Fuel Farm Replacement (100_ Set).pdf

GMC PROJECT NO. TAUG260002

FUEL FARM REPLACEMENT

INDEX

SHEET NO. DESCRIPTION

N.T.S.

STATE MAP

VICINITY MAP

N.T.S.

LUMPKIN COUNTY - WIMPYS AIRPORT

DAHLONEGA, GA

GDOT AIP PROJECT NO. AP025-9000-13 (187) Lumpkin County

WIMPYS AIRPORT

LUMPKIN COUNTY

N O

R T

H

WIMPYS AIRPORT

LUMPKIN COUNTY

APRIL 2026

DETAILS

EROSION CONTROL PLAN

PLAN SHEET

EXISTING CONDITIONS AND DEMOLITION PLAN

SUMMARY OF QUANTITIES

PROJECT NOTES

PROJECT LAYOUT AND CONSTRUCTION SAFETY PLAN

TITLE SHEET

Sheet 08

Sheet 07

Sheets 06

Sheet 05

Sheet 04

Sheet 03

Sheet 02

Sheet 01

Fayette

Fulton

Cherokee

Pickens

Heard

Carroll

Haralson

Polk

Coweta

Paulding

Meriwether

Douglas

Harris

Troup

Cobb

Floyd

Catoosa Dade

Chattooga

Walker

Bartow

Gordon

Murray

Madison

Franklin

Stephens

Wilkinson

Greene

Baldwin

Oglethorpe

Monroe

Newton

Walton

Lamar

Henry

DeKalb

Upson

Spalding

Clayton

Pike

Butts

Rockdale

Gwinnett

Jones

Morgan

Oconee

Jasper

Barrow

Bibb

Clarke

Putnam

Forsyth

Dawson

Gilmer

Fannin

Lumpkin

Union

Jackson

Banks

Habersham

White

Towns

Hall

Rabun

Elbert

Washington

Taliaferro

Hancock Glascock

Warren

Wilkes

Richmond

Columbia

Lincoln

Jenkins

Burke

Hart

Screven

Terrell

Marion

Talbot

Quitman

Randolph

Stewart

Chattahoochee

Muscogee

Clay

Webster

Evans

Ben Hill

Dodge

Crisp

Dooly

Peach

Sumter

Schley

Lee

Taylor

Crawford

Macon

Wilcox

Pulaski

Twiggs

Turner

Houston

Irwin

Bleckley

Montgomery

Treutlen

Wheeler

Telfair

Laurens

Johnson

Appling

Toombs

Emanuel

Tattnall

Candler

Chatham

Bryan

Liberty

Bulloch

Long

Baker

Miller

Seminole

Early

Calhoun

Wayne

Lanier

Worth

Colquitt

Dougherty

Cook

Berrien

Tift

Bacon

Ware

Atkinson

Pierce

Brantley

Glynn

McIntosh

Decatur

Grady Thomas

Brooks

Lowndes Echols

Clinch

Charlton Camden

Mitchell

PLANS PREPARED BY:

5/5/2026DATE:

801 Broad Street, Suite 900

Augusta, GA 30901

T 706.251.9099

G M C N E T W O R K . C O M

LICENSE NO. 31134

STANLEY D. PRICE

STATE OF GEORGIA

REGISTERED ENGINEER

SPECIFYING CONSTRUCTION OF AIRPORTS.

CIRCULAR 150/5370-10H, STANDARDS FOR

SPECIFICATIONS INCLUDED IN FAA ADVISORY

SHALL BE IN ACCORDANCE WITH APPLICABLE FAA

FOR RUNWAY MARKING ITEMS OF WORK WHICH

2021 EDITION OR BY SPECIAL PROVISION, EXCEPT

CONSTRUCTION OF TRANSPORTATION SYSTEMS,

STATE OF GEORGIA, STANDARD SPECIFICATIONS

WITH GEORGIA DEPARTMENT OF TRANSPORTATION,

ALL MATERIALS USED SHALL BE IN ACCORDANCE

PID - T009232

LOCATION MAP

N.T.S.

WIMPYS AIRPORT

LUMPKIN COUNTY

CAMP WAHSEGA RD

0 200 400

GENERAL NOTES

PAVEMENT WIDTH

SAFETY AREA

PROFILE

RUNWAY END A

B C

7 CL

FAR PART 77 SURFACES

RUNWAY

A A

SECTION

SAFETY AREA DIMENSIONS

120'

250'

PRIMARY SURFACE

APPROACH SURFACE

200'

AT 0.0%

EL. = B

RUNWAY THRESHOLD

SURFACE (TYP)

TRANSITIONAL

SURFACE (TYP)

PRIMARY

SURFACE (TYP)

HORIZONTAL

ALONG THE SLOPES INDICATED.

EACH THRESHOLD.THE SECTION THEN RISES

THRESHOLD ELEVATION TO A POINT 200' BEYOND

RUNWAY CENTERLINE AT THE RUNWAY

IS LOCATED ON THE PROFILE OF THE EXTENDED

TO THE WIDTH INDICATED. THE PART 77 SURFACE

RUNWAY AT THE CENTERLINE ELEVATION AND

THE PART 77 SURFACE IS CENTERED ON THE

NOTE:

C

RUNWAY 34

1,322.4'

1,316.0'

RUNWAY 16/34

RUNWAY

RUNWAY 16

SAFETY NOTES

NO WORK PERFORMED WILL REQUIRE RUNWAY CLOSURE.5.

ROUTES (ON AND OFF AIRPORT PROPERTY).

THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION, MAINTENANCE, REMOVAL AND CLEANUP OF ALL HAUL4.

OR AIRPORT PERSONNEL GIVES PRIOR APPROVAL.

THE CONTRACTOR SHALL NOT AT ANY TIME BE ON THE RUNWAY OR TAXIWAY UNLESS THE ENGINEER3.

ALL OPEN EXCAVATIONS SHALL BE ADEQUATELY MARKED AND SIGNED.2.

N/A.

UNTIL DIRECTED BY THE OWNER OR OWNER’S REPRESENTATIVE TO RESUME.

SHOULD ANY AIRCRAFT ACCIDENT OR INCIDENT OCCUR THE CONTRACTOR SHALL IMMEDIATELY HALT WORK 8.

IN A SAFE OR APPROPRIATE MANNER.

AIRFIELD DRIVING PRIVILEGES OR ACCESS TO THE AIRFIELD MAY BE REVOKED TO ANY PARTY NOT OPERATING 7.

NONCOMPLIANCE BY THE OWNER OR OWNER’S REPRESENTATIVE.

NON-PENAL SUM OF $500 PER DAY FOR EACH CALENDAR DAY OF NON-COMPLIANCE AFTER BEING NOTIFIED OF ON AIRPORTS DURING CONSTRUCTION, SHALL BE FOLLOWED AT ALL TIMES. CONTRACTOR MAY BE FINED THE SAFETY PROVISIONS DEFINED HEREIN AS WELL AS REFERENCED IN FAA AC 150/5370-2G, OPERATIONAL SAFETY .

MAY REQUIRE MODIFICATION TO SIZE AND HEIGHT GUIDANCE IN THE MUTCD.

AIRCRAFT MUST COMPLY WITH THE FRANGIBILITY REQUIREMENTS OF AC 150/5220-23, FRANGIBLE CONNECTIONS, WHICH TRAFFIC CONTROL DEVICES (MUTCD) AND/OR STATE HIGHWAY SPECIFICATIONS. SIGNS ADJACENT TO AREAS USED BY TO AC 150/5340-18 AND, TO THE EXTENT PRACTICAL, WITH THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM CONTRACTOR SHALL ENSURE PAVEMENT MARKINGS AND SIGNS FOR CONSTRUCTION PERSONNEL WILL CONFORM 18.

AREA WIDTH

OBJECT FREE

250'

TAXIWAY 49' 89'

Not to scale

18" MAX

8'

BARRICADE FLAGS

RED HAZARD LIGHTS

@ 45° SLANT

REFLECTIVE STRIPES

ORANGE AND WHITE

ORANGE AND/OR WHITE IN COLOR

HIGH IMPACT, UV RESISTANT POLYETHYLENE

NOTES:

LOW PROFILE AIRCRAFT BARRICADE

THE REQUIREMENTS OF AC 150/5370-2G.

4. BARRICADE TYPE AND SPACING SHALL MEET

APPROVED BY THE ENGINEER,

PREVENT DISPLACEMENT. METHOD TO BE

3. CONTRACTOR SHALL WEIGHT BARRICADE TO

SHALL PROHIBIT AIRCRAFT AND VEHICLE ENTRY.

EDGE OF EITHER SIDE OF ANY PAVEMENT. BARRICADES

BE PROTECTED AND SHALL EXTEND TO 10' OFF THE

2. ALL BARRICADES SHALL DELINEATE THE AREA TO

UNITS MUST BE SECURED TO BARRIER.

MAINTENANCE, OR REMOVAL OF THIS BARRIER.

