9-0.2 Plans.pdf

SUWANNEE COUNTY AIRPORT

Live Oak, Florida

THE SUWANNEE COUNTY BOARD OF COUNTY COMMISSIONERS

VICINITY MAP LOCATION MAP

SUWANNEE COUNTY BOARD OF COUNTY COMMISSIONERS

PREPARED FOR:

MONROE

BROWARD

DADEMONROE

COLLIER

ST LUCIE

PALM BEACH

RIVER

INDIANHILL

SB

OROUGH

LEE

CHARLOTTE

DE SOTO

HARDEEMANATEE

SA

R

AS

O

TA

HENDRY

GLADES

HIGHLANDS

OKEECHOBEE

POLK

PASCO

PI

N

EL

LA

S

HERNANDO

CITRUS

SU

M

TE

R

OSCEOLA

BREVARD

ORANGE

SEMINOLE

VOLUSIA

LAKE

MARTIN

ESC

AM

BIA

G

ILCHRIST

SUWANNEE

HAMILTON

CALHOUN

LIBERTY

JACKSON

WASHINGTON

O

KA

LO

O

SA

SA

N

TA

R

O

SA

BAY

GULF

WALTON

HOLMES

JE

FF

ER

SO

NGADSDEN

WAKULLA

FRANKLIN

LEON

LAFAYETTE

DIXIE

MADISON

TAYLOR

PUTNAM

DUVAL

BRADFORD

ALACHUA

LEVY

MARION

BAKER

C O

LU

M

BI

A

UNION CLAY JO

HNS

ST

FLAGLER

NASSAU

SUWANNEE

COUNTY AIRPORT

SUWANNEE

COUNTY AIRPORT

Live Oak

SUWANNEE COUNTY BID NO. 2026-15

CONSTRUCT T-HANGARS

BID DOCUMENTS

AUGUST 2026

John Duhaime, Airport Manager

FDOT No. 441835-1

FI

LE

N

AM

E:

L

:\D C

S\ Pr oj ec ts \T

R N

\2 4j

_c on st ru ct _t

-h an ga rs

_6

4\

0_ ca d_ gi s\

0_ C

AD

\2

0-

SH

EE

TS

\0

- G -0

C

O

VE

R S

H

EE

T.

dw g L

AY

O

U T

N

AM

E:

G

-0

P

LO

TT

ED

: F rid ay , J ul y

, 2

- 6 :1

9a m

U

SE

R : A lL ab ba nA

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

Greg Scott, County Administrator Don Hale, Jr., Commissioner District 1 Maurice Perkins, Commissioner District 2 Travis Land, Commissioner District 3, Vice-Chairman Leo Mobley, Commissioner District 4 Franklin White, Commissioner District 5, Chairman

COVER SHEET G-001

INDEX OF DRAWINGS G-002

FI

LE

N

AM

E:

L

:\D C

S\ Pr oj ec ts \T

R N

\2 4j

_c on st ru ct _t

-h an ga rs

_6

4\

0_ ca d_ gi s\

0_ C

AD

\2

0-

SH

EE

TS

\0

- G -0 to

G -0

IN

D

EX

S

O Q

.d w g L

AY

O

U T

N

AM

E:

G

-0

P

LO

TT

ED

: F rid ay , J ul y

, 2

- 6 :1

9a m

U

SE

R : A lL ab ba nA

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 SUMMARY OF QUANTITIES

G-004 SAFETY & SECURITY REQUIREMENTS & GENERAL CONTRACT NOTES

G-005 CONTRACT LAYOUT PLAN & SURVEY CONTROL

G-100 PHASING PLAN

G-110 SAFETY DETAILS

CIVIL

CD100 EXISTING CONDITIONS & DEMOLITION LEGEND & NOTES

CD101 EXISTING CONDITIONS & DEMOLITION PLAN (1)

CD102 EXISTING CONDITIONS & DEMOLITION PLAN (2)

CA201 SITE PLAN - 8-UNIT T-HANGAR

CA202 SITE PLAN - 6-UNIT T-HANGAR

CA251 TYPICAL PAVEMENT SECTIONS (1)

CA252 TYPICAL PAVEMENT SECTIONS (2)

CA255 TAXILANES PROFILE - 8-UNIT T-HANGAR

CA300 GRADING & DRAINAGE LEGEND & NOTES

CA301 GRADING & DRAINAGE PLAN (1) - 8-UNIT T-HANGAR

CA302 GRADING & DRAINAGE PLAN (2) - 8-UNIT T-HANGAR

CA303 GRADING & DRAINAGE PLAN (1) - 6-UNIT T-HANGAR

CA304 GRADING & DRAINAGE PLAN (2) - 6-UNIT T-HANGAR

CA311 DRAINAGE DETAILS (1)

CA312 DRAINAGE DETAILS (2)

CA313 DRAINAGE DETAILS (3)

CA314 DRAINAGE DETAILS (4)

CA321 SINKHOLE REMEDIATION PLAN

CA401 EROSION CONTROL PLAN (1) - 8-UNIT T-HANGAR

CA402 EROSION CONTROL PLAN (2) - 8-UNIT T-HANGAR

CA403 EROSION CONTROL PLAN (1) - 6-UNIT T-HANGAR

CA404 EROSION CONTROL PLAN (2) - 6-UNIT T-HANGAR

CA411 SOD AND SEED & MULCH POINT TABLES

CA421 EROSION CONTROL DETAILS

CA501 MARKING PLAN (1) - 8-UNIT T-HANGAR

CA502 MARKING PLAN (2) - 8-UNIT T-HANGAR

CA503 MARKING PLAN (1) - 6-UNIT T-HANGAR

CA504 MARKING PLAN (2) - 6-UNIT T-HANGAR

CA511 MARKING DETAILS

CA600 UTILITY LEGEND & NOTES

CA601 UTILITY PLAN - 8-UNIT T-HANGAR

CA602 UTILITY PLAN - 6-UNIT T-HANGAR

CA611 UTILITY DETAILS

X-101 CROSS SECTIONS (1) - 8-UNIT T-HANGAR

X-102 CROSS SECTIONS (2) - 8-UNIT T-HANGAR

HT701 T-HANGAR BUILDING NOTES

HT702 8-UNIT T-HANGAR BUILDING LAYOUT & ELEVATIONS

HT703 6-UNIT T-HANGAR BUILDING LAYOUT & ELEVATIONS

HT704 T-HANGAR BUILDING DETAILS

ELECTRICAL

EL100 ELECTRICAL LEGEND & NOTES

EL101 ELECTRICAL PANEL SCHEDULE & DETAILS

EL102 POWER SINGLE LINE DIAGRAM & DETAILS

EL201A INTERIOR ELECTRICAL PLAN - 8-UNIT T-HANGER

EL201B INTERIOR ELECTRICAL PLAN - 6-UNIT T-HANGER

EL202A EXTERIOR BUILDING PERIMETER LIGHTING - 8-UNIT T-HANGER

EL202B EXTERIOR BUILDING PERIMETER LIGHTING - 6-UNIT T-HANGER

EL203 OBSTRUCTION & ELECTRICAL CLEAR ZONE

SUMMARY OF QUANTITIES G-003

LE

N

AM

E:

L

:\D C

S\ Pr oj ec ts \T

R N

\2 4j

_c on st ru ct _t

-h an ga rs

_6

4\

0_ ca d_ gi s\

0_ C

AD

\2

0-

SH

EE

TS

\0

- G -0 to

G -0

IN

D

EX

S

O Q

.d w g L

AY

O

U T

N

AM

E:

G

-0

P

LO

TT

ED

: F rid ay , J ul y

, 2

- 6 :1

9a m

U

SE

R : A lL ab ba nA

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

1. PAY ITEMS LISTED ON THIS SHEET ARE INTENDED TO BE INCLUSIVE FOR ALL WORK TO BE PERFORMED PER THE CONTRACT DOCUMENTS.

ALL WORK, INCLUDING INCIDENTAL WORK, REQUIRED TO COMPLETE THIS PROJECT OR ADHERE TO THESE PROJECT REQUIREMENTS, SHALL BE INCLUDED IN THE CONTRACTOR'S BID UNDER THE NEAREST APPLICABLE BID ITEM.

2. ALL COSTS ASSOCIATED WITH PREPARING THE HAUL ROUTES, CONTRACTOR'S STAGING, AND STORAGE AREA SITE SHALL BE INCLUDED UNDER C-105-6.1, MOBILIZATION. THIS INCLUDES BUT IS NOT LIMITED TO: CLEARING AND GRUBBING, GRADING, STABILIZATION, SODDING, SECURITY FENCING, PERMITTING COSTS, AND RESTORATION OF THE SITE TO ITS ORIGINAL CONDITION AT PROJECT COMPLETION.

CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS ARE MET.

3. THE CONTRACTOR SHALL LEGALLY DISPOSE OF, OFF AIRPORT PROPERTY, ALL UNSUITABLE MATERIAL FROM ANY PORTION OF THIS CONTRACT. THE COSTS OF ANY REMOVAL, DISPOSAL AND HAULING SHALL BE CONSIDERED INCIDENTAL TO THE NEAREST APPLICABLE BID

ITEM.

