SW8040836_Approved Plans_20150610

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BID SCHEDULE ill 1hUUDES AIRFIELD VAULTREHABILITATION
T IWA1 }D, C, J, AND G PAVED SHOULDERS, TAPERS, AND TAXIWAY LIGHTS
LIST OF DRAWINGS
DRAWIf4G
TITLE OF DRAWING
DATE
Al
TITLE SHEET
JUNE 2011
A2
PROJECT SAFETY PLAN (SHEET 1 OF 2)
JUNE 2011
A3
PROJECT SAFETY PLAN (SHEET 2 OF 2)
JUNE 2011
A4
PHASING PLAN - PHASE 1, 2A, AND 2B
JUNE 2011
A5
PHASING PLAN - PHASE 3 AND 3A
JUNE 2011
A6
PHASING PLAN - PHASE 4A AND 48
JUNE 2011
A7
PHASING PLAN - PHASE 5
JUNE 2011
A8
PHASING PLAN - PHASE 6 AND 7
JUNE 2011
S1
SURVEY LAYOUT PLAN (SHEET 1 OF 3)
JUNE 2011
S2
SURVEY LAYOUT PLAN (.SHEET 2 OF 3)
JU�W 2011
S3
SURVEY LAYOUT PLAN (SHEET 3 OF 3)
= ' .�lt1NE 2019
EXI
EXISTING CONDITIONS AND REMOVAL PLAN - PHASE 'I
JUNE 2011
EX2
EXISTING CONDITIONS AND REMOVAL PLAN - PHASE 2A AND 28 ' '
JUNE 2011
EX3.1
EXISTING CONDITIONS AND REMOVAL PLAN - PHASE 3
JUNE 2011
EX3.2
EXISTING CONDITIONS AND REMOVAL PLAN - PHASE 3A
JUNE 2011
'EX4.1
EXISTING CONDITIONS AND REMOVAL PLAN - PHASE 4A AND 4B (SHEET 1 OF 2)
JUNE 2011
EX4.2
EXISTING CONDITIONS AND REMOVAL PLAN - PHASE 4A (SHEET 2 OF 2)
JUNE 2011
EX5
EXISTING COND17IONS AND REMOVAL PLAN -PHASE 5
JUNE 2011
EXfi
F-AS71NG CONDITIONS AND REMOVAL PLAN - PHASE 6
JUNE 2011
EX7
EXISTING CONDITIONS AND REMOVAL PLAN - PHASE 7
JUNE 2011'
G1
LAYOUT AND FINISH GRADE P - PHASE 1
JUNE 2011
G2
LAYOUT AND FINISH GRADE PLAN - PHASE 2A AND 28
JUNE 2011
G3
LAYOUT AND FINISH GRADE PLAN - PHASE 3
JUNE 2011
G4.1
LAYOUT AND FINISH GRADE P - PHASE 4A AND 48 (SHEET 1 OF 2)
JUNE 2011
G4.2
LAYOUT ARID FIND GRADE P - PHASE 4A (SHEET 2 OF 2)
JUNE 2011
G5
LAYOUT AND FIND MADE PLAN - PHASE 5
JUNE 2011
C6
LAYOUT AND FINISH GRADE P - PHASE 6
JUNE 2011
G7
LAYOUT AND FINISH GRADE P - PHASE 7
JUNE 2011
ECDI
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
JUNE 2011
01
TYPICAL SECTIONS AND PAVING DETAILS
JUNE 2011
M1
MARKING PLAN — PHASE 1
JUNE 2011
M2
MARKING PLAN - PHASE 2A AND 28
JUNE 2011
M3
MARKING P - PHASE 3
JUNE 2011
M4:1
MARKING PLAN - PHASE 4A AND 48 (SHEET 1 OF 2)
JUNE 2011
M4.2
MARKING PLAN - PHASE 4A (SHEET 2 OF 2)
JUNE 2011
M5
MARKING PLAN - PHASE 5
JUNE 2011.
M6
MARKING PLAN - PHASE 6
JUNE 2011
M7
MARKING PLAN - PHASE 7
JUNE 2011
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DRAWING
TITLE OF DRAWING
DATE
_J
L1
LIG owr . ' _$ AND CIRCUIT PLAN - PHASE 1
JUNE 2011
cc
L.2
LIGHTING I AY(� T AND CIRCUIT PLAN - PHASE 2A " AND :
JUNE 2011
Q
0- �
L3.1
LIGHTING 1A YOUT AND CI - PHASE 3
JUNE 2011
Q --}
'PLAN
J
L3.2
LIGHTING LAY0,*17 AND CIRCUIT -- PHASE 3A
JUNE 201`1
_J Cr
Ld
L4,1
LIGHTING LAYOUT AND CIRCUIT PLAN - PHASE 4A AND 48 (SHEET 1 OF 2)
JUNE 2011
Q U >_ �
L4,2
LIGHTING LAYOUT AND CIRCUIT PLAN - PHASE 4A AND . (SHEET 2OF ' 2)
JUNE 2011
_ n ? LU
W
L5
LIGHTING LAYOUT AND CIRCUIT PLAN - PHASE 5
JUNE 2011
<t � i< _
L6
LIGHTING LAYOUT AND CIRCUIT PLAN - PHASE 6
JUNE 2011
z Q
L7
LIGHTING LAYOUT AND CIRCUIT PLAN -PHASE 7
JUNE 2011
Li Q W
LH1
LIGHTING NOMERUN LAYOUT
TUNE 2011
w
Z -J
Q n
LC1
LIGHTING SCHEMATIC - CIRCUIT is WEST AND X
JUNE 2011
_Z
® Q !-
LC2
LIGHTING SCHEMATIC - CIRCUIT "A-C"
JUNE 2011
� �
0 z .,
LC3
LIGHTING SCHEMATIC - CIRCUIT *B-C-G-N*
JUKE 2011
� i � V)
LD1
LIGHTING EETAIL.S (SHEET 1 OF 2)
JUNE 2011
„ L IJ
LD2
LIGHTING IXTAILS (SHEET 2 OF 2)
JUNE 2011
Q
Xt
CROSS SE41IONS - TAYJWAY B SOUTH (SHEET 'I OF 2)
JUNE 2011
F_
X2
CROSS SECTIONS - TAXIWAY _8 SOUTH (SHEET 2 OF 2)
JUNE 2011
x
X3
CROSS SECTIONS - TAXIWAY B FORTH (SHEET 1 OF 3)
JUNE 2011
X
X4
CROSS SECTIONS - TAXIWAY 8 NORTH (SHEET 2 OF 3)
JUNE 2011
X5
CROSS SEMONS - TAXIWAY B (SKEET 3 OF 3)
JUNE 2011
X6
CROSS SEMI ' ' ` AYg C
JUNE 2011
X7
�� T
CROSS SECTIONS C { 2 OF 2
._.
w_
X8
CROSS SECTIONS :AAWAYS J AND G f
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AIRFIELD
U:C-HTING VAULT REHADILI I. [ SCH
DULE III
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DRAWING
TITLE OF DRAWING
DATEr
,ie9.eLV.4os A ,`o.
ELECTRICAL NOLEGENDS, SCHEDULES
JUNE 20.11.
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E-1
aES,
E---2 `
ELECTRICAL VAUULT PLANS
JUNE 2011
Date
E -3
ELECTRICAL FIBM & COMMUNICATIONS PLAN
JUNE 201-1
JUNE 2011
E 4
ELECTRICA. SITE PLAN
JUNE 2011
Scale
E-5
ELECTRICAL FIBER COMMUNICATIONS DETAILS
JUNE 2011
NONE
Drawn
- E--6
ELECTRICAL BLOCK DIAGRAM OF VAULT EQUIPMENT
JUNE 2011
PCC
E-7
ELECTRICAL BLOCK DIAGRAM OF ATCT EQUIPMENT
JUNE .2011
Checked
E-8
ELECTRICAL; RCM & MCMM#11 WIRING DIA
JUNE 2011
ABM
;E�-9
ELECTRICAL - DETAILS & CCR , � � �.' a
E996�-
JUNE 2011
Pro je�ct . No.
E--10
1 64*4
ELECTRICAL - TOU,- SCREEN µ
JUNE 2011
3301-1004
, _ .
JUNE 201:1
Sheet .No.
E-11
ELECTRICAL TOWER E
CLOSURE A
M-1
AIRFIELD '.L OH nNG * , VAULT REH _. 4 e f.
JUNE 2011
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SAFETY PLAN REQUIREMENTS
THE INTENT OF THIS PLAN IS TO ESTABLISH CERTAIN SAFETY REQUIREMENTS THAT MUST BE ADHERED TO BY THE
!
i ! L
CONTRACTOR
1
i I! i #
I1 CONSTRUCTION i` i
- -
TRAFFIC L i
AREAS)
i AIR ;TEMPORARY CLOSURE i ! If
17-35 DURING
i. 1►WORK SAFETY i AND - PHASED CLOSURES TAXIWAY . ASINDICATED ON THE PLANS.
SEQUENCE OF
1. THE PROJECT AREA IS LOCATED WITHIN THE AIRCRAFT OPERATIONS AREA (AOA). THIS IS A CLOSELY MAINTAINED
SECURITY AREA WITH RESTRICTED ACCESS. THE CONTRACTOR WILL BE REQUIRED TO MEET ALL REQUIREMENTS
FOR ENTERING AND OPERATING IN THIS AREA AT ALL TIMES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO FAMILIARIZE HIMSELF WITH ALL REQUIREMENTS FOR ENTERING AND OPERATING IN THE AOA. FURTHER, IT WILL
REMAIN THE CONTRACTOR'S RESPONSIBILITY TO KEEP HIMSELF ADVISED OF ANY CHANGES IN REQUIREMENTS, TO
ADHERE TO CURRENT REGULATIONS, AND TO ADHERE TO CURRENT REGULATIONS FOR SECURITY BADGING OF HIS
PERSONNEL (SEE GENERAL NOTE 4). CONTRACTOR SHALL ALSO HAVE PERSONNEL TRAINED TO OPERATE AND
MONITOR AIRPORT SECURITY GATES USED DURING THE PROJECT (SEE GENERAL NOTE 5).
2. THE CONTRACTOR SHALL NOT BEGIN WORK UNLESS AND UNTIL 72 HOURS PRIOR NOTICE HAS BEEN GIVEN TO THE
ENGINEER AND AIRPORT MANAGEMENT, CROSSING OF RUNWAYS OR TAXIWAYS IS ALLOWED ONLY IF THE RUNWAY
OR TAXIWAY IS CLOSED. CONTRACTOR IS PROHIBITED FROM ENTERING THE RUNWAY 6-24 AND RUNWAY 17-35
SAFETY AREAS AT ANY TIME UNLESS THE RUNWAY IS CLOSED. SEE GENERAL NOTE 1.
3. PRIOR TO MOVING IN CLOSE PROXIMITY TO AN ACTIVE RUNWAY OR TAXIWAY OR CROSSING THE RSA, THE
CONTRACTOR MUST CLEAR SUCH ACTION BY TWO-WAY RADIO THROUGH THE AIR TRAFFIC CONTROL TOWER
(ATCT), WHO WILL THEN ISSUE THE APPROPRIATE ADVISORIES TO AIRCRAFT AND CONSTRUCTION TRAFFIC.
CONTRACTOR WILL BE REQUIRED TO PROVIDE TWO-WAY RADIO (SEE GENERAL NOTE 6). IF THE CONTROL TOWER
IS NOT MANNED, CONSTRUCTION ACTIVITIES SHOULD BE COORDINATED THROUGH THE PUBLIC SAFETY OFFICE,
CROSSING OR ENTERING ACTIVE AIR OPERATIONS AREA WITHOUT PRIOR APPROVAL FROM AIR TRAFFIC CONTROL
TOWER WILL SUBJECT CONTRACTOR TO BEING FLED A MINIMUM $10,,000 PER INCURSION AND LOSS OF PRIVILEGE
OF MOVING ACROSS ACTIVE AIR OPERATION AREAS.
4. IN AN EMERGENCY SITUATION THE CONTRACTOR IS TO NOTIFY THE PUBLIC SAFETY OFFICE IMMEDIATELY. THE
PUBLIC SAFETY OFFICE CAN BE REACHED BY PHONE AT 910-341-4336.
5. TWO --WAY RADIO COMMUNICATIONS WITH AIR TRAFFIC CONTROL TOWER WILL BE ON FREQUENCY 121.9 MHZ.
COMMUNICATION WITH THE PUBLIC SAFETY OFFICE SHALL BE BY CELLULAR PHONE, 910-341-4336. SEE GENERAL
NOTE 6.
6. SEE GENERAL NOTE 5 FOR AIRPORT ENTRY AND DEPARTURE PROCEDURES AND FOR VEHICLE MARKING
REQUIREMENTS.
7. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL DESIGNATE A REPRESENTATIVE AND ALTERNATE TO
CONTACT ON A 24 HOUR BASIS SHOULD PROBLEMS ARISE. THE CONTRACTOR SHALL PROVIDE A CONTACT LIST
FOR ALL SUPERVISORY PERSONNEL AND ALL SUBCONTRACTORS.
8. A DAILY START-UP AND SHUT -DOWN CHECKLIST WILL BE JOINTLY PREPARED BY THE CONTRACTOR, RESIDENT
PROJECT REPRESENTATIVE, AND AIRPORT MANAGEMENT. THE CHECKLIST WILL BE FOLLOWED THROUGHOUT THE
PROJECT. THIS CHECKLIST SHALL INCLUDE, BUT NOT BE LIMITED TO, BARRICADES, FLAGS, HAUL ROUTES,
SECURING OF ACCESS GATES, CLEAN UP, ETC. THE CONTRACTOR'S SITE SUPERVISOR AND LABOR CREW SHALL
NOT LEAVE THE WORK SITE UNTIL SUCH TIME AS THE PUBLIC SAFETY OFFICE HAS INSPECTED THE AREA AND
SIGNED OFF ON THE DAILY CHECKLIST.
9. UNDERGROUND UTILITIES ARE KNOWN TO BE LOCATED IN THE PROJECT AREAS. EXISTING UNDERGROUND UTILITIES
INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, PROGRESS ENERGY, NATIONAL WEATHER SERVICE
CABLE AND OTHER UTILITIES MAY BE IN THE PATH OF CONSTRUCTION. LOCATIONS OF UTILITIES IF SHOWN ON THE
PLANS ARE APPROXIMATE ONLY, ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY INDICATED ON PLANS. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND 'ROT`ECT` EXISTING UTILITIES AND FACILITIES FROM
DAMAGE_ SEE PROJECT SPECIAL PROVISIONS. THE CONTRACTOR SHALL COORDINATE WITH FAA -SYSTEM
SUPPORT, THE NATIONAL WEATHER SERVICE, AND AIRPORT MANAGEMENT WHEN WORKING IN AREAS CONTAINING
FAA, WEATHER, OR AIRFIELD LIGHTING CABLE.
CONTACTS ARE:
AIRPORT MS. JULIE WILSEY 341-4333
MR. WHITNEYPREASE 341-4333
FAA --SYSTEM SUPPORT MR. BRIAN RIPORTELLA 815-496-9
NATIONAL WEATHER SERVICE MR. MIKE CAROPOLO 762-42-89
FOR ADDITIONAL REQUIREMENTS RELATED TO PROTECTION OF EXISTING UTILITIES, INCLUDING CABLES, CONTROLS,
NAVAIDS AND WEATHER SERVICE FACILITIES SEE PROJECT SPECIAL PROVISIONS.
10. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS IN REGARD
TO CONSTRUCTION NOISE AND EROSION CONTROL,. DURING CONSTRUCTION.
11. THE CONTRACTOR SHALL CLEAN ALL CONSTRUCTION AREAS OF LITTER, LOOSE PAPERS, DEBRIS, ETC. ON A DAILY
BASIS, OR AS DIRECTED BY THE ENGINEER. PRIOR TO THE CLOSE OF DAILY OPERATIONS, CONTRACTOR SHALL
INSPECT ALL ACTIVE AIR OPERATIONS AREAS AND CONSTRUCTION AREA FOR FOD AND LITTER. ALL DEBRIS
SHALL BE CLEANED UP AND PROPERLY DISPOSED OF PRIOR TO RELEASE OF CREWS FROM EACH SHIFT.
12. MEN, EQUIPMENT OR OTHER CONSTRUCTION ---RELATED MATERIAL ARE NOT ALLOWED WITHIN THE RSA OF AN OPEN
RUNWAY AT ANY TIME UNLESS APPROVED BY THE AIR TRAFFIC CONTROL TOWER OR WHEN THE RUNWAY IS
CLOSED (SEE GENERAL NOTE 1). MEN, EQUIPMENT OR OTHER CONSTRUCTION -RELATED MATERIAL WILL NOT BE
PERMITTED CLOSER THAN 300 FEET FROM THE EDGE OF ANY RUNWAY OR 100 FEET FROM THE EDGE OF ANY
TAXIWAY WITHOUT PRIOR PERMISSION FROM THE AIRPORT MANAGEMENT.
13. DURING CONSTRUCTION, ADJACENT APRONS, TAXILANES, TAXIWAYS, AND RUNWAY WILL BE OPEN TO AIRCRAFT
UNLESS OTHERWISE NOTED. AIRCRAFT HAVE THE RIGHT OF WAY AT ALL TIMES. CONTRACTOR SHALL BE AWARE
OF THE AIRCRAFT MOVEMENTS AND THE JETBLAST AND/OR PROP --WASH ASSOCIATED WITH THESE AIRCRAFT. THE
CONTRACTOR SHALL SECURE LOOSE ITEMS AT ALL TIMES AND SHALL LOCATE STOCKPILES OF MATERIALS OR
EQUIPMENT AWAY FROM AIRCRAFT OPERATION AREAS.
14. INSPECTION - FREQUENT INSPECTIONS WILL BE MADE BY THE AIRPOR PUBLIC SAFETY OFFICE DURING CRITICAL
PHASES OF THE WORK TO ENSURE THAT THE CONTRACTOR IS FOLLOWING THE RECOMMENDED AIRFIELD SAFETY
PROCEDURES.
15. EXCAVATIONS - CONTRACTOR MUST PROMINENTLY MARK OPEN TRENCHES AND EXCAVATIONS AT THE
CONSTRUCTION SITE WITH RED OR ORANGE FLAGS, AS APPROVED BY THE AIRPORT, AND BACKFILL OR LIGHT THEM
WITH RED LIGHTS DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS. OPEN TRENCHES OR EXCAVATIONS ARE
NOT PERMITTED WITHIN 250 FEET OF THE RUNWAY CENTERLINE AND AT LEAST THE EXISTING RSA DISTANCE FROM
THE RUNWAY THRESHOLD WHILE THE RUNWAY IS OPEN. IF THE RUNWAY MUST BE OPENED BEFORE EXCAVATIONS
ARE BACKFILLED, COVER OR BACKFILL THE EXCAVATIONS APPROPRIATELY. COVERINGS FOR OPEN TRENCHES OR
EXCAVATIONS MUST BE OF SUFFICIENT STRENGTH TO SUPPORT THE WEIGHT OF THE HEAVIEST AIRCRAFT
OPERATING ON THE RUNWAY.
16. ALL AIRFIELD LIGHTING AND LIGHTED SIGNS OUTSIDE AREAS CLOSED FOR CONSTRUCTION SHALL BE KEPT
OPERATIONAL THROUGHOUT THE DURATION OF THE PROJECT.
IS
THE INTENT OF THE OWNER THAT THE WILMINGTON INTERNATIONAL AIRPORT WILL REMAIN
TO AIR
TRAFFIC DURING �' ACCOMPLISHED R THIS PROJECT.
OPEN
BE MORE THAN ONE CONTRACTOR WORKING ON THE AIRPORT SIMULTANEOUSLY. THE
CONTRACTOR WILL BE REQUIRED TO COORDINATE ALL WORK- TO MINIMIZE
CONFLICTSOTHER CONTRACTORS.
RUNWAYS 6-24 AND i i FOR ALL WORK
RUNWAY SAFETY AREA. i -' 1 SHALLPROVIDE L MINIMUM 7 BUSINESS DAYS NOTICE
i. THE AIRPORT AND
ENGINEER PRIOR
ii..i PROPOSED
!4 RUNWAY
lyL CLOSURE DATES. PRIOR
TO REOPENING THE RUNWAY, CONTRACTOR MUST REMOVE CLOSURE CROSSES AND
BARRICADES AND
PERFORM
; titl WALK
THROUGH OF , . i AREA
WITH AIRPORT
RESIDENTPERSONNEL AND THE PROJECT REPRESENTATWE TO CONFIRM THAT THE RUNWAY
AND SAFETY AREAS ARE F i i* OTHER ! HAZARDS.
CLOSURETHE L REQUIRED ;• ALL WORK
RUNWAY SAFETY AREA (RSA), INCLUDING DEMOLITION, GRADING, PAVING, LIGHTING, AND
MARKING.
ALL WORK
SAFETY L" ► SHALL COMPLETED RUNWAY
CLOSED AND SHALL BE CLOSELY COORDINATED WITH LOCAL FAA PERSONNEL,
THE AIRPORT.
RUNWAY MAY NOT BE
CLOSED CONCURRENTLY RUNWAY
L i
NOTE THAT THE TAXIWAY A% V, 'H". AND 'F' REHABILITATION PROJECT MAY BE OCCURRING
AT THE SAME TIME AS THIS PROJECT. THE TAXIWAY i , PROJECT REQUIRES
CLOSURE OF RUNWAY FOR , PORTION ; •L i• ON BOTH
PROJECTS WILL BE REQUIRED TO JOINTLY AND CLOSELY COORDINATE RUNWAY CLOSURES SO
THAT ONLY ONE L CLOSED AT A TIME. IN ADDITION L AND
PROJECTREQUIRE i OF , FOR - i I>e OF ORDER
TO MINIMIZE IMPACTS
1 TO THE AIR
CARRIER
RAMP,
L r i t ON
PHASE
R L AND PHASE 1
NOT BE PERFORMED CONCURRENT WITH THE CLOSURE OF TAXIWAY F. CONTRACTORS ON BOTH
PROJECTS ' i JOINTLY AND CLOSELY COORDINATEi' L AFFECTS
ACCESS TO
THE AIR
CARRIER
1. RAMP.
EXCEPT FOR
HAULING AND PAVING WORK, BE
PERFORMED
is Osi DURING
! DAYTIME,
CONTRACTOR MAY WORK 24 HOURS PER DAY.
2. PRIOR
TO LEAVING
- EACH L CONTRACTOR SHALL RETURN
►! EQUIPMENT AND
MATERIALS TO THE STAGING AREAS IDENTIFIED ON THE PLANS.
3. ALL CONTRACTOR PERSONNEL, INCLUDING BUT NOT LIMITED TO, GENERAL LABORERS,
SUBCONTRACTORS, DRIVERS, AND JOURNEYMEN WORKING WITHIN ACTIVE AIR OPERATIONS
AREAS MUST AT ALL TIMES REMAIN WITHIN VISUAL AND VOICE RANGE OF CONTRACTOR
SUPERVISORY PERSONNEL BADGED BY THE AIRPORT. FOR THE PURPOSES OF THIS PROJECT,
THE AIR OPERATIONS AREA (AOA) REFERS TO ALL AREAS WITHIN THE AIRPORT SECURITY
FENCE® NO ACCESS TO THE SIDA (AIR CARRIER) RAMP SHALL BE ALLOWED AT ANY TIME.
4. IN ORDER TO OBTAIN SECURITY BADGES THE SUPERVISORY PERSONNEL WILL BE REQUIRED TO
FURNISH A SECURE AREA APPLICATION, TEN-YEAR BACKGROUND EMPLOYMENT HISTORY
RECORD, CRIMINAL BACKGROUND CHECK, FINGERPRINTS, AND ATTEND A ONE-HALF DAY
SAFETY TRAINING CLASS WITH THE PUBLIC SAFETY OFFICE (PS). ELECTRONIC FINGERPRINT
IMAGES WILL BE PREPARED BY PSO PERSONNEL AND FORWARDED FOR FEDERAL PROCESSING.
THE CONTRACTOR SHALL ARRANGE TO HAVE AN ADEQUATE NUMBER OF SUPERVISORY
PERSONNEL OBTAIN BADGES TO MEET THIS REQUIREMENT. ALL SUPERVISORY PERSONNEL
WORKING WITHIN THE SECURED AIRFIELD AREA SHALL POSSESS AND CLEARLY DISPLAY THEIR
SECURITY IDENTIFICATION BADGE AT ALL TIMES. ALL SUPERVISORY PERSONNEL, ESCORT
DRIVERS, AND FLAGMEN MUST ADDITIONALLY COMPLETE A ONE-HALF DAY DRIVING AND
COMMUNICATIONS SAFETY TRAINING CLASS WITH THE 'PSO. A SUFFICIENT NUMBER OF
PROPERLY BADGED PERSONNEL SHALL BE EQUIPPED WITH AERONAUTICAL RADIOS, AND ARE
REQUIRED TO BE ON SITE AT ALL TIMES AND WITHIN VISUAL AND AUDIBLE RANGE TO
MONITOR ALL EMPLOYEES, SUBCONTRACTORS, AND SUPPLIERS WHEN THE CONTRACTOR IS
WORKING WITHIN THE LIMITS OF THE SECURED AIRFIELD AREA. BADGING FORMS, PROCEDURES
AND FEES ARE INCLUDED IN APPENDIX 'H' OF THE SPECIFICATIONS.
CONTRACTOR SHOULD ALLOW FOR FOUR WEEKS TO ` OBTAIN REQUIRED BADGES AND COMPLETE
SAFETY TRAINING. ALL COSTS ASSOCIATED WITH SECURITY SCREENING AND OBTAINING BADGES
SHALL BE THE CONTRACTOR'S RESPONSIBILITY. PAYMENT FOR MEETING THE REQUIREMENTS
OF THIS SECTION ARE CONSIDERED TO BE INCLUDED IN THE CONTRACT ITEM FOR
"MOBILIZATION" AND NO ADDITIONAL PAYMENT WILL BE MADE THEREFORE.
5. PRIOR TO ENTERING THE SECURED AOA OF THE AIRPORT EACH DAY, THE CONTRACTOR SHALL
CHECK IN WITH THE PSO. ALL VEHICLES ENTERING SHALL BE INSPECTED BY CONTRACTOR'S
PERSONNEL AT THE GATE. THE PSO SHALL PROVIDE TRAINING IN INSPECTION PROCEDURES TO
ALL GATE MONITORS. ALL GATE MONITORS ' SHALL BE PROPERLY BADGED. CLOSE
COORDINATION FOR ACCESS TO WORK AREAS AND SCHEDULES BETWEEN THE CONTRACTOR,
OTHER CONTRACTORS WORKING IN THE PROJECT AREA, AND PSO WILL BE REQUIRED
THROUGHOUT THE PROJECT.
THE CONTRACTOR SHALL COORDINATE INGRESS -EGRESS REQUIREMENTS WITH THE AIRPORT
MANAGEMENT AND RESIDENT PROJECT REPRESENTATIVE. ALL OPEN GATES TO SECURED
AIRPORT AREAS SHALL BE MONITORED CONTINUOUSLY BY CONTRACTOR'S PERSONNEL TO
CONTROL ACCESS TO SECURED AREA OR SHALL BE CLOSED AND LOCKED. CONTRACTOR
PERSONNEL SHALL NOT ALLOW ANY UNAUTHORIZED PERSONNEL TO ENTER THROUGH THE
CONSTRUCTION GATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND LOCKING
ALL GATES WHEN NOT IN USE AND AT THE END OF EACH DAYS OPERATIONS. IT IS
RECOMMENDED THAT GATE MONITORS LOG IN AND OUT ALL VEHICLES ENTERING AND LEAVING
THE PROJECT AREAS. CONTRACTOR SHALL INTERLOCK AT 'PADLOCKED GATES. CONTRACTOR
SHALL PROVIDE A COPY OF ALL GATE KEYS TO THE PSO AND RPR. CONTRACTOR SHALL
PROVIDE A LIST OF ALL KEY HOLDERS WHICH SHALL BE KEPT UPDATED THROUGHOUT THE
PROJECT.
ALL CONSTRUCTION VEHICLES MUST BE CLEARED FOR ACCESS BY THE AIRPORT MANAGEMENT
AND RESIDENT PROJECT REPRESENTATIVE. PERSONAL CARS SHALL BE PARKED OUTSIDE OF
SECURED AIRFIELD AREAS. ALL VEHICLES OPERATING IN THE AOA SHALL BE LIGHTED OR
FLAGGED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 150/5370-2E. COPIES OF THE
ADVISORY CIRCULAR WILL BE MADE AVAILABLE UPON REQUEST.
6. VEHICULAR TRAFFIC CROSSING ACTIVE AIRCRAFT MOVEMENT AREAS (RUNWAYS AND TAXIWAYS)
AND NAVIGATIONAL AID CRITICAL AREAS MUST BE CONTROLLED BY TWO-WAY RADIO WITH THE
CONTROL TOWER. THE CONTRACTOR SHALL MAINTAIN CONTINUOUS TWO-WAY RADIO
CONTACT, ON FREQUENCY 121.9 MHZ, WITH THE CONTROL TOWER. THE CONTRACTOR SHALL
PROVIDE A MINIMUM OF TWO (2) TWO-WAY RADIOS (ONE FOR THE CONTRACTOR'S
SUPERINTENDENT, AND ONE FOR THE ENGINEER) AND SHALL ALSO PROVIDE AN ADDITIONAL
NUMBER OF RADIOS FOR ESCORT VEHICLES AND/OR FLAGMEN. THE CONTRACTOR SHALL
ALSO SUPPLY A CELL PHONE FOR CONTACT WITH THE PUBLIC SAFETY OFFICE. THE
AERONAUTICAL RADIOS SHALL BE ICOM MODEL NO. IC--A4, IC--A5, OR APPROVED EQUAL.
SUPPLY OF RADIOS AND CELL PHONE SHALL BE INCLUDED IN CONTRACT ITEM FOR
"MOBILIZATION."
THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL REQUIRED MAINTENANCE INCLUDING
BATTERY REPLACEMENT IF NEEDED. IF A RADIO WILL BE OUT OF SERVICE FOR ANY PERIOD
OF TIME, A SUBSTITUTE SHALL BE PROVIDED.
1 ME
7. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ASSURE
THAT SUCH OPERATIONS DO NOT IMPEDE ACCESS TO ANY AREA OF THE AIRFIELD AT ANY
' AIRCRAFT RESCUE AND FIRE FIGHTING ARFF VEHICLES AND OTHER
TIME FOR THE AIRPORTS C � }
EMERGENCY VEHICLES. ARFF VEHICLE ACCESS SHALL BE A STANDING AGENDA ITEM FOR ALL
PROGRESS MEETINGS. THE CONTRACTOR SHALL COOPERATE FULLY AND IMMEDIATELY WITH.
RELATIVE ANY DIRECTIVES ISSUED BY AIRPORT PUBLIC SAFETY OFFICE PERSONNEL EL VE TO
EMERGENCY ACCESS.
8. ACCESS ROADS TO BE USED UNDER THIS CONTRACT SHALL BE THOSE DESIGNATED AND
APPROVED BY THE ENGINEER, IN GENERAL, THE CONTRACTOR SHALL CONFINE HIS
EQUIPMENT AND HAULING WHERE PRACTICAL TO EXISTING ROADS ON THE AIRPORT. IF
EXISTING PAVEMENT OR ROAD SURFACE IS DAMAGED BY THE CONTRACTOR'S HAULING
OPERATIONS, IT SHALL BE REPAIRED TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S
EXPENSE. HAUL ROADS ACROSS TURFED AREAS SHALL BE REPAIRED, SCARIFIED SEEDED,
MULCHED, AND FERTILIZED AT THE CONTRACTOR'S EXPENSE. METAL TRACK VEHICLES WILL
NOT BE PERMITTED TO OPERATE ON OR ACROSS EXISTING PAVEMENT WITHOUT PROTECTIVE
MATTING TO PREVENT MARRING OF THE PAVEMENT SURFACE. ACCESS ROADS SHALL BE
CONSTRUCTED BY CONTRACTOR AS REQUIRED AT NO ADDITIONAL COST. ALL COSTS
ASSOCIATED WITH SUPPLYING, CONSTRUCTING, MAINTAINING AND RESTORING TEMPORARY HAUL
AND ACCESS ROADS SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR "MOBILIZATION."
9. ALL EXISTING FACILITIES WILL BE CAREFULLY PROTECTED BY THE CONTRACTOR. ANY
FACILITIES DAMAGED BY THE CONTRACTOR WILL BE REPAIRED IMMEDIATELY AND RESTORED TO
ORIGINAL CONDITION AT CONTRACTOR'S COST.
10. CONTRACTOR WILL, BY WATERING, CHEMICALS, VEGETATION, OR OTHER MEANS, PREVENT THE
OCCURRENCE OF DUST WHICH WILL BE OBJECTIONABLE TO THE RESIDENTS OF THE AREA OR
VIOLATE EXISTING LAWS OR REGULATION OR CAUSE HAZARDS TO AIR TRAFFIC.
11. CONTRACTOR WILL ENCOUNTER WET CONDITIONS DURING CONSTRUCTION. ALL COST FOR
DEWATERING IS CONSIDERED INCIDENTAL TO COST OF ITEMS OF WORK BID UPON.
12. SEE PROJECT SPECIAL PROVISIONS FOR PROTECTION OF UTILITIES.
13. IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENTATION CONTROL RULES, A GROUND
COVER MUST BE PROVIDED ON ALL GRADED SLOPES WITHIN 21 WORKING DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT GROUND COVER MUST BE
PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF THE PROJECT.
14. NIGHTTIME CONSTRUCTION SHALL BE ALLOWED ONLY WITH ADVANCE COORDINATION WITH
LOCAL FAA, ATCT AND AIRPORT.
15. CONTRACTOR SHALL DISPOSE OF CONSTRUCTION DEBRIS OFF AIRPORT PROPERTY IN A
PROPERLY PERMITTED LOCATION. ALL COSTS FOR OFFSITE DISPOSAL SHALL BE INCLUDED IN
THE RELATED ITEMS BID UPON.
NOTAMS:
THE AIRPORT DIRECTOR WILL ISSUE THE NECESSARY NOTAMS TO REFLECT HAZARDOUS
CONDITIONS. IT IS IMPORTANT THAT NOTAMS _BE KEPT CURRENT AND REFLECT THE ACTUAL
CONDITIONS WITH RESPECT TO CONSTRUCTIOJ\: SITUATIONS. ACTIVE NOTAMS SHALL BE REVIEWED
PERIODICALLY AND REVISED TO REFLECT` THE CURRENT CONDITIONS.
STEADY BURNINr r,rr, > 1^1 1z
SECURELY MOUIS
BARRICADE (TYF
/-'"-�--- 4' WIDE REFLECTIVE ORANGE TAPE AT
12" O.C. SET DIAGONAL TO BARRICADE
TO CREATE ALTERNATING ORANGE/WHITE
STRIPES (TYP.)
12" WHITE PVC PIPE (CUT IN HALF)
UGHTEB BARRICADE
NOT TO SCALE
AVIATION BARRICADE NOTES:
STEADY BURNING YELLOW
BARRICADE LIGHTS (TYPE A).-----'�"
1. THE AIRPORT WILL NOT PROVIDE AVIATION TYPE BARRICADES.
SPACE AT 10' CENTERS.
R/W CENTERLINE
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AVIATION
RUN Y CLOSURE CROSS REOUIBED)
BARRICADES IN SUFFICIENT QUANTITIES TO COMPLETE THE
WORK FOR THIS CONTRACT.
NOT TO SCALE
2. LOW PROFILE AVIATION BARRICADES SHALL BE CONSTRUCTED
1. PLACE RUNWAY CLOSURE CROSSES ON THE RUNWAY
OF 12" WHITE PVC PIPE (CUT IN HALF) OR OTHER MATERIAL
NUMERAL ON THE RUNWAY CENTERLINE BEFORE
APPROVED BY THE ENGINEER. COLORS TO BE AVIATION
BEGINNING WORK IN A CLOSED OPERATION AREA,
ORANGE AND WHITE.
CROSSES SHALL BE AVIATION YELLOW IN COLOR AND
CONSTRUCTED OF FABRIC, PLASTIC OR OTHER MATERIAL
3. EXTEND BARRICADES ACROSS THE FULL WIDTH OF THE
APPROVED BY THE ENGINEER, CONTRACTOR SHALL
PAVEMENT. PROVIDE HOLD DOWN AND LATERAL SUPPORT TO
INSPECT CROSSES FREQUENTLY AND MAKE ANY
PREVENT OVERTURNING FROM PROP WASH AND JET BLAST.
NECESSARY REPAIRS. ALL LIGHTS SHALL BE INSPECTED
4. CONTRACTOR SHALL MONITOR LIGHTED BARRICADES ON A
REGULAR BASIS TO MAKE SURE LIGHTS ARE OPERATIONAL.
THE CONTRACTOR SHALL MAINTAIN A SUPPLY OF BATTERIES
TO REPLACE AS REQUIRED TO MAINTAIN LIGHTS IN OPERATION
AT ALL TIMES.
5. CONTRACTOR SHALL INSTALL BARRICADES AT LOCATIONS
SHOWN ON INDIVIDUAL PLAN SHEETS. BARRICADES SHALL BE
MOVED AND RELOCATED AS REQUIRED.
6. COST TO PROVIDE AND MAINTAIN BARRICADES SHALL BE
INCLUDED IN LUMP SUM PRICE FOR "MOBILIZATION."
2. MOBILE ! RUNWAY CLOSURE CROSSES
AVAILABLE FOR i •, i,► FROM
AIRPORT. THE CONTRACTOR WILL BE a
PLACING/REMOVING CROSSES, MAINTAINING CROSSES AND
PROVIDING AND OIL AS REQUIRED WHILE IN USE BY
CONTRACTOR.THE
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Project No,
3301-1004
Sheet No.

NOTE!
1. THESE PHASING SHEETS ARE FOR PHASING PURPOSES ONLY. SEE EX, G,L M, L SHEETS FOR
SPECIFIC LAYOUT, GRADING, MARKING, AND LIGHTING.
2. SAFETY REQUIREMENTS, CLOSURE CROSSES, LIGHTED BARRICADES, AND TRAFFIC CONES
SHOWN ARE TO BE UTILIZED DURING CONSTRUCTION. CROSSES, BARRICADES, AND TRAFFIC
CONES SHALL BE INSTALLED, REMOVED, OR RELOCATED AS REQUIRED FOR COMPLIANCE WITH
SAFETY PLAN.
3. PORTIONS OF THE TAXIWAY LIGHTING SYSTEM FOR TAXIWAYS 'B', 'C', 'J', AND 'G' SHALL BE
DISABLED DURING THE PROJECT. CONTRACTOR SHALL INSTALL TEMPORARY CABLE JUMPERS
TO DISABLE TAXIWAY LIGHTS IN CLOSED AREAS AND TO MAINTAIN REMAINDEROF LIGHTING
CIRCUIT IN OPERATION AS REQUIRED. THE CONTRACTOR SHALL DISABLE OR COVER ANY
CONFLICTING GUIDANCE SIGNS AS REQUIRED OR LAS DIRECTED BY THE ENGINEER. THERE
SHALL BE NO SEPARATE MEASUREMENT AND PAYMENT FOR THIS WORK.
4. SEE SAFETY PLAN REQUIREMENTS, SHEET A3, AND PROJECT SPECIAL PROVISIONS FOR
OTHER SAFETY RELATED ITEMS.
5. CONTRACTOR SHALL HAVE A POWER BROOM ON SITE AT ALL TIMES. THE CONTRACTOR
SHALL MONITOR CONSTRUCTION CROSSING AREAS ON TAXIWAYS FOR SPILLAGE AND SHALL
CLEAN UP ALL SPILLAGE IMMEDIATELY. IT IS RECOMMENDED THAT THE CONTRACTOR UTILIZE
TRAFFIC CONES TO DELINEATE CROSSING AREAS TO MINIMIZE POTENTIAL FOR REQUIRED
CLEANUP AT THE END OF EACH DAYS OPERATIONS.
6. TRAFFIC CONES SHALL BE 28" CONES IN ACCORDANCE WITH NCDOT STANDARD DRAWING
1135.01. TRAFFIC CONES SHALL BE USED TO PROVIDE AN INTERMEDIATE SAFETi ZONE
BETWEEN ACTIVE AIRFIELD PAVEMENT AND THE CONSTRUCTION LIMITS. NO PERSONNEL OR
EQUIPMENT OF ANY KIND (INCLUDING SURVEY EQUIPMENT) SHALL BE ALLOWED IN THE
INTERMEDIATE SAFETY ZONE.
SEQUENCE OF CONSTRUCTION:
THE FOLLOWING SEQUENCE OF CONSTRUCTION HAS BEEN DEVELOPED TO HELP THE
CONTRACTOR UNDERSTAND THE OPERATIONAL NEEDS OF THE AIRPORT AND HELP ENSURE
MINIMAL CLOSURE TIME T01 RUNWAY 6--24, RUNWAY 17--35 AND TAXIWAYS '13% 'C', 'J', AND V.
IN ACCORDANCE WITH THE SPECIFICATIONS THE CONTRACTOR SHALL PROVIDE A DETAILED
SCHEDULE OF CONSTRUCTION TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO
COMMENCING CONSTRUCTION.
PRIOR TO BEGINNING PROJECT AND CONTRACT START TIME:
1. DEVELOP DETAILED SCHEDULE TO ENSURE CONSTRUCTION CAN BE COMPLETED WITHIN
CONSTRUCTION TIME ALLOTTED FOR THE PROJECT.
2. MOBILIZE EQUIPMENT AND SET UP STAGING AND STOCKPILE AREAS FOR THE PROJECT.
LOCATION OF STAGING AND STOCKPILE AREAS SHALL BE COORDINATED WITH THE AIRPORT.
3. CONTRACTOR MAY COMPLETE REQUIRED SURVEY WORT! ON TAXIWAY PAVEMENT PRIOR TO
CONSTRUCTION START TIME. SCHEDULING FOR THE S�RVEY WORK WILL BE,REQUIRED TO
BE APPROVED BY AIRPORT MANAGEMENT. SEE PROJECT SPECIAL PROVISIONS.
GENERAL SEQUENCE OF CONSTRUCTION FOR OVERALL PROJECT
SEQUENCE
OF CONSTRUCTION IN EACH PHASE
1.
PLACE ALL LIGHTED BARRICADES AND TRAFFIC CONES NECESSARY TO CLOSE WORK AREAS. WHEN WORKING IN RUNWAY
1.
SEE ELECTRICAL PLANS FOR AIRFIELD LIGHTING VAULT REHABILITATION
SAFETY AREA, CONTRACTOR SHALL PLACE RUNWAY AND MOBILE LIGHTED ..RUNWAY CLOSURE CROSSES AT LOCATIONS
SEQUENCE OF CONSTRUCTION.
SHOWN ON PROJECT SAFETY PLANS.
2.
ESTABLISH CONSTRUCTION STAGING AREA AND SET UP ENGINEER'S TRAILER.
2.
IN PHASE WORK AREA, TAKE EXISTING TAXIWAY LIGHTS AND SIGNS OUT OF SERVICE AND PROVIDE JUMPERS TO MAINTAIN
OPERATION OF LIGHTS/SIGNS OUTSIDE PHASE WORK AREA.
3.
LOCATE PROJECT AREA UTILITIES.
3.
PERFORM LIGHTING DEMOLITION AND SIGN RELOCATION (PHASES 3 AND 5) AND REMOVE PAVEMENT MARKING AS.
INDICATED IN THE EXISTING CONDITIONS AND LIGHTING PLANS.
4.
HAUL ACCESS ROAD AS REQUIRED.
CON`STRUCT /
4.
INSTALL NEW CONDUIT AND COUNTERPOISE FOR TAXIWAY LIGHTING SYSTEM UNDER PROPOSED PAVED SHOULDERS AND IN
5.
INSTALL SEDIMENT CONTROL AND EROSION MEASURES AS SHOWN ON THE
GRASSED SHOULDERS.
PLANS OR AS DIRECTED BY THE ENGINEER®
6.
COMPLETE NECESSARY SURVEYS REQUIRED TO ESTABLISH LAYOUT AND
5•
COMPLETE EXCAVATION FOR TAXIWAY FILLETS/TAPER WIDENING AND PAVED SHOULDERS. PREPARE AND COMPACT
SUBGRADE, INCLUDING DEWATERING AS REQUIRE.
HORIZONTAL AND VERTICAL CONTROL.
6.
FOR TAXIWAY B SOUTH APPROXIMATE STA. 1+00-6+00 (PHASE 1), TAXIWAY G APPROXIMATE STA. 1+00--4+00 (PHASE
7.
REPLACE HOMERUNS PER SHEET LH1.
5), AND TAXIWAY B NORTH APPROXIMATE STA. 1 +00-8+00 (PHASE 6), INSTALL NEW CONDUIT, COUNTERPOISE, AND
HANDHOLES OUTSIDE EXISTING PAVEMENT EDGE AND PERFORM TRENCHING AND CORING THROUGH EXISTING PAVEMENT TO
8.
THERE ARE TEN PHASES OF WORK (1, 2A, 2B, 3, 3A, 4A, 4B, 5, 6, AND 7)
INSTALL NEW TAXIWAY LIGHTS IN PAVEMENT. INSTALL LIGHTING CIRCUITS.
COMPLETE WORK IN EACH PHASE SEPARATELY. ONLY ONE PHASE MAY BE
CONSTRUCTED AT A TIME. SEE "SEQUENCE OF CONSTRUCTION IN EACH
7.
RAISE EXISTING MANHOLES/HANDHOLES AS SHOWN ON THE PLANS (PHASES 1, 2, 4, 6, 7).
PHASE".
8.
PLACE AGGREGATE BASE COURSE, FINE GRADE, AND COMPACT FOR TAPERS/FILLETS AND PAVED SHOULDERS. CONFIRM
9.
AFTER ALL PHASES OF WORK ARE COMPLETE, REMOVE ALL EQUIPMENT,
LIGHTING CONDUIT IS INTACT AND HAS NOT BEEN DAMAGED BY COMPACTION. EXCAVATE AND REPLACE DAMAGED CONDUIT
STOCKPILES, DEBRIS, ETC. FROM PROJECT AREA AND STAGING AREA.
AS NEEDED PRIOR TO PAVING.
9.
CONTRACTOR TO PLACE TEST STRIP FOR BITUMINOUS PAVEMENT TO CONFIRM JOB MIX FORMULA, ROLLER PATTERN, ETC.
10.
RESTORE ALL DISTURBED AREAS AND COMPLETE SEEDING AND MULCHING
OPERATIONS ON ALL DISTURBED AREAS THROUGHOUT THE PROJECT.
10.
COMPLETE PAVING OPERATIONS. WHERE PAVED SHOULDERS ARE CONTIGUOUS. WITH NEW FILLETS/TAPERS, PLACE FINAL
SURFACE COURSE OVER BOTH AREAS IN ONE 2" LIFT. SEE PAVING DETAILS.
11.
MONITOR EROSION CONTROL DEVICES WEEKLY AND AFTER STORMS.
11.
IN NEW PAVED SHOULDERS, CORE THROUGH PAVEMENT SECTION, INTERCEPT NEW CONDUIT, AND INSTALL BASE CANS AND
COMPLETE INSTALLATION OF TAXIWAY LIGHTS AND LIGHTING CIRCUIT.
12.
AFTER A GOOD STAND OF PERMANENT GRASS HAS BEEN ESTABLISHED,
REMOVE EROSION CONTROL DEVICES AND PERFORM FINAL CLEANUP.
12.
COMPLETE SHOULDER GRADING OPERATIONS. COMPLETE SEEDING AND MULCHING OPERATIONS.
13. COMPLETE TAXIWAY MARKING AS SHOWN ON THE PLANS.
14. TEST LIGHTING CIRCUIT AND BRING LIGHTING/SIGN CIRCUIT INTO OPERATION.
15. REMOVE BARRICADES AND TRAFFIC CONES; RE --OPEN PHASE AREA TO AIRCRAFT OPERATIONS.
LEGEND
EXISTING BITUMINOUS PAVEMENT
(FULL DEPTH AND OVERLAY OVER CONCRETE)
EXISTING CONCRETE PAVEMENT
EXISTING TAXIWAY PAVEMENT TO BE
CONVERTED TO SHOULDER PAVEMENT
BY LIGHTING AND MARKING CHANGES
PROPOSED SHOULDER PAVEMENT
PROPOSED TAPER WIDENING PAVEMENT
SAFETY AREA LIMITS
OBJECT FREE AREA LIMITS
o TRAFFIC CONES
LIGHTED- BARRICADES
80 40 0 80 160 2440
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..
LEGEND
EXISTING BITUMINOUS PAVEMENT
. I .
I
I
EXISTING CONCRETE PAVEMENTI
EXISTING TAXIWAY PAVEMENT TO BE
CONVEF2TED TO SHOULDER PAVEMENT
BY LIGHTING AND MARKING CHANGES
SHOULDERPROPOSED PAVEMENT
WIDENING 'PAVEMENT
— — SAFETY AREA LIMITS
— . — OBJECT FREE AREA LIMITS
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SHEET A4
FOR
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Project No.
3301-1004
Sheet NA bO"
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MAR

