Attachment 03a-Drawings ORL.pdf

DTFASA-17-R-00047 Attachment 3a

Linda Hennequant Stamp for Specs

A1

3" TYP

M

IN

M

IN

M

IN

C

A

B

PLAN VIEW 1

ELEVATION "C"

STEEL CONDUIT

2" GALV RIGID

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

+/-1/4"

8 1/2"

S001

S001

S001

S001

S002

1" MAX

P O W E R

E E S

G N D

L C

V S A L S

S I E

V S A L S

S I E

G N D

C L C L

6"

1’-6"

(REF)

R

E F

R

E F

(TYP ALL SIDES)

1/2" CHAMFER

C

B

S001 S001 S001

GRADE

FINISH

3" MIN

1" MAX

M

IN

M

IN

A-A

FINISH GRADE

3/4" PVC CND

GRADE

FINISH

ALL (4) FOUR FACES

VERTICAL REINFORCEMENT

#4 @ 12" OC

M

IN

S002

A-A

S002

S001

"A-A"/S002

SEE DETAIL

COUPLING

DISC. SW. EQ ENCLOSURE

1-3/4" PVC CONDUIT FOR

CONDUIT

3/4" PVC

FOR LPC END

3/4" RGSC

(TYP)

3" CLEARANCE

3" (TYP)

8’-6"

30"30"

GRADE

3" TYP

E E S

G N D

TYP.

3" (MIN)

TOP OF FOUNDATION

(REF)

2" PVC (TYP. FOR 2)

COUNTERPOISE CONN. IN

LPC BOX GND IN 3/4" PVC, SHOWN (REF)

LPC GND IN 3/4" RGSC, BEYOND (REF)

S002

B-B

A1

A2

A3

(1 REQ’D)

(2 REQ’D)

(4 REQ’D)

4 1/2"

+/-1/16"

6 5/8" +/-1/16"

6 5/8"

+/-1/16"

1 1/8"

1’-6"

NOT TO SCALE

4 1/2"

POLE

VS (LIR)

ANCHOR BOLT AND PLATE LAYOUT

S001 S002

BRASS PLATE

A2 A3

+/-1/16"

7 3/4"

+/-1/16"

7 3/4"

N

5’-6"

3/4" PVC FOR LPC BOX GND

SEE C002.

ELEVATION.

CONCRETE

TOP OF

NOTE

2" RGSC POWER

T V S S

G N D

V S A L S

G N D

LEG SPACING LEG SPACING

1’-6"

’RVR’ EQ. ENCLOSURE GNDS

TVSS VS/ALS SIE AND PANEL

3/4" PVC CONDUIT FOR

L E

G

S P

A C

IN

G L

S P

A C

IN

G

4 3/4"

5 1/4"

6 1/4"

5 1/4"

1" PVC

PC-BASED RVR SYSTEM TOUCHDOWN

S001

SEE DRAWING S002

TYP 3 PLCS

EQUIPMENT STAND LEG

CONDUIT WITH 24"R ELBOW

RIGID STEEL CONTINUOUS

2" GALVANIZED

VS ALS SIE GROUND

1-3/4" PVC CONDUIT FOR

SECTION "A"

SECTION "B"

EACH VERT. FACE

#4 AT 12" OC

EACH FACE

AT EQ. SPA.

3 #4 HORIZONTAL

EACH FACE

AT EQ. SPA.

3 #4 HORIZONTAL

EACH FACE

AT EQ. SPA.

3 #4 HORIZONTAL

EACH VERT FACE

#4 AT 12" OC

AND BOTTOM

EQ. SPA. TOP

12 #5 REBAR

AND BOTTOM

EQ. SPA. TOP

8 #5 REBAR

(POWER)

2" RGSC

DWG S002

SEE NOTE 6

VS/ALS SIE

2"DIA RGSC

(CONTROL)

2" RGSC

(BEYOND) (REF)

2" RGSC

1" MAX

1" MAX

SEE SECTION "A"

EXITING THIS FACE

FOR CONDUIT

C O N T R O L

TYP

3"

2" RGSC CONTROL

ALS, VS AND SIE FOUNDATION DETAILS 1 OF 2

(BEYOND) (REF)

2" RGSC

(TYP. 2 LOCATIONS)

2" PVC FOR COUNTERPOISE CONN.

