DWGS_Amendment 1.pdf

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G-001

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OMAHA DISTRICT

TRUAX FIELD ANGB, WISCONSIN

REPAIR APRON

PN XGFG182004

W9128F21R0025

W9128F-C-20-XXXX

DECEMBER 2020

of Engineers

US Army Corps

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ADVERTISEMENT SET

®of Engineers

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INDEX

DESIGN FILE FILE NUMBER SHEET NO. DESCRIPTION

GENERAL

C-002

C-001

G-002

G-001

LOW PROFILE BARRICADE & ROPE AND BARREL FENCE DETAILS

PHASING PLAN & NOTES

PROJECT LOCATION PLAN

COVER SHEET

TX07_C-002.DWG

TX07_C-001.DWG

TX07_G-002.DWG

TX07_G-001.DWG

GEOTECHNICAL

TX07_B-301.DWG

TX07_B-101.DWG

B-301

B-101

BORING LOGS

BORING LOCATION PLAN

ELECTRICAL

TX07_ES504.DWG

TX07_ES503.DWG

TX07_ES502.DWG

TX07_ES501.DWG

TX07_ES101.DWG

TX07_ED101.DWG

ES504

ES503

ES502

ES501

ES101

ED101

BURIED SENSOR LINE (BSL) SITE DETAILS

BURIED SENSOR LINE (BSL) SITE DETAILS

BURIED SENSOR LINE (BSL) TYPICAL DETAILS

BURIED SENSOR LINE (BSL) TYPICAL DETAILS

ELECTRICAL SITE PLAN

ELECTRICAL REMOVAL PLAN

EXISTING CONDITIONS

TX07_VF101.DWG VF101 EXISTING CONDITIONS PLAN

CIVIL

TX07_CU501.DWG

TX07_CU101.DWG

TX07_CG401.DWG

TX07_CG101.DWG

TX07_CP801.DWG

TX07_CP701.DWG

TX07_CP504.DWG

TX07_CP503.DWG

TX07_CP502.DWG

TX07_CP501.DWG

TX07_CP401.DWG

TX07_CP201.DWG

TX07_CP101.DWG

TX07_CP100.DWG

TX07_CD201.DWG

TX07_CD101.DWG

CU501

CU101

CG401

CG101

CP801

CP701

CP504

CP503

CP502

CP501

CP401

CP201

CP101

CP100

CD201

CD101

WATER DETAILS

UTILITY PLAN

SPOT ELEVATION PLAN

GRADING PLAN

PAVEMENT MARKING DETAILS

PAVEMENT MARKING PLAN

GROUNDING POINT DETAILS

REINFORCEMENT DETAILS

JOINT SEALANT DETAILS

JOINT DETAILS

JOINT LAYOUT PLAN

PAVEMENT REPLACEMENT SECTIONS

PAVING PLAN

GEOMETRIC CONTROL PLAN

PAVEMENT REMOVAL SECTIONS

REMOVAL PLAN

LID

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L = 858.32

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ACAC

27'

BARRICADES (TYP.)

CAZ 1 LOW PROFILE

BARRICADES (TYP.)

CAZ 1 LOW PROFILE

BARRICADES (TYP.)

CAZ 1 LOW PROFILE

BARRICADES (TYP.)

CAZ 2 LOW PROFILE

SHEETS FOR DETAILS

BLS - SEE ELECTRICAL

CENTERLINE MARKING (TYP.)

TEMPORARY TAXILANE

NEW 6" REFLECTIVE YELLOW

CENTERLINE MARKING (TYP.)

TEMPORARY TAXILANE

NEW 6" REFLECTIVE YELLOW

BARREL FENCING

CAZ #2 ROPE AND

BARREL FENCING

CAZ #1 ROPE AND

SHOULDER

CAZ #2 ACC

MARKINGS TO BE REMOVED

EXISTING TAXILANE

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BUILDING 400

BUILDING 404

BUILDING 406

B C D

ENTRY CONTROL POINT

FOD CHECKPOINT AND

15'

.6

.4

.2

36.14'

R

R

50 CAZ #1 PCC

CAZ #1 ACC

CAZ #1 ACC

POSITION 22

PARKING

POSITION 21

PARKING

POSITION 20

PARKING

POSITION 19

PARKING

POSITION 18

PARKING

POSITION 17

PARKING

POSITION 16

PARKING

POSITION 15

PARKING

POSITION 14

PARKING

POSITION 13

PARKING

POSITION 12

PARKING

POSITION 11

PARKING

POSITION 10

PARKING

POSITION 9

PARKING

BUILDING 426

F -1

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F-15E

F-15E

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F-15E

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50' 100'0

SCALE: 1" = 50' - 0"

NN

ROPE AND BARREL FENCING - SEE NOTE 2

AND BARREL FENCE AT ALL LOCATIONS WHERE FREE ZONE LIMITS CROSS NON-PAVED (TURFED) AREAS.

