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HomeMy WebLinkAboutALO Fence Relocation - Plans - Bid Set FY 2026 AIRPORT FENCE RELOCATION WATERLOO REGIONAL AIRPORT WATERLOO, IOWA CITY OF WATERLOO, IOWA OWNER/SPONSOR CONTRACT #1133 SHEET INDEX G-001 TITLE SHEET o G-002 QUANTITIES&GENERAL NOTES G-100 CONSTRUCTION SAFETY AND OPERATIONS PLAN --- - G-101 PHASING PLAN-PHASE 1 III L u G-102 PHASING PLAN-PHASE 2 G-103 SAFETY AND PHASING DETAILS CD700 DEMOLITION PLAN CD101 DEMOLITION PLAN CP100 FENCE PLAN I m o CP500 FENCE DETAILS II• 1I II DUNKERTON ROAD I N f !w \ a I I C w z a 8 I � o 9' .Q � w LOCATION MAP t I COU HAWK I BLACK COUNTY w C PROPOSED WILDLIFE ; FENCE LOCATION G \ pe• I ' pl I hereby certify that this Engineering �oI I s+° nHuron+nrun my direct personal superyision and that tdment was prepared by me or under o ! • -- _;_E AIRLEHIGHW FESSIO on I am a duly Licensed Professional Engineer o 0 3 0, N m o 0 G m �' � e' ..9 �a r w h I 1 Q C de the laws of the State of Iowa. VICINITY MAP S Daum a~':c hJ" 3, 1 -- 5/20/2025 =Z HOGHES NOT TO SCALE °��, 13037 ��� DAVID B.HUGHES Date •• 'zb License number 13037 rO ............. •W A•• �� My license renewal date is December 31,2025 AECOMAECOM P"=COM 'r'r'rnmrnmmmmSo Pages or sheets covered by this seal: All sheets WATER D 501 SYCAMORE STREET,SUITE 222 500 S.W.7TH STREET,SUITE 301 WATERLOO,IOWA 50703 DES MOINES,IOWA 503094506 (319)232-6531 (515)323-7910 Q GENERAL CONSTRUCTION PHASING NOTES GENERAL NOTES CONTRACTOR'S RESPONSIBILITY 1. THE CONTRACTOR SHALL PHASE ALL WORK IN ACCORDANCE WITH THE SAFETY AND 1. THE INFORMATION CONCERNING UNDERGROUND UTILITIES WAS COMPLETED FROM 1. FOLLOW ALL PERTINENT CRITERIA SET FORTH IN THE GENERAL COORDINATION SECTION OPERATIONS PLAN,PHASING PLANS,AND PHASING NOTES. INFORMATION AND SKETCHES FURNISHED BY OR OBTAINED FROM UTILITY COMPANIES, ALONG WITH ALL REQUIREMENTS NOTED IN THE CONTRACT DOCUMENTS. THE OWNER,THE FAA,OR THE NATIONAL WEATHER SERVICE. THE OWNER AND THE 2. EACH CONSTRUCTION PHASE WILL REQUIRE THE CONTRACTOR TO CLOSE VARIOUS ENGINEER DO NOT GUARANTEE THEIR ACCURACY. THE CONTRACTOR IS ADVISED TO 2. ATTEND THE PRECONSTRUCTION CONFERENCE. INCLUDE CONSTRUCTION SUPERINTENDENT PORTIONS OF RUNWAYS AND TAXIWAYS. UNDER THE ITEM OF MOBILIZATION,THE DETERMINE THE EXACT LOCATIONS FROM THE AVAILABLE SOURCES OF INFORMATION OR AND SUBCONTRACTORS'REPRESENTATIVES IN THE PRECONSTRUCTION CONFERENCE. CONTRACTOR SHALL FURNISH,PLACE,AND MAINTAIN AIRFIELD TRAFFIC CONTROL AND PROVIDE HIS OWN MEANS OF DETECTION. THE ONLY CASE IN WHICH THE ENGINEER 3. NOTIFY AIRPORT AND ENGINEER AT LEAST SEVEN(7)CALENDAR DAYS IN ADVANCE OF CLOSED RUNWAY MARKERS AS SHOWN ON THE PHASING PLANS AT THE LOCATIONS SHOWN. WILL CONSIDER REDESIGN OR RELOCATION OF A PROPOSED FACILITY IN THE PROJECT MOBILIZING TO THE PROJECT STAGING AREA. IS WHEN AN EXISTING UTILITY IS LOCATED WITHIN THE LIMIT OF TWO VERTICAL 3. THE CONTRACTOR SHALL GIVE THE AIRPORT A MINIMUM OF 72 HOURS NOTICE OF A LINES LOCATED ON THE EXTERIOR OF THE PROPOSED PIPE OR FACILITY. IN THIS 4. OBTAIN ALL NECESSARY PERMITS AND APPROVALS,INCLUDING AIRPORT'S CONSTRUCTION REQUEST TO CLOSE A TAXIWAY OR RUNWAY. ONCE PLACED,NO BARRICADES SHALL BE CASE,THE ENGINEER WILL TRY TO HAVE THE UTILITY RELOCATED. IF SUCH A PERMIT,REQUIRED FOR THE PROJECT. REMOVED WITHOUT APPROVAL OF THE AIRPORT. RELOCATION IS IMPOSSIBLE,HE WILL CONSIDER REDESIGN OR RELOCATION OF THE PROPOSED FACILITIES. IN BOTH CASES,CONTRACTOR SHALL BE RESPONSIBLE FOR 5. CONTACT AND COORDINATE WITH ALL UTILITIES AFFECTED BY THE CONSTRUCTION. N 4. