P-9021 Offsite Roadways Final_Drawings.pdf
PDF 27 MB Posted
- Solicitation number
- N6274222R1306
About this file
This federal solicitation concerns construction projects at Tinian International Airport in the Commonwealth of the Northern Mariana Islands. The solicitation seeks bids for four airport development projects, including construction of a cargo pad and taxiway extension using Portland cement concrete, a jet fuel system with receipt pipeline and hydrant system including three aboveground storage tanks, repair and improvement of the haul route from the seaport to the airfield, and an optional bid for a maintenance support facility. The solicitation also includes three pre-priced planned modifications for munitions and explosives of concern and material potentially presenting an explosive hazard for three of the projects. The issuing agency is the Department of the Navy Naval Facilities Engineering Command.
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Text version
PP.O. Box 8900 Tamuning, Guam 96131
1 2 3 4 5
D
C
B
A
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 559 X 864
REDUCED PRINT. USE GRAPHIC SCALES
1 2 3 4 5
D
C
B
A
09/24/2021
D
C
B
A
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 559 X 864
REDUCED PRINT. USE GRAPHIC SCALES
1 2 3 4 5
D
C
B
SCALE: 1:100
0 2000 4000
SCALE: 1:25
0 500 1000
1 2 3 4 5
D
C
B
A
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 559 X 864
REDUCED PRINT. USE GRAPHIC SCALES
1 2 3 4 5
D
C
B
D
C
B
A
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 559 X 864
REDUCED PRINT. USE GRAPHIC SCALES
1 2 3 4 5
D
C
B
SCALE
HAUL ROUTE AND LOCATION PLANA1 1:10000 G-010
H
AU
L R
O U
TE
A
N D
L O
C
AT
IO
N
P
LA
N
KHK SMC JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
ALL DEMOLISHED MATERIAL, RUBBISH AND DEBRIS
GENERATED BY THIS PROJECT MUST BE HAULED TO
AN APPROVED LANDFILL.
LEGEND
HAUL ROUTE GENERAL NOTES
ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE
STATED.
A
B
TWO-WAY PRIMARY HAUL ROUTE
POTENTIAL STAGING AREA (49,500 SM)
PROJECT AREA
THE OFFLOADING AREA IS AVAILABLE FOR OFFLOADING
AND TEMPORARY STORAGE OF MATERIALS. CONTRACTOR
MUST COORDINATE USE WITH TINIAN PORTS AUTHORITY
PERSONNEL AND CONTRACTING OFFICER TO SCHEDULE
SHIPMENTS.
C
KHK SMC JDE
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
O
VE
R
AL
L
SI
TE
P
LA
N
AL
L
PH
AS
ES
G-100
SCALE
OVERALL SITE PLAN - ALL PHASESA1 1:10000
R4-4
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
R 5-
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
R3-9 R3-8
R3-7 R
3-6 R
3-4
R3-3
R3-2
R 3-5
R4-5 R4-6 R4-7 R4-8 R4-9
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
AREA R5-12AREA R5-9AREA R5-10AREA R5-11
TEXAS REGISTERED ENGINEERING FIRM F-2966
R2-1
R4-2 R4-3R
4-
R3-1
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
SCALE
EROSION CONTROL PLANA1 1:4000
A CONTOUR INTERVAL IS 0.25 m.
B REFER TO SHEET GC500 FOR EROSION CONTROL
DETAILS.
C ALL CATCH BASINS MUST HAVE INLET PROTECTION
DURING CONSTRUCTION ACTIVITIES.
STONE CONSTRUCTION ENTRANCE,
RE: C1/GC500
LIMITS OF CONSTRUCTION
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SILT FENCE, RE: A1/GC500102
STABILIZED CONSTRUCTION ENTRANCE,
RE: C1/GC500
SF SILT FENCE, RE: A1/GC500
LEGEND
KEYNOTES
EROSION CONTROL PLAN
GENERAL NOTES
REFER TO SHEET A4/GC501 FOR ADDITIONAL EROSION
CONTROL NOTES.
D
GC100
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
MATCHLINE SEE SHEET GC101
R5-9 - R5-12
17257041
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
AREA R3-7AREA R3-9AREA R4-1AREA R4-3AREA R4-5AREA R4-7AREA R4-9
R 5-
AREA R3-8AREA R4-2AREA R4-4AREA R4-6AREA R4-8
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
R3-9 R3-8
R3-7 R
3-6 R
3-4
R3-3
R3-2
R 3-5
R4-5 R4-6 R4-7 R4-8 R4-9
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
AREA R5-1AREA R5-2AREA R5-8AREA R5-3AREA R5-4AREA R5-5AREA R5-6AREA R5-7
TEXAS REGISTERED ENGINEERING FIRM F-2966
R2-1
R4-2 R4-3R
4-
R3-1
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
SCALE
EROSION CONTROL PLANA1 1:4000
CONTOUR INTERVAL IS 0.25 m.
REFER TO SHEET GC500 FOR EROSION CONTROL
DETAILS.
ALL CATCH BASINS MUST HAVE INLET PROTECTION
DURING CONSTRUCTION ACTIVITIES.
STONE CONSTRUCTION ENTRANCE,
RE: C1/GC500
LIMITS OF CONSTRUCTION
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SILT FENCE, RE: A1/GC500102
STABILIZED CONSTRUCTION ENTRANCE,
RE: C1/GC500
SF SILT FENCE, RE: A1/GC500
LEGEND
KEYNOTES
EROSION CONTROL PLAN
GENERAL NOTES
A B
C
REFER TO SHEET A4/GC501 FOR ADDITIONAL EROSION
CONTROL NOTES.
D
ROCK CHECK DAM, RE: B4/GC500104
GC101
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
MATCHLINE SEE SHEET GC102
MATCHLINE SEE SHEET GC100
AREA R3-7 - R3-10,
R4-1 - R4-9, R5-1 - R5-8
R3-
KHK SMC JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
AREA R3-1AREA R3-3AREA R3-5
R 5-
AREA R3-2AREA R3-4AREA R3-6
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
R3-9 R3-8
R3-7 R
3-6 R
3-4
R3-3
R3-2
R 3-5
R4-5 R4-6 R4-7 R4-8 R4-9
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
TEXAS REGISTERED ENGINEERING FIRM F-2966
R2-1
R4-2 R4-3R
4-
R3-1
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
SCALE
EROSION CONTROL PLANA1 1:4000
CONTOUR INTERVAL IS 0.25 m.