ZONE LIMITS CROSS PAVED AIRFIELD PAVEMENTS INCLUDING SHOULDER PAVEMENT. INSTALL ROPE

ROPE AND BARREL FENCING. INSTALL LOW PROFILE BARRICADES AT ALL LOCATIONS WHERE FREE

3. CONTRACTOR FREE ZONE TO BE DELINEATED BY A COMBINATION OF LOW PROFILE BARRICADES AND

2. SEE SHEET C-102 FOR LOW PROFILE BARRICADE AND ROPE AND BARREL FENCE DETAILS.

ROUTE REQUIREMENTS.

1. SEE SHEET G-002 FOR CONTRACTOR STAGING / STORAGE / BATCH PLANT / TRAILER AREA AND HAUL

CONTRACTOR HAUL ROUTE

NOTES:

LEGEND:

LOW PROFILE BARRICADES - SEE NOTE 2

CONSTRUCTION AREA ZONES.

FREE ZONE HAS BEEN ESTABLISHED THE CONTRACTOR WILL NOT BE REQUIRED TO BE ESCORTED TO THE

ESTABLISHING THE CONSTRUCTION FREE ZONES AS SHOWN ON THIS SHEET. AFTER THE CONSTRUCTION

AND TAXILANE MARKINGS. AN ESCORT WILL BE REQUIRED FOR ALL PERSONNEL IN CHARGE OF

B. AN ESCORT WILL BE REQUIRED FOR ALL PERSONNEL INSTALLING THE TEMPORARY PARKING POSITION

HAULING OPERATIONS.

CLEAN AIRFIELD PAVEMENTS. OPERATE THE VACUUM TRUCK CONTINUOUSLY DURING CONTRACTOR

PROVIDE A SELF-CONTAINED PAVEMENT VACUUMING TRUCK WHICH IS SPECIFICALLY MANUFACTURED TO

(FOD) IS PRESENT. REMOVE ALL FOD FOUND ON AIRFIELD PAVEMENTS WITHIN 1-HOUR OF DISCOVERY.

CONSTRUCTION EQUIPMENT HOURLY BY THE CONTRACTOR TO DETERMINE IF FOREIGN OBJECT DEBRIS

DISPLAYED. INSPECT ALL ACTIVE AIRFIELD PAVEMENTS TRAFFICKED BY THE CONTRACTOR'S

A. ALL VEHICLES REQUIRE COMPANY MARKINGS, FLASHING BEACONS, AND FLIGHT LINE PASSES

3. GENERAL REQUIREMENTS

ALL NEW PAVEMENT MARKINGS AS SHOWN ON SHEET CP701.

D. AT THE COMPLETION OF THE PROJECT, REMOVE THE TEMPORARY PAVEMENT MARKINGS AND INSTALL

AREA FREE ZONE.

SHOWN ON THIS SHEET. OBTAIN A GOVERNMENT ESCORT FOR WORK OUTSIDE OF THE CONSTRUCTION

TEMPORARY PAVEMENT MARKINGS WILL OCCUR OUTSIDE OF THE CONSTRUCTION AREA FREE ZONE

THIS SHEET, PRIOR TO BEGINNING ANY WORK ON THE APRON. ALL WORK REQUIRED TO INSTALL THE

C. INSTALL THE TEMPORARY PARKING POSITION MARKINGS AND TEMPORARY TAXILANES, AS SHOWN ON

IN ADVANCE OF INSTALLING TEMPORARY PAVEMENT MARKINGS.

B. NOTIFY THE AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER'S REPRESENTATIVE, 30 DAYS

GOVERNMENT ESCORT IS NOT REQUIRED.

SECURITY FENCE AND ALL HAUL ROUTES SHOWN ON SHEET G-002 ARE CONSIDERED A FREE ZONE, I.E. A

BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER. ALL AREAS WITHIN THE AIRFIELD

FROM WORK AT THE SITE IS LIMITED TO DAYLIGHT HOURS UNLESS ADDITIONAL HOURS ARE REQUESTED

OBTAIN APPROVAL BY THE AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER. ACCESS TO AND

A. ESTABLISH ACCESS TO THE SITE PRIOR TO INITIATING ANY WORK. COORDINATE ACCESS WITH AND

1. WORK AREA & ACCESS LIMITATIONS

COORDINATING WORK WITHIN EACH CONSTRUCTION AREA ZONE.

PROVIDE A TWENTY-ONE DAY WRITTEN NOTICE IN ADVANCE, THROUGH THE CONTRACTING OFFICER, THIS WORK WITHIN THE TIME FRAME REQUIRED AND IS APPROVED BY THE CONTRACTING OFFICER.

