Construction Drawings for the RDU MALSR 23L - Raleigh NC Runway 23L.pdf

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REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

REDLINE

APVD

IS

U

NC

LW

BP 10/07/2019 1704175

RDU-1704175-C001

N

T

IO

ENGINEERING SERVICES

INFRASTRUCTURE

MALSR

RUNWAY 23L

RALEIGH-DURHAM INTL AIRPORT

PROJECT ENGINEER MGR: ENGINEERING - CENTER A

-c

THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

PLAN, ELEVATIONS AND DETAILS

RALEIGH

SCALE: 3/8" = 1'-0"

REAR ELEVATION

ANCHOR BOLT DETAIL

SCALE: 1 1/2" = DETAIL

SCALE: 1 1/2" = DETAIL

LEFT ELEVATION

NOT TO SCALE

FRONT ELEVATION

RIGHT ELEVATION

6 X 1 1/2" HOLD DOWN PLATE

SCALE: 3" = 1'-0"

FINISHED FLOOR

GRADE

CEILING

FINISHED

(2) 2x6 #2 SYP HEADERS

AND FRAME

ALUMINUM DOOR AT 12" OC

2" ROOF JOIST

2x4 STUDS

2x4 STUD

WHITE STRIPES)

PLYWOOD (ORANGE &

FIBERGLASS COATING OVER

LAYOUT

PLYWOOD

FOUNDATION

TOP OF

16'-0"

FLOOR

FINISHED

SCALE: 1 1/2" = 1'-0"

3"6"9"1' 0 1'

SCALE: 3" = 1'-0"

9"6"3"3" 0

4' 6'2'02'

6"

1"

OR APPROVED EQUAL

"ULTRA BOND 1 " EPOXY

ANCHOR BOLT USING

3/4" ALL THREAD

ACCEPTABLE TO EPOXY

ANCHOR BOLT

3/4" GALVANIZED

4"

ANCHOR BOLT

3/4" GALVANIZED

REINSTALLATION

TO SKIDS AFTER SHELTER

WELD TIE-DOWN PLATES

1/2" PLATE

GRADE BEAM

CONCRETE

14'-0"1'-0"

4'-8"4'-8"4'-8"

/1

8' X16' SUGGESTED PIER LAYOUT

(TYP. 12)

SCALE: 1/2" =1'-0"

PIER DETAIL

@ 3" O.C.

(3) #3 HOOPS

VERTICAL

(4) #7

@12" O.C.

#3 HOOPS

12" HOOP

#7 VERTICAL &

L

W

TIE-DOWN DETAIL

DOOR STOOP

NOTES

HVAC UNIT

1 TON

BEAM

S6x 12.5

TOP OF CONCRETE

PLATE

2x4 BOTTOM

1 1/2"DIA WASHERS

12" OC WITH

STEEL BOLTS AT

1/4"DIA STAINLESS

HVAC UNIT

1 TON

NO SPLICE

CONTINUOUS

PLATES

(2) 2x4 TOP

WHITE STRIPES)

(ORANGE &

PLYWOOD

COATING OVER

FIBERGLASS

2"

EXHAUST FAN

HOOD FOR

LOUVER

MOTORIZED

HOOD FOR

SAME HEIGHT AFTER BUILDING NEW FOUNDATIONS.

HEIGHT PRIOR TO REMOVAL IN ORDER TO RE-INSTALL THE SHELTER AT THE

10. SUBCONTRACTOR TO MEASURE AND RECORD SHELTER FOUNDATION'S

9. TORQUE ANCHOR BOLT NUTS TO 45 FT. LBS.

GALVANIZED NUTS AND TIE-DOWN PLATES.

8. THE SHELTER SHALL BE ANCHORED WITH SUBCONTRACTOR FURNISHED

SHELTER AND ITS CONTENTS UNTIL FINAL ACCEPTANCE BY THE FAA.

HAS BEGUN, THE SUBCONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE

TRANSPORTING. ONCE THE PROCESS OF TRANSPORTING THE SHELTER

CONTENTS ARE SECURED PRIOR TO BEGINNING THE PROCESS OF

PROCESS OF TRANSPORTING THE SHELTER. CONFIRM THAT ALL SHELTER

NOTIFY THE RE OF ANY DAMAGE TO SHELTER PRIOR TO BEGINNING THE

PRIOR TO BEGINNING THE PROCESS OF TRANSPORTING THE SHELTER.

SHALL BE INCLUDED IN THE BID. INSPECT THE SHELTER AND CONTENTS

BE PERMITTED. ALL FEES, PERMITS, RENTALS, ETC, FOR TRANSPORTATION

THE SHELTER. THE USE OF A FORKLIFT FOR THIS PURPOSE WILL NOT

EQUIPMENT TO LIFT AND LOAD, TRANSPORT, AND LIFT AND OFF-LOAD

BETWEEN THE LIFTING CABLES. PROVIDE ADEQUATELY SIZED

CRANE LOADING AND OFF-LOADING. SPREADER BARS SHALL BE USED

LIFTING RINGS ARE PROVIDED IN THE SHELTER SKID CHANNELS FOR

7. THE EQUIPMENT SHELTER IS GOVERNMENT FURNISHED MATERIAL.

FAST SET.

6. DRILL AND EPOXY ANCHOR BOLTS WITH PRO-POXIE EPOXY KIT 300

FURNISHED.

THE ANCHOR BOLTS, NUTS AND WASHERS SHALL BE SUBCONTRACTOR

BE CLEAN AND LUBRICATED. TIGHTEN THE NUT TO 45FT-LBS MINIMUM.

GALVANIZED STEEL PER ASTM A153 AND A325. EXPOSED THREADS SHALL

5. THE ANCHOR BOLTS, NUTS AND WASHERS SHALL BE HOT DIPPED

STOOP IS MORE THAN 11" ABOVE THE EXISTING GRADE.

LONG BY 9" HIGH BY 11" WIDE SHALL BE INSTALLED WHERE THE TOP OF

AWAY FROM THE SHELTER. BROOM FINISH THE STOOP. CONCRETE STEPS 5'

FINISHED FLOOR INSIDE THE BUILDING. SLOPE THE STOOP 1 PERCENT

4. THE TOP OF THE STOOP OR THE HIGHEST STEP SHALL BE LEVEL WITH THE

FINISHED.

LEVEL WITHIN 1/8 INCH. GRADE BEAM SURFACES SHALL BE TROWEL

OTHER WITHIN 1/4 INCH. INDIVIDUAL GRADE BEAM SURFACES SHALL BE

3. GRADE BEAM FOUNDATIONS SHALL BE HORIZONTALLY LEVEL WITH EACH

IS AWAY FROM FOUNDATION. MAINTAIN A DRAINAGE SLOPE OF 1/8" PER FOOT.

CONTENT. GRADING OF ROCK AND SOIL SHALL BE SO THAT ALL DRAINAGE

AND COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM WATER

NOT EXCEEDING 6 INCHES. EACH LAYER SHALL BE THOROUGHLY TAMPED

2. IF FILL OR GRADING IS REQUIRED IT SHALL BE BUILT UP IN LAYERS

DAYS AFTER CONCRETE PLACEMENT.

