Attachment 19 Revised Drawings.pdf

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INDEX

DESIGN FILE SHEET NO. DESCRIPTION

GENERAL

CIVIL

GC502

GC501

GC104

GC103

GC102

GC101

GC100

G-003

G-002

G-001

MISCELLANEOUS CONSTRUCTION DETAILS

LOW PROFILE BARRICADES AND ROPE & BARREL FENCING DETAILS

CONSTRUCTION SAFETY AND PHASING PLAN NOTES

CONSTRUCTION SAFETY AND PHASING PLAN NOTES

PHASING PLAN - CAZ #2

PHASING PLAN - CAZ #1

OVERALL PHASING PLAN

PROJECT LOCATION PLAN

INDEX OF DRAWINGS

COVER SHEET

HU09_CG501.DWG

HU09_CG104.DWG

HU09_CG103.DWG

HU09_CG102.DWG

HU09_CG101.DWG

HU09_CP504.DWG

HU09_CP503.DWG

HU09_CP502.DWG

HU09_CP501.DWG

HU09_CP404.DWG

HU09_CP403.DWG

HU09_CP402.DWG

HU09_CP401.DWG

HU09_CP201.DWG

HU09_CP104.DWG

HU09_CP103.DWG

HU09_CP102.DWG

HU09_CP101.DWG

HU09_CS503.DWG

HU09_CS502.DWG

HU09_CS501.DWG

HU09_CS104.DWG

HU09_CS103.DWG

HU09_CS102.DWG

HU09_CS101.DWG

HU09_CD201.DWG

HU09_CD104.DWG

HU09_CD103.DWG

HU09_CD102.DWG

HU09_CD101.DWG

CG501

CG104

CG103

CG102

CG101

CP504

CP503

CP502

CP501

CP404

CP403

CP402

CP401

CP201

CP104

CP103

CP102

CP101

CS503

CS502

CS501

CS104

CS103

CS102

CS101

CD201

CD104

CD103

CD102

CD101

ELECTRICAL

HU09_GC502.DWG

HU09_GC501.DWG

HU09_GC104.DWG

HU09_GC103.DWG

HU09_GC102.DWG

HU09_GC101.DWG

HU09_GC100.DWG

HU09_G-003.DWG

HU09_G-002.DWG

HU09_G-001.DWG

HU09_ET103.DWG

HU09_ET102.DWG

HU09_ET101.DWG

HU09_ES701.DWG

HU09_ES103.DWG

HU09_ES102.DWG

HU09_ES101.DWG

HU09_E-001.DWG

ET103

ET102

ET101

ES701

ES103

ES102

ES101

E-001

ELECTRICAL TELECOMMUNICATIONS CABINET

ELECTRICAL TELECOMMUNICATIONS SITE PLAN 2

ELECTRICAL TELECOMMUNICATIONS SITE PLAN

ELECTRICAL EQUIPMENT PICTURE

ELECTRICAL SITE PLAN 3

ELECTRICAL SITE PLAN 2

ELECTRICAL SITE PLAN

ELECTRICAL ABBREVIATIONS AND LEGEND

SUBDRAIN DETAILS

GRADING AND DRAINAGE PLAN - AREA D

GRADING AND DRAINAGE PLAN - AREA C

GRADING AND DRAINAGE PLAN - AREA B

GRADING AND DRAINAGE PLAN - AREA A

HYDRANT FUEL PIT SURFACE DRAINAGE DETAIL

REINFORCEMENT DETAILS

JOINT SEALANT DETAILS

JOINT DETAILS

JOINT LAYOUT PLAN - AREA D

JOINT LAYOUT PLAN - AREA C

JOINT LAYOUT PLAN - AREA B

JOINT LAYOUT PLAN - AREA A

REPLACEMENT PAVEMENT SECTIONS

PAVING PLAN - AREA D

PAVING PLAN - AREA C

PAVING PLAN - AREA B

PAVING PLAN - AREA A

TIE DOWN AND STATIC GROUND PLAN & DETAILS

PAVEMENT MARKING DETAILS - SHEET 2 OF 2

PAVEMENT MARKING DETAILS - SHEET 1 OF 2

SITE PLAN - AREA D

SITE PLAN - AREA C

SITE PLAN - AREA B

SITE PLAN - AREA A

REPLACEMENT REMOVAL SECTIONS

DEMOLITION PLAN - AREA D

DEMOLITION PLAN - AREA C

DEMOLITION PLAN - AREA B

DEMOLITION PLAN - AREA A

EXISTING CONDITIONS

HU09_VF104.DWG

HU09_VF103.DWG

HU09_VF102.DWG

HU09_VF101.DWG

HU09_VF100.DWG

VF104

VF103

VF102

VF101

VF100

EXISTING CONDITIONS PLAN - AREA D

EXISTING CONDITIONS PLAN - AREA C

EXISTING CONDITIONS PLAN - AREA B

EXISTING CONDITIONS PLAN - AREA A

TOPOGRAPHIC SURVEY INFORMATION PLAN

AS-BUILTS

HU09_M-901.DWG M-901 AVFUEL HYDRANT FUEL SYSTEM DETAILS AS-BUILTS

HU09_S-903.DWG

HU09_S-902.DWG

HU09_S-901.DWG

S-903

S-902

S-901

SUN SHADE CANOPY AS-BUILTS - SHEET 3 OF 3

SUN SHADE CANOPY AS-BUILTS - SHEET 2 OF 3

SUN SHADE CANOPY AS-BUILTS - SHEET 1 OF 3

®of Engineers

US Army Corps

