SUMMARY OF QUANTITIES OF QUANTITIES GN01.0002 PROJECT IDENTIFIER VOLUME NUMBER SHEET NUMBER IA1103 AIRPORTS AUTHORITY METROPOLITAN WASHINGTON AIRPORTS AUTHORITY METROPOLITAN WASHINGTON

3

1 of 1

of 87

SUMMARY OF QUANTITIES

GN01.0002

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

IA1103

AIRPORTS AUTHORITY

METROPOLITAN WASHINGTON

AIRPORTS AUTHORITY


DESIGN DEPARTMENT

OFFICE OF ENGINEERING

REVISION DATE

DATE

NO.

WASHINGTON, D.C.WASHINGTON DULLES INTERNATIONAL AIRPORT

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED

CONSULTING ENGINEERS

CRAWFORD MURPHY & TILLY, INC.

SPRINGFIELD, IL

IA1103GN01.0002.dgn 11/13/2012

AJG

RGT JLR

GKF

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AS SHOWN AT TAXIWAY B

TAXIWAY Y RECONSTRUCTION9 / 17 / 12

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Lic. No. 043615

6:3

3:4

8 P

M

SUMMARY OF QUANTITIES

ITEM

NUMBERDESCRIPTION OF OFFERED ITEM UNIT

QUANTITY

AS-BUILT

QUANTITY

LSMOBILIZATION

MAINTENANCE AND PROTECTION OF AIR TRAFFIC LS

D-705-5.1 6" PVC PERFORATED PIPE

UNDERCUT BACKFILL STONE

SOIL STABILIZATION FABRIC SY

P-209-5.1

P-405-6.2

PAVEMENT MARKING REMOVAL SF

D-751-5.1

017113-1.1

017114-1.1

017114-1.2

017114-1.3

017114-1.4

BEAM BARRICADE

BUCKET BARRICADE

EA

EA

EA

P-603-5.1

P-220-5.1

P-161-5.1

P-621-5.1

UNSUITABLE SUBGRADE UNDERCUT EXCAVATION

PLAIN PCC TEST BATCH

CY

TON

SY

SF

17" PLAIN PCC PAVEMENT

P-501-8.2

SY

TON

LS

LF

P-501-8.1

P-152-4.3

P-152-4.1

CLASS A BARRICADE

P-152-4.2 UNCLASSIFIED EXCAVATION

CY

P-160-5.1

SY

P-304-7.1 SY

TACK COAT GAL

UNDERDRAIN CLEANOUT

CEMENT-TREATED BASE COURSE FOR TAXIWAYS (6")

SY

P-304-7.2 SY

P-405-6.1 SM-12.5A BITUMINOUS SURFACE COURSE TON

IM-19.0A BITUMINOUS INTERMEDIATE COURSE TON

SF

CEMENT-TREATED BASE COURSE FOR SHOULDERS (6")

P-162-5.1 SYGEOGRID FOR SUBGRADE STABILIZATION

D-751-5.2 UNDERDRAIN COLLECTION STRUCTURE

D-751-5.3 UNDERDRAIN DIRECT CONNECTION

SF

PROPOSAL

BASE

D-751-5.5

D-751-5.4

INLET REMOVAL

INLET, 5’X6’

D-701-5.3

D-701-5.2

D-701-5.1 18" REINFORCED CONCRETE PIPE, CLASS IV

24" REINFORCED CONCRETE PIPE, CLASS IV

STORM DRAIN PIPE REMOVAL

TEMPORARY PAVEMENT MARKING

P-152-4.4 SHOULDER ADJUSTMENT

1

10

1

4

4

265

LF

LF

145

ITEM

NUMBERDESCRIPTION OF OFFERED ITEM UNIT

QUANTITY

AS-BUILT

QUANTITY

312514-1.1

312514-1.2 STORMWATER POLLUTION PREVENTION

INLET PROTECTION

SODDING

L-110-5.1

L-110-5.2

LF

LS

L-110-5.3

PROPOSAL

BASE

329200-1.1

329200-1.2

SEEDING

EA

EA

LS

260543.1

LF

L-108-5.1 UNDERGROUND CABLE, 1-1/C #6 AWG, 5KV, L-824C, IN DUCT/CONDUIT LF

ELECTRICAL REMOVALS LS

EA

EA

EA

COUNTERPOISE CABLE, 1-1/C #6 AWG BARE SOILD COPPER, ABOVE DUCT/CONDUIT

FURNISH AND INSTALL 4’X4’ MANHOLE, AIRCRAFT LOADING

TEMPORARY ELECTRICAL WORK

L-125-7.4

L-125-7.3

L-125-7.2

CONNECT NEW CONDUIT/DUCT TO EXISTING LIGHT BASE OR CONDUIT/DUCT, ANY SIZE

2-WAY, 4-INCH SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED

L-125-7.1

ACRE

EA

EA

1

P-620-5.2 SF

P-620-5.3

PAVEMENT MARKING - EPOXY

P-620-5.1 PAVEMENT MARKING - WATERBORNE

SY

P-152-4.6

P-152-4.5 TOPSOIL STRIPPING

EMBANKMENT CY 2,800

8,900

4,700

19,500

PCC PAVEMENT REMOVAL, 23" DEPTH

BITUMINOUS PAVEMENT REMOVAL, 11" DEPTH 22,100

7,050

7,050

11,000

7,200

48,100

49,400P-301-5.1 SOIL CEMENT SUBGRADE COURSE 12" SY

23,700

3,200

4,350

43,300

14,300

17

EAL-125-7.10ON EXISTING LIGHT BASE

ISOLATION TRANSFORMER, FOR REINSTALLING EXISTING TAXIWAY EDGE LIGHT FIXUTRE4

5

6

11,000

12,000

10,420

17

330

13

1,600SY

6.0

1

10

4

2L-126-6.1

L-126-6.2 FURNISH AND INSTALL GUIDANCE SIGN, L-858, SIZE 3, ANY LENGTH EA 14

REPLACEMENT SIGN PANELS FOR L-858 SIGN, SIZE 3, ANY LENGTH

IN PCC PAVEMENT

L-852C/D TAXIWAY CENTERLINE LIGHT, IN-PAVEMENT, INSTALLED ON L-868B LIGHT BASE

L-804 RUNWAY GUARD LIGHT, ELEVATED, INSTALLED ON L-867B LIGHT BASE IN AC PAVEMENT

IN PCC PAVEMENT

L-852G RUNWAY GUARD LIGHT, IN-PAVEMENT, INSTALLED ON L-868B LIGHT BASE

L-868B LIGHT BASE

L-852C/D TAXIWAY CENTERLINE LIGHT, IN-PAVEMENT, INSTALLED ON EXISTING

L-868B LIGHT BASE WITH BLANK COVER PLATE IN PCC PAVEMENT

L-861T TAXIWAY EDGE LIGHT, ELEVATED, INSTALLED ON L-867B LIGHT BASE IN AC PAVEMENT EAL-125-7.5

L-110-5.4 6-WAY, 4-INCH SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED

16

2

13

1

LF

EA

10

EA

LF

LF

LF

EA

EA

EA

EA

EA

870

30,250

26,200

AGGREGATE BASE COURSE

47,100

2,600

350

30

375

7,100

1

LF 5,000L-108-5.2 UNDERGROUND CABLE, 2-1/C #6 AWG, 5KV, L-824C, IN DUCT/CONDUIT

L-108-5.3

1,200

2-INCH SCHEDULE 40 PVC CONDUIT, CONCRETE ENCASED

1EA262506.1 FURNISH AND INSTALL 30KW REGULATOR

1,150

L-125-7.7

L-125-7.8

L-125-7.9

P-620-5.4 TEMPORARY TAXIWAY REFLECTORS EA 8

L-112-5.1 HORIZONTAL DIRECTIONAL DRILLING, 4 INCH LF 640

L-125-7.6 EAL-861T TAXIWAY EDGE LIGHT, ELEVATED, INSTALLED ON EXISTING L-867B LIGHT BASE

L-126-6.3 EA 5RELOCATE EXISTING GUIDANCE SIGN, L-858, SIZE 3, ANY LENGTH

L-126-6.4 EA 1SIGN PANELS

RELOCATE EXISTING GUIDANCE SIGN, L-858, SIZE 3, ANY LENGTH WITH REPLACEMENT

EA 4

EA 4

EA 2

260543.2

260543.3

260543.4

FURNISH AND INSTALL MANHOLE CHIMNEY, AIRCRAFT LOADING

RAISE EXISTING MANHOLE TO GRADE

FURNISH AND INSTALL MANHOLE PRECAST TOP WITH NEW FRAME AND COVER

101

9

260522.2

260522.3

EA

EA 1

1260522.1

IRGL MASTER CONTROL UNIT

LF 100

FIELD CONTROL UNIT FOR IRGL

FO CABLE, WITH INNERDUCT, INSTALLED IN DUCT/CONDUIT

SHEET NAME

1 ADDENDUM NO. 1

1

1

1

1

11/15/12

NO

RT

H

SC

AL

E IN

FE

ET

05

0100

MA

TC

H T

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ET C

V02.0

102

CV02.0101

DEMOLITION 1

35’

(TY

P.)

T/W

Y4

T/W Z

T/W Y

T/W Y4

E: 100700.00

N: 106139.50

STA. 91+41.50

CV05.0101

1

2CV04.0001

1CV04.0001

SLABS TO REMAIN

1 FOOT INTO EXISTING

SAWCUT APPROXIMATELY

NOTES

SEE NOTE 1

7.)

6.)

5.)

4.)

3.)

2.)

1.)

SEE EL02.0001 TO EL02.0003 FOR ELECTRICAL DEMOLITION ITEMS.

BE REPAIRED AT NO COST TO THE AUTHORITY.

CONTRACTOR’S ACTIVITIES THAT DAMAGE PAVEMENT SHALL

AVOID DAMAGING EXISTING PAVEMENT THAT IS TO REMAIN.

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

WHERE NOTED.

ADJUST REMOVAL LIMITS TO EXISTING PAVEMENT JOINT, EXCEPT

STATIONING FOR REMOVAL LIMITS IS APPROXIMATE. IF NEEDED,

MARKING OF EXISTING UTILITIES.

NO ADDITIONAL PAYMENT WILL BE MADE FOR TEST PITTING AND

UTILITIES.

BREAKING ACTIVITIES TO AVOID BREAKING AND/OR DAMAGING

PCC PAVEMENT. CONTRACTOR SHALL ADJUST HIS PAVEMENT

CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO BREAKING

DURING DEMOLITION AND RECONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE

CV05.0101 FOR PAVEMENT REMOVAL DETAIL.

DOUBLE SAWCUT ALONG ALL LIMITS OF REMOVAL. SEE SHEET

MWAA COMM

MWAA COMM

91+41.50

T/W Y37.50’ RT

72.50’ LT

91+41.50

T/W Y86.78’ LT

35’

3

GEOMETRY LOCATION

1

5

STATION OFFSET

2

3

4

91+56.39

T/W Y37.50’ RT

2 1

4

5

6

91+41.50

T/W Y51.78’ LT6

(TY

P.)

1

5

2

3

4

6

UTH

LOCATION

UTILITY DEPTH

DEPTH

7

8

3’-6"

4’-0"

6’-0"

4’-0"

4’-6"

4’-3"

2’-2"

4’-2"

UTILITIES WITHIN THE PROJECT LIMITS.

