RUNWAY AND TAXIWAY REMARKING
ALVA, OKLAHOMA
ALVA REGIONAL AIRPORT
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REV.
DATE
DESCRIPTION
BY
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
Digitally Signed: 05/26/2015
COVER
SHEET
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
G-101
SHEET
1
NUMBER
1"
DRAWING NUMBER
GENERAL NOTES:
GENERAL NOTES: (CONTINUED)
1.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE AND VERIFY THE SCOPE OF WORK AND
SITE CONDITIONS THAT MAY AFFECT THE WORK UNDER THIS CONTRACT.
2.
CONTRACTOR SHALL, AT MINIMUM, OBTAIN APPROPRIATE BUILDING, CONSTRUCTION, AND
ELECTRICAL PERMITS AS REQUIRED TO COMPLETE THIS PROJECT.
3.
ALL CONSTRUCTION AND MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE IN STRICT
ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE FAA AND CITY.
4.
THE CONTRACTOR SHALL OPERATE DURING NORMAL WORKING HOURS (8AM-5PM MONDAY TO
FRIDAY). ANY OPERATIONS OUTSIDE OF NORMAL OPERATION HOURS SHALL BE COORDINATED
WITH THE ENGINEER AND OWNER FOR APPROVAL.
17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL ABOVE AND
BELOW GROUND EXISTING UTILITIES PRIOR TO THE BEGINNING OF EXCAVATION AND TO
DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE
PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING
FACILITIES. ANY DAMAGE AND REPAIR OF UTILITIES, TO INCLUDE IRRIGATION LINES, SHALL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL GIVE THE
NOTIFICATION CENTER OF THE OKLAHOMA ONE-CALL SYSTEM, INC., NOTICE OF ANY
EXCAVATION NO SOONER THAN TEN (10) DAYS NOR LATER THAN FORTY-EIGHT (48) HOURS,
EXCLUDING SATURDAYS, SUNDAYS, LEGAL HOLIDAYS, PRIOR TO COMMENCEMENT OF WORK.
PHONE # 1-800-522-6543.
THE CONTRACTOR SHALL MAINTAIN, AT ALL TIMES, SAFETY AND EMERGENCY VEHICLE
ACCESS TO AND FROM ALL AREAS WITHIN THE CONSTRUCTION AREA OR AREAS BEING USED
BY THE CONTRACTOR THROUGH THE LENGTH OF THE CONTRACT.
8.
9.
HAUL ROUTES - LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON
THE PLANS OR AS APPROVED BY THE OWNER OR THE OWNER'S AUTHORIZED
REPRESENTATIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE
OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS, OR CITY STREETS) WITH THE
APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. THE
CONTRACTOR SHALL NOTIFY THE CITY AND OBTAIN APPROVAL OF ROUTES TO BE TAKEN BY
HAULING EQUIPMENT. THE CONTRACTOR WILL NOTIFY THE POLICE DEPARTMENT AND MAKE
ALL NECESSARY ARRANGEMENTS AND OBTAIN PERMITS FOR TRAFFIC CONTROL DURING
HAULING OPERATIONS. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR
AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED
AS A HAUL ROUTE. A CONDITION REPORT OF THE BEFORE AND AFTER CONDITIONS OF
ON-SITE HAUL ROUTES SHALL BE PREPARED JOINTLY BY THE CONTRACTOR AND THE OWNER
OR THE OWNER'S AUTHORIZED REPRESENTATIVE. FENCING, DRAINAGE, GRADING AND
TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S
TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE OWNER OR THE OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO THE WORK. ALL ON-SITE FACILITY ACCESS ROADS
AND EMERGENCY EQUIPMENT ACCESS ROADS SHALL REMAIN OPEN AND MAINTAINED AT ALL
TIMES.
PROJECT PAY ITEMS - THE PROJECT PAY ITEMS ARE PROVIDED TO BE INCLUSIVE OF ALL
WORK TO BE PERFORMED AS SHOWN IN THESE PLANS. ALL INCIDENTAL WORK REQUIRED TO
COMPLETE THE PROJECT IS TO BE INCLUDED IN THE COST OF PERFORMING THESE ITEMS.
20. THE CONTRACTOR SHALL MAKE ALL EFFORTS TO PROTECT USGS BRASS CAPS,
CONSTRUCTION BENCHMARKS, AND CONTROL POINTS AT ALL TIMES.
21. CONTRACTOR SHALL BE REQUIRED TO ATTEND REGULARLY SCHEDULED CONSTRUCTION
MEETINGS. CONTRACTOR TO PROVIDE DETAILS AS TO PLANS FOR THE FOLLOWING WEEKS'
CONSTRUCTION.
22. WITH REVIEW AND APPROVAL BY THE OWNER, THE CONTRACTOR IS RESPONSIBLE FOR THE
DEVELOPMENT OF A DETAILED AND SPECIFIC SEQUENCE AND SCHEDULE OF CONSTRUCTION
ADDRESSING ALL POINTS AND PHASING FOR THIS PROJECT.
23. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS TO PREVENT EXCESS MOISTURE
FROM INCLEMENT WEATHER OR OTHER SOURCES FROM ENTERING ANY OPEN EXCAVATION,
DETENTION, OR DRAINAGE FACILITY. IF EXCESS MOISTURE DOES ENTER THE THESE AREAS
THROUGH THE NEGLIGENCE OF THE CONTRACTOR AND THE ADJOINING PAVEMENT IS
ADVERSELY EFFECTED BY THE EXCESS MOISTURE, THE CONTRACTOR SHALL REPLACE THE
ADJOINING PAVEMENT AND SUB-BASE AT CONTRACTOR'S SOLE EXPENSE.
24. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING EXCAVATION.
IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY. THE CONTRACTOR WILL BE RESPONSIBLE FOR RELOCATING ALL UTILITIES
FOUND TO BE IN CONFLICT THAT ARE OWNED BY THE CITY.
Digitally Signed: 05/26/2015
10. SAFETY AND SECURITY - THE CONTRACTOR SHALL CONDUCT HIS/HER ACTIVITIES IN A SAFE
AND SECURE MANNER AS SPECIFIED IN THE CONTRACTOR'S SAFETY AND SECURITY
REQUIREMENTS ON THIS SHEET AND SPECIAL PROVISIONS.
13. WHERE MATERIALS ARE TRANSPORTED IN THE EXECUTION OF WORK, VEHICLES SHALL NOT BE
LOADED BEYOND THE LOADING CAPACITY RECOMMENDED BY THE MANUFACTURER OF THE
VEHICLE OR PRESCRIBED BY ANY FEDERAL, STATE OR LOCAL LAW OR REGULATION.
14. ANY DAMAGE TO THE ROADWAY PAVEMENT, CURB, DRIVEWAYS, SIDEWALK, OR OTHER ITEMS
SCHEDULED TO REMAIN CAUSED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED TO
THE ENGINEER'S SATISFACTION AND SHALL BE ACCOMPLISHED AT THE CONTRACTOR'S SOLE
EXPENSE.
15. CONTRACTOR SHALL NOTIFY THE ENGINEER OR ENGINEER'S DESIGNEE OF ANY
DISCREPANCIES BETWEEN PLANS AND SPECIFICATIONS AND APPLICABLE FAA ADVISORY
CIRCULAR REQUIREMENTS PRIOR TO CONSTRUCTION.
16. ALL EXCAVATED MATERIAL NOT REQUIRED IN OTHER AREAS OF THE PROJECT AND ALL WASTE
FROM THE REMOVAL OF ASPHALT, CONCRETE, DRIVEWAYS, SIDEWALKS, CURBS, TREES,
INLETS, AND OTHER INCIDENTAL ITEMS SHALL BECOME THE SOLE PROPERTY OF THE
CONTRACTOR, UNLESS OTHERWISE NOTED IN THE PLANS, AND SHALL BE DISPOSED OF BY
THE CONTRACTOR IN A MANNER ACCEPTABLE TO THE ENGINEER WITHOUT COST TO THE
OWNER. ALL ELECTRICAL MATERIAL SHALL BE DISPOSED OF AT THE OWNER'S DIRECTION.
THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE OWNER IF EXCESS
MATERIAL IS TO BE DISPOSED OF WITHIN THE LIMITS OF THE PROJECT.
ALVA, OKLAHOMA
12. CONSTRUCTION LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREA,
EQUIPMENT STORAGE AREA, PARKING AREA, AND OTHER AREAS REQUIRED FOR THE
CONTRACTOR'S EXCLUSIVE USE SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY
THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ERECT AND MAINTAIN
FENCING, SIGNAGE, AND WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE
THE PERIMETER OF ALL SUCH AREAS AS NEEDED. ALL CONTRACTOR VEHICLES AND TRAFFIC
SHALL REMAIN WITHIN THE LIMITS OF CONSTRUCTION AREAS, STAGING AREAS, OR HAUL
ROUTES AS SHOWN ON SHEETS G-106 THRU G-107, OR AS APPROVED BY THE OWNER OR THE
OWNER'S AUTHORIZED REPRESENTATIVE.
ALVA REGIONAL AIRPORT
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11. PROTECTION AND REPAIR OF DAMAGE TO EXISTING CABLES - ALL UNDERGROUND CABLES
SHALL BE PROTECTED AND DAMAGES REPAIRED AS SPECIFIED IN SPECIAL PROVISIONS.
RUNWAY AND TAXIWAY REMARKING
7.
19. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL
STATUTES, ORDINANCES, AND POLICIES GOVERNING SAFETY, HEALTH AND SANITATION. THE
CONTRACTOR SHALL PROVIDE ALL SAFEGUARDS, SAFETY DEVICES, AND PROTECTIVE
EQUIPMENT, AND TAKE ANY OTHER NEEDED ACTIONS ON AS THEIR OWN RESPONSIBILITY OR
AS THE ENGINEER MAY DETERMINE REASONABLY NECESSARY TO PROTECT PROPERTY IN
CONNECTION WITH THE PERFORMANCE OR WORK COVERED BY THE CONTRACT.
BY
THE CONTRACTOR SHALL SUBMIT A REASONABLE CONSTRUCTION SCHEDULE ADDRESSING
ALL POINTS OF CONSTRUCTION TO THE CITY PRIOR TO BEGINNING ANY WORK AND WITH ALL
PAY REQUESTS.
DESCRIPTION
6.
DATE
THE CONTRACTOR SHALL MAINTAIN AN AS BUILT MARKED UP SET OF PLANS, WHICH SHALL BE
TURNED INTO THE ENGINEER WITHIN 30 DAYS AFTER SUBSTANTIAL COMPLETION.
18. ALL CONTRACTOR OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S.
DEPARTMENT OF LABOR, OSHA, "CONSTRUCTION SAFETY AND HEALTH REGULATIONS" AND
ANY AMENDMENTS THERETO.
REV.
5.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
PAY
SCHEDULE
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
G-103
SHEET
3
NUMBER
CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) - PAGE 1 OF 2
1.
COORDINATION
A.
7.
CONTRACTOR PROGRESS MEETINGS - THE OWNER, ENGINEER AND CONTRACTOR WILL HOLD PROGRESS MEETINGS ON A COORDINATED SCHEDULE DURING
CONSTRUCTION. OPERATIONAL SAFETY WILL BE A STANDING AGENDA ITEM IN SUCH MEETINGS.
FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT
THE CONTRACTOR SHALL INSURE THAT THE PAVEMENT SURFACES ARE KEPT CLEAN FROM DIRT, MUD, AND OTHER DEBRIS FROM THE CONTRACTOR'S EQUIPMENT.
FREQUENT CLEAN UP IN THE VICINITY OF CONTRACTOR'S WORK AREAS IS REQUIRED. SEE AC 150/5210-24, FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT
(www.faa.gov) FOR FURTHER INSTRUCTION.
8.
IF ANY CONSTRUCTION VEHICLE OR EQUIPMENT IS OPERATED WITHIN AIRPORT PROPERTY, THE CONTRACTOR MUST BE ADEQUATELY PREPARED TO
EXPEDITIOUSLY CONTAIN AND CLEAN-UP SPILLS RESULTING FROM FUEL OR HYDRAULIC FLUID LEAKS. SPECIAL CARE MUST ALSO BE TAKEN WHEN
HANDLING OR TRANSPORTING HAZARDOUS MATERIALS ON AIRPORT PROPERTY. SEE AC 150/5320-15, MANAGEMENT OF AIRPORT INDUSTRIAL WASTE
(www.faa.gov), FOR FURTHER INSTRUCTION.
PHASING
DURING PERFORMANCE OF THIS PROJECT, THE AIRPORT RUNWAYS, TAXIWAYS, AND AIRCRAFT PARKING APRONS SHALL REMAIN IN USE BY AIRCRAFT TO THE
MAXIMUM EXTENT POSSIBLE. THE PROJECT SHALL BE PHASED TO REDUCE OPERATIONAL IMPACTS AT THE AIRPORT.
IDENTIFICATION OF AFFECTED AREAS - SEE "AIRFIELD AREAS OF OPERATION AFFECTED BY CONSTRUCTION" TABLE AND CONSTRUCTION SAFETY DRAWINGS
FOR AIRFIELD AREAS OF OPERATIONS AFFECTED BY CONSTRUCTION.
MITIGATION EFFORTS - SEE TABLE ON PAGE 2 OF THE CSPP AND CONSTRUCTION SAFETY DRAWINGS FOR MITIGATION EFFORTS OF OPERATIONS AFFECTED BY
CONSTRUCTION.
NOTICES TO AIRMEN (NOTAM) - BEFORE BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST, THROUGH THE AIRPORT
OPERATOR, GIVE NOTICE USING THE NOTAM SYSTEM OF PROPOSED LOCATION, TIME, AND DATE OF COMMENCEMENT OF CONSTRUCTION. UPON
COMPLETION OF WORK AND RETURN OF ALL SUCH AREAS TO STANDARD CONDITIONS, THE CONTRACTOR MUST, THROUGH THE AIRPORT
OPERATOR, VERIFY THE CANCELLATION OF ALL NOTICES ISSUED VIA THE NOTAM SYSTEM.
C.
EMERGENCY NOTIFICATION PROCEDURES - IN THE EVENT OF AN EMERGENCY, THE CONTRACTOR SHALL CALL 911, THEN NOTIFY THE ENGINEER
AND AIRPORT MANAGER.
D.
COORDINATION WITH ARFF PERSONNEL - ANY DEACTIVATION OF WATER LINES OR HYDRANTS, REROUTING OF ACCESS ROUTES, OR USE OF
HAZARDOUS MATERIALS ON THE AIRFIELD SHALL BE COORDINATED AND APPROVED BY THE AIRPORT'S ARFF PERSONNEL PRIOR TO EXECUTION
OF SUCH ACTIVITIES.
E.
NOTIFICATION TO THE FAA - THE CONTRACTOR SHALL ENSURE, THROUGH THE ENGINEER, THAT ALL CONSTRUCTION EQUIPMENT OVER 20 FT IN
HEIGHT IS AIR SPACED THROUGH THE APPROPRIATE FAA REGIONAL OR DISTRICT OFFICE PRIOR TO USING SUCH EQUIPMENT ON SITE.
CONTRACTOR ACCESS
B.
LOCATION OF STOCKPILED MATERIALS - THE CONTRACTOR SHALL INSTALL A TEMPORARY FENCE AROUND HIS CONSTRUCTION STAGING AREA TO SEPARATE
HIS BATCH PLANT, MATERIAL STOCKPILE, EQUIPMENT STORAGE, AND PARKING AREAS FROM THE PUBLIC. NO PERSONAL VEHICLES OF CONTRACTOR'S
EMPLOYEES WILL BE ALLOWED INSIDE THE SECURED AREA OF THE AIRPORT. ALL MATERIAL DELIVERIES SHALL BE RECEIVED IN THE STAGING AREA
RESERVED BY THE CONTRACTOR. NO DELIVERY TRUCKS WILL BE ALLOWED ACCESS TO A SECURED AREA OF THE AIRPORT BEYOND THIS STAGING AREA.
