REV 1 - 25-0040 DWG Construct ESFS North Gate Complex_REV.1.pdf
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IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
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379th AIR EXPEDITIONARY WING
EXPEDITIONARY CIVIL ENGINEER SQUADRON
KEY PLAN
NOT TO SCALE
N
AL UDEID AIR BASE, QATAR
PROJECT
LOCATION
SUBMITTED FOR: 35% SUBMITTAL
DATE SUBMITTED: 20 MAR 2025
PROJECT NO. 25-0040
DEPARTMENT OF THE AIR FORCE
CONSTRUCT ESFS NORTH GATE COMPLEX
INDEX OF DRAWINGS
DWG NO. REV NO. DESCRIPTION
GENERAL
G-0.0 00
COVER SHEET, INDEX OF DRAWINGS, AND KEY PLAN
CIVIL
C-1.0 00 EXISTING CONDITIONS PLAN
C-1.1 00 PROPOSED SITE PLAN
C-2.0 00 CIVIL DETAILS
ARCHITECTURAL
A-1.0 00 PROPOSED FLOOR PLAN AND WALL SECTION
A-2.0 00 PROPOSED REFLECTED CEILING PLAN
A-3.0 00 PROPOSED BUILDING ELEVATIONS
A-4.0 00 PROPOSED ROOF PLAN AND ROOF DETAIL
A-5.0 00 PROPOSED DOOR AND ROOM FINISH SCHEDULE
MECHANICAL
M-1.0 00 PROPOSED HVAC PLAN
ELECTRICAL
E-1.0 00 PROPOSED LIGHTING PLAN
E-2.0 00 PROPOSED POWER PLAN AND DETAIL
E-3.0 00 PROPOSED GROUNDING AND LIGHTNING PLAN
E-4.0 00 ELECTRICAL SITE OVERALL KEY PLAN
E-5.0 00 ELECTRICAL SITE AREA 1
E-5.1 00 ELECTRICAL SITE AREA 2
FIRE PROTECTION
FP-1.0 00 PROPOSED FIRE PROTECTION PLAN
TELECOMMUNICATION
T-1.0 00 PROPOSED TELECOMMUNICATION PLAN
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NORTH GATE
(FIRST GATE)
C C
C C
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NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: 1=200
EXISTING CONDITIONS
C-1.0
E
C
W
PROJECT LOCATION
EXISTING ELECTRICAL LIGHT POLE
EXISTING ELECTRIC UTILITY
EXISTING COMMUNICATION LINE
EXISTING WATER LINE
EXISTING FENCE LINE
EXISTING SANITARY LINE
EXISTING COMMUNICATION MANHOLE
EXISTING WATER FIRE HYDRANT
EXISTING WATER VALVE
EXISTING MECHANICAL EQUIPMENT
EXISTING ELECTRICAL GENERATOR
EXISTING SANITARY MANHOLE
EXISTING UTILITY FUEL HYDRANT
PROPOSED TEST PITS
SHEET SYMBOL LEGEND
TP
MH
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SHEET GENERAL NOTES
1. UTILITIES SHOWN FOR REFERENCE ONLY. THE
CONTRACTOR IS RESPONSIBLE TO FIELD LOCATE, TEST
PIT, VERIFY LOCATION, AND EXTENT OF ALL UTILITIES AS
REQUIRED. ADDITIONAL EXISTING UTILITIES NOT SHOWN
MAY EXIST.
2. CONTRACTOR TO GRADE THE PROPOSED SITE AND
ENSURE ADEQUATE DRAINAGE
3. . CONTRACTOR TO ENSURE COMPLIANCE WITH LOCAL
CODE AND UFC (UNIFIED FACILITIES CRITERIA)
SCALE: NTS
LOCATION PLAN - NORTH GATE
C-1.0
PROJECT LOCATION
NORTH GATE
(FIRST GATE)
NORTH GATE
(SECOND GATE)
EXISTING CATCHMENTS AREA
SCALE
1:200
200100 400 600300 50050
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ROOF DRAINS (TYP)
SS
m
1.5 m m m
1.5 m m
3.0 m m m
5.0 m m
3.0 m m
3.0 m m
WWWWWWWWWWWWWW
W m
15.0 m
(5 PARKING
SPACES)
15.0 m
(5 PARKING
SPACES)
m
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WWWWWWW
SEPTIC TANK
CONNECT TO EXISTING
WATER LINE2" SERVICE WATER LINE
FLOW BY
GRAVITY
CONCRETE PAD
FOR GENERATOR
(2.5M x 1.5M)
SUNSHADE ON
CONCRETE PAD
WITH VENDING MACHINE
(SNACKS & SODAS)
WHEEL STOP (TYP.)
PARKING SUNSHADE
CROSSWALK
SEE ELECTRICAL
PLANS FOR
ELECTRICAL
CONNECTION
SEE ELECTRICAL PLANS FOR
ELECTRICAL CONNECTION
BUS TURNAROUND
WITH FLUSH CURBS
STREET LIGHTING WITH
SECURITY CAMERAS
LANDSCAPED AREA TO
CONTAIN PALM TREES
AND SHRUBS WITH
IRRIGATION
2" IRRIGATION WATER LINE
COVERED BUS
WAITING AREA
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NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: 1=100
PROPOSED SITE PLAN
C-1.1
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C
W
PROJECT LOCATION
EXISTING ELECTRICAL LIGHT POLE
EXISTING ELECTRIC UTILITY
EXISTING COMMUNICATION LINE
EXISTING WATER LINE
EXISTING FENCE LINE
EXISTING SANITARY LINE
EXISTING COMMUNICATION MANHOLE
EXISTING WATER FIRE HYDRANT
EXISTING WATER VALVE
EXISTING MECHANICAL EQUIPMENT
EXISTING ELECTRICAL GENERATOR
EXISTING SANITARY MANHOLE
EXISTING UTILITY FUEL HYDRANT
SHEET SYMBOL LEGEND
TP
MH
G
C
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HYD
S
SCALE
1:100
100 30020 50 200
SHEET GENERAL NOTES
1. UTILITIES SHOWN FOR REFERENCE ONLY. THE
CONTRACTOR IS RESPONSIBLE TO FIELD LOCATE, TEST
PIT, VERIFY LOCATION, AND EXTENT OF ALL UTILITIES AS
REQUIRED. ADDITIONAL EXISTING UTILITIES NOT SHOWN
MAY EXIST.
