P-9010 Fuel Tank_Hydr Sys Final_Drawings_2 of 4.pdf
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- Solicitation number
- N6274222R1306
About this file
This solicitation is for four construction projects at Tinian International Airport in the Commonwealth of Northern Mariana Islands. The projects include construction of a cargo pad and taxiway extensions, fuel tanks and a receipt pipeline and hydrant system, repair and improvement of the haul route from the seaport to the airfield, and an optional maintenance support facility. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command. Responses are due within 365 calendar days of contract award. Three pre-priced planned modifications will also be included for munitions and explosives of concern and material potentially presenting an explosive hazard for some of the projects.
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KHK GFB JDE
1 2 3 4 5
D
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B
A
1 2 3 4 5
AS SHOWN
1620531
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
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
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
C-001
G E
N E
R A
L 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 AIRPORT.
E. OBTAIN APPROVAL FROM THE AIRPORT AND 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. REVIEW ALL AIRFIELD UTILITIES AND FAA UTILITIES WITH THE AIRPORT STAFF,
FAA STAFF AND CONTRACTING OFFICER PRIOR TO BEGINNING WORK.
LOCATION OF FAA CABLES MUST BE VERIFIED AND FLAGGED PRIOR TO
EXCAVATION AND EMBANKMENT OPERATIONS. CONTRACTOR MUST BE
RESPONSIBLE TO MAINTAIN THE MARKING OF THE CABLE FOR THE DURATION
OF THE PROJECT.
K. COMPLY WITH ALL LOCAL AIR QUALITY REGULATIONS WHICH PERTAIN TO
CONSTRUCTION ACTIVITIES AND/OR PLANT OPERATIONS.
L. STAGING AREA - THE CONTRACTOR'S STAGING AREA IS SHOWN ON SHEET
GC100. 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.
M. AREAS OF STOCKPILED MATERIALS WITHIN THE CONSTRUCTION AREA ARE TO
BE TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT OR EROSION
RESULTING FROM AIRCRAFT BLAST, 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
N. PROVIDE A MINIMUM 30-DAY NOTICE TO CPA AIRFIELD LIGHTING INSPECTOR
FOR ANY MODIFICATION AND/OR INSPECTION REQUIREMENTS.
O. PROVIDE AN AIRFIELD CERTIFIED SAFETY REPRESENTATIVE TO WALK THE
SITE WITH THE AOA AT 0600.
P. PERFORM A FOD CHECK ON ANY OF THEIR VEHICLES/EQUIPMENT WHEN
CROSSING A RUNWAY OR TAXIWAY AND REMOVE ANY POTENTIAL FOD FROM
THEIR VEHICLE/EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR ANY
DAMAGE BECAUSE OF NOT COMPLYING WITH THIS REQUIREMENT AND ANY
ASSOCIATED TIME DELAY.
A. COORDINATE ALL OF THE WORK SHOWN IN EACH DISCIPLINE. THE WORK
SHOWN IS WITHOUT CONSIDERATION OF A CONSTRUCTION SEQUENCE.
B. COORDINATE CONSTRUCTION ACTIVITIES WITH AIRPORT OPERATIONS AND
CONTRACTING OFFICER.
C. MAINTAIN ALL-WEATHER ACCESS TO FAA NAVAID EQUIPMENT THAT IS WITHIN
AND ADJACENT TO THE PROJECT LIMITS AT ALL TIMES.
D. THE CONTRACTOR IS REQUIRED TO HOLD WEEKLY MEETINGS THROUGHOUT
THE DURATION OF THE PROJECT. OPERATIONAL SAFETY MUST BE A
STANDING AGENDA ITEM FOR DISCUSSION DURING THE PROGRESS
MEETINGS. ATTENDEES MUST INCLUDE CONTRACTOR, CONTRACTING
OFFICER, CPA REPRESENTATIVE, AND OTHER AGENCIES AS NEEDED (BECQ,
CUC, DPW, FIRE DEPARTMENT). OTHER WORK MAY BE IN PROGRESS AND
REQUIRE FURTHER COORDINATION.
UTILITY NOTES
A. 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.
SAFETY REQUIREMENTS
THE FOLLOWING SAFETY AND OPERATIONAL PRACTICES SHOULD BE OBSERVED.
A. CONDUCT "TAILGATE" SAFETY MEETINGS PRIOR TO EACH SHIFT.
OPERATIONAL SAFETY SHOULD BE A STANDING AGENDA ITEMS DURING
PROGRESS MEETINGS THROUGHOUT THE CONSTRUCTION PROJECT.
B. THE CONTRACTOR, CONTRACTING OFFICER AND AIRPORT MUST PERFORM
ONSITE SAFETY INSPECTIONS THROUGHOUT THE PROJECT, WITH IMMEDIATE
REMEDY OF ANY DEFICIENCIES, WHETHER CAUSED BY NEGLIGENCE,
OVERSIGHT OR PROJECT SCOPE CHANGE.
C. AIRPORT RUNWAYS AND TAXIWAYS MUST REMAIN IN USE BY AIRCRAFT.
REFER TO THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP).
D. CONTRACTORS AND SUPPLIER EMPLOYEES OR ANY UNAUTHORIZED
PERSONS MUST BE RESTRICTED FROM ENTERING AN AIRPORT OPERATIONS
AREA (AOA) WHERE NOT AUTHORIZED OR NECESSARY TO ENTER.
E. THE ENGINEER, AIRPORT, CONTRACTING OFFICER OR OTHER DESIGNATED
AIRPORT REPRESENTATIVE MAY ORDER THE CONTRACTOR TO SUSPEND
OPERATIONS, MOVE PERSONNEL, EQUIPMENT AND MATERIALS TO A SAFE
LOCATION, BARRICADE ANY OPEN TRENCHES AND STAND BY UNTIL
OPERATIONS ARE APPROVED TO RESUME.
CONSTRUCTION MAINTENANCE AND FACILITIES
MAINTENANCE
BEFORE BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST,
THROUGH THE AIRPORT, GIVE THE NOTICE TO AIRMEN (NOTAM) SYSTEM OF
PROPOSED LOCATION, TIME AND DATE OF COMMENCEMENT OF CONSTRUCTION.
