Amendment 5 - West Sheets C-400s - Gradient Change.pdf

PDF 13 MB Posted Aug 5, 2020

Attached to: Hill Air Force Base West & Transient Apron Paving Federal contract opportunity
Solicitation number: W91238-20-R-0055
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 29, 2023

This federal contract opportunity solicitation seeks bids for the Hill Air Force Base West & Transient Apron Paving project. The Department of the Army Corps of Engineers Engineering District Sacramento will award a contract to demolish existing concrete pavement, construct new concrete pavement including a drainage layer and asphalt shoulder overlay, protect existing utilities, and install new airfield pavement striping, aircraft mooring, and grounding points at Hill Air Force Base. Solicitation Number W91238-20-R-0055 has been issued for this project, with bids due by the response date specified in the solicitation document. The selected contractor will be responsible for demolition, construction, utility protection, and installation work that upgrades the base's airfield pavement facilities.

View the file

Other files for this federal contract opportunity

Other files attached to Hill Air Force Base West & Transient Apron Paving, newest first.
File	Type	Posted
Amendment 7 - 01 57 19.pdf	PDF	Aug 11, 2020
W9123820R0055 - Amendment 7.pdf	PDF	Aug 11, 2020
W9123820R0055 - Solicitation Amendment 6.pdf	PDF	Aug 6, 2020
Amendment 6 - Revised Specs Section 01 57 19.pdf	PDF	Aug 6, 2020
Amendment 6 - Final QnAs.pdf	PDF	Aug 6, 2020
W9123820R0055 - Solicitation Amendment 5.pdf	PDF	Aug 5, 2020
Amendment 5 - Transient Sheets - Remove Hazard Material Testing.pdf	PDF	Aug 5, 2020
Amendment 5 - Spec 01 11 00 - Phasing Addition edit.pdf	PDF	Aug 5, 2020
Amendment 5 - Spec 31 00 00 - Spoils edits and Boring Logs.pdf	PDF	Aug 5, 2020
Amendment 5 - West Sheets C-150s - Gradient Change.pdf	PDF	Aug 5, 2020
Amendment 5 - West Sheets C-140 - Fire Riser Change.pdf	PDF	Aug 5, 2020
Amendment 5 - Transient Sheets - Remove Crack Repairs.pdf	PDF	Aug 5, 2020
W9123820R0055 - Solicitation Amendment 4.pdf	PDF	Jul 29, 2020
W9123820R0055 - Solicitation Amendment 3.pdf	PDF	Jul 23, 2020
HAFB West_Transient Apron Repair Site Walk 7-21-20 (002).pdf	PDF	Jul 21, 2020
W9123820R0055 - Solicitation Amendment 2.pdf	PDF	Jul 17, 2020
W9123820R0055 - Solicitation Amendment 1.pdf	PDF	Jul 15, 2020
Attachment 3 - Drawings Transient Apron.pdf	PDF	Jul 2, 2020
Attachment 4 - Pricing Schedule.pdf	PDF	Jul 2, 2020
Attachment 9 - Utah Resident Office Map.pdf	PDF	Jul 2, 2020
W9123820R0055 - Solicitation.pdf	PDF	Jul 2, 2020
Attachment 7 - Pre-Award Survey.pdf	PDF	Jul 2, 2020
Attachment 1 - Specifications.pdf	PDF	Jul 2, 2020
Attachment 8 - Hill AFB Site Visit Visitor Authorization List.pdf	PDF	Jul 2, 2020
Attachment 2 - Drawings West Apron.pdf	PDF	Jul 2, 2020
Attachment 6 - Past Performance Questionnaire.pdf	PDF	Jul 2, 2020
Attachment 5 - DB Wage Determination.pdf	PDF	Jul 2, 2020

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C-403 C-404

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C-406

JOINT LEGEND

DOWELED CONTRACTION JOINTS

(SEE DETAIL 7, C-503)

THICKENED EDGE EXPANSION JOINTS

(SEE DETAIL 1 AND 4, C-503)

DOWELED CONSTRUCTION JOINT

(SEE DETAIL 6, C-503)

DOWELED JOINT

(SEE DETAIL 8, C-503)

SAWN CONTRACTION JOINTS

(SEE DETAIL 3, C-503)

INTERFACE JOINTS

(SEE DETAIL 2, C-503)

REINFORCED SLAB

(SEE DETAIL 1, C-505)

FINISH GRADE ELEVATION

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1. MAXIMUM JOINT SPACING FOR APRON IS 20'.