LOCATIONS AND DEPTH OF ALL EXISTING

CONTRACTOR IS REQUIRED TO CONFIRM

AND DEPTHS ARE APPROXIMATE.

UTILITY TEST HOLE (UTH) LOCATIONS

NOTE:

91+56.39

T/W Y72.50’ RT

88+96.18

T/W Y

14

3CV05.0101

ADDENDUM NO. 11 11/15/12

1

PROJECT IDENTIFIER

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1103CV02.0101.dgn 11/13/2012

AJG

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of 87

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Lic. No. 043615

4:3

9:0

8 P

M

NO

RT

H

KEY PLAN

T/L D

T/L C

T/L B

CO

NC.

B

CO

NC.

D

Y3Y4 Y5

Y6

01C-19C

Z

Y

Y7

1 2 3

GR

AV

EL

DI

RT

DI DI

14+0

0

12+0

0

10+00

13+0

0

99+00

93+00

99+00

94+00 89+0090+0091+0092+0095+00

95+00 94+00 93+00 92+00 91+00 90+00 89+00

9+00

8+00

7+00

6+00

5+00

96+0097+0098+00

11+00

12+00

13+00

14+00

11+0

0

96+0097+0098+00

10+0

0

LEGEND

CUT SECTION

CAN BE FOUND

CUT SECTION DETAIL

SHEET NUMBER WHERE

EXISTING STORM SEWER

CV##.####

X

EXISTING ELECTRICAL

UTILITY DEMOLITION

EXISTING SIGN

GEOMETRY LOCATIONS#

EXISTING COMMUNICATION

EXISTING PERFORATED UNDERDRAIN PIPE

EXISTING NON-PERFORATED UNDERDRAIN PIPE

EXISTING TAXIWAY LIGHTS

EXISTING UNDERDRAIN CLEANOUTCO

#SEE TABLE ON SHEET CV02.0101.

UTILITY DEPTH LOCATION

(P-152)


REMOVAL (P-160)

5" BITUMINOUS AND 6" CTBC SHOULDER

CONC

CONC

"DUCT 6"MARKER

VAULTELEC

VAULT

ELEC MH

ELEC MH

ELEC LID

INV IN(SOUTH)=271.08

INV IN(EAST)=264.28

INV OUT(WEST)=264.08

TOP=276.23

GRATE INLET

#4669

INV OUT(NORTH)=272.29

TOP=275.89

GRATE INLET

#4200OUT(#4813) =271.97

TOP=277.17

GRATE INLET

#4351

INV OUT(#3634)=269.62

INV IN(6" UD)=270.52

TOP=273.42

GRATE INLET

#3662

CO

CO

CO CO

CO

CO

CO

CO

CO

CO

CO

6" P

VC

LIDELEC

18" RCP

PUD

PUD

PUD

UD

UD

PUD

SHEET NAME

NO

RT

H

SC

AL

E IN

FE

ET

05

0100

MA

TC

H T

O S

HE

ET C

V02.0

101

CV02.0102

MA

TC

H T

O S

HE

ET C

V02.0

103

DEMOLITION 2

T/W Z3

(TY

P.)

T/W Z

T/W Y

T/W Y

5

SEE NOTE 1

SEE NOTE 1

R=100’ R

=100’

R=25’

GEOMETRY LOCATION

1

5

STATION OFFSET

2

3

4

STATION

E: 100700.00

N: 105417.85

Z3 STA. 6+75.00

Y STA. 84+19.85

1 1CV04.0001

SLABS TO REMAIN

5 FEET INTO EXISTING

SAWCUT APPROXIMATELY

PROTECT FROM DAMAGE.

EXISTING ASR DUCTBANK.

MWAA COMM

MWAA COMM

NOTES

7.)

6.)

5.)

4.)

3.)

2.)

1.)






WHERE NOTED.





UTILITIES.








85+57.35

T/W Y139.64’ RT

OFFSET

80+45.64

T/W Y87.33’ LT

80+65.34

T/W Y66.36’ LT

37.50’ LT

PROTECT FROM DAMAGE

EXISTING ASR DUCT BANK.

CV05.0101

1

(TY

P.)

2 7

8

E: 100762.62

N: 105417.85

STA. 8+42.64

6

7

8

9

10

11

12

13

3

4

6

5

9 11

12 1310

8

7

35’

35’

35’

(TY

P.)

85+29.60

T/W Y

84+86.75

T/W Y

84+80.53

T/W Y

83+60.33

T/W Y

83+53.69

T/W Y

83+10.27

T/W Y

80.66’ RT

68.93’ RT

62.57’ RT

62.66’ RT

69.37’ RT

81.00’ RT

82+82.66

T/W Y

83+25.12

T/W Y

81+30.63

T/W Y

80+70.91

T/W Y

139.76’ RT

113.79’ LT

90.83’ LT

1CV05.0101

1

15

3CV05.0101


1

PROJECT IDENTIFIER

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1103CV02.0102.dgn 11/13/2012

AJG

RGT JLR

GKF

DRH

FDH



of 87

AI

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FOHTLAEW

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ESSIONAL EN

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RICHARD G. THUMA

Lic. No. 043615

4:4

1:4

4 P

M

NO

RT

H

KEY PLAN

T/L D

T/L C

T/L B

CO

NC.

B

CO

NC.

D

Y3Y4 Y5

Y6

01C-19C

Z

Y

Y7

1 2 3

GR

AV

EL

DI

RT

88+00 87+00 86+00 85+00 84+00 83+00 82+00 81+00 80+00 79+00

88+00 87+00 86+00 85+00 84+00 83+00 82+00 81+00 80+00 79+00

5+00

6+00

7+00

8+00

9+00

11+0

0

12+0

0

13+0

0

10+0

0

13+00

14+00

10+00

9+00

8+00

7+00

LEGEND

CUT SECTION

CAN BE FOUND

CUT SECTION DETAIL

SHEET NUMBER WHERE


CV##.####

X

EXISTING ELECTRICAL

UTILITY DEMOLITION

EXISTING SIGN

GEOMETRY LOCATIONS#








(P-152)


REMOVAL (P-160)


CONC PAD

CONC PAD

MH ASR4C

MH ASR4C

MH

MH

"DUCT "MARKER

DUCT "8"MARKER

DUCT "6"MARKER

DUCT "4-9"MARKER

DUCT "4-9"MARKER

"DUCT"MARKER

ELEC LID

ELEC MH

ELEC MH

ELEC LID

ELEC LID

ELEC MH

ELEC LID

ELEC LID

ELEC LID

INV OUT(#4811)=272.03

TOP=278.53

GRATE INLET

#3101

INV OUT(WEST)=263.00

INV IN(#3627)=263.55

INV IN(#3662)=267.55

TOP= 271.05

GRATE INLET

#3634

INV OUT(#3634)=264.83

INV IN(#3156)=264.93

GRATE INLET

#3627

TOP=273.86

GRATE INLET

#3172

CO

CO

24" RCP

24" RCP

27" R

CP

18" RCP

UD

PUD

SHEET NAME

PROJECT IDENTIFIER

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1103CV02.0103.dgn 11/13/2012

AJG

RGT JLR

GKF

DRH

FDH



of 87

AI

NIG

RIV

FOHTLAEW

N

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OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

4:4

3:0

6 P

M

NO

RT

H

KEY PLAN

T/L D

T/L C

T/L B

CO

NC.

B

CO

NC.

D

Y3Y4 Y5

Y6

01C-19C

Z

Y

Y7

1 2 3

GR

AV

EL

DI

RT

11+00

70+00

70+00

69+00 68+00 67+0071+0072+0073+0074+0075+0076+0077+0078+00

76+0077+00 74+0075+00 72+0073+00 71+00 69+00 68+00 67+00

10+00

9+00

6+00

5+00 5+00

6+00

7+00

78+00

14+0

0

12+00

200+00

100+00

199+00

198+00

197+00

196+00

195+00

194+00

193+00

192+00

99+00

98+00

97+00

LEGEND

CUT SECTION

CAN BE FOUND

CUT SECTION DETAIL

SHEET NUMBER WHERE


CV##.####

X

EXISTING ELECTRICAL

UTILITY DEMOLITION

EXISTING SIGN

GEOMETRY LOCATIONS#








(P-152)


REMOVAL (P-160)


CONC CONC

CONC

ASPH PAD

ASPH PAD

CONC

"DUCT"MARKER

"DUCT"MARKER

"1W2PWR"MARKER "1W2RWSL"

MARKER

"1W2 PWR"MARKER

"1W2 PWR"MARKER

ELEC MH

ELEC MH

BOXELEC LID

ELEC

LIDELEC

ELEC MH

ELEC MH

ELEC MHELEC MH

VAULTELEC

VAULT

ELEC MH

ELEC MH

ELEC LID

FAA MH

ELEC MH

ELEC MH

FAA MH

ELEC MH

LIDELEC

VAULT

ELEC MH

ELEC MH

ELEC LID

ELEC LIDCOMM MH

FAA MH

INV OUT(#1928)=277.12

TOP=282.02

GRATE INLET

#1523

INV OUT(#3427)=275.86

INV IN(#1523)=276.21

TOP=281.71

GRATE INLET

#1928

INV OUT(#3513)=275.36

TOP=280.46

GRATE INLET

#1981

TOP=274.57

GRATE INLET

#3178

INV OUT(#3178)=272.25

TOP=272.72

GRATE INLET

#3188

INV OUT=274.69

TOP=277.99

#1947

GRATE INLET

INV OUT(#2204)=272.76

INV IN(#1947)=272.86

TOP=276.36

GRATE INLET #1260

INV IN(#1260)=272.11

INV OUT(#2332)=271.96

TOP=278.51

GRATE INLET

#2004CO

CO

CO

CO CO

CO

VENT

VENT

CO

CO

CO

MARKERCONC

MHELEC FAA MH

6" PVC UD

6" P

VC UD

18" RCP

18" RCP

18"

RC

P

18" RCP

24" RCP

24" R

CP

UD

UD

PUD

PUD

PUD

PUD

UD

PU

D

PUD

PUD

UD

PUD

NO

RT

H

SC

AL

E IN

FE

ET

05

0100

MA

TC

H T

O S

HE

ET C

V02.0

102

T/W Z

T/W Y

T/W Y

7

T/W Y6

CV02.0103

DEMOLITION 3

T/W

B

T/W

A

CV05.0101

35’

(TY

P.)

35’

(TY

P.)

35’

(TY

P.)

35’

(TY

P.)

T/W

B

T/W Y

7

STRUCTURE

REMOVE INLET

STRUCTURE

REMOVE INLET

35’

(TY

P.)

35’

(TY

P.)

SEE NOTE 1

17

1

3

R=100’

2

R=10

0’

R=100’

R=100’ R

=10

0’

R=100’

E: 100987.95

N: 104416.03

STA. 99+62.94

E: 100987.94

N: 104091.03

STA. 199+62.94

SEE NOTE 1

SEE NOTE 1

GEOMETRY LOCATION

1

5

STATION OFFSET

2

3

4

STATION OFFSET

7

11

8

9

10

6 12

STATION OFFSET

13

17

14

15

16

E: 100700.00

N: 104416.03

A STA. 96+75.00

Y STA. 74+18.03

FROM DAMAGE

TO REMAIN. PROTECT

EXISTING STRUCTURE

E: 100700.00

N: 104091.03

B STA. 196+75.00

Y STA. 70+93.03

16


EXISTING STRUCTURE TO REMAIN.


