8648736-DWG_R1-Airfield_Pavement_Maintenance.pdf

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

BRUSH

TAXIWAY

PARKING APRON

CONC PARKING APRON

RIP-RAP

DENSE TREES

PARKING

DENSE TREES

DENSE TREES

CONC

VEH

IC

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AREA

TANNER WILLIAMS ROAD

MARINER DRIVE

MARLIN STREET

TANNER WILLIAMS ROAD

DETENTION POND

MARLIN STREET

GREAT HOUSE DRIVE

BRUSH

TAXIWAY

PARKING APRON

CONC PARKING APRON

RIP-RAP

DENSE TREES

PARKING

DENSE TREES

DENSE TREES

CONC

VEH

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AREA

MARINER DRIVE

MARLIN STREET

TANNER WILLIAMS ROAD

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GREAT HOUSE DRIVE

W

IN

D S O C

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D S O C

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TAN

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TAN

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C O N C

APPROX/LOC

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A P P R O X

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LO

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P A R K

IN

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P A R K

IN

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P A R K

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PARK

IN

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IN

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A S P H

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U N P A V E D

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P A R K

IN

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IN

G

PARKING

A S P H

P A R K

IN

G

A P R O N

U N P A V E D

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IN

G

P A R K

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IN

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IN

G

P A R K

IN

G

PARKING

P A R K

IN

G

P A R K

IN

G

PAR

K

IN

G

R

IP

R A P

R

IP

R A P

R

IP

R A P

R

IP

R A P

R

IP

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R

IP

R A P

R

IP

R A P

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R A P

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A210

DISCIPLINE:

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

F - FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T - TELECOMM

SHEET

NUMBER

WITHIN

SERIES:

SERIES NUMBER:

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - LARGE-SCALE VIEWS

5 - DETAILS

6 - SCHEDULES & DIAGRAMS

8 - USER DEFINED

9 - 3D REPRESENTATIONS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

A1 A101

Ref Sht

SECTION

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

SPOT ELEVATION

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

A101 A1

Ref Sht

PLAN, BLOW-

UP DETAIL

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

# SHEET KEYNOTE

ATC BASE MAP

N.T.S.

NORTH

o

MISSISSIPPI

ALABAMA98

o

CENTER ENTRANCE

AVIATION TRAINING

U.S. COAST GUARD

o p p10

MOBILE

BAY

GULF OF MEXICO

MOBILE

MUNICIPAL

AIRPORT

TANNER

W

ILLIAMS RD.

p

FLORIDA

ALABAMA

PROJECT

LOCATIONLOCATION MAP

N.T.S.

NORTH

VIC INITY M AP

ROADCODY

ZIEGLER RD

ROAD

ROAD

OLD SHELL RD.

BOULEVARD

AIRPORT

N.T.S.

SCHILLINGER

TANNER

NORTH

MAIN G ATE ENTRANC E

U.S. CO AST GUARD

AVIATIO N TRAINING C ENTER

MUNIC IPAL AIRPORT

BATES FIELD

WILLIAMS

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH JWA RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

AVIATION TRAINING CENTER

8501 TANNER WILLIAMS ROAD

MOBILE, ALABAMA

PLOT SCALE: D SIZE

SHEET OF

G :\F ac En gD ep

\P ro je ct s\

FY

E xe cu tio n\

6-

AT

C

M ob ile A irf ie ld P av em en t M ai nt en an ce

S3 9)

\8

-D W

G F

IN

AL

-A irf ie ld

P av em en t M ai nt en an ce

.rv t

As indicated

8648736

REPAIR AIRFIELD PAVEMENT

DESIGNED BY: EOH

EDITED BY: RAC

S398648736G001

G001

Cover Sheet

DRAWN BY: EOH

CHECKED BY: JWA

LT J A Stimmell

GENERAL

IN HOUSE - 8772479

S398648736G001

PROJECT NUMBER:8648736

REPAIR AIRFIELD PAVEMENT

OCT 2018

Project Location:

Bid Option 1: Main Storm Water Ditch

Main Entrance To Base

Project Loactions:

Aircraft Operation Concrete

DRAWING INDEX

SHT NO Drawing Title Sheet

G001 Cover Sheet 1 C101 Overall Plan 2 C102 Parking Apron Spall and Joint Repair 3 C103 Ramp/Fuel/GSE Spall and Joint Repair 4 C401 GSE Conrete Replacement 5 C402 Storm Water Ditch Repair 6 C403 MWR Concrete Replacement 7 C501 Details 8

SUMMARY OF WORK

SHEET NUMBERING SYSTEM

BASE BID: Aircraft Concrete Joint sealant: Saw or mechanically remove existing joint material and prepare joints for application of FAA approved material suitable for aircraft operations and defined within specifications.

BASE BID: Aircraft Concrete Pavement Replacement:

Remove and replace the full depth of indicated concrete panels at the GSE buildings access pad and laydown area.

Remove and replace indicated concrete panels on the northern side of the fuel farm parking shed. Cut remove and replace portions of 2 concrete panels within the GST hangar access drive. Both the current and new pavement section are comprised of Portland cement concrete pavement reinforced with welded wire mesh.

In general, lay out and mark all areas of replacement identified in these documents. Demo and remove areas to be replaced to the nearest joint or saw cut. Dispose of all debris off site. Cut walls full depth to produce vertical edges. Install forms as necessary to retain and support concrete. Roll existing sub grade materials to achieve maximum density. Install full depth entrained concrete to match existing adjacent concrete. Install expansion joint material. Install crack control joints where applicable.

Apply curing compound and or provide protection against elements necessary to promote curing of new installation.

BASE BID: Aircraft Concrete Crack Repair: Remove all unsound concrete, down to solid concrete as specified.

Repair per following detail

BID OPTION 1: Storm Water Ditch Repair: Remove and replace the full depth of specified concrete panels at the upper pond dike. Replace with geotextile and interlocking matrix of cellular concrete blocks.

BID OPTION 2: MWR Concrete Drive: Remove and replace 6‐inch‐thick concrete driveway for Bldgs. S35 and S53.

Replace with compacted base and 6 inch pad.Project Location:

Bid Option 2: MWR Pavement

ID DATE DESCRIPTION

6 22AUG FINAL

0"

LS

G

G

G

G

G

SW

G

C

UNDERGROUND ELECTRIC

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

DEN

SE

TREES

W

IN

D

SO

C

SIGN

CONC

CO

C O N C

C102 A1

C103 A1

C103 C3

C103 C5

C103 A3

C103 A5

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH JWA RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

G :\F ac En gD ep

\P ro je ct s\

FY

E xe cu tio n\

6-

AT

C

M ob ile A irf ie ld P av em en t M ai nt en an ce

S3 9)

\8

-D W

G F

IN

AL

-A irf ie ld

P av em en t M ai nt en an ce

.rv t

1" = 80'-0"

8648736

REPAIR AIRFIELD PAVEMENT

EOH

RAC

S398648736C101

C101

Overall Plan

EOH

JWA

LT J A Stimmell

BASE BID CIVIL

IN HOUSE - 8772479

S398648736C101

OCT 2018

PLA N

N

O R

TH

1" = 80'-0" A1

SITE PLAN TRUE NORTH

0 160 240 32080

GRAPHIC SCALE 1"=80"

UNDERGROUND

SIGN

SIGN

691'-0 5/16" 282'-9 5/16" 113'-8"

8'

-1

3/

8'

-8

121'-0 5/8"

1'

-8

3/

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH JWA RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

G :\F ac En gD ep

\P ro je ct s\

FY

E xe cu tio n\

6-

AT

C

M ob ile A irf ie ld P av em en t M ai nt en an ce

S3 9)

\8

-D W

G F

IN

AL

-A irf ie ld

P av em en t M ai nt en an ce

.rv t

1" = 50'-0"