WILL BE NO DIRECT PAYMENT FOR FURNISHING,

TO BE PLACED ADJACENT TO EACH OTHER. THERE

FLASHING DURING HOURS OF DARKNESS. UNITS

1. CAUTION LIGHTS TO BE RED IN COLOR AND

ALL SPOT ELEVATIONS SHOWN REFLECT ELEVATIONS OF TOP OF ASPHALT OR GROUND.17.

AS SET FORTH IN THE CONTRACT DOCUMENTS.

TO THIS DAMAGE WILL RESULT IN THE ASSESSMENT OF LIQUIDATED DAMAGES OF THE AIRPORT DUE

IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. ANY DELAYS IN REOPENING PORTIONS REPAIRED

DURING CONSTRUCTION. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S ACTIONS SHALL BE

THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF AIRPORT PAVEMENT AND LIGHTING16.

REVIEW FAA AC 150/5370-2G OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION.

PRIOR TO THE COMMENCEMENT OF ANY PROJECT ITEMS, THE CONTRACTOR SHALL THOROUGHLY 15.

N/A14.

N/A13.

IMMEDIATELY.

OF THE PROJECT ENGINEER DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION

SIGNIFICANT CONSIDERED APPROXIMATE AND ARE TO CONVEY INTENT, BEIMPROVEMENTS ARE TO THE PLANS. DIMENSIONS GIVEN TO EXISTING RUNWAY/TAXIWAY LIGHT, OR AS CALLED OUT IN

STRIPE, CENTER OF 12. ALL DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT, CENTER OF

IMMEDIATELY.

THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER CONDITION OF ELEVATION IS FOUND, SIGNIFICANT DIFFERENCE IN SITE EXISTING IMPROVEMENTS. IF ANY ELEVATION OF THE

LOCATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXTENT, 11.

PERMITS PRIOR TO ANY CONSTRUCTION EFFORTS.BE IN POSSESSION OF ALL REQUIRED

ALL PERMITS REQUIRED AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND 10.

CONTRACTOR AT HIS EXPENSE.

SHALL BE REPAIRED BY THE ANY AREA THAT IS DISTURBED OUTSIDE LIMITS OF CONSTRUCTION 9.

INCLUDE THEM.

IN THE PROPOSAL FOR THE ITEMS WHICH WOULD MOST LOGICALLY CONTRACT BID PRICES LISTED

SUCH WORK SHALL BE INCLUDED IN THE INCIDENTAL TO THE PROJECT AND THE COST OF

SHALL BE CONSIDEREDANY WORK SHOWN ON THE PLANS, WITHOUT A SPECIFIC PAY ITEM, 8.

SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS.

REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITHBE

THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO ETC., SUCH THAT PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, FLUMES, FOUNDATIONS, AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, LOCATION APPROVED BY ALL GOVERNING

AND DISPOSITION IN A THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, 7.

WORK IS IN PROGRESS BY ANY TRADE. WHEN ANY

PRIME CONTRACTOR SHALL HAVE AN AUTHORIZED SUPERINTENDENT ON THE JOB AT ALL TIMES 6.

AIRCRAFT THROUGHOUT CONSTRUCTION.

THIS PROJECT WILL NOT AFFECT THE RUNWAY, TAXIWAY, OR APRON. THEY WILL REMAIN IN USE BY 5.

AND ADOPTED AT THE PRECONSTRUCTION CONFERENCE.

AT THE PRECONSTRUCTION MEETING. THIS SCHEDULE WILL BE DISCUSSED PLAN AND PRESENT IT

TIME LIMIT SPECIFIED. CONTRACTOR IS TO PREPARE SEQUENCE OF CONSTRUCTION OVERALL

THE CONTRACTOR MUST SCHEDULE OPERATIONS IN ORDER TO COMPLETE CONSTRUCTION IN THE 4.

REQUIREMENTS.

DOCUMENT (SPCD) THAT OUTLINES HOW THEY INTEND TO COMPLY WITH THE ESTABLISHED CSPP

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE 3.

TO THE SITE.

PROXIMITY , OTHER CONTRACTORS AND UTILITY COMPANIES AT, OR IN CLOSE AIRPORT MANAGER

ACTIVITIES WITH THE ENGINEER, THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION 2.

AND THE GEORGIA DEPARTMENT OF TRANSPORTATION (GDOT).

ENVIRONMENTAL PROTECTION DIVISION (EPD),ADMINISTRATION (FAA),THE

FEDERAL AVIATION AND TO INSPECTIONS BY REPRESENTATIVES OF THE AIRPORT, THE

CONTRACT DOCUMENTSTHE PROJECT IS SUBJECT TO ALL INSPECTIONS PROVIDED IN THE 1.

250'

STAGING AREA

HAUL ROUTE

84°01'05.33"W34°34'45.26"N 4

84°01'05.13"W34°34'44.50"N 3

84°01'04.52"W34°34'44.61"N 2

84°01'04.72"W34°34'45.37"N 1

LONGLAT #

STAGING AREA

LEGEND

STAGING AREA

WORK AREA

HAUL ROUTE

OR AIRPORT PERSONNEL GIVES PRIOR APPROVAL.

RUNWAY, TAXIWAY, OR APRON UNLESS THE ENGINEER

THE CONTRACTOR SHALL NOT AT ANY TIME BE ON THE

OF THE PROJECT.

THE RUNWAY WILL REMAIN OPEN FOR THE DURATION

NOTE:

TAXIWAY

APRON

2 0

P L A

N C

O N

S T

R U

C T

IO

N

S A

F E

T Y

P R

O J E

C T

L A

Y O

U T

A N

D

BARRICADES

AIRFIELD

BARRICADES

AIRFIELD

STREAM

25' STREAM BUFFER

o f s h e e t

IS

S

U E

D A

T E d ra w n b y c h e c k e d b y

S C

A L

E

C W

D

S P

D A

H L

O N

E G

A

G E

O R

G

IA

L U

M P

K

IN

C O

U N

T Y

W

IM

P

Y S

A

IR

P O

R T

A

IP

A

P

-9

-1

L u m p k in

C o u n ty

T A

U G

F U

E L

F A

R M

R E

P L

A C

E M

E N

T B ro a d S tr e e t, S u it e

T

.3

.3

G M

C N

E T

W O

R K

C

O M

A u g u s ta

G

A

FARM

FUEL

PROPOSED

1 2 4 3

EXCEEDING THE PLANNED PROJECT DURATION.

AMOUNT OF $500 PER DAY FOR ANY DAY

DAYS. LIQUIDATED DAMAGES SHALL BE IN THE

THE TOTAL PROJECT DURATION IS 30 CALANDAR

o f s h e

U E

D A

T E d ra w n b y c h e c k e d b y

S C

A L

E

C W

D

S P

D A

H L

O N

E G

A G

E O

R G

IA

L U

M P

K

IN

C O

U N

T Y

W

IM

P

Y S

A

IR

P O

R T

A

IP

A

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-9

-1

L u m p k in C o u n ty

T A

U G

N O

T T

O S

C A

L E

F U

E L

F A

R M

R E

P L

A C

E M

E N

T

N O

T T

O S

C A

L E

B ro a d S tr e e t, S u it e

T

.3

.3

G M

C N

E T

W O

R K

C

O M

A u g u s ta

G

A

DISTURBED AREAS ON SITE.

LEAVE THE SITE SIMILARLY TO OTHER RE-GRADED OR

PLEASING, AND SUCH THAT SEDIMENTS ARE NOT ALLOWED TO

POSITIVE DRAINAGE IS ACHIEVED, THAT IS AESTHETICALLY

STOCKPILE IS TO BE CONSTRUCTED IN SUCH A WAY THAT

LOCATION AS DIRECTED BY THE ENGINEER FOR RE-USE.

EARTHWORK. TOPSOIL SHALL BE STOCKPILED ON SITE IN A

AND OTHER UNSUITABLE MATERIAL PRIOR TO ANY OTHER

2010. THE CONTRACTOR SHALL STRIP AWAY ALL TOPSOIL, ROOTS,

EQUIPMENT STAGING AND TRAFFIC TO SPECIFIC AREAS.

TRAFFIC TO SPECIFIC AREAS. ORT SHALL BE MADE TO LOCALIZE

EFFORT SHALL BE MADE TO LOCALIZE EQUIPMENT STAGING AND

MINIMIZE EQUIPMENT TRAFFIC ACROSS THE SITE. EVERY

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

WATERING WILL BE CRITICAL TO SITE CONSTRUCTION EFFORTS.

PROPER PROTECTION OF SUB GRADE, DRAINAGE AND DE-

DURING SITE PREPARATION AND GRADING OPERATIONS.

2009. UNSTABLE AND PUMPING SUB GRADE CONDITIONS MAY OCCUR

SHALL BE KEPT TO A MINIMUM.

EROSION AND SILTATION OFF OF ADJACENT PROPERTIES. DUST

2008. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING

THE RESPONSIBILITY OF THE CONTRACTOR.

MAINTENANCE OF ALL BEST MANAGEMENT PRACTICES SHALL BE

WORKAND MAINTAINED THROUGHOUT CONSTRUCTION. THE

2007. EROSION CONTROL ITEMS SHALL BE PLACED PRIOR TO

TRAFFIC TO SPECIFIC AREAS.

