Planset Amendment 0006.pdf

PDF 2 MB Posted

Attached to
INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ) UNRESTRICTED MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) FOR NEW CONSTRUCTION, REPAIR, AND RENOVATION OF AIRFIELD PAVING AND HEAVY DUTY PAVING PROJECTS AT VARIOUS GOVERNMENT INSTALLATIONS LOCATED WITHIN THE N
Solicitation number
N62473-23-R-0408
Issued by

About this file

Written by GovTribe AI ·

This package includes construction plans and details for demolition and reconstruction of airfield paving at Naval Air Station Point Mugu in Ventura, California. The plans show demolition of existing concrete and asphalt surfaces, notes for protection of utilities, and specifications for the new 12-inch concrete pavement sections with reinforcing steel and joint details. Relevant products and services include demolition work, cement stabilized base, concrete and asphalt paving, joint sealants, and erosion control. The related solicitation is for an indefinite delivery indefinite quantity multiple award construction contract for airfield and heavy duty paving projects at various Navy installations. It does not include pricing terms or response dates. The Naval Facilities Engineering Command is the contracting agency.

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PCC DEMOLTION

N 1866621.98 E 6225153.35

PCC DEMOLTION

N 1866513.79 E 6225535.67

0.

0'

1.

0'

6.

0'

73.0' 256.0'

73.0'133.0'

177.0'

155.0' 38.0'

2.

0'

2.

0'

0+

1+

2+

0+00 1+00 2+00 3+00 3+97

PCC DEMOLTION

N 1866372.40 E 6225170.71

331331331331331

346A346A346A346A346A

A B

DEMOLITION PLAN

KEYNOTES

DEMOLITION PLAN

KEYMAP

CONTRACTOR TO NOTIFY AIR STATION PRIOR TO COMMENCING

ANY DEMOLITION ACTIVITIES.

LOCATION OF EXISTING UTILITIES IS BASED ON RECORD

DRAWINGS AND IS APPROXIMATE. FIELD VERIFY LOCATIONS

PRIOR TO CONSTRUCTION.

CONTRACTOR TO POTHOLE ALL EXISTING ELECTRICAL AND

COMMUNICATION LINES PRIOR TO BEGINNING DEMOLITION.

CONTRACTOR TO POT HOLE EXISTING WATER LINES PRIOR TO BE

BEGINNING DEMOLITION.

ALL SURVEY MONUMENTS ARE TO BE PROTECTED IN PLACE

DURING THE ENTIRETY OF THE PROJECT. ANY DAMAGED

MONUMENTS SHALL BE REPLACED AT NO COST TO THE

GOVERNMENT.

CONTRACTOR TO REMOVE ENTIRE PAVEMENT SECTION,

INCLUDING BASE MATERIAL. SEE C500 SERIES SHEETS FOR

ADDITIONAL INFORMATION.

SEE EROSION CONTROL SHEET (C105 SERIES) FOR INFORMATION

REGARDING EXISTING UTILITY STRUCTURE PROTECTION AND

CONSTRUCTION SITE RUNOFF PROTECTION.

N

FY

S P

E C

IA

L

P R

O

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: W ed ne sd ay , N ov em be r 0

8,

- 1 :0

6p m

FINAL

DESIGN AND

CONSTRUCTION,

AIRFIELD AND

GEOTECHNICAL

BRANCH

MATCHLINE Sta. 2+71.38 (N/S)

SEE SHEET XD101B

NOTES

DEMOLISH PCC APRON

C4 C500

A2 C500

A4 C500

C2 C500

A1 C500

C2 C501

C1 C500

C1 C501

DEMOLISH PCC APRON

DEMOLISH PCC APRON

DEMOLISH PCC APRON

DEMOLISH PCC APRON

DEMOLISH PCC APRON

DEMOLISH PCC APRON

DEMOLISH AC APRON SHOULDER

PCC DOUBLE SAWCUT A3

C5031

AC DOUBLE SAWCUT C2

C5052

PROTECT EXISTING STORM DRAIN INLET

PROTECT EXISTING STORM DRAIN LINE

PROTECT EXISTING WATER LINE5

TYP

TYP

1 TYP

D

EM

O

LI

TI

O

N P

LA

N

XD101A

Am en dm en t 0

SCALE 1"= 20'

40'0' 1"=20'

20' 80'60' 100'

/1

9/

Am en dm en t 0

AutoCAD SHX Text

RIM 10.16 INV UNKNOWN

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AL

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AL

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PB

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NAVAL AIR STATION POINT MUGU

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VENTURA, CA

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XYXYXYXY

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NA/NA

AutoCAD SHX Text N/A

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DESIGN AND CONSTRUCTION, AIRFIELD AND GEOTECHNICAL BRANCH

AutoCAD SHX Text

SAN DIEGO, CALIFORNIA

AutoCAD SHX Text N/A

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PM/DM

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BRANCH MANAGER

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CH. ENG.