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN HIS OWN HAUL ROUTES AS ALL UNDERGROUND UTILITIES AND SHALL NOT BE SEPARATELY COMPENSATED FOR TAKE ALL NECESSARY PRECAUTIONS TO VERIFY LOCATION OF AND PROTECT ALL EXISTING > UTILITIES. NECESSARY TO COMPLETE HIS WORK. THE CONTRACTOR SHALL MAINTAIN HAUL ROUTES DELAYS OR EXTRA COST. IN A DUST-FREE CONDITION AT ALL TIMES. 6. ALL ACTIONS OF THE CONTRACTOR'S EMPLOYEES,SUBS,AND SUPPLIERS ARE THE SOLE 2. CONTRACTOR SHALL NOTIFY AIRPORT PERSONNEL,UTILITY COMPANIES,AND FAA RESPONSIBILITY OF THE CONTRACTOR. ALL EMPLOYEES,SUBS,AND SUPPLIERS MUST BE 5. THE CONTRACTOR SHALL MAINTAIN ALL AIRFIELD AND ROADWAY PAVEMENT PERSONNEL BEFORE EXCAVATING IN ANY AREA. EDUCATED REGARDING RELATED WORK AND THE SAFETY REQUIREMENTS OF THE AIRCRAFT SURFACES THAT ARE USED BY CONSTRUCTION TRAFFIC IN OPERABLE CONDITION. ANY ACTIVE AREA AND PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION AREA. AIRFIELD PAVEMENT DAMAGED BY CONTRACTOR'S EQUIPMENT SHALL BE REPLACED 3. CONTRACTOR SHALL COMPLY WITH ALL AIRPORT SECURITY REGULATIONS THAT MAY IMMEDIATELY. ANY ROADWAY PAVEMENT,UNPAVED ROADWAYS OR PAVEMENT MARKINGS BE ESTABLISHED TO PROTECT AIRPORT OPERATIONS. 7. CONFINE ALL CONSTRUCTION PERSONNEL TO WITHIN THE CONSTRUCTION LIMITS. DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT NO COST TO THE 8. APPROPRIATELY MARK OR LIGHT ALL EQUIPMENT TO BE OPERATED OUTSIDE THE OWNER. 4. THE SAFETY OF THE AIRPORT PATRONS AND PERSONNEL,AS WELL AS THE STAGING AREA IN ACCORDANCE WITH FAA AC 150/5370-2. CONTRACTOR'S PERSONNEL,IS PARAMOUNT THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL FOLLOW THE SAFETY GUIDELINES PRESENTED IN THE FAA AC NO. 9. OBSERVE AND/OR FOLLOW ALL SAFETY-RELATED INSTRUCTIONS BY ANY FAA AND 150/5370-2G. "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION." AIRPORT PERSONNEL AT ALL TIMES. GENERAL COORDINATION 5. EQUIPMENT LEFT IN THE CONSTRUCTION AREA SHALL BE LOCATED OUTSIDE OF THE 10. PROJECT ACCESS,STAGING AREA,WASTE AREA,STOCKPILE AREA,AND ALL HAUL 1. THE PROJECT REPRESENTATIVE,UNDER THE AUTHORITY OF THE ENGINEER,WILL SAFETY AREAS FOR ADJACENT RUNWAY AND TAXIWAYS AND THE MAXIMUM EQUIPMENT ROADS SHALL BE RESTORED TO ORIGINAL CONDITION INCLUDING TOPSOIL AND ACT AS THE OWNER'S REPRESENTATIVE FOR THE PROJECT. HEIGHT SHALL BE 35'. SEEDING AT JOB COMPLETION AT NO ADDITIONAL COST TO AIRPORT. 6. STOCKPILES AND MOUNDS IN THE CONSTRUCTION AREA GREATER THAN TEN FEET IN 11. PLACE ALL BARRICADES AND TEMPORARY MARKINGS AT LOCATIONS AS DIRECTED BY 2. THE CONTRACTOR SHALL HAVE A GENERAL SUPERVISOR ON THE JOB AT ALL TIMES. THE ENGINEER OR AIRPORT. EXACT LOCATIONS WILL VARY DEPENDING ON AIRCRAFT HEIGHT SHALL BE APPROVED BY THE ENGINEER AND THE OWNER PRIOR TO PLACEMENT. OPERATIONS,CONSTRUCTION SCHEDULE,AND CONSTRUCTION OPERATIONS. a 3. SECURITY CLEARANCE FOR THE CONTRACTOR'S SUPERVISORY EMPLOYEES SHALL BE OBTAINED THROUGH THE AIRPORT OFFICE IN ACCORDANCE WITH THE SPECIAL 7. THE CONTRACTOR WILL BE REQUIRED TO UTILIZE THE DESIGNATED ACCESS ROUTES 12. SUPPLY ALL BARRICADES AND TEMPORARY MARKERS NECESSARY FOR PROJECT. PROVISIONS OF THE BID DOCUMENTS. THE BADGES SHALL BE RETURNED AT PROJECT FOR EACH OF THE PROJECT PHASES. MOVEMENT BETWEEN THE CONSTRUCTION ZONES, COMPLETION. OTHER THAN BY THE ACCESS ROUTES,WILL NOT BE PERMITTED. 