EXISTING STRUCTURE TO REMAIN.

SEE NOTE 1

1CV04.0001

1CV04.0001

1

18" RCP

REMOVE 255 LF

24" RCP

REMOVE 110 LF

HMA AND CTB AT BUTT JOINT

VERTICAL SAWCUT THROUGH

STRUCTURE

REMOVE INLET

NOTES

R=100’

R=100’

MWAA COMM

MWAA COMM

MWAA COMM

MWAA COMM

MWAA COMM

MWAA COMM

78+20.14

T/W Y287.97’ RT

75+55.14

T/W Y137.80’ RT

75+54.95

T/W Y188.05’ RT

187.87’ RT

72+30.09

T/W Y187.71’ RT

72+30.09

T/W Y137.64’ RT

187.50’ RT

72+80.14

T/W Y137.64’ RT

66+92.70

T/W Y288.16’ RT

69+55.14

T/W Y137.76’ RT

74+16.05

T/W Y37.50’ LT

77+05.45

T/W Y87.39’ LT

76+86.08

T/W Y87.39’ LT

69+55.07

T/W Y

PROTECT FROM DAMAGE

MWAA COMM

1 1CV05.0101

1CV05.0101

4 5

67

8

9

STRUCTURE

REMOVE INLET

10

11

12

13

14

15 E: 100700.00

N: 103686.49

STA. 66+88.493 1

2

46

5

72+80.14

T/W Y

66+88.49

T/W Y

66+88.49

T/W Y

72.76’ RT

76+40.46

T/W Y102.81’ LT

72.50’ LT

76+39.96

T/W Y101.95’ LT

REMOVAL

PAVEMENT

BITUMINOUS

76.7’

CUT AT REMOVAL LIMITS

ENSURE A CLEAN RCP

16

3CV05.0101

COMPLETE PHASE 2. SEE DETAIL ON SHEET CV03.0305.

A TEMPORARY PCC PAVEMENT SECTION WILL BE REQUIRED TO






WHERE NOTED.





UTILITIES.








8.)

7.)

6.)

5.)

4.)

3.)

2.)

1.)

1CV04.0001

CV05.0101


1

SHEET NAME

MA

TC

H T

O S

HE

ET C

V03.0

402

T/W Z

T/W Y

T/W Y

7

T/W Y6

CV03.0403

T/W

B

DRAINAGE IMPROVEMENTS 3

NOTES

2.)

1.)

PRESENT.

SHALL NOTIFY COTR PROMPTLY IF ANY CONFLICTS ARE

TO VERIFY DEPTH OF EXISTING UTILITIES. CONTRACTOR

CONTRACTOR SHALL EXPOSE ALL UD AND UTILITY CROSSINGS

PRIOR TO STARTING UNDERDRAIN (UD) INSTALLATION,

CONSTRUCTION.

INVERTS AND STRUCTURES ELEVATIONS PRIOR TO

CONTRACTOR SHALL VERIFY EXISTING CABLES, UTILITIES,

NO

RT

H

SC

AL

E IN

FE

ET

05

0100

T/W

A

EXISTING 24" RCP

CONNECT TO

ACV05.0301

DCV05.0301

EXISTING RCP

CONNECT TO

EXISTING 18" RCP

CONNECT TO

PCC COLLAR

WITH NEW FRAME AND

REPLACE EXISTING CO

40

PCC COLLAR

WITH NEW FRAME AND

REPLACE EXISTING CO


1

1

PROJECT IDENTIFIER

SHEET NAME

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1103CV03.0403.dgn 11/13/2012

AJG

RGT JLR

GKF

DRH

FDH



of 87

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

4:4

4:2

8 P

M

NO

RT

H

KEY PLAN

T/L D

T/L C

T/L B

CO

NC.

B

CO

NC.

D

Y3Y4 Y5

Y6

01C-19C

Z

Y

Y7

1 2 3

GR

AV

EL

DI

RT

CO

CO

CO

CO CO

CO

CO

CO

PUD

UD

UD

PUD

PUD

PUD

PUD

PUD

PUD

PUD

PUD

UD

PU

D

PUD

PUD

11+00

70+00

70+00

69+00 68+00 67+0071+0072+0073+0074+0075+0076+0077+0078+00

76+0077+00 74+0075+00 72+0073+00 71+00 69+00 68+00 67+00

10+00

9+00

8+00

7+00

6+00

5+00 5+00

6+00

7+00

78+00

14+0

0

12+00

200+00

100+00

199+00

198+00

197+00

196+00

195+00

194+00

193+00

192+00

99+00

98+00

97+00

LEGEND

DETAIL

DETAIL CAN BE FOUND

SHEET NUMBER WHERE

CO-#

CS-#

X

CO

IN-#

EXISTING STORM SEWER INLET

NEW INLET STRUCTURE

EXISTING CLEANOUT

NEW DIRECT CONNECTION

NEW COLLECTION STRUCTURE

NEW CLEANOUT

EXISTING CONDUIT / DUCT

TAXIWAY LIGHTS


EXISTING STORM SEWER PIPE



NEW STORM SEWER PIPE

NEW NON-PERFORATED UNDERDRAIN PIPE

NEW PERFORATED UNDERDRAIN PIPEPUD

UD

DC

CV##.####

UD UD

PUDPUD

PUDPUD

PUD

PU

D

PUDPUD

PUDPUD

PU

D

PU

D

PUD

PUD

PU

D

PU

D

PU

D

UD

PU

D

PUD

PUDPUD

PUD

PU

D

PUD

UD

PUD PUD PUD

UD

UD

PU

D

PUD PUD

COCO CO

COCO CO

PUD PUD

PUD PUD

PUD

PUD PUD

PUD PUD

PUD

PUD PUD PUD

PUD PUD PUD

PUD

PUD

PUD

PUD

PUD

PUD

PUD

PUD

PUD

PUD

PU

D

PU

D

PU

D

PU

D

PU

D

PU

D

PUD

PU

D

DC

UD

UD

UD

UD

PUD

UD

PUD

I.E. = 276.21 IN S

I.E. = 275.86 OUT E

I.E. = 278.49 IN N

RIM EL 284.16

STA 72+70.70 O/S 161.07’ R

(EXISTING #1928)

NEW INLET #01

I.E. = 271.96 OUT SW

I.E. = 272.11 IN N

RIM EL 278.51

STA 68+51.20 O/S -284.17’ L

EXISTING INLET#2004

437’ of 6" @ 0.30%

PVC PIPE

223’ of 6" @ 1.07%

PVC PIPE

378’ of 6" @ 0.40%

PVC PIPE

69’ of 6" @ 3.75%

PVC PIPE

340’ of 18" @ 0.41%

RCP - EXISTING

474’ of 6" @ 0.30%

PVC PIPE

340’ of 18" @ 0.75%

RCP - EXISTING

I.E. = 275.36 OUT E

I.E. = 275.85 IN S

RIM EL 277.47

STA 76+70.46 O/S 160.94’ R

EXISTING INLET#1981

I.E. = 278.90 IN E

I.E. = 278.90 OUT N

RIM EL 282.32

STA 77+00.84 O/S -84.18’ L

CO #02

6" CIRCULAR @ 0.30%

PVC PIPE

392’ of 6" @ 0.30%

PVC PIPE

I.E. = 279.53 OUT S

RIM EL 283.07

STA 78+17.34 O/S 281.68’ R

CO #11

I.E. = 280.45 IN W

I.E. = 279.55 OUT S

I.E. = 280.45 IN E

RIM EL 284.27

STA 73+50.23 O/S 175.20’ R

CS #19

283’ of 6" @ 0.30%

PVC PIPE

I.E. = 281.30 OUT W

I.E. = 281.30 OUT E

RIM EL 284.42

170.20’ R

STA 71+81.23 O/S

CO #18

I.E. = 281.30 IN E

I.E. = 280.40 OUT S

I.E. = 281.30 IN W

RIM EL 285.20

170.20’ R

STA 70+05.23 O/S

CS #22

I.E. = 277.33 OUT N

I.E. = 277.83 IN N

RIM EL 282.26

161.25’ R

STA 69+37.29 O/S

NEW INLET #02

I.E. = 275.98 OUT NE

I.E. = 276.88 IN E

RIM EL 280.39

-358.82’ L

STA 71+52.42 O/S

CS #23

I.E. = 275.23 OUT SE

I.E. = 276.13 IN E

RIM EL 279.82

-362.43’ L

STA 70+33.98 O/S

CS #17

I.E. = 273.06 OUT S

I.E. = 274.84 IN NW

I.E. = 273.31 IN N

RIM EL 278.65

-306.04’ L

STA 69+16.77 O/S

NEW INLET #04

0.64%

306’ of 24" @

RCP-EXISTING

30’ of 18" @ 0.70%

RCP I.E. = 282.36 OUT N

RIM EL 285.87

STA 67+03.34 O/S 49.55’ R

CO #21

I.E. = 282.80 OUT N

RIM EL 286.32

STA 66+95.90 O/S 281.72’ R

CO #20

352’ of 6" @ 0.30%

PVC PIPE

I.E. = 281.97 OUT N

RIM EL 285.45

STA 67+03.43 O/S -49.16’ L

CO #15

69’ of 24" @ 1.38%

RCP-EXISTING

324’ of 6" @ 1.07%

PVC PIPE

130’ of 6" @ 0.30%

PVC PIPE

283’ of 6" @ 1.17%

PVC PIPE

151’ of 6" @ 0.30%

PVC PIPE

349’ of 18" @ 0.39%

RCP

I.E. = 275.53 IN SW

I.E. = 274.69 OUT S

RIM EL 277.99

STA 72+61.87 O/S -254.76’ L

(EXISTING #1947)

NEW INLET #03

I.E. = 280.19 OUT SW

RIM EL 283.69

STA 72+27.32 O/S -96.08’ L

CO #14

I.E. = 280.21 OUT N

RIM EL 283.64

STA 72+73.34 O/S -86.07’ L

CO #13

I.E. = 279.59 OUT N

I.E. = 279.59 IN S

RIM EL 284.65

STA 69+22.97 O/S -87.80’ L

CO #16

81’ of 6" @ 1.32%

PVC PIPE

283’ of 6" @ 0.30%

PVC PIPE

I.E. = 278.36 IN E

I.E. = 276.40 OUT N

I.E. = 277.51 IN W

RIM EL 283.87

STA 74+86.23 O/S 162.70’ R

CS #12

184’ of 6" @ 0.30%

PVC PIPE

280

276

277

278

279

281

281

281

282

282

282

283

280

276

277

278

279

281

281

281

282

282

282

283

283

283

280

277

278

279

281

282

282

282

283

283

283

284

284

280

277

278

279

281

281

281

282

283

284

280

281

282

283

284

280

280

280

285

285

279

279

281

282

282

282

283

283

283

284

284

284

280

280

280

285

278

278

279

279

281

282

283

284

284

284

280

280

280

285

278

278

279

279

281

282

283

284

280

285

285

285

278

278

279

279

281

282

283

283

283

284

284

284

280

280

285

285

285

279

279

281

282

283

283

283

284

284

284

286

286

285

285

285

281

282

283

283

283

284

284

284

286

286

285

285

285

282

283

284

284

284

286

282

283

281

282

283

283

283

282

282

283

283

283

282

283

284

282

283

284

282

283

284

284

284

265265270270275275280280285285285262262263263264264266266267267268268269269271271272272273273274274276276277277278278279279281281

