G

G

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THE LOCATION, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND

UTILITIES INDICATED ON THE PLANS IS NOT REPRESENTED AS BEING

ACCURATE, SUFFICIENT OR COMPLETE. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH

FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND

UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY

THE UTILITY COMPANIES OF HIS OPERATIONAL PLANS AND SHALL OBTAIN

FROM THE RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION AND

ASSISTANCE RELATIVE TO THE LOCATION OF THEIR FACILITIES AND THE

WORKING SCHEDULE OF THE COMPANIES FOR REMOVAL OR ADJUSTMENT

WHERE REQUIRED. IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE

IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE UTILITY COMPANY OF JURISDICTION. THE

ENGINEER SHALL ALSO BE IMMEDIATELY NOTIFIED. ANY SUCH MAINS AND

SERVICES SHALL BE RESTORED TO SERVICE AT ONCE AND PAID FOR BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT.

COMMON GROUND ALLIANCE

www.call811.com or Phone: 811

CALL 911 IN THE EVENT IN WHICH DAMAGE

RESULTS IN THE RELEASE OF NATURAL GAS.

RUNWAY 7 & 25 APPROACHES ON-AIRPORT OBSTRUCTION MITIGATION

CMT JOB NUMBER:

SUBMITTED BY

DATE

CONSTRUCTION PLANS FOR

TOTAL SHEETS:11

GEOMETRIC CRITERIA

DESIGN INFORMATION

AIRCRAFT APPROACH CATEGORY (AAC): C

AIRPLANE DESIGN GROUP (ADG): II

TAXIWAY DESIGN GROUP (TDG): II

TAXIWAY SAFETY AREA (TSA): 79'

TAXIWAY OBJECT FREE AREA (TOFA): 131'

RUNWAY SAFETY AREA WIDTH (RSA):

RUNWAY 1 -19: 500'

RUNWAY 7 - 25: 150'

RUNWAY OBJECT FREE AREA WIDTH (ROFA):

RUNWAY 1 - 19: 800'

RUNWAY 7 - 25: 500'

ATLANTA, GA CHICAGO, IL

COLUMBUS, OH EDWARDSVILLE, IL

INDIANAPOLIS, IN

NASHVILLE, TN ROCKFORD, IL

SPRINGFIELD, IL

ST. LOUIS, MO

SPRINGFIELD, MO

KANSAS CITY, MO

RICHARD B. RUSSELL REGIONAL AIRPORT

FLOYD COUNTY, GEORGIA

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D al to n

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FLOYD COUNTY, GEORGIA

AURORA, IL

PEORIA, IL

PROJECT AREA

ISSUED FOR BID

FEBRUARY 2026

SHEET LIST TABLE

Sheet Number

Sheet Title

G-001 COVER SHEET

G-002 GENERAL NOTES AND SUMMARY OF QUANTITIES

G-101 PROJECT LAYOUT PLAN

G-102 CONSTRUCTION SAFETY PHASING PLAN

G-501 CONSTRUCTION SAFETY PHASING DETAILS

CD-101 STAKING AND DEMOLITION SHEET - 1

CD-102 STAKING AND DEMOLITION SHEET - 2

CS-101 EROSION CONTROL PLAN - SHEET 1

CS-102 EROSION CONTROL PLAN - SHEET 2

CS-501 EROSION CONTROL DETAILS

CF-101 FENCING PLAN AND DETAILS

AutoCAD SHX Text 21001872

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LOCATION MAP

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RICHARD B. RUSSELL REGIONAL AIRPORT

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SITE PLAN

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RUNWAY 7 & 25 APPROACHES

ON-AIRPORT OBSTRUCTION

MITIGATION

GENERAL NOTES AND

SUMMARY OF

QUANTITIES

21001872-G-INFO.DWG

21001872

GENERAL NOTES

SAFETY AND SECURITY

HAUL ROUTES, STAGING AREAS AND CONSTRUCTION ACTIVITIES

TEMPORARY MARKINGS, BARRICADES, TRAFFIC CONTROL

ANY LEAKS OR SPILLS OF PETROLEUM PRODUCTS SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO CONTAIN, CONTROL, AND REMEDIATE IN ACCORDANCE WITH ALL

LOCAL, STATE AND FEDERAL GUIDELINES, ORDINANCES, AND LAWS.

