DWGS_W9128F21R0025_REPAIR F-35 APRON.PDF

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OMAHA DISTRICT

TRUAX FIELD ANGB, WISCONSIN

REPAIR APRON

PN XGFG182005

W9128F-C-20-XXXX

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_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

CG401

CG101

CP801

CP701

CP504

CP503

CP502

CP501

CP401

CP201

CP101

CP100

CD201

CD101

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

W9128F21R0025

DECEMBER 2020

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B uilding H eight =

888.5 ft

B uilding H eight =

888.5 ft

B uilding H eight = 905 ft

B uilding H eight =

888.5 ft

B uilding H eight =

875.0 ft

B uilding H eight =

874.6 ft

B uilding H eight =

874.8 ft

B uilding H eight =

874.8 ft

B uilding height=

870 ft

1 foot

N A V D

R epair A pron (F Y

20) 115th F ighter W ing @

T ruax F ield, W I

M adison, W

I D w ayne K eltzer

June 3 - 15, 2019

N A D 83 W isconsin S outh S

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P ainted m arkings and visible features

M adison A

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M adisonA

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BY ANGB PERSONELL)

CONTRACTOR GATE (MANNED

PROJECT LOCATION

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ENTRY CONTROL

FOD CHECKPOINT &

D an ielle Sch o rsch in sky-C am p b ell

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THE CONTRACTING OFFICER, 14 DAYS IN ADVANCE OF CONNECTING TO THE WATER SUPPLY.

MEANS OF CONVEYING WATER TO THE BATCH PLANT. NOTIFY WISCONSIN ANGB CES, THROUGH

PAYMENT AND METERING REQUIREMENTS. CONTRACTOR TO PROVIDE OWN CONNECTION AND

FOR ALL WATER USED. CONTRACTOR SHALL COORDINATE WITH THE CITY OF MADISON FOR

DOWNSTREAM OF THE WATER SUPPLY. CONTRACTOR SHALL REIMBURSE THE CITY OF MADISON

CONTRACTOR TO PROVIDE AND INSTALL A BACKFLOW PREVENTER ADN WATER METER

7. WATER AVAILABLE FOR CONTRACTOR USE WITHIN THE BATCH PLANT LOCATION SHOWN.

CONNECTING TO THE POWER SOURCE.

NOTIFY WISCONSIN ANGB CES, THROUGH THE CONTRACTING OFFICER, 14 DAYS IN ADVANCE OF

THE BATCH PLANT AND OTHER FACILITIES. JACK-AND-BORE THE POWER LINE UNDER ANY ROADS.

PROVIDE AND CONNECT HIS OWN STEP-DOWN TRANSFORMER TO PROVIDE USABLE POWER FOR

ALL ELECTRICY USED. COORDINATE WITH MG & E (MADISON GAS AND ELECTRIC). CONTRACTOR TO

CONTRACTOR SHALL INSTALL A METER AND REIMBURSE THE ELECTRICAL UTILITY COMPANY FOR

6. POWER AVAILABLE FOR CONTRACTOR USE WITHIN THE BATCH PLANT LOCATION SHOWN.

NOT ACCEPTABLE.

AC 150/5345-43, TYPE L-810) FOR THE BATCH PLANT . LED TYPE OBSTRUCTION LIGHT FIXTURES ARE

5. PROVIDE OBSTRUCTION LIGHT FIXTURES (AVIATION RED INCANDESCENT STEADY BURNING FAA

COMPLETION.

PROVIDED BY THE GOVERNMENT. REMOVE THE CHAIN LINK FENCE PRIOR TO CONTRACT

AROUND THE PERIMETER OF THE BATCH PLANT AREA FOR SECURITY; NO SECURITY MEASURES ARE

4. THE CONTRACTOR MAY ELECT TO INSTALL A CHAIN LINK SECURITY FENCE WITH LOCKING GATE

STABLE WORKING PLATFORM.

WATER BEST MANAGEMENT PRACTICES AND IMPORTING AGGREGATE MATERIALS TO PROVIDE A

INCLUDE BUT ARE NOT LIMITED TO GRADING, INSTALLING DRAINAGE SYSTEMS, INSTALLING STORM

3. IMPROVE THE BATCH PLANT AREA TO MEET THE CONTRACTOR'S NEEDS. IMPROVEMENTS

PROJECT, TOPSOIL WITH 4" OF TOPSOIL AND SEED ALL DISTRURBED AREAS.

EXISTING GRADE OUTSIDE OF THE BATCH PLANT / STAGING AREA AT THE COMPLETION OF THE

LEVEL THE BATCH PLANT / STAGING AREA IMPROVEMENTS AND GRADE THE SITE TO MATCH THE

WISCONSIN ANGB CIVIL ENGINEERING REPRESENTATIVE TO ESTABLISH THE EXISTING CONDITION.

THE BATCH PLANT / STAGING AREA WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND

2. PERFORM A SITE SURVEY PRIOR TO IMPROVING THE BATCH PLANT / STAGING AREA. INSPECT

ON THIS SHEET.

1. LOCATE THE CONCRETE BATCH PLANT / CONTRACTOR STAGING AREA AT THE LOCATION SHOWN

BATCH PLANT NOTES:

REQUEST EXTENDED HOURS OF GATE ACCESS.

FOURTEEN DAYS IN ADVANCE, THROUGH THE CONTRACTING OFFICER, THE CONTRACTOR MAY

SATURDAY, SUNDAY AND GOVERNMENT HOLIDAYS: CLOSED

MONDAY - FRIDAY: 0630 THRU 1630

ACCESS GATE WILL BE MANNED BY GOVERNMENT PERSONNEL DURING THE HOURS LISTED HERE:

PERSONNEL ACCESS AND MATERIAL DELIVERIES TO AVOID ACCESS DELAYS. THE CONTRACTOR

FORCES PRIOR TO ACCESS TO WISCONSIN ANGB. THEREFORE, STRATEGICALLY SCHEDULE

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

THE ENTRY CONTROL POINT SHOWN ON SHEET C-001.