4. THE CONTRACTOR SHALL DISPOSE OF ALL SUITABLE MATERIAL AT THE STOCKPILE LOCATIONS SHOWN ON PLAN SHEET G-005.

5. ANY DAMAGE TO EXISTING ITEMS TO REMAIN INCLUDING, BUT NOT LIMITED TO, CONCRETE SLABS, UTILITIES, ASPHALT PAVEMENT TO REMAIN, LIGHTING, GRASS AREAS, AND SIGNS SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER.

6. UNLESS OTHERWISE SPECIFIED, ALL QUALITY ASSURANCE TESTS REQUIRED BY THE CONTRACT DOCUMENTS FOR ACCEPTANCE OF MATERIALS AND WORKMANSHIP SHALL BE INITIATED BY THE ENGINEER AND PAID FOR BY THE OWNER. RETESTS OF ANY FAILED TESTS SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUALITY CONTROL ACTIVITIES AND

TESTING.

7. IF THERE IS A DISCREPANCY BETWEEN INFORMATION IN THE SUMMARY OF QUANTITIES SHEETS AND THE BID FORM, THEN THE BID FORM

SHALL GOVERN.

PAY ITEM GENERAL NOTES:

SUMMARY OF QUANTITIES

BID NO. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED

QUANTITY

FINAL

QUANTITY

BASE BID SCHEDULE 1 (8-UNIT T-HANGAR)

1 C-100-1 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) LS 1

2 C-105-6.1 MOBILIZATION LS 1

3 C-105-6.2 SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC LS 1

4 P-101-5.1 ASPHALT PAVEMENT REMOVAL, INCLUDING BASE MATERIAL SY 360

5 P-101-5.2 REMOVAL OF DRAINAGE PIPE & STRUCTURE LS 1

6 P-152-4.1 UNCLASSIFIED EXCAVATION CY 1800

7 P-152-4.2 UNSUITABLE SOIL REMOVAL AND REPLACEMENT CY 300

8 P-152-4.3 BORROW EXCAVATION (OFF-SITE) CY 1500

9 P-620-5.1 PAVEMENT MARKING (YELLOW WITH REFLECTIVE MEDIA) SF 590

10 P-620-5.2 PAVEMENT MARKING (BLACK WITHOUT REFLECTIVE MEDIA) SF 1170

11 D-701-5.1 8" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING LF 160

12 D-701-5.2 15" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING LF 317

13 D-701-5.3 18" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING LF 82

14 D-701-5.4 24" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING LF 52

15 D-705-5.1 12-INCH (PERFORATED OR NON-PERFORATED) PVC UNDERDRAIN LF 533

16 D-705-5.2 UNDERDRAIN CLEANOUT EA 13

17 D-751-5.1 NYLOPLAST-ADS 15" DRAIN BASINS WITH STANDARD DUCTILE GRATE EA 9

18 D-751-5.2 NYLOPLAST-ADS 18" DRAIN BASINS WITH STANDARD DUCTILE GRATE EA 1

19 D-751-5.3 18" MITERED END SECTION EA 1

20 D-751-5.4 24" MITERED END SECTION EA 1

21 D-751-5.5 INLET, TYPE D EA 1

22 D-751-5.6 MODIFIED INLET, TYPE H (2-GRATE) WITH STEEL GRATE EA 1

23 T-901-5.1 SEEDING AND MULCHING SY 5700

24 T-904-5.1 SODDING SY 2980

25 0104-10-3 SEDIMENT BARRIER LF 430

26 0104-18-1 INLET PROTECTION SYSTEM EA 13

27 0110-1-1 CLEARING & GRUBBING LS 1

28 160-4 SUBGRADE STABILIZATION (12" THICK) (LBR=40) SY 1370

29 285-704 LIME ROCK BASE COURSE (6" THICK) (LBR = 100) SY 1300

30 334-1-53 SUPERPAVE ASPHALT CONCRETE (2" THICK, SP-12.5) TON 160

31 530-1 RIPRAP SAND-CEMENT SY 20

32 901-7-1 #57 GRAVEL STONE (8" THICK) PER FDOT SECTION 901 SY 50

33 1000-1 MISCELLANEOUS UTILITY DEMOLITION LS 1

34 02623-6 1" WATER LINE, INCLUDING NECESSARY VALVES, SLEEVE, BENDS AND FITTING, COMPLETE IN PLACE LF 443

35 02623-12 3/4" HOSE BIBB WITH CONNECTION EA 8

36 02623-13 4" SCH40 PVC CONDUIT SANITARY LINE, INCLUDING NECESSARY VALVES, SLEEVE, BENDS AND FITTING, COMPLETE

IN PLACE LF 155

37 02623-14 SANITARY SEWER CLEANOUT EA 1

38 13125-1 HANGAR BUILDING - NEW 8-UNIT T-HANGARS WITH SLIDING DOORS (COMPLETE IN PLACE) LS 1

39 16010-1 ELECTRICAL SERVICE TO BUILDING INCLUDING CONNECTION AND SERVICE ENTRANCE EQUIPMENT (FROM EXISTING PAD MOUNTED TRANSFORMER), INCLUDING ALL APPURTENANCES, CONDUIT, AND WIRES. LS 1

ADDITIVE ALTERNATE 1 (ASPHALT DRIVEWAYS)

40 P-152-4.1 UNCLASSIFIED EXCAVATION CY 120

41 P-152-4.3 BORROW EXCAVATION (OFF-SITE) CY 10

42 160-4 SUBGRADE STABILIZATION (12" THICK) (LBR=40) SY 830

43 285-704 LIME ROCK BASE COURSE (6" THICK) (LBR = 100) SY 740

44 334-1-53 SUPERPAVE ASPHALT CONCRETE (2" THICK, SP-12.5) TON 80

ADDITIVE ALTERNATE 2 (CONCRETE DRIVEWAYS)

45 P-152-4.1 UNCLASSIFIED EXCAVATION CY 160

46 P-152-4.3 BORROW EXCAVATION (OFF-SITE) CY 10

47 160-4 SUBGRADE STABILIZATION (12" THICK) (LBR=40) SY 820

48 285-704 LIME ROCK BASE COURSE (6" THICK) (LBR = 100) SY 730

49 350-4-1 REINFORCED CEMENT CONCRETE PAVEMENT SY 630

SUMMARY OF QUANTITIES

BID NO. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED

QUANTITY

FINAL

QUANTITY

BASE BID SCHEDULE 2 (6-UNIT T-HANGAR)

50 C-100-1 CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) LS 1

51 C-105-6.1 MOBILIZATION LS 1

52 C-105-6.2 SAFETY, SECURITY AND MAINTENANCE OF TRAFFIC LS 1

53 P-101-5.1 ASPHALT PAVEMENT REMOVAL, INCLUDING BASE MATERIAL SY 360

54 P-101-5.2 REMOVAL OF DRAINAGE PIPE & STRUCTURE LS 1

55 P-152-4.1 UNCLASSIFIED EXCAVATION CY 1500

56 P-152-4.2 UNSUITABLE SOIL REMOVAL AND REPLACEMENT CY 250

57 P-152-4.3 BORROW EXCAVATION (OFF-SITE) CY 1400

58 P-620-5.1 PAVEMENT MARKING (YELLOW WITH REFLECTIVE MEDIA) SF 570

59 P-620-5.2 PAVEMENT MARKING (BLACK WITHOUT REFLECTIVE MEDIA) SF 1130

60 D-701-5.1 8" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING LF 117

61 D-701-5.2 15" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING LF 299

62 D-701-5.3 18" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING LF 89

63 D-701-5.4 24" ADS, TYPE "S", N-12 PIPE W/ CLASS "B" BEDDING LF 52

64 D-705-5.1 12-INCH (PERFORATED OR NON-PERFORATED) PVC UNDERDRAIN LF 533

65 D-705-5.2 UNDERDRAIN CLEANOUT EA 13

66 D-751-5.1 NYLOPLAST-ADS 15" DRAIN BASINS WITH STANDARD DUCTILE GRATE EA 7

67 D-751-5.2 NYLOPLAST-ADS 18" DRAIN BASINS WITH STANDARD DUCTILE GRATE EA 1

68 D-751-5.3 18" MITERED END SECTION EA 1

69 D-751-5.4 24" MITERED END SECTION EA 1

70 D-751-5.5 INLET, TYPE D EA 1

71 D-751-5.6 MODIFIED INLET, TYPE H (2-GRATE) WITH STEEL GRATE EA 1

72 T-901-5.1 SEEDING AND MULCHING SY 5700

73 T-904-5.1 SODDING SY 2500

74 0104-10-3 SEDIMENT BARRIER LF 400

75 0104-18-1 INLET PROTECTION SYSTEM EA 11

76 0110-1-1 CLEARING & GRUBBING LS 1

77 160-4 SUBGRADE STABILIZATION (12" THICK) (LBR=40) SY 1260

78 285-704 LIME ROCK BASE COURSE (6" THICK) (LBR = 100) SY 1200

79 334-1-53 SUPERPAVE ASPHALT CONCRETE (2" THICK, SP-12.5) TON 140

80 530-1 RIPRAP SAND-CEMENT SY 20

81 901-7-1 #57 GRAVEL STONE (8" THICK) PER FDOT SECTION 901 SY 70

82 1000-1 MISCELLANEOUS UTILITY DEMOLITION LS 1

83 02623-6 1" WATER LINE, INCLUDING NECESSARY VALVES, SLEEVE, BENDS AND FITTING, COMPLETE IN PLACE LF 380

84 02623-12 3/4" HOSE BIBB WITH CONNECTION EA 6

85 02623-13 4" SCH40 PVC CONDUIT SANITARY LINE, INCLUDING NECESSARY VALVES, SLEEVE, BENDS AND FITTING, COMPLETE

IN PLACE LF 165

86 02623-14 SANITARY SEWER CLEANOUT EA 1

87 13125-2 HANGAR BUILDING - NEW 6-UNIT T-HANGARS WITH SLIDING DOORS (COMPLETE IN PLACE) LS 1

88 16010-1 ELECTRICAL SERVICE TO BUILDING INCLUDING CONNECTION AND SERVICE ENTRANCE EQUIPMENT (FROM EXISTING PAD MOUNTED TRANSFORMER), INCLUDING ALL APPURTENANCES, CONDUIT, AND WIRES. LS 1