BE 3/4 INCH. CONCRETE SHALL NOT BE LOADED FOR AT LEAST SEVEN (7)

WITH A MAXIMUM SLUMP OF 5 INCHES. MAXIMUM AGGREGATE SIZE SHALL

1. ALL CONCRETE SHALL DEVELOP 4500 PSI IN TWENTY EIGHT (28) DAYS

8 X 16 SHELTER FOUNDATION

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P P P P P

P P

P P P P P P

PPP

NOTES:

BP 10/07/2019

GROUNDING AND POWER PLAN

1704175

NOT TO SCALEE001

MALSR LIGHTNING PROTECTION ROOF PLAN

MALSR LIGHTNING PROTECTION ROOF ELEVATION

3'-0"

RDU-1704175-E001

(TYP 6)

BASE, HARGER CUBU121

WITH ADHESIVE POINT

COPPER AIR TERMINAL

1/2" DIAx 24" LONG, HARGER P/N 32

ROOF CONDUCTOR,

LIGHTNING PROTECTION:

HOLDER (TYP)

ADHESIVE CABLE

EDGE OF ROOF

(TYP 2)

WITH BONDING PLATE

CONNECT TO #4/0

DOWN CONDUCTOR

AIR TERMINAL

AIR TERMINAL BASE

ADHESIVE CABLE HOLDER

DOWN CONDUCTOR CABLE

ADHESIVE

BONDING PLATE HARGER P/N 220

HARGER 264

HARGER 261

HARGER CUBU12I

HARGER 1224CUAT1

DESCRIPTION PART NUMBERITEM NO.

LP MATERIAL LIST

CONDUCTOR

DOWN

PLATE

BONDING

ROD

GROUND

(TYP)

HOLDER

ADHESIVE CABLE

ROOF CONDUCTOR,

LIGHTNING PROTECTION:

GRADE, (TYP)

ROD, 18" BELOW

CLAD GROUND

3/4"x 10' COPPER

GROUND PLATE

#4/0 BSDC

PANEL

DISTRIBUTION

(T Y

X

IN

(TYP 6)

WITH BASE

AIR TERMINAL

SHELTER

RWY 23L MALSR

(ETR) - EXISTING TO REMAIN

2" PVC #6 BSDC, (ETR)

MALSR MONITOR, (ETR)

12 PR #19 SHIELDED

(ETR)

HANDHOLE,

ELECTRICAL

#2 COUNTERPOISE,

FLASHER POWER, (ETR)

3 #2, 600V MALSR

FLASHER CONTROL, (ETR)

12 PR #19 SHIELDED MALSR

2" PVC, (ETR)

3W, 200A METER, (ETR)

120/240 VOLT 10

RACK, (ETR)

POWER

STAND,

METER

UTILITY USE, (ETR)

3" PVC FOR

BY POWER CO, (ETR)

INCOMING POWER,

SYSTEM, (ETR)

TO LOC & MALSR

ENCASED DUCT

4" - 4W CONCRETE

DOOR STOOP

TO LOC

CONTINUE

TO LOC

CONTINUE

MALSR POWER AND GROUNDING PLAN

2-2" PVC #6 BSDC

XFMR

15 KVA

FOUNDATION, (ETR)

3" GRAVEL ALL AROUND

MALSR SHELTER

NO DIRECT EARTH BURIAL INSTALLATIONS WILL BE PERMITTED.

12. ALL POWER AND CONTROL CABLES SHALL BE INSTALLED IN CONDUIT.

DISCONNECT SWITCH ON DISCONNECT RACK.

11. EXISTING POWER CABLES FROM SHELTER DISTRIBUTION PANEL TO

APPROPRIATE BONDING CLAMPS.

PROTECTION ROOF CONDUCTOR WITH THOMPSON #32 WIRE USING

10. THE FLIGHT CHECK ANTENNA MAST SHALL BE BONDED TO THE LIGHTNING

9. STUB OUT ALL RGS 5' BEYOND EES.

LOCALIZER EQUIPMENT SHELTER , ROUTE ABOVE CONDUITS.

MALSR EQUIPMENT SHELTER TO THE GROUND ROD ON EES SURROUNDING

8. INSTALL NEW #4/0 FROM THE GROUND ROD ON THE EES SURROUNDING

CONDUCTOR) FROM THE DISTRIBUTION PANEL TO THE GROUND ROD.

7. EXOTHERMICALLY WELD THE #2 BLACK GEC (GROUNDING ELECTRODE

COILED INSIDE THE INTERFACE BOX ASSEMBLY FOR TERMINATION BY OTHERS.

TO THE RF BULKHEAD PLATE. REMOVE INSULATION UNDERGROUND. LEAVE 5'-0"

6. EXISTING #4/0 (GREEN INSULATED WITH BRIGHT RED TRACER) FROM THE EES

GROUND PLATE AND THE EES.

BE 30% LONGER OR SHORTER THAN THE CONDUCTOR BETWEEN THE MAIN

GROUND PLATES IN THE SHELTER. THE LENGTH OF THIS CONDUCTOR SHALL

5. EXISTING #4/0 CABLE TO EES AND ROUTE IT TO THE EXISTING MULTIPOINT

CONDUCTOR.

WELDED TO THE GROUNDING ELECTRODE SYSTEM WITH #2 AWG BARE COPPER

4. ALL ENTRANCE CONDUITS INTO THE INTERFACE BOX SHALL BE EXOTHERMICALLY

WITH COPPER-TO-STEEL BIMETALLIC GROUND LUG CONNECTOR.

THE GROUND ROD. TERMINATE THE #4/0 BARE COPPER TO THE SKID

3. EXISTING, #4/0 BARE COPPER CONDUCTOR BETWEEN SHELTER SKID AND

GROUND RODS SHALL BE 3/4"x 10'-0" AND BETWEEN 2'- 6' FROM FOUNDATION.

2. EXISTING EARTH ELECTRODE SYSTEM (EES) AT MINIMUM DEPTH OF 30". ALL

BE EXOTHERMICALLY WELDED PER FAA STD 19E.

1. ALL CONNECTIONS ON GROUNDING CONDUCTORS AND GROUND RODS SHALL

NOTE 3

SEE

SEE NOTE 5

SEE NOTE 5

SEE NOTE 3

GROUND PLATE

FRAME LUG

#2 TO DOOR

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RDU-1704175-E002

PADLOCK EYES, PAINTED WHITE, TOP

DOOR CLOSURE, THREE-POINT LATCH, BEST CORE,

YALE LOCKSET, 24" DEEP FIBERGLASS DOOR SHIELD,

HINGE KEYCOVER WITH (2) KEYS AND (1) CORE KEY

LITHONIA 4' LED WRAPAROUND VOLT 4,000 LUMENS

D-C/D0003711

NA.7

LBL4 LP840

CUSTOM

NA.

