JCA Apron Rehab _ IFB PLANS.pdf

PDF 15 MB Posted Feb 7, 2025

Attached to: Jackson County Airport West Apron Pavement Rehab
Solicitation number: PE-67800-NONST-2025-000000013
Issued by: Jefferson County, Georgia

About this file

Written by GovTribe AI · Feb 10, 2025

This is a set of construction bid plans from Kimley-Horn and Associates for the Jackson County Airport Apron Pavement Rehabilitation project in Jefferson, Georgia, issued for bid in January 2025. The project involves rehabilitating the airport's transient and terminal aprons, including crack sealing, seal coating, asphalt overlay, installation of new aircraft tie-downs, and pavement marking. The work includes a 1.5-inch asphalt concrete overlay, installation of crack relief interlayer, adjustment of drainage structures, application of P-608 emulsified asphalt seal coat, and restriping of taxiway centerlines and aircraft parking positions. The project requires coordination with ongoing terminal building construction and maintaining airport operations during construction phases.

The project is designed by Kimley-Horn (Project No. 017999000) with survey work by Patterson & Dewar Engineers. The construction includes specific provisions for various aircraft types including Piper PA-28, Diamond DA-42, Cessna Citation, and King Air 350. The work must comply with Georgia Department of Transportation Standard Specifications (2021 Edition) and FAA specifications for electrical items. The project involves extensive safety and phasing requirements to maintain airport operations, including the use of barricades, temporary markings, and coordination with airport management for NOTAMs. Geotechnical investigation reveals pavement thickness varying from 4.0 to 4.75 inches of existing asphalt over 4.0 to 7.0 inches of base material.

View the file

Other files

File	Type	Posted
17999000 _ Airport Apron _ Feb 2025 Legal Ad.pdf	PDF	Feb 7, 2025
JCA Apron Rehab _ IFB CONTRACT DOCUMENTS.pdf	PDF	Feb 7, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

JACKSON COUNTY AIRPORT

APRON PAVEMENT REHABILITATION

JACKSON COUNTY

67 ATHENS STREET

JEFFERSON, GEORGIA 30549

PHONE: (706) 367-1493

CONTACT: TOM STRONG, AIRPORT MANAGER

KIMLEY-HORN AND ASSOCIATES, INC

11720 AMBER PARK DRIVE, SUITE 600,

ALPHARETTA, GA 30009

PHONE: (470) 890-4305

CONTACT: REBECCA M. COLLINS, P.E.

ENGINEER:OWNER: SURVEYOR:

PROJECT OWNER AND CONSULTANT INFORMATION

PATTERSON & DEWAR ENGINEERS

850 CENTER WAY

NORCROSS, GA, 30071

PHONE: (770) 453-1410

CONTACT: ZACH BUFFINGTON, PLS

VICINITY MAP

1" = 1 MILE

LOCATION MAP

1" = 1500'

D ra w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ G

-0

-C O

.d w g G

-0

Ja n

, 2

am by : S am .M al te

This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

COVER

G-000 SHEET 01 of 14

NOTE: ALL MATERIALS USED SHALL BE IN ACCORDANCE WITH GEORGIA

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,

CONSTRUCTION OF TRANSPORTATION SYSTEMS, 2021 EDITION, OR BY

SPECIAL PROVISION, EXCEPT FOR ELECTRICAL ITEMS OF WORK, WHICH

SHALL BE IN ACCORDANCE WITH APPLICABLE FAA SPECIFICATIONS.

PROJECT AREAPROJECT AREA

JEFFERSON, GEORGIA

GDOT PID XXXXXX

KIMLEY-HORN PROJECT NO. 017999000

JANUARY 2025

ISSUED FOR BID PLANS

SHEET INDEX

SHEET NUMBER SHEET TITLE DRAWING NUMBER

01 COVER G-000

02 QUANTITIES, GENERAL NOTES, AND LEGEND G-001

03 PROJECT LAYOUT AND SAFETY PHASING PLAN G-101

04 PROJECT LAYOUT DETAILS G-102

05 SURVEY CONTROL AND BORING LOG G-201

06 EXISTING CONDITIONS PLAN C-101

07 GRADING, DRAINAGE AND EROSION CONTROL PLAN C-201

08 PAVING PLAN C-301

09 PROFILES C-302

10 SEAL COAT PLAN C-401

11 MARKING AND STRIPING PLAN (SHEET 1 OF 2) C-501

12 MARKING AND STRIPING PLAN (SHEET 2 OF 2) C-502

13 CONSTRUCTION DETAILS (SHEET 1 OF 2) C-601

14 CONSTRUCTION DETAILS (SHEET 2 OF 2) C-602

D ra w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ G

-0

-C O

.d w g G

-0

, 2

am .M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

QUANTITIES, GENERAL

NOTES, AND LEGEND

G-001 SHEET 02 of 14

ABBREVIATIONS

AC ASPHALT CONCRETE

ALT ALTERNATE

ARP AIRPORT REFERENCE POINT

BC BEGINNING OF CURVE

BM BENCH MARK

CBR CALIFORNIA BEARING RATIO

CF CUBIC FEET

CL CENTER LINE

CO CLEANOUT

CONC CONCRETE

CMP CORRUGATE METAL PIPE

CTB CEMENT TREATED BASE

CY CUBIC YARD

DIA DIAMETER

DI DROP INLET

DWG DRAWING

E EAST, EASTING

EA EACH

EC END OF CURVE

(E) EXISTING

ELEV, EL ELEVATION

EP EDGE OF PAVEMENT

EQ EQUAL

EX, EXIST EXISTING

FAA FEDERAL AVIATION ADMINISTRATION

FAR FEDERAL AVIATION REGULATION

FG FINISHED GRADE

GA GENERAL AVIATION

GB GRADE BREAK

HP HIGH POINT

ID INSIDE DIAMETER

IE INVERT ELEVATION

L LENGTH

LAT LATITUDE

LF LINEAR FEET

LONG LONGITUDINAL

LS LUMP SUM

LT LEFT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MULT MULTIPLE

MSL MEAN SEA LEVEL

N NORTH, NORTHING

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN VERTICAL DATUM

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFSET

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PI POINT OF INTERSECTION

PL PROPERTY LINE

PC POINT OF CURVATURE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

R RADIUS

RCP REINFORCED CONCRETE PIPE

ROFA RUNWAY OBJECT FREE AREA

ROFZ RUNWAY OBSTACLE FREE ZONE

RP RADIUS POINT

RPR RESIDENT PROJECT REPRESENTATIVE

RPZ RUNWAY PROTECTION ZONE

RSA RUNWAY SAFETY AREA

RT RIGHT

RWY RUNWAY

S SLOPE

SD STORM DRAIN

SEC SECTION

SF SQUARE FEET

SPEC SPECIFICATIONS

STA STATION

STD STANDARD

SWPPP STORM WATER POLLUTION PREVENTION PLAN

SY SQUARE YARD

TOFA TAXIWAY OBJECT FREE AREAS

TOPO TOPOGRAPHY

TOW TOP OF WALL

TSA TAXIWAY SAFETY AREA

TWY TAXIWAY

TYP TYPICAL

VC VERTICAL CURVE

VERT VERTICAL

VSR VEHICLE SERVICE ROAD

1. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS.

2. THE CONTRACTOR'S SUPERINTENDENT SHALL BE ON SITE AT ALL TIMES DURING WORKING HOURS WHILE THIS PROJECT IS IN PROGRESS. THE CONTRACTOR'S SUPERINTENDENT SHALL BE THE DESIGNATED RESPONSIBLE CONTRACTOR REPRESENTATIVE, AND SHALL BE AVAILABLE IN CASE OF EMERGENCIES ON A 24-HOUR

DAILY BASIS.

