09 RMG Runway Extension P_L Plans.pdf

PDF 33 MB Posted Nov 3, 2023

Attached to: RICHARD B. RUSSELL REGIONAL AIRPORT¿ RUNWAY 1/19 AND PARTIAL PARALLEL TAXIWAY EXTENSION ¿¿ PAVIN
Solicitation number: PE-65700-NONST-2023-000000007
Issued by: Fayette County, Georgia

About this file

Written by GovTribe AI · Aug 26, 2024

This document appears to be construction plans related to a Runway Extension project. The project is being managed by the Regional Metropolitan Government (RMG). The plans detail the proposed runway extension and related site improvements. This appears to be a bid opportunity for contractors to provide construction services for this runway extension project. The plans do not include information about response dates, bidder's meetings, award dates, or contract term.

The plans provide detailed technical specifications and drawings for the construction of the runway extension and associated site work. The project appears to have a significant scope, including earthwork, paving, drainage, lighting, and other civil infrastructure components. No information is provided about pricing terms, funding sources, or other commercial details related to this contract opportunity.

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Other files

File	Type	Posted
BID _23_043 RUNWAY 1_19 AND PARALLEL TAXIWAY .pdf	PDF	Nov 3, 2023
ADDENDUM _1 Clarification of Scope of Work.pdf	PDF	Nov 3, 2023

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THE LOCATION, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND

UTILITIES INDICATED ON THE PLANS IS NOT REPRESENTED AS BEING

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

RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH

FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND

UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY

THE UTILITY COMPANIES OF HIS OPERATIONAL PLANS AND SHALL OBTAIN

FROM THE RESPECTIVE UTILITY COMPANIES DETAILED INFORMATION AND

ASSISTANCE RELATIVE TO THE LOCATION OF THEIR FACILITIES AND THE

WORKING SCHEDULE OF THE COMPANIES FOR REMOVAL OR ADJUSTMENT

WHERE REQUIRED. IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE

IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE UTILITY COMPANY OF JURISDICTION. THE

ENGINEER SHALL ALSO BE IMMEDIATELY NOTIFIED. ANY SUCH MAINS AND

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

THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT.

COMMON GROUND ALLIANCE

www.call811.com or Phone: 811

CALL 911 IN THE EVENT IN WHICH DAMAGE

RESULTS IN THE RELEASE OF NATURAL GAS.

RUNWAY 1/19 AND PARALLEL TAXIWAY EXTENSION

PAVING, LIGHTING, AND MARKING PACKAGE

ISSUED FOR BID SET

CMT JOB NUMBER:

SUBMITTED BY

DATE

CONSTRUCTION PLANS FOR

GEOMETRIC CRITERIA

DESIGN INFORMATION

AIRCRAFT APPROACH CATEGORY (AAC): C

AIRPLANE DESIGN GROUP (ADG): II

TAXIWAY DESIGN GROUP (TDG): II

TAXIWAY SAFETY AREA (TSA): 79'

TAXIWAY OBJECT FREE AREA (TOFA): 131'

RUNWAY SAFETY AREA WIDTH (RSA):

RUNWAY 1 -19: 500'

RUNWAY 7 - 25: 150'

RUNWAY OBJECT FREE AREA WIDTH (ROFA):

RUNWAY 1 - 19: 800'

RUNWAY 7 - 25: 500'

ATLANTA, GA CHICAGO, IL

COLUMBUS, OH EDWARDSVILLE, IL

INDIANAPOLIS, IN

NASHVILLE, TN ROCKFORD, IL

SPRINGFIELD, IL

ST. LOUIS, MO

SPRINGFIELD, MO

KANSAS CITY, MO

RICHARD B. RUSSELL REGIONAL AIRPORT

ROME, GEORGIA

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D al to n

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ROME, GEORGIA

FLOYD COUNTY

AURORA, IL

PEORIA, IL

TOTAL SHEETS: 40

20080302

PROJECT PERIMETER

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

G-000 COVER SHEET

G-001 CONTRACT QUANTITIES AND GENERAL NOTES

G-100 PROJECT LAYOUT PLAN

G-101 PROJECT SAFETY PHASING PLAN

G-501 PROJECT SAFETY PHASING NOTES

G-502 PROJECT SAFETY PHASING DETAILS

G-801 PROJECT BENCHMARK PLAN

CD-101 EXISTING CONDITIONS AND REMOVALS - 1

CD-102 EXISTING CONDITIONS AND REMOVALS - 2

CD-103 EXISTING CONDITIONS AND REMOVALS - 3

CD-104 EXISTING CONDITIONS AND REMOVALS - 4

CD-105 EXISTING CONDITIONS AND REMOVALS - 5

CD-106 EXISTING CONDITIONS AND REMOVALS - 6

CD-107 EXISTING CONDITIONS AND REMOVALS - 7

C-101 PROPOSED GEOMETRY PLAN

C-301 TYPICAL SECTIONS

CG-101 GRADING AND DRAINAGE - 1

CG-102 GRADING AND DRAINAGE - 2

CG-201 RUNWAY PLAN AND PROFILE

CG-202 TAXIWAY PLAN AND PROFILE

CM-101 MARKING PLAN - 1

CM-102 MARKING PLAN - 2

CM-103 MARKING PLAN - 3

CM-104 MARKING PLAN - 4

CM-105 MARKING PLAN - 5

CM-106 MARKING PLAN - 6

CM-501 MARKING DETAILS

GR-100 GROOVING PLAN AND DETAILS

EL-101 AIRFIELD LIGHTING LAYOUT 1

EL-102 AIRFIELD LIGHTING LAYOUT 2

EL-103 AIRFIELD LIGHTING LAYOUT 3

EL-201 RDR LAYOUT PLAN

EL-501 ELECTRICAL DETAILS - SHEET 1

EL-502 ELECTRICAL DETAILS - SHEET 2

EL-503 ELECTRICAL DETAILS - SHEET 3

EL-504 ELECTRICAL DETAILS - SHEET 4

EL-505 ELECTRICAL DETAILS - SHEET 5

EL-506 ELECTRICAL DETAILS - SHEET 6

EL-507 ELECTRICAL DETAILS - SHEET 7

NOVEMBER, 2023

EC-1 EROSION AND SEDIMENT CONTROL PLAN - COVER SHEET

ECGN-1 - ECGN-3 EROSION CONTROL GENERAL NOTES

WQSP-1 WATER QUALITY SAMPLING PLAN

WQ-1 - WQ-2 WATER QUALITY DETAILS

IEC-1 - IEC-2 EROSION AND SEDIMENT CONTROL PLAN - INITIAL PHASE

GEC-1 - GEC-2 EROSION AND SEDIMENT CONTROL PLAN - GRADING PHASE

FEC-1 - FEC-2 EROSION AND SEDIMENT CONTROL PLAN - FINAL PHASE

ECD-1 - ECD-7 EROSION AND SEDIMENT CONTROL DETAILS

GS-1 GRASSING NOTES AND GRASSING DETAILS

EROSION AND SEDIMENT CONTROL PLAN

SHEET NUMBER SHEET TITLE

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LOCATION MAP

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SITE PLAN

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SHEET OF

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APPROVED BY:

OWNER

CMT PROJECT NO:

CRAWFORD, MURPHY & TILLY, INC. 2021A

1 2 3 4 5

G-001

CONTRACT

QUANTITIES AND

GENERAL NOTES

20080302-G-01.DWG

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20080302

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RICHARD B. RUSSELL

REGIONAL AIRPORT

ROME, GA

RUNWAY 1/19 AND

PARALLEL TAXIWAY

EXTENSION

PAVING, LIGHTING, AND

MARKING PACKAGE

ISSUED FOR BID SET

GENERAL NOTES

SAFETY AND SECURITY

HAUL ROUTES, STAGING AREAS AND CONSTRUCTION ACTIVITIES

TEMPORARY MARKINGS, BARRICADES, TRAFFIC CONTROL

EXISTING CONDITIONS/UNDERGROUND AND CONCEALED FACILITIES

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

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

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

CONTROL OF POLLUTANTS: POLLUTANTS OF POTENTIALLY HAZARDOUS MATERIALS,

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

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

INTO THE ENVIRONMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER

AND LEGAL DISPOSAL OF ALL SUCH MATERIALS. EQUIPMENT, ESPECIALLY CONCRETE OR

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

IN AREAS WHERE UNUSED PRODUCT CONTAMINANTS CAN BE PREVENTED FROM

ENTERING WATERWAYS.

