save: 2/11/2016 2:46 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:14 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-508
ELECTRICAL
DETAILS VIII
SURFACE COURSE
BASE COURSE
SUB-BASE
6"MIN.24" MIN.3'-0"24" MIN.P.V.C.
END BELL
PLUG EACH
CONDUIT WITH
REMOVABLE
FACTORY PLUG.
SLOPE 0.25%
TOWARD
ACCESS POINTS
AND ENDS FOR
DRAINAGE
NYLON PULL ROPE IN
EACH CONDUIT-FULL
LENGTH PLUS 10'
COILED
DUCT NOTES:
1. EXTEND ELECTRICAL DUCT 3' BEYOND EDGE OF
PAVEMENT OR EXTEND AND CONNECT TO HANDHOLES
OR MANHOLES AS INDICATED ON THE PLANS.
2. SIMILAR FOR OTHER DUCT SIZES.
SCALE:NONE
1
E-509
TYPICAL CONCRETE ENCASED
DUCTBANK INSTALLATION
TOP OF
PAVEMENT GRADE
ENCASED NOTES:
1.COUNTERPOISE WIRES SHALL BE INSTALLED ABOVE MULTIPLE CONDUITS / DUCT BANKS FOR
AIRFIELD LIGHTING CABLES, WITH THE INTENT BEING TO PROVIDE A COMPLETE CONE OF
PROTECTION OVER THE AIRFIELD LIGHTING CABLES.
2.INSTALL 3/4" x 10' COPPERCLAD GROUND RODS AT EACH END OF ELECTRICAL DUCT AND BOND
COUNTERPOISES USING EXOTHERMIC WELDS.
3.INSTALL CONDUIT SPACERS WITH LOCKING COLLARS AT 5' O.C. SPACING INTERVALS. INSTALL #4
REINFORCING BARS MINIMUM 6" INTO SOIL TO ANCHOR THE ASSEMBLY PRIOR TO PLACING THE
CONCRETE ENCASEMENT.
4.INSTALL A COUNTERPOISE 4" ABOVE EACH CONDUIT COLUMN.
5.SIMILAR FOR OTHER DUCT SIZES.
3"3"3"3"UNDISTURBED OR COMPACTED SOIL
AROUND DUCT BANK
4" CONDUITS (TYPICAL)
P-610 CONCRETE
CENTERLINE TRENCH SET BY STRING
LINE GUIDE
REPLACE SOIL AFTER SETTLING
BACKFILL IN ACCORDANCE WITH
L-110 SPECIFICATION
#6 AWG BARE SOLID COPPER
COUNTERPOISE (TYPICAL)8"3" MIN.4"12"6" DETECTABLE WARNING TAPE WITH
LEGEND "CAUTION ELECTRIC LINE
BURIED BELOW"24" MIN.3" MIN.
SCALE:NONE
2
E-509
4-WAY CONCRETE ENCASED DUCT BANK
2'-0"2'-0"TYPICAL
TYPICAL3/4" CHAMFER ALL
AROUND (TYPICAL).
NUMBER AND SIZE OF
DUCTS INSTALLED
BENEATH MARKER
(TYPICAL).
ARROWS SHALL
INDICATE DIRECTION OF
DUCT OR CABLE RUN
(TYPICAL).DUCT
4 - 4"
SPLICE CABLE
MARKER NOTES:
1.LETTERS SHALL BE 4" HIGH, 3" WIDE, STROKE 1/2" WIDE, IMPRESSED
1/4" DEEP. LETTERS SHALL BE STENCILED.
2.MARKERS SHALL BE 4" THICK MINIMUM AND PROJECT 1" A.F.G.
MAXIMUM.
3.MARKERS SHALL BE PAINTED AVIATION ORANGE.
4.COST OF CONCRETE MARKERS IS INCIDENTAL TO THE ASSOCIATED
ITEMS OF DUCT OR CABLE.
5.CABLE AND SPLICE MARKERS SHALL IDENTIFY THE CIRCUITS WHICH
THE CABLES BELONG TO.
SCALE:NONE
3
E-509
CONCRETE SLAB MARKERS
CONNECTOR NOTES:
INSTALL AIRPORT LIGHTING HEAT
SHRINK KITS TO SEAL ONLY THE
L-823 CONNECTOR/CABLE
JOINTS, EXTENDING AT LEAST 2"
ON EACH SIDE OF JOINT AFTER
SHRINKING, TYPICAL OF 2.
INSTALL SPIRAL WRAP TAPES ONE-HALF LAPPED,
ONE LAYER OF RUBBER OR SYNTHETIC RUBBER
TAPE, AND ONE LAYER OF PLASTIC TAPE,
EXTENDING AT LEAST 1-1/2 INCHES ON EACH SIDE
OF THE JOINT, SEE SPECIFICATIONS FOR
INSTALLATION DETAILS.
INSTALL L-823 CONNECTOR,
RECEPTACLE AND PLUG ENDS.
L-824C CABLE
INSTALL CABLE
TAG 12" FROM
L-823
CONNECTOR
(TYPICAL BOTH
SIDES OF
CONNECTOR)
12" (TYP)
SCALE:NONE
4
E-509
L-823 CONNECTOR INSTALLATION
FOR CAN AND CONDUIT SYSTEM
1.UTILIZE L-823 CONNECTORS ON THE CABLES IN
EACH MANHOLE, HANDHOLE, LIGHT BASE, OR
OTHER ACCESSIBLE LOCATION.
2.PROVIDE CABLE IN CONTINUOUS LENGTHS FOR
HOME RUNS OR OTHER LONG CABLE RUNS
WITHOUT CONNECTIONS, UNLESS AUTHORIZED
IN WRITING BY THE ENGINEER OR SHOWN ON
THE PLANS.
3.INSTALL 2-PIECE HEAT SHRINK KIT ON PRIMARY
CABLE CONNECTORS.
4.DO NOT INSTALL HEAT SHRINK ON SECONDARY
CABLE CONNECTORS OF THE ISOLATION
TRANSFORMERS.GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E509-DT.dwg Last Save: 2/23/2016 4:31 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:14 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-509
ELECTRICAL
DETAILS IX
INDEX NOTES:
NO.DESC.1 2 3 4 1 2 3 4
C
C
1.THIS INDEX SHOWS THE
ANTICIPATED SIGN
MODULES REQUIRED FOR
THE CHARACTERS AND
MESSAGE INDICATED.
2.THE CONTRACTOR SHALL
SUBMIT
SUBMITTALS/SHOP
DRAWINGS FOR ALL SIGNS
THAT FULLY COMPLY WITH
THE CONSTRUCTION
REQUIREMENTS LISTED IN
AC 150/5345-44 (LATEST
EDITION).
3.MANDATORY SIGNS:
PERPENDICULAR
DISTANCE FROM DEFINED
TAXIWAY EDGE TO NEAR
SIDE OF SIGN SHALL BE 25
FEET FOR SIZE 2 SIGNS,
UNLESS OTHERWISE
NOTED.
4.RUNWAY EXIT SIGNS:
PERPENDICULAR
DISTANCE FROM DEFINED
RUNWAY EDGE TO NEAR
SIDE OF SIGN SHALL BE 25
FEET FOR SIZE 2 SIGNS,
UNLESS OTHERWISE
NOTED.
5.TAXIWAY GUIDANCE
SIGNS: PERPENDICULAR
DISTANCE FROM DEFINED
TAXIWAY EDGE TO NEAR
SIDE OF SIGN SHALL BE 25
FEET FOR SIZE 2 SIGNS,
UNLESS OTHERWISE
NOTED.
6.$552:$1*/(,6
7.$552:$1*/(,6
*SIGN PANEL SHALL BE
BLANK.
LEGEND:
L L-858L LOCATION
Y L-858Y DIRECTION /
DESTINATION / BOUNDARY
R L-858R MANDATORY
INSTRUCTION
SCALE:NONE
1
E-510
NEW GUIDANCE SIGN INDEX
NEW GUIDANCE SIGN INDEX
SIGN SIDE 1 SIDE 2 SIZE STYLE CLASS MODE CIRCUIT NOTES
*
*
Y
Y
NO.DESC.1 2 3 4 1 2 3 4
NEW GUIDANCE SIGN INDEX
SIGN SIDE 1 SIDE 2 SIZE STYLE CLASS MODE CIRCUIT
2 2 2 2
LEGEND
TYPE
16 2 2 2
LEGEND
TYPE
17 2 2 2
LEGEND
TYPE
18 2 2 2
LEGEND
TYPE
19 2 2 2
LEGEND
TYPE
20 2 2 2
LEGEND
TYPE
21 2 2 2
LEGEND
TYPE
22 2 2 2
LEGEND
TYPE
23 2 2 2
LEGEND
TYPE
24 2 2 2
LEGEND
TYPE
25 2 2 2
LEGEND
TYPE
26 2 2 2
LEGEND
TYPE
27 2 2 2
LEGEND
TYPE
28 2 2 2
LEGEND
TYPE
29 2 2 2 4
LEGEND
TYPE
30 2 2 2
LEGEND
TYPE
31 2 2 2
LEGEND
TYPE
32 2 2 2
LEGEND
TYPE
33 2 2 2
LEGEND
TYPE
34 2 2 2
LEGEND
TYPE
43 2 2 2
LEGEND
TYPE
44 2 2 2
LEGEND
TYPE
45 2 2 2
LEGEND
TYPE
46 2 2 2
LEGEND
TYPE
47 2 2 2
LEGEND
TYPE
48 2 2 2
LEGEND
TYPE
49 2 2 2
LEGEND
TYPE
50 2 2 2
LEGEND
TYPE
51 2 2 2
LEGEND
TYPE
52 2 2 2
LEGEND
TYPE
53 2 2 2
LEGEND
TYPE
54 2 2 2
LEGEND
TYPE
55 2 2 2
LEGEND
TYPE
56 2 2 2
LEGEND
TYPE
57 2 2 2
LEGEND
TYPE
58 2 2 2
LEGEND
TYPE
59 2 2 2
LEGEND
TYPE
60 2 2 2
LEGEND
TYPE
61 2 2 2
LEGEND
TYPE
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W A
T/W J
T/W J
T/W J
R/W 18-36
R/W 18-36
4
4
4,6
4
4
4
4
5
4,7
4
4
5
5
5
5
5
5
5
5
3
5
5
5
5
5
3
3
5
5
5,6
5,7
5
6,7
5,6
5,6,7
62 2 2 2
LEGEND
TYPE
T/W A 5
Y Y
Y Y
D
L
B
L
B
L
18
R
D 36-18
L R R
D *
Y
J *
Y
A *
Y
G *
Y
J *
Y
B *
Y
A
L
A
L
C *
Y
A
L
A
L
D *
Y
A
L
A
L
E *
Y
A
L
A
L
F *
Y
A
L
F
L
G *
Y
L
L
L
L
C
L
A
Y Y
C
L
**
A
Y Y
**
G
L
L
Y Y
G
L
**
E
L
A
Y Y
E
L
**
A
L
C
Y
A
L
*
A
L
D
Y
A
L
*
A
L
E
Y
A
L
*
F
L
A
Y
F
L
*
L
L
G
Y
L
L
*
D *
Y
E *
Y
J *
Y
G *
Y
L *
Y
L *
Y
L *
Y
L *
Y
L *
Y
L *
Y
L *
Y
J
Y
J
L
J
L
**K
Y
K
Y
J
L
J
L
**J
Y
J
Y
K
L
K
L
**J
Y
K *
Y
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
35 2 2 1 2
LEGEND
TYPE
36 2 2 2
LEGEND
TYPE
37 2 2 2
LEGEND
TYPE
38 2 2 2
LEGEND
TYPE
39 2 2 2
LEGEND
TYPE
40 2 2 2
LEGEND
TYPE
41 2 2 2
LEGEND
TYPE
42 2 2 2
LEGEND
TYPE
T/W A
T/W J
T/W J
T/W A
T/W J
4
4
4
5
5
5
5,6
5
J *
Y
M *
Y
F *
Y
J *
Y
A
L
A
L
A
Y Y
**
A
L
J
Y
A
L
*
J *
Y
M *
Y
1
1
1
1
1
1
1
63 2 2 2
LEGEND
TYPE
41
64 2 2 2
LEGEND
TYPE
5,71
B *
Y
K *
Y
36-
R
65 2 2 2
LEGEND
TYPE
31
66 2 2 2
LEGEND
TYPE
31
Y Y
D
L
D36-18
LRR
Y Y
J
L
J36-18
LRR
R/W 18-36
R/W 18-36
4,6
4,6
4,6
67 2 2 2
LEGEND
TYPE
31
68 2 2 2
LEGEND
TYPE
31
*
Y
*F
L
*F
L
F *
Y
*
Y
L
L
L
L
F
Y
M
L
M
L
*
T/W A
T/W J
R/W 18-36
R/W 18-36
R/W 18-36
R/W 18-36
R/W 18-36
R/W 18-36
R/W 18-36
R/W 18-36
R/W 18-36
R/W 18-36
R/W 18-36
R/W 11-29
R/W 11-29
R/W 11-29
R/W 11-29
R/W 11-29
R/W 11-29
R/W 11-29
R/W 11-29
BID
SCHEDULE
ADD. ALT. 1
BID
SCHEDULENOTES
BASE BID
BASE BID
BASE BID
BASE BID
BASE BID
BASE BID
BASE BID
BASE BID
BASE BID
BASE BID
BASE BID
BASE BID
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
ADD. ALT. 1
A1
L
A1
L
A1
L
A1
L
F
L
F
L
C
L
A1
Y Y
C
L
**GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E510-DT.dwg Last Save: 2/11/2016 2:54 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:14 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-510
ELECTRICAL
DETAILS X
SCALE:NONE
1
E-511
BASE MOUNTED LIGHT BASE JUNCTION BOX INSTALLATION
12"LENGTH VARIES
6"
12"
12"
A
A
12" MIN.
12" MIN.
REINFORCEMENT, SEE SECTION
FOR SIZE AND LAYOUT
12"
L-858 GUIDANCE SIGN
12"
GRADE SOIL TO PROVIDE
DRAINAGE AWAY FROM
SIGN BASE @ 1% SLOPE
6"6"
3/4" CHAMFER
ALL AROUND
SLIP-FITTER/RUBBER
GROMMET (TYPICAL)
2" SCHEDULE
40 PVC
3/4" WEEP HOLE
CAP OR PLUG (TYPICAL)
WATER TIGHT
END BELL (TYPICAL)
6" DEEP SELECT BACKFILL
1/4" PER FOOT BEVEL,
BOTH SIDES
6" X 6" NO.6 WELDED WIRE MESH
REINFORCEMENT, MINIMUM 3"
SLOPE TO DRAIN
AWAY FROM SIGN
L-867B
LIGHT
BASE
SIGN
CENTERLINE
SIGN REFERENCE POINTL-858 OUTLINE
2" PVC TO SIGN LEG
CAP AND PLUG CONDUIT STUB OUTS
WATERTIGHT (TYPICAL)WIDTH VARIESCONCRETE COVER
P-610 CONCRETE
SCALE:NONE
4
E-511
SIGN BASE SECTION A-A
SCALE:NONE
2
E-511
SIGN BASE PLAN
12"BASE SHALL BE MINIMUM
13" THICK AT EDGE
1" AFG
OUTLINE OF 24" DEEP
CONCRETE ENCASEMENT OF
CAN AND CONDUIT TO SIGN
INSTALL 3'X3' FILTER BLANKET
UNDER BASE CAN, OVERLAP AS
DIRECTED BY ENGINEER
3"
PROVIDE 3' SLACK CABLE FOR ALL
CABLES WITHIN BASE
P-610 CONCRETE, 6" ALL
AROUND
16" DIAMETER, HEAVY-DUTY,
BASE COVER PLATE
L-867D LIGHT BASE
16" DIAMETER x 24"
DEEP, WITH INTERNAL
AND EXTERNAL GROUND
LUGS
2" CONDUIT
SLIP-FITTER
RUBBER GROMMET
BUSHING (TYPICAL)
FINISHED GRADE WITH
COMPACTED SOIL
(2) #3 HOOPS
DEDICATED 3/4" X
10' COPPERCLAD
GROUND ROD 3/4" DIA.
WEEP HOLE
6" MINIMUM SELECT
BACKFILL
1" AFG
HAND TROWEL FINISH AND SLOPE
TO DRAIN AWAY FROM BASE
2"2"2"
6"24"18" MIN28"
NOTE 4
COUPLING
6"
MIN
12" MIN
#6 AWG BARE STRANDED
COPPER BONDING JUMPER.
UTILIZE EXOTHERMIC WELD TO
BOND JUMPER TO DEDICATED
GROUND ROD AND MECHANICAL
CONNECTION AT BASE CAN
STAINLESS STEEL BOLTS WITH
ANTI-SEIZE COMPOUND
3/4" CHAMFER
ALL AROUND
EXTERNAL GROUND LUG
INSTALL 3' X 3' FILTER BLANKET
UNDER LIGHT BASE CAN, OVERLAP
AS DIRECTED BY ENGINEER
NUMBER AND SIZE OF
DUCTS INSTALLED
BENEATH MARKER
(TYPICAL).
3" DIA.
DUCT
4 - 4"
MARKER NOTES:
1.3" DIAMETER FLAT BRONZE MARKER FOR CONCRETE,
LETTERS 1/2" HIGH, RECESS MOUNTED FLUSH WITH
TOP OF PAVEMENT, EPOXY IN PLACE.
SCALE:NONE
3
E-511
BRONZE PAVEMENT EDGE DUCT MARKER
JUNCTION BOX NOTES:
1.INSTALL CABLE ID TAGS ON ALL LIGHTING CIRCUIT CABLES IN ALL BOXES.
2.PROVIDE MINIMUM 3' SLACK CABLE FOR EACH CABLE ENTERING LIGHT BASE SO THAT L-823
CONNECTIONS CAN BE LIFTED OUT OF THE BASE ABOVE GRADE.
3.DEDICATED GROUND ROD SHALL NOT BE BONDED TO SEPARATE COUNTERPOISE SYSTEM.
4.COORDINATE EXACT LIGHT BASE AND CONDUIT DRAINING LOCATIONS WITH ENGINEER PRIOR TO
WORK. INSTALL BASES WITH T-CONFIGURED CANS WITH A 1" CONDUIT AWAY FROM PAVEMENT,
INCLUDING 45 DEGREE DOWN ELBOW WITH RODENT GUARD INTO MINIMUM 1 CUBIC FOOT OPEN
GRADED, DRAINABLE AGGREGATE. TOP OF AGGREGATE SHALL BE MINIMUM 36" BELOW GRADE.
5.FOR LIGHT BASES NOTED TO CONTAIN FIELD LIGHTNING ARRESTORS, INSTALL A T-CONFIGURED CAN
WITH A 1" CONDUIT TOWARD THE PAVEMENT, INCLUDING A 45 DEGREE DOWN ELBOW. INSTALL A
GROMMET ON THE END OF 45 DEGREE ELBOW TO PREVENT WATER ENTRY. INSTALL AN ADDITIONAL
DEDICATED GROUND ROD OF THE COUNTERPOISE SYSTEM SPECIFICALLY AT THE FIELD LIGHTING
ARRESTOR LOCATION. UTILIZE EXOTHERMIC WELDS FOR ARRESTOR GROUND WIRE CONNECTION AND
FOR COUNTERPOISE WIRE CONNECTION. INSTALL A MINIMUM #4 STRANDED XHHW-2 GREEN GROUND
CONDUCTOR FROM THE ARRESTOR GROUND LUG, ROUTED THROUGH 1" CONDUIT, AND CONNECTED
TO THE GROUND ROD VIA AN EXOTHERMIC WELD.
6.INSTALL BRONZE DUCT MARKER INDICATING SIZE AND DIRECTION OF RUN.
7.THE COST FOR THE BRONZE DUCT MARKER IS SUBSIDIARY TO THE JUNCTION CAN PAY ITEM.GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E511-DT.dwg Last Save: 2/11/2016 2:55 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:15 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-511
ELECTRICAL
DETAILS XI
12"
2" SCHEDULE 40 PVC CONDUIT
MIN.
6"
L-830 TRANSFORMER
-D E
ANCHOR
EXPANSION
FINISHED GRADE WITH COMPACTED SOIL
24"
3/4" DIAMETER WEEP HOLE
SLOPE TO DRAIN AWAY FROM SIGN AND BASE-1" AFG
DEDICATED 3/4"x10' COPPERCLAD
GROUND ROD AT EACH SIGN, MAXIMUM
2" PROJECTION ABOVE PAD SURFACE
FOR GROUND CLAMP CONNECTION
#6 AWG
STRANDED
COPPER
GROUND
3/4"x10' COPPERCLAD GROUND ROD
WITH #6 AWG BARE SOLID COPPER
COUNTERPOISE AND EXOTHERMIC WELD
(2) 5kV L-824C CABLES
6" MINIMUM
SAND BACKFILL6" MINNON-CORROSIVE METAL NUMBERING TAG
ATTACHED BY METAL SCREW, SEE DETAIL FOR
LEGEND REQUIREMENTS.
L-858 GUIDANCE SIGN WITH
EXTERNAL ON/OFF SWITCH
L-867B LIGHT BASE, 12" DIAMETER x 24" DEEP,
WITH INTERNAL AND EXTERNAL GROUND LUGS, WITH
3/8" MINIMUM STEEL COVER AND GASKET, 1/4"
ABOVE PAD SURFACE
PROVIDE 3' SLACK CABLE FOR CONNECTIONS AND LIFTING
TRANSFORMERS ABOVE GRADEFRANGIBLE
COUPLINGS (TYPICAL)
CONCRETE BASE, SEE
DETAIL FOR REQUIREMENTS
3/4" CHAMFER
ALL AROUND
STAINLESS STEEL
EXPANSION ANCHOR (TYP)
GROUND
CLAMP
TOP ACCESS FOR
LAMP CHANGING
2" PVC WITH
CORD SET
EXTENSION KIT,
CONCRETE ENCASED
INTERNAL AND EXTERNAL
GROUND LUGS
#6 AWG BARE STRANDED COPPER
CONDUCTOR BONDED TO GROUND
ROD WITH EXOTHERMIC WELD
THREADED
HUB
DISTANCE FROM SIGN REFERENCE POINT
TO FULL STRENGTH PAVEMENT EDGE
METAL TETHERS (TYPICAL)
L-823 CONNECTORS WITH HEAT SHRINK AND CABLE TAGS
SLIP-FITTER RUBBER
GROMMET BUSHING (TYPICAL)
SCALE:NONE
1
E-512
BASE MOUNTED SIGN INSTALLATION
P-610
CONCRETE
AND TO EXTERNAL GROUND LUG
WITH MECHANICAL CONNECTION
STAINLESS STEEL BOLTS WITH ANTI-SEIZE COMPOUND
HOLD LINE
C TAXIWAYLC RUNWAYL
LC TAXIWAY
HOLD SIGN
SHALL BE
CANTED
DISTANCE TO
NEAR EDGE OF
SIGN
DISTANCE TO NEAR
EDGE OF SIGN
NOTES:
1. SEE GUIDANCE SIGN
INDEX FOR REQUIRED
OFFSET DISTANCES.