2. CONTRACTOR TO GRADE THE PROPOSED SITE AND
ENSURE ADEQUATE DRAINAGE
3. CONTRACTOR TO ENSURE COMPLIANCE WITH LOCAL
CODE AND UFC (UNIFIED FACILITIES CRITERIA)
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P.V.C. PIPE
150 (MIN.)
A AO.D.
PIPE BEDDING
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PIPE DIA.
(O.D.)
BACKFILL
COMPACTED BACKFILL
FINAL
200150 TO 375
600 TO 750
400 TO 525
ADDITIONAL PIPE
1200 & LARGER
825 TO 1050
BEDDING FOR
PIPE SIZE A
INSTALL #12 COPPER
INSTALL METALLIC DETECTION
TRACING WIRE OVER
ALL PVC PIPE
TAPE 12" ABOVE ALL PVC PIPE
TO 95% MODIFIED PROCTOR
P.V.C. PIPE
150 (MIN.)
A AO.D.
PIPE BEDDING
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PIPE DIA.
(O.D.)
BACKFILL
COMPACTED BACKFILL
FINAL
200150 TO 375
600 TO 750
400 TO 525
ADDITIONAL PIPE
1200 & LARGER
825 TO 1050
BEDDING FOR
PIPE SIZE A
INSTALL #12 COPPER
INSTALL METALLIC DETECTION
TRACING WIRE OVER
ALL PVC PIPE
TAPE 12" ABOVE ALL PVC PIPE
TO 95% MODIFIED PROCTOR
50 75
PLASTIC NON-BIODEGRADABLE MAGNETIC MARKER
STRIP, WORDS "ELECTRICAL CABLE BELOW"
CONTINUOUSLY IMPRINTED
PLACE ON TOP OF SAND. (TYP 3 PLCS)
DIRECT BURIED CABLES
COMPACTED BACK FILL WITH
CLEAN, ROCK-FREE SAND TO
95% MODIFIED PROCTOR
BACK FILL WITH NATIVE
SOIL IN LAYERS TO 95%
MODIFIED DENSITY (TYP)
F.G.L.
50 75
PLASTIC NON-BIODEGRADABLE MAGNETIC MARKER
STRIP, WORDS "ELECTRICAL CABLE BELOW"
CONTINUOUSLY IMPRINTED
PLACE ON TOP OF SAND. (TYP 3 PLCS)
DIRECT BURIED CABLES
COMPACTED BACK FILL WITH
CLEAN, ROCK-FREE SAND TO
95% MODIFIED PROCTOR
BACK FILL WITH NATIVE
SOIL IN LAYERS TO 95%
MODIFIED DENSITY (TYP)
F.G.L.
150mm CONCRETE
150mm AGGREGATE BASE
COMPACTED TO 95% MODIFIED
150mm 2% CEMENT STABIZED
SUB-GRADE COMPACKED TO
95% MODIFIED PROCTOR
GUARDHOUSE
5% MIN.
2%
1.5 M
1.5 M
150mm CONCRETE
150mm AGGREGATE BASE
COMPACTED TO 95% MODIFIED
150mm 2% CEMENT STABIZED
SUB-GRADE COMPACKED TO
95% MODIFIED PROCTOR
GUARDHOUSE
5% MIN.
2%
1.5 M
1.5 M
PROPOSED UTILITY
M
I N m m
EXISTING UTILITY
PROPOSED UTILITY
M
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EXISTING UTILITY
(NON-TRAFFIC AREAS ONLY)
UNPAVED AREAS
NOTE:
WORD "WATER" TO BE CAST INTO
CENTER OF CAST IRON CAP OR CONCRETE LID
36" (914mm)
MINIMUM Ø
FINISHED
GRADE
WATER LINE
MANUFACTURED
CONCRETE MANHOLE
ASSEMBLY
WATER VALVE
(NON-TRAFFIC AREAS ONLY)
UNPAVED AREAS
NOTE:
WORD "WATER" TO BE CAST INTO
CENTER OF CAST IRON CAP OR CONCRETE LID
36" (914mm)
MINIMUM Ø
FINISHED
GRADE
WATER LINE
MANUFACTURED
CONCRETE MANHOLE
ASSEMBLY
WATER VALVE
FINISH GRADE
STRUCTURAL FILL COMPACTED
TO 95% RELATIVE DENSITY
VAPOR BARRIER
4"
(100mm)
3" (75mm) TYPICAL
COVER OVER STEEL
#4 (13mm) BAR AT 24" (600mm)
O.C. EACH WAY WITH
STANDARD HOOK EACH END
FINISH GRADE
STRUCTURAL FILL COMPACTED
TO 95% RELATIVE DENSITY
VAPOR BARRIER
4"
(100mm)
3" (75mm) TYPICAL
COVER OVER STEEL
#4 (13mm) BAR AT 24" (600mm)
O.C. EACH WAY WITH
STANDARD HOOK EACH END
EXISTING SUB-GRADE
6" (150mm) THICK AGGREGATE
BASE MATERIAL COMPACTED
TO 95% MODIFIED PROCTOR
:1
M
A
X
M
A
X
48"
(1220mm)
EDGE TREATMENT
NOTES:
1) REMOVE AND REPLACE 18" (457mm) OF EXISTING SUB-GRADE. BOTTOM 12"
(305mm) SUB-GRADE RE-COMPACETED TO 92% MODIFIED PROCTOR, TOP
6" (150mm) 2% CEMENT STABILIZED SUB-GRADE RE-COMPACTED TO 95%
MODIFIED PROCTOR.