NOT INITIATE WORK UNTIL THE CONTRACTOR'S SCHEDULE DEMONSTRATES THE ABILITY TO COMPLETE

ALLOWED ACCESS TO A LIMITED NUMBER OF CONSTRUCTION AREA ZONES (CAZ) AT ANY ONE TIME. DO

CONTINUAL ACCESS TO ANGB FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE

PHASING, PROVIDED HEREIN, IS ESTABLISHED TO MAINTAIN AIRCRAFT OPERATIONAL CAPABILITY AND

CONSTRUCTION PHASING NOTES

RENOVATION CONTRACTOR.

COORIDNATE THE INSTALLATION OF THE WATERLINES AS SHOWN ON CU101 WITH THE BUILDING 406

D. THE BUILDING 406 RENOVATION PROJECT WILL BE CONSTRUCTED CONCURRENTLY WITH THIS PROJECT.

CONTRACTING OFFICER WEEKLY.

C. COORDINATE AIRCRAFT MOVEMENTS WITH THE AIRFIELD MANAGER, OPERATIONS PERSONNEL AND THE

DAILY.

BASE PERSONNEL WILL REQUIRE DAILY ACCESS TO BUILDING 426. COORDINATE ACCESS TO BUILDING 426

B. CONTRACTOR AND AIRCRAFT OPERATIONS SHALL COORDINATE AIRCRAFT ACCESS TO BUILDING 426.

OF AIRCRAFT FROM THE PARKING APRON TO THE BUILDINGS.

THE SELF CONTAINED VACUUMING TRUCK AND MOVE EQUIPMENT, AS REQUIRED, TO ALLOW SAFE PASSAGE

WHEN AIRCRAFT MUST ACCESS BUILDING 400, THE CONTRACTOR SHALL VACUUM THE ACCESS APRON WITH

A. CONTRACTOR AND AIRCRAFT OPERATIONS SHALL COORDINATE AIRCRAFT ACCESS TO BUILDING 400.

4. SPECIAL REQUIREMENTS

SATISFACTION.

ADDITIONAL COST TO THE GOVERNMENT. REPAIR ALL DAMAGES TO THE CONTRACTING OFFICER'S

CONTRACTING OFFICER. REPAIR OR REPLACE THE DAMAGED AIRFIELD LIGHTS AND/OR NAVAIDS AT NO

AIRFIELD LIGHTS AND/OR NAVAIDS IS DAMAGED BY THE CONTRACTOR, IMMEDIATELY NOTIFY THE

N. PROTECT ALL EXISTING AIRFIELD LIGHTS AND/OR NAVAIDS DURING CONSTRUCTION. IF AN EXISTING

ACTIVITIES.

REQUIRED FOR HIM TO SUBMIT FAA FROM 7460-1 SIXTY (60) DAYS PRIOR TO BEGINNING ANY CONSTRUCTION

SAFETY ON AIRPORTS DURING CONSTRUCTION. PROVIDE THE AIRFIELD MANAGER ALL INFORMATION

OPERATIONAL SAFETY ON AIRFIELDS DURING CONSTRUCTION AND FAA AC 150 5370-2f OPERATIONAL

M. COMPLY WITH ALL ASPECTS OF UFC 3-260-01, SECTION 14 CONSTRUCTION PHASING PLAN AND

3. GENERAL REQUIREMENTS (CON'T)

C. SEE SHEET CP701 FOR APRON PAVEMENT MARKING PHASING PLANS.

DAMAGED BY THE CONTRACTOR TO MATCH EXISTING CONDITION PRIOR TO CONSTRUCTION.

B. RE-ESTABLISH EXISTING PAVEMENT MARKINGS AND ALL EXISTING UTILITIES REMOVED OR

CONFORMING TO 32 12 15.13 HOT-MIX ASPHALT AIRFIELD PAVING.

AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS AND AN APPROVED HMA JOB MIX FORMULA

CONCRETE MIX DESIGN CONFORMING TO SPECIFICATION 32 13 14.13 CONCRETE PAVEMENTS FOR

A. NO DEMOLITION OF EXISTING AIRFIELD PAVEMENT UNTIL THE CONTRACTOR HAS AN APPROVED

AFFECTING THE WORKERS WITHIN CAZ 2.

REQUIRED TO BE TOWED IN AND OUT OF THE PARKING SPOTS TO PREVENT JET BLAST FROM

PARKING SPOTS 13 THRU 22 WILL BE AVAILABLE FOR AIRCRAFT TO USE, BUT AIRCRAFT WILL BE

3. DURING CAZ 2 APRON WORK, THE MAIN TAXILANE WILL BE CLOSED TO AIRCRAFT OPERATION.

WITHIN 30 DAYS OF BEGINNING WORK WITHIN THE CAZ 2 AREA.

2. ALL CONSTRUCTION OF THE ASPHALT SHOULDER PAVEMENT WITHIN CAZ 2 SHALL BE COMPLETE

1. CAZ 1 AND CAZ 2 MAY BE CONSTRUCTED CONCURRENTLY.

(BSL).

