CAUTION - NOTICE TO CONTRACTOR

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2 7. WINDSOCK 7.7 CPP TOP INV CPP EL CNT BOX NOEL. CNT BOX. CNT BOX NOEL. CNT BOX NOEL TOP. TOP. TOP TOP TOP TOP.7. TOP TOP..7 TOP. TOP.7. PVC TOP. PVC INV... HO_HYD. 7.. HO_HYD HO_HYD.7. WM. BIB FAUSET.. TOP CMC INV. HO_HYD.. HO_HYD.. CK 7. INV CMC EL.7 FF. TR. 7.. HO_HYD.. WL MRK T WMH.... WMH SENSOR.7 FF FF. 7. ANTENNA.. ANTENNA WM ANTENNA.. HO_HYD. TR 7 WM REST LATLONG 7.. FARMPORT 7.7 INV CPC. X X X EXISTING SPOT ELEVATION EXISTING FEATURE NOTED EXISTING RUNWAY EDGE LIGHT EXISTING RETROREFLECTIVE MARKER EXISTING DGE LIGHT EXISTING SPLICE BASE EXISTING AIRFIELD EXISTING BEACON EXISTING WIND CONE EXISTING SEGMENTED CIRCLE EXISTING PAPI VASI EXISTING REIL EXISTING UTILITY POLE EXISTING AREA LIGHT EXISTING TELEPHONE RISER EXISTING PAD MOUNTED TRANSFORMER EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING TREE EXISTING SURVEY CONTROL MONUMENT EXISTING POWER CABLE(S) EXISTING DUCT EXISTING EXISTING BARB WIRE FENCE EXISTING CHAINLINK FENCE ss w w up EXISTING WILDLIFE FENCE EXISTING ASPHALT PAVEMENT EXISTING BUILDING LEGEND 7 X X X PROPOSED GROUND CONTOUR (' INTERVAL) PROPOSED RUNWAY EDGE LIGHT PROPOSED DGE LIGHT PROPOSED SPLICE BASE PROPOSED BEACON AND TOWER PROPOSED PAPI PROPOSED REIL PROPOSED AIRFIELD POWER CABLE(S) PROPOSED wend SECTIONS PROPOSED CONCRETE ENCASED DUCT BANK PROPOSED COUNTERPOISE CABLE EXISTING GROUND CONTOUR (' INTERVAL) EXISTING AWOSASOSUNICOM EXISTING ROAD (S) EXISTING GUY EXISTING PROPERTY CORNER PINCAP EXISTING BLOW OFF VALVE EXISTING MANHOLE EXISTING SECTION CORNER EXISTING SANITARY SEWER LINE p p EXISTING OVERHEAD POWER CABLE fo EXISTING FIBER OPTIC CABLE EXISTING WATER LINE EXISTING UNDERGROUND POWER OR TELE. LINE EXISTING ASPHALT PAVEMENT EDGE EXISTING CONCRETE PAVEMENT EDGE EXISTING GRAVEL EDGE EXISTING CONCRETE PAVEMENT 7.7 W PROPOSED FINISHED GRADE ELEVATION PROPOSED TAXIWAY RETROREFLECTIVE MARKER PROPOSED AIRFIELD PROPOSED WIND CONE PROPOSED SEGMENTED CIRCLE PROPOSED AWOS PROPOSED SUPPLEMENTAL WIND CONE PROPOSED AREA LIGHT (S) PROPOSED TIEDOWN ANCHOR PROPOSED ELECTRIC TRANSFORMER PROPOSED SURVEY MONUMENT PROPOSED BARBED WIRE FENCE PROPOSED CHAINLINK FENCE PROPOSED WILDLIFE FENCE SS PROPOSED SANITARY SEWER LINE PROPOSED WATERLINE PROPOSED SEDIMENT LOG PROPOSED SILT FENCE PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT OVERLAY PROPOSED ASPHALTCONCRETE REMOVAL PROPOSED ROCK RIPRAP PROPOSED BUILDING PROPOSED SEEDING AREA > > EXISTING SWALE DIRECTION sd EXISTING STORM DRAIN LINE g g EXISTING GAS LINE EXISTING GRAVEL ^ ^ ^ NOTE: LEGEND APPLIES TO ALL SHEETS IN THIS PLAN SET, IS GENERIC, AND NOT ALL SYMBOLS MAY BE IN PLAN SHEETS. GENERAL NOTES EXISTING TIEDOWN ANCHOR EXISTING AREA INLET EXISTING EXISTING WETLANDS. SURVEY CONTROL POINTS ARE SHOWN ON THIS SHEET.. STATION AND OFFSET BASELINE IS RUNWAY -.. SEE GRADING PLANS AND TYPICAL SECTIONS FOR ADDITIONAL VERTICAL INFORMATION. > PROPOSED FEATURE NOTED PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED STORM DRAIN INLET PROPOSED SANITARY SEWER CLEAN-OUT PROPOSED MANHOLE SD PROPOSED STORM DRAIN LINE G PROPOSED GAS LINE P PROPOSED UNDERGROUND POWERTELE PROPOSED PROPOSED SWALE DIRECTION PROPOSED GRAVEL PROPOSED PULVERIZED ASPHALT SHOULDER. ESTIMATED QUANTITIES ARE CONSIDERED APPROXIMATE ONLY EXCEPT WHERE PLAN QUANTITIES ARE SPECIFIED FOR PAYMENT. ACTUAL QUANTITIES SHALL BE DETERMINED BY FIELD MEASUREMENT OR SPECIFICATIONS.. THE CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS FOR THE ENGINEER'S APPROVAL PRIOR TO ORDERING.. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY CONSTRUCTION PERMITS AS NECESSARY FOR THE PROJECT. 7. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A WORK SCHEDULE AND PROPOSED CONSTRUCTION METHODS AT THE PRE-CONSTRUCTION CONFERENCE.. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM AIRPORT MANAGEMENT AND THE ENGINEER PRIOR TO ESTABLISHING CONSTRUCTION ACCESS OR HAUL ROADS. EXISTING PAVEMENT SURFACES OTHER THAN AIRFIELD PAVEMENTS SHALL BE USED TO THE MAXIMUM EXTENT POSSIBLE.. THE CONTRACTOR SHALL MINIMIZE ANCE INCLUDING RUTS PRODUCED BY VEHICLES AND EQUIPMENT IN NON-PAVEMENT AREAS WITHIN ALL CONSTRUCTION AREAS. ALL ED AREAS IN THESE LOCATIONS SHALL BE RECLAIMED AT NO ADDITIONAL COST TO THE SPONSOR. DAMAGE CAUSED TO EXISTING AIRFIELD PAVEMENT OR FACILITIES DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE SPONSOR.. CONTRACTOR SHALL COORDINATE ALL ON-SITE WASTE MATERIAL DISPOSAL WITH ENGINEER AND AIRPORT. SACS-FMN N LAT. N '.7" SACS - FMN N PID AC7 LONG. W ' 7." STA:., N.7.' LT E. ELEV.. ELEV.. SACS-FMN O LAT. N '." LONG. W '." N 7. E. ELEV.. RWY END FND ALUM CAP STA:, CL ELEV. 7. TWY A CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDOR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS IN THE FIELD. THE INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR AND IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY LOCATOR NOTIFICATION CENTER AT LEAST HOURS BEFORE ANY EXCAVATIONEMBANKMENT TO REQUEST FIELD LOCATION OF UTILITIES. PERIMETER ROAD TWY B TWY C RWY END FND # REBAR STA:., CL ELEV.. SURVEY CONTROL TWY D RUNWAY 7 RUNWAY TWY E TWY A TWY G TWY F NAVAJO ST. TWY A PACS-FARMPORT LAT. N '." LONG. W '." N. E. ELEV.. PROJECT BENCHMARK PACS - FARMPORT PID GO STA:.7,,.' ELEV.. MARCH GENERAL NOTES, LEGEND & SURVEY CONTROL. A.I.P. NO IMPROVEMENTS GRAND JUNCTION, CO: 7.. DENVER, CO:.7.77 PHOENIX, AZ:..77 ALBUQUERQUE, NM:..