ELM2

RAB VXBR100DG

#120-2S-N1-3-06-A

RAYVOSS 200A-240V SINGLE PHASE SURGE ARRESTOR,

END 3" CLEAR OF FIBERGLASS FOR FIELD CONNECTION

NLN 200

200 AMP FUSIBLE DISCONNECT w/2-1/2" ENTRANCE

EXTRA SET OF FUSES,(NEC GROUND CONNECTED

3720 PMC T-15

5 NA. -

CSB1-20 SP 20A SWITCH, SP 20A 120-277V BRN AC SW

200 AMP. MAIN LUG 20" PANEL W/ 30 CIRCUITS, BOLT ON

BREAKERS AND #CB23 GROUND LUG KIT

SQD NQ30L2C5038

SQD MH32BE

SQD NC32SHR

1 PANEL BOARD ENCLOSURE/BOX TYPE 1 32Hx20W

SQD NC32SHRSBC DOOR IN DOOR SFC TRIM

BARD 1 TON, 1PH, 3Kw, PLEATED, BDAF, WHITE, COATED W12AAAA03XP1X3J522410 COILS, w/EXTERNAL DISCONNECT

NA. -

125V RATED QUAD RECEPTACLES, 20 AMP, BROWN,CR208952

BARD THERMOSTAT CONTROLLER

3'-0" X 6'-8" HEAVY DUTY DOOR HINGE RIGHT WITH A

DESCRIPTIONITEM#

VENDOR/PART#

EXTERIOR LIGHT WITH GLOBE AND GUARD

DUAL LIGHT EMERGENCY, 6V EMERGENCY LIGHT

1-1/2" PVC EXITS THROUGH FLOOR

CUSTOM

PHOTO CONTROL MODEL T-15

SQ. D #H224N

66L

1 6x6 WIREWAY 90 DEGREE

24 1

GS112524SP1.75 HARGER LIGHTING PROTECTION, 2 HOLE 24" GROUND STRAP25

28 1

29 1 CUSTOM

1-1/2" CONDUIT FOR GROUNDINGCUSTOM

DBI #

DUPONT1440

1 1461

BY ELECTRICAL CONTRACTOR IN FIELD) 2 FUSES SHIP LOOSE

- --13

--30 -

23 NA. - -

1-1/2" CONDUIT FOR DOOR GROUNDING2415

6"x6"x36" NM1 COMBO WIREWAY wo/KO6636GNK2720

6"x6"x24" NM1 COMBO WIREWAY wo/KO6624GNK2718

COMMERCIAL GRADE

GFI BREAKER PROTECTED DUPLEX RECEPTACLECR20

MC4001-A7474

DEEP, OPEN BACK 3 DIVIDERS (SHIP LOOSE)

ALUMINUM PANEL BOX 24" TALL X 48" WIDE X 9-1/2" D-PANEL2091

47257 PER FOOT

1/4"-20x12' PLT. RODS, 12' SECT. ZINC PLATED 8 x 14 PLEXI PLATE MAIN GROUND 8 x 14 PLEXI PLATE SUPPLEMENTAL 1/4" x 1" SS HEX HEAD BOLTS

2165-1A RED SEAL INSULATORS-1/4"

GROUND BAR BRACKET

3/8" x 1-1/2" PLATED LAG 6" x 12" x 1/4" COPPER BAR

MATERIAL LIST

QTY

7 6 5 4

23"

192"

"23"

72"28

C6

86"

43 3/4"

37"

14 1/2"

16"

5"

96"

12"

" 1

2" 2" 2" 2"

1 1/2" 1 1/2"

1/2"1/2"

16"

66"

22 1/2"

4 1/2"

1 3/8"

23"64"

23"

TE

10"

9 7/8"

29 1/2"

26 1/2"

26 1/2"

69 3/4"

11"

32" 3 1/2"

8 1/2"

6 6

24" 48" 34 3/4"

3/16"

SIDE VIEWDB1561-GROUND BAR FRONT VIEW

14 1/4"

SECTION

SKID CORNER

BRACKET DB1441-QTY2

ALUMINUM STANDOFF

RED INSULATORS DB1458 QTY12

RED INSULATORS DB1458

DB1461 OR DB1462

PROTECTION COVER

8"x 14" PLEXIGLAS

DB432-1/4"x 1/2"-QTY8

PLATED HEX HEAD BOLTS

DB4269-1"-QTY8

1/4" PLATED ROD

BAR DB1440-QTY1

6"x 12" COPPER GROUND

(20) 3/8" HOLES

(4) 5//16 MOUNTING HOLES

W/ 1 1/4" HOLE

4"x 6"x 1/4" PLATE

TS3"x 2" 1/4 GAUGE

C3 X 4.1 CHANNEL

S6X12.5 BEAM

IL

CK#10

CK#6

HOLES

FRAME-IN

FINISHED CEILING

CK#6 CK#13

CK#1 CK#1

CK#1 CK#1

CK#1

CK#8

FINISHED CEILING

SUPPLEMENTAL

IL

CK#5

CK#10

CK#2,4

MAIN

AND BY DOOR

EACH CORNER

WIRE STUDS ON

LUG FOR 4/0 AWG

COPPER GROUND

CONDUIT LEGEND

FLOOR AND WALL

CONDUIT THROUGH -

FLEX CONDUIT -

1-1/2" PVC -

1" PVC -

3/4" CONDUIT -

CONDUIT LEGEND

FLOOR AND WALL

CONDUIT THROUGH -

FLEX CONDUIT -

1-1/2" PVC -

1" PVC -

3/4" CONDUIT -

ELECTRICAL NOTES

- SEISMIC

- WIND

- LIVE ROOF

- LIVE FLOOR

ZONE 4

150 PSF

70PSF

400 PSF

FLOOR PLAN

LIFTING EYE

GROUND BAR DETAILS

GROUNDING DETAILS

BE RED.

13. ALL CIRCUIT WIRING ON LINE #1 TO BE BLACK AND LINE #2 TO

BOLTS AND NUTS.

12. GROUNDING TO HAVE SS BOLTS AND NUTS ON DOOR USE SS

11. 12 TON HEX CRIMP TO BE USED ON GROUNDING.

NOT OPERATE AT THE SAME TIME.

10. HEATER AND A/C UNIT ARE TO BE CONNECTED SO THAT BOTH, DO

BONDING MATERIAL.

ENGRAVED WITH 3/8" TEXT ATTACHED WITH WEATHER PROOF

SHADOWING PERTINENT INFORMATION MADE OF RIGID PLASTIC, AND

SHADOWING PERTINENT INFORMATION MADE OF RIGID PLASTIC, AND

9. PANE BOARD AND DISCONNECT SHALL HAVE NAME PLATES

W/ PANEL AND CIRCUIT NUMBER INDICATED.

CONDUCTORS SHALL BE IDENTIFIED AT BOTH ENDS OF CONDUCTOR

8. ALL FEEDER AND BRANCH CIRCUITS INCLUDING NEUTRAL

FLEXIBLE METAL CONDUIT IF NECESSARY.

7. FLEXIBLE NONMETALLIC CONDUIT SHALL NOT BE USED. USE

AND GROUND BAR BE BONDED TOGETHER.

PANEL BOARD. ONLY AT THE SERVICE DISCONNECT SHALL NEUTRAL

6. NEUTRAL BAR SHALL BE ISOLATED FROM THE GROUNDING BAR IN

5. HEAT SHRINK LABELING FOR ALL CIRCUITS AND ITEMS.

ENTRANCE RACEWAY SHALL BE EFFECTIVELY BONDED TOGETHER.