ADDITIVE ALTERNATE 3 (ASPHALT DRIVEWAYS)

89 P-152-4.1 UNCLASSIFIED EXCAVATION CY 100

90 P-152-4.3 BORROW EXCAVATION (OFF-SITE) CY 10

91 160-4 SUBGRADE STABILIZATION (12" THICK) (LBR=40) SY 650

92 285-704 LIME ROCK BASE COURSE (6" THICK) (LBR = 100) SY 580

93 334-1-53 SUPERPAVE ASPHALT CONCRETE (2" THICK, SP-12.5) TON 70

ADDITIVE ALTERNATE 4 (CONCRETE DRIVEWAYS)

94 P-152-4.1 UNCLASSIFIED EXCAVATION CY 130

95 P-152-4.3 BORROW EXCAVATION (OFF-SITE) CY 10

96 160-4 SUBGRADE STABILIZATION (12" THICK) (LBR=40) SY 650

97 285-704 LIME ROCK BASE COURSE (6" THICK) (LBR = 100) SY 580

98 334-1-53 SUPERPAVE ASPHALT CONCRETE (2" THICK, SP-12.5) SY 500

GENERAL CONTRACT NOTES

1. THE CONTRACTOR SHALL ACQUAINT HIS SUPERVISORS AND EMPLOYEES OF THE AIRPORT ACTIVITY

AND OPERATIONS THAT ARE INHERENT TO THIS ACTIVE AIRPORT AND SHALL CONDUCT HIS

CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE REQUIREMENTS AND EMERGENCY AIR

TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY SPECIFIED IN THE CONSTRUCTION SAFETY

AND PHASING PLAN (CSPP) AND THE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS.

2. ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORT, WHETHER OUTSIDE OF THE DESIGNATED CONSTRUCTION AREA LIMITS OR HAUL ROUTES AS SPECIFIED ON THE PLANS OR IN THE ACTIVE AIRCRAFT OPERATIONS AREA (AOA), SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3'x3', OR LARGER, ORANGE AND WHITE CHECKERBOARD FLAG, EACH CHECKERBOARD COLOR BEING 1' SQUARE, OR YELLOW ROTATING OR FLASHING LIGHT MOUNTED ON TOP OF THE

VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND

EMERGENCY VEHICLES. ANY VEHICLE OPERATING IN THE ACTIVE AOA DURING THE HOURS OF

DARKNESS SHOULD BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT, MOUNTED

ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR

MAINTENANCE AND EMERGENCY VEHICLES.

3. NO RUNWAY, TAXIWAY, TAXILANE, APRON, OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT WRITTEN APPROVAL OF THE SUWANNEE COUNTY AIRPORT, TO ENABLE NECESSARY ADVISORIES TO AIRPORT SERVICES OR TENANTS. A MINIMUM OF 48 HOURS NOTICE OF REQUESTED CLOSING SHALL

BE DIRECTED TO THE ENGINEER, WHO WILL COORDINATE THE REQUEST.

4. ANY CONSTRUCTION ACTIVITY WITHIN 75' OF AN ACTIVE RUNWAY CENTERLINE, 39.5' FROM AN ACTIVE TAXIWAY CENTERLINE, 24.5' FROM AN ACTIVE TAXILANE CENTERLINE, OR OPEN EXCAVATIONS IN EXCESS OF 3 INCHES DEEP WITHIN THE ABOVE AREAS, WILL REQUIRE CLOSURE OF THE AFFECTED

PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. CLOSURE REQUIRES THE SAME

PROVISIONS AS PARAGRAPH THREE ABOVE.

5. OPEN FLAMES, WELDING OR TORCH-CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED BY THE LOCAL FIRE

DEPARTMENT.

6. STOCKPILED MATERIAL SHOULD BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING

FROM AIRCRAFT PROP BLAST OR WIND CONDITIONS IN EXCESS OF 10 KNOTS.

7. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL LOCATED IN THE AOA SHALL BE PROMINENTLY MARKED WITH FLAGS AND LIGHTED BY APPROVED LIGHT UNITS DURING HOURS OF

RESTRICTED VISIBILITY AND DARKNESS.

8. DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEAR, PROPELLERS OR BEING INGESTED IN JET ENGINES SHALL NOT BE ALLOWED TO BE ON ACTIVE

AIRCRAFT MOVEMENT AREAS. IT SHALL BE REMOVED IMMEDIATELY AND/OR CONTINUOUSLY DURING

CONSTRUCTION BY THE CONTRACTOR.

9. THE ENGINEER WILL ARRANGE FOR INSPECTION PRIOR TO OPENING FOR AIRCRAFT USE ANY TAXIWAY OR TAXILANE THAT HAS BEEN CLOSED FOR WORK, ON OR ADJACENT THERETO, OR THAT

HAS BEEN USED FOR A CROSSING OR HAUL ROUTE BY THE CONTRACTOR.

10. SAFETY PRECAUTIONS: PRIOR TO THE COMMENCEMENT OF THE WORK THE CONTRACTOR'S SAFETY OFFICER SHALL PROVIDE THE OWNER AN OUTLINE OF A PROPOSED ACCIDENT AND FIRE PROTECTION PLAN FOR ALL WORK CONTEMPLATED UNDER THE CONTRACT AND CONDUCT AT LEAST ONE SAFETY MEETING EACH MONTH FOR EACH SHIFT AND REQUIRE THE ATTENDANCE OF ALL SUPERVISORS AT SUCH MEETINGS. COPIES OF THE MINUTES OF SAFETY MEETINGS SHALL BE KEPT ON FILE IN THE

CONTRACTOR'S FIELD OFFICE AND BE MADE AVAILABLE UPON DEMAND BY THE OWNER.

11. SAFETY GUIDELINES, AND FAA ADVISORY CIRCULAR:

150/5200-18D "AIRPORT SAFETY SELF INSPECTION"

150/5370-2G "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION"

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SUFFICIENT LIGHTING TO CONSTRUCT

AN ACCEPTABLE PROJECT. PRIOR TO BEGINNING ANY NIGHT WORK, THE CONTRACTOR SHALL

PROVIDE A CONSTRUCTION AREA LIGHTING PLAN TO THE ENGINEER FOR APPROVAL, INCLUDING

EQUIPMENT SPECIFICATIONS, NUMBER OF LIGHTS AND EXPECTED MINIMUM FOOT CANDLES.

APPROVAL OF THE LIGHTING PLAN WILL NOT OVERRIDE THE RESIDENT PROJECT REPRESENTATIVES REQUEST FOR ADDITIONAL LIGHTING IF HE/SHE FEELS IT IS NECESSARY FOR PROJECT INTEGRITY.

THE COST FOR PROJECT LIGHTING SHALL BE INCIDENTAL TO MOBILIZATION.

1. GENERAL INTENT: IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AIRPORT SECURITY PLAN AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN. THE CONTRACTOR SHALL DESIGNATE TO THE ENGINEER IN WRITING THE NAME OF HIS "CONTRACTOR SECURITY OFFICER", (C.S.O.). THE C.S.O SHALL REPRESENT THE CONTRACTOR ON THE SECURITY

REQUIREMENTS FOR THE CONTRACT.

2. CONSTRUCTION SECURITY COMMITTEE: THE COMMITTEE SHALL BE ESTABLISHED CONCURRENT WITH THE LIFE OF THIS CONTRACT TO MONITOR, COORDINATE, AND ADOPT NEW SECURITY PROVISIONS, IF REQUIRED, ON ALL MATTERS OF AIRPORT SECURITY RELATING TO THIS CONTRACT. MEETINGS SHALL

BE SCHEDULED BY THE ENGINEER. COMMITTEE MEMBERSHIP SHALL INCLUDE THE CONTRACTOR

SECURITY OFFICER, ENGINEER, AND REPRESENTATIVE FROM THE SUWANNEE COUNTY AIRPORT.

3. CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE CONTRACTOR SECURITY OFFICER SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND, FROM

TIME TO TIME, ON OTHER SECURITY PROVISIONS ADOPTED BY THE CONSTRUCTION SECURITY

COMMITTEE. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTS

PRIOR TO WORKING IN THE CONSTRUCTION AREA.

