W912HN-18-R-3002_AMD4_V2.pdf
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- Construction of a Standard Design Access Control Point (ACP), Project Number 70677, Ft. Gordon, GA
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- W912HN18R3002
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W912HN-18-R-3002 AMD4 DRAWINGS VOL2
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| File | Type | Posted |
|---|---|---|
| 18R3002vol1.PDF | ||
| amd7.pdf | ||
| W912HN-18-R-3002_AMD6_V2.PDF | ||
| W912HN-18-R-3002_AMD6_V1.PDF | ||
| 18R3002vol3.PDF | ||
| 18R3002vol1.PDF | ||
| W912HN-18-R-3002_AMD6_V3.PDF | ||
| amd6.pdf | ||
| 18R3002vol2.PDF | ||
| amd5.pdf | ||
| W912HN-18-R-3002_AMD5_V1.PDF | ||
| W912HN-18-R-3002_AMD5_V3.PDF | ||
| 18R3002vol1.PDF | ||
| 18R3002vol3.PDF | ||
| 18R3002vol1.PDF | ||
| W912HN-18-R-3002_AMD4_V3.pdf | ||
| amd4.pdf | ||
| 18R3002vol3.PDF | ||
| W912HN-18-R-3002_AMD4_V1.pdf | ||
| 18R3002vol2.PDF | ||
| amd3.pdf | ||
| 18R3002vol1.PDF | ||
| 18R3002vol1.PDF | ||
| amd2.pdf | ||
| W912HN18R3002_Amd_0001.pdf | ||
| 18R3002vol1.PDF | ||
| amd1.pdf | ||
| W912HN-18-R-3002_V3.pdf | ||
| 18R3002vol3.PDF | ||
| W912HN-18-R-3000_V2B.PDF | ||
| W912HN-18-R-3000_V2A.PDF | ||
| W912HN-18-R-3002_V1.pdf | ||
| 18R3002vol1.PDF | ||
| W912HN-18-R-3000_V2C.PDF | ||
| 18R3002vol2.PDF |
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C-531
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of Engineers
US Army Corps fi
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ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
1.5" OF 12.5mm SUPERPAVE
2" OF 19mm SUPERPAVE
ASPHALT PAVEMENT-ROADWAY
COMPACTED SUBGRADE
1.5" OF 9.5mm SUPERPAVE
ASPHALT PAVEMENT-SHOULDERS & PARKING LOT
CONCRETE PAVEMENT-ACP AREA
6" CONCRETE 650 PSI FLEXURAL STRENGTH
3" OF 25mm SUPERPAVE
8" OF GRADED AGGREGATE BASE
COMPACTED SUBGRADE
ASPHALT PAVEMENT-REFUSAL ROAD
12" CONCRETE 650 PSI FLEXURAL STRENGTH
CONCRETE PAVEMENT-TANK TRAIL CROSSING
8" CONCRETE 650 PSI FLEXURAL STRENGTH
CONCRETE PAVEMENT-TRUCK ACCESS AND TRUCK PARKING
2" OF 12.5mm SUPERPAVE
2" OF 12.5mm SUPERPAVE
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12" OF GRADED AGGREGATE BASE
COMPACTED SUBGRADE
6" OF GRADED AGGREGATE BASE
COMPACTED SUBGRADE
6" OF GRADED AGGREGATE BASE
COMPACTED SUBGRADE
6" OF GRADED AGGREGATE BASE
COMPACTED SUBGRADE
5" OF 25mm SUPERPAVE
6" OF GRADED AGGREGATE BASE
CE407
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GENERAL SHEET NOTES
PIPE
PERFORATED
PIPE
SOLID
DRAINAGE
INVERT OF PIPE TO MAXIMIZE
ORIENT PERFORATIONS ALONG
(TYP OF 2)
MIXTURE
SOIL
BIORETENTION
(S
N O
T E
1)
C L E
A N
O U
T
C E
N T
S
O L
ID
IS
E R
NOTES:
(MIN)
1'
NO SCALE
V A R
IE
S
TOP OF AGGREGATE
ABBREVIATIONS.
SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR1.
G U
A C
E .d g n
1/4 "
DETAIL FOR DEBRIS RACK HOLDER
TOP TO BE HINGED TO ALLOW
MIN.
SIDE VIEW
TO
(SEE HOLDER DETAIL)
ACCESS TO WATER QUALITY ORIFICE
1'-0 1/2 "
M
IN
SEE NOTE 2
NOT GALVANIZED
3/8 " DIA. BARS
TOP VIEW
SIDE VIEW OF BOLT WELDED
M
IN
ON TO METAL PLATE
SIDE VIEW
1/2 "x1 1/4 "
METAL
PLATE
1/4
BOLT
R 1/4 "
2 3/4 "
1 1/4 "
1/4 "
(FOR WATER QUALITY ORIFICE)
DETAIL FOR METAL DEBRIS RACK
FRONT VIEW
DEBRIS RACK SHALL BE FABRICATED FROM WELDED
3/8 " DIAMETER BARS . METAL COMPONENTS OF DEBRIS
RACK MUST NOT BE GALVANIZED.