UPON COMPLETION OF WORK AND RETURN OF ALL SUCH AREAS TO STANDARD
CONDITIONS, THE CONTRACTOR MUST, THROUGH THE AIRPORT, VERIFY THE
CANCELLATION OF ALL NOTICES ISSUED VIA THE NOTAM SYSTEM. THROUGHOUT
THE DURATION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR MUST:
A. BE AWARE OF AND UNDERSTAND THE SAFETY REQUIREMENTS AS
DESCRIBED IN AC 150/5370-2 OPERATIONAL SAFETY ON AIRPORTS DURING
CONSTRUCTION.
B. CONDUCT ACTIVITIES SO AS NOT TO VIOLATE ANY SAFETY STANDARDS
CONTAINED IN AC 150/5370-2 OR ANY OF THE REFERENCES THEREIN.
C. INSPECT ALL CONSTRUCTION AND STORAGE AREAS AS OFTEN AS
NECESSARY TO BE AWARE OF CONDITIONS.
D. PROMPTLY TAKE ALL ACTIONS NECESSARY TO PREVENT OR REMEDY ANY
UNSAFE OR POTENTIALLY UNSAFE CONDITIONS AS SOON AS THEY ARE
DISCOVERED.
RUNWAY SAFETY AREA (RSA) AND TAXIWAY
OBJECT FREE AREA (TOFA)
LIMIT CONSTRUCTION TO OUTSIDE OF THE RSA AND TOFA.
AIRPORT CONSTRUCTION SAFETY INFORMATION:
RUNWAY SAFETY AREA - 250' (77 meters) FROM CENTERLINE OF RUNWAY 08-26.
RUNWAY OBJECT FREE AREA - 400' (122 meters) FROM CENTERLINE OF RUNWAYS 08-26
TAXIWAY OBJECT FREE AREA - 193' (59 meters) FROM CENTERLINE OF ANY
TAXIWAY.
COORDINATION NOTES
EROSION / SEDIMENTATION CONTROL NOTES
CLOSED AREAS WARNINGS AND LIGHTING
A. HAZARDOUS AREA MARKING AND LIGHTING: HAZARDOUS AREAS ON THE
MOVEMENT AREA MUST BE MARKED WITH BARRICADES. THE BARRICADES
RESTRICT ACCESS AND MAKE HAZARDS OBVIOUS TO AIRCRAFT PERSONNEL
AND VEHICLES DURING PERIODS OF LOW VISIBILITY AND AT NIGHT. IDENTIFY
HAZARDOUS AREAS WITH RED FLASHING LIGHTS, THE HAZARDOUS AREA
MARKING AND LIGHTING WILL BE SUPPLIED BY THE CONTRACTOR AS
DEPICTED ON THE PLANS.
TEMPORARY LIGHTING, MARKING AND
SIGNAGE
TEMPORARY LIGHTING, MARKING, AND SIGNAGE IS NOT REQUIRED FOR THIS
PROJECT.
VEHICLE OPERATIONS, MARKINGS AND
CONTROL
A. WHEN ANY VEHICLE OTHER THAN ONE THAT HAS PRIOR APPROVAL FROM
THE AIRPORT MUST TRAVEL OVER ANY PORTION OF AN AIRCRAFT
MOVEMENT AREA IT WILL BE ESCORTED AND PROPERLY IDENTIFIED TO
OPERATE IN THOSE AREAS DURING DAYLIGHT HOURS. THE VEHICLE MUST
HAVE A FLAG OR BEACON ATTACHED TO IT. ANY VEHICLE OPERATING ON
THE MOVEMENT AREAS DURING THE HOURS OF DARKNESS OR REDUCED
VISIBILITY MUST BE EQUIPPED WITH A FLASHING DOME-TYPE LIGHT, THE
COLOR OF WHICH IS IN ACCORDANCE WITH ADVISORY CIRCULAR AC
150/5210-5.
B. IT MAY BE DESIRABLE TO CLEARLY IDENTIFY THE VEHICLES FOR CONTROL
PURPOSES BY EITHER ASSIGNED INITIALS OR NUMBERS THAT ARE
PROMINENT SHOULD BE A MINIMUM 8-INCH BLOCK-TYPE CHARACTERS OF A
CONTRASTING COLOR AND EASY TO READ. THEY MAY BE APPLIED EITHER BY
USING TAPE OR A WATER-SOLUBLE PAINT TO FACILITATE REMOVAL.
MAGNETIC SIGNS ARE ALSO ACCEPTABLE.
C. ACCESS TO THE JOB SITE MUST BE AS SHOWN ON THESE PLANS OR
DESIGNATED BY THE CONTRACTING OFFICER OR AIRPORT.
ADDITIONAL LIMITATIONS ON CONSTRUCTION INCLUDE:
A. PROHIBITING OPEN-FLAME WELDING OR TORCH CUTTING OPERATIONS
UNLESS ADEQUATE FIRE SAFETY PRECAUTIONS ARE PROVIDED AND THESE
OPERATIONS HAVE BEEN AUTHORIZED BY THE AIRPORT OPERATOR (AS
TAILORED TO CONFORM TO LOCAL REQUIREMENTS AND RESTRICTIONS).
B. PROMINENTLY MARKING OPEN TRENCHES, EXCAVATIONS AND STOCKPILED
MATERIALS AND LIGHTING THESE OBSTACLES DURING HOURS OF
RESTRICTED VISIBILITY AND DARKNESS.
C. MARKING AND LIGHTING CLOSED, DECEPTIVE AND HAZARDOUS AREAS ON
AIRPORTS, AS APPROPRIATE.
LIMITATIONS ON CONSTRUCTION
VEHICULAR TRAFFIC LOCATED IN OR CROSSING AN ACTIVE MOVEMENT AREA
MUST HAVE A WORKING TWO-WAY RADIO IN CONTACT WITH THE AIRPORT AND
THE CONTRACTING OFFICER OR BE ESCORTED BY A PERSON IN RADIO CONTACT.