4. ACCESS TO THE SITE: CONTRACTOR'S ACCESS TO THE SITE IS SHOWN ON SHEET G-005. NO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED BY THE OWNER. ALL CONTRACTOR TRAFFIC

AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY

CONTRACTOR PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE AND FOR THE OPERATIONS OF THE ACCESS GATE TO THE SITE. A CONTRACTOR'S FLAGMAN OR TRAFFIC CONTROL PERSON SHALL NOT

PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC TO THE AOA. THE

CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE CLEAN UP OF ANY DEBRIS DEPOSITED ALONG THE

ACCESS ROUTE AS A RESULT OF HIS CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNING AT THE

ACCESS GATE AND ALONG THE DELIVERY ROUTE TO THE STORAGE AREA OR WORK SITE SHALL BE

APPROVED BY THE ENGINEER.

5. MATERIALS DELIVERY TO THE SITE: THE MAIN GATE TO THE CONTRACTOR'S STORAGE SITE SHALL

SERVE AS THE DELIVERY ADDRESS FOR ALL MATERIAL ORDERS.

6. CONSTRUCTION AREA LIMITS: THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, PARKING

AREA AND OTHER AREAS DEFINED AS REQUIRED FOR THE CONTRACTOR'S USE DURING

CONSTRUCTION SHALL BE MARKED. THE CONTRACTOR MAY ERECT AND MAINTAIN AROUND THE

PERIMETER OF THE AREAS, SUITABLE FENCING, MARKING AND/OR WARNING DEVICES VISIBLE FOR DAY/NIGHT USE. TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING LIGHTS WILL BE

REQUIRED AT CRITICAL ACCESS POINTS. TYPE OF MARKING AND WARNING DEVICES SHALL BE

APPROVED BY THE ENGINEER.

7. IDENTIFICATION - VEHICLES: THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE AND SHALL ISSUE A PERMIT TO EACH VEHICLE TO BE MADE AVAILABLE UPON DEMAND BY THE ENGINEER OR ANY AIRPORT SECURITY OFFICER. VEHICLE PERMITS SHALL BE ASSIGNED IN A MANNER TO ASSURE POSITIVE IDENTIFICATION OF THE UNIT AT ALL TIMES. IN LIEU OF ISSUING INDIVIDUAL PERMITS, THE C.S.O. CAN REQUIRE EACH VEHICLE TO DISPLAY A LARGE COMPANY SIGN ON BOTH SIDES OF THE

VEHICLE AND ADVISE AIRPORT OPERATIONS THROUGH THE ENGINEER, A CURRENT LIST OF

COMPANIES AUTHORIZED TO ENTER AND CONDUCT WORK ON THE AIRPORT. CONTRACTOR

EMPLOYEE PERSONNEL VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR'S STORAGE AREA

AND ARE NOT ALLOWED ON THE AIRFIELD AT ANY TIME.

8. IDENTIFICATION - PERSONNEL: ALL EMPLOYEES OF THE CONTRACTOR OR SUBCONTRACTORS

REQUIRING ACCESS TO THE CONSTRUCTION SITE ARE REQUIRED TO BE SUPPLIED WITH

IDENTIFICATION BADGES TO BE WORN AT ALL TIMES WHILE WITHIN THE AREA. BADGES SHALL BE

SUPPLIED BY THE CONTRACTOR AND SHALL STATE "CONSTRUCT T-HANGARS". BADGES CAN BE

PLASTIC WALLET SIZE OR METAL PIN WITH A MINIMUM OF 2 1/2" DIAMETER AND WORN ON OUTER

GARMENTS SO AS TO BE CLEARLY VISIBLE. BADGING IS TO BE UNIFORM IN APPEARANCE AND

SUFFICIENTLY DISTINCTIVE IN DESIGN OR COLOR TO CLEARLY DISTINGUISH, ON SIGHT, EMPLOYEES

ASSIGNED TO THIS CONTRACT. THE BADGE NUMBER SHALL BE PROMINENT FOR EASY

IDENTIFICATION. BADGES ARE TO BE IDENTIFIED NUMERICALLY AND ISSUED INDIVIDUALLY TO WHOM IT WAS ASSIGNED. BLOCKS OF NUMBERS CAN BE ASSIGNED TO SUBCONTRACTORS. RESPONSIBILITY

FOR SUPPLY, ISSUANCE AND CONTROL OF IDENTIFICATION BADGES SHALL BE THAT OF THE

CONTRACTOR, THROUGH THE CONTRACTOR SECURITY OFFICER.

9. THE CONTRACTOR SHALL INSTALL A 3'x3' SIGN AT THE CONSTRUCTION SITE ENTRANCE GATE THAT SAYS: "THIS AREA IS A DESIGNATED CONSTRUCTION SITE AND ANYONE WHO TRESPASSES ON THIS

PROPERTY COMMITS A FELONY."

10. CONTRACTOR SHALL PROVIDE A 24-HOUR EMERGENCY CONTACT LIST FOR ALL SUPERVISORS AND

SUB-CONTRACTORS THROUGHOUT CONSTRUCTION.

CONTRACTOR'S SAFETY AND SECURITY REQUIREMENTS

SAFETY SECURITY

1. HAUL ROUTES: LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS SPECIFIED ON SHEET G-005 OR AS APPROVED BY THE ENGINEER. 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 AND THE ENGINEER. 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 ENGINEER PRIOR TO THE WORK. THE COST OF HAUL ROUTES AND MAINTENANCE OF HAUL ROUTES

SHALL BE INCLUDED UNDER C-105-6.1 MOBILIZATION.

2. UNSUITABLE WASTE DISPOSAL: ALL DEBRIS AND UNSUITABLE MATERIALS (AS DETERMINED BY THE

ENGINEER) EXCAVATED AND/OR REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OFF

AIRPORT PROPERTY. ALL PERMITS, LICENSES, OR OTHER APPROVALS REQUIRED TO DISPOSE OF THE

WASTE MATERIALS OFF AIRPORT PROPERTY SHALL BE OBTAINED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR UTILITIES: THE CONTRACTOR'S STAGING AREA IS SHOWN ON SHEET G-005. THE CONTRACTOR SHALL MAKE PROVISIONS FOR THE USE OF UTILITIES AS SPECIFIED IN THE SPECIAL

PROVISIONS.

4. EXISTING FACILITIES: EXISTING FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM SURVEYS AND THE BEST AVAILABLE INFORMATION. LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY, VERIFICATION OF THESE ITEMS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO BEGINNING RELATED WORK. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. ANY DAMAGE TO EXISTING SERVICES

SHALL BE REPAIRED IMMEDIATELY PRIOR TO PROCEEDING WITH ANY WORK.

5. CONTRACTOR'S STAGING AREA: UPON COMPLETION OF THE PROJECT THE CONTRACTOR'S STAGING

AREAS SHALL BE SODDED AND RESTORED TO A SMOOTH GRADED AND DRAINABLE CONDITION.

RESTORATION SHALL BE INCLUDED UNDER C-105-6.1 MOBILIZATION.

6. CONSTRUCTION TIME AND SEQUENCE OF WORK: THE PHASING OF WORK AND THE CONSTRUCTION TIME ALLOTTED FOR THIS PROJECT ARE CONTAINED IN THE CONSTRUCTION SAFETY AND PHASING

PLAN (CSPP) AND SHEET G-100.

7. SAFETY AND SECURITY: THE CONTRACTOR SHALL CONDUCT THEIR ACTIVITIES IN A SAFE AND SECURE MANNER AS SPECIFIED IN THE CONTRACTOR'S SAFETY AND SECURITY REQUIREMENTS ON

THIS SHEET.

8. DURING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING EROSION AND

TRANSPORT OF SEDIMENTS TO INLETS, SURFACE DRAINS, AND OFFSITE AREAS. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED.

9. ALL WORK IS TO BE PERFORMED IN COMPLIANCE WITH THE CONSTRUCTION PERMITS FOR THE SITE.

THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINE RESULTING FROM VIOLATION OF PERMIT

CONDITIONS.

10. THE CONTRACTOR IS TO CONTROL FUGITIVE DUST ORIGINATING FROM THE PROJECT SITE DURING

CONSTRUCTION BY WATERING OR OTHER METHODS AS REQUIRED.

11. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHALL BE USED AS NECESSARY

DURING CONSTRUCTION TO RETAIN SEDIMENT ON SITE. THESE MANAGEMENT PRACTICES SHALL

MEET THE MINIMUM REQUIREMENTS OF FDOT.

12. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS (FEDERAL, STATE, AND LOCAL) FOR THE

PROPOSED CONSTRUCTION PRIOR TO ANY CONSTRUCTION ACTIVITY.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL CONSTRUCTION STAKES PRIOR TO

STARTING ANY CONSTRUCTION. ANY QUESTIONS RAISED RELATIVE TO THE ACCURACY OF

IMPROVEMENT INSTALLATION SHALL NOT BE RAISED SUBSEQUENT TO COMPLETION OF THE WORK UNLESS ALL SURVEY STAKES ARE MAINTAINED INTACT. SHOULD SUCH STAKES NOT BE PRESENT AND VERIFIED AS TO THEIR ORIGIN, NO CLAIM FOR ADDITIONAL COMPENSATION FOR CORRECTION SHALL

BE PRESENTED TO ANY PARTY AND SUCH WORK SHALL BE CORRECTED BY THE CONTRACTOR AT

THEIR EXPENSE.

13. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES AND REGULATIONS AS SET FORTH BY O.S.H.A.

AECOM AND THE OWNER WILL NOT BE RESPONSIBLE FOR JOB SITE SAFETY PROCEDURES.