CONTROL OF POLLUTANTS: POLLUTANTS OF POTENTIALLY HAZARDOUS MATERIALS,

SUCH AS FUELS, LUBRICANTS, LEAD PAINT, CHEMICALS OR BATTERIES, SHALL BE

TRANSPORTED, STORED AND UTILIZED IN A MANNER TO PREVENT LEAKAGE OR

SPILLAGE INTO THE ENVIRONMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE

FOR PROPER AND LEGAL DISPOSAL OF ALL SUCH MATERIALS. EQUIPMENT, ESPECIALLY

CONCRETE OR ASPHALT TRUCKS, SHALL NOT BE WASHED OR CLEANED OUT ON THE

PROJECT EXCEPT IN AREAS WHERE UNUSED PRODUCT CONTAMINANTS CAN BE

PREVENTED FROM ENTERING WATERWAYS.

A SPILL PREVENTION, CONTROL AND COUNTERMEASURES (SPCC) PLAN WILL BE

DEVELOPED BY THE CONTRACTOR AND APPROVED PRIOR TO INSTALLATION OF FUEL

TANKS. THIS PLAN WILL REQUIRE THE FOLLOWING:

1. ALL BARE SOIL AROUND FUELING AREA LINED TO PREVENT SEEPAGE INTO SOIL. IN

ADDITION, A SPILL KIT WILL BE KEPT ON SITE IN CASE OF LEAKS.

2. TERTIARY CONTAINMENT WILL BE PROVIDED IN THE MOBILE TRUCK AREA.

3. SECONDARY CONTAINMENT WILL BE PROVIDED IN THE FORM OF A CONTAINMENT

PAD WITH A VALVE SIZED (OR APPROVED EQUAL) FOR THE APPROPRIATE

REFUELING TRUCK.

SPILL PREVENTION

S-1. THE CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE

FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT:

* OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION

- AC 150/5370-2G.

* AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18C.

* PAINTING, MARKING, AND LIGHTING OF VEHICLES USED ON AIRPORT

- AC 150/5210-5D.

S-2. CONTRACTORS SHALL MAINTAIN RADIO COMMUNICATION WITH AIRPORT GROUND

CONTROL AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE

WORKING RADIO(S) ON-SITE AT ALL TIMES DURING CONSTRUCTION AND SHALL

ASSIGN RESPONSIBLE PERSONNEL TO CONTINUOUSLY MONITOR THE GROUND

CONTROL FREQUENCY (122.725MHz). PROVIDE A RADIO AT EACH SEPARATE WORK

LOCATION.

S-3. NOTICE TO AIRMEN (NOTAMS) - THE CONTRACTOR SHALL SCHEDULE AND

PROVIDE THE NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS SO THAT

OWNER CAN ADVISE THE FLIGHT SERVICE STATION AND ISSUE NOTAM(S) IN

ACCORDANCE WITH ESTABLISHED CRITERIA.

S-4. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA

THROUGH THE PROJECT ACCESS GATES SHOWN ON THESE PLANS.

CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF ALL GATES IN

ACCORDANCE WITH THE AIRPORT'S APPROVED SECURITY PROGRAM.

S-5. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS.

THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED

AREAS AT ANY TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER OR

AIRPORT OWNER.

S-6. ALL VEHICLES USED ON THE AIRFIELD SHALL MEET AIRPORT REQUIREMENTS FOR

MARKING AND LIGHTING.

S-7. FOR ADDITIONAL SAFETY AND SECURITY REQUIREMENTS, SEE SPECIFICATIONS.

(SECTION 01030).

S-8. WORKING IN SAFETY AREAS AND OBJECT FREE AREAS OF RUNWAYS OR TAXIWAYS

REQUIRES CLOSURE OF THAT RUNWAY OR TAXIWAY.

C-1. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS

SHOWN ON THE PROJECT LAYOUT AND SAFETY PLAN AND HIS APPROVED

PHASING PLAN. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION

ACTIVITIES WITH THE ENGINEER TO MINIMIZE DISRUPTION TO AIRPORT

OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE

COMPLIANCE WITH SAFETY REQUIREMENTS AND TO MINIMIZE INTERFERENCE TO

AIRCRAFT OPERATIONS DURING CONSTRUCTION.