REFER TO SHEET GC500 FOR EROSION CONTROL
DETAILS.
ALL CATCH BASINS MUST HAVE INLET PROTECTION
DURING CONSTRUCTION ACTIVITIES.
STONE CONSTRUCTION ENTRANCE,
RE: C1/GC500
LIMITS OF CONSTRUCTION
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SILT FENCE, RE: A1/GC500102
STABILIZED CONSTRUCTION ENTRANCE,
RE: C1/GC500
SF SILT FENCE, RE: A1/GC500
LEGEND
KEYNOTES
EROSION CONTROL PLAN
GENERAL NOTES
A B
C
REFER TO SHEET A4/GC501 FOR ADDITIONAL EROSION
CONTROL NOTES.
D
GC102
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
MATCHLINE SEE SHEET GC101
AREA R3-1 - R3-6
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
17257044
M
(M
IN
(M
IN
NTS
SECTION A-A
NTS
PLAN
CRUSHED AGGREGATE
(STONE SIZE RC-40)
GEOTEXTILE
A A
SCALE
STABLIZED CONSTRUCTION ENTRANCEC1 N.T.S.
(M
IN
1.8M
1. SET POSTS AND EXCAVATE A 0.1M X 0.1M
TRENCH UPSLOPE ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO THE POSTS.
3. ATTACH THE FILTER BARRIER FABRIC TO THE
WIRE FENCE AND EXTEND IT INTO THE TRENCH.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
5. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
12-1/2 GAUGE (MIN)
WIRE
GROUND LINE
NOTES:
1. SILT FENCE MAY BE INSTALLED USING EITHER TRENCH OR SOIL SLICING CONSTRUCTION METHOD.
2. WHEN ASSEMBLING SILT FENCE ON-SITE, COMPACT THE BACKFILL SOIL IMMEDIATELY NEXT TO THE
SILT FENCE GEOTEXTILE. COMPACT THE UPSTREAM SIDE FIRST, AND THEN THE DOWNSTREAM
SIDE. WHEN INSTALLING PRE-ASSEMBLED SILT FENCE, CARE MUST BE TAKEN TO SUFFICIENTLY COMPACT SOIL ADJACENT TO THE INSTALLED GEOTEXTILE AND POSTS. THE SOIL ADJACENT TO THE BURIED SILT FENCE GEOTEXTILE MUST BE COMPACTED TO ACHIEVE NO LESS THAN 50% OF
ITS ORIGINAL IN-SITU DENSITY.
FLOW
SECTION A
SECTION B
STAPLE
SPACING
150 (MAX)
SECTION A
SECTION B
STAPLE
POSTSSTAPLE
SCALE
SILT FENCEA1 N.T.S.
SCALE
SILT FENCE SPLICE/TERMINATIONA3 N.T.S.
STEEL OR WOOD
POST-IMBED 0.9M
MESH SPACING
150mm (MAX)
FILTER BARRIER
FABRIC
SCALE
AREA INLET PROTECTIONC3 N.T.S.
GC500
C3-A
GC500
C3-B
SCALE
ROCK CHECK DAMB4 N.T.S.
D
IR
EC
TI
O N
REFER TO GRADING PLAN
1 1
O F
FL
O
W
TO
P
W
ID
TH
CUTAWAY TO SHOW
GEOTEXTILE COVERED
FILTER STONE CORE
EARTH EMBANKMENT
FILTER STONE
EMBANKMENT
GEOTEXTILE COVERED
FILTER STONE CORE
GEOTEXTILE COVERED
FILTER STONE CORE
TYPE 'A' DRY RIPRAP EXISTING GROUND
L
910 910
MIN.
1V ON 2H
1V ON 1H
GEOTEXTILE
STONE OUTLET
SCALE
RIP RAPB3 N.T.S.
21M (MIN)
LENGTH (M) =
460 (MIN)
150 (MIN)
25 (MIN)
(M
IN
150 (MIN)
FLOW
GC500
CURB
CRUSHED STONE CONTAINED IN PERVIOUS
BURLAP BAGS OR IN SYNTHETIC NET BAGS
(3 MESH), APPROXIMATELY 600mm LONG, 300mm WIDE AND 150mm HIGH (TYP)
NOTE:
CONTRACTOR MAY USE RECYCLED AGGREGATES IF
GRADATION REQUIREMENTS ARE MET.
NOTE:
PLACE BAGS SUCH THAT THERE ARE NO GAPS BETWEEN BAGS. BAGS
MAY BE SINGLE OR DOUBLE LAYERS, AS THE SITUATION DICTATES.
SECTION A-A SECTION B-B
PLAN
PROFILE
SECTION 1-1
GC500
ER
O
SI
O
N C
O N
TR
O
L D
ET
AI
LS
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
ER
O
SI
O
N C
O N
TR
O
L D
ET
AI
LS
GC501
17257045NOTE:
UNLESS OTHERWISE STATED, ALL
DIMENSIONS ARE IN MILLIMETERS.
SCALE
EROSION CONTROL GENERAL NOTESA4 N.T.S.
CONTOUR INTERVAL IS 0.25 m.
REFER TO SHEET GC500 FOR EROSION CONTROL
DETAILS.
ALL CATCH BASINS MUST HAVE INLET PROTECTION
DURING CONSTRUCTION ACTIVITIES.
INSTALL EROSION CONTROL MEASURES AS INDICATED
ON THE PLANS AND AS FIELD CONDITIONS WARRANT
PRIOR TO COMMENCING ANY CONSTRUCTION
ACTIVITIES. REPAIRS OR MODIFICATIONS TO THE
MEASURES SHOULD BE MADE IF CONTROL MEASURES
PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL
MEASURES ARE NECESSARY.