3. SEE SPECIFICATIONS FOR SAFETY, SECURITY AND OPERATING REQUIREMENTS.

4. THE PROVISIONS OF FAA ADVISORY CIRCULAR 150/5370-2G, "OPERATING SAFETY ON AIRPORTS DURING CONSTRUCTION", APPLY TO THIS PROJECT.

5. CONTRACTOR ACCESS TO WORK AREAS SHALL BE AS NOTED ON THE PLANS. SEE SPECIFICATIONS FOR SECURITY REQUIREMENTS FOR THE USE OF THE AIRPORT GATE.

LOCATIONS OF HAUL ROADS FROM STAGING AREAS SHALL BE AS NOTED ON THE PLANS AND SHALL BE COORDINATED WITH THE AIRPORT SPONSOR TO MINIMIZE

IMPACTS ON THE AIRPORT.

6. ROADS USED AS CONTRACTOR ROUTES WILL BE USED BY OTHER VEHICLES. THE CONTRACTOR SHALL NOT INTERFERE WITH OTHER VEHICLE TRAFFIC AND SHALL YIELD

TO EMERGENCY VEHICLES ALONG ANY OF THE PUBLIC ROADS.

7. THE CONTRACTOR SHALL FURNISH ALL PLANTS, LABOR, MATERIAL, EQUIPMENT, AND TRANSPORTATION NECESSARY TO CONSTRUCT ALL ELEMENTS OF THIS PROJECT AS DESCRIBED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. THE PROJECT PAY ITEMS ARE INTENDED TO BE INCLUSIVE OF ALL WORK TO BE PERFORMED AS SHOWN IN THESE PLANS. ALL INCIDENTAL WORK TO COMPLETE THE PROJECT, TO THE SATISFACTION OF THE RESIDENT PROJECT REPRESENTATIVE (RPR), SHALL BE

INCLUDED IN THE COST OF PERFORMING THE VARIOUS ITEMS OF WORK.

8. THE RULES, REGULATIONS AND REFERENCE SPECIFICATIONS, ENUMERATED HEREIN, SHALL BE CONSIDERED MINIMUM REQUIREMENTS. THEY SHALL NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING HIGHER GRADES OF MATERIAL AND WORKMANSHIP THAN ARE SPECIFIED HEREIN, OR WHEN SO REQUIRED.

9. THE CONTRACTOR SHALL PAY CLOSE ATTENTION TO THE SAFETY PLANS AND TO THE AIRPORT SAFETY REQUIREMENTS SECTION OF THE SPECIFICATIONS. THESE SHALL

BE STRICTLY ENFORCED.

10. CONSTRUCTION WILL BE IN AIRPORT OPERATIONAL AREAS. ALL RUBBISH AND DEBRIS RESULTING FROM WORK SHALL BE REMOVED FROM THE SITE BY THE

CONTRACTOR AS NEEDED THROUGHOUT THE DAY AND A MINIMUM OF ONCE DAILY.

11. PERMITS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS FOR CONSTRUCTION, CONSTRUCTION RELATED

ACTIVITIES, AND EQUIPMENT.

12. CLOSURES: WHEN CLOSURES ARE REQUIRED, THEY SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS DETAILED IN THE SAFETY PLANS.

13. SURPLUS MATERIAL: UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE, ALL SURPLUS MATERIAL AND EQUIPMENT BELONGING TO HIM/HER, OR SUBCONTRACTOR'S FORCES AND RESTORE THE SITE TO THE SATISFACTION OF THE RPR.

14. THE CONTRACTOR SHALL ATTEND A PRECONSTRUCTION MEETING PRIOR TO BEGINNING WORK, TO COORDINATE WORK PROCEDURES WITH ALL INTERESTED PARTIES.

THE CONTRACTOR SHALL ALSO ATTEND ALL JOB MEETINGS CALLED BY THE RPR. THE CONTRACTOR SHALL CONTACT A PRIVATE UTILITY LOCATOR AND AIRPORT REPRESENTATIVES TO IDENTIFY UNDERGROUND CABLES, WATERLINES, ETC., PRIOR TO STARTING WORK. A MINIMUM OF 2 BUSINESS DAYS IS REQUIRED FOR

IDENTIFICATION OF AIRPORT UTILITIES.

15. ALL SALVAGEABLE ITEMS REMOVED FROM THE WORK SITE SHALL REMAIN THE PROPERTY OF THE AIRPORT AS DIRECTED.

16. CONTROL: THE CONTRACTOR SHALL SET BASIC REFERENCE LINE AND BENCH MARK GRADE CONTROL FROM WHICH THE WORK IS BUILT. ALL ELEVATIONS ARE BASED ON USGS DATUM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING THE CONTROL AND FURNISHING ALL ADDITIONAL STAKING AND MARKING NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL CAREFULLY PRESERVE ALL CONTROL AND WILL BE RESPONSIBLE FOR THE COST OF RESETTING ANY CONTROL DESTROYED OR DISTURBED DUE TO NEGLIGENCE OR CONSTRUCTION EFFORTS OF THE CONTRACTOR.

17. EXISTING UTILITIES: THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN AREAS OF EXISTING UTILITIES. EXISTING UTILITIES SHALL BE LOCATED (POT HOLED) AND MARKED IN ADVANCE OF EXCAVATION IN ALL AREAS. ANY DAMAGE DONE TO FUNCTIONING UTILITIES SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT HIS/HER EXPENSE AND AS DIRECTED. THE LOCATION OF ANY UTILITIES SHOWN ON THE PLANS IS APPROXIMATE ONLY, DEPTHS ARE NOT KNOWN.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING ALL DAMAGE TO AIRPORT PROPERTY CAUSED BY HIS/HER FORCES AND HIS/HER

SUBCONTRACTOR'S FORCES.

18. HAUL ROUTES: LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON THE PLANS OR AS APPROVED BY THE RPR AND/OR AIRPORT OPERATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL ROUTE. THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED AND DETERMINED BY THE CONTRACTOR, THE RPR AND AIRPORT REPRESENTATIVES. FENCING, DRAINAGE, GRADING AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE AIRPORT OPERATIONS PRIOR TO THE WORK. ALL ON-SITE ACCESS ROADS SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES. PHOTOGRAPHS AND A VIDEO OF THE HAUL ROUTES SPECIFIED BY THE PLANS MUST BE PROVIDED BY THE CONTRACTOR BEFORE AND AFTER CONSTRUCTION TO THE AIRPORT ADMINISTRATION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO HAUL ROUTES RESULTING FROM

CONSTRUCTION TRAFFIC.

19. HAUL ROUTES ON AIRFIELD PAVEMENT: ALL HAUL ROUTES ACROSS PAVEMENTS SHALL REQUIRE PLACEMENT OF STEEL PLATING PER THE DIRECTION OF THE RPR TO PROTECT EXISTING PAVEMENT. DAMAGE TO PAVEMENTS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

20. CONSTRUCTION LIMITS: ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES. ABSOLUTELY NO CONTRACTOR VEHICLES WILL BE ALLOWED ON OTHER ACTIVE MOVEMENT AREAS. CONTRACTOR HAUL ROUTES ACROSS ACTIVE AIRFIELD PAVEMENTS WILL REQUIRE CONSTRUCTION TRAFFIC TO YIELD TO AIRCRAFT SIGNAGE AS COORDINATED WITH AIRPORT PERSONNEL.