4. PANEL BOARD ENCLOSURE GROUNDING BAR AND SERVICE

ELECTRICAL CONTRACTOR.

3. EXTERIOR GROUNDING SYSTEM METER AND SERVICE BY THE

2. ALL 15 AND 20 AMP CIRCUITS HAVE #12 THHN WIRING.

CONDUIT. MINIMUM IS SIZE 3/4", SEE CONDUIT LEGEND.

1. ALL INTERIOR ELECTRICAL WORK IS SURFACE MOUNT IN EMT

QTY.ITEM# VENDOR #

BILL OF MATERIALS

LIGHTNING PROTECTION PKG.

NOT PART OF STANDARD PACKAGE

36 MAX TYP.

TYP

51 4 EACH

52 4 EACH

53 12 EACH

54 12 EACH

24" SOLID COPPER AIR TERMINALS

55 48 FEET

56 FEET

57 1 EACH

(2) 8

HARGER 1224CUAT

HARGER CUBU121

HARGER #CCC3

HARGER #260

28 STRAND

28 STRAND

162483

BRONZE HORIZONTAL BASE 1/2"

CABLE CUP

COPPER ADHESIVE CABLE HOLDER

DESCRIPTION

28 CONDUCTOR ROPE LAY CONDUCTOR

28 ROPE LAY FOR DOWN CONDUCTORS

250 ML PRO POXIE, EPOXY KIT 300 FAST SET

UNITS

DBI#

8 X 16 FLOOR PLAN AND ELECTRICAL DETAILS

INTERFACE

DECODER

RECEIVER

CABINET

FLASHER

BURNER

STEADY

TRANSFORMER

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RDU-1704175-E003

RALEIGH-DURHAM INTL AIRPORTRALEIGH

MALSR SHELTER ONE-LINE DIAGRAM

XFRM

DISTRIBUTION RACK

20A

LIGHTS 1

SPARE 3

HVAC

FAN/LOUVER 10

RECEPTACLES

SPARE

200A

RAYVOSS TVSS 200A FUSED

DISCONNECT

UTILITY

3" PVC

SECONDARY

120/240V

#2 GND THWN 60'

600V 3-1C #2CU W/1

#2 RGS PVC COATED

POWER CO

POWER BY

INCOMING

NOT TO SCALEE003

ONE-LINE DIAGRAM

200A

30A 2P

40A 2P

100A 2P

PRIMARY

15 KVA

3W, 200A

120/240 VOLT

3W, 200A

120/240 VOLT

GFCI

20A 2P

NOTES

2 3 4

2 3 4

PROTECTOR

SURGE

LIGHTS

LOAD

* CIRCUITS 19-30 BLANK

17 20

1 20

SPARE18

20 10

GFCI RECEPTACLES

HVAC

BKR

SIZE

CKT

NO

COVER: HINGED WITH HINGED LOCKABLE DOOR

PHASE

SIZENO

MOUNTING: SURFACE

NEUTRAL: 100%

VOLTAGE: 120/240V 1PH 3W 60HZ

BREAKER

MALSR PANEL

200 AMPERE

FAN/LOUVER

SPARE20

SURGE PROTECTOR

DISTRIBUTION PANEL

LOC SHELTER100

SPACE

SPACE SPACE

DISTRIBUTION PANEL

SPACE SPACE

Z

: 2

DISTRIBUTION

23L - 1 PANEL SCHEDULE

23G - 1 PANEL SCHEDULE

23L - MALSR SHELTER

LOC SHELTER

23L - MALSR PANEL SCHEDULE

MAIN:

REPLACE ANY MISSING POSITION COVERS INSIDE BREAKER PANEL.

DIRECTORY IN EACH PANEL.

CONTRACTOR TO PROVIDE A PRINTED AND LAMINATED PANEL

ONE-LINE DIAGRAM TO BE UPDATED IN CONSTRUCTION.

PERFORMED IN THAT PANEL.

PANEL 23G-1 IS SHOWN FOR REFERENCE ONLY. NO WORK WILL BE1

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ELEVATIONS

DISCONNECT SWITCH RACK

RDU-1704175-E004

(ETR) - EXISTING TO REMAIN

2 1

SIDE VIEW

CONDUIT HANGERS

INSTALL NEW GRS

INSTALL 2" RSC

#2 BARE CU.

INSTALL 3/4" PVC

2" RSC ELBOW

#2 BARE

3/4" PVCEXOTHERMIC WELD

#4/0

#2 BARE

2" RSC

TRANSFORMER)

(FROM

E004

CONSTRUCTION NOTE

#4/0

1. NO WORK PERFORMED ON THIS SHEET. FOR REFERENCE ONLY.

UNISTRUT RACK

STAINLESS STEEL

1" CHAMFER

CONCRETE PIER

AS REQUIRED

MODIFY EXISTING COND

IN MALSR SHELTER.

TO GS DISCONNECT SWITCH

FROM DISCONNECT SWITCH

VIA UG PULLBOX

1-#6 BSDC INSIDE 2" RSC

3-1/C #2 AND

PANEL

GRAVEL

GROUND ROD

NOT TO SCALEE004

ELEVATION - SIDE VIEW

MAIN BREAKER PANEL RACK

1-#6 BSDC INSIDE 2" RSC

3-1/C #2 AND

NOT TO SCALEE004

ELEVATION - FRONT VIEW

MAIN BREAKER PANEL RACK

HEAVY-DUTY, 200A BREAKER PANEL

120/240V, 1 PH, 3W, S/N, 2 POLE,

GRAVEL

PIER

DISCONNECT SWITCH

TRANSFORMER TO THE

2" RSC FROM THE

3-1/C #2 INSIDE

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VICINITY MAP

44040

COVER SHEET, INDEX AND

RDU-1704175-G001

DRAWING LIST

DRAWING NO. REV. DATE DESCRIPTION

INTL AIRPORT

DURHAM

RALEIGH-

RALEIGH-DURHAM HW

RDU-1704175-E004

RDU-1704175-E003

RDU-1704175-E002

RDU-1704175-E001

RDU-1704175-C001

RDU-1704175-G004

RDU-1704175-G003

RDU-1704175-G002

RDU-1704175-G001

10/07/2019

AVIA

I

TRAT

SI

NI

MALSR SHELTER REPLACEMENT

RDU/MALSR23L - RALEIGH, NORTH CAROLINA

T OF TRANSPO

T A

IC

OF

STATES

IT

TM

EN

VICINITY MAP

DISCONNECT SWITCH RACK ELEVATIONS

MALSR SHELTER ONE-LINE DIAGRAM

8 x 16 x 8 FLOOR PLAN AND ELECTRICAL DETAILS

MALSR SHELTER GROUNDING AND POWER PLAN

8 x 16 SHELTER FOUNDATION PLAN, ELEVATIONS AND DETAILS

SAFETY NOTES

SAFETY AND PHASING PLAN

SCOPE OF WORK

COVER SHEET INDEX, AND VICINITY MAP

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HIS/HER SUBCONTRACTOR'S FORCES.