8648736

REPAIR AIRFIELD PAVEMENT

EOH

RAC

S398648736C102

C102

Parking Apron Spall and Joint Repair

EOH

JWA

LT J A Stimmell

BASE BID CIVIL

IN HOUSE - 8772479

S398648736C102

OCT 2018

CONSTRUCTION NOTES JOINT & TRANS. CRACK

SCALE AND ORIENTATION

PLA N

N

O R

TH

SHEET KEYNOTES

1. Removal and installation of joint material shall be performed in phases, and coordinated with contracting officers representative (COR) .

Work in one phase shall not interfere with aircraft operations in other phase areas.

2. Remove loose concrete and any joint compound remaining in the expansion joint.

Reference Detail Sheet.

3. Sawcut / sandblast the edges of the joint and transverse cracks to leave a clean, free bonding surface

4. Insert appropriately sized backer rod into joint.

Reference Detail Sheet.

5. For application of joint compound follow manufactures guideline exactly on application

6. Do not open area to traffic without COR’s Approval

1 This area requires joint material replacement. Reference drawing notes

2 Partial depth spall repair under one square foot required

4 Partial depth transversal / longitudinal crack repair required. Route to dimensions shown on detail then fill. For bidding purposes approximate each to be 10 linear feet

5 Transversal / longitudinal cracks under two inches, inpect clean and fill if necessary.

For bidding purposes approximate each to be 15 linear feet.

3 Partial depth spall repair under six square foot required

1" = 50'-0"

C101

A1 A1 Parking Apron - Callout 1

0 100 150 20050

GRAPHIC SCALE 1"=50'

1 For Hangar 2 access ramp sawcut existing joints to specification detailed on sheet C501

2 2

2 2 2 2

5 5

ID DATE DESCRIPTION

6 22AUG FINAL

7 17OCT Change Request

1. Approx. Location,of each spall repair are shown on sheet C102 abd C103 drawings.

Exact location and dimensions shall be determined and marked in the field and approved by COR.

2. Joint spalls with actual cavity widths less than 1.5" shall be repaired by cleaning and filling with joint sealant

3. At triangular spalls where both the length and width of the repair exceed 12", the repair shall be made pentagonal to avoid feather edged corners and to minimize size of repair area. Sawcut shall be made to intersect joint lines at 90 degrees for not less than 4".

4. Break out and remove pavement and unsound concrete within sawcut to a depth not less than 2".

5. Provide joint filler to maintain existing joints and working cracks. Width of filler shall be about equal to width of existing gap at the joint or crack but not less than dimensions shown, depth of filler shall be not less than depth of new patch material install filler neatly to prevent new grout or concrete from by passing filler and entering the joint space.

6. Apply bonding course on all exposed cavity surfaces except faces of joints and working cracks. Fill cavity flush with pavement surface with concrete as specified

CONSTRUCTION NOTES SPALLING CRACK REPAIR

Survey Marker do not disturb

Replace all joint material pass yellow taxi line

Joint material to remain. repair all spalls and inspect existing transversal joint material.

Replace transversal cracks material if necessary. Rout and fill new transversal cracks.

2 5 5 5

2 2 2

C O N C

0"

LS

G

CO

CO

NC

S

IG

N

C401 C1

106'-11 15/16"

2'

-2

5/

9'

-7

/8

7'

-5

/1 6"

'-6

/8

72'-0"

134'-10 7/8"

75'-10 9/16"

9'

-1

/1 6"

15'-6"

'-6

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH JWA RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

G :\F ac En gD ep

\P ro je ct s\

FY

E xe cu tio n\

6-

AT

C

M ob ile A irf ie ld P av em en t M ai nt en an ce

S3 9)

\8

-D W

G F

IN

AL

-A irf ie ld

P av em en t M ai nt en an ce

.rv t

1" = 30'-0"