14. ANY PLANNED OR PROPOSED ALTERATIONS OR ADDITIONS TO THESE PLANS MUST BE REVIEWED

AND APPROVED IN WRITING BY THE ENGINEER.

15. CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION.

16. NO UTILITY SHALL BE SHUTDOWN WITHOUT WRITTEN APPROVAL OF SUWANNEE COUNTY AIRPORT, TO ENABLE NECESSARY ADVISORIES TO AIRPORT SERVICES OR TENANTS.

17. ALL QUANTITIES LISTED ON THE PLANS ARE ESTIMATES ONLY.

FI

LE

N

AM

E:

L

:\D C

S\ Pr oj ec ts \T

R N

\2 4j

_c on st ru ct _t

-h an ga rs

_6

4\

0_ ca d_ gi s\

0_ C

AD

\2

0-

SH

EE

TS

\0

- G -0

S

S

G C

N O

TE

S.

dw g

L

AY

O U

T N

AM

E:

G -0

P

LO

TT

ED

: F rid ay

, J ul y

, 2

- 6

:1 9a m U

SE

R

: A lL ab ba nA

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

SAFETY & SECURITY REQUIREMENTS &

GENERAL CONTRACT NOTES G-004

TSA TSA TSA TSA TSA TSA TSA

TSA TSA TSA TSA TSA

WC

RSA RSA RSA RSA RSA RSA RSA RSA

RSA RSA RSA RSA RSA RSA RSA RSA

EXISTING

AWOS-III

GATE IN THIS

AREA

AREA RESERVED FOR

AVIATION DEVELOPMENT

LIGHT RESIDENTIAL /

FORESTED

LIGHT RESIDENTIAL /

FORESTED

FORESTED

LIGHT RESIDENTIAL /

FORESTED

3r d

RO

AD

(A

IR

PO

RT

R

O

AD

T/ W

A

T/W A

T/ W

A

T/ W

A

T/ W

A

T/ W

A

T/ W

C

80th TERRACE

HO

BG

O O

D

RO

AD

PAPI

80th TERRACE

PAPI

7t h

RO

AD

3r d

RO

AD

139th DRIVE

84th STREET

82nd PLACE nd

P

LA

CE 80th TERRACE

T/W A

RUNWAY 7-25

WATER

PUMP

LIGHT RESIDENTIAL /

FORESTED

EXISTING LIGHTED WIND SOCK

AND SEGMENTED CIRCLE

T- H

AN

G

AR

T- H

AN

G

AR

T- H

AN

G

AR

HGR.

HGR. HGR.

APRON

FIRE STATION

EXISTING ROTATING

BEACON TOWER

FUEL

TERMINAL

ELECTRICAL VAULT /

EMERGENCY GENERATOR

CONTROL POINT #1

NAIL & DISK, PCP PLS5548

N: 476972.25' E: 2434161.01'

ELEV: 97.83'

CONTROL POINT #2

8" ROD & CAP, JBPro TRAV PT N: 477214.63' E: 2434202.96'

ELEV: 99.99'

CONTRACTOR'S STAGING AREA & EXCESS

MATERIAL STOCKPILE AREA CONTRACTOR'S

HAUL ROUTE

CONTRACTOR'S

ACCESS GATE

PROJECT LIMITS

FI

LE

N

AM

E:

L

:\D C

S\ Pr oj ec ts \T

R N

\2 4j

_c on st ru ct _t

-h an ga rs

_6

4\

0_ ca d_ gi s\

0_ C

AD

\2

0-

SH

EE

TS

\0

- G -0

C

LP

.d w g

L

AY

O U

T N

AM

E:

G -0

P

LO

TT

ED

: F rid ay

, J ul y

, 2

- 6

:1 9a m U

SE

R

: A lL ab ba nA

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

CONTRACT LAYOUT PLAN &

SURVEY CONTROL G-005

200 2000 400

SCALE 1" = 200'

GRAPHIC SCALE IN FEET

LEGEND:

CONTRACTOR'S HAUL ROUTE

SURVEY CONTROL MONUMENT

CONTRACTOR'S STAGING AREA

NOTES:

1. DATE OF FIELD WORK: NOVEMBER 13, 2024

2. TOPOGRAPHICAL SURVEY PERFORMED BY

JBPRO. PHONE: (844) 465-2776

3. COORDINATES BASED ON NAD83 (CONTROL

- SUWAPORT, FL / SUWANNEE - STATE

PLANE COORDINATES, FLORIDA NORTH).

4. ELEVATIONS BASED ON NAVD88. (CONTROL

- SUWAPORT, FL / SUWANNEE).

PROJECT LIMITS

AIRCRAFT PARKING APRON

WOODED AREA

EXISTING

HANGAR

EXISTING

HANGAR

EXISTING

HANGAR

EXISTING POND

EXISTING

POND

EX

IS

TI

N

G T

-H

AN

G

AR

EX

IS

TI

N

G T

-H

AN

G

AR

EX

IS

TI

N

G T

-H

AN

G

AR

EA

A

C H

AP

TE

R

BU

IL

D

IN

G

EX

IS

TI

N

G T

AX

IL

AN

E

EX

IS

TI

N

G T

AX

IL

AN

E

EX

IS

TI

N

G T

AX

IL

AN

E

EX

IS

TI

N

G T

AX

IL

AN

E

80TH TERRACE

EXISTING TAXILANE

CONTRACTOR'S

ACCESS GATE

CONTRACTOR'S

HAUL ROUTE (TYP.)

CONTRACTOR'S STAGING AREA & EXCESS

MATERIAL STOCKPILE AREA

PROPOSED LOW-PROFILE

BARRICADE, SEE NOTE 6

PROPOSED LOW-PROFILE

BARRICADE, SEE NOTE 6

ACCESS TO SHOWER TO BE

MAINTAINED AT ALL TIMES

FI

LE

N

AM

E:

L

:\D C

S\ Pr oj ec ts \T

R N

\2 4j

_c on st ru ct _t

-h an ga rs

_6

4\

0_ ca d_ gi s\

0_ C

AD

\2

0-

SH

EE

TS

\0

- G -1

P

H

AS

IN

G

P

LA

N .d w g

L

AY

O U

T N

AM

E:

G -1

P

LO

TT

ED

: F rid ay

, J ul y

, 2

- 6

:1 9a m U

SE

R

: A lL ab ba nA

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

PHASING PLAN G-100

GENERAL PHASING NOTES:

1. THE CONTRACTOR SHALL PROVIDE LIGHTED LOW PROFILE BARRICADES AS INDICATED ON THE PHASING PLANS.

2. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A DETAILED SCHEDULE OF PROPOSED ACTIVITIES FOR REVIEW AND APPROVAL BY THE OWNER A MINIMUM OF 2 WEEKS IN ADVANCE OF THE CONTRACTOR BEGINNING

ANY PHASE OF WORK.

3. THE CONTRACTOR SHALL MAINTAIN AN AUTOMATED MECHANICAL SWEEPER TO ENSURE THAT ALL DEBRIS IS SWEPT

CLEAN OF ACTIVE APRON, TAXIWAY, AND TAXILANE AT ALL TIMES.

4. CONTRACTOR SHALL STORE ALL NECESSARY EQUIPMENT AND SUPPLIES FOR THE PROJECT IN THE CONTRACTOR'S

STAGING AREA OR WITHIN THE WORK LIMITS.

5. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING WITHIN THE TAXILANE SAFETY AREA AND CONNECTING DRIVEWAYS. CONTRACTOR SHALL STAY OUTSIDE THE TAXILANE SAFETY AREA, GIVE RIGHT OF WAY WHENEVER AN

AIRCRAFT IS IN VICINITY, AND WORK IN PULLBACK MODE.

6. CONTRACTOR SHALL INSTALL LOW PROFILE BARRICADES DURING CONSTRUCTION. WHEN WORKING IN CLOSE PROXIMITY TO THE NORTHERNMOST HANGAR UNITS, THE CONTRACTOR SHALL ADJUST BARRICADE'S LOCATION TO CLOSE A PORTION OF THE TAXILANE AND PREVENT AIRCRAFT TRAFFIC FROM ENTERING THOSE UNITS. TAXILANE CLOSURE TO BE COORDINATED WITH THE ENGINEER AND OWNER A MINIMUM OF 2 WEEKS IN ADVANCE.

100 CALENDAR DAYS

PHASE 1

N O

TI

C

E

TO

P R

O C

EE

D

N.T.S.

TOTAL CONSTRUCTION TIME = 230 DAYS

SU

BS

TA

N

TI

AL

C O

M

PL

ET

IO

N

CONSTRUCTION PHASING DIAGRAM

PHASE 1 - MOBILIZATION

PHASE 1 WORK SHALL INCLUDE BUT NOT BE LIMITED TO SUBMITTAL AND APPROVAL OF SHOP DRAWINGS/MATERIAL CERTIFICATIONS/MIX DESIGNS/QC PROGRAM, FLAGMEN TRAINING, COORDINATION MEETINGS, PROCUREMENT OF MATERIALS, MOBILIZATION OF EQUIPMENT TO THE PROJECT SITE, ESTABLISHING CONTRACTORS STAGING AREA AND SITE ACCESS, SURVEY AND LAYOUT, PROCUREMENT OF MOT ITEMS, BUILDING PERMITS, AND RELATED WORK.

PHASE 1 WORK SHALL BE COMPLETED IN 100 CALENDAR DAYS.

