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05 2003 Plan Sheet Reflecting Original Papi Construction

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05 2003 Plan Sheet Reflecting Original Papi Construction BID DRAWINGS FOR YELLOWSTONE AIRPORT RUNWAY 1 - 4 BOX PAPI REPLACEMENT AIP 3-30-0082-022-2021 WEST YELLOWSTONE, MONTANA 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 ILS CRITICAL AREA GLIDE SLOPE BUILDING AWOS A - 2" CONDUIT RUN TO POWER SOURCE EXISTING 4-BOX PAPI, INSTALLATION OF NEW PAPI BOXES SHALL BE AT STA. 153+75.94 AT THE FRONT FACE OF THE EXISTING PAPI (THRESHOLD SIDE) 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 EXISTING RUNWAY 1 - 4-BOX PAPI (LOOKING WEST TO PCU) 100 50 0 100 200 SCALE IN FEET 6650 6650 LH1 #4 LH1 #3 LH1 #2 LH1 #1 LAMP HOUSING 30.00 30.00 30.00 127' ASSEMBLY (TYP) CENTERLINE RUNWAY ℄ LAMP ELEV=6648.06 CENTERLINE RW 1 ELEV=6647.83 TOP OF CONC. BASE ELEV. = 6645.57 6645 6645 TOP OF CONC. BASE TOP OF CONC. BASE ELEV. = 6645.64 ELEV. = 6645.61 TOP OF CONC. BASE ELEV. = 6645.57 TABLE A RUNWAY 1 PAPI STA. 153+75.94 RUNWAY CENTERLINE ELEVATION 6647.83 TOP OF EXISTING FOUNDATION - UNIT 1 (SEE NOTE 2) 6645.64 TOP OF EXISTING FOUNDATION - UNIT 2 (SEE NOTE 2) 6645.57 6640 6640 TOP OF EXISTING FOUNDATION - UNIT 3 (SEE NOTE 2) 6645.61 TOP OF EXISTING FOUNDATION - UNIT 4 (SEE NOTE 2) 6645.57 AIMING ANGLE UNIT 1 3°30' EG-6645.41 EG-6645.27 EG-6645.60 EG-6646.67 EG-6647.56 EG-6647.83 UNIT 2 3°10' 10+00 11+00 12+00 12+17 UNIT 3 2°50' UNIT 4 2°30' A SECTION A - SCALE: 1" = 30' EXISTING PAPI PCU AND ELECTRICAL PANEL BID DRAWING SET MARCH 2021 REVISIONS VERIFY SCALE! DRAWN BY: DS YELLOWSTONE AIRPORT PROJECT NUMBER NO.
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