2. WHEN PANELS CANNOT BE MADE SQUARE THE LENGTH TO WIDTH WILL BE

WITHIN THE RANGE OF 0.75 TO 1.25.

3. NEW JOINT LINES TO FOLLOW EXISTING JOINT LINES. THE EXCEPTION IS AT

THICKENED EDGE EXPANSION JOINTS AND SLIP JOINTS.

4. CATCH BASINS AND OTHER UTILITY STRUCTURES WITH PCC PAVEMENT

PENETRATIONS SHALL BE ISOLATED FROM THE PAVEMENT WITH A THICKENED

EDGE EXPANSION JOINT. SEE DETAIL 5 SHEET C-502. PROVIDE CORNER

REINFORCEMENT PER PER DETAIL 1 SHEET C-505.

5. STORM DRAIN CATCH BASINS ARE PROVIDED WITH COORDINATES IN THE TABLE

BELOW TO ESTABLISH THE PRECISE LOCATION.

6. ALL ODD SHAPED SLABS, SLABS NOT MEETING THE REQUIREMENTS OF NOTE 2

OF THIS SHEET, AND SLABS THAT HAVE PENETRATIONS SHALL BE REINFORCED

AS INDICATED. SEE LEGEND BELOW FOR SYMBOL IDENTIFYING KNOWN SLABS

TO BE REINFORCED.

7. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-401

THROUGH C-407.

8. WHEN PANELS MATCHING EXISTING PCC IS EXEMPT FROM PROFILOGRAPH

SMOOTHNESS REQUIREMENT.

9. IF THE CONTRACTOR PROPOSES TO PAVE TWO PANELS WIDE PER PAVING

LANE, THE CONTRACTOR'S PROPOSED PAVING PLAN MUST BE APPROVED BY

CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND CONTRACTOR MUST

CLEARLY DEMONSTRATE THAT HE HAS THE ADEQUATE EQUIPMENT,

EXPERIENCE, AND CONCRETE PRODUCTION RATE TO SUCCESSFULLY PLACE

THE PAVEMENT PER HIS PROPOSED PLAN. THE COR RESERVES THE RIGHT TO

REJECT THE PAVING PLAN IF THE CONTRACTOR CAN NOT SATISFY THE

EQUIPMENT, EXPERIENCE, AND CONCRETE PRODUCTION REQUIRED.

C-407

APRON UTILITY STRUCTURE PENETRATIONS

STRUCTURE NORTHING EASTING ELEVATION NOTES

SD #1 N:14936257.12 E:1370583.62 4782.83

COORDINATES ARE TO CENTER OF 3'X5' CB

STRUCTURE

SD #2 N:14935966.81 E:1370229.21 4782.08

COORDINATES ARE TO CENTER OF 4'X6' CB

STRUCTURE

SD #3 N:14935747.12 E:1369961.98 4781.16

COORDINATES ARE TO CENTER OF 3'X6' CB

STRUCTURE

SD #4 N:14935735.15 E:1369752.12 4780.68

COORDINATES ARE TO CENTER OF 3'X4' CB

STRUCTURE

SD #2

SD #3

SD #4

SD #1

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10 @ 20'=200' 12@18.50'=222'

THERE IS PCC UNDER ASPHALT

IN THIS LOCATION.

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1. THE NEW PCC WILL BE THICKENED ALONG THE JOINT PER DETAIL 4/C-503

AND EXISTING PCC WILL REMAIN.