21. CONTRACTOR UTILITIES: STAGING AREAS DO NOT HAVE UTILITIES. ANY UTILITIES REQUIRED BY THE CONTRACTOR SHALL BE COORDINATED WITH THE UTILITY

COMPANIES AND SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

22. ASPHALT CONCRETE REMOVAL AND DISPOSAL: ALL ASPHALT PAVEMENT DESIGNATED FOR REMOVAL SHALL BE PULVERIZED. THE RESULTING GRINDINGS SHALL BE

HAULED AND PLACED IN THE LOCATION SHOWN ON THE PLANS.

23. CEMENT CONCRETE WASTE DISPOSAL: ASPHALT AND CONCRETE RUBBLE/WASTE MATERIAL REMOVED FROM THE CONSTRUCTION AREA SHALL BE REMOVED FROM AIRPORT PROPERTY. RUBBLE WILL NOT BE DISPOSED OF IN ANY WASTE AREA SHOWN ON THE PLANS. PAVEMENT/FOUNDATION REMOVAL MATERIALS SHALL BE

DISPOSED OFFSITE OR REUSED UNDER INSTRUCTION OF THE RPR.

24. COORDINATION OF CONSTRUCTION ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN THE SUBCONTRACTORS AND THE RPR. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE RPR AND AIRPORT

OPERATIONS REPRESENTATIVES.

GENERAL NOTES

1. ALL EXISTING STRUCTURES ENCOUNTERED WITHIN THE ESTABLISHED LINES, GRADES, OR GRADING SECTIONS SHALL BE REMOVED BY THE CONTRACTOR, UNLESS SUCH EXISTING STRUCTURES ARE OTHERWISE SPECIFIED TO BE RELOCATED, ADJUSTED, SALVAGED, ABANDONED IN PLACE, REUSED TO THE WORK OR TO REMAIN IN PLACE.

2. SHOULD THE CONTRACTOR ENCOUNTER AN EXISTING STRUCTURE (ABOVE OR BELOW GROUND) WITHIN THE WORK AREA LIMITS FOR WHICH THE DISPOSITION IS NOT INDICATED ON THE PLANS, THE ENGINEER SHALL BE NOTIFIED PRIOR TO DISTURBING SUCH STRUCTURE. THE DISPOSITION OF EXISTING STRUCTURES SO ENCOUNTERED

SHALL BE DETERMINED BY THE ENGINEER.

3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE DISCONNECTION, MODIFICATION, AND/OR REMOVAL OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND PAY ANY RESULTING FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES ASSOCIATED WITH THE DISCONNECTION, MODIFICATION, RELOCATION, RECONNECTION, AND/OR REMOVAL OF UTILITIES.

4. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED AND/OR RELOCATED SHALL BE COORDINATED WITH THE

AFFECTED UTILITY COMPANY.

5. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING PUBLIC OR PRIVATE UTILITIES.

6. ANY EXISTING UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY UNDERGROUND OBSTACLES OR ABOVE GROUND UTILITIES THAT MAY OCCUR ON THE SITE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY SUCH FEATURES. THE CONTRACTOR SHALL GIVE PROPER AND SUFFICIENT NOTICE TO ALL UTILITY COMPANIES REGARDING REMOVAL/RELOCATION OF ALL SERVICE LINES. UNLESS OTHERWISE NOTED ON THE PLANS ALL UNDERGROUND UTILITIES WHICH ARE TAKEN OUT OF SERVICE SHALL BE REMOVED AND THE EXCAVATIONS/TRENCHES BACK FILLED IN ACCORDANCE

WITH PROJECT SPECIFICATIONS.

7. DAMAGE TO ANY EXISTING IMPROVEMENTS AS A RESULT OF THE CONTRACTOR’S OPERATIONS WILL BE REPLACED AT CONTRACTOR’S SOLE EXPENSE AND TO THE

SATISFACTION OF THE ENGINEER.

DEMOLITION GENERAL NOTES

SUMMARY OF QUANTITIES

D D D

D D

RUNWAY 35 PAPI

RUNWAY 17 PAPI

AIRPORT TERMINAL

CONTRACTOR

HAUL ROUTE CONTRACTOR

STAGING AREA

CENTER

TRANSIENT APRON

B D

O P

G H

I J

LOW PROFILE BARRICADES TO

BE INSTALLED AT RSA, TYP.

CONTRACTOR-SUPPLIED TEMPORARY CLOSED TAXIWAY

MARKING TO BE PLACED AT ENTRANCE TO RUNWAY, TYP.

NEW AIRPORT

TERMINAL, BY OTHERS

RUNWAY 17-35 (5,010'L X 75'W)

HIGHWAY 82N

AIRPORT RD

LAUREN DR

LYLE FIELD RD

LYLE FIELD

TAXIWAY A

HIGHWAY 82N

SKY HARBOR WAY

TERMINAL APRON

D ra w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ G

-1

N .d w g

G -1

, 2

.M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

N O

WORK ITEMS:

LEGEND

EXISTING EDGE OF PAVEMENT

AIRPORT PROPERTY / R.O.W. LINE

EXISTING FENCE

RUNWAY PROTECTION ZONE

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

CONTRACTOR HAUL

LOW PROFILE BARRICADES

LIMITS OF CONSTRUCTION

PROJECT GENERAL NOTES

1. THE CONTRACTOR'S STAGING AREA, ACCESS ROUTE FOR INGRESS AND EGRESS FROM THE

AIRPORT AND HAUL ROUTE SHALL BE AS SHOWN ON THIS SHEET. CHANGES TO AIRPORT

ACCESS OR HAUL ROUTE SHALL BE COORDINATED WITH ENGINEER AND OWNER.

2. CONTRACTOR'S STAGING AREA SHALL BE USED FOR THE CONTRACTOR'S FIELD OFFICE, AS A

SITE FOR PARKING CONSTRUCTION EQUIPMENT, AS AN AUTOMOBILE PARKING AREA FOR THE

CONTRACTOR'S EMPLOYEES, AND IN GENERAL AS A BASE OF OPERATIONS FOR THE

CONTRACTOR.

3. THE CONTRACTOR SHALL CONFINE HIS ACTIVITIES TO THE ACCESS ROUTE, THE HAUL ROUTE, THE STAGING AREA AND CONSTRUCTION AREA, AND SHALL NOT PERMIT HIS EMPLOYEES OR

EQUIPMENT TO ENTER OR CROSS ANY PORTION OF THE AIRPORT OPERATIONS AREA

(RUNWAYS, TAXIWAYS, APRONS) OR PERFORM ANY CONSTRUCTION WITHIN THIS AREA

WITHOUT PRIOR PERMISSION FROM DESIGNATED AIRPORT REPRESENTATIVE.

4. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS

(WITHIN THE CONSTRUCTION LIMITS), INCLUDING THE ACCESS ROUTES AND STAGING AREAS,

TO THEIR ORIGINAL CONDITION. NO SEPARATE PAY ITEM FOR THIS WORK.

5. ALL REQUIRED BARRICADES, SPECIAL MARKING, AND FLAGGING OF AIRPORT OPERATIONS

AREAS, ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO

THE REQUIREMENTS OF FAA ADVISORY CIRCULAR NO. 150/5370-2G FOR CONSTRUCTION ON

AIRPORTS. NO SEPARATE MEASUREMENT OR PAYMENT FOR THESE ITEMS.

6. THE CONTRACTOR SHALL HAVE A RADIO AVAILABLE AND IN USE AT ALL TIMES WHILE

WORKING ON THE AIRFIELD (122.975). TWO-WAY RADIO COMMUNICATION SHALL BE REQUIRED

FOR ALL VEHICLES USING CONTRACTOR'S HAUL ROUTE.

