20R1313-AMD3 Dwgs.pdf
PDF 9 MB Posted
- Solicitation number
- N6274220R1313
About this file
This solicitation seeks proposals for a construction project at Tinian International Airport in the Commonwealth of the Northern Mariana Islands. The work includes site development for Air Force access with cleared and paved areas, security fencing, drainage, utility connections, demolition of WWII structures, construction of a water well, and unexploded ordnance remediation to provide a complete usable site. An option is included for construction of a 12-aircraft parking apron and taxiways using standard airfield concrete and asphalt, with hydrant fueling components. Proposals are due within 360 days of contract award for the optional work. The soliciting agency is the Naval Facilities Engineering Command of the Department of the Navy.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 20R1313-Note9.pdf | ||
| 20R1313-AMD10.pdf | ||
| 20R1313-AMD7 Dwgs.pdf | ||
| 20R1313-AMD2 Dwgs.pdf | ||
| 20R1313-AMD8 Dwgs.pdf | ||
| 20R1313-Note8.pdf | ||
| 20R1313-AMD9.pdf | ||
| 20R1313-Note7.pdf | ||
| 20R1313-AMD8.pdf | ||
| 20R1313-Note6.pdf | ||
| 20R1313-Note5.pdf | ||
| 20R1313-AMD7.pdf | ||
| 20R1313-AMD6.pdf | ||
| 20R1313-SV Sign-In.pdf | ||
| 20R1313-Note4.pdf | ||
| 20R1313-AMD5.pdf | ||
| 20R1313-AMD4.pdf | ||
| 20R1313-Note3.pdf | ||
| 20R1313-AMD3.pdf | ||
| 20R1313-Note2.pdf | ||
| 20R1313-Note1.pdf | ||
| 20R1313-AMD2.pdf | ||
| 20R1313_AMD1.pdf | ||
| 20R1313_Specs_PARTA.pdf | ||
| 20R1313_P9021Dwgs.pdf | ||
| 20R1313_Specs_PARTB.pdf | ||
| 20R1313_P9022Dwgs.pdf | ||
| 20R1313-RFP.pdf | ||
| 20R1313_Specs_PARTC.pdf |
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Text version
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1 2 3 4 5
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DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0308
JEG NO. WFXO6311
KEY PLAN
NORTH
FY
M C
AF
P
-9
AP
SI
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KI
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JAMES D. EMERSON
62773
SCALE
CONSTRUCTION PHASING PLANS - RELOCATED THRESHOLD PLAN - 1 OF 3A1 1:2000
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A MARKING REMOVAL SHALL BE ACCOMPLISHED BY PHYSICAL
REMOVAL. PAINTING OVER MARKINGS TO OBSCURE THEM IS
NOT PERMITTED.
B FOR PAVEMENT MARKING DETAILS, SEE SHEET G-107.
CONSTRUCTION PHASING PLAN
GENERAL NOTES
C ALL PAVEMENT MARKINGS EXCEPT RUNWAY SHOULDER
MARKING TO BE OUTLINED WITH 0.15M BLACK OUTLINE.
D ALL WHITE PAVEMENT MARKINGS TO BE RETROREFLECTIVE.
LEGEND
X
EXISTING AOA FENCE
PROPOSED AOA FENCE
X
LOW PROFILE BARRICADE
17247634
E ALL PERMANENT AND TEMPORARY MARKING
REMOVAL MUST BE ACCOMPLISHED ACCORDING
TO FAA AC 150/5340-1M FIGURE 1-1 THRU 1-5.
AM
EN
D
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T #3
J
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05-21-2020
KATHYRIYA H. KENNEDY
98244
07/31/201807/02/2020
THE ABOVE SEAL COVERS THE
WORK ASSOCIATED WITH DELTA 1
DATED 07/02/220
D ALL WHITE PAVEMENT MARKINGS TO BE RETROREFLECTIVE.
RUNWAY EDGE FIXTURES ARE 45 W LAMPS WITH 45 W
ISOLATION TRANSFORMERS. TAXIWAY EDGE FIXTURES ARE
30 W WITH 30 W ISOLATION TRANSFORMERS.
E
RM
KY
K. YOSHIMOTO
JC
07/14/2020
Mark Petersen Dated: 26 May 2020
EVAN MIZUE
D
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B
A
1 2 3 4 5
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N
IA
N
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TEXAS REGISTERED ENGINEERING FIRM F-2966
D
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DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0308
JEG NO. WFXO6311
KEY PLAN
NORTH
FY
M C
AF
P
-9
AP
SI
P
AR
KI
N
G A
PR
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SCALE
CONSTRUCTION PHASING PLANS - RELOCATED THRESHOLD PLAN - 2 OF 3A1 1:2000
G-105
LEGEND
X
EXISTING AOA FENCE
PROPOSED AOA FENCE
X
LOW PROFILE BARRICADE
M
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N
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SH
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H R
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H
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LA
N
O F
A MARKING REMOVAL SHALL BE ACCOMPLISHED BY PHYSICAL
REMOVAL. PAINTING OVER MARKINGS TO OBSCURE THEM IS
NOT PERMITTED.