MINIMIZE UNNECESSARY CLEARING AND GRADING
FROM ALL CONSTRUCTION SITES. CLEARING AND
GRADING MUST ONLY BE PERFORMED WITHIN AREAS
NEEDED TO BUILD THE PROJECT, INCLUDING
STRUCTURES, UTILITIES, ROADS, RECREATIONAL
AMENITIES, POST-CONSTRUCTION STORM WATER
MANAGEMENT FACILITIES, AND RELATED
INFRASTRUCTURE. CLEARING SHOULD ONLY BE
SCHEDULED DURING THE DRY SEASON IF POSSIBLE.
MASS CLEARING DURING THE WET SEASON SHOULD
BE AVOIDED.
A
B
C
D
E
WHENEVER PRACTICABLE AND FEASIBLE,
CONSTRUCTION MUST BE PHASED TO LIMIT
DISTURBANCE TO ONLY ONE AREA OF ACTIVE
CONSTRUCTION AT A TIME. FUTURE PHASES MUST
NOT BE DISTURBED UNTIL CONSTRUCTION OF PRIOR
PHASES IS COMPLETE AND THE LAND AREA IS
STABILIZED.
F
DISTURBED AREAS MUST BE STABILIZED AS SOON AS
FEASIBLY POSSIBLE AFTER CONSTRUCTION IS
COMPLETED WITHIN A DESIGNATED CONSTRUCTION
AREA, AND IN NO CASE LONGER THAN 14 DAYS AFTER
COMPLETION OF ACTIVE CONSTRUCTION.
PERIMETER SEDIMENT CONTROLS MUST BE APPLIED
TO RETAIN OR FILTER CONCENTRATED RUNOFF FROM
DISTURBED AREAS TO TRAP OR RETAIN SEDIMENT
BEFORE IT LEAVES A CONSTRUCTION SITE. UPLAND
RUNOFF SHOULD BE DIVERTED AROUND
EXCAVATIONS WHERE POSSIBLE.
SEDIMENT TRAPPING AND SETTLING DEVICES MUST
BE EMPLOYED TO TRAP AND/OR RETAIN SUSPENDED
SEDIMENTS AND ALLOW TIME FOR THEM TO SETTLE
OUT IN CASES WHERE PERIMETER SEDIMENT
CONTROLS (E.G., SILT FENCE) ARE DEEMED TO BE
INEFFECTIVE IN TRAPPING SUSPENDED SEDIMENTS
ON-SITE.
ALL CONSTRUCTION SITE MANAGERS (OR
SUPERINTENDENTS) MUST PROVIDE DOCUMENTATION
THAT THEY HAVE RECEIVED ADEQUATE TRAINING IN
THE APPLICATION AND MAINTENANCE OF EROSION
AND SEDIMENT CONTROL PRACTICES.
J
K
L
ALL CONSTRUCTION SITE MANAGERS MUST
PARTICIPATE IN A PRE-CONSTRUCTION MEETING WITH
APPLICABLE AUTHORITY TO REVIEW THE PROVISIONS
OF THE EROSION AND SEDIMENT CONTROL PLAN AND
MAKE ANY FIELD ADJUSTMENT NECESSARY TO
IMPLEMENT THE INTENT OF THE PLAN TO MINIMIZE
EROSION AND MAXIMIZE SEDIMENT RETENTION
ON-SITE THROUGHOUT THE CONSTRUCTION
PROCESS.
CONSTRUCTION SHOULD BE SCHEDULED TO MINIMIZE
SOIL EXPOSURE IN THE RAINY SEASON (JULY 1ST -
NOV. 30TH) AND DURING PERIODS OF CORAL
SPAWNING.
EROSION AND SEDIMENT CONTROL PRACTICES MUST
BE AGGRESIVELY MAINTAINED THROUGHOUT ALL
PHASES OF CONSTRUCTION. ALL EROSION AND
SEDIMENT CONTROL PLANS MUST HAVE AN
ENFORCEABLE OPERATION AND MAINTENANCE
AGREEMENT TO ENSURE THAT PRACTICES ARE
MAINTAINED DURING THE CONSTRUCTION PROCESS.
M
G
H
I
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
OVERALL TOPOGRAPHY PLANA1 1:6000 V-100
O
VE
R
AL
L
TO
PO
G
R
AP
H Y
PL
AN
A HORIZONTAL AND VERTICAL CONTROL SURVEY IS
BASED ON NATIONAL GEODETIC SURVEY (NGS)
MONUMENT "ET TINI 1".
BENCHMARKS
TOPOGRAPHIC SURVEY GENERAL
NOTES
B COORDINATES ARE BASED ON THE MARIANA ISLANDS
DISTRICT COORDINATE SYSTEM OF 1966.
C ALL DISTANCES, DIMENSIONS AND COORDINATES
SHOWN HEREIN ARE IN METERS.
CONTROL POINT CP-9022NL N 1,659,187.9847
E 351,510.7382
EL. 76.876
CONTROL POINT CP-9016PKNL N 1,659,233.3922
E 351,762.1268
EL. 77.397
CONTROL POINT CP-9018NAIL N 1,659,280.5912
E 352,002.4838
EL. 77.674
ET TINI 1 N 1,655,557.2821
E 350,949.2057
EL. 1.287
TIDE STATION 1770000
TIDE STATION LOCATION TINIAN HARBOR,
TINIAN
PID AA4407
VM NONE
BENCH MARK TIDAL 1
HT ABOVE LMSL (METERS) 2.361
TIDAL EPOCH DATA
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE
INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN
THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION HAS
BEEN OBTAINED OR DESIGNED BY THE ENGINEER OF RECORD.
OVERALL
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
TOPOGRAPHY PLANA1 1:2000
V-101
TO
PO
G R
AP
H
Y
PL
AN
A SURVEY INFORMATION PREPARED BY DUEÑAS
CAMACHO & ASSOCIATES, INC.
238 E. MARINE CORPS DRIVE, STE. 201, DIAMOND PLAZA,
HAGATNA, GUAM 96910
TOPOGRAPHIC SURVEY GENERAL
NOTES
B HORIZONTAL AND VERTICAL CONTROL SURVEY IS
BASED ON NATIONAL GEODETIC SURVEY (NGS)
MONUMENT "ET TINI 1".
C SURVEY UNIT IS METERS.