THE CONTRACTOR MUST BE RESPONSIBLE FOR OBTAINING A SUFFICIENT
NUMBER OF AIRPORT COMPATIBLE RADIOS FOR THIS WORK AND SUPPLYING THE
FUNCTIONING RADIOS ON SITE PRIOR TO WORKING IN ANY CONTROLLED
AIRFIELD AREAS. THE DRIVER, THROUGH PERSONAL OBSERVATION, SHOULD
CONFIRM THAT NO AIRCRAFT IS APPROACHING THE VEHICLE POSITION.
CONSTRUCTION PERSONNEL MAY OPERATE IN A MOVEMENT AREA WITHOUT
TWO-WAY RADIO COMMUNICATION PROVIDED A NOTAM IS ISSUED CLOSING THE
AREA AND THE AREA IS PROPERLY MARKED TO PREVENT INCURSIONS.
TWO-WAY RADIO COMMUNICATIONS ARE REQUIRED BETWEEN CONTRACTOR,
AIRPORT AND THE CONTRACTING OFFICER. CONTINUOUS MONITORING IS
REQUIRED ONLY WHEN EQUIPMENT MOVEMENT IS NECESSARY IN CERTAIN
AREAS.
COMMON TRAFFIC ADVISORY FREQUENCY - MONITOR 123.6 MHZ
CONTRACTOR IS REQUIRED TO NOTIFY THE AIRPORT AND CONTRACTING
OFFICER PRIOR TO ENTERING ANY ACTIVE SAFETY AREA.
RADIO COMMUNICATIONS
WASTE AND LOOSE MATERIAL MUST NOT BE PLACED IN ACTIVE MOVEMENT
AREAS. MATERIALS TRACKED ONTO THESE AREAS MUST BE REMOVED
CONTINUOUSLY DURING THE WORK PROJECT. THE CONTRACTOR IS ADVISED
THAT DUST CONTROL, CLEANUP OF ACTIVE PAVEMENT TRACKING DEBRIS ONTO
ACTIVE PAVEMENT AND GENERAL JOBSITE CLEANLINESS IS A SERIOUS SAFETY
CONCERN DURING AIRPORT OPERATIONAL HOURS. FOREIGN OBJECT DEBRIS
(FOD) IS CONSIDERED ANY ITEM THAT COULD POSSIBLY IMPACT THE MOVING
AIRCRAFT. SPECIFIC ITEMS OF CONCERN INCLUDE, BUT ARE NOT LIMITED TO;
ANY PACKAGING FROM MATERIAL INSTALLATION, GRAVEL LEFT ON ACTIVE
PAVEMENTS, DUST TRACKED ONTO ACTIVE PAVEMENTS, HAND TOOLS, DROPPED
HARDWARE, ETC.
DEBRIS
ADHERE TO AIRPORT SECURITY REQUIREMENTS AT ALL TIMES. SECURE
IDENTIFICATION DISPLAY AREA (SIDA) REQUIREMENTS AND RELATED AIRPORT
FAMILIARIZATION REQUIREMENTS ARE MANDATORY. ANY GATE UTILIZED FOR
CONSTRUCTION PURPOSES MUST BE GUARDED BY CONTRACTOR SUPPLIED
SIDA BADGED PERSONNEL OR LOCKED AT ALL TIMES.
AIRPORT SECURITY
RUNWAY OBJECT FREE AREA
A. NO EQUIPMENT STOCKPILES, ETC. MAY BE STORED WITHIN THE
OBJECT FREE AREA ACTIVE PAVEMENTS.
B. PROVIDE A MINIMUM 30-DAY NOTICE TO CPA AIRFIELD LIGHTING
INSPECTOR FOR ANY MODIFICATION AND/OR INSPECTION
REQUIREMENTS.
C. PROVIDE AN AIRFIELD CERTIFIED SAFETY REPRESENTATIVE TO
WALK THE SITE WITH THE AOA AT 0600.
D. PERFORM A FOD CHECK ON ANY OF THEIR VEHICLES /
EQUIPMENT WHEN CROSSING A RUNWAY OR TAXIWAY AND
REMOVE ANY POTENTIAL FOD FROM THEIR VEHICLE / EQUIPMENT
E. RESPONSIBLE FOR ANY DAMAGE BECAUSE OF NOT COMPLYING
WITH THIS REQUIREMENT AND ASSOCIATED TIME DELAY.
ALL VEHICLE OPERATORS HAVING ACCESS TO THE MOVEMENT AREA MUST
ATTEND AND PASS AIRPORT PROVIDED VEHICLE MOVEMENT TRAINING TO
BECOME FAMILIAR WITH AIRPORT PROCEDURES FOR THE OPERATION OF
GROUND VEHICLES AND CONSEQUENCES OF NON-COMPLIANCE.
D.
17256548 050 454
09/24/2021
MARK PETERSEN, PM, PER
SAT-TO FORM DTD 01 OCT 2021
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1620531
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
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A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
NORTH
KEY PLAN
OVERALL
1 2
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
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
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A REFER TO SHEETS CD101 THROUGH CD105 FOR
ADDITIONAL DEMOLITION INFORMATION.
OVERALL DEMOLITION PLAN GENERAL
NOTES
B REFER TO SHEETS CF101 THROUGH CF142 FOR
ADDITIONAL PIPELINE DEMOLITION.
LEGEND
AREA OF TREES TO BE CLEARED AND GRUBBED
KEYNOTES
AREAS OF TREES TO BE CLEARED AND GRUBBED,
REFER TO CF114 - CF134
113 DEMOLITION SHOWN OCCURS WITHIN EXISTING
DEPRESSIONS. THE AREAS MUST BE CLEARED AND
GRUBBED PER THE SPECIFICATIONS.
SCALE
OVERALL DEMOLITION PLANA1 1:10000
17256549
09/24/2021
SCALE
DEMOLITION PLAN - AREA 1A1 1:400
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A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
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NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
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SHEET OF
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SCALE
A
ASPHALT PAVEMENT TO BE REMOVED
ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET MUST BE PROTECTED IN
PLACE.
KEYNOTES
LEGEND
FENCE AND CONCRETE MOWSTRIP TO BE REMOVED.