DEBRIS RACK TO BE HINGED AS SHOWN OR
CONTRACTOR MAY SUBSTITUTE A COMPARABLE
DESIGN AS APPROVED BY THE ENGINEER.
THE LOCATION OF THE DEBRIS RACK HOLDER
MAY BE ADJUSTED FOR VARIABLE CONDITIONS.
WHEN HOLDER BOLT IS LOCATED ON THE METAL
PLATE THE 1/2 " DIA. BOLT LENGTH IS TO BE
REDUCED 1/4 LG. AND WELDED TO THE PLATE.
DEBRIS RACK HOLDER AND ALL HARDWARE IS
TO BE GALVINIZED.
3.
FRONT VIEW
3/4 " DIA.
HOLE
1 1/2 "
FLAT WASHER.
1/2 "x4" ADHESIVE BOLT, SELF-LOCKING HEX. NUT, 2.
1.
METAL DEBRIS RACK DETAIL
NO SCALE
SPACED ON AN "E" DIA. B.C.
TYPICAL 8 PLACED-EQUALLY
SELF LOCKING NUTS
W/FLAT WASHERS AND
ADHESIVE BOLTS
3/8 " DIA. X 6" LG.
STEEL PLATE
RISER O.D.
60 6872 9
RISER
MANAGEMENT
STORMWATER
C MIN.
BASIN
CIRCULAR
I.D.
D MIN.
AO.D. B
362617 66 169
SEGMENT
6" SQ. MAX.
DIMENSION
DC
RISER I.D.
E
A MAX.
B
WT. (LBS.)
APPROX.
1/4
TYP.
TYP.
1/2 " THICK
STEEL BAR
1/2 " DIA.
BOLTED TO RISER
THICK STEEL RING
2" WIDE X 1/4 "
SEE NOTE
DOOR W/HINGE
LOCKABLE ACCESS
THAN 7'-2".
A SWM-1 WITH A HEIGHT GREATER
TRASH RACK IS TO BE PLACED ON
GREATER THAN 75 LBS. OR IF THE
WEIGHT OF THE TRASH RACK IS
TRASH RACKS IF THE TOTAL
DOOR SHALL BE PROVIDED ON ALL
A HINGED, LOCKABLE ACCESS
NOTE:
ANTI-VORTEX PLATE
ANTI-VORTEX PLATE
1/4" THICK WELDED
INSIDE TRASH RACK
TRASH RACK DETAIL
PLATE
METAL
RACK
CONC. SWM
DEBRIS
SIDE VIEW WITH DEBRIS RACK
BOTTOM
OF BASIN
TYPICAL PIPE CULVERT
FROM SWM BASIN
DETAIL FOR METAL PLATE AND
WATER QUALITY ORIFICE
.2
THROUGH WALL
ROUND 8" OPENING
STRUCTURE
DRAINAGE
METAL
TYPICAL SWM DRAINAGE STRUCTURE
MATL
BACKFILL
CLASS C
OD
MATL
BEDDING
6" MIN
OD/4
1'-0"
INITIAL
(2)
(1)
(1)
WIDTH
TRENCH
PIPE DIA
NOMINAL
PIPE OD + 36"
PIPE OD + 30"
PIPE OD + 24"
48" & LARGER
33" THRU 42"
24" THRU 30"
SHALL BE AS SPECIFIED.
MATERIAL FOR INITIAL BACKFILL
THE MIN WIDTHS INDICATED.
WIDTHS SHALL ALSO CONFORM W/
PIPE TO BOT OF TRENCH. TRENCH
WIDTH FROM 12" ABOVE TOP OF
WIDTHS SHOWN ARE MAX TRENCH
SUITABLE
BACKFILL
MATL
NO SCALE
PIPE TRENCH
PIPE OD + 20"15" THRU 21"
2'-8"8" THRU 12"
2'-0"4" AND 6"
(3) DETAIL FOR RCP ONLY
2 3/4 "
(NOT GALVANIZED)
UNITS WHERE APPLICABLE.
METAL PLATE MUST BE
CURVED TO FIT CIRCULAR
4"
2"
16"
(4) 3/4 " DIA.
HOLES
ORIFICE
QUALITY
4.5" WATER
2"
ADHESIVE
BOLTS, SELF
LOCKING
HEX. NUTS,
WASHERS
FLAT
(4) 1/2 "x4"
3/8 "
METAL PLATE DETAIL
DRY SWALE CLEANOUT DETAIL
PIPE
PERFORATED
PIPE
SOLID
(MIN)
1'
ALL PIPING MATERIAL IS PVC.2.