D REFER TO SHEET V-100 FOR BENCHMARK
INFORMATION.
LEGEND
LEASE BOUNDARY
PROPERTY LINEPL
RUNWAY LIGHT
HEADWALL
VEGETATION
X FENCE
FIRE HYDRANT
WATER VALVE
OVERHEAD ELECTRICAL LINE
CONCRETE POWER POLE
STREET SIGN
WOOD POWER POLE
CONSTRUCTION EASEMENTC/E
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION
HAS BEEN OBTAINED OR DESIGNED BY THE ENGINEER OF RECORD.
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
TOPOGRAPHY PLANA1 1:2000
V-102
TO
PO
G R
AP
H
Y
PL
AN
A SURVEY INFORMATION PREPARED BY DUEÑAS
CAMACHO & ASSOCIATES, INC.
238 E. MARINE CORPS DRIVE, STE. 201, DIAMOND PLAZA,
HAGATNA, GUAM 96910
TOPOGRAPHIC SURVEY GENERAL
NOTES
B HORIZONTAL AND VERTICAL CONTROL SURVEY IS
BASED ON NATIONAL GEODETIC SURVEY (NGS)
MONUMENT "ET TINI 1".
C SURVEY UNIT IS METERS.
D REFER TO SHEET V-100 FOR BENCHMARK
INFORMATION.
LEGEND
LEASE BOUNDARY
PROPERTY LINEPL
RUNWAY LIGHT
HEADWALL
VEGETATION
X FENCE
FIRE HYDRANT
WATER VALVE
OVERHEAD ELECTRICAL LINE
CONCRETE POWER POLE
STREET SIGN
WOOD POWER POLE
CONSTRUCTION EASEMENTC/E
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
TOPOGRAPHY PLANA1 1:2000
V-103
TO
PO
G R
AP
H
Y
PL
AN
A SURVEY INFORMATION PREPARED BY DUEÑAS
CAMACHO & ASSOCIATES, INC.
238 E. MARINE CORPS DRIVE, STE. 201, DIAMOND PLAZA,
HAGATNA, GUAM 96910
TOPOGRAPHIC SURVEY GENERAL
NOTES
B HORIZONTAL AND VERTICAL CONTROL SURVEY IS
BASED ON NATIONAL GEODETIC SURVEY (NGS)
MONUMENT "ET TINI 1".
C SURVEY UNIT IS METERS.
D REFER TO SHEET V-100 FOR BENCHMARK
INFORMATION.
LEGEND
LEASE BOUNDARY
PROPERTY LINEPL
RUNWAY LIGHT
HEADWALL
VEGETATION
X FENCE
FIRE HYDRANT
WATER VALVE
OVERHEAD ELECTRICAL LINE
CONCRETE POWER POLE
STREET SIGN
WOOD POWER POLE
CONSTRUCTION EASEMENTC/E
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
TOPOGRAPHY PLANA1 1:2000
V-104
TO
PO
G R
AP
H
Y
PL
AN
A SURVEY INFORMATION PREPARED BY DUEÑAS
CAMACHO & ASSOCIATES, INC.
238 E. MARINE CORPS DRIVE, STE. 201, DIAMOND PLAZA,
HAGATNA, GUAM 96910
TOPOGRAPHIC SURVEY GENERAL
NOTES
B HORIZONTAL AND VERTICAL CONTROL SURVEY IS
BASED ON NATIONAL GEODETIC SURVEY (NGS)
MONUMENT "ET TINI 1".
C SURVEY UNIT IS METERS.
D REFER TO SHEET V-100 FOR BENCHMARK
INFORMATION.
LEGEND
LEASE BOUNDARY
PROPERTY LINEPL
RUNWAY LIGHT
HEADWALL
VEGETATION
X FENCE
FIRE HYDRANT
WATER VALVE
OVERHEAD ELECTRICAL LINE
CONCRETE POWER POLE
STREET SIGN
WOOD POWER POLE
CONSTRUCTION EASEMENTC/E
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
TOPOGRAPHY PLANA1 1:2000
V-105
TO
PO
G R
AP
H
Y
PL
AN
A SURVEY INFORMATION PREPARED BY DUEÑAS
CAMACHO & ASSOCIATES, INC.
238 E. MARINE CORPS DRIVE, STE. 201, DIAMOND PLAZA,
HAGATNA, GUAM 96910
TOPOGRAPHIC SURVEY GENERAL
NOTES
B HORIZONTAL AND VERTICAL CONTROL SURVEY IS
BASED ON NATIONAL GEODETIC SURVEY (NGS)
MONUMENT "ET TINI 1".
C SURVEY UNIT IS METERS.
D REFER TO SHEET V-100 FOR BENCHMARK
INFORMATION.
LEGEND
LEASE BOUNDARY
PROPERTY LINEPL
RUNWAY LIGHT
HEADWALL
VEGETATION
X FENCE
FIRE HYDRANT
WATER VALVE
OVERHEAD ELECTRICAL LINE
CONCRETE POWER POLE
STREET SIGN
WOOD POWER POLE
CONSTRUCTION EASEMENTC/E
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
BORING LOCATIONSA1 1:6000
B-100
BO
R
IN
G
L O
C
AT
IO
N
S
BORING LOCATIONS GENERAL
NOTES
A REFER TO SHEETS B101 - B104 FOR BORING LOGS.
BORING
LEGEND
B11R
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE
INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE
DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION HAS BEEN
OBTAINED OR DESIGNED BY THE ENGINEER OF RECORD.
17257058
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
B-101
BO
R
IN
G
L O
G S
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION
HAS BEEN OBTAINED OR DESIGNED BY THE ENGINEER OF RECORD.
SCALE
BORING LOG B11RC1 N.T.S. SCALE
BORING LOG B12RC2 N.T.S. SCALE
BORING LOG B13RC3 N.T.S. SCALE
BORING LOG B14RC5 N.T.S.
SCALE
BORING LOG B15RA1 N.T.S. SCALE
BORING LOG B16RA2 N.T.S. SCALE
BORING LOG B17RA3 N.T.S. SCALE
BORING LOG B18RA5 N.T.S.