7. THE AIRPORT MANAGER SHALL ISSUE NOTAMS REGARDING CONSTRUCTION ACTIVITIES IF

NEEDED AND IS TO BE KEPT INFORMED REGARDING AIRFIELD CONDITIONS DURING

CONSTRUCTION. ACTIVITIES REQUIRING A NOTAM SHALL REQUIRE AT LEAST 72 HOURS

NOTICE TO AIRPORT MANAGEMENT BY THE CONTRACTOR.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ALL

EXISTING UTILITIES OR PIPELINES IN THE CONSTRUCTION AREA, REPAIRS TO EXISTING

UTILITIES OR PIPELINES (ON OR OFF AIRPORT PROPERTY) DAMAGED BY CONTRACTOR SHALL

BE THE RESPONSIBILITY OF THE CONTRACTOR. NO REIMBURSEMENT SHALL BE ALLOWED FOR

UTILITY / PIPELINE REPAIR OR REPLACEMENT.

9. CONTRACTOR'S ATTENTION IS CALLED TO SAFETY PROVISIONS OF SPECIFICATIONS AND

PARTICULAR TO SECTION 01030 (CONSTRUCTION SAFETY PLAN) THAT REFERS TO FAA

ADVISORY CIRCULAR NO. 150/5370-2F (OR LATEST EDITION).

10. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFICATION AND LOCATIONS OF ALL SURVEY

MARKERS IN THE CONSTRUCTION AREA. MARKERS DISTURBED BY THE CONSTRUCTION SHALL

BE REPLACED WITH AN EQUIVALENT OR A REPORT MADE TO THE ENGINEER AS TO WHY THE

MARKER COULD NOT BE REPLACED.

11. CONTRACTOR TO REMOVE TRASH AND FOREIGN OBJECT DEBRIS (FOD) DAILY.

12. THIS PROJECT UTILIZES GEORGIA STATE PLANE-WEST COORDINATES.

13. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS OF FAA ADVISORY CIRCULAR

NO.150/5210-5D FOR PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AIRPORT.

FLASHING LIGHT SHALL BE REQUIRED FOR ALL VEHICLES USING CONTRACTOR'S HAUL ROUT.

ALL VEHICLES MUST BE PROVIDED WITH A FLAG ON A STAFF ATTACHED TO THE VEHICLE SO

THAT THE FLAG SHALL BE READILY VISIBLE. THE FLAG MUST BE AT LEAST A 3' BY 3' SQUARE

HAVING A CHECKERED PATTERN OF INTERNATIONAL ORANGE AND WHITE SQUARES ORANGE

AND WHITE SQUARES AT LEAST 1' ON EACH SIDE.

GENERAL SEQUENCE OF CONSTRUCTION

1. PRE-CONSTRUCTION MEETING TO BE HELD ONSITE PRIOR TO

COMMENCEMENT OF ACTIVITIES. ENGINEER TO SCHEDULE AND

CONTACT ALL ATTENDEES TO INCLUDE, BUT NOT LIMITED TO; OWNER,

AGENCY REPRESENTATIVES, CONTRACTORS AND SUB-CONTRACTORS.

2. CONTRACTOR TO INSTALL EROSION CONTROL BMPs PRIOR TO GROUND

DISTURBANCE.

3. CONTRACTOR TO OBLITERATE EXISTING MARKINGS BY WATER

BLASTING.

4. CONTRACTOR TO CLEAN ALL JOINTS AND CRACK AND CRACK SEAL

TRANSIENT AND TERMINAL APRONS.

5. CONTRACTOR TO SEAL COAT TERMINAL APRON.

6. CONTRACTOR TO OVERLAY CENTER TRANSIENT APRON, ADJUST INLET

GRATES TO GRADE AND DRESS SHOULDERS TO DRAIN.

7. CONTRACTOR'S SURVEYOR TO LAY OUT PROPOSED AIRCRAFT

TIE-DOWNS AND APRON STRIPING.

8. CONTRACTOR TO INSTALL TIE-DOWN ANCHORS ON CENTER TRANSIENT

APRON AS PER PLANS.

9. CONTRACTOR TO PLACE TEMPORARY MARKING ON CENTER TRANSIENT

AND TERMINAL APRONS AFTER ASPHALT HAS CURED.

10. CONTRACTOR TO MARK PERMANENT PAINT 30 DAYS AFTER PLACEMENT

OF TEMPORARY MARKINGS.

11. CONTRACTOR TO MULCH AND SEED ALL DISTURBED AREAS.

12. DESIGN PROFESSIONAL AND OWNER TO INSPECT SITE FOR

CONSTRUCTION COMPLIANCE. CONTRACTOR TO REPAIR ITEMS

DETERMINED UNSUITABLE.

1. CRACK SEAL AND OVERLAY CENTER TRANSIENT APRON.

2. INSTALL NEW TIE-DOWNS ON CENTER TRANSIENT APRON.

3. CRACK SEAL AND SEAL COAT TERMINAL APRON.

4. RE-MARK CENTER TRANSIENT AND TERMINAL APRON.

PROJECT LAYOUT AND

SAFETY PHASING PLAN

G-101 SHEET 03 of 14 w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ G

-1

N .d w g

, 2

.M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

PROJECT LAYOUT

DETAILS

G-102 SHEET 04 of 14

LOW PROFILE BARRICADE NOTES:

1. MAXIMUM TOTAL HEIGHT OF BARRICADES SHALL NOT BE MORE THAN 18 INCHES.

2. TYPICAL BARRICADE SHALL BE PLACED, ALONG THE LIMITS OF THE PHASES OF WORK, AS SHOWN IN THESE PLANS TO DELINEATE THE CONTRACTOR'S WORK AREAS

AND CLOSED TAXIWAYS/TAXILANES/APRONS.

3. BARRICADES SHALL EITHER BE WATERFILLED OR WEIGHTED WITH SANDBAGS TO SECURE AGAINST JET BLAST. SANDBAGS SHALL BE A MINIMUM OF 25 LBS. EACH WITH

ONE PLACED ON EACH END.

4. ALL BARRICADES AND SANDBAGS SHALL BE CHECKED VISUALLY FOR SIGNS OF WEAR AND TEAR ON A DAILY BASIS. BARRICADES SHALL BE REPAINTED AND SANDBAGS REPLACED WHEN DEEMED APPROPRIATE BY THE OWNER. ALL LIGHT FIXTURES SHALL BE IN GOOD WORKING ORDER AND SHALL BE CHECKED BY THE CONTRACTOR

ON A DAILY BASIS BEFORE THE CONTRACTOR CEASES OPERATIONS FOR THE DAY.

5. ALL BARRICADES SHALL BE MOVED AT LEAST ONCE EACH WEEK AND THE CONTRACTOR SHALL SWEEP THE ACCUMULATED DEBRIS AND REMOVE AND DISPOSE OF THE DEBRIS OFFSITE AT AN APPROVED DISPOSAL FACILITY. THE BARRICADES SHALL THEN BE REPLACED AT THE APPROPRIATE LOCATION.

6. CAUTION LIGHTS SHALL BE RED IN COLOR AND FLASHING DURING HOURS OF LOW VISIBILITY AND DARKNESS.

7. ALL LOW PROFILE BARRICADES ARE TO BE PLACED AT A MAXIMUM INTERVAL OF 4 FEET END TO END ALONG OPERATIONAL PAVEMENT ADJACENT TO CONSTRUCTION

OR AS DIRECTED BY THE ENGINEER.