3 .' ALUMINUM CAP AT RW END STA., ' RT DUCT MARKERS (-").77' RUNWAY - STA 7.7,.' RT.7' RUNWAY - STA 7., 7.' RT (E ) CONCRETE REMOVE DUCT BANK AND JUNCTION BOXES, PRESERVE ELECTRICAL CABLE AS NEEDED TO RESTORE ELECTRICAL CIRCUIT WITH NEW DUCT BANK (- ). REMOVE DUCT BANK AND JUNCTION BOXES, PRESERVE ELECTRICAL CABLE AS NEEDED TO RESTORE ELECTRICAL CIRCUIT WITH NEW DUCT BANK (E G ) DGE LIGHT SAW CUT 7. RUNWAY - STA 7.7,.7' RT REMOVE EXISTING LEAD IN LINES SAW CUT. TAXIWAY EDGE LIGHT SAW CUT ( ) (-7) RUNWAY STATION DUCT MARKER (-") RUNWAY -.' STA., 7.' RT " RCP SCHEDULE IV SCHEDULE III EXISTING RUNWAY ASPHALT PAVEMENT ' RUNWAY 7 AREA INLET ( E) " RCP AREA INLET EXISTING TAXIWAY PAVEMENT EXISTING RUNWAY ASPHALT PAVEMENT RUNWAY (7- A). TAXIWAY EDGE LIGHT SAW CUT SAW CUT. RUNWAY EDGE LIGHT CONCRETE UNDERGROUND LIGHTING CABLES LOCATION SHOWN IS APPROXIMATE, FIELD VERIFY AS NEEDED. REMOVE AND SALVAGE ASPHALT PAVEMENT, ROTOMILL FULL DEPTH. RUNWAY - STA 7., 7.' RT RUNWAY EDGE LIGHT REMOVE EXISTING MARKINGS RETROREFLECTIVE MARKER (REMOVE AND DISPOSE) EDGE OF ASPHALT RUNWAY - STA., 7.' RT RUNWAY - STA., 7.' RT REMOVE LIGHT, PRESERVE ELECTRICAL CABLE AS NEEDED TO USE FOR NEW ELECTRICAL CONNECTIONS (SEE SHEET. FOR ELECTRICAL LAYOUT) (SCHEDULE II) ( ) REMOVE AND RELOCATE, REMOVE AND DISPOSE BASE, PRESERVE ELECTRICAL CABLE AS NEEDED TO USE FOR NEW LOCATION (SEE SHEET. FOR ELECTRICAL LAYOUT) UNDERGROUND LIGHTING CABLES LOCATION SHOWN IS APPROXIMATE, FIELD VERIFY AS NEEDED. (SEE SHEET. FOR ELECTRICAL LAYOUT). TAXIWAY EDGE LIGHTS ( G ) (-7) SAW CUT REMOVE EXISTING LINES (SCHEDULE II) 7 MATCH LINE STA. 7 SCHEDULE III SCHEDULE II RETROREFLECTIVE MARKER REMOVE AND DISPOSE GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. A.I.P. NO IMPROVEMENTS MARCH PLAN SEE SHEET. FOR LEGEND W N SAW CUT RUNWAY -. STA.,.' RT REMOVE DUCT BANK AND JUNCTION BOXES, PRESERVE ELECTRICAL CABLE AS NEEDED TO RESTORE ELECTRICAL CIRCUIT WITH NEW DUCT BANK LOCATION SHOWN IS APPROXIMATE, FIELD VERIFY AS NEEDED EXISTING LAYOUT & REMOVALS S E.

4 MATCH LINE STA. 7 7 ( F). RUNWAY TAXIWAY EDGE LIGHT CONCRETE EDGE OF ASPHALT EXISTING TAXIWAY PAVEMENT. EXISTING RUNWAY ASPHALT PAVEMENT REMOVE EXISTING MARKINGS REMOVE AND SALVAGE ASPHALT PAVEMENT, ROTOMILL FULL DEPTH SAW CUT. TAXIWAY EDGE LIGHT RUNWAY EDGE LIGHT UNDERGROUND LIGHTING CABLES LOCATION SHOWN IS APPROXIMATE, FIELD VERIFY AS NEEDED. ' THRESHOLD LIGHTS REMOVE EXISTING ENHANCED TAXIWAY MARKING SCHEDULE I (G ) CONCRETE.' RUNWAY - STA., 7.' RT AREA INLET SAW CUT WIND CONE SCHEDULE III UNDERGROUND LIGHTING CABLES LOCATION SHOWN IS APPROXIMATE, FIELD VERIFY AS NEEDED. (G ) ABANDONED LIGHTS SCHEDULE I CONCRETE REMOVE DUCT BANK AND JUNCTION BOXES, PRESERVE ELECTRICAL CABLE AS NEEDED TO RESTORE ELECTRICAL CIRCUIT WITH NEW DUCT BANK REMOVE EXISTING LEAD IN LINES CONCRETE (FAA) SAW CUT INV:. " CPP STOP ' " RCP " CPP REBAR STA..,. RT INV:. CONCRETE RUNWAY END LIGHTS RUNWAY -.' STA., 7.' RT REIL CONCRETE WBOX OUTLET SAFETY AREA GRADES SHALL BE MAINTAINED AT ALL TIMES DURING THE PROJECT. (INCIDENTAL) ' AREA INLET 7' CHAIN LINK FENCE W STRAND BARBED WIRE ON TOP " RCP GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. A.I.P. NO IMPROVEMENTS PLAN SEE SHEET. FOR LEGEND W S N E MARCH EXISTING LAYOUT & REMOVALS.

5 .' RUNWAY - STA.7 RP, 7.' RT RP,.' RT - 7' RT RUNWAY - STA. PT,.' RT.' RUNWAY - STA 7.7 PT,.' RT.' RUNWAY - STA 77. PC,.' RT RUNWAY -.7' STA.7 PT, 7.' RT R'.7' RUNWAY - STA 7.7 PC, 7.' RT.7. INSTALL L.F. -WAY INCH CONCRETE ENCASED DUCT BANK WITH () SPLICE BASES, RESTORE EXISTING LIGHTING CIRCUITS. " CLEANOUT CAP THIS END STA..,.7' RT. FL =. L.F. " (D-7) STA: 7.,.' RT RUNWAY STA: 7.,.' RT STA:.,.' RT " X WYE STA. 7.,.' RT FL=. TAXIWAY TYPICAL SECTION L.F. " (D-7) " X WYE STA. 7.,.' RT FL= " X STA..7,.' RT FL= RUNWAY -.' STA.7 PCC, 7.7' RT.7...' N '."W R' 7 L.F. " (D-7) 77 L.F. " SOLID DRAIN L.F. " SOLID DRAIN PIPE. N '7."W.' CONTROL LINE PI: 7. EL: % PI:.7 EL:..7 RUNWAY - STA.7 RP, 7.' RT. R' L.F. " (D-7) RUNWAY -.' STA 7. PC,.' RT " X WYE STA. 77.,.' RT FL=. R' % MATCH EXISTING PAVEMENT GRADE. L.F. " (D-7) RUNWAY - STA.7 RP, 7.' RT.. RUNWAY STATION RUNWAY -.' STA.7 PT, 7.' RT RUNWAY - STA.7 RP, 77.' RT " RCP PI:. EL:. R' L.F. " (D-7) RUNWAY -.' STA.7 PT,.' RT SCHEDULE IV SCHEDULE IV RUNWAY -.' STA.7 PT, 7.' RT TIE " INTO EXISTING " STA. 7., ' RT. FL =. " RCP SCHEDULE III SCHEDULE III AREA INLET N '."E.' " RCP DO NOT AREA INLET " WCLEANOUT CAP THIS END STA.,.' RT. FL =. END HERE, SCHED. IV " WCLEANOUT CAP THIS END STA.,.' RT. FL =. END HERE, SCHED. IV PLAN SEE SHEET. FOR LEGEND CONTROL LINE EDGE OF ASPHALT ' SHOULDER GRADING WITH MILLINGS. TAXIWAY TYPICAL SECTION PROPOSED GRADE AT CONTROL LINE ' SHOULDER GRADING WITH MILLINGS EXISTING GRADE AT CONTROL LINE.7% W CRACK SEAL (S-) AND FOG SEAL (P-) PAVEMENT S N E MATCH LINE STA. GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. A.I.P. NO IMPROVEMENTS STA:. INVERT ELEV:. MARCH EXISTING GRADE PROPOSED GRADE EX. EX. EX... EX. EX... EX. EX EX. EX... EX. EX... EX. EX.7 PLAN & PROFILE PROFILE SCALE: PER GRID.

