5_SHCO00104_Drawings.pdf
PDF 24 MB Posted
- Attached to
- RELAY GROUND STATION - SOUTH (RGS-S) ANTENNA
- Solicitation number
- W9128F26RA012
About this file
This document is a comprehensive set of engineering design drawings for the Relay Ground Station - South (RGS-S) project at Schriever Space Force Base in Colorado. The drawings cover multiple disciplines including civil, site planning, mechanical, electrical, telecommunications, and security systems infrastructure for a new military communications facility. Key technical elements include concrete pads for facilities and shelters, generators, fuel tanks, electrical distribution systems, telecommunications ductbanks, fiber optic cabling, grounding infrastructure, and electronic security system (ESS) components.
The design documents specify detailed plans for installing three radome antenna sites, site facilities electrical and communications shelters, backup generators with sub-base diesel fuel tanks, and associated utility infrastructure. The project will utilize concrete foundations, electrical and telecommunications pathways, grounding systems, and integrated security infrastructure. The design follows military engineering standards and includes comprehensive technical specifications for conduit routing, equipment placement, electrical distribution, and communications network integration across multiple site areas. The project is being executed through the US Army Corps of Engineers Omaha District under solicitation number W9128F26RA012, using a design-build project delivery method.
View the file
Other files
Show all 28
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
OMAHA DISTRICT
SCHRIEVER SPACE FORCE BASE, COLORADO
- SP-FSRM, RELAY GROUND STATION
US Army Corps of Engineers ®
G-001
C O
VE
R
S H
EE
T
Z.
M
IC
H
KA
S.
L
IN
D
G R
EN
Z.
M
IC
H
KA
S.
L
IN
D
G R
EN
09/09/2025
SH
C
O
4G
-0
.d w g
W9128F26RA012
G-002
IN
D
EX
SHEET SEQUENCE NUMBER
DISCIPLINE DESIGNATOR
w/ Level 2 Designator
M - 2 0 1
2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:
G H V B C L S A I Q F P D M E T R
GENERAL
HAZARDOUS MATERIALS
SURVEY / MAPPING
GEOTECHNICAL
CIVIL
LANDSCAPE
STRUCTURAL
ARCHITECTURAL
INTERIORS
EQUIPMENT
FIRE PROTECTION
PLUMBING
PROCESS
MECHANICAL
ELECTRICAL
TELECOMMUNICATIONS
RESOURCE
INDEX LEGEND:
SHEET TYPE DESIGNATOR
GENERAL
PLANS
ELEVATIONS
SECTIONS
LARGE-SCALE VIEWS
DETAILS
SCHEDULES & DIAGRAMS
USER DEFINED
USER DEFINED
3D REPRESENTATIONS
(see A/E/C CADD STANDARD RELEASE 6.0 for Level 2 Designator)
Z.
M
IC
H
KA
S.
L
IN
D
G R
EN
Z.
M
IC
H
KA
S.
L
IN
D
G R
EN SH
C
O
4G
-0
.d w g
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
INDEX
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
L ANGLE
A/C AIR CONDITIONING
A/C UNIT AIR CONDITIONING UNIT
AB ANCHOR BOLT
ABV ABOVE
AC ALTERNATING CURRENT
ACC ACCESSIBLE
ACI AMERICAN CONCRETE INSTITUTE
ACR ACRYLIC PLASTIC