13. MARK AND LIGHT ALL OPEN TRENCHES IN ACCORDANCE WITH FAA AC 150/5370-2. 14. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGE ON ACCESS ROADS CAUSED BY 8. THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA 4. ALL EQUIPMENT AND VEHICLES SHALL MARKED WITH ROTATING YELLOW BEACONS OR 3'BY 3'ORANGE AND WHITE FLAGS IN N ACCORDANCE WITH FAA AC 150/5370-2G AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. CONTRACTOR'S CONSTRUCTION ACTIVITIES THROUGHOUT THE PROJECT TIME FRAME. (ADVISORY CIRCULAR CONTAINED IN SPECIFICATIONS). 15. INSTALL AND MAINTAIN TAXIWAY AND RUNWAY CLOSED MARKING AND CONSTRUCTION 9. ALL AIRFIELD GUIDANCE SIGNS,RUNWAY OR TAXIWAY EDGE LIGHTS,NAVAIDS,OR BARRICADES. 5. CONSTRUCTION ACTIVITIES SHALL COMPLY WITH ALL APPLICABLE LOCAL,OSHA, CABLES DAMAGED SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR UNLESS AND FAA SAFETY GUIDELINES. AS A MINIMUM,THE CONTRACTOR SHALL FOLLOW THE OTHERWISE NOTED. 16. PROVIDE 24 HOUR/7 DAY CONTACT INFORMATION FOR A REPRESENTATIVE SHOULD FAA AC 150/5370-2. SAFETY PLAN COMPLIANCE ISSUES BE FOUND OUTSIDE NORMAL WORK HOURS. O 10. THE CONTRACTOR SHALL SEED ALL UNPAVED AREAS THAT ARE DISTURBED. THE 17. WASTE AND LOOSE MATERIALS,COMMONLY REFERRED TO AS FOD,ARE CAPABLE 6. CHANGES TO THE APPROVED CONSTRUCTION SCHEDULE WILL NOT BE ALLOWED SEEDING UNDER THIS CONTRACT SHALL BE COMPLETED WITHIN THE SEEDING SEASON OF CAUSING DAMAGE TO AIRCRAFT LANDING GEARS,PROPELLERS,AND JET ENGINES. UNLESS APPROVED BY THE AIRPORT AND THE ENGINEER. A CONSTRUCTION SCHEDULE, AS SPECIFIED. CONSTRUCTION CONTRACTORS MUST NOT LEAVE OR PLACE FOD ON OR NEAR ACTIVE WITH PROJECT SEQUENCING AND COORDINATION TIMETABLES FOR CONSTRUCTION AIRCRAFT MOVEMENT AREAS. MATERIALS CAPABLE OF CREATING FOD MUST BE ADJACENT TO OR WITHIN AIRCRAFT OPERATION AREAS,MUST BE APPROVED BEFORE 11. PAVEMENT REMOVAL LIMITS SHOWN ON PLANS,THE CONTRACTOR SHALL BACKFILL CONTINUOUSLY REMOVED DURING THE CONSTRUCTION PROJECT. FENCING(OTHER THAN ANY WORK COMMENCES. PAVEMENT REMOVAL AREAS BACK TO EXISTING ELEVATIONS AND GRADE TO DRAIN. SECURITY FENCING)MAY BE NECESSARY TO CONTAIN MATERIAL THAT CAN BE CARRIED BY WIND INTO AREAS WHERE AIRCRAFT OPERATE.SEE AC 150/5210-24,FOREIGN 7. THE AIRPORT WILL DESIGNATE A REPRESENTATIVE WHO WILL ISSUE ALL NOTICES OBJECT DEBRIS(FOD)MANAGEMENT. TO AIRMEN(NOTAMs)WITH THE FAA. THE CONTRACTOR SHALL COORDINATE THROUGH AIRPORT'S RESPONSIBILITIES 18. CONTRACTORS OPERATING CONSTRUCTION VEHICLES AND EQUIPMENT ON THE THE PROJECT REPRESENTATIVE. 1. FOLLOW ALL PERTINENT CRITERIA SET FORTH UNDER GENERAL COORDINATION. AIRPORT MUST BE PREPARED TO EXPEDITIOUSLY CONTAIN AND CLEAN-UP SPILLS RESULTING FROM FUEL OR HYDRAULIC FLUID LEAKS. TRANSPORT AND HANDLING 8. AT A TIME AND DAY TO BE DETERMINED AT THE PRECONSTRUCTION CONFERENCE, 2. COORDINATE WITH THE FAA ALL OPERATIONAL CONDITIONS REQUIRED BY THE OF OTHER HAZARDOUS MATERIALS ON AN AIRPORT ALSO REQUIRES SPECIAL WEEKLY MEETINGS SHALL BE HELD INVOLVING THE CONTRACTOR'S SUPERINTENDENT, PROJECT AND ISSUE ALL NOTAMS. PROCEDURES. SEE AC 150/5320-15,MANAGEMENT OF AIRPORT INDUSTRIAL WASTE. THE ENGINEER,AND THE OWNER TO DISCUSS PAST WEEK'S PROGRESS AND EXPECTED SCHEDULE OF WORK FOR UPCOMING WEEK. 3. PROVIDE TWO(2)LIGHTED CLOSED RUNWAY MARKERS FOR USE BY CONTRACTOR. 