GROUND.
RISER CLEANOUT STACKS SHALL BE COVERED WITH SCREW-TYPE FITTINGS INSTALL TOP OF CLEANOUT FLUSH WITH 1.
TOPSOIL (4" MIN.) TOPSOIL (4" MIN.)
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M A
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J S
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B G
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W
H N -1
-R -3 of Engineers
US Army Corps
ISSUED FOR CONSTRUCTION
D E
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R
IP
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IO
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CE505
S
P C D
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A
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N T S
G U
A C
E .d g n
N.T.S.
Sd2-G
N.T.S.
Sd2-G
N.T.S.
Sd2-G
25 YEAR LEVEL
2 YEAR LEVEL
BOTTOM WIDTH
WQv LEVEL
PERFORATED PIPE
4" UNDERDRAIN
2:1 SLOPE OR FLATTER
SHOULDER
2:1 SLOPE OR FLATTER
30" BIORETENTION SOIL MIXTURE
INTO SOIL (TYP)
KEY FILTER FABRIC
6" NO. 57 WASHED STONE
DRY SWALE DETAIL
FILTER FABRIC
FILTER FABRIC WITH SUPPORTING FRAME BAFFLE BOX SOD INLET PROTECTION
THE DRY SWALES.
DRAINAGE STRUCTURES WHEN STRUCTURES ARE PLACED WITHIN
PROVIDED EVERY 350' MAXIMUM. UNDERDRAINS SHALL TIE INTO
UNDERDRAINS SHALL OUTLET (IF GRADES ALLOW) OR CLEANOUTS
SEE CROSS SECTIONS
SECTION 32 31 10
AND STONE SPECIFICATIONS WITHIN
SEE BIORETENTION SOIL MIXTURE
**Note: For plan clarity, a single "Sd2-G" label was used on all drop inlets shown in the plan sheets to represent the three options above.
TOPSOIL (4"MIN.) TOPSOIL (4"MIN.)
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C O
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F F
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-1
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M A
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M A
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J S
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B G
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W
H N -1
-R -3 of Engineers
US Army Corps
ISSUED FOR CONSTRUCTION
D E
S C
R
IP
T
IO
N M
A R
K D
A
ES001
J
L
K H
W
B
M
E L E
C T
R
IC
A L L
E G
E N
D
POWER DISTRIBUTION
NF
FUSED DISCONNECT SWITCH. 480V IN NEMA 1 ENCLOSURE UON. MOUNT AT 72"
AFF TO TOP. 60 = SWITCH RATING, 40 = FUSE RATING.
NON-FUSED DISCONNECT SWITCH. 480V IN NEMA 1 ENCLOSURE UON. MOUNT AT
72" AFF TO TOP. 60 = SWITCH RATING, NF = NON-FUSIBLE.
DRY TYPE TRANSFORMER.T
AUTOMATIC TRANSFER SWITCH, MOUNT AT 72" AFF TO TOP.ATS
SURFACE MOUNTED PANELBOARD, MH 6'-0" TO TOP.
ED1
PANEL DESIGNATION TYPICAL
NUMBER DENOTES PANEL SEQUENCE
V DENOTES VISITOR CONTROL CENTER
G DENOTES GATEHOUSE
S DENOTES SEARCH OFFICE
C DENOTES COMMUNICATIONS SHELTER
L DENOTES ACP SITE LIGHTING
E DENOTES EMERGENCY POWER
U DENOTES UPS POWER
DENOTES NORMAL POWER
GROUND BUS BAR.
FIRE ALARM CONTROL PANEL, MOUNT AT 72" AFF TO TOP.
FACP
DUPLEX RECEPTACLE. WALL MOUNT AT 18" AFF TO CENTER UON. SUBSCRIPTS
INDICATE THE FOLLOWING FOR ALL RECEPTACLES AND EQUIPMENT CONNECTIONS;
AC MOUNT SIDEWAYS AND ABOVE COUNTER TOP, MH 38" AFF UON.
C COFFEE MAKER
CO COPIER
EWC ELECTRIC WATER COOLER (PROVIDE GFCI)
G GROUND FAULT CIRCUIT INTERRUPTER (GFCI)
I ICE MACHINE
M MICROWAVE
P PRINTER
R REFRIGERATOR
WP WEATHERPROOF COVER
TV TELEVISION
VB VENDING - BEVERAGE MACHINE
VS VENDING - SNACK MACHINE
G
QUADRAPLEX,TYP OR DOUBLE DUPLEX RECEPTACLE. WALL MOUNT AT 18" AFF TO
CENTER UON. SEE SUBSCRIPT LIST ABOVE UNDER DUPLEX RECEPTACLE.
