Planset_Amendment 0005.pdf
PDF 5 MB Posted
- Solicitation number
- N62473-23-R-0408
About this file
This is a solicitation for an indefinite delivery indefinite quantity (IDIQ) multiple award construction contract to provide new construction, repair, and renovation of airfield paving and heavy duty paving projects at various government installations located within the Naval Facilities Engineering Command. The solicitation seeks to award multiple IDIQ contracts for a one-year base period with four one-year option periods. Contractors will compete for both fixed-price and cost-reimbursement task orders for projects ranging from $50,000 to $5 million. Task orders will be awarded on a best-value basis considering technical approach, past performance, and price. The Navy is the contracting agency, and task order responses are due within 30 days of issuance unless otherwise specified.
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PCC DEMOLTION
N 1866621.98 E 6225153.35
PCC DEMOLTION
N 1866513.79 E 6225535.67
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73.0'133.0'
177.0'
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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.
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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
A2 C500
C1 C500
A1 C500
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DEMOLISH PCC APRON
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DEMOLISH AC APRON SHOULDER
PCC DOUBLE SAWCUT A3
C5031
AC DOUBLE SAWCUT C2
C5052
PROTECT EXISTING STORM DRAIN INLET
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TYP
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NA/NA
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N 1866081.22 E 6225002.15
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N 1865993.93 E 6225315.98
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N 1865952.96 E 6225304.02
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N 1865933.95 E 6225374.30
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N 1865922.39 E 6225371.08
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9,
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pm
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
A2 C500
C1 C500
A1 C500
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
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PROTECT EXISTING WATER LINE5
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NAVAL AIR STATION POINT MUGU
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NA/NA
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DESIGN AND CONSTRUCTION, AIRFIELD AND GEOTECHNICAL BRANCH
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SAN DIEGO, CALIFORNIA
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C101A
MATCHLINE Sta. 2+71.38 (N/S)
SEE SHEET C101B
Am en dm en t 0
SCALE 1"= 20' 1
40'0'
1"=20' 20' 80'60' 100'
/1
9/
AutoCAD SHX Text
RIM 10.16 INV UNKNOWN
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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
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SEE SHEET C101A
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40'0'
1"=20' 20' 80'60' 100'
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NAVAL AIR STATION POINT MUGU
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VENTURA, CA
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XYXYXYXY
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N 1866605.57 E 6225161.96
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AIRFIELD AND
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BRANCH
NOTES
ALL COORDINATES THAT REFERENCE POINTS OF CONNECTION TO
EXISTING SURFACES ARE APPROXIMATE. CONTRACTOR TO MATCH
EXISTING ELEVATIONS, MATCH NORTHING/EASTING COORDINATES
AND ENSURE POSITIVE AND ADEQUATE DRAINAGE.
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N 1865933.95 E 6225374.30
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N 1865953.35 E 6225304.67
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N 1865993.81 E 6225315.94
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N 1866081.22 E 6225002.15
PCC
N 1866077.67
E 6225014.91 PCC POC
N 1865940.76 E 6225376.22
AC POC
N 1865922.39 E 6225371.08
AC POC
N 1866029.21 E 6224987.66
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N 1865936.58 E 6225364.88
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4+
5+
6+
6+
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N 1866126.17 E 6225044.00
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N 1866095.84 E 6225152.42
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N 1866227.28 E 6225130.29
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CONTROL
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FINAL
DESIGN AND
CONSTRUCTION,
AIRFIELD AND
GEOTECHNICAL
BRANCH
NOTES
ALL COORDINATES THAT REFERENCE POINTS OF CONNECTION TO
EXISTING SURFACES ARE APPROXIMATE. CONTRACTOR TO MATCH
EXISTING ELEVATIONS, MATCH NORTHING/EASTING COORDINATES
AND ENSURE POSITIVE AND ADEQUATE DRAINAGE.