STOCKPILED MATERIALS AND EQUIPMENT ARE NOT PERMITTED WITHIN THE ACTIVE RUNWAY SAFETY AREA AND OBSTACLE FREE ZONE. THE CONTRACTOR
SHALL RECEIVE APPROVAL FROM THE ENGINEER AND FAA AIR SPACING OFFICE PRIOR TO LOCATING STOCKPILES OR EQUIPMENT WITHIN THE OBJECT FREE
AREA, SAFETY AREA, OR OBSTACLE FREE ZONE. NO STOCKPILE SHALL BE GREATER THAN 15-FT IN HEIGHT.
SHUTDOWN OF ANY NAVAID (AIRPORT OR FAA OWNED) SHALL BE COORDINATED WITH THE FAA ATO 45 DAYS PRIOR TO THE PROPOSED
SHUTDOWN.
10.
11.
A.
DAILY INSPECTIONS - THE CONTRACTOR SHALL PERFORM DAILY SAFETY INSPECTIONS TO INSURE ALL CONSTRUCTION OPERATIONS ARE IN
CONFORMANCE WITH THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP).
B.
FINAL INSPECTIONS - PRIOR TO OPENING ANY PORTION OF THE AIRPORT TO TRAFFIC, THE CONTRACTOR, ENGINEER, AND AIRPORT OPERATOR
SHALL PERFORM A SAFETY INSPECTION OF THE AREA TO BE OPENED TO TRAFFIC TO INSURE CONFORMANCE WITH THE CSPP AND FAA
STANDARDS.
OKLAHOMA STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION ACT, REQUIRES TWO WORKING DAYS ADVANCE NOTIFICATION
THROUGH THE ONE-CALL SYSTEM CENTER BEFORE EXCAVATING USING MECHANIZED EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CASE OF AN
EMERGENCY). THE ONE-CALL SYSTEM PHONE NUMBER IS 1-800-522-6549. THE CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY FOR NOT
MAKING THIS CALL. NOT ALL UTILITY COMPANIES ARE MEMBERS OF THE OKLAHOMA ONE-CALL SYSTEM; THEREFORE, THE CONTRACTOR IS ADVISED
TO CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE-CALL SYSTEM.
CONTROL OF GATES - THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SECURITY OF THE ACCESS GATES BY KEEPING THE ACCESS GATE
LOCKED OR GUARDED AT ALL TIMES. SHOULD THE CONTRACTOR FAIL, AT ANY TIME, TO KEEP THE ACCESS GATE LOCKED OR GUARDED, THERE SHALL BE A
FINE OF $200.00 ASSESSED TO THE CONTRACTOR, FOR EACH OCCURRENCE THAT THE CONTRACTOR FAILS TO MAINTAIN THE SECURITY OF THE ACCESS GATE.
ALL FINES ASSESSED TO THE CONTRACTOR SHALL BE DEDUCTED FROM ANY MONIES DUE TO HIM/HER.
WILDLIFE MANAGEMENT
IF APPLICABLE, THE CONTRACTOR SHALL REVIEW AND ADHERE TO THE CONTENTS OF THE AIRPORT OPERATOR'S WILDLIFE HAZARD MANAGEMENT PLAN. THE
CONTRACTOR SHALL ALSO REVIEW AC 150/5200-33, HAZARDOUS WILDLIFE ATTRACTANTS ON OR NEAR AIRPORTS, AND CERTALERT 98-05, GRASSES ATTRACTIVE TO
HAZARDOUS WILDLIFE (www.faa.gov). THE CONTRACTOR SHALL CAREFULLY CONTROL AND CONTINUOUSLY REMOVE WASTE OR LOOSE MATERIALS THAT MIGHT
ATTRACT WILDLIFE. CONTRACTOR PERSONNEL MUST BE AWARE OF AND AVOID CONSTRUCTION ACTIVITIES THAT CAN CREATE WILDLIFE HAZARDS ON AIRPORTS.
THE CONTRACTOR SHALL MITIGATE THE FOLLOWING ITEMS.
A.
TRASH - THE CONTRACTOR SHALL PERFORM TRASH CLEAN-UP ON A DAILY BASIS.
B.
STANDING WATER - THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE DURING CONSTRUCTION TO AVOID STANDING WATER.
C.
TALL GRASS AND SEEDS - THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF SECTION T-901, SEEDING OF THE CONTRACT DOCUMENTS AND
SPECIFICATIONS.
D.
POORLY MAINTAINED FENCING AND GATES - THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DAMAGE TO GATES OR FENCES. THE CONTRACTOR WILL BE
RESPONSIBLE FOR REPAIRS TO ANY GATES OR FENCES CAUSED BY NEGLIGENCE BY THE CONTRACTOR.
E.
DISRUPTION OF EXISTING WILDLIFE HABITAT - THE CONTRACTOR SHALL NOTIFY THE AIRPORT IMMEDIATELY OF ANY WILDLIFE SIGHTINGS.
UNDERGROUND UTILITIES
UNDERGROUND UTILITIES EXIST WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE THESE
UTILITIES ON THE PLANS. HOWEVER, ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES MAY VARY FROM
THE LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION, THE CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE
ARRANGEMENTS FOR THE LOCATION OF THE UTILITIES ON THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKINGS UNTIL
THEY ARE NO LONGER NECESSARY.
ALL CONSTRUCTION VEHICLES SHALL BE CLEARLY IDENTIFIED FOR CONTROL PURPOSES BY PROMINENTLY DISPLAYING THE COMPANY NAME ON EACH SIDE
OF THE VEHICLE. THE IDENTIFICATION SYMBOLS SHOULD BE A MINIMUM 8-INCH BLOCK-TYPE CHARACTERS OF A CONTRASTING COLOR AND EASY TO READ.
THEY MAY BE APPLIED EITHER BY USING TAPE OR A WATER-SOLUABLE PAINT TO FACILITATE REMOVAL. MAGNETIC SIGNS ARE ALSO ACCEPTABLE. IN
ADDITION, VEHICLES MUST DISPLAY IDENTIFICATION MEDIA,
C.
INSPECTION REQUIREMENTS
VEHICLE AND PEDESTRIAN OPERATIONS - SEE THE CONSTRUCTION SAFETY DRAWINGS FOR CONSTRUCTION SITE PARKING, EQUIPMENT STORAGE AREAS,
AND ACCESS AND HAUL ROUTES. VEHICULAR TRAFFIC SHALL ALWAYS YIELD TO AIRCRAFT TRAFFIC.
WHEN ANY VEHICLE, OTHER THAN ONE THAT HAS PRIOR APPROVAL FROM THE AIRPORT OPERATOR, MUST TRAVEL OVER ANY PORTION OF AN AIRCRAFT
MOVEMENT AREA, IT WILL BE ESCORTED AND PROPERLY IDENTIFIED. TO OPERATE IN THOSE AREAS DURING DAYLIGHT HOURS, THE VEHICLE MUST HAVE A
FLAG OR BEACON ATTACHED TO IT. ANY VEHICLE OPERATING ON THE MOVEMENT AREAS DURING HOURS OF DARKNESS OR REDUCED VISIBILITY MUST BE
EQUIPPED WITH A FLASHING DOME-TYPE LIGHT, THE COLOR OF WHICH IS IN ACCORDANCE WITH LOCAL OR STATE CODES.
Digitally Signed: 05/26/2015
12.
PENALTIES
FAILURE OF THE CONTRACTOR (INCLUDING EMPLOYEES) OR ANY OF HIS SUBCONTRACTORS (INCLUDING EMPLOYEES) TO COMPLY WITH THE
AIRPORT SAFETY PLAN, OR ANY OF THE OTHER REQUIREMENTS OF THE AIRPORT WHILE OPERATING ON AIRPORT PROPERTY, SHALL BE SUBJECT TO
THE FOLLOWING:
A.
FIRST OFFENSE - THE CONTRACTOR SHALL RECEIVE A FINE OF $1,000.00, AND THE VEHICLE OPERATOR WILL RECEIVE A LOSS OF DRIVING
PRIVILEGES ON THE AIRPORT. IN ADDITION, ANY FINES OR PENALTIES IMPOSED ON THE AIRPORT AS A RESULT OF THE INCIDENT WILL BE
ASSESSED TO THE CONTRACTOR.
B.
SECOND OFFENSE - THE CONTRACTOR SHALL RECEIVE A FINE OF $5,000.00 TO BE DEDUCTED FROM ANY MONIES DUE HIM, AND THE VEHICLE
OPERATOR WILL RECEIVE A LOSS OF DRIVING PRIVILEGES ON THE AIRPORT. IN ADDITION, ANY FINE OR PENALTIES IMPOSED ON THE AIRPORT
AS A RESULT OF THE INCIDENT WILL BE ASSESSED TO THE CONTRACTOR.
C.
THIRD OFFENSE - WORK WILL BE SUSPENDED. THE CONTRACTOR (INCLUDING EMPLOYEES) AND ANY OF HIS SUBCONTRACTORS (INCLUDING
EMPLOYEES) WHO WILL OPERATE GROUND VEHICLES ON THE AIRPORT SHALL SUCCESSFULLY COMPLETE, FOR A SECOND TIME, FORMALIZED
AIRPORT SAFETY TRAINING, TO BE CONDUCTED BY AIRPORT STAFF. WHEN THE CONTRACTOR'S EMPLOYEES HAVE COMPLETED AIRPORT
SAFETY TRAINING TO THE SATISFACTION OF THE OWNER, WORK MAY CONTINUE AT THE DISCRETION OF THE OWNER.
RUNWAY AND TAXIWAY REMARKING
A.
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B.
PROTECTION OF NAVIGATION AIDS (NAVAIDS)
THE CONTRACTOR MUST NOT CONDUCT ANY CONSTRUCTION ACTIVITY WITHIN NAVIGATIONAL AID RESTRICTED AREAS WITHOUT PRIOR APPROVAL FROM THE LOCAL
FAA AIRWAY FACILITIES SECTOR REPRESENTATIVE. NAVIGATIONAL AIDS INCLUDE INSTRUMENT LANDING SYSTEM COMPONENTS AND VERY HIGH-FREQUENCY
OMNI-DIRECTIONAL RANGE AIRPORT SURVEILLANCE RADAR. SUCH RESTRICTED AREAS ARE DEPICTED ON CONSTRUCTION PLANS.
6.
LIST OF RESPONSIBLE REPRESENTATIVES - A POINT OF CONTACT LIST WILL BE COMPLETED AS PART OF THE SAFETY PLAN COMPLIANCE
DOCUMENT (SPCD) AND WILL BE DELIVERED TO ALL PARTIES PRIOR TO CONSTRUCTION.
ALVA, OKLAHOMA
B.
5.
A.
AREAS OF OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY
A.
4.
CONSTRUCTION SAFETY DRAWINGS - SEE SHEET G-106 THROUGH G-107 FOR CONSTRUCTION SAFETY DRAWINGS.
NOTIFICATION OF CONSTRUCTION ACTIVITIES
BY
3.
9.
ALVA REGIONAL AIRPORT
B.
PHASE ELEMENTS - IF NECESSARY FOR A GIVEN PHASE, EACH PHASE OF THE CONSTRUCTION SAFETY DRAWINGS SHALL DETAIL THE AREAS CLOSED TO
AIRCRAFT OPERATIONS, ESTIMATED DURATION OF CLOSURES, TAXI ROUTES, ARFF ACCESS ROUTES, CONSTRUCTION STAGING AREAS, CONSTRUCTION
ACCESS AND HAUL ROUTES, NAVAID IMPACTS, LIGHTING AND MARKING CHANGES, AVAILABLE RUNWAY LENGTH, DECLARED DISTANCES, HAZARD MARKING
AND LIGHTING, AND REQUIRED LEAD TIME FOR NOTAMS.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
DESCRIPTION
A.
HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT
DATE
2.
SCOPE OR SCHEDULE CHANGES - THE OWNER AND/OR ENGINEER WILL CALL SUCH COORDINATION CONFERENCES AS MAY SEEM EXPEDIENT TO HIM FOR THE
PURPOSE OF ASSURING COORDINATION OF THE WORK COVERED BY THIS CONTRACT AND/OR SCOPE OR SCHEDULE CHANGES. THE CONTRACTOR SHALL
ATTEND ALL SUCH CONFERENCES.
REV.
B.
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
G-104
SHEET
4
NUMBER
CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) - PAGE 2 OF 2
13.
SPECIAL CONDITIONS
THERE ARE NO SPECIAL CONDITIONS
AIRFIELD AREAS AFFECTED BY CONSTRUCTION
A.
GENERAL - ALL AIRPORT MARKINGS, LIGHTING, SIGNS, AND VISUAL NAVAIDS THAT ARE IN OPERATION MUST BE CLEAR FROM ALL OBSTRUCTIONS. ALL TEMPORARY
MARKINGS, SIGNS, LIGHTS, OR OTHER VISUAL AIDS MUST BE SECURED IN PLACE TO PREVENT PROP WASH, JET BLAST, WING VORTICES, OR OTHER WIND CURRENTS.
MARKINGS - ALL TEMPORARY OR PERMANENT RUNWAY AND TAXIWAY VISUAL AIDS SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENT EDITION OF FAA AC 150/5340-1
(www.faa.gov). MARKINGS FOR THIS PROJECT INCLUDE THE FOLLOWING:
PERMANENTLY CLOSED RUNWAYS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBLITERATING THE THRESHOLD MARKINGS, RUNWAY DESIGNATION MARKINGS, TOUCHDOWN
ZONE MARKINGS, AND PLACING RUNWAY CLOSURE MARKERS AT EACH END OF THE RUNWAY AND AT 1,000-FT INTERVALS. SEE DETAILS ON CONSTRUCTION SAFETY DRAWINGS
FOR CLOSED RUNWAY MARKER DETAIL.
TEMPORARILY CLOSED RUNWAYS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING RUNWAY CLOSURE MARKERS ON TOP OF THE
RUNWAY DESIGNATION MARKERS. SEE DETAILS ON CONSTRUCTION SAFETY DRAWINGS FOR CLOSED RUNWAY MARKER DETAIL.
OPERATIONAL
REQUIREMENTS
EXISTING (NORMAL)
PHASE A
PHASE B
PHASE C
RUNWAY 18-36 ARC
B-II
CLOSED
B-II
B-II
RUNWAY 18
APPROACH MINIMUMS
RUNWAY 36
APPROACH MINIMUMS
1 MILE
CLOSED
1 MILE
1 MILE
1 MILE
CLOSED
1 MILE
1 MILE
TORA: 5,000'
CLOSED
TORA: 5,000'
TORA: 5,000'
TODA: 5,000'
CLOSED
TODA: 5,000'
TODA: 5,000'
ASDA: 5,000'
CLOSED
ASDA: 5,000'
ASDA: 5,000'
LDA: 5,000'
CLOSED
LDA: 5,000'
LDA: 5,000'
TORA: 5,000'
CLOSED
TORA: 5,000'
TORA: 5,000'
TODA: 5,000'
CLOSED
TODA: 5,000'
TODA: 5,000'
ASDA: 5,000'
CLOSED
ASDA: 5,000'
ASDA: 5,000'
LDA: 5,000'
CLOSED
LDA: 5,000'
LDA: 5,000'
NDB, GPS
CLOSED
NDB, GPS
NDB, GPS
NDB, GPS
CLOSED
NDB, GPS
NDB, GPS
RUNWAY 18 NAVAIDS
PAPI, REIL
CLOSED
PAPI, REIL
PAPI, REIL
RUNWAY 36 NAVAIDS
PAPI, REIL
CLOSED
PAPI, REIL
PAPI, REIL
RUNWAY 18
DECLARED DISTANCES
PARTIALLY CLOSED RUNWAYS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY MARKING AND LIGHTING FOR THE
PARTIALLY CLOSED RUNWAY. SEE DETAILS ON CONSTRUCTION SAFETY DRAWINGS FOR PARTIALLY CLOSED RUNWAY DETAIL.