SPECIAL RECEPTACLE WITH NEMA CONFIGURATION. COORDINATE NEMA
CONFIGURATION WITH EQUIPMENT MANUFACTURER. LEG INDICATES WALL
MOUNT AT 18" AFF TO CENTER UON, SQUARE INDICATES FLOOR MOUNTED, AND
CIRCLE INDICATES CEILING MOUNTED. SUBSCRIPTS INDICATE THE FOLLOWING:
A NEMA L5-20R 120V, 1-PHASE, SIMPLEX RECEPTACLE
B NEMA L5-30R 120V, 1-PHASE, SIMPLEX RECEPTACLE
A A
A
SIMPLEX RECEPTACLE. WALL MOUNT AT 18" AFF TO CENTER UON.
CEILING MOUNTED DUPLEX RECEPTACLE.
DUPLEX RECEPTACLE MOUNTED IN FLOOR BOX.
QUADRAPLEX,TYP OR DOUBLE DUPLEX RECEPTACLE MOUNTED IN FLOOR BOX.
COMBINATION DATA AND POWER (QUADRAPLEX OR DUPLEX) MOUNTED IN
FLOOR BOX. DATA OUTLETS TO BE GOVERNMENT FURNISHED GOVERNMENT
INSTALLED.
S
F
20A, 120/277V SINGLE POLE SWITCH. WALL MOUNT AT 48" AFF TO CENTER UON.
SUBSCRIPTS INDICATE THE FOLLOWING:
F FUSIBLE
JUNCTION BOX. PROVIDE CONDUIT, FLEXIBLE CONDUIT, CONNECTORS, FITTINGS,
ETC. THAT ARE REQUIRED FOR PROPER CONNECTION. LEG MEANS WALL
MOUNTED, CIRCLE MEANS CEILING MOUNTED, AND SQUARE MEANS FLOOR
MOUNTED.
POWER DEVICES
CONDUIT STUB-UP.
CONDUIT STUB-DOWN.
LIGHTING
1' x 4' LIGHT FIXTURE. LETTER INDICATES TYPE PER
THE FIXTURE SCHEDULE. NUMBER INDICATES CIRCUIT. SOLID FILL
INDICATES EMERGENCY FIXTURE.
A
WALL MOUNTED LIGHT FIXTURE. LETTER INDICATES TYPE PER THE
FIXTURE SCHEDULE. NUMBER INDICATES CIRCUIT. SOLID FILL
INDICATES EMERGENCY FIXTURE.
A
VACANCY SENSOR, WALL MOUNTED. SUBSCRIPT 'a' DESIGNATES ZONE
CONTROLLED (WHEN PRESENT).
S
DIMMER SWITCH. WALL MOUNT AT 46" AFF TO CENTER UON.
SUBSCRIPT 'a' DESIGNATES ZONE CONTROLLED (WHEN PRESENT).
EXIT SIGN (LEG INDICATES WALL MOUNTED).
PHOTOCELLPC
VS
VS
a a
SINGLE POLE SWITCH. WALL MOUNT AT 46" AFF TO CENTER UON.
SUBSCRIPT 'a' DESIGNATES ZONE CONTROLLED (WHEN PRESENT).a
S2
DOUBLE POLE SWITCH. WALL MOUNT AT 46" AFF TO CENTER UON.
SUBSCRIPT 'a' DESIGNATES ZONE CONTROLLED (WHEN PRESENT).
S
THREE-WAY SWITCH. WALL MOUNT AT 46" AFF TO CENTER UON.
SUBSCRIPT 'a' DESIGNATES ZONE CONTROLLED (WHEN PRESENT).
S T
DIGITAL TIMER SWITCH. WALL MOUNT AT 46" AFF TO CENTER UON.
SUBSCRIPT 'a' DESIGNATES ZONE CONTROLLED (WHEN PRESENT).
a a
S
DM
a
S
VS VACANCY SENSING SWITCH, SINGLE POLE. WALL MOUNT AT 46" AFF TO
CENTER UON. SUBSCRIPT 'a' DESIGNATES ZONE CONTROLLED (WHEN
PRESENT).
a
VACANCY SENSING SWITCH, THREE POLE. WALL MOUNT AT 46" AFF TO
CENTER UON. SUBSCRIPT 'a' DESIGNATES ZONE CONTROLLED (WHEN
PRESENT).
CIRCUIT HOME RUN, NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS.
LETTERS AND NUMBERS DESIGNATE PANEL AND CIRCUITS.
HA-1,3
ELECTRICAL GENERAL NOTES
1. MOUNTING HEIGHT, UNLESS OTHERWISE NOTED, IS TO THE CENTER LINE OF
EQUIPMENT, EXCEPT MOUNTING HEIGHT OF LIGHTING FIXTURES, WHICH IS TO
BOTTOM OF FIXTURE.