19. CONSTRUCTION CONTRACTORS MUST CAREFULLY CONTROL AND CONTINOUSLY REMOVE WASTE OR LOOSE MATERIALS THAT MIGHT ATTRACT WILDLIFE. CONTRACTOR'S PERSONNEL MUST BE AWARE OF AND AVOID CONSTRUCTION ACTIVITIES THAT CAN CREATE ITEM PLAN FINAL WILDLIFE HAZARDS ON AIRPORTS,SUCH AS:TRASH,STANDING WATER,TALL GRASS LU SPEC.NO. DESCRIPTION UNIT AND SEEDS,AND POORLY MAINTAINED FENCING AND GATES. z F- NO. QUANTITY QUANTITY O 1 BARRICADES LS 1 20. CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT(SPCD) ¢ z 2 REMOVE TAXIWAY LIGHT BASE EA 31 IDENTIFYING THE FOLLOWING FOR EACH MAJOR CONSTRUCTION OPERATION: U a J 3 REMOVE RUNWAY LIGHT BASE EA 18 A.PROPOSED WORK SEQUENCE. w ¢¢ Q 4 REMOVE REIL BASE EA 2 B.PROPOSED ACCESS POINTS,STAGING AREA,AND HAUL ROUTES. w V¢O W C.ANY TEMPORARY MARKINGS TO BE USED. 5 REMOVE AIRFIELD GUIDANCE SIGN BASE EA 4 U z- Z D.THE LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES. z O O LU 6 FAA F-162 CHAIN-LINK FENCE(10'FABRIC WITH BARBED WIRE) LF 10,500 E.AREAS TO WHICH CONSTRUCTION OPERATIONS WILL BE LIMITED,ALONG WITH W O w OO U REMOVAL PROPOSED MEASURES TO MINIMIZE THE POSSIBILITY OF CONTRACTOR F tY 7 FAA F-162 CHAIN-LINK FENCE(10'FABRIC WITH BARBED WIRE) LF 4,500 EQUIPMENT AND/OR WORKERS ACCIDENTALLY ENTERING ANY AIR OPERATIONS p z O H 06 8 FAA P-620 PAVEMENT NARKING SF 760 AREA. 0_OU O W 9 FAA P-620 REFLECTIVE MEDIA LBS 32 , F.THE METHODS BY WHICH THE CONTRACTOR WILL COMMUNICATE AND MAINTAIN ¢ w - TOPSOILING,4 INCHES(FURNISHED FROM OFF THE CONTACT WITH THE AIR TRAFFIC OPERATIONS. N F 10 SUDAS 2010-D-3 CY 1,610 0 EMBANKMENT-IN-PLACE(FURNISHED FROM ON THE , 21. CONTRACTOR SHALL PROVIDE INSURANCE FOR OWNER PROVIDED RUNWAY LIGHTED N Z 11 SUDAS 2010-E SITE) CY 620 CLOSURE MARKERS.CONTRACTOR SHALL HAVE A SPARE GENERATOR ON-SITE AT ALL L TIMES CAPABLE OF POWERING THE LIGHTED RUNWAY CLOSURE MARKERS. IF 0 12 SUDAS 7040-H PAVEMENT REMOVAL,ASPHALT SY 14,460 MAINTENANCE OF THE LIGHTED RUNWAY CLOSURE MARKERS REQUIRES REMOVAL OF THE 13 SUDAS 8030-A ORANGE MESH SAFETY FENCE,48-INCH LF 4,900 MARKER FROM THE PROJECT SITE,CONTRACTOR SHALL COMPLETE WORK DURING HYDRAULIC SEEDING,SEEDING,FERTILIZING AND DAYLIGHT HOURS AND PROVIDE TEMPORARY RUNWAY CLOSURE MARKERS MEETING THE 14 SUDAS 9010-B AC 325 REQUIREMENTS OF FAA AC 150/5370-2.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE DATE MULCHING TYPE 1 Know what's below. OF THE OWNER PROVIDED LIGHTED CLOSED RUNWAY MARKERS AND FUEL FOR THE PERIOD APRIL 22,2025 15 SUDAS 9040-F-1 WATTLES,9-INCH LF 1,820 PROJECT NO 16 SUDAS 9040-F-2 WATTLES,REMOVAL LF 1,820 call before you dig. THAT THESE ARE USED BY THE CONTRACTOR. 60750559 17 SUDAS 11,020-A MOBILIZATION LS 1 FILENAME SHEET NO DRAWING NO G-002 LEGEND - a -- TEMPORARY SAFETY FENCE N \ )FA OBJECT FREE AREA I TSS TAXIWAY SAFETY AREA � II -RSA- RUNWAY SAFETY AREA ED �e CONTRACTOR HAUL ROUTE Table B-Runway,Taxiway,and Apron Availablility per Phase RUNWAY MAHTED RKER NOTES: Phase 1 Phase 2 � \ ` (PHASE 1) I �� 1.TEMPORARY SNOW FENCE SHALL BE INSTALLED Runways W I I \ \ I PRIOR TO BEGINNING REMOVALS OR ANY OTHER \ / I FENCE INSTALLATIONS. Runway 12/30 Open Open N EXISTING FENCE SHALL REMAIN IN PLACE UNTIL N ' NEW FENCING IS INSTALLED. Runway 18/36 Closed Open \ \ \ \ q 3.PHASE 1 AND PHASE 2 CAN BE CONSTRUCTED Taxiways CONCURRENTLY. Taxiway A Open Open \ \ , Taxiway B North of Taxiway A to Runway 18/36 Open Open Taxiway B North of Runway 18/36 \\\ \ \ I 1 I I I I ■ Open Open to Taxiway B-1 \ TEMPORARYa Taxiway B