Am_0003-Drawings.pdf
PDF 7 MB Posted
- Attached to
- Maintenance Hangar -Fort Carson, CO Federal contract opportunity
- Solicitation number
- W9128F-16-R-0067
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Amendment 3 - Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9128F-16-R-0067_Amend_0009.pdf | ||
| Am_0008.pdf | ||
| Am_0007-Drawings.pdf | ||
| Am_0007.pdf | ||
| Am_0006.pdf | ||
| Am_0006-Drawings.pdf | ||
| Am_0005-Drawings.pdf | ||
| Am_0005.pdf | ||
| Am_0004-Drawings.pdf | ||
| Am_0004.pdf | ||
| Am_0003.pdf | ||
| FCX7_CADD_Files.zip | ZIP file | |
| Am_0002-Drawings.pdf | ||
| Am_0002.pdf | ||
| FY15_Attack_Pre-award_Site_Visit_Sign-In_Sheet_(07JUN16).pdf | ||
| Am_0001-Vol1_Drawings.pdf | ||
| Am_0001-Vol3_Drawings.pdf | ||
| Am_0001.pdf | ||
| FCX7_Advertisement_Vol._1.PDF | ||
| FCX7_Advertisement_Vol._1.PDF.7z | 7Z file | |
| FCX7_Advertisement_Vol._3.pdf | ||
| FCX7_Advertisement_Vol._2.pdf | ||
| Specs_W9128F-16-R-0067.pdf |
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S O
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IDENTIFICATION
SHEET
D A
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®of Engineers
US Army Corps of Engineers
US Army Corps
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INDEX
SHEET SEQUENCE NUMBER
w/ Level 2 Designator
DISCIPLINE DESIGNATOR
M - 2 0 1
2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:
R
T
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M
D
P
F
Q
I
A
S
L
C
B
V
H
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RESOURCE
TELECOMMUNICATIONS
ELECTRICAL
MECHANICAL
PROCESS
PLUMBING
FIRE PROTECTION
EQUIPMENT
INTERIORS
ARCHITECTURAL
STRUCTURAL
LANDSCAPE
CIVIL
GEOTECHNICAL
SURVEY / MAPPING
HAZARDOUS MATERIALS
GENERAL
Designator)
RELEASE 3.0 for Level 2
(see A/E/C CADD STANDARD
INDEX LEGEND:
SHEET TYPE DESIGNATOR
3. SHEET TYPE DESIGNATORS:
3D REPRESENTATIONS
USER DEFINED
USER DEFINED
SCHEDULES & DIAGRAMS
DETAILS
LARGE-SCALE VIEWS
SECTIONS
ELEVATIONS
PLANS
GENERAL
P N
F
Y
W F -1
-R -0
F O
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A R
S O
N
C O
L O
R A
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VOLUME CONTINUED1
A
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N D R
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-2
L .B .C
3 {{
-2
-2
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R A
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REF.
REF.
BRIEFING
ROOM
BRIEFING
ROOM
(LARGE)
BRIEFING
STORAGE
204A
SIPR
ALSE
STAIR 2
S202
MEN'S
REST
ROOM
CO. HQ
217A
1ST SGT.
217B
STO.
217C
DELTA
CO.
ORDERLY
ROOM
217STDS
217D
SAFETY
217E
TAC OPS
217F
SEC. STO.
218B
ELEVATOR
FLT. OPS
FLT. OPS
OFFICE
218A
FLIGHT
PLANNING
A-301
204C
217A
217B
218B
8A
217F
217D
4A
4B 20
217C217E
S2
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M
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IN
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M
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C H
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E "A
BBBBBBB
A-432
A-440
EWC
B A-303
SF-3
7A
ISSUE
COUNTER
215B
6A
6B
5B
6A
6A
6A
6A
9B
6A
6A
6A 9B
6A
6A
6A
6A
6A
6A
6A
6B
7B
6B 8 7C
6B
SF-1
7B
7D 7B
1A
6A 6A
6A 7D
7D
1A
6A6 6A A-421
WOMEN'S REST
ROOM
FEC1
FEC1
219A
8A
RD
A-460
MB
MB
MB
MBMB
BB
219B
MB
MB
MPS1
FD
FD
CORR
200A
MPS1
A-400
L
H
G
F
10 12 14 16
19 21
9'-10"
A-702 B
A-702 B
X09
A-402
B
A-542
9B 6A 6A 6A
9C
7D
24 LOCKERS
IN 3 TIERS
BELOW 18 1917
BELOW BELOW BELOWBELOW
BELOW
PM PM
C1 B B B B
DEEP
SINK
7B 7B
D A-464
BLDG
DIR
3-12"Wx24"Dx72"H
SINGLE TIER
LOCKERS
CPT
RT
FSM
FSM
FSMFSMFSM
FS
M
CG
CJ
CG
CJ
CJ
CJ
CJ
CGCG CG
CGCG CGCG
CG
CG CG CG CG
CG
CG
CGCG
CJ
CJ
COORDINATE MB LOCATION
WITH FURNITURE, SEE
SHEET I- 112
1513 1811 20
CR
CRCR
CR
CR
CR
CR
CR
CR
CR
(CF/CI)
(CF/CI) OVEN
M
AT
C H
L
IN
E "B
6 6A
111111
7D
11 11
PLAN NORTH
KEY PLAN
A B C
D E F
X WALL TYPE SEE SHEETS A-410, A-411
SYMBOLS LEGEND
X WINDOW TYPE SEE SHEETS A-620
XX VISUAL EQUIPMENT SEE SHEETS A-422
X MATERIAL COLOR/FINISH LOCATION SEE
SHEET A-201 THRU A-208
PM PROJECTOR MOUNT
FSM FLAT SCREEN MONITOR MOUNT
LOUVER SEE-620LX
CJ GWB CONTROL JOINT IN INTERIOR WALLS
FEC FIRE EXTINGUISHER CABINET SEE DETAILS A-733
BLDG
DIR BUILDING DIRECTORY
CG CORNER GUARD
BB BULLETIN BOARD
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
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D
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B Y:
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BY
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4"
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/ 2
1:
: 4
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1/8" = 1'-0"A-122
1 PLAN - SECOND FLOOR - AREA "B"
8'0 4' 16'
GENERAL NOTES:
1.SEE A-100 FOR STRUCTURAL GRID DIMENSIONING.
2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL OCCUR AT THE CENTER
LINE OF THE DOOR PANEL IN THE CLOSED POSITION UNLESS NOTED OTHERWISE.
3. ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 & A-601 SHEETS.
4. DOOR SCHEDULES MAY BE FOUND ON A-610 & A-611 SHEETS.
5. WINDOW SCHEDULES MAY BE FOUND ON A-620 SHEETS.
6. SEE FIRE PROTECTION SHEETS FOR LOCATIONS OF FIRE AND SMOKE RATED WALLS
AND PARITIONS.
7. SEE A-410 FOR WALL TYPE DETAILS
8. SEE "AE" SHEETS FOR ADDITIONAL PRECAST PANEL DIMENSIONS.
9. PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING ON ALL EXPOSED GWB
SURFACES. PROVIDE AT CORNERS OF DOOR OR WINDOW OPENINGS OR EDGES OF
CEILING FEATURES WHENEVER POSSIBLE.
10. SEE ELECTRICAL SHEET 8/EG-503 FOR GROUND POINT DETAILS
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TOP OF GUARD - TYP
4'-0" AFF
1' -5
" 2' -1
0"
1'-6"
SE
AT
1' -5
" 2' -3
TOILET TISSUE
DISPENSER
(TTD)
GRAB BAR -
SHOWER
HORIZONTAL
(GB3)
FOLDING
SHOWER
SEAT (FSS)
SANITARY
NAPKIN
DISPOSER
(SND)
ELECTRIC WATER
COOLER W/
BOTTLE FILLER
(EWC)
ELECTRIC
HAND DRYER
(EHD)
SHOWER
CURTAIN ROD
W/ SHOWER
CURTAIN
(SCR/SC)
TOILET ACCESSORIES LEGEND
O R
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3' -6
O R
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TO
B
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MOP AND
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HOLDER W/
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(MBH)
6' -0
BUILDING ACCESSORIES LEGEND
FIRE EXTINGUISHER
CABINET (FEC)
FIRE
EXTINGUISHER
BRACKET (FEB)
0' -4
6'
-0
MARKER BOARD (MB) BUILDING
DIRECTORY
(BD)
MIRROR, GLASS
(MG)
DOUBLE-
TIER LOCKER
(DT)
ACCESSIBLE
LOCKER
BENCH(LBA)
STANDARD
LOCKER BENCH
(LB)
1'-8"
1' -6
1' -6
1'-0"
SE
E
W
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TY
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" M
AX
3' -6
SINGLE-TIER
LOCKER
(SL)
4' -0
ALUM MARKER RAIL
BOTTLE FILLER
APPARATUS
CAM-TYPE MOP HOLDER
TOWEL HOOK
FINISHED FLOOR
FINISHED FLOOR
3' -0
PROVIDE ABA
ACCESSIBLE
BASE WHERE
SHOWN ON PLANS
6' -0
6' -6
SEE A-731 FOR DETAILS
(MOUNTING HEIGHT(S) FOR HFEC-1
AND HFEC-2 ARE SIMILAR)
3' -0
3'
-4
STAINLESS STEEL
GUARDRAIL W/ 2"
MIN LEGS
TERMINATE GUARD
AT TOP OF BASE AS
SCHEDULED
TERMINATE GUARD
AT BOTTOM OF
CHAIR RAIL IF
SCHEDULED
CORNER GUARD
(CG)
WALL AS
SCHEDULED
2' -1
0"
TYP.