JOINT LEGEND

DOWELED CONTRACTION JOINTS

(SEE DETAIL 7, C-503)

THICKENED EDGE EXPANSION JOINTS

(SEE DETAIL 1 AND 4, C-503)

DOWELED CONSTRUCTION JOINT

(SEE DETAIL 6, C-503)

DOWELED JOINT

(SEE DETAIL 8, C-503)

SAWN CONTRACTION JOINTS

(SEE DETAIL 3, C-503)

INTERFACE JOINTS

(SEE DETAIL 2, C-503)

REINFORCED SLAB

(SEE DETAIL 1, C-505)

FINISH GRADE ELEVATION

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NOTES:

1. MAXIMUM JOINT SPACING FOR APRON IS 20'.

2. WHEN PANELS CANNOT BE MADE SQUARE THE LENGTH TO WIDTH WILL BE

WITHIN THE RANGE OF 0.75 TO 1.25.

3. NEW JOINT LINES TO FOLLOW EXISTING JOINT LINES. THE EXCEPTION IS AT

THICKENED EDGE EXPANSION JOINTS AND SLIP JOINTS.

4. CATCH BASINS AND OTHER UTILITY STRUCTURES WITH PCC PAVEMENT

PENETRATIONS SHALL BE ISOLATED FROM THE PAVEMENT WITH A THICKENED

EDGE EXPANSION JOINT. SEE DETAIL 5 SHEET C-502. PROVIDE CORNER

REINFORCEMENT PER PER DETAIL 1 SHEET C-505.

5. STORM DRAIN CATCH BASINS ARE PROVIDED WITH COORDINATES IN THE TABLE

BELOW TO ESTABLISH THE PRECISE LOCATION.

6. ALL ODD SHAPED SLABS, SLABS NOT MEETING THE REQUIREMENTS OF NOTE 2

OF THIS SHEET, AND SLABS THAT HAVE PENETRATIONS SHALL BE REINFORCED

AS INDICATED. SEE LEGEND BELOW FOR SYMBOL IDENTIFYING KNOWN SLABS

TO BE REINFORCED.

7. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-401

THROUGH C-407.

8. WHEN PANELS MATCHING EXISTING PCC IS EXEMPT FROM PROFILOGRAPH

SMOOTHNESS REQUIREMENT.

9. IF THE CONTRACTOR PROPOSES TO PAVE TWO PANELS WIDE PER PAVING

LANE, THE CONTRACTOR'S PROPOSED PAVING PLAN MUST BE APPROVED BY

CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND CONTRACTOR MUST

CLEARLY DEMONSTRATE THAT HE HAS THE ADEQUATE EQUIPMENT,

EXPERIENCE, AND CONCRETE PRODUCTION RATE TO SUCCESSFULLY PLACE

THE PAVEMENT PER HIS PROPOSED PLAN. THE COR RESERVES THE RIGHT TO

REJECT THE PAVING PLAN IF THE CONTRACTOR CAN NOT SATISFY THE

EQUIPMENT, EXPERIENCE, AND CONCRETE PRODUCTION REQUIRED.

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SD #4

SEE NOTE 4

SHEET C-403

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SHEET C-401

KEY NOTE:

1. THE NEW PCC WILL BE THICKENED ALONG THE JOINT PER DETAIL 4/C-503

AND EXISTING PCC WILL REMAIN.

JOINT LEGEND

DOWELED CONTRACTION JOINTS

(SEE DETAIL 7, C-503)

THICKENED EDGE EXPANSION JOINTS

(SEE DETAIL 1 AND 4, C-503)

DOWELED CONSTRUCTION JOINT

(SEE DETAIL 6, C-503)

DOWELED JOINT

(SEE DETAIL 8, C-503)

SAWN CONTRACTION JOINTS

(SEE DETAIL 3, C-503)

INTERFACE JOINTS

(SEE DETAIL 2, C-503)

REINFORCED SLAB

(SEE DETAIL 1, C-505)

FINISH GRADE ELEVATION

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NOTES:

1. MAXIMUM JOINT SPACING FOR APRON IS 20'.

2. WHEN PANELS CANNOT BE MADE SQUARE THE LENGTH TO WIDTH WILL BE

WITHIN THE RANGE OF 0.75 TO 1.25.