EFFORT SHALL BE MADE TO LOCALIZE EQUIPMENT STAGING AND

MINIMIZE EQUIPMENT TRAFFIC ACROSS THE SITE. EVERY

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

WATERING WILL BE CRITICAL TO SITE CONSTRUCTION EFFORTS.

PROPER PROTECTION OF SUB GRADE, DRAINAGE AND DE-

DURING SITE PREPARATION AND GRADING OPERATIONS.

2006. UNSTABLE AND PUMPING SUB GRADE CONDITIONS MAY OCCUR

NOTIFY THE PROJECT ENGINEER IMMEDIATELY.

CONDITION OR ELEVATION IS FOUND, THE CONTRACTOR SHALL

IMPROVEMENTS. IF ANY SIGNIFICANT DIFFERENCE IN SITE

EXTENT, LOCATION AND ELEVATION OF THE EXISTING

2005. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

SHALL BE KEPT TO A MINIMUM.

EROSION AND SILTATION OFF OF ADJACENT PROPERTIES. DUST

2004. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING

CONTROL.

INCIDENTAL TO PAY ITEM C-102, TEMPORARY EROSION

CONTROL, ARE THE CONTRACTOR’S RESPONSIBILITY AND ARE

WATTLES, ETC.), NECESSARY TO MAINTAIN ADEQUATE EROSION

TEMPORARY SEEDING AND MULCHING, FERTILIZING, SILT FENCE,

TEMPORARY EROSION CONTROL ITEMS (INCLUDING

TO PREVENT ANY STREAM OR WETLAND INCURSION. ALL

ENSURE DEQUATE EROSION CONTROL MEASURES ARE IN PLACE

ENGINEER.IT IS THE CONTRACTOR'S RESPONSIBILITY TO

EROSION CONTROL ITEMS SHOWN ARE A SUGGESTION BY THE

WORKAND MAINTAINED THROUGHOUT CONSTRUCTION.

2003. EROSION CONTROL ITEMS SHALL BE PLACED PRIOR TO

STORM WATER TO BE TRAPPED.

HAS POSITIVE DRAINAGE AT ALL TIMES, AND DOES NOT ALLOW

2002. THE CONTRACTOR IS TO ENSURE THAT THE ENTIRE PROJECT

TO BEGINNING WORK.

2001. THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS PRIOR

MORE THAN 1/2 INCH VERTICALLY.

CROSS-SECTIONS SHOWN ON THE PLANS DO NOT DEVIATE

SURVEYED TO VERIFY THAT THE GRADE ELEVATIONS AND/OR

2000. THE FINAL FINISHED SURFACE OF THE GRADE SHALL BE

GRADING AND DRAINAGE NOTES

1,000 FEET OF THE AIRPORT PROPERTY.

1902. ELECTRICAL BLASTING CAPS ARE PROHIBITED ON OR WITHIN

AND THE AIRPORT OPERATOR HAS APPROVED THEIR USE.

UNLESS ADEQUATE FIRE SAFETY PRECAUTIONS ARE PROVIDED

1901. USE OF OPEN FLAME WELDING OR TORCHES ARE PROHIBITED

DETERMINAL LETTER IS ISSUED FOR SUCH EQUIPMENT.

CONCRETE PUMPS, SHALL BE PERMITTED UNLESS A 7460-1

1900. NO USE OF TALL EQUIPMENT INCLUDING CRANES AND

OTHER LIMITATIONS ON CONSTRUCTION

WITHOUT CAUSING STRUCTURAL DAMAGE TO THE AIRCRAFT.

EQUIPMENT, AND THE OCCASIONAL PASSAGE OF AIRCRAFT

REMOVAL EQUIPMENT, AIRCRAFT RESCUE AND FIREFIGHTING

AND CAPABLE, UNDER DRY CONDITIONS, OF SUPPORTING SNOW

RUTS, HUMPS, DEPRESSIONS, OR OTHER SURFACE VARIATIONS,

CLEARED AND GRADED AND HAVE NO POTENTIALLY HAZARDOUS

AREA STANDARDS, THAT IS, THE SAFETY AREA MUST BE

1807. SOIL EROSION MUST BE CONTROLLED TO MAINTAIN SAFETY

HOURS OF RESTRICTED VISIBILITY OR DARKNESS.

AREAS ARE PROMINENTLY MARKED AND LIGHTED DURING

STOCKPILED MATERIALS AND EQUIPMENT ADJACENT TO THESE

OPERATIONAL RUNWAY. THE CONTRACTOR MUST ENSURE THAT

PERMITTED WITHIN THE RSA, OFZ, AND OFA OF AN

1806. STOCKPILED MATERIALS AND EQUIPMENT STORAGE ARE NOT

ACTIVITIES THAT PENETRATE THE SURFACES.

THE RUNWAY MUST BE CLOSED OR DISPLACED FOR ANY

APPROACH/DEPARTURE SURFACES OF AN ACTIVE RUNWAY.

EQUIPMENT SHALL REMAIN OUTSIDE OF THE RUNWAY

1805. RUNWAY APPROACH/DEPARTURE SURFACES. PERSONNEL AND

ANY OTHER HAUL ROUTE THAN THE ONE DESIGNATED.

RIGHT OF WAY. CONTRACTOR WILL NOT BE PERMITTED TO USE

AIRCRAFT TRAFFIC ACCORDINGLY ALWAYS GIVING THE AIRCRAFT

ESCORTED VEHICLES AT ANY GIVEN TIME AND REPORT TO

OF THE FLAGGER TO VERIFY THE MOVEMENT/POSITION OF ALL

LOCAL AIRCRAFT TRAFFIC PATTERN. IT IS THE RESPONSIBILITY

FREQUENCIES, AND VISUAL VERIFICATION OF THE AIRPORT'S

COMMUNICATIONS, INCLUDING USING APPROPRIATE RADIO

KNOW AND OBSERVE THE PROPER PROCEDURES FOR

WILL ENSURE THAT PERSONNEL ENGAGED IN SUCH ACTIVITIES

AREAS WHILE THE RUNWAY IS OPEN. THE AIRPORT OPERATOR

AIRPORT'S SAFETY AREAS, APPROACH SURFACES, OR CRITICAL

ENSURE NO CONSTRUCTION VEHICLES IMPROPERLY ENTER THE

CONTROL THE ACCESS OF THE CONSTRUCTION VEHICLES TO

508. CONTRACTOR TO PROVIDE HAUL ROUTE FLAGGER TO ACTIVELY

FREQUENCY.

NOT BE ALLOWED ON THE UNICOM CONTROL OR ANY OTHER FAA

COMMUNICATIONS BETWEEN CONTRACTOR PERSONNEL WILL

THE UNICOM FREQUENCY OF 123.0 MHZ. NORMAL RADIO

CONTAIN RADIOS CAPABLE OF TRANSMITTING AND RECEIVING

507. ALL FOREMAN'S AND SUPERINTENDENT'S VEHICLES SHALL

CIRCULARS 150/5370-2G, 150/5210-50 AND 70/7460-1.

EMERGENCY WARNING LIGHT, ACCORDING TO FAA ADVISORY

VISIBILITY SHALL BE LIGHTED WITH A FLASHING CIRCULAR AMBER

OPERATING DURING HOURS OF DARKNESS OR REDUCED

WARNING FLAGS OR BEACONS. VEHICLES AND EQUIPMENT

THE AIRPORT PROPERTY SHALL BE MARKED WITH STANDARD FAA

506. ALL CONSTRUCTION VEHICLES AND EQUIPMENT OPERATING ON

APPROVAL.

UNLESS THE ENGINEER OR AIRPORT PERSONNEL GIVES PRIOR

505. THE CONTRACTOR SHALL NOT, AT ANY TIME, BE ON THE AIRFIELD

WILL NOTIFY FAA.

ADVANCE WITH THE OWNER OR OWNER’S REPRESENTATIVE WHO

THE SURFACES, THIS ACTIVITY MUST BE COORDINATED WELL IN

SHOULD A CONSTRUCTION ACTIVITY REQUIRE PENETRATION OF

THE IMAGINARY SURFACES DESCRIBED ON THE PART 77 DETAIL.

504. CONTRACTOR TO ENSURE EQUIPMENT DOES NOT PENETRATE

503. N/A

AREA.

WITH THE CONSTRUCTION LIMITS, HAUL ROUTE AND STAGING

502. ALL CONTRACTOR EQUIPMENT AND VEHICLES SHALL REMAIN

INCLUDE FLAGS AND FLAGS AND FLASHING YELLOW LIGHTS.

AND FAA AC 150/5210-50, CHAPTERS 4D3 AND 5A1 OF WHICH

WITH FAA AC 70/7460-1 "OBSTRUCTION MARKING AND LIGHTING"

501. MARK AND LIGHT CONSTRUCTION EQUIPMENT IN ACCORDANCE

ON THE AIRFIELD.