8. THE CONTRACTOR MAY SUBSTITUTE AN EQUAL LOW PROFILE BARRICADE APPROVED BY THE ENGINEER, GENERALLY CONFORMING TO THE ABOVE DETAILS, AND

CONFORMING TO THE SPECIFICATIONS.

9. COST OF FURNISHING AND MAINTAINING BARRICADES SHALL BE INCLUDED IN THE CONTRACTORS BID UNIT COST FOR ITEM M-102-5.1 MAINTENANCE OF TRAFFIC AND

TEMPORARY CONSTRUCTION ITEMS.

6"WHEN BARRICADE LINE CROSSES

TAXIWAY/TAXILANE LOW PROFILE

BARRICADE SHALL BE CENTERED ON

TAXIWAY/TAXILANE CENTERLINE.

CONTRACTOR-SUPPLIED LOW PROFILE BARRICADE (TYPE I)1

G-102 NOT TO SCALE

VEHICLE FLAG DETAIL2

G-102 NOT TO SCALE

VEHICLE FLAG NOTES:

1. ALL VEHICLES SHALL BE EQUIPPED WITH A FLAG WHILE IN

THE AIRCRAFT OPERATIONS AREA (AOA).

2. ALL FLAGS SHALL BE INCLUDED AND IS INCIDENTAL TO PAY

ITEM M-102-5.1 MAINTENANCE OF TRAFFIC AND TEMPORARY

CONSTRUCTION ITEMS.

TEMPORARY CLOSED TAXIWAY MARKING NOTES:

1. TEMPORARY CLOSED TAXIWAY MARKINGS SHALL BE CONSTRUCTED

OF AN EASILY REMOVABLE MATERIAL, SUCH AS PLYWOOD OR

FABRIC, AND HELD IN PLACE WITH SAND BAGS PAINTED YELLOW.

TEMPORARY CLOSED TAXIWAY MARKINGS SHALL BE SOLID YELLOW

IN COLOR.

2. THE CONTRACTOR SHALL PLACE TEMPORARY CLOSED TAXIWAY

MARKINGS AT RUNWAY INTERSECTIONS ON THE CENTERLINE OF

THE FACILITY TO BE CLOSED AS SHOWN ON PLANS OR AS DIRECTED

BY THE RPR.

3. NO PAYMENT SHALL BE MADE FOR RELOCATIONS OF TEMPORARY

CLOSED TAXIWAY MARKINGS.

CONTRACTOR-SUPPLIED TEMPORARY CLOSED TAXIWAY MARKINGS3

G-102 NOT TO SCALE

ORANGE MOLDED BODY WITH

HIGH REFLECTIVE WHITE STRIPES

8'-0" (TYP.)

STANDARD SOLAR-POWERED

(OR BATTERY-POWERED) 3-WAY

6 VOLT BARRICADE LIGHT WITH

RED LENS

U N

RUNWAY 35 PAPI

WIND CONE AND

SEGMENTED CIRCLE

GRAVEL DRIVE

D ra w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ G

-2

Y C

O N

H N

B O

G L

O G

.d w g G

-2

, 2

am .M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

SURVEY NOTES:

1. SURVEY DATA PROVIDED BY PATTERSON AND DEWAR ENGINEERS, INC. ALL AIRPORT

SURVEY CONTROL MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION.

2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL CONTROL POINTS TO BE

USED FOR CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER

IMMEDIATELY.

BORING LOG

BORING NO. PAVEMENT TYPE

APPROX.

PAVEMENT

THICKNESS (IN)

APPROX. BASE

STONE

THICKNESS (IN)

BORING

TERMINATION

DEPTH (FT)

GENERAL & SELECTED COMMENTS

B1 ASPHALT 4.75 4.0 15

3.0' (CL) LEAN CLAY, STIFF, MOIST TO WET

4.6' (CL) LEAN CLAY, FIRM, MOIST TO WET

6.6' (CL) LEAN CLAY, SOFT TO FIRM, MOIST TO WET

GROUNDWATER @ 12' BELOW SURFACE

B2 ASPHALT 4.75 5.0 15

5.3' (CL) SANDY CLAY, STIFF, MOIST

8.8' (CL) SANDY CLAY, FIRM TO STIFF, MOIST

B3 ASPHALT 4.50 7.0 15 14.0' (CL) SANDY CLAY, FIRM, MOIST

B4 ASPHALT 4.00 7.0 15 14.1 (CL) LEAN CLAY W/SAND, FIRM, MOIST

B5 ASPHALT 4.50 6.0 15

4.5' (CL) LEAN CLAY W/SAND, STIFF, MOIST

9.3' (CL) LEAN CLAY W/SAND, FIRM, MOIST

0.3' (CL) LEAN CLAY W/SAND, SOFT, MOIST

B6 ASPHALT 4.75 6.0 15

5.4' (CL) LEAN CLAY W/SAND, STIFF, MOIST

7.3' (CL) LEAN CLAY W/SAND, FIRM, MOIST

1.4' (CL) LEAN CLAY W/SAND, SOFT, MOIST

NOTE: BORING LOG DATA ARE FROM A GEOTECHNICAL INVESTIGATION COMPLETED BY MATERIALS MANAGERS AND ENGINEERS, INC. ON MARCH 15, 2024.

SURVEY CONTROL POINTS

Point #

CP1

CP2

Elevation

946.00

942.83

Northing

1518254.55

1517636.31

Easting

2479773.70

2479535.08

Description

MAG NAIL

N O

SURVEY CONTROL

AND BORING LOG

G-201 SHEET 05 of 14

U N

15" R C

15" RCP 15" RCP

36" RCP

" R

C P

36" RCP D

D.I. TOP = 942.67'

INV IN = 937.67'

INV OUT = 937.64'

D.I. TOP = 943.04'

INV IN = 938.90'

INV OUT = 938.77'

D.I. TOP = 943.19'

INV OUT = 939.97'

15" RCP INV. = 933.81'

RUNWAY 35 PAPI

WIND CONE AND

SEGMENTED CIRCLE

PEDESTAL TOP = 942.53'

GROUND ELEV = 941.19'

INV IN = 933.32'

INV OUT = 933.32'

GRAVEL DRIVE

D ra w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ C

-1

N G

C O

N D

N A

N D

N P

.d w g C

, 2

am .M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

N O

EXISTING

CONDITIONS PLAN

C-101 SHEET 06 of 14

PEDESTAL TOP = 941.26'

GROUND ELEV = 939.92'

INV IN (EX 24" RCP) = 934.70'

INV IN (36" RCP) = 934.50'

INV OUT = 934.00'

U N

15" R C

15" RCP 15" RCP

36" RCP

" R

C P

36" RCP DD

D.I. TOP = 942.67'

INV IN = 937.67'

INV OUT = 937.64'

D.I. TOP = 943.04'

INV IN = 938.90'

INV OUT = 938.77'

D.I. TOP = 943.19'

INV OUT = 939.97'

15" RCP INV. = 933.81'

RUNWAY 35 PAPI

WIND CONE AND

SEGMENTED CIRCLE

D.I. TOP = 942.47'

INV IN = 933.50'

INV OUT = 933.50'

PEDESTAL TOP = 942.53'

GROUND ELEV = 941.19'

INV IN = 933.32'

INV OUT = 933.32'

" R

C P

36" RCP

GRAVEL DRIVE

TERMINAL BUILDING

(UNDER CONSTRUCTION BY OTHERS)

D R

E, B Y

D R

E, B Y

944944

943.80

943.60

944.20

944.40 944.20944

3.8

943.60

943.20

943.40

943.60

943.80

944.20

944.40

944.60

943.20

943.40

943.60

943.80

944.20

944.40

944.60

4 .