WISCONSIN ANGB THROUGH THE CONTRACTORS ACCESS GATE. ACCESS THE WORK SITE THROUGH

6. ALL CONTRACTOR DELIVERIES AND CONTRACTOR PERSONNEL ARE REQUIRED TO ACCESS THE

5. SEE SHEET C-001 FOR ADDITIONAL ACCESS, GENERAL NOTES, AND RESTORATION NOTES.

ON ANY AIRFIELD PAVEMENTS. SEE SHEET C-001 FOR DAILY FOD CONTROL REQUIREMENTS.

ROUTES SO THAT MUD AND/OR OTHER DEBRIS IS NOT PICKED UP BY TRUCK TIRES AND TRAFFICKED

4. MAINTAIN THE HAUL ROUTES SO THEY REMAIN PASSABLE AT ALL TIMES. MAINTAIN THE HAUL

THE ENTIRE DURATION OF THE CONTRACT.

3. IMPLEMENT A DUST CONTROL PLAN FOR ALL HAUL ROUTES DURING HAULING OPERATIONS FOR

ROADS TO ORIGINAL PRE-PROJECT CONDITION UPON COMPLETION OF ALL HAULING ACTIVITIES.

CONSTRUCTION TRAFFIC. MAINTAIN ALL ROADS WHILE WORKING ON THE PROJECT. RESTORE THE

2. MAKE ALL ROAD IMPROVEMENTS NECESSARY TO PROVIDE A USEABLE SURFACE FOR

BETTER CONDITION.

FORMAL SUBMITTAL. UPON COMPLETION OF THE PROJECT, RESTORE ALL ROADS TO ORIGINAL OR

VIDEO OR PHOTOGRAPHS AND SUBMITTED TO THE CONTRACTING OFFICER REPRESENTATIVE AS A

AND SOFT YIELDING SPOTS. DOCUMENT THE INSPECTION WITH A DETAILED REPORT AND EITHER

RESTORE ALL HAUL ROUTES BACK TO THE ORIGINAL CONDITION BY REPAIRING POTHOLES, RUTS

OFFICER'S REPRESENTATIVE AND WISCONSIN ANG BASE CIVIL ENGINEERING REPRESENTATIVE.

ESTABLISH THE EXISTING HAUL ROUTE CONDITION WITH THE CONTRACTOR, CONTRACTING

BEGINNING ANY WORK. INSPECT THE HAUL ROUTES PRIOR TO CONTRACTOR TRAFFIC TO

1. CONDUCT A SITE SURVEY FOR ALL HAUL ROUTES AND SURROUNDING AREAS PRIOR TO

HAUL ROUTE NOTES:

1. SEE SHEET C-001 FOR THE LOCATION OF THE CONSTRUCTION FREE ZONE.

GENERAL NOTE:

LEGEND:

STAGING AREA LOCATION

CONTRACTOR BATCH PLANT /

CONTRACTOR HAUL ROUTE

SCALE: 1" = 200' - 0"

NN

400'0 200'

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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'

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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

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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

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)

D E

C E

M B

E R

W F

R

SEE NOTE 4

FLASHING RED LIGHT

AREA

CONSTRUCTION CONSTRUCTION

LOW PROFILE BARRICADES

BARRICADES (2)

CORNER LOW PROFILE

SOLID WHITE STRIPE

TO EYEBOLT

TIE ROPE SECURELY

55 GALLON STEEL BARREL

NUT AND WASHER (TYP)

1/4" DIA EYEBOLT WITH

FOR EASY OPENING

SAFETY LATCH HOOK

1/2" RED NYLON ROPE

SURVEYING RIBBON

2' MIN LENGTH RED OR ORANGE

NUT AND WASHER

1/4" DIA EYEBOLT WITH

GROUND

MATERIAL

FLAGGING

PLASTIC

MATERIAL

FLAGGING

PLASTIC

BARRELS

BARRICADES

LOW PROFILE

BARREL AT PAVEMENT EDGE

LINE OF BARRELS

PAVED AREAPAVED AREA

TURFED AREATURFED AREA

BARRELS (TYP)

BARREL

CORNER

PAVED AREAPAVED AREA

TURFED AREATURFED AREA

S O

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

6'-0" MIN TO 10'-0" MAX

M A

X

10"

7. PROVIDE ONE 12' GAP IN THE LOW PROFILE BARRICADES FOR SECURITY FORCES AND FIRE TRUCK ACCESS.

6. REFLECTIVE STRIPES SHALL BE ON ALL LONGITUDINAL SIDES EXCEPT BOTTOM.

REPRESENTATIVE.

PROFILE BARRICADES AND HAZARD LIGHTS WITHIN ONE HOUR OF BEING NOTIFIED BY THE CONTRACTING OFFICER'S

PROFILE BARRICADES AND HAZARD LIGHTS. THE CONTRACTOR SHALL INITIATE AND COMPLETE REPAIRS OF LOW

5. THE CONTRACTOR SHALL HAVE A PERSON AVAILABLE 24 HOURS A DAY FOREMERGENCY MAINTENANCE OF LOW

FLASHES PER MINUTE.

4. FLASHING RED LIGHTS SHALL HAVE AT LEAST 5 CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160

3. LOW PROFILE BARRICADES SHALL BE CONTINUOUS AT LOCATIONS INDICATED.

2. BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2F AND UFC 3-260-04.

HIGH WINDS AND JET ENGINE BLAST.

1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT TO PREVENT OVERTURNING DUE TO

LOW PROFILE BARRICADE NOTES:

C1

TYPICAL LOW PROFILE BARRICADE DETAIL

NO SCALE

L L

10' C TO C

SEE NOTE 3

L L

C T

O C

S E

E N

O T

E

A1

TYPICAL LOW PROFILE BARRICADE PLACEMENT DETAIL

NO SCALE

D7

TYPICAL BARREL DETAIL

NO SCALE

C7

ROPE AND BARREL FENCE TYPICAL PLAN DETAIL

NO SCALE

3'-0"

A P

P R

O X

-3 /4

A7

ROPE AND BARREL FENCE TYPICAL ELEVATION DETAIL

NO SCALE

C4

TYPICAL FENCE / BARRICADE CORNER DETAIL

NO SCALE

A4

TYPICAL FENCE CORNER DETAIL

NO SCALE

CONTRACTOR'S PROPERTY AND SHALL BE DISPOSED OF OFF THE GOVERNMENT PREMISES.