REQUIRED FOR CONSTRUCTION ACTIVITIES ARE NOT ALLOWED

ACTIVE RUNWAY OR TAXIWAY. PERSONAL VEHICLES NOT

OUTSIDE OF THE OFZ AND NEVER IN THE SAFETY AREA OF AN

VEHICLES IN AN AREA DESIGNATED BY THE AIRPORT OPERATOR

CONTRACTOR MUST PARK AND SERVICE ALL CONSTRUCTION

ENTRY OF PERSONS, VEHICLES, OR ANIMALS ONTO THE AIRFIELD.

ACCESS ROUTES TO PREVENT INADVERTENT OR UNAUTHORIZED

SHALL PROVIDE CONTROL FOR VEHICLE AND PEDESTRIAN

500. CONTRACTOR ACCESS IS SHOWN ON THE CSPP. CONTRACTOR

CONTRACTOR ACCESS

400. OMIT

PROTECTION OF NAVIGATIONAL AIDS (NAVAIDS)

NOT BE AFFECTED BY CONSTRUCTION.

301. AIRCRAFT TENANT USE OF ACCESS ROADS AND UTILITIES WILL

LAYOUT AND CONSTRUCTION SAFETY PLAN SHEET.

300. THIS PROJECT WILL AFFECT THE AREA NOTED ON THE PROJECT

AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITIES

204. N/A

DISCUSSED AND ADOPTED AT THE MEETING.

PRECONSTRUCTION CONFERENCE. THIS SCHEDULE WILL BE

CONSTRUCTION PLAN AND PRESENT IT AT THE

SPECIFIED. CONTRACTOR IS TO PREPARE SEQUENCE OF

COMPLETE CONSTRUCTION IN THE OVERALL TIME LIMIT

203. THE CONTRACTOR MUST SCHEDULE OPERATIONS IN ORDER TO

FROM OWNER AND ENGINEER.

RE-OPENED TO AIRCRAFT WITHOUT INSPECTION AND APPROVAL

202. IN THE CASE OF PAVEMENT CLOSURE, NO PAVEMENT SHALL BE

DURATION OF THE PROJECT.

201. THE TAXIWAY, APRON, AND RUNWAY WILL REMAIN OPEN FOR THE

200. THE PROJECT SHALL BE COMPLETED IN ONE PHASE.

PHASING

SHALL BE SUBMITTED IN WRITING.

CSPP. ANY REQUESTED CHANGES TO THE SCOPE OR SCHEDULE

102. SCOPE OR SCHEDULE CHANGES MAY BE REQUIRED FOR THE

MEETINGS.

OPERATIONAL SAFETY WILL BE A TOPIC OF DISCUSSION AT ALL

DETERMINED AT THE PRE-CONSTRUCTION CONFERENCE.

THROUGHOUT THE PROJECT. THE SCHEDULE WILL BE

101. CONTRACTOR PROGRESS MEETINGS WILL BE HELD REGULARLY

REQUIREMENTS.

HOW THEY INTEND TO COMPLY WITH THE ESTABLISHED CSPP

SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) THAT OUTLINES

100. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A

COORDINATION

MANAGEMENT”FOR ADDITIONAL INFORMATION.

701. REFER TO FAA AC 150/5210-24, “FOREIGN OBJECT DEBRIS (FOD)

CAPACITY TO CLEAN ALL PAVEMENTS.

MAINTAINED ON SITE AT ALL TIMES IN SUFFICIENT QUANTITY AND

SAFETY AREAS. PAVEMENT CLEANING EQUIPMENT SHALL BE

COMPLETELY REMOVED FROM PAVED AND TURFED AREAS WITHIN

AIRPORT OPERATIONS AREAS. ALL LOOSE MATERIAL SHALL BE

LOOSE MATERIAL, AND DEBRIS CAN BE REMOVED FROM ALL

EQUIPMENT SHALL BE PROVIDED IN ORDER THAT ALL WASTE,

700. SUFFICIENT VACUUM TYPE SWEEPERS AND CLEANING

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

ON OR NEW AIRPORTS”FOR ADDITIONAL INFORMATION.

604. REFER TO AC 150/5200-33, “HAZARDOUS WILDLIFE ATTRACTANTS

WILDLIFE AND FOREIGN OBJECT DAMAGE.

AIRCRAFT OPERATIONS AND TO PREVENT ATTRACTION OF

AN APPROVED LOCATION SO AS NOT TO BE A HAZARD TO

603. STOCKPILES MATERIALS SHALL BE STABILIZED AND STORED AT

DISRUPTION OF WILDLIFE HABITAT.

602. CONTRACTOR TO MAKE ALL REASONABLE EFFORT TO AVOID THE

SEEDS DO NOT ATTRACT WILDLIFE.

601. SEEDING SHALL FOLLOW PROJECT SPECIFICATIONS TO ENSURE

HAZARDS ON AIRPORTS, SUCH AS TRASH AND STANDING WATER.

AVOID CONSTRUCTION ACTIVITIES THAT CAN CREATE WILDLIFE

WILDLIFE. CONTRACTOR PERSONNEL MUST BE AWARE OF AND

REMOVE WASTE OR LOOSE MATERIALS THAT MIGHT ATTRACT

600. CONTRACTOR SHALL CAREFULLY CONTROL AND CONTINUOUSLY

WILDLIFE MANAGEMENT

SIGNED, AND IN ACCORDANCE WITH AC 150/5370-2G.

519. ALL OPEN EXCAVATIONS SHALLL BE ADEQUATELY MARKED,

SHALL BE USED IN ACCORDANCE WITH AC 150/5370-2G.

BARRICADES AND RUNWAY AND TAXIWAY CLOSURE MARKINGS

AREAS SHALL BE SEPARATED BY BARRICADES. LOW PROFILE

518. ALL ACTIVE AIRPORT OPERATIONAL AREAS ADJACENT TO WORK

ACCESS TO PROJECT HAUL ROUTES.

517. THE CONTRACTOR SHALL PROVIDE ANY SIGNS NEEDED FOR

DIRECTED BY ENGINEER.

PROJECT LIMITS SHALL BE RECLAIMED AND/OR LEFT IN PLACE AS

516. AT PROJECT COMPLETION, PROJECT HAUL ROUTE WITHIN

RESTORATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

CONSTRUCTION REQUIRED TO REACH FINAL STABILIZATION AND

GRADING, E&S CONTROLS, AND OTHER MISCELLANEOUS

ROADS SHALL ENSURE POSITIVE DRAINAGE IS ACHIEVED.

ADDITIONAL COST TO THE OWNER. FINAL RESTORATION OF HAUL

HAUL ROUTES (ON AND OFF AIRPORT PROPERTY) AT NO

MAINTENANCE, REMOVAL, CLEANUP, FINAL STABILIZATION OF ALL

515. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION

THIS WORK.

THE PROJECT SITE. NO ADDITIONAL PAYMENT WILL BE MADE FOR

514. HAUL ROUTE STABILIZATION MAY BE REQUIRED FOR ACCESS TO

CONTRACTOR AT NO ADDTIONAL EXPENSE.

AIRFIELD. DUST CONTROL SHALL BE PROVIDED BY THE

SHALL BE MITIGATED SO AS TO NOT ADVERSELY EFFECT THE

CONSTRUCTION AND DURING USAGE OF HAUL ROUTES. DUST

513. IN GENERAL, DUST SHALL BE KEPT TO A MINIMUM DURING

PEOPLE.

LOCKED TO PREVENT ACCESS BY ANIMALS AND UNAUTHORIZED

SHOULD BE EQUIPPED SO THEY CAN BE SECURELY CLOSED AND

VEHICLES OR PERSONNEL. TEMPORARY GATES IF REQUIRED

SECURITY FENCING TO PERMIT THE PASSAGE OF CONSTRUCTION

CONSTRUCTION WHEN ACCESS POINTS ARE CREATED IN THE

512. CONTRACTOR SHALL TAKE CARE TO MAINTAIN SECURITY DURING

MUST BE BONDED, AND MUST BOND SUCH ROADS.

CONTRACTOR MUST DETERMINE WHICH NON-AIRPORT ROADS

NECESSARY PERMITS, APPROVALS, AND BONDING. THE

RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL

FROM THE APPROPRIATE PUBLIC ENTITIES. IT IS THE SOLE

PUBLIC ROADS FOR HAULING AND ACCESS MUST BE OBTAINED

OVER THE AFFECTED ROUTE. CONTRACTOR PERMISSION TO USE

STREETS) WITH THE APPROPRIATE OWNER HAVING JURISDICTION

ACCESS ROUTES (STATE HIGHWAYS, LOCAL ROADS, OR CITY

CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE

AS SHOWN AND ARE SUBJECT TO CHANGE. IT SHALL BE THE

511. THE LOCATION OF ACCESS ROUTES ON THE AIRPORT SITE ARE

OWNER.

THESE AREAS MUST BE REPAIRED TO THE SATISFACTION OF THE

SHOWN. ANY DAMAGES CAUSED BY THE CONTRACTOR'S USE OF

510. THE CONSTRUCTION EQUIPMENT STORAGE/STAGING AREA IS AS

HAUL ROUTES UNLESS OTHERWISE AUTHORIZED.

REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR

CONTRACTOR VEHICLES AND CONSTRUCTION TRAFFIC SHALL

SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES. ALL

COMMENCEMENT OF WORK. ALL ROADS TO AIRPORT FACILITIES

SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE

THE AIRPORT WILL BE THE CONTRACTOR'S RESPONSIBILITY, AND

CONSTRUCT ADDITIONAL HAUL ROUTES OR ACCESS POINTS ON

AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO

DOCUMENTS. FENCING, DRAINAGE, GRADING, E&S CONTROLS,

CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT

CONSTRUCTION AND RESTORED UPON COMPLETION OF

SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT

THE CONTRACTOR AND THE ENGINEER. ON-SITE ACCESS ROUTES

ROUTES SHALL BE JOINTLY INSPECTED AND PHOTOGRAPHED BY

509. THE BEFORE AND AFTER CONDITION OF ON-SITE ACCESS

APPROPRIATE MANNER.

MAY BE REVOKED TO ANY PARTY NOT OPERATING IN A SAFE OR

1200. AIRFIELD DRIVING PRIVILEGES OR ACCESS TO THE AIRFIELD

PENALTIES

CONTRACTOR.

LIGHTING CABLE SHALL BE THE RESPONSIBILITY OF THE

1107. THE COST FOR THE REMOVAL AND DISPOSAL OF ANY EXISTING

CONTRACTOR WITHIN THE LIMITS OF CONSTRUCTION.

REPLACE, ETC, UTILITIES SHALL BE THE RESPONSIBILITY OF THE

1106. THE WORK REQUIRED TO RELOCATE, REMOVE, INSTALL,

MARKER AT ALL APPLICABLE LOCATIONS.

CONTRACTOR SHALL SUPPLY AND INSTALL A CONCRETE SPLICE

CONTRACTOR. IF REQUIRED BY THE ENGINEER, THE

APPROVED BY THE OWNER PRIOR TO BACKFILLING BY THE

CONTRACTOR'S EXPENSE AND SHALL BE INSPECTED AND

COMPLETED. ALL SUCH REPAIRS SHALL BE AT THE

MUST BE STARTED IMMEDIATELY AND CONTINUE UNTIL

THE AIRPORT MUST BE NOTIFIED IMMEDIATELY. THE REPAIR

THAT THE CONTRACTOR DAMAGES A CABLE, THE ENGINEER AND

EXISTING UNDERGROUND ELECTRICAL CABLES. IN THE EVENT

1105. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION OF

DEBRIS SHALL BE THE CONTRACTOR'S RESPONSBILITY.

ABANDONED UNDERGROUND UTILITIES & MISCELLANEOUS

1104. THE COST FOR THE REMOVAL AND DISPOSAL OF ANY

THE WORK.

SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH

COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL

ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY

EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND

ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY

TO BE INTERPRETED AS THE EXACT LOCATION, AND AS THE

1103. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT

CHARGES.

CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND

PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE

UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE

PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE

COORDINATE WITH THE UTILITY COMPANY CONCERNING

RELOCATION OF UTILITIES. THE CONTRACTOR SHALL

UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR

1102. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE

AROUND THE UTILITY.

(3) BUSINESS DAYS PRIOR TO COMMENCEMENT OF OPERATIONS

GROUND. THIS NOTIFICATION SHALL BE GIVEN AT LEAST THREE

PROPERLY LOCATE THEIR RESPECTIVE UTILITY ON THE

SHALL CONTACT THE UTILITY OWNERS AND REQUEST THEM TO

UTILITIES. PRIOR TO COMMENCING WORK, THE CONTRACTOR

OWNER OF HIS PLAN OF OPERATION IN THE AREA OF THE

1101. THE CONTRACTOR SHALL NOTIFY EACH INDIVIDUAL UTILITY

WILL BE INCLUDED IN THE PRICE BID.

UTILITIES FROM DAMAGE AND FURNISHING SPECIAL EQUPIMENT

FURNISH SUCH EQUIPMENT. THE COST OF PROTECTING

THE UTILITIES, THE CONTRACTOR WILL BE REQUIRED TO

SPECIAL EQUIPMENT IS REQUIRED TO WORK OVER AND AROUND

DURING CONSTRUCTION OF THIS PROJECT. IN THE EVENT THAT

MEASURES TO SAFEGUARD EXISTING UTILITIES FROM DAMAGE

1100. THE CONTRACTOR WILL PROVIDE ALL NECESSARY PROTECTIVE

UTILITIES

TRANSPORTATION (GDOT).

DIVISION (EPD), THE GEORGIA DEPARTMENT OF

ADMINISTRATION (FAA), THE ENVIRONMENTAL PROTECTION

REPRESENTATIVES OF THE AIRPORT, THE FEDERAL AVIATION

THE CONTRACT DOCUMENTS AND TO INSPECTIONS BY

1002. THE PROJECT IS SUBJECT TO ALL INSPECTIONS PROVIDED IN

SUPERINTENDENT IS NOT PRESENT.

RIGHT TO REJECT ANY WORK PERFORMED WHEN

IS IN PROGRESS BY ANY TRADE. THE OWNER RESERVES THE

SUPERINTENDENT ON THE JOB AT ALL TIMES WHEN ANY WORK

PRIME CONTRACTOR SHALL HAVE AN AUTHORIZED 1001.

CONFORMANCE WITH THE CSPP.

1000. DAILY INSPECTIONS SHALL BE CONDUCTED TO ENSURE

INSPECTION REQUIREMENTS

REPRESENTATIVE.

FOLLOWED IMMEDIATELY BY THE OWNER OR OWNER’S

CONTACT 911 OR THE APPROPRIATE RESPONSE AGENCY

902. IN THE EVENT OF AN EMERGENCY, THE CONTRACTOR SHALL

APPROPRIATE NOTICE TO AIRMEN (NOTAM).

WITH THE ENGINEER. THE OWNER WILL ISSUE THE

901. CONTRACTOR TO COORDINATE ALL ACTIVITIES ON THE AIRFIELD

DAYTIME AND AFTER HOURS.

REPRESENTATIVES AND POINTS OF CONTACT FOR CONTACT FOR

900. CONTRACTOR SHALL PROVIDE A LIST OF RESPONSIBLE

NOTIFICATION OF CONSTRUCTION ACTIVITIES

INFORMATION.

“MANAGEMENT OF AIRPORT INDUSTRIAL WASTE” FOR ADDITIONAL

HAZARDOUS MATERIAL. REFER TO FAA AC 150/5320-15,

IMMEDIATELY IN THE EVENT OF A SPILL, LEAK, OR RELEASE OF A

CONTRACTOR TO NOTIFY OWNER OR OWNER’S REPRESENTATIVE

HYDRAULIC FLUID LEAKS, OR OTHER HAZARDOUS MATERIALS.

CONTAIN AND CLEAN-UP SPILLS RESULTING FROM FUEL,

APPROPRIATE EQUIPMENT AND PROCEDURES TO EXPEDITIOUSLY

EQUIPMENT ON THE AIRPORT MUST BE PREPARED WITH

800. CONTRACTORS OPERATING CONSTRUCTION VEHICLES AND

HAZARDOUS MATERIAL (HAZMAT) MANAGEMENT

TAXIWAY IS OPEN FOR AIRCRAFT OPERATIONS.

OCCUR WITHIN THE TAXIWAY OBJECT FREE AREA WHILE THE

(TOFA) DURING NORMAL OPERATIONS. NO CONSTRUCTION MAY

REGULARLY PENETRATE THE TAXIWAY OBJECT FREE AREA

1804. TAXIWAY OBJECT FREE AREA (TOFA). AIRCRAFT WINGS

FREE ZONE (OFZ).

NECESSARY FOR WORK PERFORMED IN THE RUNWAY OBSTACLE

WHILE THE RUNWAY IS OPEN. RUNWAY WILL BE CLOSED AS

OUTSIDE OF ACTIVE RUNWAY OBSTACLE FREE ZONE (OFZ)

1803. OBSTACLE FREE ZONE (ROFZ). EQUIPMENT SHALL REMAIN

RE-OPENED.

SAFETY AREA MUST BE BACKFILLED BEFORE THE PAVEMENT IS

AREA WHILE THE TAXIWAY IS OPEN. EXCAVATIONS WITHIN THE

EXCAVATIONS ARE PERMITTED WITHIN THE TAXIWAY SAFETY

1802. TAXIWAY SAFETY AREAS (TSA). NO EQUIPMENT OR OPEN

SHOULD NOT BE STOCKPILED WITHIN THE ROFA.

REMOVED FROM THE ROFA WHEN NOT IN USE AND MATERIAL

OBJECT FREE AREA (ROFA). HOWEVER, EQUIPMENT MUST BE

INCLUDING EXCAVATIONS, ARE PERMITTED WITHIN THE RUNWAY

1801. RUNWAY OBJECT FREE AREA (ROFA). CONSTRUCTION,

RE-OPENED.