6 .7% EX.. EX...' RUNWAY - STA. PI, 7.' RT.7' RUNWAY - STA 7.7 PT, 7.' RT.' RUNWAY - STA. PC,.' RT RUNWAY - STA. RP,.' RT RUNWAY -.7' STA 7. PI,.' RT RUNWAY -.' STA. PI,.' RT RUNWAY -.' STA. PI, 7.' RT ' RUNWAY - STA 7. PI, 7.' RT.' RUNWAY - STA. PI,.' RT N '."E...' EX.. EX.7. EX.7. EX..7 EX.7.7 EX.7.7 EX.7. EX.. EX.7. EX.. EX.. -.% -.% -.% PI: 7. EL:.7 PI:. EL:. PLAN SEE SHEET. FOR LEGEND EXISTING GRADE AT CONTROL LINE PROFILE SCALE: PER GRID EXISTING GRADE PROPOSED GRADE MATCH LINE STA. '" RW STA..,.' RT TW F STA. 77.,.' RT TW G STA..,.' RT CONTROL LINE.' CONTROL LINE ' SHOULDER GRADING WITH MILLINGS PROPOSED GRADE AT CONTROL LINE.' R' ' TAXIWAY TYPICAL SECTION. ' SHOULDER GRADING WITH MILLINGS CRACK SEAL (S-) AND FOG SEAL (P-) PAVEMENT SCHEDULE II FL =. STA..,.' RT. " (D-7) L.F. " PIPE SCHEDULE III SCHEDULE II. " CLEANOUT STA..,.' RT. SCHEDULE II FL =. MATCH LINE STA. EXISTING TAXIWAY PAVEMENT TAXIWAY TYPICAL SECTION. S E W N MARCH PLAN & PROFILE. A.I.P. NO IMPROVEMENTS GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:..

7 MATCH LINE STA..' 7.' RUNWAY. ' CONTROL LINE 7' RUNWAY - STA. RP,.' RT EDGE OF ASPHALT EXISTING TAXIWAY PAVEMENT TAXIWAY TYPICAL SECTION ' SHOULDER GRADING WITH MILLINGS CRACK SEAL (S-) AND FOG SEAL (P-) PAVEMENT RUNWAY CONTROL LINE > > > RUNWAY -.' STA.7 PI,.' RT -.% SCHEDULE III RUNWAY - STA. RP,.7' RT PROPOSED GRADE AT CONTROL LINE.' RUNWAY - STA. PC,.' RT RUNWAY - STA. PT, 7.' RT " CLEANOUT CAP THIS END STA. 7., ' RT. FL =.7 L.F. " (D-7) " CLEANOUT 7.,.' RT. FL =. (SCHEDULE I) SCHEDULE I GRADE TO DRAIN (SCHEDULE I) RUNWAY -.77' STA 7. PI, 7.' RT.' RUNWAY - STA. PCC,.' RT AREA RUNWAY - INLET STA. RP,.7' RT R' " CLEANOUT 7.,.' RT. FL =. (SCHEDULE I) > >> > > > > EXISTING GRADE AT CONTROL LINE R' R' TIE " INTO EXISTING " STA. 7., ' RT. FL =.7 GRADE TO DRAIN (SCHEDULE I) MATCH EXISTING PAVEMENT GRADE SCHEDULE III SCHEDULE I PLAN L.F. " (D-7) SEE SHEET. FOR LEGEND 7 N '7."W.' RUNWAY - STA. PCC, 7.' RT Δ = '" R=.' L=.' T=.' PI:. EL:.7 INV:. " CPP (SILTED UP) RUNWAY STA..,. RT 77.,.' RT ' REBAR RUNWAY STA..,. RT. RUNWAY -.7' STA. PI, 7.' RT INV:.. -.% " CLEANOUT CAP THIS END., 77' RT. FL =. 7 L.F. " (D-7) TIE " INTO EXISTING " STA.., ' RT. FL =.7 L.F. " (D-7) AREA INLET " CPP INSTALL 7 L.F. -WAY INCH CONCRETE ENCASED DUCT BANK WITH () SPLICE BASES, RESTORE EXISTING LIGHTING CIRCUITS " WYE W ITH CLEANOUT STA..,.' RT. FL =. PI:. EL:. STORM DRAIN INLET ' SAFETY AREA GRADES SHALL BE MAINTAINED AT ALL TIMES DURING THE PROJECT. (INCIDENTAL) 7' CHAIN LINK FENCE W STRAND BARBED WIRE ON TOP W S N E GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. A.I.P. NO IMPROVEMENTS MARCH EXISTING GRADE PROPOSED GRADE EX. EX EX... EX. EX.. PROFILE SCALE: PER GRID. EX. EX..7 " RCP. EX. STA:7. INVERT ELEV:7. EX..7. EX. EX. PLAN & PROFILE.

8 RUNWAY CONTROL LINE.' RUNWAY - STA.7 PT, 7.' RT RUNWAY RUNWAY STA: 7., CL STA: 7.7, CL 77 " X WYE STA..7,.' RT FL=. L.F. " SOLID DRAIN N '."E.' 7 " RCP DO NOT INSTALL L.F. -WAY INCH CONCRETE ENCASED DUCT BANK WITH () SPLICE BASES, RESTORE EXISTING LIGHTING CIRCUITS TIE " INTO EXISTING " STA. 7., ' RT. FL =..' RUNWAY - STA.7 PCC, 7.7' RT... L.F. " (D-7)..7' RUNWAY - STA.7 PT, 7.' RT RUNWAY - STA.7 RP, 7.' RT..' RUNWAY - STA.7 PT,.' RT. R' RUNWAY - STA.7 RP, 7.' RT ' N '7."W SCHEDULE R' L.F. " (D-7)..7 III SCHEDULE...7 IV. RUNWAY - STA.7 RP, 7.' RT... STATION RUNWAY R' " CLEANOUT CAP THIS END STA..,.7' RT. FL = RUNWAY -.7' STA 7.7 PC, 7.' RT " X WYE STA. 7.,.' RT FL= RUNWAY -.' STA.7 PT, 7.' RT. RUNWAY -.' STA 7.7 PT,.' RT '" L.F. " (D-7) RUNWAY -.' STA 7. PC,.' RT..'.. N '."W....' RUNWAY - STA 7. PT,.7' RT CONTROL LINE RUNWAY - STA. PT,.' RT RUNWAY STA: 7.,.' RT STA:., CL 7 L.F. " (D-7) R' R' PLAN 7 L.F. " (D-7) 77 L.F. " SOLID DRAIN " X WYE STA. 7.,.' RT FL=. RUNWAY -.' STA 77. PC,.' RT SEE SHEET. FOR LEGEND RUNWAY - STA.7 RP,.' RT RUNWAY - STA 7. RP,.' RT ' 7.' " X WYE STA. 77.,.' RT FL= L.F. " (D-7) ' SHOULDER GRADING WITH MILLINGS.' RUNWAY - STA. PT,.' RT RUNWAY - STA. RP,.77' RT....' RUNWAY - STA 77. PC,.' RT R7' L.F. " (D-7) R7' " CLEANOUT CAP THIS END STA.7.,.' RT. FL =. RUNWAY 7. RUNWAY -.' STA 7.7 PC,.' RT RUNWAY STA:.7,.' RT STA:, CL N E W INSTALL L.F. -WAY INCH CONCRETE ENCASED DUCT BANK WITH () SPLICE BASES, RESTORE EXISTING LIGHTING CIRCUITS " CLEANOUT CAP THIS END STA.,.' RT. FL =. S GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. A.I.P. NO IMPROVEMENTS CONTROL LINE RW PI:. EL:..% PI: 7. EL:. -.% EXISTING GRADE AT CONTROL LINE PI:. EL:. FG..% PROPOSED GRADE AT CONTROL LINE PI:. EL:. -.% PI: 7. EL:. ~ CENTERLINE LINE RW 7 MARCH EX EXISTING GRADE PROPOSED GRADE EX.. EX. EX... EX. EX...7 EX. PROFILE SCALE: PER GRID EX.7. E. EX. EX...7 EX. EX.. EX. EX PLAN & PROFILE.