EXISTING ASPHALT ROADWAY
EXISTING CHAIN LINK FENCEX
EXISTING CONCRETE PAVEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DEMOLITION PLAN
GENERAL NOTES
75.00
75.25
FULL DEPTH ASPHALT PAVEMENT TO BE
REMOVED
AREAS OF TREES TO BE CLEARED AND GRUBBED.110
AREA OF TREES TO BE CLEARED AND GRUBBED
CD101
17256550 052 454
09/24/2021
DEMOLITION PLAN - AREA 2A1 1:400
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A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
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UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
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L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED MUST BE PROTECTED IN PLACE.
LEGEND
DEMOLITION PLAN
GENERAL NOTES
ASPHALT PAVEMENT TO BE REMOVED112
KEYNOTES
AREAS OF TREES TO BE CLEARED AND GRUBBED.110
EXISTING ASPHALT ROADWAY
EXISTING CHAIN LINK FENCEX
EXISTING CONCRETE PAVEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
75.00
75.25
FULL DEPTH ASPHALT PAVEMENT TO BE
REMOVED
AREA OF TREES TO BE CLEARED AND GRUBBED
113 DEMOLITION SHOWN OCCURS WITHIN EXISTING
DEPRESSIONS. REFER TO CD100 FOR CONTINUATION
OF STOCKPILE AREA. THE STOCKPILE AREAS MUST BE
CLEARED AND GRUBBED PER THE SPECIFICATIONS.
REFER TO CG106 GENERAL NOTE B FOR ADDITIONAL
DETAIL.
CD102
17256551 053 454
09/24/2021
D E
M O
LI
TI
O N
P
LA
N
A R
E A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
AREA 3
KEY PLANNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED MUST BE PROTECTED IN PLACE.
B REFER TO ELECTRICAL PLANS FOR OVERHEAD LINE
LOCATION.
KEYNOTES
LEGEND
DEMOLITION PLAN
GENERAL NOTES
AREAS OF TREES TO BE CLEARED AND GRUBBED110
EXISTING ASPHALT ROADWAY
EXISTING CHAIN LINK FENCEX
EXISTING CONCRETE PAVEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
75.00
75.25
AREA OF TREES TO BE CLEARED AND GRUBBED
EXISTING GRAVEL TO BE REMOVED
ASPHALT PAVEMENT TO BE REMOVED112
FULL DEPTH ASPHALT PAVEMENT TO BE
REMOVED
CD103
SCALE
DEMOLITION PLAN - AREA 3A1 1:400
17256552
7.2
R22.75
2.
09/24/2021
M O
LI
TI
O N
P
LA
N
A R
E A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
AREA 4
KEY PLANNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED MUST BE PROTECTED IN PLACE.
B REFER TO ELECTRICAL PLANS FOR OVERHEAD LINE
LOCATION.
LEGEND
DEMOLITION PLAN
GENERAL NOTES
KEYNOTES
AREAS OF TREES TO BE CLEARED AND GRUBBED110
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
75.00
75.25
AREA OF TREES TO BE CLEARED AND GRUBBED
CD104
SCALE
DEMOLITION PLAN - AREA 4A1 1:400
17256553
09/24/2021
CD105
E
M O
LI
TI
O N
P
LA
N
A R
E A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
AREA 5
KEY PLANNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
A ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED MUST BE PROTECTED IN PLACE.
AREAS OF TREES TO BE CLEARED AND GRUBBED.110
KEYNOTES
LEGEND
EXISTING ASPHALT PAVEMENT TO BE REMOVED112
DEMOLITION PLAN
GENERAL NOTES
EXISTING FULL DEPTH ASPHALT PAVEMENT
TO BE REMOVED
EXISTING GRAVEL TO BE REMOVED
AREA OF TREES TO BE CLEARED AND GRUBBED
PROPERTY LINEPL
EXISTING TREE TO BE REMOVED115
EXISTING CONCRETE PAVEMENT TO BE REMOVED118
SCALE
DEMOLITION PLAN - AREA 5A1 1:400
17256554
09/24/2021
OVERALL SITE PLAN - TIQA1 1:1000
CS100
O V
E R
A
LL
S
IT
E P
LA
N
TI
Q
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
KEY PLAN
OVERALL
1 2
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
SITE PLAN GENERAL NOTES
CHAIN LINK FENCE, RE: A4/CS504, A4/CS505
CHAIN LINK FENCE
X
ASPHALT ROADWAY
GRAVEL ROAD
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
KEYNOTES
LEGEND
BUILDING
HYDRANT PUMP HOUSE, REFER TO FUELS MECHANICAL
PLANS
TRUCK FILLSTAND, RE: A1/CS401202
GENERATOR BUILDING254
REFER TO ARCHITECTURAL PLANS FOR EXACT
BUILDING DIMENSIONS AND SPECIFICATIONS.
252 EXISTING WATER PUMP HOUSE
REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.
ALL AREA DISTURBED BY CONSTRUCTION ACTIVITIES
THAT ARE UNPAVED MUST BE SEEDED PER
SPECIFICATION 32 92 19.
CUT A STRAIGHT EDGE ALONG EXISTING ASPHALT
PAVEMENT FOR INSTALLATION OF NEW ASPHALT
PAVEMENT.
EXISTING ASPHALT ROADWAY
EXISTING CHAIN LINK FENCEX
EXISTING BUILDING
251 FUEL STORAGE TANK, RE: CF140
FUEL TRUCK PARKING, RE: A1/CS403205
CONCRETE SIDEWALK
248 PRT-231 AND WT-232, REFER TO FUELS MECHANICAL PLANS
249 FSII STORAGE TANK, REFER TO FUELS MECHANICAL PLANS
HEAVY DUTY CONCRETE PAVEMENT
B
D
A
C
E
PROPERTY LINEPL
EASEMENT LINE
DIESEL TANK SERVICE STATION, RE: A1/CF404256
220 GRAVEL ROADWAY, RE: B4/CS500
238 ASPHALT PAVEMENT, RE: D3/CS500
17256555 057 454
09/24/2021
SITE PLAN - AREA 1A1 1:400
CS101
S
IT
E P
LA
N
A
R E
A
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
SITE PLAN GENERAL NOTES
B
D
A
C REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.