17257059
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
B-102
BO
R
IN
G
L O
G S
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION
HAS BEEN OBTAINED OR DESIGNED BY THE ENGINEER OF RECORD.
SCALE
BORING LOG B19RC1 N.T.S. SCALE
BORING LOG B20RC2 N.T.S. SCALE
BORING LOG B21RC3 N.T.S. SCALE
BORING LOG B22RC5 N.T.S.
SCALE
BORING LOG B23RA1 N.T.S. SCALE
BORING LOG B24RA2 N.T.S. SCALE
BORING LOG B25RA3 N.T.S. SCALE
BORING LOG B26RA5 N.T.S.
17257060
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
B-103
BO
R
IN
G
L O
G S
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION
HAS BEEN OBTAINED OR DESIGNED BY THE ENGINEER OF RECORD.
SCALE
BORING LOG B27RC1 N.T.S. SCALE
BORING LOG B28RC2 N.T.S. SCALE
BORING LOG B29RC3 N.T.S. SCALE
BORING LOG B30RC5 N.T.S.
SCALE
BORING LOG B31RA1 N.T.S. SCALE
BORING LOG B32RA2 N.T.S. SCALE
BORING LOG B33RA3 N.T.S. SCALE
BORING LOG B34RA5 N.T.S.
17257061
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
B-104
BO
R
IN
G
L O
G S
NOTE:
THE ENGINEERING SEAL ON THIS PLAN REPRESENTS OUR REVIEW OF THE INFORMATION INCLUDED ON THIS PLAN AND ITS INCORPORATION WITHIN THE DESIGN. IT DOES NOT IMPLY OR REPRESENT THE INFORMATION
HAS BEEN OBTAINED OR DESIGNED BY THE ENGINEER OF RECORD.
SCALE
BORING LOG B35RC1 N.T.S. SCALE
BORING LOG B36RC2 N.T.S.
17257062
C-001
G
EN
ER
AL
N O
TE
S
GENERAL NOTES
A. TEMPORARY EROSION/SEDIMENTATION CONTROL AND TREE/NATURAL AREA
PROTECTION MEASURES:
1. INSTALL EROSION/SEDIMENTATION CONTROLS PRIOR TO ANY OTHER
SITE PREPARATION WORK (CLEARING, GRUBBING, GRADING OR
EXCAVATION).
2. THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS MUST BE IN
ACCORDANCE WITH THE EROSION AND SEDIMENTATION CONTROL
PLANS.
3. ANY SIGNIFICANT VARIATION IN MATERIALS OR LOCATIONS OF
CONTROLS OR FENCES FROM THAT SHOWN ON THE APPROVED PLANS
MUST BE APPROVED BY THE CONTRACTING OFFICER.
4. INSPECT THE CONTROLS AND FENCES AT WEEKLY INTERVALS, BEFORE
ANY STORM FROM WHICH SIGNIFICANT RUNOFF IS ANTICIPATED, AND
AFTER EVERY SIGNIFICANT RAINFALL TO ENSURE THEY HAVE NOT BEEN
SUBSTANTIALLY DISTURBED. THE PERSON(S) OR FIRM(S) MUST BE
IMMEDIATELY DIRECTED TO MAKE ANY NECESSARY REPAIRS.
5. ANY SEDIMENT BUILT UP MUST BE REMOVED AND PLACED IN THE
DESIGNATED SPOIL DISPOSAL SITE.
6. TEMPORARY SEEDING AND MULCHING MUST BE PERFORMED AS
REQUIRED TO PREVENT EROSION ON SLOPES OR ALONG DRAINAGE
DITCHES. LOCATIONS MUST BE APPROVED BY THE CONTRACTING
OFFICER PRIOR TO PLACEMENT.
B. PERMANENT EROSION CONTROL:
1. ALL DISTURBED AREAS MUST BE RESTORED AS NOTED BELOW AND
DIRECTED IN THE PLANS AND SPECIFICATIONS FOR TOPSOIL, AND
SEEDING.
2. UPON COMPLETION OF CONSTRUCTION, SEED OR INSTALL SOD AT
LOCATIONS SHOWN ON THE PLANS.
3. THE SEEDING FOR EROSION CONTROL MUST BE IN ACCORDANCE WITH
SPECIFICATION 32 92 19 AND AS UPDATED BY SPECIAL PROVISION.
C. OFF-SITE DISPOSAL - THE CONTRACTOR MUST NOT DISPOSE OF SURPLUS
EXCAVATED MATERIAL FROM THE SITE WITHOUT NOTIFYING THE
CONTRACTING OFFICER AT LEAST 48 HOURS PRIOR TO THE REMOVAL. THIS
NOTIFICATION MUST INCLUDE THE DISPOSAL LOCATION.
D. EROSION CONTROLS TO BE AS SHOWN ON THE DRAWINGS AND AS
OUTLINED IN TECHNICAL SPECIFICATION 01 57 19 AND AS UPDATED BY
SPECIAL PROVISION.
E. PLACE AND MAINTAIN FILTER FABRIC FENCE, ADJUSTING THE FENCE AS
NECESSARY TO ACCOMMODATE CONSTRUCTION ACTIVITIES. NO SEPARATE
PAY FOR RELOCATING OR MAINTAINING FENCE. LOCATION OF ALL FILTER
FABRIC FENCE TO BE APPROVED BY THE CONTRACTING OFFICER.
F. PROVIDE AND MAINTAIN FILTER FABRIC FENCE AND ROCK DAM, AS
APPROPRIATE, FOR EROSION CONTROL.
G. CONTRACTOR IS FULLY RESPONSIBLE TO PROVIDE THE NECESSARY
MEASURES FOR DUST AND DEBRIS CONTROL.
A. SOME OF THE EXISTING FEATURES SHOWN IN THESE PLANS ARE
CONSTRUCTED WITH PROJECT P-9030, P-9040, P-9022 AND P-9021. THESE
FEATURES MAY NOT BE FULLY COMPLETE AT THE TIME THIS PROJECT BEGINS.
IT IS ASSUMED FOR THIS PROJECT THAT ALL OF THESE PROJECTS ARE
COMPLETE.
B. VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE
PROJECT LIMITS, STAGING AND HAUL ROUTE AREAS PRIOR TO COMMENCING
WORK.
C. MINIMIZE THE SITE DISTURBANCE INCLUDING RUTS PRODUCED BY VEHICLES
AND EQUIPMENT WITHIN ALL CONSTRUCTION AREAS.
D. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OR
ROADS REGARDLESS OF LEGAL LOAD. REPAIRS MUST BE MADE AT NO
ADDITIONAL COST TO THE GOVERNMENT.
E. OBTAIN APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO
ESTABLISHING CONSTRUCTION ACCESS ROADS. EXISTING ROADS MUST BE
USED TO THE MAXIMUM EXTENT POSSIBLE.
F. PROVIDE MATERIAL SUBMITTALS FOR THE CONTRACTING OFFICER'S REVIEW
PRIOR TO ORDERING.
G. ALL UNPAVED AREAS OUTSIDE THE CONTRACT WORK LIMITS, INCLUDING
STAGING AREAS WHICH ARE DISTURBED BY THE WORK MUST BE REPAIRED
AND RESEEDED, IF REQUIRED. NO ADDITIONAL DIRECT COST MUST BE MADE
FOR THESE REPAIRS, BUT RATHER MUST BE CONSIDERED INCIDENTAL TO
OTHER ITEMS OF WORK.
H. OBTAIN ALL DEVELOPMENT AND CONSTRUCTION PERMITS REQUIRED AT THE
CONTRACTOR'S EXPENSE PRIOR TO COMMENCEMENT OF WORK.
I. CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND TRAFFIC ARE TO
REMAIN WITHIN THE LIMITS OF THE CONSTRUCTION AREA, STAGING AREA, OR
HAUL ROUTES AS SHOWN ON THE PLANS.
J. COMPLY WITH ALL LOCAL AIR QUALITY REGULATIONS WHICH PERTAIN TO
CONSTRUCTION ACTIVITIES AND/OR PLANT OPERATIONS.
K. STAGING AREA - THE CONTRACTOR'S STAGING AREA IS SHOWN ON SHEET
GC101 AND GC102. THE CONTRACTOR IS TO MAKE PROVISIONS FOR ANY
REQUIRED UTILITIES. THE CONTRACTOR IS TO PROVIDE A SECURITY FENCE
AROUND UTILIZED STAGING AREAS. UPON COMPLETION OF THIS PROJECT THE
CONTRACTOR IS TO RESTORE AND RE-GRADE THE STAGING AREA: INCLUDING,
BUT NOT LIMITED TO THE REMOVAL OF FENCING, UTILITIES, RESTORING
TOPSOIL AND RESEEDING COMPLETELY TO THE SATISFACTION OF THE
CONTRACTIC OFFICER. THERE WILL BE NO SEPARATE PAY FOR WORK
ASSOCIATED WITH ESTABLISHING AND RESTORING CONTRACTOR STAGING
AREA.
L. AREAS OF STOCKPILED MATERIALS WITHIN THE CONSTRUCTION AREA ARE TO
BE TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT OR EROSION
RESULTING FROM WIND CONDITIONS OR RAINFALL. CONTRACTOR IS TO
SWEEP, ON A DAILY BASIS, ROADWAYS THAT ARE ALONG HIS HAUL ROUTES
AND IMMEDIATELY CLEAN UP MUD THAT FALLS ON PAVEMENT OUTSIDE OF HIS
LIMITS OF CONSTRUCTION AS A RESULT OF HIS CONSTRUCTION OR HAULING
ACTIVITIES. CERTAIN AREAS WITHIN THE PROJECT LIMITS ARE NOT AVAILABLE
FOR MATERIAL STOCKPILE. IF NECESSARY, CONTRACTOR IS TO STOCKPILE
EMBANKMENT MATERIAL AT THE LOCATION APPROVED BY THE CONTRACTING
OFFICER.
M. ENCROACHMENTS IN EASEMENT AREAS OR RIGHT-OF-WAY SHOULD BE
REMOVED BY THE ENCROACHING PARTY AT THE START OF THIS PROJECT. IN
THOSE CASES WHERE ENCROACHMENTS EXIST WITHIN THE LIMITS OF
DISTURBANCE, PROVIDE A 30-DAY ADVANCE NOTICE PRIOR TO WORK IN THE
AREA TO THE CONTRACTING OFFICER.
A. COORDINATE ALL OF THE WORK SHOWN IN EACH DISCIPLINE. THE WORK
SHOWN IS WITHOUT CONSIDERATION OF A CONSTRUCTION SEQUENCE.
B. PROTECT EXISTING UTILITIES FROM DAMAGE RESULTING FROM GRADING.
DAMAGE TO EXISTING UTILITIES TO REMAIN, WHICH ARE A RESULT OF THE
CONTRACTOR'S WORK, ARE TO BE EXPEDITIOUSLY REPAIRED AT NO
ADDITIONAL COST TO THE OWNER. NOTIFY THE CONTRACTING OFFICER
IMMEDIATELY IF DAMAGE TO EXISTING FACILITY OCCURS.
COORDINATION NOTES
EROSION / SEDIMENTATION CONTROL NOTES
KHK SMC JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
17257065
BEFORE BEGINNING WORK, CREATE A BASELINE ASSESSMENT OF THE
EXISTING ROAD CONDITION ALONG THE HAUL ROUTE. CONDITION OF THE
N.
09/24/2021
058OF023
ROAD MUST BE DOCUMENTED WITH PICTURES AND A MAP INDICATING WHERE
THE PICTURES WERE TAKEN AND THE VANTAGE POINT IDENTIFIED. THE
BASELINE ASSESSMENT MUST BE SUBMITTED TO THE CONTRACTING OFFICER
FOR REVIEW AND APPROVAL.
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
OVERALL
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
OVERALL DEMOLITION PLANA1 1:6000
A
AREA OF TREES TO BE CLEARED AND GRUBBED110
ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET MUST BE PROTECTED IN
PLACE.