THE CONTRACTOR HAS 30-CALENDAR DAYS TO COMPLETE DEFICIENT PUNCH LIST ITEMS NOTED IN SUBSTANTIAL

COMPLETION INSPECTION AND TO DEMOBILIZE FROM THE JOB SITE.

PHASE 3 - SUBSTANTIAL COMPLETION

FI

N

AL

C

O M

PL

ET

IO

N

PHASE 2 WORK SHALL CONSIST OF ALL WORK FOR THE CONSTRUCTION OF T-HANGAR BUILDING, TAXILANES, AND

HANGAR UNIT DRIVEWAYS.

THE WORK ITEMS OF PHASE 2 SHALL BE SITE PREPARATION, CONSTRUCTION OF TAXILANES, CONSTRUCTION OF T-HANGAR BUILDING FOUNDATION, ERECTION OF BUILDING STRUCTURES, BUILDING FINISHES, HANGAR UNIT

DRIVEWAYS, DRAINAGE, ELECTRICAL, PLUMBING, AND RELATED WORK.

PHASE 2 WORK SHALL BEGIN AFTER PHASE 1 AND BE COMPLETED WITHIN 100 CALENDAR DAYS.

PHASE 2 - CONSTRUCTION

PHASE 3

30 CALENDAR

DAYS

LEGEND:

CONTRACTOR'S STAGING AREA &

EXCESS MATERIAL STOCKPILE AREA

PHASE 2 LIMITS

PHASE 2

100 CALENDAR DAYS

50 500 100

SCALE 1" = 50'

GRAPHIC SCALE IN FEET

NOTE:

CONTRACTOR MAY INSTALL ORANGE CONSTRUCTION FENCE AROUND THE

STAGING AREA. FENCE SHALL BE TENSAR POLYGRID SF OR APPROVED

EQUAL. LINE POST SPACING SHALL BE A MAXIMUM OF 8'-0". FENCE SHALL BE

FASTENED TO POLES WITH 5 PLASTIC TIES.

N.T.S.

OPTIONAL VISUAL CONSTRUCTION BARRIER DETAIL

CONSTRUCTION SAFETY FLAG NOTES:

1. SAFETY FLAG SHALL BE PROMINENTLY

DISPLAYED ON ALL CONSTRUCTION

EQUIPMENT.

3' MIN.

3' M

IN

36"

CONSTRUCTION TRAFFIC SIGN NOTES:

1. SIGN BACKGROUND IS TO BE WHITE. SIGN

LETTERING IS TO BE BLACK, MINIMUM HEIGHT OF

3", AND BE A BOLD LETTERING STYLE SIMILAR TO

DETAIL SHOWN ON THIS SHEET.

2. SIGN IS TO BE LOCATED HIGH ENOUGH TO ALLOW

EASY VIEWING FROM ALL CONSTRUCTION

VEHICLES ENTERING THE CONSTRUCTION SITE.

3. SIGN PLACEMENTS SHALL BE AS DIRECTED BY

THE RESIDENT ENGINEER.

4. ALL CONSTRUCTION TRAFFIC SIGNAGE SHALL BE

INCLUDED IN THE COST FOR ITEM C-105-6.1,

MOBILIZATION.

N.T.S.

CONSTRUCTION TRAFFIC SIGN

N.T.S.

CONSTRUCTION SAFETY FLAG

8'-0" (MAX.)

6'-0" LONG POST 1'

-6

M

IN

DELINEATOR BARRICADE NOTES:

1. BARRICADES SHALL BE SPACED 10' MAXIMUM CENTER TO CENTER; OR AS INSTRUCTED

BY THE RESIDENT PROJECT REPRESENTATIVE.

2. INSTALL WHERE INDICATED ON SHEET G-100.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIGHTING AND MAINTAINING THE

BARRICADES DURING CONSTRUCTION OF THE ENTIRE PROJECT.

4. THE BARRICADES SHALL BE WEIGHTED AGAINST JETBLAST AND CAPABLE OF

WITHSTANDING UP TO 110 M.P.H. WIND FORCES.

5. INSTALL A MINIMUM OF 2 BATTERY OPERATED PHOTOCELLS EQUALLY SPACED PER EACH

10' LONG BARRICADE. LIGHTS SHALL MAINTAIN SUCH INTENSITY SO AS TO BE READILY

IDENTIFIED FROM DISTANCES OF 200' OR GREATER DURING DARKNESS PERIODS.

6. A MINIMUM OF 3 FLAGS NO MORE THAN 18" SQUARE MOUNTED TO THE PVC AND NO MORE

THAN 30" HIGH SHALL BE AFFIXED FOR EACH SPAN OF BARRICADES. FLAGS SHALL BE

AVIATION ORANGE (FED-STD-595, NO. 12197).

7. THE COST OF PROVIDING AND MANIPULATING BARRICADES SHALL BE INCLUDED IN THE

COST FOR ITEM C-105-6.1, MOBILIZATION.

1' 1'

10'

2'

LOW-PROFILE BARRICADE DETAIL

N.T.S.

N.T.S.

SOIL TRACKING PREVENTION DEVICE

GENERAL NOTES:

1. A SOIL TRACKING PREVENTION DEVICE (STPD) SHALL BE CONSTRUCTED AT LOCATIONS DESIGNATED BY THE ENGINEER FOR POINTS

OF EGRESS FROM UNSTABILIZED AREAS OF THE PROJECT TO PUBLIC ROADS WHERE OFFSITE TRACKING OF MUD COULD OCCUR.

TRAFFIC FROM UNSTABILIZED AREAS OF THE CONSTRUCTION PROJECT SHALL BE DIRECTED THRU A STPD. BARRIERS, FLAGGING, OR OTHER POSITIVE MEANS SHALL BE USED AS REQUIRED TO LIMIT AND DIRECT VEHICULAR EGRESS ACROSS THE STPD.

2. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TECHNIQUE TO MINIMIZE OFFSITE TRACKING OF SEDIMENT. THE ALTERNATIVE

MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO ITS USE.

3. ALL MATERIALS SPILLED, DROPPED, OR TRACKED ONTO PUBLIC ROADS (INCLUDING THE STPD AGGREGATE AND CONSTRUCTION

MUD) SHALL BE REMOVED DAILY, OR MORE FREQUENTLY IF SO DIRECTED BY THE ENGINEER.

4. AGGREGATE SHALL BE AS DESCRIBED IN FDOT SECTION 901 EXCLUDING 901-2.3. AGGREGATES SHALL BE FDOT SIZE #1. IF THIS SIZE IS NOT AVAILABLE, THE NEXT AVAILABLE SMALLER SIZE AGGREGATE MAY BE SUBSTITUTED WITH THE APPROVAL OF THE ENGINEER.

SIZES CONTAINING EXCESSIVE SMALL AGGREGATE WILL TRACK OFF THE PROJECT AND ARE UNSUITABLE.

5. THE SEDIMENT PIT SHOULD PROVIDE A RETENTION VOLUME OF 3600 CUBIC FEET/ACRE OF SURFACE AREA DRAINING TO THE PIT.

WHEN THE STPD IS ISOLATED FROM OTHER DRAINAGE AREAS, THE FOLLOWING PIT VOLUMES WILL SATISFY THIS REQUIREMENT:

15'X50'=100 FT3 30'X50'=200 FT3

AS AN OPTION TO THE SEDIMENT PIT, THE WIDTH OF THE SWALE BOTTOM CAN BE INCREASED TO OBTAIN THE VOLUME. WHEN THE SEDIMENT PIT OR SWALE VOLUME HAS BEEN REDUCED TO ONE HALF, IT SHALL BE CLEANED. WHEN A SWALE IS USED, HAY BALES

OR SILT FENCE SHALL BE PLACED ALONG THE ENTIRE LENGTH.

6. THE SWALE DITCH DRAINING THE STPD SHALL HAVE A 0.2% MINIMUM AND A 1.0% MAXIMUM GRADE ALONG THE STPD AND TO THE

SEDIMENT PIT.

7. MITERED END SECTIONS ARE NOT REQUIRED WHEN THE SIDEDRAIN PIPE SATISFIES THE CLEAR ZONE REQUIREMENTS.

8. THE STPD SHALL BE MAINTAINED IN A CONDITION THAT WILL ALLOW IT TO PERFORM ITS FUNCTION. TO PREVENT OFFSITE TRACKING, THE STPD SHALL BE RINSED (DAILY WHEN IN USE) TO MOVE ACCUMULATED MUD DOWNWARD THRU THE STONE.

ADDITIONAL STABILIZATION OF THE VEHICULAR ROUTE LEADING TO THE STPD MAY BE REQUIRED TO LIMIT THE MUD TRACKED. THE

STPD SHALL BE INSPECTED WEEKLY BY THE CONTRACTOR.

9. THE COST OF A STPD SHALL BE INCLUDED IN THE COST FOR ITEM C-105-6.1, MOBILIZATION. THE PRICE SHALL CONSTITUTE FULL COMPENSATION FOR CONSTRUCTION, MAINTENANCE, REPLACEMENT OF MATERIALS, REMOVAL, AND RESTORATION OF THE AREA UTILIZED FOR THE STPD; INCLUDING BUT NOT LIMITED TO EXCAVATION, GRADING, TEMPORARY PIPE (INCLUDING MES WHEN REQUIRED), FILTER FABRIC, AGGREGATE, PAVED TURNOUT (INCLUDING ASPHALT AND BASE CONSTRUCTION), DITCH STABILIZATION, APPROACH ROUTE STABILIZATION, SEDIMENT REMOVAL AND DISPOSAL, WATER, RINSING AND CLEANING OF THE STPD AND

CLEANING OF PUBLIC ROADS, GRASSING AND SOD, HAY BALES, AND SILT FENCE.