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KEY PLAN

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675'

675'

710'

LEGEND

(REF L1: CD201)

AS NECESSARY TO BE REMOVED

14" PCC / 6" RBC / SUBGRADE

CONCRETE ENCASED CONDUIT TO BE REMOVED.

8. SEE SHEET M-901 FOR AS-BUILTS OF THE EXISTING LATERAL FUEL LINES AND

MANAGEMENT.

EXISTING PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF

PAVEMENT REMOVAL METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR

7. SUBMIT A PAVEMENT REMOVAL PLAN FOR REVIEW. THE PLAN SHALL ADDRESS

ON EXISTING PAVEMETNS TO REMAIN.

EQUIPMENT WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO OPERATE

6. NO BUCKET LOADERS, SKID LOADERS, GRADERS OR OTHER SIMILAR

DAMAGE OF PAVEMENTS TO REMAIN.

EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO PREVENT

5. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED ON

PROJECT. PARITAL SLAB REMOVAL/REPLACEMENT SHALL NOT BE ALLOWED.

CONTRACTOR’S EXPENSE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS

OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE

REPLACEMENT UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO

REMAIN. ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL AND

4. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO

THE CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

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

3. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA,

2. SEE SHEET CD201 FOR PAVEMENT REMOVAL SECTIONS.

REINFORCED WITH 0.05% DEFORMED STEEL BARS IN BOTH DIRECTIONS.

1. ALL EXISTING ODD SHAPED SLABES AND SLABS THAT ARE 12.5’ X 12.5’ ARE

GENERAL SHEET NOTES

SHEET KEYNOTES

REMOVED. SEE SHEETS S-901 THRU S-903 FOR EXISTING SUN SHADE AS-BUILTS.

8. EXISTING 10”DIAMTER STEEL COLUMNS ANCHORED TO THE CONCRETE TO BE

7. EXISTING HYDRANT FUEL PIT TO REMAIN.

6. EXISTING AREA INLET TO REMAIN.

BEEN CONSTRUCTED.

AT IT’S NEW LOCATION AFTER NEW CONCRETE AND SUN SHADE SHELTERS HAVE

5. EXISTING CREW SHACK TO BE REMOVED AND SAFELY STORED AND RE-INSTALLED

CREW SHACK LOCATIONS.

REINSTALLED NEAR THE NEW CREW SHACKS B AND C. SEE SITE PLANS FOR

4. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED, SAFELY STORED, AND

S-901 THRU S-903 FOR SUN SHADE AS-BUILT INFORMATION.

3. EXISTING SUN SHADE SHELTER TO BE REMOVED AND RECYCLED. SEE SHEETS

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE AND TRIPLE SAWCUT DETAILS.

2. INITIATE ALL CONCRETE REMOVALS WITH A DOUBLE OR TRIPLE, FULL DEPTH

1. INITIATE ALL ASHPALT REMOVALS WITH A SINGLE, FULL DEPTH VERTICAL SAWCUT.

(REF L7: CD201

AS NECESSARY TO BE REMOVED

4" ACC / 6" ABC / SUBGRADE

PORTLAND CEMENT CONCRETEPCC

ASPHALT CEMENT CONCRETEACC

AGGREGATE BASE COURSEABC

RIGID BASE COURSERBC

FUEL LINE TO BE REMOVED

ABANDONED 6" ASBESTOS CEMENT

CEMENT ELECTRICAL CONDUIT TO BE REMOVED

ABANDONED CONCRETE ENCASED 4" ASBESTOS

REMOVAL LIMITS

LOCATED WITHIN PAVEMENT

REMOVE STATIC GROUNDS

®of Engineers US Army Corps

U .S

A

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A1 SCALE: 1" = 30' - 0"

DEMOLITION PLAN - AREA A

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LEGEND

(REF L1: CD201)

AS NECESSARY TO BE REMOVED

14" PCC / 6" RBC / SUBGRADE

CONCRETE ENCASED CONDUIT TO BE REMOVED.