B FOR PAVEMENT MARKING DETAILS, SEE SHEET G-107.
CONSTRUCTION PHASING PLAN
GENERAL NOTES
C ALL PAVEMENT MARKINGS EXCEPT RUNWAY SHOULDER
MARKING TO BE OUTLINED WITH 0.15M BLACK OUTLINE.
D ALL WHITE PAVEMENT MARKINGS TO BE RETROREFLECTIVE.
17247635
TEXAS REGISTERED ENGINEERING FIRM F-2966 SEAL
05-21-2020
. PROVIDE 53 MM
RIGID GALVANIZED STEEL CONDUIT, BLOCK ON
GRADE WITH NON-DESTRUCTIVE MEANS THAT
ALLOW FOR WHEEL VEHICLE TRAFFIC TO PASS
OVER, SUCH AS LUMBER AND/OR SANDBAGS TO
HOLD BLOCKING IN PLACE.
A M
EN
D
M
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T
JU
L2
J
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NEW EDGE LIGHT WITH
W,Y (WHITE, YELLOW)
LENS (TYP) 31
J
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KATHYRIYA H. KENNEDY
98244
07/31/201807/02/2020
THE ABOVE SEAL COVERS THE
WORK ASSOCIATED WITH DELTA 1
DATED 07/02/220
07/14/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
OVERALLNOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
R1-6 R1-7R1-1 R1-2 R1-3 R1-4 R1-5
JAMES D. EMERSON
62773
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 SHALL BE PROTECTED IN
PLACE.
FENCE AND CONCRETE MOW STRIP TO BE REMOVED.
FENCE FABRIC AND POSTS TO BE SALVAGED BY THE
CONTRACTOR AND DELIVERED TO DESIGNATED SITE
IDENTIFIED BY CPA ON CPA PROPERTY.
GRAVEL TO BE REMOVED
AREA OF TREES TO BE CLEARED AND GRUBBED
GRAVEL ROADWAYS TO BE REMOVED120
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
EXISTING ASPHALT PAVEMENT TO BE REMOVED115
C CONTRACTOR MAY USE STOCKPILE AREA INDICATED
FOR SPOILS. CONTRACTOR SHALL CLEAR AND GRUB
AREA AND ENSURE SPOILS ARE CLEAN AND PLACED
PER SWPPP.
CD100
O
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R
AL
L D
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O
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TI
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P
LA
N
17247492
SOIL STOCKPILE AREA 1
AM
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T #3
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JAMES D. EMERSON
62773
JAMES D. EMERSON
6626666 773
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07/09/2020
07/14/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen
A ALL EXISTING IMPROVEMENTS NOT SHOWN TO BE
REMOVED ON THIS SHEET SHALL BE PROTECTED IN
PLACE.
LEGEND
KEYNOTES
DEMOLITION PLAN GENERAL NOTES
B ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE
STATED.
C CONTRACTOR SHALL CUT A STRAIGHT EDGE ALONG
EXISTING ASPHALT PAVEMENT FOR INSTALLATION OF
NEW PAVEMENT.
D REFER TO CONSTRUCTION PHASING NOTES SHEET
G-101 AND PHASING SHEET G-103 FOR WORK WITHIN
THE ROFA (RUNWAY OBJECT FREE AREA).