2. INSTALL OUTLET BOXES SO THAT NONE OCCUR BACK TO BACK IN WALLS.
3. NEITHER DUCT NOR LIQUID PIPING SHALL PASS OVER AND/OR THROUGH ANY
ELECTRICAL SPACE AND/OR ROOM AS DEFINED BY THE NATIONAL ELECTRIC CODE
ARTICLE 110.
4. MECHANICAL EQUIPMENT IS SHOWN IN APPROXIMATE LOCATIONS. REFER TO
MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF MECHANICAL EQUIPMENT AND
PIPING.
5. COORDINATE THE LOCATIONS AND MOUNTING HEIGHTS OF LIGHTING FIXTURES IN
MECHANICAL AND ELECTRICAL ROOMS WITH THE FINAL LOCATIONS OF PIPES,
DUCTS, AND OTHER EQUIPMENT FOR BEST ARRANGEMENT. FIXTURES SHALL BE
EASILY ACCESSIBLE FOR RELAMPING AND REPLACEMENT OF DRIVERS/BALLASTS.
6. WHERE LIGHT SWITCHES ARE INDICATED TO BE MOUNTED BEHIND DOORS, MOUNT
SUCH THAT SWITCHES ARE A MINIMUM OF 3' - 9" FROM HINGED SIDE.
7. WHERE MORE THAN ONE SWITCH OCCURS IN HOLLOW METAL FRAMES, MOUNT
ONE ABOVE THE OTHER WITH TOP SWITCH MOUNTED AT 4'-0' AFF.
PANEL L1D1
100A, 208Y/120V - 3ϕ, 4W
FEEDS FROM PANEL MDP
INSTALLED: 2016
EMERGENCY LIGHTING INVERTERINV
A
CEILING MOUNTED RECESSED OR PENDANT MOUNTED ROUND
DOWNLIGHT FIXTURE. LETTER INDICATES TYPE PER THE FIXTURE
SCHEDULE. NUMBER INDICATES CIRCUIT. SOLID FILL INDICATES
EMERGENCY FIXTURE.
A CEILING MOUNTED RECESSED OR PENDANT MOUNTED DOWNLIGHT
FIXTURE. LETTER INDICATES TYPE PER THE FIXTURE SCHEDULE.
NUMBER INDICATES CIRCUIT. SOLID FILL INDICATES EMERGENCY
FIXTURE.A
WALL MOUNTED STRIP LIGHT FIXTURE. LETTER INDICATES TYPE PER
THE FIXTURE SCHEDULE. NUMBER INDICATES CIRCUIT. SOLID FILL
INDICATES EMERGENCY FIXTURE.
J J
AV AV
E E
CONNECTION TO EQUIPMENT. PROVIDE LEADS, TERMINAL STRIPS OR CONTROL
PANEL INCLUDING ALL CONDUCTORS, CONDUIT, FLEXIBLE CONDUIT, JUNCTION
BOXES, CONNECTORS, FITTINGS, ETC. REQUIRED FOR PROPER CONNECTION. LEG
MEANS WALL MOUNTED, CIRCLE MEANS CEILING MOUNTED, AND SQUARE MEANS
FLOOR MOUNTED. PROVIDE OUTLET AND PATHWAY FOR AV EQUIPMENT WITH
PULL STRING.
VACANCY SENSOR, CEILING MOUNTED. SUBSCRIPT 'a' DESIGNATES
ZONE CONTROLLED (WHEN PRESENT).
8. PROVIDE DISCONNECT SWITCHES WHERE NOT INDICATED ON EQUIPMENT PER
NEC.
9. SEAL PENETRATIONS THROUGH FLOORS OR FIRE WALLS TO MAINTAIN THE
INTEGRITY OF THE FIRE AND ACCOUSTIC RATINGS OF THE WALLS AND FLOORS.
10. LOCATE ALL RACEWAYS TO AVOID INTERFERENCE WITH DUCTS, PIPES,
MECHANICAL EQUIPMENT ETC., WITH REMOVAL OF CEILING TILES, OR WITH
ACCESS TO EQUIPMENT WHICH REQUIRES PERIODIC ADJUSTMENT OR
MAINTENANCE.
11. PROVIDE NAMEPLATES ON THE EXERIOR OF ALL ELECTRICAL PANELS AND
ENCLOSURES AS FOLLOWS:
LINE 1: DEVICE ID
LINE 2 DEVICE RATING
LINE 3: POWER SOURCE
LINE 4: INSTALLATION DATE
FOR DISCONNECT SWITCHES AND MOTOR STARTERS, THE TOP LINE SHALL BE THE
NAME/DESIGNATION OF THE EQUIPMENT BEING FED BY THE SWITCH/STARTER.
12. ALL MATERIALS AND EQUIPMENT SHALL BE LISTED AS COMPLYING WITH THE
APPLICABLE STANDARDS OF UNDERWRITERS LABORATORIES, INC.
