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ONSLOW COUNTY AIRPORT
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RICHLANDS, NC 28574
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11 ECEIVE
AUG 072014
BY:

AIRPORT SAFETY AND SECURITY REQUIREMENTS
SAFETY
SECURITY
1. THE CONTRACTOR SHALL ACQUAINT ALL SUPERVISORS, EMPLOYEES, AND SUBCONTRACTORS OF THE AIRPORT 1. GENERAL INTENT: IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE
ACTIVITY AND OPERATIONS THAT ARE INHERENT TO THIS ACTIVE AIR CARRIER AIRPORT AND SHALL CONDUCTAIRPORT SECURITY PLAN AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN BY AIRPORT OPERATIONS.
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THE CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC AND EMERGENCY THE CONTRACTOR SHALL DESIGNATE TO THE ENGINEER AND AIRPORT OPERATIONS, IN WRITING, THE NAME OF
GROUND VEHICLE REQUIREMENTS AND GUIDELINES ON SAFETY AS SPECIFIED IN THE CONTRACT DOCUMENTS. RS&H Architects-Engineers-Planners,Inc.
HIS "CONTRACTOR SAFETY AND SECURITY OFFICER (CSSO)." THE CSSO SHALL REPRESENT THE CONTRACTOR AVIATION ORANGE
2. ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORT IN THE ACTIVE AIRCRAFT ON THE SECURITY REQUIREMENTS FOR THE CONTRACT. 8601 Six Forks Road,Suite 260
OPERATIONS AREA (AOA) SHALL DISPLAY IN FULL VIEW A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT OR AVIATION WHITE Raleigh,NC 27615
ABOVE THE VEHICLE A 3' X 3' OR LARGER, ORANGE AND WHITE CHECKERBOARD FLAG, EACH CHECKERBOARD 2. CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE CSSO SHALL BE RESPONSIBLE FOR BRIEFING ALL 919-846-6701 FAX [phone]
COLOR BEING 1-FOOT SQUARE, (SEE CONSTRUCTION SAFETY FLAG DETAIL), AND ESCORTED UNDER THE CONTRACTOR PERSONNEL ON SECURITY REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE www.rsandh.com
BRIEFED ON SECURITY REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA. North Carolina License Nos.50073*F-0493*C-28
CONTROL OF ONE CONTRACTOR MOBILE (TWO-WAY) RADIO OPERATOR ON THE JOB AT ALL TIMES. ANY
VEHICLE OPERATING IN THE ACTIVE AOA DURING THE HOURS OF DARKNESS SHALL BE EQUIPPED WITH A 3. ACCESS TO THE SITE: CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS. NO
FLASHING AMBER (YELLOW) DOME LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED BY AIRPORT OPERATIONS. ALL CONTRACTOR 3'
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CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES. HOURS OF DARKNESS IS DEFINED TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY MIN.
AS ONE (1) HOUR AFTER CIVIL SUNSET UNTIL ONE (1) HOUR BEFORE CIVIL SUNRISE, AS PUBLISHED BY CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM
AMERICAN AIR ALMANAC, CONVERTED TO LOCAL TIME. THE VARIOUS CONSTRUCTION AREAS ON THE SITE, AND FOR THE OPERATION AND SECURITY OF THE ACCESS
GATE TO THE SITE. A CONTRACTOR'S FLAGMAN OR TRAFFIC CONTROL PERSON SHALL MONITOR ANDI
3. ALL NON-RADIO EQUIPPED CONTRACTOR VEHICLES THAT ARE REQUIRED TO OPERATE ON, NEAR OR ACROSS COORDINATE ALL CONTRACTOR TRAFFIC AT THE ACCESS GATE WITH AIRPORT SECURITY. THE CONTRACTOR OA 1 AIRPORT
ACTIVE RUNWAYS, TAXIWAYS, APRONS AND RUNWAY APPROACH AND PROTECTION ZONES SHALL DO SO UNDER SHALL NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON THE SITE. ACCESS GATES TO THE SITE
THE DIRECT CONTROL OF A RADIO EQUIPPED ESCORT VEHICLE. ESCORT VEHICLES, OPERATORS, AND RADIO SHALL BE LOCKED AND SECURED AT ALL TIMES WHEN NOT ATTENDED BY THE CONTRACTOR. IF THE
EQUIPMENT SHALL BE APPROVED BY AIRPORT OPERATIONS. ESCORT VEHICLES SHALL BE MARKED AND CONTRACTOR CHOOSES TO LEAVE ANY ACCESS GATE OPEN, IT SHALL BE ATTENDED BY CONTRACTOR
LIGHTED AS DESCRIBED IN PARAGRAPH NO. 2 ABOVE AND SHALL BE EQUIPPED WITH AN APPROVED AVIATION PERSONNEL WITH A TWO-WAY COMMUNICATION DEVICE WHO ARE FAMILIAR WITH THE REQUIREMENTS OF THE ALBERT J. ELLIS
BAND RADIO AS PER SPECIFICATION SECTION P-105: TEMPORARY CONSTRUCTION ITEMS. RADIO EQUIPPED AIRPORT OPERATIONS SECURITY PROGRAM. THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEANUP 3' MIN. --� AIRPORT
VEHICLES SHALL CONTINUOUSLY MONITOR COMMON TRAFFIC ADVISORY FREQUENCY (CTAF) 123.0 MHZ. ALL OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROUTE AS A RESULT OF HIS CONSTRUCTION TRAFFIC.
AIRCRAFT TRAFFIC ON RUNWAYS, TAXIWAYS AND APRONS SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC. DIRECTIONAL SIGNING FROM THE ACCESS GATE ALONG THE DELIVERY ROUTE TO THE STORAGE AREA, PLANT NOTE: RICHLANDS, NC
SITE OR WORK SITE SHALL BE AS DIRECTED BY AIRPORT OPERATIONS. SAFETY FLAG SHALL BE PROMINENTLY
4. NO RUNWAY, TAXIWAY, APRON OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT WRITTEN APPROVAL OF DISPLAYED ABOVE ROOFLINE ON ALL
AIRPORT OPERATIONS. TO ENABLE NECESSARY "NOTICES TO AIRMEN" (NOTAM) OR ADVISORIES TO AIRPORT 4. MATERIALS DELIVERY TO THE SITE: ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE WORK SITE CONSTRUCTION EQUIPMENT.
SERVICES OR TENANTS, A MINIMUM OF 48 BUSINESS HOURS WRITTEN NOTICE REQUESTING CLOSING SHALL WILL USE AS A DELIVERY ADDRESS, THE STREET NAME ASSIGNED TO THE ACCESS POINT AT THE 1 CONSTRUCTION SAFETY FLAG
BE DIRECTED TO THE RESIDENT PROJECT REPRESENTATIVE (OWNERS REPRESENTATIVE) AND/OR ENGINEER CONTRACTOR'S STAGING SITE AT THE AIRPORT. THE NAME "ALBERT J. ELLIS AIRPORT" SHALL NOT BE USED IN G003 SCALE:NTs GENERAL AVIATION
WHO WILL COORDINATE THE REQUEST WITH AIRPORT OPERATIONS. THE DELIVERY ADDRESS AT ANY TIME. THIS WILL PRECLUDE DELIVERY TRUCKS FROM ENTERING INTO THE TERMINAL AND
TERMINAL COMPLEX, OR TAKING SHORT CUTS THROUGH THE PERIMETER GATES AND ENTERING INTO AIRCRAFT
5. ANY CONSTRUCTION ACTIVITY WITHIN 250 FEET OF AN ACTIVE RUNWAY CENTERLINE OR 59 FEET FROM AN OPERATIONS AREAS INAPPROPRIATELY. APRON
ACTIVE TAXIWAY CENTERLINE OR OPEN EXCAVATIONS IN EXCESS OF THREE INCHES DEEP WITHIN THE ABOVE
AREAS, WILL REQUIRE CLOSURE OF THE AFFECTED RUNWAY OR TAXIWAY, UNLESS OTHERWISE APPROVED BY 5. CONSTRUCTION AREA LIMITS: THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, PLANT SITE,
AIRPORT OPERATIONS. CLOSURE REQUIRES THE SAME PROVISIONS AS PARAGRAPH NO. 4 ABOVE. EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S
EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR. THE CONTRACTOR SHALL
6. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING, MARKING AND/OR SEAL
PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED BY THE OWNERS REPRESENTATIVE AND/OR WARNING DEVICES VISIBLE FOR DAY/NIGHT USE. TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING -
AIRPORT OPERATIONS. LIGHTS WILL BE REQUIRED AT CRITICAL ACCESS POINTS. TYPE OF MARKING AND WARNING DEVICES SHALL CA
BE APPROVED BY AIRPORT OPERATIONS, AND SHALL NOT BE PLACED IN AREAS OF JOINT USE BY OTHERS. ¢� . �4;p
7. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM twwwx.:9 .i.rs..a.n.,d/..h./.co.m
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AIRCRAFT JET BLAST OR WIND CONDITIONS IN EXCESS OF TEN MILES PER HOUR. STOCKPILE HEIGHT SHALL 6. IDENTIFICATION-PERSONNEL: ALL EMPLOYEES, AGENTS, VENDORS, INVITEES, ETC. OF THE CONTRACTOR OR f. `� ,�3
BE LESS THAN 15 FEET AND OUTSIDE THE RUNWAY AND TAXIWAY OBJECT FREE AREAS. IN ADDITION, SUBCONTRACTORS REQUIRING ACCESS TO THE AIRPORT { t'f*"* �Ilkr�'1
Q SECURE AREA, IN ACCORDANCE WITH THE AIRPORT 1 e
STOCKPILED MATERIAL SHALL HAVE SILT FENCE LOCATED AROUND THE MATERIAL TO PREVENT FOD FROM OPERATIONS SECURITY PROGRAM, BE REQUIRED TO DISPLAY AIRPORT ISSUED IDENTIFICATION OR BE UNDER 1r of �f f
MOVING ONTO THE AIRFIELD PAVEMENTS OR POLLUTING WATERCOURSES. STOCKPILED MATERIAL SHALL NOT ESCORT BY PROPERLY BADGED PERSONNEL. THESE BADGES WILL BE IDENTIFIED NUMERICALLY AND ISSUED 4••'•••:., E `0+ �.� wl ,
PENETRATE THE 7:1 TRANSITIONAL SLOPE OF THE RUNWAY AFFECTED BY GRADING OPERATIONS. TO INDIVIDUAL EMPLOYEES WITH A PERMANENT RECORD MAINTAINED ON EACH INDIVIDUAL TO WHOM A BADGE ` ,t.
IS ISSUED. NO BADGE WILL BE ISSUED TO ANY PERSON UNTIL A REVIEW OF THE FM REQUIRED '-- -`-
8. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL LOCATED IN THE AOA SHALL BE PROMINENTLY PAPERWORK BY AIRPORT SECURITY AND ALL REQUIREMENTS ARE MET. PAPERWORK SHALL BE SUBMITTED IN
MARKED WITH FLAGS AND LIGHTED BY APPROVED LIGHT UNITS DURING HOURS OF RESTRICTED VISIBILITY AND ACCORDANCE WITH THE AIRPORT AND BADGING REQUIREMENTS AS LOCATED IN THE FORMS SECTION OF THE
DARKNESS. CONTRACT SPECIFICATIONS. IDENTIFIABLE HARD HATS OR OTHER IDENTIFICATION SHALL ALSO BE WORN AT CONSULTANTS
ALL TIMES IF REQUIRED BY AIRPORT OPERATIONS. THE CONTRACTOR AND ITS STAFF ARE RESPONSIBLE FOR
9. DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEARS, ATTENDING TRAINING AND COMPLETING SECURITY BADGE APPLICATIONS, WHICH WILL INCLUDE AIR/GROUND
PROPELLERS OR BEING INGESTED IN JET ENGINES SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT RADIO, TAXIWAY AND AIRPORT FAMILIARIZATION. IN ADDITION, APPROPRIATE FEES WILL BE REQUIRED FOR
AREAS. IF THESE MATERIALS ARE OBSERVED TO BE ON OR NEAR ACTIVE AIRCRAFT MOVEMENT AREAS, THEY BADGING AND FINGERPRINTING. SEE CONTRACT SPECIFICATIONS SC-5 FOR BADGING FEE INFORMATION.
SHALL BE REMOVED IMMEDIATELY AND CONTINUOUSLY DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
A VACUUM TRUCK TO CLEAN THE AREA OF CONSTRUCTION NEAR AND INCLUDING THE RUNWAY, TAXIWAY, TAXILANE, 7. IDENTIFICATION-VEHICLES: THE CONTRACTOR, THROUGH THE CSSO, SHALL ESTABLISH AND MAINTAIN A LIST
AND/OR APRON AT THE END OF EACH DAY/NIGHT OF CONSTRUCTION. OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE. CONTRACTOR
10. THE ENGINEER WILL ARRANGE WITH AIRPORT OPERATIONS FOR INSPECTION PRIOR TO OPENING FOR AIRCRAFT EMPLOYEE VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S EMPLOYEE PARKING AREA AND ARE NOT
USE ANY RUNWAY OR TAXIWAY THAT HAS BEEN CLOSED FOR WORK, ON OR ADJACENT THERETO, OR THAT ALLOWED ON THE AOA AT ANY TIME.
8.
HAS BEEN USED FOR A CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR. 9. FINES: PAYMENT OF ALL FINES ASSESSED TO ALBERT J. ELLIS AIRPORT DUE TO VIOLATIONS BY THE
11. THE CONTRACTOR IS DIRECTED TO COMPLY WITH AND ACQUAINT HIS/HER EMPLOYEES WITH THE MOST CONTRACTOR OF FAA/TSA SECURITY OR SAFETY REQUIREMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE
CURRENT VERSION OF THE FOLLOWING SAFETY GUIDELINES, RELATED MATERIALS AND FM ADVISORY CONTRACTOR.
CIRCULARS: 10. FLAGMEN: ALL GATES USED BY THE CONTRACTOR SHALL BE KEPT CLOSED AND LOCKED WHEN NOT IN
USE. WHEN GATES ARE IN USE, A PERSON BADGED PER THE AIRPORT SECURITY PROGRAM SHALL BE
150/5200-18 "AIRPORT SAFETY-SELF INSPECTION" PROVIDED BY THE CONTRACTOR TO ENSURE THAT UNAUTHORIZED PERSONNEL OR EQUIPMENT DO NOT ENTER
150/5210-5 "PAINTING, MARKING & LIGHTING OF VEHICLES USED ON AIRPORTS" THE AIRPORT PROPERTY. THE CONTRACTOR'S BADGED PERSON SHALL HAVE IMMEDIATE ACCESS TO
150/5370-2 "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION" COMMUNICATION EQUIPMENT AND SHALL BE TRAINED IN THE PROPER USE OF SUCH EQUIPMENT. SUCH
EQUIPMENT SHALL ALLOW THE ATTENDANT TO COMMUNICATE WITH THE OWNER, THE ENGINEER, AND THE
12. CONSTRUCTION DURING THE PROJECT MAY BE HALTED AT ANY TIME BY THE RPR, ENGINEER, AND/OR CONTRACTOR'S SUPERINTENDENT AS NEEDED. ALL BADGES SHALL BE SECURED BY THE CONTRACTOR FROM
AIRPORT OPERATIONS IF IT IS DETERMINED TO BE IN THE BEST INTEREST OF AIRPORT OPERATIONS OR THE OWNER. SEE SPECIAL CONDITIONS SC-5 - AIRPORT SECURITY CLEARANCE REQUIREMENTS.
SAFETY. THE CONTRACTOR MAY BE DIRECTED TO REMOVE EQUIPMENT AND/OR EVACUATE THE SITE IN ORDER
TO ENABLE AIRCRAFT OPERATIONS. NECESSARY EXTENSIONS IN CONTRACT TIME WILL BE GRANTED OR A
STOP WORK ORDER WILL BE ISSUED DUE TO THESE DELAYS, HOWEVER, THERE WILL BE NO ADJUSTMENTS IN
CONTRACT PRICE DUE TO THESE DELAYS.
13. THE CONTRACTOR SHALL PREPARE SAFETY PLANS SPECIFIC TO DAYTIME AND NIGHTTIME CONSTRUCTION
OPERATIONS, AS WELL AS A CONTINGENCY PLAN TO ADDRESS CASES OF ABNORMAL FAILURES OR REVISIONS
UNEXPECTED DISASTERS. THE CONTRACTOR SHALL ALSO PREPARE A DESTRUCTIVE WEATHER PLAN TO SET
No. DESCRIPTION DATE
FORTH GENERAL GUIDANCE AND INFORMATION FOR THE CONTRACTOR TO COORDINATE PREPAREDNESS PLANS
WHEN DESTRUCTIVE WEATHER THREATENS THE AIRPORT. THE CONTRACTOR SHALL DEVELOP A SAFETY PLAN
COMPLIANCE DOCUMENT (SPCD) IN ACCORDANCE WITH SPECIFICATION P-102 SAFETY AND SECURITY.
14.
15. HAUL ROUTES ON THE AIRFIELD SHALL BE DELINEATED WITH LIGHTED BARRICADES. OTHER MEANS TO
CLEARLY MARK THE ROUTES TO THE WORK SITE MAY BE APPROVED BY THE OWNERS REPRESENTATIVE,
ENGINEER, AND/OR AIRPORT OPERATIONS.
16. ALL COMMUNICATION WITH THE AIR TRAFFIC OPERATIONS OR OTHER ELEMENTS OF THE AIRPORT SHALL BE
THROUGH THE ENGINEER, RPR, AND/OR AIRPORT OPERATIONS.
17. THE CONTRACTOR SHALL INSTALL ALL REQUIRED BARRICADES AT DESIGNATED PLAN LOCATIONS, RUNWAY DATE ISSUED: 08/06/14
CLOSURE MARKERS, HAVE ALL ACCESS GATES GUARDED AND LOCKABLE, HAVE ALL EQUIPMENT EITHER REVIEWED BY: AOM
FLAGGED OR FITTED WITH FLASHING AMBER DOME-TYPE LIGHT ON TOP OF THE VEHICLES, INSTALL ALL DRAWN BY: TML
TEMPORARY TAXIWAY OR RUNWAY LIGHTING AND/OR SIGNS. ALL THESE ITEMS SHALL CONSIST OF THE SAFETY
AND SECURITY SYSTEM. THE CONTRACTOR SHALL INSTALL THE COMPONENTS OF THE SYSTEM AT THE DESIGNED BY: TML
APPROPRIATE TIMES AS SPECIFIED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INSPECT EVERY PROJECT NUMBER
ASPECT OF THE SAFETY AND SECURITY SYSTEM ON A DAILY BASIS AND ENSURE ALL COMPONENTS ARE 2031169.011
FUNCTIONING PROPERLY. THE RESIDENT PROJECT REPRESENTATIVE (OWNERS REPRESENTATIVE) SHALL ALSO
®2014 REVNOLDS,SMITH AND HILLS INC.
DAILY INSPECT THE SYSTEM AND IF ANY DEFICIENCIES ARE NOTED, THE CONTRACTOR SHALL HAVE THAT DAY'S
PRORATED SAFETY AND SECURITY COST PERMANENTLY DEDUCTED FROM THE CONTRACTOR'S EARNINGS. THE SHEET TITLE
SYSTEM ELEMENTS TO BE INSPECTED AND DEFICIENCIES NOTED ARE AS FOLLOWS: SAFETY AND
*BARRICADES SET PROPERLY AND ALL FLASHING WARNING LIGHTS OPERATING PROPERLY. SECURITY
*ALL CONTRACTOR PERSONNEL AND EQUIPMENT ACCESS GATES MANNED AND SECURITY
PROCEDURES IN PLACE. DETAILS AND
*ALL EQUIPMENT FLAGGED OR OUTFITTED WITH FLASHING AMBER DOME-TYPE LIGHTS.
*CONTRACTOR USE OF UNAUTHORIZED AIRPORT ACCESS GATES CHECKED. NOTES
*INSTALLATION OF ALL TEMPORARY TAXIWAY OR RUNWAY LIGHTING AND/OR SIGNAGE. ECEiVe
ANY OF THE ABOVE SAFETY AND SECURITY ITEMS FOUND TO BE DEFICIENT AT THE BEGINNING OF THE DAY AUG U / 01 SHEET NUMBER
BY THE OWNERS REPRESENTATIVE WILL RESULT IN THAT DAY'S PRORATED SAFETY AND SECURITY BID ITEM
LOST AND BEING DEDUCTED PERMANENTLY FROM THE CONTRACTOR'S EARNINGS. THE CONTRACTOR SHALL BY: C 0 0 3
MAKE A CONCERTED EFFORT TO ENSURE ALL SAFETY AND SECURITY ITEMS ARE IN PROPER WORKING
ORDER EACH DAY DUE TO THE HEIGHTENED SECURITY STATUS OF THE AIRPORT AND THE CONSIDERABLE
LIABILITY ASSOCIATED WITH THE SAFETY AND SECURITY WORK. PERMIT SET
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■ 1 O =_i i THE BUILDING FOOTPRINT (INCLUDING GRADING AND FOUNDATIONS) WITH THE OVERALL SITE
r"I III --'J--- "Il FOLLOWING ADDITIONS:
a n q l A_- Q 7 a _ Y • LUMP SUM BUILDING PAY ITEM UTILITY SCOPE TO EXTEND 5' OUTSIDE THE PLAN AND
■ I - - - -LQI1P-SUM H 1 1 ' H H -tUlvlf'' SU :; 01 I BUILDING FOOTPRINT.
■ .- — — • ALL AIRSIDE SIDEWALK PAVEMENT AND SIDEWALK UNDERNEATH EXTERIOR STAIRS. eCtille, GENERAL NOTES
■ ALL OTHER PAY ITEMS •LL OT ER PAY ITEMS SEE STRUCTURAL PLANS FOR LIMITS AND DETAILS.
■ 111 L • ELECTRICAL YARD TO INCLUDE CMU WALL AND FOUNDATION, ALL ELECTRICAL AUG O 7 ; ill
■ L THE COMPONENTS
U NEN YARD FOOTPRINT.TRANSFORMER,
RMER, GENERATOR, ETC.) AND UTILITIES 5' OUTSIDE SHEET NUMBER
dY
■ CONDUIT/CABLE BETWEEN BUILDING AND ELECTRICAL YJ1,RD
I 161 •EXEMPTIONS: 004
LUMP UM PAY ITEM
■ 1111111 ALL LANDSIDE SIDEWALK WITH THE: EXCEPTION OF THE SIDEWALK UNDERNEATH
IIALNJ- . 141-rugli Y ■ LL LL LLL LL_
THE EXTERIOR STAIRWELL.
0 INSET 'A' LUMP SUM PAY ITEM SCOPE DELINEAT1OI • ALL FENCING
• ALL LANDSCAPING PERMIT SET
coo4 SCALE:1"=1O'

OFA OFA OFA OFA T 1OFA O
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RS&H Architects-Engineers-Planners,Inc.
RSA RSA RSA RSA RSA RSA 8601 Six Forks Road,Suite 260
I � NCGS JACK (PACS) 4Raleigh, NC 27615
395799.22 919-846-6701 FAX [phone]
E:: 2416355.676355 6 www.rsandh.com
ELEV. 86.60 N43' 58' 07.58"E North Carolina License Nos.50073*F-0493*C-28
NCGS JACK (PACS) N 3524.27'
NCGS ALEL (SACS)
N: 398335.70
E: 2418802.45 EWS
ELEV. 87.26
_ _ __ ___ ________ _______ __ ________ ___
, , , , AIRPORT
, , , , , , . , , _ ___ ____ ___.. ,
_ ________ , . , , , .
___, ___ _ ALBERT J. ELLIS
i a , RUNWAY 5-23 AIRPORT
RICHLANDS, NC
o ,
GENERAL AVIATION
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TERMINAL AND
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E: 2416394.05 1, - APRON
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TAXIWAY ALPHA N. 1141
- - TAXIWAY ALPHA ',11, .4,,l'ik' ,voIr ,r
TAXIWAY SAFETY AREA (TSA�
TAXIWAY SAFETY AREA (TSA) -" - - `\ •t\ `
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N: 395672.53
EXISTING T-HANGAR E: 2417691.94 �
10- % 11+00 12+00 11501
14t00 15+00 16+00 17+0018+00 19+00 20+00 2 0 22+0023+009221 I 1 I f I I I I 1 1 - 1 1 - 1 1 + [ 1 1 - -f--
297.87'
0 GA BASELINE I FUTURE HANGAR - p m _` . - - -i S5- 3g_29 401v
STA. 10+00 0 BY OTHERS �!
OFFSET: 0.00' ( ) }��--j� �- � I _ r
N: 394554.45 I - III _II,II,II _ �EfEfniuiMf ,
�� E: 2416555.64 I - 4. I STA. 23+00.00 GA BASELINE °
\\ OFFSET- 0.00' I
l .4, N: 395495.94 (
�� �- E: 2417452.07
— — AM
n
—_ _ ,� 1 1 ! — REVISIONS
u x ���— No. DESCRIPTION DATE
SEE SHEET C010 FOR r''I �' ;'`
HORIZONTAL & VERTICAL CONTROL PLAN NOTES TERMINAL LOCATION PLAN PASSENGER TERMINAL
1. ALL STATIONS AND OFFSETS ARE CALLED OUT IN REFERENCE TO THE PROJECT BASELINE, WHICH IS \ UNDER CONSTRUCTION r *'°
LOCATED AT THE PROPOSED GENERAL AVIATION APRON EAST EDGE, WHICH IS APPROXIMATELY OFFSET \ BY OTHERS I I I I I I I III '
420' CENTERLINE OF TAXIWAY ALPHA.
FROM, AND PARALLEL TO, THE vi; i '��
2. ROAD ALIGNMENT DATA IS PROVIDED ON GEOMETRY PLAN SHEETS. ` , i�
3. THE CONTRACTOR SHALL ESTABLISH THE TEMPORARY BENCH MARKS (TBM'S) AT APPROPRIATE . ._
TBM. THE COORDINATES + Bi`,"
LOCATIONS AND SHALL ESTABLISH NORTHINGS AND EASTINGS FOR EACH �---�
SHALL BE BASED UPON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM AND SHALL BE \ IllDOCUMENTS FOR ACCURACY AND CONFORMANCE WITH THE -it r :11
COORDINATED WITH THE CONSTRUCTION \ '` `UTILIZED IN THE CONSTRUCTION DOCUMENTS. I i g�l I I II I I � I I I I I I I I I
COORDINATESYSTEM
4. THE CONTRACTOR SHALL SUBMIT THE TBM'S AND THEIR EXACT LOCATION TO THE RESIDENT PROJECT \ DATE ISSUED: 08/06/14
REPRESENTATIVE (RPR) AND ENGINEER FOR INCLUSION IN THE CONTRACT DOCUMENTS AND RECORD \ - REVIEWED BY: AOM
_ --.I 11! 1 • E� lIfiIllflllllIIiPfIRII DRAWN BY: TML
DRAWINGS.
5. THE TBM'S ARE ARE TO BE COORDINATED AND BACK-CHECKED TO ALL OTHER BENCHMARKS (BM) AND DESIGNED BY: TML
TBM'S CURRENTLY SHOWN FOR ACCURACY SO THEY CAN BE UTILIZED ON FUTURE PROJECTS. PROJECT NUMBER
6. THE CONTRACTOR SHALL COORDINATE THE ELEVATION OF THE NGS OR NOAA BENCHMARKS WITH THE 2031169UM
TEMPORARY BENCHMARKS SHOWN ON THE PLANS AND ESTABLISHED FOR THIS PROJECT TO ENSURE .011
®20t4 REYNOLDS,SMITH AND HILLS INC.
TOTAL COMPATIBILITY AND ACCURACY. LEGEND
7. ALL DAMAGED AND/OR DESTROYED CONTROL POINTS ARE TO BE REPLACED BY THE CONTRACTOR AT e,.. SHEET TITLE
NO ADDITIONAL COST TO THE OWNER.
8. ALL NORTHINGS AND EASTINGS DEFINED SHALL BE TO NAD 83, STATE PLANE - NORTH CAROLINA. A BENCHMARK 4 10 off, ri fi
ANY DATA NOT TO NAD 83 SHALL BE RECALCULATED AND SUPPLIED TO THE ENGINEER.
0
9. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). EXISTING RUNWAY SAFETY AREA (RSA) . /7 BY:_,.. SURVEY
10. EXISTING TOPOGRAPHY, ELEVATIONS, AND BOUNDARY INFORMATION WERE TAKEN FROM THE FEBRUARY 6, ti CONTROL PLAN
2014 AND NOVEMBER 2011 SURVEY BY:
EXISTING RUNWAY OBJECT FREE AREA (ROFA)
McKIM & CREED EXISTING TAXIWAY SAFETY AREA (TSA)
243 NORTH FROI`j STREET WILMINGTON, NC 28401 EXISTING TAXIWAY OBJECT FREE AREA (TOFA) 100 0 100 200 SHEET NUMBER
910-343-1048 Millillinial
GRAPHIC SCALE C 0 0 6
( IN FEET )
PERMIT SET

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RSA RSA -_ - - _ , RSAI i n<-n r,-A_�.
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/ GRADING NIGHT WORK ONLY
/ LOW PROFILE BARRICADES RS&H Architects.Engineers-Planners,Inc,
r/ 8601 Six Forks Road,Suite 260
Raleigh,NC 27615
919-846-6701 FAX [phone]
——_____------ www.rsandh.com
North Carolina License Nos.50073*F-0493*C-28
GRADING NIGHT WORK ONLY GRADING NIGHT WORK ONLY LOW PROFILE BARRICADES
LOW PROFILE BARRICADES
7-
k ELLIS
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OFA OFA OFA OFA OFA C .- AIRPORT
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PAVING NIGHT WORK ONLY �, RICHLANDS, NC
LOW PROFILE BARRICADES
_v GENERAL AVIATION
TERMINAL AND
APRON
LOW PROFILE BARRICADES
TO REMAIN IN PLACE FOR
THE PROJECT DURATION I
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STA. 14+07.88 GA BASELINE 1
OFFSET: 20.00' L C009 STA. 17+91.38 GA BASELINEEXISTING T-HANGAR I
OFFSET: 20.00' L
❑ 0 0 -- ■ ■ ■ ■ ■ ■ ■ 0
00 11+00 12+00 / 13+00 14+00 15+00 16+00 17+00 `: I• 19+00 20+00 21+00 2 ++ I—_ 23+00
- I - I -I F I 4------- I I ❑ I 4 I I • I I ■ I - I J I I - I + I I I -
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s. [ STA 17+91.38 GA-BASELINE - --- - -
(Gq_ c - OFFSET: 67. ' R
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SEE TEMPORARY FENCE -- 3. f -- .__ e -sl ` GREET; 67.50 R n
GA-13 DETAILS SHEET C008 _ _ _ -4/4
STA 20+18.84 GA BASELINE
* a` ; .. , ,� .-{ ,., ;�., ,. { e404 OFFSET: 85.27' R
Ja
"0 REVISIONS
,�Q am
---•- it _ 0+12.42 GA BASELINE
GA-9 ■ ,i rr-3.-rf 1.1.+:{x..iri-L1-J-i.J t J i.•r 1.1.1 1-e:m�-i th• MI-i t 1 11 Q+ r t�e� : 85.27' R
No. DESCRIPTION DATE
O
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L.
A-8
TIE IN TO EXISTING SECURITY FENCE 17\ GA-D
STA. 14+07.90 GA BASELINE
DATE ISSUED: 08/06/14
OFFSET: 172.97' R
REVIEWED BY: AOM
DRAWN BY: TML
GENERAL DESCRIPTION OF WORK
LEGEND PHASE 1: CONTRACTOR TO FILL AND GRADE SITE. .., r DESIGNED BY: TML
PHASE 2: CONTRACTOR TO INSTALL PROPOSED DRAINAGE AND UNDERGROUND UTILITIES. PROJECT NUMBER
PHASE 3: CONTRACTOR TO INSTALL TEMPORARY FENCE. AUG 0 7 ZOi t 2031169.011
PHASE 4: BUILDING AND PAVEMENT CONSTRUCTION CAN OCCUR CONCURRENTLY AFTER PHASES 1-3 HAVE BEEN COMPLETED. ©2014REYNOLDS,SMITH AND HILLS INC
��/// .
PAVING NIGHT WORK
BY:.............-------....._ SHEET TITLE
\\\` TRAFFIC
PHASING REQUIREMENTS
GRADING NIGHT WORK THE SERVICE ROAD T MUST BE MAINTAINED AT ALL TIMES. THE EXISTING SERVICE ROAD CANNOT BE DEMOLISHED UNTIL THE NEW SERVICE ROAD IS CONSTRUCTED AND OPENED TO TRAFFIC. AIRFIELD DRAINAGE MUST BE MAINTAINED AT ALL
EXISTING RUNWAY SAFETY AREA (RSA) TIMES. FLOODING OF EXISTING FACILITIES DURING CONSTRUCTION WILL NOT BE ALLOWED. CONTRACTOR SHALL MAINTAIN AIRCRAFT ACCESS TO THE T-HANGARS AT ALL TIMES WITH THE EXCEPTION OF SCHEDULED CLOSURES APPROVED BY THE /� PHASING
OWNER.
EXISTING RUNWAY OBJECT FREE AREA (ROFA) �� PLAN
CLOSINGS /
EXISTING TAXIWAY SAFETY AREA (TSA) TAXIWAY A (SOUTH OF B3) WILL BE CLOSED DURING THE SCHEDULED GRADING NIGHT WORK. TAXILANE B2 WILL BE CLOSED DURING THE SCHEDULED PAVING NIGHT WORK. THE CONTRACTOR MUST REMAIN OUT OF THE TAXILANE/TAXIWAY OBJECT
FREE AREA AT ALL OTHER TIMES.
EXISTING TAXIWAY OBJECT FREE AREA (TOFA)
GENERAL NOTES 50 0 50 100 SHEET NUMBER
.�--- EXISTING AOA FENCING 1 . ALL WORK WITHIN THE TAXIWAY A AND TAXIWAY B2 OBJECT FREE AREAS SHALL BE PERFORMED AT NIGHT BETWEEN THE HOURS OF 8:00 PM (CONTINGENT ON THE ARRIVAL OF THE LAST COMMERCIAL FLIGHT) AND 5:00 AM. TAXIWAY A (SOUTH
OF B3) AND TAXIWAY B2 WILL BE CLOSED FOR THIS WORK. WORK MUST BE COMPLETE AND CLEANED FOR 5:00 AM INSPECTION BY AIRPORT OPERATIONS IN ORDER TO OPEN TAXIWAY A AND THE T-HANGAR TAXILANE BY 5:30 AM. EDGE ■ ENE
_❑ PROPOSED TEMPORARY AOA FENCING DROPS IN EXCESS OF 3" AND SLOPES STEEPER THAN 5% WILL NOT BE PERMITTED IN THE TAXIWAY/TAXILANE SAFETY AREA WHEN TAXIWAY A AND B2 ARE OPEN (SEE DETAIL XX). ALL POTENTIAL F.O.D. SHALL BE REMOVED FROM THE TAXIWAY, M M . C 0 0 7
TAXILANE, AND SHOULDERS. IF THE AREA WITHIN THE TAXIWAY SAFETY AREA IS NOT CLEARED AND ACCEPTABLE FOR AIRPORT OPERATIONS, THE CONTRACTOR WILL NOT BE ALLOWED TO OPEN THE TAXIWAY. IF THE TAXIWAY IS NOT READY TO GRAPHIC SCALE
BE OPENED, THE CONTRACTOR SHALL BE CHARGED LIQUIDATED DAMAGES IN ACCORDANCE WITH THE CONTRACT. AIRPORT OPERATIONS MUST INSPECT AND APPROVE THE TAXIWAY AND TAXILANE PRIOR TO RE-OPENING. ( I N FEET )
2.ALL CLOSURES SHALL BE SCHEDULED WITH THE OWNER AND ENGINEER AT LEAST 2 BUSINESS DAYS IN ADVANCE OF THE CLOSURE, AND ARE SUBJECT TO APPROVAL OF THE OWNER AND ENGINEER. PERMIT SET
3.SEE GENERAL NOTES ON SHEET xx FOR ADDITIONAL REQUIREMENTS.

36"
r 1
BLACK LETTERS ' '
TYPICAL CHAIN LINK FENCE MEMBERS, DIMENSIONS & WEIGHTS 3" H X 1 1/4" W NO TRESPASSING FENCING NOTES RSsilfl
STEEL FRAME HIS IS A RESTRICTED AREA 1. THE DEMOLITION OF FENCE SHALL INCLUDE THE COMPLETE REMOVAL AND DISPOSAL OF THEIR
CONTENTS INCLUDING FOUNDATIONS. ANY HOLES FROM REMOVAL OF POSTS AND FOUNDATIONS SHALL RS8lH Architects-Engineers-Planners,Inc.
BE FILLED. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE COST OF CLEARING AND GRUBBING.
DESCRIPTION 8601 Six Forks Road,Suite 260
SEE DEMOLITION PLANS FOR FENCE REMOVAL LIMITS. Raleigh,NC 27615
SECTION OUTSIDE WEIGHT BLACK LETTERS
DIMENSION ( / ) / / UNAUTHORIZED ENTRY OF VEHICLES AND/OR
INCHES LBS FT. 1 i 2" H X 1 2" W 919-846-6701 FAX [phone]
(INCHES) RSONNEL IS PROHIBITED IN ACCORDANCE WITH d- 2. THERE ARE EXISTING UNDERGROUND ELECTRICAL AND COMMUNICATIONS CABLES IN THE PROJECT WORK www.rsandh.com
NORTH CAROLINA STATUTES AND ALBERT J. N AREAS. THE ENGINEER HAS MADE EVERY EFFORT TO SHOW THEIR APPROXIMATE LOCATIONS. IT SHALL North Carolina License Nos.50073*F-0493*C-28
CORNER, BRACE, END AND PULL POSTS 0 2.375 3.65 ELLIS AIRPORT SECURITY REGULATIONS. BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY CABLE LOCATED, FLAGGED AND
FABRIC HEIGHTS 6 ft AND LESS ❑ 2.00 3.60 IDENTIFIED PRIOR TO CONSTRUCTION. ANY DAMAGE DONE TO CABLES OR UTILITIES SHALL BE REPLACED
AT THE CONTRACTORS EXPENSE. LOCATION OF EXISTING UTILITIES MAY BE DONE BY CALLING 811 .
0 2.875 5.79 BLACK BORDER--,,,.` VIOLATORS SHALL BE PROSECUTED TO THE FULL
FABRIC HEIGHTS OVER 6 ft 2.5 5.70 EXTENT OF THE LAW. 3. ALL EXISTING AIRPORT SIGNAGE ON ANY FENCING DEMOLITION WILL BE SALVAGED AND TURNED OVER STO THE OWNER. SIGNAGE MAY BE RE-USED ON TEMPORARY FENCE. FA
ALL HEIGHTS ROLL FORM 3.5x3.5 5.10 . 1 4. A SECURE PERIMETER MUST BE MAINTAINED AT ALL TIMES. ALL EMPLOYEES, AGENTS, VENDORS,
0 .O 3 OR 4 5.79 NOTE. INVITEES, ETC. OF THE CONTRACTOR OR SUBCONTRACTORS WORKING IN THE AIRCRAFT OPERATIONS
Al R 1p
O T
GATE POSTS AREA AOA SHALL BE REQUIRED TO DISPLAY AIRPORT ISSUED IDENTIFICATION OR BE UNDER ESCORT
2.5 5.70 SIGN TO BE MOUNTED TO FENCE, SPACEDIII (AOA)
GATE LEAF WIDTH 6 ft AND LESS EVERY 100'. MOUNT SIGN ADJACENT TO NO PARKING SIGN. BY PROPERLY BADGED PERSONNEL.
ROLL FORM 3.5x3.5 5.10 ALBERT J. ELLIS
5. FENCE TO BE LOCATED WITHIN 3 INCHES OF ANY WALL OR STRUCTURE FORMING PART OF THE
NO TRESPASSING SIGN PERIMETER. PLACEMENT OF FENCE TO BE FIELD VERIFIED BY CONTRACTOR AND APPROVED BY RPR. AIRPORT
GATE WIDTH OVER 6 ft THRU 13 ft 0 4.0 9.11 C008 FENCE FABRIC SHALL HAVE A MAXIMUM GAP FROM GROUND OF 2". RICHLANDS, NC
GATE LEAF WIDTH OVER 13 ft THRU 18 ft 0 8.625 24.70 1 2"
6.625 18.97
GATE LEAF WIDTH OVER 18 ft THRU 23 ft 0 6. ANY AND ALL TEMPORARY FENCING REQUIRED BY THIS CONTRACT SHALL MEET THE STANDARDS AND
RED LETTERS DETAILS HEREIN AND WITHIN F-162. ALL TEMPORARY FENCING IN AREAS WHERE ACTIVE AIRCRAFT
OPERATIONS ARE TAKING PLACE SHALL HAVE SOLAR POWER RED STEADY BURN LIGHT UNITS,
LINE POSTS 3" H X 2" W LUMASTROBE MODEL SLX-2 OR APPROVED EQUAL SPACED AT A MAXIMUM OF 10 FEET APART. LIGHTS GENERAL AVIATION
FABRIC HEIGHTS 6 ft AND LESS 0 1.90 2.72 0 SHALL BE MOUNTED TO THE FENCING WITH GALVANIZED CHANNEL MOUNTING BRACKETS AND SECURED
FABRIC HEIGHTS OVER 6 ft 0 2.375 3.65 RED LETTERS WITH STRAP TIES. TERMINAL AND
2" H X 1 1/4" W- ARKING APRON
oo
RAILS & BRACES 0 1.660 1.806 ANY
ROLL FORM 1.625x1.250 1.35 RED BORDER
TIME
SEAL
NOTES:
GALVANIZED STEEL PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM F 1083.
NOTE: SIGN TO BE MOUNTED TO FENCE, SPACED EVER
Y 100'. NR# N
THE STEEL USED IN ALL STRUCTURAL SHAPES SHALL CONFORM TO THE REQUIREMENTS OF MOUNT SIGN ADJACENT TO NO TRESPASSING SIGN. `'*Q . �ESS��•l' `
g.
ASTM A 572, GRADE 45, AND SH
ALL BE GALVANIZED IN ACCORDANCE WITH THE REQUIREMENTS
p
OF ASTM F 1234, TYPE A. © NO PARKING SIGN , � '
GENERAL NOTES ,l i:,� ''411' 1i
C008 SCALE:NTS
ROLL-FORMED SECTIONS SHALL BE FABRICATED FROM MATERIAL MEETING THE REQUIREMENTS
1. DIMENSIONS: ALL DIMENSIONS, SIZES, GAUGES, WEIGHTS, OR THICKNESSES SHOWN ARE THE MINIMUM `. ' "
OF ASTM A 570, GRADE 45, AND SHALL BE GALVANIZED IN ACCORDANCE WITH THE REQUIREMENTS ACCEPTABLE, UNLESS OTHERWISE INDICATED \.a__ .•�'
OF ASTM A 123, OR COATED WITH ZINC-5% ALUMINUM MISCHMETAL ALLOY IN ACCORDANCE WITH 2. SPECIFICATIONS: THE FEDERAL SPECIFICATIONS SHOWN SHALL BE INTERPRETED TO MEAN THE LATEST
ASTM F 1234, TYPE C. ISSUE OR AMENDMENT OF SUCH SPECIFICATION, IN EFFECT ON THE DATE OF PLAN APPROVAL CONSULTANTS
FM SPECIFICATIONS SHOWN ARE FROM THE FEDERAL AVIATION ADMINISTRATION "STANDARD
SPECIFICATIONS FOR CONSTRUCTION OF AIRPORTS" MATERIALS AND CONSTRUCTION METHODS NOT
DETAILED HEREON, SHALL BE IN ACCORDANCE WITH THE FM SPECIFICATION LISTED FOR EACH
CLASS OF FENCE, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. GATES ARE MEASURED IN
UNITS FOR EACH TYPE AND SIZE INSTALLED
10'-0" (MAXIMUM) 10'-0" (MAXIMUM) 3. FABRIC INSTALLATION: WIRE OR FABRIC ON BOUNDARY AND SECURITY FENCES SHALL BE ON THE SIDE
as-
....0OF POSTS AWAY FROM AOA. FENCES BETWEEN TERMINAL BUILDINGS AND APRONS, OR ADJACENT TO
TYPE I EXTENSION SIDEWALKS, SHALL HAVE FABRIC ON THE BUILDING OR SIDEWALK SIDE OF POSTS. ALL OTHER
POST TOP BUILDING AREA FENCES SHALL HAVE FABRIC ON SIDE OF POSTS AWAY FROM BUILDINGS OR
ARMS (45°) & TOP RAIL TOP RAIL INSTALLATION BEING FENCED, UNLESS OTHERWISE NOTED.
3-STRANDS OF
BARBED WIRE 4. BARBED WIRE: BARBED WIRE SHALL BE ZINC COATED, MEETING REQUIREMENTS OF ASTM A 121 , CLASS
���� +�������� r11110►i♦ �1Ik flI ILOAILrLr�r�.0.rLILiILi r��.ik��rLrArIIIAI m"" 3, WIRE SHALL BE THREE STRAND TWISTED No. 12-1/2 ASW GAUGE STEEL, WITH FOUR POINT
+w:���������������� 4 ������ �������� ����������� �1� BARBS, No.14 ASW GAUGE MINIMUM 1/2 MINIMUM LENGTH, SPACED ON APPROXIMATELY 5"
�♦�♦�♦�. V♦�♦�♦�♦�♦��t►� ��������������������������������* CENTERS. THE BARB WIRE SHALL BE ATTACHED TO 45 DEGREE ARMS. TENSION SHALL BE TO
MOUNT SIGNS ������
�♦�.�♦�..�♦�♦�.�♦�♦�♦�♦�♦�. ���������������� �������������������������� I� SATISFACTION OF THE ENGINEER. NO CRIMPING OR SPLICING SHALL BE USED TO OBTAIN PROPER
EVERY 100'. SEE ����. NO TRESPASSING ���������'10 TENSION. EACH POST SHALL HAVE PLACEMENT ARM AND 3-STRANDS OF BARBED WIRE SHALL BE
♦.♦.♦.♦...♦♦♦. DETAILS THIS ������ THIS IS A ��������� I! CONTINUOUS. TYPE I, EXTENSION ARMS ARE REQUIRED.
► ��������������� 9-GAUGE GALVANIZED SHEET NO RESTRICTED AREA ���
► ' ��������� STEEL FABRIC 2" MESH PARKING ������������������`�� 5. CONCRETE: CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI.
����������� o FOOTING TOPS SHALL BE 1 " MINIMUM ABOVE GROUND AT THE POST, AND TROWEL FINISHED TO
♦♦..�.�.�.�.�.�♦�.�♦�; 'It` SLOPE AWAY FROM POST.
���.►��*���������� " X ���������'1� _ 6. OPENINGS UNDER FENCE: ANY OPENING UNDER FENCES, WHEREIN THE BOTTOM FENCE WIRE IS
_ �♦�♦�♦���♦�.��♦...♦♦ 'I� 1-- w < MORE THAN 2" ABOVE GROUND AND THE TOTAL AREA OF OPENING IS 96 SQ. INCHES OR MORE,
3 8" DIA. TRUSS ROD �����������'IE _ = w
c.) ��������� ����,������������ No. 11 GALVANIZED WIRE / ��4♦�������► c..D U, SHALL BE CLOSED. OPENINGS LESS THAN 18" HIGH SHALL BE CLOSED BY INSTALLING ONE OR MORE
m ���� �������� FASTENERS TYP. W/ ADJUSTMENT OR ���������.Ik w v ADDITIONAL LINE POSTS NEAR THE OPENING CENTER AND STRETCHING STRANDS OF BE2 coARBED WIRE
,a ��� �► ��������� AS APPROVED BY Sr��,l� m f BETWEEN THE EXTRA POSTS AND ADJACENT LINE POSTS AT 6" MAXIMUM VERTICAL SPACING, VERTICAL REVISIONS
♦�♦�♦�♦�.�♦�♦�.����.�:� ENGINEER ��������.� STRANDS OF BARBED WIRE SHALL BE INSTALLED AT 12 ' MAXIMUM HORIZONTAL SPACING AND TIED TO No. DESCRIPTION DATE
► � � �� I CO
a ALL HORIZONTAL STRANDS AND THE FABRIC BOTTOM WIRE. THIS WORK SHALL BE INCIDENTAL TO
�FA #4#4 BARE COPPER WIRE; CLAMPED TO FINISH GRADE ���������:��� I X `` FENCE INSTALLATION COSTS. OPENINGS 18" OR MORE IN HEIGHT, OPENINGS IN HIGH SECURITY RISK
��������������� FABRIC/POST; EXOTHERMICALLY WELDED 6" ����������4:� v AND HAZARD AREAS, DITCHES, DRAINAGE COURSES, ETC., SHALL BE CLOSED BY METHODS APPROVED
►♦������������� TO GROUND ROD BOTTOM BRACE, REQ'D FOR FIRST �������.� _ N
`�♦�♦�♦�,,♦♦..♦♦.. (MAX.) ��► IN BY THE RPR. PAYMENT FOR CLOSURES SHALL BE INCIDENTAL TO THE F-162 FENCING ITEM.
♦♦♦♦.,�♦♦`...', ' SPAN FROM CORNER & PULL POSTS. .♦.:♦�♦:♦:.:♦� .
,���� . 1 ��������� 7. GROUND RODS: GROUND RODS SHALL BE INSTALLED AT 500' MAXIMUM INTERVALS, INCIDENTAL TO
���������������j������������ -` �������qv FENCE COST. EACH SECTION OF FENCE SEPARATED BY NON-METALLIC CONNECTORS, BUILDINGS OR
' • 2" (MAX.) OTHER OPENINGS SHALL HAVE A MINIMUM OF ONE GROUND ROD. EACH GATE LEAF FRAME SHALL
2" (MAX.) I J r ' / � �, � , , „ \ \` �\\�. ` \` - - \\\\-\\\\ ` \\ , ` , �- , , , , , \ \\\\\\\\\\\\'\ BE CONNECTED TO THE GATE POST BY A BRAIDED FLEXIBLE COPPER STRAP. EACH GATE POST
\�\ \/\\\/\\\/\\\/\ �\\\\ �\ \\ 7-GUAGE C 01 LED SPRING � // // // // // // // // // // // // // // // // // // // // // // // // / / / / SHALL B E GROUNDED AS DETAILED. GROUND RODS SHALL BE 5/8" x 8' MIN. SIZE, COPPER CLAD.
\\ \\,\\.\\ \\ \ \ \\ \/\\ \\\\\\ \\\\\\\\\\\\\\\\\\A\ \ \A\ \ \ \ \ \ \\ \ \ \
\/\/ \/\ , z / /\ / /\�' \ / ALL GROUND RODS TO BE TESTED WITH MAXIMUM RESISTANCE TO GROUND OF 10 OHMS. GROUND
\ \\/\/\ /\\ TENSION WIRE \//\\//� //\// /\ //�, " CABLE SHALL BE NO. 4 AWG. MIN., BARE STRANDED COPPER WIRE. FOR FENCES GROUNDING SHALL DATE ISSUED: 08/06/14
/\\/ `\/\\ / _ /\/\ >//\//\ \ y/\, 1 CROWN BE AS DETAILED. REVIEWED BY: AOM
., //�\/� \ \/� / �, Z - z \%\\ %\\ � BRACE SECTION �\ DRAWN BY: TML
a j / /\ \/ / Li,
o w \//\//< /\ /� 0 8. FENCE LINE AND ALIGNMENT: FENCE LINES SHALL BE CLEARED OF ALL OBSTRUCTIONS AND SMOOTH
\/� \/\// // 1 > \\/\\ \/\\/\ \ � I DESIGNED BY: TML
N o \ \ \ Q �, / / ;/ / / GRADED TO THE GENERAL CONTOUR OF THE ADJACENT GROUND FOR A 10' MIN. WIDTH EACH SIDE PROJECT NUMBER
/\/\ i/\// '/\ /\\/\ /\\� / �/\ `r OF LINE. STUMPS AND ROOTS NOT INTERFERING WITH FENCE CONSTRUCTION, MAY BE CHIPPED TO
/\\/ \/\� /\ ,//\//\ //\/ COMMERCIAL REDI-MIX \ /�, 2031169.011
/\j\ / / \ \ � \/\/ / �/ GROUND LEVEL THE FENCE SHALL BE CONSTRUCTED VERTICAL, STRAIGHT AND TRUE TO LINE. THE
/ \//\/ // \\/\ \/\\/\ (3000 PSI ® 28 DAYS) \\ /\ LONGITUDINAL GRADIENT SHALL PARALLEL THE GENERAL SLOPE OF THE GROUND. ®ZO„REYNOLDS.SM,T ANOH,LLS,NC_
/\/j\ \/\/\ \\ / /< / / TYPICAL 0.12 CY / \
/\' / \/\\/� \\ //%\//% >//\//% / _ � 9. FENCE SIGNAGE: ANY NEW SIGNS TO BE PLACED ON NEW OR EXISTING FENCING MATERIALS SHALL BE DETAILED SHEET TITLE
• \ \\ \ \\� SONOTUBE SIDE
/ ��/� \\�//�/ - L \/ /\/ j /� ON THE PLANS. ALL FURNISHING AND, INSTALLING OF SIGNAGE IS INCIDENTAL TO ITEM F-162. FENCE SHALL
5/8" \/\\/\\/\\/\\/ FORMS REQ'D TO \ \, \ \ INCLUDE "NO TRESPASSING" AND "NO PARKING" SIGNS AT 100'.
COPPERCLAD GROUND V�//A/,/, 1/2/7 WITHIN V-0" OF \ //z,/N/z TEMPORARY
12" ROD. (SEE GENERAL NOTES THIS SHEET) FINISHED GRADE 12" N
(MAX.) (CUT AFTER CURING FENCE DETAILS
BRACE POST PERIOD)
TURF LINE POST (INTERMEDIATE) TERMINAL POST
(END. CORNER OR PULL) C' ° �.
SHEET NUMBER
3 TEMPORARY CHAIN LINK FENCE IN TURF AREAS
0008 SCALE:NTS BY: coo 8
PERMIT SET