REFER TO SHEET CS503 FOR MARKING DETAILS.
E
REFER TO ARCHITECTURAL PLANS FOR EXACT
BUILDING DIMENSIONS AND SPECIFICATIONS.
KEYNOTES
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
250 MECHANICAL YARD, RE: SB101 AND SB102
208 PARKING STRIPE, RE: C2/CS503
210 CONNECT TO EXISTING FENCE
GENERATOR BUILDING254
CHAIN LINK FENCE, RE: A4/CS504, A4/CS505
STOP BAR STRIPING, RE: C4/CS503206
STOP SIGN, RE: A1/CS503207
BUILDING
ASPHALT ROADWAY, RE: D3/CS500
GRAVEL PAVEMENT
X CHAIN LINK FENCE WITH CONCRETE MOW
STRIP, RE: A4/CS504 & A4/CS505
CONCRETE SIDEWALK, RE: C2/CS500
LIGHT POLES, REFER TO ELECTRICAL
PLANS
HANDHOLE, MANHOLE, REFER TO ELECTRICAL
PLANS
MH
PIPE HEADWALL
CATCH BASIN
HYDRANT PUMP HOUSE, RE: FUELS MECHANICAL PLANS
248 PRR-231 AND WT-232, RE: FUELS MECHANICAL PLANS
249 FSII STORAGE TANK, RE: FUELS MECHANICAL PLANS
CB
REFER TO SHEET CS601 FOR SITE PLAN POINT TABLES.
N&E POINT NUMBER
222 SIDEWALK, RE: C2/CS500
F ALL AREA DISTURBED BY CONSTRUCTION ACTIVITIES
THAT ARE UNPAVED MUST BE SEEDED PER
SPECIFICATION 32 92 19
DOUBLE SWING GATE, RE: C2/CS505212
HEAVY DUTY CONCRETE PAVEMENT, RE: D1/CS500
2XXX
P
LEGEND
213 ROADWAY EDGE LINE STRIPING (TYP), RE: D4/CS503
TRUCK FILLSTAND, RE: A1/CS401 & B1/CS401202
150 MM WHITE LINE209
ACCESSIBLE PARKING STRIPING, RE: A1/CS503 & C1/CS503261
219 PAVEMENT REPAIR, RE: B2/CS501
218 ASPHALT PAVEMENT TO EXIST, RE: D4/CS500
HEAVY DUTY CONCRETE PAVEMENT, RE: B2/CS500
256 DIESEL TANK SERVICE STATION, RE: A1/CF404
SPLASH BLOCKS, RE: ARCHITECTURAL DRAWINGS262
238 ASPHALT PAVEMENT, RE: D3/CS500
17256556
09/24/2021
SITE PLAN - AREA 2A1 1:400
CS102
S
IT
E P
LA
N
A
R E
A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
AREA 2
KEY PLAN
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
SITE PLAN GENERAL NOTES
KEYNOTES
LEGEND
CHAIN LINK FENCE, RE: A4/CS504, A4/CS505
REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.
REFER TO SHEET CS503 FOR MARKING DETAILS.
REFER TO ARCHITECTURAL PLANS FOR EXACT
BUILDING DIMENSIONS AND SPECIFICATIONS.
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
REFER TO SHEET CF150 FOR FUEL TANK INFORMATION.
REFER TO SHEET CS601 FOR SITE PLAN POINT TABLES.
N&E POINT NUMBER
ALL AREA DISTURBED BY CONSTRUCTION ACTIVITIES
THAT ARE UNPAVED MUST BE SEEDED PER
SPECIFICATION 32 92 19
2XXX
PROPERTY LINEPL
A
C
B
D E F G
LIGHT POLES, REFER TO ELECTRICAL
PLANS
HANDHOLE, MANHOLE, REFER TO ELECTRICAL
PLANS
MHP
X
ASPHALT ROADWAY, RE: D3/CS500
CHAIN LINK FENCE WITH CONCRETE MOW
STRIP, RE: A4/CS504 & A4/CS505
238 ASPHALT PAVEMENT, RE: D3/CS500
17256557
6.
09/24/2021
SITE PLAN - AREA 3A1 1:400
CS103
S
IT
E P
LA
N
A
R E
A
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
SITE PLAN GENERAL NOTES
KEYNOTES
LEGEND
X
251 FUEL STORAGE TANK
LIGHT POLES, REFER TO ELECTRICAL
PLANS
ASPHALT ROADWAY, RE: D3/CS500
HANDHOLE, MANHOLE, REFER TO ELECTRICAL
PLANS
MH
PIPE HEADWALL
CATCH BASINCB
CHAIN LINK FENCE WITH CONCRETE MOW
STRIP, RE: A4/CS504 & A4/CS505
STORM DRAIN MANHOLED
REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.
REFER TO SHEET CS503 FOR MARKING DETAILS.
REFER TO ARCHITECTURAL PLANS FOR EXACT
BUILDING DIMENSIONS AND SPECIFICATIONS.
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
REFER TO SHEET CF150 FOR TANK FARM INFORMATION.
REFER TO SHEET CS601 FOR SITE PLAN POINT TABLES.
N&E POINT NUMBER
246 FUEL CONTAINMENT STRUCTURE, RE: A1/CG504
ALL AREA DISTURBED BY CONSTRUCTION ACTIVITIES
THAT ARE UNPAVED MUST BE SEEDED PER
SPECIFICATION 32 92 19
213 ROADWAY EDGE LINE STRIPING (TYP), RE: D4/CS503
P
150 MM WHITE LINE209
257 REFUELER PARKING AREA
A
C
B
D E F G
219 PAVEMENT REPAIR, RE: B2/CS501
218 ASPAHLT PAVEMENT TO EXIST, RE: D4/CS500
CONCRETE SIDEWALK, RE: C2/CS500
HEAVY DUTY CONCRETE PAVEMENT, RE: D1/CS500
238 ASPHALT PAVEMENT, RE: D3/CS500
17256558
09/24/2021
SITE PLAN - AREA 4A1 1:400
CS104
S
IT
E P
LA
N
A
R E
A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
AREA 4
KEY PLANNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
SITE PLAN GENERAL NOTES
REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.