H O
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O N
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C O
N
TR
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PL
AN
C102B
MATCHLINE Sta 2+71.38 (N/S)
SEE SHEET C102A
Am en dm en t 0
SCALE 1"= 20' 1
40'0'
1"=20' 20' 80'60' 100'
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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
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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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
A B
TE EJ
DJ
LK
J
LK
J
LC
J
LC
J
LC
J
LC
J
LC
J
LK
J
LC
J
TE EJ
TE
E
J
DJ
TCJ
D J
D J
TE
E
J
TE
E
J
D J
TE
E
J
D J
LC
J
LC
J
LC
J
LC
J
LK
J
TCJ
LC
J
LK
J
LC
J
LK
J
LC
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
CJ
TCJ
TCJ
LK
J
TCJ
TCJ
TCJ
TCJ
TCJ
TCJ
TCJ
TCJ
TCJ
LC
J
LK
J
LC
J
LK
J
LC
J
LC
J
LC
J
C J
(T
YP
CJ
LC
J
LC
J
LC
J
LC
J
LK
J
LC
J
LK
J
LC
J
LK
J
LC
J
LC
J
LC
J
LC
J
LC
J
LK
J
LC
J
LK
J
LC
J
LK
J
LC
J
LC
J
CJ
CJ
(TYP.)
C 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
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
A P
R O
N
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D S
O U
TH
W
E S
T
FINAL
DESIGN AND
CONSTRUCTION,
AIRFIELD AND
GEOTECHNICAL
BRANCH
NOTES
INSTALL EXPANSION JOINTS AROUND ALL
UTILITY STRUCTURES. SEE DETAIL:
ADDITIONAL INFORMATION REGARDING
PROPER DOWEL INSTALLATION CAN BE
FOUND IN:
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
AN
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/
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
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
25 Panels @ 12.5' ea = 312.5'
Pa ne ls
5 Panels @ 12.5' ea = 62.5'
D J
TE
E
J
TE
E J
AC/PCC
AC/PCC
AC
/PC
C
D J
D J
D J
TE
E
J
D J
TE
E
J
TCJ
TCJ
TCJ
TCJ
TCJ
TCJ
TCJ
TCJ
TCJ
AC
/A
C
TCJ
LK
J
TCJ
TCJ
TCJ
TCJ
LC
J
LK
J
TCJ
TCJ
TCJ
TCJ
TCJ
TCJ
LC
J
TCJ
TCJ
TCJ
LK
J
LC
J
LC
J
AC
/A
C
TCJ
LC
J
AC/AC
CJ
CJ
(TYP.)
LC
J
LC
J
LC
J
LC
J
LK
J
LC
J
LK
J
LC
J
LK
J
LC
J
LC
J
LC
J
LC
J
LC
J
LK
J
LC
J
LK
J
LC
J
LK
J
LC
J
LC
J
.0
0'
TY
P.
12.50'
TYP.
CJ
(TYP.)