2) FINISHED SURFACE WILL BE GRADED FOR POSITIVE DRAINAGE; SEE DRAWINGS.
TACK COAT
4" (100mm) THICK
(COMPACTED) ASPHALT
BASE COURSE
2" (50mm) THICK
(COMPACTED) ASPHALT
SURFACE COURSE
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IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
NOT FOR CONSTRUCTION
SCALE
1:20SCALE
0 5 10
1:10 SCALE
0 60 90
1:30 SCALE
1:50
SCALE
1:100
100 300
SCALE
1:200 SCALE
1:500
SCALE
1:1000
15 20 25 30 10 20 30 40 50 60 5 10 20 45 50 100 15040302010 75 20 50 200100200
100 200 300 400 500 1000400 600300 50050 1000 2000 3000500
THIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: NTS
TYPICAL DUCT BANK
C-2.0
SCALE: NTS
TYPICAL WATER PIPE TRENCH
C-2.0
SCALE: NTS
PROPOSED SIDEWALK
C-2.0
1 SCALE: NTS
PIPE CROSSING DETAIL
C-2.0
SCALE: NTS
TYPICAL VALVE BOX DETAIL
C-2.0
SCALE: NTS
PROPOSED SUNSHADE
C-2.0
SCALE: NTS
CONCRETE PAD DETAIL
C-2.0
SCALE: NTS
PROPOSED PARKING SUNSHADE
C-2.0
SCALE: NTS
TYPICAL PAVEMENT
C-2.0
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M
M
M M
M
M
M M
M
M
M M
M
M
M
M
M M
475MM
[1'-7"]
1600MM
[5'-3"]
575MM
[1'-11"]
575MM
[1'-11"]
1600MM
[5'-3"]
475MM
[1'-7"]
100MM
[0'-4"]
100MM
[0'-4"]
5500MM
[18'-1"]
1325MM
[4'-4"]
100MM
[0'-4"]
1000MM
[3'-3"]
325MM
[1'-1"]
325MM
[1'-1"]
1000MM
[3'-3"]
1325MM
[4'-4"]
100MM
[0'-4"]
5500MM
[18'-1"]
M
M
5100MM
[16'-9"]
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NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: NTS
PROPOSED FLOOR PLAN
A-1.0
SHEET GENERAL NOTES
1. THE CONTRACTOR SHALL PROVIDE A NEW CMU BLOCK
WALL GUARDHOUSE AS SHOWN HEREIN IN ACCORDANCE
TO UFC 4-022-01 ENTRY CONTROL FACILITIES AND
ACCESS CONTROL POINTS.
2. THE CONTRACTOR SHALL PROVIDE ALL BUILDING
SYSTEMS REQUIRED AND ROUGH-INS FOR FUTURE
EQUIPMENT REQUIREMENTS SUCH AS ELECTRICAL AND
TELECOMMUNICATIONS COMPONENTS.
SHEET KEY NOTES
1. PROPOSED SURFACE MOUNTED CCTV
2. PROPOSED SUNSHADE CONCRETE PAD
3. PROPOSED DESK COUNTERTOP
4. PROPOSED GENERATOR CONCRETE PAD
SCALE: NTS
PROPOSED WALL SECTION
A-1.0
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ELECTRICAL
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TELECOM
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TOILET
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GUARD COUNTER
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SUNSHADE CONCRETE PAD
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[1'-7"]
1600MM
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575MM
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475MM
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[4'-4"]
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[3'-3"]
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IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: NTS
PROPOSED REFLECTED CEILING PLAN
A-2.0
SHEET SYMBOL LEGEND
SHEET GENERAL NOTES
1. THE CONTRACTOR SHALL PROVIDE NEW ACOUSTIC
CEILING SUSPENSION SYSTEM AS SHOWN HEREIN.
2. NEW ACOUSTIC CEILING TILES SHALL BE NON
PERFORATED HIGH HUMIDITY RESISTANT, MOLD
PREVENTION, AND MILDEW GROWTH RESISTANT.
610MM X 610MM ACOUSTIC CEILING TILE AND
SUSPENSION SYSTEM
CONCRETE ROOF SLAB
SMOKE DETECTOR
HEAT DETECTOR
2'-0" X 2'-0" LED FIXTURE 38W
2'-0" X 2'-0" LED 38W WITH 90 MINUTES
BATTERY BACKUP
1'-0" X 4'-0" LED 20W FIXTURE WITH 90 MIN
BATTERY BACKUP
1'-0" X 4'-0" 20W FIXTURE SUSPEND FROM
CONCRETE CEILING
LED CAN LIGHT (DIMMABLE)
1'-0" X 2'-0" ENCLOSED LED 20W BATHROOM
WALL MOUNTED FIXTUREB
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AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
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AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
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AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
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CHECKED BY:
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SUBMITTED BY:
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AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
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COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
3550MM
[11'-8"]
5000MM
[16'-5"]
100MM
[0'-4"]
100MM
[0'-4"]
8750MM
[28'-8"]
2650MM
[8'-8"]
2650MM
[8'-8"]
100MM
[0'-4"]
100MM
[0'-4"]
5500MM
[18'-1"]
5000MM
[16'-5"]
3550MM
[11'-8"]
100MM
[0'-4"]
100MM
[0'-4"]
8750MM
[28'-8"]
2650MM
[8'-8"]
2650MM
[8'-8"]
100MM
[0'-4"]
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[18'-1"]
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IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: NTS
NORTH BUILDING ELEVATION
A-3.0
SCALE: NTS
WEST BUILDING ELEVATION
A-3.0
SCALE: NTS
SOUTH BUILDING ELEVATION
A-3.0
SCALE: NTS
EAST BUILDING ELEVATION
A-3.0
SHEET GENERAL NOTES
1. THE CONTRACTOR SHALL PROVIDE NEW GUTTER
HOPPERS AND DOWNSPOUTS WITH RAL 1001 PVDF
FACTORY FINISH COATING.