8. SEE SHEET M-901 FOR AS-BUILTS OF THE EXISTING LATERAL FUEL LINES AND

MANAGEMENT.

EXISTING PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF

PAVEMENT REMOVAL METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR

7. SUBMIT A PAVEMENT REMOVAL PLAN FOR REVIEW. THE PLAN SHALL ADDRESS

ON EXISTING PAVEMETNS TO REMAIN.

EQUIPMENT WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO OPERATE

6. NO BUCKET LOADERS, SKID LOADERS, GRADERS OR OTHER SIMILAR

DAMAGE OF PAVEMENTS TO REMAIN.

EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO PREVENT

5. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED ON

PROJECT. PARITAL SLAB REMOVAL/REPLACEMENT SHALL NOT BE ALLOWED.

CONTRACTOR’S EXPENSE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS

OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE

REPLACEMENT UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO

REMAIN. ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL AND

4. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO

THE CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

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

3. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA,

2. SEE SHEET CD201 FOR PAVEMENT REMOVAL SECTIONS.

REINFORCED WITH 0.05% DEFORMED STEEL BARS IN BOTH DIRECTIONS.

1. ALL EXISTING ODD SHAPED SLABES AND SLABS THAT ARE 12.5’ X 12.5’ ARE

GENERAL SHEET NOTES

SHEET KEYNOTES

REMOVED. SEE SHEETS S-901 THRU S-903 FOR EXISTING SUN SHADE AS-BUILTS.

8. EXISTING 10”DIAMTER STEEL COLUMNS ANCHORED TO THE CONCRETE TO BE

7. EXISTING HYDRANT FUEL PIT TO REMAIN.

6. EXISTING AREA INLET TO REMAIN.

BEEN CONSTRUCTED.

AT IT’S NEW LOCATION AFTER NEW CONCRETE AND SUN SHADE SHELTERS HAVE

5. EXISTING CREW SHACK TO BE REMOVED AND SAFELY STORED AND RE-INSTALLED

CREW SHACK LOCATIONS.

REINSTALLED NEAR THE NEW CREW SHACKS B AND C. SEE SITE PLANS FOR

4. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED, SAFELY STORED, AND

S-901 THRU S-903 FOR SUN SHADE AS-BUILT INFORMATION.

3. EXISTING SUN SHADE SHELTER TO BE REMOVED AND RECYCLED. SEE SHEETS

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE AND TRIPLE SAWCUT DETAILS.

2. INITIATE ALL CONCRETE REMOVALS WITH A DOUBLE OR TRIPLE, FULL DEPTH

1. INITIATE ALL ASHPALT REMOVALS WITH A SINGLE, FULL DEPTH VERTICAL SAWCUT.

(REF L7: CD201

AS NECESSARY TO BE REMOVED

4" ACC / 6" ABC / SUBGRADE

PORTLAND CEMENT CONCRETEPCC

ASPHALT CEMENT CONCRETEACC

AGGREGATE BASE COURSEABC

RIGID BASE COURSERBC

FUEL LINE TO BE REMOVED

ABANDONED 6" ASBESTOS CEMENT

CEMENT ELECTRICAL CONDUIT TO BE REMOVED

ABANDONED CONCRETE ENCASED 4" ASBESTOS

REMOVAL LIMITS

LOCATED WITHIN PAVEMENT

REMOVE STATIC GROUNDS

®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

A1 SCALE: 1" = 30' - 0"

DEMOLITION PLAN - AREA B

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0 500' 1000'

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B

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D

L17

LEGEND

(REF L1: CD201)

AS NECESSARY TO BE REMOVED

14" PCC / 6" RBC / SUBGRADE

CONCRETE ENCASED CONDUIT TO BE REMOVED.

8. SEE SHEET M-901 FOR AS-BUILTS OF THE EXISTING LATERAL FUEL LINES AND

MANAGEMENT.

EXISTING PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF

PAVEMENT REMOVAL METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR

7. SUBMIT A PAVEMENT REMOVAL PLAN FOR REVIEW. THE PLAN SHALL ADDRESS

ON EXISTING PAVEMETNS TO REMAIN.