CONTRACT. UPON COMPLETION OF THE CONTRACT, ALL MATERIALS USED IN THE FENCE SHALL BECOME THE

6. THE CONTRACTOR SHALL MAINTAIN THE CONTRACTOR WORK AREA FENCE THROUGHOUT THE DURATION OF THE

SECURELY ATTACHED TO THE "I" BOLTS.

MATERIAL FOR CONNECTION TO I-BOLTS. THE OPPOSITE END OF THE ROPE OR FLAGGING MATERIAL SHALL BE

5. SAFETY LATCH HOOKS SHALL BE PROVIDED ON ONE END OF EACH SECTION OF NYLON ROPE OR FLAGGING

THE NYLON ROPE.

SHALL BE RED OR ORANGE, A MINIMUM OF 2-FOOT IN LENGTH, AND SHALL BE SPACED AT 3-FOOT INTERVALS ALONG

SURVEYING RIBBON OR RED OR ORANGE PLASTIC FLAGGING MATERIAL FOR FENCE SHOWN. SURVEYING RIBBON

4. THE CONTRACTOR SHALL HAVE THE OPTION OF PROVIDING 1/2-INCH DIAMETER RED NYLON ROPE WITH

3. BARRELS SHALL BE SPACED AT 20-FOOT INTERVALS ALONG THE FENCE.

OVERTURNING.

2. BARRELS SHALL BE PARTIALLY FILLED WITH SAND OR OTHER SUITABLE BALLAST AS NEEDED TO PREVENT

HAVE EQUIVALENT ORANGE AND WHITE STRIPES.

POLYETHYLENE BARRELS SHALL BE APPROXIMATELY THE SAME HEIGHT AS STEEL BARRELS SHOWN AND SHALL

HAVE THE OPTION OF USING NEW OR USED POLYETHYLENE BARRELS IN LIEU OF STEEL BARRELS SHOWN.

1. 55-GALLON STEEL BARRELS USED IN ROPE AND BARREL FENCE MAY BE NEW OR USED. THE CONTRACTOR SHALL

ROPE AND BARREL FENCE NOTES:

EDGE OF PAVEMENT

55 GALLON STEEL BARREL

WIDE STRIPES (TYP)

APPROXIMATELY 7"

SOLID ORANGE STRIPE

EDGE OF PAVEMENT

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

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IN

E E

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L E

B

G O

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IB

E R

B

G O

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F -1

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C-002

L O

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IL

E B

A R

R

IC

A D

E

R O

P E A

N D B

A R

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IN

G D

E T

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F

L E

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IS

T R

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C

A P

IT

O L A

V E

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O M

A H

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-X

X X

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F

IL

E N

U M

B E

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F

IL

E N

A M

E

A N

S I

D

T R

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...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\TX07_C-002

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D E

C E

M B

E R

W F

R

C

BC

BC

B

C

BC

B

L

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

C B

C B

C B

E

C B

C B

C

BC

B

L

L

E E

E

N W

S S

IG

S

T A

C

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 852.40

IN

V 852.42

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

IN

T R

U S

IO

N B

O X

W A R

N

IN

G B

O X

W A R

N

IN

G B

O X

W A R

N

IN

G B

X

Y P E : P

V C

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

F

IB

E R

B uilding H eight =

888.5 ft

B uilding H eight =

888.5 ft

B uilding H eight = 905 ft

B uilding H eight =

888.5 ft

B uilding H eight =

875.0 ft

B uilding H eight =

874.6 ft

B uilding H eight =

874.8 ft

B uilding H eight =

874.8 ft

B uilding height=

870 ft

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

10" 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

IE

D

O

D

O

D

O

D

O

D

O

D

O

D

O

D

O W

N

T

IE

D

O W

N

T

IE

D

O W

N

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 = 858.32

#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

G

C

S

C

C O

S

C O

C O

S

C O

C

C

W

C P

S

C O

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G

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C O

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C O

C O

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C H

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D B

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SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

TR19-07

TR19-11

TR19-12

TR19-09

TR19-10

TR19-08

®of Engineers

US Army Corps

U .S

A R

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O R

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...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\TX07_B-101

10:38:01 AM 12/15/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

SCALE: 1" = 50' - 0"

NN

2146259.09414077.09VARIESTR19-12*

2145964.47413799.92VARIESTR19-11*

2146299.80414260.0210.0'TR19-10

2146265.49414144.5710.0'TR19-09

2146140.28414046.9810.0'TR19-08

2145850.01413827.0710.0'TR19-07

EASTINGNORTHINGDEPTH (FT)BORING

COORDINATE SYSTEM: WISCONSIN SOUTH (4803)

TR 19-01 BORING LOCATION AND DESIGNATION

50' 100'0INTO THE SUBSURFACE.

EXISTING PAVEMENT THICKNESS AND WERE NOT ADVANCED

BORINGS MARKED WITH AN ASTERISK WERE CORED TO IDENTIFY

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

A

B

C

D

E

F

G

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M

LL

PI

BORING LEGEND

JULY 14, 2019

N

EOB - 10.9' BGS

EOB - 10.5' BGS

JULY 12, 2019

TR19-08

TR19-09

ELEV. 857.55

ELEV. 857.5

CORE HOLE ID

TR19-11

TR19-12

ACC THICKNESS (IN)

3.84

5.40

ACC CORE THICKNESS

% fines

EOB - 10.8' BGS

PILLN

TR19-07

ELEV. 858.05

7.5

7/11

7/12

M

LEAN CLAY WITH SAND, gray, stiff, dry, 5% coarse sand, 5% medium sand, 14% fine sand, 76% fines

SP-SM

SP

7/01

G.W.T. N.E.