2'-0"
COUNTER,
WHERE OCCURS
1' -5
" M
AX
, A C
C
ES
SI
BL
E O
N
LY
URINAL
(URN)
PAPER TOWEL
DISPENSER W/
WASTE
RECEPTACLE
(PTDWR)
3' -6
3' -0
T.
O
. G R
AB
B
AR
-3
6" T
YP
MIN.
3'-0"
MIN.
3'-6"
MAX.
1'-0"
GRAB BAR -
SIDE WALL
(GB1)
GRAB BAR -
REAR WALL
(GB2)
MIN.
4'-6"
MIN.
1'-0"
MIN.
2'-0"
WALL
17"-19"7"-9"TTD
SH
SH
5' -0
3' -2
SOAP
HOLDER
(SH)
ABA
SHOWERS
NON-ABA
SHOWERS
HANDICAPPED ACCESSIBLE HEIGHT NOTES:
MAX FORWARD REACH = 48"
MAX SIDE REACH = 54"
SEE PLUMBING FOR FIXTURE TYPE
ACCESSIBLE
HOOK
(AH)
STANDARD
HOOK
(H)
TO
P
O F
H O
O
KS
8"
TO
P
O F
H O
O
KS
6"
ADDITIONAL ABBREVIATIONS:
(SD) SOAP DISPENSER
(TP) TOILET PARTITION
(URS) URINAL SCREEN
2' -1
0"
REAR
WALL
CONTROL
WALL
PROVIDE
GRAB BAR
ALONG
CONTROL
WALL
MEDIA BOARD
M O
U N
TI
N
G H
EI
G
H T
- S
EE
S C
H
ED
FINISH FLOOR
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
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BY
S
IZ
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FI
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N
A M
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IS
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C O
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N O
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IN
EE
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C
KD
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US Army Corps of Engineers ®
" x
4"
D
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B
A
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N U
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BE
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P
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SC
A
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P
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SHEET OF
A s in di ca te d
6/
/ 2
1:
: 0
PM
FO
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C A
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SO
N, C
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PN
7 7
(F
Y 1 5)
/0
1/
W
F-
-R
-0
OMAHA DISTRICT
D es ig ne r
A ut ho r
A pp ro ve r
F2
-1 0-
A-422
O M
AH
A
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A , N
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K A
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T Y
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A- 4 2
2-
GENERAL NOTES:
1. SEE PLANS FOR MOUNTING LOCATIONS OF ACCESSORIES AND EQUIPMENT.
2. SEE SIGNAGE SCHEDULE FOR SIGNAGE MOUNTING DETAILS.
3. COORDINATE FINAL ACCESSORY MOUNTING HEIGHTS AND LOCATIONS WITH PLUMBING, ELECTRICAL AND MECHANICAL
EQUIPMENT AND ACCESSORIES.
1/2" = 1'-0"A-422
A MEDIA MOUNTING HT
WALL MEDIA SCHEDULE
TYPE MARK DESCRIPTION NORTH SOUTH WEST EAST ROOM NO. MOUNT HEIGHT
MB MARKER BOARD 4'X8' x 107 7'-0" MB1 MARKER BOARD 4'X6' x 111 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 111 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 111 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 112 7'-0" MB1 MARKER BOARD 4'X6' x 113 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 113 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 113 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 113A 7'-0" MB MARKER BOARD 4'X8' x 114 7'-0" MB MARKER BOARD 4'X8' x 115 7'-0" MB MARKER BOARD 4'X8' x 116 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 132 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 132 7'-0" MB1 MARKER BOARD 4'X6' x 203 7'-0" MB1 MARKER BOARD 4'X6' x 203 7'-0" MB1 MARKER BOARD 4'X6' x 203 7'-0" MB1 MARKER BOARD 4'X6' x 203 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 203 7'-0" MB MARKER BOARD 4'X8' x 204 7'-0" MB MARKER BOARD 4'X8' x 204 7'-0"
MPS1 MOTORIZED PROJECTION
SCREEN 5'HX8-8"W
x 204 7'-0"
MPS1 MOTORIZED PROJECTION
SCREEN 5'HX8-8"W
x 204 7'-0"
MB MARKER BOARD 4'X8' x 206 7'-0" MB MARKER BOARD 4'X8' x 206 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 212A 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 213C 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 214D 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 217A 7'-0" MB MARKER BOARD 4'X8' x 218 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 218 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 218 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 218 7'-0" MB MARKER BOARD 4'X8' x 219 7'-0" MB MARKER BOARD 4'X8' x 219 7'-0" BB BULLETIN BOARD 3'X5' x 219 6'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 219 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 219 7'-0" FSM FLAT SCREEN MONITOR (N.I.C.) x 219A 7'-0" MB MARKER BOARD 4'X8' x 221 7'-0" MB MARKER BOARD 4'X8' x 221 7'-0" PS1 PULL DOWN SCREEN 5'HX8-8"W x 221 7'-0"
M
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AP
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A L
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AM
P
ROUTE 1
G
R A
V E
L
R O
U T
RW 11
N: 1303046.24
E: 3214961.73
ELEV. = 5665.14
5/8" REBAR & 3.5"
ALUMINUM CAP
B A
R B
D
IR
E
B A
R B
E
CP TEST
4' BARBED WIRE
APPROXIMATE LOCATION OF WATERLINE PLOTTED
BASED ON EXISTING MANHOLES, VALVES, &
MAKER POSTS AND G-TAB MAPPING.
30 M.P.H.
20 M.P.H.
S O
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IT
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N N
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
80'20'0 40'
SCALE: 1" = 40' - 0"
EDGE ROAD
DELINEATOR
EDGE ROAD
DELINEATOR
SPEED LIMIT 30/
TRAC VEH PROHIBITED
EDGE ROAD
DELINEATOR
SPEED LIMIT 30/
TRAC SPEED LIMIT 20
NORTH ROUTE 1
RIGHT
HIGHWAY 1 AHEAD/RIGHT
EDGE ROAD
DELINEATOR
EDGE ROAD
DELINEATOR
CURVE
EDGE ROAD
DELINEATOR
YIELD
EDGE ROAD
DELINEATOR
DO NOT
ENTER EDGE ROAD
DELINEATOR
EDGE ROAD
DELINEATOR
CAUTION
CURVE
BUTTS ROAD LEFT
GATE 19 RIGHT
EDGE ROAD
DELINEATOR
EDGE ROAD
DELINEATOR
STOP
CURVE
CURVE
CURVE
CHEVRON
SOUTH ROUTE 1
LEFT
DELINEATOR (TYP.)
REMOVE EDGE ROAD
REMOVE SIGN (TYP.)
REMOVE GRAVEL ROAD
THIS PROJECT.
ON SHEET CD813 IS TO REMAIN IN PLACE UNDER
OF THIS CUT LOCATION TO THE EXTENT INDICATED
EXISTING COMMUNICATIONS LINE NORTH AND EAST
LENGTH WITH 'TO' SHEETS). REMAINDER OF
BOX, AND SPLICED WITH NEW LINE (COORDINATE
COMMUNICATIONS LINE TO BE CUT, COILED IN PULL
APPROXIMATE EXTENT OF EXISTING DIRECT-BURY
ABANDONED IN PLACE).