9 4 4.

944.40

944.6

944.

943.60

943.80

944.20

944.40

943.80

943.60

944.20

944.40

944.60

ADJUST DROP INLET

RIM TO 942.9'

EX. RIM ELEV: 942.67'

ADJUST DROP INLET

RIM TO 943.3'

EX. RIM ELEV: 943.04'

ADJUST DROP INLET

RIM TO 943.4'

EX. RIM ELEV: 943.19'

DRESS SHOULDERS TO HAVE 1.5" LIP OFF EDGE

OF PAVEMENT AND SLOPE AT 5% FOR 10' TO

ENCOURAGE POSITIVE DRAINAGE. SEE DETAIL

NO. 4 ON SHEET C-601. PERMANENT SEEDING

TO BE PLACED ALL DISTURBED AREAS (TYP.)

943.40

943.20

4.2

943.80

943.60

944.40 944.20

944.40

944.20

80 94 4.

944.60

944.40

944.20

943.80

943.60

943.40

3.8

943.60

943.40

943.60

943.80

944.20

944.40

4.2 0 94

3.6

943.80 944.20944.20

944.40

20943.80 943.60

943.40

944943.80 943.20

Sd2-F Sd2-F

Sd2-F

SEE DETAIL NO. 6

ON SHEET C-601

Sd1-S

INSTALL SILT FENCE

AT TOP OF BANK TO

GRAVEL ROAD

Sd2-F

Ds2 Ds3

D ra w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ C

-2

.d w g C

-2

, 2

am .M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

N O

GRADING,

DRAINAGE AND

EROSION

CONTROL PLAN

C-201 SHEET 07 of 14

EROSION CONTROL LEGEND:

Sd2-F INLET PROTECTION. INSTALL GRATE FILTER FABRIC

AND WATTLE PER DETAIL NO. 5 ON SHEET C-601.

1. ANY EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE

REPLACED OR REPAIRED TO ENGINEER'S SATISFACTION AT

CONTRACTOR'S EXPENSE.

2. CONTOURS SHOWN ARE DRAWN AT 0.2' - 1' INTERVALS.

3. ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

SHALL BE INITIATED PRIOR TO ANY LAND DISTURBANCE OR

DEMOLITION OF ANY KIND.

4. EROSION CONTROL PRACTICES MUST COMPLY WITH THE

STANDARDS AND SPECIFICATIONS IN THE "MANUAL FOR EROSION

AND SEDIMENT CONTROL IN GEORGIA" (GREEN BOOK), LATEST

VERSION.

5. CONTRACTOR IS RESPONSIBLE FOR CLEANING AND REMOVING

ANY MUD/DEBRIS TRACKING FROM JOBSITE.

6. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES MAY

HAVE TO BE ALTERED AT VARIOUS STAGES DURING

CONSTRUCTION TO ACCOMMODATE ACTUAL SITE CONDITIONS.

SUCH MODIFICATIONS ARE INCIDENTAL TO THE CONTRACT.

7. DUST ON SITE SHALL BE CONTROLLED BY SPRAYING WATER ON

DRY AREAS OF THE SITE OR BY OTHER APPROVED MEANS

THROUGHOUT ALL CONSTRUCTION OPERATIONS.

8. CONTRACTOR SHALL FOLLOW ALL LOCAL AND STATE SOIL

EROSION ORDINANCES TO ENSURE THAT NO SEDIMENT OR

CONSTRUCTION DEBRIS LEAVES THE CONSTRUCTION SITE.

GRADING, DRAINAGE AND EROSION CONTROL NOTES

DUST CONTROL

Ds3 DISTURBED AREA STABILIZATION

(WITH PERMANENT SEEDING)

Ds2 DISTURBED AREA STABILIZATION

(WITH TEMPORARY SEEDING)

Sd1-S SINGLE ROW SILT FENCE

TERMINAL BUILDING

(UNDER CONSTRUCTION BY OTHERS)

D R

E, B Y

D R

E, B Y

NORTHING: 1518304.83

EASTING: 2479595.70

NORTHING: 1517587.42

EASTING: 2479814.39

NORTHING: 1518077.40

EASTING: 2479890.14

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50

NORTHING: 1518048.25

EASTING: 2479794.48

OFF. 100' LT

OFF. 75' LT

OFF. 50' LT

OFF. 25' LT

OFF. 25' RT

OFF. 50' RT

OFF. 75' RT

OFF. 100' RT

OFF. 100' LT

OFF. 75' LT

OFF. 50' LT

OFF. 25' LT

OFF. 25' RT

OFF. 50' RT

OFF. 75' RT

OFF. 100' RT

LIMITS OF TRANSITIONAL MILLING,

SEE PROFILE ON SHEET C-302 AND

DETAIL NO. 3 ON SHEET C-601

D ra w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ C

-3

G P

.d w g

C -3

, 2

.M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

N O

PAVING PLAN

C-301 SHEET 08 of 14

1. ELEVATIONS SHOWN ON THIS SHEET REPRESENT FINISHED

SURFACE GRADE.

2. SPOT ELEVATIONS FOR PAVING ARE SPACED AT A 25' x 25' GRID IN

REFERENCE TO THE APRON ALIGNMENT SHOWN.

3. CONTRACTOR SHALL PERFORM GRADE CHECKS AS REQUIRED IN

THE PROJECT SPECIFICATIONS.

4. SEE SHEET C-601 FOR TYPICAL SECTIONS.

5. CONTRACTOR SHALL REMOVE ALL EXISTING MARKINGS PRIOR TO

PAVING, CRACK SEAL OR SEAL COAT.

6. CONTRACTOR SHALL ROUTE AND SEAL EXISTING CRACK PRIOR TO

PAVING.

PAVING NOTES

APRON CENTERLINE

0+00 0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

2+25

2+50

2+75

3+00

3+25

3+50

3+75

4+00

4+25

4+50

4+75

5+00

5+25

5+50

5+75

6+00

6+25

6+50

6+75

7+00

7+25

7+50

1.2%-1.0% -1.1%

-1.0%1.0% -0.8% 1.0%

0.9% 0.8%

TAXIWAY CENTERLINE

1+00

1+25

1+50

1+75

2+00

0.0%

N G

D ra w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\R ef er en ce s\ xP

R O

- 0

.d w g C

-3

, 2

am .M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

PROFILES

C-302 SHEET 09 of 14

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

24" RCP

36" RCP

24" RCP

24" RCP 24" RCP

36" RCP

" R

C P

D D D

D D

GRAVEL DRIVE

ASPHALT PARKING

LOT

TERMINAL BUILDING

GRAVEL DRIVE

FUEL FARM

C-401 SHEET 10 of 14 D ra w in g na m e:

:\A

_A vi at io n\ _P ro du ct io n\

- J ac ks on C ou nt y Ai rp or t\0

- A pr on P av em en t R eh ab ilit at io n\

\P la nS he et s\

C -4

C R

.d w g C

-4

, 2

am .M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

LEGEND

LIMITS OF P-608 EMULSIFIED

ASPHALT SEAL COAT APPLICATION

SEAL COAT

PLAN

N O

1. THE ASPHALT EMULSION SHALL BE DILUTED IN THE VOLUMETRIC

PROPORTION OF TWO PARTS CONCENTRATED ASPHALT MATERIAL

TO ONE PART HOT WATER PER FAA SPEC P-608.