7/01

SW WELL GRADED SAND WITH GRAVEL, very dense, dry, orangish brown, fine sand, medium sand, some fines

22% fine sand, 8% fines

POORLY GRADED SAND WITH SILT AND GRAVEL, light yellowish brown, very dense, dry, 12% coarse gravel, 30% fine gravel, 11% coarse sand, 17% medium sand, PILLN

6.450

7/11

M

CL35 17

POORLY GRADED SAND, grayish brown, medium dense, moist, trace medum sand, fine sand, trace fines

22.49

16.214

20.819

PILLN

4.064

7/11

M

39 22

16.829

19.48

SP-SM

CL

CL12.8

20.7

13.7

EOB - 10.9' BGS

JULY 14, 2019

ELEV. 857.5

PILLN

4.146

7/11

M

SP-SM

18.962

15.7

20.6

TR19-10

17.1 CL

TR19-01

JULY 12, 2019

SP

POORLY GRADED SAND WITH SILT AND GRAVEL, light yellowish brown, subrounded, dense, dry, some fine gravel, trace coarse sand, little medium sand, fine sand, little fines

SP

E 2145850.01

N 413827.07

E 2146140.28

N 414046.98

E 2146265.49

N 414144.57

E 2146299.80

N 414260.02

NORTHING EASTING

413799.92 2145964.47

414077.09 2146259.09

E L E

V A

T

IO

N

N A

V D

E L E

V A

T

IO

N

N A

V D

E L E

V A

T

IO

N

N A

V D

E L E

V A

T

IO

N

N A

V D

AND LABORATORY VISUAL DECRIPTIONS

SOIL CLASSIFCATION BASED ON LABORATORY TESTING

SOIL CLASSIFICATION BASED ON FIELD LOGS

GROUNDWATER TABLE NOT ENCOUNTERED

24 HOUR GROUNDWATER DEPTH AND DATE MEASURED

GROUNDWATER DEPTH AND DATE MEASURED

THE NO.200 SIEVE

PERCENT OF SOIL BY DRY WEIGHT PASSING

OUTSIDE DIAMETER SAMPLER, 1 FOOT.

DROPPING 30 INCHES, TO DRIVE A 2-INCH

NUMBER OF BLOWS FOR A 140-POUND WEIGHT

STANDARD PENETRATION BLOW COUNT.

PLASTICITY INDEX

LIQUID LIMIT

NATURAL MOISTURE CONTENT IN PERCENT

IN FEET (NAVD88)

TOP OF PAVEMENT ELEVATION AT BORING LOCATION

DATE BORING COMPLETED

DRILL HOLE NUMBER

LEAN CLAY

FL

ELEV. 857.5

6. FOR SOIL BORING LOCATIONS, SEE SHEET B-101.

5. ASPHALT (ACC) CORE THICKNESS IS EXPRESSED IN INCHES

EXCEEDING 60 WERE ENCOUNTERED.

4. NOTE THAT BORING LOGS INDICATE THAT VERY DENSE SOILS AND SPT VALUES

TEST (SPT). ONCE REFUSAL IS ENCOUNTERED, THE SPT IS DISCONTINUED.

EXCEEDING 60 IN ANY SIX INCH INTERVAL OF THE STANDARD PENETRATION

3. REFUSAL (N=60+) IS DEFINED AS A CUMULATIVE BLOW COUNT

GROUND WATER CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.

LARGELY ON CLIMATIC CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY

DIFFERENT SEASONS OF THE YEAR OR FROM YEAR TO YEAR DEPENDING

THE WATER LEVEL RECORDED CAN FLUCTUATE APPRECIABLY AT

THE SOILS WHICH WERE ENOUNTERED AT THAT LOCATION; HOWEVER,

AT THAT TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF

AT THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED

2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED

LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.

LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.

TIME OF DRILLING. SEE "M" ON THE CONDENSED LOG OF BORINGS FOR

ARE FIELD DESCRIPTIONS MADE BY THE INSPECTOR IN THE FIELD AT THE

FIELD AND LABORATORY DATA. THE TERMS "DRY", "MOIST", "WET", ETC.,

1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF

BORING NOTES

CONCRETE PAVEMENT, 10.8 INCHES THICK

LEAN CLAY, greenish gray, dry, stiff, trace medium sand, trace fine sand, fines, potential fuel contamination

POORLY GRADED SAND, grayish brown, medium dense to very dense, moist, trace medum sand, fine sand, trace fines

CONCRETE PAVEMENT, 12 INCHES THICK

SP-SM

SP-SM POORLY GRADED SAND WITH SILT AND GRAVEL, light yellowish brown, dense, dry, fine sand, some coarse gravel, some fine gravel, some medium sand, some fines, some coarse sand

POORLY GRADED SAND WITH SILT AND GRAVEL, light yellowish brown, subrounded, dense, dry, fine sand, some coarse gravel, some fine gravel, some medium sand, some fines, some coarse sand

JULY 14, 2019

POORLY GRADED SAND, grayish brown, medium dense to loose, moist, trace medum sand, fine sand, trace fines

LEAN CLAY, dark gray, medium stiff, dry, 1% medium sand, 10% fine sand, 89% fines, potential fuel contamination

LEAN CLAY WITH SAND, gray, stiff, dry, trace coarse and medium sand, some fine sand, fines, potential fuel contamination

CONCRETE PAVEMENT, 10.8 INCHES THICK

POORLY GRADED SAND, gray to black, moist, fine grained, possible fuel contamination

CONCRETE PAVEMENT, 10.8 INCHES THICK

SULFATE: 259 mg/L, RESISTIVITY: 1441 ohm-cm, pH: 7.88, CONDUCTIVITY: 694 uS/cm SULFATE: 331mg/L, RESISTIVITY: 1006 ohm-cm, pH: 8.01, CONDUCTIVITY: 994 uS/cm

S O

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

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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

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IS

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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