REFER TO SHEET CS503 FOR MARKING DETAILS.
REFER TO ARCHITECTURAL PLANS FOR EXACT
BUILDING DIMENSIONS AND SPECIFICATIONS.
KEYNOTES
LEGEND
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
251 FUEL STORAGE TANK
220 GRAVEL ROADWAY, RE: B4/CS500
CHAIN LINK FENCE, RE: A4/CS504, A4/CS505
LIGHT POLES, REFER TO ELECTRICAL
PLANS
LEASE BOUNDARY
X CHAIN LINK FENCE WITH CONCRETE MOW
STRIP, RE: A4/CS504 & A4/CS505
GRAVEL ROAD, RE: B4/CS500
EXISTING CHAIN LINK FENCEX
HANDHOLE, MANHOLE, REFER TO ELECTRICAL
PLANS
MH
PIPE HEADWALL
REFER TO SHEET CF150 FOR BULK FUEL STORAGE
INFORMATION.
REFER TO SHEET CS601 FOR SITE PLAN POINT TABLES.
N&E POINT NUMBER
ALL AREA DISTURBED BY CONSTRUCTION ACTIVITIES
THAT ARE UNPAVED MUST BE SEEDED PER
SPECIFICATION 32 92 19
P
210 CONNECT TO EXISTING FENCE
DOUBLE SWING GATE, RE: C2/CS505212
A
C
B
D E
F G
ASPHALT ROADWAY, RE: D3/CS500
238 ASPHALT PAVEMENT, RE: D3/CS500
17256559
09/24/2021
SITE PLAN - AREA 5A1 1:400
CS105
S
IT
E P
LA
N
A
R E
A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
KEY PLANNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
220 GRAVEL ROADWAY, GRAVEL PAVEMENT, RE: B4/CS500
KEYNOTES
LEGEND
SITE PLAN GENERAL NOTES
214 SEAPORT PUMPHOUSE UST PAD, RE: C3/CF403
222 SIDEWALK, RE: C2/CS500
237 SAWCUT PAVEMENT, RE: D4/CS500
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.
250 MECHANICAL YARD
X
BUILDING
203 BIO SECURITY CONTAINMENT FACILITY, RE: A1/CS502
256 PUMP AND CONTROLS BUILDING
CHAIN LINK FENCE, RE: CS507
GRAVEL, RE: B4/CS500
ASPHALT PAVEMENT, RE: D3/CS500
CONCRETE SIDEWALK, RE: C2/CS500
LIGHT POLE, REFER TO ELECTRICAL PLANS
HANDHOLE, MANHOLE, REFER TO ELECTRICAL
PLANSMH
CHAIN LINK FENCE WITH CONCRETE MOW
STRIP, RE: CS507
219 PAVEMENT REPAIR, RE: B2/CS501
REFER TO SHEET CS601-CS602 FOR SITE PLAN POINT
TABLES.
N&E POINT NUMBER
ALL AREA DISTURBED BY CONSTRUCTION ACTIVITIES
THAT ARE UNPAVED MUST BE SEEDED PER
SPECIFICATION 32 92 19
FIRE HYDRANT
2XXX
P
212 DOUBLE SWING GATE, RE: C2/CS505
OVERHEAD ELECTRIC LINEOHW
314 BOLLARD, RE: A2 & A3/A-541
315 PAD MOUNTED TRANSFORMER, RE: A1/E-503
A
B C
D
CHAIN LINK FENCE WITHOUT BARBS, RE: C1/CS508201
REFER TO SHEET CS503 FOR MARKING DETAILS.E
HEAVY DUTY CONCRETE PAVEMENT, RE: B2/CS500
REFER TO SHEET CF151 FOR FUEL TANK INFORMATION.F
316 PEDESTRIAN GATE, RE: A3/CS507
317 PORTABLE GENERATOR, RE: ELECTRICAL PLANS
EXISTING GRAVEL
AREA 5
17256560
2.000
09/24/2021
OVERALL GRADING AND DRAINAGE PLANA1 1:1000
CG100
O V
E R
A
LL
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P
LA
N
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
KEY PLAN
OVERALL
1 2
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
GRADING AND DRAINAGE PLAN GENERAL
NOTES
CONTOUR INTERVAL IS 1 m.
REFER TO SHEETS CG201 - CG204 FOR STORM DRAIN
PROFILES.
REFER TO SHEETS CG500 - CG505 FOR DRAINAGE DETAILS.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
STORM DRAIN
STORM DRAIN MANHOLE, RE: A1/CG500
CATCH BASIN, RE: B4/CG500
HEADWALL, RE: A3/CG501
D
CB
LEGEND
MINOR CONTOUR
SD
75.00
75.25
A B
C
17256561 063 454
09/24/2021
GRADING PLAN AND DRAINAGE - AREA 1A1 1:400
CG101
G R
A D
IN
G
P
LA
N A
N D
D R
A
IN
A G
E
A R
E A
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
AS SHOWN
1620531
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
NORTH
AREA 1
KEY PLAN
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
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
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
75.00
LEGEND
GRADING AND DRAINAGE PLAN GENERAL
NOTES
75.25
SPOT ELEVATIONS ARE TO TOP OF FINISH GRADE
UNLESS OTHERWISE STATED.
CONTOUR INTERVAL IS 0.25 m.
REFER TO SHEETS CG201 - CG206 FOR STORM DRAIN
PROFILES.
REFER TO SHEETS CG500 - CG503 FOR DRAINAGE DETAILS
REFER TO SHEET CG601 FOR KEYNOTE TABLES.