SHOULDER PAVEMENT TO BE REMOVED112
REMOVE LOW PROFILE BARRICADE113
REMOVE CLOSED TAXIWAY MARKING114
DISTANCE FROM RUNWAY CENTERLINE TO RUNWAY
OBJECT FREE AREA (ROFA)
AREA OF TREES TO BE CLEARED AND GRUBBED110
GRAVEL ROADWAYS TO BE REMOVED111
FULL DEPTH ASPHALT PAVEMENT TO BE REMOVED
AREA OF TREES TO BE CLEARED AND GRUBBED
GRAVEL TO BE REMOVED
REMOVE ASPHALT PAVEMENT116
KHK SMC JDE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
AS SHOWN
1607704
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0308
JEG NO. WFXO6311
KEY PLAN
OVERALL
NORTH
JAMES D. EMERSON
62773
SCALE
DEMOLITION PLANA1 1:3000
CD101
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17247668
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07/09/2020
07/14/2020
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K. YOSHIMOTO
JC
Mark Petersen
D
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D
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DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0308
JEG NO. WFXO6311
KEY PLAN
AREA 3
NORTH
FY
M C
AF
P
-9
AP
SI
P
AR
KI
N
G A
PR
O
N
JAMES D. EMERSON
62773
SCALE
SITE PLAN - AREA 3A1 1:400
LEGEND
SITE PLAN GENERAL NOTES
ASPHALT SHOULDER, RE: D1/CS500
LIGHT POLES, REFER TO ELECTRICAL PLANS
APRON/TAXIWAY LIGHTS
FIRE HYDRANT
A
C
ALL DIMENSIONS SHOWN ARE IN METERS UNLESS
OTHERWISE STATED.
D REFER TO SHEET CS500 FOR PAVEMENT SECTIONS.
REFER TO ELECTRICAL PLANS FOR ALL SITE LIGHTING
INFORMATION.
REFER TO ARCHITECTURAL PLANS FOR MAINTENANCE
FACILITY DIMENSIONS.
CONTRACTOR SHALL CUT A STRAIGHT EDGE ALONG
EXISTING ASPHALT PAVEMENT FOR INSTALLATION OF NEW
ASPHALT PAVEMENT.
B REFER TO SHEETS CS140 - CS150 FOR PAVEMENT
MARKING PLAN.
ASPHALT APRON PAVEMENT
RE: B3/CS500
KEYNOTES
APRON/TAXIWAY LIGHTS208
E
F
FUEL VALVE PIT, REFER TO FUEL PLAN
GRAVEL ROAD, RE: A3/CS500
PAD MOUNTED TRANSFORMER. REFER TO ELECTRICAL
PLANS
FUEL VALVE PIT, REFER TO FUEL PLANS.252
ASPHALT PAVEMENT REPAIR201
CS104
SI
TE
P
LA
N
AR
EA
17247673
AM
EN
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T #3
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62626262626262626262626262626262626262626277777777777777777777777777777777777777777333333333333333333333
07/09/2020
07/14/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen
D
C
B
A
1 2 3 4 5
AS SHOWN
1607709
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
NORTH
KEY PLAN
AREA 7NOTE:
UNLESS OTHERWISE STATED, ALL CIVIL AND
ELECTRICAL PLAN SHEETS DIMENSIONS ARE
IN METERS.
JAMES D. EMERSON
62773
CG107
G R
AD
IN
G A
N D
D R
AI
N
AG
E
PL
AN
AR
EA
SCALE
GRADING AND DRAINAGE PLAN - AREA 7A1 1:400
A SPOT ELEVATIONS ARE TO TOP OF FINISH GRADE
UNLESS OTHERWISE STATED.
B
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
MAJOR CONTOUR
MINOR CONTOUR
CONTOUR INTERVAL IS 0.25 m.
LEGEND
GRADING AND DRAINAGE PLAN
GENERAL NOTES
75.00
75.00
74.25
74.25
LIMITS OF GRADING
ELEVATION POINT
C STRUCTURES TABLE, RE: CG200,CG201,CG202 & CG503
D LOCATION POINT TABLES, RE: CS503 TO CS505
KEYNOTES
263 RIPRAP, RE: A1/GC501
STORMWATER
BASIN
408 407
SD02
17247526
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07/14/2020
RM
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K. YOSHIMOTO
JC
Mark Petersen
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N
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FA
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AC
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N
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TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0308
JEG NO. WFXO6311
KEY PLAN
AREA 3
NORTH
FY
M C
AF
P
-9
AP
SI
P
AR
KI
N
G A
PR
O
N
JAMES D. EMERSON
62773
SCALE
UTILITY PLAN AREA 3A1 1:400
CU103
U
TI
LI
TY
P
LA
N A
R
EA
LEGEND
UTILITY PLAN GENERAL NOTES
A
B REFER TO ELECTRICAL PLAN SHEETS FOR ELECTRIC,
COMMUNICATION, AND FIBER OPTIC LOCATIONS.
REFER TO SHEETS CU500 - CU501 FOR UTILITY DETAILS.
C ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE
STATED.