10. THE NOMINAL SIZE OF THE STANDARD STPD IS 15'X50' UNLESS OTHERWISE SHOWN IN THE PLANS. IF THE VOLUME OF ENTERING AND EXITING VEHICLES WARRANT, A 30' WIDTH STPD MAY BE USED IF APPROVED BY THE ENGINEER.

SECTION A-A

RURAL CONNECTION

DETAILTRANSITION DETAIL

1:2

SECTION B-B

EX

IS

T.

D

IT

C

H

EX

IS

T.

D

IT

C H

5'

SLOPE TO DRAIN

B

B

A

A

SLOPE TO DRAIN

(0.1 FT/FT MIN.)

FILTER FABRIC TYPE D-1

APPROACH LENGTH AS REQUIRED AGGREGATE

COMPACTED BACKFILL

FILTER FABRIC

COVER PER FDOT

STANDARDS

5'-0"

" M

IN

4" MIN.

PIT VOLUME IS BELOW THE INLET

ELEVATION OR THE OUTLET

ELEVATION, WHICHEVER IS LOWER.

HAY BALES

" M

IN

1:4

" M

IN

15'-0"

OR

30'-0"

AGGREGATE

TO BE STABILIZED AS REQUIRED

BASED ON FLOW AND GRADE

FILTER

FABRIC

EXISTING ROADWAY

EDGE OF PAVEMENT

HAY BALES

SEDIMENT PIT

SWALE

CONSTRUCT PAVED TURNOUT

(INDEX NO. 330-001). MAY BE

DELETED IF APPROVED BY

THE ENGINEER OF RECORD.

BERM

APPROACH

LENGTH

50'-0" STD.

' S

TD

. F

U

LL

W

ID

TH

-L

AN

E

' S

TD

. F U

LL

W

ID

TH

-L

AN

E

SL

O

PE

T

O D

R

AI

N (0

.1 M

IN

AVIATION ORANGE (12" SQUARE)

AVIATION WHITE (12" SQUARE)

FLASHING RED LIGHT -

16'O.C. (TYP.)

4' -0

8" DIA. WHITE

SCH 80 PVC

CAUTION LIGHTS TO BE RED IN COLOR AND FLASHING

REFLECTIVE ORANGE MEDIA

SANDBAG, 25LB. MIN. ONE AT EACH END

ENDS TO BE CONNECTED IN MANNER TO BE

APPROVED BY ENGINEER OF RECORD

12"X12" BRIGHT ORANGE FLAG,

WITH 12 GA. WIRE STIFFENER (TYP.)

EXISTING OR TEMPORARY

SIDEDRAIN PIPE

FI

LE

N

AM

E:

L

:\D C

S\ Pr oj ec ts \T

R N

\2 4j

_c on st ru ct _t

-h an ga rs

_6

4\

0_ ca d_ gi s\

0_ C

AD

\2

0-

SH

EE

TS

\0

- G -1

S

AF

ET

Y D

TL

S.

dw g

L

AY

O U

T N

AM

E:

G -1

P

LO

TT

ED

: F rid ay

, J ul y

, 2

- 6

:1 9a m U

SE

R

: A lL ab ba nA

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

SAFETY DETAILS G-110

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

ALL

AutoCAD SHX Text

TRAFFIC

E

T

S

SS

SS

H

W

LEGEND

EXISTING DRAINAGE PIPE (SIZE VARIES)

EXISTING UTILITY POLE

EXISTING YARD DRAIN

EXISTING DRAINAGE MANHOLE

EXISTING DRAINAGE INLET

EXISTING HOSE BIBB

EXISTING ELECTRICAL METER

EXISTING CHAIN LINK FENCE

EXISTING RIPRAP

EXISTING TELEPHONE PEDESTAL /

SERVICE BOX

EXISTING WET WELL TANK

EXISTING MITERED END SECTION

EXISTING ASPHALT PAVEMENT TO BE

REMOVED

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

1. SEE SHEET CD101 FOR EXISTING SURFACE GRADES.

2. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. THE INFORMATION PROVIDED IS BASED ON THE BEST INFORMATION AVAILABLE. ALL

EXISTING FEATURES ARE SHOWN IN AN APPROXIMATE WAY AND MUST BE FIELD VERIFIED.

3. THE CONTRACTOR AND ENGINEER/OWNER WILL CONDUCT AN INSPECTION TO IDENTIFY SALVAGE

ITEMS MARKED FOR DEMOLITION AND REMOVAL. CONTRACTOR WILL DELIVER SALVAGED ITEMS

IDENTIFIED BY ENGINEER/OWNER TO THE OWNER. ALL MATERIAL NOT IDENTIFIED SHALL BE REMOVED

AND LEGALLY DISPOSED OFF SITE BY THE CONTRACTOR. COST FOR DELIVERY OR REMOVAL IS

INCIDENTAL TO DEMOLITION. ASSUME DISPOSAL OFF AIRPORT PROPERTY WILL BE REQUIRED.

4. ALL ASPHALT REMOVED SHALL BE STOCKPILED ON THE AIRPORT PROPERTY AS INDICATED ON SHEET G-100. NO OTHER MATERIAL SHALL BE WASTED ON THE AIRPORT SITE UNLESS APPROVED BY THE

ENGINEER. ANY MATERIALS THAT ARE INTENDED TO BE REUSED ON THE PROJECT WILL BE

STOCKPILED IN WORK AREAS CONTROLLED BY THE CONTRACTOR.

5. ALL AREAS UNDER NEW PAVEMENT SHALL BE STRIPPED OF TOP SOIL AND ORGANIC MATERIALS TO A DEPTH OF 6-INCHES AND STOCKPILED TEMPORARILY IN A LOCATION AND MANNER ACCEPTABLE TO THE OWNER. THIS MATERIAL MAY BE USED AS TOPSOIL IN ALL EXCAVATED AREAS BEYOND THE EDGE OF NEW PAVEMENT. ALL EXCESS UNSUITABLE SOIL SHALL BE DISPOSED OF OFF AIRPORT PROPERTY.

PAYMENT FOR RE-HANDLING THIS MATERIAL IS INCIDENTAL TO THE PROJECT. STOCKPILE LOCATION

FOR SUITABLE SOIL IS SHOWN ON SHEET G-100.

6. TOPSOIL STRIPPING CAN BE STOCKPILED WITHIN THE PROJECT LIMITS OR IN THE STAGING AREA SHOWN ON SHEET G-100. CONTRACTOR SHALL PROVIDE LOCATIONS INCLUDING LENGTH, WIDTH, AND

HEIGHT TO ENGINEER FOR APPROVAL.

7. PROVIDE A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE VIA PIPES, STRUCTURES AND DITCHES

DURING CONSTRUCTION. STANDING WATER IS NOT PERMITTED ON THE PROJECT SITE.

8. ASPHALT REMOVAL SHALL INCLUDE A SAWCUT FOR A CLEAN EDGE ADJACENT TO ASPHALT TO REMAIN.

9. CONTRACTOR IS RESPONSIBLE FOR DEWATERING, INCLUDING PERMITTING. DEWATERING PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. THE COST SHALL BE INCLUDED IN THE

ITEM BEING INSTALLED.

10. CONTRACTOR SHALL MEET ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS, INCLUDING PERMITTING.

ALL PERMITTING AND PERMITTING COSTS SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

11. CONTRACTOR SHALL SUBMIT FOR NPDES PERMIT AND PROVIDE PERMIT DOCUMENTATION TO THE

ENGINEER PRIOR TO CONSTRUCTION COMMENCEMENT.

12. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE SRWMD AND SUWANNEE COUNTY.

13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ELIMINATE FUEL SPILLS, FIRES AND

EXPLOSION HAZARDS.

14. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING IN PLAN AND ELEVATION ALL UNDERGROUND AND ABOVEGROUND UTILITIES AND STRUCTURES BEFORE DIGGING. CONTRACTOR SHALL OBTAIN UTILITY

CLEARANCE BEFORE COMMENCING WORK.

15. THE CONTRACTOR SHALL EXERCISE EXTREME CARE AND HAND EXCAVATE WHEN WORKING IN THE

VICINITY OF UNDERGROUND UTILITIES AND STRUCTURES.

16. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY UTILITIES INCLUDING BUT NOT LIMITED TO PIPING, CABLES, CONDUITS OR STRUCTURES WITHOUT ANY INCREASE IN CONTRACT COST, IF THEY

ARE DAMAGED BY HIS/HER WORK.

17. CONTRACTOR SHALL CLEAR AND GRUB EXISTING TREES THAT ARE WITHIN THE PROPOSED POND LIMITS. ALSO, CONTRACTOR SHALL CLEAR AND GRUB AREAS REQUIRED FOR CONSTRUCTION OF THE PROPOSED T-HANGAR BUILDING, CONNECTING DRIVEWAYS, AND TAXILANES. ALL CLEARING AND

GRUBBING WORK SHALL BE PAID UNDER PAY ITEM 0110-1-1, CLEARING AND GRUBBING.