SCALE:NONE
2
E-512
GUIDANCE SIGN LOCATION
DISTANCE TO NEAR
EDGE OF SIGN
FA .
REMOVAL NOTES:
4.
3.
2.
1.THE AIRPORT RESERVES THE RIGHT TO
SALVAGE USABLE COMPONENTS.
ALL LIGHTING AND DEVICES REMOVED AS
PART OF THIS WORK SHALL BECOME THE
PROPERTY OF THE AIRPORT. REMOVE AND
STORE AS DIRECTED BY THE AIRPORT.
ALL ITEMS THAT ARE NOT TO BE SALVAGED
SHALL BE CAREFULLY REMOVED FROM THE
AIRPORT AND PROPERLY DISPOSED.
THE AREA DISTURBED BY THE REMOVAL
OPERATION SHALL BE RESTORED TO THE
SATISFACTION OF THE OWNER AND THE
ENGINEER. THIS SHALL INCLUDE BACKFILLING
WITH SELECT FILL, COMPACTION, GRADING,
TOPSOILING AND SEEDING.
REMOVE EXISTING GUIDANCE
SIGN, COUPLINGS, STAKES,
CONCRETE ANCHORS,
ISOLATION TRANSFORMERS
AND GROUND RODS
RECOMPACT AND SEED
DISTURBED SOIL
(SUBSIDIARY TO SIGN
REMOVAL)
ABANDON EXISTING CABLES AND
COUNTERPOISE IN PLACE
SCALE:NONE
3
E-512
STAKE MOUNTED SIGN REMOVAL
SIGN NOTES:
1.INSTALL SIGN IN ACCORDANCE WITH FAA GUIDELINES AND MANUFACTURER'S
RECOMMENDATIONS.
2.INSTALL NEW L-823 CONNECTOR KITS WITH HEAT SHRINK AND CABLE TAGS AT
ALL LIGHTS AND GUIDANCE SIGNS.
3.SUBMIT SIGN AND BASE CAN INSTALLATION METHOD SHOP DRAWINGS FOR
REVIEW AND APPROVAL PRIOR TO STARTING WORK.
4.DEMONSTRATE PROPER INSTALLATION LOCATION, ELEVATION, AND
ORIENTATION PRIOR TO CONCRETE WORK.
5.CONNECT THE COUNTERPOISE TO GROUND ROD 12" FROM CONCRETE PAD.
DO NOT CONNECT COUNTERPOISE TO LIGHT BASE CAN.
6.INSTALL A DEDICATED EQUIPMENT SAFETY GROUND ROD WITH EXOTHERMIC
WELD AT EACH SIGN.
7.UTILIZE ONLY EXOTHERMIC WELDS BELOW GRADE.
8.PROVIDE MINIMUM 3' SLACK CABLE FOR EACH CABLE ENTERING LIGHT BASE
SO THAT L-823 CONNECTIONS CAN BE LIFTED OUT OF THE BASE ABOVE
GRADE.
9.PROVIDE TETHERS FOR ALL SIGNS USING 3/16" STAINLESS STEEL AIRCRAFT
CABLE AND STAINLESS STEEL HARDWARE.
10.TETHERS AND GROUND BONDING CONDUCTOR SHALL BE SUFFICIENT LENGTH
TO ALLOW THE FRANGIBLE COUPLINGS TO OPERATE PROPERLY AND POWER
CABLE TO DISCONNECT IF THE SIGN FALLS OVER.
11.RESOD THE DISTURBED AREAS AROUND THE SIGN AND GRADE SOIL TO
PROVIDE DRAINAGE AWAY FROM SIGN BASE.
2. STAKE SIGN LOCATIONS
FOR REVIEW AND
APPROVAL PRIOR TO
FOUNDATION WORK.
HOLD SIGN
SHALL BE
CANTED
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E512-DT.dwg Last Save: 2/11/2016 2:55 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:15 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-512
ELECTRICAL
DETAILS XII
18" MIN2" CONDUIT 24"24"HEIGHT14"L-830 TRANSFORMER
1" AFG
L-861T LIGHT
BASE MOUNTED LIGHT FIXTURE NOTES:
1.
2.
(2) #3 HOOPS
3.
6" MINIMUM SELECT BACKFILL
3/4" DIAMETER WEEP HOLE
01
D WEST
4.
3"
NON-CORROSIVE METAL NUMBERING
TAG ATTACHED BY METAL SCREW,
SEE DETAIL FOR LEGEND
REQUIREMENTS
2"2"2"
PROVIDE 3' SLACK CABLE FOR CONNECTIONS AND
LIFTING TRANSFORMER ABOVE GRADE
INSTALL FIXTURE SO NUMBERING TAG AND SET SCREW
FACE PAVEMENT EDGE.
COORDINATE EXACT LIGHT BASE AND CONDUIT DRAINING LOCATIONS WITH
ENGINEER PRIOR TO WORK. INSTALL BASES WITH T-CONFIGURED CANS WITH A 1" CONDUIT
AWAY FROM PAVEMENT, INCLUDING 45 DEGREE DOWN ELBOW WITH RODENT GUARD INTO
MINIMUM 1 CUBIC FOOT OPEN GRADED, DRAINABLE AGGREGATE WRAPPED IN NON-WOVEN
FILTER FABRIC. TOP OF AGGREGATE SHALL BE MINIMUM 36" BELOW GRADE.
INSTALL NEW L-823 CONNECTOR KITS WITH HEAT SHRINK AND CABLE
TAGS AT ALL LIGHTS AND GUIDANCE SIGNS.
FRANGIBLE COUPLING,
BASE COVER PLATE
AND DISCONNECT PLUG
P-610 CONCRETE 6" ALL AROUND
5kV L-824C CABLE WITH L-823 CONNECTORS, HEAT
SHRINK, AND CABLE TAGS (TYPICAL)
L-867B LIGHT BASE,
12" DIAMETER x 24"
DEEP, WITH INTERNAL AND
EXTERNAL GROUND LUGS
STAINLESS STEEL BOLTS
WITH ANTI-SEIZE COMPOUND
HAND TROWEL FINISH AND
SLOPE TO DRAIN AWAY
FROM LIGHT
3/4" CHAMFER
ALL AROUND
FINISHED GRADE WITH
COMPACTED SOIL
COUPLING (TYPICAL)
SLIP FITTER RUBBER GROMMET
BUSHING (TYPICAL)
6"
MIN.
12" MIN.
#6 AWG BARE STRANDED COPPER
BONDING JUMPER, UTILIZE EXOTHERMIC
WELD TO BOND JUMPER TO DEDICATED
GROUND ROD AND MECHANICAL
CONNECTION AT BASE CAN EXTERNAL
DEDICATED 3/4" X
10' COPPERCLAD GROUND
ROD WITH EXOTHERMIC
DEDICATED GROUND ROD SHALL NOT BE BONDED TO SEPARATE COUNTERPOISE
SYSTEM.
BOND LIGHT BASE INTERNAL GROUND LUG TO LIGHT FIXTURE VIA
#6 AWG GREEN TYPE XHHW STRANDED COPPER WIRE, PROVIDE SLACK
FOR UNOBSTRUCTED ACCESS REMOVAL OF LIGHT FIXTURE AND COVER
SCALE:NONE
1
E-513
BASE MOUNTED LIGHT INSTALLATION
TO NEXT FIXTURE
GROUND LUG
WELD
FOR LIGHT BASES NOTED TO CONTAIN FIELD LIGHTNING ARRESTORS, INSTALL A
T-CONFIGURED CAN WITH A 1" CONDUIT TOWARD THE PAVEMENT, INCLUDING A 45
DEGREE DOWN ELBOW. INSTALL A GROMMET ON THE END OF 45 DEGREE ELBOW
TO PREVENT WATER ENTRY. INSTALL AN ADDITIONAL DEDICATED GROUND ROD OF THE
COUNTERPOISE SYSTEM SPECIFICALLY AT THE FIELD LIGHTNING ARRESTOR LOCATION.
UTILIZE EXOTHERMIC WELDS FOR ARRESTOR GROUND WIRE CONNECTION AND FOR
5.
COUNTERPOISE WIRE CONNECTION. INSTALL A MINIMUM #4 STRANDED XHHW-2 GREEN
GROUND CONDUCTOR FROM THE ARRESTOR GROUND LUG, ROUTED THROUGH 1"
CONDUIT, AND CONNECTED TO THE GROUND ROD VIA AN EXOTHERMIC WELD.
INSTALL 3' X 3' FILTER BLANKET
UNDER LIGHT BASE CAN, OVERLAP
AS DIRECTED BY ENGINEER
NOTES:
1.GROUND RODS SHALL BE INSTALLED NOT MORE THAN 500 FEET APART
FOR COUNTERPOISE AND AS SHOWN ON LAYOUT PLAN SHEETS.
2.ONE GROUND ROD SHALL BE INSTALLED AT EACH LIGHT BASE FOR
GROUNDING THE LIGHT BASE AND ASSOCIATED STEEL REINFORCEMENT.
3/4" X 10' COPPERCLAD STEEL
GROUND ROD FOR COUNTERPOISE
3/4" X 10' COPPERCLAD STEEL
GROUND ROD FOR LIGHT BASE, AND
REBAR GROUNDING
SCALE:NONE
2
E-513
TYPICAL GROUND ROD CONNECTION
#6 SOLID BARE SOFT DRAWN
COPPER COUNTERPOISE
EXOTHERMIC WELDED CONNECTION
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E513-DT.dwg Last Save: 2/11/2016 2:56 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:15 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-513
ELECTRICAL
DETAILS XIII
X' (SEE SIGN INDEX)L-867B LIGHT BASE
L-861T EDGE LIGHT
L-867B LIGHT BASE
L-858 GUIDANCE SIGN 10' MAX2"C SCHEDULE 40 PVC CONDUIT
BASE GROUND LUG
#6 AWG
STRANDED
COPPER
EDGE OF PAVEMENT
3/4" X 10'-0" COPPERCLAD
GROUND RODS AT 500' O. C.
MAXIMUM SPACING
#6 AWG BARE SOLID
COPPER COUNTERPOISE
EXOTHERMIC WELDS ONLY
DEDICATED 3/4" X 10'
COPPERCLAD GROUND ROD
AT EACH SIGN (SUBSIDIARY
TO SIGN PAY ITEM)
#6 AWG BARE SOLID
COPPER COUNTERPOISE
GROUND ROD
SERIES LIGHTING CIRCUIT IN 2" CONDUIT WITH
COUNTERPOISE FROM NEAREST EDGE LIGHT TO
GUIDANCE SIGN
L-824C CABLE
CENTERLINE OF RUNWAY OR
TAXIWAY PAVEMENT
LAYOUT NOTES:
1.INSTALL NEW L-823 CONNECTOR KITS WITH HEAT SHRINK AND CABLE TAGS AT ALL LIGHTS AND GUIDANCE SIGNS.
2.ATTACH AND CONNECT COUNTERPOISE SYSTEM AND GROUND RODS USING EXOTHERMIC WELDS ONLY.
3.INSTALL FIXTURE NUMBERING TAG AND SET SCREW FACING PAVEMENT EDGE.
4.SUBMIT SIGN AND BASE CAN INSTALLATION METHOD SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO STARTING WORK.
5.DEMONSTRATE PROPER INSTALLATION LOCATION, ELEVATION, AND ORIENTATION PRIOR TO PAVING WORK.
6.UTILIZE ONLY EXOTHERMIC WELDS BELOW GRADE.
7.PROVIDE MINIMUM 3' SLACK CABLE FOR EACH CABLE ENTERING LIGHT BASE SO THAT L-823 CONNECTIONS AND ISOLATION TRANSFORMER CAN
BE LIFTED OUT OF THE BASE ABOVE GRADE.
8.SUBMIT EXACT LOCATION LAYOUT OF EACH SIGN INSTALLATION FOR APPROVAL PRIOR TO INSTALLATION.
#6 AWG BARE SOLID COPPER
BONDING JUMPER
DEDICATED SAFETY (EQUIPMENT) 3/4"x10'
COPPERCLAD GROUND ROD AT EACH LIGHT,
INSTALLED OPPOSITE SIDE FROM PAVEMENT.
(SUBSIDIARY TO LIGHT PAY ITEM)
3500 PSI CONCRETE
ENCASEMENT
SCALE:NONE
1
E-514
GUIDANCE SIGN AND EDGE LIGHT LAYOUT PLAN
REMOVE EXISTING LIGHT
FIXTURE, METAL STAKE,
CONCRETE ANCHOR AND
ISOLATION TRANSFORMER
RECOMPACT AND SEED
DISTURBED SOIL
(SUBSIDIARY TO LIGHT
REMOVAL)
ABANDON EXISTING
CABLE IN PLACE
ABANDON EXISTING
COUNTERPOISE IN PLACE
SCALE:NONE
2
E-514
STAKE MOUNTED EDGE LIGHT REMOVAL
REMOVAL NOTES:
1.THE AIRPORT RESERVES THE RIGHT TO
SALVAGE USABLE COMPONENTS.
2.ALL LIGHTING AND DEVICES SHALL BE
REMOVED BY THE CONTRACTOR. THE
ENGINEER AND AIRPORT WILL REVIEW THE
REMOVED EQUIPMENT. ITEMS DESIGNATED AS
SALVAGE SHALL THEN BE MOVED AND STORED
AS DIRECTED BY AIRPORT.
3.ALL ITEMS THAT ARE NOT TO BE SALVAGED
SHALL BE CAREFULLY REMOVED FROM THE
AIRPORT AND PROPERLY DISPOSED.
4.THE AREA DISTURBED BY THE REMOVAL
OPERATION SHALL BE RESTORED TO THE
SATISFACTION OF THE OWNER AND THE
ENGINEER. THIS SHALL INCLUDE BACKFILLING
WITH SELECT FILL, COMPACTION, GRADING,
AND SODDING. AREA RESTORATION SHALL BE
SUBSIDIARY TO THE EQUIPMENT PAY ITEM.10'3' SEE NOTE aRUNWAY EDGE
LIGHT OFFSET LINE
(TYPICAL 10')
RUNWAY
SPACING NOTES:
1.THE LAST TAXIWAY EDGE LIGHT AT A RUNWAY/TAXIWAY
INTERSECTION SHALL BE PLACED AT AN ADDITIONAL 3' FROM
THE RUNWAY EDGE LIGHT OFFSET LINE, RUNNING PARALLEL TO
RUNWAY CENTERLINE, TO KEEP FROM CONFLICTING WITH
RUNWAY EDGE LIGHTS.
2.SEE TABLE BELOW FOR SPACING REQUIREMENTS.
3.INSTALL ONLY ONE LIGHT WHERE TAXIWAY AND TAPER
INTERSECT WHEN L < 3'.TAXIWAYC RUNWAYL LFIGURE 2A. SAMPLE LAYOUT FOR RUNWAY
AND TAXIWAY INTERSECTION (L = 3'd L<10')
TABLE 1
SECTION LENGTH (L)NUMBER, EDGE
LIGHTS (N) (PER SIDE)MAXIMUM SPACING SPACING
L<3'1 N/A N/A
3'd L<10'2 10'L
10'dLd40'3 20'L/2
L>40'[(L/MAX) + 1]*20'L/(N-1)
*ROUND VALUE UP
TO NEXT WHOLE #10'3' SEE NOTE 1RUNWAYTAXIWAYC RUNWAYL
FIGURE 2B. SAMPLE LAYOUT FOR RUNWAY
AND TAXIWAY INTERSECTION (L = 10'dLd40')LLLSEE NOTE 2 SEE NOTES 2
AND 3
RUNWAY EDGE
LIGHT OFFSET LINE
(TYPICAL 10')
SCALE:NONE
3
E-514
RUNWAY-TAXIWAY INTERSECTION LIGHTING DETAIL GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E514-DT.dwg Last Save: 2/23/2016 4:31 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:15 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-514
ELECTRICAL
DETAILS XIV
3/4" CHAMFER
ALL AROUND
FINISHED GRADE
§
2" EMT PIPE
P-610 CONCRETE PAD
FRANGIBLE 2" EMT
MOUNTING FLANGES
50" MINIMUM25.5"14.5"25.25"14.5"21"PLUG
BASEPLATE
6" MIN.1" AFG36" MINTYP.
3"
2"
TYP.
13.25"14"
78" MINIMUM 3" CLR.3" CLR.DEDICATED 3/4" X 10' COPPERCLAD
GROUND ROD WITH EXOTHERMIC
WELD AT EACH PAD, BONDED TO PAPI
UNIT AND BASE CAN EXTERNAL GROUND
#6 AWG BARE STRANDED
COPPER EQUIPMENT
GROUND TO DEDICATED
ROD
STUBOUT 1"C
NEAR FLANGE
TWO-LAMP,
THREE-LEG PAPI
LIGHT UNIT
HASP FOR
REMOVABLE
TOP COVER
FLEXIBLE
LIQUID-TIGHT
CONDUIT AND
WIRING
BREAKABLE
COUPLINGS
L-867 SIZE D BASE 16" DIAMETER,
24" DEEP, WITH INTERNAL AND
EXTERNAL GROUND LUGS, INSTALL
BEHIND UNIT FOR EASIER ACCESS.
2" SCHEDULE 40 PVC CONDUIT
WITH CABLES AND EQUIPMENT
GROUND BETWEEN LIGHT UNITS
BUSHING (TYPICAL)
EXOTHERMIC WELDS
ONLY (TYPICAL)
6" OUTSIDE
DIAMETER
TWO MOUNTING HOLES
9/16" DIAMETER ON
A 4-3/4" BOLT
&,5&/($3$573/4" CHAMFER
ALL AROUND
1" SCH. 40
PVC TO ROD
FLOOR
FLANGE
16" BASEPLATE WITH 2" HUB MOUNTED ON
L-867D LIGHT BASE
COUNTERPOISE
GROUND ROD
CONDUIT DRAIN,
ONE REQUIRED
PER PAPI WING BAR
LIGHT OUTPUT
TOWARD THRESHOLD
#5 "U" BARS @ 10"
O.C., EACH WAY, TOP
AND BOTTOM
COMPACTED
SUB-GRADE
(TYPICAL)CONSOLIDATING
HARNESS (STYLE B
CURRENT POWERED
SHOWN)
(2) #5 BARS,
EVENLY
SPACED, EACH
FACE, PROVIDE
2'-6"X2'-6"
"L" BARS FOR
LAP SPLICING
AT CORNERS
TO DEDICATED
GROUND ROD
SCALE:NONE
1
E-515
L-881 PAPI UNIT FOOTING PLAN
3" CLR.
3" CLR.
2-#5 X 5'-0"
@ 3" O.C.,
TYPICAL
EACH SIDE,
TOP ONLY,
3" CLEAR
1-#5 X 4'-0",
TYPICAL 4
SIDES, TOP
ONLY, 3"
CLEAR
#6 AWG BARE
SOLID COPPER
COUNTERPOISE,
ROUTED 12"
CLEAR AROUND
BASE
3"
12" CLR
TYP. ALL AROUND
COUPLINGS
UNIT
OUTLINE
LUG WITH MECHANICAL CONNECTIONS
INSTALLATION NOTES:
1.L-867 SIZE D BASE SHALL BE LOCATED BEHIND THE UNIT WITHIN REACH OF THE CABLE ASSEMBLY.
2.MANUFACTURER SHALL SUPPLY DIMENSIONS ON SHOP DRAWINGS; CONTRACTOR SHALL VERIFY
AND COORDINATE IN ADVANCE PRIOR TO ANY WORK.
3.UTILIZE STAINLESS STEEL MOUNTING HARDWARE ONLY WITH ANTI-SEIZE COMPOUND.
4.COORDINATE EXACT LIGHT BASE AND CONDUIT DRAINING LOCATION WITH ENGINEER PRIOR TO
WORK. INSTALL ONE PAPI WING BAR LIGHT BASE WITH T-CONFIGURED CAN WITH A 2" CONDUIT
AWAY FROM RUNWAY, INCLUDING 45 DEGREE DOWN ELBOW INTO MINIMUM 1 CUBIC FOOT OPEN
GRADED, DRAINABLE AGGREGATE, TOP OF AGGREGATE MINIMUM 36" BELOW GRADE.
5.DEPTH OF FOUNDATION SHALL BE MINIMUM 36" OR 12" BELOW FROST LINE WHICHEVER IS
GREATER.
6.SLOPE PAD TO DRAIN AWAY FROM PAPI UNIT AND BASE.
7.BOND LAMP HOUSING AND BOX TO BASE INTERNAL GROUND LUG.
8.STENCIL VERTICAL AIMING ANGLES ON EACH PAPI UNIT, BLACK NUMERALS 1" MINIMUM HEIGHT.
9.DEDICATED GROUND ROD SHALL NOT BE BONDED TO SEPARATE COUNTERPOISE SYSTEM.
10.VERIFY PAPI FOUNDATION WITH MANUFACTURER MOUNTING REQUIREMENTS PRIOR TO
CONSTRUCTION.
11.ALL CONCRETE SHALL BE PLACED ACCORDING TO THE LATEST EDITIONS OF ACI 301 AND ACI 117.
12.ALL REINFORCING BARS SHALL CONFORM TO ASTM A 615, GRADE 60.
13.ALL CONCRETE SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT OF 5-1/2 PERCENT, PLUS OR
MINUS 1-1/2-INCH NOMINAL MAXIMUM AGGREGATE SIZE.
14.DO NOT ALLOW FLEXIBLE LIQUID-TIGHT CONDUIT TO LAY ON THE GROUND.
15.CAP UNUSED CONDUITS.