CJ
(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
331331331331331
346A346A346A346A346A
A B
PAVEMENT JOINT PLAN
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
A P
R O
N
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D S
O U
TH
W
E S
T
FINAL
DESIGN AND
CONSTRUCTION,
AIRFIELD AND
GEOTECHNICAL
BRANCH
KEYNOTES
NOTES
INSTALL EXPANSION JOINTS AROUND ALL
UTILITY STRUCTURES. SEE DETAIL:
ADDITIONAL INFORMATION REGARDING
PROPER DOWEL INSTALLATION CAN BE
FOUND IN:
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'
/1
9/
A4 C502
C1 C503
C2 C503
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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
A B
C14
L1
L1
L6
MARKING POC
N 1866518.99 E 6225517.28
C5 C6 C9
C8 C7
MARKING POC
N 1866550.09 E 6225133.21
MARKING POC
N 1866595.46 E 6225247.08
MARKING POC
N 1866442.86 E 6225515.90
MARKING POC
N 1866383.84 E 6225499.49
MARKING POC
N 1866215.97
0+
1+
2+
0+00 1+00 2+00 3+00 3+97
PAVEMENT MARKING PLAN
KEYNOTES
PAVEMENT
MARKING
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
A P
R O
N
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D S
O U
TH
W
E S
T
FINAL
DESIGN AND
CONSTRUCTION,
AIRFIELD AND
GEOTECHNICAL
BRANCH
NOTES
LEAD LINE MARKINGS
EDGE MARKINGS
MOVEMENT AREA MARKINGS
C4 C504
A1 C504
A2 C504
2 TYP
1 TYP
M
AR
KI
N
G P
LA
N
C104A
Am en dm en t 0
MATCHLINE Sta. 2+71.38 (N/S)
SEE SHEET C104B
SCALE 1"= 20' 1
40'0'
1"=20' 20' 80'60' 100'
/1
9/
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
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
A B
C14
L7
L8
C13
C9 C12
L9
C11 C10
C8
MARKING POC
N 1865976.48 E 6225386.16
MARKING POC
N 1866082.92 E 6225002.62
MARKING POC
N 1866215.97 E 6225452.78
MARKING POC
N 1866125.59 E 6225427.64
MARKING POC
N 1866034.55 E 6225402.31
3+
4+
5+
6+
6+
0+00 1+00 2+00 3+00 3+98
PAVEMENT MARKING PLAN
PAVEMENT
MARKING
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
A P
R O
N
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D S
O U
TH
W
E S
T
FINAL
DESIGN AND
CONSTRUCTION,
AIRFIELD AND
GEOTECHNICAL
BRANCH
KEYNOTES
LEAD LINE MARKINGS
EDGE MARKINGS
MOVEMENT AREA MARKINGS
C4 C504
A1 C504
A2 C504
M
AR
KI
N
G P
LA
N
C104B
MATCHLINE Sta 2+71.38 (N/S)
SEE SHEET C104A
Am en dm en t 0
SCALE 1"= 20' 1
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
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
PAVEMENT MARKING COORDINATE TABLE
NOT TO SCALE
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
R O
N
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D S
O U
TH
W
E S
T
FINAL
DESIGN AND
CONSTRUCTION,
AIRFIELD AND
GEOTECHNICAL
BRANCH
KEYNOTES
M
AR
KI
N
G P
LA
N
C O
O R
D
IN
AT
ES
C104C
Am en dm en t 0
/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
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
A B
0+
1+
2+
0+00 1+00 2+00 3+00 3+97
EROSION CONTROL PLAN
KEYNOTES
EROSION
CONTROL
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
R O
N
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D S
O U
TH
W
E S
T
FINAL
DESIGN AND
CONSTRUCTION,
AIRFIELD AND
GEOTECHNICAL
BRANCH
NOTES
SEDIMENT FIBER ROLL
INLET PROTECTION
C2 C503
C4 C503
2 TYP
2 TYP
1 TYP
THE EROSION CONTROL PROCEDURES SHOWN REPRESENT
THE MINIMUM STEPS THAT MUST BE TAKEN THROUGHOUT
THE COURSE OF THE PROJECT. ADDITIONAL BEST
MANAGEMENT PRACTICES MAY BE
NEEDED TO ACCOUNT FOR DIFFERENT SITE CONDITION OR
UNFORESEEN CIRCUMSTANCES.
ALL EROSION CONTROL PRACTICES MUST BE INSTALLED
PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
ANY AND ALL EROSION CONTROL ITEMS AND PROCEDURES
REMAIN IN PLACE AND FUNCTIONAL THROUGHOUT THE
DURATION OF THE PROJECT.
ANY SEDIMENT BUILDUP AROUND THE EROSION CONTROL
FEATURES SHALL BE CLEARED PERIODICALLY BY THE
CONTRACTOR.