281

282282

282

283283

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284

55101015152020252530303535404045455050555560606565707075758080858590909595100100105105110110115115120120125125130130135135140140145145150150155155160160165165170170175175180180185185190190195195200200205205210210215215220220225225230230235235240240245245250250255255260260265265270270275275280280285285

285

285

285

1122334466778899111112121313141416161717181819192121222223232424262627272828292931313232333334343636373738383939414142424343444446464747484849495151525253535454565657575858595961616262636364646666676768686969717172727373747476767777787879798181828283838484868687878888898991919292939394949696979798989999101101102102103103104104106106107107108108109109111111112112113113114114116116117117118118119119121121122122123123124124126126127127128128129129131131132132133133134134136136137137138138139139141141142142143143144144146146147147148148149149151151152152153153154154156156157157158158159159161161162162163163164164166166167167168168169169171171172172173173174174176176177177178178179179181181182182183183184184186186187187188188189189191191192192193193194194196196197197198198199199201201202202203203204204206206207207208208209209211211212212213213214214216216217217218218219219221221222222223223224224226226227227228228229229231231232232233233234234236236237237238238239239241241242242243243244244246246247247248248249249251251252252253253254254256256257257258258259259261261262262263263264264266266267267268268269269271271272272273273274274276276277277278278279279281281

281

282282

282

283283

283

284284

284

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283284

284

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CV05.0301

C

UDCV04.0102

SA

WC

UT

PAVEMENT

1/4" BELOW

SEE NOTE 1

BACKER ROD MATERIAL

P.C.C. PAVEMENT

EXISTING BASE COURSE

CONCRETE PAVEMENT

NEW BITUMINOUS

SEALING FILLER

ITEM P-605 JOINT

1/2"

1/4"

AS N

EE

DE

D

1.)

NOTE

N.T.S.

AND BITUMINOUS PAVEMENT

JOINT BETWEEN P.C.C. PAVEMENT

SEALING JOINT SHALL BE INCLUDED IN THE COST OF ITEM P-405.

THE ENTIRE LENGTH OF PROJECT. COST OF SAWING AND

CONCRETE PAVEMENT SHALL BE SAWED AND SEALED ALONG

JOINT BETWEEN P.C.C. PAVEMENT AND BITUMINOUS

SJ

44

1 of 1

of 87

CV05.0001

JOINTING DETAILS 1ADDENDUM NO. 11 11/15/12

1

PROJECT IDENTIFIER

VOLUME NUMBER

SHEET NUMBER

IA1103

AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT


REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

IA1103CV05.0001.dgn 11/13/2012

AJG

RGT JLR

GKF

DRH

FDH



AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL EN

GIN

EE

R

RICHARD G. THUMA

Lic. No. 043615

5:3

8:2

7 P

M

SYMBOL

d

T/2 + d/2

d

T/2 + d/2T/2 + d/2

d

T

THIS SIDE POURED FIRST

SEALANT

PREFORMED JOINT

ITEM P-605 6 CELL

SEALANT

PREFORMED JOINT

ITEM P-605 6 CELL

CONSTRUCTION JOINTS

CONTRACTION JOINTS

T

EXPANSION AND SLIP JOINTS

COATED DOWEL BAR

PAINTED OR EPOXY COATED DOWEL BAR

PAINTED OR EPOXY

T

SEE NOTE 5

INSTALL DOWEL BAR

PRIOR TO PAVING

LUBRICATE THIS SIDE

DOWEL BAR

DRILL AND EPOXY

EXISTING PAVEMENT

DOWEL BAR

DRILL AND EPOXY

PRIOR TO PAVING

LUBRICATE THIS SIDE

(MIN.)

DOWEL BAR SCHEDULE

T DIAMETER LENGTH SPACING

TO PAVING

DOWEL BAR, LUBRICATE PRIOR

PAINTED OR EPOXY COATED

SEE NOTE 5

INSTALL DOWEL BAR

DOWEL BAR

DRILL AND EPOXY

SLAB

PCC

EXISTING

6"

6"6"

17" = T2

T2

4

t

T+T/4

T

JOINT SEALER

ITEM P-605 SILICONE

"43

RE

CO

MM

EN

DA

TIO

N

MA

NU

FA

CT

UR

ER

PE

R J

OIN

T S

EA

L

SYMBOL SYMBOL

SYMBOL

FIRMLY IN PLACE DURING PLACEMENT OF THE SECOND SLAB.

TO THE BOTTOM OF THE FIRST SLAB, AND SHALL BE HELD

FIBERBOARD SHALL BE INSTALLED TO ENSURE FULL CONTACT

NOTE:

SYMBOL

17 18"20"1 1/2"

1 5/8"

1/2" + 1/16"

3/8" BELOW PAVEMENT 1/2" + 1/16"

ITEM P-501.

BEVELING INCIDENTAL TO

SIDES OF WIDENED SUWCUT.

1/4" BEVELED EDGE BOTH

1 5/8" (MIN.)

PRIOR TO PAVING.

LUBRICATE FREE END

COATED DOWEL BAR.

PAINTED OR EPOXY

1/4"

MATERIAL

PREMOLDED COMPRESSIBLE

3/4" NON-EXTRUDINGMATERIAL

PREMOLDED COMPRESSIBLE

3/4" NON-EXTRUDING

3/8" BELOW PAVEMENT

JOINT FILLER

3/4" EXPANSION

(4 REQUIRED)

STOP BAR 3" FROM JOINTS

CONTINUOUS BETWEEN JOINTS

1" DIA. REINFORCING BARS

T/2 + d/2

d

THIS SIDE POURED FIRST

COATED DOWEL BAR

PAINTED OR EPOXY

SEE NOTE 5

INSTALL DOWEL BAR

PRIOR TO PAVING

LUBRICATE THIS SIDE

SYMBOL

OPERATIONS

BARS DURING PAVING

SUPPORT DOWEL

NOT LESS THAN 10’

TO NEAREST JOINT BUT

PAVEMENTBELOW 3/8"

SIDES

BOTH

RADIUS

FORMED

1/4" - 3/8"

ROD

BACKER

21"

TO ITEM P-501.

BEVELING INCIDENTAL

WIDENED SAWCUT.

BOTH SIDES OF

1/4" BEVELED EDGE

THICKNESS MINIMUM

ONE-QUARTER SLAB

INITIAL SAWCUT TO

N.T.S.

TYPE C DOWELED JOINT

N.T.S.

TYPE E DOWELED (BUTT)

N.T.S.

OPTIONAL TYPE E DOWELED (BUTT)

N.T.S.

SPECIAL DOWELED CONSTRUCTION JOINT

N.T.S. N.T.S.

TYPE A THICKENED EDGE ISOLATION JOINT

N.T.S.

SLIP / ISOLATION JOINT SEALANT

T T

NEAREST JOINT

CV03.0101

C

CV03.0101

E ECV03.0101

SCV03.0101

CV03.0103

A1 ACV03.0101

J1

CV03.0103

CV03.0102

CV03.0103

CV03.0102

CV03.0103

CV03.0102

CV03.0103

CV03.0102

T

T / 2T / 4

T / 4

THICKENED EDGE ISOLATION JOINT WITH DOWELS

CV03.0103

CV03.0102

CV05.0001

INSTALLATION.

DURING & AFTER CONCRETE PLACEMENT.

JOINT NOTES

A.

B.

ALL EXPOSED JOINT EDGES SHALL BE EDGED WITH AN APPROVED

THE INITIAL SAWCUT FOR ALL LONGITUDINAL AND TRANSVERSE

CONTRACTION JOINTS SHALL BE SAWED AS SOON AS POSSIBLE,

ALL DOWEL BARS SHALL BE SECURELY HELD IN PLACE BY MEANS

OF A DOWEL BAR ASSEMBLY WHICH WILL INSURE THAT THEY

WILL REMAIN PARALLEL TO THE PAVEMENT LANES. THE DOWEL

BAR ASSEMBLIES SHALL BE APPROVED BY THE COTR PRIOR TO

SUPPORT PINS OR OTHER APPROVED METHODS TO PREVENT SHIFTING

DOWEL BARS SHALL BE INSTALLED IN BUTT JOINTS BY ONE OF THE

FOLLOWING METHODS:

SET IN FORMS OR DOWEL BASKETS PRIOR TO P.C.C. PAVING.

THICKER PAVEMENT.

ON BOTH SIDES OF THE EXPANSION JOINT SHALL BE BASED ON THE

PAVEMENT THICKNESSES THE THICKNESS OF THE THICKENED EDGES

WHEN EXPANSION JOINT IS CONSTRUCTED BETWEEN TWO DIFFERENT

ALL TIE BARS AND MESH SHALL BE SECURELY HELD IN PLACE BY

DRILL HARDENED P.C.C. AND EPOXY BARS IN PLACE.

1.)

2.)

3.)

4.)

5.)

6.)

TOOL HAVING A RADIUS OF 1/4" TO 3/8".

BUT WITHOUT RAVELING.

SHEET NAME


D

R

ELEC MH

ELECTRICAL GENERAL NOTES,

LEGEND AND ABBREVIATIONS

EL00.0001

54

1

1

GENERAL INSTALLATION NOTES: NOTES FOR TEMPORARY ELECTRICAL WORK:

ABBREVIATIONS:

LEGEND:

S3-26

SIGN

S3-24

1. ALL T/W EDGE LIGHTING, INCLUDING LIGHTED SIGNS TO REMAIN ACTIVE WHILE

PORTIONS ARE CLOSED FOR PHASED CONSTRUCTION, SHALL BE MAINTAINED

EXCEPT AS SHOWN ON LAYOUT SHEETS OR APPROVED BY THE COTR.

2. T/W EDGE LIGHTS SHALL BE PROTECTED AT ALL TIMES. WHERE WORK IS INTO THE

SHOULDER NEAR A T/W EDGE LIGHT, THE FIXTURE SHALL BE REMOVED AND THE

BASE SHALL BE STEEL PLATED UNTIL WORK IN THE AREA IS COMPLETED. USE

EXISTING L-861T FIXTURE, NEW ISOLATION TRANSFORMER AND NEW CABLES WITH

L-823 CONNECTORS FOR REINSTALLATION OF EXISTING LIGHT BASE. A QUANTITY

OF ISOLATION TRANSFORMERS IS PROVIDED FOR REINSTALLING EXISTING EDGE

LIGHTS THAT ARE TEMPORARILY REMOVED.

3. TEMPORARY CABLING MAY BE USED TO MAINTAIN CIRCUIT CONTINUITY, IN

ACCORDANCE WITH SPECIFICATIONS. TEMPORARY CABLE INSTALLED ABOVE

GROUND SHALL BE IN RIGID GALVANIZED STEEL CONDUIT, FASTENED TO PAVEMENT

AT MAXIMUM 4’ SPACING. CABLE ACROSS SURFACES SHALL BE PLACED BEHIND

BARRICADES USED TO CLOSE PORTIONS OF T/Ws OR OTHER SURFACES. IN TURF

AREAS, TEMPORARY "JUMPER" CABLE SHALL BE DIRECT BURIED APPROXIMATELY

6" TO 12" BELOW SURFACE GRADE. ALL JUMPER CABLES SHALL BE COMPLETELY

REMOVED WHEN NO LONGER NEEDED.