CONSTRUCTION OF THE ASPHALT SHOULDER AND THE INSTALLATION OF THE BURIED SENSOR LINE

THE CONSTRUCTION OF THE PCC APRON AND ASSOCIATED ASPHALT. CAZ 2 WILL BE THE

A. THE CONSTRUCTION OF THE APRON WILL BE IN TWO PHASES (CAZ 1 AND CAZ 2). CAZ 1 WILL BE

2. CONSTRUCTION PHASING

L. MAXIMUM EQUIPMENT HEIGHT ALLOWABLE ON THE APRON SHALL NOT EXCEED 20'.

DURING CONSTRUCTION.

K. STOCKPILING OF BASE COURSE AND SUBGRADE MATERIALS WILL NOT BE ALLOWED ON THE APRON

USED TO REMOVE/REPLACE EXISTING BASE AND SUBGRADE MATERIALS.

CONTACT WITH ANY PAVEMENT TO REMAIN AT ANY TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE

J. DO NOT OPERATE STEEL BUCKET OR BLADE EQUIPMENT WITH THE BUCKET OR BLADE IN DIRECT

ARE SUBJECT TO CHANGE.

MAY REQUEST EXTENDED HOURS OF GATE ACCESS THROUGH THE CONTRACTING OFFICER. GATE HOURS

HAUL ROUTE NOTE 7 ON SHEET G-002 FOR GATE HOURS. FOURTEEN DAYS IN ADVANCE, THE CONTRACTOR

GOVERNMENT SECURITY FORCES. THE ECP WILL BE MANNED THE SAME HOURS AS THE MAIN GATE. SEE

USED AS THE CONTRACTOR'S ACCESS POINT TO THE CONSTRUCTION SITE, WILL BE MANNED BY

ACCESS AND MATERIAL DELIVERIES TO AVOID DELAYS. THE ENTRY CONTROL POINT (ECP), WHICH SHALL BE

INSPECTING VEHICLES ONE VEHICLE AT A TIME. THEREFORE, STRATEGICALLY SCHEDULE PERSONNEL

PRIOR TO ACCESS TO WISCONSIN ANGB. ONLY ONE SET OF GOVERNMENT SECURITY FORCES WILL BE

I. ALL CONTRACTOR VEHICLES AND EQUIPMENT WILL BE INSPECTED BY GOVERNMENT SECURITY FORCES

AND THE CONTRACTING OFFICER.

H. COORDINATE ALL WORK ON THE AIRFIELD WITH THE AIRFIELD MANAGER AND ANGB BASE OPERATIONS

BEING NOTIFIED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

LOW PROFILE BARRICADES AND HAZARD LIGHTS AND ROPE AND BARREL FENCING WITHIN ONE HOUR OF

BARRICADES AND HAZARD LIGHTS AND ROPE AND BARREL FENCING. INITIATE AND COMPLETE REPAIRS OF

G. HAVE A PERSON AVAILABLE 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF LOW PROFILE

F. MAINTAIN ALL HAUL ROUTES SO THEY REMAIN PASSABLE AT ALL TIMES.

CONSTRUCTION.

E. THE HAUL ROUTES WILL BE USED BY THE SECURITY POLICE AND OTHER PERSONNEL DURING

YIELDING SPOTS.