3. NEW JOINT LINES TO FOLLOW EXISTING JOINT LINES. THE EXCEPTION IS AT

THICKENED EDGE EXPANSION JOINTS AND SLIP JOINTS.

4. CATCH BASINS AND OTHER UTILITY STRUCTURES WITH PCC PAVEMENT

PENETRATIONS SHALL BE ISOLATED FROM THE PAVEMENT WITH A THICKENED

EDGE EXPANSION JOINT. SEE DETAIL 5 SHEET C-502. PROVIDE CORNER

REINFORCEMENT PER PER DETAIL 1 SHEET C-505.

5. STORM DRAIN CATCH BASINS ARE PROVIDED WITH COORDINATES IN THE TABLE

BELOW TO ESTABLISH THE PRECISE LOCATION.

6. ALL ODD SHAPED SLABS, SLABS NOT MEETING THE REQUIREMENTS OF NOTE 2

OF THIS SHEET, AND SLABS THAT HAVE PENETRATIONS SHALL BE REINFORCED

AS INDICATED. SEE LEGEND BELOW FOR SYMBOL IDENTIFYING KNOWN SLABS

TO BE REINFORCED.

7. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-401

THROUGH C-407.

8. WHEN PANELS MATCHING EXISTING PCC IS EXEMPT FROM PROFILOGRAPH

SMOOTHNESS REQUIREMENT.

9. IF THE CONTRACTOR PROPOSES TO PAVE TWO PANELS WIDE PER PAVING

LANE, THE CONTRACTOR'S PROPOSED PAVING PLAN MUST BE APPROVED BY

CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND CONTRACTOR MUST

CLEARLY DEMONSTRATE THAT HE HAS THE ADEQUATE EQUIPMENT,

EXPERIENCE, AND CONCRETE PRODUCTION RATE TO SUCCESSFULLY PLACE

THE PAVEMENT PER HIS PROPOSED PLAN. THE COR RESERVES THE RIGHT TO

REJECT THE PAVING PLAN IF THE CONTRACTOR CAN NOT SATISFY THE

EQUIPMENT, EXPERIENCE, AND CONCRETE PRODUCTION REQUIRED.

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C-400sXXX.DWG

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SHEET C-402

KEY NOTE:

1. THE NEW PCC WILL BE THICKENED ALONG THE JOINT PER DETAIL 4/C-503

AND EXISTING PCC WILL REMAIN.

JOINT LEGEND

DOWELED CONTRACTION JOINTS

(SEE DETAIL 7, C-503)

THICKENED EDGE EXPANSION JOINTS

(SEE DETAIL 1 AND 4, C-503)

DOWELED CONSTRUCTION JOINT

(SEE DETAIL 6, C-503)

DOWELED JOINT

(SEE DETAIL 8, C-503)

SAWN CONTRACTION JOINTS

(SEE DETAIL 3, C-503)

INTERFACE JOINTS

(SEE DETAIL 2, C-503)

REINFORCED SLAB

(SEE DETAIL 1, C-505)

FINISH GRADE ELEVATION

TEJ

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NOTES:

1. MAXIMUM JOINT SPACING FOR APRON IS 20'.

2. WHEN PANELS CANNOT BE MADE SQUARE THE LENGTH TO WIDTH WILL BE

WITHIN THE RANGE OF 0.75 TO 1.25.

3. NEW JOINT LINES TO FOLLOW EXISTING JOINT LINES. THE EXCEPTION IS AT

THICKENED EDGE EXPANSION JOINTS AND SLIP JOINTS.

4. CATCH BASINS AND OTHER UTILITY STRUCTURES WITH PCC PAVEMENT

PENETRATIONS SHALL BE ISOLATED FROM THE PAVEMENT WITH A THICKENED

EDGE EXPANSION JOINT. SEE DETAIL 5 SHEET C-502. PROVIDE CORNER

REINFORCEMENT PER PER DETAIL 1 SHEET C-505.

5. STORM DRAIN CATCH BASINS ARE PROVIDED WITH COORDINATES IN THE TABLE

BELOW TO ESTABLISH THE PRECISE LOCATION.