EQUIPMENT WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO OPERATE

6. NO BUCKET LOADERS, SKID LOADERS, GRADERS OR OTHER SIMILAR

DAMAGE OF PAVEMENTS TO REMAIN.

EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO PREVENT

5. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED ON

PROJECT. PARITAL SLAB REMOVAL/REPLACEMENT SHALL NOT BE ALLOWED.

CONTRACTOR’S EXPENSE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS

OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE

REPLACEMENT UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO

REMAIN. ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL AND

4. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO

THE CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

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

3. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA,

2. SEE SHEET CD201 FOR PAVEMENT REMOVAL SECTIONS.

REINFORCED WITH 0.05% DEFORMED STEEL BARS IN BOTH DIRECTIONS.

1. ALL EXISTING ODD SHAPED SLABES AND SLABS THAT ARE 12.5’ X 12.5’ ARE

GENERAL SHEET NOTES

SHEET KEYNOTES

REMOVED. SEE SHEETS S-901 THRU S-903 FOR EXISTING SUN SHADE AS-BUILTS.

8. EXISTING 10”DIAMTER STEEL COLUMNS ANCHORED TO THE CONCRETE TO BE

7. EXISTING HYDRANT FUEL PIT TO REMAIN.

6. EXISTING AREA INLET TO REMAIN.

BEEN CONSTRUCTED.

AT IT’S NEW LOCATION AFTER NEW CONCRETE AND SUN SHADE SHELTERS HAVE

5. EXISTING CREW SHACK TO BE REMOVED AND SAFELY STORED AND RE-INSTALLED

CREW SHACK LOCATIONS.

REINSTALLED NEAR THE NEW CREW SHACKS B AND C. SEE SITE PLANS FOR

4. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED, SAFELY STORED, AND

S-901 THRU S-903 FOR SUN SHADE AS-BUILT INFORMATION.

3. EXISTING SUN SHADE SHELTER TO BE REMOVED AND RECYCLED. SEE SHEETS

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE AND TRIPLE SAWCUT DETAILS.

2. INITIATE ALL CONCRETE REMOVALS WITH A DOUBLE OR TRIPLE, FULL DEPTH

1. INITIATE ALL ASHPALT REMOVALS WITH A SINGLE, FULL DEPTH VERTICAL SAWCUT.

(REF L7: CD201

AS NECESSARY TO BE REMOVED

4" ACC / 6" ABC / SUBGRADE

PORTLAND CEMENT CONCRETEPCC

ASPHALT CEMENT CONCRETEACC

AGGREGATE BASE COURSEABC

RIGID BASE COURSERBC

FUEL LINE TO BE REMOVED

ABANDONED 6" ASBESTOS CEMENT

CEMENT ELECTRICAL CONDUIT TO BE REMOVED

ABANDONED CONCRETE ENCASED 4" ASBESTOS

REMOVAL LIMITS

LOCATED WITHIN PAVEMENT

REMOVE STATIC GROUNDS

®of Engineers US Army Corps

U .S

A

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O R

P S

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A1 SCALE: 1" = 30' - 0"

DEMOLITION PLAN - AREA C

BLDG

C-1

BLDG

D-1

BLDG

E-1

W

H U

\H

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:2

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P D

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p lt c fg

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S c re e n F u ll

S iz e .d s c ri

A H

A D

IS

T

R

IC

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C A

P

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O L

A V

E

O M

A H

A

N E

W C

X X

X X

J A

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A R

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S P

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F

IL

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A N

S I

D

W R

H

IL

L A

IR

F

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C E

B A

S E

U

T A

H

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P A

IR

W

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T

T

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IB

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K

H A

M O

L

IT

IO

N

P L

A N

A

R E

A

CD104

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

NORTH

PLAN

0 500' 1000'

A

B

C

D

L17

TRTR

TR

LEGEND

(REF L1: CD201)

AS NECESSARY TO BE REMOVED

14" PCC / 6" RBC / SUBGRADE

CONCRETE ENCASED CONDUIT TO BE REMOVED.

8. SEE SHEET M-901 FOR AS-BUILTS OF THE EXISTING LATERAL FUEL LINES AND

MANAGEMENT.

EXISTING PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF

PAVEMENT REMOVAL METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR

7. SUBMIT A PAVEMENT REMOVAL PLAN FOR REVIEW. THE PLAN SHALL ADDRESS

ON EXISTING PAVEMETNS TO REMAIN.