North of Taxiway B-1 Open Open CLOSURE I r� Taxiway B-1 Open Open \\ \ 1 (PHASEG) ■ Taxiway C North of Runway 12/30 Closed Open Taxiway C South of Runway 12/30 Open Open Taxiway E Open Open c� ANG Taxilane Open Open 1 I s� Aprons West Terminal Apron Open Open East Terminal Apron Open Open U a \\ General Aviation Open Open FBO(Livingston)Apron Open Open ■ I I m� w \ \ \ �� ARFF Access Road to Taxiway A Open Open ti n� ARFF Service Road to East Terminal Apron Open Open Table C-Instrument Approach Procedures Availability per Phase Instrument Approach Procedures Phase 1 Phase 2 \ \• / u Runway 12/30-ILS or LOC RWY 12 Available Available \� Runway 12/30-RNAV (GPS)RWY 12 Available Available O \ \ Runway 12/30-VOR RWY 12 Available Available PROPOSED FENCEI II o \ f ° \ \ \\ Runway 12/30-RNAV (GPS)RWY 30 Available Available V LOCATION N I i Runway 12/30-LOC BC RWY 30 Available Available ' Runway 18/36-RNAV(GPS)RWY 18 Unavailable Available �p OO 66 1 \ Runway 18/36-RNAV (GPS)RWY 36 Unavailable Available FENCE REMOVAL(TYP.) 1 I \ o \ \ y® \ \ 1 I LIGHTED CLOSED \ '/$� A \ \ \ Runway 18/36-VOR RWY 18 Unavailable Available RUNWAY MARKER\ \ 1 (PHASE 1) /) �- ��• REMOVAL AREA , j 5� -All ON-SITE EMBANKMENT MATERIAL STOCKPILE — _ _ _ T �% ���� \�\ ❑ EXISTING ACCESS 1 1 / r"'"" \ z GATE O g ❑ z U O w J I K Q 0- 1 LL I 1Q �V¢¢ U)U) I O w ¢O Z zoo O O- F—�• * * CONTRACTOR U W O H Q ❑ STAGING AREA 1 p F Q�Of U wTEMPORARY TAXIWAY W Z F Z:)w w EXISTING/ULTIMATE CLOSURE MARKING a O 00¢ Of 0_ w INSTRUMENT DEPARTURE SURFACE (PHASE 1) \ �_U O > 1000'X 10,200'X 6466' EXISTING/ULTIMATE — ¢ H Z w RUNWAY PROTECTION ZONE L� \ o 0z EXISTING/ULTIMATE 500'X 1700'X 1010' i N ONE ENGINE OUT 34:1 NON-PRECISION APPROACH _ \ � U Q DEPARTURE SURFACE PROPOSED FENCE LL 62.5:1 D o J LOCATION LJ LJ FENCE REMOVAL(TYP.) FENCE REMOVAL(TYP.) DAD o o --- —/ \ \ I❑_J DAT o APRIL 22,2025 _ \ PROJECT NO 60750559 FILENAME IOU SHEET NO r DRAWING NO °' 500' 1°°°' G-100 SCALE LNE LEGEND PORARY SAFETY FENCEN ECT FREE AREAIWAY SAFETY AREAWAY SAFETY AREATRACTOR HAUL ROUTE Table B-Runway,Taxiway,and Apron Availablility per Phase LIGHTED CLOSED Phase 1 RUNWAY MARKER 0 \ (PHASE 1) Runways w AND PHASE 2 CAN BE CONDUCTEDN \ / ENTLY. Runway 12/30 Open q\ I I Runway 18/36 Closed w Taxiways \ LL T r 'lkq \ \\ I UI I II Taxiway A Open \ \ > Taxiway B North of Taxiway A to to Runway 18/36 Open Taxiway B North of Runway 18/36 \ \ \ I 1 I I II I Open \� to Taxiway B-1 \\ T\ I I TAEXMPORARY I Taxiway B North of Taxiway B-1 Open CLOSURE IWAY �i Taxiway B-1 Open \\ \ 1 (PHASE G) Taxiway C North of Runway 12/30 Closed Taxiway C South of Runway 12/30 Open c� \ \ \ \I Taxiway E Open ANG Taxilane Open 1 I s� Aprons 1 \ \ \ West Terminal Apron Open I � a 0 o I Esq 2 \ \ East Terminal Apron Open General Aviation Open of \ \\ FBO(Livingston)Apron Open ■ I I m� w \�\ \ \ ARFF Access Road to Taxiway A Open ti n� q \ \ ARFF Service Road to East Terminal Apron I Open Table C—Instrument Approach Procedures Availability per Phase Instrument Approach Procedures Phase 1 I \ \ \� \• \ / LL Runway 12/30—ILS or LOC RWY 12 Available 00 0 T— Runway 12/30—RNAV (GPS)RWY 12 Available O \ \ Runway 12/30—VOR RWY 12 Available I II N a I \ f ° \ \ \\ Runway 12/30—RNAV (GPS)RWY 30 Available V Runway 12/30—LOC BC RWY 30 Available Runway 18/36—RNAV(GPS)RWY 18 Unavailable 7' \ \\ Runway 18/36—RNAV (GPS)RWY 36 Unavailable PHASE 1 \ \ \ Runway 