Drawings.pdf

DRAWING NO REV DATE DATE DESCIPTION

SO-D-1798021-G001 3/14/2018 COVER SHEET

SO-D-1798021-G002 3/14/2018

DRAWING INDEX, ABBREVIATIONS AND SYMBOLS

SO-D-1798021-G003 3/14/2018

SCOPE OF WORK, GENERAL & SAFETY CONTRACT NOTES

SO-D-1798021-G004 3/14/2018

SAFETY, GENERAL & OPERATIONAL AIRPORT NOTES

SO-D-1798021-G005 3/14/2018 AIRPORT UTILITIES NOTES AND CONTACTS

SO-D-1798021-C001 3/14/2018

STAGING AREA, HUAL ROUTE & AOA ACCESS

SO-D-1798021-C002 3/14/2018 MANHOLE DETAILS AND DUCT SECTIONS

SO-D-1798021-C003 3/14/2018 EROSION CONTROL DETAILS

SO-D-1798021-C004 3/14/2018 TRAFFIC CONTROL DETAILS

SO-D-1798021-R000 3/14/2018 FIBER DUCT BANK SHEET LAYOUT

SO-D-1798021-R001 3/14/2018 FIBER DUCT BANK SHEET 1 OF 12

SO-D-1798021-R002 3/14/2018 FIBER DUCT BANK SHEET 2 OF 12

SO-D-1798021-R003 3/14/2018 FIBER DUCT BANK SHEET 3 OF 12

SO-D-1798021-R004 3/14/2018 FIBER DUCT BANK SHEET 4 OF 12

SO-D-1798021-R005 3/14/2018 FIBER DUCT BANK SHEET 5 OF 12

SO-D-1798021-R006 3/14/2018 FIBER DUCT BANK SHEET 6 OF 12

SO-D-1798021-R007 3/14/2018 FIBER DUCT BANK SHEET 7 OF 12

SO-D-1798021-R008 3/14/2018 FIBER DUCT BANK SHEET 8 OF 12

SO-D-1798021-R009 3/14/2018 FIBER DUCT BANK SHEET 9 OF 12

SO-D-1798021-R010 3/14/2018 FIBER DUCT BANK SHEET 10 OF 12

SO-D-1798021-R011 3/14/2018 FIBER DUCT BANK SHEET 11 OF 12

SO-D-1798021-R012 3/14/2018 FIBER DUCT BANK SHEET 12 OF 12

SO-D-1798021-R013 3/14/2018 DUCT SYSTEM DIAGRAM

DRAWING NO REV DATE DATE DESCIPTION

LLG-D-ALS05L-C09 3/14/2018 LLG ALSF SITE PLAN

ASR SITE PLAN

GSO-D-RTR-C001 3/14/2018 GSO RTR SITE PLAN

SO-D-102676-C1 A 3/14/2018 ATCT SITE PLAN

SCOPE OF WORK

CONSTRUCT THREE FIBER CABLE PATHS TOTALING A DISTANCE OF 14,500 FEET. THE

NEW DUCTBANK SHALL CONSIST OF 2 EACH 4” DUCTS ALONG THE ENTIRE LENGTH.

THE DUCT SHALL BE CONCRETE ENCASED PVC OR BORED HIGH DENSITY

POLYETHYLENE CONDUIT (HDPE). THE TOP OF THE DUCTS SHALL BE INSTALLED AS

SHOWN ON THE DUCT PROFILE DRAWINGS WITH A MINIMUM OF 33” BELOW GRADE.

CONTRACTOR SHALL INSTALL 3 EACH – 1 1/4” CORRUGATED INNER DUCTS (THE

INNER DUCTS SHALL BE THREE DIFFERENT COLORS) IN EACH 4” DUCT. CONTRACTOR

SHALL ALSO INSTALL THE FIBER OPTIC CABLE; CONDUCT TERMINATION OR TESTING

WHERE INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE ALL

LABOR, EQUIPMENT AND MATERIALS TO INSTALL THE DUCT, INNER DUCT, FIBER

OPTIC CABLE, MANHOLES AND ALL OTHER APPURTENANCES AS DESCRIBED HEREIN

OR INDICATED ON THE DRAWINGS.

FIBER OPTIC CABLE INFRASTRUCTURE INSTALLATION:

1 CONSTRUCT A NEW 2X4” DUCT BANK FROM IDB LOC TO THE NEW GSO ASR FOR FOTS

CABLING. (SEGMENT 1)

2 CONSTRUCT A NEW 2X4” DUCT BANK FROM THE NEW GSO ASR TO THE RT SHELTER

FOR FOTS CABLING. (SEGMENT 2)

3 CONSTRUCT A NEW 2X4” DUCT BANK FROM THE RT SHELTER TO THE GSO ATCT FOR

FOTS CABLING. (SEGMENT 3)

4 PROVIDE AND INSTALL THREE (3) 1¼” CORRUGATED INNERDUCTS IN EACH NEW FOTS

CONDUIT.

5 INSTALL 35 MANHOLES AT THE LOCATIONS SHOWN ON THE DRAWINGS. THE

CURRENT ESTIMATE IS 9 TRAFFIC RATED MANHOLES AND 26 AIRCRAFT RATED

MANHOLES.

6 CONFIGURE THE DUCT SLOPE TO BE TO ENSURE PROPER DRAINAGE TOWARDS THE

MANHOLES.

FIBER CABLE INSTALLATION REQUIREMENTS:

1 PROVIDE NEW FIBER CABLES IN CONTINUOUS RUN BETWEEN THE IDB LOC & GSO

ASR , GSO ASR & GSO RTR AND THE GSO RTR & GSO ATCT.

2 PROVIDE AND INSTALL SINGLE MODE TWENTY-FOUR (24) STRAND FIBER CABLES

FROM THE LOC TO ASR. THE USE OF DIELECTRIC CABLES IS A FOTS STANDARD AND

GEL-FREE CABLES ARE REQUIRED FOR OUTDOOR AND INDOOR USE.

3 PROVIDE AND INSTALL SINGLE MODE TWENTY-FOUR (24) STRAND FIBER CABLES

FROM THE ASR TO RT. THE USE OF DIELECTRIC CABLES IS A FOTS STANDARD AND

GEL-FREE CABLES ARE REQUIRED FOR OUTDOOR AND INDOOR USE.