C-2. THE CONTRACTOR'S STAGING AREA AND HAUL ROUTES SHOWN ON THE PLANS

ARE GENERAL AND FOR INFORMATION PURPOSES ONLY. THE ACTUAL SIZE AND

LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY

OWNER PRIOR TO CONSTRUCTION.

C-3. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED AS PART OF THE

CONTRACTOR'S ACCESS ROAD, CONTRACTOR'S STAGING AREA, AND HAUL

ROUTES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AFTER

COMPLETION OF THE PROJECT. IN ADDITION, ALL EXISTING ROADS THAT WILL BE

USED AS THE CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING

CONSTRUCTION AND RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. NO

SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM.

C-4. EXCEPT WHERE DESIGNATED ON PLANS OR AS AUTHORIZED BY ENGINEER,

CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING

RUNWAYS OR TAXIWAYS AS PART OF THE HAUL ROAD.

C-5. ALL EQUIPMENT MUST BE RETURNED TO THE STAGING AREA AT THE END OF

EACH WORK DAY AND WHEN NOT ENGAGED IN THE CONSTRUCTION DURING

NON-WORKING DAYS AND NIGHTS. OWNER WILL DESIGNATE AREAS FOR

CONTRACTOR'S EMPLOYEES AUTO PARKING.

C-6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL

PERMANENT AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA.

C-7. CONTRACTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED

LIMIT LINES, FOR THE DURATION OF THE PROJECT AS REQUIRED. DAMAGED

STAKES OR FLAGGING SHALL BE REPLACED IMMEDIATELY. CONTRACTOR TO

SUBMIT PLAN SHOWING LOCATION OF LIMIT LINES FOR EACH PHASE AND FOR

PROJECT DURATION TO THE ENGINEER FOR APPROVAL.

C-8. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY.

C-9. CONTRACTOR SHALL CONTROL DUST TO AN ACCEPTABLE LEVEL. THE

CONTRACTOR SHALL BE REQUIRED TO KEEP A WATER TRUCK AT THE PROJECT

SITE DURING HAULING OPERATIONS. IF ONE WATER TRUCK IS INADEQUATE TO

CONTROL DUST PROPERLY, THE CONTRACTOR SHALL FURNISH THE PROPER

NUMBER OF TRUCKS OR OTHER SUITABLE MEANS TO ACCOMPLISH THIS ITEM.

C-10. CONTRACTOR SHALL BE REQUIRED TO MOVE MEN AND EQUIPMENT OUTSIDE TAXIWAY AND

RUNWAY SAFETY AREAS AND OBJECT FREE AREAS AS REQUIRED FOR AIRCRAFT

OPERATIONS.

C-11. ALL LIGHTS, SIGNS AND CIRCUITS ARE TO BE TESTED "DAILY" PRIOR TO CONTRACTOR

LEAVING SITE TO ENSURE ALL ITEMS ARE DEEMED TO BE IN PROPER WORKING ORDER.

ALL RUNWAY AND TAXIWAY CIRCUITS SHALL BE OPERATIONAL PRIOR TO THE

CONTRACTOR LEAVING SITE EACH DAY.

C-12. CONTRACTOR MUST COORDINATE WITH OWNER AND OTHERS INVOLVED WITH ALL

CONSTRUCTION PROJECTS AT THE AIRPORT.

C-13. CONTRACTOR IS SOLELY RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR THE

PROJECT PRIOR TO ANY CONSTRUCTION ACTIVITIES.

C-14. WHEN THE CONTRACTOR'S OPERATIONS ENCOUNTER WET CONDITIONS ALONG HAUL AND

ACCESS ROUTES, THE CONTRACTOR SHALL EXERCISE CARE WITHIN THESE AREAS TO

MINIMIZE DISTURBANCE. THESE AREAS SHALL BE RESTORED TO THEIR ORIGINAL

CONDITION UPON COMPLETION OF THE WORK. THIS MAY REQUIRE GRADING, BLADING,

DRESSING AND/OR SEEDING TO ENSURE DRAINAGE PATTERNS ARE MAINTAINED AND NOT

COMPROMISED. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS

WORK AS IT IS CONSIDERED INCIDENTAL TO THE PROJECT.