18/36—VOR RWY 18 Unavailable ) LIGHTED CLOSED I RUNWAY MARKER (PHASE 1) / 7Z- EX IESTING ACCESS _ GATE i N- z 1 IL \ p.. O F �g LL WcnQQ I LLI \ Lu�<3 O 0 z- aLLIwydo � 1 8 L g W J z Q TEMPORARY TAXIWAY 1 \ ��G w (n= W CLOSURE MARKING \ O 00¢ Q (PHASE 1) W 10\ O d w \ Cq ~ W • �� N U- o —/ \ \ \ \ I❑_J DAT o APRIL 22,2025 _ \ PROJECT NO 60750559 FILENAME SHEET NO r DRAWING NO °' 500' 1O°°' G-101 SCALE LEGEND a TEMPORARY SAFETY FENCE N \ )FA OBJECT FREE AREA I I TSA- TAXIWAY SAFETY AREA � II -RSA RUNWAY SAFETY AREA \ \ t �I �e CONTRACTOR HAUL ROUTE Table B-Runway,Taxiway,and Apron Availablility per Phase \ �1 NOTES: IPhase 2 II 1.TEMPORARY SNOW FENCE SHALL BE INSTALLED W I \ \ \ I PRIOR TO BEGINNING REMOVALS OR ANY OTHER Runways / FENCE INSTALLATIONS. Runway 12/30 Open z \ I I I I 2.EXISTING FENCE SHALL REMAIN IN PLACE UNTIL w \\\ \ \ \ I I NEW FENCING IS INSTALLED. Runway 18/36 Open U. III 3.PHASE 1 AND PHASE 2 CAN BE CONDUCTED Taxiways\Tr \ \\ \ I UI I II CONCURRENTLY. Taxiway A Open \ \ > Taxiway B North of Taxiway A to \ tRunway 18/36 Open ° o\ 3P m I Taxiway B North of Runway 18/36 \ I \ \ I I I II I ■ to Taxiway B-1 Open Taxiway B North of Taxiway B-1 Open r Taxiway B-1 Open \ ice \ I I ■ �� Taxiway C North of Runway 12/30 Open Taxiway C South of Runway 12/30 Open Taxiway E Open c� ANG Taxilane Open I I �s� Aprons \ \ \ West Terminal Apron Open a East Terminal Apron Open md General Aviation Open FBO(Livingston)Apron Open ■ I I m� w \ \ \ �� ARFF Access Road to Taxiway A Open ti n� Y q \ \ ARFF Service Road to East Terminal Apron Open Table C-Instrument Approach Procedures Availability per Phase Instrument Approach Procedures Phase 2 I \ \� \• \ / u Runway 12/30-ILS or LOC RWY 12 Available Runway 12/30-RNAV (GPS)RWY 12 Available O \ \ ` Runway 12/30-VOR RWY 12 Available PROPOSED FENCE I II o I \ f ° \ \ \\ Runway 12/30-RNAV (GPS)RWY 30 Available V PHASE 2 Runway 12/30-LOC BC RWY 30 Available Runway 18/36-RNAV(GPS)RWY 18 Available Runway 18/36-RNAV (GPS)RWY 36 Available FENCE REMOVAL 1 _ - 0 \ PHASE 2 ; \ \\ �T9� i \ \ \ \ Runway 18/36-VOR RWY 18 Available I i / � PHASE 2 EXISTING r ACCESS 1 ; _ i �� N-•-•.. \ Z GATE I L O H 1 \ C) 0 aK O \ � QZ WM > a- W-QO CV z�0aLU O (' LL B� 9 Wz Q K 1 \ 1F0W (n= Z Q W 1 a-0 0Q 2a to 1 WCN CN 1 PROPOSED FENCE L� ~ PHASE 2 _ \ CN FENCE REMOVAL ? �� / \ ��J� W PHASE 2 FENCE REMOVAL �J`JJJ PHASE 2 oo --- —/ \ \ I❑_J DAT APRIL 22,2025 _ \ PROJECT NO 60750559 FILENAME IOU I�� SHEET NO r DRAWING NO °' 500' 1°°°' SCALE G-102 Q C• Tq��ySF� 255, 5 \4L0 ?5p, I ORANGE FENCE BARRICADE (TYP.) N BOTH SIDES �OVI TEMPORARILY CLOSED (25'LONG MIN.) —Ixi TAXIWAY MARKING DETAIL >I NOT TO SCALE \ NOTE: TEMPORARY MARKER FOR CLOSED TAXIWAY TO BE Z I qQ0 CONSTRUCTED OF FABRIC,PLYWOOD,SNOW FENCE Lu Fq OR SUITABLE MATERIAL. SECURE THE MARKER IN 0 PLACE AS NOTED TO DENOTE A CLOSED TAXIWAY. MARKER TO BE PAINTED YELLOW,WITH 6"BLACK BORDER. DETAIL A NOT TO SCALE RED LIGHT (TYP) a 4" 18"MAX ORANGE WHITE TYPICAL BARRIACDE NOT TO SCALE O BRACKETS TO ACCEPT 2 LIGHTS AND TWO FLAGS. FACE TO BE BI-DIRECTIONAL ORANGE AND WHITE MARKINGS. NOTES 1. BARRICADE BOARDS,OR ENGINEERING APPROVED LOW-PROFILE, LOW MASS IMPACT BARRICADES SHALL BE USED ON PAVEMENT. 