TEMPORARILY CLOSED TAXIWAYS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING TAXIWAY CLOSURE MARKERS AT THE ENTRANCE
TO THE CLOSED TAXIWAY FROM THE ADJACENT RUNWAY. THE TAXIWAY CLOSURE MARKERS SHALL BE INSTALLED INSIDE THE RUNWAY SAFETY AREA. THE CONTRACTOR SHALL
ALSO FURNISH AND INSTALL LOW PROFILE BARRICADES AT THE ENTRANCE TO THE CLOSED TAXIWAY FROM AN ADJACENT TAXIWAY. BARRICADES SHALL BE INSTALLED OUTSIDE
ALL ACTIVE TAXIWAY SAFETY AREAS. SEE DETAILS ON CONSTRUCTION SAFETY DRAWINGS FOR CLOSED TAXIWAY MARKER AND LOW-PROFILE AIRCRAFT BARRICADE DETAILS.
C.
LIGHTING AND VISUAL NAVAIDS - ALL TEMPORARY LIGHTING FOR RUNWAY AND TAXIWAY SYSTEMS SHALL CONFORM TO THE REQUIREMENTS OF THE
MOST RECENT EDITION OF FAA AC 150/5340-30 AND 150/5345-50 (www.faa.gov). THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING
ISOLATION TRANSFORMERS ASSOCIATED WITH ANY RUNWAY OR TAXIWAY LIGHT FIXTURES THAT ARE BEING DISCONNECTED.
RUNWAY 18
APPROACH PROCEDURES
RUNWAY 36
APPROACH PROCEDURES
IF APPLICABLE, ALL CONSTRUCTION, ALTERATION, OR REMOVAL OF FAA OWNED EQUIPMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE APPROVED FAA
REIMBURSABLE AGREEMENT. NO WORK SHALL BE COMPLETED ON FAA OWNED EQUIPMENT PRIOR TO COMPLETION OF THE FAA REIMBURSABLE AGREEMENT.
D.
SIGNS - THE CONTRACTOR SHALL INSTALL ALL SIGNS IN ACCORDANCE WITH THE MOST RECENT EDITION OF FAA AC 150/5345-44 AND 150/5340-18. ANY SIGN THAT IS NOT
PERFORMING ITS NORMAL FUNCTION MUST BE COVERED OR REMOVED TO PREVENT MISLEADING PILOTS.
Digitally Signed: 05/26/2015
MARKING AND SIGNS FOR ACCESS ROUTES
18.
EQUIPMENT - THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN LOW-PROFILE BARRICADES IN HAZARDOUS AREAS INSIDE MOVEMENT AREAS. BARRICADES SHALL RESTRICT
ACCESS AND MAKE HAZARDS OBVIOUS TO AIRCRAFT, PERSONNEL, AND VEHICLES. DURING PERIODS OF LOW VISIBILITY AND AT NIGHT, BARRICADES SHALL BE EQUIPPED WITH RED
FLASHING OR STEADY BURNING LIGHTS. THE SPACING OF BARRICADES SHALL BE SUCH THAT A BREACH IS
PHYSICALLY PREVENTED BARRING A DELIBERATE ACT. IF BARRICADES ARE INTENDED TO PREVENT PEDESTRIANS, THEN THEY SHALL BE LINKED. SEE
DETAILS ON CONSTRUCTION SAFETY DRAWINGS FOR LOW-PROFILE AIRCRAFT BARRICADE DETAIL.
RUNWAY END NUMBER
AIRPLANE
DESIGN GROUP
AIRCRAFT
APPROACH CATEGORY
RUNWAY 18-36
II
B
MINIMUM SAFETY AREA
MINIMUM UNOBSTRUCTED
PRIOR TO THE THRESHOLD
APPROACH SLOPE
300-FT
34:1
RSA WIDTH
DIVIDED BY 2
250-FT
PROTECTION OF SAFETY AREAS, OBJECT FREE AREAS, OBJECT FREE ZONES, AND APPROACH/DEPARTURE SURFACES.
A.
RUNWAY SAFETY AREAS (RSA) - NO WORK SHALL BE PERMITTED WITHIN AN ACTIVE RUNWAY SAFETY AREA. IF REQUIRED, ADJUSTMENTS TO THE RSA DIMENSIONS THROUGH
RESTRICTED OPERATIONS SHALL BE COORDINATED WITH THE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL INSURE ADEQUATE DISTANCE PROTECTION FOR BLAST PROJECTION, AS NEEDED. ALL OPEN TRENCHES OR EXCAVATIONS WITHIN THE
LIMITS OF THE RSA SHALL BE BACK FILLED OR COVERED PRIOR TO OPENING THE RUNWAY TO OPERATIONS. IN ADDITION, EROSION CONTROL MEASURES
SHALL BE PROVIDED IN THE RSA TO PREVENT RUTS, HUMPS, OR DEPRESSIONS INSIDE THE LIMITS OF THE RSA.
B.
RUNWAY OBJECT FREE AREAS (ROFA) - NO MATERIAL SHALL BE STOCKPILED INSIDE THE LIMITS OF THE ACTIVE ROFA UNLESS APPROVED BY AIR
SPACING THROUGH THE APPROPRIATE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE.
C.
TAXIWAY SAFETY AREAS (TSA) - NO WORK SHALL BE PERMITTED WITHIN AN ACTIVE TSA. IF REQUIRED, ADJUSTMENTS TO THE TAXIWAY TSA DIMENSIONS THROUGH RESTRICTED
OPERATIONS SHALL BE COORDINATED WITH THE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE PRIOR TO CONSTRUCTION. ALL OPEN
TRENCHES OR EXCAVATIONS WITHIN THE LIMITS OF THE TSA SHALL BE BACK FILLED OR COVERED PRIOR TO OPENING THE TAXIWAY TO OPERATIONS. IN
ADDITION, EROSION CONTROL MEASURES SHALL BE PROVIDED IN THE TSA TO PREVENT RUTS, HUMPS, OR DEPRESSIONS INSIDE THE LIMITS OF THE
TSA.
D.
TAXIWAY OBJECT FREE AREAS (TOFA) - NO CONSTRUCTION SHALL BE PERMITTED INSIDE AN ACTIVE TOFA UNLESS THE TAXIWAY HAS BEEN RESTRICTED
TO OPERATIONS REQUIRING A TOFA EQUAL TO THAT OF THE TOFA AVAILABLE. IF REQUIRED, CONSTRUCTION MAY BE PERMITTED INSIDE THE TOFA IF THE TAXIWAY CENTERLINE
MARKINGS ARE OFFSET WITH CENTERLINE REFLECTORS OR LIGHTING, OR APPROPRIATE NOTAMS ARE ISSUED. CONSTRUCTION MAY ALSO BE
PERMITTED INSIDE THE TOFA IF A FIVE FOOT WING TIP CLEARANCE IS MAINTAINED FOR ALL CONSTRUCTION EQUIPMENT AND VEHICLES. IN THIS
SCENARIO, FLAGGERS AND WING WALKERS MUST BE USED TO DIRECT TRAFFIC THROUGH THE CONSTRUCTION SITE.
E.
OBSTACLE FREE ZONE (OFZ) - NO PERSONNEL, MATERIAL, OR EQUIPMENT SHALL PENETRATE THE OFZ WHILE THE RUNWAY IS OPEN TO OPERATIONS.
THE DIMENSIONS OF THE OFZ ARE AS DEFINED IN FAA AC 150/5300-13 (www.faa.gov).
F.
APPROACH/DEPARTURE SURFACES - ALL CONTRACTOR PERSONNEL, MATERIALS, AND EQUIPMENT SHALL REMAIN CLEAR OF THE APPLICABLE THRESHOLD
SITING SURFACES AS DEFINED IN APPENDIX 2, "RUNWAY END SITING REQUIREMENTS" OF FAA AC 150/5300-13 (www.faa.gov). CONSTRUCTION ACTIVITIES
THAT REQUIRE PENETRATION INTO THE THRESHOLD SITING SURFACE SHALL BE ACCOMPLISH THROUGH DISPLACING OR PARTIALLY CLOSING THE RUNWAY.
SUCH CONSTRUCTION ACTIVITIES SHALL REQUIRE COORDINATION WITH THE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE.
OTHER LIMITATIONS ON CONSTRUCTION
A.
#5 REBAR
ROLLED PLASTIC
NOTE:
1. PLASTIC SHALL HAVE #5 REBAR
ROLLED UNDER EDGES OF MARKING
AND HAVE SANDBAGS PLACED ON
TOP OF REBAR EDGE TO SECURE IN
PLACE.
2. SANDBAG COLOR SHALL MATCH
MARKING COLOR.
1
ROLLED PLASTIC DETAIL
SCALE: NONE
SEE DETAIL 2 ROLLED
PLASTIC DETAIL THIS SHEET
BLACK BACKGROUND SHALL BE
CONSTRUCTED OF BLACK
PLASTIC, PAINTED PLYWOOD, OR
OTHER APPROVED MATERIAL
YELLOW CLOSED RUNWAY
MARKER, WEIGHT MARKER WITH
YELLOW WEIGHT TO PREVENT
DISPLACEMENT
2
RUNWAY CENTERLINE
PLASTIC CLOSED RUNWAY MARKER
SCALE: NONE
ALVA, OKLAHOMA
17.
RUNWAY DATA
10
25 '
'
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Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:48 PM Plotter used: DWG To PDF.pc3
B.
PURPOSE - HAZARD MARKING AND LIGHTING PREVENTS PILOTS FROM ENTERING AREAS CLOSED TO AIRCRAFT AND PREVENTS CONTRACTOR PERSONNEL
FROM ENTERING AREAS OPEN TO AIRCRAFT.
RUNWAY AND TAXIWAY REMARKING
A.
REV.
HAZARD MARKING AND LIGHTING
60
'
16.
DATE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL NECESSARY MARKINGS AND SIGNAGE FOR ALL ACCESS ROUTES TO AND FROM THE SITE TO BE USED BY
CONTRACTOR PERSONNEL, SUBCONTRACTOR PERSONNEL, OR DELIVERY OPERATIONS. ALL SIGNAGE IN THE AIR OPERATIONS AREA SHALL BE FRANGIBLY MOUNTED.
ALVA REGIONAL AIRPORT
15.
RUNWAY 36
DECLARED DISTANCES
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
BY
RUNWAY AND TAXIWAY VISUAL AIDS
DESCRIPTION
14.
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
PROHIBITIONS - THE USE OF TALL EQUIPMENT (I.E. CRANES, CONCRETE PUMPS) SHALL NOT BE PERMITTED UNLESS APPROVED BY THE ENGINEER.
0
OPEN FLAME WELDING AND TORCH CUTTING OPERATIONS ARE NOT PERMITTED UNLESS ADEQUATE FIRE SAFETY PRECAUTIONS ARE PROVIDED AND THESE OPERATIONS ARE
AUTHORIZED BY THE AIRPORT OPERATOR AND THE ENGINEER.
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
ELECTRICAL BLASTING CAPS SHALL NOT BE PERMITTED WITHIN 1,000-FT OF THE AIRPORT PROPERTY. FLARE POTS ARE NOT PERMITTED WITHIN THE AIR OPERATIONS AREA.
G-105
SHEET
5
NUMBER
LIMITS OF PHASE 1 CONSTRUCTION
LIMITS OF PHASE 1 CONSTRUCTION
1
4
2
3
RW 18-36
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
Digitally Signed: 05/26/2015
ES
BY
EP
DESCRIPTION
MS
CONTRACTOR EQUIPMENT STORAGE
EP
CONTRACTOR EMPLOYEE PARKING
MS
CONTRACTOR MATERIAL STOCKPILE
PHASE I - SITE PREPARATION, MOBILIZATION, AND STAGE
VEHICLES, EQUIPMENT AND MATERIALS,
LOCKOUT/TAGOUT. CLOSE RUNWAY 18-36, PLACE
CONSTRUCTION BARRICADES AND MARKERS.
REMOVE DESIGNATED MARKINGS FROM RUNWAY,
PLACE NEW MARKINGS, MAKE ELECTRICAL SPLICES
AND PLACE THRESHOLD LIGHTS.
CONTRACTOR ACCESS/HAUL ROUTE
RUNWAY CLOSURE X
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-G100-CSP03.dwg Last Save: 5/21/2015 9:24 AM Last saved by: Jmfarris
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:48 PM Plotter used: DWG To PDF.pc3
PHASE I BARRICADES AND MARKERS
FLASHING RED CAUTION LIGHT
SECURED TO BARRICADE
IMUM
N
8' MI
AIRSPACE REVIEW POINTS - PHASE I
CONTRACT TIME
LATITUDE
WORKING DAYS
POINT
LONGITUDE
HIGH IMPACT, UV RESISTANT
POLYETHYLENE 10" x 96" x 10"
ORANGE AND/OR WHITE IN
COLOR
PHASE 1
1
PHASE 2
2
PHASE 3
3
NOTES:
4
1.
BARRICADES SHALL MEET THE REQUIREMENTS OF THE CURRENT FAA ADVISORY
CIRCULAR 150/5370-2 AND BE APPROVED BY THE ENGINEER.
2.
CONTRACTOR SHALL WEIGHT BARRICADE TO PREVENT DISPLACEMENT.
THE METHOD SHALL BE APPROVED BY THE ENGINEER.
3.
BARRICADES SHALL BE LOCATED AS DEFINED IN THE CONSTRUCTION SAFETY
AND PHASING PLAN (CSPP).
NOTES:
COMMUNICATION
1.
AVK UNICOM 122.8
EMERGENCY NUMBERS: (TO BE CALLED IN THIS ORDER)
1. 911
2. (580) 327-2998, GREG MURRAY, AIRPORT MANAGER
2.
CONTRACTOR SHALL CHECK BARRICADES AND MARKERS
DAILY TO INSURE BARRICADES AND MARKERS ARE IN THE
APPROPRIATE LOCATION, ARE SECURED, AND
REFLECTORS/LIGHTS ARE IN WORKING CONDITION.
INTERSECTIONS SHALL BE SEQUENCED TO ALLOW MAXIMUM
TENANT ACCESS.
2
MEN AND EQUIPMENT ON AIRPORT PROPERTY.
RUNWAY 18-36 CLOSED
MEN AND EQUIPMENT ON RUNWAY 18-36
RUNWAY 17-35 DAYTIME VFR ONLY
PHASE II - SWITCH RUNWAY CLOSURES, RELOCATE
BARRICADES AND MARKERS, REMOVE RUNWAY
17-35 MARKINGS, PLACE NEW TAXIWAY MARKINGS.
INSTALL NEW RETROREFLECTORS.
REFLECTIVE ORANGE OR
ARP
NOTAMS
1.
2.
3.
4.
LOW PROFILE AIRCRAFT
BARRICADE (MOVEMENT AREAS)
NOTAMS
1.
2.
3.
4.
MEN AND EQUIPMENT ON AIRPORT PROPERTY.
RUNWAY 17-35 CLOSED
MEN AND EQUIPMENT ON RUNWAY 17-35
RUNWAY 18-36 DAYTIME VFR ONLY
PHASE III - SWITCH RUNWAY END CLOSURES, RELOCATE
BARRICADES AND MARKERS, REMOVE REMAINGING
RUNWAY 17-35 MARKINGS, PLACE NEW TAXIWAY
MARKINGS. INSTALL NEW RETROREFLECTORS.
NOTAMS
1.
2.
3.
4.
RUNWAY AND TAXIWAY REMARKING
ES
ALVA, OKLAHOMA
SEQUENCE OF CONSTRUCTION:
ALVA REGIONAL AIRPORT
SCALE: NONE
LEGEND
DATE
PHASE I: RUNWAY 18-36 ENDS
REV.
1
MEN AND EQUIPMENT ON AIRPORT PROPERTY.
RUNWAY 17-35 CLOSED
MEN AND EQUIPMENT ON RUNWAY 17-35
RUNWAY 18-36 DAYTIME VFR ONLY
PROJECT CLOSEOUT - CLEAN UP PROJECT SITE AND
STAGING AREA, DEMOBILIZATION, CANCEL PROJECT
NOTAMS, SET POST PROJECT NOTAM OF "RUNWAY
17-35 CLOSED FOR TAKE-OFF AND LANDING, USEABLE
FOR TAXI MANUEVERS."