GENERAL PHASING NOTES.
1. SOME OF THE WORK IS WITHIN THE AIRCRAFT OPERATIONS AREA (AOA). DUE TO THE IMPORTANCE OF MAINTAINING AIRFIELD
OPERATIONS, SAFETY AND SECURITY DURING CONSTRUCTION WITHIN THESE AREAS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
BE APPRAISED OF AND IMPLEMENTING THE GUIDELINES ESTABLISHED IN THE SPECIAL PROVISIONS UNDER SAFETY AND SECURITY, 2 Y " ,DIA. FENCE LINE POST
SPECIFICATION ITEM P-102 SAFETY AND SECURITY. AND" 3 DIA. FENCE PULL POST RSM I r
2. THE CONTRACTOR SHALL BE GIVEN A SPECIFIC NUMBER OF CONSECUTIVE CALENDAR DAYS TO PERFORM THE WORK FOR EACH RS&H Architects•EngineerS•Planners,Inc
PHASE AS SPECIFIED IN THE CONTRACT DOCUMENTS AND PLANS. IF THE CONTRACTOR DOES NOT COMPLETE THE
CONSTRUCTION WITHIN THAT TIME FRAME, LIQUIDATED DAMAGES WILL BE ASSESSED UNLESS THE PHASE DURATION/CONTRACT A AOA - 8601 Six Forks Road,Suite 260
/ 4 TIE TO CONCRETE Raleigh,NC 27615
TIME IS EXTENDED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. IF THE ENGINEER, AND/OR AIRPORT MANAGEMENT FEELS BARRIER AND FENCE TOP RAIL 3" PULL POST 6" MAX 919-846.6701 FAX[phone]
THAT CONSTRUCTION IS PROCEEDING AT TOO SLOW A PACE, THE ENGINEER SHALL NOTIFY THE CONTRACTOR IN WRITING. THE I� www.rsandh.com
CONTRACTOR SHALL BE REQUIRED TO RESPOND IN WRITING JUSTIFYING THE IDENTIFIED DELAYS AND/OR LACK OF SUFFICIENT 6" NorthCarolinalw.rsNndh.73*F-0493*C•26
EQUIPMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE JUSTIFICATION FOR WAIVING OF ANY / ,
LIQUIDATED DAMAGES CHARGED. xI BRACE ' 4
SEE DETAIL , 3" PULL f LINE POST - BRACE PRECAST
3. THE CONTRACTOR SHALL, AT ALL TIMES, COORDINATE HIS WORK EFFORTS WITH THE RPR, ENGINEER, AIRPORT OPERATIONS, AND POST CHAIN LINK TENSION WIRE = CONCRETE
OTHER CONTRACTORS. IF ANY PROBLEMS OR CHANGES ARISE DURING CONSTRUCTION SEQUENCING, THE CONTRACTOR SHALL F NC (TYP) BARRIER [ LIS
IMMEDIATELY NOTIFY THE RPR AND ENGINEER REQUESTING ACTIONS TO RESOLVE SAID PROBLEMS PRIOR TO CONTINUING THE -> �g :•.;.;.•.•�,� �,•;•.oy,•• •o o.•••••• •
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WORK. CARRIAGE BOLTS = •
•••••• •
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4. THE CONTRACTOR SHALL CONTINUOUSLY CLEAN UP DURING EACH PHASE OF THE PROJECT AND SHALL PERFORM FINAL CLEAN SEE DETAIL
UP WORK PRIOR TO A FINAL INSPECTION. THE CONTRACTOR SHALL SWEEP ON A DAILY BASIS AS NECESSARY OR AS DIRECTED THIS SHEET --CONCRETE BARRIER
BY THE ENGINEER. THE CONTRACTOR SHALL ENSURE THAT ALL FOREIGN OBJECT DEBRIS (FOD) DEPOSITED BY AUTOMOBILE OR o
CONSTRUCTION EQUIPMENT OR BY WIND BLOWN DEBRIS OR MATERIALS ONTO THOSE ACTIVE AREAS IS IMMEDIATELY CLEANED UP, k 12'-6" (TYP.) I ALBERT J. ELLIS
PARTICULARLY PRIOR TO TAXIING AIRCRAFT TRAVEL ADJACENT TO THE CONSTRUCTION AREAS. THE CONTRACTOR SHALL UTILIZE A i AIRPORT
VEHICLE-MOUNTED VACUUM AND OTHER NECESSARY METHODS TO ENSURE THE AIRCRAFT ACTIVE AREAS ARE KEPT CLEAN. IT ISL 3/4" CHAMFER , 1
IMPERATIVE THAT NO DAMAGE BE DONE TO ANY AIRCRAFT DUE TO FOD. ANY DAMAGE TO AIRCRAFT ATTRIBUTABLE TO FOD FROM 50' MODULE 1'-0"
OR RADIUS RICHLANDS, NC
THE CONSTRUCTION AREAS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. r �I - 1 4 ® 12'-6" = 50'-O" _ 2'-0"
EXISTING
5. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT HIS SUGGESTED LOCATIONS FOR FIELD OPERATIONS AREAS, FOR STORAGE GROUND
OF EQUIPMENT, SUPPLIES AND FIELD OFFICES TO THE ENGINEER AND AIRPORT AT THE PRECONSTRUCTION CONFERENCE FOR 1 TEMPORARY FENCE ON CONCRETE BARRIER - END VIEW 2 TEMPORARY FENCE ON CONCRETE BARRIER - ELEVATION VIEW s NCDOT CONCRETE BARRIER
REVIEW, COMMENTS AND/OR APPROVAL. ANY AREAS SUGGESTED FOR STORAGE OF EQUIPMENT OVERNIGHT, FOR STORAGE OF GENERAL AVIATION
FUELING FACILITIES, MATERIALS AND OFFICES SHALL BE APPROVED BY THE AIRPORT MANAGEMENT AND ENGINEER PRIOR TO C009 SCALE:NTS c009 SCALE:NTS c009 SCALE:NTS
MOBILIZATION OF ANY EQUIPMENT OR FIELD OFFICES AND CERTIFIED BY THE CONTRACTOR THAT THE FACILITIES MEET ALL TERMINAL AND
APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. APRON
6. ANY AREAS UTILIZED AS FIELD OPERATIONS AREAS SHALL BE MAINTAINED AT ALL TIMES IN A CLEAN AND ENVIRONMENTALLY SAFE
CONDITION. THE CONTRACTOR SHALL PROVIDE A STABLE SURFACE FOR THE STORAGE EQUIPMENT AND MATERIALS. ANY MATERIALS
UTILIZED TO PROVIDE A STABLE SURFACE WILL BE REMOVED AT THE END OF THE PROJECT AND DISPOSED OF AT A LOCATION
ACCEPTABLE TO THE OWNER. A STABLE BASE EXTENDING FROM EXISTING PAVEMENT, NOT SCHEDULED FOR RECONSTRUCTION, = I %'' PLATE
TO THE FIELD OFFICES SHALL BE PROVIDED FOR CLEAN ACCESS. 1
o1 SEAL
7. TEMPORARY MARKING SHALL BE CONSIDERED AS PART OF THE APPLICABLE PHASE. FINAL MARKING OF THE PROJECT AFTER 10'-0" MAX. (TYP.)
CqR'�\
THE 28 DAY PAVEMENT CURE PERIOD SHALL BE COMPLETED AS A SINGLE OPERATION WITH AN AIRPORT ESCORT. 3 LINES OF BARBED WIRE qQ'4ESSl,
8. APPROPRIATE EROSION CONTROL MEASURES AS REQUIRED BY THE CONTRACT DOCUMENTS SHALL BE ACCOMPLISHED PRIOR TO44' p
PHASE. REMOVAL OF TEMPORARY EROSION CONTROL SHALL BE ACCOMPLISHED BY THE SIDE VIEW
BEGINNING THE RESPECTIVE o.,#1 �' •� '',
CONTRACTOR EITHER AT THE COMPLETION OF THE ASSOCIATED PHASE OR THEREAFTER AS DIRECTED BY THE ENGINEERAND/OR _ ` DIA. FOR . ' t
OWNER. 3„ 3„ Yt" DIA. BOLT F •.,4,9'••..,, Etl" l%
8" _ 6" 8" N. ,L�
9. THE COMPLETION OF ANY PHASE OF WORK AND SUBSEQUENT USAGE BY THE OWNER DOES NOT DEFINE FINAL ACCEPTANCE OF - I�!� I. 1
THE WORK IN THAT PHASE. WHEN ALL PHASES AND SUBPHASES ARE COMPLETE AND A FINAL INSPECTION OF THE ENTIRE lilt I STEEL CHAIN LINK
PROJECT HAS OCCURRED AND ALL ASSOCIATED PUNCH LIST ITEMS HAVE BEEN COMPLETED TO THE SATISFACTION OF THE o ���%%� FABRIC, 2" MESH 9
AIRPORT MANAGEMENT AND ENGINEER, THEN THE ENTIRE PROJECT WILL BE ACCEPTED. o ••***•S.•* GAUGE CONSULTANTS
��i�i�i�i0�•
10. ALL WORK WITHIN THE RUNWAY 5-23 SAFETY AREA MUST BE PERFORMED AT NIGHT BETWEEN THE HOURS OF 11:30 PM 1-12" ■• ° a 0 " e
(CONTINGENT ON THE ARRIVAL OF THE LAST COMMERCIAL FLIGHT) AND 5:00 AM. UPON PRIOR APPROVAL OF THE ENGINEER, / •••��•••••••.��
UNFOLDED PLATE VIEW '*
'' '''
RUNWAY 5-23 SHALL BE CLOSED FOR THIS WORK. WORK MUST BE COMPLETED AND CLEANED FOR 5:00 AM INSPECTION BY (TYP.) OW'
AIRPORT OPERATIONS IN ORDER TO OPEN THE RUNWAY BY 5:30 AM. EDGE DROPS IN EXCESS OF 3" AND SLOPES STEEPER 5 „ - TOP OF CONCRETE
THAN 5% WILL NOT BE PERMITTED. IF THE AREA WITHIN THE RUNWAY 5-23 SAFETY AREA IS NOT CLEARED AND ACCEPTABLE SIDE VIEW /s DIA. HOLE FOR c� / / TENSION WIRE (TYP.)
FOR AIRPORT OPERATIONS, THE CONTRACTOR WILL NOT BE ALLOWED TO OPEN THE RUNWAY. IF THE RUNWAY IS NOT READY TO Y2"DIA. ANTI-VANDAL BOLTS f BARRIER
BE OPENED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASSOCIATED COSTS TO THE AIRPORT. AIRPORT OPERATIONS PLACE BOLT HEADS ON AIRSIDE
OF FENCING ALIGNMENT
MUST INSPECT AND APPROVE THE RUNWAY PRIOR TO RE-OPENING.
0 CONNECTION OF FENCE LINE POST TO CONCRETE BARRIER 5 TEMPORARY FENCE ON CONCRETE BARRIER
ROADWAY TRAFFIC CONTROL NOTES. coos SCALE:NTS co09 SCALE:NTS
1 . THE PROJECT TRAFFIC CONTROL PLAN (TCP) SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) PART VI., LATEST EDITION, AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT) ROADWAY AND TRAFFIC DESIGN STANDARDS MANUAL, LATEST EDITION.
2. ALL SIGNING, PAVEMENT MARKINGS, BARRICADES, WARNING LIGHTS, ETC, NECESSARY FOR MAINTENANCE OF TRAFFIC
SHALL CONFORM TO THE NCDOT ROADWAY AND TRAFFIC CONTROL DESIGN STANDARDS MANUAL, LATEST EDITION.
J
3. ALL TRAFFIC CONTROL DEVICES (INCLUDING SIGNS) SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF
CONSTRUCTION OPERATIONS AND COVERED, OR REMOVED, PRIOR TO REOPENING VEHICULAR TRAFFIC LANES. :ict y
4. THE CONTRACTOR SHALL ENSURE THAT PERMANENT TRAFFIC CONTROL SIGNS DO NOT CONFLICT WITH THE TCP
SIGNS. THE CONTRACTOR SHALL COVER ALL SIGNS, BOTH PERMANENT AND TEMPORARY, THAT CONFLICT WITH THE
TRAFFIC CONTROL DURING A PARTICULAR PHASE OF CONSTRUCTION OPERATIONS. 1.6 ..I
5. TEMPORARY LANE CLOSURES SHALL BE DONE ONLY DURING THE HOURS OUTLINED IN THE TRAFFIC PROFILE TwY REVISIONS
CONTROL/PHASING NOTES. THE CONTRACTOR MUST MAINTAIN AT LEAST ONE LANE OPEN TO TRAFFIC AT ALL TIMES.
THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FLAG PERSONS, AS NEEDED, DURING ANY TEMPORARY LANE ALPHA No. DESCRIPTION DATE
CLOSURE. SOLAR-POWERED RED LENS STANDARD 3-WAY, 360-DEGREE
/ BARRICADE LIGHT. SEE FAA AC 150/5370-2. TW ALPHA OFA = 93.00' _
6. LOCAL TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. /� -
� ORANGE/WHITE _ � _ TWY ALPHA SA = 59.00'
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING DAILY INSPECTIONS, INCLUDING WEEKENDS AND HIGH-REFLECTIVE STRIPE
HOLIDAYS, AS WELL AS SOME NIGHT INSPECTIONS, OF THE TRAFFIC CONTROL INSTALLATIONS ON THE PROJECT. , `, , J
THE CONTRACTOR SHALL IMMEDIATELY REPLACE ALL EQUIPMENT AND DEVICES NOT CONFORMING TO THE NCDOT . ^ I- `0
i
STANDARDS. THE ENGINEER/RPR SHALL BE ADVISED OF THE SCHEDULE OF THESE INSPECTIONS AND BE GIVEN ^
- 5% MAX I-THE OPPORTUNITY TO JOIN THE TRAFFIC CONTROL INSPECTIONS. I I I �—I
MAXIMUM 3" 4\AX
8. ALL TEMPORARY SIGNS SHALL BE INSTALLED DURING THE APPROPRIATE PHASE OF CONSTRUCTION. ALL MATERIALS, L 96" —� 1 EDGE DROP
DATE ISSUED: 08/06/14
INSTALLATION, MODIFICATIONS, REMOVAL AND/OR RESTORATIONS FOR TEMPORARY SIGNS AND/OR TRAFFIC CONTROL ELEVATION
SHALL BE INCLUDED UNDER PAY ITEM FOR TEMPORARY CONSTRUCTION ITEMS. NOTE: REVIEWED BY: AOM
1. WEIGH DOWN EACH BARRICADE BY FILLING WITH WATER. DRAWN BY: TML
9. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL PROTECTION DURING CONSTRUCTION, IN ACCORDANCE WITH 2. BARRICADES SHALL BE PLACED SIDE BY SIDE. DESIGNED BY: TML
THE EROSION AND SEDIMENTATION CONTROL SHEETS.
PROJECT NUMBER
2031169.011
10.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. THE CONTRACTOR IS
RESPONSIBLE FOR CONSTRUCTION PHASING OF ALL DRAINAGE ITEMS, INCLUDING REMOVAL OF THE EXISTING 6 TYPE 1 LOW PROFILE WATER-FILLED BARRICADE 0 TSA AND OFA GRADING REQUIREMENTS ®2014 REYNOLDS,SMITH AND HILLS INC.
SYSTEMS, CONSTRUCTION AND REMOVAL OF TEMPORARY DRAINAGE FACILITIES TO ENSURE ADEQUATE DRAINAGE OF Coos SCALE:NTS C009 SCALE:NTS
SHEET TITLE
ALL AREAS DURING CONSTRUCTION.
11 .THE CONTRACTOR SHALL REMOVE AN TEMPORARY TRAFFIC CONTROL DEVICES, INCLUDING SIGNS, THAT ARE NO PHASING
LONGER NEEDED DURING THE CURRENT PHASE OF CONSTRUCTION.
NOTES AND
BARRICADE PLACEMENT NOTES. DETAILS
1. BARRICADES SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE BARRICADES SHALL BE INSTALLED AT THE
BEGINNING OF EACH PHASE WITH THE TYPE AND LOCATIONS INDICATED ON THE PLANS AND SHALL REMAIN IN PLACE THROUGHOUT THE PHASE. IN THE EVENT BARRICADES ARE ADJUSTED OR REMOVED TO ALLOW VEHICLE TRAFFIC THROUGH OR SHEET NUMBER
FOR CONSTRUCTION WORK, THE CONTRACTOR SHALL SUPPLY FLAG PERSONS TO PREVENT AIRCRAFTFROM INADVERTENTLY rely,
0 7 GV
ENTERING INTO THE WORK AREA. THE FLAG PERSON SHALL REMAIN UNTIL THE BARRICADE IS REPLACED IN THE ORIGINAL C009
POSITION. LOCATION AND SCHEDULE SHALL BE COMPLETED WITH APPROVAL OF THE OWNERS REPRESENTIVE AND AIRPORT BY:
OPERATIONS.
2. TYPE 1 BARRICADES SHALL CONFORM TO THE LOW PROFILE BARRICADE DETAIL SHOWN ON THIS SHEET.. BARRICADES SHALL PERMIT SET
HAVE OMNIDIRECTIONAL FLASHING RED LIGHTS AND WILL BE WEIGHTED TO PREVENT MOVEMENT FROM JET OR PROP BLAST.

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17+00 8601 Six Forks Road,Suite 260
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919-846-6701 FAX [phone]
www.rsandh.com
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STA. 16+73.97 GA BASELINE , , 1' , N: 395104.68940
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COLUMN LINE INTERSECTION F3 DRAWN BY: DAG
OFFSET: 64.91697'78R I STA. 17+73.97 GA BASELINE
N: 394991697 9 I I I , OFFSET: 64.91697' R DESIGNED BY: TML
E: 2417067.39097 N: 395070.21134 PROJECT NUMBER
E: 2417136.34707 ecritvE 2031169.011
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- LIMITS OF PAVEMENT MILLING LIMITS OF PAVEMENT MILLING 8601 Six Forks Road,Suite 260
Raleigh,NC
�� STA. 18+18. 8 GA BASELINE - STA. 18+27.88 GA BASELINE 919-84Raleig FAX [phone]
__ _�_ -- .__ 0 : 293.00' L OFFSET: 295.43' L -6701 andh.com
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STA. 18+64.78 GA BASELINE ALBERT J. ELLIS
OFFSET: 208.50' L AIRPORT
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LIMITS OF PAVEMENT MILLING
STA. 18+74.77 GA BASELINE
LIMITS OF PAVEMENT MILLING i
OFFSET: 208.00' L LIMITS OF PAVEMENT MILLING GENERAL AVIATION
STA. 18+33.88 GA BASELINE STA. 22+38.96 GA BASELINE
OFFSET: 156.50' L \ OFFSET: 146.50' L TERMINAL AND
o APRON
7 -
LIMITS OF PAVEMENT MILLING LIMITS OF PAVEMENT MILLING
STA. 18+38.88 GA BASELINE STA. 22+38.96 GA BASELINE SEAL
OFFSET: 156.50' L - OFFSET: 136.50' L
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LIMITS OF PAVEMENT MILLING 9 ••''•.f
STA. 18+28.88 GA BASELINELIMITS OF PAVEMENT MILLING
OFFSET: 0.00' LNv
7---g:sii.8:+38.88 GA BASELINE -
E 0.00' L
LIMITS OF GRAVEL ROAD DEMOLITION CONSULTANTS
STA. 17+78.88 GA BASELINE
OFFSET: 13.34' R
0 12+00 13+00 14+00 15+00 16+00 _ 17+00 - - 18+00 20+00 _ 21+00 - I - 22+00_
- I - I - I - I - - I - H-- \\_. I I LIMITS OF I GRAVEL ROAD DEMOLITION I I - I I I I I I I
STA. 17+78.88 GA BASELINE -
GA BASELINE OFFSET: 25.34' R GA BASELINE
LIMITS OF FENCE DEMOLITION
FENCE DEMOLRION STA. 20+18.84 GA BASELINE
STA. 17+74.01 GA BASELINE OFFSET: 85.27' R
OFFSET: 52.56' R
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LIMITS OF GRAVEL ROAD DEMOLITION LIMITS OF PAVEMENT MILLING
STA. 14+07.88 GA BASELINE 0 MIX xoc�HHHHHHHHH-X406X�HHHHHHHHHHHEXOtxxxx HHHHOPX _ - X
STA. 2U+2t3.96 �A BA LUNt
OFFSET: 153.03' R OFFSET: 132.27' R
REMOVE 40 LF EXISTING EXISTING POND -
36" RCP REMOVED BY OTHERS LIMITS OF PAVEMENT MILLING
LIMITS O GRAVEL ROAD DEMOLITION-\ FENCE DEMOLITION STA. 20+38.96 GA BASELINE
STA. 14+07.88 GA BASELINE STA. 17+74.03 GA BASELINE /
OFFSET: 165.03' R OFFSET: 85.27' R y OFFSET: 132.41' R
^' FENCE DEMOLITIONr -\1 STA 16+97.84 GA BASELINE ! 10' TYP. EXISTING STORM PIPE -
-._._1 OFFSET: 52.56' R I REMOVED BY OTHERS
REVISIONS
X X y x X X XXXX HHHHH(XXXXXXX XXXXX CXX0HHHHH XXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX.YXXX. I
No. DESCRIPTION DATE
LIMITS OF FENCE DEMOLITION 7
o
STA. 13+39.20 GA BASELINE a FENCE DEMOLITION �LIIMITS OF PAVEMENT MILLING
OFFSET: 172.97' R CLEAR AND GRUBB AS NEEDED STA. 16+97.84 GA BASELINE LIMITS OF FENCE DEMOLITION ` LIMITS OF PAVEMENT MILLING STA. 20+38.44 GA BASELINE
TO LIMITS OF TEMPORARY EASEMENT lo OFFSET: 173.41' R STA. 18+52.71 GA BASELINE -t STA. 20+28.44 GA BASELINE OFFSET: 180.48' R
OFFSET: 187.59' R OFFSET: 180.46' R
DATE ISSUED: 08/06/14
REVIEWED BY: AOM
GENERAL NOTES , DRAWN BY: SPC
"' DESIGNED BY: TML
1. ALL STATIONS AND OFFSETS ARE PER THE GA BASELINE. SEE HORIZONTAL AND VERTICAL CONTROL PLAN SHEET. EGEND AUGA 0 7 2014 PROJECT NUMBER
2031169.011
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING PAVEMENT TO REMAIN. BY:I. ®2014 REVNOLDS,SMITH AND HILLS INC.
3. THE CONTRACTOR SHALL REPLACE ANY PAVEMENT TO REMAIN THAT IS DAMAGED BY THE CONTRACTOR'S FORCES OR EQUIPMENT TO THE PROPOSED PAVEMENT MILLING
NEAREST JOINT AT NO ADDITIONAL COST TO THE OWNER. PROPOSED CLEARING AND SHEET TITLE
GRUBBING DEMOLITION
4. THE CONTRACTOR SHALL CONFORM TO THE MOST CURRENT EDITION OF ALL FM ADVISORY CIRCULARS. PROPOSED GRAVEL ROAD /1/
DEMOLITION 0 PLAN
5. ALL CUTS AT EXISTING PAVEMENTS TO REMAIN SHALL BE FULL DEPTH. XXXXXXXXX PROPOSED FENCE DEMOLITION
6. ALL NOTES REGARDING NORTH CARO'_INA DEPARTMENT OF TRANSPORTATION (NCDOT) SPECIFICATIONS SHALL CONFORM WITH THE 2012 XXX EXISTING PIPE DEMOLITION
01 3'
EDITION NCDOT STANDARD SPECIFICAT 'ONS FOR ROAD AND STRUCTURES AND 2012 EDITION OF NCDOT ROADWAY STANDARD DRAWINGS AIRPORT PROPERTY LINE
UNLESS OTHERWISE NOTED ON THE PLANS AND APPROVED BY THE ENGINEER.
40 0 40 80 SHEET NUMBER
7. ALLROADWAY SIGNING AND MARKINGS 'WILL COMPLY WITH THE 2012 EDITION NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES,
2012 EDITION OF NCDOT ROADWAY STANDARD DRAWINGS, AND 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES C 1
O O
(INCLUDING ALL REVISIONS) UNLESS OTHERWISE NOTED ON THE PLANS OR APPROVED BY THE ENGINEER. WARNING!!! WARNING!!! WARNING!!!
THERE AREA NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FAA LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD GRAPHIC SCALE
PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT I N FEET )
RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM PERMIT SET
LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADDITIONAL COMPENSATION.

TWA I
70.
its-------------
TAXIWAY SAFETY AREA
I / 17
---- EP: 15+70.87 L, RS&H Architects-Engineers-Planners,Inc
TAXIWAY OBJECT FREE AREA STA. 18+18.18 GA BASELINE
GA TERMINAL TYPICAI SECTION C 8601 Six Forks Road,Suite 260
- - _ OFFSET: 293.00' L - Raleigh,NC 27615
STA. 14+32.88 GA BASELINE
GA TERMINAL TYPICAL SEC 919-846-6701 919-846-9080
--\s
OFFSET: 293.00' L } I www.rsandh.com
38 5.3' I STA. 18+18.88 GA BASELINE �! North Carolina license Nos.50073*F-0493*C-28
r al OFFSET: 290.20' L
0 o I o
4-- + - t + - GA TERMINAL TYPICAL SECTION A
In in
m a I> O AE
I RPO R T
�- STA. 18+74.77 GA BASELINE
OF SET: 208.00' L STA. 22+38.96 GA BASELINE
- ! _ OFFSET: 208.00' L
--"\\
- 11/ STA. 18+73.88' GA BASELINE ALBERT J. ELLIS
STA. 18+�3.88 GA BASELINE OFFSET: 190.20' L I 364.2' AIRPORT
FFSET: 190.20' L PC RICHLANDS, NC
STA. 18+78.22GA BASELINE
OFFSET: 168.00' L
1 0 0 CENTER OF CURVE 0 i1,
+ - + STA. 19+02.09GA BASELINE �+ -I-
C210 I STA. 1P- 3.88 GA BASELINE Q`Lh OFFSET: 175.42 L GENERAL AVIATION
\\` FFSET: 146.50' L STA. 19+20.67 GA BASELINE TERMINAL AND
o OFFSET: 146.50' L 318.3' APRON
N PT
FUELING AREA
STA. 18+97.48 GA BASELINE 1
STA. 13+32.88 GA BASELINE T STA. 18rF 28.88 GA BASELINE OFFSET: 150.85' L
STA. 22+38.96 GA BASELINE
OFFSET: 20.00' L OFFSET: 146.50' L
OFFSET: 146.50' L SEAL
RS
STA. 13+35.88 GA BASELINE
OFFSET: 0.00' L .,--- 4
STA. 13+32.88 GA BASELINE { � �q�i
_ O 396.0' n -„ O ,'20�,�hESSj, 1P �
OFFSET: 0.00' L o• 1 O 1 0 - , Q co x3'�1
PC-\ ro to
STA. 13+28.81 GA BASELINE
OFFSET: 0.00' -STA. 16+13.38 GA BASELINE 4 E `il►�
STA. 14+32.88 GA BASELINE OFFSET: 0.00' t ,q,,,-
PC OFFSET: 20.00' L '`� /
STA. 12+88.81 GA BASELINE -END APRON ACCESS ROAD ALIGNMENT EXISTING T-HANGAR
OFFSET: 20.00' L STA. 16+26.38 GA BASELINE STA. 18 28.88 GA BASELINE
STA. 14+32.88 GA BASELINE
BEGIN 6" HEADER CURB OFFSET: 0.00' L - OFFSET: 0.00 L OFFSET: 0.00' L - CONSULTANTS
STA. 13+34.88 GA BASELINE STA. 16+41.38 GA BASELINE S E C006 FOR -
GA BASELINE OFFSET: 17.75' R o OFFSET: 0.00' L t 1 B ILDING LOCATION PLAN
• 12+00 - '�' +00 40.0' 14+00 15+00 16+00 2 17+00 18+00 19+00 -20+00 - _ 21+00 - i - 22+00-
` �s. `� 1� 'a I I � t 1 , l0 i e I T- �_ _�_' -I - I I I 1 I I I
I I I STA. 13+75.88 GA BASELINE SEE C600 FOR i---- . ,.
PT o FENCE AND _
OFFSET: 0.00 L I T 7 I
STA. 12+63.81 GA BASELINE M a GATE INFORMATION - _ _ " )1 " I
x x x x X .-� x X- x x x- i GA BASELINE o
O
OFFSET: 5.00' R �s�, R UR + x - - / 0 + - �I
END HEADE C E PROP�25ED HANGAR I _' r ,II. 4 "' I + -
CENTER OF CURVE � 4STA ;3688GABNE\_ BY OTHERS '
GA BASELINE STA. 13+35.8 GA BASELINE SEE SHEET C201 FOR
STA. 12+88.81 OFFSET: 17.75' R L j ENLARGED PLAN IN THIS AREA
OFFSET: 5.00' R 0 SET: 35.00' R STA. 16+12.91 GA BASELINE
NI
,ter _ - x __1
STA. 13+75.88 GA BASELINE o _ r n: ( K__I
OFFSET: 72.03 R - `PT 15.0' 4 OFFS 35.00' R ' i '"' 'STA. 12+78.81 GA BASELINE C210 ENDI PARKING LOT ALIGNMIENT STA. 13+95.41/ ru= - _
OFFSET: 50.00' R CEN ER OF CURVE APRON ACCESS ALIGNMENT STA. 10+61.00 • ;- . '- x X X X X X X x X X X + -. . -_-
STA. 4+27.38 GA BASELINE _ ! . - .. - _
STA. 13 28.8 GA BASELINE STA. h6+27.38 GA BASELINE, OFFSET: 94.50' R I 11161 ` ' IL ,. ,. • - c -- i • ��E®1®31!® 7 - - = - -• -som l��l$
OFFSET: 112.021 R 1 w w w w w w w w w w w w w w w w w w �1�0
PC OF SET: 50.00 R STA. 14+27.38 GA BASELINf? PC STA. 16+13.41 GA BASELINE 3-95 a +� � •
v ri • i • • i s.ri • / ��q + -- x x
x A� WA-AAA• AA.41aP -A-A- -A�AIP -A�A- -A�A� -A- \VI
- x x
STA. 12+63.81 GA BASELINE OFFSET: 1 16.50' OFFSET: 101.53 R �-0AK�-Wa0��AMFAO-V,W-O,�AK�-0-W�lI•O-I-V-O-�.�•��
OFFSET: 103.18 R PC 'o P I STA. 154-98.58 GA BASELINE a' _ • - - ID - - - - . - i - - - - - - Ira!Mr"
STA. 14+27.38GA BASELINE X ��i� �, • ,-••--A�-•S•!•!•--••••-•----- - . - �� o EXISTING FENCE, TO REMAIN
\._
`ti1 , h OFFSET: 134.50 R �� i � � •
I la• • -o-�• „�-•••-,-•-•-•-•-•-•-•-•-• �e4�,�- ;.-4.- . PT
CENTER OF CURVE �� Q- :10• ,---�. =� -� -•�----u-- - 3 ir,
' 4� OFFSET:+1 8 27,GAR BASELINE
STA. 12+13.81 GA BASELINE ��' S S �� - -•,•-•-
OFFSET: 103.18' R \� j-11-- • 11 - - •� C210 i -
16+ 1 16+00 b - 15+00 - - 0 14+00 13+08 12+00 11+00 00 - 10 +00
„ I �- IO O I - -I - I - I - I - I + I d�
N \
x x x x X x x - -
_ BEGIN GA TERMINAL ROAD ALIGNMENT REVISIONS
- \\\
PT SEE C600 FOR1 CENTER OF CURVE STA. 20+40.67 EGA BASELINE No. DESCRIPTION DATE
STA. 12+13.81 GA BASELINE FENCE LAYOUT STA. 14+17.38 GA BASELINE OFFSET: 155.50 R
OFFSET: 153.18' R OFFSET: 134.50' R I fiEGIN GA PARKING LOT ALIGNMENT NC
/ END GA TERMINAL ROAD ALIGNMENT- 2 STA. 10+00 GA TERMINAL ROAD \ STA. 20+13.48 GA BASELINE
PC / STA. 13+87.88 GA BASELINE PT C210 ALIGNMENT STA. 10+72.45 OFFSET: 166.50' R PT
STA. 12+78.81GA BASELINE OFFSET: 155.50' R STA. 14+17.38 GA BASELINE STA. 19+68.22 GA BASELINE \ CENTER OF CURVE STA. 20+28.44 GA BASELINE
OFFSET: 119.50' R STA. 14+07.88 GA BASELINE OFFSET: 144.50' R o o OFFSET: 155.50' R STA. 20+13.48 GA BASELINE o
CENTER OF CURVE OFFSET: 144.50' R p pp o OFFS p p p 0 O OFFSET: 180.46' R
BP: 10+00.00 O BEGIN GA APRON AC�ESS1 I 0
STA. 13+03.81 GA BASELINE / STA. 14+07.88 GA BASELINE- ALIGNMENT STA. 10+00/GA TERMINAL
OFFSET: 119.50' R PT� OFFSET: 166.50' R ROAD ALIGNMENT STA. 14+13.29
STA. 13+03.81 GA BASELINE STA. 16+27.38 GA BASELINE
-
OFFSET: 144.50' R OFFSET: 155.50' R \\ DATE ISSUED: 08/06/14
i_- --- REVIEWED BY: AOM
GENERAL NOTES
DRAWN BY: SPC
DESIGNED BY: TML
1. ALL STATION AND OFFSETS ARE PER THE GA BASELINE. SEE HORIZONTAL AND VERTICAL CONTROL PLAN SHEET.
PROJECT NUMBER
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING PAVEMENT TO REMAIN. ec r 2031169.011
3
T ' ®2014 REYNOLDS,SMITH AND HILLS INC.
3. THE CONTRACTOR SHALL REPLACE ANY PAVEMENT TO REMAIN THAT IS DAMAGED BY THE CONTRACTOR'S FORCES OR EQUIPMENT TO THE LEGEND
NEAREST JOINT AT NO ADDITIONAL COST TO THE OWNER. ei SHEET TITLE
BY.
4. THE CONTRACTOR SHALL CONFORM TO THE MOST CURRENT EDITION OF ALL FM ADVISORY CIRCULARS. PROPOSED AIRFIELD HMA PAVEMENT �O
GEOMETRY
5. ALL CUTS AT EXISTING PAVEMENTS TO REMAIN SHALL BE FULL DEPTH. PROPOSED TYPE 1 NCDOT HMA PAVEMENT 'p� PLAN
6. SEE SHEETS C210-C211 FOR TYPICAL PAVEMENT SECTIONS AND DETAILS. SEE SHEET C220 FOR ROADWAY PROFILES. PROPOSED TYPE 2 NCDOT HMA PAVEMENT 3
7. SEE SHEET C600 FOR MARKING, SIGNACE AND FENCING PLAN. -.-�. PROPOSED CONCRETE SIDEWALK PAVEMENT
1. }
8. ALL NOTES REGARDING NORTH CAROLIINA DEPARTMENT OF TRANSPORTATION (NCDOT) SPECIFICATIONS SHALL CONFORM WITH THE 2012 El H H PROPOSED FUELING AREA CONCRETE 40 0 40 80 SHEET NUMBER
EDITION NCDOT STANDARD SPECIFICATIG'NS FOR ROAD AND STRUCTURES AND 2012 EDITION OF NCDOT ROADWAY STANDARD DRAWINGS PROPOSED GRAVEL ROAD C200
UNLESS OTHERWISE NOTED ON THE PLANS AND APPROVED BY THE ENGINEER. e006---- ,
9. ALL ROADWAY SIGNING AND MARKINGS NWILL COMPLY WITH THE 2012 EDITION NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES, GRAPHIC SCALE
2012 EDITION OF NCDOT ROADWAY STANDARD DRAWINGS, AND 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( IN FEET ) PERMIT SET
(INCLUDING ALL REVISIONS) UNLESS OTHERWISE NOTED ON THE PLANS OR APPROVED BY THE ENGINEER.

BEGIN 8 HEADER CURB BEGIN CURB AND GUTTER
STA. 16+13.13 STA- 16+41.38 7---, RUH
GA BASELINE GA BASELINE _ RS81H Architects-Engineers-Planners,inc.
OFFSET: 6.00' R OFFSET: 0.00' LT---
16+00 co
in 17+00 18+00 19+00 20+00 - 8601 SRaleighix Forks, Road
27 1,Suite 260
STA. 16+07.$8 I h I I - I- - -i - - I - - I - I -
GA BASELINE -
SEE STRUCTURAL PLANS I 919-846-6701 FAX919-846-solo
OFFSET: 31.00' R
STA. 16+67.47 -� FOR SIDEWALK AROUND North Carolina LicWense Nos 50073`F-0493 C•28
GA BASELINE i PROPOSED BUILDING
STA. 15+86.88
= OFFSET 36.72' RIr+E R � °
RV?CE3 n'�: GA BASELINE :4.
GA TERMINAL TYPICAL SECTION A ALIGNMENT.
-GA BASEL.IN� X- X X . i X X STA. 16+72.47 , - o ;'
_ o � i ~ 1 SEE SHEET C200.
OFFSET: 31.00' R GA BASELINE $ + 1 -
! OFFSET: 36.72' R ,� � � �;-I'�I Q Q ._ -
STA. 16+07.88 N,,/ PC ��J / "
ELLIS
A. 16+41.38- �� :��Y o
GA BASELINE T aFFIaE �_ elf RPORT
STA. 19+53.22 GA BASELINE
A BASELINE ��_ OFFSET: 9 SELI R
OFFSET: 78.20' R �� CI) OFFSET: 67.50' R ",rDOR L-- H PC
PC lni- 4 -
STA. 16+12.88 ( CENTER OURVE 8 CENTER OF CURVE STA. 19+54.22 GA BASELINE
GA BASELINE o STA. 16+56 38 J N C210 STA. 19+54.22 GA BASELINE OFFSET: 72.00' R
__ _rsA _ _ _ ALBERT J. ELLIS
5 TYP GA BASELINE ( - X X
OFFSET: 101.50 R -. ... �r OFFSET: 107.50' R PC
CENTER OF CURVE o - e -,, FSET: 67.50 R o FLIG 1 5 1 i ,� :, I n STA. 19+54.22 GA BASE_INE AIRPORT
CENTER OF CURVE ,
STA. 15+98.384 ®' to ' KITCHE i �! F: �;# ,' X OFFSET: 82.50 R RICHLANDS NC
GA BASELINE 1JI
�' ip ` a ' ^) STA• 19+53.22 GA BASELINE PT '
STA. 1 BASELINE
38 _ <ZsOFFSET: 101.50' R , X X X X X X- X X X X X X X OFFSf: 109x50' RX X X X X- X STA. 19+57.22 GA BASE OFA
GA BASELINE h ` 4 �'
STA- 1 BASELINE8 OFFSET: 75.00 R 5' TY R3 - . ��--�.�- - 188' OFFSET: 121.50' R
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OFFSET: 78.20 R • ,...-_ � _ F
5 ' �' iA�I f• .�� I. 1 I G • d ! la p. w
1 �► _ M -` � 6 pa_ _ di���f�® oF� 109.50' R TERMINAL AND
PT 111. 4' C2 0 -•., -�'�'�MIMINN �-�-���-�'�-�'�-�-�"- ' �a� e��14X x x x
STA• 15+98.38 II --.•5 � �� ��----��• • --w-`��Q,•----���,�-�,�,�--��.�����----�--------� - ��- �'�� • PT (EN CURB AND GUTTER) x APRON
GA BASELINE 13+95 /. '� • - �� - - « r • - - .•* es irrivi /•- • -•� ip - ,, . J ��j STA. 1 +79.22 GA BASELINE
OFFSET: 116.00' R PT •��M••• • A '.=�A.' =�A�'-=�A�'-= .A�' =�A�M�=�A�' =�A•' =`A�'- A`-'•=aAA'�= A•'•=�s\��,'• T/,, ;�®
STA. 6+56.38 • 0er• Pi�rrAW� • P_ • �P - -� PP ge� • --I Off• • • • ��V •W • �WO IVO ., �� 0 FFSETI 107.50' R
CENTER OF CURVE y GA BASELINE •
-�•• '� `!1G"•�•• •- �� , --------•��--•--- -�••i�- --���--- ----, - ------•----------�---•�`����'�•� \�� STA. 19+79.22 GA BASELINE TA. 20+29.1 1 GA BASELINE
STA. 15+98.54 �Q • • .)j 1. ,
GA BASELINE - • OFFSET: 82.50 R VA
•/. /•����� ��©����- •---- • - - -�i���• • - ,-- -• . ,�•�•�•••�• • •�•�•�•-• •• 411 i#01110011
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S 28 • • � • • • • • • • � • • • ••� - �•• - • - • ••♦ �••• • • ••••4 OFFSET: 129.50 RIFFSET: 121.77' ROFFSET: 129.66' R 40 PC fy .6,2
- 4PONAligapip- - -- ----------`---•-,-��,•-•,••-�-�•�•----�-�-�•�•--�•--••�•�. . • • . �� CENTER OF CURVE -
_ _ Vi-` STA. 19 OF CU GA BASELINE 6 �► CqA `'�d � 1' � STA. 16+13.38 -•.-• •-• • , • ,-••♦! • , • • •�•�--•�-�•�•�•--�,•- �❖� m�•�� RA5 ,-���-� OFFSET: 129.50' R C210 , ' Q� . .i� �'��-� GA BASE INE R�5 -�.•- - • • - - - • •E�•-•-i-,•• • •-•••••••-•••--••••--••-,••••• ii , , fir '.i-!, ,I � • �� o 1 "AtE.S.V.,- J, a
- - • • „ ••-•-•- - • - - - - - '�7 <:� ���t CENTER OF CURVE k 9
-•�� OFFSET: 29.50 R 2' �i� ►4 ,.0.:_. ;
- • - • CENTER OF CURVE 1,124144411
r • 29 �• jSTA. 20+14.22 GA BASELINE f` c CENTER OF CURVE � er,. cc -_ . e` OFFSET: 129.50' R `. ' 1 it,< "`
-•-•---•�-``) �1 STA. 16+56.38 GA BASELINE 3 STA. 19+42.22 GA BASELINE Pelt%
• . � '\; �, `- � .,•••.� EE4 , r,•
• • � � � �' OFFSET: 121.50' R C210 OFFSET: 121.50 R 's. • • •• k ma`s' OFFSET: 129 0 GR BASELINE `\`� .•�� ,.
*1*1*1*1*1
`r" ,GA BASELINE STA. 19+42.22 GASELI / � � - �OFFSET: 124.50 R OFFSET: 124.50 ,•-•••- , PT
PT £ CENTER OF CURVE STA- 20+28.96 GA BASELINE
PT o 14+00 STA- 16+56.38 GA BASELINE STA. 19+42.22 GA BASELINE OFFSET: 132.27' R CONSULTANTS
_ STA. 15+98.38 - + _ OFFSET: 144.50 FR _ _ 13 i 00 - - N - 12+00 - - 129.50'- 11+00 -o - - 10+00
- I - I I cam, I I - OFFSET: PT --I o - I PC
GA BASELINE o STA. 20+13.48 GA BASELINE
OFFSET: 144.50' R STA. 19+42.22 GA BASELINE OFFSET: 166.50' R
t OFFSET: 144.50' R
PT
PC 2 PC PT - STA- 20+28.44 GA BASELINE
STA. 16+41.38 GA BASELINE - STA. 19+57.22GA BASELINE STA. 19+94.22 GA BASELINE h OFFSET: 180.46' R
OFFSET: 129.50' R C210
OFFSET: 129.50' R OFFSET: 144.50' R ��
CENTER OF CURVE-
STA. PC
16+56.38 GA BASELINE GA TERMINAL TYPICAL SECTION B ALIGNMENT. STA. 20+14.22GA BASELIPC CENTER OF CURVE
OFFSET: 129.50' R SEE SHEET C200. \ STA. 20+13.48 GA BASELINE
OFFSET: 144.50' R OFFSET: 181.50' R
1 LEGEND
PROPOSED AIRFIELD HMA PAVEMENT REVISIONS
PROPOSED TYPE 1 NCDOT HMA PAVEMENT
o. DESCRIPTION DATE
-c__K] PROPOSED TYPE 2 NCDOT HMA PAVEMENT
•4- "-" PROPOSED CONCRETE SIDEWALK PAVEMENT
DATE ISSUED: 08/06/14
REVIEWED BY: AOM
GENERAL NOTES
DRAWN BY: SPC
�Iwi,r► DESIGNED BY: TML
1. ALL STATION AND OFFSETS ARE PER THE GA BASELINE. SEE HORIZONTAL AND VERTICAL CONTROL PLAN SHEET. �I �►d
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING PAVEMENT TO REMAIN. AUG 0 7 2014
PROJECT NUMBER
2031169.011
6.102014 REVNOLDS SMITH AND HILLS INC.
3. THE CONTRACTOR SHALL REPLACE ANY PAVEMENT TO REMAIN THAT IS DAMAGED BY THE CONTRACTOR'S FORCES OR EQUIPMENT TO THE of:
SHEET TITLE
NEAREST JOINT AT NO ADDITIONAL COST TO THE OWNER.
4. THE CONTRACTOR SHALL CONFORM TO THE MOST CURRENT EDITION OF ALL FM ADVISORY CIRCULARS. 1/0 GEOMETRY
TO REMAIN SHALL BE FULL DEPTH. �� PLAN
5. ALL CUTS AT EXISTING PAVEMENTS �'
6. SEE SHEET C210 FOR TYPICAL PAVEMENT SECTIONS. ,I, INSET
7. SEE SHEET C600 FOR MARKING, SIGNA 3E AND FENCING PLAN-
20 0 20 40 SHEET NUMBER
8. ALL NOTES REGARDING NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SPECIFICATIONS SHALL CONFORM WITH THE 2012 ■:
EDITION NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES AND 2012 EDITION OF NCDOT ROADWAY STANDARD DRAWINGS
MIIEII
UNLESS OTHERWISE NOTED ON THE PLANS AND APPROVED BY THE ENGINEER. GRAPHIC SCALE
9. ALL ROADWAY SIGNING AND MARKINGS WILL COMPLY WITH THE 2012 EDITION NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES, ( IN FEET )
2012 EDITION OF NCDOT ROADWAY STANDARD DRAWINGS, AND 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PERMIT SET
(INCLUDING ALL REVISIONS) UNLESS OTHERWISE NOTED ON THE PLANS OR APPROVED BY THE ENGINEER.