SHEET KEY NOTES
1. PROPOSED CREDENTIAL DROPBOX
2. PROPOSED VENDING MACHINE
2 2 2 2
2 2 2 2
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DRAWN BY:
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DESIGNED BY:
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CHECKED BY:
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SUBMITTED BY:
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DISCPLINE:
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2650MM
[8'-8"]
2650MM
[8'-8"]
100MM
[0'-4"]
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20 THKNS EXTERNAL
TYROLEAN RENDER
EXISTING 200 THKNS
PRE-INSULATED CONCRETE
BLOCK WALL
EXISTING REINFORCED
CEMENT CONCRETE BEAM
EXISTING REINFORCED
CEMENT CONCRETE SLAB
EXTRUDED POLYSTYRENE
INSULATION (100MM)
EPDM MEMBRANE
WATERPROOFING
NEW CANT STRIP
COUNTERFLASHING
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NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: NTS
PROPOSED ROOF PLAN
A-4.0
SHEET GENERAL NOTES
1. THE CONTRACTOR SHALL INSTALL 48 SQUARE METERS
OF ETHYLENE PROPYLENE DIENE MONOMER (EPDM)
WATERPROOFING ROOF SYSTEM IN ACCORDANCE TO
MANUFACTURER RECOMMENDATIONS.
2. THE CONTRACTOR SHALL PROVIDE FALL PROTECTION
REQUIREMENTS IN ACCORDANCE TO AFMAN 91-203
WALKING-WORKING SURFACES.
SHEET KEY NOTES
1. PROPOSED GUTTER AND DOWNSPOUT
SCALE: NTS
PROPOSED ROOF DETAIL
A-4.0
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ADA COMPLIANT DOOR
HARDWARE, EXIT DEVICE,
OR PUSH/PULL PLATE -
TYPICAL, SEE SCHEDULE
DOOR CLOSER - PER
SCHEDULE
HOLLOW METAL FRAME
ADA COMPLIANT DOOR
HARDWARE, EXIT DEVICE,
OR PUSH/PULL PLATE -
TYPICAL, SEE SCHEDULE
DOOR CLOSER - PER
SCHEDULE
HOLLOW METAL FRAME
SAND TRAP
DOOR LOUVER
DOOR SCHEDULE
FRAME
MARK FROM TO
W H THK FR
DOOR
MATL FRMATL
TH VP HG COMMENTS
TYPE
D01
G001 EXTERIOR - FCTY2133HMA - 1HM
D02
- FCTY2133HMB - 1HM
D03
- FCTYHMA - 3HM
1 HR
G002
G003 G005 -
1 HR
D04
D05
D06
- FCTYHMA - HM
- FCTYHMA - HM
- FCTYHMA - HM
- -G004 G005
G005
G005 EXTERIOR
2133914
2133914
2133914
2133914 EGRESS EXIT DOOR OPENING1 HR 1 HR
1 HR 1 HR
EXTERIOR
EXTERIOR
1 HR 1 HR
EGRESS EXIT DOOR OPENING
PUSH/PULL DOOR HARDWARE
OFFICE FUNCTION LOCKSET
D07
- FCTYHMA - HMG002 32133914G003
- - OFFICE FUNCTION LOCKSET
EGRESS EXIT DOOR OPENING
EGRESS EXIT DOOR OPENING
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IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SHEET GENERAL NOTES
1. THE CONTRACTOR SHALL PROVIDE NEW DOORS AND
FRAMES WITH PROTECTIVE COATING.
2. THE CONTRACTOR SHALL PROVIDE DOOR HARDWARE
WITH HARDWARE FACTORY PREP DOOR AND FRAMES.
PLEASE REFERENCE EXHIBIT 1 OF THE SCOPE OF WORK
FOR NEW HARDWARE SCHEDULE.
3. ALL DOOR HARDWARE REQUIRES SMALL FORMAT BEST
COMPATIBLE INTERCHANGEABLE CORE. THE
CONTRACTOR SHALL COORDINATE WITH 379 ECES
LOCKSHOP FOR KEYING SYSTEM.
4. WINDOWS SHALL BE PER SCHEDULE WITH BLAST
RESISTANT GLASS AS PER UFC 4-010-02.
5. SEE WINDOW SCHEDULE AND TYPE BELOW FOR
SPECIFIC DETAILS.