E-1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING

CONSTRUCTION AND REPORT TO ENGINEER ANY VARIATIONS FROM THE

INFORMATION SHOWN ON CONSTRUCTION PLANS.

E-2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF

ALL EXISTING UTILITIES AND PIPELINES IN THE CONSTRUCTION AREA. ANY EXISTING

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

CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR

SHALL REPAIR ALL UTILITIES/PIPELINES DAMAGED BY CONTRACTOR AT NO

ADDITIONAL COST TO OWNER. CONTRACTOR SHALL BE ASSESSED A CABLE CUT

PENALTY OF $1,000 PER OCCURRENCE.

E-3. FAA CABLES WILL BE LOCATED AND MARKED BY FAA PRIOR TO CONSTRUCTION.

CONTRACTOR IS TO NOTIFY FAA 30 DAYS IN ADVANCE SO THAT FAA CAN SCHEDULE

THE REQUIRED MARKING TO PROTECT CABLES DURING CONSTRUCTION. ANY

CABLES DAMAGED DURING CONSTRUCTION WILL BE REPLACED BY CONTRACTOR.

CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH THE REPAIR OF DAMAGED

CABLES AT NO COST TO OWNER.

E-4. CONTRACTOR SHALL PROTECT ALL EXISTING LIGHTING SYSTEMS THAT ARE TO

REMAIN, OR IF TO BE REMOVED, UNTIL THEY ARE DESIGNATED FOR REMOVAL.

E-5. ANY UNPLANNED, UNAPPROVED OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF

SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE

NOTIFICATION OF THE AIRPORT MANAGER AND ENGINEER BY THE CONTRACTOR.

ALL NECESSARY REPAIRS WILL BE MADE IMMEDIATELY AND AT CONTRACTOR'S

EXPENSE.

E-6. THE CONTRACTOR WILL BE RESPONSIBLE FOR STAKING AND GRADE CONTROL OF

ALL ELEMENTS OF THE CONSTRUCTION.

T-1. SEE SPECIFICATION SECTION 01030 AND 01530.

UTILITIES

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COPYRIGHT:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

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DESIGNED BY:

APPROVED BY:

OWNER

RICHARD B. RUSSELL

REGIONAL AIRPORT

FLOYD COUNTY, GEORGIA

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ISSUED FOR BID

G-002

SUMMARY OF QUANTITIES

BASE BID

ITEM SPEC ITEM

NO NO. DESCRIPTION UNIT PLAN FINAL

1 C-102-5.1 INSTALLATION AND REMOVAL OF SILT FENCE LIN. FT. 3,000

2 C-102-5.2 TEMPORARY SEEDING AND MULCHING ACRE 27

3 C-105 MOBILIZATION L. SUM 1

4 P-151-4.1 CLEARING ACRE 27

5 F-160-5.1 FENCE, CLASS A LIN. FT. 3,000

6 F-160-5.2 REMOVE EXISTING FENCE LINE LIN. FT. 1,100

7 T-901A PERMANENT SEEDING ACRE 27

8 T-908-5.1 MULCHING ACRE 27

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CONSTRUCTION

SAFETY PHASING

DETAILS

21001872-G-5.DWG

21001872

RUNWAY 7 & 25 APPROACHES

ON-AIRPORT OBSTRUCTION

MITIGATION

RICHARD B. RUSSELL

REGIONAL AIRPORT

FLOYD COUNTY, GEORGIA

36"

(ORANGE / WHITE)

1. ALL CONTRACTOR VEHICLES AND EQUIPMENT SHALL

DISPLAY COMPANY LOGO PLACARDS AND FLAG.

2. WHEN WORKING PRIOR TO DAWN OR AFTER DUSK, A

360 DEGREE ROTATING AMBER BEACON IS

REQUIRED ON ALL EQUIPMENT AND TRUCKS.

3. CONTRACTOR SHALL REPLACE FLAGS THAT ARE

WORN AND INEFFECTIVE.