87.00 87.00 ` -,
- STA. 17+63.19 GA BASEUNE
85.Ili 85.00 - _ OFFSET: 332.03' L _ _.. __ _ _____ _ _ __ __ _ ____ _ _ ______ _ RS011„,
8I� 84.00 - _-._ ITCH INVERT 81.50
8 4XIT� _ o� _ RS&H Architects-Engineers-Planners,lnc.
I8601 Six Forks Road,Suite 260
i1i J[U� - 1 __m.._.. __ - ._- Raleigh,NC 27615
\ C
81.00 ` ` 1, - - - `�,, 919-846-6701 FAX [phone]
81.50 � � � � � 85.00 J
\ \ r - www.rsandh.com
86�00 North Carolina License Nos.50073'F 0493'C•28
-82.50 l - - -
/
I I 88.00
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-STA. 11+98.71 GA BASEUNE 1I
OFFSET: 332.03' L I I -88.50 -
$} AIRPORT
I / ALBERT J. ELLIS
I I 89.00 - - AIRPORT
90.00
I RICHLANDS, NC
III = - - -
II
90.50
I 89.50 t:f
I I I F __ - _ GENERALAVIATION
t
91. E 1,
TERMINAL AND
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/ -- MINK - STA. 18+02.17 GA BASELINE I I I I_ . ..a .. .,I. '-
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r- o ���r' � �� -�. OFFSET: 14.29' R
pI
GA 14 s
1
ITCH INVERT 90.701 STA. 13+04.29 GA BASELINE I rcPs �- I ■■ V 68 LF 12 CL III RCP 0 1.00% t GA TERMINAL ` o co I :ETCH INVERT 90.64DITCH
OFFSET: 98.31' R \ / TA. 3+75.37 GA BASELINE !' FFE = 92.00` rn o ITCH INVERT 90.61 DITC Ho INVERT 90.3
DITCH INVERT 82.0 .--( ,,,\ .--- 97.00 \ OFFSET: 98.29 R , -- -_ �.. -
\ 90.00 :ITCH ERT 82.20 0/ �1 L" 1 11' � 92 00
iRem
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GA-13 ` r \ 87.00 14' LF I48" CL IIi�RCP 0 0.26% �__---J
91.Op
• 91.00 l
( Ilf?' r mt.IO:I:.,� _II/ • III �' . \ :ITCH INVERT 90.28
Illik \ r \ 86.00 �\ '� GA-10 \97So I `� r-91 50 ='s;,6-- -_`920�0 .TA. 20+04.45 GA BASEUNE
85.00 ��
' A. 19+• +.9• • A - IN ��� \ 0 it ITCH E INVERT290.25
/J kk•ii �.:;� �� 6 12 CL III RCP 02.00% : ' \ \ :: I
1 i uur► I �■ I■ � �n:: � ::n. l l�>� \ till . - t•Y�OBASEUNE 91.E 129.53 R
- 111
L \ Adil
�_9JOFFSET: 129.53' R DITCH I •0.3 83. 01� / l►ITCH INVERT 89.08 287' LF 6" HDPE 0 0.44% oo �-
1 ►6 , '�� 00/ /� / ' 91.:: Lid - - 90.50--- 90.50- ' �`�'.
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r 8s , 7 �� GA-5 0 00 50 A-• of. •1 _ -2
00 c / o0 0 88 89 1 90.i►i► �905 9,' �9\' 29' LF 15$_-CL 111-RCP-0 00%
. • �� - -
REVISIONS
> -> ,- .n -L- ->
��. ��� - - 'r -= C�a�la•�. No. DESCRIPTION DATE
43' LF 48$ CL III RCP ® 0.26% - _ _ _ - ��41 : - s ue'
58' LF 48'CL III RCP 0 0.26% 52' LF 15" CL III RCP 0 1.50%
- GA-3
SEE SHEET C301 FOR GRADING AND DRAINAGE PLAN INSET
DATE ISSUED: 08/06/14
REVIEWED BY: AOM
DITCH CL DRAWN BY: TML
LEGEND SEE PLAN PLANCFOR
NOTES: SEE PLAN FOR TML
1. ALL STATIONS AND OFFSETS ARE PER THE "GA INVERT //\ INVERT ONS \� BECTZWEI)
DESIGNED BY:
PROPOSED HMA PAVEMENT BASELINE". SEE HORIZONTAL AND VERTICAL CONTROL \ S G��\���\\ PROJECT NUMBER
PLAN SHEET. \,v A .. �, ' \��/ 20311 ss.o11
QO PROPOSED DRAINAGE MANHOLE 2. SEE SHEET C320 FOR DRAINAGE PROFILES. S I �� Q�N \\ j\/ I /��j\\�j\ ®2074 REVNOLDS,SMITH AND HILLS INC
3. SEE SHEET C301 FOR GRADING AND DRAINAGE PLAN ££ S \ \ ly. 4. \/ \�\� 61(' SHEET TITLE
ENLARGEMENT. IAN I Ps
\//�\//\ �1, I ��\//\\
® PROPOSED DRAINAGE INLET \ 6.Sh �V �� SL \ /� \ Sapp /���
\j s�oP£ I � /\j� ,�\ F I ' : \/ \/� / �0 GRADING AND
PROPOSED ENDWALL �j\\/\ \\ \ /\//\//\ \..„ \ \\//\\//\ 5/\,,,,
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,� PROPOSED DRAINAGE PIPE \\�\\/���\\ \\ \�\\�\ \�\�� �\ \\�\�\/
10 __ 6.0 _ 10' 26' 6.0 26'
EXISTING DRAINAGE PIPE
40 0 40 80 SHEET NUMBER
SECTION A-A SECTION B-B
WW116.61.11.1111
92 PROPOSED 0.5' CONTOUR GRAPHIC SCALE C300
WARNING!!! WARNING!!! WARNING!!!
THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FM LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD ( IN FEET )
92 PROPOSED 1' CONTOUR PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT
RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM PERMIT SET
LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADDITIONAL COMPENSATION.

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1 '80 _ _ - ' • En CONNECT TO ROOF DRAINi III `� �_ __ ----o North Carolina License Nos 50073'F-0493*C•29
� p CONNECT TO ROOF DRAIN._____, STORM DRAIN TO 8 PVC - - -- �_ 92.50 0
' 9 ° STORM DRAIN TO 8" PVC _ 11 u
INV. ELEV. 89.70
INV. ELEV. 88.55' ''-- ILA ' ' i - l
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' I o: 91.00 91.00 9��p o�: RICHLANDS, NC
a ' - - - - III 90.90 GA-111
90.80
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DRAINAGE STRUCTURE TABLE I
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( 1 '' \ \� o I 9-1•79 STRUCTURE NAME STRUCTURE TYPE STRUCTURE GRATE GRATE TYPE RIM ELEVATION HEIGHT INVERT ELEVATIONS STATION/OFFSET
' �� �� / GA BASELINE
( i\ 'cS0 91 50 GA-1 CONCRETE DROP INLET 840.19 840.20 90.83 3.44 SE INV OUT (15) = 87.89' STATION: 20+04.39
\\\\
j I8.0 - - OFFSET: 108.49' R
o � 1
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8 GA-2 CONCRETE DROP INLET 840.19 840.20 92.00 4.90STATION: 20+00.54
' II 8so 0 SE INV OUT (15) 87.60' OFFSET: 137.14' R LEGEND
I i v j ��o
I I \\\ k GA BASEUNE
91 r r GA-3 15" PRECAST CONCRETE ENDWALL 838.80 N/A 88.76 4.94 NW INV IN (15) = 86.82' STATION: 19+94.03
I I! GA_14
1 OFFSET: 188.55' R PROPOSED HMA PAVEMENT
\ I II\ \ <96:00
\� 91.00 1 - = GA BASELINE PROPOSED DRAINAGE MANHOLE
I �� �� 9 GA 4 CLEAN OUT CONCRETE COLLAR N/A 90.40 2.57 SW INV OUT (6) 88.33 STATION: 19+41.63 Q
I 87.50 \ \\ OFFSET: 129.53' R
t
I� ® PROPOSED DRAINAGE INLET REVISIONS
' NW INV IN (12) = 84.38 GA BASELINE
00 GA-5 CONCRETE DROP INLET NCDOT 840.19 NCDOT 840.20 89A8 5.20 NE INV IN (6) = 87.08' STATION: 16+54.40
II 1 ' " g7.5f1 SW INV OUT (18) = 84.38' OFFSET: 129.53' R �� PROPOSED ENDWALL No. DESCRIPTION DATE
43 LF CL III RCP ® 0.26%
�� N.
• x
c ' GA BASELINE PROPOSED DRAINAGE PIPE
GA-13 '3''.''� 14' LF 48" �` GA-6 CLEAN OUT CONCRETE COLLAR N/A 91.82 2.58 SW INV OUT (8) = 89 74 STATION: 17+85.99
-_ = OFFSET: 68.95' R_ 92 PROPOSED 0.1' CONTOUR
84 50-JCL III RCP ® 0 26% N
�� ) � GA BASEUNE
I �� ����, NE INV IN (8) = 88.44
1 /j% \\ ,; \ 1 GA-7 CONCRETE DROP INLET NCDOT 840.19 NCDOT 840.20 91.30 6.21 SE INV OUT (12) = 85.59' STATION: 16+54.40 92 PROPOSED 0.5' CONTOUR
/ _ _� OFFSET: 68.95' R
i III i I Ii ii GA-1 2 GA-11 II I1 = ° GA BASELINE
r 2
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- 91"r' GA-8 48" PRECAST CONCRETE ENDWALL NCDOT 838.80 N/A 86.90 6.42 W INV OUT (48) = 82.49' STATION: 14+48,36 DATE ISSUED: 08/06/14
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it
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OFFSET: 178.90 RREVIEWED BY: AQM�� �oo "�� \ E INV IN (48) = 82.34' GA BASELINE DRAWN BY: TML' NOTES:
GA SYSTEM 5 ALIGNMENT GA-9 8' DIAMETER PRECAST MANHOLEN/A NCDOT 840.54 89.63 7.80 NE INV IN (18) = 83.91' STATION: 14+18.35 DESIGNED BY: TML
�� W INV OUT (48) = 82.33' OFFSET: 129.53' R 1• ALL STATIONS AND OFFSETS ARE PER THE GA
8 / ♦ BASEUNE". SEE HORIZONTAL AND VERTICAL CONTROL PROJECT NUMBER
;% � �� 37' LF 48 � GA-9 PLAN 2031169.011
�`• • L III RCP � 0.26% .<. • 15+00 _ SHEET. _
,, ;;, .4�. -����C ���������� � � E INV IN (48) � 82.24� GA BASELINE 2. SEE SHEET C320 FOR DRAINAGE PROFILES. �;"C�'i' '�" o zo„REYNaLos.SMITH AND H,� INC
86.00 •" �!/I� '`� GA-10 8 DIAMETER PRECAST MANHOLE N/A NCDOT 840.54 87.35 5.61 W INV IN (12) 89.22 STATION: 13+99.37
SW INV OUT (48) = 82.24' OFFSET: 98.31' R SHEET TITLE
�� :�� �� GA SYSTEM 4
�'�-'•'`� �'�� ' N A GA BASELINE: RAD I N G AND
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8$,50 ' ;w•�:�'��i
�� GA-11 48" PRECAST CONCRETE ENDWALL NCDOT 838.80 / 86 62 6.42 NE INV IN (48) = 82.20' STATION: 13+$5.37 �o :�- .� � OFFSET: 98.31 R �� DRAINAGE PLAN
• o GA BASELINE
<0' w " INSET
•�c• ' GA-12 48 PRECAST CONCRETE ENDWAL NCDOT 838.80 N/A 86.41 6.42 SW INV OUT (48) = 81.99 STATION: 12+94.29 1111 A
• :�; •',,,,,„ �A _ -� OFFSET: 98.31' R
1. �� - _L________ _ _ - - - Jr_ SHEET NUMBER
0 -� 20 0 20 40,; .. -- _ _ ��---___ � ���, GA BASELINE
---- -� =58' LF 48" CL III RCP ® 0.26� = = - GA-13 48" PRECAST CONCRETE ENDWALL NCDOT 838.80 N/A 86.48 6.61 NE INV IN (48) = 81.88' STATION: 12+50.79
• ■ _-- ��i� OFFSET: 98.34' R
,_ _____ = - -
-- :�� . GRAPHIC SCALE
C301
= GA BASEUNE ( 1 N FEET )
_ - GA-14 CONCRETE CATCH BASIN NCDOT 840.02 NCDOT 840.03 91.07 3.17 E INV OUT (12) = 89.90' STATION: 13+74.04
\ - - OFFSET: 33.49' R PERMIT SET

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UNSUITABLE MATERIAL FOUNDATION UNSUITABLE MATERIAL FOUNDATION
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> PIPE ABOVE GROUND z PIPE ABOVE GROUND M O
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--1 W N 7D
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Z H THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
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ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
OF THE EMBANKMENT AT THAT POINT. 4 OF THE EMBANKMENT AT THAT POINT.
SEAL
_ APPROVED SUITABLE LOCAL MATERIAL. - _ APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
11111 TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. „EFI„_,,,_rr, UNDISTURBED EARTH MATERIAL 11111 TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
„Flr,_rr,_rrl UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
• LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
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FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH I i�1���� AAA&A.�A�.4 WITH ENGINEERING FABRIC AS DIRECTED BY THE ENGINEER, SHEET 2 OF 3
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300 . 01 ACCOMPLISH COMPACTION. 300 . 01 300 . 01 ACCOMPLISH COMPACTION,
300 . 01
CC310
NCDOT STD 300.01 - METHOD OF PIPE INSTALLATION 2 NCDOT STD 300.01 - METHOD OF PIPE INSTALLATION
SCALE:NTS (SHEET 1 OF 3) C310 SCALE:NTS
(SHEET 2 OF 3)
CONSULTANTS
CD FLEXIBLE PIPE O O� 2" 3" S9.56 OR S9.5C 11 B25.OB OR B25.0 O cn
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O O O-1 (inches) (inches) (Ga) 16 14 12 10 8 (inches) (inches) (Ga) 16 14 12 10 8 W Q Q LL= =CI-Ti D C"›. m „ W Q Q Li=
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Z H 0 r'TI 18 12 135 169 239 18 12 81 102 144 187 228 U)I- W 0 J z O H
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30 12 79 100 142 27 12 67 95 123 151 N r>-•1 H j
C-H 12 65 83 117 152 30 12 60 85 111 136 r p cn •O ' N H
• 36
O _L 42 12 55 70 100 130 160 36 12 50 71 92 113 W / D '_ W
Z N T •
Q z N 0
48 12 48 61 87 113 139 42 12 60 78 96 r
54 12 54 77 100 123 48 12 52 68 84
60 12 69 90 111 54 12 46 50 74 1 Mir
66 12 81 100 60 12 50 62
72 12 74 91 66 12 51
78 12 81 72 12 41 D X W PAVEMENT REPAIRS ON ROADS TO BE RESURFACED
84 12 69 z (PIPE IS PLACED UNDER EXISTING PAVEMENT)
rn rn O 12" 1 r-4" 7' 4„
** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO CC ~ m 15" 1'-7„ 71_7,r 0
= z ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION. Z
0
Q m O 18" 1'-10" 7'-10" ll
z -. cn 2 "13 1-1 Cl) 24" 2'-6" 8'-6" CD }
H REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS J
-T1 Cl) H Q W C/) 2 r �r r r� 2' S9.5B OR S9.5C N I-
C REVISIONS
Fi 2 CSP AASHTO M36
r H -i C in 30" 3 1 9 1
r �1 Cl) CAAP - AASHTO M196 Q N CO SURFACE COURSE
-I HDPE - * (Minimum fill) 2' for pipe diameters >_ 12" and <_ 60" HDPE - AASHTO M294 CC Q m 36" 3r 8„ 9'-8"
= D (Maximum fill) 20' for pipe diameters <_ 24" PVC ASTM F949 or AASHTO M304 0 Z F- 2 m Z rr r rr r rr 1 1 " B25.OB OR B25.00 0 cc W No. DESCRIPTION DATE
m I-1 z ~ 0 CC
H � C 17' for pipe diameters >_ 30" and <_ 60" 0 � � Z p 42 4 -5 10 -5 BASE COURSE
- C < -I - - - - - - W
p p 0 0. �, C 48" 5' O" 11' O" EXISTING EXISTING z Z a
2 =
PVC * (Minimum fill) 2' for pipe diameters > 12" and <_ 36" NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING Q W CD m
(Maximum fill) 30' for pipe diameters >_ 12" and <_ 36" AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS Q H W Q
D z 0 m o - - - -
- - - - W cc
Q
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE I- a X D „1'-0'�, 2'-0" X _ 2'-0" _1'-0'_ a d
COUJ
Cn D * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS Cn -J > W =
m `.= TO THE BOTTOM OF THE PAVEMENT STRUCTURE = O H --I M z _ _ (�
C/) r � RIGID PIPE cn `` Cl) � 0 W Jao
'r1 RCP - * (Minimum fill) 1' for Class IV & CLASS V CD 0 m
—I z 0 O
2' for Class III Sr Class II REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS W ~ 2 Z
W
II X1
0
(Maximum fill) 10' Class II pipe RCP - AASHTO M170 W DATE ISSUED: 08/06/14
Z 20' - Class III pipe iiii
REVIEWED BY: AOM
30' - Class IV pipe
DRAWN BY: TML
40' - Class V pipe DESIGNED BY: TML
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
(For fills > 40' & < 80' use LRFD Direct Design Method) AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED
PROJECT NUMBER
SHEET 3 OF 3 * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE SHEET 3 OF 3 SHEET 1 OF 1 (PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT)TO THE BOTTOM OF SHEET 1 OF 1 2031169.011
300 . 01 THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 3 0 0 . 0 1 6 5 4 . 0 1 654 . 01
®2014 REVNOLDS,SMITH AND HILLS INC.
SHEET TITLE
GRADING AND
0C310
NCDOT STD 300.01 - METHOD OF PIPE INSTALLATION 4 NCDOT STD 654.01 - PAVEMENT REPAIRS i „r' DRAINAGE
SCALE:NTS (SHEET 3 OF 3) C310 SCALE:NTSII AUG ti 7 2014 DETAILS (SHEET
BY: 1 OF 5)
SHEET NUMBER
NOTE: MEASUREMENT AND PAYMENT OF ITEMS ON THIS SHEET SHALL BE IN ACCORDANCE WITH THE C 3 1 0
CONTRACT SPECIFICATIONS. REFERENCES TO MEASUREMENT AND PAYMENT ON THE STANDARD NCDOT
DETAIL SHEETS SHALL BE DISREGARDED WHEN IN CONFLICCT WITH THE CONTRACT SPECIFICATIONS. PERMIT SET

RSI S H
RS&H Architects-Engineers-Planners,Inc.
m zo 8601 Six Forks Road,Suite 260
NOTES: H} Raleigh,NC 27615
r-, z Q Q 3 . 919-846-6701 FAX [phone]
D 1-1 O= W1 (FT.) 0 6. * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING 1Z„1 Q C=.7 U
r O m- i 23STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33, LL-J ir O I-I www.rsandh.com
1m-I Z-1=D 838.39, 838.51, 638.57, 838.63 AND 838.69. O Q Cn=Z North Carolina License Nos.50073`F-0493'C-28
.>O x'n-I INSTALL PRECAST ENDWALLS WITH WINGS AND PAY W Q z LL
T Z 33 FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. ~V OLD
Cn O 1_O i
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_ D O USE 4000 PSI CONCRETE. ►-= Z Lu
z H O t- * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 O F-LL O J FOUR #4 CAST IRON 56 CLEANOUT
CD==z ��� 3 II:...,. FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING CC O fn Q (JOSAM SERIES 56060)
D A ����` ,��'� TO ASTM A185 WITH 2" MIN. CLEARANCE. Z 1-.4 BARS E.W.O.C.
-<F"'i1 + 1I1111 II���I� H2 H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH cv d WITH TAMPERPROOF TOP
ELMS
w O . nil CS/RCP 1i111 OSHA STANDARD 1926.704. w O
Z N ',.;;� �:;;i' Ht H1 * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY O SET PAD FLUSH
CONTRACTOR SET PAD FLUSH
111111 NMI ° . • ALL ELEMENTS PRECAST TO MEET SASTMTIT C913. A I O T
II,.--i1>• rialaw.11 ++ ��' * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR WITH FINISH GRADE WITH FINISH GRADE $�.,..
��--�-k 1 -O t I AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
\ co
I- * CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". /
8" O.C.(TYP.) 6" 8" O.C.(TYP.) i p \
n REFER TO CHART REFER TO CHART 3 N\\�\`�� 2)\,\\` 2)\\` ° d //�i�\�Y///i�,\� 7A
FOR BAR SIZE
O FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS "'I Y v a'
0, "5 m AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION o e .� 3„ ALBERT J. ELLIS
m 0 ELEVATION SIDE TO INCREASE THIS BAR SIZE AS NEEDED. 0 a O ^
AIRPORT
m a "' z Z 3"' 18" SQUARE X 6" THICK
co xW SLAB TO BE CAST
RICHLANDS, NC
i Cl) ENDWALL DIMENSIONS Q PM1i
N C) p _ W2 (FT.) FT. MINIMUM MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. MIN./MAX. O W a 45' BEND A%"N° AROUND CLEANOUT
0
a, Z a PIPE DIA. BAR SIZE H1(FT.) H2(FT.) D (FT.) W1 W2 Cr W ^.iiimr. cc a,i
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N Im Q 10�� 1.25 #5 @ 8" 1.25/2.00 3.00/3.75 1.25/2.00 3.50/3.75 6.50/fi.75 Q O 6" C.I. \ c. ° GENERAL AVIATION
_ ------ 1.50 #5 @ 8" 1.25/2.00 3.00/4.25 1.50/2.50 3.50/3.75 6.50/6.75 Cl) V - °° V
,����� I 2.0 #5 @ 8" 1.50/2.50 4.00/4.75 1.75/2.50 4.00/4.25 7.50/8.25 = N / TERMINAL AND
D`
m m z 0 ���MIM� 2.5 #5 @ 8I-I " 2.50/3.50 4.00/6.00 2.00/3.00 4.50/5.50 10.00/11.50 u7 y w ° °° CONCRETE APRON
O .•■■■■■ 3.0 #5 @ 8" 3.00/3.50 5.00/6.00 2.75/3.50 5.25/5.75 11.50/11.75 6" C.I. o/ °\ SADDLE
z
3.5 #5 @ 8" 3.25/4.50
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m r P LAN 4.5 #5 @ 8" 4.00/5.00 6.50/8.50 3.25/4.00 7.00/9.25 13.50/15.75
6
5.0 #5 @ 8" 4.50/5.00 7.00/8.50 3.25/4.00 7.25/9.25 13.75/15.75
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SEAL
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SHEET 1 OF 1 SHEET 1 OF 1 a-/ v / Q- v / aol ".v / ao/ , SERVICE CONNECTION
838.80 838.80 WITH WATERTIGHT
CONCRETE PLUG
SADDLE
3 CLEAN-OUT DETAIL
C311 SCALE:NTS
CD1
NCDOT STD 838.80 - PRECAST CONCRETE ENDWALL
CONSULTANTS
SCALE:NTS
12"
NON-WOVEN
FILTER FABRIC
SECTION A-A
PERFORATED UNDERDRAIN PIPE A 12"
r 1r fr
AV
r„//„;, .,, .„,,,,,,,,,I,
,,,, //,#„/r/,, ,„, ,
vr, A//�� A A AA
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NON-WOVEN FILTER FABRIC GENERAL NOTES REVISIONS
A
No. DESCRIPTION DATE
1 . INSTALL 6" CLEAN OUT WITH 90 LONG SWEEP AND CAP.
A 24" MIN
f- 12" OVERLAP OVER 2. SMOOTH WALL PERFORATED PVC PIPE SHALL BE INSTALLED IN
�// TOP OF PIPE ACCORDANCE WITH THE REQUIREMENTS OF ASTM D 2321 OR AASHTO
/// STANDARD SPECIFICATION FOR HIGHWAY BRIDGES SECTION 30.
PERFORATIONS SHALL MEET THE REQUIREMENTS OF AASHTO M 252
IA NON-PERFORATED OR M 294 CLASS 2, UNLESS OTHERWISE INDICATED ON THE PLANS.
THE PIPE SHALL BE LAID ACCURATELY TO LINE AND GRADE.
/ s- UNDERDRAIN PIPE 3. THE FILTER FABRIC SHALL BE INSTALLED IN ACCORDANCE WITH THE
NON-WOVEN FILTER FABRIC
A MANUFACTURER'S RECOMMENDATIONS, OR IN ACCORDANCE WITH DATE ISSUED: 08/06/14
AASHTO M 288-99 APPENDIX, UNLESS OTHERWISE SHOWN ON THE
NOTE: 1 . NON-PERFORATED UNDERDRAIN PIPE SHALL ONLY PLANS. REVIEWED BY: AOM
BE USED FOR COLLECTOR LINES AS SHOWN ON PLANS. DRAWN BY: TML
2. GRANULAR BACKFILL NOT SHOWN FOR CLARITY- 4. MEASUREMENT AND PAYMENT OF ITEMS ON THIS SHEET SHALL BE IN DESIGNED BY: TML
GRANULAR BACKFILL SHALL BE PROVIDED AS SHOWN ON ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. REFERENCES TO NUMBER
PROJECT
UNERDRAIN TYP. SECT. MEASUREMENT AND PAYMENT ON THE STANDARD NCDOT DETAIL PR 2031169.011
SHEETS SHALL BE DISREGARDED WHEN IN CONFLICT WITH THE
CONTRACT SPECIFICATIONS. .2014 REYNOLDS,SMITH AND HILLS INC.
5 UNDERDRAIN JOINT WRAPPING DETAIL - NON-PERFORATED PIPE SHEET TITLE
C311 SCALE:NTS
GRADING AND
DRAINAGE
DETAILS (SHEET
(AEC ', E 2OF5)
SHEET NUMBER
BY: C311
PERMIT SET

GENERAL NOTES: Z
rn FRAME, GRATE AND HOOD C7
O BACK OF CURB SEF STU.NO. 840.03 USE CLASS "'8" CONCRETE THROUGHOUT. CA CDnn
O
r<-I -� X PROVIDE AL CATCH BASINS OVER 3' 6" IN DEPTH WITH STEPS 12" Q C S� EXPANSION JOINTS F~-?-
pN CENTER. USE STEPS WHICH COMPLY WITH STD- DRAWING 84p.6S. <¢?�„ F4 2 <<
D�--1 0 r TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, CR #4 BAR DOWELS AT 1-1 D I�j 0 6 C� 4'-6" 4'-6" Z cc=C�\\I
m 0 X-4 Y c , _' " °' « - Y a (�j 12" CENTERS AS DIRECTED BY THE ENGINEER. O' i f Q�7 V7 6 r 6 ( r--1 C� R4Sa If
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- z Mf As SHOWN ON STD. Na. Sap.00. H U O -*� rn 3" I l W�L u-
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8' 0' 1 T
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D�, o w c " 'o :b -o. r QUANTITIES ACCORDINGLY, cc -I R um ih y R I
'-'r *D D - F---6'-0" 0 919-846-6701 FAX [phone]
..+` sa . .. CONSTRUCT WITH PIPE CROWNS MATCHING. �' D - 11111 `t Z H
car)'-i PLAN -�X f' : 1 ter �-►., -� j a v, PLAN www.rsandh.com
O r 3" SEE VOTE CHAMFER ALL EXPOSED CORNERS 1". r a-Q ci,H ° a x its/ r-i
6"
N W O a J a w CURB AND GUTTER WITH CATCH ETAS I N ON STEEP GRADES �-`? r1 In North Carolina License Nos.50073'F-0493'C•28
SECTION X-X DRAWING NOT TO SCALE.
r d Z lV ¢ 06 's' w
Z al TOP
TOP ELEVATION --2)
d 0
11111T
-j) f- I GRADES 2%A AND UNDER EXPANSION JOINT
V� �_ TOP ELEVATION f I
AND HOOD
;Wiiiiii MUM ° 111
�I � SEE ESSTD.NOTE840.03 STEPS - S70. NO. 840.66 STEPS - STD. NO. 840.66 e i - ( ` DEPRESSED GUTTER LINEW ELLIS6 AIII 6.r , 5�++.���� EXPANSION JOINT f� 3am
` - -' - * PLAN OF TOP SLAB SECTION S-S ,
TOP EL_ ,10N AIRPORT
,,
O 0 ! j o �� �I ces�� �, A Z n NORMALCC
ELEVATION © Z
T0 co
• H O r'- CURB AND GUTTER ON LIGHT GRADES �-
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N
' m SECTION Y-Y 6"� '`I c v ,--6 _ - 6 F #e W BARS a4 BAR
< H RI
� � � � � � � � � = TOP �] H AIRPORT
4
= m Z D .--_ . ° E] (, = m D 4 :AR "V" // a USE ON GRADES OVER 2$ ELEV. _ _ Q-
z 1' EQUAL SPACES A '- JJJJJJ RICHLANDS,CI NC
C7 RISER HI. �� / 1 �- �..� ti
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t'� p 6., SECTION J-J m b __ :- W = - t? p 4 . " " T I- 1' "� Z CC
13 _ WHERE 30" TO 36" PIPE IS USED ~ = D DOWEL ELEVATION H �-
SEC NOTE xi
SECTION M-M SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES cn W _ GENERAL AVIATION
WHFRF 47" 10 54" PIPF IS USED = N H
= U T TERMINAL AND
f71 A Z WHERE 30" TO 36" P:PE IS USED V) T- IT1 > Z
0 RISER HT. H Z 0) 0 MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(MASED ON MIN. HEIGHT, H, WITH NO RISER) •
H C VARIES -1- _..", - - --_-- , -- - 9 J O 1-4 _ DIMENSIONS OF BOX AND PIPE COVER _ _ CU-YDS. CONC. IN BOX DEDUCTIONS J z APRON
Z 0 J ? - J t3 Z O PIPE - SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAI TOP BOTTOM 10T. ONF PIPE 0
*1 +�� _,,,,-iir
t •1 = r D A 8 G G I F FOF."NI?•
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2" 3'-0" 7' 7" -- 2`-9" E N0. LENGTH N0. LENGTII NO. LENGTH BS. SLAB SLAB_IIeNI, N G.w. R.C.
I 4.735 0.77? O.D'S 0.026 a.� __ UU
15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036
n T A
6.. ....------A �1 r, 184 3' 0,. 2' 2„ 3'-3:.
v- - 1 0.235 0.887 0.033 0,049
•- � I ?1 t i : .. V' 24" 3' 0" 2' 2" 3" 9" SEAL
+. .1 ._ - 1 m _ 0.235 I,QO 1 0.059 0.085
j i I 3 1 'r. 30"r 3 C' 2' z" 3'•4" 4 3'` - i'-2" 4'-0'` 4 _ 1'-5" 2 _ 3 -9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127
.o1 _ t• F �- _ 36' 3 0'v 2' 2" 3' 10" •
4'-9' 1' 8" 4' 0" 4 1" 11" 3 3' 9" 3 3" 9 43 0.161 0.358 1.7'4 0.132 0.178
WHERE 42" IC 54" PIPE 1S USED a ' ' c 0''"-'.'- .` R 3 x
�'• ' .i (e-:;:' .:' • c v 42" 3 0' 2'-2` 4'-3" + 5'-3 1'-5"_ 3'-2" 4 1.-8" 2 2'-11" 3 2'-114 32 0.112 0.318 1.738 0.180 0.243
48" 3'-0" 2'-2" 5'-0" 5'-9" ,.2'-0" 3'-2" 4 2'-3" 3 2'-i1", 3 2'-11" 35 0.145 0.352 7.052 0.235 0.317
DETAIL SHOWING (METHOD 54" 3` 0" 2'-2" 5'-Y` 6' 3" 2'•7" 3'-2" 4 2'-10"_ 5 2'-11" 3 2'-11" 41 0.180 0.386 2.387 0.297 0.401
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN _ - - _
r�� SHEET 1 OF 2 SHEET 2 OF 2 SHEET 2 OF 2
` - RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840 . 02
•
s4o . a2 Sao. o2 840 . 02 vJ
NCDOT STD 840.02 - CONCRETE CATCH BASIN CD NCDOT STD 840.02 - CONCRETE CATCH BASIN
C312 SCALE:NTS (SHEET 1 OF 2) SCALE:NTS
(SHEET 2 OF 2)
CONSULTANTS
•
v z v
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m -•" - L M ; a N Cl)cc Q ZZ m T.
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SECTION - KK = } n �,� j4%fl ,► 1 � :t:I � j■ ■:■ ■ ■a�• DESIGNEDBY: TML
11 1/2, 144 r SECTION A-A I ` �- / I� /8rr
SHEET 1 OF 2 R SHEET 1 OF 2 SHEET 2 OF 2 TYPE - F �� �I PROJECT NUMBER
SECTION A-A SHEET 2 OF 2 2031169.011
HOOD ELEVATION SECTION - RR TYPE G �' 840 . 03
/�
. _ 840 . 0 ( ®2014 REYNOLDS,SMITH AND HILLS INC.
840 . 03 840 . 03 4 . 3 VVV
SHEET TITLE
3 NCDOT STD 840.03 - FRAME, GRATES, AND HOOD 4 NCDOT STD 840.03 - FRAME, GRATES AND HOOD GRADING AND
c31� SCALE:NTSrcElveDRAINAGE
(SHEET 1 OF 2) C312 SCALE:NTS (SHEET 2 OF 2)
NOTE: DROP INLET CONTROL ELEVATION CENTERED ON GRATE. NOTE: DROP INLET CONTROL ELEVATION CENTERED ON GRATE. DETAILS (SHEET
AUG 07 20144,1 3 OF 5
)
BY:
SHEET NUMBER
NOTE: MEASUREMENT AND PAYMENT OF ITEMS ON THIS SHEET SHALL BE IN ACCORDANCE WITH THE C 3 1 2
CONTRACT SPECIFICATIONS. REFERENCES TO MEASUREMENT AND PAYMENT ON THE STANDARD NCDOT
DETAIL SHEETS SHALL BE DISREGARDED WHEN IN CONFLICT WITH THE CONTRACT SPECIFICATIONS. PERMIT SET

o m CONTROL POINT Y-�- 1'-7" 0 v r rr
FI GENERAL NOTES: !n 0-0 2 -0 4. rr 4'-0" 0 co
__• Z 1 \ r- USE CLASS "B" CONCRETE THROUGHOUT. Q Q C 3�rr 3�rr
"
=cn = PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" Z I-_ 37 C• 0 1 rr r� c fri- 1 $rr Q Q
6.
> RSOI
O O0 O O ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. 1..1 O Vr U �--�OF �8 N / Yf_ Z S=U
m Z D v ! OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT !'I'O d=Z M O M-� __ c�7� p�' -
O O-I C7> X 12" CENTERS AS DIRECTED BY THE ENGINEER. O O t!)= 1-1 Z--1=D - r� 'E 4 ( W J ~Z
=m D D m USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. U cc Q WO= 2 mo D D m v �■ Ii • c� W Q Ow
0 a,p t \ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB C3 Z ^ N� X _ it
'- -� /� �r ' X I-U cc p 0 RS&H Architects-Engineers-Planners, Inc.
Z F=-1 co Or-T1 I AS SHOWN ON STD. NO. 640.00. I-=I-Z W =O p O -■ 1111•11 Tr CONSTRUCT WITH PIPE CROWNS MATCHING. Ou_OJ H r = N } ] ) I I 1 I _~Z W 8601 Six Forks Road,Suite 260
„ ,- MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION O Et O O cr Q n= Z �� t ¢ ct O 1-i Q Raleigh,NC 27615
D > 1 -7 - IS 12 FEET. Z -> D D D 1rr 1 ►� N i ) __AI J�'1 O U)p� 919-846-6701 FAX [phone]
-<1--1 USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN), 840.20, T l H _<H i u I 1_ th 1" c10" Z www.rsandh.com
O i 640.29, AND 840.33. O Cl) ��f' N I..i
Z - CONCRETE APRON ► W O -� _ _ r d North Carolina License Nos.50073*F-0493*C•28
N SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. r p Z N po r T� a r, r p O
CHAMFER ALL EXPOSED CORNERS 1". Y r Y--
N i �8
o -n DRAWING NOT TO SCALE. 0 PLANF....PLAN
GRATE SECTION Y-Y
PLAN WXI
co
ELMS
AAPPRONETE a. 1 rr rio" ir,io" ii. in f '
37 m1" 10rr 10rr1" Qm FRAME AND GRATES SEE DETAIL1' m ■
m 0 ` TOP ELEVATION CONCRETE APRON 4" SEALANT `��4; =O ~ N NOTE : AIRPORT
H D' r SEE STD. DWG . 840 . 25 LL
lr
s17 r , /
H f
j v) --. .Y c -�►� ■ -!:-Ifik 1:" EXPANSION zJw �„ ■ LI FOR FRAME ANCHORAGE. c�Iv > _ _ A _ . N �. 'iirlddr/ 6" CLASS "B" ' TERI L Z a = 1 1 I ■ 11 I 1 Z J ALBERT J. ELLIS
6" 6" - - Q�/ CONCRETE
(� x ��•' rul•� CONCRETE H 1--1 it Li.li'
-1 m D 6„ 4„_ T AN HOR BAR Q- H 1'1 Q AIRPORT
= 0 „ II _OUTLET
PIPE 0 1'-11" r rr
j _
Z P••r•-a a 111
l• p, _ 1p 1 1 1 E-
c o ° • '• Pl.('
• • i' J DETAIL m y 21i" 2„ 0 0 RICHLANDS, NC
= OUTLET PIPE \ L „ SEE NOTE GRATE SECTION X-X co
-
W 0 ' SEE NOTE 6 (APRON SUPPORT NOTCH) Q " GRATE SECTION X X =
C) O MAX. PIPE THIS SIDE - 18" 0 = �"' O i Q
= -u p SECTION X-X SECTION Y-Y Q O = O pxi i z W
31
Z col ~ > 214" err 21/4" ''' GENERAL AVIATION
m r z DITCH GRADE = Q 1--1 I 1 "
co Z r Z o 1 = TERMINAL AND
mG, ► _ � c� > O rrI I 2" r , I I � Z APRON
O1 ! I I r _ _ I -r-- #4 BAR O W -T1 N N :{,.»
= MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE GRATED DROP INLET i I 1 t W I- _ + 1r-111/e." 4 I 3`-10It" a Z Q
PIPE SPAN WIDTH HEIGHT CUBIC YARDS OF DEDUCTIONS I i I I 1 - - W , r �Z W Cl)
IntlCONCRETE IN BOX FOR ONE PIPE 11 I I a L W
m BOTTOM H PER H MIN. , , 1..---GRATED D.I. 2r-Orr .J ' t 4 -0
r rr
DI All , B,I H SLAB FT. HT. TOTAL TOTAL C.S. R.C. Z m 2/q'r ,r
C 12 3'-8" 2'-0 1'-8 0.362 0.247 0.391 0.753 0.020 0.032 6" i .4 0 N FOR DIA. BOLT SEAL
15" 3'-8" 2'-0" 1'-11 0.362 0.247 0.453 0.815 0.023 0.036 FRAME SECTION X-X FRAME SECTION X-X U.
18" 3'-8" 2'-0" 2'-2" 0.362 0.247 0.515 0.877 0.033 0.049 DOWEL "A"
24" 3'-8" 2'.-0" 2'-8" 0.362 0.247 0.659 1.021 0.059 0.085 FRAME SECTION Y-Y
SHEET 1 OF 1 30" 3'-8" 2'-0" 3'-2" 0.362 0.247 0.782 1.144 0.092 0.127 SHEET 1 OF 1 SHEET 1 OF 1
36" 3' 8" 2'-O" 3` 8" 0.362 0.247 0.906 1.268 0.132 0.178 840 . 19 840 ■ 20 840 . 20
SHEET 1 OF 1
840 . 19
.
1 NCDOT STD 840.19 - CONCRETE GRATED DROP INLET TYPE •D• CD NCDOT STD 840.20 - FRAMES AND WIDE SLOT FLAT GRATES
C313 SCALE:NTS SCALE:NTS
CONSULTANTS
aq SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE o PRECAST CONCRETE CIRCULAR STRUCTURE NOTES:
IF SPECIFIED. r Go
}
� STATE USE OF SYSTEM ON COVER d Q
33 cn o7/43''N4
(T .E. : SEWER, STORM DRAIN, ELECTRICAL) <1-_ • 1. ALL PRECAST CONCRETE CIRCULAR STRUCTURE SUBMITTALS SHALL BE COMPLETE AND
o,, cr, ' �,Q c�v SHALL INCLUDE A LAYOUT PLAN, STRUCTURAL CALCULATIONS, FABRICATION DETAILS,
rn -� ,4 's' a- `-'z ESTIMATED CAMBER, CONNECTION AND ANCHORAGE DETAILS, AND MEMBER IDENTIFICATION
'� D 7\
TOP OF COVER O O to=
-� - MARKS. THE IDENTIFICATION MARKS SHALL APPEAR ON THE MANUFACTURED UNITS TO
_ r'z ' ' 10011114r
cLti�a`C o FACILITATE CORRECT FIELD PLACEMENT. THE DRAWINGS SHALL BE SIGNED AND SEALED BY
CO 0 o A �' 7 A B =}z THE RESPONSIBLE STRUCTURAL ENGINEER, IN GOOD STANDING, REGISTERED IN THE STATE
OF NORTH CAROLINA.
w
" .,-,4› 4
\\\ A 4
r Ij I > 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN EXISTING DRAINAGE WHILE
cn'-' - - _ - - - -- - `- L-- -`'- "- " ,� ,_ I M CONSTRUCTING THESE MANHOLES WITHOUT ADVERSELY AFFECTIN
G NG AIRPORT OPERATIONS.
o w ' .' k MAINTAINING EXISTING DRAINAGE SHALL BE CONSIDERED A SUBSIDIARY OBLIGATION, NO
' 7' P A. f ADDITIONAL COMPENSATION SHALL BE ALLOWED.
,� ., 3. CONCRETE SHALL BE 4000 PSI PER ITEM P-610.
\ ; - BOTTOM OF COVER 2
- --- \ 4. SEE BACKFILL REQUIREMENTS PER ITEM D-751.
PLAN OF COVER
m ce
z
5. COVER FOR ALL REINFORCING STEEL SHALL BE PER ACI318 UNLESS OTHERWISE INDICATED. REVISIONS
Z z PLAN OF FRAME o W
Li_ `y 6. ALL STEEL REINFORCING SHALL MEET ASTM A615, GRADE 60. No. DESCRIPTION DATE
= : O
mO U' t 11 Y� z 0 7. MANHOLES SHALL BE PRECAST CONCRETE. PRECAST UNITS SHALL CONFORM TO THE
- 2' 1?G" I . DIMENSIONS SHOWN OR IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. REQUEST FOR
G ¢ z SHOP DRAWING APPROVAL SHALL BE DIRECTED TO THE ENGINEER.
-rt D I'-11:4" ..- " a <
co
3� v �' _ 0 8. CONTRACTOR SHALL PROVIDE STEPS AT 12" OFFSET CENTERS PER NCDOT 840.66 IN ALL
S - 0?�8 1 7) Ill
DRAINAGE STRUCTURES GREATER THAN 3'-6" IN DEPTH.
m 0a
_, 1" i r 1 TYPE #1 Z u_ 9. REFER TO SHEET C301 FOR OTHER STRUCTURE INFORMATION INCLUDING RIM ELEVATIONS,
Z �0y / I -�jt�-L +- PIPE INVERTS, LOCATION, AND STRUCTURE HEIGHT.
Z > I I \ 3 '' -,- cra
t t 1 , .: W
= sI -'"(~ 4 q ; = J 10.THE MINIMUM WALL DIMENSION BELOW THE LOWEST PIPE OPENING WILL BE 6" FOR
1-1 DATE ISSUED: 08/06/14
PRECAST AND 8" FOR CAST IN PLACE STRUCTURES. AOM
G7 �' I E3 I +-I REVIEWED BY:
0 „ 1` 1 C -i
"� O '� '' / ALTERNATE 0 Z DRAWN BY:
TML
22 �o '� SECTION B-B z < 11.THE STATION/OFFSET GIVEN FOR THE STRUCTURES (SEE SHEET C301) WILL BE MEASURED DESIGNED BY: TML
AT THE CENTER OF THE GRATE OR MANHOLE. PROJECT NUMBER
- -------- - - - - - - - -- --- --
41 ' -. *. MINIMUM WEIGHTS LBS.
,. 2'-91 Q ---�, >' COVER 120 FRAME 180
12.PRECAST 8' 2031169.011
INTERNAL DIAMETER MANHOLE SHALL HAVE MINIMUM 8" WALL THICKNESS AND
I8" MINIMUM TOP/BOTTOM SLAB THICKNESS.
SECTION A-A ' TOTAL - 300
®2014 REYNOLDS,SMITH AND HILLS INC.
SHEET TITLE
/
SHEET 1 OF 1 _ - i 1 OF
840 . 54 TYPES 840 . 54IE GRADING AND
S E
AU6 ii 7 LAS DRAINAGE
• DETAILS (SHEET
NCDOT STD 840.54 - MANHOLE FRAME AND COVER BY. 4 OF 5)
ED
SCALE:NTS
SHEET NUMBER
NOTE: MEASUREMENT AND PAYMENT OF ITEMS ON THIS SHEET SHALL BE IN ACCORDANCE WITH THE C 313
CONTRACT SPECIFICATIONS. REFERENCES TO MEASUREMENT AND PAYMENT ON THE STANDARD NCDOT
DETAIL SHEETS SHALL BE DISREGARDED WHEN IN CONFLICT WITH THE CONTRACT SPECIFICATIONS. PERMIT SET