13. PROVIDE DISCONNECTING MEANS FOR ALL ELECTRICALLY OPERATED
AUTOMATIC DOOR OPERATORS. DISCONNECTING MEANS SHALL BE A 20A, 120V
TOGGLE SWITCH MOUNTED ABOVE THE FINISHED ACCESSIBLE CEILING ADJACENT TO
THE DOOR OPERATOR.
a
S
3VS
a
A
A
A
A
A
2' x 4' LIGHT FIXTURE. LETTER INDICATES TYPE PER
THE FIXTURE SCHEDULE. NUMBER INDICATES CIRCUIT. SOLID FILL
INDICATES EMERGENCY FIXTURE.
A
A
2' x 2' LIGHT FIXTURE. LETTER INDICATES TYPE PER
THE FIXTURE SCHEDULE. NUMBER INDICATES CIRCUIT. SOLID FILL
INDICATES EMERGENCY FIXTURE.
A
A
MBCEM
MULTI-BRANCH CIRCUIT ENERGY MONITOR
UTILITY VAULT
HANDHOLE
MANHOLE
UV
HH
MH
SITE ELECTRICAL
PAD-MOUNT UTILITY TRANSFORMER
POLE MOUNTED SITE LIGHTING FIXTURE (2-HEAD SHOWN).
LETTER INDICATES TYPE PER THE FIXTURE SCHEDULE.
NUMBER INDICATES CIRCUIT.
OB
J W
W
SECURITY FENCE
14.
ASSOCIATED WITH THIS PROJECT. CONTRACTOR SHALL CONTACT GEORGIA POWER
CONTRACTOR IS RESPONSIBLE FOR PAYING ANY GEORGIA POWER FEES
TO OBTAIN THE COSTS OF THE FEES.
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D B
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C O
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C T N
O
C H
E C
K E
D B
Y
D R
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N B
Y
IS
S
U E D
A T
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
A N
S
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V A
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IS
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W
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T O
G L E
T H
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P E A
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N U
E
S A
V A
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E O
R G
IA
C O
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E C
H N
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O G
Y C
O R
P
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F F
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of Engineers
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R T G
O R
D O
N
G E
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G
IA
A C
C E
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O N
T R
O L P
O
IN
T
F Y
P
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C A
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G O
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O D
E
-1
-0
ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
J
L
K
30' 60'0
SHEET KEYNOTES
G
ES109
T C
H L
IN
E F
O R C
O N T S
E E S
H E
S
A
T C
H L
IN
E F
O R C
O N
T S
E E S
H E
S
SCALE: 1" = 30'
E L E
C T
R
IC
A L P
L
SITE LIGHTING
GENERAL NOTES
1. PROVIDE HAND/OFF/AUTO CONTROL OF LIGHT
FIXTURES IN THE APPROACH ZONE, ACCESS
CONTROL ZONE, AND RESPONSE ZONE AT COMMAND
2. SITE LIGHTING FIXTURES AND POLES ARE SPECIFIED,
PROVIDED, AND INSTALLED BY GA POWER.
3. REFER TO SHEETS E-001 AND E-002 FOR SYMBOL
LEGEND.
GENERAL SHEET NOTES
RANG
E RO
AD
LO
CATED AT NO
RTH
TO
G
A PO
W
ER PO
LE
AND CONTROL IN THE GATEHOUSE.
J W
EQUIPMENT REQUIREMENTS.
VEHICLE BARRIER MANUFACTURER FOR WIRING AND
EQUIPMENT. CONTRACTOR SHALL COORDINATE WITH
PROVIDE ALL VEHICLE BARRIER ALL CONDUITS, CABLES AND 3.
PHOTOCELL.
CONTROL LIGHT VIA FUSIBLE TOGGLE SWITCH AND 2.
ABBREVIATIONS.
SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR 1.
(1) - 2" BURIED CONDUIT WITH 1" INNERDUCT.9.
EQUIPMENT MANUFACTURER PRIOR TO ROUGH IN.
(1) - 2" BURIED CONDUIT. VERIFY CONDUIT ROUTING AND SIZE WITH 8.
POWER.
HV TERMINTATING CABINET PROVIDED AND INSTALLED BY GEORGIA 7.
BE PROVIDED AND INSTALLED BY GEORGIA POWER.
TRANSFORMER, CONCRETE PAD, GROUNDING SYSTEM, ETC. SHALL
50 KVA PADMOUNT TRANSFORMER MOUNTED ON CONCRETE PAD. 6.
SHEET E-604 FOR FEEDER SCHEDULE.
REFER TO SHEET E-601 FOR ELECTRICAL ONE LINE DIAGRAM AND 5.
PROVIDED AND INSTALLED BY GEORGIA POWER.
DIRECT BURIED UTILITY FEEDS FOR BUILDING SERVICE TO BE 4.
TO BE PROVIDED AND INSTALLED BY GEORGIA POWER.