126 OPEN CUT REMOVE AND REPLACE ASPHALT
KEYNOTES
FIRE HYDRANT
FUEL LINEPOL
GATE VALVE WITH VALVE BOX
EXISTING POTABLE WATER LINE
EXISTING SANITARY SEWER LINE
PW
EXISTING RAW WATER LINERW
SS
RAW WATER LINERW
AIR RELEASE VALVE
PIV
17247714
AM
EN
D
M
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T #3
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07/09/2020
07/14/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen
D
C
B
A
1 2 3 4 5
TI
N
IA
N
IN
TE
R N
AT
IO
N
AL
A
IR
PO
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N
IA
N
, C N
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D
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C R
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D
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AS SHOWN
1607704
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
D
C
B
A
DRAWFORM REVISION: 30 APR 2015
A/E Task Order No. N6274219F0308
JEG NO. WFXO6311
KEY PLAN
NORTH
FY
M C
AF
P
-9
AP
SI
P
AR
KI
N
G A
PR
O
N
JAMES D. EMERSON
62773
UTILITY PLAN GENERAL NOTES
A
B REFER TO ELECTRICAL PLAN SHEETS FOR ELECTRIC,
COMMUNICATION, AND FIBER OPTIC LOCATIONS.
REFER TO SHEETS CU500 - CU501 FOR UTILITY DETAILS.
C REFER TO UTILITY PLANS, CU100-CU103 SERIES, FOR
UTILITY DESIGN.
D VERTICAL TIEDOWNS ARE REQUIRED AT ALL VERTICAL
BENDS.
CU203
R
AW
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PR
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A 0+
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EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
VERTICAL SCALE
HORIZONTAL SCALE
300MMØ RAW WATER LINE PROFILE WL2 STA 0+420 TO STA 0+580C1
1:100
1:400
VERTICAL SCALE
HORIZONTAL SCALE
300MMØ RAW WATER LINE PROFILE WL3 STA -0+020 TO STA 0+200B1
1:100
1:400
VERTICAL SCALE
HORIZONTAL SCALE
300MMØ RAW WATER LINE PROFILE WL4 STA -0+020 TO STA 0+120A1
1:100
1:400
17247717
AM
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62773
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#300
07/09/2020
07/14/2020
RM
KY
K. YOSHIMOTO
JC
Mark Petersen
ATG GBB
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
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
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
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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
C O
M M
AN
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
FIRE PROTECTION
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SEAL
A/E INFO
D
C
B
A
CAZ
DRAWFORM REVISION: 30 APR 2015
DATE
FY
M C
AF
P
-9
AP
SI
A
IR
FI
EL
D D
EV
EL
O
PM
EN
T
PH
AS
E
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
ANDREW T. GARDNER
OF TEXASSTATE
ALNOISSEF
O
R P
ENGIN
EE
R
NSEDECIL
130901
SCALE
OVERHEAD POLE RISERA1 NTS SCALE
POLE MOUNTED TRANSFORMERA4 NTS
CROSSARM
BRACE
SUSPENSION
TYPE 15/25 KV
INSULATOR
SECONDARY CLEVIS
WITH SPOOL INSULATOR
25 KV 1/C
TERMINATION
PRIMARY
CONDUCTOR
POTHEAD MOUNTING
BRACKET AND
GROUND
CONNECTION
COMPRESSION TYPE AND
HOT LINE CLAMP STIRRUP
#4 SOLID
COPPER IN 21
MM CONDUIT
TRI-MOUNT BRACKET FOR
DISCONNECT SWITCH AND
LIGHTNING ARRESTORS.
PROVIDING A SECOND
CROSSARM FOR MOUNTING
OF DISCONNECT AND
ARRESTORS IS ALSO
ACCEPTABLE.
NEUTRAL CONDUCTOR
GRADE
GROUND ROD
EXOTHERMIC WELD 75
m m
M
IN
m m
M
IN
STUB UP AND CAP SPARE
CONDUIT 150 MM ABOVE GRADE
PVC TO RIGID STEEL ADAPTER
CONCRETE ENCASEMENT
LIGHTNING
ARRESTOR
METAL OXIDE,
DISTRIBUTION
CLASS
FRONT VIEW
SIDE VIEW
E-504
D
ET
AI
LS
CONCRETE POLES
CROSSARM BRACE
SUSPENSION TYPE
15/25 KV INSULATOR
SECONDARY CLEVIS
WITH SPOOL INSULATOR
THREE SINGLE PHASE
TRANSFORMERS
PRIMARY CONDUCTOR
25 KV FUSED CUT OUT
COMPRESSION TYPE AND
HOT LINE CLAMP STIRRUP
#4 SOLID COPPER IN 21 MM CONDUIT
TRI-MOUNT BRACKET FOR
FUSED CUT OUTS AND
LIGHTNING ARRESTORS
NEUTRAL CONDUCTOR
GRADE
GROUND ROD
EXOTHERMIC WELD 75
M
IN
M
IN
STUB UP AND CAP SPARE
CONDUIT 150 MM ABOVE GRADE
PVC TO RIGID STEEL ADAPTER. WRAP METALLIC
CONDUIT WITH CORROSION RESISTANT TAPE.