THIS DRAWING.

DRAWING ORL-D-RVR07-S002 ARE ALSO A PART OF

1. DETAILS "A-A", "B-B", A1, A2 AND A3 ON

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

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ISSUED BY

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DATE

APPROVED

AJW-E14C EASTERN SERVICE AREA

10/20/2015 600235

ORL-D-RVR07-

NAME:

SIGNATURE:

STRUCTURAL

DATE:

DISCIPLINE:

Tel. No. (678) 808-8800 Fax. (678) 808-8400

Suite 900 Atlanta, Georgia 30328

400 Northpark Town Center, 1000 Abernathy Road, N.E.

RANDY W. PRESNELL, P.E.

PROJECT ENGINEER MGR: ENGINEER - CENTER A

NAVAIDS

ENGINEERING SERVICES

FL

RVR

RUNWAY 07

PC-BASED RVR SYSTEM TOUCHDOWN

66213FLORIDA REG. #

ORLANDO ORLANDO EXECUTIVE AIRPORT

N

T Y

P

ANCHOR BOLT

ANCHOR BOLT

NOT TO SCALE

NOT TO SCALE

4" MIN

A2

A1

4" MIN

NUT AND WASHER

8/26/97

ANCHORS

W/2 STUD

BRASS PLATE

3"x 6"x 1/4"

AND WASHER

LEVELING NUT

CONC FDN

TOP OF REINF

T

H R

D

U

C

P

R O J

THE TILTING DEVICE

RESTRAINT ON

(TO PROVIDE

NUT AND WASHER

S002 S001

B-B FDN MARKER DETAIL

NOT TO SCALE

8 UNC)

(1 3/4" THRD,

2" PROJ

CONC FDN

TOP OF REINF

(MAT’L ASTM-A-325)

J- BOLT

3/4" DIA

(MAT’L ASTM-A-325)

J- BOLT

3/4" DIA

GENERAL NOTES STRUCTURAL

L

1" 1"

3"

1/2"

ANCHOR PLATE

NOT TO SCALE

7/8" DIA HOLE

A3

CONCRETE FDN

TOP OF REINF

(MAT’L ASTM-A-36)

P 2"x 1/2"x 15"

1 3/8"

7/8"

2 PLACES

TACK WELD

TOP OF FOUNDATION

A-A

S002 S001NOT TO SCALE

POWER AND CONTROL/COMM

TOP OF FOUNDATION

1/2" MAX

RGSC

COUPLING

XXX’ FDN ELEV

XXX’ RWY ELEV

NOT TO SCALE

EQUIPMENT STAND LEG DETAIL1

S002

COUPLING DETAIL

S002

C. SEE DRAWING C002 FOR TOP OF FOUNDATION ELEVATIONS.

1 FEET 6 INCHES.

B. TOP OF LIR POLE TO CENTERLINE OF TRANSMITTER/RECEIVER IS APPROX.

ABOVE ELEVATION OF RUNWAY CENTERLINE PERPENDICULAR TO STRUCTURE.

A. HEIGHT FROM CENTERLINE OF TRANSMITTER/RECEIVER IS 14 FEET, +/- 4’

10. BASIC REQUIREMENTS FOR TOUCHDOWN, VS INSTALLATIONS ARE AS FOLLOWS:

TO VS STRUCTURE.

C. ELEVATION (IN FEET AMSL) OF RUNWAY CENTERLINE PERPENDICULAR

B. ELEVATION (IN FEET AMSL) OF VS STRUCTURE FOUNDATION.

A. ARROW POINTING TOWARD TRUE NORTH.

THE FOLLOWING INFORMATION STAMPED INTO IT. (SEE DETAIL "B-B")

9. INSTALL BRASS PLATE ON SURFACE OF EACH RVR FOUNDATION WITH

OF ANCHOR BOLTS, INSERTS AND CONDUITS.

8. CONCRETE REINFORCEMENT MAY BE SHIFTED TO ALLOW FOR PLACEMENT

7. TOTAL UNDERGROUND VS CABLE RUN SHALL NOT EXCEED 6’-6".

2 1/2" HOLE IN THE PLATE ASSEMBLY.