4 PROVIDE AND INSTALL SINGLE MODE TWENTY-FOUR (24) STRAND FIBER CABLES

FROM THE RR TO ATCT. THE USE OF DIELECTRIC CABLES IS A FOTS STANDARD AND

GEL-FREE CABLES ARE REQUIRED FOR OUTDOOR AND INDOOR USE.

5 PROVIDE AND INSTALL ST CONNECTORS FOR THE TERMINATION OF ALL STRANDS OF

FIBER CABLES

6 THE FOLLOWING METHOD IS ACCEPTABLE: FUSION SPLICE WITH COLOR CODED

PIGTAIL

7 THE FOLLOWING METHODS ARE NOT PERMITTED:FAN OUT KIT WITH ST CONNECTOR

AND HAND POLISHING, FUSION SPLICE-ON-CONNECTOR (WITH ST CONNECTOR),

MECHANICAL SPLICING, AND, FUSION SPLICING IN THE CONNECTOR

8 AT THE IDB LOC, INSTALL A NEW WALL MOUNTED TERMINATION / SPLICE CABINET

PER SPECIFICATION 2.8 IN THE AND TERMINATE THE CABLES. AT THE ASR, INSTALL A

NEW WALL MOUNTED TERMINATION / SPLICE CABINET PER SPECIFICATION 2.8 AND

TERMINATE THE CABLES. AT THE RT, THE FAA WILL INSTALL 2 NEW RACKS. INSTALL

A NEW TERMINATION / SPLICE CABINET PER SPECIFICATION 2.8 IN THE RACKS.

TERMINATE THE CABLES IN THE RACKS AND INSTALL SPLICE-ON CONNECTOR

PIGTAILS PER SPECIFICATION 2.9.

9 ALL FIBER WILL BE TESTED USING AN OPTICAL TIME DOMAIN REFLECTOMETER

(OTDR) AND LIGHT SOURCE/POWER METER.

GENREAL COSTRUCTION SAFETY NOTES

1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND EXECUTION OF ALL

WORK. THE CONTRACTOR SHALL BE RESPONSIBLE WITH COMPLYING WITH ALL

AIRPORT, LOCAL, STATE AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL

ACQUAINT HIMSELF AND HIS EMPLOYEES WITH THE PROVISIONS OF THE

CONTRACT AND AS LISTED BELOW. THE CONTRACTOR SHALL REFER TO THE

CONTRACT DOCUMENTS FOR ADDITIONAL RULES AND REGULATIONS CONCERNING

AIRPORT SAFETY AND SECURITY. THE CONTRACTOR SHALL CONFORM TO ALL

DIRECTIVES ISSUED EITHER ORALLY OR IN WRITING BY THE RESIDENT ENGINEER

REGARDING SAFETY ISSUES.

2 CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE LIMITS OF

CONSTRUCTION AREA OR HAUL ROUTES AS SHOWN ON THE PLANS

3 CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE MUD OR DIRT

DEPOSITED ON EXISTING PAVEMENT DUE TO HIS CONSTRUCTION ACTIVITY OR

WHEN CONDITIONS REQUIRE CLEANING AS DIRECTED BY THE AIRPORT.

GENERAL NOTES

1 THE LOCATION OF EXISTING UTILITIES AND TOPOGRAPHY HAS BEEN PREPARED

FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER.

2 GROUNDWATER ELEVATIONS SHOWN IN THESE CONSTRUCTION DOCUMENTS ARE

AS RECORDED AT THE TIME THE BORINGS WERE TAKEN AND ARE NOT INTENDED

TO BE REPRESENTATIVE OF THE GROUNDWATER ELEVATIONS AT THE TIME OF

CONSTRUCTION.

3 ALL TEMPORARY ROADS, FENCES, STRUCTURES, ETC. ESTABLISHED WITHIN THIS

CONSTRUCTION PACKAGE SHALL BE REMOVED AND THE AREA RESTORED TO ITS

ORIGINAL CONDITION PRIOR TO FINAL ACCEPTANCE OF WORK.

4 CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS IN

ASSOCIATION WITH LOCAL REGULATIONS AND CODE OF ORDINANCES AT HIS

EXPENSE PRIOR TO COMMENCEMENT OF WORK.

SITE CONDITIONS:

A. MATERIAL AND PERSONNEL STAGING AREAS SHALL BE AS SHOWN ON THE

PLANS. STOCKPILED MATERIALS SHALL BE STORED IN A MANNER SO THEY ARE

NOT A HAZARD TO PERSONNEL AND SHALL BE PREVENTED FROM BEING

DISLODGED BY WINDS.

B. DEMOLITION AREAS SHALL BE CLEARLY MARKED AND BARRICADED TO

PROTECT PERSONNEL FROM ACCIDENTALLY ENTERING THE AREA. THE

CONTRACTOR SHALL PROVIDE THE NAME AND TELEPHONE NUMBER OF PERSONS

TO BE ON CALL 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF

BARRICADES AND OTHER SAFETY ISSUES.

C. DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL

BE REMOVED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND AS

DIRECTED BY THE RESIDENT ENGINEER

D. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED

UNLESS THEY ARE IN ACCORDANCE WITH NFPA CODES AND APPROVED BY THE

RESIDENT ENGINEER.

SAFETY NOTES

1 AIRFIELD OPERATIONS - THE CONTRACTOR SHALL ACQUAINT ALL SUPERVISORS AND EMPLOYEES WITH THE

AIRPORT ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THIS ACTIVE AIR CARRIER AIRPORT AND

SHALL CONDUCT CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC

REQUIREMENTS AND GUIDELINES ON SAFETY SPECIFIED IN THE PROJECT SPECIFICATIONS AND AS

SPECIFIED BY PTIA AND THE FAA.

2 VEHICLE IDENTIFICATION - ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE

AIRPORT SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3' X 3' OR LARGER ORANGE AND WHITE

CHECKERED FLAG, EACH CHECK BEING 1' SQUARE. ALL VEHICLES OPERATING IN THE ACTIVE AIRCRAFT

OPERATIONS AREA (AOA) DURING THE HOURS OF DARKNESS SHALL BE EQUIPPED WITH A FLASHING

YELLOW DOME-TYPE LIGHT MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO

LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES.

3 GROUND CONTROL - VEHICLE DRIVERS REQUIRING ACCESS TO THE MOVEMENT AREA MUST NOTIFY

AIRFIELD OPERATIONS WITH THEIR INTENT PRIOR TO ENTERING THE MOVEMENT AREA. APPROVAL TO

ENTER THE MOVEMENT AREA MUST BE RECEIVED FROM ATC ON THE APPROPRIATE FREQUENCY.