GENERAL SEQUENCE OF CONSTRUCTION FOR OVERALL PROJECT
1. SEE ELECTRICAL PLANS FOR AIRFIELD LIGHTING VAULT REHABILITATION
SEQUENCE OF CONSTRUCTION.
2. ESTABLISH CONSTRUCTION STAGING AREA AND SET UP ENGINEER'S TRAIL,R.
3. LOCATE PROJECT AREA UTILITIES.
4. CONSTRUCT HAUL/ACCESS ROAD AS REQUIRED.
5. INSTALL SEDIMENT CONTROL AND EROSION MEASURES AS SHOWN ON THE
PLANS OR AS DIRECTED BY THE ENGINEER.
6. COMPLETE NECESSARY SURVEYS REQUIRED TO ESTABLISH LAYOUT AND
HORIZONTAL AND VERTICAL CONTROL.
7. REPLACE HCMERUNS PER SHEET LH1.
8. THERE ARE TEN PHASES OF WORK (1, 2A, 213, 3, 3A, 4A, 413, 5, 6, AND 7)
COMPLETE WORK IN EACH PHASE SEPARATELY. ONLY ONE PHASE MAY BE
CONSTRUCTED AT A TIME. SEE "SEQUENCE OF CONSTRUCTION IN EACH
PHASE
9. AFTER ALL PHASES OF WORK ARE COMPLETE, REMOVE ALL EQUIPMENT,
STOCKPILES, DEBRIS, ETC. FROM PROJECT AREA AND STAGING AREA.
10. RESTORE ALL DISTURBED AREAS AND COMPLETE SEEDING AND MULCHING
OPERATIONS ON ALL DISTURBED AREAS THROUGHOUT THE PROJECT.
11. MONITOR EROSION CONTROL DEVICES WEEKLY AND AFTER STORMS.
12. AFTER A GOOD STAND OF PERMANENT GRASS HAS BEEN ESTABLISHED,
REMOVE EROSION CONTROL DEVICES AND PERFORM FINAL CLEANUP.
SEQUENCE OF CONSTRUCTION IN EACH PHASE
1. PLACE ALL LIGHTED BARRICADES AND TRAFFIC CONES NECESSARY TO CLOSE WORK AREAS. WHEN WORKING IN RUNWAY
SAFETY AREA, CONTRACTOR SHALL PLACE RUNWAY AND MOBILE LIGHTED RUNWAY CLOSURE CROSSES AT LOCATIONS
SHOWN ON PROJECT SAFETY PLANS.
2. IN PHASE WORK AREA, TAKE EXISTING TAXIWAY LIGHTS AND SIGNS OUT OF SERVICE AND PROVIDE JUMPERS TO MAINTAIN
OPERATION OF LIGHTS/SIGNS OUTSIDE PHASE WORK AREA.
3. PERFORM LIGHTING DEMOLITION AND SIGN RELOCATION (PHASES 3 AND 5) AND REMOVE PAVEMENT MARKING AS
INDICATED IN THE EXISTING CONDITIONS AND LIGHTING PLANS.
4. INSTALL NEW CONDUIT AND COUNTERPOISE FOR TAXIWAY LIGHTING SYSTEM UNDER PROPOSED PAVED SHOULDERS AND IN
GRASSED SHOULDERS.
5. COMPLETE EXCAVATION FOR TAXIWAY FILLETS/TAPER WIDENING AND PAVED SHOULDERS. PREPARE AND COMPACT
SUBGRADE, INCLUDING DEWATERING AS REQUIRED.
6. FOR TAXIWAY B SOUTH APPROXIMATE STA. 1 +00-6+00 (PHASE 1), TAXIWAY G APPROXIMATE; STA. 1 +00-4+00 (PHASE
5), AND TAXIWAY B NORTH APPROXIMATE STA. 1+00--8+00 (PHASE 6), INSTALL NEW CONDUIT, COUNTERPOISE, AND
HANDHOLES OUTSIDE EXISTING PAVEMENT EDGE AND PERFORM TRENCHING AND CORING THROIJGH EXISTING PAVEMENT TO
INSTALL NEW TAXIWAY LIGHTS IN PAVEMENT. INSTALL LIGHTING CIRCUITS.
7. RAISE EXISTING MANHOLES/HANDHOLES AS SHOWN ON THE PLANS (PHASES 1, 2; 4, 6, 7).
8. PLACE AGGREGATE BASE COURSE, FINE GRADE, AND, COMPACT FOR TAPERS/FILLETS AND PAVED SHOULDERS. CONFIRM
LIGHTING CONDUIT IS INTACT AND HAS NOT BEEN DAMAGED BY COMPACTION. EXCAVATE AND REPLACE DAMAGED CONDUIT
AS NEEDED PRIOR TO PAVING.
9. CONTRACTOR TO PLACE TEST STRIP FOR BITUMINOUS PAVEMENT TO CONFIRM JOB MIX FORMULA, ROLLER PATTERN, ETC.
10. COMPLETE PAVING OPERATIONS. WHERE PAVED SHOULDERS ARE CONTIGUOUS WITH NEW FILLETS/TAPERS, PLACE FINAL
SURFACE COURSE OVER BOTH AREAS IN ONE 2" LIFT. SEE PAVING DETAILS.
11. IN NEW PAVED SHOULDERS, CORE THROUGH PAVEMENT SECTION, INTERCEPT NEW CONDUIT, AND INSTALL BASE CANS AND
COMPLETE INSTALLATION OF TAXIWAY LIGHTS AND LIGHTING CIRCUIT.
12. COMPLETE SHOULDER GRADING OPERATIONS. COMPLETE SEEDING AND MULCHING OPERATIONS.
13. COMPLETE TAXIWAY MARKING AS SHOWN ON THE PLANS.
14. TEST LIGHTING CIRCUIT AND BRING LIGHTING/SIGN CIRCUIT INTO OPERATION.
15. REMOVE BARRICADES AND TRAFFIC CONES; RE -OPEN PHASE AREA TO AIRCRAFT OPERATIONS.
LEGEND
EXISTING BITUMINOUS PAVEMENT
(FULL DEPTH AND OVERLAY OVER CONCRETE)
EXISTING CONCRETE PAVEMENT
EXISTING TAXIWAY PAVEMENT TO BE
CONVERTED TO SH.OgLDER PAVEMENT
BY LIGHTING AND MARKING CHANGES
PROPOSED SHOULDER PAVEMENT
` PROPOSED TAPER WENING PAVEMENT
SAFETY AREA LIMITS
• OBJECT FREE AREA LIMITS
TRAFFIC CONES
LIGHTED BARRICADE$
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Sheet. No.
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NOTE: WORK IN PHASE 7 ADJACENT TO TAXIWAY A WILL BE PERFORMED AFTER
TAXIWAY A TAPER WIDENING (BY OTHERS).
SEE,
SHEET A4
FQR
GENERAL SEQUENCE OF
CONSTRUCTION FOR OVERALL PROJECT
AND
SEQUENCE
OF
CONSTRUCTION IN. EACH
PHASE.
LEGEND
EXISTING BITUMINOUS, PAVEMENT
(FULL DEPTH AND OVERLAY OVER CONCRETE)
EXISTING CONCRETE PAVEMENT
EXISTING TAXIWAY PAVEMENT TO BE
CONVERTED TO SHOULDER PAVEMENT
BY LIGHTING AND MARKING CHANGES
PROPOSED SHOULDER PAVEMENT
PROPOSED TAPER WICENING PAVEMENT
SAFETY AREA LIMITS
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Sheet No.
80 40 0 80 160 240
SCALE IN FEET, A8

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1. PROJECT ,BASE MAPPING AND CONTROL FROM MtCKIM & CREED
SURVEY DATED DECEMBER 2010.
CONTROL POINT
NORTHING
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ELEVATION
TYPE
NCGS ILM 'A'
189757.08
233.2699.40
26.29
MONUMENT
RWY 6 END
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END
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TBM 3
188884.27
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TBM 4
189260.54
2329291..05
26.01
REBAR & CAP #18
TBM 5
189944.86
2330064.12
25.46
REBAR & CAP #19
TBM 6
190248.91
23.30515.12
28.10
REBAR & CAP #20
TBM 7
190733.46
2330945.62
28.18
REBAR & CAP 21
TBM 8
191018.04
2331438.88
27.12
REBAR & CAP #22
TBM 9
191790.49
2332348.82
23.04
REBAR & CAP #23
TBM 10
192466.91
2333133.18
20.10
REBAR & CAP #24
TBM 11
193115.76
2333580.05
15.42
REBAR & CAP #25
TBM 12
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2334525.98
15.78
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RWY 24 END
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2335200.08
20.15
PK NAIL RUNWAY 24
END
TBM 14
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2331362.00
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TBM 15
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HORIZONTAL AND VERTICAL CONTROL
CONTRACTOR SHALL USE NORTH CAROLINA GEODETIC SURVEY MONUMENT
'ILM A' AS PRIMARY CONTROL POINT FOR THE PROJECT.
HORIZONTAL DATUM: NAD83 (2007)
VERTICAL DATUM: NAVD88
SEE SHEET S3 FOR LINE AND CURVE TABLES.
COORDINATE VALUES ARE NC GRID LOCALIZED ABOUT NCGS MONUMENT
"ILM A". THE COMBINED FACTOR IS 1.00002376.
St 200 301f
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Project
No.
3301-1004
Sheet. No.

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33+00 34+00
35+00 36+
END TWY B SOUTH BASELINE STA'. 36+00
NOTE
1. PROJECT BASE MAPPING AND CONTROL FROM MCKIM & CREED
SURVEY DATED DECEMBER 2010.
x
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1, /
TBM 14
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TWY B NORTH BASELINE
BEGIN TAXIWAY C EAST BASELINE STA 39+81.10
PC: 39+81.10
PI: 39+30.
HORIZONTAL AND VERTICAL CONTROL
CONTRACTOR SHALL USE NORTH CAROLINA GEODETIC SURVEY MONUMENT
'ILM A' AS PRIMARY CONTROL POINT FOR THE PROJECT.
HORIZONTAL DATUM: NAD83 (2007)
VERTICAL DATUM: NAVD88
SEE SHEET S3 FOR LINE AND CURVE TABLES.
COORDINATE VALUES ARE NC GRID LOCALIZED ABOUT NCGS MONUMENT
"ILM A". THE COMBINED FACTOR IS 1.00002376.
LEGEND
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Sheet No.
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GENERAL NOTES:
1. EXISTING CONDITIONS SURVEY FROM MCKIM & CREED, DATED DECEMBER, 2010. ALL ELEVATIONS
ARE IN NAVD88.
2. BORING LOGS AND TEST DATA ARE CONTAINED IN APPENDIX "G" OF THE SPECIFICATIONS AND
ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL USE DATA AT HIS OWN RISK.
CONTRACTOR: IS RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL CONTROL FOR THE
PROJECT.
3. BENCHMARKS AND CONTROL POINTS ARE AS SHOWN ON SHEET A2 AND SHEETS S1-S3.
4. UNDERGROUND CABLES ARE NOT SHOWN. CONTRACTOR SHALL USE EXTREME CAUTION WHEN
WORKING IN THE VICINITY OF EXISTING UNDERGROUND CABLES AND TAXIWAY LIGHTS TO PREVENT
DAMAGE. ANY DAMAGE CAUSED BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED
IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
5. FOR SEQUENCE OF CONSTRUCTION, SEE SHEET A4-A8.
6. SEE SHEETS L1-L7 FOR LIGHTING PLANS.
7. FOR EXCAVATION REQUIRED FOR TAPERS AND SHOULDERS, SEE CROSS -SECTIONS AND SHEET D1
DETAILS.
EXISTING CONTOUR
25O
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING TAXIWAY EDGE LIGHT -
TO
REMAIN
EXISTING TAXIWAY EDGE LIGHT -
TO
BE REMOVED
EXISTING TAXIWAY EDGE LIGHT -
LEAVE BASE
REMOVE LIGHT,
EXISTING TAXIWAY EDGE LIGHT -
RELOCATED ON NEW BASE
TO
BE
EXISTING ELECTRICAL BOX
EXISTING DUCT
---- - ---
EXISTING HANDHOLE
EXISTING RUNWAY/TAXIWAY LIGHTED
SIGN
PROPOSED PAVEMENT EDGE
RUNWAY SAFETY AREA
RSA
APPROXIMATE BORING LOCATION
* TAXIWAY B SOUTH FROM APPROXIMATELY STA. 1+50 TO 5+50, TAXIWAY B
NORTH FROM APPROXIMATELY STA. 0+00 TO 10+50, AND TAXIWAY G FROM
APPROXIMATELY STA. 1+00 TO 4+50 ARE BITUMINOUS OVERLAY OF CONCRETE
PAVEMENT.
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GENERAL NOTES:
1. PROPOSED CONTOURS ARE FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL PAVING.
2. SEE SHEETS L1-L7 .AND LDI--LD2 FOR TAXIWAY LIGHTING LAYOUT AND DETAILS.
3. SEE SHEET D1 FOR TYPICAL SECTIONS AND PAVING DETAILS,
4. FOR CROSS SECTIONS SEE SHEETS X1--X8.
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TAXIWAY B OBJECT FREE AREA _
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Project No.
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Sheet No.
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GENERAL NOTES.
1. PROPOSED CONTOURS ARE FINISHED GRADE CONTOURS AFTER COMPLETION OF ALL PAVING.
2. SEE SHEETS 1-1-1-7 AND LD1—LD2 FOR TAXIWAY LIGHTING LAYOUT AND DETAILS.
3. SEE SHEET D1 FOR TYPICAL SECTIONS AND PAVING DETAILS.
4. FOR CROSS SECTIONS SEE SHEETS X1—X8.
5. SHOULDER/TAPER GRADES SHOWN ARE PERPENDICULAR TO TAXIWAY EDGE.
LEGENu
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PROPOSED CONTOUR
EXISTING CONCRETE PAVEMENT
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RUNWAY SAFETY AREA
PROPOSED SHOULDER PAVEMENT
EXISTING TAXIWAY PAVEMENT TO BE USED AS
SHOULDER PAVEMENT
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Project No.
3301-1004
Sheet No.
G 7
U I. Lulz im
BY:

ERC3SI�JN AND S�D1l�iENT CONTi�C�L NOTES:
1. ALL TEMPORARY OR PERMANENT EROSION AND SEi�IMENT CONTROL PRACTICES NECESSARY FOR REi'AINING
SEDIMENTS ON THE CONSTRUCTION SITE SHALL BE INS"fALLED AT THE LOCATIONS AS SPECIFIED ON THE PLANS
PRIOR TO ANY LAND CLEARING, GRUB$iNG, GRADING OR EARTH MOVING ACTIVITIES.
2. CRITICAL EROSION AREAS SHALL BE GIVEN SPECIAL ATTENTION PRIOR TO ANC} DURING CONSTRUCTION OF THE
PROJECT AND UNTIL SUCH TIME AS STABILIZATION OF THE PROJECT HAS -BEEN ESTABLISHED.
�. PERIODIC SITE t.NSPECTIONS WILL BE MADE OF THE EROSION AND SEDIMENT CONTROL MEASURES TO DETERMINE
THEIR CONDITION AND i='ERFORMANCE. SHOilLD ANY ADJUSTMENTS OR REPAIRS NEED TO BE MADE, THE
CONTRACTOR SHALL RESPOND IMMEDIATELY IN MAKING NECESSARY REPAIR, ADJUSTMENT AND jOR REPLACEMENT.
ANY SEDIMENT WHICH HAS BEEN TRANSPORTED "BEYONfl THE PROJECT LIMITS SHALL BE REMOVED AND/OR
STABILIZED AS DIRECTED BY THE ENGINEER.
4. TOPSOIL AND AGGREGATE STOCKPti.ES SHALL BE PLACED AT THE LOCATION AS DIRECTED BY THE ENGINEER.
SILT FENCE SHALL BE ERECTED AT THE TOE OF THE STOCKPILES. SILT FENCE SHALL BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
�. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS, PROVISIONS SHALL BE MADE TO
MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICLES TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF
EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TC
A SEDIMENT XONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALL®WED ONLY AFTER SEDIMENT IS REMOVED.
I THIs MANNER.
�. CONTRACTOR SHALL MAINTAIN AND REPAIR EXISTING OR PROPOSED AGGREGATE BASE ON ACCESS ROADS,
PARKING AREAS AN[� jOR OTHER VEHICLE TRANSPORTATION ROUTES AS REQUIRED OR AS DIRECTED BY THE
ENGINEER.
7. EROSION AND SEDIMENT CONTROL MEASURES INTEIUDED TO TRAP SED#MENT SHALL BE CONSTRUCTED AS A FIRST
STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
TAKES PLACE. THE MEASURES ARE TO BE KEPT CLEAR OF DEBRIS .AND SEDIMENTS SMALL BE CLEANED OUT
PERIODICALLY DURING AND .AFTER 'CONSTRUCTION ACTIVITIES. ALL OTHER STORM WATER MANAGEMENT FACILI�'IE5
SHALL BE INSTALLED AND MADE OPERATIONAL AS SHOWN OR REQUIRED BY CONSTRUCTION ACTIVITIES.
B. PERMANENT OR TEMPORARY SEEDING AND MULCHING .SHALL BE APPLIED TO DISTURBED AREAS IN ACCORDANCE
WITH SPECIFICATIONS OR AS DIRECTED BY ENGINEER AFTER FINAL GRADE IS REACHED ON .ANY PORTION OF THE
SITE. TEMPORARY SEEDING AND MULCHING SHALL BE APPLIED AS DIRECTED BY THE ENGINEER TO DISTURBED
AREAS THAT MAY NOT BE A FINAL GRADE BUT WILL REMAIN DORMANT {UNDISTURBED) FOR LONGER .THAN 21
DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO DISTURBED .AREAS THAT ARE i'O BE LEFT DORMANT FOR
MORE THAN ONE YEAR. TEMPORARY VEGETATIVE COVER MAY BE ELII�tNATED IN FAVOR OF THE PERMANENT
VEGETATIVE COVER IF SITE CONDITIONS PERMIT AND THE ENGINEER SO DIRECTS.
9. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DISTURBED AREAS NOT OXH`ERWISE PERMANENTLY
STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS
ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL. INHIBIT EROSION. PERMANENT VEGETATIVE
COVER SHALL CONSIST OF LIMING, FERTILIZING, SEEDING, AND MULCHING TO ASSURE A FIRM STAND OF GRASS.
TEMPORARY EROSION CONTROL MEASURES ARE T{� BE REMOVED ONLY WHEN STABILIZATION HAS BEEN
ESTABLISHED.
1O. CONCENTRATED RUNOFF SHALL NOT FLOW -DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
TEMP®BABY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
� 1. MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES St�iALL BE SCHEDULED ON A WEEKLY BASIS
AND AFTER EACH RAINFALL PRODUCING RUNOFF. NECESSARY REPAIR, AD,JXSTMENT AND/OR REPLACEMENT SHALL
BE PERFORMED IMMEDIATELY. RAINY SEASONS OR 1�lET PERIODS 'WILL BE OF PARTICULAR CONCERN AND THE
PROJECT SHALL BE INSPECTED DAILY.
� 2. AIRBORNE SEDIMENTS {DUSTS SHALL BE CON OLL.ED IN ACCORDANCE WITH REQUIREMENTS OF THE
SPECIFICATIONS OR AS DIRECTED BY THE ENGiNE�R.
13. ALL TXMPORARY .EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 3o DAYS AFTER FINAL
SITE STABILtZATtoN OR AFTER THE TEMPORARY MI�ASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE
DIRECTED BY THE ENGINEER. TRAPPED SEDIMENT AND THE DISTURBE€� SOIL AREAS RESULTING FROM THE
DiSPOSiTtON OF TEMPORARY MEASURES SHALL B PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
� 4. AGROUND COVER MUST BE PROVIDED ON ALL GRADED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING. A PERMANENT GROUND COVER MUST BE PROVIDED .FOR ALL .DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 9Q CALENDAR DAYS {WHtOHEVER IS SHORTER, FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
1 S. THE ANGLE FOR GRADED SLOPES .AND FILLS .SHALL BE NO GREATER -THAN THE ANGLE THAT CAN BE RETAINED
BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR .STRUCTURES. IN ANY EVENT,
SLOPES LEFT EXPOSED WILL, WITHIN 21 OALENDAR DAYS OF COMPLEI"ION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER., DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
i 6. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN {i) DAYS oR AFTER EACH
RAINFALL OCCURRENCE �T�H�AT EXCEEDS ONE-HALF {1 J�} INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL B�E
REPAIRED OR REPLACED, AS NECESSARY.
1 Z. ALL ERt3SION CONTROL DEVICES St -CALL BE PROPERLY MAINTAINED DURING ALL PHASES 4F CONSTRUCTION UNTIL
THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL .CONTROL DEVICES MAY BE 'REQUIRED DURING CONSTRUC"I`ION IN ORDER To CONTROL EROSION
AND/OR OFFSfTE SE®IMENTA�"ION. ALL TEMPORARY CONTROL DEVICES SHALL BE RXMOVED ONCE CONSTRUCTION IS
COMPLETE AND THE SITE IS STABILIZED.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL. REQUIREMENTS OF THE NORTH CAROLING
SEDIMENTA'tON CONTROL LAW AND THE RELATED REGULATIONS, INCLUDING IMPLEMENTATION OF THE EROSION AND
SEDIMENT CONTROL PLAN AND THE REQUIREMENTS OF THE NPDES GENERAL PERMIT. .
� 9. THE CONTRACTOR SHALL I�IAINTAIN ON :SIT£ AT ALL TIDES A COPY OF THE NORTH CAROLING EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, DATED JUICE 1, 200C.
20. SEE SHEETS A4 THROUGH A8 FOR SEQUENCE OF CONSTRUCTION.
C
i'"pss �s'� V»
���'i/ � NCDOT #57
"�'•_ WASHED STONE
SEDIMENT
STORAGE AREA 1.�i' 1
RIP RAP {CLASS B}
2:1 SLOPE
INLET PROTECTION WILL BE MEASURED AND PAID FOR ON A PER EACH
BASIS. COST SHALL INCLUDE ALL MATERIALS, LABOR, TOOLS, AND
EQUIPMENT FOR A COMPLETE INSTALLATION AND MAINTENANCE DURING
CON�STRU CTION AND REiv1 oV�AL.
vARIES 2'-0" MIN
MAINTENANCE REQUIREMENTS:
1. CONTRACTOR SHALL INSPECT ROCK INLET PROTECTION AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT {1 /2 INCH oR GREATER} RAINFALL EVENT
AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO oNE--HALF THE DESIGN DEPTH CF THE
TRAP. PLACE THE SEDIMENT THAT tS REMOVED iN THE DESIGNATED
DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL
FACING.
2. CHECK THE STRUCTURE FOR DAMAGE. :ANY RIPRAP DISPLACED FROM THE
STONE HORSESHOE -MUST BE REPLACED IMMEDIATELY.
3. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN .PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE
PERMANENT GROUND COVER. `
T�MPOR �.��� ����
NOT T® SCALE
��er � e: a�� t +I
Seedang iXtur�
�at� �f A�p�ii+ca�ion
�������CI'@
Piantilr�g Dates
C�mmfln Berrnudagrass
50
ttar+✓h � -Duty 31
Hutted}
Common Berrnudagrass
70
Augusi � -- February 28
�Unhutted}
Tem or�a 5�c1ilr�
Rye {Gram}
Kobe Lespedeza
1 �p
�®
� January 1 -- fl�arch 31
Rye {Grain}
3 20
August 1 � -- L�eoember 3Q
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CONSTRUCTION SPECIFICATIONS
i . LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN
THE BOTTOM RQW TO ALLOW POOL DRAINAGE. THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2" BELOW THE CREST OF THE
STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID
WASHOl1TS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL
SUPI�ORT i'o SUBSEQUENT ROWS BY PLACING 2X4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH .WITH
1 %2--INCH OPEi�INGS OVER A�.L BLOCK OPENINGS TC) HOLD GRAVEL
IN PLACE.
�. USE CLEAN GRAVEL, 3/4 TO 1 /�-INCH IN DIAMETER, PLACED 2
INCHES BELOW THE TOP OF THE BLOCK CN A 2:1 SL:OPE OR
FLATTER AND SMOOTH IT TO AN EVEN GRADE. D.O.T 57 WASHED
STONE IS RECOMMENDED.
MAINTENANCE NO`fE: INSPECT, CLEAN, AND PROPERLY MAINTAIN THE
DROP INLET PROTXCTION UNTIL THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PERMANENTLY STABILIZED.
STEEL POST -
FABRIC AND WIRE FENCE
{IF REQUIRED}
8" MIN
• •
fi'-fl" MAX {EXTRA STRENGTH FABRIC, No WERE FENCE}
8'-a" MAX {STANDARD STRENGTH FABRIC, WIl'H WIRE FENCE}
S" TO Z�#
EXTEND FABRIC INTO TRENCH' ) I ��..4" MIN ���='�`�; � �,�-._—:._ ...�f ,..�����i�f ;�f;.3����.�,���� � F'�.�..
.AND BACKFILL
} Y ���` 24" MIN
;�MMEttitT �N� POST DETAIL ELE1iATt*DtV
TEMPORARY SILT FENCE NOTES: ������� �—� ����'�
NOT TO SCALE
1. FILTER FABRIC SHALL BE A MINIMUM OF 3fi" iN WIDTH AND SHALL BE FASTENED ADEQUATELY TO POST IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATiOiV.
2. STEEL POSTS SHALL BE A MINIMUM 4'—O" IN HEIGHT AND BE OF THE SELF FASTENER ANGLE STEEL TYPE, WOOD POSTS SMALL
NOT BE USED.
MAINTENANCE REQUIREMENTS:
1. CONTRACTOR SHALL INSPECT SILT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQl1JRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR SECOME INEFFECTIVE, REPLACE IT F�ROMPTLY.
�. REMOVE SEDIMENT flEPOSITS AS NECESSARY i'O PROVIDE ADEQUATE STORAGE VaLUME Ft3R THE NEXT RAIN AND TO DEDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
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33Q1--� 4a4
Sheet No.

SEE PROPOSED SHOULDER SECTION
ADJACENT TO EXISTING PAVEMENT
DETAIL THIS SHEET
,�—PROVIDE 1.5" DROP—OFF
EXISTING PAVEMENT PAVED SHOULDERS (20'± FROM EDGE OF PAVEMENT
MATCH EXISTING TO GROUND
1.5% MIN — 5% MAX
PAVEMENT GRADE GRADE SHOULDERS AT 5%
SEE GRADING SHEETS
MAX GRADE TO ALLOW
POSITIVE DRAINAGE AWAY
FROM PAVEMENT
SAWCUT AND TACK COAT"___�.
tq
EXISTING PAVEMENT
SECTION
N N <
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X fV E� STING "�RN,
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4" P-401 BITUMINOUS SURFACE COURSE (2-2" LIFTS)
5" P-401 BITUMINOUS BASE COURSE (2-2.5" LIFTS)
P-603 BITUMINOUS TACK COAT
f--P-602 BITUMINOUS PRIME COAT
\-6" P-209 CRUSHED AGGREGATE BASE COURSE
EXISTING SUBGRADE
NOT TO SCALE
EXISTING PAVEMENT
'PLACE SURFACE COURSE IN
MATCH EXISTING CONTINUOUS 2" LIFTS.
PAVEMENT GRADE SEE PROPOSED SHOULDER SECTION
ADJACENT TO PROPOSED TAPER
EXISTING PAVEMENT TAPER WIDENING (WIDTH PAVED VARIES) SHOULDERS (20'± WIDENING DETAIL THIS SHEET
P PROVIDE 1.5" DROP—OFF
—C 1-5% MAX SEE SEE PROPOSED TAPER FROM EDGE OF PAVEMENT
TO GROUND
2IWIDENING SECTION 1.57o MIN — 57. MAX
GRADING SHEETS DETAIL THIS SHEET /% 'GRADE SHOULDERS AT 5%
soft.- SEE GRADING SHEETS
MAX GRADE TO ALLOW
POSITIVE DRAINAGE AWAY
MILL EXISTING PAVEMENT ,� �` � � � FROM PAVEMENT (10' MAX)
TACK COAT
K­
EXISTING PAVEMENT
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r4
(THICKNESS AND
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A.,
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PROPOSE -SHOULDER
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EA&M_ENT. ADJACENT 10 EECSTINGPAMEMEbIj
NOT TO SCALE
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BID ALTERNATE: 3" P-403 BITUMINOUS SURFACE COURSE (2-1.5" LIFTS)
t—P-603 BITUMINOUS TACK COAT
P-602 BITUMINOUS PRIME COAT
6" P-209 CRUSHED AGGREGATE BASE COURSE
EXISTING SUBGRADE
)nl-qFf) -IRHOtIl nFR IRFCTION ADJACENT TO
NOT TO SCALE
EXCAVATE EXISTING MATERIAL FOR
PAVED SHOULDER/TAPER SECTIONS AS
SHOWN ON THIS SHEET. STOCKPILE
SUITABLE MATERIAL WITHIN WORK AREA
FOR RE —USE AS SHOULDER GRADING.
MINIMIZE LIMITS OF
EXCAVATION.
EXISTING PAVEMENT
SECTION
7 (THICKNESS AND �7 7717
X,
TYPE VARY) EXISTING GRADE
A
N,
REMOVE EXISTING AIRFIELD LIGHTING
CONDUIT AND INSTALL NEW CONDUIT
AND COUNTERPOISE. SEE DETAILS
SHEETS LD1 AND LD2..
DEWATER EXCAVATION,
PROOFROLL, AND COMPACT
EXISTING SUBGRADE.
UNDERCUT AS REQUIRED BY
GEOTECHNICAL ENGINEER. EXCAVA110N. DETAIL FOR SHOULDERSAND
TAPERS
NOT TO SCALE
PROVIDE MINIMUM 4' OFFSET BETWEEN
TRANSVERSE PAVEMENT JOINTS
4" P-401 BITUMINOUS SURFACE COURSE (2-2- LIFTS)
r—P-603 BITUMINOUS TACK COAT
P-602 BITUMINOUS PRIME COAT
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EXISTING SUBGRADE
IN m - *I I w-lu'v" NOT TO SCALE
....................
. . . . . . . . ... . ..............
LONGITUDINAL PAVEMENT JOINT
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Sheet No.

ALIGNMENT: B—South
STA: 6+64.37 CTA - 7-L VZR f)7 A
ALIGNMENT: B—South STAO-8+51.67
OFF: 37.051
TAXIWAY EDGE MARKING ALIGNMENT: B—South
STAB 5+93.68 TAXIWAY EDGE MARKING UGNMENT: B—South
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Sheet NO.

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ALIGNMENT-. J
STA. 5+01.27
ALIGNMENT.- J----"'
STA. 4+61.49
ALIGNMENT'. J
STA-. 3+65.72
TAXIWAY EDGE MARKING. SEE
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RUNWAY 6-24 SAFETY AREA
RSA
ALIGNMENT-. J
STA-. 2+25.00
ALIGNMENT-. J
STA-* 1+78.65
ALIGNMENT.- J
STA-. 1+36.83
ALIGNMENT.- J
STA*- 1+03.65
ALIGNMENT-. J_\
STA: 0+82.34
A.&
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MA MA
'*--ALIGNMENT: J
STA. 5+ 35.51
ALIGNMENT.- J
STA-. 5+10.62
-ALIGNMENT-. J
STA. 4+75.97
-----TAXIWAY SHOULDER MARKING. SEE
DETAIL D ON SHEET M7. (TYP.)
-ALIGNMENT. J
. STA. 4+36.09
ALIGNMENT.* J
TAXIWAY EDGE MARKING
STA-. 4+36.09
OFF-* 63.75"R
""*-ALIGNMENT-. J
STA. 3+65.72
-ALIGNMENT.- J
STA. 2+95.36
,-EXISTING HOLDLINE
STOP TAXIWAY EDGE MARKING AT EXISTING
BLACK EDGE OF HOLDLINE. EXTEND EXISTING
HOLDLINE AS NEEDED PER DETAIL C ON SHEET
M7. (TYP. BOTH SIDES)
MENT J RSA
STA-. 2+25.00
ALIGNMENT-. J
STA: 1+78.65
REMARK EXISTING TAXIWAY
EDGE LINES.
(TYP, BOTH SIDES)
ALIGNMENT: J
STA.- 1+36.83
ALIGNMENT*. J
iTk 1+03.65
(-ALIGNMENT'. J
Y STA.- 0+82.34-4
GENERAL NOTES:
1. TAXIWAY MARKING SHALL BE YELLOW. ALL EDGE MARKING SHALL HAVE GLASS BEADS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF MARKING FOR TAXIWAY. RPR SHALL
REVIEW LAYOUT PRIOR TO CONTRACTOR BEGINNING MARKING OPERATIONS.
3. EXISTING MARKING TO BE VERIFIED PRIOR TO START OF CONSTRUCTION.
4. SEE SHEET M7 FOR MARKING DETAILS.
LEGEND
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
RUNWAY SAFETY AREA
PROPOSED SHOULDER PAVEMENT
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Project No.
3301-1004
.Sheet No.
M 2
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BY:

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XLIGNMENT: B-South AUGNMENT-.B-South
STA: 19+77.27 STA0- 20+67.47
ALIGNMENT-. B-South
STA: 21+57.67
TAXIWAY SHOULDER MARKING. SEE
TAXIWAY EDGE MARKING, SEE DETAIL D ON SHEET M7. (TYP.)
ALIGNMENT: B-Sou
DETAIL A ON SHEET M7. (TYP.)
TAXIWAY EDGE MARKING
STA: 28+45.79
OFF: 49.481
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ALIGNMENT: B-Bout
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STA: 27+51.81 TAXIWAY EDGE MARKING
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SHEET M7.
EDGE MARKING. SEE DETAIL B ON
t ' G
ALIGNMENT: ut
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GENERAL NOTES:,
1. TAXIWAY MARKING SHALL :BE YELLOW. ALL EDGE MARKING SHALL HAVE GLASS: BEADS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF MARKING FOR TAXIWAY. RPR SHALL
REVIEW LAYOUT PRIOR TO CONTRACTOR BEGINNING MARKING OPERATIONS.
3. EXISTING MARKING TO BE VERIFIED PRIOR TO START OF CONSTRUCTION.
4, SEE SHEET M7 FOR MARKING DETAILS.
LEGEND
EXISTING CONCRETE PAVEMENT
4
EXISTING BITUMINOUS PAVEMENT
RUNWAY SAFETY AREA
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Sheet NO.
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3301-1004
Sheet No.
M4*1

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DETAIL D ON SHEET M7. (TYP.)
GENERAL NOTES:
1. TAXIWAY MARKING SHALL BE YELLOW. ALL EDGE MARKING SHALL HAVE GLASS BEADS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF MARKING FOR TAXIWAY. RPR SHALL
REVIEW LAYOUT L PRIOR TO CONTRACTOR BEGINNING MARKING OPERATIONS.
3. EXISTING MARKING TO BE VERIFIED PRIOR TO START OF CONSTRUCTION.
4. SEE SHEET M7 FOR MARKING DETAILS.
TAXIWAY EDGE MARKING. SEE
DETAIL A ON SHEET M7. (TYP.)
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Project No.
3301-1004
Sheet No.
40 20 0 40 80
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OF SHOULDER MARKING
TAXIWAY EDGE MARKING
(YELLOW) (SEE DETAIL A
THIS SHEET)
TO WI TH'I N 5' OF
PAVEMENT
PAVEMENT EDGE OR
25" WHICHEVER IS
LESS.
(oil
LEGEND
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
RUNWAY SAFETY AREA
RSA
PROPOSED SHOULDER PAVEMENT
40 20 0 40
SCALE IN FEET
1 I$= 40'
EC E I v LrI7
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Date
,TUNE 2011
Scale
1"=40*
Drawn
PCC
Checked
ABM
Project
No.
3301-1004
Sheet No.
M7
lt
0
m