16.ALL PAPI LIGHT BOXES SHALL BE PROVIDED WITH BAFFLES TO SET THE LIMITS OF THE OBSTACLE
CLEARANCE SURFACE (OCS) TO 10 DEGREES EITHER SIDE OF THE RUNWAY CENTERLINE (20
DEGREES TOTAL) TO RESTRICT EXCESS HORIZONTAL LIGHT BEAM DISTRIBUTION.GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E515-DT.dwg Last Save: 2/23/2016 4:17 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:15 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-515
ELECTRICAL
DETAILS XV
SCALE:NONE
1
E-516
L-881 PAPI WIRING DIAGRAM (STYLE B - CURRENT POWERED)
XMFR XMFR XMFR XMFR
FROM
DEDICATED
CONSTANT
CURRENT
REGULATOR
6.6A
L-824C 5kV CABLES IN 2"
PVC CONDUIT (TYPICAL)
PRIMARY PLUG AND RECEPTACLE
L-823 5kV CONNECTORS (TYPICAL)
L-830, ISOLATION TRANSFORMERS
AS RECOMMENDED BY THE PAPI
MANUFACTURER (TYPICAL)
SECONDARY PLUG
AND RECEPTACLE
(TYPICAL)
CONSOLIDATING
HARNESS
(TYPICAL)
PAPI LIGHT
UNIT 1
(MASTER)
PAPI LIGHT
UNIT 2
(SLAVE #1)
WATERPROOF SPLICE
(TYPICAL)
TILT SWITCH LOOP CONDUCTORS,
QUANTITY AS REQUIRED
DIAGRAM NOTES:
2.INSTALL ALL INTERCONNECTING CABLES AND
EQUIPMENT ACCORDING TO MANUFACTURER'S
REQUIREMENTS. MAKE ALL FINAL CONNECTIONS.
INSTALL EQUIPMENT GROUND BETWEEN ALL LIGHT
UNITS. BOND ALL BOXES, BASES AND LIGHT UNITS TO
THE EQUIPMENT GROUND SYSTEM.
ALL SPLICES SHALL BE WATERPROOF.
3.
1.CONTRACTOR SHALL VERIFY AND INSTALL
CONNECTORS AS REQUIRED BY THE MANUFACTURER.
4.
PAPI WING BAR LIGHT SHOWING WHITE
PAPI WING BAR
PAPI WING BAR LIGHT UNIT
A
B
L
RUNWAY
LEGEND
PAPI WING BAR LIGHT SHOWING RED
NOTE:THRESHOLDL =
3.
2.
1.
CONFIGURATION NOTES:
5.
4.
8
9.
6.
7.
TYPICAL
50'+10'
-0'
THE DISTANCE FROM THRESHOLD TO THE PAPI
MUST BE CORRECTED FOR RUNWAY
LONGITUDINAL GRADIENT.
ON A PRECISION INSTRUMENT RUNWAY, AIM
THE PAPI AT THE SAME ANGLE AS THE ILS
ELECTRONIC GLIDE PATH.
THE INBOARD LIGHT UNIT MUST NOT BE LESS
THAN 50 FEET, +10, -0, FROM THE RUNWAY
EDGE OR TO OTHER RUNWAYS OR TAXIWAYS.
THE PAPI LIGHT UNIT MUST HAVE A LATERAL
SEPARATION OF 20 FEET FOR L-881
SYSTEMS. NOTE: THE DISTANCE BETWEEN LIGHT
UNITS IS MEASURED CENTER TO CENTER.
FOR THE L-881, THE DISTANCE BETWEEN
LIGHT UNITS MAY NOT VARY BY MORE THAN
)227
EACH LIGHT UNIT MUST BE AIMED OUTWARD
INTO THE APPROACH ZONE ON A LINE
PARALLEL TO THE RUNWAY CENTERLINE WITHIN
$72/(5$1&(2)'(*5((
THE BEAM CENTERS OF ALL LIGHT UNITS MUST
%(:,7+,1,1&+2)$+25,=217$/3/$1(
THE PAPI HORIZONTAL PLANE MUST BE WITHIN
1 FOOT OF THE ELEVATION OF THE RUNWAY
CENTERLINE AT THE INTERCEPT POINT OF THE
VISUAL GLIDE PATH WITH THE RUNWAY.
THE FRONT FACE OF EACH LIGHT UNIT IN A
BAR MUST BE LOCATED ON A LINE
PERPENDICULAR TO THE RUNWAY CENTERLINE
:,7+,1,1&+(6
DISTANCE OF PAPI WING BAR CENTER FROM RUNWAY
THRESHOLD CHOSEN TO MEET THRESHOLD CROSSING
HEIGHT AND OBSTACLE CLEARANCE SURFACE
REQUIREMENTS.
L-881 PAPI PATTERNS AS SEEN
FROM THE APPROACH ZONE.
CORRECT
LOW
HIGH
SCALE:NONE
2
E-516
L-881 PAPI SYSTEM CONFIGURATION (FAA REQUIREMENTS)GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E516-DT.dwg Last Save: 2/11/2016 2:59 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:15 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-516
ELECTRICAL
DETAILS XVI
THRESHOLD
A
B
300'
4 MILE RADIUS
AIMING NOTES:
1.
2.
L-881 PAPI SYSTEM AIMING
HEIGHT GROUP I 9,68$/*/,'(3$7+
PAPI UNIT AIMING ANGLE FROM HORIZONTAL (DEG-MIN-SEC)
B
A
FROM POINT
OF ORIGIN
THIS VISUAL GLIDE PATH ANGLE IS THE CENTER OF THE ON-COURSE ZONE,
AND IS A NORMAL 3 DEGREES WHEN MEASURED FROM THE HORIZONTAL
SURFACE OF THE RUNWAY.
A.FOR NON-JET RUNWAYS, THE GLIDE PATH MAY BE RAISED TO 4
DEGREES MAXIMUM TO PROVIDE OBSTACLE CLEARANCE.
B.IF THE PAPI GLIDE PATH IS CHANGED TO THE HIGHER ANGLE FROM THE
NOMINAL 3 DEGREES, IT MUST BE COMMUNICATED IN A NOTICE TO
AIRMAN (NOTAM) AND PUBLISHED IN THE AIRPORT FACILITY DIRECTORY.
LOWEST ON-COURSE
AIMING ANGLE
OBSTACLE CLEARANCE
SURFACE (OCS)
THRESHOLD
CROSSING
HEIGHT (TCH)
OBSTACLE CLEARANCE
SURFACE (OCS) BEGINS DISTANCE FROM THRESHOLD
CHOSEN TO GIVE CORRECT
TCH AND OCS
PAPI OBSTACLE CLEARANCE SURFACE (OCS).
A.THE PAPI OCS PROVIDES THE PILOT WITH A MINIMUM APPROACH CLEARANCE.
B.THE PAPI MUST BE POSITIONED AND AIMED SO NO OBSTACLES
PENETRATE ITS SURFACE.
THE OCS BEGINS 300 FEET IN FRONT OF THE PAPI SYSTEM.
THE OCS IS PROJECTED INTO THE APPROACH ZONE AT AN
ANGLE ONE DEGREE LESS THAN THE AIMING ANGLE OF THE
THIRD LIGHT UNIT FROM THE RUNWAY FOR AN L-880 SYSTEM,
OR THE OUTSIDE LIGHT UNIT FOR AN L-881 SYSTEM.
50 FEET +10
-0
20 TO 30 FEET
PAPI OCS = LOWEST ON-COURSE AIMING ANGLE - 1 DEGREE
(1)
(2)
SCALE:NONE
1
E-517
L-881 PAPI SYSTEM AIMING DIAGRAM (FAA REQUIREMENTS)
PAPI 2
LIGHT
UNITS)GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E517-DT.dwg Last Save: 2/11/2016 3:02 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:16 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-517
ELECTRICAL
DETAILS XVII
SCALE:NONE
1
E-518
TYPICAL POLE MOUNTED LIGHTING FIXTURE DETAIL
SCALE:NONE
2
E-518
LIGHT FIXTURE SCHEDULE
LAMPSMARK VOLTAGE MOUNTING
A LED ARCHITECTURAL
AREA LIGHT 59 WATT LED 208V, 1
SINGLE HEAD
POLE MOUNTEDBLED ARCHITECTURAL
AREA LIGHT 59 WATT LED
DUAL HEAD POLE
MOUNTED
6" X 6" NO.6 WELDED WIRE
MESH REINFORCEMENT,
MINIMUM 3" CONCRETE
COVER
PVC GRSC
CL
CL
GALVANIZED ANCHOR BOLTS WITH 3'-0"
EMBEDMENT, WITH NUT ON EMBEDDED END.
(DESIGNED BY POLE MANUFACTURER)3"#3 CLOSED TIES AT 12" ON
CENTER (TYPICAL)3'-0"1'-6"2"3"8'-0"24" MINIMUM24" DIAMETER
CONCRETE
6"
MIN.
3"
FINISHED GRADE
LIGHT FIXTURE WITH NEW LAMP,
SEE LIGHT FIXTURE SCHEDULE
FOR LAMP TYPE, STYLE, MATERIAL,
AND FINISH.
LIGHT FIXTURE POLE WITH FIXTURE, SEE LIGHT
FIXTURE SCHEDULE FOR STYLE, TYPE,
MATERIAL, AND FINISH
REINFORCED HANDHOLE FOR ACCESS TO IN-LINE
QUICK DISCONNECT STYLE FUSE HOLDERS WITH
FUSES AND GROUNDING LUG, REFER TO POLE
MANUFACTURER'S DETAILS FOR SIZE
RAINTIGHT POLE CAP
18"
TYPICAL
TO NEXT
FIXTURE
LC
3"
CLEAR TO
STIRRUPS
TYPICAL
GROUNDING BUSHING, TYPICAL
REFER TO POLE MANUFACTURER'S
DETAILS FOR BOLT PATTERN
BASE-PLATE COVER, MATCH
POLE MATERIAL AND FINISH
NON-SHRINK GROUT UNDER
BASE WITH 3/8" WEEP HOLES
ON TWO SIDES
1" CHAMFER, TYPICAL
#6 AWG SOLID BARE COPPER
GROUNDING CONDUCTOR
EXOTHERMIC WELDS ONLY
3/4"x10'-0" DEDICATED COPPER CLAD
GROUND ROD, TYPICAL FOR EACH POLE
VERTICAL BARS (SEE PLAN VIEW)
P-610 CONCRETE BASE,
DIAMETER AND LENGTH AS
SHOWN
1.
NOTES:
ALL HARDWARE SHALL BE CORROSION
RESISTANT, GALVANIZED RIGID STEEL.
2.CONSTRUCT FOUNDATION IN ACCORDANCE WITH
POLE MANUFACTURERS GUIDELINES, INSTALLING
BOLT TEMPLATE LEVELING UNIT, ANCHOR BOLTS,
FULL BASE-PLATE BOLT COVER, AND
ACCESSORIES FOR A COMPLETE INSTALLATION.
4.TIE ALL CONDUITS, POLE, EQUIPMENT GROUND
AND ALL OTHER METAL EQUIPMENT AND
GROUNDING LUGS TOGETHER USING #6 AWG
SOLID BARE COPPER AND APPROVED
GROUNDING CLAMPS AND CONNECT TO
GROUND ROD SYSTEM.
3.REFER TO PLAN FOR CONDUIT AND CONDUCTOR
SIZES, 2" MINIMUM GALVANIZED RIGID STEEL
&21'8,76,=(86(/21*6:((3 (/%2:6
ON ALL CONDUIT BENDS.
CONCRETE BASE
PLAN VIEW
BASE-PLATE
CL
LC BOLT LAYOUT PATTERN
AND QUANTITY AS
REQUIRED BY POLE
MANUFACTURER
CONCRETE
24" DIAMETER
#3 TIES
8-#6 VERTICAL
REINFORCING
BARS, EQUALLY
SPACED (TYPICAL)12"GRSC
WITH
BUSHING
3-#3 TIES WITHIN TOP 5" OF PIER
12"6"#6 AWG SOLID BARE COPPER GROUNDING
CONDUCTOR WITH EXOTHERMIC WELD
CONNECTION TO REBAR CAGE
VIBRATION DAMPENER
5.FURNISH LIGHT POLE WITH VIBRATION
DAMPENER.TYPICALPVC
TO NEXT FIXTURE OR CAP SPARE,
STUBOUT AND MAKE WATERTIGHT
1'-0" OVERLAP
LIGHT FIXTURES NOTES:
1.POLE TYPE = 20' ROUND STYLE POLE
2.COLOR = DARK BRONZE
3.COLOR TEMPERATURE = 4000K
4.350 mA DRIVER
5.TYPE IV DISTRIBUTION
6.INTEGRAL PHOTOCELL CONTROLLER
7.DOUBLE FUSE
208V, 1
SEE KEYED NOTE 4 ON SHEET E-117 FOR
TYPE B FIXTURE EXTERIOR CONDUIT AND
SEAL OFF REQUIREMENTS.
DESCRIPTION
LIGHT FIXTURE SCHEDULE
SCALE:NONE
3
E-518
EXISTING JET-A FUEL FARM POWER ONE-LINE
60A/2P
(2#4+1#8EG)
1"C 600V
EXISTING PANEL "B"
9:
150A/2P MCB 10kAIC
EXISTING JET-A
FUEL FARM
POWER PANEL
ONE-LINE NOTES:
1.&219(57(;,67,1*-(7$)8(/)$5032:(53$1(/)520݊72
݊
2.PROVIDE BLANK COVERS ON ALL PHASE C BREAKER SPACES.
3.UPDATE PANEL SCHEDULE.GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E518-DT.dwg Last Save: 2/23/2016 4:30 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:16 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-518
ELECTRICAL
DETAILS XVIII
SCALE:NONE
1
E-519
VGSI DATA FORMS FOR NEW
RUNWAY 11-29 PAPI-2 SYSTEMS GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E519-DT.dwg Last Save: 2/11/2016 3:17 PM Last saved by: MCLeMayLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:16 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-519
ELECTRICAL
DETAILS XIX
GENERAL NOTE:
1.VGSI DATA FORMS SHALL BE SUBMITTED TO
THE FAA IN ORDER TO COORDINATE FLIGHT
CHECK OF THE NEW PAPI SYSTEMS ON
RUNWAY 11-29.
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E520-DT.dwg Last Save: 2/23/2016 4:59 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:16 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-520
ELECTRICAL
DETAILS XX
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E521-DT.dwg Last Save: 2/23/2016 5:04 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:16 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-521
ELECTRICAL
DETAILS XXI
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB, 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED
02/29/2016
File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-E522-DT.dwg Last Save: 2/23/2016 5:03 PM Last saved by: JKSchmittLast plotted by: Schmitt, James K. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/23/2016 6:16 PM Plotter used: \\gfyvdc02\Canon iR C4080 PSMCL
JKS
E-522
ELECTRICAL
DETAILS XXII
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PEFile: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F001.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
GENERAL
NOTES
I
RNB
ACH
F-001
1. The work included in this section generally consists of the installation of
one 15,000 gallon aboveground storage tank (AST) containing Avgas and
its associated pumps and dispensing systems, and one 20,000 gallon AST
containing Jet A and its associated pump and dispensing system. These
systems will be placed within a concrete containment structure. A
concrete truck containment structure will also be constructed which will
contain tankers delivering fuel to these systems, contain the refuelers
when they are filling from the systems, and provide containment for the
refuelers when they are parked and not in service. This project is on the
Edwards Aquifer Recharge Zone, therefore an Aboveground Storage Tank
Facility Plan has been prepared and approved by the Texas Commission
on Environmental Quality (TCEQ). A copy of this plan must be kept on
site at all times, and the provisions of these plans and specifications and
the TCEQ approval letter must be followed exactly. If any variance from
these documents is required, the Engineer must be contacted so that
approval may be obtained from the TCEQ for that variance. No work
outside the plans and specifications will be approved without the prior
approval of the TCEQ.
2. The Contractor is responsible for all means and methods of construction
on this project, including all required safety provisions required for this
type of work. The Contractor shall have an OSHA 40 hour trained
hazardous material supervisor on site at all times, and all other persons
working on the site shall be OSHA trained for hazardous materials.
Additionally, a site specific safety plan shall be on site at all times.
4. It shall be the Contractor's responsibility to submit the Texas Commission
on Environmental Quality (TCEQ) 30-day construction notification, to
notify the appropriate Fire Marshal having jurisdiction, and to obtain any
and all permits for the construction of the system. The point of contact for
the City of Georgetown Fire Permit is Don Jansen (512-930-8453). The
cost associated with the fire permitting shall be subsidiary to SS-280.
5. The Contractor installing the fuel systems shall be a TCEQ licensed
contractor, and this Contractor shall have a TCEQ licensed on site
supervisor ("A" license) on site at all times that construction activities are
taking place. The licensed on site supervisor shall sign all manifests or
other documentation as required for record keeping purposes. This
documentation includes, but is not limited to, the TCEQ registration form,
AST warranty and installation forms, and "Red Lined" drawings to be used
in the development of "Record Drawings."
6. The Contractor shall document all construction activities, including "Red
Lining" one set of plans for use in the preparation of "Record Drawings."
This "Red Lined" set of drawings will be submitted to the Engineer upon
completion of the installation. Additionally, the Contractor shall provide all
records regarding equipment operation and maintenance.
7. Pressure testing of the new piping and other system components shall be
in accordance with the local Fire Marshal's requirements, or as required
by NFPA 407. Any loss in pressure shall be repaired or corrected immediately.
8. It shall be the Contractor's responsibility to provide storm water control in
accordance with all Federal and State laws. Additionally, because this site
is located on Recharge Zone, erosion and sedimentation controls must be
maintained at all times. Refer to the applicable sheets in the Temporary
9. It shall be the Contractor's responsibility to locate all utilities prior to
excavation activities. Damage to utilities will be repaired at the
Contractor's expense. This is new construction at an existing facility, and
the fuel system is being placed completely within the property lines.
Electrical lines are known to be in the area; others may be present as well.
Therefore, a careful search for utilities must be performed prior to any
excavation.
10. Persons installing equipment on this project shall have the appropriate
OHSA health and safety training, and the Contractor shall have a site
specific Health and Safety Plan for this project. This Health and Safety
Plan shall be kept on site, and shall be available for use/review at any
time.
11. For electrical details for this project, please see the electrical section of the
12. See electrical sheets for emergency fuel shut off switch locations and details.
When activated, these switches shall open the circuits and thus shut
off all power to the fuel pumps and dispensers. These switches
shall require manual resetting of a shunt trip breaker before pumping
can continue. A sign shall be mounted above the switch, 7 feet
above the ground, and shall have 2 inch red letters on a white
background stating "Emergency Fuel Shut Off." This switch shall be
not less than 20 feet from the point of fueling, nor greater than 100 feet.
13. Three copies of the project manual shall be submitted to the Owner in a three
ring binder that includes all maintenance, operations and warranty documents
associated with this project. Additionally, any and all test data such as the
precision tank and line results, if performed, shall be included.
14. Because this project is located over the Recharge Zone, this project has
been submitted to the TCEQ and other regulatory agencies for approval
as required. No major equipment component may be substituted for what
is specified without the plan set requiring resubmittal to those agencies.
Therefore, substitutions will not be approved without a significant reason.
1. All concrete used on this project shall be normal weight concrete with a
compressive strength of 3500 psi at 28 days unless otherwise noted. The
finish on all horizontal surfaces shall be a light broom finish to prevent
slips and falls.
2. Air entrainment shall not be required on this project, however a maximum
of 5 percent may used in concrete for these structures.
3. All forms used shall be watertight and structurally sound to prevent the
loss of mortar or complete form failure during concrete placement. Forms
shall remain in place at least 48 hours after concrete placement. Formed
elements shall have square faces and shall be chamfered as specified on
the plans.
4. Concrete shall be properly consolidated to prevent honeycombs or other
voids in the structure. Overconsolidation causing aggregate segregation
is not acceptable.
5. The grades and lines presented in the plans shall be followed such that
ponding and pooling of water inside the containment structures due to low
spots will not occur. The Contractor will correct ponding and pooling of
water due to an uneven finish.
6. A liquid membrane type curing compound shall be thoroughly sprayed on
the surface once finishing operations are complete to prevent surface
cracking.
7. Sawcuts for joints shall be completed as soon as concrete has taken initial
set, finishing operations are complete, and the sawcut operation will not
damage the finish of the concrete. Sawcuts shall have neat edges and cut
with straight lines.
8. All sawcut and formed joints shall be filled with a sealant resistant to Jet A.
filled as indicated on sheet F-504.
9. Concrete cylinders shall be cast by a qualified testing laboratory
technician and destructively tested to verify concrete strength. Four
cylinders shall be cast for every 50 cubic yards of concrete placed, or one
set of four per day if 50 cubic yards are not placed that day. No
equipment shall drive or be placed on concrete flatwork until the design
strength of the concrete has been reached.
10. The reinforcing steel used on this project shall be new, Grade 60 in the
sizes specified for each detail. The steel shall be clean and free of
corrosion and oil or other contaminants. Heating and bending the steel in
the field is prohibited.
11. Supports for the steel shall be used to prevent reinforcing from contacting
the base below. Concrete blocks or plastic chairs may be used, however
clay bricks may not.
1. The operation of the pumps, and the fuel dispensers shall follow the
following standards. In all cases, electrical work shall be completed in
accordance with the NEC, and all State and Local codes. For complete
electrical details, see the electrical sheets in this plan set.
a. There shall be a panel with on and off switches clearly labeled at
each pump skid near the fill connection. These panels shall be
used to start and stop the pump during the conveyance of fuel into
the respective AST or refueler. If an AST is being filled, the use of
the deadman control is not necessary. However, if a refueler is
being filled, the deadman control indicated on the two pump skid
details must be utilized.
b. There will be two self-serve positions for pilots to fill their aircraft
with Avgas. Two dispensers will be placed on an island such that
the pilots may taxi up to the dispenser, pay with a credit card, and
then place Avgas in their aircraft. The pump for this operation is a Red
Jacket pump, or approved equal, mounted on the Avgas AST. A Fuel Master
card reader, or approved equal, will be used to accept payment, authorize
the Red Jacket pump to energize, and allow the conveyance of fuel. The
dispenser will have a pulsar that relays the quantity of fuel sold to
the Fuel Master card reader so that the purchase may be
registered. Two positions are available; therefore the Red Jacket
pump shall operate even if one aircraft leaves while another is
fueling. The system shall stop operation of the Red Jacket pump
when all fuel sales are completed.
c. There shall also be two emergency fuel shut off switches for the
system; see electrical sheets for locations and construction details.