4 WORK REQUIRING PAVEMENT CLOSURE SHALL BE PERFORMED IN ACCORDANCE WITH THE PHASING PLANS.

NO RUNWAY, TAXIWAY, APRON OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT APPROVAL OF AIRFIELD

OPERATIONS. TO ENABLE NECESSARY NOTICES TO AIRMEN (NOTAMS) OR ADVISORIES TO AIRPORT

SERVICES OR TENANTS, A MINIMUM OF SEVENTY-TWO (72) HOURS WRITTEN NOTICE OF REQUESTED

CLOSING SHALL BE DIRECTED TO THE RESIDENT ENGINEER WHO WILL COORDINATE THE REQUEST WITH

AIRFIELD OPERATIONS.

5 OPEN TRENCHES - ANY CONSTRUCTION ACTIVITY OR OPEN TRENCHES WITHIN 250' OF AN ACTIVE RUNWAY

CENTERLINE OR 107' OF AN ACTIVE TAXIWAY CENTERLINE WILL REQUIRE CLOSURE OF THE AFFECTED

RUNWAY OR TAXIWAY, UNLESS OTHERWISE APPROVED BY AIRFIELD OPERATIONS. (SEE NOTE 4 ABOVE) ALL

TRENCHING MUST BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCAL LAWS (INCLUDES OSHA

STANDARDS).

6 TRENCH MARKING - OPEN TRENCHES AND EXCAVATIONS LOCATED WITHIN 200' OF AN ACTIVE TAXIWAY

CENTERLINE SHALL BE PROMINENTLY MARKED WITH FLAGS AND LIGHTED BY APPROVED LIGHT UNITS

(FLARE POTS NOT ALLOWED) DURING HOURS OF RESTRICTED VISIBILITY AND DARKNESS. THE

CONTRACTOR WILL ENSURE THAT AN EMPLOYEE REMAINS ON-CALL TWENTY-FOUR (24) HOURS PER DAY

FOR EMERGENCY MAINTENANCE OF HAZARD LIGHTING AND BARRICADES. NO OPEN TRENCHES ARE

PERMITTED ADJACENT TO ACTIVE AOA, UNLESS APPROVED BY AIRFIELD OPERATIONS. THESE TRENCHES

SHALL BE BACKFILLED WHEN THE CONTRACTOR IS NOT PERFORMING CONSTRUCTION IN THESE TRENCHES.

DITCHES OR EXCAVATIONS PERMITTED TO REMAIN OPEN SHALL BE COMPLETELY ENCLOSED WITHIN

LIGHTED LOW-PROFILE BARRICADES. INDIVIDUAL FLAGS AND/OR LIGHTS WILL NOT BE PERMITTED AROUND

OPEN TRENCHES/EXCAVATIONS DURING NIGHTTIME HOURS.

7 OPEN FLAME - OPEN FLAME, WELDING OR TORCH-CUTTING OPERATIONS ARE PROHIBITED UNLESS

ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED BY

AIRFIELD OPERATIONS.

8 STOCKPILE, EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPEN EXCAVATIONS SHALL BE

TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT BLAST OR WIND

CONDITIONS IN EXCESS OF 10 KNOTS. STOCKPILED MATERIALS SHALL NOT BE PERMITTED WITHIN 400' OF

AN ACTIVE RUNWAY CENTERLINE OR 160' OF AN ACTIVE TAXIWAY CENTERLINE.

9 DEBRIS CONTROL - DEBRIS, WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT

MOVEMENT AREAS. IF OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENT AREAS, THE MATERIAL WILL BE

REMOVED IMMEDIATELY BY THE CONTRACTOR. THE RESIDENT ENGINEER MAY DIRECT THAT DEBRIS

PROBLEMS DURING CONSTRUCTION NOT CORRECTED BY THE CONTRACTOR BE CORRECTED BY OTHERS AT

THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL HAVE AN AUTOMATIC MOTORIZED VACUUM

SWEEPER ON SITE AT ALL TIMES. SWEEPERS SHALL HAVE NONMETALLIC BRISTLES.

10 INSPECTION BY OPERATIONS - PRIOR TO OPENING FOR AIRCRAFT USE AND THE DEPARTURE OF THE

CONTRACTOR'S WORK CREWS, THE RESIDENT ENGINEER WILL ARRANGE FOR INSPECTION BY AIRFIELD

OPERATIONS OF ANY RUNWAY, TAXIWAY SAFETY AREA, OR APRON THAT HAS BEEN CLOSED FOR WORK, OR

THAT HAS BEEN USED FOR A CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR. THESE AREAS MUST

COMPLY WITH THE SAFETY REQUIREMENTS DEFINED BY FEDERAL AVIATION REGULATIONS PART 139 AND

INTERPRETED BY THE DESIGNATED OPERATIONS INSPECTOR BEFORE PERMISSION FOR THE CONTRACTOR'S

WORK CREWS TO DEPART WILL BE GRANTED.

11 NO SMOKING SHALL BE ALLOWED WITHIN THE AOA.

12 AIRFIELD OPERATIONS STAFF SHALL HAVE THE AUTHORITY TO DISCONTINUE CONSTRUCTION OPERATIONS

AT ANY TIME, FOR ANY REASON. AIRFIELD OPERATIONS STAFF CAN REQUIRE THE CONTRACTOR TO LEAVE

THE AIRSIDE AOA AND EVACUATE THE WORK AREA WITHIN THIRTY (30) MINUTES AFTER RECEIVING NOTICE.

13 ALL BARRICADE LIGHTING, TEMPORARY SIGNAGE AND COVERS SHALL BE VERIFIED BY THE CONTRACTOR

FOR PROPER OPERATION AT THE END OF EACH DAY BEFORE THE CONTRACTOR CEASES OPERATION. THE

INTENSITY OF THE LIGHTS AND THE SPACING FOR BARRICADES SHALL BE ADEQUATE TO DELINEATE THE

HAZARDOUS AREA WITHOUT AMBIGUITY. NO MORE THAN 10% OF THE LIGHTS FOR BARRICADES SHALL BE

INOPERABLE AT ANY TIME, AND AT NO TIME SHALL TWO (2) CONSECUTIVE LIGHTS BE INOPERABLE. THE

CONTRACTOR SHALL IMMEDIATELY REPLACE ANY BARRICADES, LIGHTS OR FLAGS WHICH IN THE OPINION

OF THE RESIDENT ENGINEER ARE NOT ADEQUATE.