8648736

REPAIR AIRFIELD PAVEMENT

EOH

RAC

S398648736C103

C103

Ramp/Fuel/GSE Spall and Joint Repair

EOH

JWA

LT J A Stimmell

BASE BID CIVIL

IN HOUSE - 8772479

S398648736C103

OCT 2018

SCALE AND ORIENTATION

PLA N

N

O R

TH

SHEET KEYNOTES

1 Replace joint material 2 Partial depth spall repair under one square foot required

4 Partial depth transversal / longitudinal crack repair required. Route to dimensions shown on detail then fill. For bidding purposes approximate each to be 10 linear feet

5 Transversal / longitudinal cracks under two inches, inspect clean and fill if necessray.

For bidding purposes approximate each to be 15 linear feet.

3 Partial depth spall repair under six square foot required

0 60 90 12030

GRAPHIC SCALE 1"=30'

1" = 30'-0"

C101

A1 C3 Helo Washrack & Hangar 1 South Ramp

1" = 30'-0"

C101

A1 C5 Hangar 1 North Ramp

1" = 30'-0"

C101

A1 A1 Fuel Farm Truck Parking

1" = 30'-0"

C101

A1 A3 Fuel Truck Apron Access Road

1" = 30'-0"

C101

A1 A5 Utility Trench Repair

6 Full Depth concrete repair under 60 square feet

ID DATE DESCRIPTION

6 22AUG FINAL

7 Replace Slab section IAW Sheet C501, detail E3, E5 and C3

4 4 4

2 3 3

4 4

2 2 2

Sawcut existing utility trench.

Trench is approximately 18 inch wide. Sawcut additional 12 inch on either side of the trench taking care not to distrib base such that existing utlity trench can be bridged. Repack utility trench base and provide concrete IAW E5/C501 detail.

B1 C401

Sim

'-6

6" 6"

"6"

3'-1 1/16"3'-1 1/16"

6"

1/ 4" 9

1/ 2"6"

6" 6"

12'-0 3/4" 12'-0 3/4" 12'-0 3/4"

13'-5 3/16" 13'-5 3/16" 13'-5 3/16"

'-0

'-4

/1

6"

40'-3 1/2"

'-4

/1

6"

36'-2 1/4"

0'

-1

/1 6"

A1 C401

Sim

C3

C501

C3

C501

C3

C501

C3

C501

E3

C501

E3

C501

E3

C501

E3

C501

E3

C501

D1/A1

C501

D1/A1

C501

3/

4" 6"

/4

7"

3'-1 1/16"3'-1 1/16"

1/

2"

1/ 4" 11

"7"

7/

1/

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH JWA RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

G :\F ac En gD ep

\P ro je ct s\

FY

E xe cu tio n\

6-

AT

C

M ob ile A irf ie ld P av em en t M ai nt en an ce

S3 9)

\8

-D W

G F

IN

AL

-A irf ie ld

P av em en t M ai nt en an ce

.rv t

As indicated

8648736

REPAIR AIRFIELD PAVEMENT

EOH

RAC

S398648736C401

C401

GSE Conrete Replacement

EOH

JWA

LT J A Stimmell

BASE BID CIVIL

IN HOUSE - 8772479

S398648736C401

OCT 2018

1" = 10'-0"

C103

C3 C1 GSE - Demolition - Pad Replacement

1/2" = 1'-0"

C401

C1 B1 Existing GSE Profile

1" = 10'-0" C3

GSE - Proposed - Pad Replacement

1/2" = 1'-0"

C401

C3 A1 Proposed GSE Profile 01 2 42

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

SCALE AND ORIENTATION

PLA N

N

O R

TH

0 60 90 12030

GRAPHIC SCALE 1"=30'

AIRFIELD CONCRETE REPLACEMENT

1. Saw cut defined limits of repair area.

2. Excavate failed pavement to a depth necessary to achieve adjacent drawing objective.

3. Compact sub-grade to ninety-five percent (95%) standard density using a steel wheel roller or vibra-plate compactor, adding cushion sand or base material as necessary.