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:52:49 AM 12/15/2020

...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\BORING LOGS

A N

S I

D

A

H A

N E

O M

A H

A D

IS

T R

IC

T

F

IL

E N

U M

B E

R

B-301

C F

R

IT

Z

W E

IH

F

L E

R

IN

G L

O G

S

T

W E

IH

IN

G

R E

P A

IR

A

P R

O N

T R

U A

X F

IE

L D A

N G

B

W

IS

C O

N S

IN

W F -C -2

-X

X X

X

C

A P

IT

O L A

V E

N U

E

F

IL

E N

A M

E

F -1

-0

T X

B -3

.d g n

P N X

G F

G

ADVERTISEMENT SET

W F

R

D E

C E

M B

E R

C

BC

BC

B

C

BC

B

L

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

L

L

W

W

E E

W

E

W

N W

S S

IG

S

T A

C

E

LE

V 857.35

E 2146103.06

N 413969.11

C P 8E

LE

V 857.41

E 2145793.14

N 413675.14

C P

E

LE

V 857.41

E 2146381.41

N 414236.89

D C

K C P

E

LE

V 857.30

E 2146328.01

N 414183.75

D C

K C P 6E

LE

V 857.26

E 2146239.44

N 414099.46

D C

K C P

E

LE

V 857.33

E 2145937.34

N 413811.99

D C

K C P

E

LE

V 856.78

E 2145811.89

N 413597.02

D C

K C P 111E

LE

V 857.10

E 2145721.06

N 413499.09

D C

K C P

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 852.72

IN

V 854.23

IN

V 854.94

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 858.02

IN

V 857.98

IN

V 852.40

IN

V 852.42

IN

V 858.25

IN

V 851.56

IN

V 852.57

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

R

IM

E

L = 858.41

IN

T R

U S

IO

N B

O X

W A R

N

IN

G B

O X

W A R

N

IN

G B

O X

W A R

N

IN

G B

P E : O

F F

IZ

E : 8'

T Y P E : C

H A

IN

LIN

K

P E : O

F F

P E : O

F F

LA

G E A

IR

P O

R T

LIG

M P O

R A R

Y F

E N C E

T Y P E : C

H A

IN

LIN

P E : P

V C

C

LE

A N

O U T

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

C

LE

A N

O U T

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

D U C T

M

IL R

A M P

LIG

H T

C

LE

A N

O U T

F

IB

E R

T E

M P O

R A R

Y F

E N C E

S

IZ

E : 6'

T Y P E : C

H A

IN

LIN

K

T E

M P O

R A R

Y F

E N C E

S

IZ

E : 6'

T Y P E : C

H A

IN

LIN

K

T E

M P O

R A R

Y F

E N C E

S

IZ

E : 6'

T Y P E : C

H A

IN

LIN

K

T E

M P O

R A R

Y F

E N C E

S

IZ

E : 6'

T Y P E : C

H A

IN

LIN

K

T E

M P O

R A R

Y F

E N C E

S

IZ

E : 6'

T Y P E : C

H A

IN

LIN

K

T E

M P O

R A R

Y F

E N C E

S

IZ

E : 6'

T Y P E : C

H A

IN

LIN

K

T E

M P O

R A R

Y F

E N C E

S

IZ

E : 6'

T Y P E : C

H A

IN

LIN

K

T E

M P O

R A R

Y F

E N C E

S

IZ

E : 6'

T Y P E : C

H A

IN

LIN

K B uilding H eight =

888.5 ft

B uilding H eight =

888.5 ft

B uilding H eight = 905 ft

B uilding H eight =

888.5 ft

B uilding H eight =

875.0 ft

B uilding H eight =

874.6 ft

B uilding H eight =

874.8 ft

B uilding H eight =

874.8 ft

B uilding height=

870 ft

T Y P E : C

O N C

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

T E

M P O

R A R

Y F

E N C E

S

IZ

E : 6"

T Y P E : C

H A

IN

LIN

K

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

B

LD

G

A

IR

C R

A F T H

A N

G E R

12" R C P

E

LE

C T R

IC

A L P

A N E L

W E

LL H

O U S E

12" R C P

6" P V C

IN

V 851.41

12" R C P

IN

V 850.90

E

LE

V 857.98

E 2145991.69

N 413731.10

A W

C P

IN

V 852.26

12" R C P

12" R C P

LIF

T S

T A T

IO

N

10" R C P

IN

V

853.28 IN

V 853.15

8" P V C

B

LD

G

A

IR

C R

A F T H

A N

G E R

B

LD

G

A D

M

IN

. O

F F

IC

E

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

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

E L 857.36

E 2146174.863

N 414595.425

5/8" R E B A R W \C

A P

C P

E L 855.89

E 2145743.880

N 414188.901

5/8" R E B A R W \C

A P

C P

E L 856.44

E 2145364.735

N 413830.690

5/8" R E B A R W \C

A P

C P

E

LE

V 857.07

E 2146319.880

N 414068.471

C P 4 M

A G

C H E

V

IN

V

IN

V

IN

V

12" R C P

IN

V 852.34

T Y P E : H

A N

G E R

T Y P E : H

A N

G E R

T Y P E : H

A N

G E R 420 T

Y P E : H

A N

G E

D

O

D

O

D

O

D

O

D

O

D

O

D

O

D

O W

N

T

IE

D

O W

N

T

IE

D

O W

N

IN

V 852.04

R

IM

857.40

A B A N

D O

N E D W

A T E R

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 = 857.99

IN

T E R C E P T O

R V

A

LV

E

#D C

K 202C

R

IM

E

L = 858.32

#D C

K

R

IM

E

L = 858.49

#D C

K

R

IM

E

L = 858.09

#A W 20547

R

IM

E

L = 857.84

#D C

K 20546

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

B O

LT

E D D

O W

N

R

IM

E

L = 858.17

#C B 16108

R

IM

856.27

#A W 20549

R

IM

E

L = 857.96

#A W 12166

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

858858

858858

TR19-07

TR19-11

TR19-12

TR19-09

TR19-10

TR19-08

G

C

S

C

C O

S

C O

C O

S

C O

C

C

W

C P

S

C O

W

C

G

G

S

C O

C O

E

C O

C O

CC

P

C O

W

C O

S

C O

ACAC

S S

S O

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

NOTES:

THE ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE PRESENT.

1. ALL TOPOGRAPHIC INFORMATION SHOWN SHALL BE VERIFIED BY THE CONTRACTOR.

1 foot

NAVD1988

Repair Apron (FY20) 115th Fighter Wing @ Truax Field, WI

Madison, WI

Dwayne Keltzer

June 3 - 15, 2019

NAD 83 Wisconsin South SPCS

Painted markings and visible features

PROJECT:

LOCATION:

PARTY CHIEF:

DATE OF SURVEY:

CONTOUR INTERVAL:

SOURCE OF UTILITIES:

HORIZONTAL DATUM:

VERTICAL DATUM:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(FT)

(FT) (M)

(FT)

857.36

0° 27'26.55762"

CP1

NAVD88

0.9999076433

CP1

2146174.863

NGEOGRAPHIC COORDINATES (NAD83)

WISCONSIN SOUTH ZONE (NAD83)

43°08'08.11676"

89°20'03.62412"

414595.425 with the ground.