CONCRETE ENCASEMENT
SECONDARY
CONDUCTORS
0m m
POSITION OF
GUY
m m
POSITION OF
GUY
RIGID ALUMINUM CONDUIT
RISER WITH END FITTING. RE: E-600
FOR FEEDER DESCRIPTION.
RIGID ALUMINUM CONDUIT
RISER WITH END FITTING. 127 MM
UNLESS OTHERWISE NOTED, WITH
LENGTH AS REQUIRED.
17247605
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600A, 25 KV DISTRIBUTION
CLASS SOLID BLADE
DISCONNECT SWITCH
KY
RM
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
07/06/2020
SCALE
WATER WELL ONE LINE DIAGRAMA1 N.T.S.
13.8kV:480/277V
(3) 10 kVA (30 kVA TOTAL)
T-W2
60 HZ
FUSED CUT-OUT
M
NEW SECTION OF
OVERHEAD 13.8KV, 60 HZ
FEEDER FROM POLE AT
EXISTING WELL HOUSE
(3) SINGLE PHASE
POLE MOUNTED
TRANSFORMERS
ENCLOSED METER
MOUNTED AT POLE
HP-W2, 100 A, 480/277 V
3 P, 4 W, 60 HZ, 10000 SCCR
WATER WELL 2 AREA
60 AT
3P
20 AT
3P
SPD
480V, 60 HZ
50 A, 3P
MTS
45 AT
N G
CONNECTION
GEN
CABINET
50 4
50 4
50 4
50 A RATED
NEMA 4X
600A, 3-WAY, 15 KV SECTIONALIZING CABINET
FOR OVERHEAD TO UNDERGROUND TRANSITION
DEMOLISH EXISTING DIRECT
BURIED 750 KCMIL AL FEEDER
AS INDICATED ON PLAN.
SCALE
FEEDER 4 ONE LINE DIAGRAM (EXISTING)C2 N.T.S.
EXISTING FEEDER 4
13.8KV, 60 HZ 500 KCMIL AL OVERHEAD
600A, 3-WAY, 15 KV SECTIONALIZING CABINET
FOR UNDERGROUND TO OVERHEAD TRANSITION
SCALE
FEEDER 4 ONE LINE DIAGRAM (NEW)C3 N.T.S.
IPC
PANEL
WELL 2
20 2
480:
240/120V
5 KVA INTEGRATED
POWER CABINET
DEMOLISH EXISTING OVERHEAD
500 KCMIL AL FEEDER, POLES,
AND APPURTENANCES AS
INDICATED ON PLAN.
CONDUCTOR SIZING NOTES
A THIS SCHEDULE IS BASED ON INTERNAL AREA OF RGS
OR SCHEDULE 40 PVC CONDUIT AND THE AMPACITIES
FOR XHHN-2 INSULATION.
B MARK " " INDICATES FEEDER RATING AND
NUMBER OF PHASE CONDUCTORS INCLUDING NEUTRAL.
PROVIDE GROUND AS INDICATED ON CONDUCTOR
SIZING SCHEDULE.
C UNDERGROUND SERVICE ENTRANCE FEEDERS CONSIST
OF THREE PHASE WIRES AND NEUTRAL. NUMBER OF
CONDUCTORS PER PHASE ARE CALCULATED VALUES
BASED ON SPECIFIC DUCT BANK ARRANGEMENTS, LOAD
FACTORS, AND SOIL CONDITIONS.