4. Place 7” concrete with a broom finish.

Reinforce adjacent with #3 rebar at 18” on center with dowels placed into adjacent concrete on 18” intervals.

5. Install forms as necessary to retain and support concrete. WWM to be properly supported during concrete placement.

6. Concrete shall be 4,000 PSI with air entrainment for durability and resistance to surface scaling.

7. Cure concrete with a liquid membrane-curing compound to insure strength development.

8. Remove forms and backfill adjacent disturbed areas using onsite materials.

9. Saw cut control joints as noted.

10. Repairs to be barricaded to vehicle traffic for a minimum of 72 hours. Apply bonding course on all exposed cavity surfaces except faces of joints and working cracks.

Fill cavity flush with pavement surface with concrete as specified.

11. Note: customer uses 4 portable jacks attached to each fuel truck tire. Design weight 60,000 lbs loaded. Hence particular attention to detail on GSE slab installation.

SHEET KEYNOTES

1 Under slab water line. Depth unknown 2 Under slab electrical line. Depth unknown

6 Crushed aggregate base course, plant mix.

7 Compact subgrade to minimum 95% standard proctor density

5 Concrete slab with reinforcement per sheet C501 detail E5 .

8 Expansion joint with joint material in accordance with detail on sheet C501

5 6 7

3 Demolish concrete slab section. Dispose of off base.

3 3

5 6 7

4 Assume engineered sandy clay compacted fill.

ID DATE DESCRIPTION

6 22AUG FINAL

9 Handhole. Runway lighting

G

SW

C

C

C

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

DEN

SE

TREES

C O N C

C

SIGN

C402 C3

'-0

37'-11"

'-3

B1 C402

Sim

8'-11 1/2" 20'-0" 8'-11 1/2"

3' -0

3'-0"3'-0"

0" 43'-11"

37'-11"

FILTER FABRIC FOR SANDY CLAY SOIL

CELLULAR CONCRETE

BLOCKS / MATTRESS

MAT EARTH ANCHORPROOF-ROLLED TO A MINIMUM OF

90% OF THE ASTM D 698 DENSITY

1/

8"

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH JWA RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

G :\F ac En gD ep

\P ro je ct s\

FY

E xe cu tio n\

6-

AT

C

M ob ile A irf ie ld P av em en t M ai nt en an ce

S3 9)

\8

-D W

G F

IN

AL

-A irf ie ld

P av em en t M ai nt en an ce

.rv t

As indicated

8648736

REPAIR AIRFIELD PAVEMENT

EOH

RAC

S398648736C402

C402

Storm Water Ditch Repair

EOH

JWA

LT J A Stimmell

OPTION-1 CIVIL

IN HOUSE - 8772479

S398648736C402

OCT 2018

GENERAL CIVIL DITCH NOTES

01 2 42

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

SHEET KEYNOTES

1" = 80'-0" C1

SITE PLAN TRUE NORTH

1" = 10'-0"

C402

C1 C3 Site_Plan_Drainage - Callout 1

1/2" = 1'-0"

C402

C3 B1 Existing Storm Ditch Profile

0 20 30 4010

GRAPHIC SCALE

0 160 240 32080

GRAPHIC SCALE

1/2" = 1'-0" A1

Proposed Storm Ditch Profile 01 2 42

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

1 Demolish concrete section. Dispose of off base.

Articulated Concrete Block (ACB) Revetment System:

1. The blocks should meet the physical requirements of ASTM D6684, Standard Specification for Materials and Manufacture of Articulating Concrete Block Revetment Systems. And installled according to

ASTM D6884.

2. The System shal be cable connected.

3. Provide hydraulic stability test results for proposed ACB revetment system family selected.

4. Place ACB revetment system on properly compacted fill. The subgrade shall be graded smooth to ensure that intimate contact is achieved between the soil surface and the geotextile. Unsatisfactory soils, soils having excessive in-place moisture shall be removed, backfilled with approved material and compacted.