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACSR ALUMINUM CABLE STEEL REINFORCED
ACST ACOUSTIC
ACT ACOUSTICAL CEILING TILE
ADDM ADDENDUM
ADH ADHESIVE
ADJ ADJACENT, ADJOINING, ADJUSTABLE
ADO AUTOMATIC DOOR OPERATOR
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
AHR ANCHOR
AHU AIR HANDLING UNIT
AI AREA INLET
AIC AMPERE INTERRUPTING CAPACITY
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
A.L. ACTIVE LEAF
ALT ALTERNATE
ALUM ALUMINUM
AMB AMBIENT
AMP AMPERE
ANOD ANODIZE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPD APPROVED
APPROX APPROXIMATE
ARCH ARCHITECT
ARI AMERICAN REFRIGERATION INSTITUTE
ASB ASBESTOS
ASC ABOVE SUSPENDED CEILING
ASPH ASPHALT
ATC ACOUSTICAL TILE CEILING
AUTO AUTOMATIC
AVG AVERAGE
AWG AMERICAN WIRE GAUGE
AWT ACOUSTICAL WALL TREATMENT
BB BULLETIN BOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BEJ BRICK EXPANSION JOINT
BEV BEVEL
BITUM BITUMINOUS
BJT BED JOINT
BL BUILDING LINE
BLDG BUILDING
BLW BELOW
BM BENCHMARK
BO BOTTOM OF
BOT BOTTOM
BP BACK PLASTER(ED)
BRCG BRACING
BRDG BRIDGING
BRG BEARING
BRG PL BEARING PLATE
BRK BRICK
BRKT BRACKET
BRZ BRONZE
BS BOTH SIDES
BSMT BASEMENT
Btu BRITISH THERMAL UNIT BtuH BTU PER HOUR
BTWN BETWEEN
BUR BUILT-UP ROOFING
BW BOTH WAYS
CAB CABINET
CAP CAPACITY
CB CATCH BASIN
CCT CUBICLE CURTAIN TRACK
CCTV CLOSED CIRCUIT TELEVISION
CE COVER ELEVATION
CEM CEMENT
CEM PLAS CEMENT PLASTER
CER CERAMIC
CFI CONDUCTIVE FLOORING
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CG CORNER GUARD
CH BD CHALKBOARD
CHFR CHAMFER
CHIM CHIMNEY
CHK CHECK
CHR PL CHROME PLATED
CI CAST IRON
CI CURB INLET
CIP CAST-IN-PLACE
CIRC CIRCULAR
CJ CONTROL JOINT
CJ CONSTRUCTION JOINT
CKT CIRCUIT
CKT BRKR CIRCUIT BREAKER
CL CENTER LINE
CLG CEILING
CLG HT CEILING HEIGHT
CLGL CLEAR GLASS
CLL CONTRACT LIMIT LINE
CLO CLOSET
CLOS CLOSURE
CLR CLEAR(ANCE)
CLWG CLEAR WIRED GLASS
cm CENTIMETER(S)
CMP CORRUGATED METAL PIPE
CMPST COMPOSITE
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CNL CONDUCTIVE NEOPRENE LATEX
CNR CORNER
CNTR COUNTER
CO CLEANOUT
CO2 CARBON DIOXIDE
COL COLUMN
COM COMMON
COMB COMBUSTION
COMPT COMPARTMENT
CONC CONCRETE
CONN CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE
CONTR CONTRACTOR
CORR CORRIDOR
COV COVER
CPRS COMPRESSIBLE
CPT CARPET
CRCMF CIRCUMFERENCE
CRES CORROSIVE RESISTANT STEEL
CRG CROSS GRAIN
CRS COURSE(S)
CS CAST STONE
CSK COUNTERSUNK
CSMT CASEMENT
CT CERAMIC TILE
CT CURRENT TRANSFORMER
C TO C CENTER TO CENTER
CTR CENTER
CU CONDENSING UNIT
Cu COPPER
CU FT CUBIC FEET
CUH CABINET UNIT HEATER
CU YD CUBIC YARDS
CV CEILING VENT
CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)
CW COLD WATER
CYL CYLINDER
d PENNY (AS IN NAIL - 10D)
DAT DATUM
DB DRY BULB
DBL DOUBLE
DBL ACT DR DOUBLE ACTING DOOR
DCJ DOWELED CONTROL JOINT
DCJT DUMMY CONTROL JOINT
DEG DEGREE
DEMO DEMOLITION
DEPR DEPRESSION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DH DUCT HEATER