SAFETY AREA MUST BE BACKFILLED BEFORE THE PAVEMENT IS

AREA WHILE THE RUNWAY IS OPEN. EXCAVATIONS WITHIN THE

EXCAVATIONS ARE PERMITTED WITHIN THE RUNWAY SAFETY

1800. RUNWAY SAFETY AREAS. NO EQUIPMENT OR OPEN

SURFACES

FREE AREAS, OBSTACLE FREE ZONES, AND APPROACH/DEPARTURE

PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS, OBJECT

1700. NOT APPLICABLE

WORK ZONE LIGHTING FOR NIGHTTIME CONSTRUCTION

SAFETY AREA OF INTERSECTING TAXIWAYS.

OF FAA AC 150/5370-2G. PLACE BARRICADES OUTSIDE THE

MARKED WITH A WHITE X IN COMPLIANCE WITH THE STANDARDS

1602. RUNWAYS CLOSED TO AIRCRAFT OPERATIONS SHALL BE

SIGNED, AND IN ACCORDANCE WITH AC 150/5370-2G.

1601. ALL OPEN EXCAVATIONS SHALL BE ADEQUATELY MARKED,

SHALL BE USED IN ACCORDANCE WITH AC 150/5370-2G.

BARRICADES AND RUNWAY AND TAXIWAY CLOSURE MARKINGS

AREAS SHALL BE SEPARATED BY BARRICADES. LOW PROFILE

1600. ALL ACTIVE AIRPORT OPERATIONAL AREAS ADJACENT TO WORK

HAZARD MARKING AND LIGHTING

ACCESS TO PROJECT HAUL ROUTES.

1500. THE CONTRACTOR SHALL PROVIDE ANY SIGNS NEEDED FOR

MARKING AND SIGNS FOR ACCESS ROUTES

FUNCTION EVEN IF THE CROSSING TAXIWAY IS CLOSED.

CROSSING TAXIWAY CONTINUE TO PERFORM THEIR NORMAL

PILOTS. NOTE THAT INFORMATION SIGNS IDENTIFYING A

IT MUST BE COVERED OR REMOVED TO PREVENT MISDIRECTING

1405. IF AN AIRFIELD SIGN DOES NOT SERVE ITS NORMAL FUNCTION,

CONTRACT DOCUMENTS.

ASSESSMENT OF LIQUIDATED DAMAGES AS SET FORTH IN THE

AIRPORT DUE TO THIS DAMAGE WILL RESULT IN THE

EXPENSE. ANY DELAYS IN REOPENING PORTIONS OF THE

SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S

ALL DAMAGE RESULTING FROM THE CONTRACTOR'S ACTIONS

AIRPORT PAVEMENT AND LIGHTING DURING CONSTRUCTION.

1404. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF

MARKING.

SUCH MARKINGS MUST BE OF A COLOR SIMILAR TO THE

THE EVEN OF INADVERTENT CONTACT. ITEMS USED TO SECURE

OF MATERIALS THAT WILL MINIMIZE DAMAGE TO AN AIRCRAFT IN

VORTICES, AND OTHER WIND CURRENTS AND CONSTRUCTED

TO PREVENT MOVEMENT BY PROP WASH, JET BLAST, WING

CONFUSING, OR DECEPTIVE. ALL MUST BE SECURED IN PLACE

MUST BE CLEARLY VISIBLE TO PILOTS, NOT MISLEADING,

1403. AIRPORT MARKINGS, LIGHTING, SIGNS, AND VISUAL NAVAIDS

LIGHT CIRCUITS.

LIGHT CIRCUITS, REIL CIRCUIT, PAPI CIRCUIT AND THRESHOLD

OPENING PAVEMENT INCLUDING, BUT NOT LIMITED TO: EDGE

1402. ALL ELECTRICAL ITEMS MUST BE OPERATIONAL PRIOR TO

AND OPERATIONAL.

MARKING, LIGHTING, SIGNS, AND VISUAL AIDS REMAIN IN PLACE

REMAIN CLEARLY MARKED AND VISIBLE AT ALL TIMES AND THAT

PROJECT, CONTRACTOR SHALL VERIFY THAT THESE AREAS

THROUGHOUT THE DURATION OF THE CONSTRUCTION

FROM CONSTRUCTION AREAS, INCLUDING CLOSED RUNWAYS.

WILL BE OPERATING ARE CLEARLY AND VISIBLY SEPARATED

1401. CONTRACTOR SHALL ENSURE THAT AREAS WHERE AIRCRAFT

1400.N/A

RUNWAY AND TAXIWAY VISUAL AIDS

OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION.

CONTRACTOR SHALL THOROUGHLY REVIEW FAA AC 150/5370-2G

1301. PRIOR TO THE COMMENCEMENT OF ANY PROJECT ITEMS, THE

BY THE OWNER OR OWNER’S REPRESENTATIVE TO RESUME.

CONTRACTOR SHALL IMMEDIATELY HALT WORK UNTIL DIRECTED

1300. SHOULD ANY AIRCRAFT ACCIDENT OR INCIDENT OCCUR THE

SPECIAL CONDITIONS

3 0

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0 10 20

LEGEND

EXISTING DITCH

EXISTING TREE LINE

EXISTING POWER POLE

EXISTING SEPTIC SYSTEM

EXISTING BOX HANGAR

EXISTING ASPHALT

CONSIDERED INCIDENTAL TO THE PROJECT.

NECESSARY TO COMPLETE THE WORK. THE COST OF THIS WORK SHALL BE

CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, AND EQUIPMENT

MAINTAIN AND PROTECT THESE SWALES DURING CONSTRUCTION, THE

THE EXISTING FUEL FARM. IF PIPES OR OTHER MATERIALS ARE REQUIRED TO

3. THE CONTRACTOR SHALL PROTECT ALL DRAINAGE SWALES SURROUNDING

PROPERTY IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

SHALL BE DEMOLISHED AND PROPERLY DISPOSED OF OFF AIRPORT

2. EXISTING FUEL FARM STRUCTURES AND ASSOCIATED CONCRETE PADS

1. CONTRACTOR TO FIELD LOCATE AND PROTECT ALL EXISTING UTILITIES

DEMOLITION PLAN:

BE REMOVED

TANK AND SLAB TO

EXISTING FUEL FARM

REMOVED

PEDESTALS TO BE

SERVICE LINES AND

EXISTING FUEL FARM

STATION TO BE REMOVED

AND SELF SERVICE FUELING

EXISTING CREDIT CARD PEDESTAL

TANK TO BE PROTECTED

EXISTING SEPTIC

TO BE PROTECTED

TANK DRAIN LINES

EXISTING SEPTIC

EXISTING POWER POLE

APPROXIMATE LOCATION OF

EXISTING POWER POLE

APPROXIMATE LOCATION OF

EMERGENCY SHUT OFF BUTTON

APPROXIMATE LOCATION OF

EXISTING FENCE

o f s h e

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LADDER, AND CLOCK GAUGE.

7. FUELING SYSTEM SPECS INCLUDE: WATERPROOF ELECTRICAL PANEL, FUEL/WATER SEPARATOR (FWS), FREEZE-PROOF DRAIN SYSTEM, SAFE AND CONVENIENT ACCESS

6. SEE TS-151 IN THE PROJECT MANUAL FOR REQUIREMENTS REGARDING THE COMPLETE FUELING SYSTEM.

REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION. ALSO WORK SHALL BE COORDINATED WITH FINAL FUELING SYSTEM PLANS.

5. ALL JOINTS FOR CONSTRUCTION ARE NOT SHOWN, THE CONTRACTOR IS RESPONSIBLE FOR FINAL JOINT LAYOUT AND SHALL SUBMIT A FINAL JOINT LAYOUT PLAN FOR

(2) FIRE EXTINGUISHERS ARE REQUIRED.

4. NEW UL RATED 40-B:C FIRE EXTINGUISHERS SHALL BE PROVIDED AS NOTED IN THE FUEL TANK SPECIFICATIONS AND PER STATE FIRE CODES, A MINIMUM OF TWO

REFUELING SYSTEM SHALL BE COMPLETE IN ACCORDANCE WITH NFPA 407, FAA AC 150/5230-4B, GEORGIA (INTERNATIONAL) FIRE CODE, NFPA 70, AND NFPA 780.

3. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL NATIONAL, STATE, AND LOCAL CODE REQUIREMENTS AND PROCURE ALL NECESSARY PERMITS. THE AVIATION

ENGINEER AND OWNER, FINAL TANK LOCATION/ORIENTATION AND ASSOCIATED APPURTENANCES LAYOUT.