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FIRE PROTECTION

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MAY 2014

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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A/E INFO

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OF

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EPROJECT NO.:

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RM

AutoCAD SHX Text

RM

PCC DEMOLTION

N 1866081.22 E 6225002.15

PCC DEMOLTION

N 1865993.81 E 6225315.94

PCC DEMOLTION

N 1865952.96 E 6225304.02

PCC DEMOLTION

N 1865933.95

E 6225374.30AC DEMOLTION

N 1866029.21 E 6224987.66

AC DEMOLTION

N 1865922.39 E 6225371.08

133.0' 73.0'177.0'16.0'

9.

0'

0.

0'

9.

0'

326.0'

73.0'

.0

12.0'

3+

4+

5+

6+

6+

0+00 1+00 2+00 3+00 3+98

331331331331331

346A346A346A346A346A

A B

DEMOLITION PLAN

KEYNOTES

DEMOLITION PLAN

KEYMAP

N

FY

S P

E C

IA

L

P R

O

JE

C T

R E

P A

IR

F

LI

G

H

TL

IN

E

A P

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N A

V A

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FINAL

DESIGN AND

CONSTRUCTION,

AIRFIELD AND

GEOTECHNICAL

BRANCH

MATCHLINE Sta 2+71.38 (N/S)

SEE SHEET XD101A

KEYNOTES

CONTRACTOR TO NOTIFY AIR STATION PRIOR TO COMMENCING

ANY DEMOLITION ACTIVITIES.

LOCATION OF EXISTING UTILITIES IS BASED ON RECORD

DRAWINGS AND IS APPROXIMATE. FIELD VERIFY LOCATIONS

PRIOR TO CONSTRUCTION.

CONTRACTOR TO POTHOLE ALL EXISTING ELECTRICAL AND

COMMUNICATION LINES PRIOR TO BEGINNING DEMOLITION.

CONTRACTOR TO POT HOLE EXISTING WATER LINES PRIOR TO BE

BEGINNING DEMOLITION.

ALL SURVEY MONUMENTS ARE TO BE PROTECTED IN PLACE

DURING THE ENTIRETY OF THE PROJECT. ANY DAMAGED

MONUMENTS SHALL BE REPLACED AT NO COST TO THE

GOVERNMENT.

CONTRACTOR TO REMOVE ENTIRE PAVEMENT SECTION,

INCLUDING BASE MATERIAL. SEE C500 SERIES SHEETS FOR

ADDITIONAL INFORMATION.

SEE EROSION CONTROL SHEET (C105 SERIES) FOR INFORMATION

REGARDING EXISTING UTILITY STRUCTURE PROTECTION AND

CONSTRUCTION SITE RUNOFF PROTECTION.

NOTES

DEMOLISH PCC APRON

C4 C500

A2 C500

A4 C500

C2 C500

A1 C500

C2 C501

C1 C500

C1 C501

DEMOLISH PCC APRON

DEMOLISH PCC APRON

DEMOLISH PCC APRON

DEMOLISH PCC APRON

DEMOLISH PCC APRON

DEMOLISH PCC APRON

DEMOLISH AC APRON SHOULDER

PCC DOUBLE SAWCUT A3

C5031

AC DOUBLE SAWCUT C2

C5052

PROTECT EXISTING STORM DRAIN INLET

PROTECT EXISTING STORM DRAIN LINE

PROTECT EXISTING WATER LINE5

4 TYP

1 TYP

1 TYP

3 TYP

D

EM

O

LI

TI

O

N P

LA

N

XD101B

Am en dm en t 0

SCALE 1"= 20'

40'0'

1"=20' 20' 80'60' 100'

/1

9/

AutoCAD SHX Text

NAVAL AIR STATION POINT MUGU

AutoCAD SHX Text

VENTURA, CA

AutoCAD SHX Text

XYXYXYXY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NA/NA

AutoCAD SHX Text N/A

AutoCAD SHX Text

DESIGN AND CONSTRUCTION, AIRFIELD AND GEOTECHNICAL BRANCH

AutoCAD SHX Text

SAN DIEGO, CALIFORNIA

AutoCAD SHX Text N/A

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CH. ENG.