OFF: 103.45'L
2.42% r%L.UWI It IVI L-1 N*� I• L-,P' "77
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ALIGNMENT: B-South--J
OFF: '�3�64�
STA: 10+86.54
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OFF: 47.50'R
'ALIGNMENT:
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STA: 8+41.54
ALIGNMENT: B-South
',STA:
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c.z -7+36.91 STA.
S -TA:6+1,2,06:` -----------------
OFF: 59.1 O'R
ALIGNMENT: B-South 11 + 58.62
STA: 10+09.38 OFF: 55.43'R
`89�*,
-OFF.. '_30.
B OFF: 64 .62"R
OFF: 47.50'R ALIGNMENT: B-South
-B
ALIGNMENT. -South
ALIGNMENT: B-South
STA: 12+30.69
STA: 12+87.9 9
ALIGNMENT: B-South
firth STA: 7+06.03 A�
STA:4+5
ALIGNMENT.• B-South OFF: 63.36R
OFF: 6 9.74'R''
STA: 4+58.79
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FF: 69.45R
-9+48.67
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OFF: 85.441
OFF-: 6 . . :.,� _,_ 11
5-48 L
ALIGNMENT: B--South
STA: 4+98.36 PROPOSED HANDHOLE. EXTEND
OFF: 53.55R
241. 2
OFF: 87.83'R EXISTING DUCT TO NEW HANDHOLE.
ALIGNMENT: B-South
STA: 4+28.38
OFF: 71.66'R PROPOSED 200 LF
6".PVC DRAIN
-IGNMENT: R S66th 27
0.5% MIN TO DAYLIGHT.
SEE DETAIL
STA-;.3+83.01
ON SHEET L2.
OFF. 6 5.;OO'L;;
ALIGNMENT: B-South
STA: 3+83.42
+ ,I
OFF: 85.001
240
27 0.
ALIGNMENT: B -South
LEI
ALIGN EN­T:.B=SoUtfi-,.--
STA: 4+22.17
STA: 3+83 42
OFF: 90.61'R
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B
. . . .
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'FrALIA�NMENT:Ft*rSot�th.-­
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co TION NOTES
CONSTRUCTION
OFF: 85.00R
ALIGNMENT: B-South
STA: 3+01.71
OFF: 651-00T,
ALIGN
AENT: B---:Sou.th7--\�,
ALIGNMENT: B-South
STA: 3+01.71
PROPOSED TAXIWAY CIRCUIT
OFF: 85.00
8TA.- 3+01.71
OFF: 85.00'R
1- 1 /C #8 AWG, 5KV,, L-824
.239
+
:OFF.-65'�60"k.
269-
EXISTING LIGHTED RUNWAY SIGN ON
PROPOSED TAXIWAY CIRCUIT
RUNWAY LIGHTING SIGN CIRCUIT,
2 1/C #8 AWG, 5KV, L-824
PROTECT RUNWAY CIRCUIT DURING
'X
CONSTRUCTION INCLUDING HAND
A
PROPOSED TAXIWAY COUNTERPOISE
A
ALIGN
ou h
E' t
EXCAVATION AS NEEDED AT
Z3A
1/C #6 AWG BARE COPPER COUNTERPOISE
STAT`
:2+ .0
CROSSINGS.
OFF.t 6
RUNWAY 6-24 SAFETY AREA
CONNECT NEW 2" PVC CONDUIT TO EXISTING
MANHOLE, OR HANDHOLE
RSA
RSk!
A
RSA
zi
LIGHT, CONDUIT,
A I W-KRACKIT- Q-4Z^"+k
IX
. IrIKIkAUMT° ri�
i,�
SPLICE NEW CABLE TO EXISTING CABLE.
Ut
'ALIGNMENT: B-South
STA: 2+20.00 -STA-.. 2+ 2-0,M-.
'STA: 2+20.00
OFF: 85.00'L OFF: 65.00'C�J
Ir
7- 1 OFF: 85.00 R
C)
-South
0 ALIGNMENT: B
1+84.76
Sou th
ALIGNMENT: B
r) - Qn R
EXISTING TAXIWAY CIRCUIT (TO REMAIN)
1- 1 /C #8 AWG, 5KV
EXISTING TAXIWAY CIRCUIT (TO REMAIN)
- -n
STA: 1 + 78.41J ALIGN MEN I.: tJ-7 Z.) .ov t
B
OFF: 80.001 -STA: 1+78.-.66 ALIGNMENT: B-South
237
.7
STA. -1+52.93
-South
ALIGNMENT: B CIRCUITS
OFF: 106.57'R
X
STA: 1+36.74
B
.ALIGNMENT:.B
OFF: 65.001
ALIGNMENT: B-South TAXIWAY A-C CIRCUIT
'STA: I -�-�78.4o
65,66L
OFr v
STA: 1+ 11. 48
RUN -WAY -6--24:..
3&-­
OFF
.2 :1 19.70'R
CIRCUI.Ts. AND REIL .-266
TAXIWAY B WEST AND J CIRCUIT
_HI 1N DUCT.
TAXIWAY B-C-G-N CIRCUIT
b
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LEGEND
4
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
7--
F
EXISTING TAXIWAY EDGE LIGHT TO REMAIN
EXISTING ELECTRICAL BOX ...
,EXISTING HANDHOLE
EXISTING RUNWAY/TAXIWAY LIGHTED SIGN (LED)
RUNWAY SAFETY AREA
RSA
PROPOSED SHOULDER PAVEMENT
PROPOSED TAPER WIDENING PAVEMENT
EXISTING TAXIWAY PAVEMENT TO BE USED AS
SHOULDER PAVEMENT
EXISTING TAXIWAY LIGHTS AND TRANSFORMERS
RE -INSTALLED IN NEW PAVEMENT OR SHOULDER
EXISTING TAXIWAY LIGHTS AND TRANSFORMERS
RE -INSTALLED IN EXISTING PAVEMENT **
PROPOSED RELOCATED LIGHT ON NEW BASE
ALTERNATE ITEM: PROPOSED LED LIGHT ON
EXISTING BASE
LIGHT IDENTIFICATION NUMBER
395
EXISTING TAXIWAY LIGHT CONVERTED TO HANDHOLE.
EXISTING TAXIWAY CONDUIT TO REMAIN
PROPOSED TAXIWAY CONDUIT
PROPOSED COUNTERPOISE
PROPOSED DUCT EXTENSION
RELOCATED LIGHTED TAXIWAY SIGN
PROPOSED HANDHOLE
NOTE: LEGEND TYPICAL FOR SHEETS L1 THRU L7.
TAXIWAY 8 SOUTH FROM APPROXIMATELY STA. 1+50 TO 5+50, TAXIWAY B
NORTH FROM APPROXIMATELY STA. 0+00 TO 10+50, AND TAXIWAY G FROM
APPROXIMATELY STA. 1+00 TO 4+50 ARE BITUMINOUS OVERLAY OF CONCRETE
PAVEMENT.
** ALTERNATE ITEM - INSTALL NEW LED LIGHTS AND NEW TRANSFORMERS.
GENERAL. NOTES:
1. SEE SHEETS LD1-LD2 FOR LIGHTING DETAILS.
2. SEE SHEET L7 FOR LIGHTING NOTES.
3. SEE SHEETS LC1-LC3 FOR LIGHTING
SCHEMATIC CIRCUIT LAYOUT.
4. SEE SHEET L2 FOR PVC DRAIN DETAILS.
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EXISTING INLETS INCLUDED IN UNIT COST OF PIPE.
1 X1 GALVANIZED
&
HARDWARE CLOTH
M(.063 WIRE OR EQUAL)
6" INSIDE PIPE
DIAMETER
N
LIGHT
BASE 1A
6 " 0 PVC DRAIN, SCH
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LIGHT BASE
or
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A 2x6 REDUCER
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.UGHT BASE CONNECTION DETAIL
NOT TO SCALE
CONSTRUCTION NOTES
PROPOSED TAXIWAY CIRCUIT
1- 1/C #8 AWG, 5KV, L-824
A PROPOSED TAXIWAY CIRCUIT
2- 1 /C #8 AWG, 5KV, L-824
PROPOSED TAXIWAY COUNTERPOISE
1 - 1 /C #6 AWG BARE COPPER COUNTERPOISE
CONNECT NEW 2" PVC CONDUIT TO EXISTING
LIGHT, CONDUIT, MANHOLE, OR HANDHOLE
SPLICE NEW CABLE TO EXISTING CABLE.
EXISTING TAXIWAY CIRCUIT .(TO REMAIN)
1 - 1 /C #8 AWG, 5KV
EXISTING TAXIWAY CIRCUIT (TO REMAIN)
2- 1 /C #8 AWG, 5KV EXISTING
CIRCUITS
TAXIWAY A-C CIRCUIT
TAXIWAY B WEST AND J CIRCUIT
TAXIWAY B-C-G-N CIRCUIT
TAXIWAY A-H CIRCUIT
TAXIWAY F CIRCUIT
GENERAL NOTES:
1. SEE SHEETS LD1-LD2 FOR LIGHTING DETAILS.
2. SEE SHEET L7 FOR LIGHTING NOTES.
3. SEE SHEETS LC1.-LC3 FOR LIGHTING
SCHEMATIC CIRCUIT LAYOUT.
4. SEE SHEET L2 FOR PVC DRAIN DETAILS.
40 20 0 40 80 120
SCALE IN FEET
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Date
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Scale
1"=40'
Drawn
PCC
'Checked
ABM
.Project No.
3301 —1004
Sheet Na.
L2
MAR 2012

v v
V
535
ALIGNMENT: B-South
CONNECT
STA: 22+65.21
EXISTING SIGN
-7
1>
OFF: 54.661 DB-5 TO
PROPOSED
536 /4\/5\ LIGHT 539.
37 B
19
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AY:
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a ALIGNMENT: B-South- B
ALIGNMENT: B-South ALIGNMENT: B-South STA: 22+15.21
STA: 21+33.33
STA:,20+51.44
OFF: 47.50'R
STA: 19+69.55
OFF: 47.50'R
ALIGNMENT: B-South OFF: 47.50'R OFF- 47.50'R ALIGNMENT: B-South
STA: 18+09.25 STA: 2.2+65.21
4)
OFF: 56.52'R CONNECT -/ OFF: 47.50'R
EXISTING SIGN
DB_- 4 TO
PROPOSED
LIGHT 287.
ALIGNMENT: B-South
STA: 17+30.84
OFF: 65.55'R
RELOCATE SIGN DA-5 TO-`
35' OFF PROPOSED
PAVEMENT EDGE.
CONNECT TO PROPOSED
LIGHT 558. SEE DETAIL C
ON SHEET LD2.
ALIGNMENT: B-South
STA: 29+17.79
OFF: 165.62'R
ALIGNMENT: B-South
STA: 29+02.78
OFF: 214.32R
547 i'
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•
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CONSTRUCTION NOTES
PROPOSED TAXIWAY CIRCUIT
1- 1/C #8 AWG, 5KV, L-824
PROPOSED TAXIWAY CIRCUIT
2- 1 /C #8 AWG, 5KV, L-8-24
PROPOSED TAXIWAY COUNTERPOISE
1 - 1 /C #6 AWG BARE COPPER COUNTERPOISE
CONNECT NEW 2" PVC CONDUIT TO EXISTING
LIGHT, CONDUIT, MANHOLE, OR HANDHOLE
SPLICE NEW CABLE TO EXISTING CABLE.
EXISTING TAXIWAY CIRCUIT (TO REMAIN)
1 - 1 /C #8 AWG, 5K V
fj
EXISTING TAXIWAY CIRCUIT (TO REMAIN)
2- 1 /C #8 AWG, 5KV EXISTING
CIRCUITS
TAXIWAY A-C CIRCUIT
If TAXIWAY B WEST AND J CIRCUIT
ITAXIWAY B-C-G-N CIRCUIT
IT TAXIWAY A-H CIRCUIT
17 TAXIWAY F CIRCUIT
GENERAL NOTES:
1. SEE SHEETS LD1-LD2 FOR LIGHTING DETAILS.
2. SEE SHEET L7 FOR LIGHTING NOTES.
3. SEE SHEETS LC1-LC3 FOR LIGHTING
SCHEMATIC CIRCUIT LAYOUT.
4. SEE SHEET 1-2. FOR PVC DRAIN DETAILS.
40 20 0 40 80 120
SCALE IN FEET
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Date
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Scale
1'=40-
Drawn
PCC
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ABM
Project No,
3301-1004
Sheet No.
L3*
1
FAO 0 2 2012

490
RE WIRE CIRCUIT TO
INCLUDE EXISTING
TAXIWAY LIGHT 488 ON
TAXIWAY 'A-C' CIRCUIT.
489
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CON STRU TION NOTES
PROPOSED TAXIWAY CIRCUIT
1-- 1 /C #8 AWG, 5KV, L-824
J.
PROPOSED TAXIWAY CIRCUIT
2- 1/C #8 AWG, 5KV, L-824
PROPOSED TAXIWAY COUNTERPOISE
1 - 1 /C #6 AWG BARE COPPER COUNTERPOISE
CONNECT NEW 2" PVC CONDUIT TO EXISTING
LIGHT, CONDUIT, MANHOLE, OR HANDHOLE
SPLICE NEW CABLE TO EXISTING CABLE.
EXISTING TAXIWAY CIRCUIT (TO REMAIN)
1-- 1 /C #8 AWG, 5KV
EXISTING TAXIWAY CIRCUIT (TO REMAIN)
2- 1 /C #8 AWG, 5KV EXISTING
CIRCUITS
v TAXIWAY A-C CIRCUIT
TAXIWAY B WEST AND J CIRCUIT
TAXIWAY B-C-G-N CIRCUIT
TAXIWAY A-H CIRCUIT
TAXIWAY F CIRCUIT
v
GENERAL NOTES.
1. SEE SHEETS LD1—LD2 FOR LIGHTING DETAILS.
2. SEE SHEET L7 FOR LIGHTING NOTES.
3. SEE SHEETS LC1—LC3 FOR LIGHTING
SCHEMATIC CIRCUIT LAYOUT.
4. SEE SHEET L2 FOR PVC DRAIN DETAILS.
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ALIGNMENT: C-East
STA: 40+34.02
OFF: 47.50"R
ALIGNMENT: C-East ALIGNMENT: B-Noah
STA: 41 +20.94 STA: 39+80.47
OFF: 47.50'R OFF: 47.50'R
ALIGNMENT: B--North
ALIGNMENT: B-North STA: 38+80.48
7 F
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GNMENT: B--North 2NI
STA: 40+ 76.01
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ALIGNMENT: B-North
STA: 40+ 30.(/4) 7
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ALIGNMENT: B--North
STA: 39+80.47
OFF: 47.50'L
YlG ALIGNMENT: B--North
STA: 38+80.48
OFF: 47.50'L
--ALIGNMENT: B-North
STA. 39+30.48
OFF: 47.50'L
Vrr)KlKlrf"*T EXISTING SIGN
DB-10 TO PROPOSED
LI GH T 432.
CONSTRUCTION NINES
PROPOSED TAXIWAY CIRCUIT
1-- 1 C #8 AWG, 5KV, L- 824
PROPOSED TAXIWAY CIRCUIT
2- 1 C #8 AWG, 5KV, L-824
PROPOSED TAXIWAY COUNTERPOISE
Z3
1 - 1 f C #6 AWG BARE COPPER COUNTERPOISE
CONNECT NEW 2" PVC CONDUIT TO EXISTING
LIGHT, CONDUIT, MANHOLE, OR HANDHOLE
SPLICE NEW CABLE TO EXISTING CABLE.
Z6EXISTING TAXIWAY CIRCUIT (TO REMAIN)
1- 1 /C #8 AWG, 5KV
EXISTING TAXIWAY CIRCUIT (TO REMAIN)
z w 2-- 1 /C #8 AWG, 5KV EXISTING
CIRCUITS
TAXIWAY A-C CIRCUIT
TAXIWAY B WEST AND J CIRCUIT
Nf TAXIWAY B-C-G-N CIRCUIT
1W TAXIWAY A-H CIRCUIT
TAXIWAY F CIRCUIT
PROPOSED- i
♦ TO DAYLIGHT.
DETAIL ON SHEET L2.
ALIGNMENT: B--North
STA: 35+73.29
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STA: 33+94.7
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PROPOSED 155. LF 6"
PVC DRAIN 0 0.5%
MIN TO DAYLIGHT..
SEE DETAIL ON
ALIGNMENT: B-North SHEET L2.
STA. 37+51.89
OFF: 47.501
ALIGNMENT: B-North
STA: 35+73.29
OFF: 47.50'L
ALIGNMENT: B-North
STA: 32+ 16.10
OFF. 47.50'R
ALIGNMENT: B-North
STA: 33+94.70
OFF: 47.50'L
ALIGNMENT: B-North XlG
STA: 32+16.10
OFF: 47.50'L
GENERAL NOTES:
. SEE SHEETS LD1-LD2 FOR LIGHTING DETAILS.
2. SEE SHEET L7 FOR LIGHTING NOTES.
3. SEE SHEETS LC1-LC3 FOR LIGHTING
SCHEMATIC CIRCUIT LAYOUT.
4. SEE SHEET L2 FOR PVC DRAIN DETAILS.
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Project No.
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Sheet No.
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ALIGNMENT: B-North
STA: 29+93.62 ALIGNMENT: B-North
ALIGNMENT-. B-North---.N\ OFF: 47.50'R A
ALIGNMENT: 13-North STA: 23+43.62 STA: 22+20.58
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CONSTR,P2U-ROCPTOIOSEND NOTES
WXTIEWS
. .. �.. 1. . - , ..�. . __.., , . 0.5% MIN TO DAYLIGHT. SEE DETAILLo:- TA: 27+0494..
, t .0�-, .. _ ALIGNMENT: B-North ON SHEET L2.L) -. - . . 0. - FF: 4;70".L :
. - •: T- . . - . . . _.. .... STA:26+79.40 PROPOSED TAXIWAY
Y CIRCUIT
. .�. < � P- . . ; . . 79 1- 1/C 8 AWG5KVL-82I
4
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G ALIGNMENT! Q- - `ALIGNMENT:_. . OFF: 73.72R
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STA: 30+20.9 ALIGNMENT-B-No th ,...' 3LIGHT 378.
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STA: 30+37.51 :5420 �_.. - - - , JJm- � STA: 3+ 57.77
OFF.1 1- 1 /C #8 AWG5KV
F: 47.5. .I- ., . :. �-'. �­., . OFF: 50.57ROF//,EXISTING TAXIWAY CIRCUIT (TO REMAIN)\
-YALIGNMENT- GALIGNMENT.G ­, . . I.. I EXISTING LIGHTED RUNWAY SIGN ON 2- 1 /C #8 AWG, 5KV EXISTING
STA:3+82.14 41 $ STA:2+92.24 RUNWAY LIGHTING SIGN CIRCUIT
OFF: 55.381 �. .OFF:82.02'R PROTECT RUNWAY CIRCUIT DURING
I
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OFF- 89.31 L � . . . � . .. I , ll�_. . : 1. ", OFF: 97.18'R GENERAL NOTES:
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SEE SHEETS LD1 -LD2 FOR LIGHTING DETAILS.
.
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SEE SHEETS LC1 -LC3 FOR LIGHTING
I I
CONSTRUCTION INCLUDING HAND
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11VIAR 0 2 2012
4
BY: m
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ALIGNMENT: C-West
STA: 58+52.82
OFF: 53.521
ALIGNMENT: C--West
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OFF: 47.501
EXISTING WINDCONE CABLE IN
CONDUIT (2 LV TO REMAIN)
ALIGNMENT: C-West
STA: 59+29.52
OFF: 47.50'R
ALIGNMENT: C-West
STA: 56+86.51
OFF: 47.501
EXISTING WINDCONE CABLE IN
CONDUIT (2 LV TO REMAIN)
PROPOSED 70 LF 6"
PVC DRAIN 0 0.5%
MIN TO DAYLIGHT
ALI GNMEN T: C- West
STA: 55+96.84
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�aR EXISTING LIGHTED RUNWAY SIRUNWAYLIGHTING CIRCUIT, PCT
RUNWAY CIRCUIT DURING
CONSTRUCTION INCLUDING H�ND;
EXCAVATION AS NEEDED AT
CROSSINGS.Y
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LIGHTING NOTES:
1. CONTRACTOR SHALL USE EXTREME CARE TO MINIMIZE DAMAGE TO LIGHTING FIXTURES
DURING REMOVAL OPERATIONS. CONTRACTOR SHALL REPAIR AND OR REPLACE ALL
DAMAGED PARTS DURING REINSTALLATION PROCESS. CONTRACTOR SHALL STOCKPILE
ALL MATERIALS TO BE REINSTALLED IN SAFE LOCATION. REINSTALLED LIGHTS SHALL
BE FULLY OPERATIONAL. ALL LIGHTS REMOVED AND NOT REINSTALLED SHALL REMAIN
PROPERTY OF THE AIRPORT AND SHALL BE STORED AT LOCATION AS DIRECTED BY
THE AIRPORT.
2. THE LIGHTING CIRCUIT SHALL BE MARKED AND IDENTIFIED WITH TAGS AT ALL POINTS
ACCESSIBLE TO THESE CIRCUITS. LOCATIONS WHERE THIS IS NECESSARY ARE
HANDHOLES, ENTRANCES INTO DUCTS AND CONNECTIONS TO THE FIRST LIGHT
FIXTURES. THE MARKING SHALL BE PERMANENT AND OF MATERIALS WHICH WILL NOT
DETERIORATE DURING THE LIFE OF THE CABLE. THE MARKERS SHALL BE
PERMANENTLY ATTACHED TO THE CABLE AND SHOULD NOT DAMAGE OR BE TORN
FROM THE CABLE.
3. PROVIDE AND INSTALL AT EACH ELECTRICAL HANDHOLE AND JUNCTION BOX (WHERE
REQUIRED) A FIBERGLASS SEPARATION (1 /4" THICKNESS) BETWEEN 600 VOLT
CONTROL CABLES AND THE 5KV R/W AND T/W CIRCUIT CABLES.
4. COUNTERPOISE WIRES SHALL NOT BE INSTALLED IN THE SAME CONDUIT WITH POWER
CABLES. SEE "TRENCH IN PROPOSED SHOULDER PAVEMENT" DETAIL ON SHEET LD1
OR "COUNTERPOISE -EXISTING PAVEMENT" DETAIL ON SHEET LD2 FOR COUNTERPOISE
LOCATION. COUNTERPOISE INSTALLED IN SAME TRENCH AS CONDUIT SHALL BE
MINIMUM 4" ABOVE CONDUIT UNDER NEW PAVEMENT ONLY. IN AREAS WHERE LIGHTS
ARE INSTALLED IN EXISTING PAVEMENT OR GRASSED SHOULDERS, COUNTERPOISE IS
INSTALLED Y2 DISTANCE BETWEEN PAVEMENT EDGE AND CONDUIT/CABLE RUN. WHERE
APPLICABLE, NEW COUNTERPOISE SHALL BE CONNECTED TO GROUND ROD HALFWAY
FROM PAVEMENT EDGE IN FRONT OF EXISTING TAXIWAY EDGE LIGHT AND THEN TIED
IN WITH EXISTING COUNTERPOISE AT EXISTING LIGHT.
5. EXACT LOCATION OF CONDUIT WITH EXISTING CONDUCTORS IS UNKNOWN. CONTRACTOR
SHALL LOCATE EXISTING CABLES PRIOR TO BEGINNING EXCAVATION. CONTRACTOR
SHALL EXCAVATE NEW TRENCH WITH EXTREME CARE NOT TO DAMAGE EXISTING
CONDUIT OR CONDUCTORS. ANY DAMAGE WILL BE REPAIRED BY CONTRACTOR AT NO
COST TO THE OWNER. DISTURBED AREAS OUTSIDE PAVEMENT AREA SHALL BE
RESTORED TO ORIGINAL SURFACE ELEVATION AND SEEDED.
CONSTRUCTION DOTES
PROPOSED TAXIWAY CIRCUIT
1 1 C #8 AWG, 5KV, L-824
PROPOSED TAXIWAY CIRCUIT
2- 1 /C #8 AWG, 5KV, L-824
PROPOSED TAXIWAY COUNTERPOISE
3 1 - 1 /C #6 AWG BARE COPPER COUNTERPOISE
QCONNECT NEW 2" PVC CONDUIT TO EXISTING
LIGHT, CONDUIT, MANHOLE, OR HANDHOLE
SPLICE NEW CABLE TO EXISTING CABLE.
5
F EXISTING TAXIWAY CIRCUIT (TO REMAIN)
1- 1 /C #8 AWG, 5K V
`* EXISTING TAXIWAY CIRCUIT (TO REMAIN)
;F °r 2- 1 /C #8 AWG, 5KV EXISTING
CIRCUITS
'57TAXIWAY A-C CIRCUIT
If TAXIWAY B WEST AND J CIRCUIT
G TAXIWAY B-C-G-N CIRCUIT
TAXIWAY A-H CIRCUIT
TAXIWAY F CIRCUIT
6. CONCRETE BACKFILL SHALL BE IN ACCORDANCE WITH SECTION P-610 OF THE
SPECIFICATIONS.
7. PROVIDE CONCRETE MARKER ABOVE EACH CHANGE IN DIRECTION IN CABLE/CONDUIT.
8. CONNECTOR ENDS SHALL NOT REMAIN EXPOSED TO THE WEATHER..
9. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE HAND EXCAVATION IN THE
VICINITY OF EXISTING LIGHTS, SIGNS, CONDUIT AND CABLE.
10. NEW INSTALLATIONS WHICH CROSS EXISTING INSTALLATIONS SHALL BE MINIMUM 2'
APART.
11. CONTRACTOR SHALL DETERMINE THE NUMBER AND ANGLE OF HOLES IN EACH LIGHT
BASE PRIOR TO PLACING ORDER. NO SEPARATE PAYMENT WILL BE MADE FOR THIS
ITEM.
12. ALL LIGHTS ARk TO BE BASE MOUNTED AND SPACING APPROVED BY ENGINEER PRIOR
TO INSTALLATION.
13. ALL EXTRA REMOVED LIGHTS AND TRANSFORMERS SHALL BE DELIVERED TO THE
WILMINGTON INARNATIONAL AIRPORT, AIRFIELD LIGHTING VAULT OR AS DIRECTED BY
THE ENGINEER:
14. CONTRACTOR SMALL GRADE, SEED, AND MULCH ALL DISTURBED AREAS IN
ACCORDANCE WITH REQUIREMENTS OF SPECIFICATIONS. COST TO BE INCLUDED IN
PRICE BID FOR TRENCHING.
15. A SAFETY GROUND SHALL BE INSTALLED AT EACH LIGHT FIXTURE.
GENERAL NOTES:
1. SEE SHEETS LD1-LD2 FOR LIGHTING DETAILS.
2< SEE SHEETS LC1-LC3 FOR LIGHTING
SCHEMATIC CIRCUIT LAYOUT,
3. SEE SHEET L2 FOR PVC DRAIN DETAILS.
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4'--4"
FEXISTING FRAME AND EXIS NG LID LID
4 ' 4
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4*
THICKNESS VARIES
SEE NOTE 2
A
EXISTING JOINT WITH 4
BUTYL RUBBER SEALANT
(TO BE CLEANED)
41
INSTALL NEW 1/2- DIA BOLTS TO
BOLT DOWN TOP (TYP OF 4)
r--NEW FRAME AND LID
NEW C
(SEE P
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8
41,
EXISTING ELECTRICAL
MANHOLE
4
40
4
4
4
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INSTALL
SEALANT
EXISTING MANHOLE RAISED MANHOLE (PROPOSED)
RAISED ELECTRICAL MANHOLE DETAIL
NOT TO SCALE
a
30
OP NINE
A
0 THICKNESS VARIES
4
\_#5 TIE BAR (TYP)
NOR'--C T DETAIL
ONCRETE TOP SLAB
-610 FOR SPECIFICATIONS)
BUTYL RUBBER
IN JOINT
NOTE:
1. CONTRACTOR SHALL REMOVE EXISTING TOP SLAB FROM MANHOLE TO BE RAISED. THE EXISTING FRAME AND LID SHALL BE SALVAGED AND REUSED.
2. THE THICKNESS OF THE NEW SLAB VARIES. CONTRACTOR SHALL ESTABLISH TOP OF SLAB ELEVATION BASED ON PROPOSED ADJACENT PAVEMENT GRADES TO
MEET GRADING REQUIREMENTS AS SHOWN IN THE DETAIL AND DETERMINE TOP THICKNESS BASED ON PROPOSED TOP ELEVATION AND EXISTING MANHOLE
ELEVATION.
POURING SPOUT --- CABLE JACKET REMOVED
PLASTIC "PENCIL" INSULATION
BODY MOLD
F
I v
0
COMPRESSION TYPE SLEEVE
CONNECTOR. CRIMP WITH TOOL
RECOMMENDED BY MANUFACTURER CABLE SPLICE
(FOR POWER AND CONTROL CABLE)
NOT TO SCALE
DES19NAII!QNS
CABLE CABLE
DUCT DUCT
=
SPLICE SPLICE T
TRANSFORMER
2, 0"
NOTE:
1 DESIGNATIONS. SHALL BE INSCRIBED
ON MARKER IN LETTERS e HIGH x 3" WIDE
WITH 1/2- LINE THICKNESS SPACED 1 1/2-
APART IN A MANNER ACCEPTABLE TO THE
ENGINEER. SEE ITEM L-108 OF THE SPECS.
2 DUCT MARKER SHOULD INDICATE NUMBER AND
SIZE OF CABLE OR DUCT (i.e. 4W-4in.)
3 ARROWS SHALL BE ADDED, WHEN NECESSARY, TO
SHOW CHANGE OF DIRECTION OF CABLE RUN.
CABLE_MARKER DETAIL
NOT TO SCALE
SEAL ENDS OF MOLD
WITH TAPE
PROVIDED IN SPLICE
KIT
WATERPROOF SEALANT APPLIED
FROM END TO END
CONNECTOR REMAINS
IAL 3 SLEEVE FREE FROM SEALANT
1. SLIDE THE SLEEVE OVER THE CABLE BEFORE MAKING
ELECTRICAL CONNECTION. MATE CONNECTOR SECTIONS AND WIPE
DIRT FROM CONNECTOR AND CABLE.
2. PRE -HEAT CABLE JACKET. CENTER SLEEVE OVER CONNECTOR.
BEGIN SHRINKING AT CENTER, WORKING TOWARD BOTH ENDS.
USE A BACK -AND -FORTH, SWEEPING MOTION OF THE TORCH.
3. SHRINKING IS COMPLETE WHEN MELTED SEALANT IS SQUEEZED
FROM BOTH ENDS OF THE SLEEVE AND ALL HEAT -SENSITIVE
PAINT HAS CHANGED FROM BLUE TO GRAY.
4. NEAT --SHRINKABLE KIT IS SUBSIDIARY TO FIXTURE/
TRANSFORMER INSTALLATION, NO SEPARATE PAYMENT WILL BE
MADE FOR THIS ITEM.
HEAT SHRINK SPLICE DETAIL FOR L, 823
CONNECTO IT
NOT TO SCALE
r
C
^T"%r%f1r_m
t-
P,
El
BREAKABLE COUPLING-,,
AND DISCONNECT PLUG
$# a
A_
TINY EDGE LIGHT L-861T, RELOCATED EXISTING.
SE-1 10P Or BASEELEV.ELEV. 4
12"
BELOW PAVEMENT EDGE GRADE
AROUND LIGHT BASE TO
CONCRETE BACKFILL
PROVIDE POSITIVE DRAINAGE
6" MIN.
2# SLACK (TYP)4.­.'.,,
L-823 CONNECTORS W/ ONE LAYER OF L-830 ISOLATION- TRANSFORMER,
RUBBER & ONE LAYER OF PLASTIC TAPE ONE RELOCATED EXISTING
HALF LAPPED EXTENDING AT LEAST 1-1/2" EA.
12" DLA./24" DEEP L­867
SIDE OF CONNECTOR (TYPICAL EACH HEAT TELESCOPING BASE
SHRINK SPLICE ON TOP OF THE PLASTIC TAPE)
NO. 6 BARE lit,
TYPE "C" CABLE
2" PVC, SCH 40, CONDUIT6" MIN,
COUNTERPOISE #8-5KV L-824
BRICK
EXTERNAL GROUND LUG
#6 AWG BARE JUMPER TO BE CONNECTED 3/4- BY 10' (MIN)GROUND ROD
TO EXTERNAL GOUND LUG AND TO A 3/4-
BY 10' (MINIMUM) GROUND ROD INSTALLED
BESIDE THE FIXTURE
SEE SHEET LD2 DETAIL A FOR INSTALLATION ALTERNATED BID: INSTALL NEW LEDLIGHTS AND TRANSFORMERS.
DETAIL IN EXISTING PAVEMENT. SEE THIS
SHEET FOR INSTALLATION DETAIL IN
PROPOSED PAVEMENT.
PROPOSED BASE -MO NTED.LAX1WAi
EDGE LIQ T
GENERAL LIGHTING NOTES: NOT TO SCALE
1. BASE BID: EXISTING TRANSFORMERS SHALL BE USED AT ALL LOCATIONS OF RELOCATED LIGHTS.
2. THE EDGE OF THE LIGHT FIXTURE FLANGE SHALL MATCH THE ELEVATION OF THE FINISHED PAVEMENT SURFACE TO
0" (-) 1/16* TOLERANCE ON THE SIDE OF THE FIXTURE CLOSEST TO THE CENTERLINE OF THE PAVEMENT.
3. DO NOT USE SHIPPING BOLTS TO INSTALL ANY FIXTURES. STAINLESS STEEL BOLTS OF THE PROPER LENGTH AND
2-PIECE LOCKWASHERS SHALL BE USED. USE INDUSTRY STANDARD ANTI -SEIZE COMPOUND (GREASE) AND TORQUE
TO MANUFACTURER'S INSTRUCTIONS.
4. PROVIDE THREE (3) COPIES OF AN INSTRUCTION AND MAINTENANCE MANUAL TO THE ENGINEER 15 DAYS PRIOR TO
START OF INSTALLATION.
PROPOSED T�
SHOULDER PAV
(3" OR 4" BITL&
SURFACE COUi7'
CRUSHED 'AGGREGATA;
C4
EXCAVATION FOR PROPOSED
SHOULDER PAVEMENT SECTION -
SEE DETAIL SHEET D1.1 AND
SEQUENCE OF CONSTRUCTION.
BACKFILL W/
CLEAN SAND
NO. 6 BARE COPPER
COUNTERPOISE. INSTALL 4"
MINIMUM ABOVE PVC,
SEE DETAIL C FOR EDGE
LIGHT INSTALLATION AFTER
PAVING.
6" MIN
TRENQHLIB LE.R0E0SED SHOULDER
kly� PAVEMENT DETAIL
NOT TO SCALE
1. SEE SEQUENCE OF CONSTRUCTION NOTES.
2. TRENCHING SHALL BE PAID UNDER ITEM "TRENCHING FOR CONDUIT
-dull
NOT TO SCALE
/da.
ki
6" MIN 6 Nk
7
L-867 BASE
SIZE B
INTERCEPT - NIEW -
coNbUIT "ANO
< " CONNECT*. -TO- -.13ASt..'
6MIN''
CAN
CONCRETE ENtk$F_ME.NT . <
(SEE SECTION* P-='61'0
THE SPEC WltAfi OKS) BONDING
t0MP66ND.-'­
24! UK
PROPOSED BASE -MOUNTED TAX I WAY
EDGE., LLGHT IN PROPOSED TAXIWAY
SHOULDER PAVEMENT
NOT TO SCALE
SEE SEQUENCE OF CONSTRUCTION NOTES.
SEQUENCE OF CONSTRUCTION - DETAILS B AND C
1. INSTALLATION SEQUENCE FOR NEW LIGHTS IN PAVED SHOULDERS SHALL BE AS DESCRIBED BELOW.;
2. AFTER SHOULDER EXCAVATION/UNDERCUT AND BEFORE COMPACTION OF SUBGRADE, INSTALL CONDUIT, COUNTERPOISE, AND CONDUIT DRAINS AS PER DETAIL B.
3. AFTER COMPACTION OF SUBGRADE AND PLACEMENT/COMPACTION OF AGGREGATE BASE COURSE, CONFIRM NEW CONDUIT HAS NOT BEEN DAMAGED (CRUSHED) DURING
COMPACTION. REPLACE CONDUIT AS NEEDED. (THERE SHALL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR CONDUIT DAMAGED BY COMPACTION.)
4. COMPLETE PAVING OPERATIONS. CONTRACTOR TO PROTECT AND SUPPORT CONDUIT AND COUNTERPOISE DURING EARTHWORK AND PAVING OPERATIONS.
5. AT EACH LIGHT LOCATION, MAKE A CORE IN THE TAXIWAY SHOULDER PAVING WHICH IS LARGE ENOUGH TO ACCOMMODATE THE SPECIFIED BASE. CORE DRILLING A 24"
ROUND BY 24" DEEP HOLE IS THE PREFERRED METHOD. INTERCEPT AND TIE BASE CAN TO NEW CONDUIT AND CONDUIT DRAINS WHERE INDICATED ON THE PLAN
SHEETS. PULL NEW CIRCUIT.
6. USE MANUFACTURER'S SETTING JIG (OR OTHER DEVICE APPROVED BY THE ENGINEER) FOR PROPERLY ALIGNING THE BASE AND FOR PREVENTING MOVEME, POING
E A,
CONCRETE ENCASEMENT. PRIOR TO PLACING CONCRETE, THE SIDES OF THE EXCAVATION SHALL BE. SPRAYED WITH BONDING COMPOUND.
2 20012
7. INSTALL L-867 LIGHT BASE EXTENSION AND ANY REQUIRED SPACER RINGS/SHIMS TO OBTAIN THE REQUIRED ELEVATION. INSTALL LIGHT ASSEMBLY.
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.29974
Date
JUNE 2011
Scale 1 "4011
Drawn
PCc
Checked
ABM
Project No. 3301-1004
Sheet No.
LD1

SEE TRENCH IN PAVEMENT NO. 6 BARE COPPER COUNTERPOISE. 8" BELOW GROUND SURFACE.
DETAIL G THIS SHEET. INSTALLED HALFWAY BETWEEN EXISTING PAVEMENT EDGE AND CONDUIT.
PROPOSED EDGE (SEE COUNTERPOISE -GRASSED SHOULDERS DETAIL D AND
OF TAXIWAY 10'
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COUNTERPOISE TRENCH DETA
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EDGE OF EXISTING
PAVEMENT EXISTING TRANSFORMER AND
COMPONENTS TO BE REMOVED
EXISTING L-867 BASE TO REMAIN
INSTALL STEEL COVER PLATE OR PROPOSE
D
�.L-867 HANDHOLE DETAIL B THIS SHEET.
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WITH PROPOSED CIRCUIT/S
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PAVE�i�ENT,
's` 'b *5 '6 " $ j $ '� r tlt Yt r 'C+ ' dr ,9 W 6• l Y+ `$> Y 'b i+ w 3 , �d`
BITUMINOUS SURFACE OVER
8.5" CONCRETE PAVEMENT) SECTION A --A NEW CABLE/CONDUIT. SEE DETAILS
F AND G.
PROPOSED EXISTING TAXIWAY EDGE LIGHT INSTALLED NEW 2" SCH. 80 PVC
RELOCATED EDGE ON NEW L-867 SIZE B BASE WITH CONDUIT DIRECT BURIED IN
OF TAXIWAY EXTENSION. SEE DETAIL ON SHEET L,D1, SOIL.. SEE TRENCH IN SOIL
DETAIL F THIS SHEET
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PW__1411
- L-B67 HANDHOLE PER DETAIL H THIS SHEET.
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PROPOSED 2" SCH 80 PVC CONDUIT EXISTING EDGE
CONCRETE ENCASED IN PAVEMENT OF PAVEMENT/ NO. 6 BADE COPPER
WITH 2--#8 5KV TYPE C CABLE. TAXIWAY COUNTERPOISE. 8" BELOW GROUND
SEE TRENCH IN PAVEMENT DETAIL G THIS SHEET SURFACE.
PLAN
oA PROPOSED ELEVATED TAXIWAY EDGE LIGHT IN EXISTING PAVEMENT PLAN
NOT TO SCALE
10' WHERE APPLICABLE
v
W
BACKFILL PER FAA
® SPEC. L-110
INSTALL 4"-6" UNDERGROUND
ELECTRICAL WARNING TAPE 8"
v MINIMUM BELOW TOP OF
GROUND (SEE NOTE A)
am
#6 BSDC SOLID COUNTERPOISE - /
GROUND WIRE CONNECTED
TO 3/4"x 1' 0' COPPER
CLAD GROUND RODS NOT
TO EXCEED 500' APART 3"1 NOTE A: UNDERGROUND ELECTRICAL WARNING
SELECT BACKFILL - TAPE SHALL BE 4"-6" WIDE
POLYETHYLENE FILM DETECTABLE TAPE
2" PVC CONDUIT WITH WITH A METALIZED FOIL CORE. TAPE
SHALL BE INSTALLED 6" ABOVE CABLE
CABLE AS SHOWN ON PLAN AND A MINIMUM OF 8" BELOW GROUND.
D COUN P 1SE — GRASSEQ-3.H.OULDERS
NOT TO SCALE
f BACKFILL PER FAA
SPEC. L--108
TO EDGE OF PVMT.
I..
SELECT BACKFILL
E NEP I SE THE H
NOT TO SCALE
COUNTERPOISE TRENCH (DETAILS D AND E ONLY) SHALL BE PAID FOR UNDER
ITEM "TRENCHING FOR COUNTERPOISE'.
REPLACE TURF,
AS SPECIFIED
CONCRETE BACKFILL
(SEE SECTION P-610
OF THE SPECIFICATIONS)
TACK COAT ---
BACKFILL W/ SUITABLE MATERIAL
REMOVED FROM TRENCH
BACKFILL W/
CLEAN SAND
2" PVC SCH 80 CONDUIT
6" MIN
TRENCH IN SOIL DETAIL FOR
CONDUIT WALLED I GRASSED
HQULDEI
NOT TO SCALE
1. TRENCHING SHALL BE PAID FOR UNDER ITEM "TRENCHING FOR CONDUIT".
INSTALL STEEL COVER
NEW CONCRETE COLLAR
(SEE P-61'0 FOR CONCRETE
ADD BASE EXTENSION TO EXISTIN SPECIFICATIONS.)
HANDHOLE. (L-867 EXTENSION) 1/2 PROPOSED SHOULDER PAVEMENT (3" OR
4" BITUMINOUS PAVEMENT/6" CRUSHED SOIL BACKFILL.
AGGREGATE BASE COURSE)
`#6 SOLID COPPER
"._._ COUNTERPOISE
v
i {
5 f
ttr .M
F 4
3
kvs F€F # z Y
E
6--EX01HERMIC ME
+�
} l F 4 LA
i Y .? 4 3 � 3 �.�.]✓l,l�U�1 ♦Mu, -,.,•..a...,.,. p.
3 .._,: -0
GRGU ENT
,`mow / s
...,..f w zRflD » r - 'M. 121 (flESiGN
��d s - ,ASis ; �AFILL,
L-867 HANDHOLE EXTENSION DETAIL
NOT TO SCALE
L
RELOCATED
L-858 LED AIRPORT SIGN MANUFACTURED 8Y AflB
INSTALLATION PER MANUFACTURERS INSTRUCTIONS.
A
P-610 REINFORCED CONCRETE PAD—' H --t:-3 ` °`i" ""'
W 4"x4" WELDED WIRE FABRIC L-867, 12" DIA CLASS
C' - MEN E HA
GROUND ■]i■ ��m1{ .ESI Si�A. '.CE
0 O'V "qI • a�
O NOT T SCALE
1. SEE PROJECT SPECIAL PROVISIONS.
INSTALL CONCRETE SIGN BASE AT
DISTANCE FROM EDGE OF PAVEMENT
AS SHOWN ON SHEETS L3,1 AND L5.
BREAKABLE COUPLING AND
DISCONNECT PLUG (TYP.)
SPARE 2" PVC CONDUIT—/ NLW ,LHts t-UrK
GROUND CONDUCTOR '•.
INSTALLATION • ` .: .
NOTES.
1) THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION
#6 AWG BARE SOFT
OR EMBANKMENT NECESSARY FOR THE SIGN PAD DRAWN COPPER .. ":. .
` `i • e4• Ss
1
INSTALLATION TO, MEET THE GRADING TOLERANCES X 10' COPPER '
NOTED. CLAD GROUND ROD 1/2" DRAIN 6"
2" BITUMINOUS PAVEMENT
PATCH
EXISTING PAVEMENT
F (THICKNESS VARIES);
BITUMINOUS OVER CONCRETE
a a a a a 2" PVC SCH 80 CONDUIT
CY"
Kb' �• 6' '4 •b V' 4 �' Mr a ® tl• 4 5+ a a +4
m• w w 9• ,v vi a *v xm c� �• s •. v m
.. a w w m 7-=�Y.Ai �•iil`t€ o � • +a •a w a' a o a a
+e a a. w o• >Y v ,.d w a •m � a w w a .a >
.y J "v sfr W a a a a +6 m +:+ Y a 4• & w a a 9• `. .• a a
tl*' +v v m ;a +e• a o w r 'ir a �• .% ar a+ w +i' w a a a
+k 'b C• v 4^ <3 W a '0' •b aY •.+ a '�' G !b » i+ •Y a O a
1.0', MIN
­
TRENCH C IU PAKEMENT DET'AIL FOR
CONDUITINS A", LED D JR. EXISTING
PAVEMENT
NOT TO SCALE
1. EXISTING PAVEMENT SECTION (TWY B NORTH
AND SOUTH ENDS ARE APPROXIMATELY 5'f
BITUMINOUS SURFACE OVER 10" CONCRETE
PAVEMENT, TWY G. 11" BITUMINOUS SURFACE
OVER 8.5" CONCRETE PAVEMENT)
2. , TRENCHING SHALL BE PAID UNDER ITEM
"TRENCHING IN PAVEMENT"
HOLE
L-58 GUIDANCE SIGN DEVIL
NOT TO SCALE
NOTEs:
1. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION OR EMBANKMENT NECESSARY FOR THE SIGN PAD
INSTALLATION TO MEET THE GRADING TOLERANCES NOTED.
2. RELOCATION OF FIVE MODULE SIGN (DA-5) WILL REQUIRE INSTALLATION OF BASE CAN AND TRANSFORMER
ASSEMBLY AT BOTH ENDS OF SIGN PAD TO POWER ALL SIGN MODULES
3. SEE "PROPOSED BASE — MOUNTED TAXIWAY EDGE LIGHT" DETAIL FOR BASE CAN GROUNDING
INSTALL 3/4" STEEL COVER
PLATE
W1
f9
FINISHED GRADE —\ r- 1 /2
CONCRETE BACKFILL AROUND
BASE MIN. 6" PER P-610 d • .
EXTERNAL GND LUG 4" MIN.
BARE COUNTERPOISE
PROVIDE SILICONE SEA
AT CONDUIT END
G
2" PVC CONDUIT
6" MINIMUM "
SAND BACKFILL'
" DIAMETER CONDUIT I
WEEP HOLE LIGHT IN
PAVEMENT.
L--867 HANDHOLE DETAIL
NOT TO SCALE
s3/4" STEEL COVER
/2"
FINISHED GRADE
�____.--NO. 6 CU COUNTERPOISE
—2-1 /C8, 5KV, L--824,
TYPE C CABLES WITH 5'
SLACK
2" PVC CONDUIT — WHERE SHOWN
INSTALL NEW CIRCUIT AND/OR
CONDUIT TO EXISTING SIGN.
RE —USE EXISTING L--830
TRANSFORMER
'— SEE NOTE
CLEAN SAND
L-867B GLASS 1 BASE
4"
MIN.
BOND GROUND TO BASE CAN
EXOTHERMIC WELD
5' SLACK
- #8 5KV FOR NEW CIRCUIT
2" PVC CONDUIT
-- 3/4" 0 X 10'
LONG GROUND
ROD
NOTES:
1. THE TOP 4" MINIMUM OF THE CONCRETE RING SHALL BE FORMED.
2. COUNTERPOISE SHALL BE EXOTHERMICALLY WELDED TO BAN.
3. SEE "PROPOSED BASE - MOUNTED TAXIWAY EDGE LIGHT" DETAIL FOR BASE CAN
GROUNDING
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Sheet No.

