BID DRAWINGS FOR YELLOWSTONE 1 - 4 BOX PAPI REPLACEMENT AIP 3-30-0082-022-2021

WEST YELLOWSTONE, MARCH 2021

PREPARED BY: PROJECT LOCATION

PLENTYWOOD CUT BANK BROWNING Morrison LIBBY SHELBY HAVRE MALTA KALISPELL GLASGOW WOLF CONRAD POINT Maierle engineers surveyors planners scientists SIDNEY POLSON

2880 Technology Boulevard West, Bozeman, MT 59718 GREAT 406.587.0721 www.m-m.net FALLS GLENDIVE LEWISTOWN MISSOULA LINCOLN Sheet List Table WHITE SULPHUR Sheet Number DRAWING NUMBER Sheet Title HELENA DEER SPRINGS MILES 01 G-1 COVER WEST LODGE HARLOWTON ROUNDUP CITY HAMILTON 02 CSPP-1 CONSTRUCTION SAFETY PHASING PLAN (CSPP) YELLOWSTONE FORSYTH AND GENERAL NOTES ANACONDA 03 E-1 RUNWAY 1 PAPI LAYOUT AND EXISTING CONDITIONS 04 E-2 PAPI LAYOUT AND EXISTING CONDITIONS (CONT.) BILLINGS HARDIN BOZEMAN 05 E9 2003 PLAN SHEET REFLECTING ORIGINAL PAPI LIVINGSTON CONSTRUCTION

DILLON

PROJECT LOCATION LOCATION MAP VICINITY MAP NOT TO SCALE BID DRAWING SET NOT TO SCALE MARCH 2021 03/12/2021 Morrison Maierle engineers surveyors planners scientists QUALITY ASSURANCE \S\ APPROVED BY: APPROVED BY: TRAVIS J. EICKMAN, PE TIM CONWAY, ADMINISTRATOR TRAVIS J. EICKMAN 03/12/2021 PROJECT MANAGER MONTANA AERONAUTICS DIVISION PROJECT MANAGER Q.A. APPROVAL DATE JAMES A. ULLMAN 0726.030-088-000313 © T his d o c um en t w a s pr e p ar ed b y OFFICE QUALITY ASSURANCE COORDINATOR Q.A. PROJECT NUMBER Morrison-Maierle, Inc. and may contain PROJECT DESCRIPTION confidential or privileged inf ormation. ANDY GALEN Morrison-Maierle, Inc. retains all common VERIFY COLOR! SCHEDULE I: PEER REVIEWER law, statutory, and reserved rights including THIS SHEET IS INTENDED TO BE IN COLOR. RED, GREEN · REPLACEMENT OF 4-BOX PAPI WITH NEW LED 4-BOX PAPI AND the copyright thereto. Unauthorized use of AND BLUE WILL BE VISIBLE IF ASSOCIATED EQUIPMENT. this document or changes are strictly REPRODUCED CORRECTLY. SET NO. p r o h i b i t e d a n d m a y b e u n l a w f u l . MORRISON-MAIERLE PROJECT NO. 0726.030

N:\0726\030 - 2021 PAPI REPLACEMENT\ACAD\SHEETS\0726-130_COVER.DWG PLOTTED BY:DEAN SQUIRES ON Mar/11/2021 ILS CRITICAL AREA. SEE GENERAL NOTE 4.

GLIDE SLOPE BUILDING

AWOS

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA EXISTING STOP SIGN DELINEATES RSA LIMIT RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA OFZ OFZ EXISTINGOFZ RW 1 - 4-BOX PAPI OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ 800' 500' 400' TSS RUNWAY 1-19

TAXIWAY A3

TAXIWAY A1 TAXIWAY A2 OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ OFZ TAXIWAY A4

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

131' ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TAXIWAY A

COMMERCIAL AIRCRAFT APRON PARKING - OFF LIMITS WHILE AIRCRAFT PRESENT V V

S

OP

OP OP CONTRACTOR STAGING AREA CONSTRUCTION PHASING NOTES -

GENERAL NOTES:

OP 1. THE CONTRACTOR SHALL ANTICIPATE THAT A PRECONSTRUCTION CONFERENCE WILL TAKE PLACE V OP

OP OP

1. CONTRACTOR TO BE ESCORTED BY ENGINEEROP OR AIRPORT PERSONNEL AT ALL TIMES WHILE ON THE IN ADVANCE VIA PHONE PRIOR TO ARRIVING ON SITE. A SECONDARY ONSITE MEETING WILL BE

OP

OP

AIRSIDE, UNLESS IN DESIGNATED STAGING AREA OR WORK AREA. OP

OP REQUIRED TO PROVIDE GENERAL ORIENTATION, REVIEW AIRPORT SAFETY AND OPERATIONS WITH

OP

OP

OP

CONTRACTOROP STAFF, AND TO FACILITATE CONTRACTOR COMPLETION OF THE AIRPORT REQUIRED OP OP

OP

2. 1-406-646-7631 JEFF KADLEC, AIRPORT MANAGER, YELLOWSTONE AIRPORT FOR LOCATION OF U/G FAA OP

DRIVING COURSE. THE CONTRACTOR SHALL PLAN FOR APPROXIMATELYOP 2 HOURS TO COMPLETE

OP

AND AIRPORT CABLE, AND ISSUANCE OF NOTAMS. CONTRACTOR TO COORDINATE ANY NOTAMS OP

OP THE AIRPORT DRIVING COURSE IN ADVANCE OF PROCEEDING WITH CONSTRUCTION. OP THROUGH ENGINEER TO AIRPORT A MINIMUM OF 72 HOURS IN ADVANCE OF ANY WORK. 2. THE CONSTRUCTION PORTION OF THE PROJECT SHALL BE COMPLETED IN ONE PHASE,

3. AIRCRAFT HAVE THE RIGHT-OF-WAY. ALL PERSONNEL TO STOP OR RELOCATE TO ALLOW PASSAGE OF UNDERSTANDING THAT THE FAA FLIGHT CHECK WILL BE AT AN UNDISCLOSED TIME IN THE FUTURE. OP OP AIRCRAFT AS NECESSARY. CONTRACTOR WILL BE REQUIRED TO BE PRESENT DURING THE FAA FLIGHT CHECK TO ADJUST PAPI ANGLES AS DEEMED APPROPRIATE. ENGINEER WILL PROVIDE AS MUCH ADVANCE NOTICE AS 300 150 0 300 600

4. LOCALIZER AND ILS CRITICAL AREAS EXTEND TO THE EXISTING RUNWAY ASPHALT. TRAVEL MAY POSSIBLE, BUT BE PREPARED FOR THAT NOTICE TO POTENTIALLY BE 48-72 HOURS IN ADVANCE OF OCCUR THROUGH THESE AREAS ONLY AFTER ASSURING THAT THERE IS NO AIR TRAFFIC IN THE AREA. OP THE FLIGHT CHECK. SCALE IN FEET WORK MAY OCCUR IN THESE AREAS AS LONG AS VEHICLES AND LARGE EQUIPMENT ARE STAGED

OUTSIDE OF THE CRITICAL AREAS. 3. WORK SHALL BE COORDINATED TO FACILITATE THE AIRPORT BEING OPEN TO RECEIVE AIR OP

TRAFFIC AT ALL TIMES. VEHICLES MAY BE PARKED WITHIN THE RUNWAY SAFETY AREA (RSA) OP 5. REFERENCE THE CONSTRUCTION SAFETY AND PHASING PLAN ELEMENTS WITHIN THE SPECIAL UNDER ESCORT OF THE ENGINEER (RPR) FOR A SHORT TIME TO OFFLOAD SUPPLIES AND THEN