CD813 (PORTIONS UNDER EXISTING ROADWAYS THAT ARE UNTOUCHED MAY BE
LINE BETWEEN THIS NEW PULL BOX LOCATION AND LOCATION INDICATED ON SHEET
SHEETS FOR LENGTH). REMOVE REMAINDER OF DIRECT-BURIED COMMUNICATIONS
LINE TO REMAIN UNCUT, COILED IN NEW PULL BOX, AND USED FOR SPLICE (SEE 'TO'
NEW PULL BOX LOCATION. FIRST PORTION OF DIRECT-BURIED COMMUNICATIONS
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
F C
X
C D
.d g n
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
DEMOLITION KEYNOTE LEGEND:
REMOVE EXISTING SIGN
REMOVE EXISTING TREE
REMOVE EXISTING ELECTRICAL POLE
REMOVE EXISTING STORM PIPE / CONCRETE HEADWALLS
REMOVE EXISTING STRUCTURE AS NOTED
REMOVE EXISTING ROCK/GRAVEL MATERIALS
(AND BASE COURSES)
REMOVE EXISTING ASPHALT ROAD SURFACE
A R
E A
A N
S I
D
C
IV
IL
S
E C
T
IO
N
A P
F
A P
F
M T J
D E
M O
L
IT
IO
N P
L A
N
E S
S A
Y O
N S R
O A
D
CD811
/0
/2
F -1
-1
W F -1
-R -0
BEYOND FIVE FEET.
STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE CAN EXTEND
MOISTURE CONTENTS IN SOIL WILL BE PRESENT WHERE PAVEMENT OR
GREATER THAN 25%. IT SHOULD BE ANTICIPATED THAT THESE OR HIGHER
1. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS
NOTE:
W C
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
INV. = 5700.28
ROCK
P
L A S T
IC
INV. = 5702.40
EDGE ROAD
DELINEATOR
R O
U T E
G
R A
V E L
EDGE ROAD
DELINEATOR
ROCK
ROCK
CHEVRON
CHEVRON
J E
R S
Y
B
R
R
IE
R S
J E
R S
R
R
IE
R S
ROCK
J E
R S
R
R
IE
R S
57205720
J E
R S
R R
IE
R S
CHEVRON
CHEVRON
CURVE
AHEAD
EDGE ROAD
DELINEATOR
EDGE ROAD
DELINEATOR
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
80'20'0 40'
SCALE: 1" = 40' - 0"
REMOVE AND REUSE 60" FLARED END SECTION
REMOVE RIPRAP
CD811 AND CD813 FOR INSTRUCTIONS.
COMMUNICATIONS LINE. SEE SHEETS
EXISTING DIRECT-BURIED
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
F C
X
C D
.d g n
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
REMOVE EXISTING TREE
REMOVE EXISTING ELECTRICAL POLE
REMOVE EXISTING STORM PIPE / CONCRETE HEADWALLS
REMOVE EXISTING STRUCTURE AS NOTED
REMOVE EXISTING ROCK/GRAVEL MATERIALS
(AND BASE COURSES)
REMOVE EXISTING ASPHALT ROAD SURFACE
A R
E A
A N
S I
D
C
IV
IL
S
E C
T
IO
N
A P
F
A P
F
M T J
D E
M O
L
IT
IO
N P
L A
N
E S
S A
Y O
N S R
O A
D
CD812
/0
/2
F -1
-1
W F -1
-R -0
BEYOND FIVE FEET.
STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE CAN EXTEND
MOISTURE CONTENTS IN SOIL WILL BE PRESENT WHERE PAVEMENT OR
GREATER THAN 25%. IT SHOULD BE ANTICIPATED THAT THESE OR HIGHER
1. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS
NOTE:
W C
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
24" DECID.
GRAVEL
FIRE
BREAK
FIRE
BREAK
STEEP
GRADE
EDGE ROAD
DELINEATOR
EDGE ROAD
DELINEATOR
GRAVEL
EDGE ROAD
DELINEATOR
ROUTE
GRAVEL)
EDGE ROAD
DELINEATOR
OFF
LIMIT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
80'20'0 40'
SCALE: 1" = 40' - 0"
OFF
LIMIT
REMOVE SIGN (TYP.)
TANK TRAIL THAT ARE UNTOUCHED MAY BE ABANDONED IN PLACE).
THE EXTENT INDICATED ON SHEET CD811 (PORTIONS UNDER EXISTING ROADWAY OR
COMMUNICATIONS LINE TO THE SOUTH AND WEST OF THIS LOCATION TO BE REMOVED TO
THIS PROJECT TO THE EXTENT INDICATED ON SHEET CD814. PORTION OF EXISTING
COMMUNICATIONS LINE TO THE EAST OF THIS LOCATION TO REMAIN IN PLACE UNDER
CONCURRENT PN85710, ROTARY WING TAXIWAY). PORTION OF EXISTING
ROADWAY CONSTRUCTION BOUNDARY (INTERFACE BETWEEN THIS PROJECT AND
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
F C
X
C D
.d g n
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
REMOVE EXISTING TREE
REMOVE EXISTING ELECTRICAL POLE
REMOVE EXISTING STORM PIPE / CONCRETE HEADWALLS
REMOVE EXISTING STRUCTURE AS NOTED
REMOVE EXISTING ROCK/GRAVEL MATERIALS
(AND BASE COURSES)
REMOVE EXISTING ASPHALT ROAD SURFACE
A R
E A
A N
S I
D
C
IV
IL
S
E C
T
IO
N
A P
F
A P
F
M T J
D E
M O
L
IT
IO
N P
L A
N
E S
S A
Y O
N S R
O A
D
CD813
F -1
-1
W F -1
-R -0
/0
/2
BEYOND FIVE FEET.
STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE CAN EXTEND
MOISTURE CONTENTS IN SOIL WILL BE PRESENT WHERE PAVEMENT OR
GREATER THAN 25%. IT SHOULD BE ANTICIPATED THAT THESE OR HIGHER
1. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS
NOTE:
W C
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
EDGE ROAD
DELINEATOR
EDGE ROAD
DELINEATOR
EDGE ROAD
DELINEATOR
CURVE
EDGE ROAD
DELINEATOR
EDGE ROAD
DELINEATOR
G R
A V E L
ROUTE 1 (GRAVEL)
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
80'20'0 40'
SCALE: 1" = 40' - 0"
EDGE ROAD
DELINEATOR
REMOVE SIGN (TYP.)
ROADWAYS THAT ARE UNTOUCHED MAY BE ABANDONED IN PLACE).
BETWEEN NEW PULL BOXES (PORTIONS UNDER EXISTING
REMOVE REMAINDER OF DIRECT-BURIED COMMUNICATIONS LINE
BOX, AND USED FOR SPLICE (SEE 'TO' SHEETS FOR LENGTH).
COMMUNICATIONS LINE TO REMAIN UNCUT, COILED IN NEW PULL
NEW PULL BOX LOCATION. FIRST PORTION OF DIRECT-BURIED
CD813 IS TO REMAIN IN PLACE UNDER THIS PROJECT.
LOCATION TO THE EXTENT INDICATED ON SHEET
EXISTING COMMUNICATIONS LINE WEST OF THIS CUT
LENGTH WITH 'TO' SHEETS). REMAINDER OF
BOX, AND SPLICED WITH NEW LINE (COORDINATE
COMMUNICATIONS LINE TO BE CUT, COILED IN PULL
APPROXIMATE EXTENT OF EXISTING DIRECT-BURY
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
F C
X
C D
.d g n
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
REMOVE EXISTING TREE
REMOVE EXISTING ELECTRICAL POLE
REMOVE EXISTING STORM PIPE / CONCRETE HEADWALLS
REMOVE EXISTING STRUCTURE AS NOTED
REMOVE EXISTING ROCK/GRAVEL MATERIALS
(AND BASE COURSES)
REMOVE EXISTING ASPHALT ROAD SURFACE
/0
/2
A R
E A
A N
S I
D
C
IV
IL
S
E C
T
IO
N
A P
F
A P
F
M T J
D E
M O
L
IT
IO
N P
L A
N
E S
S A
Y O
N S R
O A
D
CD814
F -1
-1
W F -1
-R -0
BEYOND FIVE FEET.
STRUCTURES ARE REMOVED. THE DEPTH OF HIGH MOISTURE CAN EXTEND
MOISTURE CONTENTS IN SOIL WILL BE PRESENT WHERE PAVEMENT OR
GREATER THAN 25%. IT SHOULD BE ANTICIPATED THAT THESE OR HIGHER
1. BORINGS THROUGH PAVEMENTS ENCOUNTERED MOISTURE CONTENTS
NOTE:
W C
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
ROUTE 1
4' BARBED WIRE
CP TEST
APPROXIMATE LOCATION OF WATERLINE PLOTTED
BASED ON EXISTING MANHOLES, VALVES, &
MAKER POSTS AND G-TAB MAPPING.