14 14. SAFETY GUIDELINES - IN THE INTEREST OF SAFETY, THE CONTRACTOR IS ALSO DIRECTED TO ACQUAINT

HIS/HER EMPLOYEES WITH THE PROVISIONS OF THE FOLLOWING FEDERAL AVIATION ADMINISTRATION

ADVISORY CIRCULARS: 150/5370-2F - OPERATION SAFETY ON AIRPORTS DURING CONSTRUCTION, 150/5210-5D - PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AN AIRPORT, 150/5200-18C - AIRPORT

SAFETY SELF INSPECTION, 150/5340-1L- STANDARDS FOR AIRPORT MARKINGS, ORDER SW 5200.5 - SAFETY

REQUIREMENTS ON AIRPORTS DURING AGENCY FUNDED CONSTRUCTION ACTIVITY.

SECURITY NOTES

1 GENERAL - THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED IN THE

PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL DESIGNATE IN WRITING TO THE RESIDENT ENGINEER, THE NAME OF THE "CONTRACTOR SECURITY OFFICER". THE CONTRACTOR SECURITY OFFICER SHALL

REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS OF THE CONTRACT.

2 CONSTRUCTION SECURITY COMMITTEE - A COMMITTEE SHALL BE ESTABLISHED CONCURRENT WITH THE LIFE

OF THIS CONTRACT TO MONITOR AND COORDINATE SECURITY PROVISIONS, ADOPT NEW SECURITY

PROVISIONS IF REQUIRED AND REVIEW AND APPROVE ALL MATTERS OF AIRPORT SECURITY RELATING TO

THIS CONTRACT. MEETINGS SHALL BE SCHEDULED BY THE RESIDENT ENGINEER. COMMITTEE MEMBERSHIP

SHALL INCLUDE THE CONTRACTOR SECURITY OFFICER, RESIDENT ENGINEER AND AIRFIELD OPERATIONS.

3 CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITY OFFICER SHALL BE

RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO

TIME, OTHER SECURITY PROVISIONS ADOPTED BY THE CONSTRUCTION SECURITY COMMITTEE. ALL NEW

CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTS PRIOR TO WORKING IN THE

CONSTRUCTION AREA.

4 ACCESS TO THE SITE - CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR AS

DIRECTED BY THE RESIDENT ENGINEER. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED

PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL

TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR

THE IMMEDIATE CLEAN-UP OF ANY DEBRIS DEPOSITED ALONG ANY ACCESS ROAD AS A RESULT OF THE

CONSTRUCTION TRAFFIC.

5 5. MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE

WILL USE THE ACCESS POINT AT THE CONTRACTOR'S STAGING AREA AS A DELIVERY ADDRESS AT THE

AIRPORT. THIS WILL PRECLUDE DELIVERY TRUCKS FROM ENTERING INTO THE AIRPORT TERMINAL AREA OR

INTO AIRCRAFT OPERATIONS AREAS INADVERTENTLY. ALL ASSOCIATED COSTS TO BE INCIDENTAL TO

VARIOUS OTHER BID ITEMS.

6 CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT

STORAGE AREA, PARKING AREA AND OTHER AREAS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE

DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE RESIDENT

ENGINEER. THE CONTRACTOR SHALL ERECT AND MAINTAIN SUITABLE FENCING, SIGNAGE AND WARNING

DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL SUCH AREAS.

7 VEHICLE IDENTIFICATION - THE CONTRACTOR, THROUGH THE CONTRACTOR SECURITY OFFICER, SHALL

ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUB-CONTRACTOR VEHICLES AUTHORIZED TO

OPERATE ON THE SITE. THE CONTRACTOR SHALL PROVIDE A CURRENT LISTING OF VEHICLES AND

COMPANIES AUTHORIZE TO ENTER AND CONDUCT WORK ON THE AIRPORT TO THE RESIDENT ENGINEER.

CONTRACTOR'S EMPLOYEE PERSONAL VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S STAGING

AREA OR CONTRACTOR'S EMPLOYEE PARKING AREA AND ARE NOT ALLOWED ON THE AIRFIELD AT ANY TIME.

8 IDENTIFICATION - EMPLOYEES - ALL CONTRACTOR EMPLOYEES AND EMPLOYEES OF APPROVED

SUBCONTRACTORS SHALL BE IDENTIFIED BY MEANS OF PTIA ISSUED IDENTIFICATION BADGES AT ALL TIMES

WHEN THEY ARE INSIDE THE AIRCRAFT OPERATIONS AREA. THE AIRPORT I.D. PROGRAM IS UNDER CONSTANT

REVIEW BY THE FAA AND THE AUTHORIZED SAFETY OFFICER AND ALL CONTEMPORARY REQUIREMENTS WILL

GOVERN. THE CONTRACTOR SHALL ASSIGN THE CONTRACTOR SAFETY OFFICER DESCRIBED ABOVE AS THE

SINGLE POINT OF CONTACT FOR ALL IDENTIFICATION AND BADGING REQUIREMENTS.

9 BACKGROUND CHECKS - THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WHO ARE BADGED AND

ALLOWED TO WORK ON THE AIRCRAFT OPERATIONS AREA UNESCORTED MUST BE SUBJECTED TO A

TEN-YEAR BACKGROUND CHECK IF THE EMPLOYEE WAS HIRED AFTER NOVEMBER 1, 1985. NO DEVIATIONS

FROM THIS REQUIREMENT WILL BE PERMITTED AND THE CONTRACTOR SHALL BEAR ALL COSTS FOR SUCH

CHECKS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL FINES LEVIED BY THE FAA FOR

CONTRACTOR'S NONCOMPLIANCE WITH SECURITY AND SAFETY REQUIREMENTS.

10 CONTINUING REQUIREMENTS FOR BADGING - ALL OTHER REQUIREMENTS OF THE AIRPORT'S WRITTEN POLICY

ON AIRPORT CONSTRUCTION IDENTIFICATION BADGING SHALL BE ADHERED TO INCLUDING ANY APPLICABLE

UPDATES OR CHANGES WHICH BECOME EFFECTIVE DURING THE COURSE OF THE PROJECT.