5. Provide class 1 geotextile. The geotextile shall be placed so that upstream strips overlap downstream strips and so that upslope strips overlap downslope strips.

Overlaps shall be in the direction of flow.

The longitudinal and transverse joints shall be overlapped at least 1.5 ft for dry installations 3 feet if wet.

6. Care shall be taken during block installation so as to avoid damage to the geotextile or subgrade during the installation process.

7. Termination of blocks shall be in excavated trenches which shall be properly backfilled with approved material flush with the top of the finished surface of the blocks. The integrity of the trench backfill shall be maintained to ensure a finished surface that is flush with the top surface of the articulating blocks.

8. The open area of the articulating concrete block shall be backfilled with suitable soil for revegetation, or with 3⁄8 to 3⁄4 inch diameter crushed stone.

9. These are following project conditions:

• design velocity = 20 (ft/s)

• design shear stress= 30 (lb/ft2)

• bed slope 5 degree

• side slope 20 degree

• maximum allowable block-to-block placement tolerance (in)

• minimum required factor of safety is 2

ID DATE DESCRIPTION

G

G

G C

SIGN

SIGN

SIGN

B R U

SH

C

C

C403 C3

0'-

1/

4"

'-1

5/

29'-7 1/4"

60'-11 11/16"

1'-

3/

29'-3 11/16"

'-1

1/

46'-2 5/8"

0'-

1/

4"

'-1

5/

29'-7 1/4"

60'-11 11/16"

1'-

3/

'-1

1/

46'-2 5/8"

10'-0"

29'-3 11/16"

Section 1

1520 SF

300 LF

Section 2

3300 SF

Section 3

1950 SF

400 LF

Section 4

4000 SF

850 LF

9'-1 1/4"

9'-1 1/4"

9'-1 1/4"

9'-1 1/4"

9'-1 1/4"

8'-

/1

6"8'-

/1

6"8'-

/1

6"8'-

/1

6"

8'- 3"

EACH SIDE

FOR 24" #3 REBAR

1/2" DIA. HOLE

3" 5"

1/ 2"

7"

3/8"

8"

1"

2"

1" SQUARE HOLE

N.T.S.

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH JWA RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

G :\F ac En gD ep

\P ro je ct s\

FY

E xe cu tio n\

6-

AT

C

M ob ile A irf ie ld P av em en t M ai nt en an ce

S3 9)

\8

-D W

G F

IN

AL

-A irf ie ld

P av em en t M ai nt en an ce

.rv t

As indicated

8648736

REPAIR AIRFIELD PAVEMENT

EOH

RAC

S398648736C403

C403

MWR Concrete Replacement

EOH

JWA

LT J A Stimmell

OPTION-2 CIVIL

IN HOUSE - 8772479

S398648736C403

OCT 2018

GENERAL CIVIL DITCH NOTES

SHEET KEYNOTES

0 40 60 8020

GRAPHIC SCALE

0 160 240 32080

GRAPHIC SCALE

1" = 80'-0" C1

EXISTING SITE PLAN MWR

1" = 20'-0"C403

C3 Existing Site Plan MWR CALLOUT

1" = 20'-0" A1

Proposed Site Plan MWR CALLOUT 0 40 60 8020

GRAPHIC SCALE

1. Saw cut defined limits of repair area.

2. Excavate failed pavement to a depth of 6”.

3. Compact sub-grade to ninety-five percent

(95%) standard density using a steel wheel roller or vibra-plate compactor, adding cushion sand or base material as necessary.

4. Place 7” concrete with a broom finish.

Reinforce adjacent with #3 rebar at 18” on center with dowels placed into adjacent concrete on 18” intervals.