D. RESTORE ALL HAUL ROUTES BACK TO ORIGINAL CONDITION BY REPAIRING POTHOLES, RUTS AND SOFT

C. CONTINUOUSLY VACUUM SWEEP ALL HAUL ROUTES AND CONSTRUCTION AREA FREE ZONES.

3. GENERAL REQUIREMENTS (CON'T)

C

BC

BC

B

C

BC

B

C

BC

B C

BC

B

C B

C B

C B

C B

C B

C B

C B

C B

EE

E

E

E

C B

W

C B

C B

C B

W

E

C B

C B

C

BC

B

W

W

E E

W

E

W

N W

S S

IG

S

T A

IN

V 852.04

IN

V 851.59

IN

V 851.93

IN

V 853.46

IN

V 853.14

IN

V 852.62

IN

V 852.94

IN

V 852.92

IN

V 853.39

IN

V 853.34

IN

V 852.71

IN

V 852.22

IN

V 852.20

IN

V 852.23

IN

V 851.97

IN

V 852.10

IN

V 852.55

IN

V 851.51

IN

V 851.77

IN

V 851.57

IN

V 851.65

IN

V 851.62

IN

V 851.43

IN

V 851.79

IN

V 851.54

IN

V

851.08IN

V 851.28

IN

V 851.13

IN

V 851.24

IN

V 852.38

IN

V 850.97

IN

V 851.02

IN

V 854.04

IN

V 856.29

IN

V 856.74

IN

V 852.55

IN

V 852.53

IN

V 852.72

IN

V 851.12

IN

V 851.05

IN

V 852.46

IN

V 851.73

IN

V

853.38IN

V 853.23

IN

V 853.12

IN

V 858.25

IN

V 851.56

IN

V 852.57

IN

V 852.51

IN

V 852.05

IN

V 853.37

IN

V 850.95

IN

V 853.40

IN

V 852.03

IN

V 852.21

IN

V 851.52

IN

V 851.58

IN

V 851.32

Y P E : P

V C

F

IB

E R

IN

V 851.46

IN

V

852.14 IN

V 851.89

B

LU

E

LIG

H T

12" R C P

IN

V 853.25

6" P V C

- P

LU

G

G E D

12" R C P

12" R C P

4" D R

O P P

V C

12" R C P

6" P V C

12" R C P

C B

12" R C P

IN

V 851.57

IN

V 851.57

IN

V 851.67

IN

V 851.28

12" P V C

36" R C P

12" R C P

36" R C P

36" R C P

15" R C P

F O

U N

D A T

IO

N

F U T U R E B

U

ILD

IN

G 12" P

V C

IN

V 851.41

12" R C P

12" P V C

12" R C P

12' R C P

IN

V 853.49

12" R C P

12" R C P

IN

V 851.78

IN

V 852.23

12" R C P

IN

V 852.08

8" P V C

12" R C P

6" C

LA

Y T

ILE

IN

V 852.89

12" R C P

12" R C P

12" R C P

12" R C P

E

LE

C T R

IC

A L P

A N E L

12" R C P

6" P V C

IN

V 851.41

12" R C P

IN

V 850.90

IN

V 852.26

12" R C P

12" R C P

IN

V

853.28 IN

V 853.15

8" P V C

G R

O U

N D R

O D

C B

C B

A P P R

O X . W

A T E R

LIN

E

IN

V

IN

V

IN

V

IN

V

12" R C P

IN

V 852.34

IN

V 852.04

R

IM

E

L = 855.86

#A W

R

IM

E

L = 855.47

#A W

R

IM

E

L = 855.61

#A W

R

IM

E

L = 855.69

#A W

R

IM

E

L = 855.66

#A W

R

IM

E

L= 855.09

#A W

R

IM

E

L = 855.77

#A W

R

IM

E

L = 856.27

#A W

R

IM

E

L = 857.00

#A W

R

IM

E

L = 856.58

#A W

R

IM

E

L = 856.38

#A W

R

IM

E

L = 857.67

#A W

R

IM

E

L = 856.98

#D C

K

IN

V 852.95

R

IM

E

L = 855.70

#D C

K

IN

V 852.32

R

IM

856.49

#D C

K

IN

V 853.38

R

IM

E

L= 857.83

#D C

K

IN

V 853.22

R

IM

E

L= 857.82

#D C

K

R

IM

E

L = 858.09

#A W 20547

R

IM

E

L = 856.67

#A W

R

IM

E

L = 856.65

#A W

R

IM

E

L = 856.63

#A W

R

IM

E

L = 856.76

#A W

R

IM

E

L = 851.59

#D C

K

B O

LT

E D S

H U T

R

IM

E

L = 858.87

#A W

R

IM

E

L = 857.20

#A W

R

IM

E

L = 857.17

#A W

R

IM

856.27

#A W 20549

R

IM

E

L = 857.96

#A W 20551

LID

LO

C K E D

R

IM

E

L = 858.32

O

IL-W

A T E R S

E P E R

A T O

R

#A W

R

IM

E

L = 857.08

#A W 20552

C O

C O

C O

C O

C O

W

C O

C O

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C O

C O

C O

C O

C O

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C T

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A R

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N

.5

19.99'

.7

.0

S O

L

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IT

A T

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N N

O

D E

S

IG

N E

D B

Y

D E

S C

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D A

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C O

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R A

C T N

O

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D R

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N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

ALERT SHELTER C ALERT SHELTER D

BUILDING 400

BUILDING 406

BUILDING 404

TO REMAIN

EXISTING PCC

C

C P

C P

B

C P

C P

TO REMAIN

EXISTING PCC

TO REMAIN

EXISTING PCC

.1

259.87'

A

CP201CP101

121.48'

145.44'

73.18'

B

C P

C P

T O R

E M

A

IN

E X

IS

T

IN

G P

C C

.1

440.16'

C

C P

C P

.3

.9

.9

.8

TO REMAIN

EXISTING PCC

A

CP101 CP201

TO REMAIN

EXISTING PCC 39.71'

.1

.0

480.19'

143.17'

589.5'

55.3'

86.07'

82.91'

.1 7'

124.44'

.6

60.16'

R 15'

R 5'

R 5'

R

R

R

D

C P

C P

D

C P

C P

.6

90.39'

LEGEND:

COURSE / 6" SUBBASE COURSE

NEW 4" ACC / 6" AGGREGATE BASE

NOTES:

RECOMPACT 6" EXISTING BASE COURSE

NEW 14" PCC / SCARIFY AND

1. SEE SHEET CP201 FOR NEW PAVEMENT SECTIONS.

RECOMPACT 6" EXISTING BASE COURSE

NEW 11.25" PCC / SCARIFY AND

RECOMPACT 6" EXISTING BASE COURSE

NEW 14" PCC (REINFORCED) / SCARIFY AND

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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IN

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H U

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...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\TX07_CP101

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NN

50' 100'0

SCALE: 1" = 50' - 0"

MARKING (TYP.)