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
JHA
DRAWN BY:
SCALE: NONE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
3. (405) 208-3759, JOE SOBER, GARVER, LLC
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
G-106
SHEET
6
NUMBER
LIMITS OF PHASE II
CONSTRUCTION
5
7
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
6
8
ES
EP
MS
CONTRACTOR EMPLOYEE PARKING
POINT
MS
CONTRACTOR MATERIAL STOCKPILE
5
9
CONTRACTOR ACCESS/HAUL ROUTE
6
10
RUNWAY CLOSURE MARKER
7
11
PHASE II BARRICADES AND MARKERS
8
12
LATITUDE
LONGITUDE
RUNWAY / TAXIWAY CLOSURE MARKER
LIMITS OF PHASE III
CONSTRUCTION
12
9
10
11
POINT
LATITUDE
LONGITUDE
RUNWAY AND TAXIWAY REMARKING
EP
PHASE III BARRICADES AND MARKERS
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-G100-CSP04.dwg Last Save: 5/21/2015 8:38 AM Last saved by: Jmfarris
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:48 PM Plotter used: DWG To PDF.pc3
AIRSPACE REVIEW POINTS - PHASE III
ALVA, OKLAHOMA
AIRSPACE REVIEW POINTS - PHASE II
CONTRACTOR EQUIPMENT STORAGE
ALVA REGIONAL AIRPORT
SCALE: NONE
ES
DATE
PHASE II - RUNWAY 17 END
REV.
1
LEGEND
DESCRIPTION
BY
Digitally Signed: 05/26/2015
ES
EP
MS
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
2
PHASE III - RUNWAY 35 END
SCALE: NONE
DRAWING NUMBER
G-107
SHEET
7
NUMBER
REMOVE NUMBER 3 AND NUMBER 6
3,596 S.F.
58' x 62' AREA
REMOVE RUNWAY CENTERLINE STRIPE
300 S.F.
GENERAL NOTES:
RW 36-18
1.
EXISTING PAVEMENT MARKINGS SHOWN FOR
SPATIAL REFERENCE.
2.
REMOVE PAVEMENT MARKINGS AS CALLED
OUT. IF AN AREA IS DEFINED AROUND
ADJACENT MARKINGS PERFORM REMOVAL
PROCESS FOR ENTIRE AREA SHOWN.
3.
ONLY HIGH PRESSURE WATER OR SAND
BLASTING IS ALLOWED FOR THE REMOVAL
OF EXISTING PAINT MARKINGS.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
RW 36-18
RUNWAY AND TAXIWAY REMARKING
REMOVE RUNWAY CENTERLINE STRIPE
300 S.F.
ALVA, OKLAHOMA
ALVA REGIONAL AIRPORT
REMOVE NUMBER 1 AND NUMBER 8
2,728 S.F.
44' x 62' AREA
PAVEMENT
MARKING
REMOVAL I
KEYMAP
TW B4
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C100-RM01.dwg Last Save: 5/26/2015 3:19 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:42 PM Plotter used: DWG To PDF.pc3
REV.
DATE
TW B1
DESCRIPTION
BY
Digitally Signed: 05/26/2015
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-101
SHEET
8
NUMBER
REMOVE THRESHOLD MARKING
750 S.F.
REMOVE NUMBER 3 AND NUMBER 5
3,596 S.F.
58' x 62' AREA
GENERAL NOTES:
1.
EXISTING PAVEMENT MARKINGS SHOWN FOR
SPATIAL REFERENCE.
2.
REMOVE PAVEMENT MARKINGS AS CALLED
OUT. IF AN AREA IS DEFINED AROUND
ADJACENT MARKINGS PERFORM REMOVAL
PROCESS FOR ENTIRE AREA SHOWN.
3.
ONLY HIGH PRESSURE WATER OR SAND
BLASTING IS ALLOWED FOR THE REMOVAL
OF EXISTING PAINT MARKINGS.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
Digitally Signed: 05/26/2015
DESCRIPTION
REMOVE TAXIWAY CENTERLINE MARKINGS
TO HOLDLINE 58 S.F.
DATE
REMOVE HOLDLINE MARKINGS
150 S.F.
RUNWAY AND TAXIWAY REMARKING
ALVA REGIONAL AIRPORT
REV.
MATCHLINE SHEET C-103
REMOVE ALL CENTERLINE STRIPES
180 S.F. EACH
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C100-RM02.dwg Last Save: 5/26/2015 12:53 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:42 PM Plotter used: DWG To PDF.pc3
LIMITS OF REMOVAL
ALVA, OKLAHOMA
TW A1
BY
MATCHLINE
REMOVE ARROW HEAD AND TAIL
1,242 S.F.
18' x 69' AREA
REMOVE 3 ARROW HEADS
2,632 S.F.
56' x 47' AREA
REMOVE 6 THRESHOLD BARS
9,792 S.F.
64' x 153' AREA
PAVEMENT
MARKING
REMOVAL II
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-102
SHEET
9
NUMBER
TW B2
LIMITS OF REMOVAL
REMOVE AIMING POINT LINES
2 AT 1,500 S.F. EACH
REMOVE ALL CENTERLINE STRIPES
180 S.F. EACH
GENERAL NOTES:
MATCHLINE
61'
MATCHLINE SHEET C-102
REMOVE TAXIWAY CENTERLINE MARKING
40 S.F.
1.
EXISTING PAVEMENT MARKINGS SHOWN FOR
SPATIAL REFERENCE.
2.
REMOVE PAVEMENT MARKINGS AS CALLED
OUT. IF AN AREA IS DEFINED AROUND
ADJACENT MARKINGS PERFORM REMOVAL
PROCESS FOR ENTIRE AREA SHOWN.
3.
ONLY HIGH PRESSURE WATER OR SAND
BLASTING IS ALLOWED FOR THE REMOVAL
OF EXISTING PAINT MARKINGS.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
BY
Digitally Signed: 05/26/2015
DESCRIPTION
TW A2
REMOVE HOLDLINE MARKINGS
150 S.F.
RUNWAY AND TAXIWAY REMARKING
ALVA, OKLAHOMA
ALVA REGIONAL AIRPORT
MATCHLINE SHEET C-104
REMOVE ALL CENTERLINE STRIPES
180 S.F. EACH
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C100-RM03.dwg Last Save: 5/26/2015 12:54 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:42 PM Plotter used: DWG To PDF.pc3
REV.
AL
V
O
EM
R
F
SO
T
I
M
I
L
REMOVE HOLDLINE MARKINGS
150 S.F.
DATE
REMOVE TAXIWAY
LEAD IN LINE TO
HOLDLINE MARKING
335 S.F.
REMOVE TAXIWAY LEAD IN LINE
TO HOLDLINE MARKING
335 S.F.
PAVEMENT
MARKING
REMOVAL III
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-103
SHEET
10
NUMBER
REMOVE ALL CENTERLINE STRIPES
180 S.F. EACH
MATCHLINE
MATCHLINE SHEET C-103
GENERAL NOTES:
1.
EXISTING PAVEMENT MARKINGS SHOWN FOR
SPATIAL REFERENCE.
2.
REMOVE PAVEMENT MARKINGS AS CALLED
OUT. IF AN AREA IS DEFINED AROUND
ADJACENT MARKINGS PERFORM REMOVAL
PROCESS FOR ENTIRE AREA SHOWN.
3.
ONLY HIGH PRESSURE WATER OR SAND
BLASTING IS ALLOWED FOR THE REMOVAL
OF EXISTING PAINT MARKINGS.
BY
Digitally Signed: 05/26/2015
TW A3
DATE
REMOVE HOLDLINE MARKINGS
150 S.F.
TW A3
REMOVE TAXIWAY LEAD IN LINE
TO HOLDLINE MARKING
335 S.F.
RUNWAY AND TAXIWAY REMARKING
ALVA REGIONAL AIRPORT
MATCHLINE SHEET C-105
MATCHLINE
REMOVE ALL CENTERLINE STRIPES
180 S.F. EACH
REV.
LIMITS OF REMOVAL
ALVA, OKLAHOMA
REMOVE HOLDLINE MARKINGS
150 S.F.
DESCRIPTION
REMOVE TAXIWAY LEAD IN LINE
TO HOLDLINE MARKING
335 S.F.
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C100-RM04.dwg Last Save: 5/26/2015 12:54 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:42 PM Plotter used: DWG To PDF.pc3
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
PAVEMENT
MARKING
REMOVAL IV
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
LIMITS OF REMOVAL
C-104
SHEET
11
NUMBER
TW B3
LIMITS OF REMOVAL
REMOVE TAXIWAY CENTERLINE MARKING
40 S.F.
REMOVE ALL CENTERLINE STRIPES
180 S.F. EACH
GENERAL NOTES:
1.
EXISTING PAVEMENT MARKINGS SHOWN FOR
SPATIAL REFERENCE.
2.
REMOVE PAVEMENT MARKINGS AS CALLED
OUT. IF AN AREA IS DEFINED AROUND
ADJACENT MARKINGS PERFORM REMOVAL
PROCESS FOR ENTIRE AREA SHOWN.
3.
ONLY HIGH PRESSURE WATER OR SAND
BLASTING IS ALLOWED FOR THE REMOVAL
OF EXISTING PAINT MARKINGS.
Digitally Signed: 05/26/2015
DESCRIPTION
REMOVE TAXIWAY LEAD IN LINE
TO HOLDLINE MARKING
335 S.F.
REMOVE HOLDLINE MARKINGS
250 S.F.
DATE
REMOVE HOLDLINE MARKINGS
250 S.F.
RUNWAY AND TAXIWAY REMARKING
ALVA REGIONAL AIRPORT
MATCHLINE SHEET C-106
MATCHLINE
REMOVE ALL CENTERLINE STRIPES
180 S.F. EACH
REV.
LIMITS OF REMOVAL
ALVA, OKLAHOMA
TW A4
REMOVE TAXIWAY LEAD IN LINE
TO HOLDLINE MARKING
335 S.F.
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C100-RM05.dwg Last Save: 5/26/2015 12:57 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:42 PM Plotter used: DWG To PDF.pc3
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
BY
MATCHLINE
61.0782'
MATCHLINE SHEET C-104
REMOVE AIMING POINT LINES
2 AT 1,500 S.F. EACH
PAVEMENT
MARKING
REMOVAL V
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-105
SHEET
12
NUMBER
TW B4
LIMITS OF REMOVAL
REMOVE TAXIWAY CENTERLINE MARKING
40 S.F.
REMOVE NUMBER 1 AND NUMBER 7
2,976 S.F.
48' x 62' AREA
GENERAL NOTES:
1.
EXISTING PAVEMENT MARKINGS SHOWN FOR
SPATIAL REFERENCE.
2.
REMOVE PAVEMENT MARKINGS AS CALLED
OUT. IF AN AREA IS DEFINED AROUND
ADJACENT MARKINGS PERFORM REMOVAL
PROCESS FOR ENTIRE AREA SHOWN.
3.
ONLY HIGH PRESSURE WATER OR SAND
BLASTING IS ALLOWED FOR THE REMOVAL
OF EXISTING PAINT MARKINGS.
61'
BY
DESCRIPTION
DATE
REMOVE HOLDLINE MARKINGS
175 S.F.
RUNWAY AND TAXIWAY REMARKING
ALVA REGIONAL AIRPORT
REV.
LIMITS OF REMOVAL
ALVA, OKLAHOMA
REMOVE TAXIWAY CENTERLINE MARKING
TO HOLDLINE MARKING
55 S.F.
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C100-RM06.dwg Last Save: 5/26/2015 3:34 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:42 PM Plotter used: DWG To PDF.pc3
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
Digitally Signed: 05/26/2015
TW A5
MATCHLINE SHEET C-105
REMOVE ALL CENTERLINE STRIPES
180 S.F. EACH
PAVEMENT
MARKING
REMOVAL VI
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-106
SHEET
13
NUMBER
INSTALL NUMBER 3
735 S.F.
SEE SHEET C-401 DETAIL 2
20'
150'
40'
60'
RW 36-18
GENERAL NOTES:
1.
NEW PAINT MARKINGS ARE NOT IN SAME
LOCATION AS EXISTING MARKINGS.
CONTRACTOR SHALL VERIFY LAYOUT
DIMENSIONS.
2.
NEW PAINT MARKINGS SHALL NOT BE
INSTALLED UNTIL ENGINEER APPROVES
LAYOUT DIMENSIONS.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
DESCRIPTION
BY
Digitally Signed: 05/26/2015
INSTALL NUMBER 6
827 S.F.
SEE SHEET C-401 DETAIL 2
150'
20'
RW 36-18
RUNWAY AND TAXIWAY REMARKING
40'
ALVA, OKLAHOMA
60'
ALVA REGIONAL AIRPORT
INSTALL NUMBER 8
1,008 S.F.
SEE SHEET C-401 DETAIL 2
PAVEMENT
MARKING
LAYOUT I
INSTALL NUMBER 1
386 S.F.
SEE SHEET C-401 DETAIL 2
INSTALL THRESHOLD BARS
6 AT 862.5 S.F. EACH
SEE SHEET C-401 DETAIL 1
KEYMAP
TW B4
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C200-MP01.dwg Last Save: 5/26/2015 12:35 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:43 PM Plotter used: DWG To PDF.pc3
REV.
DATE
TW B1
INSTALL THRESHOLD BARS
6 AT 862.5 S.F. EACH
SEE SHEET C-401 DETAIL 1
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-201
SHEET
14
NUMBER
TW B1
EXISTING TAXIWAY CENTERLINE MARKING
INSTALL TAXIWAY CENTERLINE MARKINGS
MATCH EXISTING MARKING
GENERAL NOTES:
LIMITS OF MARKINGS
INSTALL TAXIWAY CENTERLINE MARKINGS
585 S.F. SEE SHEET C-401 DETAIL 4
1.
NEW PAINT MARKINGS ARE NOT IN SAME
LOCATION AS EXISTING MARKINGS.
CONTRACTOR SHALL VERIFY LAYOUT
DIMENSIONS.
2.
NEW PAINT MARKINGS SHALL NOT BE
INSTALLED UNTIL ENGINEER APPROVES
LAYOUT DIMENSIONS.
40'
0'
R4
17.5'
17.5'
MATCHLINE
EDGE TAXIWAY
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
Digitally Signed: 05/26/2015
INSTALL TAXIWAY EDGE MARKINGS
215 S.F. SEE SHEET C-401 DETAIL 5
17.5'
EDGE TAXIWAY
19'
(TYP.)
17.5'
EDGE TAXIWAY
R6
51'
0'
EDGE TAXIWAY
0'
34'
17.5'
19'
.)
(TYP
31'
100'
INSTALL TAXIWAY CENTERLINE MARKINGS
345 S.F. MATCH EXISTING MARKING
20'
INSTALL TAXIWAY
SHOULDER MARKINGS
50 S.F. SEE
SHEET C-401 DETAIL 6
INSTALL TAXIWAY
EDGE MARKINGS
S.F. SEE
200 SHEET C-401 DETAIL 5
LIMITS OF MARKINGS
EXISTING TAXIWAY CENTERLINE MARKINGS
PAVEMENT
MARKING
LAYOUT II
PAVEMENT
EDGE
TW A1
MATCHLINE
PAVEMENT
EDGE
ALVA, OKLAHOMA
INSTALL TAXIWAY CENTERLINE MARKINGS
720 S.F. SEE SHEET C-401 DETAIL 4
MATCHLINE SHEET C-203
INSTALL TAXIWAY SHOULDER MARKINGS
60 S.F. SEE SHEET C-401 DETAIL 6
ALVA REGIONAL AIRPORT
SPACING 19'
RUNWAY AND TAXIWAY REMARKING
10'
R6
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C200-MP02.dwg Last Save: 5/26/2015 12:31 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:43 PM Plotter used: DWG To PDF.pc3
REV.
DATE
DESCRIPTION
BY
EDGE TAXIWAY
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-202
SHEET
15
NUMBER
100'
(TYP.)