SCALE: NTS
DOOR TYPE A - FLUSH
A-5.0
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DOOR TYPE B - FLUSH
A-5.0
SCALE: NTS
PROPOSED DOOR SCHEDULE
A-5.0
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PROPOSED WINDOW SCHEDULE AND TYPE
A-5.0
WINDOW SCHEDULE
WINDOW
NUMBER
W1
SIZE
WIDTH
HEIGHT
50MM
1600MM
FRAME DATA
DEPTH MATERIAL FINISH
ALUM MANF
HEAD
DETAIL (SERIES)
SILL JAMB
REMARKS
FIXED
BLAST RESISANT
GLAZING 12
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BLAST RESISTANT GLASS (GLAZING)
AS SCHEDULED
IN SIDE
DETAIL -C
OUT SIDE 43MM THICK BLAST
RESISTANT GLASS
3.8 MM THICK GI SHEET
FOR BEADING
3.8 MM THICK GI SHEET
FOR FRAME
ANCHOR BOLT FOR
FIXING FRAME
DETAIL - ADETAIL - B
SILICONE SEALANT
3.8 MM THICK GI SHEET FOR BEADING 43MM THICK BLAST
RESISTANT GLASS
ANCHOR BOLT
3.8MM THICK GI SHEET FOR FRAME
SILICONE SEALANT
3.8MM THICK G.I BACK PLATE WELDED
INSIDE THE FRAME
ANCHOR BOLT
3.8 MM THICK GI SHEET FOR FRAME
3.8 MM THICK G.I BACK PLATE WELDED INSIDE THE
FRAME
3.8 MM THICK GI SHEET FOR BEADING 43MM THICK BLAST
RESISTANT GLASS
DETAIL - C
3.8 MM THICK
3.8MM THICK
GI SHEET FOR
FRAME
GI SHEET FOR BEADING
43MM THICK BLAST RESISTANT
GLASS
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MATERIAL
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GUARD COUNTER
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TOILET
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TELECOM
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STORAGE
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ROOM NAME
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ELECTRICAL
AutoCAD SHX Text F1
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COLOUR
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WALL
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BASE
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FLOOR
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COLOUR
AutoCAD SHX Text B1
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MATERIAL
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MATERIAL
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COLOUR
AutoCAD SHX Text W2
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ROOM FINISH SCHEDULE
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CEILING
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MATERIAL
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COLOUR
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HEIGHT
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AutoCAD SHX Text B1
AutoCAD SHX Text W2
AutoCAD SHX Text C2
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AutoCAD SHX Text F4
AutoCAD SHX Text B1
AutoCAD SHX Text W2
AutoCAD SHX Text F4
AutoCAD SHX Text B2
AutoCAD SHX Text W4
AutoCAD SHX Text C2
AutoCAD SHX Text
AutoCAD SHX Text F4
AutoCAD SHX Text B1
AutoCAD SHX Text W2
AutoCAD SHX Text C2
AutoCAD SHX Text
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ROOF SLAB
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ROOF SLAB
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PRIMER + 2 COATS SEMIGLOSS MEDIUM TEXTURED FLEXIBLE PAINT
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PRIMER + 2 COATS VINYL ACRYLIC COPOLYMER EMULSION PAINT
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PRIMER + 2 COATS OIL MODIFIED ALKYD PAINT, SPIRIT SOLVENT,
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PRIMER + 2 COATS VINYL ACRYLIC COPOLYMER EMULSION PAINT
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WITH PRIMER + 2 COATS OIL MODIFIED ALKYD PAINT, SPIRIT
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12.5 mm THICK MOISTURE RESISTANT PLASTER BOARD FINISHED
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610X610 ACOUSTIC MINERAL FIBRE TILES ON EXPOSED GRID
AutoCAD SHX Text
610X610 MOISTURE RESISTANT TILES ON EXPOSED GRID
AutoCAD SHX Text 100 mm HIGH MARBLE
AutoCAD SHX Text 100 mm HIGH TERRAZZO TILE
AutoCAD SHX Text
PAINT, WATER SOLVENT, SILK FINISH
AutoCAD SHX Text
SPIRIT SOLVENT, EGGSHELL FINISH
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PRIMER + 2 COATS OIL MODIFIED ALKYD PAINT,
AutoCAD SHX Text
PRIMER + 2 COATS VINYL ACRYLIC COPOLYMER EMULSION
AutoCAD SHX Text
PRIMER + 2 COATS SEMIGLOSS MEDIUM TEXTURED
AutoCAD SHX Text 610x610 TERRAZZO TILES
AutoCAD SHX Text
610X610 NON-SLIP CERAMIC TILES
AutoCAD SHX Text
TWO PACK EPOXY RESIN ON FLOATED CONCRETE
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FLOATED CONCRETE WITH LIQUID APPLIED
AutoCAD SHX Text 100 mm HIGH CERAMIC TILE
AutoCAD SHX Text 100 mm HIGH VINYL COVE
AutoCAD SHX Text
FLEXIBLE PAINT
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DUST INHIBITOR
AutoCAD SHX Text B3
AutoCAD SHX Text
WALL
AutoCAD SHX Text B4
AutoCAD SHX Text W1
AutoCAD SHX Text W3
AutoCAD SHX Text W2
AutoCAD SHX Text
BASE
AutoCAD SHX Text F3
AutoCAD SHX Text F4
AutoCAD SHX Text F2
AutoCAD SHX Text B1
AutoCAD SHX Text B2
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text F1
AutoCAD SHX Text
EGGSHELL FINISH
AutoCAD SHX Text
CEILING
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WATER SOLVENT, SILK FINISH
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ROOM FINISH LEGEND
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WATER SOLVENT, SILK FINISH
AutoCAD SHX Text
SOLVENT, EGGSHELL FINISH
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12.5 mm THICK PLASTER BOARD FINISHED WITH
AutoCAD SHX Text C7
AutoCAD SHX Text C2
AutoCAD SHX Text C3
AutoCAD SHX Text C4
AutoCAD SHX Text C6
AutoCAD SHX Text C5
AutoCAD SHX Text C1
AutoCAD SHX Text
300X300 CERAMIC TILES + ACCENT MOSAIC TILES
AutoCAD SHX Text W4
AutoCAD SHX Text
610X610 RIGID GRID ACCESS FLOORING
AutoCAD SHX Text F5
AutoCAD SHX Text
DRAWN BY:
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DESIGNED BY:
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CHECKED BY:
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SUBMITTED BY:
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DRAWING SCALE:
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PROJECT NO.
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DATE:
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DISCPLINE:
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AutoCAD SHX Text B
AutoCAD SHX Text C
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IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
THIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SHEET GENERAL NOTES
1. THE CONTRACTOR SHALL PROVIDE
CERAMIC WALL TILES AS SHOWN HEREIN
FOR G004 TOILET.
2. NEW FLOORING DESIGN MUST PROVIDE
CONVENIENT CUTOUTS FOR
UNDERFLOOR MECHANICAL, ELECTRICAL,
AND COMMUNICATION EQUIPMENT.
3. THE CONTRACTOR SHALL PROVIDE 26
SQUARE METERS OF CERAMIC FLOOR
TILES. PLEASE PROVIDE FLOOR DRAIN
FOR G004 TOILET.
4. THE CONTRACTOR SHALL PROVIDE ANTI-
SLIP FLOORING.