NEW APRON EDGE

RED MARKING (TYP.)

NEW 6" REFLECTIVE

POINT MARKING

NEW ENTRY CONTROL

POINT MARKING (TYP.)

NEW GROUNDING

MARKING (TYP.)

CENTERLINE

NEW TAXILANE

YELLOW MARKINGS (TYP.)

NEW 4" REFLECITVE

WARNING SIGN (TYP.)

NEW RESTRICTED AREA

MARKING (TYP.)

NEW APRON EDGE

WARNING SIGN (TYP.)

NEW RESTRICTED AREA

RED MARKING (TYP.)

NEW 6" REFLECTIVE

MARKING (TYP.)

NEW APRON EDGE

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IS

S

U E D

A T

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SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

100' (TYP.)

BUILDING 406

BUILDING 404

BUILDING 400

ALERT SHELTER CALERT SHELTER B ALERT SHELTER D

65.5

60' (TYP.)

41'

R

(T

Y P

100' (TYP.)

RED MARKING (TYP.)

NEW 6" REFLECTIVE

100' (TYP.)

MARKING (TYP.)

CENTERLINE

NEW TAXILANE

MARKING (TYP.)

CENTERLINE

NEW TAXILANE

WARNING SIGN (TYP.)

NEW RESTRICTED AREA

MARKING (TYP.)

NEW APRON EDGE

R

(T

Y P

R 30'

R

.3 (T

Y P

.7

(T

Y P

NOTES:

CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

2. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR

1. SEE SHEET CP801 FOR PAVEMENT MARKING DETAILS.

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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H U

C K

L E

B

G O

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CP701

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...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\TX07_CP701

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NN

50' 100'0

SCALE: 1" = 50' - 0"

6" REFLECTIVE RED MARKING

RESTRICTED AREA WARNING SIGN

BLACK MARKING

2" NON-REFLECTIVE

YELLOW MARKING

18" REFLECTIVE

STATIC GROUND POINT

6" REFLECTIVE RED MARKING

6"WHITE MARKING

REFELCTIVE

6" WIDE BY 3' LONG

6"

S O

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D E

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S U

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T E

D B

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D A

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C O

N T

R A

C T N

O

C H

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K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

NOT TO SCALE

TAXIWAY CENTERLINE MARKING DETAIL

6" 6" 6"

18"

OUTLINE

6" BLACKOUTLINE

6" BLACK

NOTES:

1. ALL BLACK MARKINGS SHALL BE NON-REFLECTIVE.

R E

T R

O -R

E F

L E

C T

IV

E Y

E L L

O W M

A R

K

IN

G

NOT TO SCALE

OUTLINE

6" BLACK

TAXIWAY/APRON EDGE MARKING DETAIL

OUTLINE

6" BLACK

NOTES:

1. ALL BLACK MARKINGS SHALL BE NON-REFLECTIVE.

RETRO-REFLECTIVE YELLOW MARKING

RETRO-REFLECTIVE YELLOW MARKING

OUTLINE

6" BLACK

NOT TO SCALE

NEW RESTRICTED AREA MARKING DETAIL

100' (TYP.)

NO SCALE

RESTRICTED AREA MARKING DETAIL

SOLID WHITE BACKGROUND

RESTRICTED AREA MARKING NOTES:

INTERVALS AND AT EACH CHANGE IN DIRECTION.

4. NEW WARNING SIGNS SHALL BE SPACED AT 100' MAXIMUM

3. ALL RESTRICTED AREA MARKINGS SHALL BE NON-REFLECTIVE.

THROUGH THE CONTRACTING OFFICER.

OF RESTRICTED AREA MARKINGS WITH BASE OPERATIONS

2. CONTRACTOR SHALL VERIFY LOCATIONS AND APPEARANCE

BE RED LETTERING.

AND "USED OF DEADLY FORCE AUTHORIZED" WHICH SHALL

1. ALL LETTERING SHALL BE BLACK EXCEPT THE "WARNING"

4.5'

.5

RESTRICTED AREA

WARNING

SEC. 21, INTERNAL SECURTITY ACT OF 1950; 50 U.S.C. 797

THE PROPERTY UNDER THEIR CONTROL ARE SUBJECT

IT IS UNLAWFUL TO ENTER THIS AREA WITHOUT

PERMISSION OF THE INSTALLATION COMMANDER

WHILE ON THIS INSTALLATION ALL PERSONNEL AND

TO SEARCH.

USE OF DEADLY FORCE AUTHORIZED.