AN SPCC PLAN WILL BE DEVELOPED BY THE CONTRACTOR AND APPROVED PRIOR TO

INSTALLATION OF FUEL TANKS. THIS PLAN WILL REQUIRE THE FOLLOWING:

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

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

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

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

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

TRUCK.

SPILL PREVENTION

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

FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT:

* OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION

- AC 150/5370-2G.

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

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

- AC 150/5210-5D.

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

CONTROL AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE

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

ASSIGN RESPONSIBLE PERSONNEL TO CONTINUOUSLY MONITOR THE GROUND

CONTROL FREQUENCY (123.000MHz). PROVIDE A RADIO AT EACH SEPARATE WORK

LOCATION.

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

PROVIDE THE NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS SO THAT

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

ACCORDANCE WITH ESTABLISHED CRITERIA.

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

THROUGH THE PROJECT ACCESS GATES SHOWN ON THESE PLANS.

CONTRACTOR WILL BE RESPONSIBLE FOR SECURITY OF ALL GATES IN

ACCORDANCE WITH THE AIRPORT'S APPROVED SECURITY PROGRAM.

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

THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED

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

AIRPORT OWNER.

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

MARKING AND LIGHTING.

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

(SECTION 01030).

S-8. WORKING IN SAFETY AREAS OF RUNWAYS OR TAXIWAYS REQUIRES CLOSURE OF

THAT RUNWAY OR TAXIWAY.

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

SHOWN ON THE PROJECT LAYOUT AND SAFETY PLAN AND HIS APPROVED

PHASING PLAN. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION

ACTIVITIES WITH THE ENGINEER TO MINIMIZE DISRUPTION TO AIRPORT

OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE

COMPLIANCE WITH SAFETY REQUIREMENTS AND TO MINIMIZE INTERFERENCE TO

AIRCRAFT OPERATIONS DURING CONSTRUCTION.

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

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

LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY

OWNER PRIOR TO CONSTRUCTION.

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

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

ROUTES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AFTER

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

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

CONSTRUCTION AND RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. NO

SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM.

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

CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING

RUNWAYS OR TAXIWAYS AS PART OF THE HAUL ROAD.

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

EACH WORK DAY AND WHEN NOT ENGAGED IN THE CONSTRUCTION DURING

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

CONTRACTOR'S EMPLOYEES AUTO PARKING.

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

PERMANENT AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA.

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

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

STAKES OR FLAGGING SHALL BE REPLACED IMMEDIATELY. CONTRACTOR TO

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

PROJECT DURATION TO THE ENGINEER FOR APPROVAL.

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

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

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

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

CONTROL DUST PROPERLY, THE CONTRACTOR SHALL FURNISH THE PROPER

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

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

RUNWAY SAFETY AREAS AS REQUIRED FOR AIRCRAFT OPERATIONS.

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

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

ALL RUNWAY AND TAXIWAY CIRCUITS SHALL BE OPERATIONAL PRIOR TO THE

CONTRACTOR LEAVING SITE EACH DAY.

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

CONSTRUCTION PROJECTS AT THE AIRPORT.

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

PROJECT PRIOR TO ANY CONSTRUCTION ACTIVITIES.

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

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

MINIMIZE DISTURBANCE. THESE AREAS SHALL BE RESTORED TO THEIR ORIGINAL

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

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

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

WORK AS IT IS CONSIDERED INCIDENTAL TO THE PROJECT.

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

CONSTRUCTION AND REPORT TO ENGINEER ANY VARIATIONS FROM THE

INFORMATION SHOWN ON CONSTRUCTION PLANS.

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

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

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

CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR

SHALL REPAIR ALL UTILITIES/PIPELINES DAMAGED BY CONTRACTOR AT NO

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

PENALTY OF $1,000 PER OCCURRENCE.

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

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

THE REQUIRED MARKING TO PROTECT CABLES DURING CONSTRUCTION. ANY

CABLES DAMAGED DURING CONSTRUCTION WILL BE REPLACED BY CONTRACTOR.

CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH THE REPAIR OF DAMAGED

CABLES AT NO COST TO OWNER.

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

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

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

SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE

NOTIFICATION OF THE AIRPORT MANAGER AND ENGINEER BY THE CONTRACTOR.

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

EXPENSE.

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

ALL ELEMENTS OF THE CONSTRUCTION.

T-1. SEE SPECIFICATION SECTION 01030 AND 01530.