Pushing any of the emergency fuel shut off switches
shall stop the power to all electrical equipment including the pumps
and Avgas dispensers including the electric hose reels, and require
that a shunt trip breaker be reset in order for the power to be re-
established. Additionally, activating the emergency fuel shut off
switch shall cause the pump to be in the "off" position when power
is re-established.
d. The pump skids shall have a variable timer included in the motor
control panel that will shut the pump motor off at a preset time.
The initial time setting shall be 45 minutes.
e. In any case, all emergency fuel shut off switches shall be located
more than 20 feet, and less than 100 feet from the point of fueling
in accordance with NFPA 30 and 407. A detail of the switch is also
presented in the plans.
f. The dispenser and pump skids shall be prewired to perform the
listed functions.
2. A Veeder-Root TLS-450 tank monitoring system, or approved equal, shall be
placed in the Terminal Building in a position determined by the Owner. Additionally,
a Veeder Root light and audible alarm with acknowledgement switch, or approved equal,
shall be mounted adjacent to the pump skid on the spill box where it will be
seen and heard if it sounds. The tank monitoring system shall function in
the following manner:
a. There shall be a magnetostrictive probe in the center of each AST.
This probe shall be used to remotely monitor the volume of fuel in
each tank. Additionally, these probes shall be connected to a set
of dry contacts. The primary means of overfill protection at this
facility shall be the mechanical overfill valves, however the
secondary means shall be a Veeder Root high level alarm (95
percent of tank capacity). If this high level is detected, it shall de-
energize the pump motor.
b. The overfill alarm shall sound when the fuel level
reaches 85 percent in order to alert the tanker driver or Operator
that the high level is approaching. Activation of the
acknowledgement switch may be used to silence the alarm.
c. Sump sensors are located in the Transition Sump at the AST
Containment Structure and each Avgas Dispenser. The TLS-450
shall monitor these sensors and alert the Operator if any liquid
enters these sumps. This will serve as continuous monitoring for
leak detection.
d. The TLS-450 console shall be connected to a City of Georgetown
supplied computer within the Terminal Building in order to monitor
and control the monitor. Any necessary software to
perform this operation such as "Inform" shall be supplied by the
Contractor.
3. The Contractor shall ensure that all components of the system are bonded
together and grounded such that only one ground potential exists.
Sealant shall meet ASTM C 719. The joints shall be completely
1. Preparation of the subgrade and placement of the base material under
concrete structures shall be in accordance with the Geotechnical Report
prepared for this project and Item P-152 Excavation and Embankment of
the project specifications.
2. TxDOT Item 247 Type A, Grade 3 base material shall be placed under all
concrete for the pump and dispenser slabs, and the tank containment
structure and AST footings. This material shall have a maximum LL of 35
and a PI between 5 and 20 as recommended by the Geotechnical Report.
The material shall be compacted in lifts not exceeding 8 loose inches.
The compaction shall be at minimum 95 percent of the UDW as
established by ASTM D698 with a moisture content in the range of 3
percent below optimum to 3 percent above optimum. It is the intent to
place a base material in sufficient depth and quality to maintain a PVR of
less than one inch under all concrete structures associated with the fuel
system.
3. If the native soil below the base material for the fuel farm is limestone, no
moisture conditioning will be necessary. However, if the soil below the
fuel farm area is Stratum Ib fat clay, the clay shall be moisture conditioned
such that the moisture content is between optimum and +4 percent of
optimum moisture content, and shall be compacted to a minimum of 95
percent of UDW as established by ASTM D698.
plan set. Fuel Farm electrical work shall be measured and paid for per SS-300.
Storm Water section of the AST Facility Plan. Any additional Storm Water
Pollution Prevention Measures in the AST Facility Plan that are not shown
in the Storm Water Pollution Prevention Sheets of these drawings shall be
measured and paid for per SS-280.
3. An NGS monument exist in the location indicated on sheets F103 and
F104, this monument is not to be disturbed for any reason. The contractor
shall submit to the engineer for approval a detailed plan with a drawing(s)
indicating how this monument will be protected during construction. a 5'
minimum clear zone surrounding the monument shall be maintained at all
times during the new system construction and the existing system
removal.
GEORGETOWN, TX
THIS DOCUMENT IS RELEASED FOR THEPURPOSE OF INTERIM REVIEW, MARK-UP,DRAFTING. IT IS NOT TO BE USED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSES.DRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BY
BAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB. 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY AND
AIRFIELD IMPROVEMENTS
GEORGETOWN MUNICIPAL
AIRPORT 4KEJCTF0$GTT[2'+PENOTES:1.SEE G-002 FOR GENERAL NOTES.2.SEE SHEET ___ FOR TABLE OF PCCREHABILITATION REQUIRED ONTERMINAL APRON.LEGENDRESERVED FOR FUTURE LEGEND016(14%105647%6+10File: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F002.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PS
FUEL FARMGENERALNOTESII RNBACHF-002 1. All equipment and components shall be as specified unless an equal is approved by the Engineer.2. All seals in equipment used on this project shall be Viton or approved equal.3. The ASTs used at this facility shall be 15,000 gallons in nominal capacity for Avgas, and 20,000 gallons in nominal capacity for Jet A. They shall be UL-2085 "Protected" tanks. The tanks shall be internally lined for use with Jet A fuel and Avgas.4. The Jet A AST shall be sloped to the end where the sump pumps are located to facilitate removal of water. The tanks shall be sloped a total of approximately 0.3 feet. Grades for the footings are presented on the plan sheets that account for this slope.5. The Avgas fuel dispensers are presented in schematic indicating the required components, sequencing and operation. It shall be the responsibility of the Contractor to plumb and mount these components on the concrete island, which is sized to fit on the equipment presented within these plans. The pump skids shall be bolted to the concrete within the AST containment structure to prevent movement. The pump skids shall be pre-wired such that power and control wiring may simply be connected to the junction box mounted on the respective skid frames.6. All equipment mounted on the dispensers and pump skids, and on the ASTs, shall be painted white with an industrial grade coating that is resistant to Jet A fuel. The primer and topcoat shall be from the same manufacturer. The application of the coatings shall be per the manufacturer's specifications. Runs, drips, and other poor quality work will not be accepted. Do not paint over labels and name or certification plates.7. Labeling of the ASTs shall be completed in accordance with the International Fire Code, 2006 edition, and NFPA 704, and piping for fuel types and flow directions shall be completed in accordance with NFPA 407 and/or API Standard 1542.8. All piping shall be stainless steel as specified. The joints shall be welded or where necessary, flanged. Threaded joints shall not be used except for piping one inch in diameter or less. All welds shall be full penetration welds. A welder certified in accordance with ASME Section 9 shall perform all welds included in the aviation system for the City of Georgetown, and the installation of these components shall be in accordance with ASME B31.3.9. Air pressure (50 psi) shall be applied to the piping once the installation is complete, and all joints shall be soap tested. Any leaks indicated by a loss of pressure in the line, or the formation of soap bubbles at joints shall be repaired by re-welding the joint where the leak is found, or making any other repairs as necessary. The Fire Marshal shall be contacted once the pipe test is complete, and the testing must be repeated with the Fire Marshal present if he requires this for permitting.10. All flex hoses used on this project shall be UL aboveground listed, and installed in accordance with the manufacturer's specifications.11. Once the system installation is complete, the Contractor shall flush the system using new, clean Avgas and Jet A as applicable. Flushing shall continue until no scale, rust, or other solids or color is noted in the flushing fuel. Fuel used in the flushing process may not be placed back into the system for any reason. The Owner will supply the fuel used for flushing, and bear the cost of contaminated fuel disposal. The labor and coordination of the disposal of the contaminated flushing fuel is considered subsidiary to the bid price for the installation of the fuel system, and shall therefore be included in the price bid for system installation.12. Upon completion of all leak testing and flushing, the system shall be filled with fuel and all valves and systems adjusted and operation verified.13. A spill kit capable of containing a spill of 25 gallons shall be placed at the Avgas dispenser island and at each of the the pump skid connection points. The fire extinguishers shall be mounted on a pole above ground, and in a way such that the operator could easily remove and use the fire extinguisher in an emergency.14. The ASTs for this project shall arrive on site with a vacuum on the interstitial space. This vacuum shall be maintained until the Fire Department has observed the vacuum gauge and confirmed the tank integrity.1. The Contractor shall provide one training session to the City of Georgetown fuel system operators. The Contractor shall plan on the training session lasting 5 hours at minimum in order to fully describe the system and its operation, and in order to answer any questions that the City of Georgetown operators, pilots, and maintenance staff may have. The Contractor shall coordinate this training session with the City of Georgetown staff upon completion of the system, including all flushing and adjustment operations.1. The existing fuel system at the Georgetown Municipal Airport consists of one Avgas underground storage tank (UST), (10,000 gallons in nominal capacity) and one Jet A UST (12,000 gallons in nominal capacity). Additionally, there is an Avgas dispenser island with two dispensers and a card reader, an Avgas dispenser/pump cabinet, a Jet A dispenser/pump cabinet, and underground piping that leads to the Avgas dispenser island. This description of the existing system is intended to be general in nature, and does not include all components that are or may be in place. It is the intent of this project to safely remove the existing Avgas and Jet A systems in their entirety. This work shall be completed after the proposed system is constructed and fully operational. Care shall be exercised in the removal of the existing system as to not damage the new system in any 5. The existing system shall be removed by a TCEQ licensed underground storage tank contractor in accordance with 30 TAC 334.55, Permanent licensed remover on site at all times during the removal of the USTs and related systems.6. The UST removal contractor shall file the TCEQ 30 day notification, and obtain any permits required by the City of Georgetown Fire Department. This site is on the Edwards Aquifer Recharge Zone, therefore the TCEQ must be fully notified before the removal process begins in any way.7. Prior to the removal of any equipment, the Contractor shall lock out all electrical service to the systems. The conductors to the existing Avgas and Jet A electrical systems shall be permanently removed from the breakers at the panels, and these conductors shall be removed from the conduits leading to the pump motors and other electrical services. No conductors may be left in place. All conduits that can be removed from the ground shall be.8. The removal process shall be completed in accordance with 30 TAC 3HUPDQHQW5HPRYDO)URP6HUYLFH$WWKLVWLPHLWVKDOOEHassumed that the excavation will be clean and free from fuel contamination. If obvious contamination is found upon removal of the underground tanks and/or piping, the contractor shall immediately notify the Engineer and stop construction activities until further direction is provided. The contractor shall include in its bid 24 hour turn around for the excavation samples required in the removal activities so that if necessary, remedial activities may begin before the excavations are backfilled.9. The tank excavations and pipe trenches shall be backfilled immediately upon approval of the soil samples collected from these areas. If for any reason the excavations must stay open for any length of time, safety netting shall surround all openings, and unstable excavations as 10. The pipe trenches and all other excavations shall be backfilled using clean, select material free of construction debris and rocks greater than 1 inch in diameter. This material shall have a PI between 5 and 20 with a LL of 35 maximum. All excavations and trenches shall be backfilled in no greater than 8 inch loose lifts, and compaction shall be completed at no less than 95 percent of ASTM D-698. The moisture content shall be between 3 percent less than and 3 percent greater than optimum. The contractor shall submit a specification of the material proposed for use in the backfill to the Engineer for approval.11. The trenches and excavations shall be filled to match the existing grades. The top surface shall be graded to match the edges without ponding water, and shall then be sodded using grass of the same variety currently in place.12. Unless otherwise specified, the contractor shall remove all equipment from the airport, and properly dispose of this equipment. The USTs may not be cut in any way on site, and must be made vapor safe at all times. Coordinate the tank removal process with the City of Georgetown Fire Department. A Disposal Manifest for the USTs and all other materials that are to be disposed of must be submitted to the Engineer. This includes all soils and backfill from the UST excavations and pipe trenches. Payment for disposal of any materials will not take place without the submission of a Manifest showing proof of proper disposal.way.4. All aboveground components of the Jet A and Avgas systems shall becomeproperty of the Contractor and shall be removed from the site by the Contractor. determined by the Engineer shall be shored.2. The existing systems shall remain in service until all usable fuel has beenpumped from the tanks.3. A minimum of 1000 and 500 gallons of unusable Avgas and Jet A,respectively, will remain in the existing fuel tanks and must be disposed ofby the Contractor. A manifest for the fuel removed from these tanks shall besubmitted to the Engineer.Removal from Service. This TCEQ licensed contractor shall keep a
REMOVE AVGAS DISPENSER
CABINET AND CONCRETE
PAD
NEW AST
FUEL SYSTEM
REMOVE 10,000 GALLON
UST AND ALL FITTINGS.
LOCATION OF UST IS
APPROXIMATE. SEE EXISTING
EXISTING BUILDING
APPROXIMATE UNDERGROUND
AVGAS PIPE LOCATION. REMOVE
ALL UNDERGROUND FUEL PIPE
AND ANY ELECTRICAL CONDUITS.
REMOVE UNDERGROUND PIPE.
SEE CIVIL SHEETS FOR RAMP
REPLACEMENT DETAILS.
REMOVE 2 DISPENSERS, 1 CARD
READER, ALL BOLLARDS AND
CONCRETE ISLAND.
TERMINAL
BUILDING
NOTE: FOR ADDITIONAL INFORMATION, SEE
EXISTING SYSTEM REMOVAL SECTION OF
GENERAL NOTE SHEET F-002.
1 ACCESSIBLE AND 2
STANDARD PARKING SPACES
IN THIS LOCATION TO REAMIN
IN PLACE
TO BE DEMO'D
TERMINAL APRON CONCRETE PAVEMENT
REMOVAL AND REPAIR SHALL MEASURED
AND PAID FOR PER ITEM P-101 AND P-501.
PROPOSED LIMITS
OF NEW APRON
EXPANSION
SYSTEM REMOVAL NOTES 2 & 3,
SHEET F-002.GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PE
KEY MAP
File: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F101.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
DEMOLITION
PLAN I
RNB
ACH
F-101
SCALE : 1" = 10'-0"
DEMOLITION PLAN
(AVGAS SYSTEM)
NOTES:
1. UNLESS OTHERWISE NOTED, ALL ITEMS OF DEMOLITION
MEASURED AND PAID FOR PER ITEM SS-280.
ASSOCIATED WITH THE FUEL FARM SHALL BE
TERMINAL
BUILDING
REMOVE ANY OBSERVATION WELLS
AND WELL COVERS IN THEIR
ENTIRETY.
UNDERGROUND PIPING REMOVE
IN ITS ENTIRETY.
JET A DISPENSING CABINET ON
CONCRETE PAD. REMOVE AND
DISPOSE OF ALL EQUIPMENT AND
CONCRETE PAD.
12,000 GALLON JET A UST. REMOVE
UST AND ALL ASSOCIATED EQUIPMENT
IN ITS ENTIRETY. SEE EXISTING SYSTEM
REMOVAL NOTES 2 AND 3, SHEET F-002.GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PE
KEY MAP
File: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F102.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
DEMOLITION
PLAN II
RNB
ACH
F-102
SCALE : 1" = 10'-0"
DEMOLITION PLAN
(JET A SYSTEM)
1. FOR ADDITIONAL INFORMATION, SEE
EXISTING SYSTEM REMOVAL SECTION OF
GENERAL NOTE SHEET F-002.
NOTES:
2. TERMINAL APRON CONCRETE PAVEMENT IS
TO REMAIN.
3. ANY DAMAGE DONE TO THE EXISTING PAVEMENT
DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL
BE REPAIRED AT HIS/HER OWN EXPENSE.
4. UNLESS OTHERWISE NOTED, ALL ITEMS OF DEMOLITION
MEASURED AND PAID FOR PER ITEM SS-280.
ASSOCIATED WITH THE FUEL FARM SHALL BE
REMOVE FENCE
WITHIN FUEL FARM
AREA. REMOVAL IS
SUBSIDIARY TO
SS-242
PAVEMENT DEMOLITION MEASUREMENT AND PAYMENT
IS SUBSIDARY TO SS-280 AND WILL NOT BE A PART OF
REFER TO TREE REMOVAL AND STUMP
GRINDING PLAN I SHEET. TREE REMOVAL
MEASURED AND PAID FOR PER ITEM
SS-151.
1 ACCESSIBLE AND 2
STANDARD PARKING SPACES
IN THIS LOCATION TO REAMIN
IN PLACE
PAYMENT ASSOCIATED WITH ITEM P-101.
SAWCUT EXISTING HMAC TO PRODUCE CLEAN,
STRAIGHT VERTICAL FACE. THIS SHALL INCLUDE
ALL EDGES WHERE NEW CONTAINMENT STRUCTURE
MEETS THE EXISTING HMAC. LAYOUT OF THE DEMOLITION
AREA SHALL BE APPROVED BY THE ENGINEER BEFORE
ANY DEMOLITION BEGINS.
SAWCUT EXISTING HMAC TO PRODUCE CLEAN,
STRAIGHT VERTICAL FACE. THIS SHALL INCLUDE
ALL EDGES WHERE NEW CONTAINMENT STRUCTURE
MEETS THE EXISTING HMAC. LAYOUT OF THE DEMOLITION
AREA SHALL BE APPROVED BY THE ENGINEER BEFORE
ANY DEMOLITION BEGINS.
TERMI
N
A
L
D
RI
V
E
NEW AVGAS
FUEL DISPENSERS
DEMOLISH ALL EXISTING FENCE
IN LIMITS OF FUEL FARM AREA.
SEE FENCING LAYOUT PLAN.
EXISTING NGS MONUMENT
TO BE PROTECTED
SEE NOTE #3 GENERAL NOTES
2' CLEAR ZONE
MEASUREMENT AND PAYMENT OF
FENCE DEMOLITION IS PER ITEM SS-242.GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PE
KEY MAP
(IN FEET)
0 20'40'60'10'File: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F103.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
DEMOLITION
PLAN III
RNB
ACH
F-103
SCALE : 1" = 20'-0"(EXISTING PAVEMENT REMOVAL)
DEMOLITION PLAN
LEGEND
EXISTING PAVEMENT
REMOVAL AREA
NOTES:
1. LAYOUT OF PROPOSED PAVEMENT DEMOLITION
MUST BE COORDINATED WITH THE ENGINEER
AND RECEIVE HIS/HER APPROVAL BEFORE
PAVEMENT DEMOLITION COMMENCES.
2. UNLESS OTHERWISE NOTED, ALL ITEMS OF DEMOLITION
MEASURED AND PAID FOR PER ITEM SS-280.
ASSOCIATED WITH THE FUEL FARM SHALL BE
11
F-510
NEW ORNAMENTAL FENCE -
REPLACE EXISTING DECORATIVE
FENCE. REFER TO FENCE
LAYOUT PLAN AND SS-242.
TERMINATE CONTAINMENT
AREA
20' SLIDING
CANTILEVER
GATE
1 ACCESSIBLE AND 2
STANDARD PARKING
SPACES IN THIS LOCATION
TO REMAIN IN PLACE
EXISTING NGS MONUMENT
TO BE PROTECTED
SEE NOTE #3 GENERAL NOTES
2' CLEAR ZONE
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PE
KEY MAP
(IN FEET)
0 20'40'60'10'File: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F104.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
LAYOUT I
RNB
ACH
F-104
SCALE : 1" = 20'-0"
OVERALL LAYOUT
CONTRACTOR SHALL COORDINATE WITH THE
COMMENCING CONSTRUCTION IS REQUIRED.
1. LAYOUT OF CONTAINMENT STRUCTURE BEFORE
NOTES:
ENGINEER AND OWNER DURING LAYOUT.
APPROVAL FROM ENGINEER OF PROPOSED
LAYOUT IS REQUIRED.
AND SIGN DETAILS. ELECTRICAL WORK FOR THE
EMERGENCY FUEL SHUT-OFF SWITCHES
2. SEE ELECTRICAL SHEETS FOR LOCATION OF
FUEL FARM SHALL BE MEASURED AND PAID FOR
PER ITEM SS-300.
G
G
J
J
755.50 TC
755.50 TC
MATCH EXISTING
AT 755.00 +-
+757.00
10'
5'
22'
756.75
757.60 TC
757.10 TC
756.70
756.50
757.60 TC
757.60 TC
756.50
3" SCH 40 GALV PIPE
W/3" LOCKING BALL
VALVE F = 756.45L
757.30 TC
756.75
757.60 TC
757.00
756.80
757.60 TC
756.80+
756.70+
757.10
756.70
15'
H
H
K
K
M
M
+-
757.00 +-
756.75
756.75
757.60 TC
757.00
MATCH EXISTING
GRADE 757.00 +-
757.30 TC
N
N
757.60 TC
27'
13
F-502
SEE
13
F-502
SEE
SLOPE
SLOP
E
0
757.60 TC
GRADE BREAK
(TYP)
3"
1'
2'#8 GRADE 60
2 - TOP
2 - MID
2 - BOTTOM
#4 GRADE 60
12" O.C.E.W.
BARS S
10"
BAR T AT CORNER
EDGE OF
BEAM
3"MIN
STIRRUP R
TOP OF CURB
3"
1'
3'
THICKENED EDGE OF
HMAC EXISTING ROADWAY,
PER P-401
3"
3"
1'
2'#8 GRADE 60
2 - TOP
2 - MID
2 - BOTTOM
#4 GRADE 60
12" O.C.E.W.
BARS S
10"
BAR T AT CORNER
EDGE OF
BEAM
3"MIN
STIRRUP R
TOP OF CURB
THICKENED EDGE OF8"
1'
3'
HMAC EXISTING ROADWAY,
PER P-401
6"
8"
757.60
6'
756.80
757.60
756.70 756.75
FENCE AND GATE.
SEE FENCE DETAIL
SHEET
6x6-W2.9/W2.9
REINFORCING
BARS Z BOTH
SIDES
5" 3500 PSI
CONCRETE
6&+*$/967((/
PIPE THROUGH CURB
F = 756.75
TIGHT JOINT, NO E.J. SEAL
WITH O.C. 888 OR EQUAL
(BOTH SIDES)
P
L
BARS Z
2'
1'-6"
24" O.C.