ANY VEHICLES AND CONSTRUCTION EQUIPMENT SHOULD
NOT BE WASHED SUCH THAT RUNOFF MAY FLOW INTO ANY
WATER SYSTEM ELEMENT OR DIRECTLY INTO A STORM
DRAIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE THAT WASHING ACTIVITIES ARE
CARRIES OUT IN A RESPONSIBLE MANNER. THE EROSION
CONTROL PLANS SHOWN DO NOT ALLEVIATE THE
CONTRACTOR FROM CREATING A STORM WATER POLLUTION
PREVENTION PLAN. THE CONTRACTOR SHALL CREATE A
STORMWATER POLLUTION PREVENTION PLAN BY
APPROPRIATELY ACCREDITED PERSONNEL AND SUBMITTED
FOR GOVERNMENT REVIEW AND APPROVAL. PRIOR TO
IMPLEMENTING ANY CONSTRUCTION ACTIVITIES.
LOCATION OF EXISTING UTILITIES IS APPROXIMATE. FIELD
VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
THE ALIGNMENT OF FIBER ROLL SHALL BE OFFSET FROM
THE LIMITS OF DEMOLITION BY APPROXIMATELY 30ft. IF THE
AREA OF DISTURBANCE WILL BE INCREASED, NAS POINT
MUGU MUST BE NOTIFIED PRIOR TO CHANGES.
THE CONTRACTOR SHALL INSTALL A FOD GRATE AT EACH
ENTRANCE TO THE PROJECT SITE. FOR
ADDITIONAL INFORMATION REGARDING
FOD GRATES, SEE DETAIL: C1
C504
ER
O
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O N
TR
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PL
AN
C105A
MATCHLINE Sta. 2+71.38 (N/S)
SEE SHEET C105B
SCALE 1"= 20' 1
40'0'
1"=20' 20' 80'60' 100'
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AutoCAD SHX Text
AL
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AL
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PB
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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
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DESIGN AND CONSTRUCTION, AIRFIELD AND GEOTECHNICAL BRANCH
AutoCAD SHX Text
SAN DIEGO, CALIFORNIA
AutoCAD SHX Text N/A
AutoCAD SHX Text
PM/DM
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BRANCH MANAGER
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CH. ENG.
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FIRE PROTECTION
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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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
A B
3+
4+
5+
6+
6+
0+00 1+00 2+00 3+00 3+98
EROSION CONTROL PLAN
SCALE 1"= 20'
EROSION
CONTROL
PLAN
KEYMAP
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FINAL
DESIGN AND
CONSTRUCTION,
AIRFIELD AND
GEOTECHNICAL
BRANCH
KEYNOTES
NOTES
SEDIMENT FIBER ROLL
INLET PROTECTION
C2 C503
C4 C503
THE EROSION CONTROL PROCEDURES SHOWN REPRESENT
THE MINIMUM STEPS THAT MUST BE TAKEN THROUGHOUT
THE COURSE OF THE PROJECT. ADDITIONAL BEST
MANAGEMENT PRACTICES MAY BE
NEEDED TO ACCOUNT FOR DIFFERENT SITE CONDITION OR
UNFORESEEN CIRCUMSTANCES.
ALL EROSION CONTROL PRACTICES MUST BE INSTALLED
PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
ANY AND ALL EROSION CONTROL ITEMS AND PROCEDURES
REMAIN IN PLACE AND FUNCTIONAL THROUGHOUT THE
DURATION OF THE PROJECT.
ANY SEDIMENT BUILDUP AROUND THE EROSION CONTROL
FEATURES SHALL BE CLEARED PERIODICALLY BY THE
CONTRACTOR.