SIGNAL FLAG NOTES

EQUIPMENT & VEHICLE SIGNAL FLAG

N.T.S.3

CONSTRUCTION ENTRANCE

N.T.S.4

G-501

EXIT DIAGRAM

NOTES:

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND

CROWN FOR POSITIVE DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%..

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.

8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT

DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE

FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).

9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE

MUD AND DIRT.

10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS.

THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

ENTRANCE ELEVATION

ISSUED FOR BID

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SEE NOTE 4

EXISTING GROUND LINE

FLAG POLE 2" SCHEDULE 40

PVC PIPE OR WOOD LATHE

20" x 20" FLUORESCENT

ORANGE PLASTIC FLAG

SECURE FLAG TO POLE

1. SPACE FLAG POLES ON 100 FOOT CENTERS.

2. THE CONTRACTOR SHALL ERECT THE FLAG LINE AT THE

LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE

ENGINEER.

3. THE CONTRACTOR SHALL SECURE THE FLAG POLES SO THAT

THE TOP OF THE FLAG IS 4 FEET ABOVE THE GROUND.

4. THE FLAG POLES SHALL BE ADEQUATELY SECURED TO

WITHSTAND JETBLAST AND REMAIN ERECT AND STABLE.

5. INSPECT FLAGS DAILY. REPAIR OR REPLACE DAMAGED OR

WORN FLAGS AND POLES BY THE START OF THE NEXT DAY'S

WORK ACTIVITIES.

6. INO SEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE

FOR LIGHTED RUNWAY CLOSURE MARKER. PAYMENTS WILL BE

MADE UNDER THE UNIT PRICE FOR MOBILIZATION

(SPECIFICATION SECTION C-105)

4'

100'

FLAG LINE DETAIL1 NOT TO SCALE

RUNWAY C

PLACE MARKER

AT CENTER OF RUNWAY

NUMERAL DESIGNATIONS.

(TYP.)

1. LIGHTED RUNWAY CLOSURE MARKER SHALL MEET THE REQUIREMENTS OF FAA

ADVISORY CIRCULAR 150/5345-55A, SPECIFICATION FOR L-893 LIGHTED VISUAL AID

TO INDICATE TEMPORARY RUNWAY CLOSURE

2. THE CONTRACTOR SHALL PROVIDE FOUR (4) MARKERS FOR USE ON THIS

PROJECT

3. MARKER SHALL BE PLACED ON THE RUNWAY CENTERLINE WITHIN 250FEET OF

THE RUNWAY END. CONTRACTOR SHALL COORDINATE PLACEMENT WITH THE

AIRPORT

4. THE CONTRACTOR SHALL TRANSPORT, POSITION, OPERATE, FUEL, REPLACE

BULBS (IF REQUIRED), AND MAINTAIN (IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS) THE MARKERS DURING THE PROJECT

5. NO SEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE FOR LIGHTED

RUNWAY CLOSURE MARKER. PAYMENTS WILL BE MADE UNDER THE UNIT PRICE

FOR MOBILIZATION (SPECIFICATION SECTION C-105)

RUNWAY CLOSURE MARKER

N.T.S.2

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CRAWFORD, MURPHY & TILLY, INC. 2025

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CD-101

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21001872-CD-1.DWG

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RICHARD B. RUSSELL

REGIONAL AIRPORT

FLOYD COUNTY, GEORGIA

RUNWAY 7 & 25

APPROACHES ON-AIRPORT

OBSTRUCTION MITIGATION

ISSUED FOR BID

NOTES:

1. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL PERFORM A PROPERTY LINE BOUNDARY

SURVEY BY A REGISTERED LAND SURVEYOR IN THE STATE OF GEORGIA TO VERIFY AND VALIDATE PROPERTY LINE INFORMATION SHOWN ON THE DRAWINGS. THE SURVEY SHALL BE PROVIDED TO THE ENGINEER (IN PAPER AND ELECTRONIC FORMAT) PRIOR TO THE START OF CLEARING AND FENCE REMOVAL OPERATIONS, ALLOWING SUFFICIENT TIME FOR THE ENGINEER TO REVIEW AND ADVISE OF ANY ADJUSTMENTS THAT MAY

BE REQUIRED TO THE PROPOSED LAYOUT.