SEAL COAT NOTES

U N

RUNWAY 35 PAPI

WIND CONE AND

SEGMENTED CIRCLE

GRAVEL DRIVE

TERMINAL BUILDING

(UNDER CONSTRUCTION BY OTHERS)

D R

E, B Y

D R

E, B Y

King Air 350King Air 350

PA 28-181PA 28-181

DA 42 DA 42

PA 28-181PA 28-181

Citation 560Citation 560

PA 28-181 PA 28-181

PA 28-181PA 28-181

45.4'

31.2'

39.5'

55.0'

67.9'

54.5'

R50'

R50'R75'

NORTHING: 1517981.11

EASTING: 2479745.74

NORTHING: 1518043.52

EASTING: 2479778.99

NORTHING: 1518032.43

EASTING: 2479742.61

NORTHING: 1518082.31

EASTING: 2479649.00

NORTHING: 1517943.68

EASTING: 2479622.92

NORTHING: 1518006.08

EASTING: 2479656.17

NORTHING: 1517658.78

EASTING: 2479709.76

NORTHING: 1517625.53

EASTING: 2479772.17

NORTHING: 1517633.82

EASTING: 2479799.34

NORTHING: 1517696.22

EASTING: 2479832.58

39.5'

200' TO

RW CL

19.91'

15.94'

NORTHING: 1518018.35

EASTING: 2479565.60

NORTHING: 1518226.88

EASTING: 2479502.04

NORTHING: 1518284.54

EASTING: 2479714.18

NORTHING: 1518154.65

EASTING: 2479753.78

4' MIN

8' MIN 3' MIN

TIE-DOWN CONFIGURATION 1,

SEE DETAIL NO. 1 ON SHEET C-602

TIE-DOWN CONFIGURATION 1,

SEE DETAIL NO. 1 ON SHEET C-602

TIE-DOWN CONFIGURATION 3,

SEE DETAIL NO. 1 ON SHEET C-602

TIE-DOWN CONFIGURATION 2,

SEE DETAIL NO. 1 ON SHEET C-602

SEE RUNWAY HOLD POSITION MARKING

DETAIL NO. 3 ON SHEET C-602

TIE-DOWN ANCHOR, TYP.

SEE DETAIL NO. 2 ON SHEET C-602

6" TAXILANE CENTERLINE,

AVIATION YELLOW (TYP.)

NORTHING: 1517976.08

EASTING: 2479814.39

NORTHING: 1517672.09

EASTING: 2479907.06

NORTHING: 1517700.52

EASTING: 2479764.16

NORTHING: 1517939.37

EASTING: 2479691.35

65.2' 17.6'

D ra w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ C

-5

N G

N .d w g

C -5

, 2

.M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

N O

MARKING AND

STRIPING PLAN

(SHEET 1 OF 2)

C-501 SHEET 11 of 14

1. ALL TAXIWAY HOLD LINES SHALL BE REFLECTIVE AVIATION

YELLOW.

2. ALL TAXIWAY CENTERLINE MARKING SHALL BE 6" CONTINUOUS

REFLECTIVE AVIATION YELLOW.

3. THE PAINT FOR PERMANENT MARKINGS SHALL BE MIXED AND

APPLIED TO PAVEMENT IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS.

4. PAVEMENT SHALL BE CLEANED PRIOR TO PAVEMENT MARKING.

5. MARKING LINES MUST BE WELL-DEFINED WITH CRISP EDGES.

OVERSPRAY WILL NOT BE ACCEPTED.

6. SEE SHEET C-602 FOR MARKING DETAILS.

7. TIE-DOWN REFERENCE POINTS ARE CENTER OF BACK ANCHOR

UNLESS OTHERWISE NOTED.

8. CENTERLINE REFERENCE POINTS ARE CENTER OF 6" STRIPE

UNLESS OTHERWISE NOTED.

MARKING NOTES

GRAVEL DRIVE

ASPHALT PARKING

LOT

TERMINAL BUILDING

GRAVEL DRIVE

FUEL FARM

INSTALL AS EXISTING AND AS PER

DETAIL NO. 3 ON SHEET C-602

RE-STRIPE EXISTING TAXIWAY

CENTERLINE, 6" AVIATION YELLOW

NORTHING: 1516987.52

EASTING: 2479876.69

D ra w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ C

-5

N G

N .d w g

C -5

, 2

.M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

N O

MARKING AND STRIPING

PLAN (SHEET 1 OF 2)

C-502 SHEET 12 of 09 w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ C

-6

O N

U C

N D

.d w g

C -6

, 2

.M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

CONSTRUCTION

DETAILS (SHEET 1 OF 2)

C-601 SHEET 13 of 14

EXISTING BASE

EXISTING HMA

PAVEMENT

1/8" UNDERFILL TYP.

USING SPECIFIED SEALANT, FILL

PREPARED CRACKS, LEAVING AN

RECESS OF APPROXIMATELY 1/8" FROM

TOP OF CRACK, EXCESS SEALANT

SHALL BE REMOVED FROM PAVEMENT.

COMPRESSIBLE BACKER

MATERIAL AS REQUIRED

EXISTING BASE

EXISTING HMA

PAVEMENT

ROUTE CRACK 1/4" BOTH SIDES (1/2" MINIMUM,

1-1/2" MAXIMUM) AND REMOVE TREATED

VEGETATION, DIRT, DUST, MOISTURE, AND OTHER

FOREIGN MATERIAL TO DEPTH OF ROUTED AREA.

EXISTING BASE

EXISTING HMA

PAVEMENT

APPLY HERBICIDE AND SOIL

STERILANT CHEMICALS TO

VEGETATED AREAS.

NOTE:

CRACKS WIDER THAN 1-1/2" INDICATE THAT THE PAVEMENT OR

PAVEMENT BASE SHALL BE REPAIRED OR REPLACED AS STATED IN

SPEC P-101-5.3

NOTES:

1. DEPENDENT ON SEALANT TYPE, USE MANUFACTURER'S RECOMMENDATIONS FOR BACKER MATERIAL TO FORM RESERVOIR FLOOR.

2. CONTRACTOR SHALL APPLY A HERBICIDE/STERILANT MIXTURE TO VEGETATED AREAS OF PAVEMENT 10 DAYS PRIOR TO SCHEDULING OF CLEANING OPERATION. IF AT TIME OF SCHEDULING CRACK CLEANING, VEGETATION HAS NOT DRIED, A SECOND ROUND OF HERBICIDE/STERILANT MIXTURE SHALL BE ADDED. COST OF FURNISHING AND APPLYING HERBICIDE/STERILANT MIXTURE SHALL BE INCLUDED IN

THE UNIT PRICE FOR JOINT SEALING FILLER.

3. OVERFILLING OF CRACK SEALANT SHALL NOT BE INCLUDED IN MEASUREMENT FOR PAYMENT.

CRACK REPAIR DETAIL1

C-601 CRACKS GREATER THAN 1/4" WIDE AND LESS THAN 1-1/2" WIDE USING ROUTER

1.5" 12.5 mm SUPERPAVE RECYLCED

ASPHALTIC CONCRETE OVERLAY (GDOT 402)

APPLY TACK COAT (GDOT 413) BETWEEN 3/4"

ASPHALTIC CONCRETE OPEN GRADED CRACK RELIEF

INTERLAYER (GDOT 415) AND 1.5" 12.5 mm SUPERPAVE

RECYCLED ASPHALTIC CONCRETE OVERLAY (GDOT 402)

APPLY TACK COAT (GDOT 413) BETWEEN EXISTING

ASPHALT CONCRETE AND 3/4" ASPHALTIC CONCRETE

OPEN GRADED CRACK RELIEF INTERLAYER (GDOT 415)

EXISTING AGGREGATE BASE COURSE

EXISTING SUBGRADE

VARIABLE (4 - 7")

VARIABLE (4 - 4.75")

3/4" ASPHALTIC CONCRETE OPEN GRADED

CRACK RELIEF INTERLAYER (GDOT 415)

1.5" LIP

10'

NOTES:

1. MAINTAIN 1.5" LIP FROM TOP OF PAVEMENT SURFACE TO GROUND AND

DRESS SHOULDERS AT 5% FOR MINIMUM 10' TO PROMOTE POSITIVE

DRAINAGE AWAY FROM PAVEMENT.