APPROXIMATE LOCATION OF WATERLINE PLOTTED
B A
R B
E
B A
R B
E
RW 11
N: 1303046.24
E: 3214961.73
ELEV. = 5665.14
5/8" REBAR & 3.5"
ALUMINUM CAP
G
R A
V E
L
R O
U T
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
80'20'0 40'
SCALE: 1" = 40' - 0"
.7
P I
201+00
202+00
203+00
204+00
205+00
206+00
200+00.00
POB
202+67.59
PC
205+79.28
PT
206+12.61
PI
206+27.96
POE
204+27.37
PI
.7
P I
201+00
202+00
203+00
204+00
205+00
206+00
200+00.00
POB
202+67.59
PC
205+79.28
PT
206+12.61
PI
206+27.96
POE
204+27.37
PI
5680 5680
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
F C
X
C E .d g n
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
LEGEND
SF
SEE DETAIL SHEET CE851
ROCK CHECK DAM
CIP
SEE DETAIL SHEET CE851
CULVERT INLET PROTECTION
SEE DETAIL SHEET CE851
SILT FENCE
SEE DETAIL SHEET CE851
EROSION CONTROL BLANKET
SEE DETAIL SHEET CE851
RIPRAP
AND LEFT IN PLACE FOLLOWING PROJECT COMPLETION.
MEASURES, AND SHALL BE MAINTAINED DURING CONSTRUCTION
DAMS ARE PERMANENT EROSION AND SEDIMENT EROSION CONTROL
4. ROCK RIPRAP TRENCHES, PREFORMED SCOUR HOLES, AND CHECK
BY THE NPDES PERMIT.
IN ORDER TO PROTECT RECEIVING DRAINAGEWAYS, AS REQUIRED
MEASURES THAT ARE NECESSARY DURING CONSTRUCTION PHASES
MAINTAIN ANY TEMPORARY EROSION AND SEDIMENT CONTROL
SEDIMENT CONTROL PLAN. CONTRACTOR SHALL DESIGN AND
3. SEDIMENT CONTROL DEVICES SHOWN REFLECT AN OVERALL
CONSTRUCTION AND POSTED AT THE CONSTRUCTION SITE.
PREVENTION PLAN (SWPPP) THAT SHALL BE APPROVED BEFORE
2. CONTRACTOR SHALL DEVELOP A STORM WATER POLLUTION
AS NOTED IN SECTION 32 92 19 OF THE SPECIFICATIONS.
1. CONTRACTOR SHALL TOPSOIL AND SEED ALL DISTURBED AREAS
NOTE:
A R
E A
A N
S I
D
C
IV
IL
S
E C
T
IO
N
A P
F
A P
F
M T J
E R
O S
IO
N C
O N
T R
O L P
L A
N
E S
S A
Y O
N S R
O A
D
CE811
/0
/2
F -1
-1
W F -1
-R -0
W C
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
ROUTE 1
G
R A
V E
L
R O
U T
RW 11
N: 1303046.24
E: 3214961.73
ELEV. = 5665.14
5/8" REBAR & 3.5"
ALUMINUM CAP
B A
R B
E
B A
R B
E
CP TEST
4' BARBED WIRE
APPROXIMATE LOCATION OF WATERLINE PLOTTED
BASED ON EXISTING MANHOLES, VALVES, &
MAKER POSTS AND G-TAB MAPPING.
30 M.P.H.
20 M.P.H.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
80'20'0 40'
SCALE: 1" = 40' - 0"
.7
P I
5680 5680
.7
P I
201+00
202+00
203+00
204+00
205+00
206+00
200+00.00
POB
202+67.59
PC
205+79.28
PT
206+12.61
PI
206+27.96
POE
204+27.37
PI
AT ROADWAY INTERFACE
MATCH EXISTING GRADE
AT ROADWAY INTERFACE
MATCH EXISTING GRADE
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
LEGEND:
MAJOR CONTOUR
MINOR CONTOUR
EXISTING CONTOUR
NOTE:
F C
X
C G
.d g n
A R
E A
A N
S I
D
A P
F
A P
F
M T J
G R
A D
IN
G P
L A
N
E S
S A
Y O
N S R
O A
D
CG811
/0
/2
F -1
-1
W F -1
-R -0
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
IV
IL
S
E C
T
IO
N
ANY DISCREPANCIES ARE PRESENT.
BY THE CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF
6. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED
SEEDED.
AND SEEDED. SEE LANDSCAPE PLAN FOR AREAS TO BE
OTHERWISE SURFACED SHALL BE TOPSOILED (4 INCHES)
5. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT
STRIPPED TO A DEPTH OF 4 INCHES.
4. EXISTING TOPSOIL WITHIN AREAS TO BE GRADED SHALL BE
REFER TO MEAN SEA LEVEL DATUM NAVD 88.
3. ALL NEW AND EXISTING CONTOURS AND SPOT ELEVATIONS
OTHERWISE INDICATED. CONTOUR INTERVAL IS 1-FOOT.
2. NEW CONTOURS SHOWN ARE FINISHED GRADE UNLESS
OTHERWISE INDICATED, THE CONTOUR INTERVAL IS 1-FOOT.
1. EXISTING CONTOURS ARE SHOWN AS SURVEYED. UNLESS
W C
D A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
57105710
57105710
199+50 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50 206+00 206+50
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P V I .9
E le v
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2.75%
9.4 8%
L = 350.00' e = 2.94'
SSD = 261.71'
K = 52.05
TANK TRAIL PROFILE
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.d g n
50'025'50'
HORIZONTAL SCALE: 1" = 50'-0"
10' 5' 0
VERTICAL SCALE: 1" = 10'-0"
10'
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
E L E
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E le v .1
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HORIZONTAL SCALE: 1" = 20'-0"
5'
VERTICAL SCALE: 1" = 5'-0"
0' 10' 0 20'
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
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E le v .2
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40'10'
HORIZONTAL SCALE: 1" = 20'-0"
5'
VERTICAL SCALE: 1" = 5'-0"
0' 10' 0 20'
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
80'20'0 40'
SCALE: 1" = 40' - 0"
.7
P I
201+00
202+00
203+00
204+00
205+00
206+00
200+00.00
POB
202+67.59
PC
205+79.28
PT
206+12.61
PI
206+27.96
POE
204+27.37
PI
G
R A
V E
L
R O
U T
B A
R B
E
B A
R B
E
4' BARBED WIRE
ASPHALT PAVING (TYP.)
GRAVEL SHOULDER (TYP.)
Radius: 1100.0000
Degree of Curvature(Arc): 5^12'31.3460"
Length: 1503.9669
PC 78+84.62 1303450.95 3213924.69
PI 87+80.75 1303179.26 3214778.65
CC 1304499.18 3214258.18
PT 93+88.58 1303960.67 3215217.35
STATION NORTHING EASTING
Delta: 78^20'14.0444"
ELEVATION
MATCH EXISTING
ELEVATION
MATCH EXISTING
STATION NORTHING EASTING
Radius: 575.0000
Degree of Curvature(Arc): 9^57'52.1402"
Length: 311.6805
PC 202+67.59 1303256.90 3214985.31
PI 204+27.37 1303416.59 3214980.16
CC 1303275.44 3215560.02
PT 205+79.28 1303556.05 3215058.13
Delta: 31^03'26.4748"
18'
36'
N 1,303,598.81
E 3,215,081.39
N 1,303,585.14
E 3,215,074.40
N 1,302,989.45
E 3,214,993.94
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ANY DISCREPANCIES ARE PRESENT.
BY THE CONTRACTOR. THE ENGINEER MUST BE NOTIFIED IF
1. ALL TOPOGRAPHIC INFORMATION SHOWN MUST BE VERIFIED
GENERAL NOTES:
W C
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OPEN
STOP
CLOSE
OPEN
STOP
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OPEN
STOP
CLOSE
OPEN
STOP
CLOSE
OPEN
STOP
CLOSE
OPEN
STOP
CLOSE
OPEN
STOP
CLOSE
CHH2
PEDESTAL
LOADING
DOCK/ACCESS
GATE
PEDESTAL
VEHICULAR
ACCESS GATE
CONTROLLER
WITH CARD
READER
VEHICULAR
ACCESS GATE
CONTROLLER
LOADING
DOCK GATE
CONTROLLER
PEDESTAL
LOADING
DOCK GATE
CONTROLLER
WITH CARD
READER
POWER
SUPPLY
VEHICULAR
ACCESS GATE
CONTROLLER
LOADING
DOCK GATE
CONTROLLER
CHH3
MAINT. YARD
ACCESS GATE
LOADING DOCK AREA 142 AIRCRAFT PARTS 113 PRODUCTION CONTROL MAINTENANCE
YARD AREA
INTERIOR
LOADING
DOCK GATE
CONTROLLER
INTERIOR
VEHICULAR
ACCESS GATE
CONTROLLER
1. POWER SUPPLY AIPHONE PS-1225UL OR APPROVED EQUAL. IF POWER SUPPLY HAS A GROUND TERMINAL, TAKE IT TO EARTH GROUND. IF POWER SUPPLY DOES NOT HAVE A GROUND TERMINAL, INSTALL A SURGE ARRESTER AT A POINT CLOSE TO THE OUTPUT (TAKEN TO EARTH GROUND).