#4 GRADE 60
6"
3/4" CHAMFER
#4 GRADE 60
CONTINUOUS
6x6-W2.9/W2.9
REINFORCING
BARS X
5"
BARS X
24" O.C.
#4 GRADE 60
2'
9"GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PEFile: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F501.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
TRUCK
CONTAINMENT
STRUCTURE
RNB
ACH
F-501
ENLARGED DRIVE PATH
SCALE : 1" = 10'-0"
SECTION J-J APPROACH EDGE DETAIL
SCALE : 1" = 2'-0"
SECTION M-M APPROACH EDGE DETAIL
SCALE : 1" = 2'-0"
SECTION N-N
SCALE : 1" = 2'-0"
SECTION P
SCALE : 1" = 2'-0"
VARIES3"
3"
1'
8"
2'
#8 GRADE 60
2 - TOP
2 - MID
2 - BOTTOM
BAR T AT CORNER
#4 GRADE 60
12" O.C.E.W.
BARS S
3/4" CHAMFER
(TYP) ALL EXPOSED
STIRRUP R
EDGES
#4 GRADE 60 CONTINUOUS
#4 GRADE 60 STD HOOK
18" O.C.
10"
757.60
LC
6"
8"
VARIES
#4 GRADE 60
12" O.C.E.W.
3500 PSI COMPRESSIVE
AT 28 DAYS
757.60
6'
756.80
757.60
6"
1'-6"
MIN
6"
MIN
MIN
NEW PAVEMENT
MIN THICKNESS
HMAC = 6" MIN.
PCC = 4" MIN.
NON-WOVEN FILTER
FABRIC
1'-2"PIPE LOCATOR
TAPE WIRE
CONDUCTOR
APPROVED GRANULAR
BEDDING MATERIAL
#8 GRADE 60
(HORIZONTAL)
AT CORNERS
BARS T
3'-4"
3'-4"
#4 GRADE 60
12" O.C.
(VERTICAL)
BARS S
1'-8"
1'-8"
#3 GRADE 60
18" O.C.
STIRRUP R
6"
2'-2"
6"
2'
MIN
6"
MIN
MIN
PIPE LOCATOR
TAPE WIRE
CONDUCTOR
NATIVE SOIL, FREE
OF ROCKS GREATER
THAN 1" IN DIAMETER
NON-WOVEN FILTER
FABRIC
1'-2"
APPROVED GRANULAR
BEDDING MATERIAL
3/4" WOOD EXPANSION
JOINT SEAL TOP 1" WITH
O.C. 888 OR EQUAL
EXISTING "RIBBON CURB"
DRILL 6" INTO EXISTING
CURB PLACE #5 GRADE 60
SMOOTH BAR IN HOLE.
DO NOT EPOXY IN PLACE
# 5 GRADE 60 SMOOTH
BAR 12" INTO PROPOSED
STRUCTURE
PROPOSED CONCRETE
TRUCK CONTAINMENT
STRUCTURE
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PEFile: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F502.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
TRUCK
CONTAINMENT
STRUCTURE
SECTIONS
RNB
ACH
F-502
SECTION G-G TRUCK CONTAINMENT STRUCTURE
SCALE : 1" = 2'-0"
PAVED PIPE TRENCH DETAIL
NOT TO SCALE
SECTION H-HSECTION K-K
NON-PAVED PIPE TRENCH DETAIL
NOT TO SCALE F-501
STRUCTURE JUNCTION DETAIL13
NOT TO SCALE
EXISTING CURB/CONTAINMENT
C
C
C
C
10'
12'
12'
12'
12'
12'
12'
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
12'
12'
12'
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
9'-3"
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
C
C
C
C
C
C
C
C
C
C
C
10'
11'
11'
7'
8'
5'
10'
10'
9'-6"
10'
9'-6"
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
15'3' MIN.
3' MIN.GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PEFile: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F503.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
TANK
CONTAINMENT
STRUCTURE
JOINT PATTERN
RNB
ACH
F-503
CONTAINMENT STRUCTURE JOINT PATTERN
SCALE : 1" = 10'-0"
S
F
JET A
SKID
AVGAS
SKID
3" SS FLEX HOSE
FLG x FLG UL
ABOVEGROUND
18" LONG
FILL - JET A
8
F-508
8
F-508
10
F-509
1
F-506
STAGE I VR
FILL - AVGAS
PIPE SUPPORT
10' CENTERS
MAX.
S
F
JET A
AVGAS
TRANSITION
SUMP
4
F-506
2" SS FLEX HOSE FLG x FLG
UL ABOVEGROUND 18" LONG
6"2'
5'
7'-6"
6'-3"
3'-6"
7'-6"
6'-3"
10'-6"10'-6"
26'-1"35'-1"
17'-6"26'-6"5'5'
2'-6"
8'
8'
8'
8'
2'
57'
40'
D D
9
F-509
7
F-508
6
F-507
5
F-507
VARIES
AS SPECIFIED IN
SLAB DETAIL
3/8"W x 1/2"D
JOINT SEALANT
(OC 888 OR EQUAL)
OR EQUAL
JOINT
THROUGH
CONTINUOUS
REINFORCING
INSERTED STRIP
1-1/2" SAWCUT OR
JOINT SEALANT
3/4"W x 1"D
PAVEMENT
CONCRETE
1/2" NON-EXTRUDING PREFORMED
JOINT MATERIAL ASTM D2628
OF INITIAL SET OF CONCRETE.
COMPLETED WITHIN 8 HOURS
NOTE: ALL SAW CUTS SHALL BE
(OC 888 OR EQUAL)
JET A
C
E
E
E E
E
E
E E
C C C
C C C
AVGAS
AVGAS
SKID
JET A
SKID
E
E
E E
E
E
E E
C C C C
C C C C
C C C C
C C C C
C C C C
C C C C
C C CCC
C C CCC
C C CC
C C CC
C C CCC
9'
57'
8'
40'
8'8'8'8'
8'-6"
8'
8'
8'
8'
7'-6"
B
B
C
C
A A
TRANSITION SUMP NOT
SHOWN IN THIS DETAIL
FOR CLARITY
TOP OF FOOTING
756.80
TOP OF FOOTING
757.10
TOP OF FOOTING
756.70
TOP OF FOOTING
756.70
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PEFile: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F504.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
TANK
CONTAINMENT
STRUCTURE
DETAILS
RNB
ACH
F-504
SCALE : 1" = 5'-0"
TANK LAYOUT
SCALE : 1" = 5'-0"
JOINT PATTERN
LC
3/4" CHAMFER
(TYP) ALL EXPOSED
EDGES
#6 GRADE 60
12" O.C.
LENGTH VARIES
3'-0" MIN.
#6 GRADE 60
CONTINUOUS,
6" SPACING
STIRRUP A
BARS C
(CORNERS)
6 - #8 GRADE 60
2 - TOP
2 - MID
2 - BOTTOM
CONTINUOUS
#4 GRADE 60
VARIES12" O.C.E.W.
3
F-506
BOLLARD
3"
3"
1'
6"
3"
2'
6"
4'
BARS B
2'
3"
3"
2
F-506756.90 +-
757.60
C-C 756.70
15'-5" JET A "B-B"
24'-0" AVGAS "C-C"
B-B 757.10
LC
4'7'-6"
#4 GRADE 60
12" O.C.E.W.
CONCRETE TO BE
3500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS
3"
3"
26'-1" JET A "B-B"
17'-6" AVGAS "C-C"
57' "B-B" & "C-C"VARIES3"
3"
1'
3"
2'
6"
2'
6 - #8 GRADE 60
2 - TOP
2 - MID
2 - BOTTOM
CONTINUOUS
#4 GRADE 60
12" O.C.E.W.
BOLLARD
BARS B
756.60 +-
757.60
3
F-506
3/4" CHAMFER
(TYP) ALL EXPOSED
EDGES
#6 GRADE 60
12" O.C.
LENGTH VARIES
3'-0" MIN.
#6 GRADE 60
CONTINUOUS,
6" SPACINGSTIRRUP A
BARS C
(CORNERS)
2
F-506
C-C 756.70
B-B 756.80
3"
3"
756.80 3"
3"
2
F-506
756.70
#4 GRADE 60
12" O.C.E.W.
CONCRETE TO BE
3500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS
LC
3/4" CHAMFER
(TYP) ALL EXPOSED
EDGES
#6 GRADE 60
12" O.C.
LENGTH VARIES
3'-0" MIN.
#6 GRADE 60
CONTINUOUS,
6" SPACING
STIRRUP A
BARS C
(CORNERS)
6 - #8 GRADE 60
2 - TOP
2 - MID
2 - BOTTOM
CONTINUOUS
#4 GRADE 60
VARIES12" O.C.E.W.
BOLLARD
3"
3"
1'
3"
2'
6"
3'-6"
BARS B
2'
756.75 +-
757.60
LC
12'6'-3"VARIES3"
3"
1'
3"
2'
6"
2'
6 - #8 GRADE 60
2 - TOP
2 - MID
2 - BOTTOM
CONTINUOUS
#4 GRADE 60
12" O.C.E.W.
BOLLARD
BARS B
756.55 +-
757.60
3
F-506
3/4" CHAMFER
(TYP) ALL EXPOSED
EDGES
#6 GRADE 60
12" O.C.
LENGTH VARIES
3'-0" MIN.
#6 GRADE 60
CONTINUOUS,
6" SPACINGSTIRRUP A
BARS C
(CORNERS)
12'6'-3"
40'
3
F-506
2
F-506
#8 GRADE 60
(HORIZONTAL)
AT CORNERS
BARS C
3'-4"
3'-4"
LC
VARIES3
F-506
BOLLARD
1'
2'
6"
2'
6'
4
F-506
#4 GRADE 60
12" O.C.
(VERTICAL)
BARS B
2'-6"
1'-8"
#3 GRADE 60
12" O.C.
STIRRUP A
6"
2'GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PEFile: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F505.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
TANK
CONTAINMENT
SECTIONS
RNB
ACH
F-505
SCALE : 1" = 2'-0"
SECTIONS "B-B" and "C-C"
SECTION A-A
SCALE : 1" = 2'-0"
SECTION D-D
SCALE : 1" = 2'-0"
1/4" CONT. FILLET WELD
AT JOINT (E-60XX ROD)
THREADED ADJUSTABLE
PIPE STAND
LOCK NUT
STEEL PIPE
1
CONCRETE SURFACE
%2/7('72:25.,1*6/$%%2/7672%([
"WEDGE-IT", ONE ON EACH CORNER OF THE
BASE PLATE.
4 " STEEL MOUNTING PLATE, 1'-0" SQUARE,
NOTES:
1. PAINT PIPE STAND WITH APPROVED
EXTERIOR PAINT MATCHING PIPING.
2. PLACE PIPE IN STAND WITHOUT
CLAMPS OR OTHER RESTRAINTS
3. MAXIMUM SPACING ON PIPE
SUPPORTS IS 10'-0" O.C. OR IN
POSITIONS INDICATED ON PLANS.
LOWER FOOTING ELEV = X
ELEV = X
AND NUT 2 PER FOOTING
110 MPH WIND.
RESTRAIN EMPTY AST IN
THIS FOOTING DESIGNED TO
TYPE "E"
ISOLATION JOINT
2 MATS #6-8" OCEW
0.875 INCH ANCHOR BOLT
3500 PSI COMPRESSIVE
CONCRETE
HOOK
STANDARD
1'-0" MIN
FRONT SLAB. UPPER FOOTING
BE 0.35 FEET LOWER THAN THE
THE BACK FOOTING SLAB SHALL
TO BACK OF TANK. THEREFORE,
" PER FOOT 8
1THAT TANK SLOPES
TANK FOOTING SLABS SUCH
SET ELEVATION OF JET NOTE:
MINIMUM 5'-0" SELECT FILL UNDER FOOTONGS
TO MEET SPECIFICATIONS IN GEOTECHNICAL
REPORT
CL
3"6"6"3'-0"4'-0"x12'-0" RECT. FTG.
#6 GRADE 60 BARS AT 8"
OCEW AT TOP &
BOTTOM
TANK FOOTING SUPPORT ASSEMBLY
TANK
CONCRETECONCRETE
AT 28 DAYS
CONCRETE
DOMED ON TOP
2500 PSI
CONCRETE
STEEL PIPE
PAINTED TRAFFIC
YELLOW
6" SCH 40 STEEL PIPE
FILLED WITH
CONCRETE
4'-0"15" MIN.4'-0"VEEDER ROOT SUMP
SENSOR
PIPE
2" SCH 40 GRADE 304
STAINLESS STEEL
6"
BALL VALVE
FULL PORT FIRE SAFE
PVC TAPE
NEAR THREADED
CENTRALIZER
FLEX FLANGE ENTRY
WATERPROOF BOLTED
FITTING
FITTING
STAINLESS STEEL SCH 40, GRADE 304
COAT WITH MASTIC AND WRAP WITH
AT THIS LOCATION
AND SECONDARY PIPE
SEAL BETWEEN PRIMARY
PROVIDE A WATERPROOF
CONCRETE SLAB
36" MANHOLE WITH
WITH DIESEL RESISTANT
CONCRETE. SEAL
EXTERIOR PIPE AND
1" GAP BETWEEN
12" SKIRT
CAULK
EXTENDERS AS REQUIRED
TRANSITION SUMP WITH HEIGHT
PISCES PSTF-4630 FIBERGLASS
SECONDARY. COAT WITH
FLEX - FLANGE ENTRY
WATERPROOF BOLTED
FITTING
CONCRETE SURFACE.
TO EXTEND 6" ABOVE
COATING AND WRAPPING
WRAP WITH PVC TAPE.
MASTIC AND WRAP AND
4" SCH 40 GALV. STEEL
FLANGE
THREAD ON
1'-0" MIN.2" SCH 40 GRADE 304
2" SCH 40
GRADE 304
STAINLESS STEEL
PRIMARY
STAINLESS STEEL
THREAD ON FLANGE
3" FRP
SECONDARY
5'
6'
6"
6'2'-0"6"
6x6 - W2.9/W2.9
REINFORCING WIRE
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PE
NOT TO SCALE
File: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F506.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
DETAILS
RNB
ACH
F-506
NOT TO SCALE
NOT TO SCALE
F-505
2
F-504
1
FOOTING DETAIL
PIPE STAND DETAIL
BOLLARD DETAIL3
F-505
TRANSITION SUMP DETAIL
F-504
4
NOT TO SCALE
F-505
F-510
35'-1" O.T.L
1-20,000 GALLON DOUBLE WALL FIREGUARD AST, UL-2085,
INTERNAL COATING TNEMEC SERIES 61 FOR JET A AND AVGAS
MONITOR INTERSTITIAL SPACE
WITH 2" KRUEGER GAUGE
3" ALUMINUM DROP TUBE
NOTE: BOND TANK TO GROUNDING
ROD ADJACENT TO SKID USING 4/0
BARE COPPER CONDUCTOR
6"MAX.3" SCH 40 GRADE 304 STAINLESS
STEEL FILL LINE
OPW 7640065
FLOATING SUCTION
8"
3" SCH 40 GRADE
304 STAINLESS
STEEL SUCTION
LINE
24" MANWAY
8" EMERGENCY
VENTS
6"6"
2" NPT
8"24"
ANTISIPHON VALVE
EBW #616 300-01, 1-1/2"10'-6" O.T.D.3" VENT PIPE, 12'-0" ABOVE GROUND
MINIMUM
4" GAUGE PORT WITH
LOCKING CAP
GROTH 3" CARBON STEEL
MODEL 7618 FLAME ARRESTOR
VENT. MAX TOP OF VENT
ELEVATION
= 770.00
MORRISON 818
CLOCK GAUGE
4"
VEEDER ROOT
MAGNETOSTRICTIVE
PROBE AT TANK
CENTERLINE
3"2"
APOLLO 1" SS
BALL VALVE
TUTHILL SF162
HAND SUMP PUMP
1"SS TUBE
1" SS PIPE
EXTERNAL LADDER
MORRISON 3" 9095A OVERFILL
PREVENTION VALVE SET TO 90%
OF TANK CAPACITY
3" SCH 40 GRADE 304 SS LINE TO PUMP
3" 346 FDI
THREAD-O-LET
1/2" SS THERMAL RELIEF TUBE
3"x3"x3" TEE
DOUBLE TAP BUSHING
1/4" N/O SOLENOID
VALVE FOR ANTI-SIPHON
MORRISON BROS. 2" CLOCK GAUGE
FOR FLOATING SUCTION INDICATOR,
NO. 81810000AG
1/4" SS TUBING
3"x3"x3" TEE. 3" CARBON STEEL PIPE
FOR STAGE I VR
2HP RED
JACKET AG STP
MONITOR INTERSTITIAL SPACE
WITH 2" KRUEGER GAUGE
6"
EXTERNAL LADDER
THREAD-O-LET
1" SS PIPE
1"SS TUBE
TUTHILL SF162
HAND SUMP PUMP
BALL VALVE
APOLLO 1" SS
2"3"4"
MORRISON 818
CLOCK GAUGE
3" VENT PIPE, 12'-0" ABOVE GROUND
MINIMUM
10'-6" O.T.D.EBW #616 300-01, 1-1/2"
ANTISIPHON VALVE
24"8"
2" NPT
6"6"
24" MANWAY
MORRISON BROS. 2" CLOCK GAUGE
FOR FLOATING SUCTION INDICATOR,
NO. 81810000AG
8"
OPW 7640065
FLOATING SUCTION
1/2" SS THERMAL RELIEF TUBE
3" SCH 40 GRADE 304 SS LINE TO PUMP
3" SCH 40 GRADE 304 STAINLESS
STEEL FILL LINE
6"MAX.NOTE: BOND TANK TO GROUNDING
ROD ADJACENT TO SKID USING 4/0
BARE COPPER CONDUCTOR
3" ALUMINUM DROP TUBE
INTERNAL COATING TNEMEC SERIES 61 FOR JET A AND AVGAS
1-15,000 GALLON DOUBLE WALL FIREGUARD AST, UL-2085,
26'-6" O.T.L
4"
MORRISON 3" 9095A OVERFILL
PREVENTION VALVE SET TO 90%
OF TANK CAPACITY
3" 346 FDI
8" EMERGENCY
VENT
3" STAINLESS
STEEL SUCTION
LINE
8" EMERGENCY
VENT
2" SCH 40 GRADE 304 SS TO
DISPENSERS
2" FULL PORT FIRE SAFE BALL
VALVE, FLGxFLG
MORRISON 710 N/C SOLENOID VALVE
MORRISON BROS 2" 286, 100 MESH
MORRISON BROS 2" 346 DI
UNION
VEEDER ROOT
MAGNETOSTRICTIVE PROBE AT
TANK CENTERLINE
MORRISON
78 DI
3"x3"x3" TEE
DOUBLE TAP BUSHING
1/4" N/O SOLENOID
VALVE FOR ANTI-SIPHON
GROTH 3" CARBON STEEL
MODEL 7618 FLAME ARRESTOR
VENT. MAX TOP OF VENT
ELEVATION
= 770.00
1/4" SS TUBING
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PEFile: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F507.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL TANK
DETAILS
RNB
ACH
F-507
NOT TO SCALE
AVGAS TANK DETAIL6
F-504
JET A TANK DETAIL5
F-504 NOT TO SCALE
FILTER: FACET HCS-333-1436
[&233(5&/$'
STEEL GROUNDING ROD.
CONNECT PUMP SKID AND
4/0 COPPER CONDUCTOR
STATIC REEL TO THIS
GROUNDING ROD WITH
2 ASME CODE PLATE
1 TAYLOR THERMAL RELIEF VALVE (3/4")
FACET RELAXATION CHAMBER
DO NOT ASSUME 230/460V.
SHEETS FOR PUMP MOTOR VOLTAGE.
MOTOR, 1750 RPM. SEE ELECTRICAL
4" FULL PORT FIRE SAFE BALL
3" FULL PORT FIRE SAFE BALL
BLACKMER GX3 PUMP WITH VITON
SEALS AND WELD FLANGES
BLACKMER GEAR REDUCER HRA 3.40
BALDOR 10 HP EXPLOSION PROOF
4" MORRISON 246-DRF SWING CHECK
4" OPW KAMVALOCK (PART A) WITH
POMECO 15 GALLON SPILL CONTAINER
4" MORRISON 286-F-D1 FLANGED
LINE STRAINER, TOP CLEANOUT
SWITHCES
MOTOR CONTROLS
WITH START/STOP
DUST CAP
VALVE
VALVE
(520 RPM)
VALVE
3" FULL PORT FIRE
SAFE BALL VALVE
OPW SWIVEL
364DF-0302
15' 2-1/2" API-1529
WHITTIKER NOZZLE
PAINTED WHITE USING A FUEL
FRAME TO BE PRIMED AND
WHICH EQUIPMENT IS MOUNTED.
CARBON STEEL FRAME ON
HANNAY HGR50-75
FACET 300 GPM
RELAXATION CHAMBER
RESISTANT PAINT.
DEADMAN CONTROL REQUIRED
FOR LOADING REFUELER WITH
WHITTIKER NOZZLE.
FROM
ASTS
AVIATION HOSE
1/2" UNION
1/2" CHECK VALVE
4"x3" SS
REDUCER
FACET FILTER ACCESSORIES
1 FACET HCS-333-1436 WITH
3 - CAA33-5SB COALESCER ELEMENTS
1 - SS436FB-5 SEPARATOR ELEMENTS
2 ARMSTRONG SS AIR ELIMINATOR (3/4"x1/2")
LOCKING HANDLE.
7 ASME CODE
8 API NAME PLATE
3 TAYLOR THERMAL RELIEF VALVE (3/4")
4 GAMMON DIFFERENTIAL PRESSURE
GAUGES WITH TEST VALVE.
5 GAMMON MILLIPORE CONNECTORS.
6 APOLLO SS SUMP BALL VALVE WITH
DISCRIMINATING FLOAT
SWITCH TO GEM SAFEPACK
FOR WATER SLUG. WATER
DETECTION SHALL STOP
MOTOR.