HEADWALL, RE: A3/CG501
CATCH BASIN, RE: B4/CG500CB
75.25
STORM DRAINSD
SWALE FLOWLINE
N&E POINT NUMBER ELEVATION RE: CS601
A
C B
D E
LIMITS OF DISTURBANCE
A1
CG402
375mm STORM LINE (SD01)
450mm STORM LINE
(SD02)
200mm STORM LINE
(SD06)
B1
CG401
17256562
09/24/2021
GRADING AND DRAINAGE PLAN - AREA 2A1 1:400
CG102
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P
LA
N
A R
E A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
AREA 2
KEY PLAN
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
STORM DRAIN
CATCH BASIN, RE: B4/CG500CB
SD
LEGEND
GRADING AND DRAINAGE PLAN GENERAL
NOTES
HEADWALL, RE: A3/CG501
SWALE FLOWLINE
75.00
75.25
SPOT ELEVATIONS ARE TO TOP OF FINISH GRADE
UNLESS OTHERWISE STATED.
CONTOUR INTERVAL IS 0.25 m.
REFER TO SHEETS CG201 - CG206 FOR STORM DRAIN
PROFILES.
REFER TO SHEETS CG500 - CG503 FOR DRAINAGE DETAILS.
REFER TO SHEET CG601 FOR KEYNOTE TABLES.
75.25
REFER TO SHEET CF152 FOR GRADING WITHIN TANK AREA.
N&E POINT NUMBER ELEVATION RE: CS601
A
C B
D E F
LIMITS OF DISTURBANCE
17256563 065 454
09/24/2021
GRADING AND DRAINAGE PLAN - AREA 3A1 1:400
CG103
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P
LA
N
A R
E A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
AREA 3
KEY PLANNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
MATCH EXISTING GRADEEG
LEGEND
GRADING AND DRAINAGE PLAN GENERAL
NOTES
SWALE FLOWLINE
STORM DRAIN CLEANOUT, RE:
C4/CG502
CO
75.00
75.25
SPOT ELEVATIONS ARE TO TOP OF FINISH GRADE
UNLESS OTHERWISE STATED.
CONTOUR INTERVAL IS 0.25 m.
REFER TO SHEETS CG201 - CG204 FOR STORM DRAIN
PROFILES.
REFER TO SHEETS CG500 - CG503 FOR DRAINAGE DETAILS.
REFER TO SHEET CG601 FOR KEYNOTE TABLES.
75.25
STORM DRAIN
STORM DRAIN MANHOLE, RE: A1/CG500
CATCH BASIN, RE: B4/CG500
D
CB
SD
HEADWALL, RE: A3/CG501
REFER TO SHEET CF152 FOR GRADING WITHIN TANK AREA.
N&E POINT NUMBER ELEVATION RE: CS601
A
C B
D E F
LIMITS OF DISTURBANCE
200mm
STORM LINE
(SD07)
750mm
STORM LINE
(SD03)
300mm
STORM LINE
(SD07)
900mm
STORM LINE
(SD03)
900mm
STORM LINE
(SD03) 900mm
STORM LINE
(SD03)
200mm
STORM LINE
(SD06)
17256564 066 454
09/24/2021
GRADING AND DRAINAGE PLAN - AREA 4A1 1:400
CG104
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P
LA
N
A R
E A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
AREA 4
KEY PLANNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
MATCH EXISTING GRADEEG
LEGEND
GRADING AND DRAINAGE PLAN GENERAL
NOTES
75.00
75.25
SPOT ELEVATIONS ARE TO TOP OF FINISH GRADE
UNLESS OTHERWISE STATED.
CONTOUR INTERVAL IS 0.25 m.
REFER TO SHEET CG206 FOR STORM DRAIN PROFILES.
REFER TO SHEETS CG500 - CG503 FOR DRAINAGE DETAILS.
REFER TO SHEET CG601 FOR KEYNOTE TABLES.
75.25
STORM DRAIN
STORM DRAIN MANHOLE, RE: A1/CG500D
SD
HEADWALL, RE: A3/CG501
REFER TO SHEET CF152 FOR GRADING WITHIN TANK AREA.
N&E POINT NUMBER ELEVATION RE: CS601
RIP-RAP, RE: B4/GC500
A
C B
D E F
LIMITS OF DISTURBANCE
GRADING SHOWN OCCURS WITHIN EXISTING
DEPRESSIONS. PRIOR TO PLACING SOILS, THE AREAS
MUST BE CLEARED AND GRUBBED PER THE
SPECIFICATIONS. ONCE PILES ARE COMPACTED THEY
MUST BE SEEDED AND EROSION CONTROL PROVIDED
WHILE A STAND OF GRASS BECOMES ESTABLISHED.
G
900mm STORM LINE
(SD03)
1200mm STORM LINE
(SD03)
1200mm STORM LINE
(SD03)
17256565
600mm STORM LINE
(SD04)
450mm STORM LINE
(SD05)
09/24/2021
GRADING AND DRAINAGE PLAN - AREA 5A1 1:400
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
AS SHOWN
1620531
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
NORTH
KEY PLANNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
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
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
TOP OF PAVEMENT
FINISH GRADE
HIGH POINT
LOW POINT
MATCH EXISTING GRADE
TP
G
HP
LP
EG
LEGEND
GRADING AND DRAINAGE PLAN GENERAL
NOTES
POL PETROLEUM OFFLOAD LINE
75.00
75.25
SPOT ELEVATIONS ARE TO TOP OF FINISH GRADE
UNLESS OTHERWISE STATED.
CONTOUR INTERVAL IS 0.25 m.
REFER TO SHEETS CG205 - CG206 FOR STORM DRAIN
PROFILES.
REFER TO SHEETS CG500 - CG502 FOR DRAINAGE DETAILS.
REFER TO SHEET CG601 FOR KEYNOTE TABLES.
75.25
STORM DRAINSD
HEADWALL, RE: A3/CG501
OUTFALL CONTROL STRUCTURE, RE: A1/CG502CB
A
C B
D E
CENTERLINE OF SWALE
TOP OF SIDEWALKTS
LIMITS OF DISTURBANCE
TOP OF WALLTW
CG105
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P
LA
N
A R
E A
AREA 5
17256566
09/24/2021
LE
V A
TI
O
N
IN
M E
TE
R
S
E
LE
V A
TI
O
N
IN
M E
TE
R
STATION
SP-1
0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180
E
LE
V A
TI
O
N
IN
M E
TE
R
S
E
LE
V A
TI
O
N
IN
M E
TE
R
STATION
S9-2
0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180
SCALE
GRADING AND DRAINAGE PLAN - STOCKPILE AREAA1 1:1000
CG106
G R
A D
IN
G
A N
D D
R A
IN
A
G E
P
LA
N
S
TO
C K
P
IL
E A
R E
A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
KEY PLANNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
LEGEND
GRADING AND DRAINAGE PLAN GENERAL
NOTES
75.00
75.25
CONTOUR INTERVAL IS 0.25 m.