6. ALL ODD SHAPED SLABS, SLABS NOT MEETING THE REQUIREMENTS OF NOTE 2

OF THIS SHEET, AND SLABS THAT HAVE PENETRATIONS SHALL BE REINFORCED

AS INDICATED. SEE LEGEND BELOW FOR SYMBOL IDENTIFYING KNOWN SLABS

TO BE REINFORCED.

7. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-401

THROUGH C-407.

8. WHEN PANELS MATCHING EXISTING PCC IS EXEMPT FROM PROFILOGRAPH

SMOOTHNESS REQUIREMENT.

9. IF THE CONTRACTOR PROPOSES TO PAVE TWO PANELS WIDE PER PAVING

LANE, THE CONTRACTOR'S PROPOSED PAVING PLAN MUST BE APPROVED BY

CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND CONTRACTOR MUST

CLEARLY DEMONSTRATE THAT HE HAS THE ADEQUATE EQUIPMENT,

EXPERIENCE, AND CONCRETE PRODUCTION RATE TO SUCCESSFULLY PLACE

THE PAVEMENT PER HIS PROPOSED PLAN. THE COR RESERVES THE RIGHT TO

REJECT THE PAVING PLAN IF THE CONTRACTOR CAN NOT SATISFY THE

EQUIPMENT, EXPERIENCE, AND CONCRETE PRODUCTION REQUIRED.

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C-400sXXX.DWG

SHEET C-405

S H

E E

JOINT LEGEND

DOWELED CONTRACTION JOINTS

(SEE DETAIL 7, C-503)

THICKENED EDGE EXPANSION JOINTS

(SEE DETAIL 1 AND 4, C-503)

DOWELED CONSTRUCTION JOINT

(SEE DETAIL 6, C-503)

DOWELED JOINT

(SEE DETAIL 8, C-503)

SAWN CONTRACTION JOINTS

(SEE DETAIL 3, C-503)

INTERFACE JOINTS

(SEE DETAIL 2, C-503)

REINFORCED SLAB

(SEE DETAIL 1, C-505)

FINISH GRADE ELEVATION

TEJ

CTJ

DCJ

DCTJ

NOTES:

1. MAXIMUM JOINT SPACING FOR APRON IS 20'.

2. WHEN PANELS CANNOT BE MADE SQUARE THE LENGTH TO WIDTH WILL BE

WITHIN THE RANGE OF 0.75 TO 1.25.

3. NEW JOINT LINES TO FOLLOW EXISTING JOINT LINES. THE EXCEPTION IS AT

THICKENED EDGE EXPANSION JOINTS AND SLIP JOINTS.

4. CATCH BASINS AND OTHER UTILITY STRUCTURES WITH PCC PAVEMENT

PENETRATIONS SHALL BE ISOLATED FROM THE PAVEMENT WITH A THICKENED

EDGE EXPANSION JOINT. SEE DETAIL 5 SHEET C-502. PROVIDE CORNER

REINFORCEMENT PER PER DETAIL 1 SHEET C-505.

5. STORM DRAIN CATCH BASINS ARE PROVIDED WITH COORDINATES IN THE TABLE

BELOW TO ESTABLISH THE PRECISE LOCATION.

6. ALL ODD SHAPED SLABS, SLABS NOT MEETING THE REQUIREMENTS OF NOTE 2

OF THIS SHEET, AND SLABS THAT HAVE PENETRATIONS SHALL BE REINFORCED

AS INDICATED. SEE LEGEND BELOW FOR SYMBOL IDENTIFYING KNOWN SLABS

TO BE REINFORCED.

7. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-401

THROUGH C-407.

8. WHEN PANELS MATCHING EXISTING PCC IS EXEMPT FROM PROFILOGRAPH

SMOOTHNESS REQUIREMENT.