2. REMOVED FENCE LINE TO BE DISPOSED OFF AIRPORT PROPERTY.

3. TOTAL CLEARING AREA ON AIRPORT PROPERTY:

RUNWAY 7 APPROACH: 7.00AC

RUNWAY 25 APPROACH: 20.00 AC

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AQUATIC RESOURCES TO BE PROTECTED

AIRPORT PROPERTY LINE

PART 77 APPROACH SURFACE

EXISTING FENCE LINE

REMOVE EXISTING FENCE LINE UP TO STAKED OUT PROPERTY LINE

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CD-102

STAKING AND

DEMOLITION SHEET -

21001872-CD-1.DWG

JBH

JMM

21001872

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

FLOYD COUNTY, GEORGIA

RUNWAY 7 & 25

APPROACHES ON-AIRPORT

OBSTRUCTION MITIGATION

ISSUED FOR BID

NOTES:

1. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL PERFORM A PROPERTY LINE BOUNDARY SURVEY

BY A REGISTERED LAND SURVEYOR IN THE STATE OF GEORGIA TO VERIFY AND VALIDATE PROPERTY LINE INFORMATION SHOWN ON THE DRAWINGS. THE SURVEY SHALL BE PROVIDED TO THE ENGINEER (IN PAPER AND ELECTRONIC FORMAT) PRIOR TO THE START OF CLEARING AND FENCE REMOVAL OPERATIONS, ALLOWING SUFFICIENT TIME FOR THE ENGINEER TO REVIEW AND ADVISE OF ANY ADJUSTMENTS THAT MAY BE REQUIRED TO

THE PROPOSED LAYOUT.

2. PRIOR TO CLEARING OPERATIONS, CONTRACTOR SHALL IDENTIFY LIMITS OF AQUATIC RESOURCES TO PROTECT

AND STAKE OUT FOR SILT FENCE INSTALLATION.

3. CONTRACTOR TO MAINTAIN ACCESS ROUTE TO EAST CLEARING AREA.

4. TOTAL CLEARING AREA ON AIRPORT PROPERTY:

RUNWAY 7 APPROACH: 7.00 AC

RUNWAY 25 APPROACH: 20.00 AC

RUNWAY 7-25

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CLEARING AREA

AQUATIC RESOURCES TO BE PROTECTED

AIRPORT PROPERTY LINE

PART 77 APPROACH SURFACE

EXISTING FENCE LINE X X X X

ACCESS ROUTE TO

CLEARING AREAS EAST OF

AQUATIC AREAS TO BE

PROTECTED

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DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

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CS-101

EROSION CONTROL

PLAN - SHEET 1

21001872-CS-4.DWG

JBH

JMM

21001872

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

FLOYD COUNTY, GEORGIA

RUNWAY 7 & 25

APPROACHES ON-AIRPORT

OBSTRUCTION MITIGATION

ISSUED FOR BID

"EROSION CONTROL MEASURES WILL BE MAINTAINED

AT ALL TIMES. IF FULL IMPLEMENTATION OF THE

APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT

SOURCE."

NOTE:

"ANY DISTURBED AREA LEFT EXPOSED FOR

A PERIOD GREATER THAN 7 DAYS SHALL BE

STABILIZED WITH MULCH."

"THE ESCAPE OF SEDIMENT FROM THE

SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT

CONTROL MEASURES AND PRACTICES

PRIOR TO, OR CONCURRENT WITH, LAND

DISTURBING ACTIVITIES."

NOTE:

NOTE:

PROPOSED EROSION CONTROL MEASURES ARE

SHOWN IN BLACK.