NOTES: 0
0 INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. co RS81HRrchitects-Engineers-Planners,Inc.
< STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED I— RSat
,
i--•i Z THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. Q Q 8601 Six Forks Road,Suite 260
Xi V) 0 Z~= Raleigh,NC 27615
DHp= Ha[Oc�
r O —1 tL J O 1--i 919-846-6701 FAX [phone]
HZ�=A 00(D=Z
_ p� www.rsandh.com
=QD D m w Q Q u-= North Carolina License Nos.50073*F-0493*C-28
Z m im 1 I—U=00
r
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11 �- AIRPORT
PLAN SIDE
PLAN SIDE ELEVATION
ELEVATION N ALBERT J. ELLIS
Z ;,„ �-- �( ri
AIRPORT
1: w
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Z I : ' � 1,_0"
CAST IRON C.5 N
CAST IRON
m co ELEVATION ELEVATION iii Q "
II
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IL-7 r #6 BAR OR TERMINAL AND
0 0 1" 111 8 " ■ ' / #GALvoR Z y APRON
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m PLAN SIDE PLASTIC SIDE ~
ELEVATION ELEVATION w OaC
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I I
iiiiiiiii
GeV 3 0REINFORCING STEEL
[1111 \ fIlll
ELEVATION NOTE:
#3 DEFORMED 12" DO NOT USE IN
STEEL ROD ► SANITARY SEWER MANHOLES.
SHEET 1 OF 1 SHEET 1 OF 1
840 . 66 SECTION A-A ELEVATION 840 . 66
CONSULTANTS
3 NCDOT STD 840.66 - DRAINAGE STRUCTURE STEPS
C314 SCALE:NTS
REVISIONS
No. DESCRIPTION DATE
DATE ISSUED: 08/06/14
REVIEWED BY: AOM
DRAWN BY: TML
DESIGNED BY: TML
PROJECT NUMBER
2031169.011
........
, .
SHEET TITLE
GRADING AND
ECEIv'E DRAINAGE
t DETAILS (SHEET
BY: 5OF5)
SHEET NUMBER
NOTE: MEASUREMENT AND PAYMENT OF ITEMS ON THIS SHEET SHALL BE IN ACCORDANCE WITH THE C 31 4
CONTRACT SPECIFICATIONS. REFERENCES TO MEASUREMENT AND PAYMENT ON THE STANDARD NCDOT
DETAIL SHEETS SHALL BE DISREGARDED WHEN IN CONFLICT WITH THE CONTRACT SPECIFICATIONS. PERMIT SET

100 100 100 100
98 98 98 GA-7 98
RIM ELEV. = 91.30
.QA=2 NE INV. IN (8") = 88.44 RSIr hi I 1
96 -- RIM ELEV. = 92.00 96 96 96
NW INV. IN (15") = 87.60 SE W. OUT (121= 85.59
PROPOSED GRADE SE INV. OUT (15")= 87.60 RS&H Architects•Engineers-Planners,Inc.
94 EXIST] G GRADE 94 94 - PROPOSED GRADE GA_ 94 8601 Six Forks Road,Suite 260
RIM ELEV. = 89.08 Raleigh,NC 27615
GA-1 GA-6
92 R .- " 919-846-6701 FAX [phone]
. . 92 92 PROPOSED CLEAN 0 NW INV. IN (12 ) = 84.38 92 w6701 FAX
919-m
SE INV. OUT (15'�= 87.89 11, GA-3 NE W. 1N (6") = 87.08
RIM ELEV. $ 813.76 I SW INV. OUT (18")= 84.3g North Carolina license Nos.50073*F-0493*C-28
90 W - 90 90 - 90
ELLIS88 PROPOSED RI 88 88 EXISTING GRADE 88
SEE C400 F DETAILS 132 LF 8" HDP: ® 0.99% ''
86
86 _ • 86 86 A I R P O R T
4" DIP STORM DRAI --_
15" ; ; 84 84 - J 84
84 29 LF CL III RCP ® 52-L J1 2.5 COPPER WATER LINE _
\-EK61' LF 12" CL III RCP 0 2.00% ALBERT J. ELLIS
82 ISTING 8" IP WATER MAIN 82 82 - 8" DIP SANITARY S a• UNE 82 AIRPORT
a I.SDNG 8 DIP SANITARY SEWER UNE RICHLANDS, NC
80 I 80 80 80
n P' co d- a0 Q1 N
ol 0) m GENERAL AVIATION
TERMINAL AND
9+00 10+00 11+00 12+00 9+00 10+00 11+00 12+00 13+00 APRON
GA SYSTEM 1 PROFILE GA SYSTEM 2 PROFILE
SEAL
96 96 -
N
I ` o`r, wrss�f \
94
- - 94 �s quo #111A
%
RIM ELEV. 89.08 PROPOSED GRADE ; i ,' � 1
92 - GA- 92
GA-4 NW INV. IN (12") = 84.38 RIM ELEV, = 89.63 ` '' A:��;;,
PROPOSED CLEAN OUT
NE INV. IN (6") = 87.08 E INV. IN (48") = 82.34 � '�N + i N
. 90
-N:1_
90 Nt W. IN (18") = B3.91
1/
_ / W INV. OUT (48 )= 82.33
4" DIP FIRE PROTECTION UNE
88 , - i 7 88 CONSULTANTS
1��" 6" MIN
' M
86 86
-
287 LF 6" HDPE UNDERDRAIN 0 0.44% EXISTING GRADE
84
84 `
2.5" CO ER WATER LINE-/ ,
82 - 82
i -
80 236 LF 18" CL III RCP 0 0.20% /
80
op _ 0
N ? f, i c`to CO
o * n (0 to C" o, n m
coo d c0o 0) ago co oo od co aaoo 00 co 03 CO ado A ago co On °D rn
9+00 10+00
11+00 12+00 13+00 14+00 15+00 16+00 17+00
GA SYSTEM 3 PROFILE
96 96 96 I 96
GA-9 GA-10
RIM ELEV. = 89.63 RIM ELEV. = 87.35
94 E INV. IN (48") = 82 .34 E W. IN (48") - 94 94 94
NE INV. IN (18") = .91 W I . IN (12") = 8922
W INV. OUT 48 = 33 ROPUSED GRADE SW INV. OUT (48")= 2.24 REVISIONS
92 ( "� 92 92 92 No. DESCRIPTION DATE
GA-8
90 RIM ELEV. = 86.90 GA-11 90 90 90
W INV. OUT (48'')= 82.49 RIM ELEV. = fi.fi2 . . . , a, GRADE
NE INV. IN (48") = 82.20
GA-13 88
88116, , 88 88 GA-12 RIM ELEV. = 86.48
RIM ELEV. = 86.41 INV. IN (48") = 81.88
86 86 SW INV. 0 ' - : ..,. - - - 86
86 . .
84 $4 84 DATE ISSUED: 08/06/14
84 ,
REVIEWED BY: AOM
N_
- 82 DRAWN BY: TML
82 / I \ 82 82 \___.-"INE
DESIGNED BY: TML
58 LF 48" CL III RCP 0 0.26% 14 LF 48" CL UI RCP 0 0.26%
80 80 80 EXISTING GRADE 80PROJ3119OM1BEREXISTI GRADE37 LF 48" CL RI RCP a 0.26% 3 LF 48" CL III RCP 0 0.26% ®2014 REVNOLDS,SMITH AND HILLS INC.
78 --
78 78 78 11
Y:, SHEET TITLE
cv - BY:____.
76 76 CO c aa;
75 75
DRAINAGE
'
PROFILES
r- ¢ o oo o a� 9+00 10+00 11+00 12+00 HORIZONTAL SCALE: 1 "= 40'
03 rn CON (0 40' 20' 0 40'
GA SYSTEM 5 PROFILE SHEET NUMBER
9+00 10+00 11+00 12+00 13+00
VERTICAL SCALE: 1 "= 4' C320
GA SYSTEM 4 PROFILE - '
PERMIT SET

n' STA. 17+18.46 GA BASELINE
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: P•
..... ..... ..._.....-.-........ - ..... _-......- /: •' .,'' :`•, Raleigh,NC 27615
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:
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: ;' BASELINE ,
.
f STA 18+05 63 GA
SEED- ------- -------- ------ ----- --- .... ...... --- .....--- - -- --- North Carolina License Nos 50073 F-0493 C 28
STA. 11+98.71 GA BASELINE - - ----- ---- ----- -- - ------- -
,�'' 901 L
------- - ------ -- - - -------
• OFFSET• 32
OFFSET. 329.05 L ,. ... � ::-- .:-::__ • . _��. :' :' ��%a = ' - - - /;��•: � . :' .,:�.- ,�` •
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__- :: TOP ELEV. 86.0' TOP ELEV. 86.0'
STA.I 14+15.25 GA BASEUNE �� STA. 14+32.88 GA BASELINE -
OFFSET: 293.00 L -- OFFSET: 329.00' L ` `
' ��a#� .{ F` nit STA. 18+18.1 : GA BASELINE ELLIS
STA. 12+12.03 GA BASELINE- *4 E .•,.,:A`' � , . 4$ ` ,-; ,:,,, '�,r INSTALL TURF REINFORCMEN MAT t'
v 0 �,�,:,;"'',Wq.' _ SEE DETAIL SHEET C411 ..,:;-,..:4„... r,3 OFFSET: 292.9 s' L
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r_Y3 OFFSET: 14.29' R
0 12+00 88_•'1:- 13+00 14+00 a 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
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r r r :.: _: :: ::_: -:: ::- :____ SOD PROPOSED GENERAL
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.......STA. 13+75.3�-6A- E ------------------::-:::::::::::::-:::::::::::-::::::::_-:::::::_-:::::::::--:::::.-::::.-.-::._: ••• ��■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ '== =:-:=::- .....
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BASELINE
"" OFFSET 124.60 R
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$f� ..- C� :: : OFFSET: 124.50 R �;;°;.�:
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-
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STA. 16+56.38 GA BASELINE STA. 19+42.22 GA BASELINE
STA. 12+15.02 GA BASELINE A •
OFFSET: 144.50' R OFFSET: 144.50' R
OFFSET: 146.34' R = -- --.-_ -- -- a SOD soo REVISIONS
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OFFSET: 164.51 R �°`���`_°�°��'�' - STA. 18+31.72 GA BASELINE `A. ip
STA. 17+25.29 GA BASELINE OFFSET: 178.16' R STA. 19+84.99 GA BASELINE 1 * STA. 20+25.44 GA BASELINE
STA, 14+54.36 GA BASEUNE OFFSET: 182.96 R OFFSET: 187.53 R �/� OFFSET: 181.49' R
OFFSET: 188.76 R •!■V�
LEGEND ". PROPOSED RIP RAP
TOP ELEV. 87.0' SEE DETAIL 8/C411
SEED T-901 SEEDING AREA
GENERAL NOTES
DATE ISSUED: 08/06/14
::::. s o•.::: T-904 SODDING AREA
1. ALL STATION AND OFFSETS ARE PER THE GA BASELINE. SEE HORIZONTAL AND VERTICAL CONTROL PLAN SHEET. REVIEWED BY: AOM
�r�,1 EXCELSIOR MATTING
DRAWN BY: TML
►�0������ 2- THE CONTRACTOR SHALL PROTECT ALL EXISTING PAVEMENT TO REMAIN. DESIGNED BY: TML
vilE TURF REINFORCMENT MAT 3. THE CONTRACTOR SHALL REPLACE ANY PAVEMENT TO REMAIN THAT IS DAMAGED BY THE CONTRACTOR'S FORCES OR EQUIPMENT TO THE NEAREST JOINT AT NO
///,,, / r "'I'�,�"' PROJECT NUMBER
ADDITIONAL COST TO THE OWNER. 2031169.011
NCDOT STD 1605.01 TEMPORARY U / --- ✓. ®2014 REYNOLDS.SMITH AND HILLS INC
D c SF) SILT FENCE 4. THE CONTRACTOR SHALL CONFORM TO THE MOST CURRENT EDITION OF ALL FM ADVISORY CIRCULARS.
SHEET TITLE
BY:
- I I 5. ALL CUTS AT EXISTING PAVEMENTS TO REMAIN SHALL BE FULL DEPTH.
I
1II 1 I VEH NCDOT STD. 1607.01 GRAVEL 'I/ EROSION A N D
' ' 11 CONSTRUCTION ENTRANCE 6. ALL NOTES REGARDING NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SPECIFICATIONS SHALL CONFORM WITH THE 2012 EDITION NCDOT STANDARD ,�J
SPECIFICATIONS FOR ROAD AND STRUCTURES AND 2012 EDITION OF NCDOT ROADWAY STANDARD DRAWINGS UNLESS OTHERWISE NOTED ON THE PLANS AND �3/ SEDIMENTATION
/ NCDOT/ STD.
ASK APPROVED BY THE ENGINEER. CONTROL PLAN
7. ALL ROADWAY SIGNING AND MARKINGS WILL COMPLY WITH THE 2012 EDITION NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES, 2012 EDITION OF
NCDOT STD. 1633.02 TEMPORARY ROCK NCDOT ROADWAY STANDARD DRAWINGS, AND 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (INCLUDING ALL REVISIONS) UNLESS
4100 SILT CHECK TYPE B OTHERWISE NOTED ON THE PLANS OR APPROVED BY THE ENGINEER. 40 0 40 80 SHEET NUMBER
NCDOT STD. 1635.02 ROCK PIPE INLET 8, REFER TO SHEET C410-C411 FOR EROSION AND SEDIMENTATION CONTROL NOTES AND DETAILS. C400
W%ileelillinilRP SEDIMENT TRAP TYPE B WARNING!!! WARNING!!! WARNING!!! GRAPHIC S C A L E
THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FM LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD ( IN FEET )
•/�.',. PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT
•4 • NCDOT STD. 876.02 RIP RAP AT PIPE OUTLETS RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM PERMIT SET
• LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADDITIONAL COMPENSATION.

KEY MAP
N N19 00
E 10+00 •17+00 . r a wN 18a • r .} . a N 20+• . N 21+00 N 22+• . N 23+a a I II a r 9 N 23+8 E 10+00 JIS!ft
—
tee de IMPROVING YOUR WORLD
—
—
—
' E . RS&H Architects•Engineers•Planners,Inc.
\\\ _ t
— —
■ _ 8601 Six Forks Rd.,Suite 260
— — — _ _ I ~� T �■ - Raleigh,NC 27615
—
—
919-846-6701 FAX [phone]
— — lir , i�� www.rsandh.com
—
—
�1 31k North Carolina License Nos 50073`F-049J'C 18
----- `=SSA- A _ I - RSA - RSA .-.. RSA
I NOTES
_ / Ik 0 1. ALL NORTHINGS AND EASTINGS SHOWN AREPr Hills
\ - - - - - BASED ON THE CONSTRUCTION COORDINATE/GRID
_ SYSTEM FOR THIS PROJECT. SEE HORIZONTAL
- AIRPORT
' 48" '` - - - - AND VERTICAL CONTROL SHEETS FOR BASELINES
E 11+00 + I it- _.. 1 �_, i •� . . ... % 13 .. .. �, �- -�._ LAYOUT.
- i i 1 i : -- II I 1 I I I I I 1
�..___,.__ —_ �.... ..._J..--.! 1 I I 1 1 1 I + 1 I I 1 1 1 1 I 1 + 1 I 1 1 I I I I E 11+00 2. REFER TO DRAINAGE SHEETS, UTILITY SHEETS, ALBERT J. ELLIS
- p - - - - -_- - - ®' - - - - JOINT LAYOUT SHEETS, AND MARKING AND
3 - - ---- - I 3. GNN GE SHEETS FOR THOSE ITEMS. AIRPORT
REFERTO ELECTRICAL SHEETS FOR FURTHER
- - - ELECTRICAL DEMO AND TERMINATIONS.
RICHLANDS, NC
4. ADDITIONAL DEMO NOTES ARE PROVIDED ON
- - - - SHEET C100.
_ \ __ -----__ _ _ _
I ALBERT J. ELLIS
I NEW TERMINAL
- - � - - - s.-`��-------�'_._' -� -�-----.. AIRCRAFT PARKING
/ _
APRON AND
_ _ LEGEND I
LANDSIDE ACCESS
- TAXIWAY B1 - - - i
ROADWAYS (PHASE I)
_ I PROPOSED PAVEMENT
LIMITS
_go -. �_-- 'OO - ENGINEER'S SEAL
/ PROPOSED MILL AND ASPHALT ,♦,ti,,,,imhrr1
0
/ OVERLAY Limn '� A'' '''�
E 12+00 1 I I 1 -1- -1- -I-- -II- + I -1 -1 -I- -1- -I- 1 I I + i II I I I I 1 1 1 + 1 --1 —7 —1-- 1— 1-- 1 +-1 ----1- ---1-- 1 1 1 1 I + 1 III I us I 1 + I I I 1 I I I E 12+00 ,.`�� ., t f :..f {
- OFA- OFA OFA
OFA - / �.,r 92.00- PROPOSED MAJOR CONTOUR (1.0') ~�':`
I _
PROPOSED MINOR CONTOUR (0.2')
'� — — PROPOSED GRADING BOUNDARY " � .�`
-- - - TAXIWAY A -
co,
_ - _ __ _ m PROPOSED DRAINAGE FIFE '''* 4•-•g4 Wit'
��NfNJ111f1!\♦♦ '
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CONSULTANTS
- — — — —
PROPOSED PIPE WITH
87.50� — 87.50 �`'I W RECTANGULAR ENDWALL
_ — — -8�°�O� -o� - 87.00OD- ® PROPOSED DRAINAGE MANHOLE
— — _ — — _ __ W � -• PROPOSED UNDERDRAIN
PROPOSED UNDERDRAIN CLFANOUT
____ _ _ _ —86, 0 ,,- -
I - 86.50- - _ _ ` 87,00 .
X PROPOSED FENCE
_ _ — — — — -85.00 r \ ,� --\ 8fi.� —— — — - ! I Li - - _ — — _ 88.50- J RSA RUNWAY SAFETY AREA
E 13+00 — + I 1—`I--1 J I 1 1 —t —+� J_ L— 1-1 1 1 _ E 13+00
>, i\\\ `t I I 1 I :1 / I + — !_l,i —OFA RUNWAY OBJECT FREE AREA
OQ� y = = - _- _ 85.00= = - - -111. I-
\IVINVA - _ - — _ ---- TAXIWAY SAFETY AREA
_ _— — — — -- fib- _ - - .00
-_ — — _ _ — — , i A.A.._ _ ������� ��» ---- -- -_ _- - --_- --_ 83:00 - _mio_ _ - - _ _ 14\ . TAXIWAY OBJECT FREE AREA
If— — _ -- 7-- - I PROPERTY LINE
�� I
_� r -. 17-0, 6
Av1 :k {� _ J it (III III
a4.0. - �� � ,. /t I % ` - I 92.00- ((STING MAJOR CONTOUR (2')
/9\ +� Ill (STING MINOR CONTOUR (0.5')
150 LF 36' CL V RCP ® 0.52x w 1--i :� - -. - - � o
C
EXISTING DRAINAGE PIPE
`�� ��( �� � EXISTING DRAINAGE INLET
86. -
�85`OO �, __ A I EXISTING DRAINAGE MANHOLE E C E# E
__ --, — — �N. '-=_-- --„sli , 1 --- _ � EXISTING FENCE MAR 1 1 2013
` - 8fi.00� i /qs,
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IT
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"r • / 17EXISTING WATER LINE
E 14+00 +---- 1� e 1 1 1 1 1 1 ♦ �' I Pr '� i i/ / AV ,i�/ ' `Wrf i� C�� � � = r.ri■
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��/� / �' `( � i i / / t
0= �a ty� _ .� ' \"I''�. , IJNE REVISIONS
EXISTING SANITARY SEWER C� C� v .• _ -_ _ ,���. r EXISTING OVERHEAD ELECTRIC�11nt/ \ �' �8. 1 ���N,��,i"u k. NO. DESCRIPTION DATE
88so A \-
-•� l:"Ill — — EXISTING LJGHT
i it r.♦ r
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, S � vE � ' 89• - - �� _ - \ \ \4\\\ EXISTING SANITARY SEWER MANHOLE
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milmNilmil
"fp `\ ��� - - - - • : 1 : - - - - - ‘AA)\'n I
I'd _ i EXISTING WATER OR SANITARY VALVE
/� j r �� —ram
/ \ EXISTING FIRE HYDRANT
r /CP \ _ - -_ EXISTING WATER METER
-849 3T / / /°��• / EXISTING ELECTRIC BOX
— DATE ISSUED: DECEMBER 20,2012
' rze ° I EXISTING TELEP COMM BOX REVIEWED BY: sAs
9i.^^ \ \ \ I DRAWN BY: N�
`\ Wil ekl,P01100:
� � / '--- i s1 9i.50 _- �(,U v DESIGNED BY: NML/MRB
ill
AEP PROJECT NUMBER
Nkx\i„ 1
E 15+00 ✓ + 1 I 1 i - I I I I °Ili 0e/ i III E 15+oQ � ) A P " ' OVE203-1169-003
1I,�f,�J����,j� �`� 203-1169-004
- �� �H CA'�LINA ENVIRONft ©20'2 REYNOLDS SMITH AND HILLS INC 0 tilliir1/) on - - - - - - 92.00
\\0\\
i '_ 92.00 �V SHEET TITLE
4 UIVISIc N OF TY 6 F ct3100.5
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N 17+00 N 18+00 N 19+00 MAQTC H LI N E - SEE SHEET C 509 N 21+00 N 22+00 - - N 23+00 N 23+biU �,
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SHEET NUMBER
30 0 30 60 C502
WARNING!!! WARNING!!! WARNING!!!
THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FAA LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD .U U U V E
PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY A IEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT U
RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM GRAPHIC SCALE NOT FOR
LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADDITIONAL COMPENSATION. ( IN FEET ) CONSTRUCTION
Drawing: C:\pw_work\rsh_pw\pw_user\dms46322\0AJC501—0519-dwg Plotted on: 3/8/2013 1:20 PM Plotted by: Blackmore, Michael
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N 24+00 N 25+00 N 26+00 N 27+00 N 28+00 N 29+00 N 30+00 N 30+70 RS4-11
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— — — — — — —
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_ _ _ _ _ _ - I NOTES
1. ALL NORTHINGS AND EASTINGS SHOWN ARE PE L L I S
BASEINE A-A - - - - - - BASED ON THE CONSTRUCTION COORDINATE/GRID T
_ _ _ - - _ _ AND VERTSYSTEMFICAL CONTRTHIS OLESHEETS FOR CT. SEE RBASEU ESIZONTAL AIO
AND GRID LAYOUT.
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4. ADDITIONAL DEMO NOTES ARE PROVIDED ON
_ I - - - - - - SHEET C100.
7-TAXIWAY B2 I ALBERT J. ELLIS
- - - - - - -- - -. --®.- I NEW TERMINAL
- -- -- __- ___-- - - - - ____�.-.. -
AIRCRAFT PARKING
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N 24+00 N 25+00 N 26+00 MATC H LI N E - SEE SHEET E ET C 510 N 28+00 N 29+00 NI 30+00 N 30+
N 27+00 y I PLAN
SHEET NUMBER
WARNING!!! WARNING!!! WARNING!!! 30 0 30 60 C503
THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FAA LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD • • • •
PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT • • •
RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM
LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY GRAPHIC SCALE NOT FOR
OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADDITIONAL COMPENSATION. ( IN FEET ) CONSTRUCTION
Drawing: C:\pw_work\rsh_pw\pw_user\dms46322\OAJC501—0519.dwg Plotted on: 3/8/2013 1:20 PM Plotted by: Blockmore, Michael

KEY MAPRSIFir.
E 10+NO 30+70 t N 31+00 N 32+00 N 33+00
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1. 1 '� m 919-846-6701 FAX 919-573A339
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1. ALL NORTHINGS AND EASTINGS SHOWN ARE
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\ .�.,p.o,�____---- �.�_. v .- JOINT LAYOUT SHEETS, AND MARKING AND ALBERT J. ELLIS
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_ \ �d.. _ - RICHLANDS, NC
'° ` �4'`` _ ' _ m® — - — 4. ADD ELECTRICALNAL DEMO NOTES ARE PROVIDED ON
— ,�` — ` - — _ _ SHEET C100.
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ALBERTNEW J M R. ELLISINAL_ ._.. _._.� _ q�_ -,a_-
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- - - - - EXISTING FIRE HYDRANT
_ _ _ _ _ _ _ EXISTING WATER METER
EXISTING ELECTRIC BOX
-- - - --
DATE ISSUED: DECEMBER 2t1,2012
EXISTING TELEPHONE/COMM BOX REVIEWED BY: SAB
- - - - - - DRAWN BY: NML
DESIGNED BY: NML/MRB
- - -
- -
-
AEP PROJECT NUMBER
E 15+00 I I ♦ 1 1 1 1 i I 1 I 1 + I I I I I I 1 I I + 1 I 1 I 1 I I I 1 + t I I I I I I 1 1 + I I i 1 1 I 1 I I + 1 1 I I I I I i I :I—
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203-1169-003
203-1169-004
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O 2012 REYNOLDS, SMITH AND HILLS INC.
I
_ -
- - -
- -
SHEET TITLE
— - - - - - 2\ GRID GRADING AND
4�� EE / DRAINAGE
E 15+N 30+70 N 31+00 N 32+00 N 33+00 MATC H L I N E - SEE SHEET C 511 N 35+00 N 36+00 N 37+00 N 37+6015+42 0� �/ NORTH
N +°° �y PLAN
ti
SHEET NUMBER
WARNING!!! WARNING!!! WARNING!!! 30 0 30 60 C504
THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FM LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD • • • •
PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY AI I EMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT • • •
RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM
LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY GRAPHIC SCALE NOT FOR
OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADDITIONAL COMPENSATION. ( IN FEET ) CONSTRUCTION
Drawing: C:\pw_work\rsh_pw\pw_user\dms46322\QA.ICSC1—0519_dwg Plotted on: 3/8/2013 1:20 PM Plotted by: Blackmore, Michael

N 20+00 KEY MAP
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THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FM LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD • • • •
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THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FM LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD • • • •
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Drawing: C:\pw_work\rsh_pw\pw_user\dms46322\OAJC501—0519-dwg Plotted on_ 3/8/2013 121 PM Plotted by: Blackmore, Michael

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— — — — — _— 919-846-6701 FAX [phone]. _INI
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— — — iota' North Carolina License Nos.50073*F-0493*C-28
E 16+00 1 I 1 + I I I I I I I I 1 ♦ I I 1 I I 1 I I 1 + I I I I 1 I I I I + 1 1 I I I I I i I + I I I I I I 1 I I + I 1 I I i I 1 1 I + I I I I I ( E 16+00
— _ _ — _ _ - NOTES
_ - - - _ 1. ALL NORTHINGS AND EASIINGS SHOWN ARE E L L I S
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- - - - - - - AND VERTICAL CONTROL SHEETS FOR BASELINES
AND GRID LAYOUT.
- - - -
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PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS- HOWEVER, THE ENGINEER IS NOT • • • —_
RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM
LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION- ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY GRAPHIC SCALE NOT FOR
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Drawing: C:\pw—work\rsh_pw\pw_user\dms46322\Ok1C501—0519.dwg Plotted on: 3/8/2013 1:21 PM Plotted by: Blackmore, Michael

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_ — — — — — — —. -; i_ _ Raleigh,NC___
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- - - - - - - AND VERTICAL CONTROL SHEETS FOR BASELINES
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= 2. REFER TO DRAINAGE SHEETS, UTILITY SHELLS,
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d / / - 203-11
°1 0 I /�//// I I 203-1169-004
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A, )
SHEET NUMBER
WARNING!!! WARNING!!! WARNING!!! _ 30 0 30 60 C512
THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FM LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD In■•::
PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT
RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM
LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY GRAPHIC SCALE NOT FOR
OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADDITIONAL COMPENSATION. ( I N FEET ) CONSTRUCTION
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_ _ _ _ `\ - AND VERTICAL CONTROL SHEETS FOR BASELINES
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3. REFER TO ELECTRICAL SHEETS FOR FURTHER
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— — — — — — — ° I ALBERT J. ELLIS
NEW TERMINAL
AIRCRAFT PARKING
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I PROPERTY UNE
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I EXISTING DRAINAGE MANHOLE
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_ _ _ _ _ _ I REVISIONS
EXISTING OVERHEAD ELECTRIC NO. DESCRIPTION DATE
E 25+00 + I 1 1 I 1 I I I I + I I I I i I I I I + I I I I I 1 I I I + I I 1 I I I I I I + I I I 1 I I I I I + I I I I I I I I I + I I I I I i I E 25+00 EXISTING LIGHT
- - - - - - - EXISTING SANITARY SEWER MANHOLE 1 ECEINIL
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- - - - - EXISTING FIRE HYDRANT ".______
- - - - - - - EXISTING WATER METER
EXISTING ELECTRIC BOX
- - - - - - - DATE ISSUED: DECEMBER 20,2012
i EXISTING TELEPHONE/COMM BOX REVIEWED BY: SAB
—
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_ — — — — — DESIGNED BY: NML/MRB
—
AEP PROJECT NUMBER
— — — — — — — 203-1169-003
203-1169-004
— _ _ - - - - CO 2012 REYNOLDS, SMITH AND HILLS INC.
I SHEET TITLE
E 26+00 + I I I I I I i I I + I I I I I I I I I + I I I I I I I 1 I + I I I I I 1 I I I + I I I I I I I I I + 1 I I I I I I I I + I I I I I I I ( E 26+00
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SHEET NUMBER
WARNING!!! WARNING!!! WARNING!!! 30 0 30 60 C5103
THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FM LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD • • • • —_
PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT • • •
RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM
LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY GRAPHIC SCALE NOT FOR
OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADDITIONAL COMPENSATION. ( I N FEET ) CONSTRUCTION
Drawing: C:\pw_work\rsh_pw\pw_user\dms46322\OAJC501—0513_dwg Plotted on: 3/8/2013 1:21 PM Plotted by: Blackmore, Michael

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- - - - _ _ EXISTING ELECTRIC BOX DATE ISSUED: DECEMBER 20,2012
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I
DRAWN BY: NML
- - - - DESIGNED BY: NML/MRB
-
AEP PROJECT NUMBER
- - - - - - -
203-1169-003
203-1169-004
2012 REYNOLDS, SMITH AND HILLS INC.
— - - - SHEET TITLE
E 26+00 1 I + I I I I 1 I I I I + I I I I I I I I I + I I I I I I I I 1 + I I I I I I I I I + I I I I I I I I I + I I I I I I I I I + I I I I I I I E 26+00
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THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FAA LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD • • • III
PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT U • •
RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM
LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY GRAPHIC SCALE NOT FOR
OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADDITIONAL COMPENSATION. ( I N FEET ) CONSTRUCTION
Drawing: C:\pw_work\rsh_pw\pw_user\dms46322\0AJC501—0519.dwg Plotted on: 3/8/2013 1:22 PM Plotted by: Blackmore, Michael

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fx 919�4fi-fi701 FAX [phone]
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SYSTEM FOR THIS PROJECT. SEE HORIZO COORDINATE/GRID
,, `` ,� — — — — — AND VERTICAL CONTROL SHEETS FOR BASELINES AIRPORT
\ \ I — — — -It _ _ AND GRID LAYOUT.
I 2. Rtrtlt TO DRAINAGE SHEETS UTILITY SHtt15
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SIGNAGE SHEETS FOR THOSE ITEMS.
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E 22+00 , ® , I 1 I 1 1 I I I + ' 1 ; I 1 I 1 1 1 ° 1 1 + I N ;•, I I 1 I I I I ` 1 ; +; 1 I !I II ` 1 1 1 i i I 1 1 1 1 I I I I I I 1 1 ' 1 I I I II + I f l I I I E 22+00 RICHLANDS, NC
o i.i4 'Q I ` 1 ELECTRICAL DEMO AND TERMINATIONS.
25
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�\ �, ( — — — I / — — OVERLAY LIMITS *�" �i ' L�• ✓
\;; `� �` �, t I I _ _ —92.00— PROPOSED MAJOR CONTOUR 1.0' �,Qlifi 44JJ „-
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E 23+00 I 1 I I 1 \ I I 1 1 1 t I ! + I 1 1 I I 1 1 I + I I 1 1 1 1 1 1 1 + I 1 I I I 1 E 23+00 ` `+�� �6 iy��/)
` , \ \ ;` _ \' t _ — PROPOSED GRADING BOUNDARY ` � _ r
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U \ IiF�. 1 r PROPOSED DRAINAGE INLET
` CONSULTANTS
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EXISTING OVERHEAD ELECTRIC NO. DESCRIPTION DATE
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- - - - - - EXISTING SANITARY SEWER MANHOLE
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1 EXISTING WATER OR SANITARY VALVE t
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- - - - - - - EXISTING WATER METER its. -�- `""
— — — — — — - DUSTING ELECTRIC BOX DATE ISSUED: DECEMBER 20,2012
- _ _ - _ - _ I EXISTING TELEPHONE/COMM BOX REVIEWED BY: SAB
DRAWN BY: NML
- -
- - - - - DESIGNED BY: NML/MRB
_ _ _ AEP PROJECT NUMBER
- - - 203-1169-003
203-1169-004
- - - -— —
O 2012 REYNOLDS, SMITH AND HILLS INC.
I SHEET TITLE
E 26+00 1 I I + I I I I I I I I I + I I I I I I I I I + I I I I I I I I I + I I I I I I I I I + I I III I I I I + I I I I I I I I I + I I I I I I E 26+00
_ _ _ R a GRADING AND
E 26+25 N 34+00 E 26+25 �o�� N 0 RT H DRAINAGE
N 30+70 N 31+0Q N 32+00 N 33 00 N 35 00 N 36 00 N 37+00 N 37+60 /P/>.
11 ti PLAN
z4
SHEET NUMBER
WARNING!!! WARNING!!! WARNING!!! 30 0 30 60 C518
THERE ARE A NUMBER OF AIRPORT, PUBLIC UTILITIES, AND FM LIGHTING, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE AIRFIELD • • • •
PAVEMENTS AREAS. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT • • •
RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM
LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY GRAPHIC SCALE NOT FOR
OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY HIS ACTIONS, WITH NO ADD[ONAL COMPENSATION. ( IN FEET ) CONSTRUCTION
Drawing: C:\pw_work\rsh_pw\pw_user\dms46322\OAJC501—0519.dwg Plotted on: 3/8/2013 1:22 PM Plotted by: Blackmore, Michael

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7.* AND
VICINITY MAP 1
INDEX OF DRAWINGS \ MIDFIELD CONNECTOR TAXIWAY
SHEET NO. DESCRIPTION f
o-i COVER SHEET
SUMMARY OF 0UANTfl1ES FAA AIP Project No. 3-37-0033-13
PL-1 PROJECT LAYOUT AND
�-, EN � AL B E RT J . E L LIS AIRPORT ` `���Fv°°
�2 �" JACKSONVILLE'TYPICAL SECTIONS , NORTH CAROLINA a eX � � �s J
SM-' T° 8M-5STAKING AND '"AR `"° PLAN DULY 1994 °"
( P-1 TO GP-5GRADINGANDG PLAN PROFLE
P-1 CONNECTOR TAXIWAY PROFILES
o-i DRAINAGE DETAILS f> `,
EC-1 EROSION CONTROL PLAN AND t��� y° �%
X-, TOX-� THE LPA GROUP INCORPORATED , 0,,..N ritTi Wt`.... :
L-1 TO L-5 UGHTING PLANS TRANSPORTATION CONSULTANTS
L-8 TO L-7 LIGIRJ(, DETAILS /
� MikATLANTA, GA ' BLOOMINGTON, IL' CHARLESTON, SC L
SET NO .
COLUMBIA, SC ' MOBILE, AL • MYRTLE BEACH, SC
.....)
.,.
PHILADELPHIA, PA ' RALEIGH, NC ' TAMPA, FL

1144
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-- -- # M_qp ip_N M N M N — — N --Fe --1T---w- _ _ N M N N N N M PIIIM N N N N N N N N N N PI —— —— -- --
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L_(Fan) l \\�\
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EQUIPMENT GLIDE SLOPE - WIND CONE \ a,,
SHELTER ANTENNA \ \\ Il __-�
-- - -- ----- --- ---- --- --- ------- -- ---- ---
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MIDDLE LOCAUZER
MARKER 1 _ _
_ t _ _ _ _ _ _ _ _ _ - N 44' 23' 56' E TRUE_ - 7,100' X 150' RUNWAY _ _ _ _ _ _ _ � - _ _ ",.
EQUIPMENT j - ).... .... �° ..1 *
SHELTER :`'k.(
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\ GENERAL AVIATION AIR CARRIER
\ VAULT 1
-- — -- — -- -- -- — — t 1 FBO r M M
_— N _ N , TERMINAL
— —— \\\ _ \ j)
GENERAL NOTES �` M fr Z —— —— *"-- N.C.S.R. 1265 __ _
AUTO PARKING LEGEND
1. IN ORDER TO CONSTRUCT THIS PROJECT WITH MINIMAL INTERFERENCE 9. CONTRACTOR SHALL BE RESPONSIBLE FOR NE LOCATION, \ j
--IV
PROPERTY LINE
TO AIRPORT OPERATIONS, NE CONTRACTOR SHALL CONDUCT HIS IDENTIFICATION, AND PROTECTION OF ALL EXISTING UTILITIES AND \\ ,
� -_-- EXISTING ROAD (UNPAVED)
CONSTRUCTION OPERATIONS AS SHOWN ON THE PROJECT LAYOUT AND NAVAIDS IN CONSTRUCTION AREA. ANY DAMAGES TO EXISTING / _� EXISTING CHAIN LINK FENCE
�_
SAFETY PLAN, THE CONSTRUCTION SEQUENCE PLAN, AND HIS APPROVED U11U11ES OR NAVAIDS ON OR OFF AIRPORT PROPERTY SHALL BE THE __ __ EXISTING GATE
CONSTRUCTION PROGRESS SCHEDULE. THE CONTRACTOR SHALL RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY REHABIUTAl10N AND STRENGTHENING
COORDINATE ALL CONSTRUCTION ACTIVITIES WIN THE ENGINEER TO NE OWNER AND MAKE REPAIRS IMMEDIATELY. NO REIMBURSEMENT WILL %� WIDENING
MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS THE BE ALLOWED FOR U11UTY/NAVAID REPAIR OR REPLACEMENT.
CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE WIN SAFETY
gigitiS:;S:::=::::Si NEW MIDFIELD CONNECTOR T/W 'A2'
REQUIREMENTS AND TO MINIMIZE INTERFERENCE TO AIRPORT 10. ALL PAVEMENT SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC., AT -
400' 200' 0 400' 800' 1200'
OPERATIONS DURING CONSTRUCTION. ALL TIMES. ANY SPILLAGE OF EXCAVATION OR OTHER MATERIALS
SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR WITH A MOTOR 1_,6! 16i .
2. CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE DRIVEN SWEEPER. A PROGRAM OF REGULAR INSPECTION WILL BE SCALE: 1"= 400'
THE FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: PLANNED BY THE CONTRACTOR.
• OPERATIONAL SAFETY ON AIRPORTS 11. THE TAXIWAY AND RUNWAY SURFACES SHOULD NOT BE USED AS HAUL
DURING CONSTRUCTION - AC 150/5370-2C. ROUTES UNLESS SPECIFICALLY DESIGNATED BY NE ENGINEER.
• PAINTING MARKING AND LIGHTING OF VEHICLES USED ON CONTRACTOR SHALL ACCEPT NE ENGINEER'S CONDITIONS FOR AIRFIELD
AIRPORTS - AC 150/5210-58. PAVEMENT USAGE AS BEING FINAL NO PAYMENT WILL BE MADE
• AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-188 REGARDING THESE CONDITIONS.
• MARKING OF PAVED AREAS ON AIRPORTS - AC/150/534.0-1F.
• SAFETY REQUIREMENTS AND SECURITY REQUIREMENTS OF NE 12. CONTRACTOR WILL RESTORE CONTRACTOR STAGING AREA AND HAUL
SPECIFICATIONS ROUTES TO ORIGINAL CONDITION WHEN WORK IS COMPLETE TO OWNER'S
AND ENGINEER'S SATISFACTION. NO SEPARATE PAYMENT WILL BE MADE
3. NOTICE TO AIRMEN (NOTAM) - NE CONTRACTOR WILL PROVIDE FOR THIS RESTORATION. ANY DAMAGE TO EXISTING PAVEMENT WILL BE
DETAILED INFORMATION ON NE CONSTRUCTION SCHEDULE TO THE OWNER REPAIRED AT NE CONTRACTOR'S EXPENSE.
IN ORDER FOR NOTAMS TO BE ISSUED IN ACCORDANCE WITH
ESTABLISHED CRITERIA. THE OWNER SHALL BE GIVEN A SEVEN DAY 13. SINCE THE AIRPORT USERS SHALL BE WITHIN PROXIMITY OF NE
NOTICE FOR ISSUING NOTAMS AND A 48 HOUR NOTICE OF SCHEDULE PROJECT OMITS THROUGHOUT NE DURATION OF THIS PROJECT, A i .<'\
CHANGES. COORDINATED EFFORT IN RESPECT TO SECURITY, SAFETY, AND \\
CONSTRUCTION IS ESSENTIAL NUMEROUS CONSIDERATIONS MUST ; ' \ �,
4. CONTRACTOR WILL MAINTAIN SECURITY WITHIN THE PROJECT SITE AND ADDRESSED IN NE CONTRACTORS WORK AND SCHEDULE INCLUDING BUT \b'
THE BORROW SITE AT ALL TIMES. NO UNAUTHORIZED PERSONNEL SHALL NOT UMITED TO THE FOLLOWING: // i
FLAG (2 REQ D) 8- \
BE ALLOWED ON THE SITE. 20x20 ORANGE• CONSTRUCTION SEQUENCE -- -- SUPPORTED TO REMAIN IN THE EXTENDED
/<,
5. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT SITE • SECURITY CHECK POINT POSITION AND ORIENTED AS SHOWN
ONLY THROUGH CONSTRUCTION ENTRANCE GATES DESIGNATED BY NE • PROJECT CONSTRUCTION TRAFFIC
ENGINEER. CONTRACTOR WILL BE RESPONSIBLE FOR THE SECURITY OF • CONTRACTOR'S STAGING AREA 1 i BATTERY POWERED FLASHING
DESIGNATED ENTRANCE GATES AND MUST ENSURE THAT THE GATES ARE • AREAS OCCUPIED BY AIRPORT USERS 0 O YELLOW LIGHTS (TWO REQ D) Xis-
MANNED AT ALL 'TIMESWHILE UNLOCKED. 14. A MAJORITY OF CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE t �'j ' ------- -8'X8'X8'-0' LG. SOLID TUBER6. CONTRACTOR SHALL PROVIDE FLAGMEN AT ACCESS/HAUL ROUTES ON OR CONDUCTED IN AREAS WHICH WILL EFFECT THE AIRPORT OPERATIONS
ADJACENT TO RUNWAYS OR TAXIWAYS OR AS DIRECTED BY THE ENGINEER AREA (AOA). THEREFORE, THIS PROJECT MUST BE CONSTRUCTED WITHALTERNATING 4' WIDE ORANGE AND WHITE BANDS
TO ENSURE THAT TRAFFIC IS MAINTAINED ON THE DESIGNATED ROUTE MINIMAL INTERFERENCE TO AIRCRAFT OPERATIONS. CLOSURES OF THE z
AOA SHALL BE COMPLETED IN ACCORDANCE WIN THE CONSTRUCTION NOTE PLACE BARRICADES AT 25' MAX. SPACING = YELLOW BANDS PLACED OVER
7. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED SEQUENCE PLAN. cap
AREAS. THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING OR AS DIRECTED BY THE ENGINEER. RUNWAY DESIGNATION MARKING.
RESTRICTED AREAS AT ANY TIME, UNLESS SPECIFICALLY AUTHORIZED 15. NE CONTRACTOR SHALL HAVE A MINIMUM OF TWO (2) AIR TO GROUND SECURE TO PAVEMENT WITH BALLAST
BY THE ENGINEER OR AIRPORT MANAGEMENT. RADIOS TO MONITOR ALBERT J. ELUS UNICOM ON VHF FREQUENCY BARRICADE DETAIL 123.0. , CLOSED RUNWAY MARKING DETAIL 2
8. CONSTRUCTION STAKE-OUT SHALL BE PERFORMED BY THE CONTRACTOR IN N.T.S. PL-1 N.T.S. PL-1
ACCORDANCE WIN ARTICLE 50-06 OF THE GENERAL PROVISIONS. THE 16. CONTRACTOR SHALL PROVIDE STONE FOR CRAWL ENTRANCE PADS AS
ENGINEER SHALL PROVIDE TWO (2) TEMPORARY BENCH MARKS (TBM) FOR NECESSARY OR AS REQUIRED BY NE ENGINEER. NO SEPARATE PAYMENT
THE CONTRACTOR'S USE. WILL BE MADE FOR THIS ITEM.
_}
I I
THE A L J. LI • ' O DESIGN DAR DRAWN RPS OHECKDAR PROJECT NO. RA004129 ``����iay"t'�`''� DATE
LPA IL= THE LI'A GROUP of NORTHp.a. JACKSONVILLE, NORTH CAROUNA CARD,••. �,y '% JULY 1994
GROUP _ TRANSPORTATION CONSULTANTS TAXIWAY 'A' ATION AND STFENGTHENING AM) MIDFIELD CONNECTOR TAXIWAY =.! ° A�"f
!1�/i -
Member of THE LPA GROUP INCORPORATED 'ti.,'7/2,,uc.<s - PL-1PROJCT LAYOUT AND SAFETY PLAN , y
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, Sc . COLUMBIA, SC .
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY
DRAWING NO.