5. ALL GROUT FOR NEW FLOORING SHALL
BE HIGH IN STRENGTH WHILE BEING
STAIN RESISTANT AND CHEMICAL
RESISTANT.
SCALE: NTS
PROPOSED ROOM FINISH SCHEDULE
A-5.1
SCALE: NTS
PROPOSED ROOM FINISH LEGEND
A-5.1
C7
C7
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[1'-7"]
1600MM
[5'-3"]
575MM
[1'-11"]
575MM
[1'-11"]
1600MM
[5'-3"]
475MM
[1'-7"]
100MM
[0'-4"]
100MM
[0'-4"]
5500MM
[18'-1"]
1325MM
[4'-4"]
100MM
[0'-4"]
1000MM
[3'-3"]
325MM
[1'-1"]
325MM
[1'-1"]
1000MM
[3'-3"]
1325MM
[4'-4"]
100MM
[0'-4"]
5500MM
[18'-1"]
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IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: NTS
PROPOSED HVAC PLAN
M-1.0
SHEET GENERAL NOTES
1. THE CONTRACTOR SHALL PROVIDE HVAC UNITS WITH
MANUFACTURER FACTORY INSTALLED SMOKE
DETECTORS AS SPECIFIED.
2. THE CONTRACTOR SHALL PROVIDE 48 SQUARE
METERS (522 SQUARE FEET) OF COOLING CAPACITY.
3. THE CONTRACTOR SHALL PROVIDE HVAC CALCULATIONS
TO THE GOVERNMENT TO JUSTIFY SIZING FOR HVAC
UNITS.
4. THE CONTRACTOR SHALL PROVIDE AN HVAC SPLIT UNIT
FOR G002 TELECOM AND AN HVAC SPLIT UNIT FOR G005
GUARD COUNTER.
SHEET SYMBOL LEGEND
610MM X 610MM ACOUSTIC CEILING TILE AND
SUSPENSION SYSTEM
CONCRETE ROOF SLAB
WALL MOUNT EXHAUST FAN
W U
-1 W
U -2
AutoCAD SHX Text G001
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ELECTRICAL
AutoCAD SHX Text 2450x3050
AutoCAD SHX Text G002
AutoCAD SHX Text
TELECOM
AutoCAD SHX Text 2130x2730
AutoCAD SHX Text G003
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text 2450x1550
AutoCAD SHX Text G004
AutoCAD SHX Text
TOILET
AutoCAD SHX Text 2450x1550
AutoCAD SHX Text G005
AutoCAD SHX Text
GUARD COUNTER
AutoCAD SHX Text 5100x3350
AutoCAD SHX Text W01
AutoCAD SHX Text W01
AutoCAD SHX Text W01
AutoCAD SHX Text W01
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text
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AutoCAD SHX Text G006
AutoCAD SHX Text
SUNSHADE CONCRETE PAD
AutoCAD SHX Text 5000x5000
AutoCAD SHX Text G007
AutoCAD SHX Text
GENERATOR CONCRETE PAD
AutoCAD SHX Text 1700x2500
AutoCAD SHX Text
DRAWN BY:
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DESIGNED BY:
AutoCAD SHX Text
CHECKED BY:
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SUBMITTED BY:
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DRAWING SCALE:
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PROJECT NO.
AutoCAD SHX Text
DATE:
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DISCPLINE:
AutoCAD SHX Text
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AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text H
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M
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475MM
[1'-7"]
1600MM
[5'-3"]
575MM
[1'-11"]
575MM
[1'-11"]
1600MM
[5'-3"]
475MM
[1'-7"]
100MM
[0'-4"]
100MM
[0'-4"]
5500MM
[18'-1"]
1325MM
[4'-4"]
100MM
[0'-4"]
1000MM
[3'-3"]
325MM
[1'-1"]
325MM
[1'-1"]
1000MM
[3'-3"]
1325MM
[4'-4"]
100MM
[0'-4"]
5500MM
[18'-1"]
B
WP WP
WP WP
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IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: NTS
PROPOSED LIGHTING PLAN
E-1.0
SHEET GENERAL NOTES
1. THE CONTRACTOR SHALL PROVIDE ROOM BY ROOM
LIGHTING CALCULATIONS FOR LED FIXTURES.
2'-0" X 2'-0" LED FIXTURE 38W
2'-0" X 2'-0" LED 38W
WITH 90 MINUTES BATTERY BACKUP
1'-0" X 4'-0" LED 20W FIXTURE WITH 90
MIN BATTERY BACKUP
1'-0" X 4'-0" 20W FIXTURE SUSPEND FROM
CONCRETE CEILING
LED CAN LIGHT (DIMMABLE)
1'-0" X 2'-0" ENCLOSED LED 20W
BATHROOM FIXTURE
32W LED WALLPACK IP65 RATED
LIGHT SWITCH
LIGHT SWITCH (3-WAY)
SD LIGHT SWITCH (DIMMER) FOR
CAN LIGHT
SHEET SYMBOL LEGEND
WP
B
AutoCAD SHX Text G001
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text 2450x3050
AutoCAD SHX Text G002
AutoCAD SHX Text
TELECOM
AutoCAD SHX Text 2130x2730
AutoCAD SHX Text G003
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text 2450x1550
AutoCAD SHX Text G004
AutoCAD SHX Text
TOILET
AutoCAD SHX Text 2450x1550
AutoCAD SHX Text G005
AutoCAD SHX Text
GUARD COUNTER
AutoCAD SHX Text 5100x3350
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text
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AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text G006
AutoCAD SHX Text
SUNSHADE CONCRETE PAD
AutoCAD SHX Text 5000x5000
AutoCAD SHX Text G007
AutoCAD SHX Text
GENERATOR CONCRETE PAD
AutoCAD SHX Text 1700x2500
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text
DRAWN BY:
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DESIGNED BY:
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CHECKED BY:
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SUBMITTED BY:
AutoCAD SHX Text
DRAWING SCALE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DISCPLINE:
AutoCAD SHX Text
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AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
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AutoCAD SHX Text H
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AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
AutoCAD SHX Text S
AutoCAD SHX Text S3
AutoCAD SHX Text
SD
AutoCAD SHX Text COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
COPYRIGHT 2005 c ROBERT W. VAN , PE VAN ENGINEERING, INC
M
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475MM
[1'-7"]
1600MM
[5'-3"]
575MM
[1'-11"]
575MM
[1'-11"]
1600MM
[5'-3"]
475MM
[1'-7"]
100MM
[0'-4"]
100MM
[0'-4"]
5500MM
[18'-1"]
1325MM
[4'-4"]
100MM
[0'-4"]
1000MM
[3'-3"]
325MM
[1'-1"]
325MM
[1'-1"]
1000MM
[3'-3"]
1325MM
[4'-4"]
100MM
[0'-4"]
5500MM
[18'-1"]
PNL
MDP
PNL
FACP
2.00
PLASTIC NON-BIODEGRADABLE MAGNETIC MARKER
STRIP, WORDS "ELECTRICAL CABLE BELOW"
CONTINUOUSLY IMPRINTED
PLACE ON TOP OF SAND. (TYP 3 PLCS)
DIRECT BURIED CABLES
COMPACTED BACK FILL WITH
CLEAN, ROCK-FREE SAND TO
95% MODIFIED PROCTOR
BACK FILL WITH NATIVE
SOIL IN LAYERS TO 95%
MODIFIED DENSITY (TYP)
F.G.L.