EXPENSE, DAMAGE OF ANY KIND CAUSED BY HIS/HER, OR ANY OF

7. THE CONTRACTOR SHALL REPAIR AND REPLACE, AT HIS/HER OWN

DESIGNATED HAUL ROUTES, STAGING AREAS, AND CONSTRUCTION LIMITS.

6. ALL CONTRACTOR EQUIPMENT AND PERSONNEL SHALL BE LIMITED TO

OF THE AIRPORT OPERATIONS DEPARTMENT.

TAXIWAY, OR AIRCRAFT MOVEMENT AREA WITHOUT PRIOR APPROVAL

SUBCONTRACTOR, TO CROSS OR PROCEED ON ANY ACTIVE RUNWAY,

5. CONTRACTOR SHALL NOT ALLOW HIS/HER FORCES INCLUDING

PAINT FLAGGING OR OTHER APPROVED MEANS.

ACTIVE RUNWAY. CONTRACTOR SHALL WORK THE RSA LIMITS WITH

SUBCONTRACTORS WITHIN THE RUNWAY SAFETY AREA (RSA) OF AN

4. THE CONTRACTOR SHALL NOT ALLOW HIS/HER FORCES, INCLUDING

BETWEEN THE HOURS OF 5:30 A.M. AND 11:00 P.M.

GROUND CONTROL FREQUENCY (119.7 MHZ). THE ATCT IS OPERATIONAL

CAPABLE OF MONITORING AIRPORT TRAFFIC CONTROL TOWER (ATCT)

3. THE CONTRACTOR SHALL PROVIDE EACH CREW WITH A PORTABLE RADIO

2. AIRCRAFT OPERATIONS SHALL HAVE THE RIGHT OF WAY AT ALL TIMES.

CIRCULAR 150/5370-2E.

1. CONSTRUCTION ACTIVITIES SHALL CONFORM TO FAA ADVISORY

REMAIN CLOSED AND SECURED AT ALL OTHER TIMES.

DELIVERY OF MATERIALS OR ACCESS TO THE SITE. GATE SHALL

14. CONTRACTOR SHALL SUPPLY GATE GUARD WHENEVER GATE IS OPEN FOR

ADDITIONAL REQUIREMENTS.

WITHIN 250' OF AN ACTIVE RUNWAY. SEE SAFETY NOTES FOR

13. NO STOCKPILES, VEHICLES NOR EQUIPMENT SHALL BE PERMITTED

TO AIRPORT OPERATIONS.

BE INSPECTED AND APPROVED BY AIRPORT MANAGER PRIOR TO OPENING

SATISFACTION OF THE AIRPORT MANAGER. THE CLOSED PAVEMENT SHALL

12. ALL PAVEMENT SURFACES SHALL BE CLEANED THOROUGHLY TO THE

IN PLACE PRIOR TO STARTING WORK.

11. ALL DESIGNATED SAFETY MARKINGS AND BARRICADES SHALL BE

COVERED FOR THE DURATION OF THE CLOSURE.

ASSOCIATED WITH THE CLOSED PAVEMENTS SHALL BE SHUT OFF OR

ALL EDGE LIGHTS, GUIDANCE SIGNS, VISUAL NAVAIDS, ETC.

LEAST 48 HOURS IN ADVANCE OF RUNWAY OR TAXIWAY CLOSURES.

10. NOTAMS (NOTICE TO AIRMEN) WILL BE ISSUED BY THE AIRPORT AT

9. SEE SAFETY NOTES FOR ADDITIONAL REQUIREMENTS.

AC 150/5210-5B.

AMBER DOME TYPE LIGHT AND IDENTIFIED IN ACCORDANCE WITH

8. ALL EQUIPMENT AND VEHICLES SHALL BE FLAGGED OR HAVE FLASHING

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SCALE: 1" = 50'

50' 100'050'

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HIS/HER SUBCONTRACTOR'S FORCES.

EXPENSE, DAMAGE OF ANY KIND CAUSED BY HIS/HER, OR ANY OF

7. THE CONTRACTOR SHALL REPAIR AND REPLACE, AT HIS/HER OWN

DESIGNATED HAUL ROUTES, STAGING AREAS, AND CONSTRUCTION LIMITS.

6. ALL CONTRACTOR EQUIPMENT AND PERSONNEL SHALL BE LIMITED TO

OF THE AIRPORT OPERATIONS DEPARTMENT.

TAXIWAY, OR AIRCRAFT MOVEMENT AREA WITHOUT PRIOR APPROVAL

SUBCONTRACTOR, TO CROSS OR PROCEED ON ANY ACTIVE RUNWAY,

5. CONTRACTOR SHALL NOT ALLOW HIS/HER FORCES INCLUDING

PAINT FLAGGING OR OTHER APPROVED MEANS.

ACTIVE RUNWAY. CONTRACTOR SHALL WORK THE RSA LIMITS WITH

SUBCONTRACTORS WITHIN THE RUNWAY SAFETY AREA (RSA) OF AN

4. THE CONTRACTOR SHALL NOT ALLOW HIS/HER FORCES, INCLUDING

BETWEEN THE HOURS OF 5:30 A.M. AND 11:00 P.M.

GROUND CONTROL FREQUENCY (119.7 MHZ). THE ATCT IS OPERATIONAL

CAPABLE OF MONITORING AIRPORT TRAFFIC CONTROL TOWER (ATCT)

3. THE CONTRACTOR SHALL PROVIDE EACH CREW WITH A PORTABLE RADIO

2. AIRCRAFT OPERATIONS SHALL HAVE THE RIGHT OF WAY AT ALL TIMES.

CIRCULAR 150/5370-2E.

1. CONSTRUCTION ACTIVITIES SHALL CONFORM TO FAA ADVISORY

REMAIN CLOSED AND SECURED AT ALL OTHER TIMES.

DELIVERY OF MATERIALS OR ACCESS TO THE SITE. GATE SHALL

14. CONTRACTOR SHALL SUPPLY GATE GUARD WHENEVER GATE IS OPEN FOR

ADDITIONAL REQUIREMENTS.

WITHIN 250' OF AN ACTIVE RUNWAY. SEE SAFETY NOTES FOR

13. NO STOCKPILES, VEHICLES NOR EQUIPMENT SHALL BE PERMITTED

TO AIRPORT OPERATIONS.

BE INSPECTED AND APPROVED BY AIRPORT MANAGER PRIOR TO OPENING

SATISFACTION OF THE AIRPORT MANAGER. THE CLOSED PAVEMENT SHALL

12. ALL PAVEMENT SURFACES SHALL BE CLEANED THOROUGHLY TO THE

IN PLACE PRIOR TO STARTING WORK.

11. ALL DESIGNATED SAFETY MARKINGS AND BARRICADES SHALL BE

COVERED FOR THE DURATION OF THE CLOSURE.

ASSOCIATED WITH THE CLOSED PAVEMENTS SHALL BE SHUT OFF OR

ALL EDGE LIGHTS, GUIDANCE SIGNS, VISUAL NAVAIDS, ETC.

LEAST 48 HOURS IN ADVANCE OF RUNWAY OR TAXIWAY CLOSURES.

10. NOTAMS (NOTICE TO AIRMEN) WILL BE ISSUED BY THE AIRPORT AT

9. SEE SAFETY NOTES FOR ADDITIONAL REQUIREMENTS.

AC 150/5210-5B.