PROVISIONS FURTHER GUIDANCE, AS APPLICABLE. ARE TO BE PARKED OUTSIDE OF THE RSA (LIMITS ESTABLISHED BY EXISTING STOP SIGN ON OP ACCESS ROAD FROM RUNWAY TO AWOS AND GLIDE SLOPE BUILDING) UNTIL NEEDED. CONTRACTOR 6. CONTRACTOR TO MAINTAIN EQUIPMENT OUTSIDE OF RUNWAY AND TAXIWAY SAFETY AREAS AT ALL ACCESS/HAUL ROUTE TIMES UNLESS OTHERWISE APPROVED BY THE ENGINEER OR AIRPORT PERSONNEL. THE SAFETY 4. ENGINEER (RPR) STAFF WILL BE PRESENT AND PROVIDE ESCORT AT ALL TIMES WHEN THE AREA FOR THE RUNWAY IS 500 FEET CENTERED ON RUNWAY CENTERLINE. THE SAFETY AREA FOR CONTRACTOR IS ON THE AIRFIELD. THE TAXIWAY IS 79 FEET CENTERED ON TAXIWAY CENTERLINE. 5. THE ELECTRICAL PANEL THAT FEEDS THE PAPI ALSO FEEDS THE AIRPORT AUTOMATED WEATHER OBSERVATION SYSTEM (AWOS). CONTRACTOR TO PHASE OPERATIONS TO MAINTAIN THE EXISTING 7. CONTRACTOR IS RESPONSIBLE TO ENSURE PAVEMENTS REMAIN CLEAN AND FREE OF FOREIGN AWOS OPERATIONAL TO THE GREATEST EXTENT POSSIBLE. THE AWOS MUST BE OPERATIONAL OBJECT DEBRIS (FOD) FROM THEIR CONSTRUCTION OPERATIONS AT ALL TIMES. ANY MUD, GRAVEL, DURING COMMERCIAL FLIGHT OPERATIONS (ANTICIPATE 3 HOURS IN ADVANCE OF SCHEDULED OR OTHER FOREIGN MATERIAL TRACKED ONTO ANY AIRPORT PAVEMENTS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AND ENGINEER. FLIGHT ARRIVAL). IT IS ANTICIPATED THAT THE OPTIMAL TIMING FOR DISCONNECT AND CONNECTION IS IMMEDIATELY FOLLOWING THE FINAL DAILY FLIGHT (LATER AFTERNOON BASED ON TH 8. CONSTRUCTION MAY OCCUR DURING NIGHT TIME HOURS. SCHEDULE TO BE COORDINATED W/ PRIOR YEAR SCHEDULES). SEASONAL COMMERCIAL FLIGHTS BEGIN ON MAY 6 , 2021 AND WILL TH AIRPORT ROAD ENGINEER. END APPROXIMATELY OCTOBER 15 , 2021. THE SPECIFIC FLIGHT SCHEDULE(S) OF COMMERCIAL AIRCRAFT SHALL BE REVIEWED DURING THE PRE-CONSTRUCTION CONFERENCE. CONTRACTOR SHALL PREPARE ACCORDINGLY AS THE FLIGHT SCHEDULE MAY CHANGE DURING THE SEASON. THE FLIGHT SCHEDULE SHALL BE REVIEWED AT THE TIME OF PAPI DISCONNECT AND RECONNECTION WITH THE ENGINEER AND AIRPORT TO ENSURE MINIMAL IMPACTS TO THE AWOS.

LEGEND

US HIGHWAY 191 V EXISTING VEHICLE ACCESS GATE EXISTING ASPHALT PAVEMENTS

O EXISTING AIRPORT ANIMAL CONTROL FENCE

RSA RUNWAY SAFETY AREA (250' FROM RUNWAY CENTERLINE) CONTRACTOR STAGING AREA

OFZ RUNWAY OBSTACLE FREE ZONE

OFA TAXIWAY / RUNWAY OBJECT FREE AREA BID DRAWING SET MARCH 2021 REVISIONS VERIFY SCALE! DRAWN BY: DS YELLOWSTONE AIRPORT PROJECT NUMBER NO. DESCRIPTION BY DATE 0726.030 DSGN. BY: TJE THESE PRINTS MAY BE REDUCED. 2880 Technology Blvd West RUNWAY 1 - 4 BOX PAPI REPLACEMENT LINE BELOW MEASURES ONE INCH SHEET NUMBER Bozeman, MT 59718 ON ORIGINAL DRAWING. Morrison APPR. BY: TJE AIP 3-30-0082-022-2021 02 WEST YELLOWSTONE MONTANA 406.587.0721 DATE: 03/12/2021 DRAWING NUMBER 03/12/2021 www.m-m.net CONSTRUCTION SAFETY PHASING PLAN (CSPP) MODIFY SCALE ACCORDINGLY! Maierle Q.C. REVIEW engineers surveyors planners scientists BY: AJG AND GENERAL NOTES CSPP-1 N:\0726\030 - 2021 PAPI REPLACEMENT\ACAD\SHEETS\0726-130_CSPP.DWG PLOTTED BY:DEAN SQUIRES ON Mar/11/2021 COPYRIGHT © MORRISON-MAIERLE, INC., 2021 DATE: 03/2021 N:\0726\030 -2021 PAPIREPLACEMENT\ACAD\SHEETS\0726-130_PAPI LAYOUT.DWG LINE BELOWMEASURESONE INCH THESE PRINTSMAYBEREDUCED. MODIFYSCALEACCORDINGLY! ON ORIGINALDRAWING. VERIFY SCALE! NO.