TO
ASTS3" FULL PORT FIRE
SAFE BALL VALVE
3" SCH 40 GRADE
304 STAINLESS STEEL
4x3 REDUCER
4" SCH 40 GRADE 304
STAINLESS STEEL
BUTTON
AND SILENCE
OVERFILL ALARM
VEEDER ROOT
CAP
KAMVALOK W/DUST
OPW 1611AN-0300
STAINLESS STEEL PIPE
3" SCH. 40 GRADE 304
MORRISON 246DRF, SEE
STRAINER, SEE PUMP
TOP CLEANOUT
MORRISON 286FDI
CONTAINER
REMOTE SPILL
DUST CAP
MORRISON 515 SKID DETAIL FOR SIZE
PUMP SKID DETAIL FOR
SIZE
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PE
NOT TO SCALE
File: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F508.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
PUMP SYSTEM
DETAILS I
RNB
ACH
F-508
JET A PUMP SKID7
F-504
FILL STAND DETAIL
F-504
8
NOT TO SCALE
VALVE
TO THREAD-O-LET
AT TANK INLET
1/2" SS TUBE
FROM ASTS
(420 RPM)
VALVE
VALVE
1/2" CHECK
VALVE
1/2" UNION
DUST CAP
WITH START/STOP
MOTOR CONTROLS
LINE STRAINER, TOP CLEANOUT
3" MORRISON 286-F-D1 FLANGED
POMECO 15 GALLON SPILL CONTAINER
3" OPW KAMVALOCK (PART A) WITH
3" MORRISON 246-DRF SWING CHECK
BALDOR 10 HP EXPLOSION PROOF
BLACKMER GEAR REDUCER HRA 4.19
SEALS AND WELD FLANGES
BLACKMER GX3 PUMP WITH VITON
3" FULL PORT FIRE SAFE BALL
3" FULL PORT FIRE SAFE BALL
MOTOR, 1750 RPM. SEE ELECTRICAL
SHEETS FOR PUMP MOTOR VOLTAGE.
DO NOT ASSUME 230/460V.
FACET FILTER ACCESSORIES
1 FACET HCS-333-1436 WITH
3 - CAA33-5SB COALESCER ELEMENTS
1 - SS436FB-5 SEPARATOR ELEMENTS
2 ARMSTRONG SS AIR ELIMINATOR (3/4"x1/2")
LOCKING HANDLE.
7 ASME CODE
8 API NAME PLATE
3 TAYLOR THERMAL RELIEF VALVE (3/4")
4 GAMMON DIFFERENTIAL PRESSURE
GAUGES WITH TEST VALVE.
5 GAMMON MILLIPORE CONNECTORS.
6 APOLLO SS SUMP BALL VALVE WITH
GROUNDING ROD WITH
STATIC REEL TO THIS
4/0 COPPER CONDUCTOR
CONNECT PUMP SKID AND
STEEL GROUNDING ROD.
[&233(5&/$'
FILTER: FACET HCS-333-1436
3" FULL PORT FIRE
SWITHCES
CARBON STEEL FRAME ON
WHICH EQUIPMENT IS MOUNTED.
FRAME TO BE PRIMED AND
PAINTED WHITE USING A FUEL
RESISTANT PAINT.
HANNAY HGR50-75
DEADMAN CONTROLS
REQUIRED TO OPERATE
SYSTEM WHEN REFUELER
FILL IS ADDED. SEE
ELECTRICAL NOTES.
VALVE
1/2" CHECK
TO
ASTS
DISCRIMINATING FLOAT
SWITCH TO GEM SAFEPACK
FOR WATER SLUG. WATER
DETECTION SHALL STOP
MOTOR.
SAFE BALL VALVE
3" SCH 40 GRADE
304 STAINLESS STEEL
OPW SWIVEL
364DF-0302
15' 2-1/2" API-1529
WHITTIKER NOZZLE
AVIATION HOSE
MORRISON 78DI
W/CAP
1/2" NIPPLE
1/2" BALL VALVE
1/2" NIPPLE
THREAD-O-LET
STAINLESS STEEL PIPE
W/DUST CAP
RECOVERY ADAPTOR
OPW 1611AV VAPOR
MORRISON 515
DUST CAP
REMOTE SPILL
CONTAINER
3" SCH. 40 GRADE 304
FROM AVGAS
VENT
GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PEFile: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F509.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
PUMP SYSTEM
DETAILS II
RNB
ACH
F-509
NOT TO SCALE
NOT TO SCALE
AVGAS PUMP SKID9
F-504
STAGE I VR DETAIL
F-504
10
HANNAY EPJ32-19-21
CLAD STEEL ROD
&233(5
WITH WYE CONNECTION
HANNAY HGR50-75
NOZZLE
OPW295SA-0135
1" DIA.
75' OF API 1529
VELCON VF-61
FILTER
0000
WAYNE DRESSER
G6201D/27BGJK/W1
WITH 2 STAGE SOLENOID
100:1 PULSAR, AND
ANTI-SIPHON VALVE
CONDUCTOR
ELECTRIC REEL
SS CONNECTOR
VELCON VF-61EP1/2 WITH
DIFFERENTIAL PRESSURE GAUGE (TYP)
OPW295SA-0135
NOZZLE (TYP)
HANNAY HGR50-75
WITH WYE CONNECTION (TYP)
&233(5
CLAD STEEL ROD (TYP)
1" DIA. (TYP)
75' OF API 1529
FUEL MASTER CARD READER
WAYNE DRESSER G6201D/27BGJK/W1
DISPENSER (TYP)
SS
4'
4'
4'
4'
4'
4'
4'
25'
4/0 COPPER CONDUCTOR
PHYSICALLY CONNECTS
BOTH GROUND RODS
1'
2'-6"
7'
TYP
TYP
TYP
2" SCH 40 GRADE 304 SS IN 3" FRP
CONNECTOR
BOLLARDS
BOTH SIDES
3
F-506
AIR HOSE
SEE SHEET F-511
DISPENSER
TO HOSE REEL WITH
AVIATION FUEL HOSE
AND NOZZLE.
VF-61 FILTER
STEEL ISLAND FORMS
WATERPROOF SUMP PENETRATIONS
ELECTRICAL CONDUIT
2" SCH 40 GRADE 304
STAINLESS STEEL IN 3" FRP
UNION
UNION
TEST BOOT
2" STAINLESS STEEL, COAT WITH
MASTIC AND WRAP WITH PVC TAPEENVIRON OR APPROVED EQUAL DISPENSER
SUMP WITH IMPACT VALVE MOUNTING BRACKET
VEEDER ROOT SUMP SENSOR
SS UL LISTED ABOVE GROUND
FLEX HOSE, UNION FITTING ON END,
12"
FORM
DEPTH
8"
OPW SERIES 10 DOUBLE POPPET
IMPACT VALVE. IMPACT VALVE TO
BE RIGIDLY MOUNTED TO STEEL BAR
SUCH THAT SHEAR PLAIN IS FLUSH
WITH TOP OF CONCRETE ISLAND
AND WILL RESIST A 650 FT-LB
MOMENT,
REINFORCE ISLAND CONCRETE
WITH ONE MAT OF #5, GRADE
60, 12" OCEW. CONCRETE TO
BE 3500 PSI COMPRESSIVE
STRENGTH @ 28 DAYS
TOP OF CONCRETE
2" SCH 40 HARD TURN STAINLESS STEEL ELBOW
2" x 1-1/2" SCH 40 GRADE 304
STAINLESS STEEL GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PEFile: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F510.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM
PUMP SYSTEM
DETAILS III
RNB
ACH
F-510
SCALE : 1" = 3'-0"
DISPENSER LAYOUT11
F-103
NOT TO SCALE
SECTION E-E
E-STOP AT EDGE
E-STOP
OF RAMP
20' SLIDING
CANTILEVER
GATE
AIR COMPRESSOR
ENCLOSURE
UNDERGROUND AIRLINE
1/2" SCH 40 CARBON STEEL
HANNAY HOSE REEL
FUEL DISPENSER
ISLAND
10'
B
B
A A
4'
1'
4'
6"
8"
4"1'
6"
4'
6"
6"
8"
4"
6 x 6 - W2.9/W2.9
CONCRETE TO BE 3500
PSI COMPRESSIVE
STRENGTH AT 28 DAYS.
6 x 6 - W2.9/W2.9
6 x 6 - W2.9/W2.9
AIR
COMPRESSOR
AIR COMPRESSOR SLAB
WATER TRAP
1/2" SCH 40
CARBON
STEEL PIPE
1/2" BALL VALVE
WEATHER PROOF AIR
COMPRESSOR ENCLOSURE
REQUIRED
ELECTRICAL CONDUIT BY OTHERS
NATURAL GROUND
SLOPE SOIL AWAY FROM SLAB IN ALL DIRECTIONS
6"
ABOVE
NATURAL
GROUND
SLOPE SOIL AWAY FROM
SLAB IN ALL DIRECTIONS
NATURAL GROUND
DISPENSER ISLAND
HANNAY HOSE REEL
1014-14-16
/21*+26(
WITH AIR FITTING
3'-6"
2'-9"3'
LOUVRES
LOUVRES
NOTE:
1). CONTRACTOR TO SUBMIT ENCLOSURE
SPECIFICATION FOR APPROVAL.
DRAIN TOWARDS
BACK OF ENCLOS
U
R
E
FRONT VIEW LEFT SIDE VIEWRIGHT SIDE VIEW
HINGED DOOR
1/2" ANCHOR BOLTS TO SECURE
ENCLOSURE TO CONCRETE 3'-0"
O.C. BOTH SIDES
3'-6"
3'-6"
DRAIN TOWARDS
BACK OF ENCLO
S
U
R
E
3'2'-9"3'
6"
6"
MIN
MIN
EXISITING CONCRETE
NON-WOVEN FILTER
FABRIC
6"
2'
MIN
6"
MIN
MIN
NATIVE SOIL, FREE
OF ROCKS GREATER
THAN 1" IN DIAMETER
1'-2"EXISTING
FUEL LINE
APPROVED GRANULAR
BEDDING MATERIAL
APPROVED GRANULAR
BEDDING MATERIAL
1/2" SCH 40 CARBON STEEL PIPE,
DOUBLE WRAPPED WITH PVC TAPE
1/2" AIRLINE, SCH 40 CARBON STEEL PIPE,
DOUBLE WRAPPED WITH PVC TAPE GEORGETOWN, TXDRAWN BY:
DATE:
JOB NO.:
DESIGNED BY:REV.DATEDESCRIPTIONBYBAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
0 1"
DRAWING NUMBER
FEB. 2016
13081850
REGISTRATION NO.
F-5713
PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORT4KEJCTF0$GTT[2'+PEFile: C:\Users\Owner\Documents\Fuel Designs\georgetown revisited\Georgetown Additions 2016\Georgetwon Revisions 1-25-16\F511.dwg Last Save: 2/23/2016 Last saved by: OwnerLast plotted by: Owner Plot Style: Garver Standard Half.ctb Plot Scale: 0.500000 Plot Date: 2/23/2016 Plotter used: \\gfyvdc02\Canon iR C4080 PSFUEL FARM AIR
COMPRESSOR
DETAILS
RNB
ACH
F-511
SCALE : 1" = 20'-0"
LAYOUT
SCALE : 1" = 2'-0"
AIR COMPRESSOR DETAILS
SCALE : 1" = 2'-0"
AIR COMPRESSOR ENCLOSURE DETAILS
SCALE : 1" = 2'-0"
AIR COMPRESSOR SLAB DETAILS
SCALE : 1" = 1'-0"
PIPE BURIAL DETAILS
SECTION A-A SECTION B-B
778780782784786788ELEVATION0 20 40 60 80 100 120 140 160 180 200-20-40-60309+50.00778780782784786788ELEVATION778780782784786788ELEVATION0 20 40 60 80 100 120 140 160 180 200-20-40-60310+00.00778780782784786788ELEVATION776778780782784786ELEVATION0 20 40 60 80 100 120 140 160 180 200-20-40-60310+50.00776778780782784786ELEVATION776778780782784786ELEVATION0 20 40 60 80 100 120 140 160 180 200-20-40-60311+00.00776778780782784786ELEVATION776778780782784786ELEVATION0 20406080100-20-40-60-80-85311+50.00776778780782784786ELEVATION776778780782784786ELEVATION0 20406080100-20-40-60-80-85312+00.00776778780782784786ELEVATION778780782784ELEVATION0 20406080100-20-40-60-80-85312+50.00778780782784ELEVATION776778780782784ELEVATION0 20406080100-20-40-60-80-85313+00.00776778780782784ELEVATIONSTA. 309+50 TO STA. 313+006:1-3.0%-5.0%0.6%-1.3%-5.0%5.0%-1.2%-5.0%7:1OFF. -43.85ELEV. 784.64OFF. -39.50ELEV. 783.91OFF. -35.00ELEV. 784.05OFF. -25.00ELEV. 784.67OFF. 0.00ELEV. 784.52OFF. 37.79ELEV. 784.01OFF. 47.79ELEV. 783.39OFF. 48.10ELEV. 783.38OFF. 101.21ELEV. 783.08OFF. 176.79ELEV. 782.17OFF. 186.79ELEV. 781.55OFF. 190.73ELEV. 782.156:1-3.0%-5.0%0.8%-1.9%-5.0%5.0%-1.0%-5.0%8.9%OFF. -41.83ELEV. 783.80OFF. -39.50ELEV. 783.42OFF. -35.00ELEV. 783.55OFF. -25.00ELEV. 784.18OFF. 0.00ELEV. 783.98OFF. 29.06ELEV. 783.43OFF. 39.06ELEV. 782.81OFF. 39.50ELEV. 782.79OFF. 109.94ELEV. 782.21OFF. 168.06ELEV. 781.62OFF. 178.06ELEV. 781.00OFF. 179.18ELEV. 781.106:1-3.0%-5.0%0.3%-1.6%-5.0%5.0%-1.3%-5.0%-7:1OFF. -42.26ELEV. 783.23OFF. -39.50ELEV. 782.77OFF. -35.00ELEV. 782.90OFF. -25.00ELEV. 783.53OFF. 0.00ELEV. 783.45OFF. 37.21ELEV. 782.84OFF. 47.21ELEV. 782.21OFF. 101.79ELEV. 781.80OFF. 176.21ELEV. 780.84OFF. 186.21ELEV. 780.22OFF. 188.52ELEV. 779.88-0.6%-1.2%-6.5%4.8%-1.2%-4.9%-8:1OFF. -22.62ELEV. 782.79OFF. 0.00ELEV. 782.92OFF. 47.82ELEV. 782.34OFF. 60.50ELEV. 781.39OFF. 82.47ELEV. 781.01OFF. 93.07ELEV. 781.64OFF. 183.31ELEV. 780.52OFF. 193.06ELEV. 779.92OFF. 194.10ELEV. 779.79-1.4%-0.4%-4.9%-8.6%OFF. -19.90ELEV. 782.10OFF. 0.00ELEV. 782.38OFF. 47.11ELEV. 782.21OFF. 60.07ELEV. 781.45OFF. 80.41ELEV. 779.70-0.6%0.2%-5.0%OFF. -25.00ELEV. 781.64OFF. 0.00ELEV. 781.78OFF. 46.40ELEV. 781.88OFF. 60.09ELEV. 780.56-1.1%0.2%OFF. -25.00ELEV. 780.83OFF. 0.00ELEV. 781.11OFF. 60.14ELEV. 781.21-1.5%0.1%OFF. -25.00ELEV. 780.08OFF. 0.00ELEV. 780.44OFF. 60.18ELEV. 780.49-6:1OFF. 46.40ELEV. 781.25PROPOSED FINISH GRADEEXISTING GRADEOFF. 80.09ELEV. 779.40-5.8%-5.1%1.6%OFF. 71.98ELEV. 782.16OFF. 91.20ELEV. 782.46-5.5%2.2%OFF. 72.50ELEV. 780.98OFF. 99.93ELEV. 781.58-9.4%7.3%ELEV. 779.81OFF. 91.78ELEV. 781.17-8:18.3%OFF. 71.08ELEV. 780.06GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:06 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-101TAXIWAY ACROSSSECTIONS ITAXIWAY A TAXIWAY BTAXIWAY A TAXIWAY BTAXIWAY A TAXIWAY BTAXIWAY A TAXIWAY B
774776778780782ELEVATION0 20406080100-20-40-60-80-85313+50.00774776778780782ELEVATION774776778780782ELEVATION0 20406080100-20-40-60-80-85314+00.00774776778780782ELEVATION774776778780782ELEVATION0 20406080100-20-40-60-80-85314+50.00774776778780782ELEVATION772774776778780ELEVATION0 20406080100-20-40-60-80-85315+00.00772774776778780ELEVATION772774776778780ELEVATION0 20406080100-20-40-60-80-85315+50.00772774776778780ELEVATION772774776778780ELEVATION0 20406080100-20-40-60-80-85316+00.00772774776778780ELEVATION770772774776778ELEVATION0 20406080100-20-40-60-80-85316+50.00770772774776778ELEVATION770772774776778ELEVATION0 20406080100-20-40-60-80-85317+00.00770772774776778ELEVATIONSTA. 313+50 TO STA. 317+00-1.6%0.0%-5.0%8:1OFF. -25.00ELEV. 779.37OFF. 0.00ELEV. 779.77OFF. 41.10ELEV. 779.78OFF. 51.10ELEV. 779.168:1-3.0%-5.0%-1.5%-0.7%-5.0%8:1OFF. -45.09ELEV. 778.66OFF. -39.50ELEV. 777.96OFF. -35.01ELEV. 778.10OFF. -25.00ELEV. 778.73OFF. 0.00ELEV. 779.10OFF. 29.72ELEV. 778.88OFF. 39.72ELEV. 778.26-3.0%-5.0%-1.5%-1.0%-5.0%-3.0%8:1OFF. -40.25ELEV. 777.34OFF. -35.01ELEV. 777.39OFF. -25.00ELEV. 778.02OFF. 0.00ELEV. 778.39OFF. 27.22ELEV. 778.11OFF. 37.22ELEV. 777.49OFF. 39.50ELEV. 777.42-3.0%-5.0%-1.5%-1.5%-5.0%8:1OFF. -39.84ELEV. 776.57OFF. -35.01ELEV. 776.66OFF. -25.00ELEV. 777.29OFF. 0.00ELEV. 777.67OFF. 25.00ELEV. 777.29OFF. 35.00ELEV. 776.67OFF. 39.50ELEV. 776.53-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%ELEV. 775.80OFF. -39.50ELEV. 775.80OFF. -35.01ELEV. 775.94OFF. -25.00ELEV. 776.57OFF. 0.00ELEV. 776.94OFF. 25.00ELEV. 776.57OFF. 35.00ELEV. 775.94OFF. 39.50ELEV. 775.81-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -40.20ELEV. 774.99OFF. -39.50ELEV. 775.08OFF. -35.01ELEV. 775.21OFF. -25.00ELEV. 775.84OFF. 0.00ELEV. 776.22OFF. 25.00ELEV. 775.84OFF. 35.00ELEV. 775.22OFF. 39.50ELEV. 775.08-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -39.55ELEV. 774.35OFF. -39.50ELEV. 774.35OFF. -35.01ELEV. 774.49OFF. -25.00ELEV. 775.12OFF. 0.00ELEV. 775.49OFF. 25.00ELEV. 775.12OFF. 35.00ELEV. 774.49OFF. 39.50ELEV. 774.36-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -39.82ELEV. 773.68OFF. -35.01ELEV. 773.78OFF. -25.00ELEV. 774.41OFF. 0.00ELEV. 774.78OFF. 25.00ELEV. 774.41OFF. 35.00ELEV. 773.78OFF. 39.50ELEV. 773.65PROPOSED FINISH GRADEEXISTING GRADE-8:1OFF. 71.53ELEV. 776.52OFF. 94.36ELEV. 779.37-7.3%OFF. 71.68ELEV. 775.94OFF. 92.59ELEV. 778.55-7.8%OFF. 75.88ELEV. 775.35OFF. 100.90ELEV. 778.16-6.6%OFF. 71.97ELEV. 774.77OFF. 100.46ELEV. 777.47OFF. 98.80ELEV. 776.63OFF. 89.52ELEV. 775.76OFF. 87.74ELEV. 774.93OFF. 87.56ELEV. 774.31-6.1%8:1OFF. 76.12ELEV. 774.19-4.3%8:1OFF. 72.27ELEV. 773.60-3.9%8:1OFF. 72.41ELEV. 773.02-3.6%8:1OFF. 72.56ELEV. 772.43OFF. 65.88ELEV. 775.35OFF. 66.08ELEV. 774.77OFF. 66.12ELEV. 774.19GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:06 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-102TAXIWAY ACROSSSECTIONS II
770772774776778ELEVATION0 20406080100-20-40-60-80-85317+50.00770772774776778ELEVATION768770772774776ELEVATION0 20406080100-20-40-60-80-85318+00.00768770772774776ELEVATION768770772774776ELEVATION0 20406080100-20-40-60-80-85318+50.00768770772774776ELEVATION766768770772774776ELEVATION0 20406080100-20-40-60-80-85319+00.00766768770772774776ELEVATION766768770772774ELEVATION0 20406080100-20-40-60-80-85319+50.00766768770772774ELEVATION764766768770772774ELEVATION0 20406080100-20-40-60-80-85320+00.00764766768770772774ELEVATION764766768770772774ELEVATION0 20406080100-20-40-60-80-85320+50.00764766768770772774ELEVATION762764766768770772ELEVATION0 20406080100-20-40-60-80-85321+00.00762764766768770772ELEVATIONSTA. 317+50 TO STA. 321+00-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -39.51ELEV. 772.95OFF. -39.50ELEV. 772.95OFF. -35.01ELEV. 773.08OFF. -25.00ELEV. 773.71OFF. 0.00ELEV. 774.09OFF. 25.00ELEV. 773.71OFF. 35.00ELEV. 773.09OFF. 39.50ELEV. 772.958:1-4:1-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -45.46ELEV. 772.26OFF. -41.43ELEV. 771.76OFF. -39.50ELEV. 772.25OFF. -35.01ELEV. 772.39OFF. -25.00ELEV. 773.02OFF. 0.00ELEV. 773.39OFF. 25.00ELEV. 773.02OFF. 35.00ELEV. 772.39OFF. 39.50ELEV. 772.268:1-8.4%-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -57.24ELEV. 771.69OFF. -49.57ELEV. 770.73OFF. -39.50ELEV. 771.57OFF. -35.01ELEV. 771.71OFF. -25.00ELEV. 772.34OFF. 0.00ELEV. 772.71OFF. 25.00ELEV. 772.34OFF. 35.00ELEV. 771.71OFF. 39.50ELEV. 771.588:1-6.6%-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -68.98ELEV. 771.11OFF. -57.71ELEV. 769.70OFF. -39.50ELEV. 770.90OFF. -35.01ELEV. 771.04OFF. -25.00ELEV. 771.67OFF. 0.00ELEV. 772.04OFF. 25.00ELEV. 771.67OFF. 35.00ELEV. 771.04OFF. 39.50ELEV. 770.918:1-5.9%-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -78.96ELEV. 770.31OFF. -65.85ELEV. 768.67OFF. -39.50ELEV. 770.23OFF. -35.01ELEV. 770.37OFF. -25.00ELEV. 771.00OFF. 0.00ELEV. 771.37OFF. 25.00ELEV. 771.00OFF. 35.00ELEV. 770.38OFF. 39.50ELEV. 770.24-5.8%-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -73.99ELEV. 767.64OFF. -39.50ELEV. 769.65OFF. -35.01ELEV. 769.78OFF. -25.00ELEV. 770.41OFF. 0.00ELEV. 770.79OFF. 25.00ELEV. 770.41OFF. 35.00ELEV. 769.79OFF. 39.50ELEV. 769.65-5.8%-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -82.14ELEV. 766.61OFF. -39.50ELEV. 769.06OFF. -35.01ELEV. 769.20OFF. -25.00ELEV. 769.83OFF. 0.00ELEV. 770.20OFF. 25.00ELEV. 769.83OFF. 35.00ELEV. 769.20OFF. 39.50ELEV. 769.07-3.0%-5.0%-1.4%-1.5%-5.0%-3.0%OFF. -39.50ELEV. 768.44OFF. -36.49ELEV. 768.53OFF. -26.48ELEV. 769.16OFF. 0.00ELEV. 769.54OFF. 25.00ELEV. 769.16OFF. 35.00ELEV. 768.54OFF. 39.50ELEV. 768.41PROPOSED FINISH GRADEEXISTING GRADE-3.3%8:1OFF. 72.71ELEV. 771.85OFF. 86.87ELEV. 773.62-3.0%8:1OFF. 72.85ELEV. 771.27OFF. 86.39ELEV. 772.96-2.7%8:1OFF. 73.00ELEV. 770.68OFF. 86.61ELEV. 772.38-2.5%8:1OFF. 73.15ELEV. 770.10OFF. 87.04ELEV. 771.84-2.2%8:1OFF. 73.29ELEV. 769.51OFF. 85.86ELEV. 771.09-2.2%8:1OFF. 73.44ELEV. 768.93OFF. 83.88ELEV. 770.24-2.2%8:1OFF. 73.59ELEV. 768.35OFF. 80.92ELEV. 769.26-2.0%8:1OFF. 73.73ELEV. 767.76OFF. 80.66ELEV. 768.63GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:06 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-103TAXIWAY ACROSSSECTIONS III