MANHOLE/HANDHOLE FOR PRIMARY/SECONDARY UTILITY FEEDERS 3.
SHALL BE PROVIDED AND INSTALLED BY GEORGIA POWER.
DUCT BANKS FOR PRIMARY UTILITY FEEDERS ON ROAD CROSSINGS 2.
INSTALLED BY GEORGIA POWER.
DIRECT BURIED PRIMARY UTILITY FEEDERS TO BE PROVIDED AND 1.
CAPPED OFF (TYP.)
BEYOND CONCRETE LIMITS AND
CONDUIT STUBBED OUT
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D A
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C T N
O
C H
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K E
D B
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D R
A W
N B
Y
IS
S
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A T
E
B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
A N
S
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S A
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N N
A H D
IS
T R
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T O
G L E
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P E A
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N U
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A H G
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IA
C O
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H N
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O G
Y C
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P
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F F
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T R
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V
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IN
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of Engineers
US Army Corps
/3
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IA
A C
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G O
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O D
E
-1
-0
ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
PAVED SHOULDER (TYP)
GATE 6 ACCESS ROAD CONSTR. BL.
OW
CS
UV
OB
OB
OB
OB
OB
OB
G
K
GENERAL SHEET NOTES
G
TS105
MATCH
LIN
E
- F
OR
CONT
SEE
SH
TS
SCALE: 1" = 30'
T E
L E
C O
M M
U N
IC
A T
IO
N S S
IT
E P
L A
N
2-WAY
TS501
TS501
DIAGRAM.
SEE SHEET TS601 FOR TELECOMMUNICATIONS RISER 3.
ONLY.
UTILITIES OTHER THAN TELECOM SHOW FOR REFERENCE 2.
NOTES AND SITE LEGEND.
SEE SHEET TS001 FOR TELECOMMUNICATIONS SITE GENERAL 1.
A
LOUDSPEAKER POLE BASE
EMERGENCY
H
SHEET KEYNOTES
BASE.
CONCRETE LOUDSPEAKER POLE BASE AND CAP 3" ABOVE
PVSC AIC EQUIPMENT AND ROUTE AS INDICATED TO WITHIN
PROVIDE 2" UG EMPTY CONDUIT WITH PULL STRING FROM 1.
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D B
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D A
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C O
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C T N
O
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E C
K E
D B
Y
D R
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N B
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IS
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U E D
A T
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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IS
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IA
C O
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F F
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T R
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O K
E
V
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IN
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of Engineers
US Army Corps
/3
/1
F O
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O R
D O
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G E
O R
G
IA
A C
C E
S C
O N
T R
O L P
O
IN
T
F Y
P
N
C A
T E
G O
R Y C
O D
E
-1
-0
ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
PVSC
S A S
THH-02
G
K
MATCH
LIN
E
- F
OR
CONT.
S
EE
SH
TS
GENERAL SHEET NOTES
B G
M
M A T C
H L
IN
E F
O R C
O N T S E E S
H T
S
TS108
SCALE: 1" = 30'
E
L E
C O
M M
U N
IC
A T
IO
N S S
IT
E P
L A
N
4-WAY
4-WAY
TYPICAL
TS501
TS501
TS501
DIAGRAM.
SEE SHEET TS601 FOR TELECOMMUNICATIONS RISER 3.
ONLY.
UTILITIES OTHER THAN TELECOM SHOW FOR REFERENCE 2.
NOTES AND SITE LEGEND.
SEE SHEET TS001 FOR TELECOMMUNICATIONS SITE GENERAL 1.
A S
T
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SHEET KEYNOTES
OF STUB UP WITH CAMERA, VEHICLE BARRIER SYSTEM.
APPROXIMATE LOCATION INDICATED. COORDINATE EXACT LOCATION
PROVIDE 1" UNDERGROUND CONDUIT AND STUB UP IN 1.
S O
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O
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N B
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IS
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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W
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IA
C O
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of Engineers
US Army Corps
/3
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O
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P
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G O
R Y C
O D
E
-1
-0
ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
C
TMH-24
C
TMH-25
G
K
GENERAL SHEET NOTES
G
TS109
T C
H L
IN
E F
O R C
O N T S
E E S
H T
S
M A
T C
H L
IN
E F
O R C
O N
T S
E E S
H T
S
SCALE: 1" = 30'
T E
L E
C O
M M
U N
IC
A T
IO
N S S
IT
E P
L A
N
TYPICAL
4-WAY
4-WAY
4-WAY
2-WAY
TS501
TS501
TS501
TS501
TS501
TS501
A S
T
SHEET KEYNOTES
INDICATED FOR VEHICLE BARRIER SYSTEM.
PROVIDE ONE 1" UNDERGROUND CONDUIT TO SAFETY LOOP AS 5.
INDICATED FOR VEHICLE BARRIER SYSTEM.