2. MASTER STATION AIPHONE LEF-3 OR APPROVED EQUAL.
3. PEDESTAL-MOUNTED GATE SUB-STATION AIPHONE LE-SSR OR APPROVED EQUAL. MOUNT ON AIPHONE SBX-2G STAINLESS STEEL SURFACE MOUNT
BOX OR APPROVED EQUAL. SUB-STATION SHALL BE RATED FOR -10 °F OR LESS.
4. 4-#18 SHIELDED CABLE PER SUB-STATION IN CABLE IN 1" (MINIMUM) SCHEDULE 80 PVC CONDUIT.
5. SPARE 1" (MINIMUM) SCHEDULE 80 PVC CONDUIT TO COMM HANDHOLE. PROVIDE NYLON PULL ROPE.
6. CABLE AS REQUIRED PER MANUFACTURER IN 3/4" (MINIMUM) EMT CONDUIT.
7. SEE COMMUNICATIONS (TO) PLANS IN VOLUME 1 FOR HANDHOLE TYPE AND SIZE. COORDINATE FINAL HANDHOLE NAME WITH OWNER.
8. 9-#18 SHIELDED CABLE PER SUB-STATION IN CABLE IN 1" (MINIMUM) CONDUIT.
9. 6-#14 CABLES IN 1" (MINIMUM) CONDUIT.
10. SPARE 2" SCHEDULE 80 PVC CONDUIT FROM COMM HANDHOLE TO COMM HANDHOLE. PROVIDE NYLON PULL ROPE.
11. CONDUIT BETWEEN ROOMS 113 AND 142 SHALL BE ROUTED WITHIN THE BUILDING FOOTPRINT AND NOT TO THE COMM HANDHOLES.
12. SCHEDULE 80 PVC CONDUIT BURIED MINUMUM 24" DEPTH.
SCHEMATIC KEYED NOTESSCHEMATIC GENERAL NOTES
1. PROVIDE WEATHERPROOF ADA-COMPLIANT COMBINATION PUSH BUTTON, TWO-WAY
INTERCOM BOX. SURFACE MOUNT INTERCOM BOX ON POST AT 48" A.F.G.
2. ALL COMPONENTS OF THE INTERCOM SYSTEM SHALL BE FROM THE SAME MANUFACTURER
AND COMPATIBLE WITH EACH OTHER.
3. SEE DETAILS ON SHEET TO504 IN VOLUME 1 FOR SUB-STATION MOUNTING DETAIL.
4. PROVIDE SURGE PROTECTION ON CABLES LEAVING THE BUILDING.
5. GATE CONTROLLERS SHALL BE LABELED TO INDICATE WHICH GATE IS CONTROLLED
("LOADING DOCK" OR "VEHICULAR ACCESS").
6. MAINTAIN DISTANCE BETWEEN INTERCOM CABLE AND AC WIRING AS RECOMMENDED BY
MANUFACTURER.
7. CONTRACTOR SHALL COORDINATE AND INSTALL FINAL CONDUIT AND WIRING QUANTITIES
AND ROUTING BASED ON GATE OPERATOR AND CONTROLS TO BE INSTALLED AT NO
ADDITIONAL COST TO THE GOVERNMENT. SCHEMATIC IS CONCEPTUAL IN NATURE
DEPICTING CONTROL LOCATIONS AND FUNCTIONALITY.
TO GATE
OPERATOR
TO GATE
OPERATOR
TO 120V
RECEPTACLE
4 45 4
9 9 12 12
9 9
89 119 11
9 9
5 5
E
C
E R Y
E
C
E R Y
G
LOADING
DOCK/ACCESS
GATE
MAINT. YARD
ACCESS GATE
AIRCRAFT
PARTS
PRODUCTION
CONTROL
WIRING DIAGRAM GENERAL NOTES
1. WIRING DIAGRAM IS BASED ON AIPHONE INTERMIXED SYSTEM WITH
TWO LEF-3 MASTER STATIONS AND TWO LE-SSR DOOR STATIONS.
1. SPEAKER LAYOUT AND QUANTITIES SHOWN HERE AND ON SHEETS EY111
THRU EY123 DEPICT A PERFORMANCE LEVEL ENGINEERING DESIGN
LAYOUT TO BE UTILIZED AS GUIDANCE FOR THE PLANNING OF THE PUBLIC
ADDRESS SYSTEM BY THE CONTRACTOR. PROVIDE COMPLETE
DOCUMENTS FOR REVIEW AND APPROVAL FROM THE ENGINEER AND
AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. INCLUDE IN
THE SHOP DRAWINGS AND CALCULATIONS ANY ADDITIONAL EQUIPMENT
NECESSARY TO PROVIDE A COMPLETE INSTALLATION AND COMPLY WITH
LOCAL CODES AND AMENDMENTS.
2. OUTPUT DEPICTED TO THE RIGHT OF THE "MIXER AMPLIFIER"
REPRESENT CHANNELS WITH AREAS SERVED AND APPROXIMATE NUMBER
OF SPEAKERS IN EACH AREA. THE NUMBER OF SPEAKERS ON A CHANNEL
MAY EXCEED THE CAPACITY OF A SINGLE LINE AND MORE LINES MAY BE
NEEDED TO ACCOMMODATE EACH CHANNEL.
1. PAGING SYSTEM BRIDGE THAT INTERFACES A TELEPHONE SYSTEM WITH
PAGING SYSTEM TO ALLOW PAGING ANNOUNCEMENTS TO BE MADE
THROUGH ANY TELEPHONE VIA A DESIGNATED DIAL-IN NUMBER.
2. SPEAKERS SHALL BE PENDANT MOUNTED AT THE SAME HEIGHT AS THE
LIGHT FIXTURES IN THE SAME SPACE.
3. PROVIDE FIRE ALARM SYSTEM INPUT WITH DRY CONTACT TO MUTE
SIGNAL TO SPEAKERS WHILE FIRE ALARM AND/OR MASS NOTIFICATION
SYSTEMS ARE IN ALARM STATE. COORDINATE WITH FIRE ALARM SYSTEM.
600 OHM PHONE
INTERFACEFROM TELEPHONE SYSTEM
PA RACK
PA RACK MICROPHONE
LOCATION: TELECOM ROOM 122
FIRE ALARM SYSTEM
PRODUCTION CONTROL 113 MICROPHONE
FLIGHT OPERATIONS 218 MICROPHONE
PUBLIC ADDRESS KEYED NOTES:
PUBLIC ADDRESS NOTES:
2 2
2 2 2
22 2
HANGAR BAY
HANGAR
APRON
2WP
M
WP
M
M
BLADE SHOP
STRUCTURAL
REPAIR SHOP
POWERPLANT/
POWERTRAIN
SHOP
SYSTEMS
AVIONICS
SPECIAL
TOOL ROOM
REPAIR
SECTION
PNEUDRAULICS
REPAIR
ALPHA
WORKROOM
BRAVO
WORKROOM
CHARLIE
WORKROOM
9WP
MAINT.
YARD SOUTH
SYSTEMS
REPAIR SHOP
SYSTEMS REPAIR
SHOP OFFICE
2WP
GSE COVERED
STORAGE
AIRCRAFT
PARTS
AIRCRAFT
PARTS
6WP
MAINT.
YARD NORTH
CONTINUED
FROM ABOVE
CONTINUED
BELOW
LEGEND:
J-BOX
1. CONDUIT AND JUNCTION BOXES FOR POWER AND COMMUNICATIONS SHALL BE RUN FOR THE
GOVERNMENT INSTALLED SYSTEM.
2. PROVIDE PATHWAY AND SUPPORT IN ACCORDANCE WITH I3A TC, TECHNICAL GUIDE FOR
INSTALLATION INFORMATION INFRASTRUCTURE ARCHITECTURE, FEBRUARY 2010 AND SPECIFICATION
26 20 00 INTERIOR DISTRIBUTION SYSTEM.
3. PROVIDE NYLON PULL ROPE IN ALL EMPTY CONDUITS.
4. ACS PANEL SHALL BE PROVIDED IN EACH TELECOM AND SIPR ROOM.
NOTES:
CR
CARD READER CONTRACTOR SHALL PROVIDE A 4"x4" RECESSED JUNCTION BOX W/ 2"x4" EXTENSION RING THRU GYPSUM BOARD ADJACENT TO DOOR. SEE EY001 FOR
MOUNTING HEIGHT.
JUNCTION BOX (6"x6"x4" MIN).
TO ELEC. DOOR STRIKE J-BOX
ACS CONTROL
PANEL (GFGI)
ROOM 122
2" C BACK TO
HOST PC
KEYPAD/CARD READER J-BOX
(TYP.) (SEE SHEET EY501)
3/4" C
(TYP.) J-BOX
3/4" C (TYP.).