BASE BID

ITEM SPEC ITEM

NO NO. DESCRIPTION UNIT PLAN FINAL

1 01510 ENGINEER'S FIELD OFFICE L. SUM 1

2 C-105 MOBILIZATION L. SUM 1

3 P-101A MILL ASPHALTIC CONCRETE PAVEMENT, VARIABLE DEPTH SQ. YD. 4900

4 P-101B ASPHALTIC PAVEMENT REMOVAL SQ. YD. 600

5 P-151 TREE CLEARING ACRE 56

6 P-152C DITCH EXCAVATION CU. YD. 21000

7 P-155A LIME TREATED SUBGRADE (6 INCH) LIFT SQ. YD. 52000

8 P-155B LIME TREATED SUBGRADE (6 INCH) LIFT TON 750

9 P-156 INSTALLATION AND REMOVAL OF SILT FENCE LIN. FT. 4000

10 P-209 CRUSHED AGGREGATE BASE COURSE CU. YD. 8700

11 GDOT 402-1 12MM HOT MIX RECYCLED ASPHALT TON 3500

12 GDOT 402-2 19MM HOT MIX RECYCLED ASPHALT TON 7500

13 P-602 BITUMINOUS PRIME COAT GAL. 7800

14 P-603 BITUMINOUS TACK COAT GAL. 5200

15 P-620A PAVEMENT MARKING, WHITE, REFLECTIVE SQ. FT. 106000

16 P-620B PAVEMENT MARKING, YELLOW, REFLECTIVE SQ. FT. 11000

17 P-620C PAVEMENT MARKING, BLACK, NON-REFLECTIVE SQ. FT. 33000

18 P-621 BITUMINOUS PAVEMENT GROOVING SQ. YD. 19000

19 D-699B MAINTENANCE OF TEMPORARY SEDIMENT BASIN EACH 1

20 D-700B STONE RETROFITTING (RT) EACH 1

21 D-753A RIP RAP TON 25

22 D-753B ROCK FILTER DAM EACH 1

23 D-753D CHECK DAM EACH 16

24 E-891 INLET PROTECTION EACH 6

25 E-895A TEMPORARY EROSION CONTROL MATTING SQ. YD. 3500

26 E-895B PERMANENT EROSION CONTROL MATTING SQ. YD. 3500

27 EC-1B FLOC LOG EACH 6

28 T-901A PERMANENT SEEDING ACRE 32

29 T-901B TEMPORARY SEEDING ACRE 32

30 T-904 SODDING SQ. YD. 500

31 T-908 MULCHING ACRE 32

32 L107-5.1 L-806(L) LED SUPPLEMENTAL WIND CONE AND CONCRETE

FOUNDATION, COMPLETE IN PLACE EACH 1

33 L107-5.2 REMOVAL OF EXISTING SUPPLEMENTAL WIND CONE AND

CONCRETE FOUNDATION EACH 1

34 L108-5.1 TRENCHING FOR DIRECT-BURIED CABLE (COUNTERPOISE) AND

BACKFILL LIN. FT. 5600

35 L108-5.2 NO. 8 AWG, 5KV, L-824, TYPE C CABLE, INSTALLED IN TRENCH,

DUCT BANK OR CONDUIT LIN. FT. 6800

36 L108-5.3

NO. 6 AWG, SOLID, BARE COUNTERPOISE WIRE, INSTALLED

ABOVE THE DUCT BANK OR CONDUIT, INCLUDING

CONNECTIONS/TERMINATIONS AND GROUND RODS

LIN. FT. 5600

37 L108-5.4

PAPI 19 CIRCUIT, 3 -#4 TYPE USE, 1#8 GND, IN 1-1/4" UNIT DUCT

LIN. FT. 1300

38 L110-5.1 REMOVE EXISTING CABLE AND CONDUIT LIN. FT. 300

39 L110-5.3 2 - 3 INCH PVC SCH. 40 CONCRETE ENCASED DUCT LIN. FT. 112

40 L115-5.2 ELECTRICAL HANDHOLE EACH 2

41 L125-5.1 REMOVE EXISTING LIGHT - ALL TYPES AND SIZES EACH 29

42 L125-5.2 REMOVE EXISTING SIGN AND CONCRETE PAD EACH 2

43 L125-5.3 REMOVE EXISTING PAPI 19 SYSTEM AND FOUNDATION L. SUM 1

44 L125-5.4 HIGH INTENSITY RUNWAY EDGE LIGHT, LED, BASE MOUNTED,

INSTALLED, COMPLETE EACH 10

45 L125-5.5 Relocate High Intensity Runway Threshold Light, LED, Base Mounted, Installed, Complete EACH 8

46 L125-5.6 Medium Intensity Taxiway Edge Light, LED, Base Mounted, Installed, Complete EACH 69

47 L125-5.7 Replace Fixture of High Intensity Runway Edge Light, LED, Base Mounted, Complete EACH 9

48 L125-5.8 Replace Fixture of High Intensity Runway Edge Light, LED, Flush Mount In-pavement, Complete EACH 1

49 L125-5.10 PAPI 19 SYSTEM AND FOUNDATION. LED, INSTALLED, COMPLETE EACH 1

50 L125-5.11 Install Runway Distance Remaining Signs EACH 6

51 L125-5.12 Runway End Identifier Light System, Type L-849I, Style E, Foundation, LED, Install, Complete EACH 1

52 L125-5.14 L-858(L) LED SIGN, SIZE 1, 1-2 CHARACTERS, CONCRETE PAD,

L-867B BASE, IN TURF, COMPLETE IN PLACE EACH 2

53 L125-5.15 L-858(L) LED SIGN, SIZE 2, 3-4 CHARACTERS, CONCRETE PAD,

L-867B BASE, IN TURF, COMPLETE IN PLACE EACH 2

54 GDOT 150-1000 TRAFFIC CONTROL L. SUM 1

55 GDOT 165-0030 MAINTENANCE OF TEMPORARY SILT FENCE TYPE S LIN. FT. 4000

56 GDOT 167-1000 WATER QUALITY MONITORING AND SAMPLING EACH 8

57 GDOT 167-1500 WATER QUALITY INSPECTIONS MONTH 8

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ROFA

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RSA

PROJECT PERIMETER

POINT

LATITUDE

N34° 21' 31.77"

N34° 21' 46.83"

N34° 21' 46.23"

N34° 21' 32.41"

N34° 21' 33.04"

N34° 21' 31.63"

LONGITUDE

W85° 09' 34.31"

W85° 09' 32.54"

W85° 09' 23.56"

W85° 09' 24.99"

W85° 09' 32.06"

W85° 09' 32.26"

ELEVATION

623.00

622.00

629.00

617.00

622.00

621.00

STAGING AREA

POINT

LATITUDE

N34° 21' 40.99"

N34° 21' 40.77"

N34° 21' 36.89"

N34° 21' 37.11"

LONGITUDE

W85° 09' 19.85"

W85° 09' 17.07"

W85° 09' 17.48"

W85° 09' 20.44"

ELEVATION

605.00

601.00

602.00

599.00

S S

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SHEET TITLE

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

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APPROVED BY:

OWNER

CMT PROJECT NO:

CRAWFORD, MURPHY & TILLY, INC. 2021A

1 2 3 4 5

NOTES

1. THE CONTRACTOR SHALL COORDINATE WITH THE AIRPORT AND

ENGINEER TO OBTAIN APPROPRIATE APPROVALS AND ESTABLISH

WORK CONDITIONS AND TIMING PRIOR TO ANY WORK WITHIN THE

RUNWAY SAFETY AREAS AND RUNWAY PROTECTION ZONES. THE

REQUIRED ACTIONS MAY INCLUDE TEMPORARY RUNWAY CLOSURES

OR LIMITED RUNWAY OPERATIONS.

2. THE CONTRACTOR SHALL NOT MOVE EQUIPMENT OR PERSONNEL

THROUGH ACTIVE PORTIONS OF THE AIRPORT WITHOUT PRIOR

COORDINATION AND APPROVAL FROM THE AIRPORT AND THE

ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID

CONFLICT BETWEEN HIS PERSONNEL, EQUIPMENT, VEHICLES, AND

AIRCRAFT.

3. THE CONTRACTOR SHALL PERFORM CONSTRUCTION OPERATIONS

AS NECESSARY TO MINIMIZE ATTRACTION TO BIRDS CAUSED BY

PONDING WATER AND GRASS SEED.

4. ANY DAMAGE TO EXISTING AIRCRAFT LIGHTING SYSTEMS CAUSED

BY CONSTRUCTION ACTIVITIES SHALL BE IMMEDIATELY NOTED TO

THE OWNER AND REPAIRED BY QUALIFIED PERSONNEL AT

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.

5. STAGING AREA LOCATION SHOWN IS APPROXIMATE. EXACT

LOCATION TO BE DETERMINED BY ENGINEER. THE ESTABLISHMENT

OF ADDITIONAL STAGING AREAS CAN BE CONSIDERED WITH

COORDINATION OF THE CONTRACTOR, ENGINEER, AND THE

AIRPORT.

CONTRACTOR'S STAGING AREA

HAUL ROUTE

CONSTRUCTION EXIT

LEGEND

ROFA RUNWAY OBJECT FREE AREA

PROPERTY LINE (APPROXIMATE)

RSA RUNWAY SAFETY AREA

(INCIDENTAL TO THE PROJECT)

PROJECT LIMITS

RUNWAY EXTENSION

AIRCRAFT ACCESS ROUTE

LOW PROFILE BARRICADE

CLOSED RUNWAY MARKER

TERMINAL BUILDING

Feet 0 300 600

CONTRACTOR STAGING

AREA

RUNW

AY 1-19

RUNWAY 7-25

TAXIW

AY A

TAXIW

AY D

TAXIW

AY A

TAXIWAY B

TAXIW

AY C

TAXIW

AY E

BARRICADE SCHEDULE

LOCATION OF BARRICADES NUMBER OF BARRICADES

1 5

2 15

3 7

4 15

5 7

6 5

NES M

ILL R

W A

R R

E N

R D

N E

G-100

PROJECT LAYOUT

PLAN

20080302-G-100.DWG

JMM

JJM

20080302

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

ROME, GA

RUNWAY 1/19 AND

PARALLEL TAXIWAY

EXTENSION

PAVING, LIGHTING, AND

MARKING PACKAGE

ISSUED FOR BID SET

AutoCAD SHX Text Co

TSA

TSATSATSATSATSATSA

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RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

R S

A R

S A

R S

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

R S

A R

S A

R S

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

R S

A R

S A

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ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

G G

G G G G

G G

G G G

C B

SD SD SD

C B

PAPI 19PAPI 19PAPI 19PAPI 19

THIS BAR IS EQUAL TO 2" AT FULL SCALE (22X34)

SHEET OF

SHEET TITLE

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A M

APPROVED BY:

OWNER

CMT PROJECT NO:

CRAWFORD, MURPHY & TILLY, INC. 2021A

1 2 3 4 5

APPROXIMATE WORK AREAS

CONTRACTOR'S STAGING AREA

CONTRACTORS HAUL ROUTE

CONSTRUCTION EXIT

LEGEND

TAXIWAY SAFETY AREA

RUNWAY SAFETY AREA

LOW PROFILE BARRICADE

NOTES

1. CLOSED RUNWAY MARKERS SHALL BE PLACED BY THE

CONTRACTOR AT BOTH ENDS OF RUNWAY 1/19 WHEN

PERFORMING WORK WITHIN THE RUNWAY 1/19 SAFETY AREA

(RUNWAY 1/19 CLOSED).

EXISTING

LOCALIZER

CONTRACTOR TO PROTECT

GAS LINE EASEMENT

UTILIZE EXISTING GATE

RUNWAY EXTENSION

CLOSED RUNWAY MARKER

REFER TO NOTE 1

PHASE CONSTRUCTION AFFECTED ACTIVE OPERATIONS AREAS (AOA) WORK HOURS SAFETY AND SECURITY CONTRACT TIME

INSTALL EROSION CONTROL. GRADING.