4. TEMPORARY CABLE CONNECTIONS SHALL BE MADE AT LIGHT BASES OR

HANDHOLES AS REQUIRED BY A PARTICULAR CONSTRUCTION PHASE OR

SEQUENCE. THE PLAN FOR TEMPORARY CONNECTIONS SHALL BE SUBMITTED

TO THE COTR FOR APPROVAL PRIOR TO INTERRUPTING A LIGHTING CIRCUIT.

ALL CONNECTIONS FOR AFL CIRCUITS SHALL BE MADE WITH APPROPRIATE

SIZE L-823 CONNECTORS. RECOMMENDATIONS FOR TEMPORARY "JUMPER"

CABLE ARE SHOWN ON LAYOUT SHEETS WHERE APPLICABLE, AND ARE

BASED ON AVAILABLE CIRCUIT INFORMATION.

5. CONTRACTOR SHALL CONFIGURE TEMPORARY MODIFICATIONS TO AFL CIRCUITS

AS REQUIRED BY HIS WORK AREA AND FOR MAINTAINING LIGHTING FOR ACTIVE

SURFACES.

a. IDENTIFY THE CABLE FOR THE CIRCUIT TO BE MODIFIED IN NEARBY LIGHT

BASE, JB, OR HANDHOLE. SEE ELECTRICAL LAYOUT SHEETS FOR LIGHT AND

CIRCUIT LOCATIONS.

b. SUBMIT A SKETCH FOR EACH PROPOSED TEMPORARY MODIFICATION OR CIRCUIT

RECONFIGURATION FOR COTR APPROVAL PRIOR TO MODIFYING A CIRCUIT.

c. MEGGER TEST EACH CIRCUIT BEFORE ANY MODIFICATION TO THE CIRCUIT, TEST

TO VERIFY THAT EACH TEMPORARY MODIFICATION OPERATES AS INTENDED, AND

MEGGER TEST EACH CIRCUIT WHEN PERMANENT CONFIGURATION IS RESTORED.

CONTRACTOR SHALL CARRY WITH HIM APPROPRIATE CABLE, CONNECTORS AND

OTHER ITEMS NEEDED TO COMPLETE THE MODIFICATION AND TO MAKE ANY

REPAIRS REQUIRED BY HIS ACTION.

6. THE TEMPORARY CABLE CONNECTION BETWEEN ADJACENT LIGHTS OR HANDHOLE

SHALL BE DIRECTED TO RUN OUTSIDE THE SHOULDER PAVEMENT.

7. IF A LIGHTING CIRCUIT MUST BE MAINTAINED FOR ACTIVE SURFACES OUTSIDE A

WORK AREA, ELEVATED LIGHTS WITHIN THE AREA SHALL BE COVERED WITH 3’ TALL

TRAFFIC CONES (IF "JUMPER" CABLE IS NOT USED TO BYPASS THE WORK AREA).

SIGNS WITHIN THE WORK AREA OR INDICATING DIRECTION INTO THE WORK AREA

SHALL BE SHUT OFF BY THE DISCONNECT SWITCH OR ISOLATION TRANSFORMER

AND COVERED TO OBSCURE THE MESSAGE.

8. TEMPORARY ELECTRICAL WORK FOR MAINTAINING AIRFIELD LIGHTING DURING

PHASED CONSTRUCTION IS INCLUDED IN ITEM L-125.

9. SEE DRAWING EL00.0002 THROUGH EL00.0004 FOR TEMPORARY ELECTRICAL WORK

ASSOCIATED WITH CONSTRUCTION PHASING PLAN.

10. PROTECT T/W CENTERLINE LIGHTS WHEN REMOVING AND RESTRIPING T/W

CENTERLINES. THIS SHALL BE INCIDENTAL TO THE WORK.

SIGN

1. THE LOCATION OF UNDERGROUND UTILITIES AS INDICATED ON PLANS HAS BEEN

OBTAINED FROM EXISTING RECORDS. NEITHER THE AUTHORITY NOR THE ARCHITECT

/ENGINEER ASSUMES ANY RESPONSIBILITY WHATEVER IN RESPECT TO THE ACCURACY,

COMPLETENESS, OR SUFFICIENCY OF THE INFORMATION SHOWN. THERE IS NO

GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE

OF MATERIALS OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE

OF THOSE TO BE ENCOUNTERED IN THE CONSTRUCTION. 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 COTR OF HIS OPERATIONAL

PLANS. IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE IS ENCOUNTERED

DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COTR.

ANY SUCH MAINS AND/OR SERVICES DISTURBED BY THE CONTRACTOR’S OPERATIONS

SHALL BE RESTORED IMMEDIATELY AT HIS EXPENSE.

2. THE LIGHTING CIRCUITS AND HOMERUN CABLES SHALL BE MARKED AND IDENTIFIED

AT ALL POINTS ACCESSIBLE TO THESE CIRCUITS IN ACCORDANCE WITH SPECIFICATION

SECTION L-108, PARA 108-3.5.

3. LOCATION SHOWN FOR EXISTING CABLES/DUCT IS APPROXIMATE. THE CONTRACTOR

SHALL EXERCISE CAUTION AND USE HAND EXCAVATION FOR ANY EXCAVATION IN THE

VICINITY OF EXISTING INSTALLATIONS. ANY DAMAGE SHALL BE REPAIRED BY THE

CONTRACTOR AT NO COST TO THE AUTHORITY. DISTURBED AREAS OUTSIDE PAVEMENT

AREAS SHALL BE RESTORED TO ORIGINAL SURFACE ELEVATION, RAKED SMOOTH AND

SEEDED.

4. TRENCHES SHALL NOT BE LEFT OPEN WHEN A T/W IS OPERATIONAL AND CONDUCTOR

ENDS SHALL NOT REMAIN EXPOSED TO THE WEATHER.

5. EXISTING AIRFIELD LIGHTING SYSTEM SHALL BE KEPT IN OPERATION DURING THE

THE CONSTRUCTION UNLESS OTHERWISE SPECIFIED OR PRIOR APPROVAL HAS BEEN

OBTAINED FROM THE COTR. THIS INCLUDES ALL R/W AND T/W LIGHTING ON ACTIVE

PORTIONS. PROVIDE PLAN FOR TEMPORARY SPLICES OF PRIMARY CABLE TO MAINTAIN

CIRCUIT CONTINUITY FOR COTR APPROVAL PRIOR TO INTERRUPTING ANY CIRCUIT.

COORDINATE WITH THE ELECTRICAL MAINTENANCE SHOP FOR SHUTTING OFF LIGHTING

CIRCUITS IN AFL VAULTS.

6. ANY UNPROTECTED CABLE (DIRECT BURIED) ENCOUNTERED THAT IS VERIFIED AS NOT

ABANDONED IN PLACE SHALL BE PLACED IN SPLIT DUCT OF APPROPRIATE SIZE AND

CONCRETE ENCASED THROUGH THE AREA OF CONSTRUCTION. CONTRACTOR SHALL

TAKE ALL REASONABLE MEASURES TO AVOID HAVING TO CUT AND SPLICE DIRECT

BURIED CABLE. BE SURE TO NOTE SPLIT DUCT PORTIONS ON AS-BUILTS.

7. THE CONTRACTOR SHALL STAKE OUT THE ROUTE FOR NEW CONDUITS AND OBTAIN

COTR APPROVAL BEFORE STARTING THE TRENCHING AT EACH SITE.

8. SEE CIVIL SERIES DRAWINGS FOR CIVIL DEMOLITION AND CONSTRUCTION, STRIPING

AND OTHER CIVIL ITEMS OF WORK.

9. USING PAINTING MATERIALS, STENCILS AND DESIGNATIONS APPROVED BY THE

ENGINEER, PAINT HANDHOLE NAMES ON THE INSIDE OF EACH HANDHOLE FRAME,

AND MAJOR COMPASS POINTS ON EACH WALL OF THE HANDHOLE.

10. EXISTING ELECTRICAL UNDERGROUND VAULTS, HEREAFTER REFERRED TO AS

"STRUCTURES" IN THE ELECTRICAL PLANS ONLY, SHALL BE ADJUSTED OR MODIFIED

AS SHOWN ON THE PLANS. EACH STRUCTURE TO BE MODIFIED SHALL HAVE A PLAN

PLAN SUBMITTED BY THE CONTRACTOR DESCRIBING AND ILLUSTRATING THE PROPOSED

MATERIALS AND METHODS. PLAN SHALL BE SIGNED BY A REGISTERED ENGINEER IN THE

STATE OF VA AND APPROVED BY THE COTR PRIOR TO THE START OF CONSTRUCTION.

11. THE AIRFIELD ELECTRICAL DRAWING PACKAGE INCLUDES DIMENSIONING PLANS WHICH

SHALL BE USED TO LOCATE FIXTURES, STRUCTURES, SIGNS AND ELECTRICAL LAYOUTS

WHICH ILLUSTRATE ELECTRICAL WORK.

G, GND - GROUND

HH - HANDHOLE

IAD - INTERNATIONAL AIRPORT AT DULLES

ILC - INDIVIDUAL LIGHT CONTROLLER

JB - JUNCTION BOX

KV - KILO-VOLT

MH - MANHOLE

MWAA - METROPOLITAN WASHINGTON

AIRPORT AUTHORITYNIC - NOT IN CONTRACT

PVC - POLYVINYL CHLORIDE

PVMT - PAVEMENT

REL - RUNWAY ENTRANCE LIGHT

RGL - RUNWAY GUARD LIGHT

RGS - RIGID GALVANIZED STEEL

RMVD - REMOVED

R/W or RW - RUNWAY

RWSL - RUNWAY STATUS LIGHTS

SCH - SCHEDULE

THL - TAKEOFF HOLD LIGHT

T/W or TW - TAXIWAY

TYP - TYPICAL

V - VOLT

W - WATT

XFMR - TRANSFORMER

NEW L-861T ELEVATED T/W EDGE LIGHT (OMNIDIRECTIONAL BLUE)

ON NEW LIGHT BASE

NEW L-861T ELEVATED T/W EDGE LIGHT (OMNIDIRECTIONAL BLUE)

ON EXISTING LIGHT BASE

NEW L-852C/D SEMI-FLUSH T/W CENTERLINE LIGHT (BIDIRECTIONAL).

SEE EL03.0007 FOR COLOR CODING.

NEW L-852C/D SEMI-FLUSH T/W CENTERLINE LIGHT (UNIDIRECTIONAL).

GREEN ON SOLID SIDE OF SYMBOL.