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NOTES: .
32 1. PROPOSED TAXIWAY EDGE LIGHTING COMPONENTS
(INCLUDING CONDUIT AND COUNTERPOISE) IN
TRENCH AND EXISTING UNDERGROUND
CABLES/CONDUIT/GROUNDING/DUCTS NOT
SHOWN. SEE DETAILS ON SHEETS LD1 AND LD2.
28 2. SEE PAVING AND SHOULDER GRADING DETAILS
ON SHEET D1. .
3. EXISTING TAXIWAY PAVEMENT TYPE AND I
THICKNESS VARIES. SEE DETAILS ON SHEET LD2
24 AND D1. I
1
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24 NOTES:
1. PROPOSED TAXIWAY EDGE LIGHTING
. COMPONENTS (INCLUDING CONDUIT
AND COUNTERPOISE) IN TRENCH
AND EXISTING UNDERGROUND
20 CABLES/CONDUIT/GROUNDING/DUCTS
NOT SHOWN. SEE DETAILS ON
SHEETS LD1 AND LD2. .
2. SEE PAVING AND SHOULDER
GRADING DETAILS ON SHEET D1.
16
3. EXISTING TAXIWAY PAVEMENT TYPE
AND THICKNESS VARIES. SEE
DETAILS ON SHEET LD.2 AND D1.
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28 1 . PROPOSED TAXIWAY EDGE LIGHTING
COMPONENTS (INCLUDING CONDUIT
AND COUNTERPOISE) IN TRENCH
AND EXISTING UNDERGROUND
CABLES/CONDUIT/GROUNDING/DUCTS
24 NOT SHOWN. SEE DETAILS ON
SHEETS LD1 AND LD2.
2. SEE PAVING AND SHOULDER
GRADING DETAILS ON SHEET D1.
1
20 3. EXISTING TAXIWAY PAVEMENT TYPE
AND THICKNESS VARIES. SEE
DETAILS ON SHEET LD2 AND D1.
.
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2. BORING LOGS AND TEST DATA ARE CONTAINED IN APPENDIX "G" OF THE SPECIFICATIONS AND
ARE FOR INFORMATIONAL. PURPOSES ONLY. CONTRACTOR SHALL USE DATA AT HIS OWN RISK.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL CONTROL FOR THE
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I I
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IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
5. FOR SEQUENCE OF CONSTRUCTION, SEE SHEET A4-A8.
C. SEE SHEETS 1-1-1-7 FOR LIGHTING PLANS.
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ABM
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. 1
3301-1004
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LIG�< BASE TO REMAIN.
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ff _x TO BE RAISED. SEE
DETAIL ON/SHEET
LD2^ � , .• , �i` , • - ` fit, � _ - �=r - �`"� ,. ,` - .. �°�� ' .
GENERAL NOTES: 1. EXISTING CONDITIONS SURVEY FROM MCKIM & CREED, DATED DECEMBER, 2010. ALL ELEVATIONS ARE IN NAVD88.
2. BORING LOGS AND TEST DATA ARE CONTAINED IN APPENDIX "G" OF THE SPECIFICATIONS AND ARE FOR
INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL USE DATA AT HIS OWN RISK. CONTRACTOR IS RESPONSIBLE
FOR MAINTAINING VERTICAL AND HORIZONTAL CONTROL FOR THE PROJECT.
3. BENCHMARKS AND CONTROL POINTS ARE AS SHOWN ON SHEET A2 AND SHEETS S1. S3.
4. UNDERGROUND CABLES ARE NOT SHOWN. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN THE
VICINITY OF EXISTING UNDERGROUND CABLES AND TAXIWAY LIGHTS TO PREVENT DAMAGE. ANY DAMAGE CAUSED BY
CONTRACTOR'S OPERATIONS SHALL B . E REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
EXISTING HANDHOLES
5. FOR SEQUENCE OF CONSTRUCTION, SEE SHEET A4—A8.
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Sheet L No.
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IONS SURVEY FROM MCKIM & CREED, DATED DECEMBER, 2010.
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ALL ELEVATIONS
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, � . I
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DETAILS ON SHEETS LD1 AND LD2. JUNE 2011
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PANEL 4PP. REMOVE OUTPUT SERIES CIRCUIT CABLES FROM CCR TO S-1 CUTOUT ENCLOSURE. REMOVE CONTROL
CIRCUITRY CONDUCTORS FROM CCR TO CONTROL TRANSFER PANEL. COORDINATE REMOVAL OF EXISTING EQUIPMENT WITH
INSTALLATION OF NEW REPLACEMENT EQUIPMENT TO MINIMIZE DOWNTIME. THE OWNER HAS THE OPTION OF LEAVING CCRs
AT THIS BUILDING FOR SALVAGE. IF NOT SELECTED FOR OWNER SALVAGE, REMOVE & DISPOSE OF CCR.
EXISTING CONDUITS WILL BE RE —USED FOR NEW CIRCUITRY INSTALLATION (TYPICAL FOR ALL REGULATORS). EACH
REGULATOR HAS 3 EXISTING DEDICATED CONDUITS: (1) POWER FEEDER, (2) 5kV SERIES CIRCUIT OUTPUT, (3) CONTROL
CIRCUITRY.
REMOVE EXISTING CONTROL BOARD AFTER NEW LIGHTING CONTROL SYSTEM IS FUNCTIONAL AND OPERATING. REMOVE
ABANDONED CONDUCTORS CONNECTED TO THIS CONTROL BOARD. THE OWNER HAS THE OPTION TO KEEP THE CONTROL
BOARD FOR SALVAGE. IF NOT SELECTED FOR OWNER SALVAGE, REMOVE & DISPOSE OF CONTROL BOARD.
REMOVE EXISTING CONTROL TRANSFER CABINET COMPONENTS AFTER NEW LIGHTING CONTROL SYSTEM IS FUNC11ONAL
AND OPERATING. ENCLOSURE IS TO REMAIN. REMOVE ABANDONED CONDUCTORS CONNECTED TO THIS CONTROL
TRANSFER CABINET. THE OWNER HAS THE OPTION TO KEEP COMPONENTS FOR SALVAGE. IF NOT SELECTED FOR
• r SALVAGE, REMOVE
-• •. DISPOSE COMPONENTS.
IN PANEL 2PP, REMOVE EXISTING 3* POLE SPARE BREAKER AT POS111ON 27,29,31. TURN C/B OVER TO OWNER.
REWORK CIRCUITRY MONITORING RUNWAY CIRCUIT 17-35 TO NEW LOCATION (SEE PROPOSED VAULT PLAN). RW 17-35
CIRCUIT WILL NOW BE ROUTED THROUGH THE S-1 CUTOUT ENCLOSURE ADJACENT TO THIS RLIM EQUIPMENT.
KEY-ED NEES= CONSTRUCTI4K
USE EXISTING
1 CONTROL MONITORING CIRCUITRY FROM CCR OVERHEAD TO EXISTING WIREWAY ON WALL.
OR CO
L NEW
1 C F L&
INSTALL
" BED UGH SLAB AT REGULATOR FOR UPS POWER TO REGULATOR CONTROL MODULE. USE
C FRO
M WIR
EWAY &STUB UP THROUGH
EXISTING CONDUIT FROM PANEL 4PP STUBBED UP THROUGH SLAB AT REGULATOR FOR POWER FEEDER. SEE DETAILS FOR POWER
& CONTROL WIRING REQUIRED.
Q INSTALL MISCELLANEOUS CONTROL & MONITORING MODULES (MCMM). MOUNT OVER EXISTING ENCLOSURE. SEE DETAILS FOR POWER
& CONTROL WIRING REQUIRED.
INSTALL BEACON CONTACTOR IN EXISTING ENCLOSURE, 2P/30A. CONNECT EXISTING BEACON SUPPLY & LOAD CIRCUITS,
EXTENDING IF NECESSARY TO NEW CONTACTOR LOCATION. INSTALL CONTROL CIRCUIT FROM MCMM#1 DRY CONTACT OUTPUT USING
"C,2#1 4,#1 4G.
PULLBOX FOR FIBER OPTIC CABLES TO ATCT.
FIBER PATCH PANEL FOR FIBER OPTIC CABLES.
COORDINATE EXACT PLACEMENT OF CCR WITH THE OWNER. INSTALL CCR OUTPUT CIRCUIT FROM CCR TO S-1 CUTOUT IN EXISTING
CONDUIT. INSTALL CIRCUIT FROM S-1 CUTOUT TO EXTERIOR HANDHOLE ADJACENT TO VAULT IN EXISTING CONDUIT. IN HANDHOLE,
SPLICE NEW OUTPUT CONDUCTORS TO EXISTING MELD CONDUCTORS USING L-823 CONNECTORS. FOR OUTPUT CONDUCTORS, USE
2-1 /C #8 5KV L-824C. SEE DETAILS FOR POWER & CONTROL WIRING REQUIRED.
COORDINATE EXACT PLACEMENT OF CCR WITH THE OWNER. INSTALL CCR OUTPUT CIRCUIT FROM CCR TO S-1 CUTOUT IN EXISTING
CONDUIT. NEW FIELD CONDUCTOR HOMERUNS WILL BE INSTALLED THROUGH THE HANDHOLE ADJACENT TO THE VAULT TO THE S--1
CUTOUT INSIDE THE VAULT. FOR OUTPUT CONDUCTORS, USE 2-1 /C #8 5KV L-824C. SEE DETAILS FOR POWER & CONTROL
WIRING REQUIRED.
8 COORDINATE EXACT PLACEMENT OF SPARE CCR WITH THE OWNER. INSTALL CCR OUTPUT CIRCUIT FROM CCR. TO S-1 CUTOUT IN
OUTPUT CONDUCTORS, USE 2-1 C 5KV L-824C,
EXISTING CONDUIT. FOR CON , / #8
INSTALL WINDCONE CONTACTOR IN EXISTING ENCLOSURE, 2P/30A. CONNECT EXISTING WINDCONE SUPPLY & LOAD CIRCUITS,
EXTENDING IF NECESSARY TO NEW CONTACTOR LOCATION. INSTALL CONTROL CIRCUIT FROM MCMM#1 DRY CONTACT OUTPUT USING
"C,2#14,#14G.
10 "C, 10#18,#18G FOR RADIO CONTROL INTERFACE TO MCMM#2; FIELD COORDINATE EXACT POINTS TO MONITOR WITH OWNER &
ENGINEER,
11 "C, 4#18,#18G FOR GENERATOR INTERFACE TO MCMM#1; MONITOR GENERATOR RUN STATUS do ALARM/SHUTDOWN STATUS.
FIELD COORDINATE EXACT POINTS TO MONITOR WITH OWNER & ENGINEER.
12 "C, 6#18,#18G FOR ATS INTERFACE TO MCMM#1; MONITOR 3 ATS POSITIONS: NORMAL, BACKUP & OFF.
FIELD COORDINATE EXACT POINTS TO MONITOR WITH OWNER & ENGINEER.
13 IN PANEL 2PP, INSTALL NEW 3P60A BREAKER AT POSITION 27,29,31, FOR SUB PANEL FEEDER.
EXISTING PANEL: WESTINGHOUSE W10B
14 NEW PANEL: 2PPA, 208/120V 3P4W 60A 12CIR.
PROEOSED ODE OF -INSTALLATION ME REQULAIQRS
1. RW 6-24 SIGNS
2. RW 6-24
3. RW 17-35
4. TW F
5. TW B WEST — J
6. TW B, Co G, N
7. SPARE
8® TW A — C
9. TWA —E
10.TWA— H
LIGHTING
CONTROL
BOARD-
33
TW B, C, G, N
S1— CU TOUTS
OW G 7A
RW 6-24
DIST. MARKERS
SIGNS & WINDCONE
30KW
J— I l.0 i UU I J
TWA —H
TW B WEST
BACK—UP RADIO 8"X8" WIREWAY
eELECTRICAL —EXISTING VAULT PLAN
SCALE: 1/4' = 1'-0"
4
. . ........ ........... ------- .......... ............. - ........ .. .............. ........... .......... . . ..... . . .......... .......... . ..
Q.
PHP i MCM#1 MCMM#2
1 EKVA,48OV3P3W 2PPA 1
RW 6-24 SIGNS RW 6-24 RW 17-35 TW F CCR TW B—WEST CCR TW B,C,G,N CCR
25KVA,480V2P2W 37.5KVA,480V2P2W 37.5KVA,48OV2P2W 9.375KVA,48OV2P2W 9.375KVA,480V2P2W 12.5KVA,480V2P2W
-- 20 kW 30 kW - -- 30 kW 7,5 k 7.5 kW 10 kW
AIRFIELD
LIGHTING
CONTROL
4 4PP-1,3
4PP-14,16 4PP-17,19 4PP-2, 3/4•C,2#10,#10c 4PP-22,24 4PP-18,20
1"C,2#4,#8c 1•C92#2,#8G i•C,2#2,#8c 3/4"C,2#10,#1oG 3/eC,2#8,#10G
4PP-26,28,30 4PP-13,15
3/4"C,3#10,#10c TW A-E CCR
TW A—c CCR 3/4"C,2#8,#1 oG
9.375KVA,48OV2P2W
SPARE CCR 12.5KVA,48OV2P2W 7.5 kW TW A—H CCR
37.5KVA,480V2P2W 10 kW
30 kW 12.5KVA,480V2P2W
10 kW
1 8 6 1 f 1 1 6
4PP-10,12
3/4•C,2#8,#10c
2PPA-•1
#10,#10N,#10c 4PP-6,8
3/4"C,2#10,#10G
t_^1%. Y� - , 11`7 . I CUTOUT ENCLr
INSTALL NEW S-1 CUTOUTS
CIRCUITS.
SCALE:ELECTRICAL PR­W#,,�iElk "TAIL I iLAR
•
'1
PNL 2PPT3
XFMR FOR PNL 2PP�
45 KVA
480:208/120
=j
PNL MDP�
REGULATOR VAULT
ROOM'
TRANSFER SWITCH
BYPASS SWITCH
7RANSPER ROOM
MAIN BREAKER'
GENERATOR ROOM
11
TRANSFER ROOM
LEI
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MAR 0 2 0
HAM & ATES P.,
CONSULi1NG ENGINE RS
3412 ENTERPRISE DRIVE
WILMIN6TON, NORTH CAROLINA 28405
[phone]
FAX: [phone]
[e-mail]
NC License # C-1073
JOB # 10.52
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3412 ENTERPRISE DRIVE
WILMINGTON NORTH CAROLINA 28405
[phone]
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office0cheathampa.com
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.,)RTH CAROLINA ENVIRONMEN
MANAGEMENT COMMISSION Project No. 3301-0901
IDIVISION OF WATER OUALITY Sheet No.
iz -;5UL,,- OZO (0
0 6, 2010 s W

CONST
WILMINGT
WILMif
NS FOR
ILS
VILL BE UNCHANGED
IOUM OF AGREEMENT
D 83, NAVD 88.
AIRPORT
L 0 NA NORTH APPROVED
0 TH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
IZ
LIST OF DRAWINGS
DWG. NO.
TITLE OF DRAWING
DATE
G-1
'MLE SHEET/DRAWING INDEX
JUNE 2010
G-2
GENERAL NOTES, GENERAL LEGEND AND ABBREVIATIONS
JUNE 2010
G-3
PROJECT SAFETY AND ACCESS PLAN'(SHEET 1 OF 3)
JUNE 2010
G-4
PROJECT SAFETY AND ACCESS PLAN (SHEET 2 OF 3)
JUNE 2010
G-5
PROJECT SAFETY AND ACCESS PLAN (SHEET 3 OF 3)
JUNE 2010
L-1
LOCALIZER LEASE AREA
JUNE 2M
C-1
GLIDE SLOPE AND RVR EXISTING CONDITIONS AND REMOVAL PLAN
JUNE 2010
C-2
GLIDE SLOPE AIMING/RUNWAY CENTERLINE PROFILE
'JUNE 2010
C-3
GLIDE SLOPE AND RVR SITE PLAN.
JUNE 2010
SLOPE AND IRVR LAYOUT DETAIL
JUNE 2010
GLIDE SLOPE ANTENNA !NSTALLATION DETAILS
JUNE 2010
LOCALIZER EXISTING CONDITIONS AND REMOVAL PLAN
JUNE 2010
LOCALIZER SITE PLAN
JUNE 2010
EGLIDE
LOCAUZER SHELTER LAYOUT AND GRADING PIAN
JUNE 2010
LOCALIZER MISCELLANEOUS SITE DETAILS
JUNE 2010
LOCAUZER ANTENNA ARRAY INSTALLATION DETAILS
JUNE 2010
RVR UR POLE ASSEMBLY AND MOUNTING STAND DETAILS
JUNE 2010
RVR VS AND SIE UNIT SUPPORT DETAILS
JUNE 2010
LOCALIZER SHELTER WXIO' FOUNDATION DETAILS & ELEVATIONS
JUNE 2010
LOCALIZER ANTENNA FOUNDATION PLAN AND DETAILS
JUNE 2010
GLIDE SLOPE SHELTER 11YX12' FOUNDATION DETAILS & ELEVATIONS
JUNE 2010
RVR PILE PLAN. DETAILS & ELEVATIONS
JUNE 2010
ELECTRICAL LEGEND, NOTES, ABBREVIATIONS & DETAILS
JUNE 2010
KE2
ELECTRICAL GLIDE SLOPE & RVR SITE PLAN
JUNE 2010
ELECTRICAL GUDE'SLOPE POWER & GROUNDING PLAN
JUNE 2010
EECTRICAL GLIDE SLOWS RISERS
JUNE 2010
ELECTRICAL LOCALIZER SITE PLAN & RISER
JUNE 2010ELECTRICAL
LOCALIZER POWER & GROUNDING PLAN
JUNE 2010
E-7
ELECTRICAL RVR DETAILS
JUNE 2010
E-8
ELECTRICAL RVR DETAILS
JUNE 2010
APP-1
EXISTING RVR FOUNDATION DETAILS
JUNE 2010
APP-2
EXISTING RVR FOUNDATION DETAILS
JUNE 2010
IMP-
JUN 2 9 2010
'SEE NOTES
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\
/ RUNWAY 35 DATA
RUNWAY END - LATITUDE: 3415'47.5476' N LONGITUDE: 7T54'03.3201' W NORTHING: 188624.5855 EASTM; 233209113825 ELEVATION: 18.28
p \ /
G DISPLACED THRESHOLD -LATITUDE: 3415'51.2469' LONGITUDE: 77'54b5.0f06' W NORTHING.'168996.9873 FASTING: 23319523793 ELEVATION: 2241
2 i
§ \\\ / HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88
\7 \ LEGEND
\ /t
\ SYMBOL DESCRIPTION
o \ ` AIRPORT FENCE 6+ \t / � "
P \ PERIMETER / +
ROAD / " _ "- - - - - - - UNDERGROUND ELECTRICAL CABLES
H A N G A R S UNDERGROUND ELECTRICAL DUCT
DRAINAGE PIPE
GENERAL AVIATION APRON --�
HH ' 114 GRAVEL SURFACE
PAVED SURFACE
to \ p \I I
A * GATE
,�I
HH � I , � �• NOTES ---- FAA LEASE AREA
1 I t� * I 1. UNDERGROUND UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND NOT ALL UNDERGROUND AND
r \\ I +\ r HANGAR ABOVE -GROUND FACILITIES ARE SHOWN. SEE GENERAL NOTES, SHEET C-2 AND PROJECT SPECIAL PROVISIONS.
A
s^ 1` AIRFIELD I I� + I 2. ACTIVE POWER AND CONTROL CABLES TO THE -RUNWAY 6-24 ILS AND OTHER FAauTIES ARE LOCATED IN THE
® AIR TRAFFIC \ DEMOLITION AREA. CONTRACTOR SHALL TAKE EXTREME CARE DURING DEMOLITION AND REMOVAL ACTIVITIES TO
1y \; VAULT I CONTROL + I PROTECT THESE SYSTEMS FROM DAMAGE OR SERVICE INTERRUPTIONS. SEE PROJECT SPECIAL PROVISIONS AND
TOWER o�y \ SAFETY PLAN FOR REQUIREMENTS TO LOCATE AND PROTECT UTILRIES AND FOR PENALTIES FOR SERVICE
INTERRUPTIONS.
\\ \\ + 0 + I 3. EXISTING GLIDE SLOPE AND TASKER RVR FACILITIES ARE OUT OF SERVICE. HOWEVER, CONTRACTOR IS
RESPONSIBLE FOR EXISTING FACILITIES. ROPER DISCONNECTION OF EXISTING POWER SUPPLY PRIOR TO DEMOLITION/ REMOVAL OF
EX
\ \ /
\ \ yyy
MH \\ \ y r�>'G� ® / + I r+ _ / 4. EXISTING FACILITIES (EG. GLIDE SLOPE ANTENNAS RVR) TO BE REMOVED SHALL BE HANDLED WITH CARE TO
\\ " O + L — — AVOID DAMAGE AND SHALL BE TURNED OVER TO FAA. GLIDE SLOPE SHELTER MAY CONTAIN ASBESTOS.
CONTRACTOR SHALL TAKE CARE DURING REMOVAL OF SHELTER FROM FOUNDATION TO AVOID DAMAGE TO THE
SHELTER, W[i1CH WILL BE DISPOSED OF BY THE FAA.
H ___ Y iv 5. RVR TOWERS SHALL BE REMOVED AND RETURN TO FAA.
- . \ 111111 ____ _ \ \- DM ----'------- --------- }
HH 3 6. EXISTING RVR TOWER f OUNDATIONS AND GlJDE SLOPE SHELTER FOUNDATIONS SHAI I RE REMOVED TO Y BELOW
\ \
PRIMARY x GRADE. SEE APPENDIX DRAWINGS FOR RVR FOUNDATION INFORMATION.
Q
1 \ MH \\ CABLES TO
\\ � 7 GLIDE COORDINATE
SLOPE SHELTER REMOVAL AND INSTALLATION OFF NEW GLIDEGSLOPEESHELTTEER ACCOMMODATE EXISTING
IL
AIRFIELD \\ PRIMARY G L I D E S L P E C I T I C A L ARE A
LIGHTING � CABLES ACCESS ROAD TO MALSR SHELTER/CATWALK \
\ ` CIRCUITS
\ � MALSR \O `
\\ SHELTERREMOVE TASKER PRIMARY
RVR FACILITIES \\ f i > CABLES \\\
- CLOSED TAXIWAY
MH i r % �� VEHICLE ACCESS ONLY \\\
R U N W A Y O B J E C T F R E E A R E A \\\
MH RJAOVE EMSTING
MH - \� GLIDI.iSLOPE ANTENNA \\
- AND'�HELTER. TOWER \\
\ "CIA \\ TO REMAIN IN PLACE. \\
— I- RUNWAY SAFETY AREA AIRPORT ROAD
N WA \\
— --_ � VEHICLE ACCESS ONLY \\
� I \
HH I \\
N Q \
MH ---- _ GLI D E S-LOPE CRI TI CAL AR EA �-
o ~ i
RUNWAY 17-35
>-I 5' WIDE MALSR CATWALK
e Q
FOUNDATION REMOVAL NOTES:
MH MH ` PAP( 4—L I I HH d I + I a o + ,. SEE SHEETS APP-1 AND APP-2 r-OR INFORMATION ON EXISTING
ng. (� m z zW TASKER RVR FOUNDATIONS. REMOVE FOUNDATIONS 70 2' BELOW
`1 �, I Znz Nw ¢ I GROUND.
MH MH I I o� yZ —
I T- t~n 2. EXISTING GLIDE SLOPE SHELTER IS SUPPORTED BY 12" X 12'
— —� �- (APPROX.) CONCRETE CORNER PEDESTALS. REMOVE FOUNDATIONS
I1 IMARY RUNWAY SAFETY AREA TO f BELOW GROUND.
CROABLES .e 7CA
100 50 0 100 200 300
�` RUNWAY OBJECT FREE AREASCALE W FEET
1-
100'
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/, RUNWAY 35 DATA x A
RUNWAY END - LATITUDE: 34'15'47,5476' N LONGITUDE: 7T54'03.3201` W NORTHING: 188624.5855 FISTING. 2332098.31325 ELEVATION: I&24 o
DISPLACED THRESHOLD - LATITUDE: 3415'51.2469° LONGITUDE: 77'54'05.0106° W NORTHING: 188996.9873 EASTING: 2331952.3793 ELEVATION: 2241
#g
HORIZONTAL DATUM: NAD63 VERTICAL DATUM: NAVD8B M�/'�g,
�7 \\ t �G F� 7J
SYMBOL DESCRIPTION
cl�
\
FENCE
\m \, AIRPORT
PERIMETER Y _ x _ x + ------ UNDERGROUND ELECTRICAL CABLES W in
g // H A N G A R S UNDERGROUND ELECTRICAL DUCT
\7 DRAINAGE PIPEzz d 9
'A \\ I I } GENERAL AVIATION APRON _ _ W 9i o.
\ N c. HH I , / _ _ ] GRAVEL SURFACE
\9n 7\� PAVED SURFACE
to
HH I ` / + r GATE /� -- - - — FAA LEASE AREA
17
\� \ I \ I HANGAR NOTES
t^ � AIRFIELD I I; I 1. ALL GLIDE SLOPE AND RVR WORK IS LOCATED OUTSIDE THE RUNWAY 17 AT RSA AND CAN BE PERFORMED WHILE
\7 \ \ VAULT o I AIR TRAFFIC \ I THE AIRPORT IS OPEN AS LONG AS EQUIPMENT HEIGHTS DO NOT PENETRATE PART 77 SURFACES.
\ \ ` CONTROL
'��i+ r 2. UNDERGROUND UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND NOT ALL UNDERGROUND AND
\\ \ y \ I ABOVE -GROUND FACILITIES ARE SHOWN. SEE GENERAL NOTES. SHEET G-2 AND PROJECT SPECIAL PROVISIONS.
3. ACTIVE POWER AND CONTROL CABLES TO THE RUNWAY 6-24 ILS AND OTHER FACILITIES ARE LOCATED IN THE
PROJECT AREA. CONTRACTOR SHALL TAKE EXTREME CARE DURING INSTALLATION ACTIVITIES TO PROTECT THESE a !n
SYSTEMS FROM DAMAGE OR SERVICE INTERRUPTIONS. SEE PROJECT SPECIAL PROVISIONS AND SAFETY PLAN FOR O0
_ f REQUIREMENTS TO LOCATE AND PROTECT UTIUTIES AND FOR PENALTIES FOR SERVICE INTERRUPTIONS. to
MH
_
L — —+� / 4. COORDINATE SERVICE REWORK WITH LOCAL UTILITY COMPANY (PROGRESS ENERGY) TO ACCOMMODATE EXISTING
GUIDE SLOPE SHELTER REMOVAL AND INSTALLATION OF NEW GLIDE SLOPE SHELTER.
H
1---_-_- ---
\ \ \ HH - �-- 3
L / PRIMARY
\ MH \ CABLES .
i
i i i icIr
1
AIRFIELD \\ /— PRIMARY __ a
LIGHTING 1� CABLES G L TO E S L P E C I T 1 C A L A R E A ACCESS ROAD TO MALSR SHELTER/CATWALK \ Q
\ \ CIRCUITS \\ / MALSR \�
INSTALL NEW RUNWAY w \ PRIMARY SHELTER \\ VISUAL RANGE (RVR) \
Z
SEE SHEET C-4. \ /� CABLES \\
MH / L �/ CLOSED TAXIWAY Q
VEHICLE ACCESS ONLY
RUNWAY OBJECT FREE AREA \\ �i
MH \ ` i \ IFISTALL NEW GLIDE SLOPE \\ Z ¢ Q
MH i \� AND MEW TER ON NEW FOU DAN TION. \
\ \ / CM \\ SEE SHEEP G-4 FOR DETAIL VIEW
RUNWAY SAFETY AREA — — — — AIRPORT ROAD \\\ �Z M <
VEHICLE ACCESS ONLY \\ Z z a Q
ZO R La
a Z CL
O
z U7
70' J
� / \ HH � \\
\ w
\\ w
MIA 2
-MH ---- n GLIDE SLOPE CRITICAL AREA �-
Lam)
RUNWAY 17-35
\ f,
0
6' WI DE M A L S R CATWALK
0 6 r t
IN
MH \ h HH gO�lda I / \ 13 � / wRaMo" MH PAPI 4-L I I �+ z
MH MH I I �i Sods
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PRIMARY
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AIM
JU N 2 9 2010 \\ \ �CM � 100 Pmlwt No 50 0 iD0 200 300 MDt-0905
----
Shoot No.
—1— RUNWAY OBJECT FREE AREA __ EET SCALE c
1 I,--100'

INVERT r ♦ s .' ��--��--i--; I `• I
20.95
'f INVERT ♦♦ -
i _ __ 21.18 A'r ♦♦`
r 0 %NI
I
r
T
N
21.9
21.8 CONCRETE"P3
INSTALL NEW 10' X 12'
GLIDE SLOPE SHELTER
FINISH FLOOR
ELEVATION 23.70
3" Sm 80 PVC
BENDS
3"
� 3" SCH 80 PVC
CONDUITS
3" SCH 80 PVC
GRADE
TEES
PVC FLANGE,
ATTACH TO PAD
WAS. EXP
ANCHORS AS REQD.
To
FINISHED
GRAVEL
c po I. Gv
I A b A I•
MAINTENANCE STAND
NOT TO SCALE
u a. a O 0
— 2'-B'x 9"x
CONCRETE PAD W/ #3
BAR TOP AND BOTTOM
INSTALL RUNWAY
VISUAL RANGE (RVR)
LOCATED 480' ABEAM
RUNWAY 17-35
CENTERLINE
ml
51 /r
a - - - L—
INSTALL NEW GLIDE SLOPE
ANTENNAS ON EXISTING TOWER©
LOCATED 400' ABEAM
RUNWAY 17-35 CENTERLINE
12' 12' 1 640.1' TO DISPLACED THRESHOLD
ti
ASPHALT ROAD TO TOWER
CONCRETE FOUNDATION
SYMBOL
LEGEND
DESCRIPTION
x 29.5
SPOT ELEVATION
--- 25 ---
GROUND CONTOURS
O
DRAINAGE PIPE
GRAVEL SURFACL
0
PAVED SURFACE
NEW GRAVEL SURFACE
—.—.—
SILT FENCE
NOTES:
1. CONTRACTOR SHALL PROTECT EXISTING FACILITIES TO REMAIN AND UNDERGROUND
UTILITIES, GROUNDING SYSTEM AND UNDERGROUND RADIALS DURING
CONSTRUCTION. ANY DAMAGE WILL BE REPAIRED AT CONTRACTORS EXPENSE.
2. SEE STRUCTURAL PLANS FOR FOUNDATION DETAILS.
3. SEE ELECTRICAL PLANS FOR ELECTRICAL DETAILS.
4. SEE NOTES SHEET C-3.
5. SEE STRUCTURAL AND ELECTRICAL PLANS,
S. SHELTER TO BE PROVIDED BY AIRPORT. CONTRACTOR TO TRANSPORT SHELTER TO
WORK SITE AND SET SHELTER ON NEW FOUNDATION WITH CRANE. CONTRACTOR
SHALL INSTALL VENT, HOOD AND AIR CONDITIONER PROVIDED WITH SHELTER.
RUNWAY OBJECT FREE AREA
MAINTENANCE STAND
VS (LIR) POLE (GFM)
. II
RVR MAINTENANCE AREA DETAIL
NOT TO SCALE
JUN x V 2010
10 5 0 10 20 30
SCALE IN FEET
1"- 1
0'
x
"g S
z
U)
O
5
w
a
J
H
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Q =O 0
Q
Z V N J
Q O to
F Z re)X
zz ¢ Z
zb z
W
z-icn
O
J
Ld
0
J
(9
�
SEAL ° i
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"OtNE�
.B�,mMiCEA
Data
DUNE 2mc
Seoia 1' IC
D.
tsm
Cna*aa
ASM
Prolaet Ne
3301—DYDB
Mint No.
C-4

RUNWAY 17 DATA rl�
V .Ea
1 1 RUNWAY END/THRESHOLD — LATITUDE: 34'16'52.3213' N LONGITUDE 77'54'32-9215" W NORTHING: 195145.0567 EASTING 2329541.9780 ELEVATION: 3024 P.
LEGEND 1
FOUNDATION REMOVAL NOTES: I 1 LOCALIR — LATITUDE. 34'17'04.82' N LONGITUDE 7T54'38.83" W ELEVATION; 31.7 (GROUND) ^ V
SYMBOL DESCRIPTION 1. REMOVE EXISTING LOCALIZER FOUNDATION COMPLETELY AND HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVDBB O
DISPOSE OF DEBRIS OFF —SITE.
% 24.5 SPOT ELEVATION
2. EXISTING LOCAUZER SHELTER IS SUPPORTED BY 12' X W ,
--- 30 --- GROUND CONTOURS (APPROX) CONCRETE CORNER PEDESTALS REMOVE FOUNDATIONS
COMPLETELY AND DISPOSE OF DEBRIS OFF —SITE.
/} 1 X-X-F-%��-X Y-• F F i
— . — FENCE
------- UNDERGROUND ELECTRICAL CAFES
-- DRAINAGE PIPE / s 1,\ / i a
C _ _ GRAVEL SURFACE
o \ /
PAVED SURFACE
S
— -- -- FAA LEASE AREA s —' — —X —F — — — — — — — 1----------------------------� /
_ ------ --------- , / i
-___---------=--- AIRPORT PERIMETER ROAD— — —
/i ---�_-=-------------- / o
/ 7
25
-------
�i 1 —_____,27 �'— — R U N N A Y O B J E C T FREE AREA
IINw. 1 % oZ
1 N
it f
I 11l It 11 I r'r 3 z O
II tt \ 125' r zLo
r = >
RUNWAY SAFETY AREA - - O
-f—
\\\\\ 1 It!I L0CALIZER C R I T I AL AREA $ o
i o
\ I
IIN
11
29 11�11f ��-- — PRIMARY
�CABLESr' o N N y
3O r N
! 1 t I \ \ T I 1 -- 31 REMOVE
o RUNWAY 97-36
3y 1 ; 31.1 i f i AN�IEAMNA — —
{1`\ t �1 PAVED VERRUN
jLj o
I� 31.1I%I ��` nli�; ;_ i . �� / �_� z
b Elf
/ % tl I 1 �t �1111 ` `•J' \ \ ' _ — It — --- --I— I—
1 \.. 9 L 0 C A L 1 Z E R 1 C R I T I C A L A R E A I -- g z U N ZJ
T I _ �i — — — — — — — — — — — — —
�(3 '' i lY; I' l ;`I�� i r;r I —RUN WAY SA II ETY AREA- Qp IA �O
Lil
LOCAUZFR I I I z Q W
11REMOVE
X
+\ 1 1 ! \ SHELTER I I 0 Z (�
7 WZ
+ \ y Ir
RUNWAY OBJI[CIT FREE AREA U
\'4e \ REMOVE 1 1 REMO oN -1
\`� HOSTING y 1 EXISTING VEL ROAD --27 ----------
18' RCP 1 \ 28 ---------
-_ ----11
---- '_ ._——_— AIRPORT—PI:RIME I`tOAD_ _ 7g70yp
^----------- _______-- — -- ---- — — — -- --- ---- _ AY •q•
NOTES
1. EXISTING LOCALIZER SHALL REMAIN IN SERVICE UNTIL INSTALLATION OF NEW LOCALIZER IS COMPLETE. CONTRACTOR SHALL REMOVE EXISTING LOCAUZER, LOCALIZER FOUNDATION, SHELTER, \1 \ _02
SHELTER FOUNDATION, ACCESS ROAD, PARKING PAD, AND APPURTENANCES AND SMOOTH GRADE, SEED AND MULCH DISTURBED AREAS PRIOR TO FLIGHT CHECK OF NEW LOCALIZER.
WURUMAIE DLSOONNECTION OF EXSTING LOCALIZER SERVICE AND REMOVAL nF' PA11 MOUNT TRANSFORMER WITH LOCAL UTILITY COMPANY (PROGRESS ENERGY).
2- NO WORK WILL BE ALLOWED WITHIN THE LOGALIZER CRITICAL AREA UNTIL AIRPORT/ENGINEER APPROVE INITIATION OF DEMOLITION ACTIVITIES. `
Fnnx
3. LOCAUZER AND SHELTER SHALL BE COMPLETELY REMOVED AND ALONG WITH ALL APPURTENANCES SHALL REI4AIN THE PROPERTY OF FAA. CONTRACTOR SHALL TAKE CARE -
DURING REMOVAL TO PROTECT THESE ITEMS FROM DAMAGE AND RETURN TO FAA. Dota
Jl1NE 2010
4. UNDERGROUND UTILTY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND NOT ALL UNDERGROUND AND ABOVE —GROUND FACILITIES ARE SHOWN. SEE GENERAL- NOTES, SHEET G-5 AND soda
1' a 700'
PROJECT SPECIAL PROVISIONS.
ra,m LSM
ACCESS
PARKING
AD AND
NANCES AND SM007H GRADE, SEED AND
5 DDSTURBEDD AREAS. LOCALIZEREAND SHELTER FOUNDATIONS SHALL E COMPLETELYELTER EMOVED AND DEBRIS SHALL PBE DISPOSED UOFEOFF—SITE. EE SHEET C-7 FOR GRADING PLANH
Chwked ABM
6. LOCALIZER SHELTER MAY CONTAIN ASBESTOS. CONTRACTOR SHAD. TAKE CARE DURING REMOVAL OF SHELTER FROM FOUNDATION TO AVOID DAMAGE TO THE SHELTER. WHICH WILL BE
100 50 0 10D 200 300
DISPOSED OF BY THE FAA. t �� um �t—nso6
7. ALL LOCALIZER WORK IS LOCATED OUTSIDE THE RUNWAY 17 RSA AND ROFA AND CAN BE PERFORMED WHILE THE AIRPORT IS OPEN AS LONG AS EQUIPMENT HEIGHTS DO NOT PENETRATE Sheet Na
JU N 2 9 2010 !
PART 77 SURFACES. SCALE IN FEET
SILT'
8. SEE SHEET C-7 FOR FENCE LOCATION. 1"— 100' l — rl

II
NOTES I '
LEGEND 1. ALL LOCALIZER WORK IS LOCATED OUTSIDE THE RUNWAY 1
EXISTING NEW 17 RSA AND RDFA AND CAN BE PERFORMED WHILE THE 1 1 r ■ s
SYMBOL SYMBOL DESCRIPTION AIRPORT IS OPEN ASNOT PENETRATE PART SURFACG AS EQUIPMENT HEIGHTS DO
ES.s
x 29.5 x 29.5 SPOT ELEVATION 2. UNDERGROUND UTILITY LOCATIONS SHOWN ON PLANS ARE • _ ' •
APPROXIMATE AND NOT ALL UNDERGROUND AND / + 1 ■ : — • — x — • — — x — • — : — . — . -
---30--- 30 GROUND CONTOURS ABOVE -GROUND FACILITIES ARE SHOWN. SEE GENERAL - -
NOTES, SHEET G-5 AND PROJECT SPECIAL PROVISIONS. -
FEN
CE 3. EXISTING LOCALIZER SHALL REMAIN IN SERVICE UNTIL
INSTALLATION OF NEW LOCALIZER IS COMPLETE. NO WORK
UNDERGROUND ELECTRICAL CABLES + 1 r
------- WILL BE ALLOWED WITHIN THE LOCALIZER CRITICAL AREA `
UNTIL AIRPORT/ENGINEER APPROVES INITIATION OF
DRAINAGE PIPE DEMOLITION ACTIVITIES.
+ _ 1
® GRAVEL SURFACE 2B •�- �- — — - -�
_- ■—•—:—•— �' ter-_ 14
PAVED SURFACE i _ a - - - - - - - - — ��-------------------- --� I /
- - - - _==__= _=_ =_ =__--=_-_-_-_-_-_----------------_ -_--_-_-_-----_--_ �� '�' -------- ---- --- AIRPORT PERIMETER ROAD
_.----..-..- FAA LEASE AREA �+ lJ- --- - ---- ------=----------- =_=c _��_ ---- ------------ ---- --��
...._.•- SILT FENCE �// / II j r-^�` --- - 26 ------------ - - .J- `----- 25
+// H I j _ �---- 26
Z/ !III RU N WAY OBJECT FREE AR EA27
-- —
II ! ZS
f �1I �1 z€
l i I 125' .� 1' �' I� I m —
lb�.I 11 j �I,Ij, J \, RUNWAY SAFETY AREA o
'rI 1I g
L 0 C A L 1 TZE R CRITICAL A REA —
I
1
1 1
I�
I
I 1 •
30
\ 31 1! ,I
1`LOCAU AWl' I,
RE 011111
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EI-EVJ�TION -
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c�v
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11
29
it I. 1
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CENTER
LOCAUZTh-.
/ SHELTER
\ IV
a
ACCESS ROAD.
AND PARKING
W
�} 30I N -
I
31
f• � I
PAVED VERRUN- - - -
I GRADING IN EXISTING LOCALIZER
ITICAL AREA SHALL BE
PRERFORMED AFTER DEMOLITION
COMPLETE SEE SHEET C-6 1 0
II I t N 1 1
LOCALIZER {TICAL AREA I 1
ff/ I I RUNWAY SAFETY AREA
f
f I .REGRADE DITCH RUNWAY 0 B J CIIT F R E E A R E A
PROVIDE
j DRAINAGE POSITIVE ------ _-----
o �- \ 28 -__�-------- --- 27 ----
REALIGN 23D't
SECTION OF AIRPORT
PERIMETER ROAD
SEE DET A/C-9.
Z
o z
� o
yaoti
aJ
w ��XF?:
EXISTING n
GRADE a
>v FINISHED GRADE
g ELEVATION 31.7
1
_LI
PROFIT RUN>"AY
CENIMUNE EXTENDED
SCALE:
V-100' HORIZONTAL
1" - 10' VERTICAL
-----------------
�RPgli r- -MIEE-rER READ-_ _
1850' TO LOCALIZER ANTENNA GEOGRAPHIC REFERENCE POINT
7�
Q
3 �
z
K
Fl
GRADE
1.0% 1.OX
2.0%
15X
- -
'A'
EXISTING
SECTION -'A'
GRADE
SCALE: 1�=100' HORIZONTAL
1" - 1W VERTICAL
t=�
- RUNWAY 17-35 -
c—
TAwWAY 'A•
r
RUNWAY 17 DATA
RUNWAY END/THRESHOLD LATITUDE 3416'52.3213' N LONGITUDE 77'54'32-9215" W NORTHING 195145.0567 EASTINQ 2329541.9780 ELEVATION: 30.24
LOCAUZER - LATITUDE 34'17'07.582• N LONGITUDE 775439.898" W ELEVATION: 30.80 (FOUNDATION)
HORIZONTAL DATUM: NA083 VERTICAL DATUM: NRVDBQ"
SUN 2 9 `ot® 100 50 0 1D0 200 300
SCALE IN FEET
1"= 100'
I —
it
0¢ Z
IL z
�0 a a
U Z N H
f — in
M Z M
W
zz ¢ N
CP J
oa Z U
F z :a O
Z 0_ -!
0240
1
unnw
Date JOKE 2010
Swig
Drawn
LSM
Checked ABM
Project No. m-0906
C-7

1
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1
1
l
1
,
,
i
,
,
,
,
,
I
10' x 16' LOdkL1ZER
SHELTER FINISH FLOOR
ELEVATION 31.V7
1
40' X 40' MAI TENANCE
MAINTENANCE 4REA
SEE DET 3/C-9
I
1
1
l
1
1
t
15' R*
1
1
1
1
1
\
\
10' WIDE ACCESS ROAD
SEE DET 1/C-9 AND
DET 3/C-9
+15, R
1
5
t
1
1
l
1
1
1
4' WIDE WALKWAY
SEE DET 2/C-9
45'
20' 1, 1 v = 6' 1 10'
j-16 R
l
a
E4.IIPMENT RACK
\
\
XMFR `.
\
f \ '
1
\
1
1
1
1
1
1
1
1
I
8�
o
v � �
b
LEGEND 3
EXISTING NEW r^'
SYMBOL SYMBOL DESCRIPTION „/ Q
x 29.5 x 29.5 SPOT ELEVATION W $
--- 30 --- 30 GROUND CONTOURS
'—¢
GRAVEL SURFACE
s�
0
in U)
Ld
W
fx
NOTES
1. SEE STRUCTURAL AND ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
2 S'HF11EN TU BE PROVIDED BY AIRPORT. CONTRACTOR TO
TRANSPORT SHELTER TO WORK SITE AND SET SHELTER
WITH CRANE ON NEW FOUNDATION, CONTRACTOR SHALL
INSTALL VENT, HOOD AND AIR CONDITIONER SUPPLIED
WITH SHELTER. z
rc
F-
0Q
Z
Q O J Qa
J a Q J J
Z U ai Q' a.J
<X
Z M =Q
zz Q Ir
p 6Ld
Z N z
z
z g U Q
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a s02
a
I Al �y ry �aBi,iuG
JUN 2 9 2®�0 I oats
.IUME RWO
Seahe
omIP
Lsm
Groff ABN
10 5 0 10 20 30 Project Na39W—aaoa
Mad Nw
SCALE IN FEET
1'- 10' 1 — TS

H a �
CONSTR.UCTI- N PLANS FOR �� a
RUN MALSRR
0
WI LM I N GT I O Al RPORT
WILM G , NOR LINA �z
P 3-37-0034-3 5
a
a
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x
0< Z
�Z
J
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v ¢
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z M
MLMINGTON z z ¢ w
INTERNATIONAL z f 3 2
AIRPORT of z �. (n
z itLLl
's VfWHTSVIUE BEACH F
10
1111 { s 0
)/ caNDLna BEACH
((
Date
JUNE 2010
NONE
Drown
NAO
NOTES: _. ....'�•s Checked
1. SURVEY DATUM IS N.C. STATE PLANE, NAD 83, NAVD88. ABM
PROJECT VICINITY MAP ,J U N 2 9 2010 Prolaat Nm
V -1 ,
Shea! No.
1
LIST OF DRAWINGS
DWG. N0.
TITLE OF DRAWING
DATE
G-1

RUNWAY OBJECT FREE
RUNWAY SAFETY AREA —
THRESHOLD
LIGHTS. SEE
SHEET C-6.�
i
fv1
—sic
a
0
O
�
o
�
o
ro
M
Ixm
UP
all
0
0
oQ
1U-1-
RUNWAY SAFETY AREA
RUNWAY O B J E C T F R E E ARE A
a J
40.0
30.0
20.0
10.0
0.0
-10.0
-20.0
-30.0
j RUNWAY 35 DATA
.�
1 RUNWAY END - LATITUDE: 34'15'47.5476' N LONGITUDE 7T54'03.3201' W NORTHING: 1886245855 FASTING 23 098 1125 ELEVATION: 1
ACCESS ROAD/GATE TO MALSR SHELTER/CATWALK I
- 1 DISPLACED THRESHOLD - LATITUDE: 34-15'51.2469" LONGITUDE 77454'05.0106' IN NORTHING 195145.0567 EASTING 2329541.97BO ELEVATION: 22.41
HORIZONTAL DATUM: NAD33 VERTICAL DATUM: NAVDBS
w
� + I FAFN-�
-
SYMBOL DESCRIPTION
—_ \�� —:— FENCE
I ------
REMOVE MALSR SHELTER (NOTE Z)� ABANDON MALSR CABLE ' - UNDERGROUND ELECTRICAL CABLES
COORDINATE SERVICE REWORK WITI-I LOCAL (NOTE 1)
UTILITY COMPANY (PROGRESS ENERGY) 70 GRAVEL SURFACE
LIGHT BASE ACCOMMODATE EXISTING SHELTER REMOVAL
CANS WITH AND INSTALLATION OF NEW SHELTER. SEE PAVED SURFACE
SOLID COVER SHEET C-3. �\
¢I �
e w ABANDON
MALSR CABLE
¢ (NOTE 1) ro
o
y O
Z' +
N
RUNWAY END
\ LIGHTS
TIDE
FAA LEASE AREA
MALSR
Ln
w
6
8
c
+
Q
11 \
N
0
N
N
ee
r
5' WIDE MALSR CATWALK
REMOVE MALS (NOTE 1)
PLAN - LIGHT STATIONS
SCALE: 1"=100'
1
- "u I la u
1"=100' z, 1"=1
REMOVE MA4.S (NOTE 1)
Ld
REMOVE RAIL (981E 1)
NOTES
1. REMOVE CIRCUITS AND EQUIPMENT, UNDERGROUND CIRCUITS
TO BE ABANDONED IN PLACE -
REMOVE MALS LIGHTS (40 EACH)
REMOVE RAIL UGHTS (3 EACH)
2, SHELTER SHALL BE PLACED NEARBY FOR FAA DISPOSITION.
3. RETURN ALL LIGHTS TO FAA PERSONNEL.
REMOVE RAIL (NOTE 1)
40.0
30.0
20.0
-30; 0
JUN 2 9 2010
z
Z
O
1n
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F w N
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�z 00
a-' ZF=
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w Z
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DUNE 2010
Scala 1" _ 1w
Drown
LSM
checked
ABM
Pmj..t Na
3501-0906
Sheet Nm
C