DESCRIPTION

EXISTING RUNWAY1-4-BOXPAPI(LOOKINGWESTTOPCU) EXISTING PAPIPCUAND ELECTRICALPANEL PLOTTEDBY: DEAN SQUIRES REVISIONS ON Mar/11/2021 BY

DATE

e n g i n e e r s

s u Maierle Morrison r v e y o r s

p l a n n e r s

s c i e n t i s t s

144+00 COPYRIGHT Bozeman, MT59718 2880 TechnologyBlvdWest www.m-m.net 406.587.0721 TOP OFCONC.BASE ELEV. =6645.57 ASSEMBLY (TYP) © LAMP HOUSING MORRISON-MAIERLE, INC., 145+00 TOP OFCONC.BASE 6640 6645 6650 ELEV. =6645.61 10+00 EG-6645.27 146+00 2021 LH1 #4 TOP OFCONC.BASE ELEV. =6645.57 30.00

03/12/2021 147+00 LH1 #3

EG-6645.41 30.00 A - 148+00 LH1 #2 DRAWN BY: DATE: DSGN. BY: APPR. BY: BY: Q.C. REVIEW DATE: 30.00 SECTION A SCALE: 1"=30' 03/2021 149+00 03/12/2021 AJG LH1 #1 TJE TJE 11+00 DS EG-6645.60 EXISTING 4-BOXPAPI,INSTALLATIONOF 153+75.94 ATTHEFRONTFACEOF ℄ LAMPELEV=6648.06 WEST YELLOWSTONE NEW PAPIBOXESSHALLBEATSTA.

150+00 EXISTING PAPI(THRESHOLDSIDE) ELEV. =6645.64 TOP OFCONC.BASE

EG-6646.67 151+00 127'

RUNWAY 1PAPILAYOUT ANDEXISTING CONDITIONS 152+00 12+00 RUNWAY 1-4BOX PAPIREPLACEMENT EG-6647.56

153+00 12+17 EG-6647.83 YELLOWSTONE AIRPORT

CENTERLINE RW1 6640 6645 6650 - AIP 3-30-0082-022-2021

ELEV=6647.83 A

154+00 RUNWAY CENTERLINE ILS CRITICALAREA GLIDE SLOPEBUILDING RUNWAY CENTERLINEELEVATION TOP OFEXISTINGFOUNDATION-UNIT4(SEENOTE2) TOP OFEXISTINGFOUNDATION-UNIT3(SEENOTE2) TOP OFEXISTINGFOUNDATION-UNIT2(SEENOTE2) TOP OFEXISTINGFOUNDATION-UNIT1(SEENOTE2) 155+00 AWOS POWER SOURCE 2" CONDUITRUNTO

156+00 UNIT 4 UNIT 3 UNIT 2 UNIT 1 157+00 TABLE A

158+00 100 BID DRAWINGSET MONTANA 50

159+00 0 SCALE INFEET RUNWAY 1PAPI STA. 153+75.94 AIMING ANGLE DRAWING NUMBER PROJECT NUMBER 6645.57 6645.57 6645.64 6647.83 SHEET NUMBER 6645.61 2°30' 2°50' 3°10' 3°30' 100 MARCH 2021 E-1 0726.030 03 200 GENERAL PAPI DEMOLITION AND CONSTRUCTION NOTES: HASP FOR REMOVABLE TOP PAPI LIGHT UNIT 1. PAPI CONTROL PANEL LOCATED ~275' WEST OF THE LIGHT HOUSING UNIT CLOSEST TO THE COVER RUNWAY. PAPI CONTROL POWER, 240VAC, FROM A 50A, 2-POLE CIRCUIT BREAKER LOCATED IN THE PANEL BOARD ON THE BACKSIDE OF THE CONTROL PANEL EQUIPMENT RACK. REMOVE EXISTING CONTROL CABINET WIRING / COMPONENTS AND INSTALL NEW HOA SWITCH AND CONTACTOR. REUSE EXISTING ENCLOSURE AND CONDUIT TO THE (4) PAPI BOXES. REFEED INCOMING POWER AS NEEDED.