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IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: NTS
PROPOSED POWER PLAN
E-2.0
SCALE: NTS
TYPICAL DUCT BANK
E-3.0
SHEET KEY NOTES
1. THE CONTRACTOR SHALL INSTALL 200AMP MAIN
DISTRIBUTION PANEL IN THE NEW GUARD SHACK.
2. NEW 200AMP POWER PANEL 240/415V 3 PHASE WITH 10
EACH 16AMP BREAKERS SINGLE PHASE, 2 EACH 63AMP 3
PHASE BREAKERS AND OTHERS SIZED AS REQUIRED.
3. INCOMING FEED FROM GENERATOR; "1 SET (120mm2 XLPE INSULATED COPPER CABLES, 4-CORE WITH A 95mm2 G/Y
GROUND CABLE) DIRECT BURIAL."
4. INSTALL DUPLEX 240V RECEPTACLES AS SHOWN.
5. INSTALL DUPLEX 240V RECEPTACLES ON EXTERIOR WALL
NEAR HVAC CONDENSERS.
6. FIRE ALARM CONTROL PANEL
7. PROPOSED SURFACE MOUNTED CCTV
8. INSTALL DUPLEX 240V RECEPTACLES ON CONCRETE PAD
NEAR VENDING MACHINES.
8 8 8 8
AutoCAD SHX Text G001
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text 2450x3050
AutoCAD SHX Text G002
AutoCAD SHX Text
TELECOM
AutoCAD SHX Text 2130x2730
AutoCAD SHX Text G003
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text 2450x1550
AutoCAD SHX Text G004
AutoCAD SHX Text
TOILET
AutoCAD SHX Text 2450x1550
AutoCAD SHX Text G005
AutoCAD SHX Text
GUARD COUNTER
AutoCAD SHX Text 5100x3350
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G006
AutoCAD SHX Text
SUNSHADE CONCRETE PAD
AutoCAD SHX Text 5000x5000
AutoCAD SHX Text G007
AutoCAD SHX Text
GENERATOR CONCRETE PAD
AutoCAD SHX Text 1700x2500
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
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CHECKED BY:
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SUBMITTED BY:
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DRAWING SCALE:
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PROJECT NO.
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DATE:
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DISCPLINE:
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M
M
M M
M M
M
M
M
M
M M
2650MM
[8'-8"]
2650MM
[8'-8"]
100MM
[0'-4"]
100MM
[0'-4"]
5500MM
[18'-1"]
100MM
[0'-4"]
2650MM
[8'-8"]
2650MM
[8'-8"]
100MM
[0'-4"]
5500MM
[18'-1"]
M
M
R
EV
D
ES
C
R
IP
TI
O
N D
AT
E
W
I
N
G
I
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A
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P
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D
DWG
SHEET
IS
SU
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F
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AL
U
D
EI
D A
IR
B
AS
E
EC
ES
C
EN
AR
-0
C
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ST
R
U C
T
ES
FS
N
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TH
G
AT
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C O
M
PL
EX
G R
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N D
IN
G
A N
D L
IG
H
TN
IN
G P
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TE
C
TI
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N
PL
AN
E-3.0
S U
BM
IT
TA
L
M R
JP
AT
EC
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AS
N
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M
AR
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AL
IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: NTS
GROUNDING AND LIGHTNING PROTECTION PLAN
E-4.0
SHEET GENERAL NOTES
1. THE CONTRACTOR SHALL PROVIDE ALL INSTALLATION
DETAILS REQUIRED FOR A COMPLETE AND CODE
COMPLIANT GROUNDING AND LIGHTNING PROTECTION
SYSTEM.
2. ANY EXTERIOR HVAC EQUIPMENT SHALL BE CONNECTED
TO THE BUILDING GROUNDING GRID.
3. CONTRACTOR SHALL INSTALL A MAIN GROUNDING
BUSBAR IN THE ELECTRICAL ROOM IN CLOSE PROXIMITY
TO THE EXTERIOR GROUND GRID CONNECTION POINT
AND THE MAIN INCOMING POWER POINT.
SHEET KEY NOTES
1. GROUND RODS AT OPPOSITE CORNERS OF THE BUILDING
SHALL BE DRIVEN AT LEAST 2m INTO THE MEAN SUMMER
WATER TABLE.
2. ALL GROUNDING CABLES TO GROUND ROD CONNECTIONS
SHALL BE MADE USING EXOTHERMIC MEANS AND NOT
CLAMPS.