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text A

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AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text A

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SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

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EPROJECT NO.:

AutoCAD SHX Text

RM

331331331331331

346A346A346A346A346A

A B

TE EJ

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LC

J

LC

J

LK

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LC

J

LC

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LC

J

LK

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LC

J

LC

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TE EJ

TE

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DJ

D J

TCJ

D J

TE

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D J

TE

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D J

LC

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LC

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LC

J

LC

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LC

J

LK

J

TCJ

LK

J

LC

J

LK

J

LC

J

LC

J

LC

J

LC

J

LK

J

LK

J

LK

J

LC

J

LC

J

LC

J

TCJ

TCJ

TCJ

TCJ

TCJ

TCJ

TCJ

TCJ

LK

J

TCJ

TCJ

TCJ

TCJ

TCJ

TCJ

TCJ

TCJ

TCJ

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LC

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LC

J

LK

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LK

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LC

J

LC

J

LK

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LC

J

LC

J

LC

J

LC

J

LK

J

LC

J

LK

J

LC

J

LC

J

LK

J

LC

J

TCJ

(TYP.)

TCJ

TC

J (T

YP

P an el s

5.

0' ea

.0

30 Panels @ 12.5' ea = 375.0'

PANEL WIDTHS VARIES

FROM 12.50' TO 13.50'

PANEL WIDTHS VARIES

FROM 9.50' TO 10.50'

PANEL WIDTHS VARIES

FROM 12.0' TO 13.50'

.0

0'

TY

P.

12.50'

TYP.

0+

1+

2+

0+00 1+00 2+00 3+00 3+97

TCJ

(TYP.)

TCJ

(TYP.)

PAVEMENT JOINT PLAN

KEYNOTES

PAVEMENT

JOINT PLAN

KEYMAPN

FY

S P

E C

IA

L

P R

O

JE

C T

R E

P A

IR

F

LI

G

H

TL

IN

E

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N A

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C

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C O

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FINAL

DESIGN AND

CONSTRUCTION,

AIRFIELD AND

GEOTECHNICAL

BRANCH

NOTES

INSTALL THICKENED EDGE EXPANSION

JOINTS AROUND ALL UTILITY STRUCTURES.

SEE DETAILS:

ADDITIONAL INFORMATION REGARDING

PROPER DOWEL INSTALLATION CAN BE

FOUND IN:

THE CONTRACTOR MAY BID THE JOINT PLAN WITH 25ft PAVING

LANES, WHERE LONGITUDINAL CONSTRUCTION JOINTS (LKJ) AND

LONGITUDINAL CONTRACTION JOINTS (LCJ) WILL BE PLACED AT 25ft INTERVALS, WITH EACH TYPE OFFSET FROM THE OTHER BY 12.5ft.

TRANSVERSE CONTRACTION JOINTS (TCJ) SHALL BE INSTALLED AS

SHOWN ON SHEETS. ALL JOINTS (LKJ, LCJ, TCJ) SHALL CONFORM

WITH PLAN DETAILS, INCLUDING LOAD TRANSFER DEVICES.

LONGITUDINAL CONSTRUCTION JOINT

TRANSVERSE CONTRACTION JOINT

TRANSVERSE CONSTRUCTION JOINT

PCC THICKENED EDGE EXPANSION JT

LONGITUDINAL CONTRACTION JOINT

REINFORCED CONCRETE SLAB

LKJ

LCJ

TKJ

TE EJ

TCJ

A2 C502

AC/AC BUTT JOINT

AC/PCC

A2 C502

A1 C502

A1 C502

C1 C503

A4 C502

C2 C503

A2 C502

DOWELED JOINT

DJ

C4 C503

C4 C502

C1 C503

C2 C503

AC/AC

PCC/AC BUTT JOINT

JO

IN

T

PL

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C103A

Am en dm en t 0

MATCHLINE Sta. 2+71.38 (N/S)

SEE SHEET C103B

SCALE 1"= 20'

40'0'

1"=20' 20' 80'60' 100'

/1

9/

C1 C502

Am en dm en t 0

/0

8/

AutoCAD SHX Text

RIM 10.16 INV UNKNOWN

AutoCAD SHX Text

AL

AutoCAD SHX Text

AL

AutoCAD SHX Text

PB

AutoCAD SHX Text

NAVAL AIR STATION POINT MUGU

AutoCAD SHX Text

VENTURA, CA

AutoCAD SHX Text

XYXYXYXY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NA/NA

AutoCAD SHX Text N/A

AutoCAD SHX Text

DESIGN AND CONSTRUCTION, AIRFIELD AND GEOTECHNICAL BRANCH

AutoCAD SHX Text

SAN DIEGO, CALIFORNIA

AutoCAD SHX Text N/A

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CH. ENG.