DISTRIBUTION: F

SUPERSEDES AFVA 31-101 14 JULY 1995

PRESCRIBED BY AFI 31-101

15 OCTOBER 2000

AFVA 31-107

U.S. GOVERNMENT PRINTING OFFICE 2004-225-134

NOT TO SCALE

STATIC GROUND MARKING DETAIL 1

6"

OHMIC TEST

DATE TESTED

OHMS

18"

AS SHOWN WITH 3/4" SPACING BETWEEN LINES.

2. TESTING INFORMATION SHALL BE CENTERED

1. ALL LETTERS SHALL BE 1" HIGH.

GROUNDING POINT NOTES:

2"

NOT TO SCALE

STATIC GROUND MARKING DETAIL 2

STATIC GROUND ONLY

2"

3. ALL BACKGROUNDS SHALL BE REFLECTIVE YELLOW.

2. ALL LETTERS SHALL BE 4" HIGH, BLACK AND NON-REFLECTIVE.

MARKING DETAIL 1.

1. LOCATE STATIC GROUND DETAIL 2 6" FROM STATIC GROUND

GROUNDING POINT NOTES:

NO SCALE

ENTRY CONTROL POINT MARKING DETAIL

66.25'

A C

C S

H O

U L

D E

R P

C C A

P R

O N T

A X

IL

A N

E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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H U

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...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\TX07_CP801

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C B

C B

C B

C B

C B

W

E

IN

V 852.94

IN

V 852.92

IN

V 853.39

IN

V 853.34

IN

V 851.43

IN

V 851.79

IN

V 854.04

IN

V 852.55

IN

V 852.53

IN

V 852.72

IN

V 852.46

IN

V 851.73

IN

V

853.38IN

V 853.23

IN

V 853.12

IN

V 852.57

IN

V 852.51

IN

V 853.40

12" R C P

12" R C P

12' R C P

IN

V 853.49

12" R C P

12" R C P

IN

V 851.78

IN

V 852.23

12" R C P

IN

V 852.08

8" P V C

12" R C P

6" C

LA

Y T

ILE

IN

V 852.89

IN

V

853.28 IN

V 853.15

B

LD

G

A

IR

C R

A F T H

A N

G E R

B

LD

G

A

IR

C R

A F T H

A N

G E R

C B

C B

T Y P E : H

A N

G E R

T Y P E : H

A N

G E R

R

IM

E

L = 856.98

#D C

K

IN

V 852.95

R

IM

E

L = 855.70

#D C

K

IN

V 852.32

R

IM

856.49

#D C

K

IN

V 853.38

R

IM

E

L= 857.83

#D C

K

IN

V 853.22

R

IM

E

L= 857.82

#D C

K

R

IM

E

L = 858.09

#A W 20547

R

IM

E

L = 856.67

#A W

R

IM

E

L = 856.65

#A W

G

C

W

S

C

G

S

E

S S

WITH 6" GATE VALVE TYPICAL

TO EXIST. WATER LINE

CONNECT NEW 6" WATER

WITH 6" GATE VALVE TYPICAL

TO EXIST. WATER LINE

CONNECT NEW 6" WATERPERFORM INSTALLATION

LOCATION PRIOR TO

WATER LINE SIZE AND

FIELD VERIFY EXIST.

PERFORM INSTALLATION

LOCATION PRIOR TO

WATER LINE SIZE AND

FIELD VERIFY EXIST.

6" WATER LINE

UNDER THE FUTURE PROJECT

LINE TO BE CONSTRUCTED

THIS SECTION OF WATER

FIRE HYDRANT

FIRE HYDRANT

THE TWO SEGMENTS

CONNECTION BETWEEN

COMPLETE THE FINAL

REPAIR CONTRACTOR TO

CAP IT HERE FOR THE APRON

CONSTRUCT WATER LINE AND

THE TWO SEGMENTS

CONNECTION BETWEEN

COMPLETE THE FINAL

REPAIR CONTRACTOR TO

CAP IT HERE FOR THE APRON

CONSTRUCT WATER LINE AND

S O

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IS

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SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

6" WATER

UNDER THE FUTURE PROJECT

LINE TO BE CONSTRUCTED

THIS SECTION OF WATER

®of Engineers

US Army Corps

U .S

A R

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O R

P S O

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CU101

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...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\UTILITY PLAN

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NN

SCALE: 1" = 20' - 0"

20' 40'0

ADEQUATELY CONVEY FLOW.

VERIFY EXISTING UTILITIES AND STRUCTURES ARE CLEAR AND FREE OF OBSTRUCTIONS AND WILL

WHEN CONNECTING NEW UTILITIES TO EXSITING UTILITIES/STRUCTURES, CONTRACTOR MUST 3.

CONTRACTOR MUST VERIFY THAT ABANDONED UTILITIES ARE NOT IN USE.