PAVEMENT CONSTRUCTION. AIRFIELD

LIGHTING INSTALLATION. HALF-RATE

PAVEMENT MARKING RESTORATION.

EROSION CONTROL REMOVAL.

WORK AREA ON 19 END OF RUNWAY 1-19.

RUNWAY 1-19 CLOSED. TAXIWAY D CLOSED.

TAXIWAY A CLOSED UP TO TAXIWAY D.

7 AM EST TO 8:15 PM EST

PLACE BARRICADES AND CLOSURE X’S AS SHOWN.

THE CONTRACTOR SHALL NOTIFY THE AIRPORT AT

LEAST 72 HOURS IN ADVANCE OF THE WORK SO

THAT THE AIRPORT CAN ISSUE REQUIRED

NOTAM’S. MAXIMUM EQUIPMENT HEIGHT IS 35’

AGL.

240 DAYS MON-SAT

2 FULL RATE PAVEMENT MARKING

WORK AREA ON 19 END OF RUNWAY 1-19.

RUNWAY 1-19 CLOSED. TAXIWAY D CLOSED.

TAXIWAY A CLOSED UP TO TAXIWAY D.

7 AM EST TO 8:15 PM EST

PLACE BARRICADES AND CLOSURE X'S AS

SHOWN. THE CONTRACTOR SHALL NOTIFY THE

AIRPORT AT LEAST 72 HOURS IN ADVANCE OF

THE WORK SO THAT THE AIRPORT CAN ISSUE

REQUIRED NOTAM'S. MAXIMUM EQUIPMENT

HEIGHT IS 35' AGL.

ONE DAY. (30 DAYS

AFTER PHASE 1

COMPLETION)

RUNWAY 1-19

TAXIWAY A

T A

A Y

T A

A Y

JONES MILL RD

G-101

PROJECT SAFETY

PHASING PLAN

20080302-G-100.DWG

JMM

JJM

20080302

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

ROME, GA

RUNWAY 1/19 AND

PARALLEL TAXIWAY

EXTENSION

PAVING, LIGHTING, AND

MARKING PACKAGE

ISSUED FOR BID SET

Feet 0 200 400

AutoCAD SHX Text E

AutoCAD SHX Text Co

AutoCAD SHX Text

TSA

AutoCAD SHX Text

RSA

SHEET TITLE

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

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A M

APPROVED BY:

OWNER

CMT PROJECT NO:

CRAWFORD, MURPHY & TILLY, INC. 2021A

1 2 3 4 5

GENERAL:

1. THIS CSPP HAS BEEN DEVELOPED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF

FAA ADVISORY CIRCULAR 150/5370-2G AND IS CONSIDERED AN INTEGRAL PART TO THE

CONTRACTOR'S WORK. THE FOLLOWING DRAWINGS ARE CONSIDERED PART OF THE CSPP:

· G-001 GENERAL NOTES

· G-100 PROJECT SAFETY & PHASING PLAN LAYOUT

· G-101 PROJECT SAFETY & PHASING PLAN

· G-501 PROJECT SAFETY & PHASING PLAN NOTES

· G-502 PROJECT SAFETY & PHASING PLAN DETAILS

2. THE 7460 FOR THIS PROJECT WAS SUBMITTED TO THE FAA ON MAY 4, 2018

AND APPROVED BY THE FAA ON JANUARY 16, 2020.

3. THE CONTRACTOR SHALL PREPARE AND SUBMIT FAA FORM 7460-1 DETALING CONSTRUCTION

EQUIPMENT AND PROPOSED PARKING AREAS FOR THIS EQUIPMENT (SUCH AS CRANES AND

GRADING MACHINES). THE CONTRACTOR SHOULD SUBMIT THIS FORM AT THE TIME OF THE

PRE-CONSTRUCTION CONFERENCE OR SUFFICENTLY IN ADVANCE OF THE WORK TO ALLOW FOR

FAA REVIEW AND APROVAL.

4. THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) FOR REVIEW

AND APPROVAL. FOR INFORMATION PERTAINING TO THE REQUIREMENTS OF THIS DOCUMENT,

REFER TO THE SECTION “CONTRACTOR RESPONSIBILITIES”.

5. CONTACT INFORMATION:

· AIRPORT OWNER: RUSSELL REGIONAL AIRPORT

JOHN CARROLL - AIRPORT MANAGER

706.295.7835

· ENGINEER: CRAWFORD, MURPHY & TILLY, INC.

MIKE REITER, PROJECT MANAGER

615.921.5777

· CONTRACTOR: TBD

THE AIRPORT OPERATOR WILL:

1. DEVELOP A CSPP THAT COMPLIES WITH THE SAFETY GUIDELINES OF FAA

ADVISORY CIRCULAR 150/5370-2G.

2. REQUIRE THE REVIEW AND APPROVAL OF THE SPCD PROVIDED BY THE

CONTRACTOR. THIS SPCD SHALL INDICATE HOW THE CONTRACTOR WILL COMPLY

WITH THE CSPP AND PROVIDE DETAILS THAT CANNOT BE DETERMINED BEFORE

CONTRACT AWARD.

3. CONVENE A PRECONSTRUCTION MEETING WITH THE CONSTRUCTION

CONTRACTOR, ENGINEER, AIRPORT EMPLOYEES AND TENANT REPRESENTATIVES

(IF APPROPIATE) TO REVIEW AND DISCUSS PROJECT SAFETY BEFORE BEGINNING

CONSTRUCTION ACTIVITY. THE FAA WILL BE INVITED TO ATTEND THIS MEETING.

4. ENSURE CONTACT INFORMATION IS ACCURATE FOR EACH

REPRESENTATIVE/POINT OF CONTACT IDENTIFIED IN THE CSPP.

5. HOLD WEEKLY OR, IF NECESSARY, DAILY SAFETY MEETINGS WITH ALL AFFECTED

PARTIES TO COORDINATE ACTIVITIES.

6. NOTIFY USERS, ARFF PERSONNEL, AND FAA ATO PERSONNEL OF CONSTRUCTION

AND CONDITIONS THAT MAY ADVERSELY AFFECT THE OPERATIONAL SAFETY OF

THE AIRPORT VIA NOTICES TO AIRMEN (NOTAM) AND OTHER METHODS, AS

APPROPRIATE. CONVENE A MEETING FOR REVIEW AND DISCUSSION IF

NECESSARY.

7. ENSURE CONSTRUCTION PERSONNEL KNOW OF ANY APPLICABLE AIRPORT

PROCEDURES AND OF CHANGES TO THOSE PROCEDURES THAT MAY AFFECT

THEIR WORK.

8. ENSURE CONSTRUCTION CONTRACTORS AND SUBCONTRACTORS UNDERGO

TRAINING REQUIRED BY THE CSPP AND SPCD.

9. ENSURE VEHICLE AND PEDESTRIAN OPERATIONS ADDRESSED IN THE CSPP AND

SPCD ARE COORDINATED WITH AIRPORT TENANTS, THE AIRPORT TRAFFIC

CONTROL TOWER (ATCT), AND CONSTRUCTION CONTRACTORS.

10. AT CERTIFICATED AIRPORTS, ENSURE EACH CSPP AND SPCD IS CONSISTENT

WITH PART 139.

11. CONDUCT INSPECTIONS SUFFICIENTLY FREQUENTLY TO ENSURE CONSTRUCTION

CONTRACTORS AND TENANTS COMPLY WITH THE CSPP AND SPCD AND THAT

THERE ARE NO ALTERED CONSTRUCTION ACTIVITIES THAT COULD CREATE

POTENTIAL SAFETY HAZARDS.

12. RESOLVE SAFETY DEFICIENCIES IMMEDIATELY. AT AIRPORTS SUBJECT TO 49 CFR

PART 1542, AIRPORT SECURITY, ENSURE CONSTRUCTION ACCESS COMPLIES

WITH THE SECURITY REQUIREMENTS OF THAT REGULATION.

13. NOTIFY APPROPRIATE PARTIES WHEN CONDITIONS EXIST THAT INVOKE

PROVISIONS OF THE CSPP AND SPCD (FOR EXAMPLE, IMPLEMENTATION OF

LOW-VISIBILITY OPERATIONS).