The station is a 5/8" iron pin set with COE cap that is driven flush

Fence

Fire Hydrant

CL Concrete Pad

.5

.6

.2

Grassy Area

Pedestal

Asphalt Road

C o n c re te p ro n northwest from the centerline of the second concrete pad.

13.55 ft northeast from the centerline of a pedestal and 11.65 ft

The monument is 8.2 ft southeast from the centerline of a fire hydrant, apron approximately 150 feet southwest of Taxiway D.

The station is located in the grass field between the fence and concrete

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(FT)

(FT) (M)

(FT)

855.89

0° 27'22.53376"

CP2

NAVD88

0.999907802

GEOGRAPHIC COORDINATES (NAVD83) N

CP2

WISCONSIN SOUTH ZONE (NAD83)

43°08'04.13539"

89°20'09.48039"

414188.901

2145743.88 with the ground.

The station is a 5/8" iron pin set with COE cap that is driven flush

CL Sanitary M.H.

Fire Hydrant Fence

Concrete Pad and 35.5 ft southwest from the southwest corner of the concrete pad.

the sanitary sewer manhole, 7.49 ft southeast from a fire hydrant, Taxiway F.The monument is 8.93 ft northeast from the center line of concrete plane standby area approximately 570 feet northeast from

The station is located in the grass field in between the fence and

.9

.5 '7

.4

Grassy Area

C o n c re te ro n

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(FT)

(FT) (M)

(FT)

856.44

0° 27'18.99396"

CP3

NAVD88

0.999907854

GEOGRAPHIC COORDINATES (NAVD83)

2145364.735

N

WISCONSIN SOUTH ZONE (NAD83)

43°08'00.62707"

89°20'14.63216"

413830.69

CP3

.8

27.65'

14.

Taxiway F

Fence

Concrete PAd

NE COR Lighted Sign with the ground.

The station is a 5/8" iron pin set with COE cap that is driven flush

Grassy Area

A s p h a lt o a d

C o n c re t e ro n of the concrete apron.

from the centerline of a concrete pad, and 27.65 ft west from the edge northwest from the northeast corner of a lighted sign, 14.20 ft southwest

Located on the North-East side of Taxiway F, the monument is 14.84 ft

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

H U

C K

L E

B

G O

L

IB

E R

B

G O

L

IB

E R

F -1

-0

T X

V F .d

VF101

X

IS

T

IN

G C

O N

D

IT

IO

N S P

L

F

L E

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

V E

N U

E

O M

A H

A

N E

W F -C -2

-X

X X

X

F

IL

E N

U M

B E

R

F

IL

E N

A M

E

A N

S I

D

T R

U A

X F

IE

L D A

N G

B

W

IS

C O

N S

IN

R E

P A

IR

A

P R

O N

P N X

G F

G

...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\TX07_VF101

10:03:19 AM 12/15/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

NN

50' 100'0

SCALE: 1" = 50' - 0"

D E

C E

M B

E R

W F

R

C

BC

BC

B

C

BC

B

L

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

C B

C B

C B

E

C B

C B

C

BC

B

L

L

E E

E

N W

S S

IG

S

T A

C

E

LE

V 857.35

E 2146103.06

N 413969.11

C P 8E

LE

V 857.41

E 2145793.14

N 413675.14

C P

E

LE

V 857.41

E 2146381.41

N 414236.89

D C

K C P

E

LE

V 857.30

E 2146328.01

N 414183.75

D C

K C P 6E

LE

V 857.26

E 2146239.44

N 414099.46

D C

K C P

E

LE

V 857.33

E 2145937.34

N 413811.99

D C

K C P

E

LE

V 856.78

E 2145811.89

N 413597.02

D C

K C P 111E

LE

V 857.10

E 2145721.06

N 413499.09

D C

K C P

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 852.40

IN

V 852.42

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

IN

T R

U S

IO

N B

O X

W A R

N

IN

G B

O X

W A R

N

IN

G B

O X

W A R

N

IN

G B

P E : P

V C

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

IN

T E R C E P T O

R

LIN

E

F

IB

E R

B uilding H eight =

888.5 ft

B uilding H eight =

888.5 ft

B uilding H eight = 905 ft

B uilding H eight =

888.5 ft

B uilding H eight =

875.0 ft

B uilding H eight =

874.6 ft

B uilding H eight =

874.8 ft

B uilding H eight =

874.8 ft

B uilding height=

870 ft

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

E

LE

V 857.98

E 2145991.69

N 413731.10

A W

C P

IN

V 852.26

12" R C P

12" R C P

10" 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

E L 857.36

E 2146174.863

N 414595.425

5/8" R E B A R W \C

A P

C P

E L 855.89

E 2145743.880

N 414188.901

5/8" R E B A R W \C

A P

C P

E L 856.44

E 2145364.735

N 413830.690

5/8" R E B A R W \C

A P

C P

E

LE

V 857.07

E 2146319.880

N 414068.471

C P 4 M

A G

C H E

V

IN

V

IN

V

IN

V

12" R C P

IN

V

852.34

D

O

D

O

D

O

D

O

D

O

D

O

D

O

D

O W

N

T

IE

D

O W

N

T

IE

D

O W

N

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 = 858.32

#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

TR19-07

TR19-11

TR19-12

TR19-09

TR19-10

TR19-08

G

C

S

C

C O

S

C O

C O

S

C O

C

C

W

C P

S

C O

C

G

G

S

C O

C O

E

C O

C O

CC

P

C O

W

C O

S

C O

ACAC

S S

P R

O

JE

C T

S U

M M

A R

Y

R E P

O R T

P R

O

JE

C T

LO

C

A T

IO

N

SEE NOTE 1 (TYP.)

SEE NOTE 1 (TYP.)

SEE NOTE 1 (TYP.)

SEE NOTE 2 (TYP.)

.7

19.99'

SEE NOTE 2 (TYP.) SEE NOTE 2 (TYP.)