CR TYPICAL DOOR W/ ACS
DL TYPICAL DOOR W/ ACS
110 VAC SUPPLY
ACS CONTROL
PANEL (GFGI)
ROOM 210
110 VAC SUPPLY
ACS CONTROL
PANEL (GFGI)
ROOM 202
110 VAC SUPPLY
ACS CONTROL
PANEL (GFGI)
ROOM 141
1" C
1" C
110 VAC SUPPLY
ACS CONTROL
PANEL (GFGI)
ROOM 205
110 VAC SUPPLY
1" C1" C
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
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B Y:
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BY
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FI
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4 ACS INFRASTRUCTURE RISER DIAGRAM
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N.T.S.EY601
INTERCOM AND GATE
CONTROLLER SYSTEM SCHEMATICS
N.T.S.EY601
2 INTERCOM WIRING DIAGRAM
N.T.S.EY601
3 PUBLIC ADDRESS RISER DIAGRAM
EL-5
L-
S
S
U G
U G
UG
LHH1
U L
U L
UL
UL
ULUL
2P
U L
UL
UL
UL
UL
UL
UL
U L
UL
ULUL
U L
U L
UG
UG
UG
UG
2S2S2S2S2S
S
S
S
S
P
Y
1P Y
P
Y
1P Y
1P Y
1P Y
1P Y
UG
UG
UG
U L
U L
U L
UL
UG
U L
U L
U L
UGUG
S
2P
2P
X X
X X
XXXXXX
X X
XX XX
XXXX
XX
X X
X X
X X
X X
X X
XX
X X
XX
X X
XX XX
X X
X X
X X
XXXX XXXX
X X
XXXX
X X
X X
X X
XXXX
6C
C
24C
1PX
U L
ULUL
U L
U L
UL
UL UL UL UL
UL
U L
U L
S
4P 4P
2PY
2P
2PY
2P
4P, 8C
2PY 2PY
4P, 8C
2PY
4P, 8C
2PY
4P, 8C
2PY
4P,8C 4P, 8C
2PY
2PY
S1,8
S1,10
S1,15
S1,16
S1,17 S1,18 S1,19 S1,20 S1,21
2PY
2P,24C
2P ,12
C
2P,24C
E L-
EL-3
EL-3
E L -2
EL-2
E L-
EL-4 EL-4 EL-4 EL-4
S
S
EMH46
XX XX
X X
X X
X X
X X
X X
P
C
P
G G
COPPER
#1/0 BARE
UG
UG
HH12
UL
UL U
L
UL UL
UL
UL
UL
U L
U L
UL
UL
UG
UG
2P
P
C
C
U G
UG
P
2P 2 C
CHH2
U G
C
UGC
U L
UGC UGC
U G
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UG
UGCUGC
UGC
UGC
UG
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CHH3
U G
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UL
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2P 2P
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UG
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C D B
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"I
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24"IW
24"
IW
24"IW 24"IW 24" IW 24" IW 24" IW 24" IW
"I
W
2X CABLE, 1 CONDUIT 2X CABLE, 1 CONDUIT
2X CABLE, 1 CONDUIT
2X CABLE, 1 CONDUIT
200'200'200'200'200'200'200'200'
117.79'117.79'117.79'
I
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I
I
I I
I I
I I
C
C
C
C
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.5
7'
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BLDG 9612
1 STORY (BRICK)
P
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2P 2P
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C D B
C D
B C
D B
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HH12
UG
UG
U G
UG
UG
UG
UG
HH11
UG
U G
2P
DD
LDP-14
UL
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S O
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IC
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N N
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D W
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D B
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
4C
C
4C
UGC
UGCUGC UGC
U G
C
U G
C
4C 4C 4C 4C
U G
C
UGC
UGC
UGC
U G
C
U G
C
UGC
UGC
UGC
UGC
U G
C
U G
C
UGC
C
C
C
C
UGC
U G
C
UGC
U G
C
XX XX XX XX XX XX
XX
XX XX
XX XX
X X
X X
X X
X X
X X
X X
X X
XXXXXX
X X
X X
A
B
C D
A
DC
B
C
A B
D
B
113 114
123 124 125
C D
BA
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
A B
DC
B
DC
A
A B
DC
B
DC
A
XX XX
X X
XX
X X
X X
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X X
X X
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X X
XX XX
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XX
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X X
X X
X X
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A N
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OMAHA DISTRICT
200'0 100'
SCALE 1" = 100'
KEY PLAN SCALE 1" = 500'
S L
O
GENERAL NOTESKEYED NOTES
/0
/2
ATTACK HANGAR BUILDING
LOADING DOCK
HAZ. MAT. STORAGE CONTAINER
POL STORAGE CONTAINER
STORAGE AREA
COVERED
P N
F
Y
4C
HH12
UGC
SUPPLEMENTAL LEGEND:
F -1
-R -0
F -1
-1
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
F O
R T C
A R
S O
N
C O
L O
R A
D O
CONSTRUCTION)
CONCURRENT
(PN71221;
FIRE STATION
CONSTRUCTION)
(PN77405; CONCURRENT
ASSAULT HANGAR
C O
M P
O S
IT
E
AIRFIELD LIGHTING CIRCUIT UNDER ATTACK HANGAR PROJECT.
EXISTING AIRFIELD LIGHTING CIRCUIT.
CONDUIT UNLESS NOTED OTHERWISE. SEE SHEET TO503.
NEW COMMUNICATIONS DUCTBANK. '4C' INDICATES FOUR CONCRETE ENCASED 4"
NEW ELECTRICAL DUCTBANK. SEE SHEET ES503.
UNDERGROUND POWER CIRCUIT. BURIED TO A MINIMUM DEPTH OF 30".
INDICATES FIXTURE TYPE. SEE DETAILS ON SHEETS ES501 AND ES601.
NEW POLE MOUNTED LIGHT FIXTURE. 'LDP-14' INDICATES CIRCUIT NUMBER, 'DD'
3/4" X 10' GROUND ROD
3/4" X 10' GROUND ROD WITH TEST WELL
AIRFIELD EDGE LIGHT TO BE REMOVED (SEE REMOVAL SHEETS)
PVC CONDUIT (MINIMUM). REFERENCE SHEET EL506 IN VOLUME 2 FOR CONDUCTOR SIZES.
UNDERGROUND LIGHT CIRCUIT. BURIED TO A MINIMUM DEPTH OF 24" IN 2" SCHEDULE 40
F
X T
O .d g n
TO100
C O
M M
U N
IC
A T
IO
N S S
IT
E P
L A
N
CONNECT
CROSS
BLDG 9615
(APPLICABLE TO ALL COMMUNICATIONS SITE SHEETS)
ON ES504. REFERENCE ASSOCIATED KEYED NOTE FOR DETAIL NUMBER.
COMMUNICATIONS/CONTROL, 'LHHX' INDICATES POWER FOR LIGHTING. SEE DETAILS
NEW HANDHOLE. 'HHX' INDICATES SECONDARY POWER, 'CHHX' INDICATES
12. SEE VOLUME 2 SHEET TN604 FOR TELECOM RISER DIAGRAM.
11. SEE SHEETS ES503 AND TO503 FOR DUCT BANK DETAILS.
HIGH DENSITY LIU WITH LC CONNECTORS.
ANALOG PROTECTOR FUSE 5 PIN. TERMINATE FOC ONTO FLOOR MOUNTED RACK WITH
10. TERMINATE COPPER CABLE TO A BUILDING ENTRANCE PROTECTOR (BEP) WITH
PROVIDE NEW SPLICE CASES. SEAL INSTALLATION AGAINST MOISTURE.
OF ANY ISSUES. CONTRACTOR IS RESPONSIBLE FOR SPLICING FIBER AND COPPER.
9. CONTRACTOR SHALL PRETEST EXISTING COPPER AND FIBER CABLE AND NOTIFY COR
WASTE/WATER DRAINS/PIPES.
COORDINATE FINAL ROUTING WITH FOOTING, FOUNDATIONS, STORM WATER/INDUSTRIAL
8. UNDERGROUND CONDUIT/DUCTBANK ROUTING IS SCHEMATIC IN NATURE.
SHEET SETS.
7. SITE UTILITY PHASING SHALL BE COORDINATED ACROSS ES, TO, MS, CU, AND CG
PEDESTALS/RACKS, ETC.).
ACTUAL EQUIPMENT INSTALLED (INCLUDING BUT NOT LIMITED TO TRANSFORMER, UTILITY
6. CONTRACTOR SHALL COORDINATE SITE EQUIPMENT PADS AND FOUNDATIONS WITH
BUILDING. COORDINATE WITH SHEETS EG110 THROUGH EG116 IN VOLUME 2.