AMBER DOME TYPE LIGHT AND IDENTIFIED IN ACCORDANCE WITH

8. ALL EQUIPMENT AND VEHICLES SHALL BE FLAGGED OR HAVE FLASHING

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SAFETY NOTES

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REPAIRED BY THE SUBCONTRACTOR AT NO COST TO THE OWNER.

SUBCONTRACTOR, HIS MEN OR EQUIPMENT DURING CONSTRUCTION SHALL BE

9. ANY DAMAGE TO THE EXISTING RUNWAY(S) OR TAXIWAY(S) CAUSED BY THE

DESCRIPTION OF ANY ITEM(S) ALREADY DAMAGED.

PROJECT MANAGER. THIS REPORT SHALL CONTAIN THE LOCATION AND THE

SUBCONTRACTOR SHALL PROVIDE A REPORT TO THE RESIDENT ENGINEER AND THE

AS WELL AS THE CONDITION OF THE EXISTING PAVEMENT, GRAVEL ROAD(S).

CONDITION OF ALL EXISTING RUNWAY(S), TAXIWAY(S), AND THRESHOLD LIGHTS,

8. PRIOR TO BEGINNING OF CONSTRUCTION, SUBCONTRACTOR SHALL INSPECT THE

STOPPING CONSTRUCTION ACTIVITY UNTIL THE OPERATION IS CORRECTED.

TO PROPERLY REMOVE ANY SPILLED MATERIAL MAY RESULT IN THE AIRPORT

RESULT IN THE SPILLAGE OF DEBRIS ON ROADS AND TAXIWAYS, OR THE FAILURE

MAY BE DROPPED ON ANY ROADWAY OR TAXIWAY AT ALL TIMES. OPERATIONS THAT

HIM THE MEANS TO CLEAN AND REMOVE ANY DEBRIS OR EARTH MATERIAL THAT

HIS OPERATIONS AT ALL TIMES. THE SUBCONTRACTOR SHALL HAVE AVAILABLE TO

7. THE SUBCONTRACTOR SHALL CONTROL DUST, WASTE AND DEBRIS RESULTING FROM

UNLESS OTHERWISE NOTED ON THE DRAWINGS OR SPECIFICATIONS.

6. ALL MATERIALS SHALL CONFORM TO THE STATE DOT STANDARD SPECIFICATIONS

IS RESPONSIBLE FOR REPAIRS OF ANY DAMAGE OR DETERIORATION TO SAID ROADS.

IMPROVED ROADWAYS ARE WITHIN THE DESIGN WEIGHT RANGE OF SAID ROADS AND

5. SUBCONTRACTOR TO ENSURE THAT ALL TRAFFIC OVER EXISTING OR CONSTRUCTED

THE UNDERGROUND CABLING AND FACILITIES FROM AIRPORT AND FAA.

WORK. THE SUBCONTRACTOR IS RESPONSIBLE FOR OBTAINING INFORMATION ON

4. SUBCONTRACTOR SHALL REVIEW ALL AIRFIELD UTILITIES PRIOR TO BEGINNING

MAINTAIN ACCEPTABLE LEVELS OF SAFETY.

COOPERATE FULLY TO ALLOW ORDERLY PROGRESSION OF ONGOING OPERATIONS AND TO

COORDINATE THIS WORK WITH AIRFIELD OPERATIONS. THE SUBCONTRACTOR SHALL

THE RE WILL ATTEND A WEEKLY CONSTRUCTION COORDINATION MEETING TO

THE AIRPORT AUTHORITY AND THE FEDERAL AVIATION ADMINISTRATION (FAA).

CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED IN A MANNER ACCEPTABLE TO

3. THIS WORK IS IN CLOSE PROXIMITY TO ACTIVE TAXIWAYS AND RUNWAYS. ALL

ARE ACTIVE.

SAFETY AREA OR TAXIWAY SAFETY AREA WHILE THE RUNWAY(S) OR TAXIWAY(S)

EXCAVATIONS AND TRENCHES SHALL NOT BE PERMITTED WITHIN THE RUNWAY

MARKED AND LIGHTED TO THE SATISFACTION OF THE RE AND THE AIRPORT. OPEN

2. ALL OPEN EXCAVATIONS AND TRENCHES SHALL BE CONTINUOUSLY BARRICADED,

CLEANING MEASURES SHALL BE ACCEPTABLE TO THE RE AND AIRPORT MANAGEMENT.

SHALL HAVE EQUIPMENT ON-SITE IN ORDER TO CLEAN SUCH PAVEMENTS. THE

ADJACENT TO AND/OR ARE CROSSING TAXIWAYS/TAXI LANES, THE SUBCONTRACTOR

1. DURING PERIODS WHEN CONSTRUCTION EQUIPMENT AND VEHICLES ARE WORKING

SATISFACTION OF THE RE AND AIRPORT DIRECTOR.

SOILING, HYDROSEEDING, AND PLACING COCONUT MATTING COMPLETE TO THE

REPAIR OF EXISTING FACILITIES, REMOVAL OF UTILITIES, REGRADING, THE TOP

PROJECT, THE SUBCONTRACTOR SHALL RESTORE THE STAGING AREA; INCLUDING THE

MAKE PROVISIONS FOR ANY REQUIRED UTILITIES. UPON COMPLETION OF THE

PLAN AND VERIFIED DURING THE PRE-OFFER MEETING. THE SUBCONTRACTOR SHALL

7. STAGING AREA - THE SUBCONTRACTOR'S STAGING AREA WILL BE AS SHOWN ON THE

AS ANY CRITICAL OPERATIONAL AREAS FOR FUNCTIONING FAA FACILITIES.

HAUL ROUTES. STAGING AREA WILL BE PLACED CLEAR OF RSA AND TSA, AS WELL

REMAIN WITHIN THE LIMITS OF CONSTRUCTION AREA, STAGING AREA, OR

COST TO THE GOVERNMENT. ALL SUBCONTRACTOR VEHICLES AND TRAFFIC SHALL

TO HAUL ROADS, RESULTING FROM EXECUTING THIS CONTRACT, AT NO ADDITIONAL

AFTER EACH INGRESS/EGRESS. THE SUBCONTRACTOR SHALL REPAIR ANY DAMAGE

CONSTRUCTION AS DIRECTED BY THE RE. THE SUBCONTRACTOR SHALL LOCK GATE

PRE-CONSTRUCTION MEETING. ACCESS AND HAUL ROUTES MAY CHANGE DURING

BE VIA SPECIFIC ROUTE SHOWN ON THE ATTACHED PLAN AND VERIFIED AT THE

6. THE CONSTRUCTION SITE ACCESS AND HAUL ROADS: ACCESS TO THE JOB SITE SHALL

CONTROL FREQUENCY OR UNICOM.

USE AT ALL TIMES WHEN WORKING ON AIRFIELD AND TUNED TO AIRPORT GROUND

DURING CONSTRUCTION. SUBCONTRACTOR SHALL HAVE RADIO(S) AVAILABLE AND IN

ALLOW FOR AIRPORT GROUND AND AIR OPERATIONS TO CONTINUE AT ALL TIMES

5. SUBCONTRACTOR SHALL COORDINATE WITH THE RE AND AIR TRAFFIC CONTROL TO

RISK MANAGEMENT PLAN (RMP).