6. 2" RIGID CONDUIT MUST BE LOCATED AS SHOWN TO LINE UP WITH THE

MINIMUM OF 3" BEYOND CONCRETE FOUNDATION.

ABOVE CONCRETE SURFACE. EXTEND UNDERGROUND END OF CONDUIT A

5. TOP OF 3/4" PVC CONDUIT SHOULD NOT EXTEND MORE THAN ONE INCH

RWY SAFETY AREA, WORK MUST COMPLY WITH FAA AC 150/5300-13.

ACCORDANCE WITH AASHTO-T99. IF FILL MATERIAL IS REQUIRED WITHIN

TO 95% OF MAXIMUM DENSITY AND OF OPTIMUM MOISTURE CONTENT IN

EXCEED 6 INCHES AND EACH LAYER SHALL BE THOROUGHLY COMPACTED

POLE HEIGHT REQUIREMENTS. FILL SHALL BE PLACED IN LAYERS NOT TO

4 FOUNDATION AREA MAY REQUIRE CUT OR FILL OPERATIONS TO MEET RVR

GALVANIZED.

3. ALL PLATES, ANCHOR BOLTS, NUTS AND WASHERS SHALL BE HOT DIPPED

2. FOUNDATIONS SHALL BE FORMED TO FULL DEPTH BELOW FINISH GRADE.

ALL CONCRETE SHALL BE PLACED ON UNDISTURBED SOIL.

INVESTIGATION SHALL BE CONDUCTED AT SITE PRIOR TO CONSTRUCTION.

1. SOIL SHALL HAVE A MINIMUM BEARING CAPACITY OF 3000 PSF. SOIL

ALS, VS AND SIE FOUNDATION DETAILS 2 OF 2

HEIGHT (2’ MAX)

ONE THIRD OF RACK

EMBED INTO FOUNDATION

GALVANIZED STEEL PIPE.

2" RIGID

RGSC CONDUIT

SCHEDULE 40

22. INSTALL METALLIC INSULATED BUSHINGS ON GRSC IF CABLE RUN IS D.E.B..

21. EXTEND ALL METALLIC CONDUIT 5 FEET BEYOND COUNTERPOISE FOR D.E.B. CABLE.

COMPOUND FOR METAL PROTECTION.

20. COAT FLOOR FLANGE SURFACE RESTING ON CONCRETE WITH AN ASPHALTIC

SUPPORTS HAVE BEEN ACCURATELY LOCATED.

19. INSTALL ANCHOR BOLTS WHEN SIE BOX

STEEL.

18. ALL CHANNELS, CLAMPS AND MOUNTING HARDWARE SHALL BE STAINLESS

GROUNDED IN ACCORDANCE WITH FAA-STD-019E.

17. ALL METAL PARTS, CONDUITS, EQUIPMENT AND JUNCTION BOXES SHALL BE

PROVIDED BY OTHERS.

16. ALL RVR MATERIALS AND EQUIPMENTS INDICATED "BY OTHERS" WILL BE

NOTED.

15. ALL PVC FOR EXTERNAL USES SHALL BE UV RESISTANT UNLESS OTHERWISE

DIRECTION. OTHER APPROVED CONTROL DEVICES MAY BE USED.

CENTERLINE. PHOTOELECTRIC CONTROL SWITCH MUST FACE IN A NORTHERLY

14. ORIENT DUAL LIGHT AXIS OF OBSTRUCTION LIGHTS PERPENDICULAR TO RUNWAY

TRUE EAST DIRECTION. ALS SIE MUST FACE TRUE NORTH.

13. ORIENT MG-20 MOUNTING STAND TILT AXIS TO LOWER RVR POLE IN A

12. SEE DRAWING C002 FOR LOCATION AND ORIENTATION RESTRICTIONS.

AND A 1 FOOT MINIMUM CABLE SLACK.