IN A TURNKEY MANNER. COMPONENTS NOT EXPLICITLY DESCRIBED, BUT REQUIRED, MUST MEET APPLICABLE CODES. CONTRACTOR SHALL COORDINATE WITH

2. THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL DESIGN OF THE FUEL SYSTEM COMPONENTS NECESSARY TO PROVIDE A COMPLETE WORKING AVGAS FUELING SYSTEM

1. CONTRACTOR TO FIELD LOCATE AND PROTECT ALL EXISTING UTILITIES

NOTES:

0 10 20

LEGEND

PROPOSED BOLLARDS

PROPOSED FUEL TANK

PROPOSED CONCRETE PAD

EXISTING DITCH

EXISTING TREE LINE

EXISTING POWER POLE

EXISTING SEPTIC SYSTEM

EXISTING BOX HANGAR

EXISTING ASPHALT

o f s h e

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8,000 GALLON 100 LL AVGAS TANK

31'

6'

E: 1665938.619

N: 2341156.210

E: 1665942.727

N: 2341173.736

E: 1665972.909

N: 2341166.662

E: 1665968.802

N: 2341149.137

E: 1665956.982

N: 2341223.465

E: 1665967.799

N: 2341232.353

E: 1665971.402

N: 2341227.968

E: 1665960.585

N: 2341219.080

OF CONCRETE PAD SEE DETAIL

EVENLY SPACED ALONG EDGE

5 CONCRETE BOLLARD (TYP.)

FUELING PUMP

PROPOSED SELF SERVICE

CARD PEDESTAL

PROPOSED CREDIT

SUPPORTS

SERVICE LINES WITH

PROPOSED FUEL FARM

THIS PAGE FOR DETAILS

LOCATION SHOWN; SEE NOTES ON

TANK CONCRETE PAD IN GENERAL

PLACED ON PROPOSED FUEL

APPURTENANCES; TO BE

TANK AND ALL NECESSARY

ABOVE GROUND STORAGE

PROPOSED AVGAS 8,000 GAL.

PANEL

SHUT OFF AND ELECTRICAL

PROPOSED EMERGENCY

(CONTRACTOR TO COORDINATE)

TO EXISTING POWER SOURCE

AND TELECOMMUNICATION UTILITY

TIE PROPOSED POWER SOURCE

SPLASH PAD

4' x 2' CONCRETE

SEE DETAIL

CURBING

CONRETE

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LEGEND

PERMANENT VEGETATION

TEMPORARY SEEDING

DUST CONTROL

CONSTRUCTION ENTRANCE/EXIT

LIMIT OF DISTURBANCE

SILT FENCE

CUT LIMIT

Ds3

Ds2

Du

Co

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Du o f s h e

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EXIT DIAGRAM

SEDIMENT.

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

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

REMOVE MUD AND DIRT.

FOR TRUCK TRAFFIC THAT SUITABLENECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL

WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF 9.

DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).

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

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

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

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

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

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

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

CROWN FOR POSITIVE DRAINAGE.

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

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

:NOTES

FLOW

FLOW

ENTRANCE ELEVATION

TEMPORARY CONSTRUCTION EXIT

ENTRANCE(IF NEEDED)

CULVERT UNDER

(SEE NOTE 6)

DIVERSION RIDGE

COARSE AGGREGATE

N.S.A. R-2(1.5"-3.5")

GEOTEXTILE UNDERLINER

TIRE WASHERS

TIRE WASHRACK AREA/

WHEELS IF NECESSARY

SUPPLY WATER TO WASH

GEOTEXTILE UNDERLINER

COARSE AGGREGATE

N.S.A. R-2(1.5"-3.5")

GRADE

ORIGINAL

PUBLIC

R

OAD

HARD

SURFACE

(SEE NOTE 8)

SEDIMENT TRAP

SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FLOW

BACKING)

(WOVEN WIRE FENCE

FABRIC

TRENCH

FRONT VIEW

CONTROL PLAN.

HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION 2.

AND POLLUTION CONTROL PLAN.

USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, 1.

:NOTES

SILT FENCE - TYPE NON-SENSITIVE

SIDE VIEW

FLOW

FABRIC

TRENCH

FRONT VIEW

CONTROL PLAN.

HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION 2.

AND POLLUTION CONTROL PLAN.

USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, 1.

:NOTES

(Sd1-NS) TYPE NON-SENSITIVE

(Sd1-S) TYPE SENSITIVE

SEDIMENT BARRIER

Ds3 o f s h e

U E

D A

T E d ra w n b y c h e c k e d b y

S C

A L

E

C W

D

S P

D A

H L

O N

E G

A G

E O

R G

IA

L U

M P

K

IN

C O

U N

T Y

W

IM

P

Y S

A

IR

P O

R T

A

IP

A

P

-9

-1

L u m p k in C o u n ty

T A

U G

N O

T T

O S

C A

L E

F U

E L

F A

R M

R E

P L

A C

E M

E N

T

N O

T T

O S

C A

L E

B ro a d

S tr e e t, S u it e

T

.3

.3

G M

C N

E T

W O

R K

C

O M

A u g u s ta

G

A

4"

15"

5.5"5.5"

CONCRETE

FINISH GRADE

POST CAP WELD TO POST

DETAIL: PERMANENT BOLLARD DETAIL

N.T.S.

INSTALLATION.

TO POST & CAP BEFORE

COATS TRAFFIC YELLOW PAINT

ZINC OXIDE PRIMER AND TWO

POST (SCH. 40) APPLY ONE COAT

6" (MIN.) DIA. TUBULAR STEEL

(500-3101)

3,000 P.S.I. CONCRETE

(500-3101)

FILL POST WITH CONCRETE

N.T.S.

12"

PAY ITEM GDOT-500-4000)

(INCIDENTAL TO

4" SAND

100% STANDARD PROCTOR (ASTM D 698)

TOP 12" SUBGRADE UNDER PAVEMENT

COMPACTED SUBGRADE

GRADE

PAVEMENT TO FINISHED

OFF FROM EDGE OF

PROVIDE 1.5" (MAX.) DROP

DETAIL: TYPICAL CONCRETE PAVEMENT SECTION

8" CONCRETE (GDOT-500-4000)

SHALL BE A SUBSIDIARY OBLIGATION OF ITEM 500-3101

NOTE: 500-3101 CONCRETE FOR PERMANENT BOLLARD

18" C.C.E.W.

WITH #4 BARS @

4,000 PSI CONCRETE

8 0

D E

T A

IL

S

MANUFACTURER'S SPECS.

SLOPE CONCRETE TO

(GDOT-500-3900)

CONCRETE SPLASH PAD

4' LONG x 2' WIDE x 4" THICK

6" WIDE

MONOLITHIC WITH SLAB AND

CURBING SHALL BE POURED

WALL

ON OUTSIDE OF

WITH CONCRETE

(CUT PVC FLUSH

4" C-900 PVC

VALVE

4" D.I. BUTTERFLY

18" MIN.

30" MIN.

2.43

6"

2"

4' MAX. O.C.

6"

18" MIN.

30" MIN.

2.34

18" MIN.

30" MIN.

2.43

6"

2"

6' MAX. O.C.

6"

18" MIN.

30" MIN.

6" MIN.

6" MIN.

50' MIN.

20' MIN.

Ds2

SUDANGRASS 1.4 LB. 60 LBS. 3/1-9/1 3/1-9/1 3/1-8/15

BROWNTOP 0.9 LB. 40 LBS. 4/1-7/1 4/1-7/15 4/1-7/15

WHEAT 4.1 LB. 3 BU. 9/1-1/1 9/1-1/1 9/15-2/1

(WITH TEMPORARY SEEDINGS)

STABILIZATION

(Ds2) DISTURBED AREA

MILLET

(180 LBS)

ANNUAL 0.9 LB. 40 LBS. 2/1-5/1 2/15-5/1 1/15-3/15

RYEGRASS 0.9 LB. 40 LBS. 8/1-5/1 8/1-4/15 8/15-4/1

WEEPING 0.1 LB. 4 LBS. 3/15-6/15 3/15-6/15 2/15-6/15

RYE 3.9 LB. 3 BU. 7/15-12/1 8/15-1/1 9/1-3/1

MOUNTAINS

(168 LBS)

ANNUAL

LESPEDEZA

LOVEGRASS

RATE PER

1,000 SQ. FT.

SPECIES

ACRE

RATE PER PLANTING DATES

PIEDMONT

* PLANT SEEDING, SELECT SPECIES BY SEASON AND REGION

* IRRIGATE IF NEEDED BUT NOT AT A RATE TO CAUSE EROSION

* APPLY MULCHING MATERIAL IF NEEDED

PLANTING DATES DEPEND ON SPECIES AND REGION

( MOUNTAIN, PIEDMONT OR COASTAL)

ESTABLISHING A TEMPORARY VEGETATIVE COVER WITH FAST

12 MONTHS OR UNTIL ESTABLISHMENT OF FINISHED GRADE

SITE PREPARATION

* GRADING AND SHAPING

* SEED BED PREPARATION

* APPLY LIME AND FERTILIZER

GROWING SEEDINGS

OR PERMANENT VEGETATION

COASTAL

FERTILIZER REQUIREMENTS FOR TEMPORARY VEGETATION:

DISK, RIPPER OR CHISEL

FERTILIZER SHOULD BE APPLIED BEFORE LAND PREPARATION AND INCORPORATED WITH A

FERTILIZER OR THE EQUIVALENT PER ACRE (12-16 LBS./1,000 SQ. FT.) SHALL BE APPLIED.

REQUIRED. FOR SOILS WITH VERY LOW FERTILITY, 500 TO 700 POUNDS OF 10-10-10

FERTILIZER IS NEEDED. ON REASONABLY FERTILE SOILS OR SOIL MATERIAL, FERTILIZER IS NOT

GRADED AREAS REQUIRE LIME APPLICATION. SOILS CAN BE TESTED TO DETERMINE IF

AGRICULTURAL LIME AT A RATE OF ONE TON PER ACRE.