INSTALL TAXIWAY CENTERLINE MARKINGS
720 S.F. SEE SHEET C-401 DETAIL 4
INSTALL TAXIWAY SHOULDER MARKINGS
225 S.F. SEE SHEET C-401 DETAIL 6
GENERAL NOTES:
17.5'
17.5'
EDGE TAXIWAY
MATCHLINE
PAVEMENT EDGE
17.5'
17.5'
NEW PAINT MARKINGS ARE NOT IN SAME
LOCATION AS EXISTING MARKINGS.
CONTRACTOR SHALL VERIFY LAYOUT
DIMENSIONS.
2.
NEW PAINT MARKINGS SHALL NOT BE
INSTALLED UNTIL ENGINEER APPROVES
LAYOUT DIMENSIONS.
Digitally Signed: 05/26/2015
BY
EDGE TAXIWAY
1.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
PAVEMENT EDGE
100'
(TYP.)
CI NG
SPA '
19
DESCRIPTION
MATCHLINE SHEET C-202
SPACING
19'
INSTALL TAXIWAY EDGE MARKINGS
1,200 S.F. SEE SHEET C-401 DETAIL 5
INSTALL TAXIWAY EDGE MARKINGS
1,200S.F. SEE SHEET C-401 DETAIL 5
EXISTING TAXIWAY CENTERLINE MARKING
TW B2
INSTALL TAXIWAY CENTERLINE MARKINGS
90 S.F. MATCH EXISTING MARKINGS
CING
SPA '
19
100'
(TYP.)
22'
22'
PAVEMENT EDGE
33'
33'
62'
50'
34'
34'
17.5'
35'
35'
R6
0'
17.5'
17.5'
SPA
CIN
G
19'
26'
TW A2
INSTALL TAXIWAY SHOULDER MARKINGS
225 S.F. SEE SHEET C-401 DETAIL 6
100'
(TYP.)
CING
SPA '
19
PAVEMENT
MARKING
LAYOUT III
100'
MATCHLINE
17.5'
26'
PAVEMENT EDGE
SPA
CIN
19' G
0'
R6
EDGE TAXIWAY
0'
EDGE TAXIWAY
'
0
R6
INSTALL TAXIWAY EDGE MARKINGS
1,000 S.F. SEE SHEET C-401 DETAIL 5
KEYMAP
INSTALL TAXIWAY
SHOULDER
R169' MARKINGS
12 S.F. SEE SHEET
C-401 DETAIL 6
INSTALL TAXIWAY EDGE MARKINGS
110 S.F. SEE SHEET C-401 DETAIL 5
INSTALL TAXIWAY CENTERLINE MARKINGS
150 S.F. MATCH EXISTING MARKINGS
S
G
N
I
K
T
LIMI
AR
M
EXISTING TAXIWAY
F
SO
CENTERLINE MARKING
ALVA, OKLAHOMA
INSTALL TAXIWAY EDGE MARKINGS
1,000 S.F. SEE SHEET C-401 DETAIL 5
ALVA REGIONAL AIRPORT
LIMITS OF MARKINGS
INSTALL TAXIWAY CENTERLINE MARKINGS
570 S.F. MATCH EXISTING MARKINGS
R6
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C200-MP03.dwg Last Save: 5/26/2015 12:28 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:43 PM Plotter used: DWG To PDF.pc3
INSTALL TAXIWAY SHOULDER MARKINGS
225 S.F. SEE SHEET C-401 DETAIL 6
MATCHLINE SHEET C-204
INSTALL TAXIWAY CENTERLINE MARKINGS
720 S.F. SEE SHEET C-401 DETAIL 4
INSTALL TAXIWAY
SHOULDER MARKINGS
14 S.F. SEE SHEET
C-401 DETAIL 6
RUNWAY AND TAXIWAY REMARKING
INSTALL TAXIWAY EDGE MARKINGS
125 S.F. SEE SHEET C-401 DETAIL 5
REV.
DATE
INSTALL TAXIWAY SHOULDER MARKINGS
225 S.F. SEE SHEET C-401 DETAIL 6
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-203
SHEET
16
NUMBER
100'
(TYP.)
GENERAL NOTES:
17.5'
17.5'
EDGE TAXIWAY
1.
NEW PAINT MARKINGS ARE NOT IN SAME
LOCATION AS EXISTING MARKINGS.
CONTRACTOR SHALL VERIFY LAYOUT
DIMENSIONS.
2.
NEW PAINT MARKINGS SHALL NOT BE
INSTALLED UNTIL ENGINEER APPROVES
LAYOUT DIMENSIONS.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
Digitally Signed: 05/26/2015
BY
EDGE TAXIWAY
MATCHLINE
PAVEMENT EDGE
17.5'
38'
INSTALL TAXIWAY SHOULDER MARKINGS
265 S.F. SEE SHEET C-401 DETAIL6
17.5'
SPA
CING
19'
MATCHLINE SHEET C-203
INSTALL TAXIWAY CENTERLINE MARKINGS
720 S.F. SEE SHEET C-401 DETAIL 4
INSTALL TAXIWAY EDGE MARKINGS
1,215 S.F. SEE SHEET C-401 DETAIL 5
INSTALL TAXIWAY SHOULDER MARKINGS
265 S.F. SEE SHEET C-401 DETAIL 6
INSTALL TAXIWAY EDGE MARKINGS
1,215 S.F. SEE SHEET C-401 DETAIL 5
17.5'
17.5'
EDGE TAXIWAY
100'
(TYP.)
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
EDGE TAXIWAY
PAVEMENT EDGE
INSTALL TAXIWAY EDGE MARKINGS
1,200 S.F. SEE SHEET C-401 DETAIL 5
RUNWAY AND TAXIWAY REMARKING
PAVEMENT EDGE
INSTALL TAXIWAY EDGE MARKINGS
1,200 S.F. SEE SHEET C-401 DETAIL 5
ALVA, OKLAHOMA
100'
(TYP.)
ALVA REGIONAL AIRPORT
INSTALL TAXIWAY CENTERLINE MARKINGS
720 S.F. SEE SHEET C-401 DETAIL 4
MATCHLINE SHEET C-205
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C200-MP04.dwg Last Save: 5/26/2015 12:26 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:43 PM Plotter used: DWG To PDF.pc3
REV.
DATE
C IN G
SPA '
19
PAVEMENT EDGE
100'
(TYP.)
DESCRIPTION
38'
PAVEMENT
MARKING
LAYOUT IV
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-204
SHEET
17
NUMBER
INSTALL TAXIWAY SHOULDER MARKINGS
265 S.F. SEE SHEET C-401 DETAIL 6
INSTALL TAXIWAY EDGE MARKINGS
1,200 S.F. SEE SHEET C-401 DETAIL 5
100'
38'
86'
86'
27'
(TYP.)
SPACING
100'(TYP.)
PAVEMENT EDGE
17.5'
17.5'
52'
'
NEW PAINT MARKINGS ARE NOT IN SAME
LOCATION AS EXISTING MARKINGS.
CONTRACTOR SHALL VERIFY LAYOUT
DIMENSIONS.
2.
NEW PAINT MARKINGS SHALL NOT BE
INSTALLED UNTIL ENGINEER APPROVES
LAYOUT DIMENSIONS.
'
Digitally Signed: 05/26/2015
30'
CING
19'
27'
20'
TW A3
INSTALL TAXIWAY SHOULDER MARKINGS
245 S.F. SEE SHEET C-401 DETAIL 6
20'
G
CIN
SPA 9'
1
SPACING
100'(TYP.)
DESCRIPTION
SPA
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
INSTALL TAXIWAY EDGE MARKINGS
390 S.F. SEE SHEET C-401 DETAIL 5
INSTALL TAXIWAY CENTERLINE MARKINGS
345 S.F. MATCH EXISTING MARKINGS
DATE
100'
38'
BY
PAVEMENT EDGE
PAVEMENT EDGE
100'
(TYP.)
1.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
R6
0
0
R6
30'
INSTALL TAXIWAY EDGE MARKINGS
825 S.F. SEE SHEET C-401 DETAIL 5
EDGE TAXIWAY
35'
35'
EDGE TAXIWAY
MATCHLINE
17.5'
17.5'
EDGE TAXIWAY
17.5'
GENERAL NOTES:
17.5'
MATCHLINE SHEET C-204
INSTALL TAXIWAY CENTERLINE MARKINGS
720 S.F. SEE SHEET C-401 DETAIL 4
LIMITS OF MARKINGS
EDGE TAXIWAY
17.5'
EDGE TAXIWAY
17.5'
PAVEMENT EDGE
PAVEMENT EDGE
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
100'
(TYP.)
INSTALL TAXIWAY EDGE MARKINGS
1,200 S.F. SEE SHEET C-401 DETAIL 5
RUNWAY AND TAXIWAY REMARKING
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
ALVA, OKLAHOMA
INSTALL TAXIWAY EDGE MARKINGS
1,200 S.F. SEE SHEET C-401 DETAIL 5
MATCHLINE SHEET C-206
100'
(TYP.)
ALVA REGIONAL AIRPORT
INSTALL TAXIWAY CENTERLINE MARKINGS
720 S.F. SEE SHEET C-401 DETAIL 4
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C200-MP05.dwg Last Save: 5/26/2015 12:25 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:43 PM Plotter used: DWG To PDF.pc3
REV.
EXISTING TAXIWAY CENTERLINE MARKINGS
PAVEMENT
MARKING
LAYOUT V
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-205
SHEET
18
NUMBER
INSTALL TAXIWAY CENTERLINE MARKINGS
90 S.F. MATCH EXISTING MARKINGS
EXISTING TAXIWAY CENTERLINE MARKING
TW B3
LIMITS OF MARKINGS
CING
S PA '
19
CING
19'
26'
100'
(TYP.)
GENERAL NOTES:
34'
17.5'
17.5'
17.5'
R
1.
NEW PAINT MARKINGS ARE NOT IN SAME
LOCATION AS EXISTING MARKINGS.
CONTRACTOR SHALL VERIFY LAYOUT
DIMENSIONS.
2.
NEW PAINT MARKINGS SHALL NOT BE
INSTALLED UNTIL ENGINEER APPROVES
LAYOUT DIMENSIONS.
'
60
'
38'
Digitally Signed: 05/26/2015
38'
27'
27'
SPA
CIN
G
19'
100'
(TYP.)
100'
TW A4
INSTALL TAXIWAY EDGE MARKINGS
540 S.F. SEE SHEET C-401 DETAIL 5
INSTALL TAXIWAY CENTERLINE MARKINGS
150 S.F. MATCH EXISTING MARKINGS
INSTALL TAXIWAY SHOULDER MARKINGS
225 S.F. SEE SHEET C-401 DETAIL 6
INSTALL TAXIWAY EDGE MARKINGS
660 S.F. SEE SHEET C-401 DETAIL 5
DATE
LIMITS OF MARKINGS
REV.
ALVA REGIONAL AIRPORT
INSTALL TAXIWAY CENTERLINE MARKINGS
720 S.F. SEE SHEET C-401 DETAIL 4
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
EDGE TAXIWAY
17.5'
17.5'
PAVEMENT EDGE
EDGE TAXIWAY
PAVEMENT EDGE
INSTALL TAXIWAY EDGE MARKINGS
1,200 S.F. SEE SHEET C-401 DETAIL 5
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
100'
(TYP.)
MATCHLINE SHEET C-207
100'
(TYP.)
INSTALL TAXIWAY EDGE MARKINGS
1,200 S.F. SEE SHEET C-401 DETAIL 5
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C200-MP06.dwg Last Save: 5/26/2015 12:24 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:43 PM Plotter used: DWG To PDF.pc3
EXISTING TAXIWAY CENTERLINE MARKING
RUNWAY AND TAXIWAY REMARKING
24'
24'
G
CIN
SPA '
19
BY
PAVEMENT EDGE
DESCRIPTION
PAVEMENT EDGE
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
60
R
52'
EDGE TAXIWAY
34'
17.5'
34'
34'
17.5'
EDGE TAXIWAY
EDGE TAXIWAY
MATCHLINE
60
'
62'
52'
34'
17.5'
EDGE TAXIWAY
SPACING
100'(TYP.)
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
PAVEMENT EDGE
'
60
17.5'
SPA
24'
24'
34'
17.5'
INSTALL TAXIWAY CENTERLINE MARKINGS
720 S.F. SEE SHEET C-401 DETAIL 4
ALVA, OKLAHOMA
27'
INSTALL TAXIWAY EDGE MARKINGS
675 S.F. SEE SHEET C-401 DETAIL 5
R
INSTALL TAXIWAY EDGE MARKINGS
550 S.F. SEE SHEET C-401 DETAIL 5
SPACING
100'(TYP.)
INSTALL TAXIWAY SHOULDER MARKINGS
150 S.F. SEE SHEET C-401 DETAIL 6
PAVEMENT EDGE
R
MATCHLINE SHEET C-205
INSTALL TAXIWAY CENTERLINE MARKINGS
570 S.F. MATCH EXISTING MARKINGS
PAVEMENT
MARKING
LAYOUT VI
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-206
SHEET
19
NUMBER
INSTALL TAXIWAY CENTERLINE MARKINGS
285 S.F. MATCH EXISTING MARKINGS
INSTALL TAXIWAY CENTERLINE MARKINGS
350 S.F. SEE SHEET C-401 DETAIL 4
INSTALL TAXIWAY EDGE MARKINGS
740 S.F. SEE SHEET C-401 DETAIL 5
EXISTING TAXIWAY CENTERLINE MARKING
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
CING
SPA '
19
26'
24'
INSTALL TAXIWAY CENTERLINE MARKINGS
90 S.F. MATCH EXISTING MARKINGS
GENERAL NOTES:
PAVEMENT EDGE
67'
34'
R6
1.
NEW PAINT MARKINGS ARE NOT IN SAME
LOCATION AS EXISTING MARKINGS.
CONTRACTOR SHALL VERIFY LAYOUT
DIMENSIONS.
2.
NEW PAINT MARKINGS SHALL NOT BE
INSTALLED UNTIL ENGINEER APPROVES
LAYOUT DIMENSIONS.
34'
51'
0'
17.5'
34'
EDGE TAXIWAY
R
60
51'
'
Digitally Signed: 05/26/2015
BY
34'
SPA
CIN
G
19'
23'
DESCRIPTION
26'
TW A5
INSTALL TAXIWAY SHOULDER MARKINGS
190 S.F. SEE SHEET C-401 DETAIL 6
INSTALL TAXIWAY CENTERLINE MARKINGS
150 S.F. MATCH EXISTING MARKINGS
DATE
ALVA REGIONAL AIRPORT
EXISTING TAXIWAY CENTERLINE MARKING
RUNWAY AND TAXIWAY REMARKING
REV.
LIMITS OF MARKINGS
ALVA, OKLAHOMA
INSTALL TAXIWAY EDGE MARKINGS
740 S.F. SEE SHEET C-401 DETAIL 5
99'
PAVEMENT EDGE
100'
(TYP.)
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C200-MP07.dwg Last Save: 5/26/2015 12:21 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:44 PM Plotter used: DWG To PDF.pc3
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
17.5'
17.5'
EDGE TAXIWAY
17.5'
MATCHLINE SHEET C-206
100'
(TYP.)
TW B4
LIMITS OF MARKINGS
PAVEMENT
MARKING
LAYOUT VII
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-207
SHEET
20
NUMBER
TAXIWAY EDGE MARKING
TO EDGE OF EXISTING TAXIWAY
INSTALL PERMANENT CLOSED RUNWAY MARKING
1,100 S.F.
SEE SHEET C-401 DETAIL 7
TAXIWAY CENTERLINE MARKING
TO CENTERLINE EXISTING TAXIWAY
LIMITS OF MARKINGS
INSTALL TAXIWAY EDGE MARKING
355 S.F.
SEE SHEET C-401 DETAIL 5
REMOVAL GENERAL NOTES:
1.
EXISTING PAVEMENT MARKINGS SHOWN FOR
SPATIAL REFERENCE.