2. LIGHTS SHALL BE SECURELY ANCHORED TO BARRICADES. J z Q 3. BARRICADE SHALL BE PROPERLY WEIGHED TO PREVENT MOVEMENT 0 F-- BY WIND,PROP WASH,OR JET BLAST OF UP TO 75 M.P.H. v Lu 0 O IL QIL 4. CONTRACTORS SHALL BE REQUIRED TO INSPECT BARRICADES w M<3 Z DAILY TO ENSURE THAT BARRICADES ARE INTACT AND IN PROPER w-¢O U*kZ- (n WORKING ORDER IN ACCORDANCE WITH THIS SPECIFICATION. z�-O O Q W Q 3 0 = W J 5. LIGHT SHALL EITHER BE OMNIDIRECTIONAL,OR EVERY OTHER L zLL L w 0_ LIGHT SHALL BE ROTATED 90 DEGREES. 00 0< Q 6. BARRICADE SHALL BE 10-FEET LONG WITH ALTERNATING 6" ¢o CN BANDS OF INTERNATIONAL ORANGE AND WHITE. N W Y LL 7. LIGHT SPACING SHALL NOT EXCEED 10 FEET,OPERATED BETWEEN W < SUNSET AND SUNRISE AND PERIODS DURING LOW VISIBILITY. 8. BARRICADES SHALL START 4 FEET FROM EDGE OF PAVEMENT AND DATE SPACED 4 FEET MAXIMUM. APRIL 22,2025 PROJECT NO 60750559 FILENAME SHEET NO DRAWING NO G-103 \ \ N I400, 400' � \ � I I 25o' \ \ \ • \ P LEGEND NOTES: I `\ O Q - REMOVE EXISTING 10'FENCE 1• 250TEMPORARY SAFETY FENCE SHALL BE INSTALLED PRIOR TO BEGINNING REMOVALS OR ANY OTHER FENCE a --- TEMPORARY SAFETY FENCE INSTALLATIONS. / 2.EXISTING FENCE SHALL REMAIN 7Z- 9 w 7 )FA OBJECT FREE AREA IN PLACE UNTIL NEW FENCING IS INSTALLED. pp -RSA- RUNWAY SAFETY AREA TEMPORARY RPZ- RUNWAY PROTECTION ZONE SAFETY FENCE m j I \ \ \ \ N=3666498.99 Z E=5216050.07 REMOVE FENCE TO CORNER i I 7Z- \ \ r I I 7Z� 1 SEE SHEET CD101 F¢� a �� �`_.�_._� X IIIIIII � � r x� - �•. IIII' TAXIWAY A.. REMOVE GATE _ ' I TEMPORARY SAFETY FENCE ' a N=3664323.37 ' O E=5215784.10 RAIL WY REMOVE FENCE TO CORNER I TEMPORAR( %IY SAFETY FENCE MIDPORT BLVD N=3664220.19 I E=5216810.50 TEMPORARY --�SAFETY FENCE N=3664221.42 - E=5217000.62 = = REMOVE FENCE TO CORNER w w i > TEMPORARY i • • W SAFETY FENCE ' •i Z N=3663424.50 J E=5215522.04 TEMPORARY • L O SAFETY FENCE i g _ U a Z FENCE REMOVAL LIMIT N-3663279.46 i O Q N=3663394.86 _-- E=5216697.48 ° J E=5215518.38 i w M J d U ak Z-- Z r4 REMOVE FENCE TO CORNER REMOVE FENCE TO CORNER \ w o COp --'— -- —'--'---' -- --- ww K�- W J --�®RAILROAD © O ZO 0 H N � AIRLINE HWY DATE 1 APRIL 22,2025 ■ ./ � � I �I PROJECT NO 60750559 FILENAME II SHEET NO DRAWING NO SCALE °' 300' 600' CD100 TO BE REMOVED AND REPLACE � WITH 4 INCHES TOPSOIL OVER EMBANKMENT-IN-PLACE / / I N=3666127.48 E=5216469.25 5"ASPHALT(P-401) 6"ASPHALT(P-401) / I N TO REMAIN / / / U I �/ /' 9"CRUSHED STONE(P-208) 9"CRUSHED STONE(P-208) ' I I x BGRADE�\\�\\/\ w//�\/\ / \ SUBGRADEy/\\//y/ / x `� I EXISTING CLOSED RUNWAY EXISTING CLOSED TAXIWAY / x x II I i I TYPICAL SECTION TYPICAL SECTION NOT TO SCALE NOT TO SCALE I FULL DEPTH a I SAW CUT i I / , x__ x—x x a�oolzQ I / I x X � / > x Geos I ---------- --------N=3665853.08 '-- -� x ' E=5216435.39 \ I M I x IQ ar I II Z WATTLES , /X x � x—x � I x x—x x � I I / / IPHASE 3 x ' 2 PHASE 1 III I x I I I x XX � ; � r LEGEND x/x D III 15 st / I O REMOVE ABANDONED TAXIWAY x_x x LIGHT BASE , (D REMOVE ABANDONED RUNWAY J/ LIGHT BASE 250' 0 REMOVE ABANDONED REIL BASE � jljF � 400' I I REMOVE ABANDONED AIRFIELD SIGN BASE _ x— CABLE/CONDUIT/DUCT EXISTING ELECTRIC CABLE/CONDUIT/DUCT BANK OO ' 0 RUNWAY PAVEMENT REMOVAL x 0 TAXIWAY PAVEMENT REMOVAL \\Q *�3 I II I ZO eFA OBJECT FREE AREA * I I I U p Z ' I RSA- RUNWAY SAFETY AREA ' I I O Q i I I w ce)¢Q J ' Lu 0 0 x� x— I I N=3665359.74 Z�O p 0 E=5216374.50 _ o w U U — OZO WI Q�Lu E _ �O Q w W Lu 0 x CLOSED TAXII * x E x V CN N x —x - x x O� WATTLES I x_ * _ _ DATE APRIL 22,2025 PROJECT N0 FILENAME 60750559 TEMPORARY SAFETY FENCE ir J / Lu FULL DEPTHH� 8-0_p SHEET NO i N=3665235.56 SAW CUT — — _@ E=5216359.17 