I1
11
II //
r�
i
i
i
REMOVE RAIL/TOWER
WER
REMOVE — — _ — — —
` \ / FAA BUILDING
RAIL/TOWEft TO REMAIN
\
(NOTE 1) \ \ r _ .(/
\\ I I
11 PLAN — LIGHT STATIONS
11 SCALE 1'=100' �1
11 ��
�� 11
40.0
I
40.0
RE
OVE RAILP
0lWM
1
30.0
(NOTE 1)
30.0
20.0
20.0
10.0
10.0
0.0
0.0
GROUND
LINE
,
-10.0
-10.0
-20.0
-20.0
PRO
LE — LIGHT
STA
ONS
LE 1"-100'
Hz., 1"=10'
Vt.
-30.0
3
00
-
-
35
00
40100
-30.0
LEGEND
SYMBOL DESCRIPTION
— , FENCE
- - - - - - - UNDERGROUND ELECTRICAL CABLES
GRAVEL SURFACE
PAVED SURFACE
FAA LEASE AREA
e e MALSR
NOTES
1, REMOVE RAIL LIGHTS AND RETURN TO FAA PERSONNEL (2 EACH).
REMOVE FRANGIBLE ALUMINUM TOWERS AND PLACE NEARBY
AS DIRECTED FOR FAA DISPOSITION (2 EACH). UNDERGROUND
CIRCUITS TO BE ABANDONED IN PLACE.
Q U
Z Q
w Z M
zZ Q
Z Z
Z
� Z �
z !r
J
Z
0
F-
H
0
0
0
04
Z 0
ai a
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w Z
Q J
g 0_
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Dote
dM 2D10
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1° - 10d
Drawn
LSN
?.._ 1.`j 0—'-d
ABM
J U N 9 2010 "'
3301_0808
Sheet No.
C-2

1
1
1
1
1
1
1
1
`\
x 7.5
a
8- - - - - - - -
ACCESS DRIVE TO MALSR SHELTER/CATWALK
o
-PIPE BOLLARDS (TYPyEAL)
1 / \\ .
i \
1 \
ti
1
1
w
REMOVE 8' X 16' MALSR SHELTER
COORDINATE SERVICE REWORK WITH LOCAL
LEGEND
SYMBOL
DESCRIPTION
x 5.2
SPOT ELEVATION
- - 5 - -
GROUND CONTOURS
- - - - - - -
UNDERGROUND ELECTRICAL CABLES
C _ _ -I]
GRAVEL SURFACE
PAVED SURFACE
r----- 1 / /
UTILITY COMPANY (PROGRESS ENERGY) TO I J \ ' - i - t - - - ` /
ACCOMMODATE EXISTING SHELTER REMOVAL I-�'' � / NOTES:
AND INSTALLATION OF NEW SHELTER.
SHELTER SHALL BE PLACED NEARBY AS
DIRECTED FOR FAA DISPOSITION- ! \ r _ - - _ - _
/ -
!
/ ABANDON MALSR CABLE
JUN 2 9 2010
1. SHELTER SITE IS LOCATED IN FLOOD ZONE AE WITH BASE FLOOD
ELEVATION 8' PER FIRM 3720313800J DATED APRIL 3. 2005.
2. EXISTING MALSR SHELTER IS SUPPORTED BY CONCRETE
SLAB -ON -GRADE ADJACENT TO AN ORIGINAL SLAB -ON -GRADE.
REMOVE SHELTER FOUNDATION COMPLETELY AND DISPOSE OF
DEBRIS OFF -SITE
10 5 0 10 20 30
SCALE IN FEET
1°m 10'
zN
oa QD_
a__ ? [�
ao ow
z_j
F= o �
z ho Cc) Q
Z z Q Z
p Z L c J
0 2 W LL
Z J
g N Q
"I O
LLI
ir
JJNE 2010
s.d.
I* — IV
Oro.n
LSM
ChocWd
AHM
Project Na
3301-0906
C- 3

R U N W A Y O B J E C T F R E E
RUNWAY SAFETY
1
AREA
I
I
�THRESHOLD
UGHTS. SEE
SHEET o-s.
0
°
m °
es� o
ova �-•-••-••-
RUNWAY SAFETY AREA
R U N W A Y O B J E C T
INSTALL NEW LED
IIIS HOLD SIGN
SEE SHEET C-6.
F R E E A R E A
ACCESS ROAD/GATE TO MALSR SHELTER/CATWALK
I
� \ I
Q \ + 1
I INSTALLS X 16
MALSR SHELTER
SEE SHEET C-5.
I
al I
° W I•
¢I
0
N 'O t
} O O
W I� +/ m
i
RUNWAY 35 DATA
RUNWAY END - LATITUDE 3415'47.5476" N LONGITUDE 77'54'03.3201' W NORTHING: 188624.5855 EAS71NG: 2332098.3825 ELEVATION: 18.28
DISPLACED THRESHOLD - LATITUDE: 3VI5'51.2469- LONGITUDE 77.5,V05.0106- W NORTHING: 195145.0567 EASTING: 2329541.9780 ELEVATION: 27-41
l� HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88
\\ 1
.4` I
---------_--
---�
EXISTING
NEW
�\
\\
SYMBOL
SYMBOL
\\
II
cm
M
c
N
(n ( i
RUNWAY END
LIGHTS }I 5' WIDE MALSR CATWALK
< /4
10
z0
�n
71
MARK NEW ILS/POFZ II
HOLDLINE
SEE MEET C--S. i
PLAN - UGHT STATIONS
�+ SCALE: 1'=100'
a
a
LEGEND
DESCRIPTION
FENCE
UNDERCROUND ELECTRICAL CABLES
GRAVEL SURFACE
PAVED SURFACE
FAA LEASE AREA
MALSR
6�
i
0' (DISPLACI
D THRESH •
)
I
4
1
I1I
40.0
to
nl
R
6
z'R
l
i
40.0
�ApP 1
LIGHT
FIXTURE ELE
VATON (TYPICAL)
LIGHT
FIXTURE AIM
NO ANGLE (
AL)
30.0
a
w
LdCQ
3D.p
o
/
20
/
1
21.0
.o'
20.0
1
'S�'3
18.
31
18.0
4
18.0 5'
18.0
3.6'
1 18.0
7'
18.0
6.0'
18.0
es.0,
18.0
&0,
19.5
6.0'
20.0
10.0
10.0
HIGH TIDE El
EVATION 3.5
0.
.441
I
-10.0
}
-10.0
-20.0
720.0
PR FI E - GliT
TA
N
s • 1 -100'
L, 1°=10'
j r f
2
2 010
-30.0
0400
0
1 00
1
00
20
00
-30.0
Ld
JUNE 2010
Stale
r = 100•
Drawn
LBM
Checked
ABM
Project N.
3301�808
C-4

rx v
a
�z
a
�° d�
CON%'S.;TRUCTl L J
RUNWA 4, PAPIs
WILIVIINGT
V1/ILivNf
emu MWE
MIILMI mN
iNTfRNAT10NAL
AiRPORr
x
1° WM75n= BEM
At
S I
I
I
I cAROIINA 9EAf7, I
PROJECT VICINITY MAP
AIRPORT
XINA
LIST OF DRAWINGS
DWG. NO_
TITLE OF DRAWING
DATE
G-1
TITLE SHEET/bRAWING INDEX
JUNE 2010
G-2
GENERAL NOTES, GENERAL LEGEND AND ABBREVIATIONS
JUNE 2010
G-3
PROJECT SAFETY AND ACCESS PLAN (SHEET 1 OF 3)
JUNE 2010
0-4
PROJECT SAFETY AND ACCESS PLAN (SHEET 2 OF 3)
JUNE 2010
G-5
PROJECT SAFETY AND ACCESS PLAN (SHEET 3 OF 3)
JUNE 2010
L-1
RUNWAY 6 PAP] LEASE AREA
JUNE 2010
C-1
RUNWAY 6 VASI EXISTING CONDITIONS AND REMOVAL PLAN
JUNE 2010
C-2
RUNWAY 24 VASI EXISTING CONDITIONS AND REMOVAL PLAN
JUNE 2010
C-3
RUNWAY 6 PAPI LAYOUT PLAN
JUNE 2010
C-4
RUNWAY 24 PAR LAYOUT PLAN
JUNE 2010
C-5
PAPI DETAILS AND PROFILES
JUNE 2010
E-1
ELECTRICAL NOTES, LEGEND, ABBREVIATIONS do DETAILS
JUNE 2010
E-2
ELECTRICAL RW 6 PAP] PLANS
JUNE 2010
E-3
ELECTRICAL RW 24 PAR PLANS
JUNE 2010
E-4
ELECTRICAL PAR POWER RISER DIAGRAMS
JUNE 2010
E-5
ELECTRICAL oeo; POWER RISER DIAGRAMS
JUNE 201G i
F.-6
ELECTRICAL DMF PAP[ WIRING DIAGRAM
JUNE 2010
NOTES
1. RUNWAY 24 PAPle ARE LOCATED WITHIN THE EXISTING RUNWAY 24 GLIDE SLOPE LEASE AREA.
SEE FAAALM MEMORANDUM OF AGREEMENT DTFASO-07—L-0021.
2. SURVEY DATUM IS N.C. STATE PLANE, NAD 83, NAVD86.
1n
z
O
cn
S
W
~
W
�z
Z
Q O
�
�
d
Z
ZN
-
0
F\—
z z
O
}
LLI
O O
z
_
co m
X
W
*SEE NOTE
P
9"_il.om
'a Gip.
oat.
JUNE 2010
Scale
NONE
Dmn
Checked
ABU
J u N 2 8 2010 PMJW Na
ssm-oeoe
Shaet Nw

AIR CARRIER APRON
i
AIRPORT /
PERIMETER
ROAD
V /
/
TRANSFORMER (NOTE 4)
POST/METER
/
�J!
I
TAXIWAY 'B'
I
/
II
1 II
J
j TAXIWAY 'B'
TAXIWAY 'J'
R U N W A Y O B J E C T F R E E A R E A—
—--—
—
r
�
r I �
[
I I
/ LOGAUZER
ANTENNA
�rl
--
I I
\
! REMOVE
VASI 4-L
I I j I I (NO 3)
-- P A V E D O V E R R U N
— 1 I -
-�-I LO'CALIZER CRITICAL AREA
JJ
--------------------------=--------- °
1 o
---------------------
I
g jl
N I
o
1 0
1 0
1 0 �
o
� O
RUNWAY
cli g 6 END/
l THRESHOLD
�� •' ' PAIRPORT
ERIMETER -
L— r �' ' ' — — — — ROAD — — — — — — `
LOCALIZER
SHELTER
CLOSED TAXIWAY
VEHICLE ACCESS ONLY
GLIDE SLOPE CRITICAL AREA
mu
1. WORK INSIDE THE RUNWAY SAFETY AREA WILL REQUIRE CLOSURE OF RUNWAY 6-24. TEE SAFETY PLAN NOTES.
2. THE GLIDE SLOPE SHALL REMAIN OPERATIONAL DURING ALL TIMES THAT THE RUNWAY IS OPEN.
3. REMOVE VAST 4-L AFTER PAP[ 4-R IS INSTALLED, OPERATIONAL AND SUCCESSFULLY FLIGHT -CHECKED. DISCONNECT
VASI 4-L CIRCUITRY TO ACCOMMODATE EQUIPMENT REMOVED.
4. COORDINATE DISCONNECTION OF VASI 4-L SERVICE EQUIPMENT AND FEEDER WITH LOCAL UTILITY COMPANY
(PROGRESS ENERGY). REMOVE SERVICE EQUIPMENT.
RUNWAY SAFETY AREA
RUNWAY OBSTACLE FREE ZONE
------------ "— REMOVF.
VASI 4-L
(NOTE 3) N
— v
WI U3
Q I N
J
LOCALIZER CRITICAL AREA — — —FI RUNWAY OBSTACLE FREE ZONE —
U
W RUNWAY SAFETY AREA
to
W
_�----------------- PRIMARY CABLES GLIDE SLOPE I _ SHELTER
ANTENNA
-- MH R U N W A Y OBJECT FREE AREA —
i I I
I I
/pi
l` PRIMARY CABLES
\ /RVR I\
FAA
ACCESS
—� - ROAD \� __—
RUNWAY 6 DATA
RUNWAY END/THRESHOLD LATITUDE: 34'I5'4Y.7932" N LONGITUDE: 77°54'37.1124" W NORTHING: 188111.974 EASTING: 23292SEL421 ELEVATION:21.01
HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88
JUN 2 0 2010
Y -
LEGEND
SYMBOL DESCRIPTION
— . — FENCE
------- UNDERGROUND ELECTRICAL CABLES
-�- UNDERGROUND ELECTRICAL DUCT
r — — GRAVEL SURFACE
0 PAVED SURFACE
FAA LEASE AREA (EXISTING)
100 50 0 100 200 300
SCALE IN FEET
1 100'
r
0_ z J
a p O! cn
z% Q W�
a
-4-(�
Z Z N > 1�
to Z
Z Z Q
3 rz
oL
z 90
a �Ca
!3
Z
O
U
0�997
i
Date JUNE 2010 �
Seale
1" - low I
or—
LsM
Checked
Abu
Project No
3301-09CB
Sheet N0.
C-1

TAXIWAY 'G'
RUNWAY 24 DATA
RUNWAY END/THRESHOLD - LATITUDE: 34'16'35.4770- N LONGITUDE: 7753'25.7332" W NORTHING: 193503.952 EASTING. 2335200.084 ELEVATION: 20.15
HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88
TAXIWAY 'B'
RUN WAY OBJECT FREE AREA —
R U N W A Y S A F E T Y A R E A— —
—
RUNWAY OBSTACLE FREE_ZONE—
TAXIWAY 'B'
�$8
�
� � s
0 a
W/�
PQ ff
AIRPORT PERIMETER ROAD
— LOCALI ZER CRITICAL AREA
O
E X I S T I N G M A L S R
o � o
a
� rF 1
n o
LS �i O
o 0
0
RUNWAY GLIDE SLOPE CRITICAL AREA
REMOVE L FAA ACCESS ROAD (NOTE
4-L THRESHOLD
4-THRESHOLD(NOTE 3) o------------- 1- 1 -1--- a-�----------- u l 1 �,
RUNWAY OBSTACLE FREE ZONE 1 I 1 I - T HH LOCALI ZER CRITICAL AREA
GUIDE SLOPE �—
R U N W A Y S A F E T Y A R E A— I ANTENNA
TAXIWAY 'N'
----------------------��`\�..%� I,HH 1`
" PRIMARY
I 11
RVR ` ` CABLES
SHELTER \
----- ---- RUNWAY OBJECT FREE AREA PAPIPCU
GLIDE SLOPE CRITI L AREA
AJRPORT
PERIMETER
ROAD \ \ 1 ( I
\\ 1 1
\ POSTIMEIFR
(NOTE 4)
NOTES
1. WORK INSIDE THE RUNWAY SAFETY AREA WILL REQUIRE CLOSURE OF RUNWAY 6-24. SEE SAFETY PLAN NOTES. `
9_ THE GI.IDF. SLOPE SHaJ_ REMAIN OPERATIONAL DURING ALL TIMES THAT THE RUNWAY IS OPEN.
I REMOVE VAST 4-L AFTER PAPI 4-L IS INSTALLED, OPERATIONAL AND SUCCESS FULLY FLIGHT -CHECKED. DISCONNECT
VASI 4-L CIRCUITRY TO ACCOMMODATE EQUIPMENT REMOVED.
4. COORDINATE DISCONNECTION OF VASI 4-L SERVICE EQUIPMENT AND FEEDER WITH LOCAL UTILITY COMPANY
(PROGRESS ENERGY). REMOVE SERVICE EQUIPMENT.
LEGEND
SYMBOL DESCRIPTION
— : — FENCE
------- UNDERGROUND ELECTRICAL CABLES
[ _ _ ] GRAVEL SURFACE
0 PAVED SURFACE
FAA LEASE AREA
i
U I V p� 2 �y
0 J 2010 100 50 0 100 200 300
�• SCALE IN FEET
P.
C9
O¢ Z�
Qp X>
O
Z U a ��
F d Q
z O N I'
Z c0 *Z
Z o>- 04
. Q
Q
oz 3 QZ
z� ZQ
�Z
O
O
Data
JUNE 2D10
scale
1" = 100
Dram
LsM
Chedod
ASM
Project No.
3J01-11906
C-2

AIRPORT / i � _-- _ .-- .- .
996' (FACE OF PAPI LENS)
PERIMETER V /
ROAD
TRANSFORMER
POST/METER
II
I
I I
TAXIWAY 'S'
/ 1
/ LOCALIZER
ANTENNA
,{ 1
(i I N
I �► — - -- P A V E D O V E R R U N -
I
o
\ N 1
�\ I
\ I
1 I
I
30'
— 1
——II— L O CA L I Z E R CRI TICAL AREA —I
o �
0 0
o I
a
0
0 0
a �
0 0
RUNWAY y_
6 END/
THRESHOLD
I
L 0 C A L I Z E R CRITICAL AREA c�jl
►� \ AIRPORT ` ` ` ` `
PERIMETER
ROAD
LOCALIZER
SHELTER
CLOSED TAXIWAY
VEHICLE ACCESS ONLY
G L I D E S L O P E C R I T I C A L A R E A
NOTES:
1. WORK INSIDE THE RSA WILL REQUIRE CLOSURE OF RUNWAY 6-24. SEE SAFETY
PLAN NOTES.
2. SEE PLAN SHEET C-5 FOR PAPI UNITS LOCATION AND AIMING.
3. SEE ELECTRICAL PLANS FOR LOCATION OF ELECTRICAL WORK WITHIN THE RSA.
4. GLIDE SLOPE SHALL REMAIN- OPERATIONS DURING ALL TIMES THAT THE RUNWAY IS
OPEN.
I
I—w
O
JI
N
w
----- PRIMARY CABLES GLIDE SLOPE I j
ANTENNA �
—`_71 — IMH
ail
oil
0
c� IJ m
A I R CARRIER APRON
a N o
$ ��o
� 3
KJ
J
b
TAXIWAY 'B'
TAXIWAY'JI RUNWAY OBJECT FREE AREA
RUNWAYSAFETY AREA
RUNWAY OBSTACLE FREE ZONE -
- o
N
I
N
INSTAL-
4— PAPI 4-R b
RUNWAY OBSTACLE FREE ZONE
R U N W A Y SAFETY A R EA
► SHELTER
PAPI PCU. SEE SHEET E-2 FOR
DETAILED LOCATION.
RUNWAY OBJECT FREE AREA — —
/ I 1
I
1
/ l
ZRVR
PRIMARY CABLES
_
LEGEND
I 1 ��
SYMBOL
DESCRIPTION
FAA I �
ACCESS `
I�
— -- —� ROAD
— , —
FENCE
-------
UNDERGROUND ELECTRICAL CABLES
-�
UNDERGROUND ELECTRICAL DUCT
GRAVEL SURFACE
F-
PAVED SURFACE
RUNWAY 6 DATA
-- - - - FAA LEASE AREA (EXISTING)
RUNWAY END/THRESHOLD - LATITUDE: 3415'42.7932' N LONGITUDE: 77 54'37.1124' W NORTHING: 188111.974 EASTING: 2329288.421 ELEVATION:21.01 _ • _ _ , , - FAA LEASE AREA (NEW)
PAPI RPI - LATITUDE: 34'15'49.301" LONGITUDE: 77754'26.299" W ELEVATION: 25.72`
HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88
J U N L 2010 100 50 O 100 200 300
SCALE IN FEET
- -- -._ 1"= 100'
A5, . �R-
02
C\
wBn M"
oae.
JUNE 2010
Scala
1^ a 1oa
O axn
tsM
oh. ma
ABM
Project No
3301—O90B
C-3

RUNWAY 24 DATA
RUNWAY END/THRESHOLD — LATITUDE 3415'35.4770' N LONGITUDE: 7753'25.7332" W NORTHING: 193503.952 EASTING: 2335200.084 ELEVATION: 20.15
PAPI RPI — LATITUDE: 34'16'29.463" N LONGITUDE: 7753'33.881" W ELEVATION: 19.83
HORIZONTAL DATUM: NADB3 VERTICAL DATUM: NAVD88
TAXIWAY 'B'
RUNWAY OBJECT FREE AREA —
—t-
- — — RUNWAY SAFETY AREA — —
RUNWAY OBSTACLE FREE Z O N E
TAXIWAY 'N'
FAA ACCESS ROAD
1
RUNWAY OBSTACLE FREE Z O N E I
T RUNWAY SAFETY AREA T
— — c
RUNWAY OBJECT FREE AREA —
915' (FACE OF PAPI LENS)
— -- I TAXIWAY 'S'
AIRPORT PERIMETER ROAD
LOCAL[ ZER CRI T I CAL AREA
a
0
E X I S T I N G M A L S R
o
� in IF
r\ �_J O_
L.:J o O
O
RUNWAY GLIDE SLOPE C R I T I C A L AREA
24 END/
THRESHOLD
LO CALI ZE R CRITICAL AREA
— PRIMARY
CABLES
GLIDE SLOPE CRITIL AREA
AIRPORT
\ \ l
PERIMETER \ \
ROAD
\ \ 8j TRANSFORMER
\ POST/METER
,1\ (NOTE 4)
1! NOTES: `
WORK INSIDE TIE I'wA WILL REGURE C OSURI: OF RUNWAY 5-24. SEE GAFTI }, ,
PLAN NOTES.
2. SEE PLAN SHEET C-5 FOR PAPI UNITS LOCATION AND AIMING.
3. SEE ELECTRICAL PLANS FOR LOCATION OF ELECTRICAL WORK WITHIN THE RSA.
4. GUDE SLOPE SHALL REMAIN. OPERATIONS DURING ALL TIMES THAT THE RUNWAY IS
OPEN.
RVR —'
DETAILED
I INSTALL
I� PAPI 4—L
GLIDE SLOPE
V
ANTENNA
HH
LEGEND
SYMBOL DESCRIPTION
FENCE
UNDERGROUND ELECTRICAL CABLES
GRAVEL SURFACE
PAVED SURFACE
-- -- FAA LEASE AREA (E)aSTING)
J U N 2 9 2010 I 100 SD O 100 200 300
SCALE IN FEET
z
F Q
� J
Oa.
n
Z �—
¢ or pl 0
a or ¢ L
Z U D_ Q
F jE _]
fX N
IXz 1 Q
w CO
Z Z i d'
O C9 g N
Z
Z� Q
Z
x
Date _
JJ E 2010
Sede
Y a too'
Drawn
ISM
Qedmd
ABM
Project No.
33a1—osa6
Sheaf No.
C -- 4

VICINITY MAP
EXISTING PAVED DRIVEWAY
CONSTRUCTION ENTRANCE
TEMPORARY SILT FENCE
EXISTING GRASSED SCALE-.,,
EXISTING DITCH
R. C. CONSTRUCTION CO., INC.
TEMPORARY CONCRETE BATCH PLANT
EXISTING SITE CONDITIONS
FOR
GENERAL AVIATION APRON/TAXILANE REHABILITATION
PHASE II AND III
WILMIN6TON INTERNATIONAL AIRPORT
WILMIN6TON, NORTH CAROLINA
TO PROJECT SITE----i:=-
SCALE I"=50'
PROJ #
0

SITE LOCATION
0
SCALE I"=50'
0
EXISTING PAVED DRIVEWAY
CONSTRUCTION ENTRANCE
TEMPORARY SILT FENCE
EXISTING GRASSED SWAL
EXISTING DITCH
R. C. CONSTRUCTION CO., INC.
TEMPORARY CONCRETE BATCH PLANT
PROPOSED LAYOUT PLAN
FOR
GENERAL AVIATION APRON/TAXILANE REHABILITATION
PHASE I I AND III
WILMINGTON INTERNATIONAL AIRPORT
WILMINGTON, NORTH CAROLINA
EXISTING CHAIN LINK FENCE W/ BARBED WIRE
4.79 ACRES
v
.NTCH PLANT \� ,
k
X
X
NITARY SE41EA
l�ANHO[.E

91
o��
GPI
EXISTING PAVED DRIVEWAY
CONSTRUCTION ENTRANCE
TEMPORARY SILT FENCE o a $ +`
-lee
I ��
EXISTING GRASSED SWALE
2 x
PER
USDA
"NA&
TA
M
A
I� k
EXISTING DITCH
yF-
R. C. CONSTRUCTION CO., INC.
TEMPORARY CONCRETE BATCH PLANT
EXISTING SITE CONDITIONS
FOR
GENERAL AVIATION APRON/TAXILANE REHABILITATION
PHASE II AND III
WILMINGTON INTERNATIONAL AIRPORT
WILMINGTON, NORTH CAROLINA
—EXISTING CHAIN LINK FENCE W/ BARBED WIRE
4.79 ACRES
CCU6
EX ING DRAINAGE CULVERT
........ . .
ru +a
US FOREST SER ICE
SA TART SEVER
14ANHOLE
TO PROJECT SITE ---C---
SCALE I

EN
1*1
THRESHOLD
E PK #q 6
N = 1939504.7773 FT~ GRID (N/\[} 83)
E = 2,3359199.3955 FT. GRID (N/\[} 83)
L/\T340 16/ 35~47//
L[]KjG, = 77" 53/ 75,73»
ELEVATION �= 19.71 ( N /\\/[) 8 8 )
NOTES ONE
1. ALL ELEVATIONS SHOWN ARE BASED ON A BENCH -MARK ELEVATI,ON TAKEN FROM N.C.-G-S-M, "ILM A pp\0
(ELEVATION 26-29 NAVD 1988) AND ARE RELATIVE TO MEAN SEA LEVEL NAVD 1988,
2. SUBCONTRACTOR SHALL MARK AND AVOID WETLANDS AND U.S. WATERS IN THE VICINITY OF THE LEGE*ND
(GRAPHICS ON AIRPORT LIGHTS
ARE SHOWN EXAGGERATED)
: EXISTING CONTOUR
: PROPOSED TEMPORARY SILT FENCE
NEW SPLIT DUCT EXISTING WETLAND
CONCRETE
ENCASEMENT
�)LL UL | Z / Ul /
EXISTING ��'� T y��� DITCH lFf`��
^~"~^= ° '= =^'=''
(1�A�[����«% ��F ���� N* ��* )
.
\ |
" LIMITS [l� DISTURBANCE`
� � '~ ^ ' ~ ~ \ '
[�Fl YJ[�lF DISTURB
� ��^� NOT
/
\ ` |
' ------_~
` |
____-------'
_____________------ -'.________ ____-____________________________________________________~__
_-_______-_ ---_-'_---_
` �
��
`'
--_---~'-
------''~
|
\ �
�
/
�
/
\\ /
|
�
)" /
.
|
�_l_
__�—__--------- ------ -�-�--------------------------------
---
�� \ `
(�
��
/
� 7��� ��7TTT��� /\���/\ �KjD
CRITICAL AND
\
---_--------------------\�.
� ~ ~ ' `� ^ � ^- ^ ^ ` ' ^-
\ / MA| SR CLEAR ZONE LIMITS ( TyF/ ) _/--~_�_��_--���--
/ _ ___ ----__-___----------
---------/--------------------------------------------�-� ' ,~ --- ����
�� ^^
~-=-------------------------��~�
__ _ -~�_ _
------- -- �.� ---
`\ L
�LIMITS OF
�
INSTALL TEMPORNRY EXISTING
-
EXISTING
�|CONCRETE &
�
�Jill�
tt
RUNWAY 24
�
�
-7-Z—�_=174 _4
F__
�
�
�
�
'
�
�
�
Cy
500" Or NEW 10' WIDE
GRAVEL ACCESS ROAD
OW vp
!.,,-SILT FENCE Z a] U.
0
< RE -USE EXISTING FES
� -- / r--------
NEW 10'
36o
WIDE ASPHALT PAVED F I GURE 1 REV I SED
.!�^~ ` ~~ ^°^°v~ES~, ROAD-
-4
� °
-- -- 6 ' | \ -- / '
-'
___ . � -, �DEPARTMENT Or TRANSPORTATION
FEDE'RAL AVIATION ADMINISTRATION
01
_13-� �_ ___ _r| / ��'
| |
� -- - ---- ----' | --- �� ��
�� �- �� 'VED MALSR
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THRESHOLD
EPK #96
N = 1 93 , 504 s 2773 FT. GRID (NAD 83 )
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0
NOTES —�
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ON A BENCH —MARK ELEVATION TAKEN FROM N. C. G. S. M I LM A\�N ZONE
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NOTES
0
Q
1 . ALL ELEVATIONS SHOWN ARE BASED ON A BENCH -MARK ELEVATION TAKEN FROM N. C. G. S. M. I LM A "
A
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CLEAR ZONE LIMITS FEDERAL AVIATION ADMINISTRATION
/ \ GRAVEL_ \ I
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=� NEW RUNWAY 06
LOCAL_ I ZER SHELTER 9 I 4 CENTERL I NEMALSR
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5O 0 �. _ 1.� _ A`I'LANTA NAS LTR.
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ILS
_ RUNWAY 06
E R�r GLIDE SLOPE PLOT LAYOUT
pR �N y
oT AND GRADING PLAN
WILMINGTON (WILMINGTON INTERNATIONAL AIRPORT) NC
5 , N��
' � � Inc � REVIEWED BY D
17� �
EG I NN I NG OF NEW ASPHALT PAVED 1 0:; 0 . 10 20 �`
B SENIOR ENGINEER, NAVAIDS/LANDING AIDS PLATFORM MANAGER, PLATFORM OPERATIONS, NAVAIDS/LANDING AIDS
DESIGNED BY REV.
ACCESS ROAD. MATCH EXISTING - y A11Q jP ISSUED BY DATE - 08-27-2004 LTR.
GRADE OF TAXIWAY 1 - 10 -0 ATLANTA NAS
DRAWN BY DRAWING N0.
LW IMPLEMENTATION CHECKED BY ELE CENTER SO—D—
Reflects FAA Drawing Standards for Contractors (May 2000-2005) and Southern Kegion blectronic Uelivery requirements Tor mlcro�)tation Tormat
bdr_1.10204.dgn (modified 11/02/2004)

NOTES
/ �, 1 . REMOVE A MINIMUM OF 3 " TOPSOIL PRIOR TO
CONSTRUCTING ACCESS ROAD AND MAINTENANCE
AREAS. GRADING SHALL BE SUCH THAT ALL \
P / DRAINAGE IS AWAY FROM THE ROAD, STRUCTURE
AND FOUNDATION.
y ���� AD 50' 1,005 TO RUNWAY 06 THRESHOLD 2. PROVIDE GRAVEL UNDER AND AROUND THE SHELTER
AND THE ENTIRE MAINTENANCE AREA. \ IA�
x8 o 613. SUBCONTRACTOR SHALL MARK AND AVOID WETLANDS �'iy I AND U.S. WATERS IN THE VICINITY OF THE WORK.
x
x
y
,y x? I x
x
�
X
I
TO RUNWAY 06 THRESHOLD
x
x
i
`� NEW EARTH
I
SWALE (DRAIN 61
TO DAYL I GHI) 66
NEW CHAIN
LINK FENCE (BY
AIRPORT)
` X
NEW LOCALIZER
ANTENNA, TOP OF
9.12
`\ FOUNDAT I ON � L = 9.50
I
\SEE DET 1 /(,03
x • ,�o
\1
yy
x
.a
ANTENNA ARF'AY
GEOGRAPHIC
/
o
REFERENCE POINT
X (TYP)
INSTALL
TEMPORARY
yy
x
SILT FENCE
xy
---------------
RUNWAY 06 EXTENDED
—
—
170
yy y S i x 96
yy`y
I
�
x
a"
E-
�- ASPHALT
`yl
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yy I
(T Y0P
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i
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M A T C H EXISTING
X ,
— —
NRAVEL
GRADE
WALKWAY
y I
x
i
, SEE DET 3/C1 8
I y
�y
x
L I NI`I TS OF 8
DISTURBANCE
6, x ; x
yam_
\ yy yy I17,7
x6 /
yy yy
61
' y
/
REMOVE AND RELOCATE
y
`�
/
/ PORTION OF EXISTING
x x�
X
/
i
�I'
/ CHAIN I_ I NK FENCE
\
\ x ` 6 y��,
.68
/
/
(BY AIRPORT)
\� ` yy
yy
SMITH CREEK-/�
.�'
LOCALIZER,..,ANTENNALOT,LAYOUT
GRADING.,PLAN
C�2
COI SCALE: 1 "= 20' _0„
COORDINATES AND ELEVATIONS
LOCALIZER ANTENNA:
LATITUDE: N 340 15' 36.19"
LONGITUDE: W 770 54' 46.06"
TOP OF FOUNDATION EL: 9.50' MSL
`-- —NEW 1 0 WIDE
GRAVEL ACCESS ROAD
INSTALL —
\ w �` SEE DET 3/C18
z TEMPORARY NEW BOLLARD
J SILT FENCE --- _ ( TYP OF 5 ) 9_
w — SEE DET 4/C1871
LLJ J
62
- -_ _ NEW EARTH
u - __ - SCALE (DRAIN
\ uo I - °° I TO DAYLIGHT)
0
LIMITS OF SANITARY_
DISTURBANCE
NEW 8" THICK
- E GRAVEL AREA, ----•-�--• 5 Ors �\
SEE DET 3/C18 0°
Ln
of
EXISTING CHAIN o ,5 ; pSEMEN�
LINK FENCE TO \S 2 ,i ( ,'�' 30 E - REMAIN (TYP) 9 ---
%
x x x -fix x x x X _ x x x X x X
INSTALL °
'_TEMPORARY
�o— jco
SILFENCE NEW CHAIN X8 x 'X X x X - XJ
LINK FENCE (BY \
AIRPORT) FUTURE MALSR 06
\ a SHELTER
�.S �E \ FF EL = 1 0. 67
REMOVE AND RELOCATE
NEW D I SCO
PORTION OF EXISTING � (�1��---S.�I\CH
CHAIN LINK FENCE •9 AND TRANSFORMER, �
(BY AIRPORT) ox SEE NOTE 4
S
NEW 1 D' X1 6' LOCALIZER x,9 xs8
SHELTER FF EL - 10.67 834 TO RUNWAY 06 THRESHOLD
SEE D'-T 1 //C05
X�
i
L EGEN
- - - 30-- :EXISTING CONTOUR
-� -� - :PROPOSED EARTH SWALE
--,---� .PROPOSED TEMPORARY
SILT FENCE
:WOODED AREA
LIMITS OF DISTURBANCE
FIGURE 6
DEPARTMENTDESCRIPTION
OF ' i' i
FEOERAL AVIATION AC)MINISTRATION
ILS
RUNWAY 24'
LOCALIZER PLOT LAYOUT
AND GRADING PLAN
WiLMINOTONINTERNATIONAL AIRPORT)
�i�i�i♦i�♦�i�iO�i�i♦i�♦�i�i�i�ii�•i®®®��i�i�i�i�i♦i�i♦i�iei�i�i�i�i
IDESIGNED BY
ISSUED BY DATE -
•
!• !1
! _
DRAWING NO.
IMPLEMENTATION
CHECKED BY-i CENTER SO-D--

IN
� GLIDE SLOPE
\`----------------- ----------- -CAI-7I-CAL AREA (TYP) --
� GLIDE SLUrE SITE PLAN
NOTFS
1. ALL ELEVATIONS SHOWN ARE BASED ON A BENCH -MARK ELEVATION
TAKEN FROM N. C. G. S. M. "I LM A " (ELEVATION = 26. 29 NAVD
1988) AND ARE RELATIVE TO MEAN SEA LEVEL NAVD 1988.
2, SUBCONTRACTOR SHALL MARK AND AVOID WETLANDS AND U.S.
WATERS IN THE VICINITY OF THE WORK.
LEGEND
EXISTING CONTOUR
••• •••- EXISTING DITCH
- C3- CF- p: PROPOSED TEMPORARY SILT FENCE
41
EXISTING WETLAND
�C
LIMITS OF DISTURBANCE
FIGURE 4
REV.ITR. DATE DESCRIPTION
DEPARTMENT OF TRANSPOI
FrDERAL AVIATION ADMIN
SOUTHERN REGION
ILS
RUNWAY 24
GLIDE SLOPE SITE PI
WILMINGTON ( ILMINGTON INTERNATIONAL
REVIEWED BY
50, 0 25 50
.. _. .,, SENIOR ENGINEER, NAVAIDSILAND(NG AIDS PLATFORM MANAGER, f
DESIGNTM BY
1 ii _ 50 T i _0 ii y � � �J ISSUED BY DATE
ATLANTA NAS
DRAWN BY DRAWI
IMPLEMENTATION
CHECKED BY CENTER
r=
Reflects FAA Drawing Standards for Contractors (May 2000-2005) and Southern Region Llectronic uenvery requirements Tor micro Stotion lorrriut
bdr_110204.dgn (modified 11/02/2004)

a
co
INSTALL
TEMPORARY
��- SILT FENCE
LEGEND
—o—o-- PROPOSED TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
\NS EG R�T�
sir _
FIGURE 8
AUG 06
g.
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bdr-110204.dgn (modified 11/02/2004)

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TITLE OF DRAWING
DATE
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TITLE SHEET
AUGUST 2004
EX 1.0
EXISTING CONDITIONS OVERALL MAP
AUGUST 2004
EX 1.1
EXISTING CONDITIONS (1 OF; 5)_
AUGUST 2004
EX 1.2
EXISTING CONDITIONS (2 OF 5)
AUGUST 2004
EX 13
EXISTING CONDITIONS (3 OF 5)
AUGUST '2004
EX 1.4
EXISTING CONDITIONS (4 OF 5)
AUGUST 2004
EX 1.5
EXISTING CONDITIONS (5 OF 5)
AUGUST 12004
PR1.1
STORMWATER MANAGEMENT; CENTRALIZED CONCEPT
AUGUST 2004
PR1.2
STORMWATER MANAGEMENT- DISTRIBUTED CONCEPT
AUGUST 2004
PH1.1
STORMWATER MANAGEMENT- DISTRIBUTED CONCEPT PHASING
AUGUST 2004
P2.1
PLAN AND PROFILE, CONVEYANCE, PIPE LINES A & B
AUGUST ''2004
P2.2
PLAN AND PROFILE, CONVEYANCE PIPE LINE C
AUGUST 2004
D1.1
EXTENDED DRY DETENTION BASIN NO. 1 CONCEPTUAL SECTIONS AND DETAILS
AUGUST 2004
D1.2
EXTENDED DRY DETENTION BASIN NO. 2 CONCEPTUAL SECTIONS AND DETAILS
AUGUST 2004
D1.3
DRY DETENTION BASIN - CSTRIBUTED BASIN CONCEPT
AUGUST 2004
D1.4
DRY DETENTION BASIN OUTLET DETAIL— DISTRIBUTED BASIN CONCEPT
AUGUST 2004
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DEVELOPMENT AND REDEVELOPMENT ACTIVTIES ON AIRPORT PROPERTY. THESE PLANS REPRESERE 3301-0305
CONCEPTUAL LEVEL OF DESIGN, AND ARE NOT INTENDED FOR CONSTRUCTION. -
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I Stormwater Conve nce P*ipes S ste m C Project No. 3301-0305
1
Sheet No.
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NOTE:
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Project No.
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Sheet No.
D1 *1
NO SCALE

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NOTE: 3301--0305
THESE PLANS DEPICT CONCEPTUAL STORMWATER MANAGEMENT IMPROVEMENTS Sheet No.
INTENDED TO SUPPORT DEVELOPMENT AND REDEVELOPMENT ACTIVITIES ON
AIRPORT PROPERTY. THESE PLANS REPRESENT A CONCEPTUAL LEVEL OF
DESIGN, AND ARE NOT INTENDED FOR CONSTRUCTION. D1 *2