HEIGHT OF VS AND SIE BOX ABOVE GRADE, VERTICAL CABLE RUN BELOW GRADE

11. DISTANCE FROM CENTER OF LIR POLE TO SIE BOX LEG IS DETERMINED BY

BAR X 6"

#8 STEEL

FOR #8 BAR

1" DIA HOLE

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

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APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

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DRAWING NO

DESIGNED

REVIEWED BY

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ORL-D-RVR07-

NAME:

SIGNATURE:

STRUCTURAL

DATE:

DISCIPLINE:

Tel. No. (678) 808-8800 Fax. (678) 808-8400

Suite 900 Atlanta, Georgia 30328

400 Northpark Town Center, 1000 Abernathy Road, N.E.

RANDY W. PRESNELL, P.E.

PROJECT ENGINEER MGR: ENGINEER - CENTER A

NAVAIDS

ENGINEERING SERVICES

FL

RVR

RUNWAY 07

PC-BASED RVR SYSTEM TOUCHDOWN

66213FLORIDA REG. #

S003

ELEVATION VIEW

POLE CAP

VISIBILITY SENSOR

ARM

BAND STRAP

STAINLESS

TRANSMITTER

NOT TO SCALES003

VAISALA PC-BASED RVR VISIBILITY

LINE UP PIN WITH SLOT.

M6X16 SS SOCKET

HEAD CAP SCREWS

LIR POLE

ALIGNMENT PIN

RECEIVER

SEE NOTE

SENSORS TO POLE MOUNTING

CONTRACTOR PROVIDED

NORTH OR TO WITHIN PLUS/MINUS 10 DEGREES OF TRUE NORTH.

DIRECTION. ROTATE VISIBILITY SENSOR ASSEMBLY TO TRUE

VISIBILITY SENSOR RECEIVER MUST FACE IN A NORTHERLY

NOTE:

S003

(LOOKING EAST) NOT TO SCALE

R V

R

O

U N

T I

H

I G

H T

(H

H

MAINTENANCE STAND

IN TILTED-DOWN

POSITION

SIE BOX

WINCH MOUNT

CONCRETE

FOUNDATION

SEE DETAIL 2

UNIT

VS

RVR

CL

20"

(2 PLACES)

TOP OF PIPE TO

BE SET LEVEL

GRADE

M I N

M A

X

POLE IN LOWERED

POSITION

FRONT ELEVATION SIDE ELEVATION

36" 9"

3" SCHEDULE 80, PVC PIPE

(2 PLACES)

18"

3"

8" X 12" X 36" CONCRETE PAD (2 PLACES)

3" SCHEDULE 80, PVC "TEES"

3" SCHEDULE 80, 90° PVC ELBOW

(4) #3’s

(4) #3 TIES @ EQ. SPA.

FORK ASSEMBLY

VS TRANSMITTER

LIR POLE AND SIE BOX SUPPORT

L

POLE MAINTENANCE AREA DETAIL

SCALE: NONE

POLE MAINTENANCE STAND DETAIL

SCALE: NONE

S003 S003

LIR POLE MISC. DETAILS

NOTES

ELEVATION

CENTERLINE

RUNWAY GRADE

FINISH

(GFM) (6 1/4" OD),

VS (LIR) POLE

SIE BOX

SEE DWG S001

FOR FOUNDATION

POLE

C VS (LIR)

MG-20 LIR POLE

CIVIL DRAWING C002

CRUSHED STONE SEE

FINISHED GRADE

CRUSHED ROCK

TRUE EAST

(FACING TRUE NORTH ONLY)

VS RECEIVER

S

O

T E

FROM SUPPLIER OF POLE AS REQUIRED.

RVR POLES AT DESIGNATED SITES. TILT DEVICE IS TO BE PROCURED

4. ONE WINCH MOUNTED TILT DEVICE SHALL BE PROVIDED TO SERVICE ALL

3. ONE MAINTENANCE STAND SHALL BE PROVIDED FOR EACH POLE.

PREVENT DAMAGE TO THE LOW IMPACT RESISTANT FIBERGLASS POLE.

2. CARE SHALL BE EXERCISED WHILE SERVICING THE LOWERED POLE TO

HEIGHT OF TRANSMITTER/RECEIVER. SEE NOTE 10, S002.