9. IF THE CONTRACTOR PROPOSES TO PAVE TWO PANELS WIDE PER PAVING

LANE, THE CONTRACTOR'S PROPOSED PAVING PLAN MUST BE APPROVED BY

CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND CONTRACTOR MUST

CLEARLY DEMONSTRATE THAT HE HAS THE ADEQUATE EQUIPMENT,

EXPERIENCE, AND CONCRETE PRODUCTION RATE TO SUCCESSFULLY PLACE

THE PAVEMENT PER HIS PROPOSED PLAN. THE COR RESERVES THE RIGHT TO

REJECT THE PAVING PLAN IF THE CONTRACTOR CAN NOT SATISFY THE

EQUIPMENT, EXPERIENCE, AND CONCRETE PRODUCTION REQUIRED.

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4782.21

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C-400sXXX.DWG

SD #3

SEE NOTE 4

SD #2

SEE NOTE 4

SHEET C-404

S H

E E

SHEET C-406

JOINT LEGEND

DOWELED CONTRACTION JOINTS

(SEE DETAIL 7, C-503)

THICKENED EDGE EXPANSION JOINTS

(SEE DETAIL 1 AND 4, C-503)

DOWELED CONSTRUCTION JOINT

(SEE DETAIL 6, C-503)

DOWELED JOINT

(SEE DETAIL 8, C-503)

SAWN CONTRACTION JOINTS

(SEE DETAIL 3, C-503)

INTERFACE JOINTS

(SEE DETAIL 2, C-503)

REINFORCED SLAB

(SEE DETAIL 1, C-505)

FINISH GRADE ELEVATION

TEJ

CTJ

DCJ

DCTJ

NOTES:

1. MAXIMUM JOINT SPACING FOR APRON IS 20'.

2. WHEN PANELS CANNOT BE MADE SQUARE THE LENGTH TO WIDTH WILL BE

WITHIN THE RANGE OF 0.75 TO 1.25.

3. NEW JOINT LINES TO FOLLOW EXISTING JOINT LINES. THE EXCEPTION IS AT

THICKENED EDGE EXPANSION JOINTS AND SLIP JOINTS.

4. CATCH BASINS AND OTHER UTILITY STRUCTURES WITH PCC PAVEMENT

PENETRATIONS SHALL BE ISOLATED FROM THE PAVEMENT WITH A THICKENED

EDGE EXPANSION JOINT. SEE DETAIL 5 SHEET C-502. PROVIDE CORNER

REINFORCEMENT PER PER DETAIL 1 SHEET C-505.

5. STORM DRAIN CATCH BASINS ARE PROVIDED WITH COORDINATES IN THE TABLE

BELOW TO ESTABLISH THE PRECISE LOCATION.

6. ALL ODD SHAPED SLABS, SLABS NOT MEETING THE REQUIREMENTS OF NOTE 2

OF THIS SHEET, AND SLABS THAT HAVE PENETRATIONS SHALL BE REINFORCED

AS INDICATED. SEE LEGEND BELOW FOR SYMBOL IDENTIFYING KNOWN SLABS

TO BE REINFORCED.

7. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-401

THROUGH C-407.

8. WHEN PANELS MATCHING EXISTING PCC IS EXEMPT FROM PROFILOGRAPH

SMOOTHNESS REQUIREMENT.

9. IF THE CONTRACTOR PROPOSES TO PAVE TWO PANELS WIDE PER PAVING

LANE, THE CONTRACTOR'S PROPOSED PAVING PLAN MUST BE APPROVED BY

CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND CONTRACTOR MUST

CLEARLY DEMONSTRATE THAT HE HAS THE ADEQUATE EQUIPMENT,

EXPERIENCE, AND CONCRETE PRODUCTION RATE TO SUCCESSFULLY PLACE

THE PAVEMENT PER HIS PROPOSED PLAN. THE COR RESERVES THE RIGHT TO

REJECT THE PAVING PLAN IF THE CONTRACTOR CAN NOT SATISFY THE

EQUIPMENT, EXPERIENCE, AND CONCRETE PRODUCTION REQUIRED.