2. PLACE TOPSOIL (FAA T-905) AND SEEDING (T-901) ON ALL DISTURBED AREAS.

SEE SHEET C-201 FOR LIMITS OF DISTURBANCE.

PLACED ADDITIONAL TOPSOIL AS

NEEDED TO DRESS APRON SHOULDERS

APRON OVERLAY TYPICAL SECTION2

C-601 N.T.S

ASPHALT TRANSITIONAL MILLING DETAIL3

C-601 N.T.S

APRON SHOULDER DRESSING DETAIL4

C-601 N.T.S

NOTE:

FILTER FABRIC 6" STRAW "SNAKE" WATTLE

FOR AREAS WHERE INLET IS IN PERVIOUS

AREAS LOCATED WITHIN THE RSA OR TOFA.

"DANDY" SACK FOR AREAS LOCATED IN

IMPERVIOUS PAVEMENT AREAS SUBJECT TO

AIRCRAFT OR VEHICULAR TRAFFIC.

INSTALL FILTER FABRIC WRAPPED AROUND,

FULLY ENVELOPING GRATE SET IN-POSITION

HOLDING FABRIC IN PLACE. SEE PROFILE DETAIL.

INLET GRATE

STRAW WATTLE TO SURROUND

ENTIRE INLET. STAKE IF NECESSARY

TO HOLD IN PLACE.

GRAVEL OR STRAW

FILLED WATTLE

FILTER FABRIC

INLET GRATE

INLET STRUCTURE

STRAW FILLED WATTLE

GRATE FILTER FABRIC AND WATTLE5

C-601 N.T.S.

INSTALL NEW FRAME

CONTRACTOR TO COORDINATE FINAL

CASTING ELEVATION WITH GRADING

PLANS OR PAVEMENT ELEVATION PLANS

INSTALL NEW FRAME 3-1/2"X3-1/2" L

FORM W/ STUDS @ 18" O.C. (TYP).

INSTALL NEW FRAME 3/8" X 5-1/2"

W/ STUDS @ 18" O.C.

CONTRACTOR TO REUSE EXISTING

INLET GRATE AS DIRECTED

SEE NOTES

SAWCUT AND REMOVE ±6" OF

EXISTING CONCRETE REBAR

AND ANGLE IRON FRAMEWORK

MATCH EXISTING MATCH

EXISTING

EXISTING PAVEMENT

MATCH NEW PAVEMENT

NOTES

1. CONCRETE SHALL CONFORM TO FAA STANDARD SPECIFICATIONS, SECTION P-610. STRUCTURAL PORTLAND CEMENT CONCRETE REQUIRED STRENGTH = 5,000 psi AT 28 DAYS.

2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. STANDARD CRSI HOOK DETAILS APPLY UNLESS NOTED OTHERWISE.

3. HORIZONTAL STEEL BAR REINFORCEMENT IN JUNCTION BOX WALLS SHALL HAVE A STANDARD CRSI HOOK AT EACH END.

4. MAINTAIN 2" CLEARANCE TO ALL BARS AROUND PIPE OPENINGS. BARS SHALL BE CUT AS REQUIRED TO MAINTAIN 2" CLEARANCE.

5. REINFORCING FOR STRUCTURES: VERT. AND HORZ.: 2 MAT - #4 @ 12 INCHES EACH FACE (2" CLR.)

DRILL AND EPOXY #6

REBAR 6" INTO EXISTING

CONCRETE, 18" O.C.

3" MIN. CLEAR

DRAINAGE STRUCTURE ADJUSTMENT DETAIL6

C-601 N.T.S.

1.5"

EXISTING TAXIWAY

CENTERLINE GRADE

SAWCUT PRIOR TO MILLING

OPERATIONS TO CREATE

SMOOTH VERTICAL FACE

APPLY TACK COAT

PRIOR TO PAVING

PROPOSED 1.5" 12.5 mm SUPERPAVE

RECYCLED ASPHALTIC CONCRETE

OVERLAY (GDOT 402)

TRANSITIONAL MILLING

EXISTING ASPHALT PAVEMENT

w in g na m e:

K :\A

_A vi at io n\

_P ro du ct io n\

- J ac ks on

C ou nt y

Ai rp or t\0

- A pr on

P av em en t R eh ab ilit at io n\

\P la nS he et s\ C

-6

O N

U C

N D

.d w g

C -6

, 2

.M al te

F O

C T

DRAWING NUMBER

PROJECT NO.

DATE

017999000

N o.

D R

C R

O N

S D

REVIEWED BY RMC

DRAWN BY TPS

GSWCC NO.

(LEVEL II) 0000058034

SHEET TITLE

O N

T R

B Y

01/28/2025

N C

O U

Y H

R W

, G A

O N

) 3

-1

Y- H

O R

N A

N D

O C

S, IN

K D

E, S

, G

R G

N E

) 6

-4

W W

Y-

H O

R N

.C O

F O

R B

-0

CONSTRUCTION

DETAILS (SHEET 2 OF 2)

C-602 SHEET 14 of 14

TYP.

12" YELLOW STRIPE

12" YELLOW STRIPE 36

C RUNWAY 17-35LC TAXIWAYL

APRON/AIRCRAFT

HOLDING SIDE

RUNWAY/AIRCRAFT

MOVEMENT SIDE

REFERENCE POINT

COORDINATES PER PLAN

PROFILE VIEW

ROD DETAIL

PLAN VIEW

12" DIA.

4" 4"

24"

24" 30"

1-1/2"

1. CONCRETE STRENGTH SHALL BE 4000 PSI AT 28 DAYS (P-610).

NO SPECIAL INSPECTION REQUIRED.

2. ALL CUTS IN FINISHED PAVEMENT SHALL BE SAWED OR CORED.

3. CONCRETE SHALL BE FINISHED FLUSH WITH PAVEMENT.

4. TOP OF TIE DOWN ROD SHALL BE INSTALLED FLUSH WITH TOP

OF FINISHED PAVEMENT.

NOTES:

TIE DOWN ANCHOR, SEE DETAIL NO. 2,

THIS SHEET

AIRCRAFT TIE-DOWN MARKINGS1

C-602 N.T.S

CONFIGURATION 1

PIPER PA-28 CHEROKEE

CONFIGURATION 2

DIAMOND DA-42 TWIN STAR

CONFIGURATION 3

CESSNA C560 CITATION V

BEECHCRAFT B350 SUPER KING AIR

12.35'3.227'

17.7'

3.175' 14.05'

22.25'

24.45'

28.95'

6" WIDE SOLID YELLOW STRIPE

90°

SEE ROD DETAIL AT RIGHT

RUNWAY HOLDING POSITION MARKING3

C-602 N.T.S

AIRCRAFT TIE-DOWN ANCHORS2

C-602 N.T.S

IRON ROD

R3/4"

Ø5/8"

GALVANI…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 10, 2025.