11 ALL PERSONNEL ON AOA SHALL WEAR AN IDENTIFICATION BADGE AS REQUIRED BY THE AIRPORT AUTHORITY.

12 OPERATORS OF VEHICLES MUST POSSESS A VALID DRIVER'S LICENSE FOR THE VEHICLE BEING OPERATED.

ALL PERSONNEL DRIVING WITHIN THE AOA ARE REQUIRED TO SUCCESSFULLY COMPLETE PTIA'S VEHICLE

OPERATOR CLASS AND MUST COMPLETE THE PTIA PROVIDED NON-MOVEMENT AREA AND/OR MOVEMENT

AREA DRIVER TRAINING COURSE TO DRIVE UNESCORTED ON THE AOA.

CONTRACTOR STORAGE, STAGING, DUST AND HAUL ROADS

A STORAGE AND STAGING

1. THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREA SPECIFIED FOR STOCKPILES, SHOPS, MAINTENANCE FACILITIES, AND ALL CONTRACTOR SUPPORT FACILITIES. NO OTHER SITES SHALL BE PERMITTED

ON AIRPORT PROPERTY WITHOUT WRITTEN APPROVAL FROM THE RESIDENT ENGINEER.

2. ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITE SHALL BE BORNE BY THE

CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO, PERMITTING, CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF TEMPORARY UTILITIES, ACCESS ROADS, SECURITY FENCING, ETC. AT THE CONCLUSION OF THE

CONTRACT THE CONTRACTOR SHALL LEAVE THE SITE IN A GRASSED, SMOOTH GRADED AND MOWABLE CONDITION.

3. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ALL REQUIRED UTILITIES. ON SITE PARKING OF HEAVY

EQUIPMENT WILL BE PERMITTED IN THE CONSTRUCTION AREAS.

B DUST CONTROL

1. SPECIFICATIONS ARE PROVIDED AS OUTLINE REQUIREMENTS FOR THE CONTRACTOR TO APPLY WATER, CHEMICALS, VEGETATION OR OTHER MATERIALS TO PREVENT THE OCCURRENCE OF DUST WHICH MAY BE

OBJECTIONABLE TO THE OPERATIONS/USERS OF THE AREA. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO

AIRPORT AUTHORITY OPERATIONS, MAINTENANCE AREAS, AND RENTAL CAR FACILITIES, ALSO, THE CONTRACTOR

SHALL DISCONTINUE OPERATIONS WHICH VIOLATE EXISTING LAWS AND REGULATIONS OR CREATE AN UNDUE

HAZARD TO AIR TRAFFIC. ALL COSTS FOR CONTROLLING DUST AND POLLUTANTS TO THE AIR OF ANY KIND SHALL

BE INCIDENTAL TO THE CONTRACT. THIS IS SPECIFICALLY APPLICABLE TO THE MAJOR FILL SITE, HAUL ROADS AND

EXCAVATED AREAS.

C HAUL ROADS

1. HAUL ROADS TO BE USED UNDER THIS PROJECT SHALL BE THOSE INDICATED ON THE DRAWINGS OR OTHERWISE

SPECIFICALLY DESIGNATED BY PTIA. IN GENERAL, THE CONTRACTOR SHALL CONFINE EQUIPMENT AND HAULING

TO THE AREAS UNDER CONSTRUCTION. NO DEBRIS SHALL BE ALLOWED ON THE ROADWAYS. THE PAVEMENT WILL

BE CLEANED BY THE CONTRACTOR USING POWER BROOMS OR SWEEPERS, AS REQUIRED, TO KEEP THE AREA

CLEAR OF SOILS, CLODS OR OTHER DEBRIS.

2. THE CONTRACTOR IS NOT PERMITTED TO OPERATE ANY CONSTRUCTION RELATED VEHICLES ON THE AIRPORT

ENTRANCE ROAD SYSTEM. ALL DELIVERIES TO THE STAGING AREA SHALL BE VIA DOWDEN ROAD AS SHOWN.

3. ALL COSTS FOR CONSTRUCTING, REMOVING AND RESTORING OF INCIDENTAL HAUL ROADS REQUIRED FOR THE

COMPLETION OF THE WORK SHALL BE INCLUDED AS OUTLINED IN THE SPECIAL PROVISIONS.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND MAINTAIN OFF-SITE HAUL ROUTES

(STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION

OVER THE AFFECTED ROUTE. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE

LEFT IN ACCEPTABLE CONDITION AS DEFINED BY THE RESIDENT ENGINEER 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 RESIDENT ENGINEER. EXCLUSIVE OF DESIGNATED SITE

IMPROVEMENTS, ALL OTHER TEMPORARY FENCING, DRAINAGE, GRADING AND TEMPORARY HAUL ROUTES OR

ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTORS TOTAL RESPONSIBILITY AND SHALL BE APPROVED

BY THE RESIDENT ENGINEER PRIOR TO THE WORK.

5. SPEED LIMITS ARE AS SPECIFIED IN THE VEHICLE DRIVER TRAINING COURSES AND AS POSTED THROUGHOUT

THE AOA.

UTILITY NOTES

1 THE LOCATION OF EXISTING UTILITIES AND TOPOGRAPHY HAVE BEEN PREPARED FROM THE MOST

RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. THE INFORMATION IS NOT GUARANTEED AND

IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE TOPOGRAPHY AND DETERMINE THE

EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.

2 ALL TEMPORARY ROADS, FENCES, STRUCTURES, ETC. ESTABLISHED WITHIN THIS CONSTRUCTION

PACKAGE SHALL BE REMOVED AND THE AREA RESTORED TO THEIR ORIGINAL CONDITION PRIOR TO

FINAL ACCEPTANCE OF WORK, UNLESS OTHERWISE NOTED IN THE PLANS OR DIRECTED BY THE

RESIDENT ENGINEER/CONTRACTING OFFICER'S REPRESENTATIVE (RE/COR).

3 ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE LIMITS OF CONSTRUCTION

AREA, PROJECT OFFICE, OR HAUL ROUTES AS SHOWN ON THE PLANS. CONTRACTOR IS ADVISED

THAT ALL EMPLOYEES WORKING INSIDE THE ORLANDO INTERNATIONAL AIRPORT (OIA) SECURE

FENCE MUST CONFORM TO ALL AIRPORT SECURITY REQUIREMENTS. STORMWATER AND

DEWATERING ARE COVERED UNDER EXISTING CAMPUS WIDE PERMITS.

4 CONTRACTOR SHALL COORDINATE ALL FDEP NOI PERMITS, HAULING PERMITS, DEWATERING

PERMITS, AND ANY OTHER DEVELOPMENT AND CONSTRUCTION PERMITS WITH THE EXISTING

CAMPUS WIDE PERMIT. A LETTER MODIFICATION TO THE EXISTING PERMIT MAY BE REQUIRED PRIOR

TO COMMENCEMENT OF WORK.