NEW L-868B LIGHT BASE WITH STEEL COVER PLATE

NEW L-852C/D T/W CENTERLINE LIGHT FIXTURE ON

EXISTING LIGHT BASE (BIDIRECTIONAL)

NEW L-804 ELEVATED R/W GUARD LIGHT

NEW L-852G/S INPAVEMENT R/W GUARD LIGHT

NEW L-868B RWSL LIGHT BASE

EXISTING L-852S RWSL LIGHT

EXISTING L-861T ELEVATED T/W EDGE LIGHT TO BE REMOVED

AND REINSTALLED

EXISTING L-861T OR L-852T T/W EDGE LIGHT TO BE REMOVED

EXISTING L-852C/D TW CENTERLINE LIGHT TO BE REMOVED

EXISTING L-852T T/W EDGE LIGHT

EXISTING L-852C/D T/W CENTERLINE LIGHT

NEW CONCRETE ENCASED PVC SCH 40 CONDUIT OR DUCTBANK.

SIZE AS SHOWN. CABLE CONTENT AS INDICATED.

NEW DIRECTIONAL BORE. SIZE AS INDICATED.

EXISTING CONDUIT WITH NEW 2-1/C#6, 5KV,

L-824C CONDUCTOR

EXISTING DUCTBANK TO BE PROTECTED DURING CONSTRUCTION

EXISTING CONDUIT AND CONDUCTOR TO BE REMOVED

EXISTING CONDUIT

NEW 2" DRAIN TO NEAR UNDERDRAIN

NEW L-858YRL SIGN

EXISTING L-858YRL SIGN TO BE REMOVED

EXISTING L-858YRL SIGN TO BE RELOCATED

EXISTING L-858YRL SIGN

NEW AIRCRAFT RATED HANDHOLE

EXISTING MANHOLE TO BE REMOVED

EXISTING ELECTRICAL MANHOLE

NEW JUNCTION BOX

EXISTING JUNCTION BOX TO BE REMOVED

EXISTING JUNCTION BOX

INDICATES CAPPED DUCTBANK/CONDUIT

STRUCTURE (MANHOLE, HANDHOLE, MARKER OR FOUNDATION) TO BE MODIFIED,

REMOVED OR ADJUSTED TO GRADE. SEE SCHEDULE ON EL07.0006 AND DETAILS

ON EL07.0007 AND EL07.0008.

EXISTING DUCT MARKER TO BE REPLACED IN KIND

A, AMP - AMPERE

AFL - AIRFIELD LIGHTING

BCU - BARE COPPER

CCR - CONSTANT CURRENT REGULATOR

CKT - CIRCUIT

CND - CONDUIT

CTL - CENTERLINE

COTR - CONTRACTING OFFICER’S

TECHNICAL REPRESENTATIVE

CPSE - COUNTERPOISE

CTBC - CEMENT TREATED BASE COURSE

DB - DUCTBANK

ELS - EDGE LIGHTING SYSTEM

ERGL - ELEVATED RUNWAY GUARD LIGHT

EXIST - EXISTING

FCU - FIELD CONTROL UNIT

FO - FIBER OPTIC

PROJECT IDENTIFIER

SHEET NAME

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103


AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT

REVISION DATE

DATE

NO.

WASHINGTON DULLES INTERNATIONAL AIRPORTWASHINGTON, D.C.

SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

11/13/2012

GKF

DRH

FDH

AS SHOWN

TAXIWAY Y RECONSTRUCTION

AT TAXIWAY B

MAH

ACK

9 / 17 / 12

of 87

JAV

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL ENG

INE

ER

JOHN E. BURNS

Lic. No. 0402036086


1C-19C

1C-19C

MH ASR4C

MH

MH ASR4C

MH

MH

MARKER"DUCT "

MARKERDUCT "8"

MARKERDUCT "6"

MARKERDUCT "4-9"

MARKERDUCT "4-9"

MARKER"DUCT"

ELEC MH

ELEC LID

ELEC MH

ELEC MH

ELEC LID

ELEC MH

ELEC LID

ELEC LID

CO

CO

24" RCP

24" RCP

27" R

CP

30" R

CP

18" RCP

88+00 87+00 86+00 85+00 84+00 83+00 82+00 81+00 80+00 79+00

88+00 87+00 86+00 85+00 84+00 83+00 82+00 81+00 80+00 79+00

5+00

6+00

7+00

8+00

9+00

11+0

0

12+0

0

13+0

0

10+0

0

13+00

14+00

10+00

9+00

8+00

7+00

S3-5

S3-7

S3-8

S3-2

S2-26

LIMIT OF SHOULDER PAVING

LIMIT OF SHOULDER PAVINGLIMIT OF FULLSTRENGTH PAVING

Y6CL-1

Y6CL-5

Y6CL-10

Y5CL-1

D

D

DD

LIMIT OFPAVEMENT DEMOLITION

LIMIT OF PAVEMENTDEMOLITION

D

Z3EL-2

YEL-8 Z3EL-1

Z3EL-3

Z3EL-4 YEL-9 YEL-10

YEL-30

YEL-35YEL-40

S2-2

5

S3-6

S3-3

S3-4

Y6CL-7

1W-2" CND

1W-2" CND WITH 2-1/C #6, 5KVL-824C (CKT 1T2 NORTH)


2

4

4

R

Y6CL-11


5

PROJECT IDENTIFIER

SHEET NAME

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103


AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT

REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

11/13/2012

GKF

DRH

FDH

AS SHOWN


AT TAXIWAY B

MAH

ACK

9 / 17 / 12

of 87

JAV

GR

AV

EL

DI

RT

NO

RT

H

KEY PLAN

T/L D

T/L C

T/L B

CO

NC.

B

CO

NC.

D

Y3Y4 Y5

Y6

01C-19C

Z

Y

Y7

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL ENG

INE

ER

JOHN E. BURNS

Lic. No. 0402036086

NO

RT

H

SC

AL

E IN

FE

ET

050

100

T/W Y

5

T/W Y

T/W Z

T/W Z3

ELECTRICAL LAYOUT PLAN 2

EL03.0005

MA

TC

H T

O S

HE

ET E

L03.0

004

MA

TC

H T

O S

HE

ET E

L03.0

006

65

1

1

NOTES

1. SEE EL00.0001 FOR ELECTRICAL ABBREVIATIONS, LEGEND

AND GENERAL NOTES.

2. CONNECT TO EXISTING CONDUIT. SEE DETAIL ON EL07.0010.

3. SEE EL03.0002 FOR FIXTURE LOCATION INFORMATION.

4. EXISTING ASR DUCTBANK TO REMAIN. PROTECT DURING

CONSTRUCTION.

5. CONNECT POWER CONDUIT AND CONDUCTOR TO EXISTING

SIGN.


Longitude: -7

7.4

573152257

Latitu

de: 38.9

511316317

Altitude: 0.0

000

Nam

e: T

WL 1

660

WATERVALVE

WATERVALVE

WATERVALVE

ASPH PAD

MARKER"DUCT"

MARKER"DUCT"

ELEC MH

ELEC MH

ELECBOX

ELECLID

ELEC MHELEC MH

ELEC MH

ELEC MH

ELEC MHELEC MH

ELECVAULT

VAULT

ELEC MH

ELEC MH

ELEC LID

FAA MH

ELEC MH

FAA MH

ELEC MH

ELECLID

VAULT

ELEC MH

ELEC MH

ELEC LID

ELEC LID

ELEC LIDCOMM MH

FAA MH

CO

CO

CO

CO CO

VENT

VENT

CO

CO

CO

CONCMARKER

ELECMH

FAA MH

6" PVC UD

6" PVC UD

6" P

VC UD

18"

RC

P

18" RCP

18"

RC

P

6" PVC UD

18" RCP

24" RCP

24" R

CP

UD

PUD

PUD

PUD

PUD

PUD

PUD

PUD

PUD

UD

PU

D

PUD

PUD

11+00

70+00

70+00

69+00 68+00 67+00 66+0071+0072+0073+0074+0075+0076+0077+0078+00

76+0077+00 74+0075+00 72+0073+00 71+00 69+00 68+00 67+00 66+00

10+00

9+00

8+00

7+00

6+00 6+00

78+00

14+0

0

12+00

200+00

100+00

201+00

199+00

198+00

197+00

196+00

195+00

194+00

193+00

99+00

98+00

97+00

SIG

N

SIG

N

S3-1

4

S3-24

S3-2

5

S3-26

S3-2

3

S3-3

3

S3-32S3-18

S3-1

7

S3-2

1

S3-3

1

S3-1

5 S3-16

S3-1

3

S3-35

S3-22

LIMIT OF FULLSTRENGTH PAVING

AEL-1

AEL-5

AEL-8

AEL-9

BEL-1

BEL-4

BEL-8

AEL-12BEL-13

BEL-16

ZEL-3 ZEL-4

YEL-22YEL-23

BEL-17BEL-30

YEL-25YEL-28

Y5CL-3

Y5CL-5

Y5CL-10

Y5CL-11

ERGL-1 ERGL-2

BCL-1

BCL-2

BCL-4

BREL-1

ZEL-1

BEL-25

BEL-20LIMIT OF SHOULDER

PAVING

6W-4" DB

D

D

D

D

D

D

D

D

D

D

D

DD

D

D

D

IRGL-1 IRGL-10



LIMIT OF PAVEMENTDEMOLITION

LIMIT OFPAVEMENT

DEMOLITION


6W-4" DB 6W-4" DB

6W-4" DB

YEL-15

BEL-5 BEL-12

ZEL-6

YEL-17

YEL-16YEL-19

YEL-20

BEL-24

10’

10’

10’

10’

2W-4" DB (DIRECTIONAL BORE)SEE EL07.0008 FOR DETAIL


1W-2" CND WITH1-1/C #6, 5KV

L-824C (CKT 2T2 NORTH)

1W-2" CND(EMPTY)


L-824C (CKT 1T2 NORTH)


L-824C (CKT 1T2 SOUTH)1W-2" CND

(EMPTY)


1W-2" CND(EMPTY)

1 2 3 13

3 1321


L-824C (CKT 1T2 SOUTH)

12

11

1W-2" CND WITH 1-1/C #6, 5KVL-824C (CKT 1T2 SOUTH)

765

8 9 10

1W-2" CND WITH 2-1/C #6, 5KV,L-824C, (CKTS 4C2)

765

8 9 10

4




L-824C (CKT 2T2 SOUTH)

1W-2" CND

1W-2" CND(EMPTY)

2W-4" DB

1W-2" CND

1W-2" CND

1W-2" CND 1W-2" CND WITH 2-1/C #6, 5KVL-824C (CKT 3C2)

YEL-29

BEL-23

1W-2" CND(EMPTY)

AEL-16

BEL-9

EX. 6W-4" DB & 1W-2"(AIRFIELD LIGHTING)

EX. 3W-4" DB

EX. 3W-4" DB

2

2

2

2

22

EX. 2W-4" DB(AIRFIELD)

R

RR

Y5CL-2

2

FCU6

17

18

15

14

14 16

PROJECT IDENTIFIER

SHEET NAME

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103


AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT

REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

11/13/2012

GKF

DRH

FDH

AS SHOWN


AT TAXIWAY B

MAH

ACK

9 / 17 / 12

of 87

JAV

GR

AV

EL

DI

RT

NO

RT

H

KEY PLAN

T/L D

T/L C

T/L B

CO

NC.

B

CO

NC.