5. BUILDING COUNTERPOISE GROUNDING SYSTEM INSTALLED IN AROUND PERIMETER OF
4. KEYED NOTES ARE SHOWN ON AREA PLANS AND OMITTED FROM COMPOSITE.
EXISTING ROAD AND PARKING LOT CROSS SECTION.
SURFACES THAT ARE TO REMAIN IN PLACE AFTER CONSTRUCTION. REPAIR SHALL MATCH
3. CONTRACTOR SHALL REPAIR ANY CUTS MADE TO EXISTING ROAD AND PARKING LOT
NECESSARY ADJUSTMENTS.
2. IF EQUIPMENT VARIES FROM BASIS OF DESIGN, CONTRACTOR SHALL MAKE ALL
PROVIDED IN THIS CONTRACT. "HH#" SHALL BE ABANDONED IN PLACE AND BURIED.
1. "HH#" HANDHOLES SERVE AIRFIELD LIGHTING AND WILL BE BELOW THE FINAL GRADE
(APPLICABLE TO TELECOMMUNICATIONS SITE SHEETS)
FENCE.
TO504 DETAIL 1 AND EY SHEETS IN VOLUME 2. LOCATE BACK OF PEDESTAL 1'-0" FROM
16. INTERCOM GATE BOX AND GATE KEYPAD/CARD READER PEDESTAL. SEE SHEET
15. 12x6x7 TELECOM MANHOLE. REFER TO SHEETS TO501 AND TO502 FOR DETAILS.
14. 4x4x6 TELECOM HANDHOLE. REFER TO SHEETS TO501 AND TO502 FOR DETAILS.
13. S-280 CANOPY. SEE SHEET E-101CS IN VOLUME 2 FOR MORE INFORMATION.
12. GATE OPERATOR. REFERENCE VOLUME 2 SHEET ES100A KEYED NOTE 12.
CONTROL PANEL IN 135 MAIN ELECTRICAL ROOM FROM PIV.
11. PIV LOCATION. PROVIDE 1-1" CONDUIT CONTAINING 2-TWISTED PAIR TO FIRE ALARM
10. SEE DETAIL 3 ON SHEET ES504. COORDINATE FINAL HANDHOLE NAME WITH OWNER.
9. SEE DETAIL 2 ON SHEET ES504. COORDINATE FINAL HANDHOLE NAME WITH OWNER.
8. TO 122 TELECOM. COORDINATE WITH TN SHEETS AND SHEET EP401 IN VOLUME 2.
AIRCRAFT PARTS.
EY SHEETS IN VOLUME 2 FOR ADDITIONAL INFORMATION AND CONTINUATION TO 142
7. INTERCOM AND GATE CONTROLLER CONDUITS TO 113 PRODUCTION CONTROL. SEE
PRODUCTION CONTROL.
SHEETS IN VOLUME 2 FOR ADDITIONAL INFORMATION AND CONTINUATION TO 113
6. INTERCOM AND GATE CONTROLLER CONDUITS TO 142 AIRCRAFT PARTS. SEE EY
CONFIGURATIONS.
EQUIPMENT LOCATIONS AND CONDUCTOR/RACEWAY/WIRING SIZES AND
5. TO 135 ELECTRICAL ROOM. SEE VOLUME 2 PLANS AND DETAILS FOR TERMINATION
PROTECTIVE BOLLARD LOCATION WITH FINAL DEVICES AND CONDUITS.
CONDUITS. CONTRACTOR TO COORDINATE PEDESTAL QUANTITY AND LOCATION AND
BOLLARD. PROVIDE MULTIPLE PEDESTALS AS REQUIRED FOR DEVICES AND INTERNAL
DETAIL 1 AND EY SHEETS IN VOLUME 2. LOCATE BETWEEN FENCE/GATE POLE AND
4. INTERCOM GATE BOX AND GATE KEYPAD/CARD READER PEDESTAL. SEE SHEET TO504
VOLUME 2.
3. INTERCOM GATE BOX PEDESTAL. SEE SHEET TO504 DETAIL 2 AND EY SHEETS IN
SEE TELECOMMUNICATIONS OSP RISER ON SHEET TN604 IN VOLUME 2.
2. MH659/CMH26. SPLICE POINT FOR PROJECT COPPER COMMUNICATIONS CABLING.
OPTIC CABLING. SEE TELECOMMUNICATIONS OSP RISER ON SHEET TN604 IN VOLUME 2.
1. BUILDING 9615: CROSS-CONNECT BUILDING. DEMARCATION POINT FOR NEW FIBER
(APPLICABLE TO TELECOMMUNICATIONS SITE SHEETS)
OF 30". CONDUIT SHALL BE 2" SCHEDULE 80 PVC UNLESS OTHERWISE NOTED.
UNDERGROUND COMMUNICATION/CONTROL DUCTBANK, BURIED TO A MINIMUM DEPTH
S L
O A
M G
E N
E R
A L R
E V
IS
IO
N S
/2
/1
MAINTENANCE YARD
S-280 CANOPY
WASH RACK
ATTACK HANGAR
5680 5680
201+00
202+00
203+00
204+00
205+00
206+00
4' BARBED WIRE
B A
R B
E
B A
R B
E
G
R A
V E
L
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Cx
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L
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N N
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D W
N B
Y
C K
D B
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D E
S
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D B
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2 3
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4 5
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B
M A
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M A
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R A
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
80'20'0 40'
SCALE: 1" = 40' - 0"
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
A T
T K B
N M
A
IN
T E
N A
N C
E H
A N
G A
R
F C
X T
O .d g n
A R
E A
A N
S I
D
S A
L
S A
L
S L
O
E S
S A
Y O
N S R
O A
D
TO811
F -1
-1
W F -1
-R -0
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
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T
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C O
M M
U N
IC
A T
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N S S
IT
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L
L
O
KEYED NOTES
GENERAL NOTES
SUPPLEMENTAL LEGEND:
PULL BOX
CIVIL SITE PLAN INFORMATION (PN77305, THIS PROJECT)
NEW DIRECT-BURIED COMMUNICATIONS LINE
EXISTING DIRECT-BURIED COMMUNICATIONS LINE
EXISTING GRADING INFORMATION (TOP: MAJOR, BOTTOM: MINOR)
CIVIL SITE PLAN INFORMATION (PN85710, ROTARY WING TAXIWAY, CONCURRENT)
CIVIL GRADING INFORMATION (PN85710, ROTARY WING TAXIWAY, CONCURRENT)
CIVIL GRADING INFORMATION (PN77305, THIS PROJECT)
5. EMERGENCY ACCESS GRAVEL ROAD. COORDINATE ROAD CLOSURE WITH COR.
4. LOCATION OF CULVERT TO BE INSTALLED BY CONCURRENT PN85710.
3. ESSAYONS ROAD PAVEMENT INTERFACE BETWEEN THIS PROJECT AND CONCURRENT PN85710.
2. INSTALL NEW DIRECT-BURIED COMMUNICATIONS LINE ABOVE NEW EXTENSION TO CULVERT.
SPLICE TRAILER, TRUCK, OR TENT).
THE PULL BOX. FIBER SPLICING SHALL OCCUR IN AN ENVIRONMENTALLY-CONTROLLED AREA (EG, FOR THE NEW SECTION OF FIBER. ALL CABLE SPLICE CASES AND SLACK SHALL BE STORED INSIDE
COILED IN THE PULL BOX AS A SLACK LOOP. THE SAME AMOUNT OF SLACK LOOP SHALL BE PROVIDED
NEW AND EXISTING CABLE SHALL BE THROUGH THE BOTTOM. EXCESS EXISTING CABLE SHALL BE
(IN THE DIRECTION OF CABLE TO BE REPLACED). CABLE ENTRANCE INTO NEW PULL BOX FOR BOTH
SAY "COMMUNICATIONS". EXISTING FIBER SHALL BE CUT 60 FEET BEYOND THE PULL BOX LOCATION
BOX SHALL BE FLUSH WITH GRADE, AND PULL BOX AND COVER SHALL BE H-20 RATED. COVER SHALL
1. INSTALL NEW 4'x4'x6' DEEP PULL BOX. PULL BOX SHALL BE BOTTOMLESS WITH 6" GRAVEL. PULL
(APPLICABLE TO TO800 SERIES SHEETS)
S L
O A
M N
E W D
R A
W
IN
G A
D D
E D
/2
/1
(APPLICABLE TO TO800 SERIES SHEETS)
CONCURRENTLY-INSTALLED FIBER COMMUNICATIONS LINE.