SEE NOTE 1 (TYP.)

.5

S O

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 (T

Y P

(TYP.)

~20'

TO REMAIN

EXISTING PCC

TO REMAIN

EXISTING PCC

T O R

E M

A

IN

E X

IS

T

IN

G P

C C

BUILDING 400

BUILDING 404

BUILDING 406

ALERT SHELTER DALERT SHELTER CALERT SHELTER B

A

CD101 CD201

A

CD201CD101

C

C D

C D

C

C D

C D

B

C D

C D

B

C D

C D

.1

259.87'480.19'

.0

39.71'

.1

.9

TO REMAIN

EXISTING PCC

TO REMAIN

EXISTING PCC

(T Y

P

(TYP.)

~20'

TO REMAIN

EXISTING PCC

.8

.9

.3

.1

97.31'440.16'

121.48'

144.94'

100.98'

.6

60.16'

90.39'

TO BE REMOVED

COURSE AS NECESSARY

11.25" PCC / RIGID BASE

NECESSARY TO BE REMOVED

4" ACC / BASE COURSE AS

LEGEND:

BE REMOVED - SEE NOTE 9

PAVEMENT MARKINGS TO

NOTES:

HIS OWN EXPENSE.

OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE CONTRACTOR AT

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE CONTRACTOR'S

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

REINFORCED WITH 0.05% STEEL DEFORMED BARS IN BOTH DIRECTIONS.

5. ALL ODD-SHAPED SLABS AND SLABS WITH STRUCTURAL PENETRATIONS ARE

COMPACT SUBBASE COURSE MATERIAL AS NECESSARY.

SECTION IS LESS THAN THE EXISTING PAVEMENT SECTION REMOVED, PLACE AND

CONSTRUCT THE NEW PAVEMENT SECTION. IN AREAS WHERE THE NEW PAVEMENT

PAVEMENT REMOVED, REMOVE EXISTING SUBGRADE MATERIAL AS NECESSARY TO

4. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS GREATER THAN THE EXISTING

REPLACEMENT SECTIONS, RESPECTIVELY.

3. SEE SHEETS CD201 AND SHEET CP201 FOR PAVEMENT REMOVAL AND PAVEMENT

CONTROLLED LANDS.

VERTICAL SAWCUT. ALL ACC SHALL BE REMOVED OFF OF GOVERNMENT

2. ALL ACC PAVEMENT REMOVALS SHALL BE INITIATED WITH A SINGLE FULL DEPTH,

OR TRIPLE FULL DEPTH, VERTICAL SAWCUT. SEE SHEET CD201 FOR DETAILS.

1. ALL PCC PAVEMENT REMOVALS SHALL BE INITIATED WITH A DOUBLE FULL DEPTH

CP701 FOR THE PAVEMENT MARKING PLAN.

PAVEMENT MARKINGS PRIOR TO INSTALLING THE PERMANENT MARKINGS. SEE SHEET

9. AFTER COMPLETING ALL WORK WITHIN BOTH CAZ #1 AND CAZ #2, REMOVE

PAVEMENT MARKING PLAN.

MARKING THE APRON THE WITH PERMANENT MARKINGS. SEE SHEET CP701 FOR THE

DURING CONSTRUCITON. TEMPORARY TAXILANE MARKING TO BE REMOVED PRIOR TO

MARKINGS AND INSTALL THE NEW TEMPORARY TAXILANE TO BE USED BY AIRCRAFT

8. PRIOR TO INITIATING WORK WITHIN CAZ #1 (PHASE 1) REMOVE PAVEMENT

- THE JOINT BETWEEN SLABS OF DIFFERENT SIZES.

- THE JOINT ADJACENT TO STRUCTURES.

THICKENED EDGE EXPANSION JOINT EXISTS AT THE FOLLOWING LOCATIONS:

THE SURROUNDING PAVEMENT. THE CONTRACTOR SHALL ASSUME THAT A

ASSUME THAT THE PAVEMENT AT THAT LOCATION IS 1.3 TIMES THE THICKNESS OF

7. AT LOCATIONS OF THICKENED EDGE EXPANSION JOINTS, THE CONTRACTOR SHALL

BE REMOVED - SEE NOTE 8

PAVEMENT MARKINGS TO

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

H U

C K

L E

B

G O

L

IB

E R

B

G O

L

IB

E R

F -1

-0

T X

C D

.d

CD101

E

M O

V A

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L

F

L E

A H

A D

IS

T R

IC

T

C

A P

IT

O L A

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O M

A H

A

N E

W F -C -2

-X

X X

X

F

IL

E N

U M

B E

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F

IL

E N

A M

E

A N

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...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\TX07_CD101

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SCALE: 1" = 50' - 0"

NN

50' 100'0

D E

C E

M B

E R

W F

R

JOINT (TYP.)

BUTT

JOINT (TYP.)

BUTT

JOINT (TYP.)

DOWELED CONST.

JOINT (TYP.)

DOWELED CONST.

JOINT (TYP.)

SAWED CONTR.

JOINT (TYP.)

SAWED CONTR.

JOINT (TYP.)

SAWED CONTR.

TO REMAIN (TYP.)

OF EXISTING PAVEMENT

PREVENT UNDERMINING

TO REMAIN (TYP.)

OF EXISTING PAVEMENT

PREVENT UNDERMINING

TO REMAIN (TYP.)

OF EXISTING PAVEMENT

PREVENT UNDERMINING

TO REMAIN (TYP.)

OF EXISTING PAVEMENT

PREVENT UNDERMINING EXISTING SUBGRADE

EXISTING SUBGRADE

EXISTING SUBGRADE

TO BE REMOVED

EXISTING 4" ACC

TO BE REMOVED

EXISTING BASE COURSE

TO BE REMOVED

EXISTING SUBGRADE

PRIOR TO REMOVAL

AREA TO BE REMOVED

WHEELSAW, 24" INSIDE

DEPTH SAWCUT, WITH

PROVIDE A SECOND FULL

DOWELS MAY BE PRESENT

THICKENED EDGE MAY BE PRESENT

EXISTING PAVEMENT TO REMAIN

PREVENT UNDERMINING OF

TO BE REMOVED

EXISTING PAVEMENT

DOWELS MAY BE PRESENT

THICKENED EDGE MAY BE PRESENT

EXISTING PAVEMENT TO REMAIN

PREVENT UNDERMINING OF

TO BE REMOVED

EXISTING PAVEMENT

12" INSIDE AREA TO BE REMOVED

" WIDE SAWCUT 8

DEPTH,

PROVIDE A THIRD FULL DAMAGE WILL NOT BE ALLOWED

USE OF HEAVY EQUIPMENT WHICH CAUSES

PREVENT DAMAGE TO PAVEMENT TO REMAIN.