PROVIDE TWO 2" UNDERGROUND CONDUITS TO HAND HOLES AS 4.
CONTROLLER.
APPROXIMATE LOCATION INDICATED FOR VEHICLE BARRIER
PROVIDE 1" UNDERGROUND CONDUIT AND STUB UP IN 3.
BARRIER SYSTEM.
APPROXIMATE LOCATION INDICATED FOR SIGNAL POLE, VEHICLE
PROVIDE 1" UNDERGROUND CONDUIT AND STUB UP IN 2.
OF STUB UP WITH CAMERA, VEHICLE BARRIER SYSTEM.
APPROXIMATE LOCATION INDICATED. COORDINATE EXACT LOCATION
PROVIDE 1" UNDERGROUND CONDUIT AND STUB UP IN 1.
FOR REQUIREMENTS.
AND COORDINATE WITH VEHICLE BARRIER MANUFACTURER
PROVIDE ALL VEHICLE BARRIER CONDUITS WITH PULL STRING 4.
DIAGRAM.
SEE SHEET TS601 FOR TELECOMMUNICATIONS RISER 3.
ONLY.
UTILITIES OTHER THAN TELECOM SHOW FOR REFERENCE 2.
NOTES AND SITE LEGEND.
SEE SHEET TS001 FOR TELECOMMUNICATIONS SITE GENERAL 1.
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T E
D B
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D A
T E
C O
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R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
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IS
S
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A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
A N
S
E N
A M
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S A
V A
N N
A H D
IS
T R
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T
W
E S
T O
G L E
T H
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P E A
V E
N U
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S A
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N N
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E O
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IA
C O
M T
E C
H N
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O G
Y C
O R
P
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F F
E R
S O
N S
T R
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of Engineers
US Army Corps
/3
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F O
R T G
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D O
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IA
A C
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O
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F Y
P
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G O
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O D
E
-1
-0
ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
OW
CS
TMH-22
TMH-23
C
C
H
THH-6
G
K
TS601
L E
C O
M R
IS
E R D
IA
G R
A M
S
MAIN TTB-1
COMM. SHELTER
TTB-7
GH BLDG
TTB-6
SAB BLDG
TTB-4
VCC BLDG
E-503
(TYP.)
TO SERVICE
GROUND
E-503
(TYP.)
E-501
2 E-501
TO SERVICE
GROUND
TTB-8
GH BLDG
TTB-5
VCC BLDG
TTB-2
COMM. SHELTER
TTB-3
COMM. SHELTER
E-105
E-103
E-107
SHEET KEYNOTES
GENERAL SHEET NOTES
TS601
N.T.S.
TELECOMM RISER DIAGRAM
BUILDING, AND GH BUILDING.
FIBER OPTIC CABLE IN THE COMM SHELTER, VCC BUILDING, SAB
SEE TELECOM DRAWINGS FOR TERMINATION OF THE 144 STRAND OS2 4.
SEE ELECTRICAL SHEETS FOR REFERENCED DETAILS.3.
GORDON HIGHWAY GDOT CONTRACTOR.
FOR THE COORDINATION AND SCHEDULING OF THIS WORK WITH THE
GORDON HIGHWAY PROJECT. CONTRACTOR WILL BE RESPONSIBLE
ROADWORK TO BE CONSTRUCTED BY THE CONCURRENT GDOT
THIS PROJECT WILL INCLUDE CONSTRUCTION WITHIN THE AREA OF 2.
AND SITE LEGEND.
SEE SHEET TS001 FOR TELECOMMUNICATIONS SITE GENERAL NOTES 1.
A S
T
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
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CABLE.
COORDINATE CABLE ROUTING AND FUSION SPLICES FOR 144 PAIR
BUILDING 15301. TERMINATE FOC IN THE COMMUNICATIONS ROOM.
EXTEND 144 STRAND OS2 THROUGH MANHOLE MH207A INTO EXISTING 4.
TTB: 4' x 8' x 3/4" FIRE-RETARDANT PLYWOOD BACKBOARD.3.
REQUIREMENTS.
TO TELECOMMUNCATIONS SITE PLANS FOR CONDUIT AND ROUTING
TELECOM DUCT BANK WITH 144 STRAND OS2 FIBER CABLING. REFER 2.
MAIN TTB: 4' x 8' x 3/4" FIRE-RETARDANT PLYWOOD BACKBOARD.1.
S O
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IZ
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S U
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D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S
E N
A M
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S A
V A
N N
A H D
IS
T R
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T
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H G
E O
R G
IA
C O
M T
E C
H N
O L
O G
Y C
O R
P
S J E
F F
E R
S O
N S
T R
E E
T S
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V
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IN
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of Engineers
US Army Corps
/3
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F O
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D O
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O
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F Y
P
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C A
T E
G O
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O D
E
-1
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ISSUED FOR CONSTRUCTION
W
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File details come from the government source that posted it.