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

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SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

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NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

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APPROVED

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ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

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EPROJECT NO.:

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RM

25 Panels @ 12.5' ea = 312.5'

Pa ne ls

5 Panels @ 12.5' ea = 62.5'

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TCJ

TCJ

TCJ

TCJ

LC

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LK

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TCJ

TCJ

TCJ

TCJ

TCJ

TCJ

LC

J

TCJ

TCJ

TCJ

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LC

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LC

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AC

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TCJ

LC

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AC/AC

TCJ

(TYP.)

TCJ

(TYP.)

LC

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LC

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LC

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LC

J

LC

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LK

J

LK

J

LC

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LC

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LK

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LC

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LC

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LC

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0'

TY

P.

12.50'

TYP.

TCJ

(TYP.)

TCJ

(TYP.)

P an el s

5.

0' ea

.0

Pa ne ls

3.

6' ea

8.

0'

30 Panels @ 12.5' ea = 375.0'

PANEL WIDTHS VARIES

FROM 12.76' TO 13.24'

PANEL WIDTHS VARIES

FROM 12.76' TO 13.24'

3+

4+

5+

6+

6+

0+00 1+00 2+00 3+00 3+98

.0

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331331331331331

346A346A346A346A346A

A B

PAVEMENT JOINT PLAN

PAVEMENT

JOINT PLAN

KEYMAPN

FY

S P

E C

IA

L

P R

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C T

R E

P A

IR

F

LI

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H

TL

IN

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A P

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IN

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A N

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O U

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W

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FINAL

DESIGN AND

CONSTRUCTION,

AIRFIELD AND

GEOTECHNICAL

BRANCH

KEYNOTES

NOTES

LONGITUDINAL CONSTRUCTION JOINT

TRANSVERSE CONTRACTION JOINT

TRANSVERSE CONSTRUCTION JOINT

PCC THICKENED EDGE EXPANSION JT

LONGITUDINAL CONTRACTION JOINT

REINFORCED CONCRETE SLAB

LKJ

LCJ

TKJ

TE EJ

TCJ

A2 C502

AC/AC BUTT JOINT

AC/PCC

A2 C502

A1 C502

A1 C502

C1 C503

C2 C503

A2 C502

DOWELED JOINT

DJ

C4 C503

C4 C502

AC/AC

PCC/AC BUTT JOINT

JO

IN

T

PL

AN

C103B

Am en dm en t 0

MATCHLINE Sta 2+71.38 (N/S)

SEE SHEET C103A

SCALE 1"= 20'

40'0'

1"=20' 20' 80'60' 100'

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C1 C503

C2 C503

INSTALL THICKENED EDGE EXPANSION

JOINTS AROUND ALL UTILITY STRUCTURES.

SEE DETAILS:

ADDITIONAL INFORMATION REGARDING

PROPER DOWEL INSTALLATION CAN BE

FOUND IN:

THE CONTRACTOR MAY BID THE JOINT PLAN WITH 25ft PAVING

LANES, WHERE LONGITUDINAL CONSTRUCTION JOINTS (LKJ) AND

LONGITUDINAL CONTRACTION JOINTS (LCJ) WILL BE PLACED AT 25ft INTERVALS, WITH EACH TYPE OFFSET FROM THE OTHER BY 12.5ft.

TRANSVERSE CONTRACTION JOINTS (TCJ) SHALL BE INSTALLED AS

SHOWN ON SHEETS. ALL JOINTS (LKJ, LCJ, TCJ) SHALL CONFORM

WITH PLAN DETAILS, INCLUDING LOAD TRANSFER DEVICES.

A4 C502

C1 C502

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AutoCAD SHX Text

NAVAL AIR STATION POINT MUGU

AutoCAD SHX Text

VENTURA, CA

AutoCAD SHX Text

XYXYXYXY

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NA/NA

AutoCAD SHX Text N/A

AutoCAD SHX Text

DESIGN AND CONSTRUCTION, AIRFIELD AND GEOTECHNICAL BRANCH

AutoCAD SHX Text

SAN DIEGO, CALIFORNIA

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AutoCAD SHX Text

PM/DM

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BRANCH MANAGER

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CH. ENG.