3. CONTRACTOR SHALL SUBMIT LIGHTNING PROTECTION
SYSTEM DESIGN CALCULATIONS FOR QUANTITY AND
HEIGHT OF AIR TERMINALS.
4. ALL GROUNDING CONDUCTORS WHICH ARE NOT LABELED
ARE 120mmSQ > BARE STRANDED COPPER..
5. ALL GROUND RODS ARE TO BE 20MM DIAMETER, AND
MINIMUM LENGTH SHALL BE 3000MM.
6. ALL AIR TERMINALS SHALL BE 600MM MINIMUM. AIR
TERMINALS MAY BE TIED INTO THE ROOFTOP LIGHTNING
PROTECTION CABLING USING CABLE FASTENERS OR
COMPRESSION TYPE CLAMPS.
7. LIGHTNING PROTECTION "DOWN" CONDUCTOR.
INSPECTION AND TEST WELL
AIR TERMINAL
BURIED BARE COPPER GROUND LOOP
LIGHTNING PROTECTION CONDUCTOR
SHEET SYMBOL LEGEND
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DESIGNED BY:
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CHECKED BY:
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SUBMITTED BY:
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DRAWING SCALE:
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PROJECT NO.
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DATE:
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DISCPLINE:
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E
E E
E E
E E
E
E E
E E
E E
E E
E E
E E
E
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
AREA D
AREA C
AREA D
AREA B
AREA C
AREA A
AREA B
AREA A
AREA B
AREA C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C
CC
C
C
C
C
C
C
C
C
C
C
C C
C
E
EE
T
T
T
T
T
T
MH
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
E
SUB
G G
G
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
C C
C C
C C
C C
C
C
C
C
C C
CCCC
C
C C
C C
C C
C C
C C
C
C
E E
E
E
E E
E
E E
E
E
E
E E
E E
E
E
HN
HN
HN
HN
HN
SEC 3
5051/8
SE
C
/7
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C
CC
C
C
C
C
C
C
C
C
C
C
C C
C
E
EE
T
T
T
T
T
T
MH
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
E
SUB
G G
G
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
C C
C C
C C
C C
C
C
C
C
C C
CCCC
C
C C
C C
C C
C C
C C
C
C
E E
E
E
E E
E
E E
E
E
E
E E
E E
E
E
HN
HN
HN
HN
HN
SEC 3
5051/8
SE
C
/7
ROOF DRAINS (TYP)
R
EV
D
ES
C
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IP
TI
O
N D
AT
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W
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SHEET
IS
SU
ED
F
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AL
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D
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D A
IR
B
AS
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C
EN
AR
-0
C
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FS
N
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PL
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E-4.0
S U
BM
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TA
L
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JP
AT
EC
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EC
ES
AS
N
O
TE
D
-0
M
AR
C
IV
IL
IF THIS SHEET IS NOT 24" X 36" IT IS A REDUCED SCALE PRINT
NOT FOR CONSTRUCTIONTHIS DRAWING IS SCHEMATIC IN NATURE. THE GOVERNMENT MAKES NO REPRESENTATIONS REGARDING THE ACCURACY OR COMPLETENESS OF THIS DOCUMENT. THE CONTRACTOR WILL NOT REPRODUCE THIS DOCUMENT FOR USE IN DESIGN SUBMITTALS. THE CONTRACTOR WILL FIELD VERIFY AS-BUILT CONDITIONS PRIOR TO INCLUSION IN PROJECT DRAWINGS.
SCALE: NTS
ELECTRICAL SITE OVERALL KEY PLAN
E-4.0
E
C
W
PROJECT LOCATION
EXISTING ELECTRICAL LIGHT POLE
EXISTING ELECTRIC UTILITY
EXISTING COMMUNICATION LINE
EXISTING WATER LINE
EXISTING FENCE LINE
EXISTING SANITARY LINE
EXISTING COMMUNICATION MANHOLE
EXISTING WATER FIRE HYDRANT
EXISTING WATER VALVE
EXISTING MECHANICAL EQUIPMENT
EXISTING ELECTRICAL GENERATOR
EXISTING SANITARY MANHOLE
EXISTING UTILITY FUEL HYDRANT
PROPOSED TEST PITS
SHEET SYMBOL LEGEND
TP
MH
G
C
O
HYD
S
SHEET GENERAL NOTES
1. UTILITIES SHOWN FOR REFERENCE ONLY. THE
CONTRACTOR IS RESPONSIBLE TO FIELD LOCATE, TEST
PIT, VERIFY LOCATION, AND EXTENT OF ALL UTILITIES AS
REQUIRED. ADDITIONAL EXISTING UTILITIES NOT SHOWN
MAY EXIST.
2. CONTRACTOR TO PROVIDE TEMPORARY FENCE
MAINTAINING THE RESTRICTED AREA ENCLOSED.
3. CONTRACTOR TO PROTECT EXISTING LIGHTING POLES,
FENCE AND UTILITIES ALL TIMES DURING CONSTRUCTION.
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DESIGNED BY:
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PROJECT NO.
AutoCAD SHX Text
DATE:
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DISCPLINE:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
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AutoCAD SHX Text H
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E E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E
E E
MH
MH
MH
MH
AREA B
AREA C
AREA A
AREA B
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C
C
C
C
EE
T
MH
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
C
C
C
C C
C
C
C C C C C C C C
C C
C
CCCCC
C
C C
C C
C C
C C
C C
C C
C C
E E
E E
EEE
E
EEEE
HN
HN
HN HN
SE
C
/7
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C
C
C
C
EE
T
MH
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
C
C
C
C C
C
C
C C C C C C C C
C C
C
CCCCC
C
C C
C C
C C
C C
C C
C C
C C
E E
E E
EEE
E
EEEE
HN
HN
HN HN
SE
C
/7
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
MH
MHAREA A
AREA B
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C C
C…
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