2. ALL PAPI COMPONENTS ARE TO BE REPLACED, ASIDE FROM FOUNDATIONS, CONDUIT, L-867D BASE CANS, UNI-STRUT EQUIPMENT SUPPORT AND ELECTRICAL PANEL, UNLESS OTHERWISE SIDE VIEW NOTED.

3. NEW PAPI SHALL BE L-880 LED PAPI, STYLE A, CLASS 1 WITH HEATED LENSE AND TILT SWITCH, FAA ORANGE. NEW 1-INCH FLEXIBLE LIQUID LIGHT OUTPUT TIGHT CONDUIT AND WIRING 4. SUPPORT LEGS SHALL BE ANCHORED IN 36" DIAMETER FOOTING.

5. ANCHOR BOLTS FOR PAPI LEGS SHALL BE CUT FLUSH WITH EXISTING FOUNDATIONS. DRILL NEW LED LIGHT UNIT AND ANCHOR IN NEW CONFIGURATION WITHIN 3' DIAMETER FOUNDATION.

6. THE ORIGINAL PAPI PLAN SHEET IS ATTACHED (E-9) FOR REFERENCE OF THE EXISTING CONDITIONS ONLY. NEW 2-INCH ELECTRICAL 7. CONTRACTOR TO TAKE CARE WITH DOCUMENTING THE EXISTING LOCATION (HORIZONTALLY, METAL TUBING (EMT) AND VERTICALLY) OF THE PAPI'S PRIOR TO DEMOLITION. THE ENGINEER HAS SURVEYED THIS INFORMATION AND INTENDS TO HAVE STAFF AND EQUIPMENT PRESENT TO PROVIDE SURVEY TO VERIFY THE NEW PAPIS ARE INSTALLED TO THE HORIZONTAL AND VERTICAL LOCATIONS TO MATCH THE EXISTING, BUT IT IS THE CONTRACTOR'S RESPONSIBILITY TO NEW BREAKABLE COUPLING DOCUMENT THE EXISTING LOCATION SO AS TO EXPEDITE REPLACEMENT IN THE SAME NEW BREAKABLE LOCATION BASED ON THEIR MEANS AND METHODS. COUPLING

8. CONTRACTOR TO SALVAGE EXISTING PAPIS, CONDUCTOR, CONTROLS, AND OTHER NEW FLOOR FLANGE ELECTRICAL COMPONENTS TO THE OWNER. ENGINEER TO COORDINATE LOCATION TO #6 AWG BARE COPPER NEW BASEPLATE SALVAGE MATERIALS ON THE AIRPORT. EXISTING PAPI FOUNDATION CONDUCTOR (TYP.) WITH BOLTS AND CONNECT TO COVER RUBBER SEAL 9. GROUND ALL POWER ASSEMBLIES AND PAPI BOXES. AND LUG 10. PROVIDE FRANGIBLE MOUNTS FOR SUPPORTING LEGS AND INPUT POWER LEG.