9 RW STA..,.' RT TW F STA. 77.,.' RT TW G STA.., CL RUNWAY -.' STA. PI, 7.' RT. N '."E.7.'. RUNWAY -.' STA. PI,.' RT RUNWAY -.7' STA 7. PI,.' RT '" CRACK SEAL (S-) AND FOG SEAL (P-) PAVEMENT L.F. " (D-7) SCHEDULE II SCHEDULE III RUNWAY - STA. RP,.' RT RUNWAY -.7' STA 7.7 PT, 7.' RT RUNWAY -.' STA. PI, 7.' RT R' " CLEANOUT STA..,.' RT. (SCHEDULE II) FL =. CONTROL LINE RUNWAY -.' STA. PC,.' RT.. L.F. " (D-7).7 " CLEANOUT STA..,.' RT. (SCHEDULE II) FL =....7 N '7."W TAXIWAY TYPICAL SECTION 77.' ' RUNWAY - STA. PI,.' RT " WCLEANOUT CAP THIS END STA..,.' RT. FL =. RUNWAY -.' STA. PI,.7' RT '.7.' RUNWAY - STA. PI,.' RT PLAN RUNWAY -.' STA. PI,.' RT.7. SEE SHEET. FOR LEGEND L.F. " (D-7) INSTALL L.F. -WAY INCH CONCRETE ENCASED DUCT BANK WITH () SPLICE BASES, RESTORE EXISTING LIGHTING CIRCUITS. LOCATION SHOWN IS APPROXIMATE, CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING RUNWAY LIGHT CONDUITS AND INSTALL DUCT BANK TO MATCH L.F. " (D-7) ' RUNWAY - STA. PI,.' RT " CLEANOUT CAP THIS END STA..,.' RT. FL =.7 RUNWAY -.' STA. PI, 7.' RT ' RUNWAY - STA. PI, 7.' RT RUNWAY -.' STA. PI, 7.' RT RUNWAY -.' STA.7 PI,.' RT RUNWAY 7 RUNWAY -.' STA. PI, 7.' RT " CLEANOUT CAP THIS END STA.., 7.' RT. FL =. N E W RW STA., 7.' RT TW F STA.,.' RT S GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. A.I.P. NO IMPROVEMENTS PI:. EL:. SCHEDULE III.% PI:. EL:. SCHEDULE II.% PI:. EL:. EXISTING GRADE AT CONTROL LINE -.% PI:. EL:. PROPOSED GRADE AT CONTROL LINE -.% PI: 7. EL:.7 MATCH EXISTING PAVEMENT GRADE MARCH EX 7 EX.. EXISTING GRADE PROPOSED GRADE. EX.7 EX... EX. EX...7 EX.7 EX.7.7 PROFILE SCALE: PER GRID. EX. F EX.7..7 EX.7 EX... EX. EX.7. EX. PLAN & PROFILE.

10 '." -." EXISTING ASPHALT PAVEMENT UNCLASSIFIED EXCAVATION (P-a). EXISTING, F & G REMOVALS N.T.S. NOTE: ASPHALT MILLINGS ARE TO BE SALVAGED, HAULED AND STOCKPILED ON AIRPORT PROPERTY AS DIRECTED BY ENGINEER. SEE CSPP SHEETS FOR STOCKPILE LOCATION AND HAUL ROUTE. REMOVE AND SALVAGE ASPHALT MATERIAL, ROTOMILL FULL DEPTH (S-a) APPROX. " FROM EXISTING SURFACE ' GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. EXISTINGPROPOSED EDGE LIGHT (SEE LIGHTING PLANS) ' 7.' TAXIWAY 7.' ' EXISTINGPROPOSED EDGE LIGHT (SEELIGHTING PLANS) EXISTINGPROPOSED EDGE LIGHT (SEE LIGHTING PLANS) GRADE TO EXISTING MAXIMUM : SLOPE ' GRADE TO EXISTING MAXIMUM : SLOPE. UPON COMPLETION OF GRADING, CONTRACTOR TO FIELD VERIFY HEIGHT OF EXISTING LIGHTS AND ADJUST AS NEEDED SHOULDER GRADING; PLACE AND COMPACT SALVAGED ASPHALT MILLINGS "-" THICK TO ' ADJACENT TO PAVEMENT EDGE. GRADE AS SHOWN. (P-b) ' % " PIPE ".' EXISTING ASPHALT PAVEMENT % CRACK SEAL (S-) AND FOG SEAL (P-) PAVEMENT ' " " COMPACTED SUBGRADE (P-a) TAXIWAY. " HOT BITUMINOUS PAVEMENT SURFACE COURSE (7 BLOW)(P-) PRIME COAT (P-) " CEMENT TREATED BASE COURSE (P-) " SUBBASE COURSE (P-) & G RECONSTRUCTION TYPICAL SECTION N.T.S. '.' EXISTING ASPHALT PAVEMENT CRACK SEAL (S-) AND FOG SEAL (P-) PAVEMENT " % ' - 7' GRADE TO EXISTING MAXIMUM : SLOPE SHOULDER GRADING; PLACE AND COMPACT SALVAGED ASPHALT MILLINGS "-" THICK TO ' ADJACENT TO PAVEMENT EDGE. GRADE AS SHOWN. (P-b). UPON COMPLETION OF GRADING, CONTRACTOR TO FIELD VERIFY HEIGHT OF EXISTING LIGHTS AND ADJUST AS NEEDED " PIPE " ' % ' EXISTINGPROPOSED EDGE LIGHT (SEELIGHTING PLANS) GRADE TO EXISTING MAXIMUM : SLOPE A.I.P. NO IMPROVEMENTS. UPON COMPLETION OF GRADING, CONTRACTOR TO FIELD VERIFY HEIGHT OF EXISTING LIGHTS AND ADJUST AS NEEDED SHOULDER GRADING; PLACE AND COMPACT SALVAGED ASPHALT MILLINGS "-" THICK TO ' ADJACENT TO PAVEMENT EDGE. GRADE AS SHOWN. (P-b) EXISTING BASE EXISTING BASE. UPON COMPLETION OF GRADING CONTRACTOR TO FIELD VERIFY HEIGHT OF EXISTING LIGHTS AND ADJUST AS NEEDED MARCH " HOT BITUMINOUS PAVEMENT SURFACE COURSE (7 BLOW)(P-) PRIME COAT (P-) " CEMENT TREATED BASE COURSE (P-) " SUBBASE COURSE (P-) " COMPACTED SUBGRADE (P-a). RECONSTRUCTION TYPICAL SECTION STA. TO STA. 7. N.T.S. SHOULDER GRADING; PLACE AND COMPACT SALVAGED ASPHALT MILLINGS "-" THICK TO ' ADJACENT TO PAVEMENT EDGE. GRADE AS SHOWN. (P-b) TYPICAL SECTIONS & DETAILS.

11 EXISTINGPROPOSED EDGE LIGHT (SEE LIGHTING PLANS) % TO ' FROM TW CENTERLINE ± : MAXIMUM SLOPE TO DAYLIGHT SHOULDER GRADING; PLACE AND COMPACT SALVAGED ASPHALT MILLINGS "-" THICK TO ' FROM PAVEMENT EDGE. GRADE AS SHOWN. (P-b) ' % " TAXIWAY ' ' VARIES VARIES " ' % EXISTINGPROPOSED EDGE LIGHT (SEE LIGHTING PLANS) % TO ' FROM TW CENTERLINE ± : MAXIMUM SLOPE TO DAYLIGHT. UPON COMPLETION OF GRADING, UPON COMPLETION OF GRADING,. CONTRACTOR TO FIELD VERIFY HEIGHT CONTRACTOR TO FIELD VERIFY HEIGHT OF EXISTING LIGHTS AND ADJUST AS NEEDED OF EXISTING LIGHTS AND ADJUST AS NEEDED SHOULDER GRADING; PLACE AND COMPACT SALVAGED ASPHALT MILLINGS "-" THICK TO ' FROM PAVEMENT EDGE. GRADE AS SHOWN. (P-b) MINIMUM ANCE TO EXISTING BASE AND PAVEMENT AT VERTICAL CUT EDGE (INCIDENTAL TO P-) MATCH EXISTING SURFACE ELEVATION EXISTING PAVEMENT SURFACE TACK COAT (P-) EXISTING BASE " (MIN.) VERTICAL CUT EXISTING ASPHALT IN SOLID PAVEMENT, REMOVE LOOSE PAVEMENT AND TACK COAT PAVEMENT EDGE (INCIDENTAL TO P-) NEW PAVEMENT SURFACE JOINT AT EXISTING PAVEMENT EDGE NEW BASE COURSE GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. " PIPE " HOT BITUMINOUS PAVEMENT SURFACE COURSE (7 BLOW)(P-) " PIPE PRIME COAT (P-) " CEMENT TREATED BASE COURSE (P-) " COMPACTED SUBGRADE (P-a) " SUBBASE COURSE (P-) RECONSTRUCTION TYPICAL SECTION N.T.S. " TEE A.I.P. NO IMPROVEMENTS.% " % PAVEMENT EDGE DROP SHOULDER GRADING (P-b) SHOULDER GRADING: PLACE AND COMPACT SALVAGED ASPHALT MILLINGS "-" THICK,TO ' FROM PAVEMENT EDGE. GRADE AS SHOWN. (P-b) POROUS BACKFILL WRAP POROUS BACKFILL WITH FILTER FABRIC. USE MANUFACTURER'S RECOMMENDED OVERLAP. PAVEMENT " PERFORATED PIPE " " BASE COURSE " MIN. " MIN. PAVEMENT CORE EXISTING R.C.P. GROUT OR ADHESIVE TO SEAL ALL AROUND AS REQUIRED EXISTING " AND " RCP STORM DRAIN TOP VIEW FRONT VIEW " Ø SEWER PVC PIPE " PERFORATED PIPE CORE EXISTING R.C.P. GROUT OR ADHESIVE TO SEAL ALL AROUND AS REQUIRED EXISTING " AND " RCP STORM DRAIN " PERF. PIPE (D-7) " BEND " " CAP AND CONCRETE COLLAR SET FLUSH WGROUND (P-) " " SOLID WALL POLY. RISER FOR CLEANOUT CAP IF END OF PIPE NOTE: SEE PLAN AND PROFILE SHEETS FOR PIPE FLOWLINE ELEVATIONS STORM DRAIN TIE IN FLOW CLEAN OUT DETAIL MARCH TYPICAL SECTIONS & DETAILS