SAFETY RISK MANAGEMENT (SRM) DOCUMENT AND SUBCONTRACTORS APPROVED

4. THE SUBCONTRACTOR SHALL ADHERE TO REQUIREMENTS AS SET FORTH IN THE FAA

CONSTRUCTION CONTRACT APPLY.

"OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION," AND THE

3. GENERAL SAFETY CRITERIA - ALL PROVISIONS OF THE FAA AC 150/5370-2F

(DOT/FAA/ASY-300 98/001) PER FAA ORDER 5200.7A.

UNDERSTAND THE FAA AIRPORT GROUND VEHICLE OPERATIONS GUIDE

EMPLOYEES, SUBCONTRACTOR EMPLOYEES AND DELIVERY EMPLOYEES HAVE READ AND

VEHICLE(S). THE CONTRACTOR SHALL CERTIFY IN WRITING THAT ALL DRIVING

(COTR), THE RESIDENT ENGINEER (RE), OR DESIGNATED CONTRACTOR ESCORT

WITHOUT ESCORT BY THE FAA CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

MADE ON THE ACTIVE AIR OPERATIONS AREA (AOA) OR AIRCRAFT MOVEMENT AREA

2. NO MOVEMENT BY CONTRACTORS, SUBCONTRACTORS, OR DELIVERY VEHICLES SHALL BE

ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON THE SITE.

CONTRACT AND WITH LOCAL AUTHORITIES. THE SUBCONTRACTOR SHALL NOT PERMIT

COMPLY WITH ALL SECURITY CLEARANCE REQUIREMENTS OF THE CONSTRUCTION

1. SUBCONTRACTOR'S SECURITY CLEARANCE: THE SUBCONTRACTOR'S EMPLOYEES SHALL

HAULING ACTIVITIES.

CONSTRUCTION AS A RESULT OF THE SUBCONTRACTOR'S CONSTRUCTION OR

THAT FALLS ON ANY PAVEMENT OUTSIDE OF THE SUBCONTRACTOR'S LIMITS OF

THE SUBCONTRACTOR'S HAUL ROUTES AND IMMEDIATELY CLEAN UP MUD OR DEBRIS

SUBCONTRACTOR IS TO SWEEP ON A DAILY BASIS, ALL ROADWAYS THAT ARE ALONG

FIELD OR ROADWAY PAVEMENT AS A RESULT OF THE SUBCONTRACTOR'S WORK.

IS RESPONSIBLE FOR IMMEDIATE CLEANUP OF ANY DEBRIS THAT FALLS ON AIR

FROM AIRCRAFT BLAST, WIND CONDITION, OR RAINFALL. THE SUBCONTRACTOR

TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT OR EROSION RESULTING

6. AREAS OF STOCKPILED MATERIALS WITHIN THE CONSTRUCTION AREA ARE TO BE

EROSION AND SEDIMENT TRANSPORT AT ANY TIME DURING THE PROJECT.

5. THE RE MAY DIRECT THE SUBCONTRACTOR TO ADD NEW MEASURES TO CONTROL

THROUGHOUT THE CONSTRUCTION PROCESS.

GRADING OPERATIONS. THE DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED

4. THE SUBCONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING

ACCESS AND EXIT WITH SEDIMENT CONTROL MEASURES AS APPROPRIATE.

3. SUBCONTRACTOR SHALL PROVIDE AND MAINTAIN THE STABILIZED CONSTRUCTION

ANY IMPROVEMENTS REQUIRED SHALL BE PERFORMED BY SUBCONTRACTOR.

INSPECT AND DETERMINE IF ANY IMPROVEMENTS TO THE SWPPP IS REQUIRED.

2. PRIOR TO INITIATING ANY WORK ON SITE, SUBCONTRACTOR AND THE RE WILL

EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.

WITH THE STATE DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND THE STATE

APPROVAL PRIOR TO BEGINNING FIELD OPERATIONS. SWPPP SHALL BE IN ACCORDANCE

PLAN (SWPPP) TO THE AIRPORT AND THE STATE AND/OR LOCAL ISSUING AUTHORITY FOR

1. IF REQUIRED THE SUBCONTRACTOR SHALL SUBMIT A STORM WATER POLLUTION PREVENTION

THE STATE AT NO ADDITIONAL COST TO THE GOVERNMENT.

OR DISTURBED SHALL BE RESET BY A PROFESSIONAL SURVEYOR LICENSED IN

NOTED OTHERWISE ON THE DRAWINGS, ANY MONUMENTS THAT ARE DAMAGED

3. THE SUBCONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS UNLESS

CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION SECTION 02200.

2. THE SUBCONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO

DISCREPANCIES.

SUBCONTRACTOR SHALL FIELD VERIFY AND INFORM THE RE OF ANY

1. THE EXISTING FEATURES SHOWN ARE FROM AIRPORT LAYOUT PLAN (ALP).

OR DEBRIS.

OF A LOW TO MODERATE PLASTICITY SOIL THAT IS FREE OF ORGANIC MATERIAL

ACCORDANCE WITH ASTM D1557. IF STRUCTURAL FILL IS USED, IT SHOULD CONSIST

BE UNIFORMLY COMPACTED TO AT LEAST 95% OF MODIFIED PROCTOR DENSITY IN

MOISTURE CONTENT WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT. LIFT SHOULD

6. STRUCTURAL FILL OR BACKFILL SHALL BE PLACED IN 6 INCH LOOSE LIFTS AT A

LEVELING.

5. SUITABLE MATERIALS MAY BE USED AT THE SITE FOR FILL MATERIALS FOR SITE

CONTAMINATED MATERIAL CAN BE FOUND IN SPECIFICATIONS.

OFF SITE AND DISPOSED OF PROPERLY, PROCEDURES FOR HANDLING UNSUITABLE OR

4. THE SUBCONTRACTOR SHALL HAUL ALL EXCESS AND UNSUITABLE EXCAVATED MATERIAL

OR INITIATE WORK UNLESS APPROVED IN WRITING BY THE 'RE'.

WITH WORK IN THE PROBLEM AREAS. THE SUBCONTRACTOR SHALL NOT ORDER MATERIALS

PROBLEM AREAS, THE 'RE' SHALL DIRECT THE SUBCONTRACTOR ON HOW TO PROCEED

'RE' IN WRITING WITH THE RESULTS OF THIS INSPECTION. IF THERE ARE ANY

PORTION OF THE CONTRACT DOCUMENTS. THE SUBCONTRACTOR SHALL NOTIFY THE

THE SUBCONTRACTOR FROM COMPLYING WITH THE ABOVE CRITERIA OR ANY OTHER

ALIGNMENT OF THE ACCESS DRIVES OR THE NAVIGATIONAL AIDS THAT WILL INHIBIT

THAT ARE NOT REFLECTED ON THESE PLANS OR ANY OTHER ISSUES WITH THE

THE CURRENT CONDITIONS ON SITE AND DETERMINE IF THERE ARE ANY CONDITIONS

3. PRIOR TO INITIATING CONSTRUCTION, THE SUBCONTRACTOR SHALL FIELD INSPECT

MAX CHANGE PARALLEL TO EXTENDED CENTERLINE -2%

PARALLEL TO EXTENDED CENTERLINE -3%

PERPENDICULAR TO EXTENDED CENTERLINE -3%

ALLOWABLE GRADES ARE AS FOLLOWS:

2. INSIDE THE RUNWAY SAFETY AREA (STA 0+00 THRU 10+00), THE MAXIMUM

DIFFERENCE EXCEED 8.0%.