ANY VEHICLES AND CONSTRUCTION EQUIPMENT SHOULD
NOT BE WASHED SUCH THAT RUNOFF MAY FLOW INTO ANY
WATER SYSTEM ELEMENT OR DIRECTLY INTO A STORM
DRAIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE THAT WASHING ACTIVITIES ARE
CARRIES OUT IN A RESPONSIBLE MANNER. THE EROSION
CONTROL PLANS SHOWN DO NOT ALLEVIATE THE
CONTRACTOR FROM CREATING A STORM WATER POLLUTION
PREVENTION PLAN. THE CONTRACTOR SHALL CREATE A
STORMWATER POLLUTION PREVENTION PLAN BY
APPROPRIATELY ACCREDITED PERSONNEL AND SUBMITTED
FOR GOVERNMENT REVIEW AND APPROVAL. PRIOR TO
IMPLEMENTING ANY CONSTRUCTION ACTIVITIES.
LOCATION OF EXISTING UTILITIES IS APPROXIMATE. FIELD
VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
THE ALIGNMENT OF FIBER ROLL SHALL BE OFFSET FROM
THE LIMITS OF DEMOLITION BY APPROXIMATELY 30ft. IF THE
AREA OF DISTURBANCE WILL BE INCREASED, NAS POINT
MUGU MUST BE NOTIFIED PRIOR TO CHANGES.
THE CONTRACTOR SHALL INSTALL A FOD GRATE AT EACH
ENTRANCE TO THE PROJECT SITE. FOR
ADDITIONAL INFORMATION REGARDING
FOD GRATES, SEE DETAIL: C1
C504
2 TYP
1 TYP
ER
O
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O N
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PL
AN
C105B
2 TYP
MATCHLINE Sta 2+71.38 (N/S)
SEE SHEET C105A
40'0'
1"=20' 20' 80'60' 100'
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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
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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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
AutoCAD SHX Text
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
AutoCAD SHX Text
CHK
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SATISFACTORY TO
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APPROVED
AutoCAD SHX Text
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 SURFACE
6" HMA
6" ABC6" ABC
REMOVE
6" ABC
SCARIFY
AND
COMPACT
8" NATIVE
MATERIAL
D
S
EE
P
LA
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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
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PL
AN
S
A1 C502
PCC EXPANSION
JOINT DETAIL
D
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PL
AN
S
P.C.C. PAVEMENT
SECTION
P.C.C. PAVEMENT
SECTION
A4 C502
PCC CONSTRUCTION
JOINT DETAIL
D
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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
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:\U se rs \ra ur i.m cg ee
\O ne
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FINAL
DESIGN AND
CONSTRUCTION,
AIRFIELD AND
GEOTECHNICAL
BRANCHAC APRON SHOULDER
NOT TO SCALE C4XD101A,C101A
REINFORCED PCC PAVEMENT
NOT TO SCALE
CONTRACTION JOINT
NOT TO SCALE
CONSTRUCTION JOINT
NOT TO SCALE
EXPANSION JOINT
NOT TO SCALE
D
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AI
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C501
C101A,C101B
C2XD101A,C101AC1XD101A,C101A
C101A,C101B
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1 11
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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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
AutoCAD SHX Text
ACTIVITY
AutoCAD SHX Text
FOR COMMANDER NAVFAC
AutoCAD SHX Text
A/E INFO
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OF
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EPROJECT NO.:
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RM
PCC EXPANSION
JOINT DETAIL
5' MIN1.
D D
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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
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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
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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
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AI
LS
C502
C2C103A,C103BC1C103A,C103B
THICKENED
CONSTRUCTION
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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
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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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
AutoCAD SHX Text
EPROJECT NO.:
AutoCAD SHX Text
RM
| XD101A DEMOLITION PLAN |
| XD101B DEMOLITION PLAN |
| C101A SITE PLAN |
| C101B SITE PLAN |
| C102A HORIZONTAL CONTROL PLAN |
| C102B HORIZONTAL CONTROL PLAN |
| C103A JOINT PLAN |
| C103B JOINT PLAN |
| C104A MARKING PLAN |
| C104B MARKING PLAN |
| C104C MARKING PLAN COORDINATES |
| C501 DETAILS |
| Sheets and Views |
| C501 DETAILS |
| C502 DETAILS |
| Sheets and Views |
| C502 DETAILS |
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