75.25
STORM DRAIN
STORM DRAIN MANHOLE, RE: A1/CG500D
SD
HEADWALL, RE: A3/CG501
A
LIMITS OF DISTURBANCE
GRADING SHOWN OCCURS WITHIN EXISTING
DEPRESSIONS. PRIOR TO PLACING SOILS, THE AREAS
MUST BE CLEARED AND GRUBBED PER THE
SPECIFICATIONS. ONCE PILES ARE COMPACTED THEY
MUST BE SEEDED AND EROSION CONTROL PROVIDED
WHILE A STAND OF GRASS BECOMES ESTABLISHED.
B
4H:1V SLOPE
4H:1V SLOPE
5.0 BENCH
5.0 FILL HEIGHT BETWEEN BENCHES
5% SLOPE
5.0 FILL HEIGHT BETWEEN BENCHES
5% SLOPE
SP-1
S9-2
17256567 069 454
09/24/2021
OVERALL UTILITY PLANA1 1:1000
CU100
O V
E R
A
LL
U
TI
LI
TY
P
LA
N
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
KEY PLAN
OVERALL
1 2
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
UTILITY PLAN GENERAL NOTES
LEGEND
POTABLE WATER LINE
SANITARY SEWERSS
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
S SANITARY MANHOLE
LIGHT FIXTURE
PW
RAW WATER LINERW
C
PETROLEUM, OIL, LUBRICANTS
UNDERGROUND ELECTRICEU
UNDERGROUND COMMUNICATIONS
REFER TO SHEETS CU500 - CU502 FOR UTILITY DETAILS.A
B REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
C REFER TO SHEETS CU201 - CU205 FOR UTILITY PROFILES.
D REFER TO SHEET CU601 FOR KEYNOTE TABLE.
E NOTIFY CONTRACTING OFFICER 30 DAYS PRIOR TO
REMOVAL OR REPLACEMENT OF EXISTING FENCE.
POL
17256568
09/24/2021
UTILITY PLAN - AREA 1A1 1:400
CU101
U
TI
LI
TY
P
LA
N
A R
E A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
A
TI
O N
A L
A
IR
P O
R T
(T
IQ
TI
N
IA
N , C
N M
I
S Y
M D
E S
C R
IP
TI
O N
D A
TE
AS SHOWN
1620531
N A
V
FA
C P
A C
IF
IC
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
FY
M C
A F
P -9
/ P A
F1
A P
S I F
U E
L
TA
N K
S W
IT
H
R E
C E
IP
T
P
IP
E
LI
N E
H
Y D
R A
N T
S Y
S
TE
M
NORTH
AREA 1
KEY PLAN
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
10 SEP 2021
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
DATE
M A
K A
LA
P
A , H
A W
A
II
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
FIRE PROTECTION
CN
KY
K. YOSHIMOTO
JC
N A
V
FA
C P
A C
IF
IC
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
FI
N
A L
R E
-D E
S
IG
N S
U B
M
IT
TA
L
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
C
POTABLE WATER LINE
LEGEND
UTILITY PLAN GENERAL NOTES
SANITARY SEWERSS
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT, RE: C3/CU501
S SANITARY MANHOLE, RE: A4/CU501
LIGHT FIXTURE
PW
POL
UNDERGROUND ELECTRICEU
UNDERGROUND COMMUNICATIONS
RAW WATER LINERW
REFER TO SHEETS CU500 - CU502 FOR UTILITY DETAILS.
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
REFER TO SHEETS CU201 - CU205 FOR UTILITY PROFILES.
REFER TO SHEET CU601 FOR KEYNOTE TABLE.
EXISTING POTABLE WATER LINEPWx
EXISTING RAW WATER LINERWx
NOTIFY CONTRACTING OFFICER 30 DAYS PRIOR TO
REMOVAL OR REPLACEMENT OF EXISTING FENCE.
AIR RELIEF VALVE, RE: A1/CU501
A B
C
D
E
PETROLEUM, OIL, LUBRICANTS
SSx EXISTING SANITARY SEWER
503 504
554 555
17256569
09/24/2021
UTILITY PLAN - AREA 2A1 1:400
CU102
LEGEND
UTILITY PLAN GENERAL NOTES
POTABLE WATER LINE
SANITARY SEWERSS
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT, RE: C3/CU501
S SANITARY MANHOLE, RE: A4/CU501
LIGHT FIXTURE
PW
RAW WATER LINERW
C
UNDERGROUND ELECTRICEU
UNDERGROUND COMMUNICATIONS
REFER TO SHEETS CU500 - CU502 FOR UTILITY DETAILS.
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
REFER TO SHEETS CU201 - CU205 FOR UTILITY PROFILES.
REFER TO SHEET CU601 FOR KEYNOTE TABLE.
EXISTING RAW WATER LINERWx
NOTIFY CONTRACTING OFFICER 30 DAYS PRIOR TO
REMOVAL OR REPLACEMENT OF EXISTING FENCE.
A B
C
D
E
PETROLEUM, OIL, LUBRICANTSPOL
U
TI
LI
TY
P
LA
N
A R
E A
300mm FL01
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
AS SHOWN
1620531
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A/E Contract No. N62742-17-D-0003
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0304
JEG NO. WFXO6309
NORTH
AREA 2
KEY PLAN
NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
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
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
17256570
09/24/2021
UTILITY PLAN - AREA 3A1 1:400
CU103
U
TI
LI
TY
P
LA
N
A R
E A
KATHYRIYA H. KENNEDY
TX 98244
KHK GFB JDE
1 2 3 4 5
D
C
B
A
1 2…
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