14. ENSURE PROMPT SUBMITTAL OF A NOTICE OF PROPOSED CONSTRUCTION OR

ALTERATION (FORM 7460-1) FOR CONDUCTING AN AERONAUTICAL STUDY OF

POTENTIAL OBSTRUCTIONS SUCH AS TALL EQUIPMENT (CRANES, CONCRETE

PUMPS, ETC.), STOCK PILES, AND HAUL ROUTES. A SEPARATE FORM MAY BE

FILED FOR EACH POTENTIAL OBSTRUCTION, OR ONE FORM MAY BE FILED

DESCRIBING THE ENTIRE CONSTRUCTION AREA AND MAXIMUM EQUIPMENT

HEIGHT. IN THE LATTER CASE, A SEPARATE FORM MUST BE FILED FOR ANY

OBJECT BEYOND OR HIGHER THAN THE ORIGINALLY EVALUATED AREA/HEIGHT.

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP)

AIRPORT OPERATOR'S RESPONSIBILITIES:

THE CONTRACTOR SHALL:

1. SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) TO THE AIRPORT

OPERATOR DESCRIBING HOW IT WILL COMPLY WITH THE REQUIREMENTS

OF THE CSPP AND SUPPLYING ANY DETAILS THAT COULD NOT BE

DETERMINED BEFORE CONTRACT AWARD. THE SPCD MUST INCLUDE A

CERTIFICATION STATEMENT BY THE CONTRACTOR THAT INDICATES IT

UNDERSTANDS THE OPERATIONAL SAFETY REQUIREMENTS OF THE CSPP

AND IT ASSERTS IT WILL NOT DEVIATE FROM THE APPROVED CSPP AND

SPCD UNLESS WRITTEN APPROVAL IS GRANTED BY THE AIRPORT

OPERATOR. ANY CONSTRUCTION PRACTICE PROPOSED BY THE

CONTRACTOR THAT DOES NOT CONFORM TO THE CSPP AND SPCD MAY

IMPACT THE AIRPORT'S OPERATIONAL SAFETY AND WILL REQUIRE A

REVISION TO THE CSPP AND SPCD AND RE-COORDINATION WITH THE

AIRPORT OPERATOR AND THE FAA IN ADVANCE.

2. HAVE AVAILABLE AT ALL TIMES COPIES OF THE CSPP AND SPCD FOR

REFERENCE BY THE AIRPORT OPERATOR AND ITS REPRESENTATIVES,

AND BY SUBCONTRACTORS AND CONTRACTOR EMPLOYEES.

3. ENSURE THAT CONSTRUCTION PERSONNEL ARE FAMILIAR WITH SAFETY

PROCEDURES AND REGULATIONS ON THE AIRPORT. PROVIDE A POINT OF

CONTACT WHO WILL COORDINATE AN IMMEDIATE RESPONSE TO

CORRECT ANY CONSTRUCTION-RELATED ACTIVITY THAT MAY ADVERSELY

AFFECT THE OPERATIONAL SAFETY OF THE AIRPORT. MANY PROJECTS

WILL REQUIRE 24-HOUR COVERAGE.

4. IDENTIFY IN THE SPCD THE CONTRACTOR'S ON-SITE EMPLOYEES

RESPONSIBLE FOR MONITORING COMPLIANCE WITH THE CSPP AND SPCD

DURING CONSTRUCTION. AT LEAST ONE OF THESE EMPLOYEES MUST BE

ON-SITE WHENEVER ACTIVE CONSTRUCTION IS TAKING PLACE.

5. CONDUCT INSPECTIONS SUFFICIENTLY FREQUENTLY TO ENSURE

CONSTRUCTION PERSONNEL COMPLY WITH THE CSPP AND SPCD AND

THAT THERE ARE NO ALTERED CONSTRUCTION ACTIVITIES THAT COULD

CREATE POTENTIAL SAFETY HAZARDS.

6. RESTRICT MOVEMENT OF CONSTRUCTION VEHICLES AND PERSONNEL TO

PERMITTED CONSTRUCTION AREAS BY FLAGGING, BARRICADING,

ERECTING TEMPORARY FENCING, OR PROVIDING ESCORTS, AS

APPROPRIATE AND AS SPECIFIED IN THE CSPP AND SPCD.

7. ENSURE THAT NO CONTRACTOR EMPLOYEES, EMPLOYEES OF

SUBCONTRACTORS OR SUPPLIERS, OR OTHER PERSONS ENTER ANY

PART OF THE AIR OPERATIONS AREA (AOA) FROM THE CONSTRUCTION

SITE UNLESS AUTHORIZED.

8. ENSURE PROMPT SUBMITTAL THROUGH THE AIRPORT OPERATOR OF

FORM7460-1 FOR THE PURPOSE OF CONDUCTING AN AERONAUTICAL

STUDY OF CONTRACTOR EQUIPMENT SUCH AS TALL EQUIPMENT (CRANES,

CONCRETE PUMPS, AND OTHER EQUIPMENT), STOCK PILES, AND HAUL

ROUTES WHEN DIFFERENT FROM CASES PREVIOUSLY FILED BY THE

AIRPORT OPERATOR.

THE CONTRACTOR'S SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) SHALL

INCLUDE A STATEMENT BY THE CONSTRUCTION CONTRACTOR THAT HE/SHE HAS

READ AND WILL ABIDE BY THE CSPP. IN ADDITION, THE SPCD MUST INCLUDE ALL

SUPPLEMENTAL INFORMATION THAT COULD NOT BE INCLUDED IN THE CSPP PRIOR

TO THE CONTRACT AWARD. THE CONTRACTOR STATEMENT SHOULD INCLUDE THE

NAME OF THE CONTRACTOR, THE TITLE OF THE PROJECT CSPP, THE APPROVAL

DATE OF THE CSPP, AND A REFERENCE TO ANY SUPPLEMENTAL INFORMATION

(THAT IS, “I , NAME OF CONTRACTOR , HAVE READ THE TITLE OF PROJECT CSPP,

APPROVED ON DATE , AND WILL ABIDE BY IT AS WRITTEN AND WITH THE

FOLLOWING ADDITIONS AS NOTED:”). THE SUPPLEMENTAL INFORMATION IN THE

SPCD SHOULD BE WRITTEN TO MATCH THE FORMAT OF THE CSPP INDICATING

EACH SUBJECT BY CORRESPONDING CSPP SUBJECT NUMBER AND TITLE. IF NO

SUPPLEMENTAL INFORMATION IS NECESSARY FOR ANY SPECIFIC SUBJECT, THE

STATEMENT, “NO SUPPLEMENTAL INFORMATION,” SHOULD BE WRITTEN AFTER THE

CORRESPONDING SUBJECT TITLE. THE SPCD SHOULD NOT DUPLICATE

INFORMATION IN THE CSPP:

CONTRACTOR RESPONSIBILITIES:

THE CONTRACTOR'S SAFETY PLAN COMPLIANCE DOCUMENT SHALL CONFORM TO

THE FOLLOWING FORMAT:

1. COORDINATION. DISCUSS DETAILS OF PROPOSED SAFETY MEETINGS

WITH THE AIRPORT OPERATOR AND WITH CONTRACTOR EMPLOYEES AND

SUBCONTRACTORS.

2. PHASING. DISCUSS PROPOSED CONSTRUCTION SCHEDULE ELEMENTS,

INCLUDING:

A. DURATION OF EACH PHASE.

B. DAILY START AND FINISH OF CONSTRUCTION, INCLUDING “NIGHT

ONLY” CONSTRUCTION.

C. DURATION OF CONSTRUCTION ACTIVITIES DURING NORMAL RUNWAY

OPERATIONS, CLOSED RUNWAY OPERATIONS AND MODIFIED RUNWAY

“AIRCRAFT REFERENCE CODE” USAGE.

3. AREAS AND OPERATIONS AFFECTED BY THE CONSTRUCTION ACTIVITY.

THESE AREAS ARE SHOWN ON THE CSPP.

4. PROTECTION OF NAVAIDS. DISCUSS SPECIFIC METHODS PROPOSED TO

PROTECT OPERATING NAVAIDS.

5. CONTRACTOR ACCESS. PROVIDE THE FOLLOWING:

A. DETAILS ON HOW THE CONTRACTOR WILL MAINTAIN THE INTEGRITY

OF THE AIRPORT SECURITY FENCE (GATE GUARDS, DAILY LOG OF

CONSTRUCTION PERSONNEL, AND OTHER).