EQUIPMENT WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO OPERATE

6. NO BUCKET LOADERS, SKID LOADERS, GRADERS OR OTHER SIMILAR

DAMAGE OF PAVEMENTS TO REMAIN.

EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO PREVENT

5. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED ON

PROJECT. PARITAL SLAB REMOVAL/REPLACEMENT SHALL NOT BE ALLOWED.

CONTRACTOR’S EXPENSE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS

OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE

REPLACEMENT UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO

REMAIN. ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL AND

4. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO

THE CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

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

3. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA,

2. SEE SHEET CD201 FOR PAVEMENT REMOVAL SECTIONS.

REINFORCED WITH 0.05% DEFORMED STEEL BARS IN BOTH DIRECTIONS.

1. ALL EXISTING ODD SHAPED SLABES AND SLABS THAT ARE 12.5’ X 12.5’ ARE

GENERAL SHEET NOTES

SHEET KEYNOTES

REMOVED. SEE SHEETS S-901 THRU S-903 FOR EXISTING SUN SHADE AS-BUILTS.

8. EXISTING 10”DIAMTER STEEL COLUMNS ANCHORED TO THE CONCRETE TO BE

7. EXISTING HYDRANT FUEL PIT TO REMAIN.

6. EXISTING AREA INLET TO REMAIN.

BEEN CONSTRUCTED.

AT IT’S NEW LOCATION AFTER NEW CONCRETE AND SUN SHADE SHELTERS HAVE

5. EXISTING CREW SHACK TO BE REMOVED AND SAFELY STORED AND RE-INSTALLED

CREW SHACK LOCATIONS.

REINSTALLED NEAR THE NEW CREW SHACKS B AND C. SEE SITE PLANS FOR

4. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED, SAFELY STORED, AND

S-901 THRU S-903 FOR SUN SHADE AS-BUILT INFORMATION.

3. EXISTING SUN SHADE SHELTER TO BE REMOVED AND RECYCLED. SEE SHEETS

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE AND TRIPLE SAWCUT DETAILS.

2. INITIATE ALL CONCRETE REMOVALS WITH A DOUBLE OR TRIPLE, FULL DEPTH

1. INITIATE ALL ASHPALT REMOVALS WITH A SINGLE, FULL DEPTH VERTICAL SAWCUT.

(REF L7: CD201

AS NECESSARY TO BE REMOVED

4" ACC / 6" ABC / SUBGRADE

PORTLAND CEMENT CONCRETEPCC

ASPHALT CEMENT CONCRETEACC

AGGREGATE BASE COURSEABC

RIGID BASE COURSERBC

FUEL LINE TO BE REMOVED

ABANDONED 6" ASBESTOS CEMENT

CEMENT ELECTRICAL CONDUIT TO BE REMOVED

ABANDONED CONCRETE ENCASED 4" ASBESTOS

REMOVAL LIMITS

LOCATED WITHIN PAVEMENT

REMOVE STATIC GROUNDS

®of Engineers US Army Corps

U .S

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A1 SCALE: 1" = 30' - 0"

DEMOLITION PLAN - AREA D

PRIOR TO REMOVAL

AREA TO BE REMOVED

WITH WHEELSAW, 24" INSIDE

" WIDE2

DEPTH SAWCUT, 1

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

H U

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.d w g

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S

CD201

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

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S U

B M

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B Y

C H

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K E

D B

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D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

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A

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IO

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O

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D A

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S I Z

E

M A

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D E

S C

R

IP

T

IO

N D

A T

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SHEET ID

14" PCC TO BE REMOVED

4" ACC TO BE REMOVED

6" ABC TO BE REMOVED

SUBGRADE AS NECESSARY TO BE REMOVED

6" RBC TO BE REMOVED

SUBGRADE AS NECESSARY TO BE REMOVED

PCC

PCC

PAVEMENT REMOVAL AREA

PAVEMENT REMOVAL AREA

REMOVAL AREA

INITIAL PAVEMENT 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.

PAVEMENT REMOVED, PLACE AND COMPACT NEW SUBBASE COURSE MATERIAL.

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 SHEETS CD101 THRU CD104 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

PCC

AGGREGATE BASE COURSEABC

EXISTING PCC PAVEMENT SECTION

SCALE: NTS

L1

DOUBLE SAWCUT DETAIL

SCALE: NTS

A9

TRIPLE SAWCUT DETAIL

SCALE: NTS

A15

EXISTING ACC SHOULDER PAVEMENT SECTION

SCALE: NTS

L7

®of Engineers

US Army Corps

U .S

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