I l I
EXIST. TAV 'A' C. ( TAW 'A' REV. T/31 'B2','B3,dr'B4'
1141 \
I
118' SAFETY AREA (MIN.) 20' SHOULDER + VARIABLE WIDTH VARIABLE WIDTH ._ 20' SHOULDER
,i, , VARIABLE WIDTH - 30' TO 50' VARIABLE WIDTH - 30' TO 50' _ , , 1
GRADGRADE TACK COAT (P-603) WIDENING POINT E WIDENING
_ 9 _ 20 SHOULDER _ I 20 SHOULDER 9' 10 10 - 10' 10
t 10' 10' .. WIDENING _ POINT _ WIDENING 10' 10' _ - ' 7 VARIES --1't 1't— -- VARIES -
8 - VARIES -- --1't 1'±--- -�- VARIES —
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r � �GtLAY COURSE (P-401) SEE DETAIL SEE DETAIL 8 I
NEW TOPSOIL VARIABLE DEPTH 8 — 14 (P-209) '� T � TACK COAT (P-603)
' PLACEMENT (TYP.) SEE DETAIL Ntar PLACE IN TWO
i'` EXIST. SUR COURSE EQUAL LIFTS �, NOTE: SEE DETAIL � FOR JUNCTION OF EXISTING AND PROPOSED PAVEMENT
COMPACTEDVgF
SUBGRADE (TYP.) NOMINAL THICKNESS = 5't
' EXIST. BASE COURSE
NOMINAL THICKNESS = lilt TYPICALSECTION - CONNECTOR TAXIWAYS »B 2"i "B 3»L& »B 4"
NOTE SEE DETAIL AI FOR JUNCTION OF EXISTING AND PROPOSED PAVEMENT N.T.S. S-1_.....---1
,
TYPICAL SEC !10N - TAXIWAY "A"
WIDENING 1 BIT. OVERLAY COURSE (P-401) 1 r f
N.T.S. TS-1 VARIABLE DEPTH 8 �� --DUST. EDGE OF
SEE DETAIL m TAXIWAY PAVING
TACK COAT - 2' BIT. BINDER (P-401)
VW 'A2' (P-603) 2' BIT. SURFACE (P-401)
i /
PRIME COAT- 2" BIT. CONC.
#��I , (P-602) SURFACE COURSE TACK COAT
118' SAFETY AREA (MIN.) _ (P-401)
i 9' 20' SHOULDER _ VARIABLE WIDTH VARIABLE WIDTH 20' SHOULDER — 9' _ T (P-603)
it. — — . Mill 2 SAW CUT ► JPMAIWMNENG
_10' 10' GRADE 10' 10' - - — . ' . . ' D ° �s _ POINT I- - EXIST. -- .• •,. °STONE p °
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/ / / /\i\/\�// / /\>\// / • /\"/\/\` \/ /\/\/\/ / / SURFACE COURSE '
/ - \%\\/\/ \\ \ \ \ \ \ \ \\/\\ ' ' SURFACE COURSE LEVELING COURSE
/\i\i\\ii\ / 2 BIT. SURFACE (P-401) �i\i \ /\i\i\i\i\i\i\ \;
/\\!/\.,\\!�\!/�\,\.,�\!��\!�\!�\1���\ TACK COAT (P-603) /A// //. ./A/A/A/A/A/A/A/�. REMOVE EXIST. PAVEMENT 12't7 _ _._
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PLACEMENT (TYP.) AND STONE BASE COURSE TO NEAT EDGES BASE COURSE
�- PRIME COAT (P-602) � -
14' CABC (P-209) AND REPLACE WITH NEW 14' CABC (P-209)
PLACE IN TWO EQUAL UFTS -COMPACTED SUBGRADE (TYP.) AND 4' BIT. SURFACE COURSE (P-401)
NOTE: SEE DETAIL 6 FOR PAVEMENT JOINT 0 RUNWAY AND TAXIWAY 'A2'
lir PAVEMENT JOINT AT TAXIWAY WIDENING 5 JUNCTION OF EXISTING AND PROPOSED PAVEMENTC�� n N.T.S. TS-1 N.T.S.
TYPICAL SECTION - CONNECTOR TAXIWAY A2 2
N.T.S. NOTE: 'A2' IS ADDITIVE ALTERNATIVE TS-1 / 3
/ z
1
TA 'A1';�', &C'A4' 6
EXIST. S e •
118' SAFETY AREA (MIN ) =III
_ RUNWAY PAVEMENT NEW PAVING AT TAXIWAY A2
VARIES 20' SHOULDER VARIABLE WIDTH - 30' TO 50' VARIABLE WIDTH - 30' TO 50' 20' SHOULDER VARIES TACK COAT r— PRIME COAT
WIDENING WIDENING �' 10' (P-603) (P-603)
n 10 10 .i VARIES POINTE I TACK COAT (P-603) VARIES
8 0.13' . 2 BITUMINOUS BINDER COURSE (P-401)
1�tVARIES VARIES i 1't � 18 tmminnumn
o (TYP.)� TYP. 1.5X MAX. 1.5XM TYP. '- V SURFACE (P-401) 2 BITUMINOUS TACK COAT VARIABLE DEPTH PLACE IN
Z 5 ( ) - -� 3.O�IES 2 SAWCUT - )
�, VARIES Vx ITp 5.0X ( ) -----• • _•------ ---- - _ ---- _ _ -
5z MILLING 2' BITUMINOUS SURFAL� ��P 401 (P 603) � MIN. TO 3 MAX
1.5Xr3.O% 3• .. - n=ii=11., II ►' ---- ..--- __ --- I `v - n 11=' I = _ =�' IES� EXIST B — BINDER (P-
1�iLYl �0 1,�p
1�/�l� ERE NEEDED
I II n / BITUMINOUS
/ / i`'i •'i �i �i`/i\/i{i /i '` ' - r: — — - vIII /�//\// //\//\ \'��\>/\/\ \ \; SURFACE COURSE `_
K!\\ \,\A\A\/\\ \ SEE DETAIL (TYP.)• i
• _
/ // NEW TOPSOIL it EXIST. STONE . a +
'
�� EXIST. SURFACE COURSE " � � °•. ' ' D ,_ .� Q _
`f` 14 (P-209) PLACE PLACEMENT (TYP.) ` BASE COURSE : 14 CABC EXISTING SURFACE COURSE
NOMINAL THICKNESS = 5 t IN TWO EQUAL UPS (TYP.) COMPACTED SUBGRADE (TYP.) ' a: t ° (P-209) ►
EXIST. BASE COURSE °
NA THICKNESS = 11't e : °. ° , .. °
° °
NOMINAL NOTES: REMOVE EXIST. PAVEMENT 12't °
D
BIT. OVERLAY COURSE (P-401) / 1. A MINIMUM 2' P-401) IS ALLOWED ON TAXIWAY 'A4' TO SOUND BITUMINOUS COURSE LEVELING COURSE (P-40,)
VARIABLE DEPTH 8 Q AND STONE BASE COURSE TO NEAT EDGES 1 •
SEE DETAIL ® 2. SEE DETAIL ® FOR JUNCTION OF EXISTING AND PROPOSED PAVEMENT AND REPLACE WITH NEW 14' CABC (P-209) DEPTH VARIES 0 TO 1 //
AND 4' BITUMINOUS SURFACE COURSE
» » » » » » (P-401) N » »
TYPICAL SECTION - CONNECTOR TAXIWAYS Al , A3 , & A4 A NT JOINT AT RUNWAY/TAXIWAY "A2"0 TYPICAL SECTION TAXIWAY PAVEMENT OVERLAY 8 _..)
N.T.S. N.T.S. TS-1 N.T.S. TS-1
1 l 1
THE ALBERT J. ELLS AIRPORT DESIGN SAY DRAWN RAT CHECKDAR PROJECT NO. RA004129 ,E>> DATE
LPA EPATHE LPA GROUP of NORTH CAROLINA, p.a. JACKSONVILLE, NORTH CAROLINA ...
�� .••• TRANSPORTATION CONSULTANTS `� � � `J '�
••• ti ., JULY, 1994
GROUP TAXIWAY 'A' WIDENING, REHAB L1TATON AND STRENGTHENING AND MIDFIELD CONNECTOR TAXIWAY ;. - •,,0 s'°"�
Member of THE LPA GROUP INCORPORATED TS -
ATLANTA, TYPICAL SECTIQNS GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC os
_ -,,, 4 A Q,\\,
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY ,>>,,.,,,,,,,,o
DRAWING NO.

I I I
STA. 9+30.45 R/W 5-23 STA. 9+31. 42 R/W 5-23
114%1N\
I STA. 5+89.83 T/W "A' STA. 5+73. 55 EXIST. T/W 'A'
I I _
- -+- -- - - - - - - --��--- - - - _ RUNWAY 5 23 - - - - - - -
1 �' ---_____-
CD_ o N 44' 23' 56" E CD
- C u� C )
-�-- e�
= NOTE:
�- I LEGEND
PROPOSED CONTOURS INSIDE PAVEMENT AREAS ARE IN 0.20 FT. INTERVALS. CN
X1ST 1 FT. CONTOUR PROPOSED CONTOURS OUTSIDE PAVEMENT AREAS ARE IN 1 FT. INTERVALS.
�. _ ;; ------------- PROPOSED PAVEMENT I
8 _ EXIST. 5 FT CONTOUR
-11 �r - PROPOSED 0.20 FT. CONTOUR EXIST. PAVEMENT REMOVAL C L
87--- PROPOSED 1 FT. CONTOUR •-'-.-:::::.1 SURVEY CONTROL POINT # 11
�' -�90- PROPOSED 5 FT.• CONTOUR ` � ``::•: :: APPROX PAVEMENT MIWNG AREA STAMPED ALUM . CAP ON ROD F-
EXIST. T/W "A' �. 1 _-_ _ --------- e EXIST. T/W EDGE UGHT RW STA 19+61 . 14, RIGHT 189 . 42 w
P. I P. I.= 9+74.36 _ EXIST. PIPE ELEV = 86 . 754 \
LLI
L1= 90 '00 '32' � PROPOSED PIPE •y Cl)
�\ R - ig • go ' -- ® • • • SILT FENCE
L = 17. _ _ ® ROCK CHECK DAM L 157. 10 ~�� I ® a __--
LL1
EXIST. ACCESS RD. \•\ •4 = _ - _ ------ DITCH FLOW ARROW C1')
__ \ >' 3 _ SURVEY CONTROL POINT # 1 ,-] soma
wm \ _ __--- "'-- STAMPED ALUM . CAP ON ROD EXIST SIGN
\ i .. ,..--,
.N _____- �' �- RW STA 11+77 . 61, RIGHT 311 . 95
PC (ire4.83-T/W 'A' a F-
. ELEV = 85 . 370
POT 8+34. 33 EXIST. T/W "A' LB - \\\\ ® 1 um icp
-I-
PC 8+34. 33 T/W A REV. LA__8�\l �1 I \ \ ' '1 f \ W CV
_ _ 1 EX .. -85 I/
~ _-_----____ __ _ _----------_-___ _ _ _ _ _ _ _
�� , , , ,i "ir_ ----------- _=____________ _____ ___________ ==ate=_===__==_= = __===_� =__= _ - �� T .
PC 8+74.34 EXIST. T/J =' __ ---J i I ( ----02_�--- 7 ------------------------------------------ -------------- =�
-
f �------ -85 -- -- -------------8 ------ - (�
5
W
A = 90 '00 ' 00' ,\ \\ ‘ •� ® ® _
R 150.00 ' . 1 •���` °�
® U
T = 150.00
`\ i �► \ _ _._____-- _-____ ____ =_ - - _...�___----------- ------------------ - - - --------- ----- --------------- ------ - .__ ___ - ---------------------------- M
S c- / - .� ----- -
T/W "A" REV. CEN1 JNE EXIST: T/W 'A' ® ��� _____ -.---- ----------_- -----� 44._%mot_ _______-
�JJ
P. I.= 9+74. 35 `•- CENTERLINE T f VY`��1� ..... ___ _ _- _.-- N -_. ______ _ .-.-__ ------__
7 . TTT T TT . T TM T .T.Tf-T Tf-. T TTT .T .
R S 140. 00 C UNE 1•fW A - .�. .� � �
I = 140. 02 __ __ _______._ -------a
� -------- -
-
,__-- 3 _.
\�� ��------------\ --
/ g5a --- 85----- _ - _____ ------ --- BJ-- -- --- - - --------85------------__- ------- - -R --- ------------------------------------------------__ -_ - - -----__-=-_-------------___ -=_= - ----------=r----------- ----- -3ar=-_
-------
---------- -------------
mm ----------------
+ +
0 0
" '' 50' 25' 0 50' 100' 150'
a a
I II10!6 !!MMMAIIIIiiiiii0!!!!!!
SCALE: 1"= 50'
� •o �o I
J » » NOTE:
• COJ JQ TAX WAY A PROFILE
NT CO 0 COQ Q PROFILES SHOWN ARE RLFtREN CED TO THEIST. T/W 'A' AND T/W 'A' REV. CENTERLINES.
co •
I + 0 cn J ' N 1 REFER TO TYPICAL SECTIONS FOR LOCA11 OF GRADE POINT.
90 . t° - v � _ SCALE: VERT: _
QW U
;-J > m • in o 1 =50 HORIZ. 90
cower com o
Qm a
>
> O I W3 Otf)
I- 0 89 �� 11
1ov om _- ." ocn oltn1
= N PVI 13+00. 00 0 Cr) $''� - ff _.-Crct __. 89
F' om •
a �m ON 0r PVI 19+00. 00 or. oa^o
+ e ELEV 87. 50 �n 0 n
•Q _ �' + m m m ELEV = 67. 45 o m +
N= m 3H LC - i00 ' � � v0 �+m me LC - 00 , � � N1
.1
\I w a> w �' W PROPOSED PROFILE J F-w r,> w o w >
88 : , �.� w a w �-E} __ [-- --- �--- __ fl.W 88
�� .� - O 0. 000 X \ © - 0. 120 X
® A e o. 000 x e + 0. 07o4x AL ® 0. 000 x + 0.207 x
87 - _ --- -- --
PVI 7+70. 16 o 0 In ®v o v o PVI 21+50. 00 87
o v PVI 18+00. 00 ELEV = 87. 45
LCE= 2007. 50 �\ I o oh. PVI 14+00. 00 ELEV - 37. 38 0 m L m LC = 1;00 '
EXIST. GROUND PROFILE +co 1 1n m ELEV! = 87.38 LC = 10p ' + +
N n + LC = 100 ' m 1 co 1
.-+ � 0
86 �'
aIW >J Q-W 0-W
°•w
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
}
I I I
THEmil ALBERT J. ELLIS AIRPORT DESIGN SAY DRAWN RAT CHECK PROJECT N0. RAOO41Z9 DATE
LPA THE LPA GROUP of NORTH CAROLINA, p.a. JACKSONVILLE, NORTH CAROLINA _ ,a;�`t coo,
TRANSPORTATION CONSULTANTS o� •''• -•- '•!/ 1% JULY, 1994
GROUP TAXIWAY A REHABILITATION AND STRErIGTHENING AND MIDF�LD CONNECTOR TAXIWAY -R r,' LOtbf 1
��E �'
Member of THE LPA GROUP INCORPORATED -.__. ��� �' ��\ -7 h\c)(cC-7 z- Gp 1
TON SC • COLUMBIA SC GRADING PLAN AND PROFILE ��..fticiN . c,
ATLANTA, GA • BLOOMINGTON, IL • CHARLES .,,qi �, ,
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL ', 'S' A. ?AN-
REVISION DATE DESCRIPTION �'��,,.-
BY DRAWING NO.

POT 28+31.50 R/W 5-23
STA. 0+00.00 T/W "Al"
- - - - - 1 - - - - - — RUNWAY 5-23 _ - - - - - - -
T L — —L-- - -I- - J - - -1 - - 1 J- L L
0 o N 44' 23' 56" E o
in I o
N r-r) V)
_ I -
__ C.7
:.:.. . . . . . .• . . . . . . . . . . . . . . . . . .
W u '� n - EXIST 1 FT. CONTOUR 1--
w / - n - ® ® PROPOSED PAVEMENT W
----85---- EXIST. 5 FT. CONTOUR _
(_ ----- - \ -------------' SURVEY CONTROL POINT # 10 PROPOSED 0.20 FT. CONTOUR PAVEMENT REMOVAL
STAMPED ALUM. CAP ON ROD —87
W __-- ___-_ PROPOSED 1 FT. CONTOUR . 4
-- RW STA 30+61.05, RIGHT 196.51 APPROX PAVEMENT MILLING AREA
W • ELEV = 86.848 —90 PROPOSED 5 FT. CONTOUR W
• ------------ LLI
/. / EXIST. T/W EDGE LIGHT C�
.-- .. f.: EXIST. PIPE
CD --_._ _ •''•� 88 < /r -- PROPOSED PIPE CD
CD �1 •\ /•.•• __,ice
+ — � - • SILT FENCE CD
CV _ • to
r: .�:% ® ROCK CHECK DAM NOTE: O±
N s U R VE"Y CQt ThQL_EQIL\LT .#_2___ -_\\ 't• E:: DITCH FLOW ARROW PROPOSED CONTOURS INSIDE PAVEMENT AREAS ARE IN 0.20 FT. INTERVALS.
STAMPED ALUM. CAP ON ROD V.
RW STA 26+76.15, RIGHT 307.05 �� 1:'� I N f• - EXIST. SIGN PROPOSED CONTOURS OUTSIDE PAVEMENT AREAS ARE IN 1 FT. INTERVALS.
----85--------------ELEV = 85_145 _- -85 I—
. \ ...I)
W = �__=___=�—� ---------------------------- -_____----- ---------_-_- �� :I I EX. ; RCP1 ` i i ---- --__ ----------- ------ -------------------- ------------------------------------------------------------------------------------------------ W
I— — —= • — . a = _— ---„�z- ______------------------------------------- Z
1 - _ -_- __ :fir - -- _��. ----------------------------=====--------- -------------------- ---------------------------------- --------_
/ / ...kV ../O..:' ---------------------..
~ ------------------------------------------ ' •: •• " --- -------- CENTERUNE EXIST T/W 'A' ------------------------------------- I—
�✓ CENTERLINE T/W 'A' M
----- -�� I -------------------— -- —- ---------- - --- -- --®-------
------ -—------------------ ice""``-. ---
- —• a - .•.+ • • •+��• •- + - - - •..r...�••�•►:.•� . —ter��_---� - —— ——— �-— -
Alr A
a 89
------.....mrsrminrillil A
T—T T T���,-rl .t'S���rr r r r��- �.•^——.T.�r r'Tr!T T 4 �.�T�r!—Tom••r� T T�T+1
--------- --- -- - -�-�►-- 89'
nee i." 1w..i 4AO; Vit ---- --------------
------------------ ------ _____ ----------------- ---- ------- ------- -- ---------------------------- - ---------
--
-_ -.-.-__-. -- ��---r---- CJ�\��-`---------_-_-_-_-_-_--_--•------__. _--_-_-_-__��' _ ---------.----.__.---------------
__----------.--- - ------_ �� V' j�--.�_------- --------�\ \\`--_ �-- ce'///_-_'------------- - --------------------�-•- -_-------------------_.
___-_--,-,-- ---- __ ---'_-\ p. ++a�=- ___-------__—_=_=_=-====------==------_--•-cue ---_-----•---- _-------.-- -� ----. _-_-_ _ =•, ------------- -__-________- ,tea ..._ -_- _-_- ----------------------------•-•-----.--------__•-•-----
---.-
--- 1 ; II -----_____—=__-------------=--------------______________________________------------------------J--1� '---------------------------------------- _---------------__
1 I n % � 85_ r- / —All ---- 50' 25' 0 50' 100' 150'
ii SCALE: 1"= 50'
0.
O� qN
TAXIWAY "A" PROFILE o� +�
SCALE 1'=1" VERT. _ 2 q� PVI 36+oo.00 g n '>
90 1 =50 HORIZ. PVI 3' +00.00 +
°0 ELEV = 89.15 >,� W 90
ELEV = 88.61 + N n LC = 100' >a.w o-
N LC = 100' M n M
c 00 g PROPOSED PROFILE >> n
89 S n _-J.1 _ - _ _ _ - 89
�� i:,,,,:
N — _ — _ _ _0 II
V PVI 23+00.00 + 0.070 _ _ _
N II ELEV = 87.76 �� S _ _ _ _- - - o $� o �
N LC = 100' a.w + 0.117 % •
_ _ _ - - - o vi PVI 37+00.00
5 _ - - - - 0 a°1o �'j o0 ELEV = 89.22 + 00
88 - _ _ __ --- -T - g�, o� � � ' °° n
I LC 100 �.,
a w x /'� _,075 X __ _ o PVI 3 +00.00 ►'� > > S8
(c______-, 0 07 C� Q _ — — — \-- to
0 03 +CO ELEV = 88.68 > W c.
_ _ — — — — n LC = 100' Y.W
o t° c to PVI 25+00.00 EXIST. GROUND PROFILE >{ W —
87 c�O ELEV = 87.91 87
Nto M n LC = 100'
n N
N i
86 NOTE: - 86
PROFILES S4OWN ARE REFERENCED TO THE EXIST. T/W 'A' AND T/II 'A' REV. CENTERUNES.
( REFER TO TYPICAL SEC IONS FOR LOCATION OF GRADE POINT. )
- 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00
� � � - - --_ � � � • � - DATE
THE • NORTH CAROLIN .a. JACKSONVILLE NORTH CAROUNA DESIGN SAY DRAWN RAT CHECK DAR PROJECT N0. RA004129 "'""`�+<,,�
LPA THE LPA GROUP of N A, p ;..�''Q��`..... / ',; JULY, 1994
GROUP � C TRANSPORTATION CONSULTANTS TAXIWAY 'A' ATION AND STRENGTHENING AM) MIDFIELD CONNECTOR TAXIWAY ; ��'V,' ssroy4,, 1
F
Member of THE LPA GROUP INCORPORATED ��Q!� y.• ap.2GRADING PLAN AND PROFILEo' eCINE
ATLANTA, GA • BLOOMINGTON, IL• CHARLESTON, SC • COLUMBIA, SC / \ ;
MOBILE, AL• MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY "'�N A' V`�� ''ss DRAWING NO.

NOTE:
IF BASE BID IS ACCEPTED, T/W "A2" WILL NOT BE
CONSTRUCTED. THE CONTRACTOR SHALL REFER TO POT STA. 44+50.00 RW 5-23
SHEET SM-3 AND TS-1 FOR GEOMETRICS AND STA. 0+00.00 T/W 'A2'
TYPICAL SHOULDER SLOPES. _I - - __J___- 1.____ (.4/ ___.1 ___I______ -
_I_______
CD - __ CD CD
_ O
± ---- Q + +
O --- ------ c CD Lo RUNWAY 5-23 p
PAVEMENT MIWNG _______________ _ ________
—` •.+::.i sr:i=::+':i+:..:::.'r::.•i:+.::+:..:+:;.+:r:..:Y':+r;:.:r•::.:".:::•`:r:::r:s':;:�•'r:+':r.:• .....................-....-....•-- .A..;.....4..::..-'::. .•:ram:....—/*re:.:ri. :..:..:.:. • • a" r__
EXIST 1 FT. CONTOUR _________________ _-- 90
N _ PROPOSED PAVEMENT �,.
---85- -- EXIST. 5 FT. CONTOUR --.. �- __ SURVEY CONTROL POINT # 9
Tij ELT_•.---••��+--:•a1---•.
•
•
•
•
•
•
•
PROPOSED 0.20 FL CONTOUR PAVEMENT REMOVAL • STAMPED ALUM. CAP ON ROD
C]_ 87 PROPOSED 1 FT. CONTOUR --_ • • RW STA 46+31 .91 , RIGHT 186.97
CDAPPROX PAVEMENT MIWNG AREA •
- -EJ. IV = 88.136
0— PROPOSED ._._ _.. . _5 FT. CO
NTOUR OUR L� _ /
I-- ® EXIST. T/W EDGE LIGHT ---- :'.:.:::_. / F--
W EXIST. PIPE �ggi�"-,- : _-T •: __ __
��_ __ NOTE: W
W PROPOSED PIPE - --__ __ - -- W
__ PROPOSED CONTOURS INSIDE PAVEMENT AREAS ARE IN 0.20 FT. INTERVALS.
C=0) • • • SILT FENCE - _ - PROPOSED CONTOURS OUTSIDE PAVEMENT AREAS ARE IN 1 FT. INTERVALS. Cr)
4 ROCK CHECK DAM -: : ---
• • • •• • • • W
41. W ! �-- ---- DITCH FLOW ARROW \---___SURVEY CONTROL POINT #3 r '., � ••- '• _-__
W ' --_ __
STATvfPE�-At- --GAP_9Ll_ROD
I `�- -�� EXIST. SIGN �. •U) RW STA 43+22.03, RIGHT -4-- ___ ;•: -_ _ ---85.265 �T� +ice T
17 O I � 85-__ � . _ - - -
• • • • INV ELEV 82.22' p
p I --------- ---\______
' • • • p
+ - ,J.I--------' - $ :.'. .• : __ -�-
- �' ��'��=_--------------------------------------------( } PR1CTl__ - _ _ ` . •.a.: 0 .o -- - -- g5---------_-_ ----------___________-----
-----=_- %-------_�______________________====------====---- ---- -e-t AP- _ __ _ :-- ------------______-- _- _- _-_-_---______ _ __ - - - ------------------____
Q =_%,\I \ ------------ ------------------------------ L —FABR_IC— - os ___ ,�sTT..•._r • •,:_._ ___ - _ ; -..#-_ _--..-_-------__-__--___'-----_-7 ----_-.__-_-_._-_- -_--------_-------_--------_-_- ---.- �C
_ 1------
_____
-- -___ _-- __ ��� �� i; -85 INV ELEV 6' - _ ___ -- ----- - -------------------------- (.!)
—---------------i-----i------- =I-L-1
------------------
= II
I— vJ _ 90 FV-
Q I H _ --�-- 1TIJ::I--_ --------- - --------- TERUNE EXIST. T/W "A' .Q
ft___
_____i --i--- -41"-T .........._ - 1__ _ M
_,------------ CENTE:RUNE TfIN "A — ----- -----.--- - ,..-ZZ-____.-7...,•-•-_-_-_--- Nimusimmestai...____. _. .._.son .
-' -----'-''.--7-'- '"--'-- -'--""'a'4. .__-----ij_T, --------------- ___.._._.___ �_®__ ------- P0T STA. 44+50.00 EXLST. T/W-'A• ------- ---_- _______________-__- _ ---_
------ ____ `'---- ----------------------- ----------- -------STA. 4+00.26 T/W 'A2 ---___----- ___ __ _ _ --� ----------------------
----- -8_5_-__, /III1l\ ------ ----- ----------------------- --- - ---------- ------ ------------- ---- -----------_-------------------
--------�� IlII \',.. --------------------------------------------------------� -85-----_! - _- -_ __ __ -____ ------------------------------
------ i Il -------------- / __ __ _____:_� ___ --_-- 5� ------- _ ____ -----____
7------7=-77----------------- - -"'---.-.s
--,n 0iI __ _______-----------____50 25' 0 50' 100 15Q -
SCALE: 1"= 50'
— —
NOTE: ' TAXIWAY "A" PROFILE
' PROFILES SHOWN ARE REVERENCED TO THE EXIST. T/W 'A' AND T/W 'A' REV. CENTERLINES.
0
( REFER TO TYPICAL SECTIONS FOR LOCATION OF GRADE POINT. ) SCALE: 1'=1' VERT. o n o a_0,` o a;
91 --- J - 1'-50' HORIZ. awl -------____ --aea _. _ - _ 91
PVI 3!+00.00 ? o 0; U II
ELEV I= 89.45
i
LC =! 200' PROPOSED PROFILE * A >
1 aw
90 - --- _- _ - __ _- - 90
+ 0.1157 d + 0.016 % + 0.220 _ - _ _ _ _
A
_ _ _- - - y - PVI 5 +50.00
89 cr - _________,__ . - -- -- - - - - - - -- - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - _ ELEV 90.14
— T - - - - - - __ - LC�- Zoo' 89
PVI 48+00.00
ELEV I= 89.59
o o " EXIST. GROUND PROFILE + LC - 200
o � �
88 00 u ',i, n 88
M
> ,_ >
n. W O. W
87 87
i
1 - _ _ - ---
39+00 40+00 41 +00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
THE ALBERT J. ELLIS AIRPORT DESIGN SAY DRAWN HWB _'--ECKDAR PROJECT NO. RA004129 CAR i ATE
miA THE LPA GROUP of NORTH CAROLINA, P. B. JACKSONVILLE, NORTH CAROLINA �`�\,______
LPA .'\o �•••ssi•'G� JULY,1994
TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR ' �.,tc, °'4 y
GROUP _ �,
---- - �� '"'8 51
Member of THE LPA GROUP INCORPORATED , gr4y• . •
--
GRADI NG PLAN AND PROFILE ;.. _ - , ._IL• CHARLESTON, SC �- /N•' : "���`` .��
ATLANTA, GA • BLOOMINGTON, SC • COLUMBIA, ,,
MOBILE, AL• MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION A �' `
BY �'`�'��.,,����``'' DRAWING NO.

ci. )
411I
--1---- ..1_ _
— -__L_- _l__._ -I- - -
0+R88U.1\1571:GHT51-91.2853 —I-- -
-
- -_ _ _ L__. _l___- _ 1_
11
CD — — - ------------------------------------------ \ N 44' 23 56 E cz).
cl) c-D
POT 59+00.00 R/W 5-23
-I- -I-
if) STA. 0+00.00 T/W 'A3' LI--)
Lc) (..0
r‘") LC)
I ----------------------- a red-
_ -----
0-- -------- --- 0....
c.D LEGEND CD
0 .-:::...Q.::.:•.::::.:..;.::.:•.:,::.:•.:.::.:: :.::::.::.:.::.::.:,:..:,:.:.......::::_::.:.::.::::::.:: :.: :-:-:•:.:.::.:..::.:-:::.:.:::::.:.::.:•:::.::::-:•.:.......,. .:.:...,..:.:.:.:...:.::::-::::-::::::::-::.:.:::::.::.:.::,::.:-.::.:.: :.:: ::::.:::.:.::•::.•„:::.::•::.::::•::::::.:: ::: ::.::::::-::,::;:;,-' __0-----------
1--- .. ,,... ----,- EAST 1 Fr. CONTOUR . • . •. • . • . • . F---
••••••••••.••••••••••:•-••••••••• PROPOSED PAVEMENT LLI
- —
. .• . .• . ,• . .• . .• . .
LLI . -- •, ----85---- UST. 5 Fr. CONTOUR • • • • • . W
= \ c' . ,__-----...ng__z IS U AR N 1 1 LV Ea YE o O OA NL uT Rm 0 L c AP p0 I No TN #R(.!D
=
V) /
:..r ' \ 1dr) 1 /::CDC::±. -7-- 1-1- ST)A 6 ---Eij- 7
/. PROPOSEDPROP OSED 10..:2Fr..:.:,0..:...:..:....FtC:...:..%0N.4.:..:...:.C.:.:T.:.:ON.::ou:._:.TROUR".:_..:...:......_:...:::.i:?_:::..:...::.:.::..:.,.:..:..::.:.:...:: :.. P_AVEM___EN___,,E11_0_,.V_AL_____90,
*:,:.:::..:. :.:.:.::.:.:.::.-::.::.:.::••.:,:.::::•••::..:-.:..:•:.:.:.:.-:..2: APPROX PAVEMENT MILLING AREA V)
• ,11\ \ / —90 PROPOSED 5 FT. CONTOUR W
\ / ELEV •=-. 90.230
1.1.-I • /
Lli . 1 ® EXIST. T/W EDGE UGHT W
• I C.r)
- .___ • • EXIST. PIPE
0 - _ - -------- .
/. . / 7 /' =••••=== PROPOSED PIPE , 0
0 -/ _- -- - . ....
• \
\ • .• • i/ I 11\
/ \
1 . . -•—•----.. SILT FENCE \
\ 0
\ • ..-1-.•••\ i - \ \ / 41 ROCK CHECK DAM . -4-
-I- i - •-.A / \ N‘ / --..._, r.......
-0,-- DITCH FLOW ARROW
SURVEY CONTROL POINT # 4 / ,
/7 C.0
STAMPED ALUM. CAP ON ROD \ .• • \ / EXIST. SIGN_ __,
7
• `--\ RW STA 57+54.44, RIGHT 298.99 *-
.-P..-1 I 1 . . •
-0 --------- --,
1 k.- - ,0 .
\--ELEV = 90.014 ... . i I -• •* \ 7-' /
I-- POT 53+98.63 EXIST. VW "A" ,. - --- _
1 9 — ii.:...11. \ci(........
\
_ --
. I
\ - --
STA 0+00.00 T/W "821 -------______, NNN / \
/ r----___---------------
___-----------------------------
--__
\ ------------------------------------------------------ L.J...1
==........ ..=.•:-_--z---------
1.1.1 ----.. -------___ / / • 1 ' . _--------
__-.10------..-- -mase._= ".%•=. - ......
c
• \
= _------------------------ ------------ ----------------------- --- -
/ / 1.. . \ \ ......____•.g. ----- - - _ T__ __ -==- -_-___-___-'-_ ____________ --- ----- ----..A
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--• / .. .. \ -------_______ ____,___ ------ -----------------------------------------------------: =
—I _-------------------------------------------------------------- -------------------------------------,,-- -t_----7.
' z . •XN.•• . Ck.". - \ \___---__ _, ---
\
,/ ---- -
POT 59+00.00 EXIST. T/W 'A' ,/..1... \. _.. -------------- =
---
---------- ------ - -- -
-- --- --- ----- \ ...'.•1,' . -----------
L.) ----------------------------------- ----------------
_- - .---
- - ___--- ----
-- __-STA 4+00.04 TjW 'A3' /.....••1:-..V 'i \ V,••••••• ••<;.. --- ----90---_ _ POTsTA 04.64-1-002.300.04TAvEXIS.TB.4T(W_ "A" -----------------____
-----__,
I-- ---------- -------------
------ --------- STA CH-00.00 1-/W 133"
___.- ,. ----- 90--
------------------------- __------ ----
....-;;?.. ......97 i \ -c.i.........N.
•- - • . . .- -. ....__
---.-- -,
---- _______ ..........-- <
. . . . . .
,- .• . .
‘ .....- . .- -.\* • __ M
--"--"---------_. rrrllr _
. 90___-777-----'------- -- '` • • • • / -----_-- ----------
\ , CENTERLINE EXIS . --- ----
/
ID -. \ t:4
7--- --.----- ----
. _
•A -
...----
__ ___ _ _
___---- - ---- 9 2 -_______- / 4 \
.
. ._...__- _____........,..... • " • • • • • •• _ • -
--____ __ _ 92
. __._ ___
92
-
- - \ -
---I - ...., — — — ,- — — .....
---. 1----- ---I 0 ----h----7— --.71----— —
-
— • • —••4146 — N — I --
P t N -- --
-- --------------- rin 92
------__ 1- N 44 • E , lial __,___ ____ ,
, _ _
_ - _
___ _- ,,....
, i , _ --
• a \ \ ..•-•
..• '4V Nti - ---• • • • -• - -- -- -- - -• • ••• •• • •• • • - .•• • •••••••• • • .• • • -•.- . .. -• • -• • - • -
--- __--T- ,-,-•—. • . • .71,--- • .._ ... r'
_ 90 -- —. • .
--....,, .:. I --------- --'77••-.. • .% • .77.7...*...--. -77.7§.77-.-:--.-.. .*-77:. .-F7-7,.. i
a) \
C4 _
r.•
----------------------'-'--.............1 \N ' 0 -CENTERUNE i/w "A" ..----- ® ..•••••••:- \\ ••• .' • •,..„."••• ---2----_
- 11 • --- -- . . . . . .
. . . . .
! •••••. • .• . . .-n,,
, N
-. \ \ ae-----6-6---=-----------------_ / .-- .---,R...-.- .....-.. ___...-_-_-_-":1----------, ''' . .. .-'• /
/ . , _----------------—
--------------------_________ , \ • , ---- -----:::_z-_--. ,___„__.._ ..__ ____ -- _0__\ . / . , .... 1 ,___
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------------------------- „__. . .241R_ 40_ 4 N \ \ i • ..-.. -....-.........:-. 1 / \ .--.-.. ......-.\...-. \ / \ / • •. • .-.
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) ) . • . . / / \ 0 ..-..-.-V \ I ... . . . .
_ ---- / . , x, -1-,....-'!•,.•- 1 , - - _---
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- ..— ‘ I 1 -- I 0 .... :.::-z.•: '..!4 c::-.%.•:-..-::•:•..: 1, 1=31 I / ,,_-----------------------------__-___
-- ,
... :••••:...:::::::: .-::: ::::;.::*:*•••':-.1 — 7 f I l____
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1\ \ _______------
- - -_______ 9 0 / • -............-.., .:.....:----..:-..---,:,..:-1 - -- - - --------
1
/ --N r ----________----- ------
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/ ..... z ------- -- /_, ---V / , \ -
/ / '. •-. ....1*.:.:-:.•:,.-:.-•:-:,:-..-:::;........::::::-:?...*:-."; '. !;' ...
------------- -- / ----------
---- -_
/ -- ------ 5-,
/ • ••-. •...:--.--:•':-.:•..-.:..-•••.**--:•.:•.-.••••••:•:•:::•:•.%•,..":••:••:,::::•-• ..- •-. - . .•::...:-.7•*.c.••••,:•.-;,."••••••,:,...:•••••••••:?-:-:-•••••::.:•::.-• .
-------------------- / / k
__ _-------- _,---- —--
_._--- _„ / .-. :..•.,:•:•:::...:••:: : .. . -•:-:-. -.•:-:::,..::•. .:. • - • --------- -- • • • - •••• • -... --..,
--------------------------------i / ,ck-' r !:•:..:-:••:-.:•:•-:..::.,:••:..,:-::-:...,.-...,:•:•••:•: ,___,
---- ---__-—------- „ • • • • • • • -- - ---_
---—
• ----• -• - --• ------ • - •
,-- k_9 ii o‘ I i ,, .....:-.:••-.:*••*:.:4:-:::::%::::•-:. ® 0 „'' 0 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .
-0-- _____—__-a-------a-------.:.-:-:-:*•:%:*::•:*::::•:::::••:•::•:':•:::*•:•:*::".:%:-:'•:*:-:*•:*:•:*:'-':':•::*:-.....:*:-,-.•:-••••:•••:*-.•-..:,........:....• •::::.:-:.::::.•-..:.... 0 \..._,0
y z an to an
L.0
r•-• I 1 --• --- NOTE:____-
ii , = 1 • 2 i „ 50' 25' 0 50' 100' 150'
I d—
I 14 ,-/ -4- PROPOSED CONTOURS INSIDE PAVEMENT AREAS ARE IN 0.20 FT. INTERVALS. , I Li')
) 1 ---,<-, / EXIST. APRON ---°----, II®
5 d-
/ I I 1.- \ti) / '‘,...,,, PROPOSED CONTOURS OUTSIDE PAVEMENT AREAS ARE IN 1 FL INTERVALS. 16LIMF111111111111111111111111111111111..1111.1!
I----- (I) I-- V) SCALE: 1n= 50'
, 1 I / \_,--- __
_ ____
95 ------- ----- ---------- -------r-------- --------------------------------- -
1 _ -
f . _ _
0 0,1
°Lo
o Lo
°.in
- - --- - - - ----- - -
NOTE: 0 in,(43 0 pej 1
0° 0,
PROFILES SHOWN ARE RagrENCED TO THE EXIST. T/W 'A' AND T/W 'A' REV. CENTERLINES. vi pej ÷ +
0) p 0 st
q Cn
( REFER TO TYPICAL SEC ONS FOR LOCATION OF GRADE POINT. )
+ > in
>
N n ,, ,._ +
94 . - in
CL W \pci° /0 eL
5 (>„1 - 00 -- - 94
PVI 57+00.00 p>LLI k • 00 co> 0 0
ELEV = 92.91 fr A` °.n o.1.
0 I
LC = 100' 0.602
CL W cN
A 4.
in cr, In 0)
,- .N C•I p
+ 0.34° 89?›.„,„,,ii, 0 + +
., > re) II to ft
41 Ga'_ _______
93 . _ 4. ._ _ -- - - -- -,
------- - -- ------- , -.
r-- PROPOSED PROFILE _ _ _ _ _ _ ____ -___
PVI 5t3+00.00 cb 16
vt.0) ci 4
/ _-- ' -- --- -- ---- ---- ---- 0 co ELEV = 93.25 +
0 o LC = 0'
d pri 03 II
in +
a) II
innt•0,
+
a) n P VI 60+00.00
ELEV = 93.10 - - - - - __ ___
- - ----"ni Et, 0.000 %
d Ls,
92 ON
_ - If1 >
I- <
I-- 10 LC = 100' - - _ _ ___
cid
.N +
0. 0,
in
iti II 5 P VI 63+00.00
- 2 U ELEV = 92.1
_
-
91 _
, '. ---- EAST. GROUND PR LE SCALE: 1"=1' VERT.
-
-- - - - - -
90 - - - '-'--------- - ----- -- - - - — - - - - -- - _ - — -- - - ---- 90
52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 65+00 66+00
.101
1 1 1 1
THE IL ALBERT J, ELLIS AIRPORT DESIGN SAY DRAWN HWB CHECK DAR PROJECT Nft RA004129 ,
THE LPA GROUP of NORTH CAROLINA, p. a. JACKSONVILLE, NOR11-1 CAROLINA .\\'',6), C A it? 1,,
_
DA if 1994
ouninummi TRANSPORTATION CONSULTANTS 1 _ ,
GROUP = TAXIWAY 'A' WDENING, REHABILITATION AND STRENGTHENING AtiD MDRELD CONNECTOR ,:, ..,'4. tte," •-..,:,
. 4
'
:.- A :- - - - ----- - -- — • . '
'•\
Member of THE LPA GROUP INCORPORATED GRADING PLAN AND PROFILE _
- sem
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC % /47**-'''e' (v," ."-
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL RI VISION DA ll DESCRIPTION fiY
ORAWINc; NO,

i
O POT 7!9+66.78 R/W 5-23 POT 79+69.52 R/W 5-23
O
-I- STA. 83+23.59 EXIST. TA 'A' STA. 83+10.14 TA 'A'
O RUNWAY 5-23
___i__ - - ' - - - - - ' - - _ - - ' ' - -__.-__.___ _4 - - --1-- - - ' - - .�____ -___ �.- ' - -- --_----- - L - -
N 44' 23' 56 E __ - -- --
Or
POT 70+00.00 R/W 5-23 I L�_I f- Q ± -'�-
Ln I m o,/
STA. 0+00.00 EXIST. TA 'A4' _�
d- a d- _--
w - - I `-- /��
SQ -SAY•
-
i
V
.. `�-
LEGEND
.
G ND
, 0 __....••••••••••:•.••:•.,...:?..::::•:.:::••••,:.•:•....:.:.:::.::-:.:•:•:,,,,,,:,..:....:,::•:::--..-.-:..-...„..,:•:........:..... - i
I~
EXIST 1 CONTOUR
. .� FT. C
OP PAVEMENT__ PR OSED
W ---- --- - _-
:- . ONTO_ EXIST. 5 FT CONTOUR �-,.
W :•••w _ -_ s s�oee ua+r
: - .::w;;;��� ::�..::::�:.•� SURVEY CO�iZF3AL POINT 7 _____ __ �x
,..,,,. PROPOSED 0.20 FT. CONTOURPAVEMENT REMOVAL 9 :.
r ��
T S AMPE D ALUM. CAP ON ROD ������:�CX
VAS P •-
❑ AD
1 �Q 7
U/
PROPOSED1 FT CONTOUR :�- SK•
t� •":� RW STA 71+31.89 RIGHT � 78.1 ...
IGH
e
ELEV -
i
LLI PA NG AREA
88.979APPROX VEMENT MI EA�. W�9 0-
ROPOSED 5 FT. CONTOUR
w ` / o 0 EXIST TA EDGE UGHT \
,g �J
Cn . . o V,9 ' -- - _- _.- EXIST. PIPE �,'' \ / •
\\� -� / ® :.' - - -- ---- SURVEY CONTROL POINT 6 -, �` J / •
CD \._ ___ i : .• ::•: :: ��_ PROPOSED PIPE STAMPED ALUM. CAP ON ROD - - \� ",9 ���
O / .. ... . �' ❑VAS P/ID SILT FENCE STARIGHT. 13.6 7 `
_I_ ® �\ /� :.::'/� '/ � ® ROCK CHECK DAM .,
EL_EV = 86 078 99, /�� ., ®�
-T- _ SURVEY CONTROL POINT # 5 9 �-- DITCH FLOW ARROW �� ' / /
CEO 90 STAMPED ALUM. CAP ON ROD 7 _ I - _______---' " ' ,/
EXIST. SIGN PT 80+55.14 T/W A / / r-'
R W -STA--68+58:-18,--R --12.24 --9 C - .. p. Boat v� _ 1
• ELEV _-88.551 \ •f�- / ------------------------ ----------_-------___ _- i
i I
..,,, , , - .:. j,k
---------------------- ----- �1. , / - ---------- -----------------------------__________________-------___________-_- ---_- -8 �. I I ) -__ _...... PT 80+43.85 Tf W A REV LB=
W _--------------------- ------- i • .. / / ____----__-_-------- -------------__-___--------- -_________--------_�------- _-___- ------------ --__ - '. I 1 j I i� _ _ POT 80+58.85 EXIST. TA 'A' LA.
___I
= - - ----- I T _= ________________________________________________________=====_________________________-- __�--_-_-___-_-_-_-_-_-_-_-_-_-= ____ ,. 1 , ,� I i ��r,__=_= PT 80+23.86 EXIST T 'A'
---- - - t POT 78+31.81 EXIST. T/W A LB.= y. r I I ' -
_ -- __-__ rrr� . � 9'1 : : _ `------------------------------------------------ ------------------------------_ _ - PC 78+31.81 T/W 'A' REV. LA. • �S
U ' -------- ---- _ __ --�--f_ -
--------------------- g ------- • : -------------- - . ----------------- ____ - _- _ fir. / ) 1
� EXIST. T 'A' T 'A' REV,
-_--- CENTERLINE EXIST. T/1N A = /W
• -- -'-~`� / 70/ �` PI 79+66.78 PI = 79+66.79
- _T� . ---------- . ` - - ® -, -:�� -__ ���,/ \N A= 89'59'28' 89'S9'28'
:� _ - --- : ---_ __ �,rr - _ = =- � R100 '
_ R1
-92 - 9 _ • • __ - _ 89 � ��� - T _ 99.98' T = 134.98
'� _ '_� _. ���' .. --- - L = 157.06 L = 212.04
imi01110111111111111111111. 1111111111111111.171111111.P.P- ____ .-------- _.------ --- -c,, --- _ - ------ ___ ____----N--- A. A . ii -
. As*.4 ,,/
•
•
•
•
•
---- _ - - NTERUNE EXIST. T/W •A•1 -- ° I1'T---------------
--- CENTERUNE T/W A CENUNPOT 70+0000 EXIST. T f 1N 'A' __-_ - _ =I _---------- __ _ --------__ _ T/W 'A' E T/W 'A' L2 62
-
STA. 3+99.87 TAW 'A4 _ ------ --- -------------------- - _ _ _ -- - -___ _-------------______ _ - `
____ _- _-- _--- ___------- --------- - _____=_-__________________________ -------- _ - --_ --_ ---_-____-_=_________________--==P- �8-F19.52 EXIST. T/W 'A' - R ___ `CENTERUNE TA 'A' REV.
, ..4- _______-----______________-_________________________= NOTE: !_ _=T_T__-_---------------- ---------------- --_ ---�__y-_ __ _ _---------=---_-_---__
=- v---------------------------- -- __ --------------- --- ---- ---_
__ --- PROPOSED CONTOURS INSIDE PAVEMENT AREAS ARE IN 0.20 FT. INTERVALS. -------------------- ___
Op1 ------------ PROPOSED CONTOURS OUTSIDE PAVEMENT AREAS ARE IN 1 FT. INTERVALS. - -------------- SCALE: 1"= 50'
Am! - -._. _ -._. I
11
NOTE:
- r
I r
I
or
d rn PVI 68+25.0o TAXIWAY "A" PROFILE PROFILES 1 SHOWN ARE REFERENCED TO THE EXIST. T)W 'A' AND TA 'A' REV. CENTERUNES.
+ ELEV = 92.21
( REFER TO TYPICAL SECTIONS FOR LOCATION OF GRADE POINT. )
93 �� L.. = too'
t
5 W SC. ?:.E: 10_1' VERT. 93
n- 1, =50 HORIZ. II Q
+ 0.056 9: PV1 71 -00.00 I _ - I
ELEV = 91.53 .
co
0.247 X LC = 200' a o
92 p 92
PVI 67+00.00 o co -- ----- _ _ -_ -_� PROPO ED PROFILE J a co II
N
ELEV = 92.14 IS)• o0 _ . o`. . x S�
LC 100 or Q I-- w o_w
91 �;� +� o^ - - _ _ in� o� � In in
e� �. � 91
co aop
0_W Cl.Lai •
Or j O M __ �_ �_ O.398 '� 0 j CO+in co X 0�0 co� I) p�j p� (I ,r �.
oo� o_w N> w� aQ> �i� j> N.
90 n'�- CNI p - - 1 _ _ i a w PVI 77+50.00 •- '- o o v�w if / 9 Q
op
r> ELEV =I 89.00 ++ o'er S 'n r
_ LC = 1010' co co oco
/ Ki o
a.w EXIST. GROUND PROFILE c _ 0.36o X' r r rn n o_w . PVI 82+15.00 +
_ - L__ N> ELEV = 89.98 ao CNI p
�w ' ,� I- J 89
PVI 76+00.00 _ = _ k 0 cn w
ELEV 89.54 _
LC = 100'
0o ,_ o Q, _-__ 0•�t20 �+ /
• / / 88
88 +° - �-- - _�
r p + a0
> P VI 80-+r 00.00
o_ w5.
a. w ELEV = 87.95
I i i LC = 280'
68+00 69+00 70+00 71 +00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 82+00
At}
1 1 1 r
THEi„A THE LpA GROUP of NORTH C ARO LINA, . a.
ALBERT J. ELLIS AIRPORT DESIGN SAY DRAWN HWBECKDAR PROJECT NO. RA004129 ��'""" DATE
p JACKSONV1LLE NORTH CAROUNA _ C A A p '',
LPA - I ;s'e,,� .------ j%; JULY, 1994
GROUP __ TRANSPORTATION CONSULTANTS TAXIWAY WIDENING, REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR � �-�: -- - ' :.- •x�` 'o`�- \q
SE ; j
Member of THE LPA GROUP INCORPORATED •�. �,��r,"r 911.1441 p cs
-
• Ehc1xE��� �/
• GRADING PLAN AND PROFILE 4 \,.
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC �N A 1" .-
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHI A, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPT- N _ BY
DRAWING NO.