oHAw["G NO SCALE °' 50'mmmmmlli 100' CD101 N I 400' 40011 \mss �q I I 250' I \ \ \ • �\ 0kQ' `\ I I II 250' 7 ao •\ '9� \ 7/— \ \ \ I -7Z- \ dao as as n I � a - t I ' - i a O I" IIIIIIIII 10'PROPOSED FENCE .TAXI.WAY A p \\ �—gFA 1 T � �� e e•5•• LEGEND - PROPOSED FENCE O Ili•• PROPOSED GROUND ROD = 11III-- EXISTING GROUND ROD O Q RAIL WY SFA OBJECT FREE AREA I -RSA- RUNWAY SAFETY AREA MIDPORT BLVD I I I a RPZ RUNWAY PROTECTION ZONE _ NOTES: s 1.SEE SHEET CP-500 FOR FENCE DETAILS. N=3664170.30 E=5216827.94 w ~ � U) 10'PROPOSEDFENCE w • • Z LD J w0 a Q Q Z _ �� N=3663394.86 z�O O D_ U�Z- E=5215518.38r4 W�- � N=3663247.06 U,9 ww O W --------- -----,—. .--- E=5216717.02 RAILROAD © - a O ¢ LU w N � opo AIRLINE HWY = _ _ _ _ _ DATE 1 APRIL 22,2025 ■ ./ � � I �I PROJECT NO 60750559 FILENAME II n SHEET NO DRAWING NO SCALE °' 3°°' °°0' CP100 a TERMINAL OR PULL POST ASSEMBLY �{e eye CONNECT TO TOP RAIL WITH �6 LOCK PIN (TYP. 110 ,r BARBED WIRE (TYP.) APPROVED CLAMP AND BARBED q WIRES (IF SPECIFIED) TOP RAIL _ _ _ _ _ _ _ _ 45 DEGR ES - BOTTOM TENSION WIRE j 35 DEGREES / (5' HIGH FENCE & OVER) 7 i I F %" PLAIN PIN '/8" PLAIN PIN CONNECT TWICE (2) TO NO. 6 AWG BARE RIVETED FLUSH (TYP.) RIVETED FLUSH (TYP.) FENCE FABRIC WITH COPPER WIRE _ APPROVED CLAMP ! LINE POST CORNER POST BOTTOM TENSION CONNECT TO BOTTOM xo EXTENSION ARM DETAILS WIRE L I W/ APPROVED TENSION IRE AMP 4 \!% \!% CLAMP TO GROUND R O D GROUND WIRE TIE OR CLAMP s cncE TIE WIRES LINE KNUCKLED SELVAGE, USE AT TOP SPACED AT 12'' AND BOTTOM OF FENCE FABRIC. CENTERS (MAXIMUM) (2'-0" O.C.MAX.) 5/8"x 81 COPPER CLAD GROUND ROD BOTTOM TENSION WIRE GROUND ROD INSTALLATION AND BARBED SELVAGE FABRIC N.T.S. (IF SPECIFIED) N.T.S. TOP OR BRACE RAIL ATTACHMENT 36 NO TRESPASSING RESTRICTED AREA 2"LETTERING WATERLOO m (TYPICAL) REGIONAL AIRPORT 1-1/2'R (TYP) REO BACKGROUND NOTES: WHITE LETTERING 1. ALL SIGNS SHALL BE 12 GAUGE ALUMINUM. TIE WIRE TIE WIRE 2. ALL FINISHES SHALL BE O (15" O.C.MAX.AND (15" O.C.MAX.AND BAKED ENAMEL. WITHIN 4" FROM WITHIN 4" FROM 3. ALL SIGNS SHALL BE TOP AND BOTTOM TOP AND BOTTOM H-BEAM INCIDENTAL TO UNIT OF FABRIC) ROUND POST OF FABRIC) 10'CENTER OF POST TO PRICE BIO FOR FENCE. 4. PLACE EVERY 500'. CENTER OF POST (MAXIMUM) LINE POST ATTACHMENTS SIGN FOR 10' FENCE SUPPORT ARM W/3 STRANDS BARBED N.T.S. N.T.S. TOP RAL OR TENSION /� WIRE IF SPECIFIED WIRE,AS SPECIFIED BARBED-WIRE APRON ON EXTENSION ARMS DIA.OF w POST AS— TOP S TOP RAIL OR TENSION WIRE SPECIFIED v rr LINE POST Z 0 CHAIN-LINK FABRIC TIE WIRES OR HOG RINGS (TYP.) K BRACE RAIL � U O (9 GAGE,2" MESH) (1.66" MIN.DIA.) LINE POST _2 K CORNER,END,OR PULL POST A > �V_j� J TIE WIRES OR v BOTTOM RAIL OR TENSION w—Q O CLIPS (TYP. m WIRE,AS SPECIFIED N Z P-O- ~ BOTTOM OF FABRICcj TENSION WIRE GRADE W U OJ Lu w TRUSS ROD a \ \ O ZO O¢ 0 N (3/8" MIN.DIA.) CONCRETE r 111 III i f =III=III=III=III=III=11' =11 L=III=11 L R -III IN —U Lu L LL FOOT o a- Z LINE AND TERMINAL POSTS o_ ~ Q W GRADE-) FABRIC TYPE POST "A" "B" "C" POST ° o Q HOG RINGS (TYP.) HEIGHT POST DIAM DIAM DEPTH EMBEDMENT z z LINE 3" 12" 48" 42" m LL 16" MIN.DIA 10" MIN.DIA 10-0 TERMINAL 4" 16" 48" 42" o CONCRETE BASE NOTE:TERMINAL POSTS INCLUDE END,CORNER,AND PULL POSTS D DATE 10'-0" MAXIMUM 10'-0" MAXIMUM APRIL 22,2025 PROJECT D LINE POSTS TO BE EQUALLY SPACED 60750559 FILENAME CHAIN-LINK FENCE DETAIL_ CHAIN LINK FENCE FOUNDATION SHEET NO N.T.S. N.T.S. DRAWING NO CP500