DEMOLITION NOTES:

CAUTION

EXISTING AIRFIELD LIGHTING CABLES, ELECTRICAL DUCTS, UNDERGROUND UTILITIES AND

APPURTENANCES ARE DEPICTED SCHEMATICALLY AND REPRESENT THE BEST INFORMATION AT THE TIME OF PLAN PREPARATION AND ARE NOT INTENDED TO REPRESENT THE NUMBER OR LOCATION

OF ALL CABLES, DUCTS, UNDERGROUND UTILITIES AND ASSOCIATED APPURTENANCES AND ARE

INTENDED FOR GENERAL INFORMATION ONLY. THE CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS IN THE FIELD INCLUDING DEPTH OF ALL CABLES, DUCTS, UNDERGROUND UTILITIES AND

TAKE THE NECESSARY MEASURES TO PROTECT THEM. PROPOSED CONDUITS MAY BE PLACED

ABOVE OR BELOW EXISTING, BUT MINIMUM DEPTH REQUIREMENTS SHALL REMAIN. DAMAGE TO

EXISTING CABLES, DUCTS OR UNDERGROUND UTILITIES SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE ENGINEER AND OWNER. ALL COST OF REPAIRS SHALL BE BORNE BY THE

CONTRACTOR.

SUNSHINE 811 - CALL BEFORE YOUR DIG

FLORIDA LAW MANDATES THAT, BEFORE

BEGINNING ANY MECHANIZED DIGGING OR

EXCAVATION WORK, YOU MUST CONTACT

SUNSHINE 811 BY CALLING 811 AT LEAST 48

HOURS BUT NO MORE THAN 10 WORKING DAYS

IN ADVANCE TO HAVE UTILITIES MARKED.

EXISTING SANITARY SEWER LINE

EXISTING PVC SANITARY SEWER LINE TO

BE REMOVED

EXISTING WATER LINE

EXISTING RCP PIPE TO BE REMOVED

EXISTING DRAINAGE INLET TO BE

REMOVED

CLEARING AND GRUBBING LIMITS

SEE NOTE 17 ON SHEET CD100

CLEARING AND GRUBBING LIMIT TABLE

POINT #

D-1

D-2

D-3

D-4

D-5

D-6

D-7

D-8

D-9

NORTHING

477135.27

477157.93

477117.79

477031.63

477023.20

477099.13

477104.22

477090.25

477107.58

EASTING

2433902.33

2433958.34

2434035.17

2434084.86

2434065.64

2434015.61

2433975.73

2433930.01

2433904.02

94.5

95.0

EXISTING CONDITIONS & DEMOLITION

LEGEND & NOTES CD100

FI

LE

N

AM

E:

L

:\D C

S\ Pr oj ec ts \T

R N

\2 4j

_c on st ru ct _t

-h an ga rs

_6

4\

0_ ca d_ gi s\

0_ C

AD

\2

0-

SH

EE

TS

\0

- C D to C

D

EX

C O

N D

D

EM

O

.d w g L

AY

O

U T

N

AM

E:

C

D

P

LO

TT

ED

: F rid ay

, J ul y

, 2

- 6

:1 9a m U

SE

R

: A lL ab ba nA

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

EXISTING DRAINAGE STRUCTURES

STRUCTURE STRUCTURE TYPE GRATE TOP ELEV BOTTOM ELEV INVERTS REMARKS

XS-1 YARD DRAIN 97.65' N/A

N=94.79' (8" PVC)

S=94.79' (8" PVC) TO REMAIN

XS-2 YARD DRAIN 96.86' N/A

N=94.16' (8" PVC)

S=94.16' (8" PVC) TO REMAIN

XS-3 YARD DRAIN 97.00' N/A

N=94.70' (8" PVC)

S=94.70' (8" PVC) TO REMAIN

XS-4 CATCH BASIN 96.91' 93.21'

E=93.43' (15" RCP)

W=93.56' (15" RCP)

S=94.10' (8" PVC)

TO BE REMOVED

XS-5 CATCH BASIN 96.88' 93.56'

W=93.88' (15" RCP)

S=94.51' (15" RCP) TO REMAIN

XS-6 CATCH BASIN 96.45' 93.05'

W=93.32' (10" PVC)

E=93.10' (12" PVC) TO REMAIN

XS-7 CATCH BASIN 96.74' 93.84'

E=94.04' (10" PVC)

S=94.22' (10" PVC) TO REMAIN

XS-8 CATCH BASIN 97.51' 94.54'

N=95.43' (10" PVC)

S=96.01' (4" PVC) TO REMAIN

XS-9 STORMWATER MANHOLE 96.97' INNACESSIBLE INNACESSIBLE

PLUG PIPE OPENING IN

MANHOLE AFTER

REMOVING 15" RCP

XS-10 MITERED END SECTION N/A N/A N=92.56' (15" RCP) TO REMAIN

XS-11 MITERED END SECTION N/A N/A N=88.87' (36" RCP) TO REMAIN

XS-12 YARD DRAIN 97.68' N/A

N=95.75' (8" PVC)

S=95.75' (8" PVC) TO REMAIN

XS-13 YARD DRAIN 97.61' N/A

N=95.55' (8" PVC)

S=95.55' (8" PVC) TO REMAIN

SS

SS

SS

SS

SS

E

T

S

W W

W

H

H

H

H

SS

SS

SS

SS

HVAC

DUCTWORK

EXISTING POND

SHOWER WITH

6' SHEET METAL

PRIVACY FENCE

10" TRENCH DRAIN

1.4" DEEP

FLAGPOLE

BURIED CABLE

FUEL TANK

EX

IS

TI

N

G T

-H

AN

G

AR

EX

IS

TI

N

G T

-H

AN

G

AR

EX

IS

TI

N

G T

-H

AN

G

AR

EA

A

C H

AP

TE

R

SI

N G

LE

S

TO

R

Y

BU

IL

D

IN

G

EX

IS

TI

N

G T

AX

IL

AN

E

EX

IS

TI

N

G T

AX

IL

AN

E

EX

IS

TI

N

G T

AX

IL

AN

E

EX

IS

TI

N

G T

AX

IL

AN

E

EXISTING FENCE (TYP)

EXISTING DIRT ROAD

TO BE REMOVED

EXISTING

DRAINAGE PIPE

80TH TERRACE

EXISTING ASPHALT PAVEMENT

TO BE REMOVED

APPROXIMATE LOCATION OF SEWER

LINE, CONTRACTOR TO FIELD VERIFY

SIZE AND LOCATION.

SANITARY SEWER TO BE REMOVED

AFTER NEW SANITARY LINE INSTALLED.

XS-13

XS-12

XS-11

XS-1

XS-9

XS-10

XS-2

XS-4

XS-3

XS-5

XS-8

XS-7

XS-6

EXISTING ELECTRICAL

TRANSFORMER

10" PVC

12" PVC

" P

VC

8" P

VC

8"

P

VC

15" RCP

15" RCP

15" RCP

8" PVC

8" PVC

8" P

VC

8"

P

VC

8" P

VC

APPROXIMATE LOCATION OF

SEPTIC TANK AND DRAINFIELD.

CONTRACTOR TO FIELD

VERIFY SIZE AND SSWR LINE

TAP IN LOCATION

SAWCUT EXISTING

ASPHALT EDGE

SAWCUT EXISTING

ASPHALT EDGE

EXISTING DIRT ROAD

TO BE REMOVED

EXISTING DIRT ROAD

TO REMAIN

EXISTING RCP PIPE AND

INLET TO BE REMOVED

PLUG PIPE OPENING IN

EXISTING MANHOLE

COST SHALL BE INCIDENTAL

TO PAY ITEM P-101-5.2

EXISTING TREES WITHIN PROPOSED POND

LIMITS TO BE CLEARED AND GRUBBED. SEE

NOTE 17 ON SHEET CD100 FOR CLEARING

AND GRUBBING PROPOSED PROJECT LIMITS

" R

C P

D-2

D-3

D-4D-5

D-6

D-7D-8

85.0

86.0

87.0 88.0

89.0 90.0

91.0

92.0

93.0

94.0

95.0

96.0

97.0

98.0

86.0 87.0

88.0 89.0

89.0

90.0

90.0

.0

91.0

92.0

.0

93.0

.0

94.0

.0

95.0

95.0

96.0

96.0

.5

96.5

.0

97.0

97.5

97.5

.5

97.5

98.0

.0

98.0

96.096.0

96.5

97.0

97.5

97.5

98.0

98.0

98.5

98.5

.0

99.0

.5

99.5

100.0

0.0

98.0

98.0

.0

.0

.5

98.0 98.0

96.5

E

T

S

SS

SS

H

W

LEGEND

EXISTING DRAINAGE PIPE (SIZE VARIES)

EXISTING UTILITY POLE

EXISTING YARD DRAIN

EXISTING DRAINAGE MANHOLE

EXISTING DRAINAGE INLET

EXISTING HOSE BIBB

EXISTING ELECTRICAL METER

EXISTING CHAIN LINK FENCE

EXISTING RIPRAP

EXISTING TELEPHONE PEDESTAL /

SERVICE BOX

EXISTING WET WELL TANK

EXISTING MITERED END SECTION

EXISTING ASPHALT PAVEMENT TO BE

REMOVED

EXISTING MINOR CONTOUR

EXISTING…