ROAD. COORDINATE WITH COR FOR FINAL ROUTING INSTRUCTIONS TO AVOID CONFLICTS WITH THE
CONTROL IMPROVEMENTS GATES 6 & 19") ALONG A SIMILAR PATH ON THE NORTH SIDE OF ESSAYONS
6. A NEW FIBER COMMUNICATIONS LINE WILL BE INSTALLED UNDER A CONCURRENT PROJECT ("ACCESS
5. COORDINATE ROADWAY CLOSURES/OUTAGES WITH COR.
GRADING TO BE PERFORMED BY THE CONCURRENT PROJECT.
WING TAXIWAY, PN85710). INTENT OF NEW COMMUNICATIONS LINE PATH IS TO BE OUTSIDE OF THE
4. SHEETS TO813 AND TO814 SHOWN GRADING AND PAVING BY A CONCURRENT PROJECT (ROTARY
COORDINATE WITH CG800 SHEETS FOR FINAL GRADING.
COMMUNICATIONS LINE SHALL BE ROUTED ON THE WEST/NORTH SIDE OF THE NEW DRAINAGE DITCH.
COMMUNICATIONS LINE. EXCEPT WHERE SHOWN CROSSING UNDER THE NEW PAVED SURFACE, NEW
3. HALFTONE GRADING ON 'TO' SHEETS IS SHOWN TO DEMONSTRATE ROUTING PATH OF NEW
REQUIREMENTS.
CABLE AND CONNECTIONS PER THIS SHEET, SPECIFICATION 33 82 00, AND MANUFACTURER
2. 12 STRANDS OF DIRECT-BURIED SMFO CABLE TO BE REPLACED IN KIND. INSTALL AND TEST NEW
3.8.1.
ABOVE GRADE). DIRECT-BURIED CABLE SHALL BE RODENT-PROTECTED CABLE PER I3A PARAGRAPH
SIGNS PER I3A PARAGRAPH 3.8.3 ON STANDARD WHITE PVC POLE (36" BURY DEPTH, 60" EXPOSED
IDENTIFICATION TAPE IN SECTION 31 00 00 EARTHWORK. PROVIDE DIRECT BURIED CABLE WARNING
COLOR, TYPE AND DEPTH OF WARNING TAPE AS SPECIFIED IN PARAGRAPH BURIED WARNING AND
TRENCH FROM ONE END. CABLE MAY BE UNREELED ON GRADE AND LIFTED INTO POSITION. PROVIDE
EARTH FREE FROM PARTICLES LARGER THAN 1/4 INCH. DO NOT UNREEL AND PULL CABLES INTO THE
IT TO A DEPTH OF AT LEAST 3 INCHES BELOW THE CABLE AND FILL THE SPACE WITH SAND OR CLEAN
SAME TRENCH, SPACE LATERALLY AT LEAST 3 INCHES APART. WHEN ROCK IS ENCOUNTERED, REMOVE
RADIUS OF NOT LESS THAN 36 INCHES. WHERE TWO OR MORE CABLES ARE LAID PARALLEL IN THE
LINES BETWEEN CABLE MARKERS. DO NOT USE CABLE PLOWS. BENDS IN TRENCHES SHALL HAVE A
CORRELATING 'CG' SHEETS). TRENCHES SHALL BE NOT LESS THAN 6 INCHES WIDE AND IN STRAIGHT
THAN 3'-6" TO FINAL GRADE PER I3A. ADJUST BURY DEPTH TO ACCOMMODATE GRADING (SEE
TRENCHES BY HAND OR MECHANICAL TRENCHING EQUIPMENT. TOP OF CABLE SHALL BE NO CLOSER
INSTALL PER I3A AND IN ACCORDANCE WITH RUS BULLETINS 1751F-640, 641, AND 642. EXCAVATE
1. DIRECT BURIAL CABLE INSTALLATION
(APPLICABLE TO TO800 SERIES SHEETS)
92+00
93+00
94+00
95+00
96+00
97+00
98+00
99+00
98+15.26
PC
E S S
A Y
O
A D
F
Y
E X
IS
T
IN
G
K
A
IL
93+88.58
PT
R O
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G
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J E
R S
R
R
IE
R S
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
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A B
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A R
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IT
E P
L
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S L
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M N
E W D
R A
W
IN
G A
D D
E D
/2
/1
KEYED NOTES
SEE SHEET TO811.
SEE SHEET TO811.
SUPPLEMENTAL LEGEND:
PULL BOX
CIVIL SITE PLAN INFORMATION (PN77305, THIS PROJECT)
NEW DIRECT-BURIED COMMUNICATIONS LINE
EXISTING DIRECT-BURIED COMMUNICATIONS LINE
EXISTING GRADING INFORMATION (TOP: MAJOR, BOTTOM: MINOR)
CIVIL SITE PLAN INFORMATION (PN85710, ROTARY WING TAXIWAY, CONCURRENT)
CIVIL GRADING INFORMATION (PN85710, ROTARY WING TAXIWAY, CONCURRENT)
CIVIL GRADING INFORMATION (PN77305, THIS PROJECT)
0+
1+
ROUTE
GRAVEL)
GRAVEL
GRAVEL
Cx
S O
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IT
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N N
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F
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M A
R K
D E
S C
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IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
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T E
N A
N C
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A N
G A
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S A
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S A
L
S L
O
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S A
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N S R
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TO813
F -1
-1
W F -1
-R -0
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
L E
C O
M M
U N
IC
A T
IO
N S S
IT
E P
L
SEE SHEET TO811.
SEE SHEET TO811.
S L
O A
M N
E W D
R A
W
IN
G A
D D
E D
/2
/1
SUPPLEMENTAL LEGEND:
PULL BOX
CIVIL SITE PLAN INFORMATION (PN77305, THIS PROJECT)
NEW DIRECT-BURIED COMMUNICATIONS LINE
EXISTING DIRECT-BURIED COMMUNICATIONS LINE
EXISTING GRADING INFORMATION (TOP: MAJOR, BOTTOM: MINOR)
CIVIL SITE PLAN INFORMATION (PN85710, ROTARY WING TAXIWAY, CONCURRENT)
CIVIL GRADING INFORMATION (PN85710, ROTARY WING TAXIWAY, CONCURRENT)
57555755
ROUTE 1 (GRAVEL)
G R
A V E L
Cx
S O
L
IC
IT
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IO
N N
O
F
IL
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A M
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D W
N B
Y
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IG
N E
D B
Y
D E
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IP
T
IO
N
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2 3
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4 5
A
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IT
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C A
L E
P L
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
810 811
813 814
B A
R B
E
B A
R B
E
4' BARBED WIRE
4' BARBED WIRE
KEY PLAN SCALE: 1" = 1000'
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
T
H I
D C
A B
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T K B
N M
A
IN
T E
N A
N C
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A N
G A
R
F C
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O .d g n
A R
E A
A N
S I
D
S A
L
S A
L
S L
O
E S
S A
Y O
N S R
O A
D
TO814
F -1
-1
W F -1
-R -0
F O
R T C
A R
S O
N
C O
L O
R A
D O
P N
F
Y
L E
C O
M M
U N
IC
A T
IO
N S S
IT
E P
L
SEE SHEET TO811.
SEE SHEET TO811.
S L
O A
M N
E W D
R A
W
IN
G A
D D
E D
/2
/1
SUPPLEMENTAL LEGEND:
PULL BOX
CIVIL SITE PLAN INFORMATION (PN77305, THIS PROJECT)
NEW DIRECT-BURIED COMMUNICATIONS LINE
EXISTING DIRECT-BURIED COMMUNICATIONS LINE
EXISTING GRADING INFORMATION (TOP: MAJOR, BOTTOM: MINOR)
CIVIL SITE PLAN INFORMATION (PN85710, ROTARY WING TAXIWAY, CONCURRENT)
CIVIL GRADING INFORMATION (PN85710, ROTARY WING TAXIWAY, CONCURRENT)
| FCX7G-003A |
| FCX7A-122 |
| Sheets |
| A-122 - SECOND FLOOR PLAN - AREA "B" ANNOTATIVE |
| A-422 - TYPICAL EQUIPMENT MOUNTING DETAILS |
| FCX7A-422 |
| Sheets |
| A-122 - SECOND FLOOR PLAN - AREA "B" ANNOTATIVE |
| A-422 - TYPICAL EQUIPMENT MOUNTING DETAILS |
| FCX7CD811 |
| FCX7CD812 |
| FCX7CD813 |
| FCX7CD814 |
| FCX7CE811 |
| FCX7CG811 |
| FCX7CG823 |
| FCX7CG848 |
| FCX7CG849 |
| FCX7CS811 |
| FCX7EY601 |
| Sheets |
| EY601 - SYSTEMS RISERS |
| FCX7TO100 |
| FCX7TO811 |
| FCX7TO812 |
| FCX7TO813 |
| FCX7TO814 |
File details come from the government source that posted it. Updated .