762764766768770772ELEVATION0 20406080100-20-40-60-80-100-120-130321+50.00762764766768770772ELEVATION760762764766768770772ELEVATION0 20406080100-20-40-60-80-100-120-130322+00.00760762764766768770772ELEVATION762764766768770ELEVATION0 20406080100-20-40-60-80-100-120-130322+50.00762764766768770ELEVATION762764766768770ELEVATION0 20406080100-20-40-60-80-100-120-130323+00.00762764766768770ELEVATION762764766768770ELEVATION0 20406080100-20-40-60-80-100-120-130323+50.00762764766768770ELEVATION760762764766768770ELEVATION0 20406080100-20-40-60-80-100-120-130324+00.00760762764766768770ELEVATION758760762764766768770ELEVATION0 20406080100-20-40-60-80-100-120-130324+50.00758760762764766768770ELEVATION758760762764766768770ELEVATION0 20406080100-20-40-60-80-100-120-130325+00.00758760762764766768770ELEVATIONSTA. 321+50 TO STA. 325+008:1-5.6%-5.0%-1.3%-1.5%-5.0%-3.0%OFF. -124.37ELEV. 767.79OFF. -98.42ELEV. 764.54OFF. -39.50ELEV. 767.85OFF. -38.99ELEV. 767.87OFF. -28.98ELEV. 768.50OFF. 0.00ELEV. 768.88OFF. 25.00ELEV. 768.50OFF. 35.00ELEV. 767.88OFF. 39.50ELEV. 767.74-6.1%-5.0%-1.2%-1.5%-5.0%-3.0%OFF. -106.56ELEV. 763.51OFF. -47.40ELEV. 767.14OFF. -37.40ELEV. 767.77OFF. 0.00ELEV. 768.22OFF. 25.00ELEV. 767.84OFF. 35.00ELEV. 767.22OFF. 39.50ELEV. 767.08-1.1%-1.5%-5.0%-3.0%OFF. -49.90ELEV. 767.01OFF. 0.00ELEV. 767.56OFF. 25.00ELEV. 767.19OFF. 35.00ELEV. 766.56OFF. 39.50ELEV. 766.43-1.0%-1.5%-5.0%-3.0%OFF. -50.00ELEV. 766.57OFF. 0.00ELEV. 767.07OFF. 25.00ELEV. 766.70OFF. 35.00ELEV. 766.08OFF. 39.50ELEV. 765.94-1.1%-1.5%-5.0%-3.0%OFF. -50.00ELEV. 766.27OFF. 0.00ELEV. 766.82OFF. 25.00ELEV. 766.45OFF. 35.00ELEV. 765.82OFF. 39.50ELEV. 765.698:1-4.8%-5.0%-1.2%-1.5%-5.0%-3.0%OFF. -126.93ELEV. 764.59OFF. -110.23ELEV. 762.50OFF. -47.60ELEV. 765.54OFF. -37.60ELEV. 766.17OFF. 0.00ELEV. 766.61OFF. 25.00ELEV. 766.24OFF. 35.00ELEV. 765.61OFF. 39.50ELEV. 765.488:1-5.0%-5.0%-1.3%-1.5%-5.0%-3.0%OFF. -126.85ELEV. 764.51OFF. -106.80ELEV. 762.01OFF. -39.50ELEV. 765.38OFF. -39.03ELEV. 765.40OFF. -29.02ELEV. 766.03OFF. 0.00ELEV. 766.41OFF. 25.00ELEV. 766.03OFF. 35.00ELEV. 765.41OFF. 39.50ELEV. 765.278:1-5.6%-3.0%-5.0%-1.4%-1.5%-5.0%-3.0%OFF. -128.13ELEV. 764.61OFF. -103.36ELEV. 761.51OFF. -39.50ELEV. 765.10OFF. -36.53ELEV. 765.19OFF. -26.52ELEV. 765.82OFF. 0.00ELEV. 766.20OFF. 25.00ELEV. 765.83OFF. 35.00ELEV. 765.20OFF. 39.50ELEV. 765.07PROPOSED FINISH GRADEEXISTING GRADE-1.8%8:1OFF. 73.88ELEV. 767.18OFF. 80.66ELEV. 768.03-1.6%8:1OFF. 74.03ELEV. 766.60OFF. 79.89ELEV. 767.33-1.4%8:1OFF. 74.17ELEV. 766.01OFF. 80.13ELEV. 766.76-1.6%8:1OFF. 74.32ELEV. 765.43OFF. 80.10ELEV. 766.15-2.5%8:1OFF. 74.47ELEV. 764.84OFF. 80.40ELEV. 765.59-3.4%8:1OFF. 74.61ELEV. 764.26OFF. 79.70ELEV. 764.90-4.4%8:1OFF. 74.76ELEV. 763.68OFF. 80.80ELEV. 764.43-5.3%8:1OFF. 74.91ELEV. 763.09OFF. 83.46ELEV. 764.168:1GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:06 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-104TAXIWAY ACROSSSECTIONS IVSEE CROSS SECTIONTAXIWAY CSEE CROSS SECTIONTAXIWAY C
758760762764766768ELEVATION0 20406080100-20-40-60-80-100-120-130325+50.00758760762764766768ELEVATION758760762764766768ELEVATION0 20406080100-20-40-60-80-100-120-130326+00.00758760762764766768ELEVATION758760762764766768ELEVATION0 20406080100-20-40-60-80-100-120-130326+50.00758760762764766768ELEVATION756758760762764766768ELEVATION0 20406080100-20-40-60-80-100-120-130327+00.00756758760762764766768ELEVATION756758760762764766768ELEVATION0 20406080100-20-40-60-80-100-120-130327+50.00756758760762764766768ELEVATION756758760762764766768ELEVATION0 20406080100-20-40-60-80-100-120-130328+00.00756758760762764766768ELEVATION756758760762764766ELEVATION0 20406080100-20-40-60-80-100-120-130328+50.00756758760762764766ELEVATION754756758760762764766ELEVATION0 20406080100-20-40-60-80-100-120-130329+00.00754756758760762764766ELEVATIONSTA. 325+50 TO STA. 329+008:1-6.4%-3.0%-5.0%-1.5%-1.4%-5.0%-3.0%-6.7%8:1OFF. -126.63ELEV. 764.35OFF. -99.93ELEV. 761.02OFF. -39.50ELEV. 764.86OFF. -35.01ELEV. 764.99OFF. -25.00ELEV. 765.62OFF. 0.00ELEV. 766.00OFF. 26.98ELEV. 765.62OFF. 36.98ELEV. 765.00OFF. 39.50ELEV. 764.92OFF. 75.12ELEV. 762.52OFF. 89.12ELEV. 764.278:1-3.0%-5.0%-1.5%-1.0%-5.0%-8.1%OFF. -124.43ELEV. 764.01OFF. -39.50ELEV. 764.58OFF. -35.01ELEV. 764.71OFF. -25.00ELEV. 765.34OFF. 0.00ELEV. 765.72OFF. 29.48ELEV. 765.42ELEV. 764.79OFF. 39.50ELEV. 764.79OFF. 75.32ELEV. 761.898:1-3.0%-5.0%-1.5%-0.5%OFF. -121.51ELEV. 763.58OFF. -39.50ELEV. 764.17OFF. -35.00ELEV. 764.31OFF. -25.00ELEV. 764.93OFF. 0.00ELEV. 765.31OFF. 39.90ELEV. 765.098:1-3.0%-5.0%-1.5%-0.3%OFF. -117.21ELEV. 762.97OFF. -39.50ELEV. 763.76OFF. -35.00ELEV. 763.89OFF. -25.00ELEV. 764.52OFF. 0.00ELEV. 764.89OFF. 50.00ELEV. 764.76-3.0%-5.0%-1.5%-0.1%OFF. -39.50ELEV. 763.34OFF. -35.00ELEV. 763.48OFF. -25.00ELEV. 764.10OFF. 0.00ELEV. 764.48OFF. 50.00ELEV. 764.45-3.0%-5.0%-1.5%-0.4%OFF. -39.50ELEV. 762.93OFF. -35.00ELEV. 763.06OFF. -25.00ELEV. 763.69OFF. 0.00ELEV. 764.06OFF. 47.60ELEV. 763.89-3.0%-5.0%-1.5%-0.7%-5.0%-8.4%OFF. -39.50ELEV. 762.51OFF. -35.01ELEV. 762.64OFF. -25.00ELEV. 763.27OFF. 0.00ELEV. 763.65OFF. 35.10ELEV. 763.42OFF. 45.10ELEV. 762.79OFF. 75.46ELEV. 760.24-3.0%-5.0%-1.5%-1.0%-5.0%-6.5%OFF. -39.50ELEV. 762.10OFF. -35.01ELEV. 762.23OFF. -25.00ELEV. 762.86OFF. 0.00ELEV. 763.24OFF. 28.52ELEV. 762.95OFF. 38.52ELEV. 762.32OFF. 39.50ELEV. 762.29OFF. 75.35ELEV. 759.95PROPOSED FINISH GRADEEXISTING GRADE-6.9%OFF. -96.43ELEV. 760.48-7.2%OFF. -93.00ELEV. 760.13-7.5%OFF. -89.57ELEV. 759.798:1-7.9%OFF. -108.07ELEV. 762.19OFF. -86.14ELEV. 759.458:1-8.3%OFF. -103.83ELEV. 761.74OFF. -82.71ELEV. 759.108:1-8.8%OFF. -99.65ELEV. 761.31OFF. -79.28ELEV. 758.768:1-9.4%OFF. -97.40ELEV. 761.11OFF. -75.85ELEV. 758.42GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:07 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-105TAXIWAY ACROSSSECTIONS VSEE CROSS SECTIONTAXIWAY DSEE CROSS SECTIONTAXIWAY D
754756758760762764766ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380329+50.00754756758760762764766ELEVATION754756758760762764766ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380330+00.00754756758760762764766ELEVATION754756758760762764766ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380330+50.00754756758760762764766ELEVATIONSTA. 329+50 TO STA. 330+500.5%5.0%-10:1-3.0%-5.0%-1.5%-1.3%-5.0%-3.0%-5.8%8:1OFF. -262.60ELEV. 760.77OFF. -100.00ELEV. 759.96OFF. -89.99ELEV. 759.33OFF. -39.50ELEV. 761.68OFF. -35.01ELEV. 761.82OFF. -25.00ELEV. 762.45OFF. 0.00ELEV. 762.82OFF. 26.02ELEV. 762.47OFF. 36.02ELEV. 761.85OFF. 39.50ELEV. 761.74OFF. 75.25ELEV. 759.66OFF. 103.41ELEV. 763.18-6:1-4.3%-0.8%0.5%5.0%-10:1-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%-5.3%8:1OFF. -350.84ELEV. 758.99OFF. -347.60ELEV. 759.53OFF. -337.61ELEV. 759.96OFF. -292.06ELEV. 760.19OFF. -227.03ELEV. 760.87OFF. -100.00ELEV. 760.23OFF. -89.99ELEV. 759.60OFF. -39.50ELEV. 761.27OFF. -35.01ELEV. 761.40OFF. -25.00ELEV. 762.03OFF. 0.00ELEV. 762.41OFF. 25.00ELEV. 762.03OFF. 35.00ELEV. 761.41OFF. 39.50ELEV. 761.27OFF. 75.15ELEV. 759.37OFF. 102.50ELEV. 762.79-6:1-4.3%-0.7%0.5%5.0%-10:1-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%-5.0%8:1OFF. -363.49ELEV. 757.33OFF. -353.43ELEV. 759.00OFF. -343.44ELEV. 759.43OFF. -276.17ELEV. 759.77OFF. -189.90ELEV. 760.60OFF. -100.00ELEV. 760.15OFF. -89.99ELEV. 759.52OFF. -39.50ELEV. 760.89OFF. -37.49ELEV. 760.95OFF. -27.48ELEV. 761.58OFF. 0.00ELEV. 761.99OFF. 25.00ELEV. 761.62OFF. 35.00ELEV. 760.99OFF. 39.50ELEV. 760.86OFF. 75.05ELEV. 759.07OFF. 101.87ELEV. 762.43PROPOSED FINISH GRADEEXISTING GRADE-4.3%-0.8%OFF. -341.69ELEV. 759.05OFF. -331.69ELEV. 760.48OFF. -317.89ELEV. 760.55OFF. -72.83ELEV. 758.09OFF. -71.90ELEV. 757.85OFF. -70.97ELEV. 757.617.2%9.7%10:1GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:07 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-106TAXIWAY ACROSSSECTIONS VI
752754756758760762764766ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380331+00.00752754756758760762764766ELEVATION752754756758760762764ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380331+50.00752754756758760762764ELEVATION752754756758760762764ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380332+00.00752754756758760762764ELEVATIONSTA. 331+00 TO STA. 332+00-6:1-4.3%-0.7%0.5%5.0%-5.0%-1.5%-1.5%-5.0%-3.0%-4.7%8:1OFF. -373.31ELEV. 755.77OFF. -359.26ELEV. 758.11OFF. -349.27ELEV. 758.54OFF. -282.96ELEV. 758.87OFF. -157.80ELEV. 760.40OFF. -100.00ELEV. 760.11OFF. -39.99ELEV. 760.50OFF. -29.98ELEV. 761.13OFF. 0.00ELEV. 761.58OFF. 25.00ELEV. 761.20OFF. 35.00ELEV. 760.58OFF. 39.50ELEV. 760.44OFF. 74.94ELEV. 758.78OFF. 101.78ELEV. 762.14-6:1-4.3%-0.7%0.5%5.0%-5.0%-1.5%-1.5%-5.0%-3.0%-4.4%8:1OFF. -375.56ELEV. 755.54OFF. -365.10ELEV. 757.28OFF. -355.11ELEV. 757.71OFF. -300.76ELEV. 757.98OFF. -130.51ELEV. 760.27OFF. -100.00ELEV. 760.12OFF. -52.41ELEV. 759.90OFF. -42.40ELEV. 760.53OFF. 0.00ELEV. 761.17OFF. 25.00ELEV. 760.79OFF. 35.00ELEV. 760.17OFF. 39.50ELEV. 760.03OFF. 74.84ELEV. 758.49OFF. 101.02ELEV. 761.76-6:1-4.3%-1.1%-0.5%-0.7%-1.5%-5.0%-3.0%-4.3%8:1OFF. -373.54ELEV. 755.83OFF. -370.52ELEV. 756.33OFF. -360.53ELEV. 756.76OFF. -337.79ELEV. 756.88OFF. -108.33ELEV. 760.14OFF. -73.16ELEV. 760.32OFF. 0.00ELEV. 760.83OFF. 25.00ELEV. 760.46OFF. 35.00ELEV. 759.84OFF. 39.50ELEV. 759.70OFF. 74.74ELEV. 758.20OFF. 100.56ELEV. 761.43PROPOSED FINISH GRADEEXISTING GRADE9:1-10:1OFF. -89.99ELEV. 759.48OFF. -70.03ELEV. 757.389:1-6:1OFF. -89.99ELEV. 759.49OFF. -69.10ELEV. 757.14GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:07 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-107TAXIWAY ACROSSSECTIONS VII
754756758760762764ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380332+50.00754756758760762764ELEVATION754756758760762764ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380333+00.00754756758760762764ELEVATION754756758760762764ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380333+50.00754756758760762764ELEVATION754756758760762764ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380334+00.00754756758760762764ELEVATIONSTA. 332+50 TO STA. 334+006:1-4.3%-0.5%-0.7%-1.5%-5.0%-3.0%-4.5%8:1OFF. -369.50ELEV. 756.22OFF. -368.45ELEV. 756.04OFF. -358.46ELEV. 756.47OFF. -343.65ELEV. 756.55OFF. -90.65ELEV. 760.05OFF. -66.26ELEV. 760.17OFF. 0.00ELEV. 760.63OFF. 25.00ELEV. 760.26OFF. 35.00ELEV. 759.64OFF. 39.50ELEV. 759.50OFF. 74.64ELEV. 757.91OFF. 100.08ELEV. 761.09-3.0%-0.5%5.0%8:1-8:1-5.0%-1.5%-0.5%-5.0%-3.0%-5.8%8:1OFF. -344.80ELEV. 756.63OFF. -344.37ELEV. 756.70OFF. -334.36ELEV. 757.13OFF. -309.19ELEV. 757.25OFF. -69.90ELEV. 759.40OFF. -61.56ELEV. 758.36OFF. -55.11ELEV. 759.17OFF. -45.10ELEV. 759.80OFF. 0.00ELEV. 760.47OFF. 27.20ELEV. 760.34OFF. 37.20ELEV. 759.71OFF. 39.50ELEV. 759.64OFF. 74.53ELEV. 757.61OFF. 99.62ELEV. 760.75-3.0%-0.5%5.0%8:1-8:1-5.0%-1.5%0.2%-5.0%-7.2%8:1OFF. -328.78ELEV. 757.13OFF. -328.07ELEV. 757.01OFF. -318.06ELEV. 757.44OFF. -293.26ELEV. 757.57OFF. -82.40ELEV. 759.14OFF. -62.95ELEV. 756.71OFF. -42.61ELEV. 759.25OFF. -32.60ELEV. 759.88OFF. 0.00ELEV. 760.37OFF. 29.70ELEV. 760.44OFF. 39.70ELEV. 759.81OFF. 74.43ELEV. 757.32OFF. 99.02ELEV. 760.406:1-3.0%-0.5%5.0%-3.0%-5.0%-1.5%0.6%OFF. -318.34ELEV. 757.04OFF. -317.12ELEV. 756.84OFF. -307.11ELEV. 757.27OFF. -282.75ELEV. 757.39OFF. -86.98ELEV. 758.80OFF. -39.50ELEV. 759.17OFF. -38.03ELEV. 759.22OFF. -28.02ELEV. 759.85OFF. 0.00ELEV. 760.27OFF. 40.98ELEV. 760.53PROPOSED FINISH GRADEEXISTING GRADE9:1-8:1OFF. -86.98ELEV. 758.80OFF. -63.18ELEV. 756.07GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:07 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-108TAXIWAY ACROSSSECTIONS VIII
752754756758760762764ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380334+50.00752754756758760762764ELEVATION752754756758760762764ELEVATION0 20406080100-20-40-60-80-100335+00.00752754756758760762764ELEVATION752754756758760762764ELEVATION0 20406080100-20-40-60-80-100335+50.00752754756758760762764ELEVATIONSTA. 334+50 TO STA. 335+506:1-3.0%-0.5%5.0%-3.0%-5.0%-1.5%0.8%OFF. -313.02ELEV. 756.97OFF. -311.19ELEV. 756.67OFF. -301.18ELEV. 757.10OFF. -282.88ELEV. 757.19OFF. -39.50ELEV. 759.03OFF. -35.53ELEV. 759.15OFF. -25.52ELEV. 759.78OFF. 0.00ELEV. 760.17OFF. 50.00ELEV. 760.595.0%-3.0%-5.0%-1.5%0.6%OFF. -39.50ELEV. 758.97OFF. -35.01ELEV. 759.10OFF. -25.00ELEV. 759.73OFF. 0.00ELEV. 760.11OFF. 50.00ELEV. 760.055.0%-3.0%-5.0%-1.5%-0.4%OFF. -39.50ELEV. 759.02OFF. -35.01ELEV. 759.15OFF. -25.00ELEV. 759.78OFF. 0.00ELEV. 760.16OFF. 46.52ELEV. 759.63PROPOSED FINISH GRADEEXISTING GRADE9.7%-8:1OFF. -89.48ELEV. 758.67OFF. -61.31ELEV. 755.939.8%-8:1OFF. -90.00ELEV. 758.57OFF. -61.52ELEV. 755.7910:1-8:1OFF. -90.00ELEV. 758.45OFF. -63.07ELEV. 755.64GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:07 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-109TAXIWAY ACROSSSECTIONS IXSEE CROSS SECTIONTAXIWAY JSEE CROSS SECTIONTAXIWAY J