11. USE L-823 CONNECTIONS IN PULL OR JUNCTION BOXES ON ALL CABLES EXTENDING ABOVE GRADE.. PLUG & WIRE AS REQUIRED INSTALL NEW CONCRETE FOUNDATION 12. L-867D SPLICE CAN MISC. NOTES: GROUNDING LUG 12.1. ALLOW 3' OF CONDUCTOR SLACK IN THE SPLICE CAN FROM EACH CABLE RUN. CABLE LENGTH TO EXTEND 2' ABOVE TOP OF BASE. #6 AWG BARE COPPER 12.2. PROVIDE NEW CAN BASE PLATES WITH NEW BOLTS AND RUBBER SEAL. CONDUCTOR (TYP.) CONNECT 12.3. COAT BOLTS WITH JET LUBE, OR EQUAL, DURING INSTALLATION. SS-30 MIL-A-907D TO COVER AND LUG 1 THREAD LUBE COMPOUND JET LUBE INC. HOUSTON, TX. 77028. L-880, STYLE A, CLASS 1 (4-BOX) PAPI FOOTING PLAN NOT TO SCALE 12.4. SPICE CAN GROUND MUST BE A #6 AWG BARE COPPER WIRE JUMPER BONDED TO A INSTALL NEW 5/8" x 8' COPPERWELD 5 - GROUND LUG INSTALLED ON THE SPLICE CAN AND TO A 8" X 8' MINIMUM GROUND ROD GROUND ROD IN ALL PAPI L-867D L-867D BASE INSTALLED INSIDE THE BASE. RESISTANCE FROM THE GROUND ROD TO THE EARTH BASE CANS MUST BE 25 OHMS OR LESS VIA MEASUREMENT WITH A GROUND TESTER. IF GROUND 24" DEEP RESISTIVITY EXCEEDS 25 OHMS THEN NEED FOR ADDITIONAL GROUNDING SHALL BE REVIEWED WITH ENGINEER.4. 12.5. EXISTING L-867 CAN TO BE CLEANED OF ALL DIRT DEBRIS, ETC. PRIOR TO INSTALLATION OF NEW WIRE. CONTRACTOR SHALL BE PREPARED WITH A WET/DRY SHOP VACUUM CONTRACTOR TO DRILL OUT SHOULD THE CAN BE RETAINING WATER. EXISTING WEEP HOLE OR DRILL NEW. 12.6. DRILL CAN FOR WEEP HOLE IF NONE IS PRESENT, OR FUNCTIONAL. 12.7. SOME BOLTS MAY BREAK DURING REMOVAL. IF BOLTS BREAK CONTRACTOR SHALL REMOVE AND RE-TAP THREADS. 10' MINIMUM 24" TYP. 1'-0" (TYP.)

24" 6" OUTSIDE DIAMETER EXISTING ELECTRICAL PANEL (ALSO (TYP.) 4 HOLES POWERS WIND SOCK AND AWOS) 0.625" DIAMETER EQUALLY SPACED ON A 4.75" BOLT CIRCLE 1'-0" PLAN VIEW (TYP.) C

LIGHT OUTPUT A

24"

FLOOR FLANGE 12" MIN. LAMP HOUSING ASSEMBLY (LHA) (VARIES ACCORDING TO MANUFACURER) NEW 16" BASEPLATE WITH 2" HUB MOUNTED ON L-867D LIGHT BASE WITH NEW BOLTS AND 16" B RUBBER SEAL 36" MIN. DIA. CONCRETE FOOTING 24" TYP. 2" RIGID STEEL CONDUIT (TYP.)

2 L-880 (4-BOX) PAPI EXISTING FOUNDATION PLAN VIEW - NOT TO SCALE EXISTING POWER CONTROL UNIT BID DRAWING SET MARCH 2021 REVISIONS VERIFY SCALE! DRAWN BY: DS YELLOWSTONE AIRPORT PROJECT NUMBER NO. DESCRIPTION BY DATE 0726.030 DSGN. BY: TJE THESE PRINTS MAY BE REDUCED. 2880 Technology Blvd West RUNWAY 1 - 4 BOX PAPI REPLACEMENT LINE BELOW MEASURES ONE INCH SHEET NUMBER Bozeman, MT 59718 ON ORIGINAL DRAWING. Morrison APPR. BY: TJE AIP 3-30-0082-022-2021 04 WEST YELLOWSTONE MONTANA 406.587.0721 DATE: 03/12/2021 DRAWING NUMBER 03/12/2021 www.m-m.net MODIFY SCALE ACCORDINGLY! Maierle Q.C. REVIEW PAPI LAYOUT AND EXISTING CONDITIONS (CONT.) engineers surveyors planners scientists BY: AJG E-2 N:\0726\030 - 2021 PAPI REPLACEMENT\ACAD\SHEETS\0726-130_PAPI LAYOUT.DWG PLOTTED BY:DEAN SQUIRES ON Mar/11/2021 COPYRIGHT © MORRISON-MAIERLE, INC., 2021 DATE: 03/2021 ORIGINAL PAPI PLAN SHEET - FOR REFERENCE ONLY