B. LISTING OF INDIVIDUALS REQUIRING DRIVER TRAINING (FOR

CERTIFICATED AIRPORTS AND AS REQUESTED).

C. RADIO COMMUNICATIONS INCLUDING: TYPES OF RADIOS AND BACKUP

CAPABILITIES; WHO WILL BE MONITORING RADIOS; WHOM TO

CONTACT IF THE ATCT CANNOT REACH THE CONTRACTOR'S

DESIGNATED PERSON BY RADIO.

D. DETAILS ON HOW THE CONTRACTOR WILL ESCORT MATERIAL

DELIVERY VEHICLES.

6. WILDLIFE MANAGEMENT. DISCUSS THE FOLLOWING:

A. METHODS AND PROCEDURES TO PREVENT WILDLIFE ATTRACTION.

B. WILDLIFE REPORTING PROCEDURES.

7. FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT. DISCUSS EQUIPMENT AND

METHODS FOR CONTROL OF FOD, INCLUDING CONSTRUCTION DEBRIS

AND DUST.

8. HAZARDOUS MATERIAL (HAZMAT) MANAGEMENT. DISCUSS EQUIPMENT

AND METHODS FOR RESPONDING TO HAZARDOUS SPILLS.

9. NOTIFICATION OF CONSTRUCTION ACTIVITIES. PROVIDE THE FOLLOWING:

A. CONTRACTOR'S POINTS OF CONTACT.

B. CONTRACTOR'S EMERGENCY CONTACT.

C. LISTING OF TALL OR OTHER REQUESTED EQUIPMENT PROPOSED FOR

USE ON THE AIRPORT AND THE TIMEFRAME FOR SUBMITTING 7460-1

FORMS NOT PREVIOUSLY SUBMITTED BY THE AIRPORT OPERATOR.

D. BATCH PLANT DETAILS, INCLUDING 7460-1 SUBMITTAL.

10. INSPECTION REQUIREMENTS. DISCUSS DAILY (OR MORE FREQUENT)

INSPECTIONS AND SPECIAL INSPECTION PROCEDURES.

11. UNDERGROUND UTILITIES. DISCUSS PROPOSED METHODS OF

IDENTIFYING AND PROTECTING UNDERGROUND UTILITIES.

12. PENALTIES. PENALTIES SHOULD BE IDENTIFIED IN THE CSPP AND SHOULD

NOT REQUIRE AN ENTRY IN THE SPCD.

13. SPECIAL CONDITIONS. DISCUSS PROPOSED ACTIONS FOR EACH SPECIAL

CONDITION IDENTIFIED IN THE CSPP.

14. RUNWAY AND TAXIWAY VISUAL AIDS. INCLUDING MARKING, LIGHTING,

SIGNS, AND VISUAL NAVAIDS. DISCUSS PROPOSED VISUAL AIDS

INCLUDING THE FOLLOWING:

A. EQUIPMENT AND METHODS FOR COVERING SIGNAGE AND AIRFIELD

LIGHTS.

B. EQUIPMENT AND METHODS FOR TEMPORARY CLOSURE MARKINGS

(PAINT, FABRIC, OTHER).

C. TYPES OF TEMPORARY VISUAL GUIDANCE SLOPE INDICATORS (VGSI).

15. MARKING AND SIGNS FOR ACCESS ROUTES. DISCUSS PROPOSED

METHODS OF DEMARCATING ACCESS ROUTES FOR VEHICLE DRIVERS.

16. HAZARD MARKING AND LIGHTING. DISCUSS PROPOSED EQUIPMENT AND

METHODS FOR IDENTIFYING EXCAVATION AREAS.

17. PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS INCLUDING

OBJECT FREE AREAS, OBSTACLE FREE ZONES, AND

APPROACH/DEPARTURE SURFACES. DISCUSS PROPOSED METHODS OF

IDENTIFYING, DEMARCATING, AND PROTECTING AIRPORT SURFACES

INCLUDING:

A. EQUIPMENT AND METHODS FOR MAINTAINING TAXIWAY SAFETY AREA

STANDARDS.

B. EQUIPMENT AND METHODS FOR SEPARATION OF CONSTRUCTION

OPERATIONS FROM AIRCRAFT OPERATIONS, INCLUDING DETAILS OF

BARRICADES.

18. OTHER LIMITATIONS ON CONSTRUCTION SHOULD BE IDENTIFIED IN THE

CSPP AND SHOULD NOT REQUIRE AN ENTRY IN THE SPCD.

15. PROMPTLY NOTIFY THE FAA AIRPORTS REGIONAL OR DISTRICT OFFICE OF ANY

PROPOSED CHANGES TO THE CSPP PRIOR TO IMPLEMENTATION OF THE CHANGE.

CHANGES TO THE CSPP REQUIRE REVIEW AND APPROVAL BY THE AIRPORT

OPERATOR AND THE FAA. COORDINATE WITH APPROPRIATE LOCAL AND OTHER

FEDERAL GOVERNMENT AGENCIES, SUCH AS EPA, OSHA, TSA, AND THE STATE

ENVIRONMENTAL AGENCY.

G-501

PROJECT SAFETY

PHASING NOTES

20080302-G-100.DWG

JMM

JJM

20080302

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

ROME, GA

RUNWAY 1/19 AND

PARALLEL TAXIWAY

EXTENSION

PAVING, LIGHTING, AND

MARKING PACKAGE

ISSUED FOR BID SET

SHEET TITLE

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

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A M

APPROVED BY:

OWNER

CMT PROJECT NO:

CRAWFORD, MURPHY & TILLY, INC. 2021A

1 2 3 4 5

TRUCK SIGNAL FLAG

36"

N.T.S.

1. VEHICULAR MARKINGS: CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE MARKED

WITH CHECKERED FLAGS AND LIGHTED WITH FLASHING BEACONS TO COMPLY

WITH REQUIREMENTS OF FAA AC 150/5210-5D.

A) ALL CONSTRUCTION EQUIPMENT, SUCH AS DOZERS, BACKHOES, GRADERS,

END LOADERS, PANS, OFF-ROAD ARTICULATED DUMP TRUCKS, TRADITIONAL

DUMP TRUCKS STATIONED ON-SITE, PAVING TRAIN EQUIPMENT, MILLING

EQUIPMENT, AND SIMILAR EQUIPMENT, SHALL BE MARKED WITH AN

ORANGE/WHITE CHECKERED FLAG ATTACHED TO THE HIGHEST STATIONARY

PART OF THE PIECE OF EQUIPMENT;

B) ALL OTHER CONSTRUCTION-RELATED VEHICLES, SUCH AS

SUPERVISOR'S VEHICLES, EQUIPMENT MAINTENANCE AND SUPPORT

VEHICLES (STEP VANS, ONE-TON PICK-UPS, ETC.), DUMP TRUCKS THAT

TRANSPORT MATERIALS BETWEEN OFF-SITE AND ON-SITE LOCATIONS, AND

SIMILAR EQUIPMENT, SHALL BE LIGHTED WITH A YELLOW FLASHING BEACON

THAT IS VISIBLE DURING BOTH LOW VISIBILITY AND DAYLIGHT CONDITIONS

AND MARKED WITH PERMANENT OR MAGNETIC PLACARDS IDENTIFYING THE

COMPANY NAME ON BOTH SIDES OF THE VEHICLE.

NOTES:

2. THE FLAG SHALL BE A 3 FOOT SQUARE HAVING A CHECKERED PATTERN

OF ORANGE AND WHITE SQUARES AT LEAST 1 FOOT ON EACH SIDE.

3. NO SEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE FOR TRUCK

SIGNAL FLAGS OR FLASHING BEACONS. PAYMENT WILL BE MADE UNDER

THE UNIT PRICE FOR MOBILIZATION (SPECIFICATION SECTION GP-105).

SEE NOTE 4

EXISTING GROUND LINE

FLAG POLE 2" SCHEDULE 40

PVC PIPE OR WOOD LATHE

20" x 20" FLUORESCENT

ORANGE PLASTIC FLAG

SECURE FLAG TO POLE

FLAG LINE DETAIL

N.T.S.

1. SPACE FLAG POLES ON 50 FOOT CENTERS.

2. THE CONTRACTOR SHALL ERECT THE FLAG LINE AT THE

LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE

ENGINEER.