•,4
4
4t4
``4 8'-0' MAX. POST SPACING
,,,.. (4.$) / 44111e
,or aitilivfle4
C'�S / •`ge.OA..•0• WOVEN WIRE FENCE
�J� ;. :�., s — —
':
EROSION CONTROL ..,:y•-••• o PLAN. /
GENERAL440,4.•, 4,-..,..,.....: . �*.•• • (P 209) . :,•;•.r%• ,�1/N l
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DETAILED NOTES; * �•,. •
CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATIONS PROVIDE 1. AGGREGATE SIZE: USE 2'— 3' INCH WASHED ��••��•i�• i1• •�. .�•.��i'► 1 mum �1
STONE �• ••• •" r.
ii
GENERAL CONSTRUCTION SEQUENCE AND SAFETY PARAMETERS WHICH MUST BE ,�:� • .••.. =1 11= _ I �
INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S APPROVED 2 DIMENSIONS OF GRAVEL PAD: THICKNESS — 6 INCHES MINIMUM 't:. ; %Ir! Q® • •• '••!•• II
..••. ;, I I = I =
•�;.•:, :�.• 18 MIN.
EROSION CONTROL PLAN SHALL BE INCORPORATED INTO THE CONSTRUCTION WIDTH — 12 FOOT MINIMUM OR FULL WIDTH AT ALL POINTS t' = �-' • . --16 MIN. i -
SEQUENCE PLAN. !�,..� :•�;. •:•..:.,•.;;, --
OF THE VEHICULAR ENTRANCE AND EXIT AREA; •s .�•r.�•6-. EXIST. GROUND UNE
WHICHEVER IS GREATER. '4.!:)...•O'.�•
—
%�'..!..:•' SYNTHETIC FILTER FABRIC -
THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUENTIAL ORDER LENGTH — 50 FOOT MINIMUM ��*.
AS LISTED BELOW:
3. LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO UNIT SEDIMENT FROM LEAVING THE ELEVATION VIEW
• MOBILIZATION SITE AND TO PROVIDE FOR MAXIMUM U11UTY BY ALL CONSTRUCTION VEHICLES.
• ACCESS ROADS (EXIST. ROADS) 4. NO SEPERATE MEASUREMENT OR PAYMENT SHALL BE MADE FOR THIS ITEM
• EROSION CONTROL
• CONSTRUCT WORK ELEMENTS
• SEEDING AND MULCHING STEEL OR WOODEN POST - WOVEN WIRE FENCE
PLANNED TEMPORARY EROSION CONTROL FEATURES GRAVEL ENTRANCE PAD i , _ ___ SYNTHETIC FILTER FABRIC I
I. GRAVEL ENTRANCE PAD N.T.S. EC-1 I
2. ROCK CHECK DAM, ITEM D-753 �— N
�
I i
3'_0'
3. TEMPORARY SILT FENCE, ITEM E-893 I i N 18' MIN.
4. EROSION CONTROL MATTING, ITEM E-895 N EXIST. GROUND UNE
OBTAIN EROSION CONTROL PLAN APPROVAL AND OTHER APPLICABLE PERMITS
=III I:
PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. A _ I_ I Wil 8'
• 1.5 18 MIN. „
ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH MIN .M . _ ,— <
-- TRIM 4 �, ---- COMPACTED SOIL OR GRAVEL
ITEMS T-901 AND T-908 OF Tl-E SPECIFICATIONS, WITHIN 21 DAYS OF THE _.
COMPLETION OF GRADING OPERATIONS. 'r' ' '''' '� �� n,
••. o. - •• :. .,. ,i SECTION VIEW
ANY FINES, PENALTIES, OR OTHER COSTS AS' ESSED BY STATE, LOCAL OR THE �''V.... • ,. :�'.
GOVERNMENTAL AGENCIES FOR NON—PERFORMANCE OF THE EROSION CONTROL •'�/.. • '���'`
REQUIREMENTS OF THIS PROJECT AGAINST THE AIRPORT AUTHORITY SHALL"t'�•:,� _ NOTE: INSTALL SILT FENCE WHERE SHOWN ON THE PLANS
BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND ANY SUCH A . AND AND AROUND ALL CATCH BASINS AND MAINTAIN UNTIL
ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED FROM FILTER FABRIC - UNTIL DISTURBED AREA IS COMPLETELY STABIUZED.DUE AT THE COMPLETION OF THIS PROJECT.
PHASING
TEMPORARY SILT FENCE 3
2. INSTALL TEMP. GRAVEL ENTRANCES, TEMP. SILT FENCING AND ROCK CHECK DAMS. N.T.S. EC-1
3. PERFORM GRADING OPERATIONS. CUSS A i
.:......
EROSICIN CONTROL °'"it':'' •• , .',
4. SEED AND MULCH ANY DISTURBED AREAS. ' ' • ' �� • 24' MAX.
STONE «..•
,..:�.. .... •. •.:. AT CENTER
ti.s . .•...•.. �7
5. ONCE PERMANENT SEEDING HAS BEEN ESTABLISHED, REMOVE ALL TEMPORARY o•:-:. , '
EROSION CONTROL FEATURES. SEED AND MULCH THE AREAS EFFECTED BY THE •4;•.2;1 . . Ziit:i, ., -,.. ;1 .i-,..,, .: _, ., .,.:.
REMOVAL - {s .;.:. . . .
MAINTENANCE PLAN
FILTER FABRIC
SECTION A-A y'
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR /
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF—PRODUCING RAINFALL I I I
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL I I I Ico
BE MADE IMMEDIATELY TO MAINTAIN Al PRACTICES AS DESIGNED. __ _ _ _ ,
2. SEDIMENT WILL BE REMOVED FROM BEFIND THE TEMPOERARY SILT FENCE _-....-
WHEN IT BECOMES ABOUT 0.5 FT. DES AT THE FENCE. THE SILT FENCE L = THE DISTANCE SUCH THAT POINTS STAPLES (TYP.) a,
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
A AND B ARE OF EQUAL ELEVATION � �
A B I
—III__ L
3. THE ENGINEER MAY DIRECT THAT ADDITIONAL SILT FENCING --
BE INSTALLED AT ANY TIME PRIOR TO FINAL ACCEPTANCE. III -=I I -
— -I ' i III '
2' TO BE INSTALLED IN ACCORDANCE
III I I ( _
ALL DIR.) WITH MANUFACTURERS SPECIFICATIONS 1
III=
ROCK CHECK DAM 2
MATTING FOR EROSION CONTROL ,'4---��.'\�
N.T.S. EC-1
N.T.S. EC-1
dd ,.
1 1 I
THE . - soL A - � _
am.. .A THE LPA GROUP Of NORTH CAROLINA, p. a. JACKSONVILLE, NORTH CAROLINA DESIGN DAFT DRAWN RAT CHECK PROJECT N0. RAOO4129 DA'
CARS
L_ - - _._. ___.. _..___�. � .�..-..., ti DULY, 1994
TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, REHABILITATION AND STRENGTHENING AND MIDRELD CONNECTOR =
GROUP � ..� �
Member of THE LPA GROUP INCORPORATED _ _ 5 ' -
EROSION Co NTROL PLAN = . ' q�qq�:
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC Ekok`t- •.•':� :' EC--1 t
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL AND DETAILS REVISION 1A; - ''' '�..A** ...',,
E DESCRIPTION BY '``,,�„,i,„,�` ,
DRAWIN.

if , ONSLOW COUNTY BOARD OF COMMISIONERS
4
Ma ville•
• Richlands FOREST
PROJECT
`°'^���e � ShE CONSTRUCTION
11111 PLANS
ALBERT J. EWS.
AIRPORT
JACK'• ` f.� FOR
1 6-6 .... / Mid ay Park .
is .:.:..:..:::.,..0....... Piney Green 7-47
: verona � FEaaEE TAXIWAY " A " WIDENING , REHABILITATION
72 �CI �` AND
o
Ferry• Folkstone
,90,„' •„
Holly Ri.d...g..:..e:.:.i:.i.:.::.:::.......A.:....-....-.:-.'..4........:...:....,0..:....?g... : 4w6 " ' STRENGTHENING
.,,�ft, ti.• AND
VICINITY MAP
[ INDEX OF DRAWINGS \ MIDFIELD CONNECTOR TAXIWAY
SHEET NO. DESCRIPTION
C-1 COVER SHEET
0-1 SUMMARY OFaANTTTIE$ FAA AIP Project No. 3-37-0033-13
PL-1 PROJECT LAYOUT AND
�—� S SEQUENCE AFETY PLAN ALBERT J . ELLIS AIRPORT
CS-2 CONSTRUCTION
SEQUENCE �" JACKSONVILLE , NORTH CAROLINA
(ALTERNATE eon ii,i. �� � e W m JSEP
�1 'TYPICALSECTIONS 16 q9/
BA -1 TO .9lk5 .4TAKNCa MD AIAflY.NCi PLAN ! P 9 E. �S
-ao
GP-1 TO GP-5 PLAN AND
DULY 1994
P-1 CONNECTOR TAXIWAY PROFILES
EC-1 EROSION CONTROL PLAN AND fA,,,fre`%JiLL.4.
X-, TOX-p THE LPA GROUP INCORPORATED �f
,...,,,..,,,,,„,
L-1 TO L3 UGHTING PLANS ii. ATLANTA, GA ' BLOOMINGTON, IL' CHARLESTON, SC
\ L-6TOL-7 uamrcoerrus � TRANSPORTATION CONSULTANTS
I L "ACOLUMBIA, SC • MOBILE, AL ' MYRTLE BEACH, SC
SET NO . / 6.' PHILADELPHIA, PA RALEIGH, NC ' TAMPA, FL

,.
BASEBID
BID
SCHEDULE
ITEM NO. SPEC. NO. DESCRIPTION QUANTITIES REM DESCRIPTION UNIT QUANTITIES
UNIT ESTIMATE RNAL ESTIMATE FINAL
111
MINIM:1-111 .. I 1.1 kiJ ffill ma 1: Mill 1111 =1 I I I I 1 I Ir:/.1 MI I m I iikei . ma iii MU
mow • MI
LS 1 01000 MOBILIZATION LS 1
2 S-140 PAVEMENT REMOVAL SY 1,850 2 ■S-140 PAVEMENT REMOVAL SY 2,000
3 S-180 MIWNG BITUMINOUS PAVEMENT SY 6,715 3 ■S-180 MILLING BITUMINOUS PAVEMENT SY 6,875
4 P-152 UNCLASSIFIED EXCAVATION CY 6,100 4 111P-152 UNCLASSIFIED EXCAVATION CY 7,350
5 P-152 BORROW EXCAVATION CY 1,750 5 ■P-152 BORROW EXCAVATION CY 2,000
6 P-209 CRUSHED AGGREGATE BASE COURSE CY 6,125 6 ■P-209 CRUSHED AGGREGATE BASE COURSE CY 8,700
7 P-401 BITUMINOUS LEVEUNG COURSE TON 1,200 7 ■P-401 BITUMINOUS LEVEUNG COURSE TON 1,200
8 P-401 BITUMINOUS SURFACE AND BINDER COURSE TON 20,100 8 •P-401 BITUMINOUS SURFACE AND BINDER COURSE TON 21,500
9 P-602 BITUMINOUS PRIME COAT GAL 7,850 9 •P-602 BITUMINOUS PRIME COAT GAL 11,050
10 P-603 BITUMINOUS TACK COAT GAL 22,000 10 •P-603 BITUMINOUS TACK COAT GAL 23,000
11 P-620 PAVEMENT MARKING SF 13,200 11 UP-620 PAVEMENT MARKING SF 15,600
12 D-705 6" NON-PERFORATED UNDERDRAIN LF 500 12 MID-701 42* RCP, IV, B LF 252
13 D-705 6" PERFORATED UNDERDRAIN LF 4,000 13 •D-705 6" NON-PERFORATED UNDERDRAIN LF 550
14 D-705 UNDERDRAIN CLEANOUT EA 10 14 UD-705 6" PERFORATED UNDERDRAIN LF 4,200
15 D-753 RIP RAP, CLASS A TON 30 15 MID-705 UNDERDRAIN CLEANOUT EA 10
16 E-895 EROSION CONTROL MATTING SY 200 16 IID-753 RIP RAP, CLASS A TON 30
17 E-893 TEMPORARY SILT FENCE LF 750 17 D-753 RIP RAP, CLASS I TON 15
18 T-901 SEEDING AC 12 18 E-895 EROSION CONTROL MATTING i SY 300
19 T-908 MULCHING AC 12 19 iE-893 TEMPORARY SILT FENCE LF 850
20 T-901 SEEDING AC 13
21 T-908 MULCHING AC 13
ft I. M
1 L-108 MOBILIZATION LS 1 1 L-108 MOBIUZATION LS 1
2 L-108 CABLE TRENCH, 1 OR 2 CABLES LF 11,935 2 L-108 CABLE TRENCH, 1 OR 2 CABLES LF 13,100
3 L-108 CABLE TRENCH, 3 OR MORE CABLES LF 2,925 3 L-108 CABLE TRENCH, 3 OR MORE CABLES IS 3,630
- 4 L-108 CABLE, 1/C, #8, 5KV L-824-C, IN TRENCH OR DUCT LF 18,475 4 L-108 CABLE, 1/C, #8, 5KV L-824-C, IN TRENCH OR DUCT LF 22,100 -
5 L-108 COUNTERPOISE #6 BARE, IN TRENCH OR DUCT INCLUDING GROUND RODS AND 5 L-108 COUNTERPOISE #6 BARE, IN TRENCH OR DUCT INCLUDING GROUND RODS AND
GROUNDING CONNECTORS LF 15,850 GROUNDING CONNECTORS LF 17,700 1-
6 L-108 TWO-WAY/SPOT DUCT LF 60 6 L-108 FOUR-WAY DUCT IF 100
7 L-108 FOUR-WAY/SPUT DUCT LF 125 7 L-108 TWO-WAY/SPOT DUCT LF 60
8 L-108 TAXIWAY BASE MOUNT UGHT IN PLACE EA 33 8 L-108 FOUR-WAY/SPUT DUCT LF 125
9 L-108 TAXIWAY STAKE MOUNT LIGHT, IN PLACE EA 133 9 L-108 TAXIWAY BASE MOUNT UGHT IN PLACE EA 37
10 L-125 REMOVE EXISTING TAXIWAY OR RUNWAY UGHT EA 167 10 L-108 TAXIWAY STAKE MOUNT LIGHT, IN PLACE EA 152
11 L-125 RELOCATE GUIDANCE SIGN, SIZE 3, SINGLE FACE, 3 CHARACTERS EA 12 11 L-125 REMOVE EXISTING TAXIWAY OR RUNWAY LIGHT EA 173
12 L-125 RELOCATE GUIDANCE SIGN, SIZE 3, SINGLE FACE, 4 CHARACTERS EA 2 12 L-125 GUIDANCE SIGN, SIZE 3, SINGLE FACE, 3 CHARACTERS EA 5 -�
13 L-125 RELOCATE GUIDANCE SIGN, SIZE 3, SINGLE FACE, 6 CHARACTERS EA 5 13 L-125 GUIDANCE SIGN, SIZE 3, SINGLE FACE, 6 CHARACTERS EA 1
14 L-125 RELOCATE GUIDANCE SIGN, SIZE 3, SINGLE FACE, 3 CHARACTERS EA 12
15 L-125 RELOCATE GUIDANCE SIGN, SIZE 3, SINGLE FACE, 4 CHARACTERS EA 2
16 L-125 RELOCATE GUIDANCE SIGN, SIZE 3, SINGLE FACE, 6 CHARACTERS EA 5 -�
17 L-125 RELOCATE AND MODIFY FACE OF GUIDANCE SIGN, SIZE 3, SINGLE FACE, 3 CHARACTERS EA 7
-,-, 18 L-125 RELOCATE AND MODIFY FACE OF GUIDANCE SIGN, SIZE 3, SINGLE FACE, 6 CHARACTERS EA 2
I}
ALBERT J. ELLIS AIRPORT
THE DESIGN SAY DRAWN RPS CHECK DAR PROJECT NO. RA004129 ������„rf+�r, DATE
LPAMIA THE LPA GROUP of NORTH CAROLINA, p.a. 1;JACKSONVILLE NORTH CAROLINA ,, �� C A R U h ;, DULY, 1994
GROUP ■ TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, ATION AND STRENGTHENING AND MIDRELD CONNECTORiii. ./e,8
Member of THE LPA GROUP INCORPORATED t .<::' iQ1
SUMMARY OF QUANTITIES
ATLANTA, GA • BLOOMINGTON, IL• CHARLESTON, SC • COLUMBIA, SC ''-.,,04•.....':.,\,„ ,
MOBILE, AL• MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY DRAWING NO.

I I
I
\(s
\''/\ ,
��- M ___M- M N N - - M N _31 �- 1'--7— R -- -- -- _ _ -- ---
N N N N N N N N N N N N N N N N N —�N 4f N M
7.
//� i BORROW i \``
SIZE
j/ L(F REQUIRs �° I
-- MALSR SEGMENTED CIRCLE AND . r
�` EQUIPMENT GLIDE SLOPE WIND CONE \ `�
SHELTER ANTENNA II � �
/ , - - 7_,,,,,,,,,4:.„......
__ -- _ -- \-MIDDLE�� MARKER 1 /- LOCAUZER °�j'' , r 1 - . _ _ _ _ - _ - _ - N 44' 23' S6' E TRUE 7,100'X - - - - - - - Qy.,, I /
��
EQUIPMENT r
; / SHELTER - - .,• ••�1 ,, ��.
= -
3❖�
iii
4
Q::„. . -- . - - - - -H.:: -:-...:,....:..-.:-. :- -..-..-:.-. -..- -..- - - ..-.- ......... . .....':.......... .:....... . ... .. .......... - . __ . ....._ __... . _ _ , . . . "*."!'-' - . - • S
_ • •
,
r
GENERAL AVIATION AIR CARRIER t
ez L_ I__ �\ VAULT
H - N • • N N N Nf N N N N- X- N N - - - _ I
of TERMINAL N N N X N X N N N N N N X
-- N.C.S.R. 1265
\\ I j
GENERAL NOTES N G r V F
AUTO PARKING LEG ND
1. IN ORDER TO CONSTRUCT THIS PROJECT WITH MINIMAL INTERFERENCE 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, -- PROPERTY LINE
TO AIRPORT OPERATIONS, THE CONTRACTOR SHALL CONDUCT HIS IDENTIFICATION, AND PROTECIPN OF ALL EXISTING UTIUTIES AND \ / EXISTING ROAD (UNPAVED)
7/
CONSTRUCTION OPERATIONS AS SHOWN ON NE PROJECT LAYOUT AND NAVAIDS IN CONSTRUCTION AREA. ANY DAMAGES TO EXISTING \ L ./SAFETY PLAN, THE CONSTRUCTION SEQUENCE PLAN, AND HIS APPROVED UTILITIES OR NAVAIDS ON OR OFF AIRPORT PROPERTY SHALL BE THE N EXISTING CHAIN UNK FENCE
-- -- -S —♦ •--- EXISTING GATE
CONSTRUCTION PROGRESS SCHEDULE. THE CONTRACTOR SHALL RESPONSIBILITY OF THE CONTRACTOR. NE CONTRACTOR SHALL NOTIFY REHABIUTAl10N AND STRENGTHENING
COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER TO THE OWNER AND MAKE REPAIRS IMMEDIATELY. NO REIMBURSEMENT WILL .
MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS THE BE ALLOWED FOR UTIUTY/NAVAID REPAIR OR REPLACEMENT. /////////%%%/////i WIDENING
-, CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE WITH SAFETY :%::::::_:::::::t;Si::i:_:_ittii: NEW MIDFIELD CONNECTOR T/W 'A2'REQUIREMENTS AND TO MINIMIZE INTERFERENCE TO AIRPORT 10. ALL PAVEMENT SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC., AT _
400' 200' 0 400' 800' 1200'
OPERATIONS DURING CONSTRUCTION. ALL TIMES. ANY SPILLAGE OF EXCAVATION OR OTHER MATERIALS
SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR WITH A MOTOR
2. CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE DRIVEN SWEEPER. A PROGRAM OF REGULAR INSPECTION WILL BE SCALE: 1"= 400'
THE FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: PLANNED BY THE CONTRACTOR.
• OPERATIONAL SAFETY ON AIRPORTS 11. THE TAXIWAY AND RUNWAY SURFACES SHOULD NOT BE USED AS HAUL
DURING CONSTRUCTION - AC 150/5370-2C. ROUTES UNLESS SPECIFICALLY DESIGNATED BY NE ENGINEER.
• PAINTING MARKING AND UGHTING OF VEHICLES USED ON CONTRACTOR SHALL ACCEPT THE ENGINEER'S CONDITIONS FOR AIRFIELD
AIRPORTS - AC 150/5210-5B. PAVEMENT USAGE AS BONG FINAL NO PAYMENT WILL BE MADE
• AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18B REGARDING THESE CONDITIONS.
• MARKING OF PAVED AREAS ON AIRPORTS - AC/150/5340-1F.
• SAFETY REQUIREMENTS AND SECURITY REQUIREMENTS OF THE 12. CONTRACTOR WILL RESTORE CONTRACTOR STAGING AREA AND HAUL
SPECIFICATIONS ROUTES TO ORIGINAL CONDITION WHEN WORK IS COMPLETE TO OWNER'S
AND ENGINEER'S SATISFACTION. NO SEPARATE PAYMENT WILL BE MADE
3. NOTICE TO AIRMEN (NOTAM) - THE CONTRACTOR WILL PROVIDE FOR THIS RESTORATION. ANY DAMAGE TO EXISTING PAVEMENT WILL BE
DETAILED INFORMATION ON THE CONSTRUCTION SCHEDULE TO THE OWNER REPAIRED AT THE CONTRACTOR'S EXPENSE.
IN ORDER FOR NOTAMS TO BE ISSUED IN ACCORDANCE WITH
ESTABUSHED CRITERIA. NE OWNER SHALL BE GIVEN A SEVEN DAY 13. SINCE THE AIRPORT USERS SHALL BE WITHIN PROXIMITY OF THE
NOTICE FOR ISSUING NOTAMS AND A 48 HOUR NOTICE OF SCHEDULE PROJECT UNITS THROUGHOUT THE DURATION OF THIS PROJECT, A
CHANGES. COORDINATED EFFORT IN RESPECT TO SECURITY, SAFETY, AND
CONSTRUCTION IS ESSENTIAL NUMEROUS CONSIDERATIONS MUST BE
4. CONTRACTOR WILL MAINTAIN SECURITY WITHIN THE PROJECT SITE AND ADDRESSED IN THE CONTRACTORS WORK AND SCHEDULE INCLUDING b*JT 6p•
THE BORROW SITE AT ALL TIMES. NO UNAUTHORIZED PERSONNEL SHALL NOT LIMITED TO THE FOLLOWING:
BE ALLOWED ON NE SITE. - 20'x20' ORANGE FLAG (2 REQ'D) >/d)(• CONSTRUCTION SEQUENCE SUPPORTED TO REMAIN IN THE EXTENDED
5. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT SITE • SECURITY CHECK POINT lir POSITION AND ORIENTED AS SHOWNONLY THROUGH CONSTRUCTION ENTRANCE GATES DESIGNATED BY THE • PROJECT CONSTRUCTION TRAFFIC . xENGINEER. CONTRACTOR WILL BE RESPONSIBLE FOR THE SECURITY OF • CONTRACTOR'S STAGING AREA A § - - BATTERY POWI RED FLASHINGDESIGNATED ENTRANCE GATES AND MUST ENSURE THAT THE GATES ARE • AREAS OCCUPIED BY AIRPORT USERS C� YELLOW LIGHTS (TWO REQ'D)
MANNED AT ALL TIMES WHILE UNLOCKED. - - 8'X8'X8'-0" LG. SOLID TIMBER
14. A MAJORITY OF CONSTRUCTION ACTIVITIES ARE SCHEDULED TO BE i ...•6. CONTRACTOR SHALL PROVIDE FLAGMEN AT ACCESS/HAUL ROUTES ON OR CONDUCTED IN AREAS WHICH WILL EFFECT THE AIRPORT OPERATIONS
ADJACENT TO RUNWAYS OR TAXIWAYS OR AS DIRECTED BY THE ENGINEER AREA (AOA). THEREFORE, THIS PROJECT MUST BE CONSTRUCTED WITH --
TO ENSURE THAT TRAFFIC IS MAINTAINED ON THE DESIGNATED ROUTE. MINIMAL INTERFERENCE TO AIRCRAFT OPERATIONS. CLOSURES OF THE -ALTERNATING 4' WIDE ORANGE AND WHITE BANDS 3
AOA SHALL BE COMPLETED IN ACCORDANCE WITH THE CONSTRUCTION Z
NOTE: PLACE BARRICADES AT 25' MAX. SPACING
7. AREAS OUTSIDE NE PROJECT UNITS ARE DESIGNATED AS RESTRICTED SEQUENCE PLAN. OR AS DIRECTED BY THE ENGINEER. "' RUNWAY BANDS
ESIGNATION MARKING.
AREAS. THE CONTRACTORS FORCES ARE PROHIBITED FROM ENTERING SECURE TO PAVEMENT WITH BALLAST
RESTRICTED AREAS AT ANY TIME, UNLESS SPECIFICALLY AUTHORIZED 15. THE CONTRACTOR SHALL HAVE A MINIMUM OF TWO (2) AIR TO GROUND
BY THE ENGINEER OR AIRPORT MANAGEMENT. RADIOS TO MONITOR ALBERT J. EWS UNICOM ON VHF FREQUENCY BARRICADE DETAIL 1 CLOSED RUNWAY MARKING DETAIL
8. CONSTRUCTION STAKE-OUT SHALL BE PERFORMED BY THE CONTRACTOR IN N.T.S. PL-1 N.T.S. PL-1
ACCORDANCE WITH ARTICLE 50-06 OF THE GENERAL PROVISIONS. THE 16. CONTRACTOR SHALL PROVIDE STONE FOR GRAVEL ENTRANCE PADS AS
ENGINEER SHALL PROVIDE TWO (2) TEMPORARY BENCH MARKS (IBM) FOR NECESSARY OR AS REQUIRED BY THE ENGINEER. NO SEPARATE PAYMENT
THE CONTRACTOR'S USE. WILL BE MADE FOR THIS ITEM.
I
THE ALBERT J. ELLIS AIRPORT DESIGN DAR DRAWN RPS CHECKDAR PROJECT NO. RAOO41Z9 ''�,, DATE
LPAPA THE LPA GROUP of NORTH CAROLINA, p.a. JACKSONVILLE, NORTH CAROLINA . `\, CARD( ,
TRANSPORTATION CONSULTANTS r------ :�s'R\ .- /ti''- JULY, 1994
GROUP TAXIWAY 'A' WIDENVG, REHAB�(TATION AND STRENGTHENING AND MIDFIELD CONNECTOR TAXIWAY = / o`�SS'°tiI,
Member of THE LPA GROUP INCORPORATED
PPCtJECT LAYOUT AND SAFETY =-- hp1_ -
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC PLAN -, i'~-----••'
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL -,,,''✓ A P��,,.
REVISION DATE DESCRIPTION BY `o,„,,„,0'
DRAWING NO.

k
yes
'�
r_________ -- �� N N N K N N It -T--3t --N---1��--R N M N N M N M N N N 14 M N N N N M M N N `` -- -- -- --
-- -- - -- - - -- - - -
!� A I BORROW ���/ �`��.
SE I
I
+ II SEGMENTED CIRCLE AND OF REWIRED) CONTRACTOR'S �� �� I
} II WIND CONE I STAGING v
MALSR �' c 1 ^ ,c, ^ ^ (AREA I)
GUDE SLOPE- '
! EQUIPMENT :41
,�, �� II II co co c
'' SHELTER + ANTENNA N �� II II ± to N L°9
oo r� \_ _11 = a J l- - - - • -
MIDDLE N, AREA AREA I! AREA]Q = AREA 3E _ �.. �.AREA I
N LOCAUZER
lif .
•,,� MARKER - ---- ---- ----- - - _ � --�- - - __ - I
- N 44' 23 56 E TRUE --- 7100 X 150 RUNWAY ,,,-
EQUIPMENT
I f -1 -1 - - - r 1
•
SHELTER I I f .:;.:..;; Y-A� --_ IAA 200' R/W SAFETY AREA BARRICADES . A _ - - l
I-B-1---- I A i
i' _ - -  _ _ = J - - - - - - :'_� BARRICADES I I I BARRICADES BARRICADES :1 I J ,O1)
1
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BARRICADES-' I S I BARRICADES it I I I I
CONTRACTOR'SL J- -J -t ';11B-4_ . .b. mL.et p\- _I
�IBARRICADES-�
I
. ,
\ TAi, , , ) A O, ‘,
17
w N 14 _ 14� N M M N N M N N N N N \ wt 1 . TERMINAL
-� J- N M M
/ - ____ "--- N.C.S.R. 1265 -
__
_ _
~ x X /
M 1 G l
HAUL
ROUE ❑ AUTO PARKING J/ LEGEND
(AREA IE,X,IV I) �E�' -- PROPERTY LINE
\\ FARM A PHASING UNITS
-- -- ` EXISTING ROAD (UNPAVED)
EXISTING CHAIN LINK FENCE
BASE BID CONSTURCTION SEQUENCE -. ♦ EXISTING GATEACCESS/HAUL ROUTE
CONSTRUCTION AREA I—B CONSTRUCTION AREA IV . . . . . . . .' ` REHABIVTATION AND STRENGTHENING i
•
GENERAL NOTES i
������
• NOTIFY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS ■ NOTIFY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS WIDENING
THESE CONSTRUCTION SEQUENCING NOTES APPLY TO THE BASE BID AREA AREA • • • • BARRICADES (PHASES)
(SCHEDULES NO. 1 AND NO. 2) ONLY. THE CONTRACTOR SHALL SUBMIT TO ■ CLOSE RUNWAY 5-23 (NIGHTTIME ONLY) ■ ONLY TEN (10) WORK DAYS ALLOWED IN THIS AREA
DETAILED CONSTRUCTION PROGRESS SCHEDULE. • ONLY FIVE (5) WORK DAYS ALLOWED IN THIS AREA. • PLACE BARRICADES ./���/�� PAVEMENT REMOVAL
THE ENGINEER AND OWNER A ■ PLACE. BARRICADES ■ DISCONNECT TAXIWAY LIGHTS, AREA IV do IV-A JUMP TAXIWAY LIGHTING CIRCUIT,
THE CONTRACT DOCUMENTS PROVIDE CONSTRUCTION SEQUENCE AND SAFETY • CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL TIME AREA III, V, V-A TO REMAIN OPERABLE
PARAMETERS WHICH MUST BE INCORPORATED INTO THE CONSTRUCTION )
• COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1 1 2' OR
PROGRESS SCHEDULE. THE CONSTRUCTION PROGRESS SCHEDULE SHALL ALSOIRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK/ 400 200' 0 400' _ 800 1200'
INCORPORATE THE ACTUAL WORK ELEMENTS TO BE CONSTRUCTED AS • FINAL LIFT OF ASPHALT AND MARKINGS MAY BE ACCOMPLISHED DURING CONSTRUCTION WORKAREA IV-A � -- - -
TORS ,�
DETERMINED BY THE BID SCHEDULES AWARDED AND THE CONTRACDAYTIME BETWEEN FLIGHTS SCALE; 1 - 400
APPROVED EROSION CONTROL PLAN. ■ UPON COMPLETION OF AREAS I, I-A, AND I-B THESE AREAS ARE TO BE ■ NOTIFY ENGINEER 48 HOURS IN ADVANCE Of BEGINNING WORK IN THIS -
AREA
THE CONTRACTORS PROGRESS SCHEDULE MUST INCORPORATE THE OPENED FOR USE • CLOSE RUNWAY 5-23 (NIGHTTIME ONLY)
COMPLETION OF EACH AREA PRIOR TO BEGINNING WORK IN OTHER AREAS. ONSIBLICTION AREA II • ONLY FIVE (5) WORK DAYS ALLOWED IN THIS AREA.
THE RUNWAY IS TO REMAIN OPEN EXCEPT FOR NIGHTTIME CLOSURES TO • PLACE BARRICADES • PLACE BARRICADES
COMPLETE WORK ADJACENT TO THE RUNWAY. THE SCHEDULE NO. 1 ■ DISCONNECT TAXIWAY LIGHTS AREAS II AND II-A ■ CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL 11ME)
CONTRACTOR SHALL COORDINATE THE CONSTRUCTION PROGRESS SCHEDULE • JUMP TAXIWAY LIGHTING CIRCUIT, AREAS I, I-A, I-B, III, IV, • COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1 1/2' OR
WITH THE SCHEDULE NO. 2 CONTRACTOR. IV-A, V, AND V-A TO REMAIN OPERABLE IRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK
• CONSTRUCT WORK ELEMENTS • FINAL LIFT OF ASPHALT AND MARKINGS MAY BE ACCOMPLISHED DURING
CONSTRUCTION AREA I gt101,1CTION AREA II-A DAYTIME BETWEEN FUGHTS
■ PLACE BARRICADES ■ NOTIFY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS • UPON COMPLETION OF AREAS IV, IV-A THESE AREAS ARE TO BE
■ DISCONNECT TAXIWAY LIGHTS AREAS I, I-A, I-B OPENED FOR USE
AREA
• JUMP TAXIWAY UGHI1NG CIRCUIT, AREAS II, II-A, III, IV, IV-A, CLOSE• RUNWAY 5-23 (NIGHTTIME ONLY) CONSTRUCTION AREA V
V, AND V-A TO REMAIN OPERABLE • ONLY FIVE (5) WORK DAYS ALLOWED IN THIS AREA. • PLACE BARRICADES
• CONSTRUCT WORK ELEMENTS • PLACE BARRICADES • DISCONNECT TAXIWAY LIGHTS AREAS V AND V-A
CONSTRUCTION AREA I--A • CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL TIME) • JUMP TAXIWAY LIGHTING CIRCUIT, AREAS I, I-A, I-B, II, II-A,
• NOTIFY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS • COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1 1/2' OR III, IV, AND IV-A TO REMAIN OPERABLE
AREA IRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK • CONSTRUCT WORK ELEMENTS
• CLOSE RUNWAY 5-23 (NIGHTTIME ONLY) • FINAL UFT OF ASPHALT AND MARKINGS MAY BE ACCOMPLISHED DURING CONSTRUCTION AREA V-A
• ONLY FIVE (5) WORK DAYS ALLOWED IN THIS AREA. DAYTIME BETWEEN FUGHTS
■ PLACE BARRICADES • UPON COMPLETION OF AREAS II, II-A, AND II-B THESE AREAS ARE TO BE • NO11FY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS
• CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL TIME) OPENED FOR USE • ACLR RUNWAY 5-23 (NIGHTTIME ONLY)
• COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1 1/2 OR CONSTRUCTION AREA III • ONLY AVE (5) WORK DAYS ALLOWED IN THIS AREA.
IRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK • PLACE BARRICADES • PLACE BARRICADES
• FINAL UFT OF ASPHALT AND MARKINGS MAY BE ACCOMPLISHED DURING • DICONNECT TAXIWAY LIGHTS AREA III
DAYTIME BETWEEN FUGHTS ■ CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL TIME)
• JUMP TAXIWAY LIGHTING CIRCUIT, AREAS I, I-A, I-B, II, II-A, • COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1 1/2' OR
IV, IV-A, V, AND V-A TO REMAIN OPERABLE IRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK
• CONSTRUCT WORK ELEMENTS • FINAL LIFT OF ASPHALT AND MARKINGS MAY BE ACCOMPLISHED DURING
DAYTIME BETWEEN FlJGHTS
• UPON COMPLETION OF .AREAS V AND V-A THESE AREAS ARE TO BE
OPENED FOR USE
iii. }
THE IL • A L - LI Al DESIGN DAR DRAWN RPS CHECK DAR PROJECT N0. RAOO��Z9 ,��`'`i��"'', DATE
LPA THE LPA GROUP of NORTH CAR OLI N A, p.a. _ JACKSONVILLE, NORTH CAROLINA ,�'`' ,.\ OL JULY, 1994
GROUP' .�.�
C TR A N S P 0 R TA TI 0 N CONSULTANTS TAXIWAY 'A' WIDENING, REHAB LMON AND STRENGTHENING AND MIDFIELD CONNECTOR TAXIWAY .. �Q E�SS IQ y4 . =.-
4r-l-AA.7
Member of THE LPA GROUP INCORPORATED CONSTRUCTION SEQUENCE PLAN - f'acs-i=: o. . �
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL
(BASE BIDS REVISION DATE DESCRIPTION ��'.,,�N A Q`� �``
BY `�`"�"'��� DRAWING NO.

yes
/64
1 _ _ - __
-- --* 4O� )f N )1 N N N 3� —fit —Rr--ilk`ice--R N N N -- --
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\ i i I- --BORROW- �l %/// \\ ���1) 111 k SEGMENTED CIRCLE AND I I L (F ) I CONTRACTOR'S \\ \� I
/// MALSR 40 II k
WIND CONE II �, (AREA I) IISTAGING II \\\\�.GUDE SLOPE----- II ,�„ ,�i ,� ,� ,�, I I \
i EQUIPMENT --� N \\ II �, II �o ,� \,
/� + ANTENNA II 4 + �, 11 + II + + + + II \\
/1/ SHELTER lII N . .
op N M \� �1 La J L— — c�D CEO -- -
- .4 .1
// MIDDLE - N ~ = � I ta... ~I LAREAI I ; -- LOCAUZER
AREA Y AREA I� N AREA AREA/�/ MARKER W ` - - --- I I � \�
/� _ I- I - _ . _ __-- _ _ _-- _ N 44' 23'56' E TRUE - - - 7,100' X 150` RUNWAY - - - - - - - l I
/i EQUIPMENT �I �, Inall � �
- 1 I
i/
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' - 200 R SAFETY AREA :_ s -- I T i
�—
ii SHTER , -- BARCAS ]QA BARRICADES : : 18 --- I A •:. �I
4 J = �� BARRICADES I - • \ I BARRICADES • = BARRICADES :..::- --HAUL , N
jr ROUTEcSR
_ L__- _- _- - AREAI
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vv I Y BARRICADES S I :ARRICADES II I[ - I I I
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\ SOAGINGCTOR'S GENERAL AVIATION BARRICADES' E
AIR CARRIER VAULT I
\ (AREA IC,III,I�� )
L___ �- —— — —— — _ _ n30 TERMINAL N N M * ri !� 1t a[ _� M M N
N N !��� !� N N � N 1t 1� N N N N N N Ni 7 i� — -R —� N- —R � i --- ---- - - - -
-- I -- -- --- -- -- -- -- / -- — `- -N:C.-S.R. 1265 --- -- -- -- --
14\ilx x /-,.. -.7,/-7--- -.---' ,_- Z
\ A N M /
\ N 16 < /
HAUL ' AUTO PARKING _Z//' LEGEN
-.:
ROUTE Eli
400' 200' 0 400' 800' 120C (AREA IL,IQ,1V I ) Fun= —- —- y —— PROPERTY UNE
\\ FARM 2 PHASING LIMITS
SCALE: 1"= 400' / EXISTING ROAD (UNPAVED)
\ -- N EXISTING CHAIN UNK FENCE
— ♦— EXISTING GATE
--- ...- ACCESS/HAUL ROUTE
r:: ::::::::: : :::::::: ::': REHABIUTATION AND STRENGTHENING
% % WIDENING ir
ALTERNATE BID CONSTRUCTION SEQUENCE ,7-�� i NEW MIDFIELD CONNECTOR T/W *AZ
BARRICADES (PHASES)
GENERAL NOTES CONSTRUCTION AREA I-B CONSTRUCTION AREA III CONSTRUCTION AREA V r '�����: PAVEMENT REMOVAL
THESE CONSTRUCTION SEQUENCING NOTES APPLY TO THE ALTERNATE BID ■ NOTIFY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS ■ PLACE BARRICADES
■ PLACE BARRICADES
(SCHEDULES NO. 1A AND NO. 2A) ONLY. THE CONTRACTOR SHALL SUBMIT TO AREA • DISCONNECT TAXIWAY LIGHTS AREA III ■ DISCONNECT TAXIWAY LIGHTS AREAS V AND V-A
THE ENGINEER AND OWNER A DETAILED CONSTRUCTION PROGRESS SCHEDULE. • CLOSE RUNWAY 5-23 (NIGHTTIME ONLY) • JUMP TAXIWAY UGHTING CIRCUIT, AREAS I, I-A, I-B, II, II-A, • JUMP TAXIWAY UGHTING CIRCUIT, AREAS I, I-B, II, II-A,
THE CONTRACT DOCUMENTS PROVIDE CONSTRUCTION SEQUENCE AND SAFETY ONLY FIVE (5) WORK DAYS ALLOWED IN THIS AREA. IV, IV-A, V, AND V-A TO REMAIN OPERABLE III, IV, AND IV, AND IV-A TO REMAIN OPERABLE
PARAMETERS WHICH MUST BE INCORPORATED INTO THE CONSTRUCTION • PLACE BARRICADES • CONSTRUCT WORK ELEMENTS • CONSTRUCT WORK ELEMENTS
PROGRESS SCHEDULE. THE CONSTRUCTION PROGRESS SCHEDULE SHALL ALSO • CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL TIME) CONSTRUCTION AREA III-A
INCORPORATE THE ACTUAL WORK ELEMENTS TO BE CONSTRUCTED AS ■ COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1 1/2' OR CONSTRUCTION AREA V-A
DETERMINED BY THE BID SCHEDULES AWARDED AND THE CONTRACTORS IRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK ■ NOTIFY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS ■ NOTIFY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS
• FINAL LIFT OF ASPHALT AND MARKINGS MAY BE ACCOMPLISHED DURING AREA AREA
APPROVED EROSION CONTROL PLAN. ■ CLOSE RUNWAY 5-23 (NIGHTTIME ONLY)
DAYTIME BETWEEN FLIGHTS ■ ONLY FIVE (5) WORK DAYS ALLOWED IN THIS AREA ■ CLOSE RUNWAY 5-23 (NIGHTTIME ONLY)
THE CONTRACTORS PROGRESS SCHEDULE MUST INCORPORATE THE ■ UPON COMPLETION OF AREAS I, I-A, AND I-B THESE AREAS ARE TO BE ■ PLACE BARRICADES ■ ONLY FIVE (5) WORK DAYS ALLOWED IN THIS AREA
COMPLETION OF EACH AREA PRIOR TO BEGINNING WORK IN OTHER AREAS. OPENED FOR USE • PLACE BARRICADES
THE RUNWAY IS TO REMAIN OPEN EXCEPT FOR NIGHTTIME CLOSURES TO ■ CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL TIME) • CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL TIME)
CONSTRUCTION AREA II ■ COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1 1/2' OR
COMPLETE WORK ADJACENT TO THE RUNWAY. THE SCHEDULE NO. 1
• PLACE BARRICADES IRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK ■ COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1 1/2' OR
CONTRACTOR SHALL COORDINATE THE CONSTRUCTION PROGRESS SCHEDULE ■ IRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK
WITH THE SCHEDULE NO. 2 CONTRACTOR. ■ DISCONNECT TAXIWAY LIGHTS AREAS II AND II-A • FINAL UFT OF ASPHALT AND MARKINGS MAY BE ACCOMPLISHED DURING ■ FINAL LIFT OF ASPHALT AND MARKING MAY BE ACCOMPLISHED DURING
• JUMP TAXIWAY LIGHTING CIRCUIT, AREAS I, I-A, I-B, III, IV, DAYTIME BETWEEN FLIGHTS DAYTIME BETWEEN FLIGHTS
IV-A, V, AND V-A TO REMAIN OPERABLE • UPON COMPLETION OF AREAS III AND III-A THESE AREAS ARE TO BE • UPON COMPLETION OF AREAS V, V-A THESE AREAS ARE TO BE
CONSTRUCTION AREA I • CONSTRUCT WORK ELEMENTS OPENED FOR USE
OPENED FOR USE
• PLACE BARRICADES CONSTRUCTION AREA II-A CONSTRUCTION AREA IV
■ DISCONNECT TAXIWAY UGHTS AREAS I, I-A, I-B • NOTIFY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS • PLACE BARRICADES
• JUMP TAXIWAY LIGHTING CIRCUIT, AREAS II, II-A, III, IV, IV-A, AREA • DISCONNECT TAXIWAY LIGHTS AREAS IV AND IV-A
V, AND V-A TO REMAIN OPERABLE • CLOSE RUNWAY 5-23 (NIGHTTIME ONLY)
• JUMP TAXIWAY LIGHTING CIRCUIT, AREAS 1, I-A, I-B, II, II-A,
• CONSTRUCT WORK ELEMENTS • ONLY FIVE (5) WORK DAYS ALLOWED IN THIS AREA. III, Ill-A, V, AND V-A TO REMAIN OPERABLE
■ PLACE BARRICADES • CONSTRUCT WORK ELEMENTS
CONSTRUCT AREA I-A • CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL TIME)
■ NOTIFY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS ■ COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1 1/2' OR CONSTRUCTION AREA IV-A
AREA IRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK • NOTIFY ENGINEER 48 HOURS IN ADVANCE OF BEGINNING WORK IN THIS
• CLOSE RUNWAY 5-23 (NIGHTTIME ONLY) • FINAL LIFT OF ASPHALT AND MARKINGS MAY BE ACCOMPLISHED DURING AREA
• ONLY FIVE (5) WORK DAYS ALLOWED IN THIS AREA. DAYTIME BETWEEN FLIGHTS • CLOSE RUNWAY 5-23 (NIGHTTIME ONLY)
• PLACE BARRICADES • UPON COMPLETION OF AREAS II AND II-A THESE AREAS ARE TO BE • ONLY FIVE (5) WORK DAYS ALLOWED IN THIS AREA
• CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL TIME) OPENED FOR USE • PLACE BARRICADES
• COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1 1/2' OR • CONSTRUCT WORK ELEMENTS FROM 11:00 PM TO 7:00 AM (LOCAL TIME)
IRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK • COMPLETE WORK SUCH THAT NO DROP-OFFS EXCEEDING 1-1/2' OR
• FINAL UFT OF ASPHALT AND MARKINGS MAY BE ACCOMPLISHED DURING IRREGULAR GRADES EXIST AT THE END OF EACH DAYS WORK
DAYTIME BETWEEN FLIGHTS • FINAL LIFT OF ASPHALT AND MARKINGS MAY BE ACCOMPLISHED DURING
DAYTIME BETWEEN FLIGHTS
• UPON COMPLETION OF AREAS IV AND IV-A THESE AREAS ARE TO BE
OPENED FOR USE
I}
r l 1
��� ALBE� J. ELLI�+ AIRPORT DESIGN DAR DRAWN RPS CHECKDAR PROJECT NO. RAOO4129 ��,���""""'�� DATE
• THE LPA GROUP of NORTH CAROLINA, p.a. JACKSONVILLE, NORTH CAROLINA ;:��' CA OG' ,,; DULY, 1994
LPA _ TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, REHABILITKA AND STRENGTHENING AND MIDFIELD CONNECTOR TAXIWAY , ��.1..,� � � . 4
GROUP — - `k s��� 1
Member of THE LPA GROUP INCORPORATED CONSTRUCTION SEQUENCE PLAN - ' ' -'''' '
ChC,,NE` f� CS-2
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC (ALTERNATE BID)MOBILE, AL• MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION
BY DRAWING NO.