2. ABANDONED UTILITIES INTERFERING WITH NEW UTILITIES AND STRUCTURES MAY BE REMOVED.

SPECIFICATIONS AND INSIDE PIPE DIAMETER REQUIREMENTS.

CONTRACTOR SHALL MAKE SURE ALL PIPES INSTALL ON THIS PLAN SHALL MEET THE

1. THE PIPE SIZES FOR WATER ON THIS PLAN ARE BASED ON THE INSIDE PIPE DIAMETER.

GENERAL NOTES:

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

2-2 " HOSE CONNECTIONS

1-4 " PUMPER CONNECTION

15"X15"X6" CONC. BLOCK

C OF WATER MAINL

TYPICAL FIRE HYDRANT SETTING

NO SCALE

S E

E S

P E

C S

MIN. 45

MIN. 45

2" MIN.

MIN.

2"

2" MIN.

MIN. 45

TYPICAL THRUST BLOCKING DETAIL

NO SCALE

W

VALVE BOX TOP

DETAIL VALVE BOX

NO SCALE

GROUND LINE

VARIABLE

L

TYPICAL VALVE SETTING

NO SCALE

90 BEND 22 BEND 11 BEND45 BEND

B

B

B

B

B

BEARING AREA OF BLOCK IN SQ. FT. (B X H)

MIN. 45

2" MIN.

H

H

IN TABLE FOR 6" TEE OR END

SAME AREA AS INDICATED

THRUST BLOCK PROVIDE

WEEP HOLES OPEN

OF HYDRANT BARREL. KEEP

PROVIDE FOR PROPER DRAINAGE

M

IN

" CRUSHED ROCK

7 CUBIC FEET OF

BOX

ADJUSTABLE VALVE

IN TABLE FOR 6" TEE OR END

SAME AREA AS INDICATED

THRUST BLOCK PROVIDE

VALVE AND BOX

6" HYDRANT LEAD, SHUT OFF

OTHER PAVED AREAS

IN ROADS, SIDEWALKS, OR

WHEN VALVES ARE LOCATED

3'-0" IN DIAMETER X 8" THICK

VALVE BOX A CONCRETE DISK

CAST AROUND THE TOP OF EACH

IN AREAS OTHER THAN CONCRETE

1" CHAMFER WHEN LOCATED

WAY OR EQUIVALENT

#3 O BARS @ 8 O.C. EACH

BOX

ADJUSTABLE VALVE

OR TEE

C CROSS

S P

E C

S E

E

EARTH

UNDISTURBED

BLOCKS

CONCRETE

POURED

MIN.

2"

EARTH

UNDISTURBED

BLOCKS

POURED CONCRETE

M

IN

TEE & END

SIZES

FITTING

6.00

8.00

10.00

3.00

5.33

8.33

1.62

2.88

4.51

0.83

1.47

2.30

0.42

0.74

1.15

2.12

3.77

5.89

DEGREES.

6. THE MINIMUM ALLOWABLE ANGLE (EITHER VERTICAL OR HORIZONTAL) SHALL BE 45

CORRESPONDS WITH THE CENTER OF THE THRUST BLOCK.

5. THRUST BLOCK ORIENTATION SHALL BE SUCH THAT THE CENTEROF THE FITTING

OUTSIDE DIAMETER (DO) OF THE FITTING ( DO < H <= H/2 ).

THE TOTAL DEPTH (H) TO THE BOTTOM OF THE THRUST BLOCK BUT NOT LESS THAN THE

4. THE VERTICAL DIMENSION (H) OF THE BEARING AREA SHALL BE EQUAL TO ONE-HALF

2.0 TIMES THE VERTICAL DIMENSION (H). ( H <= B <= 2H )

3. THE HORIZONTAL DIMENSION (B) OF THE BEARING AREA SHALL BE BETWEEN 1.0 AND

2. MINIMUM CONCRETE THICKNESS SHALL BE 12 INCHES.

INTERFERE WITH JOINT).

1. PLACE 4 ML. POLYETHYLENE BETWEEN CONCRETE AND FITTING (CONCRETE SHALL NOT

NOTES

GROUND / PAVEMENT

GROUND / PAVEMENT

* A

B

THE LEVEL OF THE ADJACENT AIRFIELD PAVEMENT AND NOT HIGHER THAN 30" ABOVE THE AIRFIELD PAVEMENT.

* B = FOR AIRFIELD PAVEMENT 'LOW-PROFILE' FIRE HYDRANT, THE TOP OF THE HYDRANT SHOULD NOT BE MORE THAN 26" ABOVE

* B = FOR NON-AIRFIELD PAVEMENT FIRE HYDRANT, THE TOP OF THE HYDRANT SHALL BE A MAXIMUM OF 4'-0".

* A = 7'-0" FROM BACK OF PAVEMENT WHERE NO CURB EXISTS OR 4'-0" FROM BACK OF CURB.

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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IN

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CU501

W A

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