AGRICULTURAL LIME IS REQUIRED UNLESS SOIL TESTS INDICATE OTHERWISE. APPLY

LIME AND FERTILIZER:

MAY NEED TO BE ALTERED TO FIT TEMPERATURE VARIATIONS AND LOCAL CONDITIONS.

*UNUSUAL SITE CONDITIONS MAY REQUIRE HEAVIER SEEDING RATES. SEEDING DATES

DISTURBED AREAS

DUST CONTROL ON

PURPOSE: 1. TO PREVENT THE MOVEMENT OF DUST FROM EXPOSED

SOIL SURFACES

2. PREVENT THE MOVEMENT OF AIRBORNE SUBSTANCES

THAT MAY BE HARMFUL TO HEALTH.

INSTALLATION: 1. APPLY ACCORDINGLY TO APPROVED PLAN, IF

SHOWN.

2. MULCH DISTURBED AREAS AND TACKIFY WITH

RESINS SUCH AS CURASOL OR TERRATACK

ACCORDING TO MANUFACTURERS RECOMMENDATIONS

3. STABILIZE DISTURBED AREAS WITH TEMPORARY OR

PERMANENT VEGETATION.

4. IRRIGATE DISTURBED AREAS UNTIL SURFACE IS WET.

5. COVER SURFACES WITH CRUSHED STONE OR GRAVEL.

6. APPLY CALCIUM CHLORIDE AT A RATE TO KEEP

SURFACE MOIST.

7. APPLY SPRAY-ON ADHESIVES TO MINERAL SOILS

(NOT MUCK SOILS) AS DESCRIBED IN TABLE 1

LATEX EMULSION

RESIN-IN-WATER EMULSION

TABLE 1

12.5:1

4:1

FINE SPRAY

FINE SPRAY

2. SUPPLEMENTAL SURFACE COVERING AS NEEDED.

MAINTENANCE: 1. PROHIBIT TRAFFIC ON SURFACE AFTER SPRAYING.

2. Ds2

REFERENCES: 1. Ds1

2. Ds3

2. Ds4 Du (Ds3) DISTURBED AREA

STABILIZATION

(WITH PERMANENT VEGETATION)

IF DEEMED NECESSARY BY ON-SITE INSPECTION.

ADDITIONAL EROSION AND SEDIMENT CONTROL WILL BE INSTALLED

THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES

SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES.

ANALYSIS. CONTAINER TAGS SHALL HAVE THE NAME AND ADDRESS OF THE

WATER

WATERING

MAINTENANCE

RESEEDING

AND

LIME

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER

MOISTURE CONTENT OF THE SOIL TO INSURE ADEQUATE PLANT GROWTH

UNTIL A SATISFACTORY STAND OF GRASS IS OBTAINED. WATERING

SHALL BE PERFORMED TO MAINTAIN AN ADEQUATE WATER CONTENT

THE CONTRACTOR SHALL MOW AND MAINTAIN ALL SEEDED AREAS WITHOUT

ADDITIONAL PAYMENT UNTIL FINAL ACCEPTANCE OF THE WORK BY THE

OWNER, AND ANY REGRADING, REFERTILIZING, RELIMING, RESEEDING OR

REMULCHING SHALL BE DONE AT HIS OWN EXPENSE. SEEDING WORK

SHALL BE REPEATED ON DEFECTIVE AREAS UNTIL A SATISFACTORY

UNIFORM STAND OF GRASS IS ACCOMPLISHED. DAMAGE RESULTING FROM

EROSION, GULLIES, WASHOUTS, OR OTHER CAUSES SHALL BE REPAIRED

BY FILLING WITH TOPSOIL, COMPACTING, AND PREPARING THE SEEDING

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.

WORK AT HIS EXPENSE.

IN THE SOIL.

MANUFACTURER, THE BRAND NAME, NET WEIGHT, AND CHEMICAL

COMPOSITION OF ANALYSIS. FERTILIZER SHALL BE APPLIED AT THE RATE

OF 1,500 LBS PER ACRE AT THE TIME OF SEEDING.

AGRICULTURAL DOLOMETIC LIME SHALL BE A PULVERIZED LIMESTONE

HAVING A CALCIUM CARBONATE EQUIVALENT CONTENT OF NOT LESS THAN

90%, OF THE TOTAL MATERIAL SHALL PASS A 10-MESH SIEVE AND

AT LEAST 25% SHALL PASS A 100-MESH SIEVE. LIME SHALL BE APPLIED

AS INDICATED BY THE SOIL TEST. OR THE RATE OF 1 TO 2 TONS PER ACRE.

THE WATER USED IN THE GRASSING OPERATIONS MAY BE OBTAINED FROM

ANY APPROVED SPRING, POND, LAKE, STREAM, OR MUNICIPAL WATER

SYSTEM. THE WATER SHALL BE FREE OF EXCESS AND HARMFUL

CHEMICALS, ACIDS, ALKALIZES, OR ANY SUBSTANCE WHICH MIGHT BE

HARMFUL TO PLANT GROWTH.

GRASSING

PERMANENT

FERTILIZER

WHEN AS DIRECTED BY THE ENGINEER, SEED OF AN APPROVED QUICK

GROWING SPECIES OF GRASS, SUCH AS RYE, ITALIAN RYE, MILLET OR

OTHER CEREAL GRASS, SHALL BE APPLIED AT A RATE OF 30 LBS/ACRE IN

CONJUNCTION WITH AND IN ADDITION TO THE SEED MIXTURE SPECIFIED ABOVE

COMMERCIAL FERTILIZER SHALL COMPLY WITH THE STATE FERTILIZER LAWS

AND SHALL BE OF AN ACCEPTED AND APPROVED COMMERCIAL BRAND.

FERTILIZER SHALL BE A READY MIXED MATERIAL CONTAINING THE SOIL

NUTRIENTS AS SPECIFIED AND IN A SUITABLE FORM COMPATIBLE WITH THE

EQUIPMENT USED TO ACHIEVE UNIFORM DISTRIBUTION OF THE FERTILIZER.

EXPRESSED IN PERCENT OF THE TOTAL WEIGHT: 6% NITROGEN 12%

THE FERTILIZER MIXTURE SHALL CONTAIN THE FOLLOWING NUTRIENTS

AVAILABLE PHOSPHORIC ACID, AND 12% WATER SOLUBLE POTASH (6-12-12)

ABOVE.

AREAS SHALL CONSIST OF THE FOLLOWING FOR THE PLANTING DATES SPECIFIED:

GRASS SEED ON LEVEL OR SLOPES 3:1 OR STEEPER AND INFREQUENTLY MOWED

SERICEA LESPEDEZA (SCARIFIED) 60 LBS/ACRE

TALL FESCUE 50 LBS/ACRE

WEEPING LOVEGRASS 4 LBS/ACRE

SERICEA LESPEDEZA (UNSCARIFIED) 75 LBS/ACRE

COMMON BERMUDA (UNHULLED) 10 LBS/ACRE

COMMON BERMUDA (UNHULLED) 10 LBS/ACRE

(B) AUGUST 15 TO OCTOBER 15

(D) OCTOBER 1 TO FEBRUARY 28

(A) MARCH 1 TO MAY 31

(C) OCTOBER 1 TO FEBRUARY 28

CALLED "CRITICAL AREAS"

PERMANENT

GRASSING

6" TO 8" APART WITH HAND TOOL

BAHIA 60 LBS/ACRE

TALL FESCUE 50 LBS/ACRE

COMMON BERMUDA (HULLED) 10 LBS/ACRE

HAVE SOIL ANALYZED FOR LIME AND FERTILIZER RATE

GRASS SEED ON LEVEL OR SLIGHTLY SLOPING GROUND SHALL CONSIST OF

THE FOLLOWING FOR THE PLANTING DATES SPECIFIED:

(A) APRIL 1 TO MAY 31

(B) AUGUST 15 TO OCTOBER 15

2:1 TO 3:1 1" TO 4" DEEP

2:1 OR STEEPER DEPRESSIONS EVERY

ANCHOR MULCH IMMEDIATELY

* NOT REQUIRED IF USING HYDRAULIC SEEDING AND FERTILIZING

GRADING AND SHAPING REQUIRED WHERE FEASIBLE AND PRACTICAL

* SPOIL AREAS

* GULLIED LANDS

* WHEN REQUIRED

SEED BED PREPARATION

SLOPE SEED BED

3:1 OR FLATTER -

> 4" DEEP

* CUT OR FILL SLOPES

* EARTH SPILLWAYS

* BERMS

* ROADSIDES

* CHANNEL BANKS

* BORROW AREAS

INCLUDING:

APPLICABLE ON HIGHLY ERODIBLE OR SEVERELY ERODED AREAS, SOMETIMES

ESTABLISHING A PERMANENT VEGETATIVE COVER AS A

DISTURBED AREA

(C) SEPTEMBER 1 TO FEBRUARY 28

Co

Sd1