D

Y3Y4 Y5

Y6

01C-19C

Z

Y

Y7

AI

NIG

RIV

FOHTLAEW

N

OM

MO

C

PR

OF

ESSIONAL ENG

INE

ER

JOHN E. BURNS

Lic. No. 0402036086

NO

RT

H

SC

AL

E IN

FE

ET

050

100

T/W Z

T/W Y

T/W Y

7

T/W

B

T/W

B

T/W

A

T/W Y6

MA

TC

H T

O S

HE

ET E

L03.0

005

ELECTRICAL LAYOUT PLAN 3

EL03.0006

KEY NOTES

66

MATCH TO SHEET EL03.0007

1

1

1

1

NOTES

1. SEE EL00.0001 FOR ELECTRICAL ABBREVIATIONS, LEGEND

AND GENERAL NOTES.

2. CONNECT TO EXISTING CONDUIT. SEE DETAIL ON EL07.0010.

3. EXISTING L-852C/D ON NEW L-868 LIGHT BASE.

4. SEE EL07.0012 AND EL07.0013 FOR SIGN DETAILS AND

SCHEDULE.

5. SEE EL03.0003 FOR FIXTURE LOCATION INFORMATION.

6. FIELD CONTROL UNIT (FCU) SHALL BE AT STA. 193+42 AND

OFFSET 162’ SOUTH OF T/W B. FCU HANDHOLE SHALL BE

AT STA. 193+37 AND OFFSET 167’ SOUTH OF T/W B.

1 EX. CKT 1T2-S

2 EX. CKT 1T2-N

3 EX. CKT 2T2 (CKT 2T2-N)

4 EX. FAA ABANDONED IN

PLACE CABLES

5 EX. CKT EG2

6 EX. CKT IG2

7 EX. CKT 1R2

8 EX. CKT 3T2

9 EX. CKT 4T2

10 EX. CKT RGL FO SOUTH

11 EX. 5KV POWER CONDUCTOR

12 EX. COMM

13 CKT 2T2-S

14 CKT EG2 (2-1/C#6, 5KV, L-824C IN 2" CONDUIT)

15 5 SETS 2-1/C#12, 600V, XHHW IN 2" CONDUIT

FOR ISOLATION XFMR SECONDARIES

16 (2) 2" CONDUITS WITH 5 SETS 2-1/C#12, 600V,

XHHW FOR ISOLATION XFMR SECONDARIES

17 (1) 4" CONDUIT FOR FIBER OPTIC CKT FO-SOUTH

AND (1) 4" CONDUIT FOR 10 SETS 2-1/C#12, 600V,

XHHW FOR ISOLATION TRANSFORMER SECONDARIES

18 (1) 2" CONDUIT WITH 2-1/C#6, 5KV, L-824C

(CKT IG2) AND FIBER OPTIC CIRCUIT (FO-SOUTH).

CONNECT TO EXISTING CKTs.


Y7BY6

82+0083+0084+00 81+0085+0086+0087+0088+0089+0090+0091+0092+0093+00

0+00

11+00

0+00

70+00

93+00 70+00

70+00

69+00 68+00 67+00 66+00 65+00 64+00 63+00 62+0071+0072+0073+0074+0075+0076+0077+0078+00

76+0077+00 74+0075+00 72+0073+00 71+00 69+00 68+00 67+00 66+00 65+00 64+00 63+00

10+00

9+00

8+00

7+00

6+00

5+00

4+00

3+00

2+00

1+00

76+0077+00 74+0075+00 72+0073+00 71+00 69+00 68+00 67+00 66+00 65+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+0

0

11+0

0

12+0

0

13+0

0

64+00 63+00 62+000+0080+00 79+00 78+00

88+0089+0090+0091+0092+00 87+00 86+00 85+00 84+00 83+00 82+00 81+00 80+00 79+00 78+00

93+00 92+00 91+00 90+00 89+00 88+00 87+00 86+00 85+00 84+00 83+00 82+00 81+00 80+00 79+00

9+00

8+00

7+00

6+00

5+00

4+00

3+00

2+00

1+00

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

14+0

0

11+0

0

12+0

0

13+0

0

10+0

0

12+00

13+00

14+00

200+00

100+00

201+00

199+00

198+00

197+00

196+00

195+00

194+00

193+00

192+00

191+00

190+00

99+00

98+00

97+00

10+00

9+00

8+00

7+00

B

B1C-19C

BZ

Y B

YB

Y7

BY6

Y7

BY6

AY

ZA

A

Y

B

BY

Y6

1C-1

9C

Y6

A

Y5

Y

ZB

19C 30 1C

S3-18S3-24 S3-26 S3-32

S3-22

S3-16

S3-35

S3-73

S3-1

7

S3-2

3

S3-2

5

S3-3

3

S3-2

1

S3-1

5

S3-3

1

S3-1

4

S3-1

2

S3-3

6

Z

S2-2

5

S2-2

4

S3-6

S3-3

S3-4

Y6

Y

Z3

Y

19C 30 1C

Z3

Y

Y3

Y

Y

PROJECT IDENTIFIER

SHEET NAME

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103


AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT

REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

11/13/2012

GKF

DRH

FDH

AS SHOWN


AT TAXIWAY B

MAH

ACK

9 / 17 / 12

of 87

JAV

AI

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RIV

FOHTLAEW

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Lic. No. 0402036086

NO

RT

H

SC

AL

E IN

FE

ET

1. SEE EL00.0001 FOR ELECTRICAL ABBREVIATIONS, LEGEND AND GENERAL NOTES.

2. FOR SIGN LEGEND, SEE EL07.0013. FOR SIGN INSTALLATION DETAILS, SEE

EL07.0012.

SIGN MESSAGE PLAN

100

200

0

EL03.0008

68

1

1

NOTES

T/W Z

T/W Y

T/W B

T/W A

T/W Z

3

T/W Y5

T/W Y7T/W

Y6

R/W 1C-19C

T/W Y4

T/W W

2

T/W B

VEGA A2120H-3 JUNCTION BOX


NOTES:

Y6

EL07.0012

1

NOT TO SCALE

8

MIN. 3"

5

1/4" PER FT.

51C-19C

7

*

OFFSET FROM EDGE OF T/W

EL07.0012

2

NOT TO SCALE

REMOTE LIGHT BASE DETAIL

SIGN DETAIL

1. SIGNS AND SIGN PANELS SHALL BE L-858, SIZE 3, STYLE 3 AS INDICATED

ON SIGN SCHEDULE. EXISTING SIGN PANELS BEING REPLACED SHALL

BE OF MAKE AND MODEL COMPATIBLE WITH EXISTING SIGNS.

2. STAKE OUT EACH SIGN LOCATION AND OBTAIN APPROVAL OF LOCATION

PRIOR TO INSTALLATION. GUIDANCE SIGNS SHALL BE POSITIONED 60’

FROM NEW DEFINED TRAFFIC EDGE (INSIDE EDGE OF SIGN), UNLESS

OTHERWISE INDICATED, AT LOCATION SHOWN.

3. ANCHOR BOLTS WILL BE AS RECOMMENDED BY MANUFACTURER, BUT

MINIMUM 8" LONG, 1/2" DIA. STAINLESS STEEL.

4. INSTALLATION PER MANUFACTURER’S INSTRUCTIONS.

5. 1" BEVEL ON ALL SIDES OF FOUNDATION.

6. INSTALL SIGN FOUNDATIONS LEVEL WITH HORIZONTAL.

7. PROVIDE 3/4" PVC CND THROUGH FOUNDATION FOR GROUND WIRE. INSTALL

#6 BCU GROUND WIRE CONNECTED TO SIGN AT SIGN GROUND LUG AND TO

3/4" DIA.x10’ GROUND ROD WITH EXOTHERMIC WELD.

8. IN UNPAVED AREAS, PROVIDE 5’ WIDE BITUMINOUS PAVING STRIP AROUND

CONCRETE FOUNDATION. USE 2" P-405 ON 6" P-209. WHERE INDICATED

ON CIVIL DRAWINGS OR DIRECTED BY COTR, BITUMINOUS HOUSEKEEPING PAD

SHALL BE EXTENDED TO OTHER/NEAR PAVEMENT TO AVOID LEAVING SMALL AREAS

OF TURF.

9. SIGN MESSAGE FACE SHALL BE ORIENTED SO AS TO BE NORMAL TO THE R/W

OR T/W CENTERLINE, UNLESS OTHERWISE INDICATED. ALL DIMENSIONS ARE TO

SIGN WORKING POINT.

10. PROVIDE 6" P-209 CRUSHED AGGREGATE BASE UNDER SIGN FOUNDATION.

ELECTRICAL DETAILS 12

EL07.0012

86

1

1

1

1

1

PROJECT IDENTIFIER

SHEET NAME

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103


AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT

REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

11/13/2012

GKF

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AS SHOWN


AT TAXIWAY B

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20"

GROUND LUG #6 BCU COUNTERPOISE

L-823 CONNECTOR

GALV. STEEL TO PVC CONNECTOR (TYP)

2-1/C#8, 5KV, L-824, TYPE CCABLES WITH 5’ SLACK

END VIEW

PLAN VIEW5’ (TYP)

L-867, 12" DIA. CLASS I BASE 6"

L-830 TRANSFORMERPER MFG’s SPECIFICATION

3/4" STEEL COVER

FINISHED GRADE

12"

12"

12"

12"

MAX. 170"

30"

12" MIN. 6"12"6"

12" MIN. 12" MIN.

60’ UNLESS OTHERWISE INDICATEDAND NO LESS THAN 35’.

TETHER (TYP FOR 2)

FRONT VIEW

42"

MA

X.

12"

MIN

PVC SLEEVE FOR GROUND ROD 7

FRANGIBLECOUPLING (TYP)

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Lic. No. 0402036086

2" PVC

P-610 CONCRETE

#4 REBAR AT 12" SPACING,EACH WAY (PLACE MID-SLAB)

2" RGS CONDUIT

SIGN FACE

2" P-405 ON6" P-209

FINISHED GRADE

PROVIDE 5’ WIDE P-405 HMASTRIP AROUND FOUNDATION

SIGN LOCATIONCONTROL POINT

BOTTOM OF SIGN

2" EMT CLOSE NIPPLE12" L-867 BASE PLATE, AVIATION YELLOW

2" RGSC TO BASE CAN

2" FRANGIBLE COUPLING AND RGS CONDUIT


60’-0"

70’-0"

60’-0"

60’-0"

60’-0"

60’-0"

60’-0"

50’-0"

60’-0"

60’-0"

50’-0"

60’-0"

60’-0"

60’-0"

EXISTING

EXISTING

EXISTING

60’-0"

60’-0"

60’-0"

60’-0"

60’-0"


EL07.0013

87

1

1

1

PROJECT IDENTIFIER

SHEET NAME

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103


AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT

REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

11/13/2012

GKF

DRH

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AS SHOWN


AT TAXIWAY B

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ACK

9 / 17 / 12

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NOTES FOR SIGN SCHEDULES:1 2