5 CONTRACTOR SHALL COMPLY WITH ALL LOCAL AIR QUALITY AND POLLUTION CONTROL

REGULATIONS THAT PERTAIN TO CONSTRUCTION ACTIVITIES.

6 CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE PROJECT SITE AND HAUL ROADS FROM

ANY FOREIGN OBJECT DEBRIS (FOD). CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE

MUD AND/OR DIRT, DEPOSITED ON EXISTING PAVEMENT DUE TO THEIR CONSTRUCTION ACTIVITY

DAILY OR WHEN CONDITIONS REQUIRE CLEANING AS DIRECTED BY THE RE/COR OR OIA AIRFIELD

OPERATIONS.

7 ANY DAMAGE TO FAA OR PTIA PROPERTY MUST BE REPORTED TO THE RE/COR AND OIA AIRFIELD

OPERATIONS AND REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE .

8 EXISTING UTILITY INFORMATION IS BASED ON ORLANDO INTERNATIONAL AIRPORT "AS-BUILT" AND

"RECORD" DRAWINGS, AND SITE VISITS BY THE UTILITIES DEPARTMENT AND THE ENGINEER. THE

EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL NOT BE

SCALED FOR EXACT LOCATIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO

CONTACT THE APPROPRIATE UTILITY/AGENCY PRIOR TO STARTING WORK, FOR THE LOCATION OF

EXISTING UTILITIES. ANY INTERRUPTION OF AN EXISTING SYSTEM OR UTILITY SERVICE SHALL BE

COORDINATED AND APPROVED BY THE AUTHORITY, AGENCY OR UTILITY HAVING JURISDICTION

PRIOR TO STARTING WORK.

9 ALL EXISTING SYSTEM/UTILITIES TO REMAIN SHALL BE PROTECTED FROM DAMAGE. REPLACEMENT

OF ANY DAMAGED EXISTING SYSTEM/UTILITIES TO REMAIN SHALL BE AT THE CONTRACTOR'S

EXPENSE. FAA CABLES CANNOT BE SPLICED. DAMAGE TO FAA CABLES WILL RESULT WITH THE

CONTRACTOR BEING RESPONSIBLE FOR COMPLETE REPLACEMENT OF THE FAA CABLE. SEE CABLE

PROTECTION CRITERIA CONTAINED IN THESE PLANS.

10 VARIOUS DIRECT BURIED FAA AND OTHER AIRPORT/UTILITY CABLES PASS THROUGH THE WORK

AREA. SOME OF THESE CABLES SERVE FAA FACILITIES (SUCH AS NAVAIDS) AND OTHER AIRPORT

FACILITIES WHICH ARE CRITICAL FOR SAFE AIRPORT OPERATION. IT'S OF THE UTMOST IMPORTANCE

THAT DAMAGE TO THESE CABLES BE PREVENTED. CABLE LOCATIONS SHOWN ON THE PLANS ARE

BASED UPON THE BEST INFORMATION AVAILABLE, BUT ARE NOT PRECISE. SCALING DIMENSIONAL

DATA FROM THE PLANS IS SPECIFICALLY PROHIBITED. DIMENSIONAL DATA NECESSARY FOR THE

CONSTRUCTION OF THE PROJECT HAS BEEN PROVIDED ON THE DRAWINGS. THE CONTRACTOR

SHALL PROVIDE THE RE/COR AN EXCAVATION PLAN ACCURATELY DETAILING ALL PLANNED

EXCAVATIONS BY THE CONTRACTOR FOR THE NEXT 14 DAYS. THE RE/COR WILL NOTIFY THE FAA

AND REQUEST THAT THE CABLES BE STAKED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR

THE COORDINATION WITH ALL OTHER UTILITY OWNERS TO OBTAIN THE UNDERGROUND UTILITY

MARKING/LOCATES. THE CONTRACTOR SHALL MAINTAIN ALL UNDERGROUND UTILITY LOCATES

MARKED IN THE FIELD. EVEN AFTER THE CABLES ARE STAKED, THE CONTRACTOR SHALL USE

ELECTRONIC DETECTION DEVICES AND CAREFULLY HAND EXCAVATE TO LOCATE CABLES. AFTER

UNDERGROUND UTILITIES ARE LOCATED, THE CONTRACTOR SHALL DOCUMENT EXACT LOCATIONS

(STATIONING, OFFSET, ELEVATION AND TYPE OF UTILITY) AND SHALL ACCURATELY MEASURE AND

RECORD THE DATA ON THE RECORD DRAWINGS. COPIES OF THIS MEASUREMENT AND RECORDING

OF THE DATA SHALL BE CONSIDERED INCIDENTAL TO THE RESPECTIVE PAY ITEMS PROVIDED. WHEN

ENCASING EXISTING FAA CABLES OR OTHER DIRECT BURIED CABLES IN SPLIT DUCT OR OTHERWISE

EXCAVATING IN THEIR VICINITY, CONTRACTOR SHALL HAND DIG AND USE EXTREME CAUTION TO

AVOID DAMAGING CABLES. ALL DAMAGE, EVEN IF SUPERFICIAL, SHALL BE REPORTED TO THE

RE/COR. IN MANY CASES SUPERFICIAL CABLE NICKS MAY BE INEXPENSIVELY REPAIRED, BUT IF NOT

REPAIRED WILL LEAD TO FAILURE OF THE CABLE. THE RE/COR SHALL MAKE THE DETERMINATION IF

REPAIR OR REPLACEMENT OF THE DAMAGE UTILITY IS NECESSARY. REPLACEMENT SHALL BE AT

THE RE/COR SOLE DISCRETION. ALL REPAIR METHODS SHALL BE SUBMITTED TO THE RE/COR FOR

APPROVAL PRIOR TO IMPLEMENTATION. ALL REPAIRS SHALL BE MADE AT THE CONTRACTOR'S

EXPENSE.