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WILMINGTON
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LIST OF DRAWINGS
SHEET NO.
TITLE OF DRAWING
DATE
1
TITLE SHEET
AUGUST '2004
EX 1.0
EXISTING CONDITIONS OVERALL MAP
AUGUST 2004
EX 1.1
EXISTING CONDITIONS, (1. OF 5)
AUGUST 2004
EX 1.2
EXISTING CONDITIONS (2 OF 5)
AUGUST 2004
EX 1.3
EXISTING CONDITIONS (3 OF 5)
AUGUST 2004
EX 1.4
EXI-STING CONDITIONS (4 OF 5)
AUGUST 2004
EX 1.5
EXISTING CONDITIONS (5 OF 5)
AUGUST 2004
PR1.1
STORMWATER MANAGEMENT— CENTRALIZED CONCEPT
AUGUST 2004
PR1.2
STORMWATER .MANAGEMENT— DISTRIBUTED CONCEPT
AUGUST 2004
PH1.1
STORMWATER MANAGEMENT— DISTRIBUTED CONCEPT PHASING
AUGUST 2004
P2.1
PLAN AND PROFILE, CONVE"'I"ANCE PIPE LINES A & B
AUGUST '2004
P2.2
PLAN AND PROFILE, CONVEYANCE PIPE LINE C
AUGUST 2004
D1.1
EXTENDED DRY DETENTION BASIN NO. 1 CONCEPTUAL SECTIONS AND DETAILS
AUGUST 2004
D1.2
EXTENDED DRY DETENTION BASIN NO. 2 CONCEPTUAL SECTIONS AND DETAILS
AUGUST 2004
D1.3
DRY DETENTION BASIN - DISTRIBUTED BASIN CONCEPT
AUGUST 2004
D1.4
I DRY DETENTION BASIN OUTLET DETAIL— DISTRIBUTED BASIN CONCEPT
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OCT, 2 6 2004
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NOTE:
THESE PLANS DEPICT CONCEPTUAL STORMWATER MANAGEMENT IMPROVEMENTS INTENDED TO SUPPORT
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PRIMARY OUTLET STRUCTURE
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NO SCALE
NOTE:
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SEE SHEET EX3
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�S FORM MANHOLL
30.27
z
FRAME EL. SANITARY MANHOLE
FRAME: 28.63-
GRASS
18" Ru 1. E. (36" RCP): 23-37 - -1
LE.=24.36
I.E. 8" PVC: 25.59
A. -
DIRECTION (EN D 0;0 1. E. (18" RCP): 24.72 AREA
. .. ..........
UNKNOWN)l
I.E.(36" RCP): 23.57
- - ----- dia.
CONC. HEADWALL
Cp HEADWALL
E_7
23.29
I E.
DRAINAGE DITCH
ROME �11 _`� _�?
I.E. 23 98
4' METAL -RAIL FENCE _-e-
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7
j
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HEADWALL
.7
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21
U=
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vor ----- ---
UNITS
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-M, L E.: 23.95 -47 �N
F CID . . ...
PAD W/ A/C
pm,
2 RCP DIREC11ON
4
L=-um
EDGE OF -I.E.=22.88'
CONC. HEADWA
_-_77
(END UNKNOWN)
CUSTOMS BUILDING I.E.=23.39
--To__v[DE HEADWALL I.E.: 23.31
CONTRACTOR
v
GRATE INLET n 4 - -
BRICK ALUMINUM I.E.=23.27
P,,IP,E----TO-,.,.,CO FIRM P
TOP
10" D.I.P.
t GRASS
STORM MANHOLE INACTIVE/15L D.---., FRAME: 28.60 AREA
I.E. 30 ELEV.: 26.29
RCP(N): 24.75 _.29�25-
REF. HUB: 28.76
f Mu'll
AREA It
I.E. 36" RCP(N): 23 STORM MANHOLE I.E. 18"' RCP(W): 25.11 (ABANDONED)
FRAME: 30.24 "q GRASS
.44
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49
j la
.7
ABANDONED
f SUE POTHOLE LOC. -"K"
FRAME: 30.43 RCP(S): 23.90
I.E. 18" RCP(E): I.E. 30"
UNABLE TO OBTAIN INVERT 23.70 X
I.E.(30" RCP) BOTTOM: 23.75 CONC. HEADWALL
x GRATE INLET 3/4"COMM. CABLE
i"? A,
I.E. 18" RCP(SE): 24.03 18" PVC I.E.: 23.93,
28.21 ELEV.: 26.50 j LINE
I.E. 36" RCP(S): 23.59 WATER
FRAME:
I.E. 18" CMP(SE): 23.93 (CRUSHED)
I.E. 18" RCP(W): 24.36 /f 24" RCP: 23.96
REFERENCE HUB: 29.51
23.74
I.E.(E)
Z
V I.E.(W): 23.9l'- DAI-
BOTTOM: 23.8V I.E. 18" RCP(SW): 23.93 9D
I.E. 6 NG GUA
PVC(E)- 26.28
GRI
BOTTOM: 23.98
14DER "STATION
I.E. 24" RCP(S): 23.83 (ABANDONED) -.4
CONC.
QL.BOX_ 28- 75_. I.E.=27.42 KEY PAD
'70N
C -TR AvX
PAD BOTTOM: 23.83 6 CHAINLINK FENCE
z.� 1 .21-
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GRATE INLET -------
ss
8' CHAINLINK APPWO A ss
X­4�X4' NTH -b""
8' METAL -RAIL FENCE
FRAME: 28.48
GRASS
FENCE WALLS/TOP +
ABANDONED
1 A
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20`WNUAL
j GRINDER
I.E.: 24.75 Irt 28.18
- ----- AREA
18" RCP DIRECTION
BOTTOM: 24.78 �A
------------
. . . . . . . . . . . . . . . . . . . / ­N7­
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um n,
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TILI SUE POTHOLE LOC. "J"
ABANDONED- UTIL
U �[`IES_
GRATE INLET
FRAME: 28.77 SUE POTHOLE LOC. "L A
I.E.: 25.82
12" STEEL PIPE
-7 Ag�
25.87 V7P A W7 ')SZ '7A_ , - - i -
GRATE INLET -FROM-SUE 4" METAL PIPE YDRAN 1*
BOTTOM: IELEV.: 27.21 All- 171 CA/
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING STORM DRAIN
28.50-
EXISTING CONTOUR
EXISTING DRAINAGE DITCH/SWALE
EXISTING DROP INLET/APRON DROP INLET
@
EXISTING STORM MANHOLE
EXISTING MONITORING WELL
EXISTING TIE DOWN
x
EXISTING CHAIN LINK FENCE
-0-
EXISTING JERSEY BARRIER
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
GAS - CAS Q%S
EXISTING GAS LINE
-um-um-um-
EXISTING UNDERGROUND COMMUNICATIONS LINE
_uGp_uw_tw_
EXISTING UNDERGROUND POWER LINE
aip - a4p ­ a4p
EXISTING OVERHEAD POWER LINE
EXISTING HYDRANT
EXISTING VALVE BOX
EXISTING POWER/LIGHT POLE
@
EXISTING COMMUNICATIONS BOX
x
SURVEY POINT (SEE SHEET Sl)
'REF. HUB: 29.37
REF. HU
x1s NG
BOTTOM: 25.04 E Is
B: 29.35
1. E.: 25.21
29-
5"
JEF S
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GRATE INLET
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FRAME: 29.72
I.E.: 25.19
�ONCR
I.E.: 25-15
E PRON
BOTTOM: 25. 09 FRAME EL- 28.64
FRAME: 28.06
I.E. 18" CMP(E): 24.96--
I.E.
I.E. 18" PVC IN: 24.45(N)
18" CMP(W): 25.04
BOTTOM: 24.99 I.E. 18" PVC IN: 24.42
'k I.E. 18" PVC._��
I.E. 24" RCP: 24.36"
7
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24
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7
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PAINTED
LIMITS GRATE INLET
57
FRAME: 27.
I.E.: 24.54
BOTTOM: 24.47 GRATE INLET FRAME: 29.73
7'
1. E.: 25.50 mmam-mmum
BOTTOM: 25.41'. _1 r
R
28. _TYPj
P A VEM E N T 0 'A EA T T AREA
('SCHt-N
-29
GRATE INLET
FRAME: 28.62
2
I.E. (N): 25-56 -- --- --
1. E. (S): 25.63 7-
BO
TTOM: 25.52
DASHED TAXIWAY -EIJGE�
29.50
STRIPE
TYP
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tTAXIWAY --*A
2<
2 9
...... AMWAY -EDGE LIGHT. -(TYP-)
GENERAL NOTES:
1. EXISTING CONDITIONS SURVEY FROM THOMAS
& HUTTON, DATED FEBRUARY 10, 2015,
FIELD SURVEY DECEMBER 2014-JANUARY
2015, UPDATED TO REFLECT POST SURVEY
BUILDING DEMOLITION.
2. ALL ELEVATIONS ARE IN NAVD88.
HORIZONTAL DATUM : NAD 83 (2011).
3. BORING LOCATIONS LOGS AND TEST DATA
ARE CONTAINED IN APPENDIX "J" OF THE
SPECIFICATIONS AND ARE FOR
INFORMATIONAL PURPOSES ONLY.
CONTRACTOR SHALL USE DATA AT HIS 0
RISK. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING VERTICAL AND HORIZONTAL
CONTROL FOR THE PROJECT.
4. MONUMENTS, BENCHMARKS, CONTROL POINTS,
AND BASELINES ARE AS SHOWN ON SHEET
si.
5. CONTRACTOR SHALL USE EXTREME CAUTION
WHEN, WORKING IN THE VICINITY OF EXISTING
PREVENT DAMAGE. ANY DAMAGE CAUSED BY
CONTRACTOR'S OPERATIONS SHALL BE
REPAIRED IMMEDIATELY AT THE
CONTRACTOR'S EXPENSE. DAMAGED LIGHTS
AND CANS SHALL BE REPLACED AT
CONTRACTOR'S EXPENSE.
6. FOR SEQUENCE OF CONSTRUCTION, PHASING,
AND SAFETY REQUIREMENTS, SEE "A
SHEETS.
7. SUBSURFACE UTILITY (SUE) INFORMATION
FROM 2015 INVEST1GATION PERFORMED BY
THOMAS AND HUTTON.
ECEiVE'.%
`uimlll.-�ug
BY:-
30 15 0 30 60 9
1 FEEEE-9
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SANITARY MANHOLE
.03
FRAME: 29.76 z
GATE CONTROL BOX
CTI -
I.E.: 27.33
28.75'­
I.E.(CO) 4" PVC: 28.10-9.
DRAINAGE DITCH
DRAINAGE DITCH
WOO
dW _&m _&* 'o- 'im
40 r 5
_x ­:7 48" 60" CMP FLAR
7
HEADWALL 'J
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I.E.: 22.83 w
I.E: 21.76
1 1. .=25.79
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28
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x
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CONCRETE- -RETE GRATE IN v-
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FOUND TION FRAME: 28.62
A ------- �
N' 29,� 30,
27.50
I.E.: 24.60
BOTTOM: 24.47
29-35
x
TION
CON ETE
ANDONE1 DRAINAGE DITCH
AB M NH(
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I.E.=24.70
36" GRINDER STA
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GATE
oe EXISTING PEDE �TR
- 3 - ZEAl ow
URFAPE NINATION
CONTA
0
N
+ S-EE PFC GRATE INLET
-A
INVERT EL: 25.08
4
29.62
ND APPEN! D I X
FLOOR DRAIN FRAME EL: 26.61
FRAME:
BOTTOM: 28.754
w
z
T :3
CONCRETE- 14
A0
S
:c
-1 t uujwN T
w
4 . . . . . . . . . . .
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4
r
1 00-
0�
0', 7+QO
.............
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CR�
F
ATIO -,(TYP.;
L
I.E.=21.72
+
----------
2
CARBN
FA 0
R- CE CONTA, INATI ),!!Im f ago I goo= FLOOR DRAIN , _A, �-8 - GRASS
FRAME: 29.60
2 'OF -,DR
28. 11MITS H Y
AREA 4" RCP
BOTTOM: 29.05
m� I now I.E.=22.85
er,%r,
->r- r -of F MA r7 ati 28
s -.%-
2r
Room
��AND �-APP DIX ow
RCP
24 1
_T
- -------- -------
7
4
2 7. 50
_-VEMEN'T4 E PANS[ON,
-CONCRETE PA
CON'C`RE21FE2?�-Y� NT "OVERLA-Y AREA
-AREA (SCHEDULE 5)
E 4. GRATE INLET
27.01
FRAME:
NOW:-MOVEME N__T AREA
VCP- 22.90(DIRECTION UNKNOWN)
LINE� (TYP. I.E. 8
I.E.: = 22.85
BOTTOM: 22.85
28.75 . .... ....
'8-25, -
r
- ------- --
28.50
2,8 7 2&25
X ..... ... ..........
IWAY'EDG
E
...... 31"X31" VAULT
STRIPE. -P
(Ty -
TAXIWAY
PAP
...........
28-75
'2
r
.. ........
28. 50
*.V
- 4
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
mmmmmmmm
EXISTING STORM DRAIN
28.50-
EXISTING CONTOUR
EXISTING DRAINAGE DITCH/SWALE
EXISTING DROP INLET/APRON DROP INLET
@
EXISTING STORM MANHOLE
EXISTING MONITORING WELL
EXISTING 71E DOWN
x
EXISTING CHAIN LINK FENCE
EXISTING JERSEY BARRIER
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING GAS LINE
EXISTING UNDERGROUND COMMUNICATIONS LINE.
_uw-uw-uw-
EXISTING UNDERGROUND POWER LINE
EXISTING OVERHEAD POWER LINE
EXISTING HYDRANT
EXISTING VALVE BOX
EXISTING POWER/LIGHT POLE
EXISTING COMMUNICATIONS BOX
SURVEY POINT (SEE SHEET Sl)
GENERAL NOTES,_
1. EXISTING CONDITIONS SURVEY FROM THOMAS
& HUTTON, DATED FEBRUARY 10, 2015,
FIELD SURVEY DECEMBER 2014-JANUARY
2015, UPDATED TO REFLECT POST SURVEY
BUILDING DEMOLITION.
2. ALL ELEVATIONS ARE IN NAVD88.
HORIZONTAL DATUM : NAD 83 (2011).
3. BORING LOCA11ONS LOGS AND TEST DATA
ARE CONTAINED IN APPENDIX it J" OF THE
INFORMATI)NAL PURPOSES ONLY.
CONTRACTOR SHALL USE DATA AT HIS OWN
RISK. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING VERTICAL AND HORIZONTAL
CONTROL FOR THE PROJECT.
4. MONUMENTS, BENCHMARKS, CONTROL POINTS,
AND BASELINES ARE AS SHOWN ON SHEET
si.
5. CONTRACTOR SHALL USE EXTREME CAUTION
WHEN WORKING IN THE VICINITY OF EXISTING
UNDERGROUND CABLES AND LIGHTS TO
PREVENT DAMAGE. ANY DAMAGE CAUSED BY
CONTRACTOR'S OPERATIONS SHALL BE
REPAIRED IMMEDIATELY AT THE
CONTRACTOR'S EXPENSE. DAMAGED LIGHTS
AND CANS SHALL BE REPLACED AT
CONTRACTOR'S EXPENSE.
S. FOR SEQUENCE OF CONSTRUCTION, PHASING,
AND SAFETY REQUIREMENTS, SEE "A"
SHEETS.
k.-cl= lvtz I
Jlu iihl;�lll 0 i�­Jll -
Y.
30 15 0 30 60 90
SCALE IN FEET
1 "= 30 #
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LEGEND
GENERAL NQES 71
EXISTING CONCRETE PAVEMENT
1. EXIS11NG CONDITIONS SURVEY FROM THOMAS & HUTTON, DATED EXISTING BITUMINOUS PAVEMENT
FEBRUARY 10, 2015, FIELD SURVEY DECEMBER 2014-JANUARY 2015, __.]
UPDATED TO REFLECT POST SURVEY BUILDING DEMOLITION. EXISTING STORM DRAIN
41 2. ALL ELEVA11ONS ARE IN NAVD88. HORIZONTAL DATUM : NAD 183 (2011). 2&50- EXISTING CONTOUR
It /,_ I I E.=27.11 3. BORING LOCATIONS LOGS AND TEST DATA ARE CONTAINED IN APPENDIX EXISTING DRAINAGE DITCH/SWALE
It 1 30 15 0 30 60 90 "J" OF THE SPECIFICATIONS AND ARE FOR INFORMATIONAL PURPOSES EXISTING DROP INLET/APRON DROP INLET
If ONLY. CONTRACTOR SHALL USE DATA AT HIS OWN RISK. CONTRACTOR IS
@ EXISTING STORM MANHOLE
RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL CONTROL
SCALE IN FEET FOR THE PROJECT. EXISTING MONITORING WELL
I.E.=26.40 1 30" 4. MONUMENTS, BENCHMARKS, CONTROL POINTS, AND BASELINES ARE AS EXISTING TIE DOWN
SHOWN ON SHEET S1. EXISTING CHAIN LINK FENCE
CONCRETE -
bit
STORM MANHOLE 5. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN THE EXISTING JERSEY BARRIER
0
A ­
VICINITY OF EXISTING UNDERGROUND CABLES AND LIGHTS TO PREVENT
FRAME: 29.70
00 M 'P EXISTING WATER LINE
I.E. 72 DAMAGE. ANY DAMAGE CAUSED BY CONTRACTOR"S OPERATIONS SHALL
BE REPAIRED IMMEDIATELY AT THE CONTRAC
I.E.=27.27
RCP(N): 14.00 TOR"S EXPENSE. DAMAGED EXISTING SANITARY SEWER LINE
LIGHTS AND CANS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
RCP(E). 14.00 60" RCP OAS- GAS- M- EXISTING GAS LINE
40
RCP(S): 14.004- (STUB OUT) TION, PHASING, AND SAFETY
6. FOR SEQUENCE OF CONSTRUC EXISTING UNDERGROUND COMMUNICATIONS LINE
BOTTOM: 14.00
REQUIREMENTS, SEE "A" SHEETS.
Z
EXISTING UNDERGROUND POWER LINE
co i
29.
7. SUBSURFACE UTILITY (SUE) INFORMATION FROM 2015 INVESTIGATION EXIS'nNG OVERHEAD POWER LINE
'In
PERFORMED BY THOMAS AND HUTTON.
I.E. 26.41
EXISTING HYDRANT
�T
119,
EXISTING VALVE BOX
1-72", RCP
EXISTING POWER/LIGHT POLE
EXISTING COMMUNICATIONS BOX
ABANDONED
SURVEY POINT (SEE SHEET S1)
1. E. 26.79 20+ PAIR
OWL
op- (wp- ow- ow- I E.=27.01 CABLE
BUNDLE
U11- ss UGC
ss
ss
2975---
ss SANITARY MANHOLE
6ONC. STORM MANHOLE FRAME: 29.62
SANITARY MANHOLE
FRAME: 28-98 I.E. 8" PVC: 23.10
ss _zz11uQ_
SANITARY MANHOLE
SR- 1112
-K
,SUE POTHOLE LOC. "A" I.E. 48" RCP4. 16.08 FRAME: 29.91 S. DRIVE SANITARY SEWER
QqwoT
I.E. 60" RCP: 14.75 v 29�',
8" D.I.P._'�_ I.E.: 21.67 ROADWAY 60* R/ 2 FRAME: 29.12
ELEV.: 2205 I.E.: 23-97
I.E. 72" RCP: 14.33
TOP D.I.P.: 26.20
-29-50
8.
75 SUE POTHOLE LOC. "G" PARALLEL WITH
9.25
3 RED PIPE
REF. HUB: 29*64, BOTTOM: 14.53
2
SEWER
ELEV.: 22.25
ELEV.: 25.56 109. 10,
TOP 8" STEEL PIPE IE- 275
'y 60*
or 9 5 OAL)
'28 T I - ,
-N\
AftE-A TRA SW REF. PK NAIL: 29.05
ASS
(NODO
SUE POTHOLE �7 .50-
WA
LOC. '13 5
I.E.: 8
8" D-I-P We
29 75
RLINE
WATE
ELEV.: 26.1 29
8" DIP
REF. HUB- 29.73
4
0.25
8.50 s
4
UE POTHOLE LOC. TOP 5 D.I.P.
LOC. "C"
CONCREIE SUEPOTHOLE LOC. "D"
ELEV.: 25.66
6" STEEL PIPE
REF. HUB: 28.90s
CABLE BUNDLE GRATE INLET ELEV.: 27.06 TIONA
ONDA
REF. HUB: 29.22 ELEV.: 26-34 FRAME: 27.47
GR
ATE INLE
REF. HUB: 28.87 T
I.E.: 24.71 (IN)
FRAME: 28.03
I.E.: 243
2(OUT),
LE: 25.58
GRASS WO AREA
BOTTOM: 24.78
BOTTOM- 25.67
SUE POTHOLE LOC. "Ell
co
'29-25
ELEV.: 24.53
F77
LE 18" RCP: 24.76
TOP 12" D.I.P.
6
SEWER MANHOLE
lip
REF. HUB- 28.83
E
FRAME.: 98.88
SANITARY MANHOL
dw
I.E.: 26.73
FRAME: 29.48
LL/P,,UMP H
I.E.: 26.92
OUSE
CONC*,,
DRAINAGE DITCH
I.E.(CO): 27.5
<
ETA FRAME.: 29.86
4tt)f N�, G<
GRASS
AREA
RASS
G
'30
AREA 130TTOM: 24.16,- CONCRETE
FULL OF WATER
FOUNDATION-�'
L.Lj F.
SEWER MANHO
Ail I'
0, 2
SEWER
Z Z.- 29' LE
FRAME.: 29.91'
LL
FRAME.: 2S
1.30'
BOTTOM: 24.13
FULL OF WATER
I.E.: 26.87
SEWER GRATE
FRAME.: 29.50
GRASS
'AREA
TOP 6" PVC: 27.50
H DRAINAGE DITC' BOTTOM: 24.75
lie- W
C3
z
I.E.=26.07
I.E.=25.45 ------
LL.
GRATE INLET'-.
FRAME: 27.81
GRATE INLET
A�IIVN E. OUT: 24.
AREA
AL LE. IN: 25.83
W L FRAME: 28-27
GRATE INLET
25.06-,
I.E.: 25.06"
FRAME: 28.41
BOTTOM: 25.01 I.E.(S): 24.78
�FOURDA 1�
I.E.(W)- 25.13
,CONCRETE G AS
FOUNDATION E V.;
LE .(NE): 24.51 45
BOTTOM: 24.61
BOTTOM: 24.32
7
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Project No. 3301-1303
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SEE SHEET EX6
18?" RCP TO 's
EET -G `6
SEE $H`
SANITARY MANHOLE'
'OR PROP -TE
f OSED BE,., EX NbEb.
FRAME: 28-63-
T
MANHOLE EE. SHEE
GRASS
REMOVE PIPES, 2-MANHOLES PVC: 25.59
I.E. 8.
AREA
(INCLUDING CONCRETE APRON)
LOCATION.
yea,
1-INLET AND "L" SHAPED
0hp omp ss
ENDWALL, AND MISCELLANEOUS
0 0 STORM WATER STRUCTURES.
4� METAL -RAIL FENCE an a A
REMOVE EXISTING
(SCH 111)
HEADWALL (SCH 111)
REMOVE EXISTING Bit ON In
CONC. .............. 0. m . ... . ...
J
PAD W/ A/C 1ASPHALT PAVEMENT AS PLUG ABANDONED.
NECESSARY FOR STORM Z
WATER LINE.
UNITS
EDGE OF DRAINAGE REMOVAL
am—d" d�n Jon (SCH 11)
CUSTOMS BUILDING AND INSTALLATION. UC�C On _0
REMO�
REMOVE EXISTING
BRICK & ALUMINUM (SCH 1 ;01 'S
OF -UP TREAM
APPROXIMA*L)
—w—W -Pt.PE- TO REMAIN GRASS
36" PIPES
2
BL . . . : AREA
65' OF
40, -CONNECTED-30 THE'--
;-401 o-�41) HEADWALLS.
OWER
GRASS -ORE.* -PIPE RCP/CM
-UNDEROROUND,P I
STRUCT IP
(SEE SHEE
AREA AND -COMMVNICATIONS J
TO� BE PLUGOED. OVERHEAD -POWER AND REMOVE�- EXI NG"". T1
ABANDONED.,
G5 FOR
HEAD LL,
--"POLES TO BE -REMOVED-
REMOVE AS t4EEDED - ABANDONED
REMOVAL
GUARDRAIL,
-RUG'POR BY OTHERS (T-Y-:P & -�vc.
x FOR CONST U_ WATER
LIMIT)
LINE
30 h)
-ING
-REMOVE EXIST
ss "an
xlsi�i G
LK-A -REMOVE
PHASf . NG_ -RE VE 'EXISTIN.G (SCH
16
FENCE. SEE -REM OVE"APPROXIMATELY. -26'. Im
��,PEMOVE
MP SEE SHEET-G5'
'PLAN AND --NOTE'3.' RCP/C J z
REMOVE E 8 CONCOE S4DEWA
017� 1�p
D
PAD EXISTING 6'
CONC. HIGH 2C SWIN (SCH-- 24�` GRIM ER s T-An - ON
NSTAI: IN- Ox
FOR- REMOVAL 0MITS).,KUG-
GATE. REI W/CONTROL -8
If - . . , - - . . DOWNSTREAM PIPES.-: (SCH:-_ IT OVIP
------- HIGH GATE. S
BAND (SCH
.(A A
W/GENERATOR x x X_ X_ ------ ONED) A])
.................................... x— X_ X_ X_ x x x— X M
- — - — - — - — - — - — - — - — — A�
------------------------------------ -o-vc.coscRErc: ------------- * ------
E 3w - — - — - — - — - — - — - — - - — - x
ss
8" METAL -RAIL FENCE ss
REMOVE LIGHT POLE VAULT,(SCH 11) GRASS ------ \ ., REMOVE CONCRETE
FOUNDATION (SCH 11) + REMOVE ALL
SEE SHEET G5 AREA ABANDONED UTILITIES VAULT (SCH 11) ABANDONED
FOR END OF PIPE REMOVE A133AND04ELD GRINDER
AS REQUIRED FOR x A
REMOVAL LIMIT N
- — - — - — - — - — - — . . . . . . . . . . . . . . . .
................................................ H N T (SCH 11) STATION
CAM . . . . . . . . . . . . . . . . . . . .
— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - —
------ CONSTRUCTION.
REIEMO EMOVE7 E -ISTING- JERSEY BAR X EXISTIN&
D
'AN
'POST. (SCH 11) x
IERS ETA X_xxXzz x
L x
RELOCA", CRETE (SCH 1)
_R-_EQJ1_1RE6, FOR REMOW ALL'
: 1 il, - 'AB I :, I
ED' IT PL
ANDOq H M
N .-TE '.,FOy`ND REMOVE ..EXIS nNG
ORE ION -
RtMd`Vt,EXIS'
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A LY
APPROXI EY - BARRIERS
u
SC. x
SEE, KOTE '3�;� I'
W
BA, �STA�., 4+95.?9
W
Off.-16,3 4VI,._
0
AREA or POO SED
0
CRETE +
'BITUMINOUS
VARIABLE DEPTH MiLUN G
-EXI "NG 9 cow
0 R (0
TION TUmIftUS 0
AVEMENT TO BE OVERLAID AY WITH'�
-'TRANS1
FOR
r- Ain :I
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EXI TING
-GRATES_- z
4 3:
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09-
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=1+00 0�
BA E
r
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------------- ��:.
CUSTOMS BOX.
DO NOT ENTERI I
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Em
ovE.,EX
­�,KGRATES
ING
IST'ING
t
'R mo
ES RjV
7'
'MOVEMENT AREA-
-N
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0�,
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-Z
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T -IWAY-
. . -:E Z
-DASHED _ED�;E
_(TYP
PLACEMENf-Or 10.' 'OVERLAY. STRIPE
Fn
.7 7.
T
VARIABLE- PEPTH. MILLING
EXISTING- -BITUM
V
E
'S
G
R
EE S
5 FOR
EMOV
H
A
EE
T
L
�EM
�_A
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(SCH I
0-
�PAVEM
ENT TO BE OVEMLAIb
-LIGHT
....... ......
TAXIWAY EDGE�
FOR'-- TRANS1110N
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING PAVEMENT TO BE MILLED
VVXM
EXISTING CONCRETE PAVEMENT TO BE REMOVE
m m im = m m
EXISTING STORM DRAIN
... . ...
EXIS71NG DRAINAGE DITCH/SWALE
[m =
EXISTING DROP INLET/APRON DROP INLET
@
EXISTING STORM MANHOLE
EXISTING MONITORING WELL
EXISTING TIE DOWN
EXISTING CHAIN LINK FENCE
EXISTING JERSEY BARRIER
EXISTING WATER LINE
EXIS11NG SANITARY SEWER LINE
EXISTING GAS LINE
EXISTING UNDERGROUND COMMUNICATIONS LINE
_uW_uW_uGp_
EXISTING UNDERGROUND POWER LINE
aip — Oif, — omp
EXISTING OVERHEADPOWER LINE
EXISTING HYDRANT
EXISTING VALVE BOX
EXISTING POWERAIGHT POLE
lei
EXIS11NG COMMUNICATIONS BOX
milifflZmamm
1. CONTRACTOR SHALL REMOVE ALL EXISTING TIE
DOWNS WITHIN THE PROJECT AREA. SEE DETAIL
ON SHEET D1.
2. MILLING OF EXISTING BITUMINOUS PAVEMENT
SHALL BE TO A DEPTH TO ALLOW THE
PLACEMENT OF 2" OF NEW BITUMINOUS
SURFACE COURSE. DEPTH OF MILLING IS
VARIABLE AND DEPENDENT ON PROPOSED
FINISH GRADES. SEE G SHEETS AND SHEET D3.
AREAS OF VARIABLE DEPTH MILLING FOR
TRANSITIONS AS SHOWN ON THE PLANS ARE
APPROXIMATE. CONTRACTOR SHALL CONFIRM
DEPTH AND UMITS OF PAVEMENT MILLING
BASED ON FIELD SURVEY AND COORDINATE
MILLING LIMITS AND DEPTH WITH RESIDENT
PROJECT REPRESENTATIVE AND ENGINEER. ALL
MILLING WILL BE MEASURED AND PAID FOR ON
A SQUARE YARD BASIS. THE AREA OF MILLED
PAVEMENT WILL BE PAID FOR ONCE
REGARDLESS OF THE NUMBER OF PASSES
NECESSARY TO ACHIEVE MILLED SURFACE
GRADE NECESSARY TO PLACE 2" BITUMINOUS
SURFACE COURSE AND ACHIEVE FINISHED PLAN
GRADES.
3. FENCE AND GATE REMOVAL SHALL BE CLOSELY
COORDINATED WITH AIRPORT AND ENGINEER IN
ACCORDANCE WITH THE PHASING PLANS.
CONTRACTOR SHALL BE REQUIRED TO MAINTAIN
A SECURE AOA PERIMETER (8' CHAIN LINK
FENCE WITH 3-STRANDS OF BARBED WIRE) AT
ALL TIMES DURING THE WORK, WHETHER BY
MAINTAINING EXISTING FENCING/BARRIERS, OR
INSTALLING NEW FENCING/BARRIERS, OR BY
RELOCATING EXISTING BARRIERS.
4. REMOVAL OF EXISTING DRAINAGE PIPE AND
DRAINAGE STRUCTURES SHALL BE CLOSELY
COORDINATED WITH THE ENGINEER IN
ACCORDANCE WITH THE PHASING PLANS.
CONTRACTOR SHALL BE REQUIRED TO MAINTAIN
DRAINAGE OF UPSTREAM AREAS (CUSTOMS
APRON) AT ALL 11MES DURING CONSTRUCTION
TO AVOID FLOODING.
m�
E
u
BY:
30 15 0 30 60 90
SCALE IN FEET
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I.E.(CO) 4�" PVC: 28.10 ; n : ND HEADWALLS. :
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{SCHEDULE I}— �.
LEGEND
.
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING PAVEMENT TO BE MILLED
EXISTING CONCRETE PAVEMENT TO BE REMOVE
EXISTING STORM DRAIN
EXISTING DRAINAGE DITCH/SWALE
EXISTING DROP INLET/APRON DROP INLET
103
EXISTING STORM MANHOLE
EXISTING MONITORING WELL
EXISTING TIE DOWN
x
EXISTING CHAIN LINT{ FENCE
EXISTING JERSEY BARRIER
— �---—
EXISTING WATER LINE
EXISTING SANITARY SEINER LINE
cAS
EXISTING GAS LINE
EXISTING UNDERGROUND 'COMMUNICATIONS LIME
u
EXISTING UNDERGROUND POWER LINE
aiC"p p
EXISTING OVERHEAD POWER LINE
EXISTING HYDRANT
EXISTING VALVE BOX
EXISTING POWER/LIGHT POLE
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2 ,. . � - . .I_�. I I . _� . -I - . - • . .. $s , ----UC__U---I, FRAME: 29.62
.I SANITARY MANHOLE --________I.E. 8"PVC: 23.10
- .. . I .. _ - FRAME: 29.91 ASK .RIVE' , J - 1312, . . I _�_-
. .E.: 21.67 (MCDOT ROADWAY 60`R/V) I - 4__
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DEMOLITION NOTES
1. CONTRACTOR SHALL REMOVE ALL EXISTING TIE DOWNS WITHIN THE PROJECT AREA. SEE DETAIL ON SHEET
D1. 1
2. MILLING OF EXISTING BITUMINOUS PAVEMENT SHALL BE TO A DEPTH TO ALLOW THE PLACEMENT OF 21" OF
NEW BITUMINOUS SURFACE COURSE. DEPTH OF MILLING IS VARIABLE AND DEPENDENT ON PROPOSED
FINISH GRADES. SEE G SHEETS AND SHEET D3. AREAS OF VARIABLE DEPTH MILLING FOR TRANSITIONS AS
SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM DEPTH AND LIMITS OF
PAVEMENT MILLING BASED ON FIELD SURVEY AND COORDINATE MILLING LIMITS AND DEPTH WITH RESIDENT
PROJECT REPRESENTATIVE AND ENGINEER. ALL MILLING WILL BE MEASURED AND PAID FOR ON A SQUARE
YARD BASIS. THE AREA OF MILLED PAVEMENT WILL BE PAID FOR ONCE REGARDLESS OF THE NUMBER OF
PASSES NECESSARY TO ACHIEVE MILLED SURFACE GRADE NECESSARY TO PLACE 2" BITUMINOUS SURFACE
COURSE AND ACHIEVE FINISHED PLAN GRADES.
3. FENCE AND GATE REMOVAL SHALL BE CLOSELY COORDINATED WITH AIRPORT, AND ENGINEER IN
ACCORDANCE WITH THE PHASING PLANS. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SECURE AOA
PERIMETER (81 CHAIN LINK FENCE WITH 3-STRANDS OF BARBED WIRE) AT ALL TIMES DURING THE WORK,
WHETHER BY MAINTAINING EXISTING FENCING/BARRIERS, OR INSTALLING NEW FENCING/BARRIERS, OR BY
RELOCATING EXISTING BARRIERS.
4. REMOVAL OF EXISTING DRAINAGE PIPE AND DRAINAGE STRUCTURES SHALL BE CLOSELY COORDINATED
WITH THE ENGINEER IN ACCORDANCE WITH THE PHASING PLANS. CONTRACTOR SHALL BE REQUIRED TO
MAINTAIN DRAINAGE OF UPSTREAM AREAS (CUSTOMS APRON) AT ALL TIMES DURING CONSTRUCTION TO
AVOID FLOODING.
SANITARY MANHOLE
FRAME: .29.12
I.E.: 23.97
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EXISTING MONITORING WELL
x
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x I
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EXISTING JERSEY BARRIER
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LEGEND
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING STORM DRAIN
28.5
EXISTING CONTOUR
-
EXISTING DRAINAGE E DITCH SWA f .E
EXISTING P DRO INLET APRON DROP INLET
1 D LET
EXISTING MONITORING WELL
x x
EXISTING FENCE
— —
EXISTING WATER LINE
EXISTING SANITARY ',SEWER LINE
EXISTING GAS LINE
EXISTING COMMUNICA11ONS LINE
EXISTING UNDERGROUND POWER LINE
EXISTING OVERHEAD POWER LINE
PROPOSED CONCRETE OVERLAY
PROPOSED BITUMINOUS TRANSITION
PROPOSED BITUMINOUS LEVELING
ism
PROPOSED PULL DEPTH CONCRETE SECTION
PROPOSED STORM DRAIN
211
PROPOSED CONTOUR
13-
PROPOSED: SILT FENCE
NOTES: (SEE ALSO SEQUENCE OF _CONSTRUCTION. ON
SHEET A5
1. SEE SHEET D1--D3 FOR PAVEMENT SECTIONS AND
DETAILS.
2. SEE SLEETS X1--X3 FOR FINISHED GRADE CROSS
SECTIONS.
3. SEE SHEET EC1 FOR EROSION AND SEDIMENT
CONTROL DETAILS.
SEE SHEETS G4--G10 FOR STORM DRAIN PIPE
INSTALLATION.
FOR JOINT LAYOUT AND ELEVATIONS SEE SHEETS
J1--J2.
PROPOSED CONTOURSON
ARE THE FINISHED GRADE CONTOURS AFTER
COMPLETION
eN _ ALL
PAVING.
PRIOR TO PLACEMENT OF BITUMINOUS BOND
BREAKER
r: as. AND
CONCRETE
:R PAVEMENT,
CONTRACTOR CLEAN AND
SWEEP OFF
PAVEMENTEXISTING
BITUMINOUSEXISTING
PAVEMENT
R_ -..-
FOLLOVWNG L BITUMINOUS
.
BREAKER OR BITUMINOUS LEVELING SHALL BA
PLACED,
. AS
�y
i / £ }.� (
_ c
f f .. i
-
..- ode' A
� D BREAKER OR LEVELING AS NEEDED
_ ..
t7� I€..
PAVEMENT.0 CONSTRUCT TRANS111ONS AS SHOWN
ON THESE SHEETS AND DETAILS
11. s COMPLETION
OF
DEPTH PAVEMENT
(WHEREREMOVAL INDICATED), SUBGRADE
SHALL BE FINE GRADED,
. i it O O '
COMPACTED AND PREPARED FOR PLACEMENT OF
P-304 STABILIZED BASE COURSE. IN AREAS OF
APRON EXPANSION (SCHEDULE V) CONTRACTOR
l CEMENT —TREAT
1. PROPOSED
i PAVEMENT
SUBGRADE TO A DEPTH OF 12" PER
SPECIFICATIONS (P-301) PRIOR TO CONSTRUCTING
!'. 0 / AND P-501.
12. THE SUBGR1 Ds BE COVERED WITH AN
STABILIZED
COURSE jj
i is '( PLACED
. L ONE LIFT. THE
STABILIZED BASE COURSE SHALL PLACED,
GRADED, COMPACTED AND TESTED IN
ACCORDANCE
Or 1 SPECIFICATIONS.
13. THE CONTRACTOR
'` SHALL OPERATIONS
TO MINIMIZE THE TIME THE SUBGRADE IS
EXPOSED TO POSSIBLE WEATHER. AS SOON AS
SUBGRADE HAS BEEN CEMENT TREATED, FINE
GRADED, COMPACTED AND ACCEPTED, THE
CONTRACTOR SHALL COMMENCE PLACEMENT OF
THE STABILIZED
i BASE
i COURSE.
14. THE CONTRACTOR SHALL MAINTAIN k MINIMUM OF
TWO PUMPS ON SITE TO DE —WATER
EXCAVATIONS, MILLED AREAS, AND OTHER
TEMPORARY
r AREAS.
Rk 1: MINIMUM OF ONE
PUMP
SHALL
. RUN
DURING
w.. EVERY RAIN
, TO
PREVENT
tlr:: ANY
STANDING
D WATER
EXCAVATED OTHER
, AREAS.
r L SECOND
PUMP
SHALL BE PROVIDED ONSITE L ''
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Date
MAY 2015
Scale
1 --• 30*
Drawn
PCC
Checked
ABM
Project No.
i3®1--1303
Sheet No.

LEGEND
F­4
Cn x Fw4
EXISTING CONCRETE PAVEMENT
z
110
V� z to
EXISTING BITUMINOUS PAVEMENT OR
2�'75
Z'
TING STORM DRAIN
EXIS
s
X 50
_J( JJ
ss- a-
Z
w
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0 z
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0
EXISTING DRAINAGE DITCH/SWALE a-
--mL4M P
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ITIN
NOF
z
F
EXISTING DROP INLET/APRON DROP INLET
4,2
z
z
EXISTING MONITORING WELL
00 EXISTING FENCE
2 'o
7.5
- ----- -27,75 EXISTING WATER LINE
K
-93 3$- z
_F f EXISTING SANITARY SEWER LINE
INSTALL SILT FEN ij, ------
28.25,-"
­28,75 2 inn
E.
8.50
­/v
EXISTING GAS LINE
SEE DETAIL ON w
-19
0
SHEET EC1. (SCH 111) Z >_
EXISTING COMMUNICATIONS LINE
Tlt PROPOSED FENCE
0
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v
FOR EXISTING STORM DRAIN uw- ucp uw
'ER LINE z
K
-TI V SA STA: 9+07.98 EXISTING UNDERGROUND POW
70
29-00 0
Ovq INFORMATION SEE SHEETS
X­ 0
OFft'. 222.611
EX1-EX3. EXISTING OVERHEAD POWER LINE
z
w
6w OVERLAY
SEE DETAIL ON
INSTALL Sll_�_ FENCE-.,,
olip- PROPOSED CONCRETE
x
PROPOSED DRAINAGE low SHEET EC1.*(SCH 11)
PIPE. SEE SHEETS PROPOSED BITUMINOUS TRANSITION z
z
G4-G10. 29-25
PROTOSED w ul
U-
PROPOSED BITUMINOUS LEVELING
x 0
APRONIAREA FS
8,50,
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X_ x X= X X x x 49 - N L HT CH 1) tacr_��OF=w
a __u %
w z
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-AREA-LIGHLJ§
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Cr
z
29.50
w
im m
0
Ca
PROPOSED SILT FENCE z 0 w
Te.
p
INSTALL NEW 20
ir
Z woi�w
wo w 'r-
SEQUENCE QF CONSEQUON ON SHEET
'77 29-25
N EE ALS
SWING GATE PER 75"
0
0 r-
w DETAIL ON
A J5
P
SHEET Fl.
27
-D3 FOR PAVEMENT SECTIONS AND
1. SEE SHEET Dl
(SCH 1)
DETAILS.
411,
sms
A�41
2. SEE SHEETS Xl-X3 FOR FINISHED GRADE CROSS
"d
x 41
3C
SECTIONS.
X1
26.75-­
-7'
3. SEE SHEET EC1 FOR EROSION AND SEDIMENT
. . . . . . CONTROL DETAILS.
V)
z
Z
0
4. SEE SHEETS G4-G10 FOR STORM DRAIN PIPE
V)
>
tn
p LU
1 5. R JOINT LAYOUT AND ELEVATIONS SEE SHEETS
INSTALLATION.
dko
ry-
Jl J2.
6. PROPOSED CONTOURS SHOWN ON THIS SHEET ARE
k
THE FINISHED GRADE CONTOURS AFTER COMPLETION
G M TORIN
'N OF ALL PAVING.
R
WEL6
NAL GRADE.
'y
O F
7. PRIOR TO PLACEMENT OF BITUMINOUS BOND BREAKER
�-DETA L ON
'14EET Dl. AND CONCRETE PAVEMENT, CONTRACTOR SHALL CLEAN
S
AND SWEEP OFF EXISTING PAVEMENT AND FILL
00
CRACKS IN EXISTING BITUMINOUS PAVEMENT IN
w
C
ONSTRUCTION LIMITS.
A
z z
8. FOLLOWING CLEANING, 1" BITUMINOUS BOND BREAKER
uJ
OR BITUMINOUS LEVELING SHALL BE PLACED, AS <
z w
INDICATED.
0
7
W > a
0
44 GRADE 9. AFTER BOND BREAKER OR LEVELING (AS NEEDED) w
Z
0 Z
'C PAVEMENT. a_ -ftk r-1
-
EXISTING
CONTRACTOR SHALL PLACE 9" P-501 P <
C4
HANGAR SLAB EDGE (5% M AX.)
W AND INSTALL SOD. SEE PAVEMENT 10. CONSTRUCT BITUMINOUS TRANSITIONS AS SHOWN ON u-
0 w
AILS ON SHEET DI-D3.
ETAIL ON SHEET Dl. zxz z 0
-0400- 11+00
O%a Cq
o-
0 x
11. UPON COMPLETION OF FULL DEPTH PAVEMENT
(n 4p
PW LJ6J
< ry
REMOVAL (WHERE INDICATED), THE SUBGRADE SHALL
0 w
z 0 < z
w
BE FINE GRADED, PROOFROLLED, COMPACTED AND
0
uJ
BILIZED
--- --------
+
%ft00'
zz
BASE COURSE. IN AREAS OF APRON EXPANSION
z
0
TOR SHALL CEMENT -TREAT z
<
Lu
t
T SUBGRADE TO A DEPTH OF
<1 Z
777, 0:2 w z:
12" PER SPECIFICATIONS (P-301) PRIOR TO Z 0-
"%.W %woo
CONSTRUCTING P-304 AND P-501.
:3 r
F
ui
INSTALL SOD.
12. THE SUBGRADE SHALL BE COVERED WITH AN 8" (SCH
0--i
V) OR 12" (SCH 1) STABILIZED BASE COURSE (P-304)
Z
PLACED IN ONE LIFT. THE STABILIZED BASE COURSE
no ask,
SHALL BE PLACED, GRADED, COMPACTED AND TESTED
IN ACCORDANCE WITH SPECIFICATIONS. ui
ago
Cv V)
30
13. THE CONTRACTOR SHALL SCHEDULE OPERA ONS TO
MINIMIZE THE 11ME THE SUBGRADE IS EXPOSED TO
WA.
CV cy POSSIBLE WEATHER. AS SOON AS SUBGRADE HAS
%v ----------
, FINE GRADED, COMPACTED
AND ACCEPTED, THE CONTRACTOR SHALL COMMENCE
9D
BILIZED BASE COURSE.
7.
14. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TWO
.........
02
PUMPS ON SITE TO DE -WATER EXCAVATIONS, MILLED
-D T
-OP-OSE
PR AREAS, AND OTHER TEMPORARY LOW AREAS. A
/Z k1l
MINIMUM OF ONE PUMP SHALL RUN DURING EVERY
R
so
PUMP SHALL BE PROVIDED ONSITE AS A BACK-UP.
E T D- 2.--- THER LOW AREAS. A SECOND
8' WTH' B'I*TV �Ous
ANY STANDING WATER WITHIN
-.DE- 98.25,
26
Date
MAY 2015
Scale
28.
-2
"I . ...... 1" 30"
Drawn
28,75,
PCC
Checked
X.
ABM
Ry.
T-AXIWAY- W ................................... . . . .
Project No.
. . . . . .. 3301-1303
'B R t:A k
RA us
BITUMINO
No.
75��
5
DGE. -TRAN
$jTION'LIMITS. - 30 15 0 30 60 90 Sheet
_.E 01
�,WAY'
F�A.%;/E
SCALE IN FEET
1 30
--28.25
-2&50 - -- ------- . ......... . .....