3. THE CONTRACTOR SHALL SECURE THE FLAG POLES SO THAT

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

4. THE FLAG POLES SHALL BE ADEQUATELY SECURED TO

WITHSTAND JETBLAST AND REMAIN ERECT AND STABLE.

5. INSPECT FLAGS DAILY. REPAIR OR REPLACE DAMAGED OR

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

WORK ACTIVITIES.

6. INCIDENTAL TO ITEM GP-105 MOBILIZATION.

NOTES:

50'

FLASHING LIGHT (ALL LIGHTS

SHALL HAVE THE ABILITY TO BE

STEADY BURNING AND FLASHING)

TRAILER MOUNTED

CLOSURE CROSS

AVIATION YELLOW

POWER SUPPLY

8'±

OMNI-DIRECTIONAL

SOLAR RED FLASHER

MIN. 6" ORANGE

REFLECTIVE STRIPES

WATER

RELEASE

VALVE

<18"

OMNI-DIRECTIONAL

SOLAR RED FLASHER

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

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

TO INDICATE TEMPORARY RUNWAY CLOSURE

2. THE CONTRACTOR SHALL PROVIDE TWO (2) MARKERS FOR USE ON THIS PROJECT

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

THE RUNWAY END. CONTRACTOR SHALL COORDINATE PLACEMENT WITH THE

AIRPORT

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

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

RECOMMENDATIONS) THE MARKERS DURING THE PROJECT

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

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

FOR MOBILIZATION (SPECIFICATION SECTION C-105)

NOTES:

NO SEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE FOR CRUSHED

STONE CONSTRUCTION EXIT. PAYMENT WILL BE MADE UNDER THE UNIT

PRICE FOR MOBILIZATION (SPECIFICATION SECTION C-105)

BARRICADE NOTES:

1. FLASHER OR STEADY BURN LIGHTS SHALL BE BATTERY OR SOLAR POWER OPERATED.

LENS SHALL BE RED AND BE ABLE TO ROTATE 90º.

2. FACING OF BARRICADE SHALL BE COVERED WITH REFLECTIVE TAPE OR PAINT.

3. PROVIDE OMNI-DIRECTIONAL LIGHTS (2 PER BARRICADE) AND 20" X 20" SAFETY FLAGS (2

PER BARRICADE).

4. BARRICADES SHALL BE OF LOW MASS, EASILY COLLAPSIBLE UPON CONTACT WITH AN

AIRCRAFT OR ANY OF ITS COMPONENTS, AND WEIGHTED TO AVOID BEING BLOWN OVER.

5. BARRICADES SHALL BE OF A COMMERCIAL DESIGN AND COMPLIANT WITH FAA AC

150/5370-2 (LATEST VERSION).

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING, REPLACING, AND DISPOSING

OF BATTERIES. OLD BATTERIES SHALL BE DISPOSED OFF AIRPORT PROPERTY.

14'

3.5

LOW-LEVEL LIGHTED BARRICADE DETAIL

N.T.S.

EXIT DIAGRAM

FLOW

(IF NEEDED)

6" MIN.

ENTRANCE ELEVATION

6" MIN.

NOTES:

1. Avoid locating on steep slopes or at curves on public roads.

2. Remove all vegetation and other unsuitable material from the foundation area, grade, and crown for positive drainage.

3. Aggregate size shall be in accordance with National Stone Association R-2 (1.5"-3.5" Stone).

4. Gravel pad shall have a minimum thickness of 6".

5. Pad width shall be equal full width at all points of vehicular egress, but no less than 20'.

6. A diversion ridge should be constructed when grade toward paved area is greater than 2%..

7. Install pipe under the entrance if needed to maintain drainage ditches.

8. When washing is required, it should be done on an area stabilized with crushed stone that drains into an approved sediment trap or sediment basin (divert all surface runoff and drainage from the entrance to a sediment control device).

9. Washracks and/or tire washers may be required depending on scale and circumstance. If necessary, washrack design may consist of any material suitable for truck traffic that remove mud and dirt.

10. Maintain area in a way that prevents tracking and/or flow of mud onto public rights-of-ways. This may require top dressing, repair and/or cleanout of any measures used to trap sediment.

LIGHTED RUNWAY CLOSURE MARKER

N.T.S.

CONSTRUCTION EXIT DETAIL

N.T.S.

G-502

PROJECT SAFETY

PHASING DETAILS

20080302-G-100.DWG

JMM

JJM

20080302

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

ROME, GA

RUNWAY 1/19 AND

PARALLEL TAXIWAY

EXTENSION

PAVING, LIGHTING, AND

MARKING PACKAGE

ISSUED FOR BID SET

TSATSATSATSATSATSA

TSA

TSATSATSATSA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

R S

A R

S A

R S

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

BENCHMARK #1

TERMINAL BUILDING

BENCHMARK #2

BENCHMARK #3

RUNWAY 1-19

U N

W A

Y 7-25

TAXIWAY A

TAXIW

AY E

Y B

BENCHMARK #4 BENCHMARK #5

BENCHMARK #6

T A

A Y

JONES MILL RD

THIS BAR IS EQUAL TO 2" AT FULL SCALE (22X34)

SHEET OF

SHEET TITLE

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

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

-0

0_ rm gr w y1 -1

9e xt ph 1\

D ra w \S he et s\

-G

-8

.d w g D at e:

T hu rs da y, N ov em be r

2, :3

A M

APPROVED BY:

OWNER

CMT PROJECT NO:

CRAWFORD, MURPHY & TILLY, INC. 2021A

1 2 3 4 5

BENCHMARK DESCRIPTION

ELEVATION

BM #1

634.42

CITY OF ROME SURVEY MONUMENT

DISC 54

N 1584628.60 E 1995977.32

BENCHMARK DESCRIPTION

ELEVATION

BM #2

631.03

CORNER OF CONCRETE SLAB

N 1585518.97 E 1995882.68

NOTE:

BENCHMARK INFORMATION PROVIDED BY HORNE ASSOCIATES LAND

SURVEYORS FROM SURVEYS CONDUCTED JANUARY 2009. CONTRACTOR IS

RESPONSIBLE FOR VERIFICATION OF EXISTING BENCHMARK DATA AND

RELOCATING AND/OR RE-ESTABLISHING MONUMENTS THAT ARE AFFECTED

BY CONSTRUCTION ACTIVITIES. NO SEPARATE MEASUREMENT OR PAYMENT

WILL BE MADE FOR RELOCATING AND/OR RE-ESTABLISHING MONUMENTS.

COST OF THIS WORK IS CONSIDERED INCIDENTAL TO THE PROJECT.

BENCHMARK DESCRIPTION

ELEVATION

BM #3

626.80

BRASS DISC IN CONCRETE

N 1585841.36 E 1996837.72

BENCHMARK DESCRIPTION

ELEVATION

BM #4

624.04

NAIL IN GRASS

N 1586353.87 E 1997292.71

BENCHMARK DESCRIPTION

ELEVATION

BM #5

622.41

NAIL IN GRASS

N 1587265.29 E 1997377.50

BENCHMARK DESCRIPTION

ELEVATION

BM #6

619.73

NAIL IN GRASS

N 1588313.63 E 1997623.76

BENCHMARK DESCRIPTION

ELEVATION

BM #7

603.97

NAIL IN GRASS

N 1589431.33 E 1997744.42

G-801

PROJECT

BENCHMARK PLAN

20080302-G-800.DWG

JMM

JJM

20080302

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

ROME, GA

RUNWAY 1/19 AND

PARALLEL TAXIWAY

EXTENSION

PAVING, LIGHTING, AND

MARKING PACKAGE

ISSUED FOR BID SET

Feet 0 200 400

TAXIWAY "C"

49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00

306+00

307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00

49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00

306+00

307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00

C B

TXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-A

TXY-A

T X

Y -A

T X

Y -A

T X

Y -A

Y-

TXY-A

TXY-A TXY-A TXY-A TXY-A TXY-A TXY-A TXY-A TXY-A TXY-A TXY-A TXY-A

1-19

1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19

1-19

1-19 1-19

1-19

1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19

1-19 1-19

T X

Y -A

Y-A

T X

Y -A

Y-A PAPI 01

PAPI 01

PAPI 01 PAPI 01 PAPI 01

PAPI 01

50+00 55+00 60+00

310+00 315+00

THIS BAR IS EQUAL TO 2" AT FULL SCALE (22X34)

SHEET OF

SHEET TITLE

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

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

-0

0_ rm gr w y1 -1

9e xt ph 1\

D ra w \S he et s\

-C

D -1

.d w g

D at e:

T hu rs da y, N ov em be r 2, :3 6:

APPROVED BY:

OWNER

CMT PROJECT NO:

CRAWFORD, MURPHY & TILLY, INC. 2021A

1 2 3 4 5

REMOVE EXISTING THRESHOLD MARKINGS

1. EXISTING LIGHTS, GUIDANCE SIGNS, AND AIRFIELD CIRCUITS, ARE TO

BE PROTECTED FROM DAMAGE. CONTRACTOR IS TO REPAIR ALL

DAMAGED EQUIPMENT AND CIRCUITS AT HIS EXPENSE.