GRAVEL TO BE REMOVED
AREA OF TREES TO BE CLEARED AND GRUBBED
EXISTING CHAIN LINK FENCE TO BE REMOVEDX
LEGEND
KEYNOTES
DEMOLITION PLAN GENERAL NOTES
B LIMITS OF REMOVAL ARE SHOWN TO DEPICT SCOPE OF
WORK. DEMOLISH EXISTING CONDITIONS BASED ON
THE LIMITS IS OF GRADING AND INSTALLATION
CONTAINED WITHIN.
EXISTING ASPHALT PAVEMENT TO BE REMOVED
C CONTRACTOR MAY USE STOCKPILE AREA INDICATED
FOR SPOILS. CONTRACTOR MUST CLEAR AND GRUB
AREA AND ENSURE SPOILS ARE CLEAN AND PLACED
PER SWPPP.
D DUE TO THE TYPHOON, MOST TREES HAVE BEEN REDUCED
TO THE MAIN TRUNK AND A FEW BRANCHES. TRUNK SIZES
ON AVERAGE RANGE FROM 150MM DIAMETER TO 600MM
DIAMETER AND BETWEEN 6M TO 12M TALL.
INTERMITTENTLY, LARGER FALLEN TREES ROUGHLY
1200MM DIAMETER AND 18M TALL WERE OBSERVED, BUT
INFREQUENTLY.
MILL EXISTING ASPHALT PAVEMENT117
CD100
O
VE
R
AL
L D
EM
O
LI
TI
O N
P
LA
N
17257066
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
DEMOLITION PLANA1 1:4000
A
AREA OF TREES TO BE CLEARED AND GRUBBED110
ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET MUST BE PROTECTED
IN PLACE.
AREA OF TREES TO BE CLEARED AND GRUBBED
LEGEND
KEYNOTES
DEMOLITION PLAN GENERAL NOTES
B LIMITS OF REMOVAL ARE SHOWN TO DEPICT SCOPE
OF WORK. DEMOLISH EXISTING CONDITIONS BASED
ON THE LIMITS IS OF GRADING AND INSTALLATION
CONTAINED WITHIN.
CD101
D
EM
O
LI
TI
O
N P
LA
N
17257067
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
DEMOLITION PLANA1 1:4000
A ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET MUST BE PROTECTED IN
PLACE.
LEGEND
KEYNOTES
DEMOLITION PLAN GENERAL NOTES
B LIMITS OF REMOVAL ARE SHOWN TO DEPICT SCOPE OF
WORK. DEMOLISH EXISTING CONDITIONS BASED ON
THE LIMITS IS OF GRADING AND INSTALLATION
CONTAINED WITHIN.
AREA OF TREES TO BE CLEARED AND GRUBBED110
AREA OF TREES TO BE CLEARED AND GRUBBED
CD102
D
EM
O
LI
TI
O
N P
LA
N
17257068
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
DEMOLITION PLANA1 1:6000
A ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET MUST BE PROTECTED IN
PLACE.
DEMOLITION PLAN GENERAL NOTES
B LIMITS OF REMOVAL ARE SHOWN TO DEPICT SCOPE OF
WORK. DEMOLISH EXISTING CONDITIONS BASED ON
THE LIMITS IS OF GRADING AND INSTALLATION
CONTAINED WITHIN.
CD103
D
EM
O
LI
TI
O
N P
LA
N
17257069
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
DEMOLITION PLANA1 1:6000
D
EM
O
LI
TI
O
N P
LA
N
CD104
A ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET MUST BE PROTECTED IN
PLACE.
LEGEND
KEYNOTES
DEMOLITION PLAN GENERAL NOTES
B LIMITS OF REMOVAL ARE SHOWN TO DEPICT SCOPE OF
WORK. DEMOLISH EXISTING CONDITIONS BASED ON
THE LIMITS IS OF GRADING AND INSTALLATION
CONTAINED WITHIN.
SAWCUT EXISTING PAVEMENT112
SAWCUT EXISTING PAVEMENT
EXISTING ASPHALT PAVEMENT TO BE MILLED
MILL EXISTING ASPHALT PAVEMENT117
17257070
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
DEMOLITION PLANA1 1:4000
A ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET MUST BE PROTECTED IN
PLACE.
LEGEND
KEYNOTES
DEMOLITION PLAN GENERAL NOTES
B LIMITS OF REMOVAL ARE SHOWN TO DEPICT SCOPE OF
WORK. DEMOLISH EXISTING CONDITIONS BASED ON
THE LIMITS IS OF GRADING AND INSTALLATION
CONTAINED WITHIN.
SAWCUT EXISTING PAVEMENT112
SAWCUT EXISTING PAVEMENT
EXISTING ASPHALT PAVEMENT TO BE MILLED
MILL EXISTING ASPHALT PAVEMENT117
CD105
D
EM
O
LI
TI
O
N P
LA
N
17257071
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
SCALE
DEMOLITION PLANA1 1:2000
A ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET MUST BE PROTECTED IN
PLACE.
LEGEND
KEYNOTES
DEMOLITION PLAN GENERAL NOTES
B LIMITS OF REMOVAL ARE SHOWN TO DEPICT SCOPE OF
WORK. DEMOLISH EXISTING CONDITIONS BASED ON
THE LIMITS IS OF GRADING AND INSTALLATION
CONTAINED WITHIN.
SAWCUT EXISTING PAVEMENT112
SAWCUT EXISTING PAVEMENT
EXISTING ASPHALT PAVEMENT TO BE MILLED
MILL EXISTING ASPHALT PAVEMENT117
CD106
D
EM
O
LI
TI
O
N P
LA
N
17257072
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
R 5-
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
R3-9 R3-8
R3-7 R
3-6 R
3-4
R3-3
R3-2
R 3-5
R4-5 R4-6 R4-7 R4-8 R4-9
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
TEXAS REGISTERED ENGINEERING FIRM F-2966
R2-1
R4-2 R4-3R
4-
R3-1
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
SCALE
OVERALL SITE PLANA1 1:10000 CS100
O
VE
R
AL
L
SI
TE
P
LA
N
AREA R5-12
AREA R5-11
AREA R5-10
AREA R5-9
AREA R5-8
AREA R5-7
AREA R5-6
AREA R5-5
AREA R5-4
AREA R5-3
AREA R5-2
AREA R5-1
AREA R4-9
AREA R4-8
AREA R4-7
AREA R4-6
AREA R4-5
AREA R4-4
AREA R4-3
AREA R4-2
AREA R3-9
AREA R3-8
AREA R3-7
AREA R3-6
AREA R3-5
AREA R3-4
AREA R3-3
AREA R3-2
AREA R3-1
AREA R4-1
17257073
CS101
8T H
A
VE
N U
E
PL
AN
P R
O
FI
LE
AR
EA
R 3-
LEGEND
KEYNOTES
SITE PLAN GENERAL NOTES
ASPHALT PAVEMENT, RE: B1/CS500
ASPHALT PAVEMENT, RE: B1/CS500
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
75.00
74.25
250 MATCH EXISTING
ELEVATION POINT
A
REFER TO SHEETS CP101 - CP105 FOR SIGNAGE AND
PAVEMENT MARKING PLAN.