5. Install forms as necessary to retain and support concrete. WWM to be pulled up during concrete placement.

6. Concrete shall be 3,500 PSI with air entrainment for durability and resistance to surface scaling.

7. Cure concrete with a liquid membrane-curing compound to insure strength development.

8. Remove forms and backfill adjacent disturbed areas using onsite materials.

9. Saw cut control joints as necessary.

10. Repairs to be barricaded to vehicle traffic for a minimum of 72 hours. Apply and scrub sand cement grout bonding course on all exposed cavity surfaces except faces of joints and working cracks. Fill cavity flush with pavement surface with concrete as specified.

1 Demoilish concrete slab and dispose of off base

2 Expansion Joint Detail E1 sheet C501 3 Contraction Joint Detail D1 sheet C501 4 Joint Seal Detail A1 sheet C501 5 Mono Curb & Gutter Detail D3 sheet C501 6 Typical Vehicle Concrete Detail D5 sheet

C501

7 Thickened Edge Slab Detail C3 sheet C501

8 Grub area to receive new subbase, base and concrete

ID DATE DESCRIPTION

6 22AUG FINAL

7 17OCT Change Request

9 Provide tie down anchor per detail. Two tie down for each concrete section a total of 24

N.T.S.

TIEDOWN / MOORING DEVICES

9 9

CONTRACTION JOINTS

EXPANSION JOINTS

SAWED PREFORMED

CONSTRUCTION JOINT

1"

5/8"

TYP.

1/4" R

JOINT SEALING DATA

YX

MAX. MIN. MAX. MIN.

JOINT

TYPE

EXPANSION

CONTRACTION

JOINT FILLER

NON-EXTRUDING

BOND-BREAKER MAT'L

Y Y

X MAX.X MAX.

Y

X

1/8" MIN. 1/4" MIN.

JOINT

PREFORMED

X

1/4"

5/8"1/2" 3/4"

3/4"7/8" 1 1/8"

X

FILLER MATERIAL

SEALANT

JOINT

SEALANT

CONSTRUCTION 1/2"5/8" 3/4"

Y

X

JOINT

SEALANT

5/8"

CONCRETE SLAB W/ 6 X 6,

10 / 10 WWM REINFORCEMENT

1/2" MIN WEAKENED PLANE JOINT

(1/4" WIDE 2" DEEP, see joint detail)

7"

NO. 4 BARS AT 12" O/C

BOTH WAYS

AGGREGATE LAYER

RIGID PAVEMENTR=1"

R=2"

R=1"

6"

4" 1'

-2

4"

6"

COMPACT SUBGRADE TO MINIMUM

95% STANDARD PROCTOR DENSITY

(ASTM D 698)

COMPACT SUBGRADE TO MINIMUM

95% STANDARD PROCTOR DENSITY

(ASTM D 698)

CRUSHED AGGREGATE BASE

COURSE, PLANT MIX,

CONCRETE SLAB W/ 6 X 6,

10 / 10 WWM REINFORCEMENT

4" 6"

CONCRETE SLAB W/ 6 X 6,

10 / 10 WWM REINFORCEMENT

3/4" EXPANSION JOINT

W/ JOINT SEALANT

7"

6" CONCRETE SLAB W/ 6 X 6,

10 X 10 WWM REINFORCEMENT

3/4" EXPANSION JOINT

W/ JOINT SEALANT

#3 DOWELS 36" L

AT 18" O.C.

EXISTING CONCRETE

SLAB

3'-6 15/16"

5/

8"

7"

COMPACT SUBGRADE TO MINIMUM

95% STANDARD PROCTOR DENSITY

(ASTM D 698)

CRUSHED AGGREGATE BASE

COURSE, PLANT MIX.