LEGEND
to 0 _J
0 to
00
EXISTING CONCRETE PAVEMENT
A'
0 to
k� kVv
Z
LNIA EXISTING BITUMINOUS PAVEMENT
5
'�AM-42 -a4O
X_
<C= x �7
EXISTING STORM DRAIN
uW
z
Z
7�- W
0
S11NG CONTOUR aj
7=--- Z�
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28-25 ........
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EXISTING DRAINAGE DITCH/SWALE C)
4�
tp
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z
m?� vmv MT EXISTING DROP INLET/APRON DROP INLET
z
z
EXISTING MONITORING WELL
_77 . ......
_x-x
EXISTING FENCE
x
'27-50-
J
27.75
EXIS11NG WATER LINE
EXISTING SANITARY SEWER LINE ry) Z
SILT FENCE. 40
2&75
28.25
SEE DETAIL ON 7`�
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rn cc
EXISTING GAS LINE V_
SHEET EC
1. (SCH 111)
W
um
EXISTING COMMUNICATIONS LINE z
2&25
Q
FOR EXISTING STORM DRAIN
La
uW-uW-uGp-
con A z
K INFORMATION SEE SHEETS EXISTING UNDERGROUND POWER LINE z
29-00 k
tibb-
EX1-EX3. -OW- 04P- WP- 0
28.50 f V_
-29.25
p on EXISTING OVERHEAD POWER LINE 00
_J z
INSTALL SILT FENCE.
ow -ow-" Aa PROPOSED CONCRETE OVERLAY
PROPOSED DRAINAGE 11-4 SEE DETAIL ON
TION
APRON AREA LIGHT. PROPOSED BITUMINOUS TRANSI zi
PIPE. SEE SHEETS SHEET EC1. (SCH 11)
G4-G10. z
29.25 SEE SHEETS E-1 OLIL W LLJ
x PROPOSED BITUMINOUS LEVELING 0 (n
k"' THROUGH E-5 AND D
MCI 2&5 ST-1.
z
TION
PROPOSED FULL DEPTH CONCRETE SEC
X X x x f x x WON. X It
2r WtAJ z (n
a- -3tz -
PROP
0�-ZCL 00
OSED STORM DRAIN
29.30
0 z
zd:0 0
PROPOSED CONTOUR < z Ln
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0 0 ca
0 PROPOSED SILT FENCE Z. cr_ 0
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0 (L
U4
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NOIES: SO SEQ JENCE )F CON 3TRUCT-ION QN SHEET
L_J Co W
_m 27'75
co 0
W
A51
.... . .......
37777t-�� -1
27.50
Z
1 SEE SHEET DI D3 FOR PAVEMENT SECTIONS AND
DETAILS.
_7
:77
<
2. SEE SHEETS X1 -X3 FOR FINISHED GRADE CROSS
-2F
SECTIONS.
all
4;
26.75,
z
SHEET EC1 FOR EROSION AND SEDIMENT CONTROL
A
DETAILS.
z,
�Z __� NNE
gL 3. SEE
z 0,
v
51 1 11
IM
mg
MIMI 410
Z
-G1 0 FOR STORM DRAIN PIPE
4. SEE SHEETS G4
(n
5. FOR JOINT LAYOUT AND ELEVATIONS SEE SHEETS Ji-J2. >
6. PROPOSED CONTOURS SHOWN ON THIS SHEET ARE THE
FINISHED GRADE CONTOURS AFTER COMPLE11ON OF ALL
PAVING.
7. PRIOR TO PLACEMENT OF BITUMINOUS BOND BREAKER 0
z
AND CONCRETE PAVEMENT, CONTRACTOR SHALL CLEAN
L
AND SWEEP OFF EXISTING PAVEMENT AND FILL CRACKS W
TION
IN EXISTING BITUMINOUS PAVEMENT IN CONSTRUC
Too.
LIMITS.
V)
8 FOLLOWING CLEANING, 1" BITUMINOUS BOND BREAKER
4
OR BITUMINOUS LEVELING SHALL BE PLACED, AS z
Lu
f INDICATED,
:x z
z <
W
AFTER BOND BREAKER OR LEVELING (AS NEEDED) .00
9.
0
L
CONTRACTOR SHALL PLACE 9" P-501 PCC PAVEMENT. 0� z
W
>
0
10. CONSTRUCT BITUMINOUS TRANS11IONS AS SHOWN ON K_ o-
< 0- z
C
z z
CY
ow< _J
<
+
400
Q
CONTRACTOR SHALL UNDERCUT (P-152) GRASS AREA zu F= t Z 0-
0 x 0
IMMr
(SCH V) 12". SEE SPECIFICATION PCSG FOR HANDLING
-------- ­ - ---
W
<
AND DISPOSAL OF UNDERCUT. EDIATELY PLACE
Q.
zo < :z z
OFFSITE SELECT BORROW IN THE EXCAVATION.
<
0 z
Z
(WHERE INDICATED), THE SUBGRADE SHALL BE FINE
12. UPON COMPLETION OF FULL DEPTH PAVEMENT REMOVAL
>
'I .. ........
z
Z Z
FOR PLACEMENT OF P-304
W
STABILIZED BASE COURSE. IN AREAS OF APRON
z
z _J 00
z
Cv
'XISTIN?-, --FRAME EXPANSION (SCHEDULE V) CONTRACTOR SHALL
-SITE SELECT BORROW WHERE <
IMMEDIATELY PLACE OFF
rEi�
.........
REQUIRED, AND 'DIEN CEMENT -TREAT THE PROPOSED F-
EZ
DROP
E NG
XIS! 7 PAVEMENTSUBGRADE TO A DEPTH OF 12" PER
S
0
Z M
SPECIFICATION P-301) PRIOR TO CONSTRUCTING
<
P-304 AND P-501.
v
Sam
an
17 so as 'am (SCH
13. THE SUBGRADE SHALL BE COVERED WITH AN 8
PLACED IN ONE LIFT. THE STABILIZED BASE COURSE
(SCH 1) STABILIZED BASE COURSE (P-304)
V) OR 12
'y
SHALL BE PLACED, GRADED, COMPACTED AND TESTED IN
C
CIFICATIONS.
.. ....... ..
IBM=
14. THE CONTRACTOR SHALL SCHEDULE OPERATIONS TO
27.
SS/OA7*
M
INIMIZE THE TIME THE SUBGRADE IS EXPOSED TO
.27"
ifl POSSIBLE WEATHER. AS SOON AS SUBGRADE HAS BEEN
TING TAXIWAY
29 EXIS
CEMENT TREATED, FINE GRADED, COMPACTED AND
'2
ROP b-S Ev 9
.504
PC
ACCEPTED, THE CONTRACTOR SHALL COMMENCE
PLACEMENT OF THE STABILIZED BASE COURSE.
LIGHT- DONOT
TH,
.0-VERLAY
15. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TWO PUMPS ON SITE TO DE -WATER EXCAVATIONS, MILLED
pcc-*
-AL,� ETAIL
DISTURB.
PIC
T
Date
AREAS, AND OTHER TEMPORARY LOW AREAS. A MINIMUM
-EXPA:
L'E* - MAY 2015
N DURING EVERY RAIN EVENT
I
Scale
"THIN THE
TO PREVENT ANY STANDING WATER
1 V
EXCAVATED OR OTHER LOW AREAS. A SECOND PUMP
4
SHALL BE PROVIDED ONSITE AS A BACK-UP.
Drawn
PCC
BITUMINOU$
Checked
29. -ITION Lf V1 TS -CEN L.
'29
TRANS
00
ASM
(TYP.-- -SCHEDULE V
TAXIWAY -
Project No.
-A
R0
-WIADE.8 3301-1303
Sheet No.
30 15 0 30 60 90
y:
EDJGE OF TAXI WAY
2&75
.PAVEMENT
17- ix
SCALE IN FEET
28.25
1 30

lie
30 15 0 30 60 90
SCALE IN FEET
1 30s
C NNECT TO
EXISTING MANHOLE
OW- OW- OW-QW-
cep
_oHp-q -11HP-
ow CHP OW __".4: OW_ OW OKO ow bHp.
-Avip-lem
----- - 4W
UTL uM-u0C_=_um_u=_W ��-
UYL ss
ss ss _ss
ss uft
oc
UIL ss
UTL UIL UT L ss
ss
b-
TRAW SR ...................
------ DRIVE 13iZ
(NO60T ROADWAY 60*'R
W-W-W:--W77 W
W 9 W IN W W-W
-W W
W
UIL
+ eg
L3*Q(DIL
0
13P-S
_3 29
.......... CONTRACTOR SHALL --------- e p ZT.
PROTECT EXISTING
UNDERGROUND
COMMUNICA11ON CABLE B-1 B 2
71
DURING CONSTRUCTION.
FACILITIES ARE TO REMAIN W
IN SERVICE
:3
z
Is"l
j
0
110,
Q
0 -RHEAD
VE
POWER'AND -
CONCRETE,
POLES TO BE
POL
FO0`NDA11ON.,,_%
REMOVE'D'* BY -
-OTHERS'
ji
-zi
:zr
g
cc
CN
ELL/PUMP
% HOUSE
--2,9
B-2 DROP INLET
SUPPORT AND B-1 MANHOLE STA: 12+01.36 B-3 DROP INLET
NNECT
EXISTING MANHOLE
- PROTECT EXISTING PROTECT STA: 11 + 13.55 RIM: 27.85 STA: 13+51.75 OFF: 0.00
STA: 10+ 00. 0 8" SANITARY SEWER. EXISTING 8" RIM: 28.75 SUMP: 13.48 RIM: 28.25
RIM: 29.02 WATERLINE SUMP: 13.32 INV IN: 14.48 54" RCP /-SUMP: 13.77
SUMP: 13.10 (APPROXIMATE INV IN: 14.32 54" RCP INV OUT.-14.48 54" RCP INV IN:14.77 54" RCP
INV IN:14.10 54 RCP I f%t-4A'nt"\K1'\ / INV 01 IT- 14 77 viA" PrP
2
1
1
1
NQM 12
SANITARY SEWER AND WATERLINES
CROSSING INSTALLATION (NOT SHOWN IN
PROF11 E) TO BE PLUGGED AND REMOVED
WHERE NEEDED BY CONTRACTOR*
1
i
3
}
... ........
EXISTING WATERLINE TO
BE ABANDONED/PLUGGED
(APPROXIMATE LOCATION)
SUPPORT AND
iPROTECT EXISTING 3''
RED PIPE
L.
... ...... ...... ------
PARALLEL WITH SEWER
i (APPROXIMATE
LOCATION);
wp
M M/51
•
---- - -------
1BP-1
BP-2
150.39
of 54 RCP
0 0.19%
204.76' of4 $1 RCP @ 019%
1-13.55'
of- 54" RCP Q," 0.19%
87.82'
C
of 54" RCP
01 0.18%
------------
717 17.2 M/2
7771
.......... ......
.
Q0
00 00 (0
n
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n' tn
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0i
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0 0
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00
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o6 r-,6
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00
10+50 11+00
11+50
12+00
12+50
13+00
13+50
14+00 14+50
PRIMARY PIPELINE 'B' STA11ONS
NOTES:
1, SEE SHEET A6 FOR TRAFFIC CONTROL PLAN.
2. CONTRACTOR SHALL INSTALL HAZARD FENCING AND WARNING SIGNS
AROUND WORK AREA.
3. GRADES TO ' BE RESTORED TO EXISTING CONDITIONS, EXCEPT WHERE
PROPOSED GRADING IS SHOWN NEAR STRUCTURES.
4. CONTRACTOR SHALL COORDINATE RELOCATED SANITARY SERVICE
LATERAL WITH CAPE FEAR PUBLIC UTILITY AUTHORITY.
5. SEE SHEETS EX1-EX6 FOR LIMITS OF EXISTING CONCRETE
FOUNDATIONS, PAVEMENT IN PATH OF PIPE SYSTEM TO BE REMOVED.
6. SEE TABLE ON SHEET 11 FOR PROPOSED DRAINAGE PIPES AND
STRUCTURES.
7. SEE SHEET D7 DETAILS AND NOTES FOR STORM DRAIN PIPE
INSTALLATION AND EXISTING STORM DRAIN SYSTEM REMOVAL.
8. SEE SHEET D7 FOR NCDOT ROADWAY PAVEMENT RESTORATION DETAIL
FOR PATCHING DETAILS FOR TRASK ROAD (SR 1312). RESTORE
MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE INSTALLATION.
9. SEE SHEET D7 FOR AIRPORT ROADWAY PAVEMENT RESTORATION (20'
WIDE) DETAIL FOR PATCHING NON STATE MAINTAINED PAVEMENT.
RESTORE MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE
INSTALLATION.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION SUPPORT
AND DEWATERING. DEWATERING SHALL BE DIRECTED ON AIRPORT
PROPERTY AND SHALL NOT BE DIRECTED TOWARD NCDOT
RIGHT-OF-WAY.
11. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE DISPOSED OF OFF
AIRPORT PROPERTY AT PROPERLY PERMITTED LOCATION.
12. UTILITIES SHOWN IN PROFILE ARE AT APPROXIMATE DEPTHS AND
LOCATIONS. DAMAGES TO EXISTING WATER AND SEWER SHALL BE
REPAIRED AT CONTRACTOR'S EXPENSE AND COORDINATED WITH CAPE
FEAR PUBLIC UTILITY AUTHORITY.
13. WHEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE ADJACENT TO
PAVEMENT, CONTRACTOR IS RESPONSIBLE FOR SHORING, BRACING
AND/OR INSTALLING SHEET PILES TO ENSURE PAVEMENT IS NOT
UNDERMINED.
14. INSTALL INLET PROTECTION AS NECESSARY.
CONTROL POINT
FOR DROP INLET
BASELINE LANDSIDE
STATION/OFFSET
CONTROL POINTS
N.T.S.
FOR EXISTING STORM DRAIN
INFORMATION SEE SHEETS
EX11-EX3.
LEGEND
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING PAVEMENT TO BE MILLED
EXISTING CONCRETE PAVEMENT TO BE REM
EXISTING STORM DRAIN
28.50- -
EXISTING CONTOUR
EXISTING DRAINAGE DITCH/SWALE
EXISTING DROP INLET
EXISTING MONITORING WELL
EXISTING TIE DOWN
EXISTING FENCE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
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EXISTING GAS LINE
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EXISTING COMMUNICATIONS LINE
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EXISTING UNDERGROUND POWER LINE
- gyp' - a4P a4p
EXISTING OVERHEAD POWER LINE
APPROXIMATE BORING LOCATION
PROPOSED CONCRETE PAVEMENT
PROPOSED BITUMINOUS PAVEMENT
M m 00
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8.
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3301-1303
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1- SEE SHEET A6 FOR TRAFFIC CONTROL PLAN.
2. CONTRACTOR SHALL INSTALL HAZARD FENCING AND WARNING SIGNS
AROUND WORK AREA.
3. GRADES TO BE RESTORED TO EXISTING CONDITIONS, EXCEPT WHERE
PROPOSED GRADING IS SHOWN NEAR STRUCTURES.
4. CONTRACTOR SHALL COORDINATE RELOCATED SANITARY SERVICE
LATERAL WITH CAPE FEAR PUBLIC UTILITY AUTHORITY.
5. SEE SHEETS EX1--EX6 FOR LIMITS OF EXISTING CONCRETE
FOUNDATIONS, PAVEMENT IN PATH OF PIPE SYSTEM TO BE REMOVED.
6. SEE TABLE ON SHEET 11 FOR PROPOSED DRAINAGE PIPES AND
STRUCTURES.
7. SEE SHEET D7 DETAILS AND NOTES FOR STORM DRAIN PIPE
INSTALLATION AND EXISTING STORM DRAIN SYSTEM REMOVAL.
8. SEE SHEET D7 FOR NCDOT ROADWAY PAVEMENT RESTORATION DETAIL
FOR PATCHING DETAILS FOR TRASK ROAD (SR 1312). RESTORE
MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE INSTALLATION.
9. SEE SHEET D7 FOR AIRPORT ROADWAY PAVEMENT RESTORATION (20'
WIDE) DETAIL FOR PATCHING NON STATE MAINTAINED PAVEMENT.
RESTORE MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE
INSTALLATION.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION SUPPORT
AND DEWATERING. DEWATERING SHALL BE DIRECTED ON AIRPORT
PROPERTY AND SHALL NOT BE DIRECTED TOWARD NCDOT
RIGHT--OF--WAY.
11. ALL DEBRIS FROM REMOVAL OPERATIONS SMALL BE DISPOSED OF OFF
AIRPORT PROPERTY AT PROPERLY PERMITTED LOCATION.
12. UTILITIES SHOWN IN PROFILE ARE AT APPROXIMATE DEPTHS AND
LOCATIONS. DAMAGES TO EXISTING WATER AND SERVER SHALL BE
REPAIRED AT CONTRACTOR'S EXPENSE AND COORDINATED WITH CAPE
FEAR PUBLIC UTILITY AUTHORITY.
13. LIEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE ADJACENT TO
PAVEMENT, .CONTRACTOR IS RESPONSIBLE FOR SHORING, BRACING
AND/OR INSTALLING SHEET PILES TO ENSURE PAVEMENT IS NOT
UNDERMINED.
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3301-1303
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7
ROOM
SANITARY MANHOLE
RAME EL:
30.27
ca
FRAME: 28.63-
18" RCI I.E.(36- RCP): 23.37
ft " , . i �: I _� ' - I.E.=24.36'
X'� r
GRASS
V
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DIRECTION (END
AREA
%
f __ I/ "I / 0, __ z
UNKNOW
I.E.(36"..", RCP): 23-57
HEADWALL
31 2 5 CONC. HEADWALL
C
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Z ) �, ­� k, - -
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24" RCP DIREC11ON
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(END UNKNOWN) Lf HEADWALL
CUSTOMS BUILDING "on 77777�� 7
4
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IDE HEADWALL I.E.: 23.31
CONTRACTOR TO,. V 10
BRICK ALUMINUM I.E.=23.27 11" T SUE POTHOLE LOC.
GRATE INLET 14
IN, TOP
P
PfPE TO-_CQNFIRM P
-­L 10" D.I.P.
-nvE/" GRASS
5
STORM MANHOLE INAC FRAME: 28.60 29.2
IF ELEV.: 26.29 AREA
R 0 GRASS -25 REF. HUB: 28.76
FRAME: 30.24 I.E. 30$' RCP(N): 24.75 29
STORM MANHOLE
I.E. 18" RCP(W): 25.11 (ABANDONED) f Mj,.,
1. E. 36" RCP(N): 23.44
AREA
77-
I.E. 18" RCP(E): e. 00 (S): 23.90 7*
FRAME: 30.43 I.E. 30" RCP
ABANDONED
T
GRATE INLE 3/4"COMM. CABLE 18" PVC I.E.: 23.9 3
SUE POTHOLE LOC. "K
)NABLE TO OBTAIN INVERT I.E.(30" RCP): 23.70 BOTTOM: 23.75 CONC. HEADWALL
X� I.E. 18*' RCP(SE): 24.03
I.E. 36" RCP(S): 23.59 WATER
z FRAME: 28.21 o,� LINE
RCP(W): 24.36 I.E. 18" CMP(SE): 23-93 (CRUSHED)
1. E. 18" :­ .. . ­. % ELEV.: 26.50 24" RCP: 23.96
REFERENCE HUB: 29.51
BOTTOM: 23-89 I.E. 18 RCP(SW): 23.93 I.E.(E): 23.74,
Vr
­45S IM
TING GUARDf?AlL­
PVC(E): 26.28
I.E. 6"
tx
I.E.(ft 23.91
-u
BOTTOM: 23.98 Z4 GRI14DER
CONC. I.E. 24" RCP(S): 23.83 (ABANDONED)
28 '7 I.E.=27.42 /` KEYPAD
5
Jaox,
PAD _ZN-
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OL
BOTTOM: 23.83 6' CHAINLINK FEN CO TR
W/GENERATOR -0- x 4, /x X
-------------
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X-.,z- x x ------
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GRATE INLET
8' CHAINLINK APPROX- -4�_X4' MTK,-,6 SS
-RAIL FENCE vt
8' METAL FRAME: 28.48
67
+ v
18" RCP DIRECTION I.E. 28.18
WALLS/TOP GRASS
24.75 AREA
ABANDONED
J
4
UGHT PO
I.E.: 24.74 LE FOUNDA11ON
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j GRINDER
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7
ON
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BOTTOM: 24.78 _�A dan-aA
7
-A]
92__
W1 -FOUNDATION
f ABANDONED -APR T
2 ­25 -OX. 4�;
14
77 - 7
_/Km__
C24
�ABANDONED- k4 77 UT�LITIES
A, 4.
GRATE INLET
U11LMES- �s
FRAME: 28.77 SUE POTHOLE LOC. "L"
SUE POTHOLE LOC. "J"
LOCATI OR
I.E.: 25.82 NED—-
2" STEEL PIPE __: . ..... )rA YD
GRATE INLET -FROM: SUE 4" METAL PIPE V
1 HY
27.21 C, n-7 A VZ
25.87 ELEV.:
BOTTOM:
Al-,
-.I- - 4 _. I
EXISTING CONCRETE PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXISTING STORM DRAIN
28-50-
EXISTING CONTOUR
EXISTING DRAINAGE DITCH/SWALE
EXISTING DROP INLET/APRON DROP INLET
@
EXISTING STORM MANHOLE
-0
EXISTING MONITORING WELL
EXISTING TIE DOWN
x
EXISTING CHAIN LINK FENCE
EXISTING JERSEY BARRIER
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING GAS LINE
um um VrL
EXISTING UNDERGROUND COMMUNICATIONS LINE
EXISTING UNDERGROUND POWER LINE
EXISTING OVERHEAD POWER LINE
EXISTING HYDRANT
EXISTING VALVE BOX
EXISTING POWER/LIGHT POLE
EXISTING COMMUNICATIONS BOX
SURVEY POINT (SEE SHEET Sl)
r rl%mm Z-Q. L_ v_ REF. HUB: 29.37
4�N
1. E.: 25.21 EF. HUB: 29.35
E
.49
447? 5
- ---------
BOTTOM: 25.04,
X
JE Ey
20, C4
IRS
x
A
00217
.25-'
4
W
00- W
1-10
0
�q
7 v
f
+
TIE C
E
z
GR A TE IN LET
FRA
ME: 29.72
I.E.: 25.19
GRATE INLET
01 APRON
I.E.: 25.15
GRATE INLET
FRAME EL:
BOTTOM:
NCRt*
25-09 28.64, of
all
FRAME: I.E. 18 CMP(E): 24.96:��
I.E. 18" PVC IN: 2444%
I.E. 18" CMP(W): 25-04
0
-_2
I.E. 18" 4.42(S)
BOTTOM. 24.99
24.314
PVC:
I.E. 24" RCP: 24.36
4-
-Obc -
S+00;:!k
0+00"
2+00'
-0
13ASELINE APP N1
-----------
7-
---------------
- ---- -----
n
OD YELLOW PAINTED
LIMITS GRATE INCET
25 -
FRAME: 27.57-
I.E.: 24.54
4
BOTTOM: 24.47 GRATE INLET
­7 777�
FRAME: 2
9.73 1. E.: 25.50
BOTTOM: 25-41-
REA--
-RETE PAEZNT -OVERLAY A ENT AREA-
-NON- 4 VEM
CONC 0
2 8, 5o,
(�'SCHEE)U
4
�t -TYP-)- -
2
:49-25 -GRATE INLET 8.7,5
FRAME: 28.62
29-50 I.E.N: 25-56
I.E.(S): 25-63
- ----- 2,5
BOTTOM: 25.52
7-
-EDGE
-DASHED T-A-XIWAY
STRIPE
29�50
T -AXIWAY -*A
75
'29-50-
-Y -DGE LIGHT
A �
1W
GENERAL NOTES:
Y M THOMA
& HUTTON, DATED FEBRUARY 10, 2015,
FIELD SURVEY DECEMBER 2014�-JANUARY
2015, UPDATED TO REFLECT POST SURVEY
BUILDING DEMOLITION.
2. ALL ELEVATIONS ARE IN NAVD88.
HORIZONTAL DATUM : NAD 83 (2011).
3. BORING LOCATIONS LOGS AND TEST DATA
ARE CONTAINED IN APPENDIX "J" OF THE
SPECIFICATIONS AND ARE FOR
INFORMATIONAL PURPOSES ONLY.
CONTRACTOR SHALL USE DATA AT HIS OWN,
RISK. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING VERTICAL AND HORIZONTAL
CONTROL FOR THE PROJECT.
4. MONUMENTS, BENCHMARKS, CONTROL POINTS,
AND BASELINES ARE AS SHOWN ON SHEET
Si.
5. CONTRACTOR SHALL USE EXTREME CAUTIO
WHEN WORKING IN THE VICINITY OF EXI$TIN
UNDERGROUND CABLES AND LIGHTS TO
CONTRACTOR'S OPERATIONS SHALL BE
REPAIRED IMMEDIATELY AT THE
CONTRACTOWS EXPENSE. DAMAGED LIGHTS
AND CANS SHALL BE REPLACED AT
CONTRACTOR'S EXPENSE.
6. FOR SEQUENCE OF CONSTRUCTION, PHASING,
AND SAFETY REQUIREMENTS, SEE "A it
SHEETS.
7. SUBSURFACE UTILITY (SUE) INFORMATION
FROM 2015 INVESIIGA11ON PERFORMED BY
THOMAS AND HUTTON.
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GEND
V I., - -`- -4 -� J
EXISTING CONCRETE PAVEMENT
I _-_," _J]
EXISTING BITUMINOUS PAVEMENT
m = m = = m m =
EXISTING STORM DRAIN
- - - - 28.50- - - -
EXISTING CONTOUR
_... - _ -
EXIS11NG DRAINAGE DITCH/SWALE
[m =
EXISTING DROP INLET/APRON DROP INLET
@
EXISTING STORM MANHOLE
$1
EXISTING MONITORING WELL
�k
EXISTING TIE DOWN
x I
EXISTING CHAIN LINK FENCE
_........0
­1 �
EXISTING JERSEY BARRIER
_W_W_W_W_W_
EXISTING WATER LINE
_= 0-
EXISTING SANITARY SEWER LINE
I
- C14S - GAS - GAS -
EXISTING GAS LINE
_vm-um-um-
EXISTING UNDERGROUND COMMUNICATIONS LINE
_uGp_uW_uW_
EXISTING UNDERGROUND POWER LINE
- OHP- OW- OHP -
EXISTING OVERHEAD POWER LINE
_9__
EXISTING HYDRANT
of
EXISTING VALVE BOX
ZQ
EXISTING POWER/LIGHT POLE
0
EXISTING COMMUNICATIONS BOX
x
SURVEY POINT (SEE SHEET SI)
GENERAL NQTES:
1. EXISTING CONDITIONS SURVEY FROM THOMA
& HUTTON, DATED FEBRUARY 10, 2015,
FIELD SURVEY DECEMBER 2014-JANUARY
2015, UPDATED TO REFLECT POST SURVEY
BUILDING DEMOLITION.
2. ALL ELEVATIONS ARE IN NAVD88.
HORIZONTAL DATUM : NAD 83 (2011).
3. BORING LOCA11ONS LOGS AND TEST DATA
ARE CONTAINED IN APPENDIX "J" OF THE
SPECIFICATIONS AND ARE FOR
INFORMATIONAL PURPOSES ONLY.
CONTRACTOR SHALL USE DATA AT HIS OWN
RISK. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING VERTICAL AND HORIZONTAL
CONTROL FOR THE PROJECT.
4. MONUMENTS, BENCHMARKS, CONTROL POIN
Si.
5. CONTRACTOR SHALL USE EXTREME CAUTION
WHEN WORKING IN,,,THE VICINITY OF EXISTIN
S AND LIGHTS TO
PREVENT DAMAGE. ANY DAMAGE CAUSED 8
TIONS SHALL BE
REPAIRED IMMEDIATELY AT THE
CONTRACTOR'S EXPENSE. DAMAGED LIGHTS
AND CANS SHALL BE REPLACED AT
CONTRACTOR'S EXPENSE.
..
6. FOR SEQUENCE OF CONSTRUCTION, PHASING,
AND SAFETY REQUIREMENTS, SEE ""A"
SHEETS.
7. SUBSURFACE UTILITY (SUE) INFORMATION
FROM 2015 INVESTIGATION PERFORMED BY
THOMAS AND HUTTON.
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1 , FEEEEE9 I - I I
I � I_-
4 - , , --- - I I � .
SCALE IN FEET
" v
I 1 = 30
Checked
L","", #
m
m_
M..
Project No. 3301-1303
c
I
I
I
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,

GENERAL NOTES
1 14 u
0 In
It in
EXISTING CONCRETE PAVEMENT
1. EXISTING CONDITIONS SURVEY FROM THOMAS & HUTTON, DATED
I ..] EXISTING B111JMINOUS PAVEMENT
00 In
FEBRUARY 10, 2015, FIELD SURVEY DECEMBER 2014-JANUARY 2015,
UPDATED TO REFLECT POST SURVEY BUILDING DEMOLITION.
EXISTING STORM DRAIN
z a
0 ,
R CD
2&50--­ EXISTING CONTOUR Z g
2. ALL ELEVATIONS ARE IN NAVD88. HORIZONTAL DATUM : NAD 83 (2011).
0 Z
I.E.=27.11 0
EXISTING DRAINAGE DITCH/SWALE :a
3. BORING LOCATIONS LOGS AND TEST DATA ARE CONTAINED IN APPENDIX �WL4 0 CL
"J" OF THE SPECIFICATIONS AND ARE FOR INFORMATIONAL PURPOSES EXISTING DROP INLET/APRON DROP INLET z
30 15 0 30 60 90 )-1
0_1 ONLY. CONTRACTOR SHALL USE DATA AT HIS OWN RISK. CONTRACTOR IS EXISTING STORM MANHOLE z
@ co z
RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL CONTROL
SCALE IN FEET FOR THEPROJECT. EXISTING MONITORING WELL
P-4
1 30 4. MONUMENTS, BENCHMARKS, CONTROL POINTS, AND BASELINES ARE AS EXISTING TIE DOWN
I.E.=26-40 SHOWN ON SHEET S1. x EXISTING CHAIN LINK FENCE
z
CONCRETE 00
5. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING IN THE EXISTING JERSEY BARRIER
STORM MANHOLE
VICINITY OF EXISTING UNDERGROUND CABLES AN
FRAME: 29.70 D LIGHTS TO PREVENT EXISTING WATER LINE
"l'. fo
I.E. 72 DAMAGE. ANY DAMAGE CAUSED BY CONTRACTOR'S OPERATIONS SHALL
0
BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. DAMAGED
RCP(N): 14.00 I.E.=27.27 EXISTING SANITARY SEWER LINE
LIGHTS AND CANS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
RCP(E): 14. 00 60" RCP -OAS-GAS-GAS-
404
EXISTING GAS LINE
RCP(S): 14.00,
(STUB OUT)
TION, PHASING, AND SAFETY
6. FOR SEQUENCE OF CONSTRUC _unum-m- EXISTING UNDERGROUND COMMUNICATIONS LINE
BOTTOM: 14. 00
REQUIREMENTS, SEE "A" SHEETS.
LW_uW_uW_
_x. EXISTING UNDERGROUND POWER LINE
0
7. SUBSURFACE UTILITY (SUE) INFORMATION FROM 2015 INVESTIGATION
EXISTING OVERHEAD POWER LINE Z
v 5, L\
0 u- W
PERFORMED BY THOMAS AND HUTTON.
0
I.E.=26.41
EXISTING HYDRANT W >_
of
34-1 omz
ui
14
wa:z
72' RC
P
EXISTING VALVE BOX W
z
00
am= 00W
EXISTING POWER/LIGHT POLE
za.00z
z
W
'S ,jj
in z x0
")5 -o 0 FS 0
ix TIONSBOX
NN,
A"O'L EXISTING COMMUNICA Z a
,? r
0-
0
D
'Q� -0
ABANDONED SURVEY POINT (SEE SHEET Sl)
I.E.=26.79 20+ PAIR
X"
cr_ W
0 U-
D a-
I.E.=27.01 CABLE Lu
aip
ow
BUNDLE
777 um
ux We
ss
va
Ss
29-75
TL
-------- ANITARY MANHOLE
j__ S
ONC. STORM MANHOLE V. ss FRAME- 29.62
FRAME: 28.98 SANITARY MANHOLE I.E. 8" PVC: 23.10 8-
FRAME: 29. 91 DRIVE*
SUE POTHOLE LOC. $$A"- 48" RCP: 16.08 SR- 1312. SANITARY SEWER SANITARY MANHOLE
I.E.: 21.67 --2g.'
- --,,; -2 25-1- mc
I.E. 60" RCP: 14-75 (NO60T R6AbWiY 6V R V I -
8" D.I.P. 9, FRAME: 29.12
ELEV.: 22.05 I.E.: 23.97
I.E. 72" RCP: 14-33
11 W r) r)
REF. HUB: 29.64, 0111 - -- LLLL ' Z_ - - _ �k v - Too r) I ED o
z
1_:
3:
2
0:
ca
a
W
M
0
fp
W
W1
z
W
(A
z
61
0
:3
C.)
z
04
z V)
"29 50.
3" RED PIPE- -29.2-5
P 0
ueo
/7 ------- f WC
PARALLEL WITH SEWER _rp
ELEV.: 22.25
728
. . . . . . SUE POTHOLE LOC. "G" "45
W
ZZ-Z.
%
TEEL P
u >
;5 �.j
-7-ox m � � ­. ­1­11- - � IPE
llz� jo TOP 8" S
-1 T Itac
-:z - -I--,_ I - ELEV.: 2 .56 d,
REF. PK NAIL- 29.05 A
G1
A*-
-REA
A rO
II
R/
- u7L
__v0C__
SUE P'OTHOLE ,7
1J1,2
. ............
ir
IE* 27.55 60
NOA�DWAY
r
LOC. 11,13"
i
I.E.: 27.58
8" D.I.P.
-,a
ELEV.: 26.12' 8" DIP
REF. HUB: 29-73
�v
WATERLINE
no
F-
30-25
4
77�
0
-25. M
z
TOP 5 . . .....
28:50
SUE POTHOLE LOC.
SUE POTHOLE LOC. "C"
J 1 28
ELEV 66
J All, ­.- V _­.1-
6" STEEL PIPE CONCRETE SUE POTHOLE LOC. "0" ;%1 ` -
. . . ... ..
# . ... .....
Ld
z
GRATE INLE REF. HUB: 28-90
N
ELEV.: 27.06 fONbATIO CABLE BUNDLE T >
A
r J
ELEV.: 26-34
REF. HUB: 29-22 20
z
3. FRAME: 27.47
A,
GRATE INLET,
_id!
lb : I.E.: 24.71 (IN
REF. HUB: 28.87
CL
9.50 <
2,9,25- 0
FRAME: 28.0 0- z _J
lq
ce 0
GRASS Vi� 25.58 o a.
Al,
r
iN, � l J, 0 ', - . - 1� , il­ J, � - __ - - - *-��z - � , - - - 0
1i * � z - , ___ - - - -
BOTTOM: 24.78
I.E:
24.72(OUT),
AREA
1 10 25.67
BOTTOM
zxz Z
.0
0
< < 0 LLJ
CL
to
SUE POTHOLE LOC. "E"
�fT`," Z 0
F4
TOP 12" D.I.P.
F-
I 7� ji�
Tl�
10
< ry
0 :2�". 5n
I.E 18" RCP: 24.76 it-, 0 x
ELEV.: 24.53
<_J
F
REF. HUB: 28.83 ---- -- F77777�1
SEWER MANHOLE zo <mz 0
z
UL
SANITARY MANHOLE
41"1 FRAME.: 28.88
7
Ix 0 C
-JOM
WELL/P,UMP FRAME: 29.48
zz
12S 1. E.: 26.73
4
I.E.: 26.92
-0.
HOUSE
tN
Z
2 ui
r
in <
DRAINAGE DITCH Lu
I.E.(CO): 27.5 Z
CONC
�0_
N pi
GRASS Z X
z
SEWER MANHOLE
2
FRAME.: 29.86'-
0 z
AREA
uJ
_J
C.ONCRE
FOUNDATION��
TER
0 FULL OF WA
3\
0
T
z ss.
G "EA E30TTOM: 24.16 F P
RASS
N
AR TE
LJ
13 Z Co
cr� <
9. 7
q. 1
SEWER MANHO
t t 11-i i�,
<
D
0 `P
: 1 '11 41.
Z z
I I / � LE
�,Y
kit
SEWER TANK
BOTTO
FRAME.: 29.30A
r
_­T
LL
FRAME.: 29.91'
M: 24.13
`3
FULL OF WATER
4t� I.E.: 26.8
p
SEWER GRATE 7
f S,
R1 J
v FRAME.: 29-50
r. niTr-H
9'nP AIN A
13�
­3 GRASS
tur 0 rV110: z/.z)v �411
J�
00
z
L I- - - - - - - - - I AREA
IN GARO
W
75­�
,J
BOTTOM: 24.75
s
�!I,oTT�, il,5
. ......... ........ .. ........
% 029974
ldlf
:3
MAI, uk
LA_ \ " 0 �,z 6 /��
70 - \ " - ---- - 'z - -.- % . _ I.E.=26.07
30, m 0
It
I.E.=25.45
. . .......
T
4,q
J
la, -I
ifi
Date
'Id
If
g
Q
GRATE
INLET'
i, k5l J
MAY
N Yk.:
RE-TE 1 3V
AME:
27.81,
2015
GRATE INLET
25.06' m
�4ii c I 1_1� .- - 11,11 Scale
I.E.: 25.06
FRAME: 28.41
GRATE INLET
0 r
Drawn
k
PCC
N­
­­BUI LPT
V
UNDA11ON 4"
F ETA
BOTTOM: 25.01 I.E.(S): 24.78 i:
WALL -CON
CRETE'
M I -
I.E.(W): 25.13 1 FRAME: 28.27
GRAS I.E. IN: 25.83
AR
BOTTOM- 24.32
1W,
Project No.
V C_v
00 4+00 5 00. 6
1 -77--
W/""Ak
4C_
1. E.
_D ATION
FOUN -CEV,. Checked
E
BOTTOM: 24.61 CONCRETE 'a
I
T`10N,
E:i
-F
%OUNDA
I.E. (NE): 24.51
'Nt
OUT. 24.45
S"
ABM
84, 3301-1303
It 0i n
8:�bo
Sheet No.
F
i" x,
GRASS
_25,
r
BURIED GE"VE
77�7
CONC. PAD
.07 AREA
R11
V
'A
u N _2"
SEE SHEET EX1 SEE SHEET EX2 BY

SEE SHEET EX6 2
0
LEGEND
SEE $HE. to i
18" RCP TO
ET -G -_ I - SANITARY MANHOLE'
42
4. .-FOR PROPOSED1 BE_ EXTENIJEO. IL
C4
no
OLE FRAME: 28.63 EXISTING CONCRETE PAVEMENT z
MANH
ft AIM. EE. SHEET
GRASS
REMOVE PIPES, 2-MANHOLES to
z r,
z a
�D R
I.E. 8" PVC: 25.59 "101
--'CONNECTION Ot W haft
AREA
N. (INCLUDING CONCRETE APRON), EXISTING BITUMINOUS PAVEMENT
LOCATIO
1-INLET AND "L" SHAPED
EXISTING PAVEMENT TO BE MILLED
ENDWALL, AND MISCE ss
a LLANEOUS
Z
STORM WATER STRUCTURES. Q 0 W
0 EXIS11NG CONCRETE PAVEMENT TO BE REMO _J z
-RAIL FENCE
4' METAL 0 All-
h—W W
REMOVE EXISTING
(SCH 111) C>
EXISTING STORM DRAIN
HEADWALL (SCH 111)
REMOVE ... . ... z
CONC. EXISTING me-M, EXIS11NG DRAINAGE DITCH/SWAI F
1ASPHALT PAVEMENT AS z
PLUG ABANDONED.
PAD W/ A/C 01� V)Ei co
NECESSARY FOR STORM u0c U00 I NP EXISTING DROP INLET/APRON DROP INLET z
UNITS qw— cc We- use—tm WATER LINE.
401,
DRAINAGE REMOVAL
EDGE OF 1 �p -*UGC :in (SCH 11) @ EXISTING STORM MANHOLE
40, CM—" —*W—&n - P-4
CUSTOMS BUILDING AND INSTALLATION. gel I
(SCH I %M R
BRICK & ALUMINUM TREAM EMOVE EXISTING MONITORING WELL
APPROXIM �4 '.3
TING
REMOVE EXIS
Pli TO REMAIN A*L)
GRASS LT
2 z
BL 36" PI PES EXISTING TIE DOWN go
441, 65' OF AREA
- -CONNECTED-30 THE'-- 04
o�41) HEADWALLS.
t2
..-Ut RCP/CMP EXISTIN
4DERO�OUND .-POWER x
CRASS -ORE.'-PIPE Aq
STRUCT G CHAIN LINK FENCE
AREA -COMMVNICA-11 C4
'A . AND VERHEAD -POWE Z >_ (0
0, TO g.E PLUGGED. .0 _R AN D v REMOVE'. EXI, NG' (SEE SHEETI
EXISTING JERSEY BARRIER
TO,— -ABANDONED.: -0- till
4 BE.' S �,,:'POL G5 FOR
ES TO BE -REMOVED- - HEAD
LL, ABANDONED Gj 0
10 f?EM.OVE A �NEPDED
- - -) REMOVAL 0) 0
x 'ERS JYP AIL VC. EXISTING WATER LINE z W z
BY 0 TH GUARbR WATER
FOR CONS�M-UCTION-.
LIMIT) LINE W
(SC. 10.. EXISTING SANITARY SEWER LINE W
-REMOVE'EXISTING .- . ` . - . .. . I
(SCH Ii) 00 < z
LL_
-RE VE W
% ss 'an EXISTING GAS LINE
SIDEWALK- un—W-30---
'PLAN AND--N REMOVE
FENCE. SEE'PH 26".
AS(NG
REM OVE'APPROXIMATELY�
REMOVE EXIST! G 8 OTE, 3.'' OF A - CONCRE :_!;�NOVE
Cp/omp .(SEE SHEET- G5
EXISTING UNDERGROUND COMMUNICATIONS UNE
z
S.- -Box-, 0 Lt
U. IN- EXISTING 6'
AM PIPE
DOWNSTRE (SCH,- 11 UJ UJ
HIGH GATE. S _uGp UGP UGP EXISTING UNDERGROUND POWER UNE
4" GRIIlZ S TA TI ON
CONC. 41
-REMOVAL �PLUG-:.
-FOR
I I _. _ -* (SCH-- 1) ,
+ HIGH 20' SWIN LIMITS). : - - - '
PAD tt GATE. REINSTA .2 ONTROL
---------------
W/GENERATOR -VEW- FfNC�t- ...... BANDONED)
x------ x— X-�=�X_ - ------ ....... (A tsCH 11)
X— X_ X_ X_
...... .......................... x— X_ X_ X_ X_ W 0 Il4-
x x— x --- ---- 0 1�: (j ce :r Z 6
- — - — - — - — - — - — - — - — - — - W lb Z t-- W z
...... . --------------------- x EXISTING OVERHEAD POWER LINE
4- CRETE.
kEK 09C.006f - ------ ------ ss ss A-, In
ss REMOVE CONCRETE -9- EXISTING HYDRANT of-:O-
8' METAL -RAIL FENCE x
REMOVE LIGHT POLE VAULT,(SCH 11)
FOUNDATION (SCH 11) GRASS Of = 6 g
1 e + REMOVE ALL z 0
SEE SHEET G5 AREA ABANDONED UTILITIES VAULT (SCH 11) ABANDONED EXISTING VALVE BOX < W Z, ib (p
i m
FOR END OF PIPE 11% 1� 0�
REMOVE A! �3��E D 0�:_mz0<W-Rom
v GRINDER Z� EXISTING POWERAIGHT POLE z - - m
REMOVAL LIMIT den —don —don—illon —son —cen —don 7=Sf�—Mn den. AS REQUIRED FOR A_ ad P 0 � lid
(n Q 0-
------ ----------------- --------- N. ��NT (SCH 11) STA11ON
--------- ------ ----------------------------------- -------------------- — ------------- — ----- --------------------------------- CONSTRUCTIO
um EXIS11NG COMMUNICATIONS BOX CIF t
C300 -L
N/ 0 n W
7 `N�
RE_ -OVE'- . T111" W 5_0
E X� IS N
4
MAIL, Box.
/* -
Gi�
EMOVE EXISTIN ERS
-4 RETE, -H
N4 ETAL x Lzz
0
EO IRE�07 FO R
REMOVE ALL' 4 DOWNS WITHIN THE PROJECT AREA. SEE DETAIL
4'
CH -11) ll REL CAM AS�
ST. (S JER5EY BARF I CONTRACTOR SHALL REMOVE ALL EXISTING TIE
DEMOLITION NOTES:
WYE :_XfS
TIN9('
R.
4
ABANDOQ U 1PHA ON SHEET D1.
4,
OfMG PLAft,
'777
-MC 2. MILLING OF EXISTING BITUMINOUS PAVEMENT
RE E EXIS
STRUC SCH lt
TIPN CONCRETE FOUND -9N "-X STING SHALL BE TO A DEPTH TO ALLOW THE
EMOVE.1-
§EY BARRIERS, U)
x SURFACE COURSE. DEPTH OF MILLING IS z V)
MATE�LY--'?;.5
APPROXI
NEW BITUMINOUS
el 4,
S E W �7
0
_T+CK _(SC+(I) 0-
\-LBA,,, 4ST&;, 4+ 95.2�
VARIABLE AND DEPENDENT ON PROPOSED
W FINISH GRADES. SEE G SHEETS AND SHEET D3. V)
OFF-.- 1
W 634T AREAS OF VARIABLE DEPTH MILLING FOR >
Ld
1_4 TRANSITIONS AS SHOWN ON THE PLANS ARE
W
APPROXIMATE. CONTRACTOR SHALL CONFIRM
OF POOKSED- DEPTH AND LIMITS OF PAVEMENT MILLING
VARIABLE DEPTH - MILLING BASED ON FIELD SURVEY AND COORDINATE
0
+
G" BITUMINOUS 9" C CRETE
EXI "-,N 0 MILLING LIMITS AND DEPTH WITH RESIDENT
ov-ERLAY'WITI+' 1- to
ATIVE AND ENGINEER. ALL
AVEMENT-TO BE'OVERLAID
13ITUM
z
S' B6N1
Iftu
MILLING WILL BE MEASURED AND PAI_
FR'TRANSITION_'
>:
1, 1 A SQUARE YARD BASIS. THE AREA OF MILLED
_E
W
t
W
-GRATES
'VF X1 '11N G PAVEMENT WILL BE PAID FOR ONCE
Z
:3
4
NECESSARY TO ACHIEVE MILLED SURFACE
" BITUMINOUS
z
F f
SURFACE COURSE AND ACHIEVE FINISHED PLAN
IL -
<
GRADES. LL1
Z LLJ
ON ��SHE-Et
REMOVE
BITU -tX1, TI 3. FENCE AND GATE REMOVAL SHALL BE CLOSELY z
0
4
TRANSITION- COORDINATED WITH AIRPORT AND ENGINEER IN
MINOUS' NG W
GRATES
LAJ
HASING PLANS.
Q-
0
QUIRED TO MAINTAIN <
13L. Z
n
Z 0
Ni
>
0
FENCE WITH 3-STRANDS OF BARBED WIRE) AT
A SECURE AOA PERIMETER (8' CHAIN LINK
0
zm
6' ALL TIMES DURING THE WORK, WHETHER BY
z
<
0+0 +00 0 to 0
`b LLJ <
+
1+00
T
LINE APRON, <x
MAINTAINING EXISTING FENCING/BARRIERS, OR z 0- LLJ 0
3:: uJ V_
INSTALLING NEW FENCING/BARRIERS, OR BY
77
RELOCATING EXISTING BARRIERS.
Z Z
XZ
zo
W
4. REMOVAL OF EXISTING DRAINAGE PIPE AND
hr
ui
zz a. z
DRAINAGE STRUCTURES SHALL BE CLOSELY 0
Z 0 W
0� < 0
COORDINATED WITH THE ENGINEER IN
ACCORDANCE WITH THE PHASING PLANS.
. . ...... ... . ......
Ed Z
z Z
Z _J C
4 CONTRACTOR SHALL BE REQUIRED TO MAINTAIN Z
0
DRAINAGE OF UPSTREAM AREAS (CUSTOMS
------------
APRON) AT ALL TIMES DURING CONSTRUCTION Gl
0
F-
TO AVOID FLOODING.
Z M
<
DO NOT EN TERI I
-REMOVE. E X LLJ
TIES
(GR�
TIN&
I STnl N
-REMOVE IRATES
------------
s
%
-NON'' MOVEMENT AREA-
9974
z LINE,(TYP�)-
<
-FOR z 41, 01
Cf --MILL: -EXtSTING-. CONCRETE
:m Z_
-OVERLAY.
-DASHED TAXIWAY- EDOE EGEWE 8 0
-T-,Or i a
'PLACEMEN- <
STRIPE� _(TYP
JUN Date
MAY 2015
7777' 7- 7777 BY:
........ .....
Scale
30,
Drawn
PCC
Checked
ABM
TA
Project No.
3301-1303
Sheet No.
VARIABLE- DEPTH, MILLING
30 15 0 30 60 90
EXISTING- -BITUMINOUS
(S
G5
R
EE SHE
FOR
ET]
E M V L
0 A 4 �
tA
LIMIT)
(SCH I
FOR TRANSITON SCALE IN FEET 04
--(TYP- .) PAVEME-19T TO B,E -OVERLAID
TAXIWAY EDGE.- LIGHT
1 30