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FIRE PROTECTION

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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A/E INFO

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OF

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EPROJECT NO.:

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RM

DEMO NEW

CONSTRUCTION

EXISTING

NOTES:

FILL MATERIAL TO BE

STABILIZED SHALL

COMPLY WITH PROJECT

SPECIFICATIONS.

CEMENT STABILIZED

BASE SHALL BE

CONSTRUCTED IN 2

EQUAL LIFTS.DEMO NEW

CONSTRUCTION

EXISTING DEMOEXISTING DEMO

10" PCC

REMOVE

10" PCC

EXISTING

NATIVE

SUBGRADE

2" CTB 2" CTB

NEW FINISHED SURFACE

12" PCC

12" CTB

SCARIFY

AND

COMPACT

8" NATIVE

MATERIAL

REMOVE

12"

NATIVE

MATERIAL

DEMO NEW

CONSTRUCTION

EXISTING DEMO NEW

CONSTRUCTION

EXISTING DEMOEXISTING DEMO

6" HMA

REMOVE

6" HMA

EXISTING

NATIVE

SUBGRADE

NEW FINISHED SURFACE6" HMA

6" ABC6" ABC

REMOVE

6" ABC

SCARIFY

AND

COMPACT

8" NATIVE

MATERIAL

NOTES:

ASPHALT SHALL BE

PAVED IN TWO EQUAL

LIFTS.

D

S

EE

P

LA

N S

3" CLEAR

EDGE OF PAVEMENT

#3 BARS @ 16"o.c

EACH WAY

D/4 +1

REINFORCEMENT

CHAIRS

NOTES:

1. STEEL SHALL BE CARRIED ACROSS LONGITUDINAL

CONTRACTION JOINTS BUT NOT TRANSVERSE

CONTRACTION JOINTS.

2. UNPLANNED TRANSVERSE CONSTRUCTION JOINTS AT

LOCATIONS OTHER THAN A PLANNED TRANSVERSE

CONTRACTION JOINT SHALL HAVE A DOWEL AND STEEL

CARRIED ACROSS. AT LOCATIONS OF PLANNED

TRANSVERSE CONTRACTION, THE STEEL SHALL NOT CARRY

ACROSS JOINT.

3. TRANSVERSE AND LONGITUDINAL CONSTRUCTION JOINTS

SHALL BE DOWELED AND THE STEEL SHALL NOT CARRY

ACROSS JOINT.

4. REINFORCEMENT SHALL NOT BE PERMITTED TO REST ON

DOWEL FOR INSTALLATION AND MUST BE KEPT AT

ELEVATION PER DETAIL.

PCC CONTRACTION

JOINT DETAIL

P.C.C. PAVEMENT

SECTION

D

SE

E

PL

AN

S

A1 C502

PCC EXPANSION

JOINT DETAIL

D

SE

E

PL

AN

S

P.C.C. PAVEMENT

SECTION

P.C.C. PAVEMENT

SECTION

A4 C502

PCC CONSTRUCTION

JOINT DETAIL

D

SE

E

PL

AN

S

1'-8" LONG - 1" DIAMETER

SMOOTH DOWELS AT 1'-3"

O.C. PAINT AND OIL ONE

END OF DOWEL

D /2

NOTES:

1. ADDITIONAL DOWEL INFORMATION CAN BE

FOUND ON DETAILS C1/C503 AND C2/C503.

P.C.C. PAVEMENT

SECTION

A2 C502

A2C103A,C103BA1C103A,C103B

PCC APRON

NOT TO SCALE

A4C103A,C103B

FY

S P

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P R

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C T

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A P

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- 1

:0 7p m

FINAL

DESIGN AND

CONSTRUCTION,

AIRFIELD AND

GEOTECHNICAL

BRANCHAC APRON SHOULDER

NOT TO SCALE C4XD101A,XD101B

REINFORCED PCC PAVEMENT

NOT TO SCALE

CONTRACTION JOINT

NOT TO SCALE

CONSTRUCTION JOINT

NOT TO SCALE

EXPANSION JOINT

NOT TO SCALE

D

ET

AI

LS

C501

C101A,C101B

C2XD101A,XD101BC1XD101A,XD101B

C101A,C101B

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1 11

C101A,C101B

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AutoCAD SHX Text

NAVAL AIR STATION POINT MUGU

AutoCAD SHX Text

VENTURA, CA

AutoCAD SHX Text

XYXYXYXY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NA/NA

AutoCAD SHX Text N/A

AutoCAD SHX Text

DESIGN AND CONSTRUCTION, AIRFIELD AND GEOTECHNICAL BRANCH

AutoCAD SHX Text

SAN DIEGO, CALIFORNIA

AutoCAD SHX Text N/A

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CH. ENG.