FEEDER SCHEDULE
FEEDER
MARK
PHASE &
NEUTRAL GROUND # OF SETS
CONDUIT
SIZE
CONDUIT
SIZE
3C + G 4C + G 15 12 12 1 21 21 20 12 12 1 21 21 30 10 10 1 21 21 40 8 10 1 21 21 50 6 10 1 21 27 60 4 10 1 27 35 70 4 8 1 27 35 80 3 8 1 35 35 90 2 8 1 35 35
100 1 8 1 41 41 110 1 6 1 41 41 125 1 6 1 41 41 150 1/0 6 1 41 53 175 2/0 6 1 53 53 200 3/0 6 1 53 53 225 4/0 4 1 53 63 250 250 4 1 63 78 300 350 4 1 78 78 350 500 2 1 78 91 400 3/0 2 2 53 53 450 4/0 2 2 53 63 500 250 2 2 63 78 600 350 1/0 2 78 78 700 500 1/0 2 78 91 800 300 1/0 3 63 78
1000 400 2/0 3 78 78 1200 350 3/0 4 78 78 1600 400 4/0 5 78 78 2000 500 500 6 103 -
XXXXX
E-600
O N
E
LI
N E
D
IA
G R
AM
SERVICE ENTRANCE RATED ENCLOSED
CIRCUIT BREAKER 'MCB-W2'
480/277V, 3PH, 4W
20 A
3P
ROAD
WAY
LTG
20 A
3P
ROAD
WAY
LTG
OVERHEAD TO UNDERGROUND TRANSITION
(4) #8 IN 27 mm C.
(3) #1 AAAC OVERHEAD MV CABLE
(3) 500 KCMIL AL, 15 KV EPR, TYPE MV-105, 133%
INSULATION WITH CONCENTRIC NEUTRAL
3-WAY 155 MM CONCRETE ENCASED
DUCTBANK WITH 2 x [(3) x 350 KCMIL AL, 15
KV EPR, TYPE MV-105, 133% INSULATION
WITH CONCENTRIC NEUTRAL] IN PARALLEL
(3) 500 KCMIL AL, 15 KV EPR, TYPE MV-105, 133%
INSULATION WITH CONCENTRIC NEUTRAL
UNDERGROUND TO OVERHEAD TRANSITION
(3) DARIEN AAAC-6201
(1) ANAHEIM AAAC-6201 NEU
OVERHEAD CONDUCTORS
EXISTING FEEDER 4
13.8KV, 60 HZ 500 KCMIL AL OVERHEAD
EXISTING FEEDER 4
13.8KV, 60 HZ 500 KCMIL AL OVERHEAD
EXISTING FEEDER 4
13.8KV, 60 HZ 500 KCMIL AL OVERHEAD
45 AT
3P
ATG GBB
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
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
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
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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
C O
M M
AN
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
FIRE PROTECTION
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SEAL
A/E INFO
D
C
B
A
CAZ
DRAWFORM REVISION: 30 APR 2015
DATE
FY
M C
AF
P
-9
AP
SI
A
IR
FI
EL
D D
EV
EL
O
PM
EN
T
PH
AS
E
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
ANDREW T. GARDNER
OF TEXASSTATE
ALNOISSEF
O
R P
ENGIN
EE
R
NSEDECIL
130901
ONE LINE GENERAL NOTES
A RE: E-001 FOR GENERAL NOTES AND LEGEND.
B PROVIDE ARC FLASH WARNING SIGNS ON SWITCHGEAR,
PANELBOARDS, INDUSTRIAL CONTROL PANELS, METER
SOCKET ENCLOSURES, AND ANY OTHER SUCH
EQUIPMENT AS REQUIRED PER NFPA 70 (NEC) ARTICLE
110.16. REFERENCE NFPA 70 ARTICLE 110.16; NFPA 70E
ARTICLE 130.3; AND UFC 3-560-01, ELECTRICAL SAFETY,
O & M. RE: A4/E-502 FOR THE ARC FLASH WARNING LABEL
MINIMUM INFORMATION REQUIREMENTS.
C ALL EQUIPMENT IS 60 HZ UNLESS OTHERWISE NOTED.
D ALL NEW PANELBOARDS MUST COME EQUIPPED WITH
FULL BUSSING TO ACCOMMODATE FUTURE CIRCUITS FOR
ALL POLE POSITIONS. WIRE BUSSING IS NOT ALLOWED.
E THE CIRCUIT SIZES SHOWN HERE ARE BASED ON
AS-DESIGNED DISTANCES FOR VOLTAGE DROP. IF AN
ALTERNATE ROUTE IS USED, UPSIZE CIRCUITS
(CONDUCTOR AND ASSOCIATED CONDUIT) FOR VOLTAGE
DROP BASED ON THEIR ALTERNATE SELECTED CIRCUIT
ROUTING, WITH FEEDERS SIZED FOR A MAXIMUM OF 2%
VOLTAGE DROP AT DESIGN LOAD, AND BRANCH CIRCUITS
SIZED FOR A MAXIMUM OF 3% VOLTAGE DROP AT DESIGN
LOAD.
(4) #8 IN 27 mm C.