PERPENDICULAR TO THE RUNWAY CENTERLINE. THEN DETERMINE

AND RUNWAY CENTERLINE AT A POINT AT WHICH THE RVR IS

1. CONTRACTOR SHALL SURVEY TOP HEIGHT OF RVR FOUNDATION

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

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ORL-D-RVR07-

NAME:

SIGNATURE:

STRUCTURAL

DATE:

DISCIPLINE:

Tel. No. (678) 808-8800 Fax. (678) 808-8400

Suite 900 Atlanta, Georgia 30328

400 Northpark Town Center, 1000 Abernathy Road, N.E.

RANDY W. PRESNELL, P.E.

PROJECT ENGINEER MGR: ENGINEER - CENTER A

NAVAIDS

ENGINEERING SERVICES

FL

RVR

RUNWAY 07

PC-BASED RVR SYSTEM TOUCHDOWN

66213FLORIDA REG. #

MATERIAL:

CAUTION: 3.

INFO:

CAUTION: 2.

CAUTION: 1.

LIR POLE: FILAMENT WOUND GLASS REINFORCED PLASTIC.

6 IN. I.D. (LIR) POLES: HANDLE WITH CARE.

TEL: (814) 868-3611

FUSOR 304 - MANUFACTURED BY: LORD CORPORATION, ERIE, PENNSYLVANIA

REDUCE CURE TIME. FOLLOW MANUFACTURER’S RECOMMENDATIONS.

TEMPERATURE AND CURE TIME. INCREASE TEMPERATURE CAN

BOND STRENGTH IS SENSITIVE TO SURFACE PREPARATION

BONDING INVOLVES USE OF CHEMICALS. FOLLOW MANUFACTURER’S PRECAUTIONS.

STAND PLATE

LIR POLE

SEE FIGURE NO 4

LIFTING BAR

ANCHOR BOLTS

STAND PLATE

PIVOT ROD

ANCHOR BOLT

0.035"

0.050"

3/32" DIA

6"

6"

FIGURE 4

(FOR INSTALLATION OF TUBE CAP)

FIGURE 3

SECTION A-A

6061-T6 ALUMINUM TUBING

3 1/2"

7"

5"

2" 2"

6061-T6 ALUMINUM PLATE

1" THICK

5" 3B

3A

LIR POLE

FIGURE 1

FIGURE 2

ANODIZED ALUMINUM (6061-T6)

(GFM)

ROUGHEN ID

ROUGHEN OD

20’-0"+/-1/8"

10"+/-1/8"

5.980" +.000"

-.010"

A-A

NOT TO SCALE

A-A

1/4"

3B 3A

TO FIT TUBE CAP

(IF NECESSARY)

SAND INSIDE SURFACE

IMPORTANT)

TO MOUNTING STAND NOT

(ORIENTATION OF SLOTS

CUT (4) SLOTS-90°APART

(4 PLACES)

ADH (OR EQUAL)

RTV11B SILICONE

FILL HOLE WITH

FOR WIRING)

(FOR 1/2" FLEX CONDUIT FITTING

CENTERLINE OF TAPPED HOLES

(2) BOLTS

5/8"-11

FRAME

MOUNTING

+/-1/32"

1/16"

(2) HOLES

23/32" TAP

1/2"-14 NPT

(4) HOLES

11/16" DIA

S004

NOTES

ASSEMBLY INSTRUCTIONS

S004

S004

MG-20 POLE AND STAND

.000"

6" ID+/- .005"

AND BASE.

3. RAISE MG-20 LIR POLE TO VERTICAL POSITION. LEVEL AND PLUMB LIR POLE

FASTEN WITH HEX NUTS. NOTE POSITION OF TAPPED HOLES IN STAND PLATE.

STAND PLATE (BOTTOM OF POLE) OVER (4) 5/8" STUDS IN MTG. STAND AND

STAND ASSEMBLY AND PIVOT INNER SECTION UP TO VERTICAL POSITION. PLACE

LEVEL. FASTEN WITH (4) 3/4" NUTS. REMOVE (2) 5/8" BOLTS AT REAR OF MTG.

ASSEMBLY SHOWN IN FIG. 3, SET MOUNTING STAND ON ANCHOR BOLTS, SHIM TO

(SEE FIG. 1). ELECTRICAL WORK NOT SHOWN HERE. USING MOUNTING STAND

IMPORTANT - ALL LIR POLES ARE TO BE ASSEMBLED IN HORIZONTAL POSITION

2. ASSEMBLY INSTRUCTIONS:

CURE 48 HOURS AT ROOM TEMPERATURE ABOVE 65 DEGREES (F).