752754756758760762764ELEVATION0 20406080100-20-40-60-80-100336+00.00752754756758760762764ELEVATION752754756758760762764ELEVATION0 20406080100-20-40-60-80-100336+50.00752754756758760762764ELEVATION752754756758760762764ELEVATION0 20406080100-20-40-60-80-100337+00.00752754756758760762764ELEVATION752754756758760762764ELEVATION0 20406080100-20-40-60-80-100337+50.00752754756758760762764ELEVATIONSTA. 336+00 TO STA. 337+505.0%8:1-8:1-3.0%-5.0%-1.5%-0.7%-5.0%-8:18:1OFF. -90.00ELEV. 758.35OFF. -67.61ELEV. 755.55OFF. -39.50ELEV. 759.07OFF. -35.01ELEV. 759.20OFF. -25.00ELEV. 759.83OFF. 0.00ELEV. 760.21OFF. 34.02ELEV. 759.96OFF. 44.02ELEV. 759.33OFF. 68.62ELEV. 756.18OFF. 90.91ELEV. 758.975.0%-3.0%-5.0%-1.5%-1.1%-5.0%-3.0%-9:18:1OFF. -39.50ELEV. 759.12OFF. -35.01ELEV. 759.25OFF. -25.00ELEV. 759.88OFF. 0.00ELEV. 760.26OFF. 28.30ELEV. 759.95OFF. 38.30ELEV. 759.33OFF. 39.50ELEV. 759.29OFF. 69.26ELEV. 756.08OFF. 89.57ELEV. 758.625.0%-3.0%-5.0%-1.5%-1.4%-5.0%-3.0%-9:18:1OFF. -90.00ELEV. 758.27OFF. -39.50ELEV. 759.17OFF. -35.01ELEV. 759.30OFF. -25.00ELEV. 759.93OFF. 0.00ELEV. 760.31OFF. 25.80ELEV. 759.95OFF. 35.80ELEV. 759.33OFF. 39.50ELEV. 759.22OFF. 69.91ELEV. 755.98OFF. 89.56ELEV. 758.445.0%-3.0%-5.0%-1.5%-1.5%-5.0%-3.0%-9:18:1OFF. -89.01ELEV. 758.26OFF. -39.50ELEV. 759.23OFF. -36.00ELEV. 759.34OFF. -25.99ELEV. 759.97OFF. 0.00ELEV. 760.36OFF. 25.00ELEV. 759.98OFF. 35.00ELEV. 759.36OFF. 39.50ELEV. 759.22OFF. 70.55ELEV. 755.88OFF. 89.43ELEV. 758.24PROPOSED FINISH GRADEEXISTING GRADE8:1-8:1OFF. -66.17ELEV. 755.368:1-8:1OFF. -66.63ELEV. 755.358:1-8:1OFF. -66.82ELEV. 755.49GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:07 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-110TAXIWAY ACROSSSECTIONS X
752754756758760762764ELEVATION0 20406080100-20-40-60-80-100-120-140-160-180-200-220-240-260338+00.00752754756758760762764ELEVATION752754756758760762764ELEVATION0 20406080100-20-40-60-80-100-120-140-160-180-200-220-240-260338+50.00752754756758760762764ELEVATION752754756758760762764ELEVATION0 20406080100-20-40-60-80-100-120-140-160-180-200-220-240-260339+00.00752754756758760762764ELEVATIONSTA. 338+00 TO STA. 339+00-1.2%5.0%8:1-8:1-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -118.27ELEV. 758.72OFF. -96.51ELEV. 758.99OFF. -86.50ELEV. 758.36OFF. -66.84ELEV. 755.90OFF. -39.50ELEV. 759.32OFF. -38.50ELEV. 759.35OFF. -28.49ELEV. 759.98OFF. 0.00ELEV. 760.41OFF. 25.00ELEV. 760.03OFF. 35.00ELEV. 759.41OFF. 39.50ELEV. 759.27-1.2%5.0%8:1-8:1-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -143.01ELEV. 758.60OFF. -90.04ELEV. 759.23OFF. -80.03ELEV. 758.60OFF. -65.32ELEV. 756.76OFF. -44.97ELEV. 759.30OFF. -34.96ELEV. 759.93OFF. 0.00ELEV. 760.46OFF. 25.00ELEV. 760.08OFF. 35.00ELEV. 759.46OFF. 39.50ELEV. 759.32-1.1%5.0%8:1-8:1-5.0%-1.5%-1.5%-5.0%-3.0%OFF. -172.33ELEV. 758.47OFF. -77.54ELEV. 759.47OFF. -67.53ELEV. 758.84OFF. -63.81ELEV. 758.38OFF. -57.47ELEV. 759.17OFF. -47.46ELEV. 759.80OFF. 0.00ELEV. 760.51OFF. 25.00ELEV. 760.13OFF. 35.00ELEV. 759.51OFF. 39.50ELEV. 759.38PROPOSED FINISH GRADEEXISTING GRADE-9:18:1OFF. 71.22ELEV. 755.57OFF. 92.40ELEV. 758.22-9:18:1OFF. 71.86ELEV. 755.43OFF. 93.59ELEV. 758.15-9:18:1ELEV. 755.28OFF. 94.30ELEV. 758.01GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:08 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-111TAXIWAY ACROSSSECTIONS XI
752754756758760762764ELEVATION0 20406080100-20-40-60-80-100-120-140-160-180-200-220-240-260339+50.00752754756758760762764ELEVATION752754756758760762ELEVATION0 20406080100-20-40-60-80-100-120-140-160-180-200-220-240-260340+00.00752754756758760762ELEVATION752754756758760762ELEVATION0 20406080100-20-40-60-80-100-120-140-160-180-200-220-240-260340+50.00752754756758760762ELEVATION748750752754756758760762ELEVATION-530 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20341+00.00748750752754756758760762ELEVATIONSTA. 339+50 TO STA. 341+00-0.8%-1.5%-1.5%-5.0%-3.0%OFF. -207.07ELEV. 758.49OFF. -61.38ELEV. 759.60OFF. -61.38ELEV. 759.60OFF. 0.00ELEV. 760.52OFF. 25.00ELEV. 760.15OFF. 35.00ELEV. 759.52OFF. 39.50ELEV. 759.39-0.3%OFF. -239.49ELEV. 758.45OFF. -113.50ELEV. 758.810.5%OFF. -247.54ELEV. 758.47OFF. -204.39ELEV. 758.26-0.1%0.5%OFF. -358.64ELEV. 758.47OFF. -292.03ELEV. 758.52OFF. -240.55ELEV. 758.38OFF. -229.04ELEV. 758.32PROPOSED FINISH GRADEEXISTING GRADE-9:18:1OFF. 73.13ELEV. 755.14OFF. 94.87ELEV. 757.86GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:08 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-112TAXIWAY ACROSSSECTIONS XII
752754756758760762ELEVATION-530 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20341+50.00752754756758760762ELEVATION754756758760762ELEVATION-530 -520 -500 -480 -460 -440 -420 -400 -380 -360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20342+00.00754756758760762ELEVATION754756758760ELEVATION-360 -340 -320 -300 -280 -260 -240 -220 -200342+50.00754756758760ELEVATION752754756758760ELEVATION-360 -340 -320 -300 -280 -260 -240 -220 -200343+00.00752754756758760ELEVATIONSTA. 341+50 TO STA. 343+000.5%5.0%1.0%-0.0%-5.0%-0.5%0.3%0.5%OFF. -434.43ELEV. 758.49OFF. -386.74ELEV. 758.25OFF. -376.73ELEV. 757.62OFF. -332.20ELEV. 757.17OFF. -325.46ELEV. 757.17OFF. -315.45ELEV. 757.80OFF. -282.31ELEV. 757.96OFF. -231.84ELEV. 757.82OFF. -228.17ELEV. 757.808:1-0.0%-5.0%-0.5%OFF. -343.90ELEV. 756.98OFF. -339.87ELEV. 756.47OFF. -302.59ELEV. 756.47OFF. -292.59ELEV. 757.10OFF. -273.35ELEV. 757.208:10.0%-5.0%-0.5%OFF. -351.16ELEV. 756.52OFF. -347.53ELEV. 756.06OFF. -280.38ELEV. 756.06OFF. -270.38ELEV. 756.69OFF. -264.39ELEV. 756.728:1-0.0%-5.0%-0.5%OFF. -275.27ELEV. 755.92OFF. -273.05ELEV. 755.64OFF. -268.55ELEV. 755.64OFF. -258.55ELEV. 756.27OFF. -256.55ELEV. 756.28PROPOSED FINISH GRADEEXISTING GRADEGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C601-CX.dwg Last Save: 2/24/2016 9:48 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:08 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-113TAXIWAY ACROSSSECTIONS XIII
762764766768770ELEVATION0 20406080-20-40-60-80400+50.00762764766768770ELEVATION762764766768770ELEVATION0 20406080-20-40-60-80400+75.00762764766768770ELEVATION760762764766768770ELEVATION0 20406080-20-40-60-80401+00.00760762764766768770ELEVATION760762764766768770ELEVATION0 20406080-20-40-60-80401+25.00760762764766768770ELEVATION760762764766768770ELEVATION0 20406080-20-40-60-80401+50.00760762764766768770ELEVATION762764766768770772ELEVATION0 20406080-20-40-60-80-100-120-140-160-180-200401+75.00762764766768770772ELEVATIONSTA. 400+50 TO STA. 401+750.9%-0.6%OFF. -67.32ELEV. 766.61OFF. -50.00ELEV. 767.01OFF. 0.00ELEV. 766.57OFF. 50.00ELEV. 766.278:1-7.6%-5.0%1.0%-0.7%-5.0%-6.4%8:1OFF. -75.42ELEV. 766.59OFF. -65.59ELEV. 765.36OFF. -53.75ELEV. 766.25OFF. -43.75ELEV. 766.88OFF. 0.00ELEV. 766.44OFF. 43.75ELEV. 766.11OFF. 54.06ELEV. 765.47OFF. 71.06ELEV. 764.38OFF. 72.11ELEV. 764.51-7:1-5.0%1.0%-1.1%-5.0%-9:1OFF. -66.53ELEV. 763.51OFF. -47.50ELEV. 766.12OFF. -37.50ELEV. 766.75OFF. 0.00ELEV. 766.37OFF. 37.50ELEV. 765.96OFF. 47.81ELEV. 765.32OFF. 70.11ELEV. 762.75-8:1-5.0%1.0%-1.3%-5.0%-8:1OFF. -67.50ELEV. 763.73OFF. -47.49ELEV. 766.12OFF. -37.49ELEV. 766.75OFF. 0.00ELEV. 766.37OFF. 37.49ELEV. 765.89OFF. 47.80ELEV. 765.25OFF. 69.16ELEV. 762.61-2.6%-5.0%1.0%-1.2%-5.0%-9.5%OFF. -68.48ELEV. 765.86OFF. -53.74ELEV. 766.25OFF. -43.74ELEV. 766.88OFF. 0.00ELEV. 766.42OFF. 43.74ELEV. 765.90OFF. 54.05ELEV. 765.26OFF. 68.21ELEV. 763.911.4%-1.3%OFF. -191.34ELEV. 769.22OFF. 0.00ELEV. 766.54OFF. 49.99ELEV. 765.91PROPOSED FINISH GRADEEXISTING GRADEGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C611-CX.dwg Last Save: 2/24/2016 9:47 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:08 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-114TAXIWAY CCROSSSECTIONS
762764766768770ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120500+60.00762764766768770ELEVATION762764766768770ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120500+75.00762764766768770ELEVATION762764766768ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120501+00.00762764766768ELEVATION760762764766768ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120501+25.00760762764766768ELEVATION760762764766768ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120501+50.00760762764766768ELEVATION760762764766768ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120501+75.00760762764766768ELEVATION758760762764766768ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120502+00.00758760762764766768ELEVATION760762764766768ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120502+25.00760762764766768ELEVATION760762764766768ELEVATION0 20 40 60 80 100 120-20-40-60-80-100-120502+50.00760762764766768ELEVATIONSTA. 500+60 TO STA. 502+500.5%1.6%0.3%-0.5%0.1%0.0%OFF. -89.41ELEV. 766.23OFF. -57.50ELEV. 766.01OFF. -47.50ELEV. 765.97OFF. -0.00ELEV. 765.81OFF. 47.50ELEV. 765.59OFF. 57.50ELEV. 765.48OFF. 94.97ELEV. 765.430.4%1.1%0.2%-0.5%-0.1%OFF. -89.75ELEV. 765.98OFF. -88.78ELEV. 765.86OFF. -53.75ELEV. 765.71OFF. -43.75ELEV. 765.73OFF. 0.00ELEV. 765.65OFF. 43.75ELEV. 765.43OFF. 53.75ELEV. 765.30OFF. 94.92ELEV. 765.308:10.4%-2.3%-0.1%-0.6%-4.9%0.0%8:1OFF. -95.40ELEV. 765.94OFF. -88.78ELEV. 765.11OFF. -47.50ELEV. 764.97OFF. -37.50ELEV. 765.32OFF. 0.00ELEV. 765.38OFF. 37.50ELEV. 765.16OFF. 47.50ELEV. 764.55OFF. 94.59ELEV. 764.55OFF. 100.25ELEV. 765.268:10.3%-5.8%-0.6%-0.7%-5.0%-0.9%8:1OFF. -98.90ELEV. 765.63OFF. -88.78ELEV. 764.36OFF. -41.25ELEV. 764.22OFF. -31.25ELEV. 764.92OFF. -0.00ELEV. 765.11OFF. 31.25ELEV. 764.89OFF. 41.25ELEV. 764.27OFF. 94.59ELEV. 763.80OFF. 103.43ELEV. 764.918:1-0.7%-5.0%-1.0%-1.0%-5.0%-1.6%8:1OFF. -103.30ELEV. 765.43OFF. -88.78ELEV. 763.61OFF. -39.00ELEV. 763.97OFF. -29.00ELEV. 764.59OFF. 0.00ELEV. 764.88OFF. 29.00ELEV. 764.59OFF. 39.00ELEV. 763.97OFF. 94.59ELEV. 763.05OFF. 105.78ELEV. 764.458:1-2.2%-5.0%-0.5%-0.5%-5.0%-3.0%8:1OFF. -109.39ELEV. 765.44OFF. -88.78ELEV. 762.86OFF. -41.25ELEV. 763.92OFF. -31.25ELEV. 764.55OFF. 0.00ELEV. 764.71OFF. 31.25ELEV. 764.55OFF. 41.25ELEV. 763.93OFF. 94.59ELEV. 762.30OFF. 108.59ELEV. 764.058:1-4.6%-5.0%0.1%-0.7%-5.0%-4.6%8:1OFF. -113.94ELEV. 765.26OFF. -88.78ELEV. 762.11OFF. -47.50ELEV. 764.01OFF. -37.50ELEV. 764.63OFF. 0.00ELEV. 764.60OFF. 37.50ELEV. 764.36OFF. 47.50ELEV. 763.74OFF. 94.59ELEV. 761.55OFF. 112.06ELEV. 763.730.4%-0.9%OFF. -43.75ELEV. 764.72OFF. 0.00ELEV. 764.56OFF. 43.75ELEV. 764.170.5%-1.2%OFF. -50.00ELEV. 764.81OFF. 0.00ELEV. 764.56OFF. 50.00ELEV. 763.98PROPOSED FINISH GRADEEXISTING GRADEGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C612-CX.dwg Last Save: 2/24/2016 9:47 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:09 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-115TAXIWAY DCROSSSECTIONS
756758760762764ELEVATION020406075-20-40-60-75700+50.00756758760762764ELEVATION754756758760762764ELEVATION020406075-20-40-60-75700+75.00754756758760762764ELEVATION756758760762764ELEVATION020406075-20-40-60-75701+00.00756758760762764ELEVATIONSTA. 700+50 TO STA. 701+00OFF. 0.00ELEV. 760.08OFF. -53.75ELEV. 759.74OFF. -12.54ELEV. 760.12-5.0%-10%OFF. 50.00ELEV. 760.00OFF. 0.00ELEV. 760.36OFF. -50.00ELEV. 760.28OFF. 50.00ELEV. 760.16OFF. 0.00ELEV. 760.19OFF. -50.00ELEV. 760.37OFF. -50.00ELEV. 760.25PROPOSED FINISH GRADEEXISTING GRADEGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C613-CX.dwg Last Save: 2/24/2016 9:47 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:09 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-116TAXIWAY ECROSSSECTIONS
752754756758760762ELEVATION0204055-20-40-60-65900+50.00752754756758760762ELEVATION752754756758760762ELEVATION0204055-20-40-60-65900+75.00752754756758760762ELEVATIONSTA. 900+50 TO STA. 901+00OFF. 0.00ELEV. 759.78OFF. 0.00ELEV. 759.50OFF. -50.00ELEV. 759.77OFF. 35.00ELEV. 759.72OFF. 35.00ELEV. 759.44OFF. -50.00ELEV. 759.46OFF. 45.00ELEV. 759.09-5.0%12:1OFF. 45.00ELEV. 758.81-5.0%12:1PROPOSED FINISH GRADEEXISTING GRADEGEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C614-CX.dwg Last Save: 2/24/2016 9:45 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:09 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-117TAXIWAY FCROSSSECTIONS
758760762764ELEVATION0 20 40 60 80 100 110-20-40-60-80-100-110801+20.00758760762764ELEVATION756758760762764ELEVATION0 20 40 60 80 100 110-20-40-60-80-100-110801+40.00756758760762764ELEVATION756758760762764ELEVATION0 20 40 60 80 100 110-20-40-60-80-100-110801+60.00756758760762764ELEVATION756758760762764ELEVATION0 20 40 60 80 100 110-20-40-60-80-100-110801+80.00756758760762764ELEVATION756758760762764ELEVATION0 20 40 60 80 100 110-20-40-60-80-100-110802+00.00756758760762764ELEVATION756758760762764ELEVATION0 20 40 60 80 100 110-20-40-60-80-100-110802+20.00756758760762764ELEVATION756758760762764ELEVATION0 20 40 60 80 100 110-20-40-60-80-100-110802+40.00756758760762764ELEVATIONSTA. 801+20 TO STA. 802+40PROPOSED FINISH GRADEEXISTING GRADE8:1-1.1%-5.0%-0.5%0.8%-0.5%-5.0%-1.3%8:1OFF. -81.65ELEV. 761.38OFF. -77.03ELEV. 760.80OFF. -37.50ELEV. 761.23OFF. -27.50ELEV. 761.85OFF. -26.16ELEV. 761.86OFF. 26.44ELEV. 761.43OFF. 27.50ELEV. 761.43OFF. 37.50ELEV. 760.81OFF. 80.09ELEV. 760.25OFF. 82.72ELEV. 760.588:1-2.1%-5.0%-0.5%0.8%-0.5%-5.0%-2.2%8:1OFF. -85.29ELEV. 761.14OFF. -77.78ELEV. 760.20OFF. -38.50ELEV. 761.03OFF. -28.50ELEV. 761.65OFF. -25.42ELEV. 761.67OFF. 24.93ELEV. 761.27OFF. 28.50ELEV. 761.25OFF. 38.50ELEV. 760.63OFF. 80.09ELEV. 759.71OFF. 84.06ELEV. 760.208:1-3.1%-5.0%-0.5%0.7%-0.5%-5.0%-3.2%8:1OFF. -89.14ELEV. 760.92OFF. -78.53ELEV. 759.60OFF. -39.50ELEV. 760.82OFF. -29.50ELEV. 761.44OFF. -24.87ELEV. 761.46OFF. 24.98ELEV. 761.12OFF. 29.50ELEV. 761.09OFF. 39.50ELEV. 760.47OFF. 80.09ELEV. 759.16OFF. 86.13ELEV. 759.928:1-4.3%-5.0%-0.5%0.6%-0.5%-5.0%-4.5%8:1OFF. -92.81ELEV. 760.69OFF. -79.28ELEV. 759.00OFF. -42.49ELEV. 760.59OFF. -32.50ELEV. 761.21OFF. -24.76ELEV. 761.25OFF. 25.02ELEV. 760.96OFF. 32.50ELEV. 760.92OFF. 42.50ELEV. 760.30OFF. 80.09ELEV. 758.61OFF. 88.37ELEV. 759.658:1-6.0%-5.0%-0.5%0.6%-0.5%-5.0%-6.1%8:1OFF. -95.85ELEV. 760.38OFF. -80.03ELEV. 758.40OFF. -47.49ELEV. 760.35OFF. -37.50ELEV. 760.97OFF. -24.65ELEV. 761.03OFF. 25.07ELEV. 760.75OFF. 37.50ELEV. 760.69OFF. 47.50ELEV. 760.07OFF. 80.09ELEV. 758.07OFF. 90.41ELEV. 759.36-0.5%0.6%-0.5%OFF. -42.50ELEV. 760.76OFF. -24.83ELEV. 760.85OFF. 25.11ELEV. 760.54OFF. 42.50ELEV. 760.45-0.5%0.6%-0.5%OFF. -47.50ELEV. 760.55OFF. -25.02ELEV. 760.66OFF. 25.16ELEV. 760.34OFF. 47.50ELEV. 760.23GEORGETOWN, TXDRAWN BY:DATE:JOB NO.:DESIGNED BY:REV.DATE DESCRIPTION BYBAR IS ONE INCH ONORIGINAL DRAWINGIF NOT ONE INCH ONTHIS SHEET, ADJUSTSCALES ACCORDINGLY.01"DRAWING NUMBERFEB, 201613081850REGISTRATION NO.F-5713PARALLEL TAXIWAY ANDAIRFIELD IMPROVEMENTSGEORGETOWN MUNICIPALAIRPORTDIGITALLY SIGNED02/29/2016File: l:\2013\13081850 - gtu parallel tw and airfield improvements\Drawings\SHEETS\FY 2015\KGTU-C615-CX.dwg Last Save: 2/24/2016 9:46 AM Last saved by: RSKnobelochLast plotted by: Knobeloch, Roger S. Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 2/24/2016 11:10 AM Plotter used: \\gfyvdc02\Canon iR C4080 PSTEGTEGX-118TAXIWAY JCROSSSECTIONS