12 7 77 ' ' ' ' ' EXISTING UNDERGROUND LIGHTING CABLES, ABANDON IN PLACE G. 7' RUNWAY - STA.,.7' RT 7. ( G ) RELOCATE WITH NEW BASE..' 7' ' 7' RUNWAY - STA.,.' RT NO. AWG CABLE IN NEW " PVC CONDUIT WITH COUNTERPOISE INSTALL NEW SPLICE BASE CONNECT NEW CABLE TO EXISTING CABLE ( ) RELOCATE WITH NEW BASE EXISTING UNDERROUND LIGHTING CABLES,.'. ' ' ' ' ' INSTALL RETROREFLECTIVE EDGE MARKER SET ' FROM PAVEMENT EDGE ' ' NOTE: THE LOCATION AND LAYOUT OF EXISTING UNDERGROUND CABLES SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY ACTUAL LOCATIONS AS NEEDED. RUNWAY 7 LIGHTS MUST BE FULLY OPERATIONAL BEFORE RUNWAY CAN BE OPENED. ELECTRICAL LAYOUT - SCHEDULE II ' EXISTING TAXIWAY EDGE LIGHTS TO REMAIN, RESTORE CONNECTION TO TAXIWAY LIGHTING. CIRCUIT WITH NEW SPLICE BASE EXISTING UNDERROUND LIGHTING CABLES, 7.' 7.' EXISTING TAXIWAY EDGE LIGHTS TO REMAIN, RESTORE CONNECTION TO TAXIWAY LIGHTING CIRCUIT WITH NEW SPLICE BASE. 7.' 7.' ' ' ' '.. RUNWAY 7 RW STA., 7.' RT TW F STA.,.' RT INSTALL L.F. -WAY INCH CONCRETE ENCASED DUCT BANK WITH () SPLICE BASES, RESTORE EXISTING LIGHTING CIRCUITS LOCATION SHOWN IS APPROXIMATE CONTRACTOR TO VERIFY LOCATION OF EXISTING RUNWAY CIRCUIT AND ADJUST DUCT BANK LOCATION TO MATCH GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. A.I.P. NO IMPROVEMENTS MARCH N E S ELECTRICAL LAYOUT W PLAN SEE SHEET. FOR LEGEND.

13 " L- LIGHT FIXTURE RUNWAY - WHITE LENS RUNWAY CAUTION END - WHITE, YELLOW LENS THRESHOLD - RED, GREEN LENS TAXIWAY - BLUE LENS PAVEMENT SURFACE GROMMETS ON ALL HUBS DUCT SURVEY MARKER BOTTOM OF BASE COURSE " THIN WALL CONDUIT FRANGIBLE COUPLING STEEL BASE PLATE w GASKET P- CONCRETE BACKFILL L-7 CLASS A BASE (SIZE B, " DEEP), OR HUB AS REQ'D. " WASHED ROCK FOR DRAINAGE APRROX. " DEEP EDGE PAVEMENT " UND. CROSSING. " " DUCT SURVEY MARKER NOTES:. TOP OF SURVEY MARKER SHALL BE " TO " BELOW PAVEMENT SURFACE.. INSTALL SURVEY MARKERS AT ALL LOCATIONS WHERE DUCT BANKS CROSS UNDER PAVEMENTS.. INCIDENTAL TO ITEM L-. ' SLOPE AT LEAST " PER ' TO DRAIN " " L- TRANSFORMER (PROPER WATTAGE) BRICK TRANSFORMER SUPPORT PROVIDE " DRAIN HOLE BASE MOUNTED L- (L) LIGHT. " (MIN) SET TOP OF LIGHT BASE LEVEL AND. FEET BELOW PROPOSED PAVEMENT ELEVATION ON RUNWAY AND SET FLUSH WITH PAVEMENT AT THRESHOLD LIGHTS NORMAL SHOULDER GRADE L- WATERPROOF CONNECTORS PER L-. PROVIDE SUFFICIENT SLACK IN KV, LC CABLE TO INSTALL L- CONNECTORS OUTSIDE OF BASE. ATTACH GROUND WIRE TO FACTORY WELDED LUG " DIA SURVEY MARKER WITH "X" REBAR " DIA CORE FILLED WITH NON-SHRINK GROUT DUCT " DEEP.' OUT - " " " " " " " " " NOTE: DUCT MARKERS SHALL BE THE SIZE INDICATED. THE WORDS DUCT (PLUS QUANTITY, SIZE DEPTH AND END LOCATION) SHALL BE STAMPED ON THE CAP AS REQUIRED. MARKER " # AWG BARE COPPER GROUND WIRE AT " MIN. FROM CONDUIT. CONNECT TO GROUND ROD " PVC CONDUIT (DEB) " " x ' MIN. GROUND ROD COPPERWELD OR EQUAL EXOTHERMIC WELDED CONNECTION PAVEMENT COUNTERPOISE WIRE " " P.V.C. DUCT TOP OF STAKE TO BE EVEN WITH OR NOT MORE THAN " ABOVE FINISH GRADE " " " P- CONCRETE -WAY " (min) ". " (min)." " L- " P.V.C. DUCT (SPARE) " (typ) " C, #, KV, L- CABLE See Note NUMBER TAG FRANGIBLE COUPLING AND DISCONNECT PLUG " ANGLE IRON STAKE CONCRETE ANCHOR "x"x" Notes:. PROVIDE AT LEAST FT OF SLACK IN EACH PRIMARY CABLE FOR CONNECTIONS.. FOR STAKE MOUNTING, ENCASE THE TRANSFORMER, CONNECTORS AND CABLE SLACK IN SAND.. Sand " STAKE MOUNTED, SERIES CIRCUIT BREAKING-POINT FRANGIBLE COUPLING SHOULD BE LOCATED INCHES MAX ABOVE GRADE.. UPON COMPLETION OF GRADING, CONTRACTOR TO FIELD VERIFY HEIGHT OF EXISTING LIGHTS AND ADJUST BASES AS NEEDED. (S-b). " " SET PLUMB AT ' FROM PAVEMENT EDGE. BACKFILL PER SPEC. L-. DETECTABLE WARNING TAPE # BARE COPPER COUNTERPOISE WIRE CONNECTED TO " x ' GROUND RODS AT ' SPACING. ALSO USE GROUND RODS TO TERMINATE THE COUNTERPOISE AT BOTH ENDS OF DUCT BANK PAVEMENT CROSSINGS. CABLE(S) IN " PVC CONDUIT.. " " MIN. YELLOW, WHITE, OR BLUE POLYETHYLENE PLASTIC TUBE " MIN. " MAX. DIA. REFLECTIVE TAPE (BLUE) (MATCH EXISTING) L- TYPE II MARKER CLOSED END ANCHOR " LONG GALVANIZED STEEL SOIL MOUNT RETROREFLECTIVE MARKER " " " MIN. COVER TRENCH & CABLE PLACEMENT BACKFILL PER SPEC. L-. DETECTABLE WARNING TAPE " MIN. " " MIN. COVER " LOOSE MATERIAL EXOTHERMIC WELDED CONNECTION " x ' MIN. GROUND ROD COPPERWELD OR EQUAL (NOTE: GROUND ROD MUST BE DRIVEN VERTICALLY ENTIRE LENGTH) GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. A.I.P. NO IMPROVEMENTS " PVC DUCT L- PRE MANUFACTURED CONNECTOR KIT (TYPE "C" TO TYPE "C") # DRAG WIRE. COIL A MIN. OF ' AT DUCT ENDS " MAX.. INSTALL PVC CAPS ON ENDS OF DUCTS NOT USED DUCT & DUCT MARKER " L-7 CLASS IA BASE w SOLID LID (SIZE D, " DEEP) " FINISHED GRADE MARKER INSTALLATION BASE COURSE " FRANGIBLE COUPLINGS. DUCT CROSS SECTION(S) RELOCATED SECONDARY CONNECTION WITH 7 RETAINER " MIN. " TO " PROVIDE ' OF CABLE SLACK FOR CONNECTIONS ". CABLE IN " PVC CONDUIT. L-7 BASE (CLASS IA, SIZE D, " DEEP) COVERPLATE, GASKET,TRANSFORMER CONNECTOR KIT TRENCH & CABLE PLACEMENT NORMAL SHOULDER GRADE " " WASHED ROCK FOR DRAINAGE (APRROX. " DEEP) PROVIDE " DRAIN HOLE. PROVIDE ' OF CABLE SLACK FOR CONNECTIONS ATTACH GROUND WIRE TO FACTORY WELDED LUG PVC DUCT OR EXISTING TYPE C CABLE (DEB) # BARE COPPER, CONNECT TO GROUND ROD FLEX CONNECTOR OR WATERTIGHT EXPANSION INSERT FOR EXISTING TYPE C CABLE SPLICE BASE DETAIL " " EXOTHERMIC WELDED CONNECTION " x ' MIN. GROUND ROD COPPERWELD OR EQUAL (NOTE: GROUND ROD MUST BE DRIVEN VERTICALLY ENTIRE LENGTH) " DEEP x " WIDE "FT. BEVEL " " SIDE VIEW " P- CONCRETE WIRE MESH, "x", No. " PVC ELBOW " PVC CONDUIT AND COUPLING " WASHED ROCK FOR DRAINAGE APPROX. " DEEP PROVIDE " DRAIN HOLE 7. FRONT VIEW L- (L) S ATTACH GROUND WIRE TO FACTORY WELDED LUG # AWG BARE COPPER GROUND WIRE AT " MIN. FROM CONDUIT. CONNECT TO GROUND ROD TIE POWER CABLES TO EXISTING LIGHTING CIRCUIT " PVC CONDUIT WATERTIGHT EXPANSION INSERT FOR EXISTING TYPE C CABLE OR HUB AS REQUIRED " " EXOTHERMIC WELDED CONNECTION " x ' MIN. GROUND ROD COPPERWELD OR EQUAL MARCH ELECTRICAL DETAILS.