17247609
AM
EN
D
M
EN
T
/0 2/
KY
RM
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
ATG GBB
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
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
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
N
AV
FA
C
P
AC
IF
IC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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
C O
M M
AN
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AS SHOWN
1607709
FIRE PROTECTION
N
AV
FA
C
P
AC
IF
IC
FI
N
AL
D
ES
IG
N
TEXAS REGISTERED ENGINEERING FIRM F-2966
JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102
SEAL
A/E INFO
D
C
B
A
CAZ
DRAWFORM REVISION: 30 APR 2015
DATE
FY
M C
AF
P
-9
AP
SI
A
IR
FI
EL
D D
EV
EL
O
PM
EN
T
PH
AS
E
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0306
JEG NO. WFXO6310
ANDREW T. GARDNER
OF TEXASSTATE
ALNOISSEF
O
R P
ENGIN
EE
R
NSEDECIL
130901
LUMINAIRE SCHEDULE
TYPE
MARK DESCRIPTION
DELIVERED
LUMENS LAMP TYPE
COLOR
TEMP. VOLTAGE LOAD
SA2 FULL CUTOFF LED SITE LIGHT, TYPE II DISTRIBUTION, BRONZE FINISH, STANDARD 0-10V DIMMING DRIVER. MOUNT ON 7620mm CONCRETE POLE. REFER TO DETAIL ON THIS SHEET.
8507 LED 4000K 480V 71 VA
LIGHTING PLATE: XL-3
HOUSING - DIE-CAST ALUMINUM OR DIE-CAST AND EXTRUDED ALUMINUM
WITH INTEGRAL, SELF-CLEANING HEAT SINK FINS, RIBS, OR EQUIVALENT
PASSIVE COOLING MECHANISM. HEAT SINK INCORPORATES DIRECTLY
INTO HOUSING.
FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON
POLYESTER POWDER COAT. FINISH MUST PASS 2500 HOUR SALT SPRAY
TEST PER ASTM B117. FINISH COLORS INCLUDE DARK BRONZE, SILVER,
OR BLACK WITH CUSTOM COLORS AVAILABLE.
POWER SUPPLY/LED DRIVER - PROVIDE IN SEPARATE COMPARTMENT
ACCESSIBLE WITHOUT THE USE OF HAND TOOLS. CLASS 1 DRIVER
OPERATES AT 120/277V, 50/60 HZ; OTHER VOLTAGES OPTIONAL. POWER
FACTOR GREATER THAN 0.9 AND THD LESS THAN 20% AT FULL LOAD.
MINIMUM EFFICACY AS NOTED ON LUMINAIRE SCHEDULE.
LED OPTICAL ASSEMBLY - LED ARRAYS VARY TO ACCOMMODATE
DESIRED LUMINAIRE OUTPUT. PROVIDE EQUIVALENT NEMA TYPE III, IV
OR V DISTRIBUTION AS INDICATED. BUG RATING OF U0, WITH BACKLIGHT
AND GLARE RATINGS AS DETERMINED BY LIGHTING ZONE INSTALLED,
MINIMUM COLOR RENDERING INDEX (CRI) OF 80 AND CORRELATED COLOR
TEMPERATURE (CCT) AS NOTED ON LUMINAIRE SCHEDULE.
SURGE PROTECTION - 6 kV MINIMUM, COMPLIANT WITH ANSI C62.41.
CERTIFICATION - UL AND/OR ETL LISTED, MINIMUM IP65 RATED PER
ANSI/IEC 60529, AND RoHS COMPLIANT.
OPTIONS - RECEPTACLE, SHORTING CAP, BIRD SPIKES, AND 0-10 VOLT
DIMMING DRIVER.
OTHER - THE ABOVE SKETCH IS A NON-PROPRIETARY GRAPHIC
REPRESENTATION OF A LUMINAIRE THAT MAY MEET THE SPECIFICATION
REQUIREMENTS AND IS NOT INTENDED TO INDICATE A CERTAIN
MANUFACTURER'S PREFERENCE. ALL DIMENSIONS ARE NOMINAL AND
VARY PER MANUFACTURER.
LUMINAIRE REQUIREMENTS:
1.
2.
3.
4.
5.
6.
7.
TYPE MARK: SA2
LED AREA LUMINAIRE
LUMINAIRE PLATE: XL-24
DIRECT-SET CONCRETE POLE
TAPERED CONCRETE POLE. CROSS
SECTIONAL SHAPE, COLOR, AND
FINISH (SMOOTH OR AGGREGATE)
AS INDICATED.
WIRING HANDHOLE MINIMUM 65 X 130
MM CLEAR OPENING WITH COVER
AND STAINLESS STEEL SCREWS.