EXCEED 2.0% UNLESS MADE WITH A VERTICAL CURVE AND IN NO CASE SHALL THE

THE ALGEBRAIC DIFFERENCE IN CHANGES IN LONGITUDINAL SLOPE SHALL NOT

EXCEED 4.0% AND THE MAXIMUM LONGITUDINAL SLOPE SHALL NOT EXCEED 8.0%.

POSITIVE DRAINAGE AND DOES NOT BLOCK RUNOFF. CROSS SLOPES SHALL NOT

SHALL CONSTRUCT THE ACCESS DRIVES SUCH THAT THE FINISH GRADE HAS

1. UNLESS OTHERWISE APPROVED BY THE RE OR SHOWN HEREIN, THE SUBCONTRACTOR

GENERAL NOTES

SECURITY AND SAFETY NOTES EROSION CONTROL NOTES

SURVEY CONTROL NOTES

SEQUENCE AND COORDINATION OF CONSTRUCTION

GRADING NOTES

THE AIRPORT.

CONSTRUCTION ACTIVITY THAT ADVERSELY IMPACTS THE OPERATIONAL SAFETY OF

COTR, RE, SSC, ATCT, AND AIRPORT OPERATIONS IN THE EVENT OF A

16. SUBCONTRACTOR SHOULD HAVE ON HAND EMERGENCY CONTACT INFORMATION FOR THE

BE ISSUED BY FAA FLIGHT SERVICE IN ACCORDANCE WITH ESTABLISHED CRITERIA.

TIE-INS, WORK WITHIN AIRPORT OPERATIONS AREA, ETC.) SO THAT NOTAMS CAN

THE NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS (RUNWAY CLOSURES,

15. NOTICE TO AIRMEN (NOTAMS) - THE SUBCONTRACTOR SHALL FURNISH THE RE WITH

DEPARTMENT, AND/OR 911 CITING THE AIRPORT AS THE LOCATION.

14. IN THE EVENT OF AN EMERGENCY, SUBCONTRACTOR TO CALL ONSITE FIRE

AT THE END OF THE WORK DAY OR AT TIMES WHEN NO WORK IS GOING ON.

13. ALL MATERIALS AND EQUIPMENT TO BE CLEARED FROM THE RSA, TSA, AND OFA

WHEN WORK IS PERFORMED WITHIN RSA OR TSA.

RSA, TSA, ACTIVE RUNWAYS OR TAXIWAYS. RUNWAY CLOSURE WILL BE REQUIRED

12. AT NO TIME WILL SUBCONTRACTOR'S EQUIPMENT OR CREW BE ALLOWED WITHIN THE

NO SEPARATE PAYMENT WILL BE MADE.

CLOSED. COSTS ARE CONSIDERED TO BE INCIDENTAL TO OVERALL PROJECT COST.

NIGHT, A LIGHTED "X" SHALL BE PLACED AT EACH END OF THE RUNWAY BEING

FOR AIRCRAFT AS WELL AS CONSTRUCTION OPERATIONS. FOR LANE CLOSURES AT

AND TAXIWAY CLOSURE AS DEEMED NECESSARY TO PROVIDE MAXIMUM PROTECTION

11. SUBCONTRACTOR TO PROVIDE ADEQUATE AND APPROPRIATE BARRICADES FOR RUNWAY

FRAME(S) EACH ITEM WILL BE USED TO THE RE.

THE SUBCONTRACTOR MUST SUBMIT THEIR EQUIPMENT LIST WITH THE TIME

WITH HEIGHT RESTRICTIONS, TO COMPLY WITH ALL RUNWAY AND TAXIWAY SURFACES

TAXIWAYS. SUBCONTRACTOR IS ADVISED THAT WORK WILL REQUIRE COMPLIANCE

10. THE CONTRACT REQUIRES WORK IN CLOSE PROXIMITY TO ACTIVE RUNWAYS AND

ADMINISTERED IN THE EVENT OF A RUNWAY INCURSION.

REMOVED FROM THE CONSTRUCTION SITE. A FINE OF $1 MILLION CAN BE

CONSTRUCTION USE. FAILURE TO DO SO COULD RESULT IN OFFENDERS BEING

ASSOCIATED WITH CONSTRUCTION IS TO USE ONLY AREAS SHOWN FOR

AND MAY CHANGE DURING CONSTRUCTION AS DIRECTED BY THE RE. TRAFFIC

ENFORCED. LIMITS SHALL BE DEFINED AT THE PRE-CONSTRUCTION MEETING

CONSTRUCTION WHILE ON THE CONSTRUCTION SITE. THESE LIMITS ARE STRICTLY

TRAFFIC ARE REQUIRED BY FAA RULES TO STAY WITHIN THE LIMITS OF

9. CONSTRUCTION LIMITS - ALL SUBCONTRACTOR VEHICLES AND CONSTRUCTION

POINT AT THE TERMINATION OF WORK DAY.

AT ALL TIMES. ALL MECHANICAL EQUIPMENT SHALL BE LOWERED TO ITS LOWEST

ORANGE AND WHITE CHECKERED FLAG ON HIGHEST POINT OF MECHANICAL EQUIPMENT

WHILE OPERATING INSIDE THE FENCE LINE. SUBCONTRACTOR SHALL PROVIDE AN

AIRPORT SHALL BE EQUIPPED WITH FLASHING YELLOW LIGHTS AND COMPANY SIGN

8. CONSTRUCTION VEHICLE MARKING - ALL MOTORIZED VEHICLES OPERATING ON THE

AIRPORT INFORMATION

CTAF: NONE

GROUND CONTROL FREQ: 121.9

UNICOM FREQ: 122.95

MANAGER: MICHAEL LANGUTH 919-840-7701

CITY: RALEIGH/ DURHAM

STATE: NORTH CAROLINA

NAME: RALEIGH-DURHAM INTERNATIONAL AIRPORT

EXISTING EQUIPMENT TO BE MOVED TO NEW SHELTER.

3. REMOVE AND REPLACE EXISTING SHELTER WITH NEW 10'x 16' MALSR SHELTER.

THE ATTENTION OF THE RE IN WRITING.

2. ANY SCHEDULE/SEQUENCE INTERFERENCE SHALL BE IMMEDIATELY BROUGHT TO

IN THE WORK AREA SUCH THAT THERE ARE NO KNOWN INTERFERENCES.

AND PARSONS, THAT IS COORDINATED WITH ALL OTHER PROJECTS

SEQUENCE OF CONSTRUCTION FOR REVIEW AND APPROVAL BY THE FAA, AIRPORT,

1. WITHIN 10 DAYS OF NOTICE OF AWARD THE SUBCONTRACTOR SHALL PREPARE A

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