2.
ONLY HIGH PRESSURE WATER OR SAND
BLASTING IS ALLOWED FOR THE REMOVAL
OF EXISTING PAINT MARKINGS.
MARKING GENERAL NOTES:
2.
1,250' SPACING BETWEEN
PERMANENT CLOSED RUNWAY MARKINGS
TAXIWAY EDGE MARKING
TO EDGE OF EXISTING TAXIWAY
DATE
LIMITS OF REMOVAL
LIMITS OF MARKINGS
REV.
MATCH TAXIWAY CENTERLINE MARKING
TO EXISTING TAXIWAY CENTERLINE MARKING
LIMITS OF MARKINGS
TAXIWAY EDGE MARKING
TO EDGE OF EXISTING TAXIWAY
INSTALL PERMANENT CLOSED RUNWAY MARKING
1,100 S.F.
SEE SHEET C-401 DETAIL 7
REMOVE 17.5 L.F. AIMING POINT MARKING
175 S.F.
INSTALL TAXIWAY
EDGE MARKING
290 S.F. SEE
SHEET C-401 DETAIL 5
INSTALL TAXIWAY EDGE MARKING
315 S.F.
SEE SHEET C-401 DETAIL 5
REMOVE 35 L.F. CENTERLINE MARKING
53 S.F.
17.5'
17.5'
RUNWAY 17-35
MARKING
LAYOUT AND
REMOVALS I
ALTERNATE II
REMOVE 17.5 L.F. AIMING POINT MARKING
175 S.F.
INSTALL TAXIWAY CENTERLINE MARKING
160 S.F.
SEE SHEET C-401 DETAIL 4
REMOVE 45 L.F. TAXIWAY
CENTERLINE MARKING
45 S.F.
REMOVE 45 L.F. TAXIWAY CENTERLINE MARKING
45 S.F.
TW A2
TAXIWAY EDGE MARKING TO
EDGE OF EXISTING TAXIWAY
ALVA, OKLAHOMA
TAXIWAY EDGE MARKING TO
EDGE OF EXISTING TAXIWAY
ALVA REGIONAL AIRPORT
TW B2
MATCH TAXIWAY CENTERLINE MARKING
TO EXISTING TAXIWAY CENTERLINE MARKING
RUNWAY AND TAXIWAY REMARKING
TW A1
REMOVE 40 L.F. TAXIWAY CENTERLINE MARKING
40 S.F.
NEW PAINT MARKINGS SHALL NOT BE
INSTALLED UNTIL ENGINEER APPROVES
LAYOUT DIMENSIONS.
Digitally Signed: 05/26/2015
BY
R7
5'
0'
9
R
NEW PAINT MARKINGS ARE NOT IN SAME
LOCATION AS EXISTING MARKINGS.
CONTRACTOR SHALL VERIFY LAYOUT
DIMENSIONS.
DESCRIPTION
1.
INSTALL TAXIWAY
CENTERLINE MARKING
180 S.F. SEE
SHEET C-401 DETAIL 4
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C301-MPALT2.dwg Last Save: 5/26/2015 12:17 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:44 PM Plotter used: DWG To PDF.pc3
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
LIMITS OF REMOVAL
LIMITS OF MARKINGS
TAXIWAY EDGE MARKING
TO EDGE EXISTING TAXIWAY
MATCH TAXIWAY CENTERLINE MARKING
TO EXISTING TAXIWAY CENTERLINE MARKING
KEYMAP
1,250' SPACING BETWEEN
PERMANENT CLOSED RUNWAY MARKINGS
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-301
SHEET
21
NUMBER
TW B3
TAXIWAY CENTERLINE MARKING
TO CENTERLINE EXISTING TAXIWAY
TAXIWAY EDGE MARKING TO
EDGE OF EXISTING TAXIWAY
TAXIWAY EDGE MARKING
TO EDGE OF EXISTING TAXIWAY
LIMITS OF MARKINGS
INSTALL PERMANENT CLOSED RUNWAY MARKING
1,100 S.F.
SEE SHEET C-401 DETAIL 7
INSTALL TAXIWAY EDGE MARKING
325 S.F.
SEE SHEET C-401 DETAIL 5
INSTALL TAXIWAY EDGE MARKING
340 S.F.
SEE SHEET C-401 DETAIL 5
REMOVE 40 L.F. AIMING POINT MARKING
400 S.F.
20'
REMOVAL GENERAL NOTES:
1.
EXISTING PAVEMENT MARKINGS SHOWN FOR
SPATIAL REFERENCE.
2.
ONLY HIGH PRESSURE WATER OR SAND
BLASTING IS ALLOWED FOR THE REMOVAL
OF EXISTING PAINT MARKINGS.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
20'
MARKING GENERAL NOTES:
2.
LIMITS OF REMOVAL
LIMITS OF MARKINGS
DESCRIPTION
TAXIWAY EDGE MARKING TO
EDGE OF EXISTING TAXIWAY
TW B4
REV.
MATCH TAXIWAY CENTERLINE MARKING TO
EXISTING TAXIWAY CENTERLINE MARKING
REMOVE 45 L.F. TAXIWAY
CENTERLINE MARKING
45 S.F.
TAXIWAY EDGE MARKING TO
EDGE OF EXISTING TAXIWAY
MATCH TAXIWAY CENTERLINE MARKING TO
EXISTING TAXIWAY CENTERLINE MARKING
INSTALL PERMANENT CLOSED RUNWAY MARKING
1,100 S.F.
SEE SHEET C-401 DETAIL 7
REMOVE 18 L.F. NUMBER 7 MARKING
105 S.F.
INSTALL TAXIWAY CENTERLINE MARKING
105 S.F.
SEE SHEET C-401 DETAIL 4
21'
RUNWAY 17-35
MARKING
LAYOUT AND
REMOVALS II
ALTERNATE II
1,250' SPACING BETWEEN
PERMANENT CLOSED RUNWAY MARKINGS
TW A5
REMOVE 17 L.F. NUMBER 1 MARKING
100 S.F.
MATCH TAXIWAY CENTERLINE MARKING TO
EXISTING TAXIWAY CENTERLINE MARKING
ALVA, OKLAHOMA
INSTALL TAXIWAY EDGE MARKING
340 S.F.
SEE SHEET C-401 DETAIL 5
ALVA REGIONAL AIRPORT
LIMITS OF MARKINGS
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
LIMITS OF MARKINGS
TAXIWAY EDGE MARKING TO
EDGE OF EXISTING TAXIWAY
RUNWAY AND TAXIWAY REMARKING
REMOVE 45 L.F. TAXIWAY CENTERLINE MARKING
45 S.F.
Digitally Signed: 05/26/2015
DATE
TW A4
REMOVE 40 L.F. AIMING POINT MARKING
400S.F.
TAXIWAY EDGE MARKING TO
EDGE OF EXISTING TAXIWAY
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C302-MPALT2.dwg Last Save: 5/26/2015 12:17 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:44 PM Plotter used: DWG To PDF.pc3
NEW PAINT MARKINGS SHALL NOT BE
INSTALLED UNTIL ENGINEER APPROVES
LAYOUT DIMENSIONS.
INSTALL TAXIWAY
CENTERLINE MARKING
155 S.F.
SEE SHEET C-401 DETAIL 4
REMOVE 40 L.F. RUNWAY CENTERLINE MARKING
60 S.F.
1,250' SPACING BETWEEN
PERMANENT CLOSED RUNWAY MARKINGS
NEW PAINT MARKINGS ARE NOT IN SAME
LOCATION AS EXISTING MARKINGS.
CONTRACTOR SHALL VERIFY LAYOUT
DIMENSIONS.
BY
1.
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-302
SHEET
22
NUMBER
5.75' (TYP.)
6 STRIPES
CONTINUOUS
1/2 TAXIWAY WIDTH
6"
TAXIWAY EDGE
6"
6"
THRESHOLD
11.5'
RUNWAY
CENTERLINE
6"
20'
3'
EDGE OF RUNWAY
NOTE:
YELLOW CENTERLINE STRIPE WIDTH SHALL
BE 6" WIDE WITH 6" BLACK OUTLINE STRIPES.
5.75' (TYP.)
3'
20'
EDGE OF RUNWAY
150'
TAXIWAY CENTERLINE
TAXIWAY CENTERLINE MARKINGS
4
C-401
NOTE:
SCALE: NONE
TAXIWAY EDGE MARKINGS ARE
YELLOW WITH 6" BLACK OUTLINE
NOTE:
ALL MARKINGS ARE WHITE.
5
RUNWAY THRESHOLD MARKINGS
C-401
CONTINUOUS TAXIWAY EDGE MARKINGS
Digitally Signed: 05/26/2015
SCALE: NONE
SCALE: NONE
26'
7'
2.
10'
MARKING AREA = 713 SF
6" OUTLINE AREA =114 SF
MARKING AREA = 876 SF
6" OUTLINE AREA =132 SF
RUNWAY LETTERS AND NUMBERS DETAILS
RUNWAY CENTERLINE
1
10'
20'
15'
16'
20'
16'
21.5'
EDGE TAXIWAY
KEYED NOTES:
SEE DETAILS ON THIS SHEET
FOR DIMENSIONS OF NUMERALS.
6
C-401
TAXIWAY SHOULDER MARKING DETAIL
SCALE: NONE
21.5'
1
14.5'
15'
7.5'
7.5'
37.5'
37.5'
75'
75'
3
C-401
RUNWAY NUMERAL LAYOUT
SCALE: NONE
THE CENTER OF THE OUTER
EDGES OF THE TWO
NUMERALS IS CENTERED ON
THE RUNWAY PAVEMENT
CENTERLINE.
2.
ALL RUNWAY DESIGNATION
CHARACTERS ARE
HORIZONTALLY SPACED 15'
APART.
3.
GLASS BEADS SHALL BE USED
ON RUNWAY MARKINGS.
GLASS BEADS SHALL NEVER
BE USED ON BLACK PAINT.
4.
ALL RUNWAY DESIGNATION
CHARACTERS ARE
HORIZONTALLY SPACED 15'
APART. UNLESS OTHERWISE
SPECIFIED, THEY ALL HAVE
THE FOLLOWING
CHARACTERISTICS:
'
10
25
'
1.
60
'
1
EDGE OF RUNWAY
EDGE OF RUNWAY
1
1
EDGE OF RUNWAY
EDGE OF RUNWAY
NOTES:
ALVA, OKLAHOMA
SCALE: NONE
RUNWAY CENTERLINE
10'
DATE
19'
10'
20'
ALVA REGIONAL AIRPORT
2
C-401
CONTINUOUS TAXIWAY
EDGE MARKING
20'
MARKING AREA = 632 SF
6" OUTLINE AREA = 103 SF
UNLESS NOTED
OTHERWISE ON
PLAN SHEET
RUNWAY AND TAXIWAY REMARKING
MARKING AREA = 318 SF
6" OUTLINE AREA = 68 SF
WHEN CONFLICT OCCURS BETWEEN RUNWAY AND
TAXIWAY MARKINGS, THE RUNWAY MARKINGS
HAVE PRECEDENCE AND THE TAXIWAY MARKINGS
WILL SKIP OVER THE RUNWAY MARKINGS AND
THEIR OUTLINES.
100' O.C. (TYP.)
12.5' MIN.
20'
ALL WHITE AND YELLOW RUNWAY AND TAXIWAY
MARKINGS WILL HAVE A 6" BLACK OUTLINE
3'
REV.
10'
17'
10'
10'
50'
9'
5'
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-C500-DS01.dwg Last Save: 5/26/2015 10:40 AM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:44 PM Plotter used: DWG To PDF.pc3
63'
7'
19'
7'
3.
GLASS BEADS SHALL BE USED ON ALL
RUNWAY/TAXIWAY MARKINGS. GLASS BEADS
SHALL NEVER BE USED ON BLACK PAINT.
6" BLACK
STIPES TYP.
10'
13'
11'
5'
7'
10'
10'
13'
1.
6" YELLOW
STRIPES TYP.
2'
BY
NOTES:
DESCRIPTION
1
C-401
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
PAVEMENT
MARKING
DETAILS
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: JMF
DRAWN BY:
JHA
YELLOW MARKING
BAR IS ONE INCH ON
ORIGINAL DRAWING
RUNWAY CENTERLINE
- VERTICAL STROKE OF 5'
- HORIZONTAL STROKE OF 10'
- DIAGONAL STROKE OF 5'
7
C-401
PERMANENT CLOSED RUNWAY MARKING
SCALE: NONE
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-401
SHEET
23
NUMBER
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
RUNWAY AND TAXIWAY REMARKING
ALVA, OKLAHOMA
ALVA REGIONAL AIRPORT
REV.
DATE
DESCRIPTION
BY
Digitally Signed 05/26/2015
GENERAL
ELECTRICAL
NOTES
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-001
SHEET
24
NUMBER
1
4
2
8
GENERAL NOTES:
RW 36-18
1.
7
8
SEE SHEET E-001 FOR GENERAL NOTES,
LEGEND, ABBREVIATIONS, CAUTION NOTES,
AND SAFETY NOTES.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
KEYED NOTES:
1 EXISTING L-849(L) REIL TO REMAIN.
2 EXISTING STAKE MOUNTED L-861 RUNWAY
EDGE LIGHT TO REMAIN. (TYP.)
7 REMOVE EXISTING STAKE MOUNTED L-861E
RUNWAY THRESHOLD LIGHT, STAKE AND
ISOLATION TRANSFORMER. STORE LIGHT FOR
REINSTALLATION. (TYP. 12 THIS SHEET)
8 EXCAVATE AND CUT SERIES CIRCUIT CABLE
AND COUNTERPOISE AT THIS LOCATION.
ABANDON IN PLACE BETWEEN CUT POINTS.
PREPARE FOR SPLICING OF NEW CABLE.
1
4
2
8
RW 36-18
9 REMOVE EXISTING STAKE MOUNTED LIGHT.
REMOVE ISOLATION TRANSFORMER AND
SPLICE PRIMARY CABLE TOGETHER AT THIS
LOCATION USING IN-GRADE FAA APPROVED
L-823 SPLICE KITS. RECONNECT
COUNTERPOISE AS NECESSARY. NEW CABLE,
SPLICE KITS, TURF RESTORATION AND
COUNTERPOISE RECONNECTION SHALL ALL
BE SUBSIDARY TO EXISTING LIGHT REMOVAL
PAY ITEM. CURCUIT SHALL REMAIN
OPERATIONAL FOLLOWING LIGHT REMOVAL
AND PRIMARY RESPLICING.
7
8
ELECTRICAL
REMOVAL
PLAN I
7
2
8
4
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
5
TW B4
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-E100-ERP01.dwg Last Save: 5/26/2015 12:10 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:44 PM Plotter used: DWG To PDF.pc3
6
RUNWAY AND TAXIWAY REMARKING
3
ALVA, OKLAHOMA
TW B1
1
6 EXISTING DUCT BANK AND DUCT MARKERS TO
REMAIN. (TYP.)
ALVA REGIONAL AIRPORT
4
DATE
5 EXISTING BASE MOUNTED L-858 GUIDANCE
SIGN TO REMAIN. (TYP.)
REV.
8
DESCRIPTION
4 EXISTING DIRECT BURIED SERIES CIRUIT TO
REMAIN. (TYP.)
2
5
BY
3 EXISTING STAKE MOUNTED L-861T TAXIWAY
EDGE LIGHT TO REMAIN. (TYP.)
7
Digitally Signed 05/26/2015
3
0
1
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
6
E-101
SHEET
25
NUMBER
TW B1
GENERAL NOTES:
1.
3
SEE SHEET E-101 FOR GENERAL NOTES AND
KEYED NOTES.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
4
MATCHLINE
4
BY
Digitally Signed 05/26/2015
4
3
3
4
3
4
3
RUNWAY AND TAXIWAY REMARKING
4
ALVA, OKLAHOMA
3
ALVA REGIONAL AIRPORT
4
MATCHLINE SHEET E-103
3
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-E100-ERP02.dwg Last Save: 5/26/2015 12:10 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:45 PM Plotter used: DWG To PDF.pc3
REV.