I 1 I 1
(..*
EXIST. T/W 'A' C CVW 'A' REV. T/W "B2','B3,& 4'
118' SAFETY AREA (MIN.) _ 20' SHOULDER VARIABLE WIDTH .....L. VARIABLE WIDTH 20' SHOULDER
,,, _ VARIABLE WIDTH - 30' TO 50' VARIABLE WIDTH - 30' TO 50' »
14 TACK COAT P-603 GRADE
5 _ 9' 20' SHOULDER _ GRADE 1 ( ) 20' SHOULDER 9' �6 _ 10' 10' �_ WIDENING POINT WIDENING 10' 10'
VARIES 1 f 1 ±-.- . VARIES - _ -
_ 10' _r i' 1_ WIDENING _ POINT 1'fi �WIDENING
VARIES 10 _.,� 10 � •
E
S 0.13' VARIES �1 t PRIME COAT (P-602) o VARIES VARIES
m-- }-- &ARV 5X 1.5X MAX. 1.5X MAC V
Z VARIES 1 VARIES Z AR1 S
10 VARIES VARIES 5.0X •� 1.5X MAX. - 1.5% MAX.- VARIES F 3. 5.0% .•. . -- 5% I - 3.0X TOE5.OX
1 3.0X - -_ - - '_- --- - -- ' , , , --
.5Xr_ ..-11=n=11•- ;=-• ---� � — ----� =n—,y. .09� TO 1.5Z � /\ - --- -�--- ____ '• �S: .
/ / /\/ /. .J :J . - --- -- —— — �\ \\ \\I�\ �\ \\ \�\>\ /\'/\\ \ /�j\\j\\j\\j\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/� , /j/j/ /
\ / / //\/ // // // // // // // // // // // // // i�/i./ice/i�/i�/i�/i./i,/i�/i,/ice/i � \,\\,\\, A \\,\\,\\,�\\,�\\,� ,�\\,�\\,�\\,� k
�i� � � � / / i\\i\i\i� ,\\;/,%/\//././/,//•//.//•//.//,//,//,/;� ��l`. dV SAY COURSE (P401)
/i. /. i, /. i, A / / /A '' i,��/i �Y COURSE (P-401) SEE ' VARIABLE DEPTH SEE DETAIL
�. 1 NEW TOPSOIL VARIABLE DEPTH 8 DETAIL 14' (P-209) DETAIL TS81 TACK COAT (P-603)
PLACEMENT (TYP.) SEE DETAIL is-1 PLACE IN TWO
COMPACTED EXIST. SUR . « COURSE EQUAL LIFTS \�'` NOTE: SEE DETAIL FOR JUNCTION OF EXISTING AND PROPOSED PAVEMENT
WV
/ SUBGRADE (TYP.) NOMINAL THICKNESS = 5'± \
EXIST. BASE COURSE TYPICAL SECTION - CONNECTOR TAXIWAYS "B2", »B3",& 11B410
NOMINAL THICKNESS = 11'f
NOTE: SEE DETAIL AI FOR JUNCTION OF EXISTING AND PROPOSED PAVEMENT N.T.S.
WIF
TYPICAL SECTION - TAXIWAY "A" WIDENING BIT. OVERLAY COURSE (P-401) 12'f
N.T.S. VARIABLE DEPTH 8 ""-411-- EXIST. EDGE OF
SEE DETAIL ® TAXIWAY PAVING
TACK COAT 2' BIT. BINDER (P-401)
T/W 'A2' (P-603) 2' BIT. SURFACE (P-401)
PRIME COAT— 2' BIT. CONC.
_ 118' SAFETY AREA (MIN.) _ ��_ (P-602) SURFACE COURSE TACK COAT
9' 20' SHOULDER __ VARIABLE WIDTH _ VARIABLE WIDTH T 20' SHOULDER 9' PAVEMENT (P-401) [ (P_603)
2 SAW CUT
10' 10' GRADE 10' 10' — — — — — e �� MIWNG
POINT : . .. °
S 0.13' VARIES VARIES 1.0' - - EXIST. STONE ` • ,. _
( ) BASE COURSE �. .D '
p,RIES (TYP.) 1.5% MAX. 1.5% MAX. TYP. 5. VARIES . .. .'•• ; 0 14 CABC . — - �_l,/\r_( _•♦ _ '
V - -- ---• 0 VARIES ;.� o P209
ICJ TES TO 5, S.Ox — TO ° ( ) , - -�VAR 0'JL � 3.OX
1.5 3 -- _ I. = ' TO 3 0X EXIST. BITUMINOUS _ • D o ' �� - - - - _ — _— _
X1.5X
7V\/ // / /\/\/\/X //\//\/ \/r /\fir\//\r „ / / SURFACE COURSE ° EAST. BITUMINOUS — — - -
/ii� 2' BIT. SURFACE P-401 %�i\i/ \\\ iiiiii�i�\i\� ' ' SURFACE COURSE LEVELING COURSE
t/' . TACK COAT (P-603) \S REMOVE EXIST. PAVEMENT 12"t
2' BIT. BINDER (P-401) NEW TOPSOIL TO SOUND BITUMINOUS COURSE EXIST. STONE - 7 - _ - __ —
PRIME COAT (P-602) PLACEMENT (TYP.) AND STONE BASE COURSE TO NEAT EDGES BASE COURSE _
14' CABC (P-209) AND REPLACE WITH NEW 14' CABC (P-209)
PLACE IN TWO EQUAL LIFTS COMPACTED SUBGRADE (TYP.) AND 4' BIT. SURFACE COURSE (P-401)
/ NOTE: SEE DETAIL 6 FOR PAVEMENT JOINT 0 RUNWAY AND TAXIWAY 'A2'
Iiir PAVEMENT JOINT AT TAXIWAY WIDENING 5 JUNCTION OF EXISTING AND PROPOSED PAVEMENT el
— CONNECTOR
�� »C
N.T.S. TS-1 N.T.S.
TYPICAL SECTION TAXIWAY A2 �.
N.T.S. NOTE: 'A2' IS ADDITIVE ALTERNATIVE z
cc
T/W 'A1';A3', &'A4' 6
0
118' SAFETY AREA (MIN.)
EXIST. RUNWAY PAVEMENT SN e NEW PAVING AT TAXIWAY 'A2'
V 6
,_ VARIES 20' SHOULDER VARIABLE WIDTH - 30' TO 50' ...4... VARIABLE WIDTH - 30' TO 50' 20' SHOULDER VARIES TACK COAT PRIME COAT
WIDENING
flDAENING ' (P-603) (P-603)
v _ 10' 10' = VARIES POINT I TACK COAT (P-603) RIES
S 1'f VARIES VARIES 1'f f S 1 f 2 BITUMINOUS BINDER COURSE (P-401)
f2 (TYP.)--? 2' BITUMINOUS VARIABLE DEPTH PLACE IN
z VARIES VARIES Ox S.OX (TYP.) 1.5% MAX. . - 1.5X or.) 5X VARIES ~ SURFACE (P-401) TACK COAT
1.5X TO 3.OX 3.0% TO 5• _ _ -�1= �:- — — — — — --= , �� 3.0X�5OX. W — — - WCUT 2' SITU SURFACE ( -40 ) (P-603) 11j�1' MIN. TO 3' MAX.
2 �' MINOUS P 1
1 V- F \ MI G BINDER (P- - A EACH UFT WHERE NEEDED
�--- .. -��-u-II-II-II � •� =11=II=11;it-,1-.. EXIST. BITUMINOUS
/\\/\//\//\//\//\//\//\//\//\//\//\/ — P111111k//\\/�\\// / //\\\/�\\r/� \\/�\/\/\� SURFACE C�JRSE ����j 1
/\i\i\i\i\i\i\i\i\i\i\i\/
L-______ _ . .111111111711111111111111111E
%/ SEE DETAIL (TYP.)
NEW TOPSOIL EXIST. STONE �. 4• °
'` EXIST. SURFACE COURSE - EXISTING SURFACE COURSE
COMPACTED SUBGRADE (TYP.) _ ,.4 ° .. ,°
NI?
NOMINAL THICKNESS = 5'f 14' (P-209) PLACE PLACEMENT (TYP.) �t BASE COURSE 14 CABC ° e e
EXIST. BASE COURSE IN TWO EQUAL LIFTS (TYP.) � - ___ __ _ _ , a. . � (P 209)
NOMINAL THICKNESS = 11"t ° n ° . u ' e'
NOTES: e D
REMOVE EXIST. PAVEMENT 12't
BIT. OVERLAY COURSE (P-401) 1. A MINIMUM 2' P-401) IS ALLOWED ON TAXIWAY "A4' TO SOUND BITUMINOUS COURSE ° LEVEUNG COURSE (P-401)
VARIABLE DEPTH 8
al STONE BASE COURSE TO NEAT EDGES 1 •
SEE DETAIL .1 2. SEE DETAIL FOR JUNCTION OF EXISTING AND PROPOSED PAVEMENT AND REPLACE WITH NEW 14' CABC EA P-209 DEPTH VARIES 0 TO 1 /�
® AND 4' BITUMINOUS SURFACE COURSE )
�
TYPICAL SECTION CONNECTOR TAXIWAYS »Al »,»A3», & "A4" 3 (P-401) N PAVEMENT JOINT AT RUNWAY/TAXI WAY "A2"( ii
TYPICAL SECTION TAXIWAY PAVEMENT OVERLAY 8
N.T.S. \ TS-1 / N.T.S. N.T.S. 1S_1
THE ALBERT J. ELLIS AIRPORT DESIGN SAY DRAWN RAT CHECKDAR PROJECT NO. RA004129 "'��,�"''''�,,� DATE
THE LPA GROUP of NORTH CAROLINA, p.a. JACKSONVILLE, NORTH CAROLINAC Rp
LPA = = TRANSPORTATION CONSULTANTS w o��o�„.3,0 y l�y��: DULY, 1994
GROUP _ TAXIWAY A WIDENING, REHABILITATION AND STRENGTHENING AND MIDRELD OOI CTOR TAXIWAY ; cr -v
Member of THE LPA GROUP INCORPORATED - l
TYPICAL S1= 'TIONS
.�. , .k TS-1
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC ,,, ,�,,y a- ?,\\, ;`, ,
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY '1J',,•,,,,00
DRAWING NO.

I I I I
O ® O
-I- Ilit4 \
® Lc) 0
N
STA. 7+00.00 R/W 5-23 STA. 9+31.42 R/W 5-23
STA. 5+73.55 EXIST. T/W "A"
— RUNWAY 5-23
— — — ii:, — I - - - � - - _ J s� -- 1._.. - - - L — I — — — —I---- •1 —— — — - i — s — — — ---1 — — --4 — —— — L — +— --- — -- — --1 —E-- -- — 1_ — i — — — --I --_ _ — -
TA. 9+30.45 RJVII 5-23 - — 2 00, N 4423'56" E
STA. 5+89.83 T tliA IP-
- r 1
IL _ _ __I L I N
I I DISCONTINUE ALL T/W MARKING 3' P--
_
L
FROM EDGE OF R/W MARKING W
_ : .' LI
1I 'R=200't.:. . R=125'
C=
:-.1
-4- W
W
in (!)
HOLDING POSITION MARKINGS I I'.';•' p
I CD
SEE (TYP.) -i-
- -� I 30' 1 50' I•' •; CAI
I:: II
Q N
- _--- I-->-------�► PC 8+44.83 T/W "A' ' Q
r r 11e 1..... 'i ' ^
POT 8+34.33 EXIST. T/W A LB = I :' N V J
PC 8+34.33 T/W "A' REV. LA hcig 4.. W
PC 8+74.34 EXIST. T/W "A" t O
•
\•':'•••': • R=100 8 a T
r r • f- -
EXIST. T/W A : o
C.)PI = 9+74.36 ��• r a. a' 250' TAPER I--'
,L= 90'00'32" 4 :::: -- - EXIST. T/W "A" CENTERLINE Q
-
R = 100.00 ; -
T = 100.02' EXISTING PAVEMENT •��� �, �'4� - . ` _ i ,--T "A" CENTERLINE
L = 157.10 TO BE REMOVED - - /W
_ .yam i• —� s—�i'� i�
•
SAWCUT PAVEMENT - ��* \`� - -- - - - -t= - -1�- - - - - - - - - - - - -- - - -- - - - - - - - "A"
- -
T/W "Al AT NEW PAVEMENT EDGE • ►�♦. ~ •,- = �! + — — J.._ i_i__ - - - - _ TAXIWAY _
�y�� ---
•" N 44'23'56" E (T/VI�'A")
R - 150.00 .--, _• _ _...R i _
r •_ 150.00EXI ST. T
NE
a
L = 235.62 NEW 6" WE TAXIWAY ----1
" " T/W 'A' CENTERLINE r a CENTERLINE STRIPE (TYP.)
T/W A REV,
PI = 9+74.35 T/W 'A' REV. CENTERUNE -----
,L= 90'00'32' ``' ~
R = 14000'
T = 140.02 g +
L = 219.93
/
, - 6" TAXIWAY CENTERLINE •
•
STRIPE
I/ LEGEND
DASHES AND SPACES .
3' IN LENGTH • • EXIST. PAVEMENT TO BE REMOVED
•. NEW PAVEMENT
} = = mom m
1 _ ' \ 50' 25' 0 50' 100' 150'
\
I
4 LINES do 3 SPACES `-
N- AT 0.5' EACH
YELLOW SCALE: 1 = 50
MARKINGS
• ••t •t •t . ••t .••t �t �t •t •. ••t,•�t, •t, t, t,••t, t, t••mot •• .•t •t, mot, •l, l '•
C •
•I
_-
SM 1 •:SM. ..�:�:••:�::�•::'•:•:'•::�:•:':•-�SNt •. 3.:•'•:••:''•::'• -:�.._S •4•:•:•� : _SM'. •5':�.•:':•:':�.:•�:':••.:'•.:'•
HOLDING POSITION MARKINGS KEY PLAN
%,...
N.T.S.
1 I T
THE ALBERT J. ELLS AIRPORT DESIGN SAY DRAWN RAT CHECK PROJECT NO. RA�04129 +��"""�r,, DATE
THE LPA GROUP of NORTH CAROLINA, p. a. JACKSONVILLE, -}
NORTH CAROLINA `,, �� CA R� ,,,,
LPA = = TRANSPORTATION CONSULTANTS o�,�.•- ..�ji ; JULY, 1994
GROUPspA TAXIWAY A REHABILITATION, AND STRENGTHENING AND MIDFIELD CONNECTOR TAXIWAY ;Qa4FssrQy�(
Member of THE LPA GROUP INCORPORATEDSTAKING SM-i
AND MARKING
9�
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC �� iN A. �`�"
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY ,,, ,,,,,,,,� '
DRAWING NO.

I I i I
IIIIIIIIIIIIIII\
CD
Q 0
N rt.') ro
POT 28+31.50 R/W 5-23
STA. 0+00.00 T/W 'Al' '`\ r
RUNWAY_5- 23- - - I- - - + — ► — — — I___ — — — — - - - -
200' (Tr.)
N 44'23'561 E
1 --n"--*--"""-*-*---"%-'-'"6-4%.... %%N /44°
I 1
M
c� Cn
I— N. N Li,
R=250' 1® R=250' / STOP ALL T/W MARKING 3' R STRIPE I--
LLI FROM EDGE OF R f W MARKING (TYP.) / I LW
_ "' R=100', 14 i R=100' r�''r - _
F-- I N i 4 t NEW T -R/W C)
w •\ ( i STRIPE
0
+ R 205 R=205' ? -I-
• •
SEE DETAIL 1
---=7: SM-1
�•. V)
w :{ w
z :I ! r: z
R=100' I �.:.•• - • ! :::.:.. . R=100 =
- U •
EXIST. T/W 'A' CENTERUNE -
I-- .... 250' TAPER 250'•
__ TAPER W. I—
T/W A CENTERUNE Q
y` - R=150' ID •-- -
- - - - - - - M - - - - - - - - - - - - - - - - - - TA?(IwA y ,�A„ - - - - - -
ri
I
- R N 4423'56' E (T/W'A')
T T T = �- --r.-7-7-.--.T.T..7F.-,-:..77--..7.-:.7•7:.. .77-7.::-7.--T T T T--- • 7 •--.- T T T:-T-7• T•._r r-:•-. T T T T T•�.�R_,1• T 7
T:•-T T T T T T T -r
T T T7
POT 28+31.50 T/W 'A' POT 28+31.50 EXIST. T f W 'A' NEW 6' WE TAXIWAY
STA. 4+05.00 T/W 'Al STA. 4+00.51 T/W 'Al CENTERUNE STRIPE-�TYP�
/
♦
LEGEND
4//'
������• EXIST. PAVEMENT TO BE REMOVED
NEW PAVEMENT
50' 25' 0 50' 100' 150'
SCALE: 1 n= 50'
•'•fir- — -CL••••••••••••••••••
, —� •,'r ;•;•�••. •••'•r'••.,�; •'••) . . . . . . . . . . . . . . . . • ••••••••••• •,•••'•••',• •,••••••',•••
KEY PLAN
N.T.S.
is}
ALBERT J. ELLIS AIRPORT —'
THE THE LPA GROUP of NORTH CAROLINA, p. a.
DESIGN SAY DRAWN RAT CHECK DAR PROJECT NO. RA004129 �,„,%'...,,,,, DATE
JACKSONVILLE, NORTH CAROLINA ,��' CARp �''�,, JULY, 1994
7
LPA � � TRANSPORTATION CONSULTANTS � � ,�oQ��%'�uio;�t/�9�f.
GROUP = TAXIWAY A WIDENING, REHABILJTATON, AND STRENGTHENING AND MIDFIELD CONNECTOR TAXIWAY ;
Member Of THE SPA GROUP INCORPORATED ty , SM
STAKING AND MARKING PLAN r, b
-: �? ..., ,.....' � gm.2
ATLANTA, GA • BLOOMINGTON, IL• CHARLESTON, SC • COLUMBIA, SC ',,,+7/A/ :�V
•
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY ',,,, ,,'•
DRAWING NO.

I I I I
mitii4s\
p p
c=:)
p p
c.)
+ .± ±
p Lc O
d... �}-• LCD
.....,.........___ __
POT STA. 44+50.00 RW 5-23
STA./ oö0J7 *
R U N WAY 5- 23
, I _ _ _____, _ ___I___ _ _ _ ..... _____ _ _ ____,_ 1 _ _ I 1 __ _ _ _ 1 i 1 _i___ _ ____,_ _ 1_ _ 4._ __L___
-1----__, _I _ _ _I_
N 4423'56' E
200' (TYP.)
"j
CV / .4-
- STOP ALL T MARKING 3' FROM _i•. • REPAINT 3 WIDE (WHITE)
E-- R/WAllftSTRIPEC RUNWAY EDGE STRIPING I--
V--I EDGE OF R MARKING-TYP.j ': W
.'' t N V J
Cn NEW TI1N R/W •
STRIPE R=175' .I :}.•" R=175'
W W
W W
CJ7 • Cf)
p • • • • • • • • • •• O
p • • • • • • • • O
•
00 • • r
• AI SEE DETAIL I •
I— I—
Cr) SM-1 Cr)
W • • Z
Z
= R=100' • • •• • • • ..• • .• • • R=100' _
• U
U • • • • • I—
�' EXIST. T/W 'A' CENTERLINE 250' TAPER 250' TAPER
G }
- T/W 'A' CENTERLINE • • • •
TA 7/ xIwAY " ' 1 - t -�- - - 1- - - - - -� - - in
- - - I - - -j-- - - �- rt - _ - � - -h_- - -
N 4423'56' E (T/W'A') M
r-T T T T T T .-I�1'T-l•T,T.-:.-.--.T T T T T 11- 1 =t-T T T T T -.T T T T T Tit�t -i.!T 7
POT STA. 44+50.00 EXIST. T/W 'A' POT STA. 44+50.00 T/W 'A' NEW 6' WIDE TAXIWAY
STA. 4+00.26 T/W 'A2' STA. 4+05.00 T/W 'A2' CENTERLINE STRIPE (TYP.)
'►
♦
LEGEND
401117
� • EXIST. PAVEMENT TO BE REMOVED
NEW PAVEMENT
50' 25' 0 50' 100' 150' -
I64%ri.
SCALE: 1"= 50'
NOTE:
•
IF BASE BID IS ACCEPTED, T/W "A2" WILL NOT BE •� •: •�• :•:.::.
A LEADING
E LE D
PROPOSED TAPERS THE R
CONSTRUCTED ALSO •�•�� '�•� •� �����•
\I'llik...
INTO T/W "A2" WILL BE DELETED.
KEY PLAN
N.T.S.
THE PA THE LPA GROUP of NORTH CAROLINA, p. a.
ALBERT J. ELLIS AIRPORT DESIGN SAY DRAWN RAT CHECK DAR PROJECT NO. RA004129 ```.```` „,, ,�".,', DATE
LPA JACKSONVILLE NORTH CAROLINA � Q --•• !
°r``�ECsi/.0y%4 - DULY, 1994
GROUP W TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, REHABILITATION AND STRENGTHENING AND MDRELD CONNECTOR TAXIWAY _:.- t-', 1 % r
:
'7 -9 f
GROUP INCORPORATEDSTAKING -' °', "�'"E�` SM-3
Member of THE LPA G AND MARKING PLAN -.q% A �,,....�ATLANTA, GA • BLOOMINGTON, IL• CHARLESTON, SC • COLUMBIA, SC
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHI A, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY 1"1,
DRAWING NO.

I I
i I
IOCD
c� CD
O
LC) cD
LO W (► J
viJ
POT 59+00.00 R/W 5-23
STA. 0+00.00 T/W 'A3'
RUNWAY 5-23
_ i_ , . , I
N 44'23'56' E - - - ___,-- - i - - - - — - - - , -I - -, - - I — — i — —+— — — — —j-- —
200' (TYP.) _
V
M --_--__ -�• I
I j STOP ALL T/W MARKING 3' /' R=250' r I R=250' f/ RASTRIPE I—
W FROM EDGE OF RA MARKING (TYP.) 4, W
V)
R=100' .•.
IS
R=100' 8' NEW T/W-RA V)
W
W STRIP E W
co W
/:•1•••• V)
O R=205' '=205' CD
CD
• L45' 45' �.'
I— AllkSEE DETAIL .. .... .___.•r74 ► Q
V) Vir I--
LAJ
Z .� I W
R=105' I':::': R=105'
r r .� -
POT 53+98.63 EXIST. T/W A POT 59+00.00 EXIST. T 'A' �'' • • • •
: :: ::' POT 59+00.00 T A POT 64+23.04 EXIST. T
U r STA. 0+00.00 T/W 'B2' STA 4+00.04 T 'A3' = :: • :''':'•'': ' STA. 4+05.00 T W 'A3' STA 0+00.00 T 'B4' A _
I— . . .• .• .
EXIST. T/W A STA 0+00.00 /W B3 :''"� �'':: :'::' . U
•
Q CENTERLINE I _ 250 TAPER j, 250' TAPER I—
_•450•••••4 •••••••• 250 TAPER Q
- T/W 'A' CENTERLINE
--- -— --- —-- --—- - --.- __.-.-- -—---- ----—---- —— ——_.— L�.r_ "-- -'i•_•_ •—•i'_ t_i.�s _.-..._....1.__.
i i
v 7,4
L / _ 1_TAxIwAY " " _ - - - _ - - - - _ _ - - - - - - - - - _
- - -
N 44'23'561 E (Tye) _ - _ - -
0
e
_ • •
R-1 00 :R=1001 .
R100 R=100' NEW 6 WIDE TAXIWAY -'�' •
CENTERLINE STRIPE (TYP.) • •''R15�' R=t5D`'•: : -
R=65 R=65 R=105 - 5' : ': 1--- J
150' TAPER
R=60'
R=105 .. '1
21� • 1 40' 40'
1 t:
:I R=601 L.
I I �- J \
I I �-•'I 45' 45' � �,•.:.:.:•• R=65' I R=65'_
--- R=80' '-•• R=100'
f / I 7 -,
_ 30'
/ IN W w -... :1-.
W hi: 9 W O
IIP _._____ _-_ . — EXIST. TAXILANE CENTERLINE STRIPE r c� .. to
�
cn to
GENERALI-
AVIATION APRON 1 AIR CARRIER APRON
STA. 3+00.00 T B2 ' ----
/IN STA. 3+00.00 T/W B3 1 STA. 3+00.00 T/W 'B41
LEGEND -
_ . . ,
• • ) C ..•. •. .:::::
♦ ♦ EXIST. PAVEMENT TO BE REMOVED ...„... .. • .....•
50' 25' 0 50 100' 150 .;
_ _
SCALE: 1"= 50' • • NEW PAVEMENT
-Sl�l . :F•�-:•-'.:":':-••::•�-:••: SM 4 "fit.. .�=:•:'-:::-:::•:":•:::'•:::•:: :••'•:••:•
KEY PLAN
N.T.S.
I I
THE THE LPA GROUP of NORTH CAROLIN . a. ' LB RT J. LLIS AIRPORT
DESIGN SAY DRAWN RAT CHECK DAR PROJECT N0. RAOO41Z9 .,`\�""'"'4t, DATE
LPA A' P JACKSONVILLE, NORTH CAROLINA ,,� �t\ CAR ,,e
TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR TAXIWAY o�,,- �., DULY, 1994
GROUP _ ct'''' s,Q�.��
gi)* _:::
Member of THE LPA GROUP INCORPORATED• AKING AND MARKING PLANSM-
ATLA TA G LOO T • TON ScCOLUMBIA ScSC r":°q•'' ' E
N A B MING ON, IL CHARLES F P�
GIN,
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL ,, A, 4,�1
REVISION DATE DESCRIPTION BY '�'".<"'''' DRAWING NO.

I I I I
iCD CD 0 IIIIIIIIIII4ll\
r---- I� o0
//
POT 70+00.00 R 5-23 POT 79+66.78 R/W 5-23 POT 79+69.52 R/W 5-23
STA. 0+00.00 EXIST. T/W "A4' STA. 83+23.59 EXIST. T/W 'A' STA. 83+10.14 T/W 'A'
_ - RUNWAY 5- 23 /
- - - - 1 - - t-- 1 - -- - i - -1 - - }---i- - - 1 ___,____ _I- - �--_ - - - L - - — - 1— — — c:: K
- -
""] N 44'23 56 E w ! r
200' (TYP) 1
STA. 82+00.00 R/W 5-23
1
L
d- W • R=100' ••
•
N. ::\ L
(� R=250; . j" �25.6•••. •• R/W STRIPE .
.• • • • • STOP ALL T/W MARKING 3
.� c
W �'� FROM EDGE OF R/W MARKING - - R=125'
_ I— I • • • NEW TLVY-R/W
• R=200 I3 8
(� N • • • • •
i STRIPE I
•
R=100' • • • •
W • •
W I
to •• • • • R=205'
\ .............•
® R=205' '
+ 5
CO I •••:. a > 50' PT 80+55.14 T/W 'A'
45 45 •::•. AI ..I I_�_
• J r ern SEE DETAIL --
Q •1 ••:•:
:....•
.•
.. (Tw.) Vir Q a:1 o PT 80+43.85 T/W 'A' REV. LB =
1----. ...:
W :: I POT 80+58.85 EXIST. TIIW "A" LA
W t /`� PT 80+23.86 EXIST. T/W 'A'
Z 03 + R=100' • • ! —
R=100' R=100' Ott
I— I A
. ........ . ... . .
• • •
= 250' TAPER : .:•: •: • I • • • • • 250' TAPER _ 250' TAPER a- •:•'•/. . . . • . . c...)
T i1*�
••
�j EXIST. T/W 'A'
Q • � y / .I' PI = 79+66.78
_ _'- -- -- I • _ _ _._ � '- --- - `` _' / ���� A= 89'59'28'
TAXIWAY A /- ���.��# SAWCUT AT NEW PAVEMENT EDGE I 99.98'
III I #..-6--------C.=1'-s /' # EXIST. PAVEMENT TO BE REMOVED
N 44'23'S6' E (T/W"A') o
Pr) 00 ��
T/W 'A'
I
P 7 9+69.52
EXIST. T/W "A" CENTERLINE A= 90'00100'
_ POT 70+00.00 EXIST. T/W 'A' / POT 70+00.00 T/W 'A' ECXIST. T/W 'A' NEW 6' WIDE TAXIWAY :cc = 150.00'
STA. 3+99.87 T/W 'A4' STA. 4-F05.00 T/W 'A4" EaTERUNE CENTERLINE STRIPE (T(P.) T/W 'A' MIT :RUNE T = 150.00
�. ,- L = 235.62
\\ )q fl T/W 'A' CENTERUNE
"T/W 'A' REV. CENTERLINE •
rs)
T/W A REV.
N o PI = 79+66.79
in co
ces LL= 89'59'28*
to
R = 135.00'
oci co
T = 134.98
L = 212.04
IIP
410I7
LEGEND ..------------ ----------------------------------
BE OVE�J DUST. PAVEMENTE)vl EXI . TO
50' 25' 0 50' 10C 150 ..1
NEW PAVEMENT :5.1..•.�-•:•� . . .'� :•:'. .:•_.S. [. .. . : :••'':: :'•: :: :'•: . S� . �•.'�•••:�:' ::\1111111441%.
SCALE: 1"= 50' - - •
KEY PLAN
N.T.S.
I 1 I
THE ALBERT J. ELLIS AIRPORT DESIGN SAY DRAWN RAT CHECK PROJECT NO. RAOO4129 """ DATE
IL goATHE LPA GROUP of NORTH CAROLINA, P.B. JACKSONVILLE, NORTH CAROLINA CARP/
LPA � � TRANSPORTATION CONSULTANTS o������Dk. �y =; DULY, 1994
GROUP = = TAXIWAY 'A' WIDENING, REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR : ,INIIIIMIllr i 47,c,
..,,,t
Member of THE LPA GROUP INCORPORATED
••
` � a�E„ , ,-y s
Ms�
STAKING AND MARKING PLAN ==,., o.._•h��Kr-��,:,�
ATLANTA, GA • BLOOMINGTON, IL• CHARLESTON, SC • COLUMBIA, SC "',,�4/N A. ��`. s
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY y',, DRAWING NO.

I I I I
STA. 9+30.45 R/W 5-23 STA. 9+3i.42 R/W 5-23
11111141111
STA. 5+89.83 T/W "A" I STA. 5+73.55 EXIST. T/W "A'
I I RUNWAY 5-23
1----
- - - - i - - - ' - - --L___- - -1 - - ' - - -___ - ' - - - ' - - -1 - ---I - - - ' - -CD _-- o N 44' 23' 56» E CDI I CD __ _-90----------_ CDCD----gp-__- _ ------- ---- -I- -I-
1 o `" CD
I I I
. .
NOTE.
L. -------- _ � LEGEND
PROPOSED CONTOURS INSIDE PAVEMENT AREAS ARE IN 0.20 FT. INTERVALS.
CV
g ? : : °�� 0 - - EXIST 1 FT. CONTOUR PROPOSED CONTOURS OUTSIDE PAVEMENT AREAS ARE IN 1 FT INTERVALS.
-------
PROPOSED------------ --- - EXIST. 5 FT. CONTOUR • PROPOSED PAVEMENT
0.20 FT. CONTOUR EXIST. PAVEMENT REMOVAL Ca
,.11111111111P.71.••1•---
-87
- PROPOSED 1 FT. CONTOUR® ;:..:;.: . ....:.. . .: :' SURVEY CONTROL POINT # 11
-90- PROPOSED 5 FT. CONTOUR ; APPROX PAVEMENT MIWNG AREA STAMPED ALUM . CAP ON ROD F-
EXIST. T/W "A" �• too., ___---------
® EXIST. T/W EDGE LIGHT RW STA 19+61 . 14, RIGHT 189 . 42 W
P. I.= 9+74.36 __________________ EXIST. PIPE ELEV = 86 . 754 =
A- 90 '00'32' PROPOSED PIPE t)
i
R - 100.00' ® ' SILT FENCE
T = 1g1 '
�� m ,i0 r77-111i;
-J a ® ROCK CHECK DAM W_-- �- DITCH FLOW ARROW C)EXIST. ACCESS RD. ____-- SURVEY CONTROL POINT # 1rw
\ STAMPED ALUM . CAP ON ROD -J EXIST. �� CD
�soac
�\ ; �\ __-____Q-i-- RW STA 11+77 . 61, RIGHT 311 . 95
- 0 1 '' PC 4.83 T/W "A' a f- ELEV = 85 . 370
POT 8+34.33 EXIST. T/W "A" LB = �` j I\j,'/
0F •. I HPC 8+34.33 T/W "A" REV. LA__ I -- - ` w ---- __ _ _-_-------------------------- __ _ --- __ --------_ ------- N
_ ' EX.30°'C' 85 y~� ---------__ ____=_=_=-_ ________________________ ___===_=_=_��=tea --------________----_--_---- - ----- ------------------- __.� ---------- _
PC 8+74.34 EXIST. T , - __= \ _ �- =ate- •
ft/ i 1\ :1 -....0%.:....° . IIT+ - ------ - - ----
lk
P I.= 9+94.83
A = 90 '00'00" ��
R = 150.00' 1 • \ _ (--
T = 150.00 \� i-\ 1 ® \Siiii *I Q
T/W "A" REV. CI14114kINE DOS T/W 'A' ® ` N., 1 4 I - 0 ` ` `
_ P. I.= 9+74.35 ,CENTERLINE T/Y `",/t. v
• , " •Tr '1T^. T-. TTr'I!T'.TT1 TAT '1T•� +. TTT' ..T.�. -- - • -- T TTT T�T T-. T1 TTT .T TT'1• rTT-. T� �TT� .T.T
90 00 32 �� _ _
R = 140.0o NE k Rkv.T - 140.02
8)3" ,
L219.93 \\ 'NN ,..\ --- 3 - ----------------------------------------------------------------
\\ \\`� _ ____~ --- 85 Q --------------------------------85_--------------------------------------- 85------------------------------------85_ _______ __ _ ____
_ -/---------J :iiii - xXy �_ ------ ---- _____________________ __ _-------------- --------------- -----�'----------------
----------------------
m---------- ------------------------------------------------------------------------------
m
+ +
50' 25' 0 50' 100' 150'
1- E-
a a 19i0!W!!!!!!tiiiiii0!!!!!!
SCALE: 1"= 50'
co �� m m Q TAXIWAY "A" PROFILE NDTE: . .
•m o 01 a v PROFILES SHOWY ARE REFERS! CED TO THE EXIST. T/W A AND T/W 'A' REV. CENTERLNES.
90 LD> `°> v+ SCALE 1'=1' VERT.
( REFER TO TYPICAL SECTIONS FOR LOCATION OF GRADE POINT. )
J >J + •v + 0 1'-50' HORIZ 90
cnw aw mm � ,
\- - . m a
a
ChM
89 PVI i3+00.00 • • o m g� •� o n 89
�°C cano o� oi. on PVI 19+00.00 or om
• a • ELEV = 87. 50 +m u)co In CO m m ELEV i- 87.45 o m +
Na �> 3 X LC = 100 ^ a+o LC 100' N a>
1 w ~ w % w7-PROPOSED PROFILE w _ c�J w _ >ILI
>w
88 Soo o>.w - �' a w d 88
0.000 X - 0. 120 X + 0.070 X 0.000 X + 0.207-il
o e A ® 0.000 X _ /� ,. A
87
PVI 7+70. 16 - - `- o 0 0 o.. oo v PVI 21+50.00
oto PVI 18+00.00
ELEV = 87.50 o a' ELEV - 87.45
LC = 200' m c^ PVI 14+00.00 ELLCEV 100? 38 +CO +°° LC = 100'
EXIST. GROUND PROFILE + 11103 ELEV 87.38
o) I
� N m 1 LC - 100 ' m 1 -�>
86 uW �> » 86
aW >_j aw a,w
aw
111411111, 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
1 1 1 1
THEmil THE LPA GROUP of NORTH CAROLINA, p.a.
L = J ELLIS Al- • RT DESIGN SAY DRAWN RAT CHECK DAR PROJECT NO. RA004129 DATE
LPA JACKSONVILLF, NORTH CAROLINA . '�� CAA��' ,
-...., 1 JULY, 1994
GROUP TRANSPORTATION CONSULTANTS TAXIWAY 'A' REHABILITATION AND STRENGTHENING AND MIDFIELD TOR TAXIWAY 4°.F 0��ossro,y•
Member Of THE LPA GROUP INCORPORATED - qq = GP-1
GRADING PLAN AND PROFILE �--•••' � ..s.
ATLANTA, GA •BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC /�iy A 'ik1
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY
DRAWING NO.

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NOTE:
IF BASE BID IS ACCEPTED, T/W "A2" WILL NOT BE
41444
CONSTRUCTED. THE CONTRACTOR SHALL REFER TO POT STA. 44+50.00 RW 5-23
SHEET SM-3 AND TS-1 FOR GEOMETRICS AND STA. 0+00.00 T/W "A2'
- - - - _ TYPICAL SHOULDER SLOPES. ---I - - - _ _ _ / ___I_ _ _ !----___ - - - - - - - - -I---- -
o ---- , . RUNWAY 5-23 r,
d- --- --PAVEMENT MIWNG ----------
- . -- .•,:r:.:: r . .y+:C-ri•:+:r:.:r;.:::;it-.:v:'a:f::::t•:G::•::.r:M:;r• 1 ••• • :::t•:jr.:•:a:r:+•:+r•••••- ::; -•- : - :•• .••• ...,r:.:•::.: -• - -: 2- _.
LEGEN D r•ho • _ ---
- EXIST 1 FT. CONTOUR - ------------------- .�Y .'.•.''•. .'.'•• ''. g0
N ----85---- EXIST. 5 FT. CONTOUR PROPOSED PAVEMENT • - =-��; • • : :.
T��r��j1- -- SURVEY CONTROL POINT # 9 '44-
I • • • • • I
PROPOSED 0.20 FT. CONTOUR PAVEMENT REMOVAL STAMPED ALUM. CAP ON ROD
a.. —87 PROPOSED 1 FT'. CONTOUR ----- RW STA 46+31.91, RIGHT 186.97a..
• APPROX PAVEMENT MIWNG AREA --__ EJ�Ey 88.136
CD �9Q— PROPOSED 5 FT. CONTOUR _ • • •
C.�
I— 0 EXIST. T/W EDGE UGHT -`-- ' :'. . . ' •--.': • :..
/ W EXIST. PIPE •::` �:y- � -r•t+�•�LT, l—
Wii
�� NOTE: W
_ PROPOSED PIPE --___----------------
• • • • • -; PROPOSED CONTOURS INSIDE PAVEMENT AREAS ARE IN 0.20 FT. INTERVALS. W
Cn SILT FENCE - - _
4 ROCK CHECK DAM • • •''• •'. - PROPOSED CONTOURS OUTSIDE PAVEMENT AREAS ARE IN 1 FT. INTERVALS. (r)
•
W �— DITCH FLOW ARROW SURVEY CONTROL POINT #3 _ T`i�` ' `j�- -' ---- --____- W
411.
W SrATTPEB AL-F}M--G•AP_9L�_ROD • • • • • - - _
V) ` -' EXIST. SIGN (11
RW STA 43+22.03, RIGHT • • W
ELEV = 85.265 jT ` '-' --- I N ------------
4/ CD
85____ ___ ,_-
_INV ELEV 82.22' O
O _— _---_•---_ ---___ .�—�_ ` - — -----__ O
--- \` IF •—mot- ' • • ••• %• __
�,�- �� ,, ----- -RR�DTECIIO�I_-- -- -
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IP
+ ---- ice
1 i i ,- _-_ _ lftfiER-FitRIC`-- - - -- T-� .�- --- _ -----------—------- -_=_--_-__---------__ ______________ ___ _
H— -- -_ -85 �� -- - -- - :ter - -�---- -85--- ---------------------------- -------
Cl) --------__ \I 1� i i --85 - INV ELEV 81 46' :.•'.: ..•:.:.•:.:.•._..•. .,... _ --- -------------- ______________________•
•
•
•
-
-�____________\-� '//_------ 111111---------------------- ---i_ i ••may. 1 .i��t-�i� - T�. T-.I. T . ----------------- _ ___________-____________- W
•
I I •
Q I I --- ---- ------ --------- �� �/- UNE XIST. T/W "A" Q
-1 -1 CENTERLINE TAN "A --- ------------------------ 9 ..
4+------------------- --------- ------------------- POT STA. 44+50 OOST, TT1N A' ------------_ -------------------_____ ----
---�-- ----_—_ _ --------------------------------------------------- ------------STA. 4+00.26 Tj1N A2 ---______---_ `--`-----------------------
�- _-85__=J;ijill ` __ -----_-------------_______ iiiiiiiiiiiiiiiiiiiiii---------------------------------------
---
.____._________.___ \(_ -- -- --- ----_- __--- -------_50' 25' 0 50' 100' 150' -
____--
j .'
,,- _
SCALE: 1"= 50'
NOTE: . . . . TAXIWAY "A» PROFILE o
PROFILES SHOWN ARE REtERENCED TO THE EXIST. T/W A AND T/W A REV. CEN1ERUNES. c N
( REFER TO TYPICAL SECTIONS FOR LOCATION OF GRADE POINT. ) SCALE 1'=1' VERT. g d
oo
91 - 1"-SO' HORIZ. 8� + 91
PVI 39+00.00 o 03 q II
ELEV 89.45 nq 1-> v>
LC = 200' PROPOSED PROFILE 4-
90 a W - - - 90
+ 0.115 % + OA16 % _ -1- 0.220 - - - - - --
® ® - - - - _ - - - PVI 5)+50.00
LELEV = 90.14
89 - -- -- - - - - - - - --- - - - - - - - -
-
-
- - - - - _ _ - - - - - -- - - - - - - - - - - - Le gee' 89
PVI 48+00.00
ELEV = 89.59
o I.
o * EXIST. GROUND PROFILE LC = 200'
o � 000
88 � qq - - • 88
M
>
a
a
87 87
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
I
A A ... � 0 .11 rATE
THE DESIGN SAY DRAWN HWB CHECK DAR PROJECT NO. RA004129 '��`'CAP
THE LPA GROUP of NORTH CAROLINA, p.a. JACKSONVILLE, NORTH CAROUNA ,.•`'�� R&�;'',,
Q JULY,1994
LPA 111L-= DA= TRANSPORTATION CONSULTANTS TAXIWAY 'A' WDENING, AEI-IRRITATION AND STRENGTHENING AND M DFED CONNECTOR moo.Q otEss►oti �y
GROUP _= -
7. pridiv.1`
Member of THE LPA GROI� P INCORPORATED r GP-3
GRADING PLAN AND PROFILE •y••4FE ..
SC • COLUMBIA SC '' q�N•A,; k``��
ATLANTA, GA • BLOOMINGTON, IL• CHARLESTON, ,
MOBILE, AL• MYRTLE BEACH, Sc • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY '�'� '���•••,.��" DRAWING NO.

I I l I
- - -- - + - - - _----= - - --- - - - � - - _ RUNWAY 5-23 .1_ - - - - ---- 1 I - - - -
o -- ------------------------ - -------------o-------------------- \ N 44' 23 56 E o
CD
+ POT 59+00.00 RAY 5- �
23I -I-.
L.C") STA. 0+00.00 T/W 'A3' w O LC)
LC) CO c0
-----------------------------------7:777.7-1Q ICD-.-.7.-:-.7.77.7.7.777.777.7.7..717.7.7:7...-.7.-...7.7.7.:-----7-..-7,17-----------j
^ 1.�
1.� � ^
® � : � -®- LEGEND
W ------ ----------- - _� _-_- F- - - - EXIST 1 FT. CONTOUR :::' PROPOSED PAVEMENT W
W ,.-' ® SURVEY CONTROL POINT # 8 ----85---- EXIST. 5 FT. CONTOUR w
,.._ ://,\
..:?:,..
-------------------------------
. .Xx
-- ------•s.IAM ED ALUM. CAP ON ROD PROPOSED 0.20 FT. CONTOUR �C�X PAVEMENT REMOVAL =
V) \ / RW STA 60+88.57, RIGHT 191.85 87 PROPOSED 1 FT. CONTOUR t:::;: ::: : ::: C,n
Li--1
: N \I % ELEV = 90.230 -�gp- PROPOSED 5 FT. CONTOUR '•` APPROX PAVEMENT MIWNG AREA
L-LI ___ 0 EXIST. T/W EDGE UGHT W
(� _-- - - / I 7....
. i/ EXIST. PIPECD
(.�
' / •••' / / PROPOSED PIPE CD
CD `i •,;...� \ •1....
.:;_; / �\ �/' SILT FENCE `\\ O
.+ / \ I // 4 ROCK CHECK DAM -I-
SURVEY CONTROL POINT # 4 ,/ �--- DITCH FLOW ARROW N.
\'L) STAMPED ALUM. CAP ON ROD �' ••.. / \ : • \ _ �/ CO
EXIST. SIGN
RW STA 57+54.44, RIGHT 298.99 I . \ \,.
Q - ELEV _ 90.014 -� I I I �' \ / __---_ Q
•} F-
F- POT 53+98.63 EXIST. T/W 'A' ,\ '-- ---- -'� � 9 '- :•:,...:11 I I�..:::.:. \\\ '_ ,_/ _�,�
STA 0+00.00 T/W Cr) 'B2' -- --___ ___ / 1.
• t • r�: \\ / 1 ----------- ----------------- -
Lai
-------------------------------- _ _- ____- -----' -_ 'POT 59+00.00 EXIST. T/W 'A' / :� � '-90 ----__ POT 64+23.04 EXIST. T/W 'A' ------------__ ______ ----- -----------
U ----------------------------------- ---------------- -____--
......_....__...... ..n.:.,_._....._....... =
-- ____- - _-STA 4i-00.04 T 'A3' .f::::'•.% '1 \ . •• \\\\ STA 0+00.00 T/W "Be_' _ -----90
U
- m;j9 5
I-' ------- ------------------ _ -_-----_- ---- ___---------- STA 0+00.00 T/W 'B3' / 'S✓ ---- F-
. ----- -aQ.-_--- - : . '" �. CENTERLINE EX1S . - - ---- ______ ---------
,/// I .
\ \\ •• ••• ...• ...• . .• . .• • .
. .
- ___
_____._ ___
2
______ , . 92
-.Er. -.4. 6 - _ _ _ _ . - _
.1---. kl '--t--. •-•I .-.
--- --�,,N 44 • E ---,, \\ /, - ---- g2 92
r ._...,..__._._..
______ . _ . . . .. .
a► ` , Sty d- 1
/ \ _ . •..�•�,..• LINE /W A \ ,,-
------------- • • • • : . • CENTER T
•
•
qii
------.:_-_:-_-;;;----7---------g- ) • ..-- .-. / A \ . ........ ....„ , , , . .•.....,.:•.,:„.......::::.:„.....:...,::::::.,...„.....„::::::: , ( ,____,-------------------------
_______
_ --- . , i , , I r/ / 1.'2:''.-4.• I I • • - • • • • •-'•'•'• ' •
I .. ._•..-...:::••••:-.%:•*.: ''"'-{6.'::•:.:•.7.:.'.....:•:•..• ,.., \ 1=31 I 1 _.-----------------------------
I \ _ il
\ \ \ _ '�i I 1 -
- 7 I I - f -------
- i l •------ --
/� � _- -� / \- ------ -'.;::'' \ `' ------ "ems
------- / - i \
-----
J _
.:.:.:.: .:.:
1 \
/
T�
D _
r- I II LC� ,�'� ---__ NOTE: >� .� 50' 25' 0 50' 100' 150'
1 II, j �1\ �,/ EXIST. APRON �� . PROPOSED CONTOURS INSIDE PAVEMENT AREAS ARE IN 0.20 FT. INTERVALS. �� -
I 1 I I � V) / PROPOSED CONTOURS OUTSIDE PAVEMENT AREAS ARE IN 1 FT. INTERVALS.
��/ 11 �` \\_�-'/ I-- (.!) �. N SCALE: 1�= 50'
=-
in
NOTE: 00 0 , �►�
+ o�
PROFILES SHOWN ARE REFERENCED TO THE EXIST. T/W 'A' AND T/W 'A' REV. CENTERLINES. 1 M c " ,no) II o vn
( REFER TO TYPICAL SECTIONS FOR LOCATION OF GRADE POINT. ) +°' �'> o N
III 5 �� ` v in 0)
94 PVI 57+00.00�> a k ,\o0o r.000 a w 0 a o 0 94
ELEV = 92.91 0_ > M O 0
LC = 100' a.w 6Q2 9�o., -- - 5 ,� O o'r�
4, Q. a W + O nd O(V
0)
93 • coo - _ 0 5 0> 93
PVI 58+00.00 ri o °0 t0 - •320 9L a w a 4.1
PROPOSED PROFILE _
_ -- - o ELEV = 93.25 +°' +°' *rn PVI 60+00.00 _ - - _ _
0 o LC = 90 II II p ELEV = 93.10 0.00 %
92 OIN , - ' 0"> > > Lo LC = 100' - _ -._ _ • II Q
_ _ o v, .. - .. j-
in°O) 4. Q 26 _ O • t) II NW NW (1W
- -
10
+ °' >
I) 11 --- - (0q 5 W » PVI 63-00.00 :VI\67+00.00
5 - TAX WAY A PROFILE ELEV = 92.14 •L / ,0992.14
91 a W ' ' ` -�- -- Lc = 1 Do 91
EXIST. GROUND PROFILE SCALE: 1 =1 VERT.
,- -
- ' 1"=5O' HORIZ.
-
-
90 - - - -
- - --- ------- -- - - 90
52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 65+00 66+00
.../
- ma
J I A OM MII � DATE
THE DESIGN SAY DRAWN HWB CHECK DAR PROUECT No. RA004129 "":.
LPA ��
THE LPA GROUP of NORTH CAROLINA, p.a. JACKSONVILLE, NORTH CAROLINA CA
JULY, 1994
GROUP = TRANSPORTATION CONSULTANTS TAXIWAY WIDENING, REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR �'°•��o�E 'ati�
,:i4f/)S_,,E -\
i
Member of THE LPA GROUP INCORPORATEDPROFILE
2qi4y41
e,I N -ATLANTA, GA • BLOOMINGTON, IL• CHARLESTON, SC • COLUMBIA, SCGRADING PLAN AND q ........
MOBILE, AL• MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY /�,A ,A\��`y`'�\
DRAWING NO.