BROKEN AND REMOVED WITH CARE TO

PAVEMENT WITHIN THIS AREA SHALL BE

EXISTING JOINT AT LIMITS OF REMOVAL

DIAMOND BLADE SAWCUT THROUGH

" WIDE,8

PROVIDE A FULL DEPTH,

EXISTING JOINT TYPE VARIES

DAMAGE WILL NOT BE ALLOWED

USE OF HEAVY EQUIPMENT WHICH CAUSES

PREVENT DAMAGE TO PAVEMENT TO REMAIN.

BROKEN AND REMOVED WITH CARE TO

PAVEMENT WITHIN THIS AREA SHALL BE

EXISTING JOINT AT LIMITS OF REMOVAL

DIAMOND BLADE SAWCUT THROUGH

" WIDE,8

PROVIDE A FULL DEPTH,

EXISTING JOINT TYPE VARIES

12" INSIDE AREA TO BE REMOVED

" WIDE SAWCUT 8

DEPTH,

PROVIDE A SECOND FULL

S O

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

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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

REPLACEMENT SECTIONS

CP201 FOR PAVEMENT

REMOVAL AREA - SEE SHEET

LEGEND:

- THE JOINT BETWEEN SLABS OF DIFFERENT SIZES.

- EXISTING PAVEMENT JOINTS ABUTTING EXISTING STRUCTURES.

EDGE EXPANSION JOINT EXISTS AT THE FOLLOWING LOCATIONS:

SURROUNDING PAVEMENT. THE CONTRACTOR SHALL ASSUME THAT A THICKENED

ASSUME THAT THE PAVEMENT AT THAT LOCATION IS 1.3 TIMES THE THICKNESS OF THE

6. AT LOCATIONS OF THICKENED EDGE EXPANSION JOINTS, THE CONTRACTOR SHALL

5. PREVENT UNDERMINING OF EXISTING PAVEMENT TO REMAIN.

MATERIAL.

PAVEMENT REMOVED, PLACE AND COMPACT NEW AGGREGATE BASE COURSE

4. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS LESS THAN THE EXISTING

SUBGRADE AS NECESSARY TO CONSTRUCT THE THICKER NEW PAVEMENT SECTION.

PAVEMENT REMOVED, REMOVE EXISTING BASE COURSE, SUBBASE COURSE AND/OR

3. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS GREATER THAN THE EXISTING

2. SEE SHEET CD101 FOR EXISTING PAVEMENT THICKNESSES.

PAVEMENT REPLACEMENT SECTION AS SHOWN ON SHEET CP201.

1. REMOVE EXISTING MATERIALS TO THE DEPTH NECESSARY TO INSTALL THE NEW

NOTE:

PORTLAND CEMENT CONCRETE

ASPHALT CEMENT CONCRETE

PCC

ACC

NOT TO SCALE

B

CD201CD101

APRON REMOVAL SECTION

NOT TO SCALE

C

CD201CD101

APRON REMOVAL SECTION

NOT TO SCALE

A

CD201CD101

APRON REMOVAL SECTION

~780'

120'

140'

SLOPE =

~1.0

SLOPE =

~1.0

SLOPE = ~

1.0%

SLOPE = ~

1.0%

TO REMAIN

EXIST. 10.5" RBC

TO BE REMAIN

EXIST. 10.5" RBC

TO REMAIN

EXIST. 11.25" PCC

TO REMAIN

EXIST. 11.25" PCC

TO BE REMOVED

EXIST. 11.25" PCC

10'

10'

TO REMAIN

EXIST. 10.5" RBC

TO REMAIN

EXIST. 11.25" PCC

TO REMAIN

EXIST. 10.5" RBC

TO REMAIN

EXIST. 11.25" PCC

VARIES

TO REMAIN

EXIST. 10.5" RBC

TO BE REMOVED

EXIST. 11.25" PCC

TO BE REMOVED

EXIST. 11.25" PCC

NOT TO SCALE

DOUBLE SAWCUT DETAIL

PCC

24"

V A

R

IE

S S

E E P

L A

N S

NOT TO SCALE

TRIPLE SAWCUT DETAIL

PCC

12"

V A

R

IE

S S

E E P

L A

N S

18"

PAVEMENT REMOVAL AREA

PAVEMENT REMOVAL AREA

REMOVAL AREA

INITIAL PAVEMENT

PCC

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

H U

C K

L E

B

G O

L

IB

E R

B

G O

L

IB

E R

F -1

-0

T X

C D

.d

CD201

A

V E

M E

N T R

E M

O V

A L S

E C

T

IO

F

L E

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IS

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C

A P

IT

O L A

V E

N U

E

O M

A H

A

N E

W F -C -2

-X

X X

X

F

IL

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B E

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E

A N

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D

T R

U A

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IE

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IN

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G F

G

...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\TX07_CD201

9:55:57 AM 12/15/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

D E

C E

M B

E R

W F

R

ACAC

.4 ' (T

Y P

10' (TYP.)

.5

S O

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

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...\TX\TX07\40000 Design Products\CAD_BIM\_Sheets\TX07_CP100

9:57:08 AM 12/15/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

NN

50' 100'0

SCALE: 1" = 50' - 0"

NOTES:

2. SEE SHEET CP201 FOR NEW PAVEMENT SECTIONS.

1. SEE SHEET CP101 FOR THE PAVING PLAN.

COORDINATE TABLE

NORTHING EASTINGPOINT NO.

N 413,710.74 E 2,146,009.99

N 413,792.90 E 2,146,011.03

N 413,867.48 E 2,146,111.78

N 413,861.75 E 2,146,137.83

N 414,094.93 E 2,146,408.57

N 414,152.51 E…