14 .' ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ RSA RSA RSA RSA RSA RSA RSA ' RUNWAY - STA 7. PT,.' RT RSA STOP TAXIWAY MARKING AT RUNWAY EDGE MARKING.. RUNWAY - STA 77.7 PC,.7' RT RUNWAY - STA 7. PC,.' RT 7 ROFZ ROFZ RUNWAY - STA. PT,.' RT RSA. RUNWAY EDGE MARKING RUNWAY - STA 7. PC,.' RT RUNWAY - STA 7. PT, 7.' RT ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ R= ' R= ' RUNWAY - RUNWAY - RUNWAY - STA.7 PT,.' RT STA 7. PT,.' RT STA. PI,.' RT ROFZ ROFZ ROFZ ROFZ ROFZ.. RUNWAY - STA. PT,.' RT RUNWAY - STA.7 POC,.7' RT RSA RSA RSA '. R=' ' R= ' STOP TAXIWAY MARKING AT RUNWAY EDGE MARKING ' RSA RSA RSA RUNWAY 7. ' RUNWAY - STA. PC,.' RT RUNWAY 7 CL RUNWAY 7 CL MATCH RUNWAY EDGE MARKING TO EXISTING " SPACE BETWEEN HOLDING POSITION MARKING AND TAXIWAY EDGE MARKING SCHEDULE IV SCHEDULE III RUNWAY STATION " SPACE BETWEEN HOLDING POSITION MARKING AND TAXIWAY EDGE MARKING. RUNWAY EDGE MARKING MATCH RUNWAY EDGE MARKING TO EXISTING. MATCH RUNWAY EDGE MARKING TO EXISTING. ' RUNWAY RUNWAY - STA. PI,.7' RT... RSA RSA. " SPACE BETWEEN HOLDING POSITION MARKING AND TAXIWAY EDGE MARKING STOP TAXIWAY MARKING AT RUNWAY EDGE MARKING 7 R= 7' (SCHEDULE II) RUNWAY - STA. PC,.' RT. CL TAXIWAY. Road 7. Stripe SOLID BLACK BOX Road. Stripe SOLID BLACK BOX Road. Stripe SOLID BLACK BOX Road. Stripe SOLID BLACK BOX Road Stripe SOLID BLACK BOX 7.' CL TAXIWAY RUNWAY - STA 7.7 PT,.' T ' SPACE BETWEEN TAXIWAY CENTERLINE MARKING AND RUNWAY ARROW MARKING AS MEASURED NEAR EDGE TO NEAR EDGE ' ROFZ ' ' STOP TAXIWAY MARKING AT THRESHOLD MARKING ' ROFA.. STOP TAXIWAY MARKING AT RUNWAY EDGE MARKING RSA RSA RSA RSA RSA MATCH RUNWAY EDGE MARKING TO EXISTING RUNWAY EDGE MARKING. RUNWAY - STA. PC,.' RT R= 7' (SCHEDULE II) SCHEDULE III SCHEDULE II. RUNWAY EDGE MARKING ENHANCED TAXIWAY CENTERLINE MARKING (SCHEDULE I) SCHEDULE III. RUNWAY - STA. PT,.' RT.. CL TAXIWAY.7 Road Stripe SOLID BLACK BOX CL TAXIWAY ' ' RUNWAY - STA. PT, RUNWAY - STA. PC,. ROFZ ' SCHEDULE I ' ROFZ R= ' " SPACE BETWEEN HOLDING POSITION MARKING AND TAXIWAY EDGE MARKING GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. A.I.P. NO IMPROVEMENTS MARCH.' MARKING PLAN. 7.. MARKING PLAN.

15 . RWY STRIPE WHITE TWY STRIPE YELLOW " " ' SPACE STRIPING SEPARATION DASHED DUAL YELLOW STRIPES " WIDE WITH A " SPACE BETWEEN LINES CENTERLINE. DGE MARKING NOTE: ALL YELLOW MARKINGS SHALL RECEIVE TYPE III REFLECTIVE MEDIA ALL WHITE MARKINGS SHALL RECEIVE TYPE III REFLECTIVE MEDIA ALL RED MARKINGS SHALL RECEIVE TYPE I REFLECTIVE MEDIA BLACK MARKINGS SHALL NOT RECEIVE REFLECTIVE MEDIA ' 7.' '.'.'.'.'.' '.' ' '.' '.'.' '.'.'.'.'.'.'.' SURFACE PAINTED HOLD MARKING NOTES: ALL DIMENSIONS SHOWN ON PLAN ARE TO RED. ALL NUMERALS ARE SOLID WHITE BACKGROUND IS SOLID RED WITH A " BLACK BORDER SEE DETAIL. FOR NUMERAL TEMPLATE '. 7.' " BLACK BORDER ' 7 " 7 " 7 " " BLACK BORDER ' GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. " " DASHES AND SPACES ARE ' LONG SEE NOTE " ". " TAXIWAY CENTERLINE " ' " TAXIWAY CENTERLINE " W ENHANCED TAXIWAY MARKINGS DIRECTION TO RUNWAY ' ' SPACE ' ' SPACE AIRCRAFT HOLDING SIDE DISTANCE TO RUNWAY CENTERLINE MEASURED FROM MARKING EDGE ON AIRCRAFT HOLDING SIDE LINES AND WIDE EACH RUNWAY HOLDING POSITION MARKING - PATTERN A NOTES: UNLESS OTHERWISE NOTED ALL LINES ARE YELLOW. BLACK BACKGROUND TO BE CONTINUOUS BETWEEN LINES & STRIPES. " BLACK OUTLINE " YELLOW ENHANCED TAXIWAY MARKINGS " YELLOW TAXIWAY CENTERLINE " YELLOW ENHANCED TAXIWAY MARKINGS (IF "V" SHAPE DASH IS LESS THAN ' LENGTH IT MAY BE OMITTED) " YELLOW ENHANCED TAXIWAY MARKINGS. ' GRID NOTES: " BLACK OUTLINE NUMERALS DETAIL ALL NUMERALS ARE SOLID WHITE CONTINUOUS DUAL YELLOW STRIPES " WIDE WITH A " SPACE BETWEEN LINES TAXIWAY CENTERLINE. VARIES DGE MARKING EDGE OF NEW PAVEMENT A.I.P. NO IMPROVEMENTS " YELLOW ENHANCED TAXIWAY MARKINGS. " BLACK OUTLINE ENHANCED TAXIWAY MARKING NOTES: ALL DIMENSIONS SHOWN ARE TO YELLOW AND UNLESS OTHERWISE NOTED ALL LINES ARE YELLOW, THERMOPLASTIC. ENHANCED MARKING EXTENDS ' FROM HOLD BAR MARKING UNLESS OTHERWISE NOTED. " YELLOW TAXIWAY CENTERLINE 7. ' ' ' ' SPACE " YELLOW ENHANCED TAXIWAY MARKINGS ENHANCED LINES AT CONVERGING TAXIWAY CENTERLINES NOTES: ALL DIMENSIONS SHOWN ARE TO YELLOW ' WHITE RUNWAY EDGE MARKING ' WIDE. RUNWAY EDGE MARKING WHITE RUNWAY EDGE MARKING ' WIDE WHITE CENTERLINE ' WIDE MARCH MARKING PLAN DETAILS.