SLOWLY SLIDE TUBE ONTO STAND PLATE WHILE ROTATING IT TO EXCLUDE AIR.

ON BOTH THE SURFACES TO BE BONDED.

FOR EACH JOINT TO BE BONDED, SPREAD A LIGHT COAT OF MIXED ADHESIVE

RESIN AND 304-2 HARDENER, STIR THOROUGHLY BUT AVOID AIR INCLUSION.

(TRICHLOROETHYLENE OR ACETONE). MIX EQUAL PARTS OF FUSOR 304-1 EPOXY

USING EMERY CLOTH, CLEAN ROUGHEN SURFACES THOROUGHLY WITH A SOLVENT

FOR BONDING - ROUGHEN SURFACES TO BE BONDED, AS SHOWN IN FIG. 1.

SHALL BE AT RIGHT ANGLE TO POLE AXIS. DEBUR SAW CUT EDGES WITH A FILE.

A TABLE SAW WITH A DIAMOND OR CARBIDE ABRASIVE BLADE. ALL SAW CUTS

FOR CUTTING (SEE FIG. 1 AND 2) - CUT POLE LENGTH AS REQUIRED, USING

1. CUTTING OR BONDING INSTRUCTIONS:

(CONTRACTOR PROVIDED)

(CONTRACTOR PROVIDED)(CONTRACTOR PROVIDED)

(CONTRACTOR PROVIDED)

(CONTRACTOR PROVIDED)

(CONTRACTOR PROVIDED)

N O T E

(S

EE

AS

S

EM

B

LY

IN

S T R

U C T

IO

N S

(P O

LE)

C U T -L

EN

G T

H L

STAND PLATE DETAIL

S004 NOT TO SCALE

FIELD CUT SLOTS AND HOLES DETAIL

(11) 5/8" BOLTS

AND STORE)

USE, DISCONNECT LIFTING BAR

DEVICE WITH LIFTING BAR AFTER

12 FT MAY REQUIRE USE OF TILT

LOWERED BY HAND. (POLE ABOVE

MG-20 POLE MAY BE RAISED AND

NOTE:

MG-20 MOUNTING STAND DETAIL

20 FT POLE DETAIL

(SEE NOTE 5)

3 1/2" DIA HOLE

6. GOVERNMENT FURNISHED MG-20 MOUNTING STAND COMES PRE-ASSEMBLED.

DEBUR AND SMOOTH EDGES.

5. DRILL A 3 1/2" DIAMETER HOLE IN CENTER OF STAND PLATE.

UNLESS OTHERWISE NOTED.

4. CONTRACTOR SHALL PROVIDE BONDING GLUE SPECIFIED BY POLE MANUFACTURER

BOOK (TI-6850.77).

3. LIR STRUCTURE SHALL BE MAINTAINED PER MANUFACTURER’S INSTRUCTION

2. BASE OF LIR STRUCTURE SHALL BE GROUNDED ELECTRICALLY IN FIELD.

CURED IN A SUITABLE WORK AREA ACCORDING TO THE ABOVE INSTRUCTIONS.

1. LIR STRUCTURE SHALL BE ACCURATELY CUT, BONDED, AND PROPERLY

LIR POLE ASSEMBLY AND MOUNTING STAND DETAILS

S004

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

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C

B

A

H

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8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

F

IL

E

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A T

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T

IM

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A M

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ORL-D-RVR07-

NAME:

SIGNATURE:

STRUCTURAL

DATE:

DISCIPLINE:

Tel. No. (678) 808-8800 Fax. (678) 808-8400

Suite 900 Atlanta, Georgia 30328

400 Northpark Town Center, 1000 Abernathy Road, N.E.

RANDY W. PRESNELL, P.E.

PROJECT ENGINEER MGR: ENGINEER - CENTER A

NAVAIDS

ENGINEERING SERVICES

FL

RVR

RUNWAY 07

PC-BASED RVR SYSTEM TOUCHDOWN

66213FLORIDA REG. #