10. FOR PAVEMENT ABUTTING EXISTING 25' PANELS NOT BEING REPLACED BY THE

TRANSIENT APRON REPAIR PROJECT, CONTINUOUSLY REINFORCE AS A 25'X25'

PANEL PER DETAIL 6, C-505, THEN SAWCUT CONTRACTION JOINTS TO QUARTER

THE PANEL.

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MATCH EXISTING

M A

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4@19.50'=78' 7@20'=140'

5@18.50'=92.50'

17.35'

4784.58

4784.53

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U S

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C-400sXXX.DWG

SHEET C-405

S H

E E

S H

E E

JOINT LEGEND

DOWELED CONTRACTION JOINTS

(SEE DETAIL 7, C-503)

THICKENED EDGE EXPANSION JOINTS

(SEE DETAIL 1 AND 4, C-503)

DOWELED CONSTRUCTION JOINT

(SEE DETAIL 6, C-503)

DOWELED JOINT

(SEE DETAIL 8, C-503)

SAWN CONTRACTION JOINTS

(SEE DETAIL 3, C-503)

INTERFACE JOINTS

(SEE DETAIL 2, C-503)

REINFORCED SLAB

(SEE DETAIL 1, C-505)

FINISH GRADE ELEVATION

TEJ

CTJ

DCJ

DCTJ

NOTES:

1. MAXIMUM JOINT SPACING FOR APRON IS 20'.

2. WHEN PANELS CANNOT BE MADE SQUARE THE LENGTH TO WIDTH WILL BE

WITHIN THE RANGE OF 0.75 TO 1.25.

3. NEW JOINT LINES TO FOLLOW EXISTING JOINT LINES. THE EXCEPTION IS AT

THICKENED EDGE EXPANSION JOINTS AND SLIP JOINTS.

4. CATCH BASINS AND OTHER UTILITY STRUCTURES WITH PCC PAVEMENT

PENETRATIONS SHALL BE ISOLATED FROM THE PAVEMENT WITH A THICKENED

EDGE EXPANSION JOINT. SEE DETAIL 5 SHEET C-502. PROVIDE CORNER

REINFORCEMENT PER PER DETAIL 1 SHEET C-505.

5. STORM DRAIN CATCH BASINS ARE PROVIDED WITH COORDINATES IN THE TABLE

BELOW TO ESTABLISH THE PRECISE LOCATION.

6. ALL ODD SHAPED SLABS, SLABS NOT MEETING THE REQUIREMENTS OF NOTE 2

OF THIS SHEET, AND SLABS THAT HAVE PENETRATIONS SHALL BE REINFORCED

AS INDICATED. SEE LEGEND BELOW FOR SYMBOL IDENTIFYING KNOWN SLABS

TO BE REINFORCED.

7. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-401

THROUGH C-407.

8. WHEN PANELS MATCHING EXISTING PCC IS EXEMPT FROM PROFILOGRAPH

SMOOTHNESS REQUIREMENT.

9. IF THE CONTRACTOR PROPOSES TO PAVE TWO PANELS WIDE PER PAVING

LANE, THE CONTRACTOR'S PROPOSED PAVING PLAN MUST BE APPROVED BY

CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND CONTRACTOR MUST

CLEARLY DEMONSTRATE THAT HE HAS THE ADEQUATE EQUIPMENT,

EXPERIENCE, AND CONCRETE PRODUCTION RATE TO SUCCESSFULLY PLACE

THE PAVEMENT PER HIS PROPOSED PLAN. THE COR RESERVES THE RIGHT TO

REJECT THE PAVING PLAN IF THE CONTRACTOR CAN NOT SATISFY THE

EQUIPMENT, EXPERIENCE, AND CONCRETE PRODUCTION REQUIRED.