B
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
C
REFER TO SHEET CS501 FOR LOCATION POINT TABLES.D
EXISTING VEGETATION
X EXISTING FENCE
REFER TO CS500 FOR ROADWAY CROSS SECTIONS.
E ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE
STATED.
PROPERTY LIMITSPL
CONSTRUCTION EASEMENTC/E
OVERLAY PAVEMENT - 50MM
221 OVERLAY PAVEMENT - 50MM, RE: A1/CS500
SCALE
8TH AVENUE PLAN - AREA R3-1C1 1:400
VERTICAL SCALE
HORIZONTAL SCALE
8TH AVENUE PROFILE - AREA R3-1A1
1:100 1:400
EXISTING SURFACE AT
BASELINE R3A
ATG GBBKHK SMC JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
CAZ
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
AREA R3-1
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A
17257074
BASELINE R3A
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
R 5-
AREA R3-2
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
R3-9 R3-8
R3-7 R
3-6 R
3-4
R3-3
R3-2
R 3-5
R4-5 R4-6 R4-7 R4-8 R4-9
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
TEXAS REGISTERED ENGINEERING FIRM F-2966
R2-1
R4-2 R4-3R
4-
R3-1
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
CS102
8T H
A
VE
N U
E
PL
AN
P R
O
FI
LE
AR
EA
R 3-
LEGEND
KEYNOTES
SITE PLAN GENERAL NOTES
250 MATCH EXISTING
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
75.00
74.25
ELEVATION POINT
A B
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
C
D
EXISTING VEGETATION
X EXISTING FENCE
REFER TO CS500 FOR ROADWAY CROSS SECTIONS.
E ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE
STATED.
REFER TO SHEETS CP101 - CP105 FOR SIGNAGE AND
PAVEMENT MARKING PLAN.
REFER TO SHEET CS501 FOR LOCATION POINT TABLES.
PROPERTY LIMITSPL
CONSTRUCTION EASEMENTC/E
221 OVERLAY PAVEMENT - 50MM, RE: A1/CS500
OVERLAY PAVEMENT - 50MM
SCALE
8TH AVENUE PLAN - AREA R3-2C1 1:400
VERTICAL SCALE
HORIZONTAL SCALE
8TH AVENUE PROFILE - AREA R3-2A1
1:100 1:400
EXISTING SURFACE AT
BASELINE R3A
17257075
BASELINE R3A
C S1
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
AREA R3-3
R 5-
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
R3-9 R3-8
R3-7 R
3-6 R
3-4
R3-3
R3-2
R 3-5
R4-5 R4-6 R4-7 R4-8 R4-9
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
TEXAS REGISTERED ENGINEERING FIRM F-2966
R2-1
R4-2 R4-3R
4-
R3-1
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
CS103
8T H
A
VE
N U
E
PL
AN
P R
O
FI
LE
AR
EA
S R
3-
SCALE
8TH AVENUE PLAN - AREA R3-3C1 1:400
KEYNOTES
SITE PLAN GENERAL NOTES
A B
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
C
D
REFER TO CS500 FOR ROADWAY CROSS SECTIONS.
E ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE
STATED.
REFER TO SHEETS CP101 - CP105 FOR SIGNAGE AND
PAVEMENT MARKING PLAN.
REFER TO SHEET CS501 FOR LOCATION POINT TABLES.
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
75.00
74.25
ELEVATION POINT
EXISTING VEGETATION
X EXISTING FENCE
PROPERTY LIMITSPL
CONSTRUCTION EASEMENTC/E
OVERLAY PAVEMENT - 50MM
VERTICAL SCALE
HORIZONTAL SCALE
8TH AVENUE PROFILE - AREA R3-3A1
1:100 1:400
EXISTING SURFACE AT
BASELINE R3B
17257076
BASELINE R3B
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
R
T (T
IQ
TI
N
IA
N
, C N
M I
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
N
AV
FA
C
P
AC
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
R 5-
AREA R3-4
FY
M C
AF
P
-9
O
FF
SI
TE
R
O
AD
W
AY
S
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL PLAN
SHEETS DIMENSIONS ARE IN METERS.
R3-9 R3-8
R3-7 R
3-6 R
3-4
R3-3
R3-2
R 3-5
R4-5 R4-6 R4-7 R4-8 R4-9
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
R
5-
R 5-
TEXAS REGISTERED ENGINEERING FIRM F-2966
R2-1
R4-2 R4-3R
4-
R3-1
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
M
AK
AL
AP
A, H
AW
AI
I
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
FI
N
AL
R
E- D
ES
IG
N S
U
BM
IT
TA
L
A
CS104
8T H
A
VE
N U
E
PL
AN
P R
O
FI
LE
AR
EA
R 3-
SCALE
8TH AVENUE PLAN - AREA R3-4C1 1:400
KEYNOTES
SITE PLAN GENERAL NOTES
A B
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
C
D
REFER TO CS500 FOR ROADWAY CROSS SECTIONS.
E ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE
STATED.
REFER TO SHEETS CP101 - CP105 FOR SIGNAGE AND
PAVEMENT MARKING PLAN.
REFER TO SHEET CS501 FOR LOCATION POINT TABLES.
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
75.00
74.25
ELEVATION POINT
EXISTING VEGETATION
X EXISTING FENCE
PROPERTY…
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