I Imumniiimommir I I
O POT 79+66.78 R/W 5-23 POT 79+69.52 R/W 5-23
0 STA. 83+23.59 EXIST. T/W 'A' STA. 83+10.14 T/W 'A'
C' RUNWAY 5-23
' - - - ' - - �- - - ' - - --1 - - ' - - - ' - - - - ' - - - ' - - - ' - - 11► ---1-- - L - -
N 44' 23' 56" E CD ------------- ---- o
0 0 -'
POT 70+00.00 R/W 5-23 I ± ±
STA. 0+00.00 EXIST. T/W 'A4' __ 1-0I Q - '''
LEGEND
N
•
1 CONTOUR
F- - _ EXISTFT. C T
_--- PAVEMENT _-
�;� 8. CONTOUR PROPOSED AVEMEN
W
EXIST. 5 FT CON R
W
SURVEY C0�1 POINT 7
9
. CONTOUR ..,PROPOSED 0.20FT N
-•: PAVEMENT REMOVAL
EM
X -
ON RODj�
M P E ALUM. CAP }�}�� x
® • • • • STAMPED __
PA
D 11087
PROPOS
ED 1 FT. CONTOUR •�:�'::::�:
RW
STA 71 +31 .89 /
RIGHT
178.15
__ //
=
ELEV7
AP PR PAVEMENT MIWNG AREA
88.9 9 -�90- PROPOSED 5 FT CONTOUR '� .••
W : . . _ :-.umr. -: . '' ,g° 0 EXIST. T/W EDGE UGHT ----- \" ,
L'--1 \ • \ t. ' 0 VAS P - --- = EXIST. PIPE1141341k.
\ /��
(JV ` •
. ------ PROPOSED PIPE # ___ , / •
` '� \`� I ® STAMPED ALUM. CAP POINT ON ROD `� /'o ` _--- / SILT FENCE �-�
O O ❑VA PAD RW STA 78+42.99, RIGHT.�I3.67 / .---
\ o� .� ® ROCK CHECK DAM ELEV = 86.078 .-- ® /
�" ® ` / _ �--- DITCH FLOW ARROW I / /
SURVEY CONTROL POINT # 5 97 �- •'•. ___--------
.47 t\ 9 '- I - --- PT 80+5514 /W A
CO - STAMPED ALUM. CAP ON TD.24 _---- - �, -----------------------
EXIST SIGN T ' ' i i
RW -STA--6$+-58. -8 {S I T- -Z- --9 C
N soot VA .�
• ELEV _88.551 7..- •
i --------------- - ------------- ---------
-' 1 `` / I 11 i' ------------
I- '
Q -- - _-- -- -- _ _ I /
\\ ----, = - •:4 i) \I
----------------------- ----- II I t i / �,_-------------------- -_-_ __ ---_-_-_________=__________-----_-_____________________ ______'- 8_ i ` :I,
, 1 t /i :-
��' PT 80+4385 T/W 'A' REV LB =
LLI ----------------------- ` • / ---------__ ______---- -- , i 1 __ _ POT 80+58.85 DUST. T/W 'A' LA.
_ _ _ __ _ _ - +5 -�- __ _ t�=..
ate.
J - - i ` --------------------------------------------------------------------------------------------- -------- --_ _ - ,� r I. A
i ���__- _ PT 80+23.86 EXIST T�IIV A---------- ' �'. :t: ` ------------- --------------------------- ------____-- POT 78+31.81 EXIST T/W 'A' LB: ` • • • ® -
_ PC 78+31.81 T/W 'A' REV. LA.
------- ----
tip. ------------------- -- -----___ � I l
9� _ ---- ------
-----------------------90-------®: :�: :,::`: --------------________-_----------- f- CENTERLINE EXIST T .A» ----------------------___ -_ • _ , ` -
�� ' EXIST. T/W 'A' T/W 'A' REV,
- : ;gQ'.-7.- • .� y--_�- • ------ _ • •
/1 / ® NNN PI - 79+66.78 PI = 79+66.79
-----i--,_____ • •••• ••••°----:.-........--:-::.••••:....i.::.,: •'•'::::••• --.. ..2,:,::.z................ 77-''-- .- - •-•-•:-.-;L'•:Zz• •-
R 100.00
___ ,_ _`- 9 - •., _ �.._ , �`..`_. 89 -_�,_ - ��\ / •ry� / T = 99.98' T 134.98
-92Th, _� -�`- ���.40L ®, - - - L = 157.06 L = 212.04
_�`_= di 16
-' 9� 1 � _ �� , �:� � ____-- _ -- TAN 90%09
ASIIIIIIIIIPP
_ •
•' = '00'
10:1
- -_-- y -----------------_�D------ • --- __ ----_ ___�.- - - - ,,_-E�ITERUNE EXIST. T/W 'A' _
__ ------- 90 --------- _ --- '`CENTERLINE VW A
____-- �, R 150.00'
-T------ --."."---
_-- ---- g® POT 70+00.00 EXIST. T C 'A' --------------------- - _____ - __ ---------_____-- - -78.�18.52 T/IN 'A' _ CENTERLINE T/W 'A'_---------_ L = 235.62
STA. 3+99.87 T/W - --------------------------- - __-__ __---- _- _ ,
--__ ___ --- ---------- __--'- --------------------------------- --_,__ _- __----------------_-----P��8�19.52 EXIST. T/W 'A' `�ENTrFRUNE T/W 'A' REV.
--- ---- ----------------______-_-__________---------------------------------------- l______ - -----------------__-----_ -85- ____---------------
- ---------- ------_----- - _---____------_-------------- __ ___= �=a--- -- -------------------------------
--- -----------__ ____-------------- = --- -._- _--- ---____=__----______--------- --____---- - 50' 25' 0 50' 100' 150'
kif: ------------ ---------------- PROPOSED CONTOURS INSIDE PAVEMENT AREAS ARE IN 0.20 FT. INTERVALS. ------
---------------------
ne�� --- ------ ---- PROPOSED CONTOURS OUTSIDE PAVEMENT AREAS ARE IN 1 FT. INTERVALS. -------- ------------ SCALE: 1"= 50'
AN -
NOTE:
q PVI 68+25.00 TAXI WAY "A" PROFILE PROFILES SHOWN ARE Rl�ttRRENCED TO THE EXIST. T 'A' AND T/W 'A' REV. CENTERLINES.
+0) ELEV = 92.21 I ( REFER 0 TYPICAL SECTIONS FOR LOCATION OF GRADE POINT. )
93 N.I LC = 100' --
> SCALE: 1 '=1' VERT.5 93
Q.5 w 1'=50' HORIZ. u Q
P VI 71 00.00 J -i
0 + 0.056 % ELEV 91.53
>• o0
92 W 92
u e, tO0)
PVI 67+00.00 0 -- PROPOSED PROFILE a ~ 03 u
ELEV = 92.14 0, o - o a
LC = 100' id�i -__ o�` ` W ~W o S w
O Oto in , N
cc co II �'> Q co
ill co
O..W aW � ' OM ~ �_ `398 X >J t+G u W Q �� �> / r ��
O!:[
-0-_
W I� WW U
- - t� on-00 61--,1 J �-°3 a W j/X ��90 N p C W PVI 77 50.00 • o NW II /� 90
ELEV = 89.00 ++ o 03 A 5...--c,.M > , , 'n R
c,,c;
EXIST. GROUND PROFILE _ __ ..„..
0.360-__ LC = 'I /V 03 CO
rn p PVI 82+15.00 N
> ELEV = 89.9E ao u
- 2.► I-- N N o .A �C = 90' H- J 89
89 W ,\ P✓
PVI 76+00.00 --_ k 7
O to w
ELEV = 89.54
c /
LC = 100' o � _ _ - p42
o •
6 oo ^-� \ p X
+,nn c'so �' / 88
88 N a3 II _ � / /
w > PVI 80+00.00
I a w ELEV = 87.95
LC = 200'
68+00 69+00 70+00 71 +00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81 +00 82+00 __}
I 1 I
THE • THE LPA GROUP of NORTH C ARO LINA, p. a.
J. L1 Al R DESIGN SAY DRAWN HWB CHECKDAR PROJECT NO. RAOO4129 DATE
JACKSONVILLE, NORTH CAROUNA C AAA p
'Q,, •....// JULY, 1994
LPA .� = TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, A11ON AND STRENGTHENING AND MIDRELD CONNECTOR -- o�tis�Io �9''
GROUP = All ;l,
UP INCORPORATED �� , n --�
Member of THE LPA GROUP .. VIP v
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC
GRADING PLAN AND PROFILE :---- � -,-
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHI A, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION
BY DRAWING NO.

I I I I
I
444111
I I
,, T N
ov
ID CO
trim v m » » » » a T/W »B2ft mal. + , + , T W Al T/W A3
90 x \ a'WW c�>W 90 95 ____ 95 94 ~.i m 94
x t-J >J t� i M •m m
\cnw aw N • 0o mo I ,N.t'
¢t- c •^ o . v . X3 3
O o si CO to Cr) torn I w�
.•0 • \ cis o � o n cu
Q CO CT) ~.y
89 ow
o�' \ 89 94 �- \ -->- --3— , •N _ - 94 93 •o• o • 93
CD QW UW to GI •.� •.1
117 l�
NO \ dW cnw dw Cr) 1 i j + N
a a W (U > / '� s In O> T
U)Nw N� \ > J Q QQW Q•W /
88 - , I f _ 88 93 Th; 3= - — - - 93 92 92
'`OS — a \ o _ +0. 103 % ev"
it !,500 76 o~m \ 0 16 / / �aN O ----
• /
.. 000•vS \ +0 i sr 3X 'µ
• oorn — — w �` ___--
et 87 PVI 2+14.75 v 87 92 trio Q o 0 92 91 91
ELEV = 87.37 3 X a a W
LC 200' PVI i+55.43 •o NI-
LC
_ I W N N w ELEV = 92.22 0 +
•+tonm LC = 160 ' vta�
86 -- o+m 86 91 - - I-I-W 91 _0+00 .._ - 1+00 2+00 3+00
+ mi
‘tN
•>
aaw
t--I--I
Cl)CC)w I --
0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00
T/W »B 3"
•
97 , - 197
cn 03
.m 3
(--co (-
I -,- _ I T- - - - u)• m 96
96 W� o Q —
» » T/W "A4"
T V� A2 .� 1
• • t,
92 ov �`"•• 92 94 �o� t•a. J
�° • ALTERNATE BID ONLY °� 95 �o ' !!1W
95
HHJ
+ !! + !! Ul(n W /
O O
aW UW \ \ ) w
m. w o..w +0.380 %
� 91 93 __-- __--
91 - — i —� N• e o a 93
\ 94 - — -� 94
Zr Cu ! tna o to
90 —Q--o) - -� 90 92 r---------0 o rn a w 192
+ 0 \ m I •o 93
~ J 93
W�Op
� J OI
!� >
Q'QW \ •0 a. w + u •- ,,0 o)N C7 • •>fw \ fi
89 89 91 �JM ILI
r' a
\ • �4a x . k°9� 0+00 1+00 2+00 3+00
000el° / a
88 ,��.
\ ate 88 90 • n3 X 90 — -
\ 4 / PVI 2+66.56 wo
\ 3 03
ELEV = 90.45
LC 175' T/w "B4"
\ ca tin rn O CD
R. .� I °' +> 89 96
87 PYI 2+13. 33 87 89 t i►R I — 96
ELEV = 87.67 + +m 1-1<i J
LC 270 UM w
\ aaw
cn nnw
a
86 \
-/ 95
86 0+00 I
1+00 2+00 3+00 4+00 95 \ /
\
1 UP
85 \ / 85 94 94
0 � / •
\ .0-- PROPOSED •00
CT) • • 3
aorn ,Lg'1 / 1-
' CL. IV,
B, o+ I k1. /
RCP PIPE V
84 r -� 84 93 O
aaW / • 93
UMW I I / +
I I / aw
83 183 92 'w
I `
__ / 92
I SCALE: 1'=l' V .RT,
iiii
I =
1 50 HO�Z
0+00 1+00 2+00 9 00 4+00 0+00 1+00 2+00 3+00
II)
THE • L - RT J. ELLI RT DESIGN SAY DRAWN RAT CHECK DAR PROJECT NO. RA004129 \,,,�,�,,,tr►, DATE
LPA THE LPA GROUP of NORTH CAROLINA, p. a. JACKSONVILLE, NORTH CAROLINA ,,.��� ,,,,,.
simmi
TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDEN�G, FIAB�LITATION AND STRENGTHENING AND MIDFIELD ��;Q EEssro`�y.,.ti9 DULY 1994
GROUP ,
iz/Tttrt.
Member of THE LPA GROUP INCORPORATED I '.. 7/a9/4 7'
• O0 I GTON IL• CHARLESTON, SC • COLUMBIA, SC CONNECTOR TAXIWAY PROFILES ...Fy�I974' P-1
ATLANTA, GA • BL M Ni
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY DRAWING NO.

r 41•% ,
TOP OF FILL \ TOP OF FILL TOP OF FILL
GROUND UNE -------- H - - = GROUND UNE -'---- H - GROUND UNE H -
u=a..., .u=n=u' .n=u=u.� ,
MI . 141/11.0
pi11 ` 1OD D ` 141111.0ii
. ... .......
D
il;....D ... ii ! I ....®..._ilk
i
D+4 � BUT1/2S PER FT.NOT LESS®THAN D+4 AS BY E � D+4
EARTH
ENGINEER
12' NOR MORE THAN 24'
NORMAL EARTH ROCK FOUNDATION UNSUITABLE MATERIAL
FOUNDATION PIPE IN TRENCH FOUNDATION
TOP OF FILL-\ TOP OF FILL \4k TOP OF FILL
- IN. 11 — MIN.MIN. D=_- ---- ---- IN. - i-IMIN. D= -= GROUND IN. -MIN. D`_'
GROUND
� GROUND F-{ H ,-...-. 1
LINE / - UNE ..:(:(" A' UNE ,�
------ .n. A0 E9
n=a--u.AtIttnir=n=-a=q1=u—
D I .40 ES/ /- - -
ilia- _........
iii
MIN. 1/10 D MIN. 1/10 D - D MIN. 1/10 D - 1 MIN. D MIN.
1/2 PER FT. OF H AS DIRECTED
BUT NOT LESS THAN D+2 BY ENGINEER
12' NOR MORE THAN 24'
NORMAL EARTH ROCK FOUNDATION UNSUITABLE MATERIAL
FOUNDATION PIPE ABOVE GROUND FOUNDATION
GENERAL NOTES: GRANULAR BACKFILL
d = THE MAXIMUM HORIZONTAL DIMENSION. I' / APPROVED BACKFILL OR SELECT BACKFILL MATERIAL
D = THE MAXIMUM HORIZONTAL OUTSIDE DIMENSION
H = THE HEIGHT MEASURED VERTICALLY AT ANY POINT NOTES:
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE 1. HEAVY EQUIPMENT SHALL NOT OPERATE OVER ANY PIPE CULVERT UN11L THE PIPE CULVERT
TOP OF THE EMBANKMENT AT THAT POINT. HAS BEEN PROPERLY BACKF1LLED AND COVERED WITH AT LEAST 3 FEE I OF APPROVED MATERIAL,
OR TO THE PROPOSED FINAL GRADE, WHICHEVER IS LESS.
2. BEDDING SHALL BE CLASS B.
PIPE BEDDING DETAIL \7
N.T.S. Q.)-y
PROPOSED GRADE II I I I I, ,I 1] E2,
H 18'
NCDOT NO.
57 STONE ---
FILTER FABRIC \: .•.�l:. • 6' Lf-1
6'0 PERFORATED • `•.• • 3' >
CORRUGATED PIPE • • �.'
NOTE: UNDERDRAINS SHALL BE
INSTALLED AS DIRECTED
BY THE ENGINEER.
UNDERDRAIN DETAIL 2
N.T.S. D-1
1 1 i 1 -}
THE ALBERT J. ELLIS AIRPORT DESIGN DAR DRAWN RAT CHECKDAR PROJECT NO. RA004129 """ DATE
LPA A THE LPA GROUP of NORTH CAROLINA, p. a. JACKSONVILLE, NORTH CAROLINA P-\N .•CAR
GROUP = ...,Me TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR ion,• c) -,o,.. JULY, 1994
i- /AO')!. --i
Member of THE LPA GROUP INCORPORATED /� IN G • D-1
DR AGE DETAILS ; .���.t
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SCciii y
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA• RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION A' �'` ..
DRAWING NO.

I
I
/ •.• 8'-0' MAX. POST SPACING
/ �.•` ►
.�.-4a.•.a WOVEN WIRE FENCE
0
EROSION CONTROL PLAN• .:_- 41:'.'' CABC .• .• ��' i- 11. s
•! (P-209) •• :.•: :•; �` �N
GENERAL •• . •:..:...I,4 4. +; !.:. ;+.:! s s
-:�. i •.• • r, ....
NOTES: . '``:::� •. •
a,,• ;;... s s
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DETAILED , ` ~' am
; •�:'•:•�: lea*
•. a* '►. —=1 IS 1= i I • • s
CONSTRUCTION PROGRESS SCHEDULE" THESE PLANS AND SPECIFICATIONS PROVIDE 1. AGGREGATE SIZE: USE 2*— 3 INCH WASHED STONE _ _ _
N ANDSAFETY PARAMETERS WHICH MUST BE ••�� '• .;�• QS '�'• :::• I I-I I = I= _I
GENERAL CONSTRUCTION SEQUENCE E 2. DIMENSIONS OF GRAVEL PAD: THICKNESS — 6 INCHES MINIMUM *•: •+' p® ::•. 18' MIN. I —
INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S APPROVED `'•�a• �"' ' ��' '�"`' — 6' MIN. I—
I I
EROSION CONTROL PLAN SHALL BE INCORPORATED INTO THE CONSTRUCTION WIDTH — 12 FOOT MINIMUM OR FULL WIDTH AT ALL POINTS t'' EXIST. GROUND UNE ---'
OF THE VEHICULAR ENTRANCE AND EXIT AREA; '�'* • i••••'.,'
—
SEQUENCE PLAN. : �•4 ••fir ''
' �'��. •: •-'''� SYNTHETIC FILTER FABRIC
WHICHEVER IS GREATER. �'•'''.�,-•' 1�
THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUENTIAL ORDER LENGTH — 50 FOOT MINIMUM '-0•
AS LISTED BELOW: 3. LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING THE ELEVATION VIEW
• MOBILIZATION SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
• ACCESS ROADS (EXIST. ROADS) 4. NO SEPERATE MEASUREMENT OR PAYMENT SHALL BE MADE FOR THIS ITEM
• EROSION CONTROL
• CONSTRUCT WORK ELEMENTS STEEL OR WOODEN POST - /--- WOVEN WIRE FENCE
• SEEDING AND MULCHING
PLANNED TEMPORARY EROSION CONTROL FEATURES GRAVEL ENTRANCE PAD 1 — SYNTHETIC FILTER FABRIC
1. GRAVEL ENTRANCE PAD N.T.S. EC-1 — 0 i
2. ROCK CHECK DAM, ITEM D-753
3. TEMPORARY SILT FENCE, ITEM E-893 3'-0' '
° 181 MIN.
4. EROSION CONTROL MATTING, ITEM E-895 , - EXIST. GROUND UNE
_ _1
OBTAIN EROSION CONTROL PLAN APPROVAL AND OTHER APPLICABLE PERMITS =I I= l==___= 8. I I I I I I III:
PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. 9' A 1 5' 18' MIN. 4»
.I COMPACTED SOIL OR GRAVEL
ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH MIN. --MIN. TRIM — —
ITEMS T-901 AND T-908 OF THE SPECIFICATIONS, WITHIN 21 DAYS OF THE .i •y " n
COMPLETION OF GRADING OPERATIONS. 41: •l• • yy�ipp : •
c,!_ SECTION VIEW
ANY FINES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL OR THE •g .. . Q. :''.
GOVERNMENTAL AGENCIES FOR NON—PERFORMANCE OF THE EROSION CONTROL el•ii!''�'°"'
'��-t.'��•�=REQUIREMENTS OF THIS PROJECT AGAINST THE AIRPORT AUTHORITY SHALL NOTE: INSTALL SILT FENCE WHERE SHOWN ON THE PLANS
BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND ANY SUCH A AND AROUND ALL CATCH BASINS AND MAINTAIN UNTIL
ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED FROM FILTER FABRIC -- i UNTIL DISTURBED AREA IS COMPLETELY STABIUZED.
MONIES DUE AT THE COMPLETION OF THIS PROJECT.
PHASING TEMPORARY SILT FENCE 3
2. INSTALL TEMP. GRAVEL ENTRANCES, TEMP. SILT FENCING AND ROCK CHECK DAMS. N.T.S. EC-1
3. PERFORM GRADING OPERATIONS. CLASS A • ••.• A
EROSION CONTROL ' '
••� .•.. :..•. �� 24' MAX.
4. SEED AND MULCH ANY DISTURBED AREAS. STONE •.••��` • g..
,�•••�,,," St 00 .o,., •. '7 AT CENTER
5. ONCE PERMANENT SEEDING HAS BEEN ESTABLISHED, REMOVE ALL TEMPORARY clr•'�v'" °'`
EROSION CONTROL FEATURES. SEED AND MULCH THE AREAS EFFECTED BY THE t., .o;:�> it:: .:=- ` r •._' • .•�
REMOVAL.
- FILTER FABRIC
MAINTENANCE PLAN SE IM A—A
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR / —
I I I i I M
•�
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF—PRODUCING RAINFALL `
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL i I I i I
BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 1 0
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE TEMPOERARY SILT FENCE
— STAPLES TYP. k a►
::. L = THE DISTANCE SUCH THAT POINTS 1 ( )
WHEN IT BECOMES ABOUT 0"5 FT. DEEP AT THE FENCE. THE SILT FENCE A AND B ARE OF EQUAL ELEVATION to w
oor• i I I
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. A B
'—III — .. L
3. THE ENGINEER MAY DIRECT THAT ADDITIONAL SILT FENCING I 1 I I I ! I
BE INSTALLED AT ANY TIME PRIOR TO FINAL ACCEPTANCE. —
' —III — I 2' I TO BE INSTALLED IN ACCORDANCE
1-1 I 1
,— _ (ALL DIR) CH MANUFACTURERS SPECIFICATIONS
ROCK CHECK DAM , 2 MATTING FOR EROSION CONTROL 4
N.T.S. EC-1 N.T.S. EC-1
I 1 I I
THE A L = J. &THIoR DESIGN DAR DRAWN RAT CHECK DAR PROJECT N0. RA004129 ,,���"�R��,,, ,, DATE
LPAIL THE LPA GROUP of NORTH CAROLINA, �J.a. JACKSOILLE, N CAROLINA ;'‘\`\ �.•..�` 4/ JULY, 1994
TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR `,'oe Q<•;,5 •oy,Q�•.
GROUP N _
_ik
S1 -
EROSION CONTROL PLAN -cr(Vy.:Member of THE LPA GROUP INCORPORATED EC-1
O. EkGtNE�.��
ATLANTA, GA • BLOOMINGTON, IL• CHARLESTON, SC • COLUMBIA, SC
PA• RALEIGH, NC • TAMPA, FL AND DETAILSREVISION DATE DESCRIPTION MOBILE, AL • MYRTLE BEACH, Sc • PHILADELPHIA, BY DRAWING NO.

k
/eo...... .mml.----......;:..q7..., et_ et_
0 CI
om
>win O1m oin co a ao
rt co m 7 m L
co En
- U) aLi ( Ill
m w C 88
88 —� w .! 88 88 rX s I 88 88
— — �- -
86 1 .
86 1 - — 86 ' ` — 86 —— — — 1
86 _ �_ \
_ - - — _ — � _ - - - ' ' tati � n 14 00
-�
Station 9 00 . - - \
, tat i .1 n 11 50 ,
84 84
84 84 84 84 t
W. f N �
O V
n
co>CU
No 82 mm 82
82 cm82 82 82 .
co x ` 88
ro co co
QL n L 88 Lai li
CDm CO N
XE
88 �� Xw 88 88 "' 88 ,
1
— �_ I I -► 1 1 1
- - - 86 1/ 86
—
—F — T�
86 i 1 _ - _ _ 86 86 I _ _ _ _ I 86 - / Station 13-50
`� .
/ 1 _ _ -
\ i — - -L - — -1.______
- - �, -�Stat ion 8 50 \ \- ', tat i 11 n 11 00 84 84
84 84 84 — 84
m
0 v
s
U.)•0 82 m co
¢� N CO 82
COX C
82 82 a •
= to
m 88 "' � 88
N
3 C
90 N 90 88 — W , 88 - - ` _ _ ,L
CO -- - --i---
m — I
On 86 — I— , 86
m _ — — _
COX C I — — - -�— - - L— _ — - - - - �. _ I � \
c
88 W - 88 86 I - 86 Station 13--0 0
- syStat iOn 10 50 84 84
86 — 1 _ - - - - _ _ _ - 86 84 84 CL
Station 8 00 0i
82 co co 82
in
�w m a)
84 — 84 82 ccr co 82 88 IX
- 88
r co
`t L
CO
90 "`
90 �' 88 ` W - 88
-- ---A
MI CS) 86 ,�— � -- I , 86
x - - - - — —
88 _ 88 ' -- — Station 12-50
- - _ _ _ _ _ _ - - _ 86 1 _ - - -' - - _ J �_ _ _ 86
_ __ __ _- ! `� I - - - 7- Station 10 -00 84 84
1 I Q
86 Station--7+50 I 86 84 84o In
m m
Q 82 Ul 82
X
> 0 C 88 —�` i 88
84 — 84 82 a w - 82 _
U, �� 1
,� �, PAVEMENT 3 +, — _
90 am MILLING - 90 88 _ � Y 88 86 - - 1� 1 ` ` ` - 86
+., _ — 1 w — —— I)
X
w — Station 12-001
88 - _ - 1—1 1 j 86
1
1 — Station 9 50
1
Station 7+00 - - - -
86 I 86 84 1 84 82 - 1 1 82
—100 —80 —60 —40 —20 0 20 40 60 80 100 —100 —80 —60 —40 —20 0 20 40 60 80 100 —80 —60 —40 —20 0 20 40 60 80
T / A II II EXISTING GRADE HORIZONTAL - 1 " =20 ' NOTE: CROSS-SECTIONS ARE REFERENCED TO EXIST . T/W " A " CENTER-
PROPOSED GRADE VERTICAL - 1 " =2 ' LINE STATIONING . (REFER TO STAKING AND MARKING PLAN . )
SUBGRADE - - - - - - - -
1 I 1
ALBERT J. ELLIS AIRPORT DESIGN SAY DRAWN SAY CHECKDAR PROJECT NO. RA004129 " DATE
THEIL .Aik THE LPA GROUP of NORTH CAROLINA, p.a. ,,,'_� RI''-,JACKSONVILLF, NORTH CAROLINA CAR 1, '• JULY, 1994
LPA = TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR � �oEss rah ? =;
GROUP _ _
—..... :2 AeOgr
Member of THE LPA GROUP INCORPORATEDCROSS— SECTIONS - �� y XS-1
�ycIu��
SC • COLUMBIA SC ' q � `,
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, -,, ` ,;
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA • RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY DRAWING NO.

1 1 1
Ct-
C L
o COr
n co m m n
m co U II L
1 II a., t CO 0)
+0 N 88 Ei
(n r+
88 lil _ 88 li 88 88 xc
W [L 88
/
I , 1 jiii,_,...
86 86 I _ I �— 86 ,/ _ _ _ _ I
86
Station 16+ 50 Station 19+00 Station 21 +50
84 84 84 — 84 84 84
C q—
cuQ
82 m 82 82 m m — 82 82 tiIoJr_r 82
I On to
03▪ CI)
w, r
i 88 88 '1X CH
w — 88 88 w 86
88
I � � > 86 1 - I -- 66
86 I I ,,� 86 86 1 _ 86 - - L — _ _ _ _ �
_ _ _ _ I
L - - —' _ -�� '�
+ Station 18+50 Station 21 +00
Station 16 00
84
— 84 84 84 84 i -- — 84
ci c
i CL
m �
61m 82 - m 82
82 82 82 82
w
X 88 88 W = 88 88 w " r86
88 wLL
`� � \ L 86 86 \ 86
86 1,,,-----------"--------,,,Li
1 86 86 /— i —�,
— /// L — — — — — — _ _ _ _ � / L — — — _ ► �, _
Station 15+ 50 �-` Station 18+00 Station 20 +50
84 +--- 84 84
84 84 84
1 q—
in m
co" 82 82 I — m 82 82 co m 82
82 4•, L II
88 88 to m 88 -w 88
_ _
86 , � � ► — _ 86 I 86 / / L -T - - - - - - - _L
�. - - - - - - - - -� L - - - - - - - - - _ ' Station 20 +00
Station 15 0 0 -�—�
St a t i O n 17 - 50
84 - 84
84 84 84 84
aCO ,Q
cu co to CC/
82 — 82
82 — — On
n 82 82 — 82 03 in
+, Y, -H
ri
88
88 88 X 88 88 X -- - — 88
— _ — —
86
— 86
86 r 86 86 I I \ 86 L — — - - - - - ' ,
L — -- — — +- — — —4 50 -� Station 17 00 -� Station 19+50
Station 1 �
84 — 84 84 --- 84
84 84 EXISTING GRADE
PROPOSED GRADE
SUBGRADE -
t ( 82 82 T I - 82 82 i 1 l 1 + 1 82
}T
82 1 I 1 —60 —40 —20 0 20 40 60 80
—80
—80 —60 —40 —20/ AO 20A 40 60 80 —80 —60 —40 —20 0 20 40 60 80
� I I
HORIZONTAL - 1. " =20 ' NOTE: CROSS-SECTIONS ARE REFERENCED TO EXIST . T/W " A " CENTER-
VERTICAL - 1 " =2 ' LINE STATIONING . (REFER TO STAKING AND MARKING PLAN . )
1 1 r
ALBERT J ELLIS AIRPORT DESIGN SAY DRAWN SAY CHECKDAR PROJECT N0. RAOO41Z9 A DATE
THEIL., mA THE LPA GROUP of NORTH CAROLINA, p.a. JACKSONVILLE, NORTH CAR L
CA
80",,,,,
�! JULY, 1994
LPA TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR '�°`�.5516' �4,1,--
GROUP _—= _ IX;;4t
1
Member of THE LPA GROUP INCORPORATEDCRcSS - SECTIONSla
hGIN .
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, Sc • COLUMBIA, Sc ".-...
REVISION DATE DESCRIPTION '����`� A. �,�����```
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA • RALEIGH, NC • TAMPA, FLBY "'.t,,,''''
DRAWING NO.

met
o m
On m
°° 90
90 m m 90 90 m 90 90 m
m, t m •CD W
N X C IL
X C w Li
W ••i
Il
88 88 88 88 88 _ _ _ __ —'-- -_ _ _ _ - 88
......„...--rs---"----- -T----""T"----,,.._.. , ---- I ---. ''
,-- ' - I 'T '-- ,, ,,- I I _ , , 86 - .-- --. __.- _--_,
Station 24+0026+50 Station 2�+00
Station
84 84 84 84 84 84
V Qcn m
90 • m 90 90 90 90 co - 90
I II
-Cr CO no w in
m II •, N +i C
X
a) a) "i c W LL
X▪ C W
W LL
88 — 88 88 - 88 88 — _ --- —— —— — — 88
- -i 1 - - - , _,._- - 1 1 _,
______ ____ ____ ____ ________ __ _, _
86 — `�_ �� — _ _ _ 86 86 _�_ — —L� 86 86 — 86
Station 23 50 Station 26+00 Station 28+50
84 - 84 84 84 84 `L 84
03La
03 N
90 — 90 90 in ° 90 90 N m 90
m ^ co ao
m m a-+ -C
r n @ II CO N
I n 0) m X C
to▪ (n X C
X• C IL
W `� 88 88 88 88 — — --- __ - 88
86 _ _ _ ___
,- _ - r ------.--
, _ ,, __ __ _____ ,
_„ 1, ,
„-- 1 I --- --' - - - ____ ____
,- - 1 I , ____ ---- __ ____
- , „
._-. ,
86 86 , , _
-„,, ,....,
_ _ --� + Station 28+00 \\
Station 23 00 Station 25 50
84 - - 84 84 - 84 84 84
90 90 90 ti� 90 90 N co
m m 90
N CO n , II
I u 4Jcn X c
y▪ N X C LL
„y •y W -r+
X C LL-
W �88 88 88 88 88 88
-77`` � —' -
- I I
—` - - ` �.
,, ___ , --)--- ---
-- -..�_
86 - ,,, 86 86 _ �� 86 86 86
L Station 25-00 Station 27+50
Station 22 50
84 84 84 84 84 84
op ao
I fl
.X C EXISTING GRADE ----- ---
88 W 88 90 90 90 n m•
PROPOSED GRADE
co" I
I I SUBGRADE
., s .,� ri
men
C W �
. , I I _ W ``
86 - - _
86 88 88 88 - -�- - 88
Station 22+00 1
j
_ .__
._
- � I — \
__
84 84 86 — _� 86 86 -�-- 86
Station 24 50 Station 27+00
I
82 82 84 i i 84 84 i 84
-80 -60 -40 -20 0 20 40 60 80 -80 -60 -40 -20 0 20 40 60 80 -80 -60 -40 -20 0 20 40 60 80
iA
' IA II HORIZONTAL — 1 =20 ' NOTE: CROSS—SECTIONS ARE REFERENCED TO EXIST . T/W " A " CENTER—
VERTICAL — 1 " =2 ' LINE STATIONING . (REFER TO STAKING AND MARKING PLAN . )
011
I l I
ALBERT J ELLIS AIRPORT
DESIGN SAY DRAWN SAY CHECK DAR PROJECT NO. RA004129 DATE
THE THE LPA GROUP of NORTH CAROLINA, p.a.IPAJACKSONViLLE, NORTH CAROLINA "C A R(;1'�-,,
LPA _ _ ,�� �� ......,, ti -; JULY, 1994
GROUP = — TRANSPORTATION CONSULTANTS TAXIWAY 'A' WIDENING, A110N AND ST =NGTHENING AND MIDRELD CONNECTOR �oct,...;ss 10-.. .
Member of THE LPA GROUP INCORPORATED 0'11.... '..-; ;09s(' 5 , **. ':.:1
MembXS-3
CROSS- SECTIONS � ���• ....
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC _ '-,,,q�,y A, h��,,�'
MOBILE, AL • MYRTLE BEACH, Sc • PHILADELPHIA, PA • RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION
BY �`''t�1.,......''� DRAWING NO.

I I I I
Z Z
(� o
Z co,�,
m �
in 'cr in rn m rn
N W 06 m m II
a) coL
90 -- 90 90 - - .L ---- 90 90T co co X 90
�, x c w w
x w w
wLL
88 - -N_ _ ` 88 88 - ' ' - 88 88 - - ` I - 88
L- -- ' I_ __
_ ., _ __L_____
'- - —L— \ '\ -' Station 36+50\ Station 34+00 \
es 86 86 es es
\
esStation 31t50 \
L
1 _ �;c
84 \ 84 84 � Q—� _-- - — 84 84 — __.____.__ - "- - 84
NT
COI Cfl
., W cO m 1 II
Cr; OD CO m r.
90 �---� 90 90 - L -- 90 90 w` 90
N -� x w
I x c w w
I W lL I
1
88 - - - - 88 88 88 - - _ � - 88 88 ,- �' 1 f 88
\ i,
—�- — �-- Station 36 0 0 \\
86 -' �\ 86 86 Station 33 ► 50 — 86 86 - ' � 86
Station 31 + 00 ..\
r
84
\ 84 84 I 84 84 _
cri co 84
m W ° L
90 m 90 90 �; 90 90 ---- X -- 90
xc LiJw
w w
88 — _ _ —— 88 88 _ — 88 88 —
r I ,77mv - 88
I ' I \,
L_
_.J-- — _ —L_ t a t i n 3 5+5 0
86 - ,�� \ 86 86 - Station ___ - es 86 86
Station 30 +50
H
/ \
rn o
84 - 84 84 84 84 m Cn 84
O V CO m CO m
90 90 90 4,•= 90 90 90
;, L . .(n x c
°�� xc w w
x c W tL
w
_ _ _ 1
- 88
1 1 1 , - , ,-- - -,-
_. ± ......,
____- ---- 1 \ // „ \---- --- ,, 7 /,- I— --- .„
7,
c 86 86 , — - Station 32+50 -- N — 86 86 s __-_ __ _
8686
Station 30 00 \ N .
/' R \\ ti ci_ I
84 - ` ---1-- `L 84 84 co 84 84 m m co EXISTING GRADE - - - - - - -
co °°
PROPOSED GRADE
90 --- w m 90 90 i 90 90 — SUBGRADE
4 _ •r4 W .0
x w
w L
- -
88 - _ — 88 88 _ _ _ �� 88 88 - _ _ - -\ 88
I
.—J— �' ` — 86 es es es - ' Station 34 50 es
es Station 29 + 50 Station 32+00
/ \\
84 - --I—.. I i--- -----1 - 84 84 f 84 84 84
-100 -80 -60 -40 -20 0 20 40 60 80 100 -80 -60 -40 -20 0 20 40 60 80 -80 -60 -40 -20 0 20 40 60 80
T / A I I A II HORIZONTAL — 1 " =20 ' NOTE: CROSS—SECTIONS ARE REFERENCED TO EXIST . T/W " A " CENTER-
VERTICAL - 1 " =2 ' LINE STATIONING . (REFER TO STAKING AND MARKING PLAN . )
I I I
THE THE LPA GROUP of NORTH CAROLINA, p. a.
L - ER J. ELLI Al P R DESIGN SAY DRAWN SAY CHECK PROJECT NO. RA004129 "" iiii , DATE
N. JACKSONVILLE, NORTH CAROLINA CAR
LPA TRANSPORTATION CONSULTANTS oQ�o'c.ssio •• -r DULY, 1994
GROUP = = TAXIWAY A WDENING, REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR ;
1i"
- 41 i Member of THE LPA GROUP INCORPORATED •• 1/A4('P/.. XS-4
CROSS — SECTIONS =:. o,1•. 4,GII4,.., `
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC %,, ,�;y •• •'``c
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA • RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION A. �`�
BY ,J,,,.,,,,o' DRAWING NO.
I

I
Z CL, 1
44%s\
rnr oQ '' �
CCOm m o
°D °r CD
+I 41 t L '� (17
90 90 90 W 90 90 — elLi, 90
BASE BID ONL BASE BID ONLY
88 , '- 1 -I ' - 88 88 7- -- r 88 88 I _ _ _ I - 88
Station 39 00 ` , y,- '`' tat i n 41 50 \ ,`, y'' Station 44+00 ! \
86 ( ` 86 86 7 86 86 v'' -- — — -- 86
7
/ I I f
1 1
I
p Nico n N
01 O in
84 `\ 84 84 84 84 , co up
-'-- - 84
l i \ XC � C
'y r1 C
I o m 1� 90 90 90 W 90
iI 6 m L . BASE BID ONLY BASE B D ONL
82 - 82 — —
x ,
90 L. 90 88 �� ,—� 88 88 ,- I I � ,. 88
Station 41 +00 notation
I 43 50
88 - I— I ' � - 88 �7
z' L_ __ -- �_ N 86 , 86 86 7 ' 86
notation 38 50 c f
86
o c 0 in
86 0 0
f - 84 - co � 84 84 m CO 84
m m In
\ +J In
N/ +fa N
/ 01 Cr) .1 "--1 .1
/' CO m \ 90 W 90 90 - W - 90
84 / 5 1 84 BASE BID ONL
90 " ` 90
, - --., r
--- - - - - --- - ,I_ __ ____
_ ___
___ _ __
88 -- - 1- \\ \ 88 88 I - 88
IH GG
88 �' - _ _ N� 88 - Station 40 +50 +
L_ �� notation 43 00
Station 38 00 �,�, 86 86 86 es
86 ' 86 RR R
i' `L `L
I N o Q o Ln
' \\ 84 84 84 84
me mto m —
84 84 90 w 90 90 �X
90 W 90 BASE BID ONLY 90
L
_ „ � _ 88 � � ' � _—__ I ' �� 88 88 — �' � \ 88
l ' �-'— — _ — -� -' Station 40 +00 ,, ' �
Station 37 50
Station 42+50
86
_ �,'' 86 86 - \ 86 86 86
Q Q
O , o
Q
F
7' m m \�� 84 84 84 — m m EXISTING GRADE
84 / m , I 84 ,,
PROPOSED GRADE
90 W c 90 90 w 90 90 'x C SUBGRADE
BASE BID ONLY
, 1 -
�88 � I I v I � � ,,_l____
'- ' I I 88
L— — — \ // ` �— \, / // •_---�— �� \
Station 37 00 // Station 39 50 Station 42+00
86 ),-' 86 86 — / \ 86 86 86
\
7
7 \
�/ - \
84 ‘ 84 84 I - 84 84 I 84
—100 —80 —60 —40 —20 0 11 20 11 40 60 80 100 —80 —60 —40 —20 0 20 40 60 80 —80 —60 —40 —20 0 20 40 60 80/ A
AHORIZONTAL — 1 " =20 ' NOTE: CROSS—SECTIONS ARE REFERENCED TO EXIST . T/W " A " CENTER—
VERTICAL — 1 " =2 ' LINE STATIONING . (REFER TO STAKING AND MARKING PLAN . )
I i
A • DESIGN SAY DRAWN SAY CHECK DAR PROJECT NO. RA004129 DATE
THE THE LPA GROUP of NORTH CAROLINA, .a.I JACKSONVILLE, NORTH CAROLINA �''�`�����""`
P 4,,, . .,..A.,,,,,,,,,,„ JULY, 1994
LPA iii__ _ 1 i TRANSPORTATION CONSULTANTS
GROUP = = TAXIWAY 'A' WIDENING, REHABILITATION AND STRENGTHENING AND MIDFIELD CONNECTOR .',°.,oss' ,i.�
1.
Member of THE LPA GROUP INCORPORATED - ; ...4. ? '� E / XS-5
CROSS -SECTIONS , ;
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC :/
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA • RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION BY A �`��•.'
" ' DRAWING NO.

CL CL
V N m CD
,i u� Of of
co co In
n +J v,
W X C r, to
90 W 90 90 W 90 92 �' �' 92
..
ASE BID ONLY X c
88 ----- -- --1.- I „
- 90
_� L Station, , 49+00 `. /
+ �` - I _ 1
I . --\ ,
Br_____L__
at Station 46 50 L , _
86 - 86 86 86 88 /'' Station 51150 -- ,, 88
et- '
.,
N N
ai rn
84 ° m cr; 84 84 co m 84 86 CL ' 86
X C X - al m
90 W " 90 90 WLL. 90 92 A 0 92
✓ L
i — �. X C
-r I- - -----. ---- .------ ,- ------ I I ,
L-d-----
88 /' _ 88 88 88 90 _ _ _ - -- '1 - - '''
90 rStation 46+00 -
BASE BID ONLY 88 86 86 86 86 88 '
Station 51 +00
c c_
6
84 84 84 m 84 86 C 86
Lo r, .,
90 W 90 90 W 90 92 92
BASE BID ONLY BASE BID ONLY m L
XC
_ _ _ ,
- ,, s_..,
-I - ---
88 -/ _ -- 88 88 --- _/- - -r
— - , 88 90 90
Station 48+00
�- St a t i n 45+50 I _
86 '' - 86 86 86 88 '' L —� 88
ct. c ,-
Station 50+50
m V t o
�, ini -� to
84 .pu a; co
84 84 m ' 84 86 86
CO N W N
90 90 90 ( II W '' 90 92 `" " 92
BASE BID ONLY BASE BID ONL`'
n
/ - `- - / X C
. ./' --- r , --- -- 1 ____,
i.„..
88 88I 90
� � 1� �� �� � � � � �
' Station 47+50 `
Stati n 45+00 I
_ _ - _
86 86 86 86 88 88
Station 50 +00
n in
a)
84 CT; 84 84 m 84 86 EXISTING GRADE
Ci PROPOSED GRADE
4.1
L
te N Wy r1
Xc SUBGRADE
90 W 90 90 w '~ 90 92 — — — —
BASE BID ONLY m
/
" — - - -r/ _ X C
BB
-'f ----- ---- --- ..,
EL.,
I 88 88 -� - 88 90 90
\
Station 47+00 -
� Station 44+50 '' BASE BID ONLY I I
86 '' 86 86 ' 86 88 '- — 88
Station 49+50
84 I 84 84 84 86
86
\ mi -80 -60 -40 -20 0 11 20 II40 60 80 -80 -60 -40 -20 0 20 40 60 80 -80 -60 -40 -20 0 20 40 60 80
HORIZONTAL — 1 " =20 ' NOTE: CROSS—SECTIONS ARE REFERENCED TO EXIST . T/W " A " CENTER—
VERTICAL — 1 " =2 ' LIN STATIONING . (REFER TO STAKING AND MARKING PLAN . )
THE • ma
DESIGN SAY DRAWN SAY CHECKDAR PROJECT NO. RA004129 ,,,,,,�<<��'�tf�,;�� DATE
THE LPA GROUP of NORTH CAROLINA, p.a. JACKSONVILLE, NORTH CAROLINA C,� ,,
�- -- TRANSPORTATION CONSULTANTS t� �� DULY, 1994
LPA _ _ TAXIWAY WIDENING, REHABILITATION AND STRENGTHENING AND NDFELD CONNECTOR w �� "
GROUP �� � ,� �o Esa,o y'
/' 5 1 �'1i /
Member of THE LPA GROUP INCORPORATED _ 7 2Q( _ XS- 6
ATLANTA, GA • BLOOMINGTON, IL • CHARLESTON, SC • COLUMBIA, SC
CROSS—SECTIONS -' o'... ,iGiuts.
MOBILE, AL • MYRTLE BEACH, SC • PHILADELPHIA, PA • RALEIGH, NC • TAMPA, FL REVISION DATE DESCRIPTION #11,�' A. R� ,,. '�
BY DRAWING NO.