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4783.25

4783.15

4783.06

MATCH EXISTING ELEVATION

M A

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X I S

T I N

18@20'=360'

4784.58 4784.53

12.5'X12.5' REINFORCED PANELS. SEE NOTE 10

S O

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S I G

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D E

S C

R I P

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K E

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2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

R M

O R

N G

I N

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S P

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I G

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H I L L

F B

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C-400sXXX.DWG

SD #1

SEE NOTE 4

S H

E E

JOINT LEGEND

DOWELED CONTRACTION JOINTS

(SEE DETAIL 7, C-503)

THICKENED EDGE EXPANSION JOINTS

(SEE DETAIL 1 AND 4, C-503)

DOWELED CONSTRUCTION JOINT

(SEE DETAIL 6, C-503)

DOWELED JOINT

(SEE DETAIL 8, C-503)

SAWN CONTRACTION JOINTS

(SEE DETAIL 3, C-503)

INTERFACE JOINTS

(SEE DETAIL 2, C-503)

REINFORCED SLAB

(SEE DETAIL 1, C-505)

FINISH GRADE ELEVATION

TEJ

CTJ

DCJ

DCTJ

NOTES:

1. MAXIMUM JOINT SPACING FOR APRON IS 20'.

2. WHEN PANELS CANNOT BE MADE SQUARE THE LENGTH TO WIDTH WILL BE

WITHIN THE RANGE OF 0.75 TO 1.25.

3. NEW JOINT LINES TO FOLLOW EXISTING JOINT LINES. THE EXCEPTION IS AT

THICKENED EDGE EXPANSION JOINTS AND SLIP JOINTS.

4. CATCH BASINS AND OTHER UTILITY STRUCTURES WITH PCC PAVEMENT

PENETRATIONS SHALL BE ISOLATED FROM THE PAVEMENT WITH A THICKENED

EDGE EXPANSION JOINT. SEE DETAIL 5 SHEET C-502. PROVIDE CORNER

REINFORCEMENT PER PER DETAIL 1 SHEET C-505.

5. STORM DRAIN CATCH BASINS ARE PROVIDED WITH COORDINATES IN THE TABLE

BELOW TO ESTABLISH THE PRECISE LOCATION.

6. ALL ODD SHAPED SLABS, SLABS NOT MEETING THE REQUIREMENTS OF NOTE 2

OF THIS SHEET, AND SLABS THAT HAVE PENETRATIONS SHALL BE REINFORCED

AS INDICATED. SEE LEGEND BELOW FOR SYMBOL IDENTIFYING KNOWN SLABS

TO BE REINFORCED.

7. PCC PAVEMENT JOINT ELEVATIONS SHALL BE AS INDICATED ON C-401

THROUGH C-407.

8. WHEN PANELS MATCHING EXISTING PCC IS EXEMPT FROM PROFILOGRAPH

SMOOTHNESS REQUIREMENT.

9. IF THE CONTRACTOR PROPOSES TO PAVE TWO PANELS WIDE PER PAVING

LANE, THE CONTRACTOR'S PROPOSED PAVING PLAN MUST BE APPROVED BY

CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND CONTRACTOR MUST

CLEARLY DEMONSTRATE THAT HE HAS THE ADEQUATE EQUIPMENT,

EXPERIENCE, AND CONCRETE PRODUCTION RATE TO SUCCESSFULLY PLACE

THE PAVEMENT PER HIS PROPOSED PLAN. THE COR RESERVES THE RIGHT TO

REJECT THE PAVING PLAN IF THE CONTRACTOR CAN NOT SATISFY THE

EQUIPMENT, EXPERIENCE, AND CONCRETE PRODUCTION REQUIRED.

10. FOR PAVEMENT ABUTTING EXISTING 25' PANELS NOT BEING REPLACED BY THE

TRANSIENT APRON REPAIR PROJECT, CONTINUOUSLY REINFORCE AS A 25'X25'

PANEL PER DETAIL 6, C-505, THEN SAWCUT CONTRACTION JOINTS TO QUARTER

THE PANEL.

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Sheets and Views

C-400 JOINT PLAN

Sheet 1

C-401 JOINT PLAN

Sheet 1

C-402 JOINT PLAN

Sheet 1

C-403 JOINT PLAN

Sheet 1

C-404 JOINT PLAN

Sheet 1

C-405 JOINT PLAN

Sheet 1

C-406 JOINT PLAN

Sheet 1

C-407 JOINT PLAN

Sheet 1

File details come from the government source that posted it. Updated Aug 5, 2020.