NOTAMS:

CONSTRUCTION NOTAMS WILL BE ISSUED BY AIRFIELD OPERATIONS. THE CONTRACTOR SHALL

MAKE REQUEST FOR NOTAMS THROUGH THE RE/COR FOR CLOSURE OF ACTIVE AIRFIELD

PAVEMENTS AS FAR IN ADVANCE AS POSSIBLE BUT NOT LESS THAN 72 HOURS IN ADVANCE OF THE

NEEDED CLOSURE. ARRANGEMENTS FOR CLOSURES ARE REQUIRED TO BE COORDINATED AT THE

AIRFIELD CLOSURE MONDAY MEETING PRECEDING THE WEEK OF THE PLANNED CLOSURE. IT

SHOULD BE NOTED THAT ALL CLOSURES MUST BE COORDINATED WITH OTHER PROJECTS AND THE

OPERATIONAL NEEDS OF THE AIRFIELD. CLOSURES ARE SUBJECT TO APPROVAL OF AIRFIELD

OPERATIONS. OIA AIRFIELD OPERATIONS SHALL HAVE THE AUTHORITY TO SUSPEND

CONSTRUCTION OPERATIONS IN CASE OF EMERGENCY, OR DUE TO UNSAFE CONDITIONS, AS

DETERMINED BY AIRFIELD OPERATIONS PERSONNEL.

12 THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER AND OTHER UTILITIES NEEDED TO COMPLETE

THE WORK. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES AND OBTAIN

APPLICABLE METERS AND PERMITS. THE CONTRACTOR SHALL NOT OBTAIN WATER FROM A

HYDRANT WHICH CURRENTLY HAS A PTIA METER.

THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK.

SITE CONDITIONS:

A. TRENCHES, EXCAVATIONS, AND DEMOLITION AREAS SHALL BE CLEARLY MARKED AND

BARRICADED TO PROTECT PERSONNEL FROM ACCIDENTALLY ENTERING THE AREA. THE

CONTRACTOR SHALL PROVIDE THE NAME AND TELEPHONE NUMBER OF PERSONS TO BE ON CALL 24

HOURS A DAY FOR EMERGENCY MAINTENANCE OF BARRICADES AND OTHER SAFETY ISSUES.

B. REFER TO SHEET XXXX FOR NOTES ON DUST AND DEBRIS CONTROL.

C. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS THEY ARE IN

ACCORDANCE WITH NFPA CODES AND APPROVED BY THE ARFF.

15 THE CONTRACTOR IS ADVISED THAT OTHER CONSTRUCTION ACTIVITIES MAY BE TAKING PLACE IN

AND AROUND THE PROJECT AREA. CONTRACTOR IS REQUIRED TO COORDINATE THEIR ACTIVITIES

WITH OTHER CONTRACTORS.

16 CONSTRUCTION WORK AREAS AND PHASING: IN CONJUNCTION WITH THE PRE-CONSTRUCTION

SUBMITTAL PHASE, THE CONTRACTOR SHALL SUBMIT THEIR OR HER PROPOSED PHASING PLAN, AT

OR BEFORE THE PRECONSTRUCTION CONFERENCE FOR REVIEW AND APPROVAL BY THE RE/COR

AND OIA AIRFIELD OPERATIONS. THE PLAN SHALL BE SUBMITTED ON STANDARD SIZE PLAN SHEETS

(NOT LARGER THAN 24” BY 36”), AND ON A SCALE OF NOT LESS THAN 1” = 50'. IT SHALL BE A

CONDITION OF THE CONTRACTOR'S SUBMISSION OF A BID FOR THIS PROJECT THAT THE OVERALL

PROJECT PHASING WILL REMAIN A DYNAMIC REQUIREMENT BEYOND THE BIDDING PERIOD.

AIRFIELD OPERATIONS REQUIRES THAT THE CONTRACTOR REMAIN FLEXIBLE IN ADDRESSING THE

FINAL PHASING OF HIS WORK UNDER THIS AGREEMENT IN COOPERATION TO PROVIDE THE BEST

COMBINATION OF WORK DURING PLANNED AIRFIELD CLOSURES. FOR EXAMPLE, DURING A CLOSURE

OF ONE OF THE AIRPORT RUNWAYS, WORK WITHIN THAT RUNWAY SAFETY AREA MAY BE

SEQUENCED TO TAKE ADVANTAGE OF THE ANTICIPATED CLOSURE, AND AVOID DUPLICATE OR

POTENTIAL CONSECUTIVE CLOSURES IN FAVOR OF A CONCURRENT CLOSURE. BY SUBMITTING A

BID, THE CONTRACTOR AGREES THAT UNLESS SUBSTANTIAL CHANGES ARE IMPLEMENTED

(DAYTIME VERSUS NIGHTTIME OPERATIONS, ETC.) THAT INVALIDATE THE GENERAL NATURE AND

SIZES AND SCOPES OF WORK WITHIN THE PROJECT, CONTRACTOR WILL ACCEPT THE LUMP SUM BID

AS COMPLETE AND SATISFACTORY PAYMENT FOR THE WORK AS BINDING ON THE REVISED LIMITS

OF WORK.

17 NO CONSTRUCTION ACTIVITY IS ALLOWED ON THE AOA WHEN WEATHER CONDITIONS ARE BELOW

THE FOLLOWING MINIMA. - CLOUD CEILING = 1,000 FT. - VISIBILITY = 3-MILES

PTIA

FAA SSC AIRFIELD OPERATIONS

STEVE PIEROTTI

336.314.5070 steve.pierotti@faa.gov

DUKE POWER AIRFIELD ELECTRICAL SHOP

NATHAN PINNIX

336.312.682 nathan.pinnix@duk-energy.com

AT&T TELEPHONE PLANNING

JEFF FRASIER

336.379.5908 jf3086@att.com

COLONILA PIPELINE COMPANY ENVIRONMENTAL PERMITTING

GARY MCGEE

336.669.7517 gmcgee@colpipe.com

NORTH CAROLINA 811 TELECOM

811 or 1-800-632-4949

THREE WORKING DAYS BEFORE YOU PLAN ON

DIGGING.

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NOTES

LOW PROFILE BARRICADES; AND SIGNS SHALL BE USED TO SEPARATE ALL

CONSTRUCTION AREAS FROM THE MOVEMENT AREA. LOW PROFILE

BARRICADES SHALL ALSO BE USED TO ENCLOSE OPEN EXCAVATIONS

BARRICADES SHALL BE 10 FEET LONG, COLLAPSIBLE, MARKED WITH

DIAGONAL, ALTERNATING ORANGE AND WHITE STRIPES AND FLASHING OR

STEADY BURNING RED LIGHTS .

BARRICADES SHALL BE SUPPLEMENTED WITH ALTERNATING ORANGE

AND WHITE FLAGS AT LEAST 20 BY 20 IN SQUARE AND SECURELY

FASTENED TO ELIMINATE FOD.