NOTE:

Ds2

Ds3

DSF

LEGEND

DOUBLE ROW SILT FENCE

AQUATIC RESOURCE AREA

MULCHING

TEMPORARY GRASSING

PERMANENT GRASSING

GRASSING/MULCHING

LIMITS

Ds1

2001000

FEET

Ds2

Ds3

Ds1

G

G

G

G

G

G

G G

G

G

G

G

G

G

G

G

G

DSF

DSF

DSF

DSF

DSF

DSF

D

SF

D

SF

D

SF

DSF

DSF

DSF

DSF

DSF

DSF

DSF

DSF

DSF

DSF

D

SF

D

SF

SHEET OF

SHEET TITLE

COPYRIGHT:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

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DESIGNED BY:

APPROVED BY:

OWNER

CS-102

EROSION CONTROL

PLAN - SHEET 2

21001872-CS-4.DWG

JBH

JMM

21001872

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

FLOYD COUNTY, GEORGIA

RUNWAY 7 & 25

APPROACHES ON-AIRPORT

OBSTRUCTION MITIGATION

ISSUED FOR BID

"EROSION CONTROL MEASURES WILL BE MAINTAINED

AT ALL TIMES. IF FULL IMPLEMENTATION OF THE

APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT

SOURCE."

NOTE:

"ANY DISTURBED AREA LEFT EXPOSED FOR

A PERIOD GREATER THAN 7 DAYS SHALL BE

STABILIZED WITH MULCH."

"THE ESCAPE OF SEDIMENT FROM THE

SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT

CONTROL MEASURES AND PRACTICES

PRIOR TO, OR CONCURRENT WITH, LAND

DISTURBING ACTIVITIES."

NOTE:

NOTE:

PROPOSED EROSION CONTROL MEASURES ARE

SHOWN IN BLACK.

NOTE:

Ds2

Ds3

DSF

LEGEND

DOUBLE ROW SILT FENCE

AQUATIC RESOURCE AREA

MULCHING

TEMPORARY GRASSING

PERMANENT GRASSING

GRASSING/MULCHING

LIMITS

Ds1

FEET

0 100 200

Ds2

Ds3

Ds1

Ds2

Ds3

Ds1

SHEET OF

SHEET TITLE

COPYRIGHT:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

P at h:

K

:\r ic ha rd ru ss el la p\

-0

0_ rm g_ d_ rw y7

-2 5o bs _o na p\

D ra w \S he et s\

-C

S -4

.d w g D at e:

W ed ne sd ay , F eb ru ar y

4, :2

2:

P M

DESIGNED BY:

APPROVED BY:

OWNER

CS-501

EROSION CONTROL

DETAILS

21001872-CS-4.DWG

JBH

JMM

21001872

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

FLOYD COUNTY, GEORGIA

RUNWAY 7 & 25

APPROACHES ON-AIRPORT

OBSTRUCTION MITIGATION

ISSUED FOR BID

NOTES:

1. INLET PROTECTION IS SUITABLE FOR USE IN BOTH PAVED AND UNPAVED AREAS

2. THE HEIGHT REQUIREMENT IS WAIVED IN CASES WHERE IT WILL CREATE AN UNACCEPTABLE PONDING SITUATION

3. INTERWEAVE BAG ENDS TO FILL GAPS BETWEEN BAGS

4. CONSTRUCT 18" X 3" BAGS ON NON-WOVEN FILTER FABRIC. DOUBLE STITCH BAG SEAMS WITH 1 LB POLYESTER THREAD. ATTACH 1 TIE STRING TO

EACH BAG. BAG OPENING SHALL BE ON THE 18" SIDE.

5. FILL BAGS WITH NO. 57 STONE BETWEEN 1/2 TO 2/3 FULL(50-60) LBS)

6. DO NOT USE IN BLUE LINE STREAMS

DOUBLE ROW SILT FENCE2 NOT TO SCALE

SILT CHECK - GEOTEXTILE BAGS1 NOT TO SCALE

WOVEN WIRE FENCE

SYNTHETIC FILTER FABRIC

SECTION VIEW

EXIST. GROUND LINE

COMPACTED SOIL

NOTE:

FLOW OF

SEDIMENT

8"

4"

WOOD POST

5' MIN.

3' MIN.

2' MIN.

1. MAINTAIN EXISTING SILT FENCE WHERE SHOWN ON THE PLANS

OR AS DIRECTED BY THE ENGINEER.