4000 PSI CONCRETE SLAB 12X12-

W17.1XW17.1

WWF REINFORCEMENT

4" 7"

4"

2"

3"

2"

1"

2"

2" MIN DEPTH 2" MIN WIDTH SAW PASS DAMAGE

AS INDICATED

APPLY BONDING COURSE ON ALL EXPOSED

CAVITY SURFACES EXCEPT FACES OF JOINTS

AND WORKING CRACKS. FILL CAVITY FLUSH

WITH PAVEMENT SURFACE WITH CONCRETE AS

SPECIFIED

PROVIDE JOINT FILLER TO MAINTAIN EXISTING JOINTS

AND WORKING CRACKS. WIDTH OF FILLER SHALL BE

ABOUT EQUAL TO WIDTH OF EXISTING GAP AT THE

JOINT OR CRACK BUT NOT LESS THAN DIMENSIONS

SHOWN, DEPTH OF FILLER SHALL BE NOT LESS

THAN DEPTH OF NEW PATCH MATERIAL INSTALL

FILLER NEATLY TO PREVENT NEW GROUT OR

CONCRETE FROM BY PASSING FILLER AND

ENTERING THE JOINT SPACE.

AT OPTION OF CONTRACTOR, A NEAT BEAD OF

CAULK MAY BE APPLIED AS INDICATED TO

PREVENT GROUT OR CONCRETE FROM BY

PASSING FILLER AND ENTERING THE JOINT

SPACE

BREAK OUT AND REMOVE PAVEMENT AND UNSOUND CONCRETE

WITHIN SAWCUT TO A DEPTH NOT LESS THAN 2". CLEAN

EXPOSED CAVITY SURFACES AS SPECIFIED. TRANSVERSAL

CRACKS REMOVE MATERIAL TO A DIAMETER OF 6 INCHES

7"

8"

1/

2"

1' -0

Crushed aggregate base course, plant mix.

Compact subgrade to minimum 95% standard proctor density (ASTM d 698)

4000 PSI Concrete slab wreinforcement

SOD PERIMETER MINIMUM 2

FEET FROM EDGE

DISCIPLINE/SHT NO

PROJECT NUMBER DRAWING NUMBER

APPROVING OFFICER DATE

PROJ ENGR CNSTR MGR COTR

AVIATION TRAINING CENTER

MOBILE AL

EOH JWA RAC

SHEET TITLE

SAM DESIGN P/N:

CAD FILE NAME:

Facilities Engineering Mobile/AL

Mr. Ron Confer: 251 441-6185 Ronald.A.Confer@uscg.mil

U.S. COAST GUARD

U.S. COAST GUARD

8501 TANNER WILLIAMS ROAD

MOBILE AL 36608

FACILITIES ENGINEERING

ATC MOBILE

SCALE:

ISSUE

DESIGNED BY:

DRAWN BY:

EDITED BY:

CHECKED BY:

1 2 3 4 5 6

A

1 2 3 4 5 6

B

C

D

E

A

B

C

D

E

SHEET OF

PLOT SCALE: D SIZE

G :\F ac En gD ep

\P ro je ct s\

FY

E xe cu tio n\

6-

AT

C

M ob ile A irf ie ld P av em en t M ai nt en an ce

S3 9)

\8

-D W

G F

IN

AL

-A irf ie ld

P av em en t M ai nt en an ce

.rv t

As indicated

8648736

REPAIR AIRFIELD PAVEMENT

EOH

RAC

S398648736C501

C501

Details

EOH

JWA

LT J A Stimmell

CIVIL

IN HOUSE - 8772479

S398648736C501

OCT 2018

1" = 1'-0"C501

D1 CONTRACTION JOINT

1" = 1'-0"C501

D3 MONO CURB & GUTTER DETAIL

1" = 1'-0"C501

D5 TYPICAL VEHICLE CONCRETE DETAIL

1" = 1'-0"C501

E1 EXPANSION JOINT

1" = 1'-0"C501

E3 THICKENED EDGE CONSTRUCTION JOINT

1" = 1'-0"C501

E5 TYPICAL AIRFIELD/FUEL TRUCK CONCRETE DTL

NTSC501

A1 JOINT SEAL DETAIL

3" = 1'-0"C501

B3 SPALL & TRANSVERSAL CRACK REPAIR

1" = 1'-0"C501

C3 THICKENED EDGE SLAB AND GRADE