­
"—.�-_ ._-_.. .._�.�,—. ... _-. . . ._.. . . �.
' * .
-j . �� .. -
I —
S-AI -&d8*+I_
SANITARY
ANITARY � M. ANHOLE.
�*
k
.-
/ 'sW. :.
.4
.
,
,t/
:
.
..-
-
- 9",9c§I,
-
..(
REMOVE
_
.E .
. E-XISTN..G
. .� . . - . � - - . : � .. "/ FRAME: 29.76
xII
� ... _.-. . : %JI.E.: 27.33 I 2 -
� . _ I.E.(CO) 4" PVC: 28.10-ND HEADWALLS.7
I __
. _. SCH 111)
,
ss k ss . X__X
VXISTING .`-*IPLUPAEMOEEW _1WAkRLRESdP 11) ____-
. .
EM.0VE_EXLSTW-—=L_._-
DROP INLET ANDREMOVE EXISTING PLUG REMOVE EXISTING , . ,.
PIPE (SCH 11) CONCRETE PAVEMENT WATERLINE (SCH 11) * �/ __...�(SCHEDULE 1) �_A144-%-A� ..
6 �_4
- -
i- GATE CONTROL BOX
­
..
-
­ ­
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. - .
� . . . . .
- .
. . . . .
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. -
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(
.
rl% SEWER MANHOLE
46 ­_ � %, 1 - --- :: —W1w
I I / . - I — - I . . W—W__
9 _. _. \ I `�:�
. . v­_._.—W—� W_W_W�W_W_v_v_v
, . C .
1. 12" FRAME.: 29.21
:,. _*
.
1 1 / . � K % . . . , -I
I.E. 8" D.I.P.: 27.61 ' , ;,
1 .- . .,.... . - - : _�
� I I C R�WOVE EXIS-flNG I . .
- I
I
I
. � ,%� I , I
� . - I I
. - , , ;I �.
�\ . , , I, Ill I I 0�
. - �l
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1I 0�
-
.
11 � . �. .. , - I
-
�.. !;7 DR INLET AND .
I I I / � - . I _.. . � . -REMOVE/PLUG EXISTING
\ I
JE
PIPE ,
8 11 I
. O
le . '. : .� ,
� . 1. __�' � I
f .� . 1-1 WATERLINE AS REQUIRED FOR
7� I N .� 'EXISTING ROAD I
. 11
- I 1. - POLE
.� I If . - OTHERS. �. -
� - REMOVE -
'04 11_____,_,._ -1
, —mnJr_.,. , - "_� AVEMENT.(SCH 11) _.- CONSTRUCTION. (SCH 11) I
, I -1 I, POLES TO BE REMOVED BY
I
I.
I , OTHERS (TYP.) -
mlwll&��.IIM
�w N
�
I'll
=009VANTIII ­11mli
Tl_Wk 11
.Of#
11 , LIM,& I i1i " REMOVE EXISTING 6 ; �
a L
15- iNd pwiL'qg74-* [ FENCE. SEE NOTE 3. 1 1 ffl, WA I I
A I I Mul I Lw� I p WAWN
" W I
11 I 501 I i I
Al 'O i L
I Mtl*.�_61110wl ,:,i I
. Ill ON l§ClA
OWN INPUARRIFIRIM114 MI I I i
. - IVA - REMOVE EXIST�lk(G I ___l I I
, ,
I
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DEM ,
1. CONTRACTOR SHALL REMOVE ALL EXISTING TIE DOWNS WITHIN THE PROJECT AREA. SEE DETAIL ON SHEET
D1. 1
2. MILLING OF EXISTING BITUMINOUS PAVEMENT SHALL BE TO A DEPTH TO ALLOW THE PLACEMENT OF 2" OF
NEW BITUMINOUS SURFACE COURSE. DEPTH OF MILLING IS VARIABLE AND DEPENDENT ON PROPOSED
FINISH GRADES. SEE G SHEETS AND SHEET D3. AREAS OF VARIABLE DEPTH MILLING FOR TRANSITIONS AS
SHOWN ON THE PLANS E APPROXIMATE. CONTRACTOR SHALL CONFIRM DEPTH AND LIMITS OF
PAVEMENT MILLING BASED ON FIELD SURVEY AND COORDINATE MILLING LIMITS AND DEPTH WITH RESIDENT
PROJECT REPRESENTATIVE AND ENGINEER. ALL MILLING WILL BE MEASURED AND PAID FOR ON A SQUARE
YARD BASIS. THE AREA OF MILLED PAVEMENT WILL BE PAID FOR ONCE REGARDLESS OF THE NUMBER OF
PASSES NECESSARY TO ACHIEVE MILLED SURFACE GRADE NECESSARY TO PLACE 2" BITUMINOUS SURFACE
COURSE AND ACHIEVE FINISHED PLAN GRADES.
3. FENCE AND GATE REMOVAL SHALL BE CLOSELY COORDINATED WITH AIRPORT, AND ENGINEER IN
ACCORDANCE WITH THE PHASING PLANS. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SECURE AOA
PERIMETER (8' CHAIN LINK FENCE WITH 3-STRANDS OF BARBED WIRE) AT ALL TIMES DURING THE WORK,
WHETHER BY MAINTAINING EXISTING FENCING/BARRIERS, OR INSTALLING NEW FENCING/BARRIERS, OR BY
RELOCATING EXISTING BARRIERS.
4. REMOVAL OF EXISTING DRAINAGE PIPE AND DRAINAGE STRUCTURES SHALL BE CLOSELY COORDINATED
WITH THE ENGINEER IN ACCORDANCE WITH THE PHASING PLANS. CONTRACTOR SHALL BE REQUIRED TO
MAINTAIN DRAINAGE OF UPSTREAM AREAS (CUSTOMS APRON) AT ALL TIMES DURING CONSTRUCTION TO
AVOID FLOODING.
SANITARY MANHOLE
FRAME: .29.12
I.E.: 23.97
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_nON ON SHEET
29-25
SWING GATE PER� NOTE (SEE A QUENCE QE CONSIR
MM W go
LSO SE 0 U- C.4
A
DETAIL ON _=:<n0F=
5
jr=
Aj
"y CQ
SHEET Fl.
27�50­
1. SEE SHEET D1-D3 FOR PAVEMENT SECTIONS AND
(SCH 1)
DETAILS.
7717­
-X3 FOR FINISHED GRADE CROSS
2. SEE SHEETS X1
630
SECTIONS.
4
44
Cp*.
3. SEE SHEET EC1 FOR EROSION AND SEDIMENT
CONTROL DETAILS.
V Z
4. SEE SHEETS G4-G10 FOR STORM DRAIN PIPE 0
INSTALLATION.
qn >
aip-
4 , l I -
omp Mp
5. FOR JOINT LAYOUT AND ELEVATIONS SEE SHEETS
J1 J2.
THE FINISHED GRADE CONTOURS AFTER COMPLETION
ITORING---,
OF ALL PAVING.
EXIS-fi, NG MON
T
O F NAL GR4DE. SEE
7. PRIOR TO PLACEMENT OF BITUMINOUS BOND BREAKER
Xy -0 et:� A 1CM
'HEET D1. NT. CONTRACTOR SHALL CLEAN
DETAIL ON S
AND SWEEP OFF EXISTING PAVEMENT AND FILL
TING BITUMINOUS PAVEMENT IN
CRACKS IN EXIS
W
CONSTRUCTION LIMITS.
g4,
<
8. FOLLOWING CLEANING, 1" BITUMINOUS BOND BREAKER
<
OR BITUMINOUS LEVELING SH'A'LL BE PLACED, AS
Lj
INDICATED.
>
0
9. AFTER BOND BREAKER OR LEVELING (AS NEEDED) W
> Z
0 a- z
CONTRACTOR SHALL PLACE 9" P-501 PCC PAVEMENT,
OVERLAY EDGE TO EXISTING
z
:2 0
(5% MAX.) W,
HANGAR SLAB EDGE
LL
0
AND INSTALL SOD. SEE PAVEMENT
0 uj<
EDGE DETAIL ON SHEET D1. -0+00 -11 +(ju
10. CONSTRUCT BITUMINOUS TRANSITIONS AS SHOWN ON
ILS ON_ SHEET DI -D3.
+OC
z Z 0
ui 4
W 11. UPON COMPLETION OF FULL DEPTH PAVEMENT 0
(n
x
F.77
3:: uj
<
0 W
REMOVAL (WHERE INDICATED), THE SUBGRADE SHALL
0
z 0 < z
0 TE W
. .... BE FINE GRADED, PROOFROLLED, COMPAC D AND
z:r
+
- --- ------ -
BASE COURSE. IN AREAS OF APRON EXPANSION a.
-TREAT
Q- z
W (SCHEDULE V) CONTRACTOR SHALL CEMENT z
(n z
NT SUBGRADE TO'A DEPTH OF Z
0:x W
z
I
W
z 12" PER SPECIFICATIONS (P-301) PRIOR TO CONSTRUCTING P-304 AND P-501.
3: INSTALL SOD.
<
THE SUBGRADE SHALL BE COVERED WITH AN 8" (SCH
12.
swi_
<
V) OR 12" (SCH 1) STABILIZED BASE COURSE (P-304) 0
SHALL BE PLACED, GRADED, COMPACTED AND TESTED
PLACED IN ONE LIFT. THE STABILIZED BASE COURSE LLJ
z
IN ACCORDANCE WITH SPECIFICATIONS. W
V)
4
'jam
[7 goo
13. THE CONTRACTOR SHALL SCHEDULE OPERA11ONS TO
77
MINIMIZE THE TIME THE SUBGRADE IS EXPOSED TO
mom
. . .... 9v
POSSIBLE WEATHER. AS SOON AS SUBGRADE HAS
AND ACCEPTED, THE CONTRACTOR SHALL COMMENCE
-L\r
, FINE GRADED, COMPACTED
50 PLACEMENT OF THE STABILIZED BASE COURSE.
- -7
14. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TWO
02
-WATER EXCAVATIONS, MILLED
2
PUMPS ON SITE TO DE
<
AREAS, AND OTHER TEMPORARY LOW AREAS. A POSED --9 PCC-' 2
go IV
L-A
MINIMUM OF ONE PUMP SHALL RUN DURING EVERY -M, 13( -!vI1.N-0US*-
-UP.
T ANY STANDING WATER WITHIN
&LIN At
Typc
HER LOW AREAS. A SECOND
-E
4 HLE,
PUMP SHALL BE PROVIDED ONSITE AS A BACK
Date
- -- - ---------
MAY 2015
Scale
2& .50
2 8.25
2 1" 30'
74
28,50-
Drawn
PCC
Checked
BY.
ABM
TA)aWAY-
. . ..........
roject No.
Ri E:A K
3301-1303
BITUMINOU.
Sheet No.
-TRANS
�T
"TAX WAY
30 15 0 30 60 90
'LIMITS- -
jTION Z8�75
OF t
SCALE IN FEET
77
150 -
.... ...... 2�-
------ 28.50---

14C,
. . .... 75
4"
4-N
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k
0,
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HIM . . ...
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284
ALA
m
------- ........ --------- -
------ - --27-50-
K
N.,
27.75
U
o_
SILT FENCE.
28.25-
2&757,r-- SEE DETAIL ON
i� 1, 7
SHEET EC1. (SCH 111)
u,
2&25
'y
FOR EXIS71NG STORM DRAIN
yp
T1
INFORMATION SEE SHEETS
29.25 #v
0
EXIII-EX3.
28.
ow- ow
x
wn 06A 306- OM
As INSTALL SILT FENCE.
% SEE DETAIL ON J
PROPOSED DRAINAGE
A
N,
PRON AREA LIGHT.
PIPE. SEE SHEETS SHEET EC1. (SCH 11)
G4-GlO. 29.25 SEE SHEETS E-1
aAO
x
If THROUGH E-5 AND
28,50. ST-1.
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LEGEND
T 7
EXISTING CONCRM PAVEMENT
EXISTING BITUMINOUS PAVEMENT
EXIS11NG STORM DRAIN
-23-50-- -
EXISTING CONTOUR
- - -
EXISTING DRAINAGE DITCH/SWALE
90
EXISTING DROP INLET/APRON DROP INLET
EXISTING MONITORING WELL
EXIS11NG FENCE
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING GAS LINE
um_ - UTL m
EXISTING COMMUNICATIONS LINE
-UGP-"-UGP-
EXISTING UNDERGROUND POWER LINE
_0w_a4p_Cw_
EXISTING OVERHEAD POWER LINE
PROPOSED CONCRETE OVERLAY
PROPOSED BITUMINOUS TRANSITION
PROPOSED BITUMINOUS LEVELING
OEM
PROPOSED FULL DEPTH CONCRETE SECTION
Mm = = 1wn
PROPOSED STORM DRAIN
2 wo
PROPOSED CONTOUR
PROPOSED SILT FENCE
N EE ALSO SEQU:NCE OF CONS rRUCT-104 QN 5HEET
A5)
1. SEE SHEET Dl D3 FOR PAVEMENT SECTIONS AND
DETAILS.
2. SEE SHEETS Xl-X3 FOR FINISHED GRADE CROSS
SECTIONS.
3. SEE SHEET EC1 FOR EROSION AND SEDIMENT CONTROL
DETAILS.
4. SEE SHEETS G4-GlO FOR STORM DRAIN PIPE
INSTALLATION.
5. FOR JOINT LAYOUT AND ELEVATIONS SEE SHEETS Jl-J2.
6. PROPOSED CONTOURS SHOWN ON THIS SHEET ARE THE
FINISHED GRADE CONTOURS AFTER COMPLE11ON OF ALL
PAVING.
7. PRIOR TO PLACEMENT OF BITUMINOUS BOND BREAKER
AND CONCRETE PAVEMENT, CONTRACTOR SHALL CLEAN
AND SWEEP OFF EXISTING PAVEMENT AND FILL CRACKS
IN EXISTING BITUMINOUS PAVEMENT IN CONSTRUCT10N
LIMITS.
8. FOLLOWING CLEANING, 1" BITUMINOUS BOND BREAKER
OR BITUMINOUS LEVELING SHALL BE PLACED, AS
INDICATED.
9. AFTER BOND BREAKER OR LEVELING (AS NEEDED)
CONTRACTOR SHALL PLACE 9" P-501 PCC PAVEMENT.
�g
x
41
10. CONSTRUCT BITUMINOUS TRANSITIONS AS SHOWN ON
Z
- x1v
711 ___1 77=
THESE SHEETS AND DETAILS ON SHEET Dl-D3.
mm
0
f
+
v 11. CONTRACTOR SHALL UNDERCUT (P-152) GRASS AREA
Ell,
(SCH V) 12"'. SEE SPECIFICATION PCSG FOR HANDLING
,777T
AND DISPOSAL OF UNDERCUT. IMMEDIATELY PLACE
MR ggg
�4,
OFFSITE SELECT BORROW IN THE EXCAVATION.
7
T/
­R
J
f
12. UPON COMPLETION OF FULL DEPTH PAVEMENT REMOVAL
A
7
14.
&
(WHERE INDICATED), THE SUBGRADE SHALL BE FINE
4
-- ge wg GRADED AND PREPARED FOR PLACEMENT OF P-304
A
_z_
STABILIZED BASE COURSE. IN AREAS OF APRON
RIP
OV
'ZI
..... ... . 5
5,
EXPANSION (SCHEDULE V) CONTRACTOR SHALL
_pFu()vpi &mr t A
-SITE SELECT BORROW WHERE
4 IMMEDIATELY PLACE OFF
PIPE"
I-i%N PWi G,
REQUIRED, AND THEN CEMENT -TREAT THE PROPOSED
DfZOP
. . . . . . . . . . . . .
FILL EXISTING
f
PAVEMENT SUBGRADE TO A DEPTH OF 12" PER
SPECIFICATIONS (P-301) PRIOR TO CONSTRUCTING
P-304 AND P-501.
son
'28.
Boom as go as
am
L
2,
0�6�G$ED,` 9
EXISTING TAXIWAY
29.50
0 t;R
LIGHT DO NOT
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DISTURB.
POS E0
_YPICAL
T
-D
5
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ONC -P -14T
-:'--'-0 �48E­
-:ON
k - ba-WiL.
SHEE.
28.25
28.50-
BITU-
MNOU$
8.75
. .. . . . TRANSITION
LIMITS,
-(TYP_-SCHEDULE V
AXI
*A -A
WAY,
-A
OR-A-Dt 913t
-TAXIWAY
EDOE OF- -o
�tMENT-
�'�PAV
28.75'
. . . 28-25
28-50 - ------- - -----
13. THE SUBGRADE SHALL BE COVERED WITH AN 8" (SCH
V) OR 12- (SCH 1) STABILIZED BASE COURSE (P-304)
PLACED IN ONE LIFT. THE STABILIZED BASE COURSE
SHALL BE PLACED GRADED, COMPACTED AND TESTED I
ACCORDANCE WITH SPECIFICATIONS.
14. THE CONTRACTOR SHALL SCHEDULE OPERA11ONS TO
MINIMIZE THE TIME THE SUBGRADE IS EXPOSED TO
POSSIBLE WEATHER. AS SOON AS SUBGRADE HAS BEE
CEMENT TREATED, FINE GRADED, COMPACTED AND
ACCEPTED, THE CONTRACTOR SHALL COMMENCE
PLACEMENT OF THE STABILIZED BASE COURSE.
15. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF TWO
PUMPS ON SITE TO DE -WATER EXCAVATIONS, MILLED
AREAS, AND OTHER TEMPORARY LOW AREAS. A MINIMU
OF ONE PUMP SHALL RUN DURING EVERY RAIN EVENT
TO PREVENT ANY STANDING WATER WITHIN THE
EXCAVATED OR OTHER LOW AREAS. A SECOND PUMP
SHALL BE PROVIDED ONSITE AS A BACKLUP.
30 15 0 30 60
SCALE IN FEET
1 30
BY:
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D rawn
PCC:
Checked
ASM
Project No.
3301-1303

EXISTING MANHOLE SUPPORT AND
STA: 10+00-00 PROTECT EXISTING
RIM: 29.02 8" SANITARY SEWER.
sump: 13.10
INV IN: 14.10 54" RCP
32
28
24.
2A.
I
0
E
NQM t.5
SANITARY SEWER AND WATERUNES
CROSSING INSTAL! AMON (NOT SHOWN IN
PROF11 E) TO BE PLUGGED AND REMOVED
WHERE NEEDED BY CONTRACTOR.
30 15 0 30 60 vot
SCALE IN FEET
B-2 DROP INLET
-3 DROP IN
PROTECT
B-1 MANHOLE
STA: 11 + 13.55
STA: 12+01.36
RIM: 27-85
STA.13 +51.75LET OFF: 0.00
EXISTING 8"
RIM: 28.75
SUMP: 13.48
RIM: 28.25
WATERLINE
SUMP: 13-32
INV IN: 14.48 �54" RCP
FSUMP: 13.77
INV IN:14.77
(APPROXIMATE
INV IN: 14.32 54" RCP
INV OUT.-14.48 54�' RCP
54" RCP
LOCATION)
INV OUT-.14.32 54" RCP
INV OUT:14.77 54" RCP
-
I I lip
- - - - - - - - - - - -
BP-1
BP-2
61
150.39,
Of 154,,' RCP
0 0.19%
24.76"
0
of 5;4" RCP
@0.19%
-13 55'
of 5 4" RCP
0
07 .19%
8 7.82"
of 41" RCP
5
0.187,D
------------
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00 00
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13+50
14+00
14+50
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NOTES:
1. SEE SHEET A6 FOR TRAFFIC CONTROL PLAN.
2. CONTRACTOR SHALL INSTALL HAZARD FENCING AND WARNING SIGNS
AROUND WORK AREA.
3. GRADES TO BE RESTORED TO EXISTING CONDITIONS, EXCEPT WHERE
PROPOSED GRADING IS SHOWN NEAR STRUCTURES.
4. CONTRACTOR SHALL COORDINATE RELOCATED SANITARY SERVICE
LATERAL WITH CAPE FEAR PUBLIC UTILITY AUTHORITY.
5. SEE SHEETS EX1-EX6 FOR LIMITS OF EXISTING CONCRETE
FOUNDATIONS, PAVEMENT IN PATH OF PIPE SYSTEM TO BE REMOVED.
6. SEE TABLE ON SHEET 11 FOR PROPOSED DRAINAGE PIPES AND
STRUCTURES.
7. SEE SHEET D7 DETAILS AND NOTES FOR STORM DRAIN PIPE
INSTALLATION AND EXISTING STORM DRAIN SYSTEM REMOVAL.
8. SEE SHEET D7 FOR NCDOT ROADWAY PAVEMENT RESTORATION DETAIL
FOR PATCHING DETAILS FOR TRASK ROAD (SR 1312). RESTORE
MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE INSTALLATION.
9. SEE SHEET D7 FOR AIRPORT ROADWAY PAVEMENT RESTORATION (20'
WIDE) DETAIL FOR PATCHING NON STATE MAINTAINED PAVEMENT.
RESTORE MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE
INSTALLATION.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION SUPPORT
AND DEWATERING. DEWATERING SHALL BE DIRECTED ON AIRPORT
PROPERTY AND SHALL NOT BE DIRECTED TOWARD NCDOT
RIGHT-OF-WAY.
11. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE DISPOSED OF OFF
AIRPORT PROPERTY AT PROPERLY PERMITTED LOCATION.
12. UTILITIES SHOWN IN PROFILE ARE AT APPROXIMATE DEPTHS AND
LOCATIONS. DAMAGES TO EXISTING WATER AND SEWER SHALL BE
REPAIRED AT CONTRACTOR'S EXPENSE AND COORDINATED WITH CAPE
FEAR PUBLIC UTILITY AUTHORITY.
13. WHEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE ADJACENT TO
PAVEMENT, CONTRACTOR IS RESPONSIBLE FOR SHORING, BRACING
AND/OR INSTALLING SHEET PILES TO ENSURE PAVEMENT IS NOT
UNDERMINED.
14. INSTALL INLET PROTECTION AS NECESSARY.
CONTROL POINT
FOR DROP INLET
T= . ... ......
BASELINE LANDSIDE
STATION/OFFSET
CONTROL POINTS
N.T.S.
FOR EXISTING STORM DRAIN
INFORMATION SEE SHEETS
EXII -EX3.
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EXISTING DRAINAGE DITCH/SWALE
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EXISTING DROP INLET
EXISTING MONITORING WELL
EXISTING TIE DOWN
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X-X-
EXISTING FENCE
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EXISTING WATER LINE
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EXISTING SANITARY SEWER LINE
M43 OAS
EXISTING GAS UNE
!A1
-un-m-un-
EXISTING COMMUNICATIONS LINE
EXISTING UNDERGROUND POWER LINE'
Date
EXISTING OVERHEAD POWER LINE
MAY 2015
APPROXIMATE BORING LOCATION
Scale
. ... ..
PROPOSED CONCRETE PAVEMENT
Drawn
........... .........
PROPOSED BITUMINOUS PAVEMENT
REM
Checked
m
PROPOSED STORM DRAIN
ABM
PROPOSED CONTOUR
Project No. 3301-1303
[I R PROPOSED DRAINAGE DITCH/SWALE u W
Sheet No.
PROPOSED GRADE SPOT ELEVATION
BY:

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15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
L
PRIMARY PIPELINE *B* STATIONS
NOIES;
1. SEE SHEET A6 FOR TRAFFIC CONTROL PLAN.
2. CONTRACTOR SHALL INSTALL HAZARD FENCING AND WARNING SIGNS
AROUND WORK AREA.
I
1
3. GRADES TO BE RESTORED TO EXISTING CONDITIONS, EXCEPT WHERE
PROPOSED GRADING IS SHOWN NEAR STRUCTURES.
4. CONTRACTOR SHALL COORDINATE RELOCATED SANITARY SERVICE
LATERAL WITH CAPE FEAR PUBLIC UTILITY AUTHORITY.
5. SEE SHEETS EXI -EX6 FOR LIMITS OF EXISTING CONCRETE
FOUNDATIONS, PAVEMENT IN PATH OF PIPE SYSTEM TO BE REMOVED.
6. SEE TABLE ON SHEET 11 FOR PROPOSED DRAINAGE PIPES AND
STRUCTURES.
7. SEE SHEET D7 DETAILS AND NOTES FOR STORM DRAIN PIPE I
INSTALLATION AND EXISTING STORM DRAIN SYSTEM REMOVAL.
8. SEE SHEET D7 FOR NCDOT ROADWAY PAVEMENT RESTORATION DETAIL
FOR PATCHING DETAILS FOR TRASK ROAD (SR 1312.). RESTORE
MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE INSTALLATION.
9. SEE SHEET D7 FOR AIRPORT ROADWAY PAVEMENT RESTORATION (20'
WIDE) DETAIL FOR PATCHING NON STATE MAINTAINED PAVEMENT.
RESTORE MARKINGS, SIGNS & LANDSCAPING FOLLOWING PIPE
INSTALLATION.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION SUPPORT
AND DEWATERING. TERING SHALL BE DIRECTED ON AIRPORT
PROPERTY AND SHALL NOT BE DIRECTED TOWARD NCDOT
RIGHT-OF-WAY.
11. ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE DISPOSED OF OFF
AIRPORT PROPERTY AT PROPERLY PERMITTED LOCATION.
12. UTILITIES SHOWN IN PROFILE ARE AT APPROXIMATE DEPTHS AND
LOCATIONS. DAMAGES TO EXISTING WATER AND SEWER SHALL BE
REPAIRED AT CONTRACTOR'S EXPENSE AND COORDINATED WITH CAPE
FEAR PUBLIC UTILITY AUTHORITY.
13. MEN CONSTRUCTING OR REMOVING STRUCTURES/PIPE ADJACENT TO
PAVEMENT, .CONTRACTOR IS RESPONSIBLE FOR SHORING, BRACING
AND/OR INSTALLING SHEET PILES TO ENSURE PAVEMENT IS NOT
14. INSTALL INLET PROTECTION AS NECESSARY.
I /- CONTROL POINT
FOR DROP INLET
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71
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EXISTING CONCRETE PAVEMENT
EXITING BITUMINOUS PAVEMENT
� " � '
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EXISTING PAVEMENT TO BE MILLED
s
EXISTING CONCRETE PA E�iT TO BE
m = = = = m = =
EXISTING STORM DRAIN
- - - - 28. _50- - - -
EXISTING CONTOUR
- - - - - - - - - -
EXISTING DRAINAGE DITCH/SWALE
9
EXISTING DROP INLET
0
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A(
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FES--8 (NCDOT DETAIL 838.39) (NCDOT DETAIL. 838.01)
STA: 1 +68.26 STA: 19+73.47
� RIM: 17.00' OFFSET: 40' L
POPOSED INV: 6.00' (72" OUT) INV: 12.20' 36" IN
MH-2 MANHOLE, SEE DETAIL SHEET D1 MH-5 MANHOLE, SEE DETAIL SHEET D1
y STA: 2+88.26 STA: 26+73.47
RIM: 17.00' RIM: 22.00'
INV: 6.50' (72" IN) INV: 18.61' (48" IN)
INV. 6.50' (2--72" OUT) INv: 15.36' (60" IN)
MH-2A MANHOLE, S E DETAIL SHEET 01 INV. 15.36' (so" OUT)
INV: 9.83' (54" IN) MH--5A MANHOLE, SEE DETAIL SHEET D1
INV. 6.45' (72" IN) STA: 16+95.72
OFFSET: 775.51' R
FES-28 54" FLARED END SECTION RIM: 25.00'
STA: 3+05.31 INv: 19.00" (TWIN 24" IN*)
OFFSET: 89.15' L INV: 19.00' (48" OUT)
INV: 10.00' (54" IN)
EW 6 NCDOT 60" ENDWAL.L
} '= MH-3 MANHOLE, SEE DETAIL SHEET D1 (NCDOT DETAIL 838.27)
STA: 12+23.47 STA: 27+03.47
RIM: 21.6{1' " INV: 15.50' (60" OUT)
--s INV: 9.60(60 IN)
INv: 9.60' (72" OUT) FES--7 36" FLARED END SECTION
STA: 30+53.43
2OPOSED MH--4 MANHOLE, SEE DETAIL SHEET D1 INv, 19.00' (36" OUT)
P STA: 19+?3.47
RIM: 19.30' FES--8 36" FLARED END SECTION
INV: 12.00' (36" IN) STA: 31 +35.43
INV: 12.00' (60" IN) INV: 19.10' (36" IN)
INV. 12.00' (60" OUT)
* VERIFY EXISTING INVERT ELEVATIONS.
fH-5A
GRADING ELAN _.NQIE$ .
' 1. FINAL GRADES ARE SHOWN. SEE SHEETS G2--G5
FOR GRADING AND DRAINAGE PLANS.
i
2. SEE SHEETS P1 & P2 FOR STORM 'PROFILES, SHEETS
DI & D2 FOR STORM DRAINAGE DETAILS, AND
_.. - SHEETS A4 FOR WORK ZONES.
3. SEE SHEETS EC1--EC4 FOR EROSION AND SEDIMENT
CONTROL MEASURES AND DETAILS.
4. SEE SHEET D3 FOR FENCE DETAILS.
5. SEE SHEET D4 FOR EXISTING PERIMETER ROAD AND
ACCESS ROAD CROSS SECTIONS.
6 EXISTING STREAM TO REMAIN IN SERVICE DURING
1
INSTALLA71ON OF PROPOSE} STORM }DRAINAGE
SYSTEM. ONCE COMPLETED THE STORM DRAINAGE
f SYSTEM CAN BE ACTIVATED AND THE EXISTING
STREAM BACKFILLED. CONTRACTOR TO PROVIDE
DETAILED CONSTRUCTION SEQUENCE TO EXPLAIN
::F r METHODS OF DEWATERING AND MAINTAINING FLOW IN
r EXISTING STREAM DURING PIPE INSTALLATION.
z CONSTRUCTION SEQUENCE TO BE REVIEWED AND
t
APPROVED BY ENGINEER PRIOR TO PIPE
INSTALLATION.
Pr,
7. FOR THIS
S PROJECT EARTHWORK REQUIREMENTS ARE
DIVIDED INTO THREE (3) AREAS: RUNWAY SAFETY
AREA GRADING, LOCAL IZER CRITICAL AREA AND
PERIMETER ROAD EMBANKMENT GRADING, AND
In
GENERAL GRADING AREAS. SEE EXCAVATION AND
EMBANKMENT NOTES ON SHEET D1
8. CONTRACTOR SHALL PLACE GEOTEXTILE FABRIC,
NCDOT TYPE 2, IN THE EXISTING WETLANDS AND
STREAM BED PRIOR TO PLACING FILL.
-_t
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M N o
URVEY BY ROBERT H. GOSLEE & ASSOCIATES, P.A. AND ENTITLED
PARTIAL SITE PLAN OF THE AIR WILMINGTON & AERONAUTICS LEASE TRACTS
DATE: FEBRUARY 11, 1999 REVISED: DECEMBER 19, 2001.
COMBINED WITH SURVEY BY ROBERT H. GOSLEE & ASSOCIATES, P.A. AND ENTITLED
PROPOSED SITE PLAN FOR AIR WILMINGTON INTERNATIONAL AIRPORT
DATE: JUNE 21„ 2012 REVISED: JUNE 22, 2012
SITE PLAN
NORTH NORTH
DM o EX. CONCRETE DUCT MARKER
o EX. CLEAN OUT
_ . =:ffl EX. CATCH BASIN
® MONITORING WELL
_.--x--FENCE
SW8 040836 PERMIT DATA
TOTAL SITE AREA 11,620.8 AC
30% OVERALL BUA MAX 486.2 AC
EXISTING BUA AS OF 8/6/12 — 293.84 AC
PROPOSED BUA U 0.41 AC
TOTAL BUA 294.25 AC
NEW HANOYER COUNTY I
EXISTING IMPERVIOUS AREA = 0.0 AC (0 SF)
PROPOSED IMPERVIOUS AREA = 0.4 AC (17,730 SF)
PROPOSED GRASS AREA = 0.6 AC (253,899 SF)
TOTAL PROJECT AREA = 1.0 AC (43,629 SF)
EROSION CONTROL, AND STORMWATER PLANS)

Aq
R
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STONE PAD AT SITE EXITS
TO REMOVE MUD FROM TIRES
NOTES:
1.) STONE SHALL BE #4 WASHED STONE (6" THICK)
2.) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE
DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND
BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT
SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER -COURSE.
4.) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE
SCALE: N.T.S.
GALV.-- KEY JOINT RICHMOND G-33
SCREED JOINT
SMOOTH DOWEL 3/4"0x18"
AT 16" O.C. - OIL ONE
END TO PREVENT BOND
a .
a
STEEL POST
WIRE FENCE
FILTER MEDIA EXXON
GTF 100E OR
APPROVED EQUAL
'-
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
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NOTE
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5'-0" STEEL POST
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8"
MIN.
8" TRENCH AFTER
-V. PLACING FABRIC
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INDICATED ON PLAN AS -SF -SF -SF.
NOTES:
1.) WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL
HAVE A MIN. OF SIX LINES OF WIRES WITH 12" STAY SPACING.
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263)
AND 70 ON COE E.O.S. TEST.
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER TYPE.
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN
8' APART O.C. WITH WIRE BACKING.
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL
SURFACE EROSION.
GUIDELINES
FOR TEMPORARY SILT FENCE DETAIL
SCALE: N.T.S.
1 /4"x1 1 /4" FORMED JOINT
FILL W/ FOX FX 523
EPDXY FLEX JOINT FILLER
- DET.
6 MIL. VAPOR BARRIER
4" COMPACTED ABC CRUSH & RUN
COMPACTED SUBGRADE
TYPICAL CONSTRUCTION JOINT
PLAN -- BEND
SEE SECTION FOR DEPTH B
PLAN -- TEE
SEE SECTION FOR DEPTH B
1/4 It xl 1 /4" FORMED JOINT
FILL W/ FOX FX 523
EPDXY FLEX JOINT FILLER
a
4 0 12" O.C. EW 6 MIL. VAPOR BARRIER
4" COMPACTED ABC CRUSH & RUN
COMPACTED SUBGRADE
TYPICAL SAWED JOINT
DET.
1 1 /2"
4
DRIVE AREA DETAILSCONCRETE PlA_%&w
SCALE:- N.T.S.
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SEE PLAN FOR LENGTH A
BLOCKING DIMENSIONS
PIPE SIZE
A
B
C
UP TO10"
4'-0"
2'-6"
1'-6"
12" TO 16"
5' - 0"
4' �-- 0"
2' - 0"
18" TO 24"
8' - 0"
6' - 0"
3' - 0"
CONCRETE BLOCKING DETAILS
SCALE: N.T.S. NOTE:
PROVIDE BLOCKING (THRUST BLOCK) AT BENDS
1 /8" TO 1 /4"
....zMED JOINT
FILL W/ FOX FX 523
EPDXY FLEX JOINT FILLER
TYPICAL JOINT
C,
ONSTRUMIQ,N,,, EMENC E;
1.
REQUEST PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR.
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2
2.
INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE.
3.
BEGIN CLEARING AND GRADING OPERATIONS.
4.
STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
5.
FILL SITE FOR BUILDING FLOOR ELEVATIONS.
6.
COMPLETE UTILITY CONSTRUCTION.
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7.
STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
&
REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT
VEGETATIVE COVER IS ESTABLISHED.
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GRADING
NO
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1.
INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING 'OPERATIONS.
2.
CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS.
m
3.
STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE FROM SITE.
4.
COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5.
ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1 SLOPES.
6.
PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
7.
OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO
W
ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
8.
EXCESS SOIL MATERIAL SHALL BE DISPOSED OF OFF SITE.
EROSION
CONTRA ;
Q)
1.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION AND IS
SUBJECT TO A FINE.
2.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADING
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SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING.
ALL FLAT AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
v
Q
3.
ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR, ENGINEER, & OWNER
4.
IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21 CALENDAR DAYS OR
1.5 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND
R
TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL INSPECTOR.
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5.
IF ACTIVE CONSTRUCTION CEASES FOR 21 CALENDAR DAYS DURING GRADING OPERATIONS AND
WHILE TEMPORARY DIVERSION DITCHES ARE REQUIRED, ALL DISTURBED AREAS, INCLUDING THE
DITCHES MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE
EROSION CONTROL INSPECTOR.
MAINTENANCE
PLAN;
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
o
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICESAS DESIGNED.
2.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER.
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3.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
4.
CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR
SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED WITH
2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH.
SITE
NQM.-
1.
THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH FIELD CONSTRUCTION
CONDITIONS.
2.
BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH ANY SORROWMATERIAL REQUIRED FROM
SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OVINER. ALL BORROWED MATERIAL
MUST COME FROM A LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED' BY THE STATE.
3.
CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE REMOVED FROM THE SITE OR
USED IN LANDSCAPED ISLANDS.
SEEDING
SPECIFICATIONS;
LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET
FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET
TEMPORARYEGETATIME COVER
SEEDIN SEEDING SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING:
LATE WINTER - SPRING PER ACRE
OAFS 20 LBS.
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WINTER RYE (GRAIN) 50 LBS.
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OATS AND 25 LBS.
WINTER RYE (GRAIN) 25 LBS.
SM PER ACRE
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SUDAN GRASS 35 - 45 LBS.
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BROWN TOP MILLET 30 - 40 LBS.
c,
WEEPING LOVEGRASS 4 - 6 LBS.
LAZE SIMMER/EARLY WIN
PER ACREv
WINTER RYE (GRAIN) 50 LBS.
OATS 50 LBS.
BARLEY 30 - 40 LBS.
WHEAT 30 - 40 LBS.
PERMANENT VEGETATIVF- CQM
NCVEMBER-MARCH
BERMUDA (UNHULLED) 40 LBS.
WINTER RYE (GRAIN) 50 LBS.
FESCUE 80 LBS.
MARCH-NOVEMBER
g
BERMUDA (HULLED) 30 LBS.
L
W
FESCUE 80 LBS.
MULCH: APPLY 1-1 /2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL) ON ALL SEEDED AREAS.
4
TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE ASPHALT TACK APPLIED
�
AT THE RATE OF 225 GALLONS/ACRE.
*
MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED AND/OR FOR CONTRACT TIME.
CONCRETE
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1.
CONCRETE DESIGN IS BASED ON THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
(ACT-318-05) AND ALL SUBSEQUENT SUPPLEMENTS.
2.
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL
CONCRETE IN BUILDINGS" ACI 301. ACI STANDARDS 305 AND 306 SHALL BE FOLLOWED WHEN
HOT OR COLD WEATHER CtNVCRE71NG RESPECTIVELY.
3.
CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
FOUNDATIONS: 3000 PSI NORMAL WT.
4.
PORTLAND CEMENT: ASTM C-150 TYPE I, 1 A OR III.
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5.
REINFORCING STEEL: ASTM A615, GRADE 60
6.
WELDED WIRE MESH: ASTM A185
7.
MINIMUM CLEAR CONCRETE COVER ON REINFORCING:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES
CONCRETE EXPOSED TO EARTH OR WEATHER: 2 INCHES (U.N.O.)
&
LAP SPLICES SHALL BE CLASS B SPLICES AND SHALL ADHERE TO THE FOLLOWING:
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BABA SPLICE IN INCH
4 29
'K
0
5 36
s 43
8 71
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IN THE EVENT TWO BARS OF DIFFERENT SIZES ARE SPLICED, THE SPLICE LENGTH OF THE
LARGER BAR SHALL BE USED.
9.
ALL SLAB ON GRADE AND ABOVE GRADE CONCRETE SHALL BE CURED BY THE USE OF AN
APPROVED WET CURING PROCESS FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT IN
e
ACCORDANCE WITH ACI 308. A CURING COMPOUND MAY BE USED IN CONJUNCTION WITH
i
THE WET CURE PROCESS PROVIDED THAT COMPOUNDS ARE PLACED IN STRICT ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS AND ARE COMPATIBLE WITH ALL CONCRETE ADDITIVES.
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10. ALL ABOVE GRADE CONCRETE EXPOSED TO WEATHER SHALL HAVE ANTI -CORROSIVE INHIBITORS AS
MANUFACTURED BY W.R. GRACE CONTAINED IN THE MIX PER SPECIFICATIONS BY MANUFACTURER.
11.
ALL SPLICES, BENDS, STANDARD HOOKS AND OTHER DETAILING OF REINFORCEMENT SHALL BE AS
RECOMMENDED IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES" ACI 315 AND ACI 318-05.
12. BONDNVG AGENT SHALL BE STRUCTURAL EPDXY ADHESIVE CONFORMING TO ASTM C-881 AND
SHALL BE PLACED AT THE INTERFACE OF TWO SEPARATE CONCRETE PLACEMENTS.
13. PROVIDE AIR ENTRAINMENT OF 4 TO 6 PERCENT.
14. CONCRETE FINISH: CONCRETE APPROACH AND FLOORS - BROOM FINISH.
W
15. EXPANSION JOINT FILLER: ASTM D1751 ASPHALT -SATURATED FIBER WITH TWO -COMPONENT
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EPDXY JOINT FILLER.
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16. FILL ALL VOIDS & HONEY COMBS WITH EPDXY.
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NOTE: NO WETLANDS EXIST WITHIN THE PROJECT AREA.

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SEE SHEET P1 FOR FINISHED GRADE CENTERLINE PROFILES AND SHEET P2 FOR
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3.
SEE SHEETS EC1_EC4 FOR EROSION AND SEDIMENT CONTROL MEASURES AND
DETAILS.
4.
SEE SHEET C1 FOR DITCH LAYOUT.
5.
SEE SHEETS L1-L3 AND LDI-LD2 FOR LIGHTING AND SIGN LAYOUT AND:
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6.
EXISTING PERIMETER ROAD TO STAY IN SERVICE UNTIL NEW PERIMETER ROAD IS
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7.
EXISTING STORM DRAINAGE SYSTEM IS TO REMAIN IN SERVICE DURING BOTH
PHASES OF WORK. CONTRACTOR TO PROVIDE DETAILED CONSTRUCTION
SEQUENCE FOR REVIEW TO MAINTAIN DRAINAGE SYSTEM IN SERVICE.
9.
THE LOCALIZER ANTENNA AND ITS ASSOCIATED FACILITIES (SHELTER, POWER
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MATCH
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SHELTER,, AND EQUIPMENT AT ALL TIMES® ANY DAMAGE TO EXISTING FACILITIES
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PERMANENT LINING SHALL BE
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WIDTH
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LESS THAN 10' WIDE, NO CET`
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ADDITIONAL POSTS SHALL BE INSTALLED AS
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SHALL BE INSTALLED WITH 3' OF
. EMBEDMENT.
U
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ZOTTOM RAIL
1.66" O.D.,
GALVANIZED
STEEL PIPE
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NOT TO SCALE
1. CONTRACTOR SHALL TAKE EXTREME CARE
NOT TO DAMAGE PROPOSED FORCEMAIN
DURING CONSTRUCTION OF DITCH CROSSING.
GALVANIZED TEE BRACE
CLAMP
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10 01
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TEK SCREWS
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NOT TO SCALE
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PIPE WITH TEK SCREWS.
CT GALVANIZED POST TO
A RAIL AS SHOWN IN
1.
1.66" O.D GALVANIZED POST
INSTALLED WITH 4" MAXIMUM
SPACING BETWEEN POSTS. POST
SHALL BE DRIVEN 3' DEEP
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VARIES
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-- RELOCATION BEHIND
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PRIOR TO SEEDING AND MULCHING
SHOULDERS AND ER DISTURBED
AREAS, CONTRACTOR SHALL REMOVE
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L-- IN PHASE 2, PLACE 3"
. MINIMUM DEPTH MILLINGS ON TOP
OF PROPOSED PORTIONS OF I
ACCESS ROAD. MILLINGS SHALL
BE FROM TIE-IN POINTS OR PLACE BORROW
PAVED OVERRUN. EMBANKMENT - SAND FILL,
FILL UPLACE le)" CRUSHED SUITABLE STANAREADARD PROPROPOSED CTOR IN ALL
COMPACTED TO 98% OF
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1.6'*- !M-Q.L-GIB Aff=L Agms-s 13QAQ
I NOTE: NOT TO SCALE
I AFTER STRIPPING AND PRIOR TO PLACEMENT OF BORROW EMBANKMENT, CONTRACTOR SHALL PROOFROLL THE
SUBGRADE IN THE PRESENCE OF THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE. ANY UNSUITABLE AREAS
SHALL BE UNDERCUT AS DIRECTED BY THE ENGINEER.
FILL USING SUITABLE
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Scale HORIZ: 1"=
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Project No.
3301-1105
Sheet No.
p 1

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02 7
Date
JUNE 2012
scalle HORIZ: 1"= 50'
VERT: 1"= 5'
Drawn
LTC
Checked
ABM/AMS
Project No.
3301-11105
Sheet No.
h
P 2
M