DATE
DESCRIPTION
3
ELECTRICAL
REMOVAL
PLAN II
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-102
SHEET
26
NUMBER
9
4
4
9
9
4
4
9
9
9
9
9
GENERAL NOTES:
1.
4
SEE SHEET E-101 FOR GENERAL NOTES AND
KEYED NOTES.
9
9
9
4
4
KEYMAP
0
RUNWAY AND TAXIWAY REMARKING
BY
9
DESCRIPTION
9
4
ALVA, OKLAHOMA
DATE
MATCHLINE
9
ALVA REGIONAL AIRPORT
REV.
TW A1
MATCHLINE SHEET E-102
4
MATCHLINE SHEET E-104
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-E100-ERP03.dwg Last Save: 5/26/2015 12:10 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:45 PM Plotter used: DWG To PDF.pc3
9
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
Digitally Signed 05/26/2015
4
ELECTRICAL
REMOVAL
PLAN III
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
1"
DRAWING NUMBER
E-103
SHEET
27
NUMBER
9
9
DESCRIPTION
BY
MATCHLINE
GENERAL NOTES:
1.
4
4
4
9
9
9
4
4
9
9
SEE SHEET E-101 FOR GENERAL NOTES AND
KEYED NOTES.
4
4
KEYMAP
0
RUNWAY AND TAXIWAY REMARKING
3
DATE
9
9
ALVA, OKLAHOMA
REV.
TW A2
MATCHLINE SHEET E-103
4
ALVA REGIONAL AIRPORT
MATCHLINE SHEET E-105
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-E100-ERP04.dwg Last Save: 5/26/2015 12:11 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:45 PM Plotter used: DWG To PDF.pc3
9
9
4
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
Digitally Signed 05/26/2015
4
9
3
ELECTRICAL
REMOVAL
PLAN IV
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
1"
DRAWING NUMBER
E-104
SHEET
28
NUMBER
TW B2
TW A3
9
9
9
3
4
4
4
9
9
9
4
4
BY
9
4
9
DESCRIPTION
MATCHLINE
4
9
GENERAL NOTES:
1.
SEE SHEET E-101 FOR GENERAL NOTES AND
KEYED NOTES.
9
9
KEYMAP
0
RUNWAY AND TAXIWAY REMARKING
DATE
9
9
ALVA, OKLAHOMA
REV.
TW A3
MATCHLINE SHEET E-104
4
ALVA REGIONAL AIRPORT
MATCHLINE SHEET E-106
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-E100-ERP05.dwg Last Save: 5/26/2015 12:11 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:45 PM Plotter used: DWG To PDF.pc3
9
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
Digitally Signed 05/26/2015
3
ELECTRICAL
REMOVAL
PLAN V
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
1"
DRAWING NUMBER
E-105
SHEET
29
NUMBER
9
9
9
3
9
9
4
4
9
9
DESCRIPTION
BY
GENERAL NOTES:
1.
SEE SHEET E-101 FOR GENERAL NOTES AND
KEYED NOTES.
4
4
KEYMAP
0
RUNWAY AND TAXIWAY REMARKING
DATE
MATCHLINE
4
ALVA, OKLAHOMA
REV.
TW A4
MATCHLINE SHEET E-105
9
ALVA REGIONAL AIRPORT
MATCHLINE SHEET E-107
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-E100-ERP06.dwg Last Save: 5/26/2015 12:11 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:45 PM Plotter used: DWG To PDF.pc3
9
9
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
Digitally Signed 05/26/2015
4
3
ELECTRICAL
REMOVAL
PLAN VI
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
1"
DRAWING NUMBER
E-106
SHEET
30
NUMBER
TW B3
TW B4
9
9
9
9
4
4
MATCHLINE SHEET E-106
GENERAL NOTES:
1.
9
SEE SHEET E-101 FOR GENERAL NOTES AND
KEYED NOTES.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
BY
Digitally Signed 05/26/2015
9
9
4
DESCRIPTION
4
9
TW A5
9
3
RUNWAY AND TAXIWAY REMARKING
ALVA, OKLAHOMA
ALVA REGIONAL AIRPORT
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Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:45 PM Plotter used: DWG To PDF.pc3
REV.
DATE
3
ELECTRICAL
REMOVAL
PLAN VII
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-107
SHEET
31
NUMBER
1
4
10
2
7
10'
GENERAL NOTES:
RW 36-18
1.
7
7
7
SEE SHEET E-001 FOR GENERAL NOTES,
LEGEND, ABBREVIATIONS, CAUTION NOTES,
AND SAFETY NOTES.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
KEYED NOTES:
1 EXISTING L-849(L) REIL TO REMAIN.
9
2 EXISTING STAKE MOUNTED L-861 RUNWAY
EDGE LIGHT TO REMAIN. (TYP.)
3 EXISTING STAKE MOUNTED L-861T TAXIWAY
EDGE LIGHT TO REMAIN. (TYP.)
7
4 EXISTING DIRECT BURIED SERIES CIRUIT TO
REMAIN. (TYP.)
7
7
5 EXISTING BASE MOUNTED L-858 GUIDANCE
SIGN TO REMAIN. (TYP.)
2
10'
BY
Digitally Signed 05/26/2015
8 INSTALL NEW L-861E RUNWAY THRESHOLD
LIGHT. LAMP TYPE SHALL MATCH OTHER
THRESHOLD LAMP TYPES.
9 INSTALL NEW DIRECT BURIED TRENCH TYPE
'A'. (TYP.)
6
11 INSTALL L-853 ELEVATED TAXIWAY EDGE
RETROREFLECTOR. PROVIDE STAKE OR
SURFACE MOUNT KIT AS REQUIRED BY
LOCATION. (TYP.)
4
10
2
12 INSTALL REFLECTORS IN LINE WITH EXISTING
TAXIWAY EDGE LIGHTS. IF EXISTING LIGHTS
ARE NOT 10' OFF OF PAVEMENT, TAPER NEW
REFLECTORS FROM EXISTING OFFSET TO 10'
THROUGH THIS SECTION. TAPERING SHALL BE
LINEAR.
10'
7
RW 36-18
7
7
13 EXISTING AIRFIELD SERIES CIRCUIT CABLES
ARE IN THE VICINTY OF STAKE MOUNTED
REFLECTOR INSTALLATION. PROTECT
EXISTING CABLE TO REMAIN. ANY DAMAGE OF
CABLE TO REMAIN SHALL BE REPAIRED AT
CONTRACTOR'S EXPENSE TO SATISFACTION
OF ENGINEER WITH AN FAA APPROVED L-823
IN-GRADE SPLICE KIT. ALL EXISTING CABLE
NOT SHOWN FOR CLARITY.
7
9
8
14 INSTALL REFLECTOR MIDWAY BETWEEN TWO
POINTS INDICATED, 10' OFF OF PAVEMENT.
8
2
8
(CONTINUED ON NEXT SHEET)
10
KEYMAP
TW B4
4
5
ELECTRICAL
INSTALLATION
PLAN I
15 INSTALL REFLECTOR MIDWAY BETWEEN
ADJACENT REFLECTOR AND EXISTING LIGHT,
10' OFF OF PAVEMENT.
8
10'
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-E200-EI01.dwg Last Save: 5/26/2015 11:59 AM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:46 PM Plotter used: DWG To PDF.pc3
1
10 SPLICE NEW L-824C CABLE TO EXISTING
CABLE UTILIZING FAA APPROVED IN GRADE
L-823 SPLICE KITS. CONNECT NEW AND
EXISTING COUNTERPOISE. INSTALL SPLICE
MARKER.
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
3
1
6
RUNWAY AND TAXIWAY REMARKING
3
ALVA, OKLAHOMA
TW B1
1
7 REINSTALL EXISTING L-861E RUNWAY
THRESHOLD LIGHT ON NEW STAKE WITH NEW
ISOLATION TRANSFORMER AND NEW LAMP.
ALVA REGIONAL AIRPORT
4
5
DATE
10
REV.
6 EXISTING DUCT BANK AND DUCT MARKERS TO
REMAIN. (TYP.)
DESCRIPTION
7
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-201
SHEET
32
NUMBER
4
MATCHLINE
3
4
4
SEE SHEET E-201 FOR ADDITIONAL GENERAL
NOTES AND KEYED NOTES
2.
INSTALL REFLECTORS WITH STAKES OR WITH
SURFACE MOUNTED KITS BASED ON
LOCATION AND SITE CONDITIONS. QUANTITY
PAYMENT WILL BE ADJUSTED FOR QUANTITY
OF EACH INSTALLED.
3.
INSTALL REFLECTORS AT OR BISECTING PT
OR APEX AS INDICATED.
4.
ALIGN REFLECTORS ACROSS PAVEMENT
CENTERLINE AS INDICATED.
5.
INSTALL REFLECTORS 10' OFF OF MARKED
USEABLE PAVEMENT EDGE UNLESS
OTHERWISE NOTED.
6.
IF PT'S OR APEXES VARY LOCATION ON
OPPOSITE SIDES OF PAVEMENT, UTILIZE THE
MARK SHOWN FOR LOCATING REFLECTORS.
Digitally Signed 05/26/2015
APEX
RUNWAY AND TAXIWAY REMARKING
11
ALVA, OKLAHOMA
ALVA REGIONAL AIRPORT
MATCHLINE SHEET E-203
12
MATCHLINE
ELECTRICAL
INSTALLATION
PLAN II
11
13
14
PT
TW A1
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Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:46 PM Plotter used: DWG To PDF.pc3
REV.
DATE
DESCRIPTION
3
1.
BY
TW B1
GENERAL NOTES:
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-202
SHEET
33
NUMBER
MATCHLINE SHEET E-202
GENERAL NOTES:
1.
SEE SHEETS E-201 AND E-202 FOR GENERAL
NOTES AND KEYED NOTES
ALIGN
MATCHLINE
11
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
PT
Digitally Signed 05/26/2015
ALIGN
PT
PT
11
APEX
ELECTRICAL
INSTALLATION
PLAN III
APEX
11
PT
13
PT
TW A2
13
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
15
15
RUNWAY AND TAXIWAY REMARKING
APEX
APEX
ALVA, OKLAHOMA
13
MATCHLINE SHEET E-204
PT
13
11
ALVA REGIONAL AIRPORT
ALIGN
PT
MATCHLINE
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Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:46 PM Plotter used: DWG To PDF.pc3
TW B2
REV.
DATE
DESCRIPTION
BY
11
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-203
SHEET
34
NUMBER
MATCHLINE
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-E200-EI04.dwg Last Save: 5/26/2015 12:00 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:46 PM Plotter used: DWG To PDF.pc3
BY
11
11
11
KEYMAP
0
RUNWAY AND TAXIWAY REMARKING
DESCRIPTION
1.
ALVA, OKLAHOMA
DATE
11
ALVA REGIONAL AIRPORT
REV.
PT
MATCHLINE
PT
MATCHLINE SHEET E-205
ALIGN
MATCHLINE SHEET E-203
GENERAL NOTES:
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
SEE SHEETS E-201 AND E-202 FOR GENERAL
NOTES AND KEYED NOTES
Digitally Signed 05/26/2015
ELECTRICAL
INSTALLATION
PLAN IV
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
1"
DRAWING NUMBER
E-204
SHEET
35
NUMBER
PT
PT
APEX
MATCHLINE
ALIGN
1.
ALIGN
SEE SHEETS E-201 AND E-202 FOR GENERAL
NOTES AND KEYED NOTES
Digitally Signed 05/26/2015
APEX
BY
MATCHLINE SHEET E-204
GENERAL NOTES:
11
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
13
DESCRIPTION
13
14
14
PT
ALIGN
PT
11
RUNWAY AND TAXIWAY REMARKING
ALVA, OKLAHOMA
ALVA REGIONAL AIRPORT
MATCHLINE SHEET E-206
11
MATCHLINE
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Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:46 PM Plotter used: DWG To PDF.pc3
REV.
DATE
TW A3
11
ELECTRICAL
INSTALLATION
PLAN V
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-205
SHEET
36
NUMBER
TW B3
PT
PT
ALIGN
GENERAL NOTES:
11
SEE SHEETS E-201 AND E-202 FOR GENERAL
NOTES AND KEYED NOTES
APEX
PT
ALIGN
PT
PT
PT
Digitally Signed 05/26/2015
BY
APEX
MATCHLINE
11
13
ALIGN
11
APEX
APEX
DESCRIPTION
MATCHLINE SHEET E-205
13
1.
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
11
13
PT
RUNWAY AND TAXIWAY REMARKING
ALVA REGIONAL AIRPORT
REV.
11
MATCHLINE SHEET E-207
MATCHLINE
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Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:46 PM Plotter used: DWG To PDF.pc3
11
ALVA, OKLAHOMA
ALIGN
DATE
PT
TW A4
13
ELECTRICAL
INSTALLATION
PLAN VI
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-206
SHEET
37
NUMBER
TW B4
GENERAL NOTES:
PT
1.
ALIGN
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
SEE SHEETS E-201 AND E-202 FOR GENERAL
NOTES AND KEYED NOTES
APEX
11
PT
12
ALIGN
Digitally Signed 05/26/2015
BY
13
DESCRIPTION
PT
APEX
11
DATE
13
REV.
ALIGN
ALVA, OKLAHOMA
ALVA REGIONAL AIRPORT
File: L:\2014\14071030 - AVK 2015 TWY Extension\Drawings\AVK-E200-EI07.dwg Last Save: 5/26/2015 12:02 PM Last saved by: Jharmstrong
Last plotted by: Armstrong, Jack, H. Plot Style: AECmono.ctb Plot Scale: 1:1 Plot Date: 5/26/2015 3:47 PM Plotter used: DWG To PDF.pc3
TW A5
PT
RUNWAY AND TAXIWAY REMARKING
MATCHLINE SHEET E-206
13
ELECTRICAL
INSTALLATION
PLAN VII
KEYMAP
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-207
SHEET
38
NUMBER
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
10'
2'
OFFSET
Digitally Signed 05/26/2015
CENTERLINE TRENCH SET
BY STRING LINE GUIDE
FINISHED
GRADE
BY
FULL STRENGTH
PAVEMENT EDGE
CENTERLINE OF DEB
CABLE SYSTEM
RUNWAY
OR
TAXIWAY
CENTERLINE OF STAKE
MOUNTED LIGHT FIXTURES
MAXIMUM
2.
CONNECT COUNTERPOISE GROUND RODS AND
CONDUCTORS WITH EXOTHERMIC WELDS ONLY.
3.
GROUND RODS SHALL BE DRIVEN VERTICALLY FULL DEPTH
PLUS 6" COVER MINIMUM.
4.
THE COUNTERPOISE SHALL BE INSTALLED 4" MINIMUM
ABOVE THE CABLE.
10"
MIN
BACKFILL IN ACCORDANCE
WITH L-108 SPECIFICATIONS
#6 AWG BARE SOLID COPPER
COUNTERPOISE
6"
WHEN ROCK IS
ENCOUNTERED, PROVIDE
3" SELECT BACKFILL
5 kV L-824 TYPE C CABLE
TRENCH TYPE "A" SHOWN
STAKE MOUNTED FIXTURES AND DIRECT-BURIED CABLE TRENCH DETAILS (CURRENT SYSTEM)
SCALE: NONE
ALVA, OKLAHOMA
1
E-301
ALVA REGIONAL AIRPORT
ONE L-824C CABLE
RUNWAY AND TAXIWAY REMARKING
COUNTERPOISE GROUND RODS SHALL BE COPPERCLAD
STEEL, 3/4" X 10' SIZE, SPACED A MAXIMUM OF 500' APART.
18"
MIN
DATE
1.
3" DETECTABLE WARNING TAPE
WITH LEGEND "CAUTION
ELECTRIC LINE BURIED BELOW"
REV.