ALL BARRICADES MUST BE AS LOW AS POSSIBLE TO THE GROUND, AND NO

MORE THAN 18 IN HIGH EXCLUDING FLAGS AND LIGHTS.

BARRICADES MUST BE OF LOW MASS; EASILY COLLAPSIBLE UPON CONTACT

WITH AN AIRCRAFT OR ANY OF ITS COMPONENTS; AND WEIGHTED OR

STURDILY ATTACHED TO THE SURFACE TO PREVENT DISPLACEMENT FROM

PROP WASH, JET BLAST, WING VORTEX, OR OTHER SURFACE WIND

CURRENTS.

BARRICADES SHALL BE PLACED AS DIRECTED BY AIRFIELD OPERATIONS

PERSONNEL. BARRICADES SHALL BE SPACED 48 INCHES APART, AND EACH

BARRICADE SHALL BE SECURED WITH 2 EACH 25 POUND SANDBAGS.

ADDITIONAL SANDBAGS MAY BE REQUIRED IN AREAS OF JET BLAST.

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MONUMENT ID.

NORTHING EASTING

ELEVATION DESCRIPTION

AJ7000 (PACS) 856301.4400 1722606.8700 896.4 THE STATION IS A STAINLESS ROD IN A GREASE FILLED SLEEVE, DRIVEN TO

REFUSAL, ENCLOSED IN A NGS LOGO CAP STAMPED GSO D 2001

AJ7001 (PACS) 852234.1900 1723373.0200 893 THE STAION IS A NOS SURVEY DISK SET BY DRILLING INTO A 8 FT BY 8 FT

CONCRETE DRAIN. STAMPED GSO C 1997

AJ7002 (PACS) 858434.8500 1724572.0000 894.1 THE STATION IS A NGS HORIZONTAL CONTROL DISK STAMPED GSO E 2001

SET IS A CONCRETE BASE OF A LIGHTED TAXIWAY SIGN

DESIGNATION NORTHING EASTING DISTANCE

GSO- MH - 1 856781.1713 1721789.5020

157.81

GSO- MH - 2 856757.4950 1721633.4760

252.57

GSO- MH - 3 856507.6717 1721596.3050

228.21

GSO- MH - 4 856425.9618 1721383.2260

292.97

GSO- MH - 5 856137.4466 1721332.3510

450.04

GSO- MH - 6 855810.3903 1721641.5020

450.04

GSO- MH - 7 855483.3340 1721950.6530

469.69

GSO- MH - 8 855160.2461 1721609.7430

469.72

GSO- MH - 9 854837.1373 1721268.8110

223.67

GSO- MH - 10 854683.2763 1721106.4630

283.03

GSO- MH - 11 854488.5868 1720901.0350

510.76

GSO- MH - 12 854137.2460 1720530.3140

256.76

GSO- MH - 13 853960.6268 1720343.9520

380.26

GSO- MH - 14 853684.6231 1720605.5280

436.39

GSO- MH - 15 853384.4373 1720288.7840

291.22

GSO- MH - 16 853173.0619 1720489.1100

5153.15

BC - 1 853736.5251 1719770.0850

500.00

BC - 2 853378.0951 1720118.6940

443.80

BC - 3 853048.5206 1720415.9150

943.80

ALSF -2

855522.1339 1716694.1587

55.47

FAA MH - 01A 855512.6994 1716748.8180

250.76

FAA MH - 02A 855759.8066 1716791.4704

279.96

FAA MH - 03A 855960.0293 1716595.7899

280.13

FAA MH - 04A 856152.7095 1716799.1310

278.00

FAA MH - 05A 856343.9241 1717000.9253

694.48

FAA MH - 06A 856821.6054 1717505.0364

275.13

FAA MH - 07A 857010.8477 1717704.7493

222.38

FAA MH - 08A 856851.8045 1717860.1845

736.59

FAA MH - 09A 856325.0149 1718375.0234

404.63

FAA MH - 10A 856035.6324 1718657.8410

450.34

FAA MH - 11A 855713.5596 1718972.6072

278.00

FAA MH - 12A 855514.7417 1719166.9148

608.17

FAA MH - 13A 855079.1565 1719591.3399

295.55

FAA MH - 14A 854875.8404 1719376.8372

928.68

FAA MH - 15A 854231.0338 1718708.5079

133.55

ASR

854123.6892 1718810.8236

FAA MH - 01B 853919.6487 1719005.2525

613.44

FAA MH - 02B 853509.4757 1719461.3963

736.44

FAA MH - 03B 853126.8497 1720090.6320

518.58

FAA MH - 04B 853644.6557 1720118.9605

50.33

RT 853694.9093 1720121.7539

RT 853708.8543 1720122.5284

73.45

FAA MH - 05B 853782.1936 1720126.6042

280.20

FAA MH - 06B 853974.9399 1720329.9830

256.76

FAA MH - 07B 854151.5591 1720516.3450

510.76

FAA MH - 08B 854502.8999 1720887.0660

283.03

FAA MH - 09B 854697.5894 1721092.4940

224.09

FAA MH - 10B 854852.0504 1721254.8420

469.30

FAA MH - 11B 855174.5592 1721595.7740

513.61

FAA MH - 12B 855527.7510 1721968.6692

513.61

FAA MH - 13B 855880.9428 1722341.5645

224.09

FAA MH - 14B 856035.4038 1722503.9125

350.20

FAA MH - 15B 856275.9830 1722758.3959

224.09

FAA MH - 16B 856430.4440 1722920.7439

193.48

FAA MH - 17B 856563.5460 1723061.1699

440.60

FAA MH - 18B 856883.3227 1722758.0715

440.60

FAA MH - 19B 857203.1333 1722455.0089

433.00

FAA MH - 20B 856905.2597 1722140.7512

147.01

FAA MH - 21B 856860.6948 1722000.6602

IDB LOC

GSO ASR

GSO ATCT

GSO RTR

GSO ASR

GSO RTR

M H

A

M H

A

M H

A

M H

A

M H

A

M H

A

M H

A

M H

A

M H

A

M H

0A

M H

1A

M H

2A

M H

3A

M H

4A

M H

5A

M H

B

M H

B

M H

B

M H

B

M H

B

M H

0B

M H

1B

M H

2B

M H

3B

M H

4B

M H

5B

M H

6B

M H

7B

M H

8B

M H

9B

M H

0B

M H

1B

M H

B

M H

B

M H

B

M H

B

E X

. M H