FACE A

3 4

OFFSET LOCATION REMARKSDESIGNATION

SIGN MESSAGE

1 2

FACE B

3 4

EXISTING

EXISTING

SIGN SCHEDULE

SIZE

FAA

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

FAA

STYLE

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

S3-12

S3-15

S3-16

S3-17

S3-18

S3-21

S3-22

S3-23

S3-24

S3-25

S3-26

S3-31

S3-32

S3-33

S3-36

3S3-35

Y6

Y

B

Y

Y7

Y

Y5

Y L

Y

Y

30 1C

Y

19C

A

Y L

Y

Z

YL

A

A

Y

Y

YL

B

B

Y

Y

Y

A

Y

Z

YL

B

B

YL

Y

Y

YL

B

B

YL

Z

Y6

Y

B

Y

Y7

Y

L

B

R

1C-19C

L

B

INLINE WITHT/W A CENTERLINE

160’ FROM T/W ACENTERLINE

160’ FROM T/W ZCENTERLINE


160’ FROM T/W YCENTERLINE

193’ FROM T/W BCENTERLINE



160’ FROM T/W ZCENTERLINE




AT T/W BHOLD MARKING

SEE NOTE 4370’ FROM INT. OF

T/Ws Y5 AND Y6 AT T/W Y

Y6

Y

B

Y

Y7

YS3-73 3 EXISTING

ADD B PANEL

ADD B PANEL

ADD B PANEL

L

Z

SEE NOTE 4

EXISTING3

EXISTING3

EXISTING3

S2-25 EXISTING3

S2-24 EXISTING3

S3-3

S3-4

S3-6

Y3

Y L

Y

L

Y

Z3

Y L

Y

Z3

YL

Y

YL

Y

30 1C

Y

19C

L

Y

L

Y6

Y

1. THE L-858 DESIGNATIONS OF SIGNS TO BE RELOCATED ARE:

L = TAXIWAY AND RUNWAY LOCATION SIGN - YELLOW LEGEND AND

BORDER ON BLACK BACKGROUND

Y = DIRECTION, DESIGNATION & BOUNDARY SIGNS - BLACK LEGEND

ON YELLOW BACKGROUND

R = MANDATORY SIGN - WHITE LEGEND ON RED BACKGROUND

2. THE OFFSET IS THE PERPENDICULAR DISTANCE MEASURED FROM THE

DEFINED TAXIWAY EDGE TO THE NEAR SIDE OF SIGN.

3. LOCATION IS THE PERPENDICULAR DISTANCE FROM THE CENTERLINE OF

THE CROSSING TAXIWAY (MINIMUM DISTANCE), UNLESS OTHERWISE NOTED.

4. NEW SIGN ON NEW FOUNDATION. MANDATORY AND R/W EXIT SIGNS WILL BE

CONNECTED TO THE CENTER R/W EDGE LIGHT CIRCUIT, WITH OTHER SIGNS

BEING CONNECTED TO THE APPROPRIATE T/W EDGE LIGHT CIRCUIT.

5. ALL MEASUREMENTS ARE TO "SIGN LOCATION CONTROL POINT" INDICATED

ON EL07.0012.

RELOCATE TO NEW OFFSET





3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

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JOHN E. BURNS

Lic. No. 0402036086

1 ADDENDUM NO. 1 - NEW SHEET ISSUED 11/15/12

PROJECT IDENTIFIER

SHEET NAME

1 of 1

VOLUME NUMBER

SHEET NUMBER

IA1103


AIRPORTS AUTHORITY


AIRPORTS AUTHORITY


DESIGN DEPARTMENT

REVISION DATE

DATE

NO.


SUBMITTED

APPROVED

DRAWN

ACCEPTED

SCALE

DESIGNED

CHECKED



SPRINGFIELD, IL

11/13/2012

GKF

DRH

FDH

AS SHOWN


AT TAXIWAY B

MAH

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9 / 17 / 12

of 87

JAV

ELEVATION

PLAN

PLAN

ELEVATION

2" OR 4" CONDUIT (TYP)

1" HOLE FORGND ROD

6" SHELF

6" SHELF

9"x9"SUMP

4’-0"

4’-0"

ISOLATION TRANSFORMER(ONLY ONE SHOWN FOR CLARITY)

STEEL AND PCC PERPRECAST MFG

FO CABLE

SPRING ASSISTED COVER

NOTES FOR FCU:

42"

MA

X.

30"

1"

GND LUG

FCU ENCLOSURE

CONCRETE PAD

2" RGS CONDUIT (TYP)

GALVANIZED STEEL TO PVC CONNECTOR (TYP)

2" PVC CONDUIT (TYP)

FO CABLE TO HANDHOLE

3000 PSI CONCRETE

#4 REBAR @ 12" SPACINGEACH WAY (PLACE MID SLAB)

CLAD GND ROD

TETHER(TYP)

12" AASHTO #57 AGGREGATE

NOTES FOR IRGL ISOLATION

TRANSFORMER HANDHOLE:FIELD CONTROL UNIT (FCU)

FINISHED GRADE

2" PVC CONDUIT TO IRGL

IRGL (TYP)

FRANGIBLE COUPLING

2" RGS CONDUIT

#6 GND CABLE

EXOTHERMIC WELD

FO CABLE TO HANDHOLE(SEE NOTES FOR FCU, NOTE 4)

1. HEAVY DUTY AIPORT LOADING:

LOAD CRITERIA - WHEEL LOAD: 100,000 LBS.

TIRE PRESSURE: 230 PSI.

2. IRGL HANDHOLE SHALL BE AS SHOWN ON PLAN, INSIDE

DIMENSIONS AS FOLLOWS:

4’Lx4’Wx4’D, SUPPORTING 7 TO 15 IRGL

IRGL HANDHOLES WILL SUPPORT ISOLATION TRANSFORMERS

FOR THE IRGL AND A POWER ADAPTOR TO PROVIDE 120V

POWER FOR THE FCU. DUCT ENTRY/EXIT SHALL BE ON

OPPOSITE ENDS OF THE HANDHOLE, WITH SHELVES AND

RACKS ON THE OTHER 2 SIDES. IRGL FIXTURES, CONDUCTOR,

TRANSFORMERS AND FCU POWER ADAPTOR TO BE

FURNISHED AND INSTALLED BY THE CONTRACTOR.

3. FRAME AND COVER TO BE NEENAH, TYPE 3498-R2S (HINGED,

HOLD-OPEN SAFETY DEVICE, SPRING ASSISTED), OR EQUAL.

4. 6" DEEP SHELVES SHALL BE NON-METALLIC. ALTERNATIVELY

RACKS MAY BE USED FOR SUPPORTING THE ISOLATION

TRANSFORMERS IF SHAPED TO HOLD THE ITEMS IN PLACE, AS

APPROVED. SHELF DETAILS SHALL BE SUBMITTED FOR APPROVAL.

5. MOUNTING ARMS AND BRACKETS SHALL BE NON-METALLIC.

6. CONDUITS CONNECTING TO IRGL HANDHOLE SHALL BE AS REQUIRED

FOR EACH LOCATION, AS SHOWN ON LAYOUT PLANS.

7. INSTALL RACKS FOR CABLE IF REQUESTED.4" RGS CONDUIT TO FCU WITH#12 ISOLATION TRANSFORMERSECONDARIES

2" RGS CONDUIT WITHFO CABLE TO FCU

2" OR 4" CONDUIT FOR PRIMARY CIRCUITSAND FO CABLE AS REQUIRED

CABLE MOUNTING BRACKETAND ARMS (TYP)

2" RGS CONDUIT TO FCU(FO CABLE)

4" RGS CONDUIT TO FCU(SECONDARIES)

2" OR 4" CONDUIT(PRIMARY CIRCUITS)

2#12 SECONDARY TO FCU(ON TOP OF MOUNTING ARM, TYP)

PRIMARY CIRCUIT FOR IRGL(ON BOTTOM OF MOUNTING ARM, TYP)

4’Hx4’Wx4’D HANDHOLE WITHISOLATION TRANSFORMERS

PRIMARY ADJACENT TO IRGLISOLATION TRANSFORMER

GROUND ROD

RGS TO PVC ADAPTORRGS CONDUIT ELBOW

12"

SEE NOTES FOR

FCU, NOTE 2

PROVIDE 5’-0" WIDE P-405 HMASTRIP AROUND FOUNDATION

5’-0" WIDE P-405 HMA STRIPAROUND FOUNDATION,SEE AIRFIELD GUIDANCE SIGNHOUSEKEEPING PAD DETAIL.

12"2" P405 ON 6" P-209

5’-0"

5’-0"

12"

12"

12"

1. FCU CABINET AND IRGL CONTROL EQUIPMENT SHALL BE SOLE

SOURCED BY CIM AUTOMATION AND INSTALLED BY CONTRACTOR.

CONTRACTOR TO PROVIDE ALL CONDUITS AND COUPLINGS.

2. ENCLOSURE TO BE NEMA 4X, CONSTRUCTED OF STAINLESS

STEEL. ENCLOSURES TO HAVE OVERALL DIMENSIONS AS FOLLOWS:

SINGLE DOOR - 30"x24"x12"

3. P-405 HMA STRIP AROUND FOUNDATION IS INCIDENTAL TO THE COST

OF THE FCU CONCRETE PAD. CABLE AND 2" PVC CONDUIT WILL

BE PAID FOR UNDER THE 5KV CABLE PAY ITEM.

4. THE CONTRACTOR SHALL PROVIDE FCU CONCRETE FOUNDATIONS,

HOUSEKEEPING PAD, AND CONDUIT INSTALLATIONS. THE CONTRACTOR

SHALL PROVIDE AND INSTALL ALL RGL FO WITHIN THE FCU CABINET.

CIM AUTOMATION WILL TERMINATE AND TEST THE FO CABLE. THE

CONTRACTOR SHALL PROVIDE AND INSTALL ALL INPAVEMENT 5KV

CABLE AND ISOLATION TRANSFORMERS WITHIN THE IRGL HANDHOLE

AND INSTALL SECONDARY CABLE FROM EACH ISOLATION TRANSFORMER

THROUGH THE FCU AND TERMINATE THE SECONDARY CABLE AT EACH

INPAVEMENT FIXTURE.

OUTGOING SECONDARIES TO IRGLFIXTURES (SEE NOTES FOR FCU, NOTE 4)

2" CONDUIT WITH INCOMINGSECONDARIES FROM ISOLATIONTRANSFORMERS IN HANDHOLE(SEE NOTES FOR FCU, NOTE 4)

FIELD CONTROL UNIT (FCU)(SEE NOTES FOR FCU, NOTE 1)

2" CONDUIT WITH INCOMINGSECONDARIES FROM ISOLATIONTRANSFORMERS IN HANDHOLE(SEE NOTES FOR FCU, NOTE 4)

OUTGOING SECONDARIES TO IRGLFIXTURES IN TWO 2" CONDUIT. INSTALL1/2 OF THE IRGL FIXTURES CABLES INEACH CONDUIT. (SEE NOTES FOR FCU,NOTE 4)

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Lic. No. 0402036086


EL07.0014

87a

EL07.0014 NOT TO SCALE

1


1


1

4’x4’ IRGL ISOLATION TRANSFORMER HANDHOLE DETAILCONCRETE PAD AND CONDUIT PROVISIONSFOR FIELD CONTROL UNIT ENCLOSURE DETAIL

TYPICAL FCU EQUIPMENT LAYOUT FORIRGL AT HOLD POSITION - ELEVATION

Documents

SUMMARY OF QUANTITIES OF QUANTITIES GN01.0002 PROJECT IDENTIFIER VOLUME NUMBER SHEET NUMBER IA1103 AIRPORTS AUTHORITY METROPOLITAN WASHINGTON AIRPORTS AUTHORITY METROPOLITAN WASHINGTON