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text A

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

RM

PCC EXPANSION

JOINT DETAIL

5' MIN1.

D D

SE

E

PL

AN

S

P.C.C. PAVEMENT

SECTION

P.C.C. PAVEMENT

SECTION

A4 C502

3/8"

1/ 4"

1/ 4"

LIQUID FIELD

POURED SEALANT

BACKER ROD

PCC

HMA

1.

5"

TACK COAT AT

INTERFACE

36" NEW ASPHALT

OVERLAP2"

O R

TO

P

LI

FT

EXISTING HMA

NEW HMA

TACK COAT AT

INTERFACE

TACK COAT AT

INTERFACE

TACK COAT AT

INTERFACE

3" M

IN

1/8"

1/2"

1/ 4"

PREFORMED

COMPRESSION JOINT SEAL

LUBRICATE

AS SPECIFIED

D

1/4" BEVEL

SECOND

SAWCUT

INITIAL

SAWCUT

NOTES:

1. DEPTH OF ITEM "D" OF THE JOINT CAVITY TO BE IN

ACCORDANCE WITH SEAL MANUFACTURER'S INSTRUCTIONS

3/4"

1/ 8"

3/ 8"

NOTES:

1. JOINTS SEALANTS ARE TO BE SILICONE BASED.

2. DIAMETER OF BACKER ROD = W + 18".

3. BEVEL JOINT EDGES 45 DEGREES.

4. SLIP JOINT IS THE FOLLOWING DIMENSIONS - 38"

WIDTH; 14" DEPTH.

LIQUID FIELD

POURED SEALANT

BACKER ROD

PREFORMED

JOINT FILLER

1/2"

1/ 4"

PREFORMED

COMPRESSION JOINT SEAL

LUBRICATE

AS SPECIFIED

SAWCUT

BUTTED

JOINT

NOTES:

1. DEPTH OF ITEM "D" OF THE JOINT CAVITY TO BE IN

ACCORDANCE WITH SEAL MANUFACTURER'S INSTRUCTIONS

D

1/4" BEVEL

A2C501A1C501

EDGE EXPANSION JOINT

NOT TO SCALE

A4C502

FY

S P

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IA

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C T

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IN

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C O

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A N

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W

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T

FI

LE

N

AM

E:

C

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- 1

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FINAL

DESIGN AND

CONSTRUCTION,

AIRFIELD AND

GEOTECHNICAL

BRANCHAC/PCC JOINT DETAIL

NOT TO SCALE C4C103A,C103B

AC/AC JOINT DETAIL

NOT TO SCALE

CONTRACTION JOINT DETAIL

NOT TO SCALE

JOINT DETAIL

NOT TO SCALE

ISOLATION JOINT DETAIL

NOT TO SCALE

D

ET

AI

LS

C502

C2C103A,C103BC1C103A,C103B

THICKENED

CONSTRUCTION

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NOTES:

1. FOR INSTALLATION AROUND UTILITY

STRUCTURES, INSTALL THE EXPANSION

MATERIAL AROUND THE STRUCTURE AND

INSTALL A THICKENED EDGE AROUND THE

PERIMETER OF THE ADJACENT PCC

PAVEMENT.

Am en dm en t 0

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8/

AutoCAD SHX Text

NAVAL AIR STATION POINT MUGU

AutoCAD SHX Text

VENTURA, CA

AutoCAD SHX Text

XYXYXYXY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NA/NA

AutoCAD SHX Text N/A

AutoCAD SHX Text

DESIGN AND CONSTRUCTION, AIRFIELD AND GEOTECHNICAL BRANCH

AutoCAD SHX Text

SAN DIEGO, CALIFORNIA

AutoCAD SHX Text N/A

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CH. ENG.

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 10 MAY 2014

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

RM

XD101A DEMOLITION PLAN
XD101B DEMOLITION PLAN
C103A JOINT PLAN
C103B JOINT PLAN
C501 DETAILS
Sheets and Views
C501 DETAILS
C502 DETAILS
Sheets and Views
C502 DETAILS

File details come from the government source that posted it. Updated .