16 : OFF: -. ELEV:.7.%.% : OFF: -7. ELEV:..%.% EG CL.. TW E. TW E FG CL.7 :.% OFF:. ELEV:. EG CL. FG CL. :.% OFF: 7. ELEV: : : OFF: -. ELEV:. OFF: -7. ELEV:. EG CL.. TW E. TW E FG CL.7.% OFF: 7. ELEV:. EG CL. FG CL..% OFF: 7. ELEV:. MARCH CROSS SECTIONS 7. A.I.P. NO IMPROVEMENTS GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:..

17 %. () TW F. () TW F. () TW F EG CL. FG CL. EG CL.7 FG CL.7 EG CL. FG CL. : : OFF: -7.7 ELEV:..%.% OFF: 7.7 ELEV:. : :.%.% OFF: -. ELEV:.7.%.% OFF:. ELEV:.7 :.%.% OFF: -. ELEV:..% :.% OFF:. ELEV: : - - OFF: -7.7 ELEV:. : OFF: -. ELEV:..% F.% EG CL.7. () TW F. (7) TW F FG CL.7.% :.% OFF:. ELEV:. EG CL. FG CL. :.%.% OFF:. ELEV:. 7 7 MARCH CROSS SECTIONS 7. A.I.P. NO IMPROVEMENTS GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:..

18 : : OFF: -7. ELEV:..%.% OFF: -7. ELEV:. OFF: -. ELEV:..% OFF: -7. ELEV:. OFF: -. ELEV:. : :.% OFF: -7. ELEV:. OFF: -. ELEV:. :.% OFF: -7. ELEV:. OFF: -. ELEV:.7 EG CL FG CL. :.% OFF:. ELEV:.7 EG CL. FG CL. :.7% OFF:. ELEV:. OFF: 7. ELEV:.7.7%.% EG CL. FG CL. :.%.%.% OFF:. ELEV:. OFF: 7. ELEV:. EG CL. FG CL.7 :.%.%.% OFF:. ELEV:. OFF: 7. ELEV:. EG CL. FG CL. :.7%.%.% OFF:. ELEV:.7 OFF: 7. ELEV: : OFF: -7. ELEV:. : OFF: -7. ELEV:. : OFF: -7. ELEV:.7 : OFF: -7. ELEV: : OFF: -7. ELEV:..% OFF: -. ELEV:..% OFF: -. ELEV:..% OFF: -. ELEV:.7% OFF: -. ELEV:..% OFF: -. ELEV:. EG CL FG CL. :.%.%.% OFF:. ELEV:. OFF: 7. ELEV:. EG CL. FG CL :.%.%.% OFF:. ELEV:. OFF: 7. ELEV:. EG CL. FG CL. :.%.%.% OFF:. ELEV:. OFF: 7. ELEV:. EG CL.7 FG CL..7%.% OFF: 7. ELEV:. EG CL. FG CL.7 :.%.7%.% OFF:. ELEV:. OFF: 7. ELEV:. MARCH CROSS SECTIONS 7. A.I.P. NO IMPROVEMENTS GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:..

19 :.% OFF: -7. ELEV:. OFF: -. ELEV:..% :.% OFF: -7. ELEV:. OFF: -. ELEV:.7.7% :.% OFF: -7. ELEV:. OFF: -. ELEV:. :.% OFF: -7. ELEV:..%.% OFF: -. ELEV:.% :.% OFF: -7. ELEV:. OFF: -. ELEV:. EG CL FG CL.7 :.%.% OFF:. ELEV:..% OFF: 7. ELEV:. EG CL. FG CL. :.% OFF:. ELEV:..%.% OFF:. ELEV:. EG CL. FG CL..%.%.7% OFF:. ELEV:. EG CL. FG CL..%.% OFF:. ELEV: EG CL FG CL.%.%.% OFF:. ELEV:. OFF:. ELEV:. OFF:. ELEV:. OFF:. ELEV:. : : : : : : : OFF: -7. ELEV:. OFF: -. ELEV:. OFF: -. ELEV:. - OFF: -. ELEV:.7 EG CL.... FG CL. :.7% OFF: 7. ELEV:. EG CL. FG CL. :.7% OFF:. ELEV:. EG CL. FG CL. :.% OFF:. ELEV:. EG CL.. FG CL.7 :.7% OFF: 7. ELEV:. MARCH CROSS SECTIONS 7. A.I.P. NO IMPROVEMENTS GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:..

20 7. 7. EORW RBR RBR 7. WINDSOCK TWY A CNT BOX. CNT BOX NOEL. CNT BOX NOEL. CNT BOX NOEL.. TWY D TWY E TWY F ROFA ROFZ RSA TOFA TSA. EORW RBR 7.. FARMPORT TWY A. EORW NAIL POINT # 7 WORK AREAS COORDINATES ELEVATION ' ' ' ' ' ' ' ' ' ' 7' ' ' ' ' ' LATITUDE N '." N '." N '." N '." N '." N '.7" N '.7" N '." N '.7" N '." N '." N '." N '." N '." N '." N '." LONGITUDE W '7." W '.7" W '." W '." W '." W '." W '." W '7.7" W '." W '" W '." W '.7" W '." W '." W '.7" W '." ' RSA ' ROFZ ' ROFA 7 CONTRACTOR STAGING AREA ' ROFZ AIRPORT PERIMETER FENCE ' RSAROFA ' 7' CONTRACTOR ACCESS ROUTE VIA PERIMETER ROAD, ESCORT REQUIRED GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. TWY C LOW PROFILE BARRIERS PHASE I RUNWAY RUNWAY 7 ' TOFA TWY G TWY A 7' TSA LOW PROFILE BARRIERS PHASE I ' ROFA ' ROFZ ' RSA LOW PROFILE BARRIERS PHASE I ' ROFZ ' RSAROFA A.I.P. NO IMPROVEMENTS TWY B NAVAJO ST. LEGEND MARCH PHASE I PHASE I WORK AREA (RUNWAY AND RUNWAY 7 OPEN)) CONTRACTOR STAGING AREA ROFA ROFZ RSA - - LOW PROFILE BARRIER CONTRACTOR HAUL ROUTE DETAIL # SHEET # ROFA= RUNWAY OBJECT FREE AREA ROFZ = RUNWAY OBSTACLE FREE ZONE RSA = RUNWAY SAFETY AREA TOFA = TAXIWAY OBJECT FREE AREA TSA = TAXIWAY SAFETY AREA LATITUDE AND LONGITUDES (LATLONG) DELINEATION OF THE CONSTRUCTION AREA AND CONTRACTOR STAGING AREA LIMITS CONSTRUCTION SAFETY & PHASING PLAN PHASE I of

21 7. 7. EORW RBR RBR 7. WINDSOCK TWY A... CNT BOX. CNT BOX NOEL. CNT BOX NOEL. CNT BOX NOEL.. TWY D.7 REST LATLONG TWY E TWY F ROFA ROFZ RSA TOFA TSA. EORW RBR 7.. FARMPORT TWY A. EORW NAIL POINT # 7 WORK AREAS COORDINATES ELEVATION ' ' ' ' ' ' ' ' ' ' 7' ' ' ' ' ' LATITUDE N '." N '." N '." N '." N '." N '.7" N '.7" N '." N '.7" N '." N '." N '." N '." N '." N '." N '." LONGITUDE W '7." W '.7" W '." W '." W '." W '." W '." W '7.7" W '." W '" W '." W '.7" W '." W '." W '.7" W '." ' RSA ' ROFZ ' ROFA 7 CLOSURE CROSS CONTRACTOR STAGING AREA ' ROFZ AIRPORT PERIMETER FENCE ' RSAROFA ' 7' CONTRACTOR ACCESS ROUTE VIA PERIMETER ROAD, ESCORT REQUIRED GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. TWY G TWY C LOW PROFILE BARRIERS PHASE II RUNWAY RUNWAY 7 ' TOFA TWY A 7' TSA LOW PROFILE BARRIERS PHASE II ' ROFA ' ROFZ ' RSA ' ROFZ ' RSAROFA A.I.P. NO IMPROVEMENTS CLOSURE CROSS TWY B LOW PROFILE BARRIERS PHASE II NAVAJO ST. LEGEND MARCH PHASE II PHASE II WORK AREA (RUNWAY CLOSED, RUNWAY 7 OPEN) CONTRACTOR STAGING AREA ROFA ROFZ RSA - - LOW PROFILE BARRIER CONTRACTOR HAUL ROUTE DETAIL # SHEET # ROFA= RUNWAY OBJECT FREE AREA ROFZ = RUNWAY OBSTACLE FREE ZONE RSA = RUNWAY SAFETY AREA TOFA = TAXIWAY OBJECT FREE AREA TSA = TAXIWAY SAFETY AREA LATITUDE AND LONGITUDES (LATLONG) DELINEATION OF THE CONSTRUCTION AREA AND CONTRACTOR STAGING AREA LIMITS CONSTRUCTION SAFETY & PHASING PLAN PHASE II of