TERMINATE CONDUITS INTERNALLY,
ADJACENT TO HANDHOLE
COMPACTED CLAY BACKFILL; SLOPE
TO SURROUNDING FINISHED GRADE
MINIMUM 75 X 130 MM CONDUIT OR CABLE
ENTRANCE - 2 EACH AT 180 DEGRESS
BACKFILL FINE CRUSHED STONE AND
PORTLAND CEMENT (8-1) DRY MIX
COMPACTED IN 150 MM LAYERS
COARSE GRAVEL SETTING BED:
NOTES:
PROVIDE ANTI-ROTATIONAL DEVICE ON EACH POLE. COORDINATE TOTAL
EPA WITH POLE SPECIFICATIONS. MODIFY DIMENSIONAL DATE FOR POLE
BASE TO SUIT LOCAL CONDITIONS.
"Z""Y""X""W""V""U"
"U"
"V"
"X"
DIMENSIONS - METERSPOLE
TYPE
MIN.
TENON OPTION - 60 MM TENON WITH PROVISION FOR
WIRING. COORDINATE WITH LUMINAIRE.
XL-24
C 7.62 .61 0.6 4.5 4.2
"Z"
150 MM
150 MM
"Y"
"X"
100 MM
230 MM
MAST ARM OPTION - COORDINATE WIRING AND BOLT
HOLES WITH MAST ARM PROVIDED.
300 MM
TYPE MARK: SA2
12.1
LIGHTING CONTACTOR SCHEDULE
MARK CONTACTOR
LOCATION
CONTACTOR TYPE POLES CONTACT
RATING
COIL
VOLTAGE
CONTACT
VOLTAGE
LIGHTING
SERVED
PANEL REMARK
C-1 3 20A 277V
3 277V
* VERIFY TIMES WITH CONTRACTING OFFICER.
** VERIFY VOLTAGE PRIOR TO PURCHASING LIGHTING CONTACTORS.
ELECTRICALLY ACTIVATED,
MECHANICALLY HELD
* COIL INPUT CONTROLLED FROM RELAY
CONTACT BY CONTACTOR. FUNCTION
BASED ON PHOTOCELL ON/TIMECLOCK OFF.
EQUIPMENT
RACK
3 277V **
SITE LIGHTING
(SPARE)
SITE LIGHTING
HP-W2
* COIL INPUT CONTROLLED FROM RELAY
CONTACT BY CONTACTOR. FUNCTION
BASED ON PHOTOCELL ON/TIMECLOCK OFF.
20A
20A
ELECTRICALLY ACTIVATED,
MECHANICALLY HELD
(SPARE)
1. INSTALL CONTACTOR(S), HOA SELECTOR SWITCH, AND TIMECLOCK INSIDE NEMA
3R ENCLOSURE WITH HINGED AND LOCKABLE FRONT COVER ADJACENT TO
BRANCH CIRCUIT PANEL.
2. MOUNT PHOTOCELL ON STAND FACING NORTH FOR AREA LIGHTING CONTROL.
NOTES:
SCALE
LIGHTING CONTROL DIAGRAMA4 N.T.S.
OHP-9 1659007.020 350367.185
OHP-10 1659037.897 350405.076
OHP-11 1659068.797 350442.803
OHP-12 1659510.570 352186.888
OHP-13 1659520.501 352239.967
OHP-4 1658806.591 350214.588
OHP-5 1658850.401 350242.615
OHP-6 1658893.623 350271.528
OHP-7 1658936.851 350300.410
OHP-8 1658976.244 350329.245
OHP-14 1659488.074 352254.111
POLE NO. NORTHING EASTING
OHP-1 1658678.600 350125.443
OHP-2 1658721.185 350155.244
OHP-3 1658763.940 350184.838
E-601
LU
M
IN
AI
R E
SC
H
ED
U
LE
D
ET
AI
LS
HP-W2
ELECTRICALLY ACTIVATED,
MECHANICALLY HELD
PC
N
AUTO
HAND
OFF
H
C
C-1
PHOTOCELL
TC
TIMECLOCK
EQUIPMENT
RACK
EQUIPMENT
RACK
CONCRETE ELECTRICAL
POLE SCHEDULE
17247610
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/0 2/
KY
RM
K. YOSHIMOTO
JC
Mark Petersen Dated: 26 May 2020
| G-104 |
| G-105 |
| CD100 |
| CD101 |
| CS104 |
| CG107 |
| CU103 |
| CU203 |
| E-504 |
| E-600 |
| E-601 |
File details come from the government source that posted it. Updated .