COUNTERPOISE NOTES:
8"
MIN
DESCRIPTION
REPLACE SOIL AFTER SETTLING
ELECTRICAL
DETAILS I
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-301
SHEET
39
NUMBER
INSTALL L-823 CONNECTOR,
RECEPTACLE AND PLUG ENDS
CABLE TAG NOTES:
#6 SOLID BARE SOFT DRAWN
COPPER COUNTERPOISE
3/16" DIAMETER
HOLE
3/4" X 10' COPPERCLAD STEEL
GROUND ROD FOR LIGHT BASE, AND
REBAR GROUNDING
RW 18
EDGE
3/8" TEXT
SIZE
ALL CABLES SHALL BE IDENTIFIED.
2.
INSTALL CABLE TAGS 12" FROM THE L-823 CONNECTORS.
3.
CABLE IDENTIFICATION TAGS SHALL BE MADE FROM A
NON-CORROSIVE MATERIAL WITH THE CIRCUIT AND/OR LOOP
IDENTIFICATION NUMBER STAMPED OR ETCHED ONTO THE TAG.
4.
TAGS SHALL BE CIRCULAR IN SHAPE, 2-INCH MINIMUM
DIAMETER AND 20 GAUGE STAINLESS STEEL.
5.
SECURE EACH TAG TO THE CABLE USING WEATHER AND
ULTRAVIOLET RESISTANT NYLON CABLE TIES.
6.
TAG IDENTIFICATION TEXT SHALL BE COORDINATED WITH THE
OWNER AND THE ENGINEER DURING SUBMITTALS PRIOR TO THE
WORK.
12" (TYP)
INSTALL CABLE
TAG 12" FROM
L-823
CONNECTOR
(TYPICAL BOTH
SIDES OF
CONNECTOR)
3. INSTALL 1-PIECE HEAT SHRINK KIT ON PRIMARY
CABLE CONNECTORS.
4. DO NOT INSTALL HEAT SHRINK ON SECONDARY
CABLE CONNECTORS OF THE ISOLATION
TRANSFORMERS.
GROUND RODS SHALL BE INSTALLED NOT MORE THAN 500 FEET APART
FOR COUNTERPOISE AND AS SHOWN ON LAYOUT PLAN SHEETS.
TYPICAL CABLE TAG
2
2.
ONE GROUND ROD SHALL BE INSTALLED AT EACH LIGHT BASE FOR
GROUNDING THE LIGHT BASE AND ASSOCIATED STEEL REINFORCEMENT.
E-302
Digitally Signed 05/26/2015
SCALE: NONE
3
TYPICAL GROUND ROD CONNECTION
1
E-302
L-823 CONNECTOR INSTALLATION
FOR DIRECT EARTH BURIAL
SCALE: NONE
SCALE: NONE
2'-0"
TYPICAL
ABANDON EXISTING
CABLE IN PLACE
ARROWS SHALL INDICATE
DIRECTION OF DUCT OR
CABLE RUN (TYPICAL)
CABLE
REMOVAL NOTES:
NUMBER AND SIZE OF
DUCTS INSTALLED
BENEATH MARKER
(TYPICAL)
3/4" CHAMFER ALL
AROUND (TYPICAL)
MARKER NOTES:
1.
THE AIRPORT RESERVES THE RIGHT TO
SALVAGE USABLE COMPONENTS.
2.
ALL LIGHTING AND DEVICES SHALL BE
REMOVED BY THE CONTRACTOR. THE
ENGINEER AND AIRPORT WILL REVIEW THE
REMOVED EQUIPMENT. ITEMS DESIGNATED AS
SALVAGE SHALL THEN BE MOVED AND STORED
AS DIRECTED BY AIRPORT.
3.
ALL ITEMS THAT ARE NOT TO BE SALVAGED
SHALL BE CAREFULLY REMOVED FROM THE
AIRPORT AND PROPERLY DISPOSED.
4.
RECONNECT L-824C PRIMARY CABLE USING
L-823 SPLICE KIT WHERE INDICATED ON THE
PLANS.
1. LETTERS SHALL BE 4" HIGH, 3" WIDE, STROKE 1/2" WIDE, IMPRESSED 1/4" DEEP. LETTERS SHALL BE STENCILED.
2. MARKERS SHALL BE 4" THICK MINIMUM AND PROJECT 1" A.F.G. MAXIMUM.
3. MARKERS SHALL BE PAINTED AVIATION ORANGE.
4. COST OF CONCRETE MARKERS IS INCIDENTAL TO THE ASSOCIATED ITEMS OF DUCT OR CABLE.
5. CABLE AND SPLICE MARKERS SHALL IDENTIFY THE CIRCUITS WHICH THE CABLES BELONG TO.
6. EACH DUCT OF CONDUIT RUN SHALL BE MARKED APPROXIMATELY EVERY 200 FEET ALONG THE DUCT OR
CONDUIT RUN, WITH AN ADDITIONAL MARKER AT EACH CHANGE OF DIRECTION OF DUCT OR CONDUIT RUN.
7. EMPLOY THE FOLLOWING METHODS WHERE ADDITIONAL SPACE TO FIT THE LEGEND IS REQUIRED:
A. REDUCE LETTER SIZE TO 3" HIGH, 2" WIDE.
B. INCREASE THE MARKER SIZE TO 30"X30" MAX.
C. PROVIDE ADDITIONAL MARKERS PLACED SIDE BY SIDE.
4
E-302
CONCRETE SLAB MARKERS
SCALE: NONE
5
E-302
STAKE MOUNTED EDGE LIGHT REMOVAL
SCALE: NONE
RUNWAY AND TAXIWAY REMARKING
SPLICE
ALVA, OKLAHOMA
DUCT
4 - 4"
ABANDON EXISTING
COUNTERPOISE IN PLACE
ALVA REGIONAL AIRPORT
2'-0"
TYPICAL
RECOMPACT AND SEED
DISTURBED SOIL
(SUBSIDIARY TO LIGHT
REMOVAL)
REV.
REMOVE EXISTING LIGHT
FIXTURE, METAL STAKE,
CONCRETE ANCHOR AND
ISOLATION TRANSFORMER
DATE
DESCRIPTION
E-302
1. UTILIZE L-823 CONNECTORS ON THE CABLES IN
EACH MANHOLE, HANDHOLE, LIGHT BASE, OR
OTHER ACCESSIBLE LOCATION.
2. PROVIDE CABLE IN CONTINUOUS LENGTHS FOR
HOME RUNS OR OTHER LONG CABLE RUNS
WITHOUT CONNECTIONS, UNLESS AUTHORIZED
IN WRITING BY THE ENGINEER OR SHOWN ON
THE PLANS.
NOTES:
1.
CONNECTOR NOTES:
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
BY
3/4" X 10' COPPERCLAD STEEL
GROUND ROD FOR COUNTERPOISE
2"
EXOTHERMIC WELDED CONNECTION
(CADWELD OR APPROVED EQUIVALENT)
1.
INSTALL AIRPORT LIGHTING HEAT SHRINK KIT,
SUFFICIENT LENGTH TO COMPLETELY COVER
CONNECTOR AND 2" OF CABLE BOTH SIDES.
ELECTRICAL
DETAILS II
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-302
SHEET
40
NUMBER
L-861 LIGHT
6"
(MIN.)
3.
INSTALL FIXTURE NUMBERING TAG AND SET SCREW FACING PAVEMENT EDGE.
4.
DEMONSTRATE PROPER INSTALLATION LOCATION, ELEVATION, AND ORIENTATION
PRIOR TO PAVING WORK.
3. INSTALL NEW L-823 CONNECTOR KITS WITH HEAT
SHRINK AND CABLE TAGS AT ALL LIGHTS AND
GUIDANCE SIGNS.
5.
UTILIZE ONLY EXOTHERMIC WELDS BELOW GRADE.
6.
SUBMIT EXACT LOCATION LAYOUT OF EACH LIGHT INSTALLATION FOR APPROVAL
PRIOR TO INSTALLATION.
7.
INSTALL A DEDICATED EQUIPMENT SAFETY GROUND ROD WITH EXOTHERMIC
WELD AT EACH LIGHT FIXTURE.
8.
DO NOT CONNECT THIS ROD OR THE LIGHT TO THE COUNTERPOISE SYSTEM
(ISOLATION METHOD LIGHTNING PROTECTION).
2
E-303
EDGE LIGHT LAYOUT PLAN
SCALE: NONE
ALVA REGIONAL AIRPORT
ATTACH AND CONNECT COUNTERPOISE SYSTEM AND GROUND RODS USING
EXOTHERMIC WELDS ONLY.
STAKE MOUNTED EDGE LIGHT INSTALLATION
SCALE: NONE
MAXIMUM
2.
DATE
E-303
INSTALL NEW L-823 CONNECTOR KITS WITH HEAT SHRINK AND CABLE TAGS AT
ALL LIGHTS.
1. INSTALL FIXTURE SO NUMBERING TAG AND SET SCREW
FACE PAVEMENT EDGE.
2. PROVIDE RELOCATED LIGHTS WITH NEW LAMPS,
NEW TAGS, NEW COUPLINGS, NEW STAKES, NEW
CONNECTORS AND NEW L-830 TRANSFORMERS FOR
A COMPLETE REINSTALLATION.
4. INSTALL TRANSFORMERS OPPOSITE FROM THE
RUNWAY/TAXIWAY.
1
1.
REV.
NOTES:
LAYOUT NOTES:
RUNWAY AND TAXIWAY REMARKING
30" METAL STAKE SET IN DRILLED HOLES
DO NOT INSTALL STAKE BY DRIVING
Digitally Signed 05/26/2015
ALVA, OKLAHOMA
DEDICATED 3/4" X 10' COPPERCLAD
GROUND ROD WITH EXOTHERMIC WELD
(ISOLATION METHOD LIGHTNING
PROTECTION)
DEDICATED 3/4" X 10' COPPERCLAD STEEL GROUND ROD, #6
AWG BARE STRANDED COPPER BONDING JUMPER, UTILIZE
EXOTHERMIC WELD TO BOND JUMPER TO ROD AND
MECHANICAL CONNECTION FOR BONDING TO BASE CAN
EXTERNAL GROUND LUG, INSTALLED OPPOSITE SIDE FROM
PAVEMENT
BY
TO NEXT FIXTURE
L-824C CABLE
DESCRIPTION
L-861E
EDGE LIGHT
#6 AWG BARE SOLID COPPER COUNTERPOISE,
INSTALLED IN SAME TRENCH ABOVE CONDUIT,
ROUTED AROUND FIXTURES ON PAVEMENT SIDE
WITH 12" SEPARATION FROM FIXTURE BASE
TYP.
(MIN.)
STAKE GROUND TAB WITH
MECHANICAL CONNECTION
2'
12"
10'
6"
(MIN.)
1/2"
HEIGHT
(MIN.)
3/4"x10' COPPERCLAD STEEL
GROUND RODS, SPACED A
MAXIMUM OF 500' APART, CONNECT
USING EXOTHERMIC WELDS ONLY
5kV L-824C CABLES WITH 3'
SLACK
6"X6"X12"
CONCRETE
ANCHOR
REQUIRED TO
PREVENT
FROST HEAVE
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
EDGE OF PAVEMENT
BOND STAKE GROUND LUG TO LIGHT
FIXTURE VIA #6 AWG STRANDED COPPER
WIRE, PROVIDE SLACK FOR REMOVAL OF
LIGHT
#6 AWG BARE STRANDED COPPER
EQUIPMENT GROUND
12"
L-823 CONNECTORS
TO NEXT FIXTURE
CENTERLINE OF RUNWAY
OR TAXIWAY PAVEMENT
FRANGIBLE COUPLING AND DISCONNECT
PLUG
10"
(MIN.)
L-830 TRANSFORMER, SAND
BACKFILL 6" ALL AROUND TO
ENCASE TRANSFORMER AND
CONNECTORS
18"
MIN.
14"
NON-CORROSIVE METAL NUMBERING TAG
ATTACHED BY METAL SCREW, SEE DETAIL
FOR LEGEND REQUIREMENTS
ELECTRICAL
DETAILS III
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-303
SHEET
41
NUMBER
W
R
G
R
G
R
G
R
G
OK COA # 4193
EXPIRES 06/30/2016
1016 24th Avenue NW
Norman, OK 73069
(405) 329-2555
2"
2"
TW A
RW 4R
01
01
2"
THRESHOLD
Digitally Signed 05/26/2015
ROUND
SQUARE
BY
RUNWAY CENTERLINE
RUNWAY
10'
W
PROVIDE WEATHER RESISTANT, STAINLESS STEEL TAG WITH BLACK
FILLED 3/16" TALL LETTERS/NUMBERS, AND 1/2" TALL NUMBERS.
LEGEND SHALL INCLUDE CIRCUIT IDENTIFICATION AND NUMBER. ROUND
OR SQUARE AS INDICATED BY ENGINEER.
R
G
3.
TAGS SHALL BE INSTALLED SEQUENTIALLY ALONG THE PATH OF THE
TAXIWAY/RUNWAY CIRCUIT IN THE ORDER THAT THE SERIES CIRCUIT
CABLE IS CONNECTED. NEW CIRCUIT ID TAG NUMBERING SHALL
ORIGINATE AT THE FIRST AIRFIELD EQUIPMENT FIXTURE AS THE
CIRCUIT LEAVES THE AIRFIELD ELECTRICAL VAULT.
R
G
4.
LIGHT FIXTURES, GUIDANCE SIGNS, ETC. ALL ON THE SAME CIRCUIT
SHALL BE NUMBERED IN THE SAME SEQUENTIAL FASHION.
6.
RUNWAY LIGHT IDENTIFICATION TAGS ARE REQUIRED FOR THE
FOLLOWING RUNWAY CIRCUITS:
A. RUNWAY 18-36
10'
10'
W
W
CONFIGURATION NOTES:
RUNWAY EDGE
LIGHTS
1. RUNWAY EDGE LIGHTS ARE
LOCATED ON A LINE
APPROXIMATELY 10' FROM THE
RUNWAY PAVEMENT EDGE.
2. OUTERMOST THRESHOLD LIGHT
SHALL BE LOCATED IN LINE WITH
THE RUNWAY EDGE LIGHTS.
2
3. REFER TO PLANS FOR ADDITIONAL
LENS COLOR REQUIREMENTS.
1
E-304
E-304
AIRFIELD EQUIPMENT IDENTIFICATION TAG
SCALE: NONE
THRESHOLD LIGHTING CONFIGURATION
SCALE: NONE
CAUTION BURIED ELECTRIC LINE BELOW
GENERAL NOTES:
ALVA, OKLAHOMA
G
10'
R
RUNWAY AND TAXIWAY REMARKING
2.
ALVA REGIONAL AIRPORT
10'
DATE
INSTALL FIXTURE SO NUMBERING TAG AND SET SCREW FACE
PAVEMENT EDGE. NUMBERING TAG SHALL BE NON-CORROSIVE METAL
TYPE ATTACHED BY METAL SCREW.
G
10'
R
1.
REV.
RUNWAY THRESHOLD
LIGHTS
DESCRIPTION
LIGHT TAG NOTES:
ELECTRICAL
DETAILS IV
1. POWER MARKING TAPES SHALL BE DETECTABLE TYPE CONSTRUCTION
WITH RED BACKGROUND AND BLACK LETTERING.
2. COMMUNICATION MARKING TAPES SHALL BE DETECTABLE TYPE CONSTRUCTION
WITH ORANGE BACKGROUND AND BLACK LETTERING, "TELEPHONE LINE"
OR "FIBER OPTIC LINE" RESPECTIVELY.
3. TAPE SHALL BE DETECTABLE, DURABLE, HIGHLY VISIBLE, RESISTANT TO
ELEMENTS, MEETING AND/OR EXCEEDING ALL INDUSTRY STANDARDS.
4. PROVIDE MULTIPLE AND/OR WIDER TAPES FOR WIDER DUCT BANKS.
COORDINATE WITH ENGINEER.
JOB NO.: 14071030
DATE: MAY 2015
DESIGNED BY: WBG
DRAWN BY:
JHA
BAR IS ONE INCH ON
ORIGINAL DRAWING
0
3
E-304
UNDERGROUND DETECTABLE WARNING TAPE
SCALE: NONE
1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-304
SHEET
42
NUMBER