2. CONTRACTOR SHALL FIELD INVESTIGATE AND VERIFY EXISTING

CIRCUIT ROUTING. INSTALL JUMPERS BETWEEN EXISTING LIGHTS TO

KEEP EXISTING CIRCUITS OPERATIONAL FOR EACH CONSTRUCTION

PHASE AS LISTED ON PHASING SHEETS. THE COST OF ALL TEMPORARY

CONNECTIONS SHALL BE INCIDENTAL TO THE CONTRACT.

3. REMOVE EXISTING BLANK PANELS AND INSTALL (OWNER FURNISHED)

PANELS FOR ALL EXISTING RUNWAY DISTANCE REMAINING SIGNS.

NOTES :

M A

T C

LIN

E S

E E

S H

E E

T C

D -102

RUNWAY 1-19

TAXIWAY A

LEGEND

EXISTING STORM PIPESD

MARKING REMOVAL

0-2" PAVEMENT MILLING

EXISTING DUCT BANK

EXISTING TAXIWAY SIGN

EXISTING PAVEMENT

PROPOSED PAVEMENT

REMOVE EXISTING LIGHT AND SIGN

EXISTING SPLICE CAN

RUNWAY CIRCUIT 1-19

EXISTING TAXIWAY EDGE LIGHT

EXISTING RUNWAY EDGE LIGHT

EXISTING CATCH BASINCB

TAXIWAY CIRCUIT A

1-19

TXY-A

EXISTING CULVERT

(SEE NOTE 3)

CD-101

EXISTING

CONDITIONS AND

REMOVALS - 1

20080302-CD-100.DWG

JBH

JMM

20080302

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

ROME, GA

RUNWAY 1/19 AND

PARALLEL TAXIWAY

EXTENSION

PAVING, LIGHTING, AND

MARKING PACKAGE

ISSUED FOR BID SET

Feet 0 50 100

AutoCAD SHX Text E

62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00

315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00

62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00

315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00

TXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-A

T X

Y -A

T X

Y -A

T X

Y -A

T X

Y -A

TXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-ATXY-A

T X

Y -A

TXY-A TXY-A TXY-A

TXY-A

T X

Y -A

T X

Y -A

T X

Y -A

T X

Y -A

1-19 1-19

1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-191-19 1-19

1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19 1-19

1-19

T X

Y -A

T X

Y -A

PAPI 01 PAPI 01 PAPI 01

PAPI 01

PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01

65+00 70+00 75+00

315+00 320+00 325+00

THIS BAR IS EQUAL TO 2" AT FULL SCALE (22X34)

SHEET OF

SHEET TITLE

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

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

-0

0_ rm gr w y1 -1

9e xt ph 1\

D ra w \S he et s\

-C

D -1

.d w g

D at e:

T hu rs da y, N ov em be r 2, :3 6:

APPROVED BY:

OWNER

CMT PROJECT NO:

CRAWFORD, MURPHY & TILLY, INC. 2021A

1 2 3 4 5

NOTES :

M A

T C

H L

S E

E S

H E

E T

C D

-1

M A

T C

LIN

E S

E E

S H

E E

T C

D -103

RUNWAY 1-19

T A

A Y

TAXIWAY A

1. EXISTING LIGHTS, GUIDANCE SIGNS, AND AIRFIELD CIRCUITS, ARE TO

BE PROTECTED FROM DAMAGE. CONTRACTOR IS TO REPAIR ALL

DAMAGED EQUIPMENT AND CIRCUITS AT HIS EXPENSE.

2. CONTRACTOR SHALL FIELD INVESTIGATE AND VERIFY EXISTING

CIRCUIT ROUTING. INSTALL JUMPERS BETWEEN EXISTING LIGHTS TO

KEEP EXISTING CIRCUITS OPERATIONAL FOR EACH CONSTRUCTION

PHASE AS LISTED ON PHASING SHEETS. THE COST OF ALL TEMPORARY

CONNECTIONS SHALL BE INCIDENTAL TO THE CONTRACT.

3. REMOVE EXISTING BLANK PANELS AND INSTALL (OWNER FURNISHED)

PANELS FOR ALL EXISTING RUNWAY DISTANCE REMAINING SIGNS.

LEGEND

EXISTING STORM PIPESD

MARKING REMOVAL

0-2" PAVEMENT MILLING

EXISTING DUCT BANK

EXISTING TAXIWAY SIGN

EXISTING PAVEMENT

PROPOSED PAVEMENT

REMOVE EXISTING LIGHT AND SIGN

EXISTING SPLICE CAN

RUNWAY CIRCUIT 1-19

EXISTING TAXIWAY EDGE LIGHT

EXISTING RUNWAY EDGE LIGHT

EXISTING CATCH BASINCB

TAXIWAY CIRCUIT A

1-19

TXY-A

EXISTING CULVERT

(SEE NOTE 3)

CD-102

EXISTING

CONDITIONS AND

REMOVALS - 2

20080302-CD-100.DWG

JBH

JMM

20080302

JMM

MJR

RICHARD B. RUSSELL

REGIONAL AIRPORT

ROME, GA

RUNWAY 1/19 AND

PARALLEL TAXIWAY

EXTENSION

PAVING, LIGHTING, AND

MARKING PACKAGE

ISSUED FOR BID SET

Feet 0 50 100

AutoCAD SHX Text E

75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00

332+00 333+00

334+00 335+00 336+00 337+00 338+00 339+00 340+00 341+00

75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00

332+00 333+00

334+00 335+00 336+00 337+00 338+00 339+00 340+00 341+00B

C B

SD SD SD

TXY-ATXY-ATXY-ATXY-A

-A

TXY-A TXY-A

TXY-A

-A

TXY-A

-A

TXY-A TXY-A TXY-A TXY-A TXY-A TXY-A TXY-A TXY-A TXY-A

1-19

1-19 1-19 1-19 1-19 1-19

1-19

1-19 1-19

1-19 1-19 1-19

1-19

1-19 1-19 1-19 1-19 1-19 1-19

-A

PAPI 01 PAPI 01 PAPI 01

PAPI 01

PAPI 01 PAPI 01

PAPI 01

PAPI 01 PAPI 01 PAPI 01 PAPI 01 PAPI 01

PAPI 19PAPI 19PAPI 19PAPI 19PAPI 19PAPI 19PAPI 19

PAPI 19

PAPI 19 PAPI 19 PAPI 19 PAPI 19 PAPI 19

E E

75+00 80+00 85+00

21.4

20.0

29.8

60.0 57.0 10.4

335+00

340+00

THIS BAR IS EQUAL TO 2" AT FULL SCALE (22X34)

SHEET OF

SHEET TITLE

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DESCRIPTIONDATEMARK

CONSULTANTS

P at h:

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

-0

0_ rm gr w y1 -1

9e xt ph 1\

D ra w \S he et s\

-C

D -1

.d w g

D at e:

T hu rs da y, N ov em be r 2, :3 6:

APPROVED BY:

OWNER

CMT PROJECT NO:

CRAWFORD, MURPHY & TILLY, INC. 2021A

1 2 3 4 5

NOTES :

M A

T C

H L

S E

E S

H E

E T

C D

-1

M A

T C

LIN

E S

E E

S H

E E

T C

D -104

RUNWAY 1-19

R U

N W

A Y

7-25

Y B

TAXIWAY A

LEGEND

EXISTING STORM PIPESD

MARKING REMOVAL

0-2" PAVEMENT MILLING

EXISTING DUCT BANK

EXISTING TAXIWAY SIGN

EXISTING PAVEMENT

PROPOSED PAVEMENT

REMOVE EXISTING LIGHT AND…

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