2. MAINTAIN THROUGHOUT THE LIFE OF THE PROJECT.

3. THE COST OF MAINTENANCE OF DOUBLE ROW SILT FENCE,

INCLUDING FILTER FABRIC, WIRE FENCE, AND WOOD POSTS SHALL

BE INCLUDED IN THE PAY ITEM FOR SILT FENCE

4. THE COST OF DOUBLE ROW SILT FENCE,, FILTER FABRIC, WIRE

FENCE, AND WOOD POST SHALL BE INCLUDED IN THE COST OF SILT

FENCE.

VARIES

WOVEN WIRE FENCE

SYNTHETIC FILTER FABRIC

ELEVATION VIEW

EXIST. GROUND LINE

X X

XX

XX

XX

XX

XXXXXXXXXXXXXXXXXX

X X

X X

X X

X X

X X

X X

X X

XX

XX

XX

XX

XX XX XX XX XX

TIE INTO EXISTING FENCE LINE

N=1583186.816 E=1993382.037

VERIFY WITH REQUIRED SURVEY BEFORE INSTALLATION OF FENCE

INSTALL FENCE LINE

N=1583172.931 E=1993823.527

VERIFY WITH REQUIRED SURVEY BEFORE INSTALLATION OF FENCE

TIE INTO EXISTING FENCE LINE

N=1583363.266 E=1994376.206

VERIFY WITH REQUIRED SURVEY BEFORE INSTALLATION OF FENCE

INSTALL FENCE LINE

N=1582410.505 E=1993676.603

VERIFY WITH REQUIRED SURVEY BEFORE INSTALLATION OF FENCE

INSTALL FENCE LINE

N=1582836.574 E=1994653.794

VERIFY WITH REQUIRED SURVEY BEFORE INSTALLATION OF FENCE

G

SHEET OF

SHEET TITLE

COPYRIGHT:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

CRAWFORD, MURPHY & TILLY, INC. 2025

P at h:

K

:\r ic ha rd ru ss el la p\

-0

0_ rm g_ d_ rw y7

-2 5o bs _o na p\

D ra w \S he et s\

-C

F -1

.d w g D at e:

W ed ne sd ay , F eb ru ar y

4, :2

2:

P M

DESIGNED BY:

APPROVED BY:

OWNER

CF-101

FENCING PLAN AND

DETAILS

21001872-CF-1.DWG

JBH

JMM

21001872

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

FLOYD COUNTY, GEORGIA

RUNWAY 7 & 25

APPROACHES ON-AIRPORT

OBSTRUCTION MITIGATION

ISSUED FOR BID

NOTES:

1. PRIOR TO COMMENCING ANY WORK, THE CONTRACTOR SHALL PERFORM A PROPERTY LINE BOUNDARY

SURVEY BY A REGISTERED LAND SURVEYOR IN THE STATE OF GEORGIA TO VERIFY AND VALIDATE PROPERTY LINE INFORMATION SHOWN ON THE DRAWINGS. THE SURVEY SHALL BE PROVIDED TO THE ENGINEER (IN PAPER AND ELECTRONIC FORMAT) PRIOR TO THE START OF CLEARING AND FENCE REMOVAL OPERATIONS, ALLOWING SUFFICIENT TIME FOR THE ENGINEER TO REVIEW AND ADVISE OF ANY ADJUSTMENTS THAT MAY

BE REQUIRED TO THE PROPOSED LAYOUT.

2. FENCE LINE TO BE INSTALLED ON PROPERTY LINE FOLLOWING STAKED OUT BOUNDARY.

RUNWAY 7-25

TA

XIW

AY B

W A

R R

E N

R D

N E

RUSSELL DR NE

U S

H W

Y

Feet 0 100 200

VICINITY MAP:

LEGEND:

NEW FENCE LINE

AIRPORT PROPERTY LINE

INSTALL FENCE LINE ON PROPERTY LINE

XX XX XX

ANCHOR POST

NOTE: LINE POSTS SHALL BE 4"X4". ANCHOR POSTS

SHALL BE 6"X6"

LINE POST ALL LINE POST

TYPICAL SPACING BETWEEN

12' O.C.

ANCHOR POST

8'

3'

3"

4"

6" SPACING

4' -6

6" 6"

3'LINE BRACE

MIN. 4" BRACE

#9 WIRE TWISTED

WOOD DOWEL (EACH END)

4'

WIRE FIELD FENCE1 NOT TO SCALE