22 7. 7. EORW RBR RBR 7. WINDSOCK TWY A CNT BOX. CNT BOX NOEL. CNT BOX NOEL. CNT BOX NOEL.. TWY D.7 REST LATLONG TWY E TWY F ROFA ROFZ RSA TOFA TSA. EORW RBR 7.. FARMPORT TWY A. EORW NAIL POINT # 7 WORK AREAS COORDINATES ELEVATION ' ' ' ' ' ' ' ' ' ' 7' ' ' ' ' ' LATITUDE N '." N '." N '." N '." N '." N '.7" N '.7" N '." N '.7" N '." N '." N '." N '." N '." N '." N '." LONGITUDE W '7." W '.7" W '." W '." W '." W '." W '." W '7.7" W '." W '" W '." W '.7" W '." W '." W '.7" W '." ' RSA ' ROFZ ' ROFA 7 CONTRACTOR STAGING AREA ' ROFZ AIRPORT PERIMETER FENCE ' RSAROFA ' 7' CONTRACTOR ACCESS ROUTE VIA PERIMETER ROAD, ESCORT REQUIRED GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. CLOSURE CROSS LOW PROFILE BARRIERS PHASE III TWY C LOW PROFILE BARRIERS PHASE III RUNWAY RUNWAY 7 TWY G TWY A ' TOFA 7' TSA LOW PROFILE BARRIERS PHASE III ' ROFA ' ROFZ ' RSA LOW PROFILE BARRIERS PHASE III ' ROFZ CLOSURE CROSS ' RSAROFA A.I.P. NO IMPROVEMENTS TWY B NAVAJO ST. LEGEND MARCH PHASE III PHASE III WORK AREA (RUNWAY OPEN, RUNWAY 7 CLOSED) CONTRACTOR STAGING AREA ROFA ROFZ RSA - - LOW PROFILE BARRIER CONTRACTOR HAUL ROUTE DETAIL # SHEET # ROFA= RUNWAY OBJECT FREE AREA ROFZ = RUNWAY OBSTACLE FREE ZONE RSA = RUNWAY SAFETY AREA TOFA = TAXIWAY OBJECT FREE AREA TSA = TAXIWAY SAFETY AREA LATITUDE AND LONGITUDES (LATLONG) DELINEATION OF THE CONSTRUCTION AREA AND CONTRACTOR STAGING AREA LIMITS CONSTRUCTION SAFETY & PHASING PLAN PHASE III of

23 OBJECT FREE AREA TAXIWAY ' VARIES VARIES ' ALL CONSTRUCTION EQUIPMENT, STOCKPILES, AND TRAFFIC MUST REMAIN CLEAR OF ANY OPEN TAXIWAY OBJECT FREE AREA. TAXIWAY SAFETY AREA ' TOFA 7' TSA TAXIWAY SAFETY AREA OBJECT FREE AREA SAFETY AREAS, F AND G ' BATTEN TO KEEP FLAG EXTENDED REFLECTIIIE ORANGE (BOTH SIDES) ' " MIN. X " MIN. FLAGS - ALTERNATING ORANGE AND WHITE, ONE FLAG PER BARRIER. SUPPORTS SHALL BE VERTICAL AND FRANGIBLE. " MAX REFLECTIIIE WHITE (BOTH SIDES) LOW PROFILE SAFETY BARRIER FLASHING RED CAUTION LIGHTS " GRAND JUNCTION, CO: 7.. PHOENIX, AZ:..77 DENVER, CO:.7.77 ALBUQUERQUE, NM:.. NOTES:. BARRIER SHALL BE SHERWIN INDUSTRIES, " x " LOW PROFILE AIRPORT BARRIER, AS SHOWN, OR APPROVED EQUAL.. THE ENTIRE AREA OF ORANGE AND WHITE STRIPES SHALL BE REFLECTORIZED WITH SMOOTH SURFACE TYPE REFLECTIIIE SHEETING.. LIGHTS MUST BE MOUNTED ON BARRIERS AND SPACED AT NO MORE THAN FT.. THE BARRIERS SHALL BE WEIGHTED AGAINST PROPWASH AND CAPABLE OF WITHSTANDING UP TO M.P.H. WIND FORCES. CROSS TO BE AVIATION YELLOW NOTE: ' ' RUNWAY CLOSURE CROSS CONTRACTOR SHALL COORDINATE AND USE THE AIRPORT'S CLOSURE CROSSES. THE CONTRACTOR SHALL PLACE ONE MARKER OVER THE RUNWAY DEATION NUMBERS EACH END FOR THE ENTIRE TIME THAT THE RUNWAY IS CLOSED. THE CONTRACTOR SHALL ENSURE THAT THE CROSSED ARE SECURELY ANCHORED SO THEY WILL NOT MOVE DURING HEAVY WIND. THE CONTRACTOR SHALL PROVIDE ALL FUEL, OIL, LAMPS, AND ANY OTHER MAINTENANCE REQUIRED DURING THE PROJECT. ANY DAMAGE RESULTING FROM THE CONTRACTORS NEGLIGENCE SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT NO COST TO THE AIRPORT. THE CROSSES SHALL BE TRANSPORTED ON APPROVED AIRPORT SURFACES ONLY. THE CROSSED SHALL BE STORED AT THE LOCATION DEATED BY THE AIRPORT. CONTRACTOR WILL BE RESPONSIBLE FOR MOVING THE PORTABLE TRAILER MOUNTED EQUIPMENT. ALL COST FOR USE, TRANSPORTATION, OPERATION, AND MAINTENANCE OF THE CLOSURE CROSSES SHALL BE INCIDENTAL TO THE PROJECT. ' RUNWAY OBJECT FREE AREA OBSTACLE FREE ZONE RUNWAY SAFETY AREA. FLASHING RED CAUTION LIGHTS SHALL BE BATTERY OPERATED AND SHALL MAINTAIN SUCH INTENSITY SO AS TO BE READILY IDENTIFIED FROM DISTANCES OF AT LEAST FEET DURING DARKNESS.. THE CONTRACTOR SHALL CHECK ALL BARRIERS AND LIGHTS EACH DAY BEFORE LEAVING THE AIRPORT TO ENSURE LIGHTS ARE WORKING PROPERLY AND MAY NOT LEAVE WITHOUT ALL BARRIERS AND LIGHTS BEING IN PROPER WORKING ORDER. RUNWAYS ' ROFA ' ROFZ ' RSA 7' 7' RUNWAY SAFETY AREA OBSTACLE FREE ZONE ALL STATIONARY CONSTRUCTION EQUIPMENT AND STOCKPILES MUST REMAIN CLEAR OF ANY OPEN RUNWAY OBJECT FREE AREA. ALL CONSTRUCTION EQUIPMENT AND TRAFFIC MUST REMAIN CLEAR OF ANY OPEN RUNWAY OBSTACLE FREE ZONE. OBJECT FREE AREA SAFETY AREAS RUNWAY OBJECT FREE AREA OBSTACLE FREE ZONE RUNWAY SAFETY AREA RUNWAYS ' ROFA ' ROFZ ' RSA ' ' RUNWAY SAFETY AREA OBSTACLE FREE ZONE ALL STATIONARY CONSTRUCTION EQUIPMENT AND STOCKPILES MUST REMAIN CLEAR OF ANY OPEN RUNWAY OBJECT FREE AREA. ALL CONSTRUCTION EQUIPMENT AND TRAFFIC MUST REMAIN CLEAR OF ANY OPEN RUNWAY OBSTACLE FREE ZONE. OBJECT FREE AREA SAFETY AREAS RUNWAY 7 A.I.P. NO IMPROVEMENTS MARCH CONSTRUCTION SAFETY & PHASING PLAN DETAILS of