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISC DISCONNECT
DISP DISPENSER
DISTR PNL DISTRIBUTION PANEL
DIV DIVISION
DL DEAD LOAD
DMPF DAMPPROOFING
DMPR DAMPER
DMT DEMOUNTABLE
DN DOWN
DR DOOR
DR DRAIN
DRB DRAINBOARD
DR CL DOOR CLOSER
DS DOUBLE STRENGTH (GLASS)
DS DOWNSPOUT
DT DRAIN TILE
DVTL DOVETAIL
DWG DRAWING
DWLS DOWELS
DWR DRAWER
DWTR DUMBWAITER
DX DIRECT EXPANSION
E EAST
EA EACH
EAT ENTERING AIR TEMPERATURE
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION - GRADE OR BUILDING
ELEC ELECTRIC
EM EXPANDED METAL
EMD ESTIMATED MAXIMUM DEMAND
EMER EMERGENCY
ENCL ENCLOSE(URE)
ENTR ENTRANCE, ENTERING
EP ELECTRICAL PANELBOARD
EPRF EXPLOSION PROOF
EPY EPOXY COATING
EQ EQUAL
EQUIP EQUIPMENT
ESCAL ESCALATOR
EST ESTIMATE(D)
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
EXC EXCAVATE
EXH EXHAUST
EXH A EXHAUST AIR
EXST EXISTING
EXP EXPANSION
EXP EXPOSED
EXP BT EXPANSION BOLT
EXT EXTERIOR
F FAHRENHEIT
FA FIRE ALARM
FA FRESH AIR
FAC FIRE APPARATUS CLOSET
FAI FRESH AIR INTAKE
F BRK FIRE BRICK
FC FOOT CANDLE
FC BRK FACE BRICK
FCG FACING
FCJ FLOOR CONSTRUCTION JOINT
FCO FLOOR CLEANOUT
FCU FAN COIL UNIT
FD FLOOR DRAIN
FDMPR FIRE DAMPER
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEB FIRE EXTINGUISHER BRACKET
FEC FIRE EXTINGUISHER CABINET
FF FACTORY FINISH
FGL FIBERGLASS
FH FIRE HYDRANT
FH FLAT HEAD
FHC FIRE HOSE CABINET
FHMS FLAT HEAD MACHINE SCREW
FHR FIRE HOSE RACK
FHS FIRE HOSE STATION
FHWS FLAT HEAD WOOD SCREW
FIG FIGURE
FIN FINISH
FIN FLR FINISH FLOOR
FIXT FIXTURE
FJT FLUSH JOINT
FLASH FLASHING
FLR FLOOR
FLEX FLEXIBLE
FLG FLOORING
FLR PL FLOOR PLATE
FLUOR FLUORESCENT
FN FENCE
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FP FIRE PARTITION
FP FIREPROOF
FPM FEET PER MINUTE
FR FIRE RESISTANT
FR FRAME
FRG FORGED
FRMG FRAMING
FRT FIRE-RETARDANT
FS FULL SIZE
FSTNR FASTEN(ER)
FT FEET
FTG FOOTING
FURG FURRING
FUT FUTURE
FW FIRE WATER
FWC FABRIC WALL COVERING
G NATURAL GAS
GA GAGE
GAL GALLON(S)
GALV GALVANIZED
GALV STL GALVANIZED STEEL
GB GRAB BAR
GC GENERAL CONTRACTOR
GEN GENERAL
GF GROUND FACE
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFE GOVERNMENT-FURNISHED EQUIPMENT
GFE/CI GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED
GI GALVANIZED IRON
GIP GALVANIZED IRON PIPE
GKT GASKET(ED)
GL GLASS
GL BLK GLASS BLOCK
GLF GLASS FIBER
GLZ GLAZING
GLZ CMU GLAZED CONCRETE MASONRY UNITS
G GROUND
GOVT GOVERNMENT
GPM GALLONS PER MINUTE
GPT GYPSUM TILE
GRAN GRANITE
GR LN GRADE LINE
GRTG GRATING
GST GLAZED STRUCTURAL TILE
GSU GLAZED STRUCTURAL UNITS
GT GROUT
GWT GLAZED WALL TILE
GYP GYPSUM
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
HB HOSE BIBB
HC HOLLOW CORE
HCD HALON CONTAINMENT DAMPER
HCP HANDICAPPED
HD HEAD
HD HEAVY DUTY
HDBD HARDBOARD
HD JT HEAD JOINT
HDR HEADER
HDW HARDWARE
HDWD HARDWOOD
HES HIGH EARLY-STRENGTH CEMENT
HEX HEXAGON
HH HANDHOLE
HK HOOK(S)
HM HOLLOW METAL
HNDRL HANDRAIL
HORIZ HORIZONTAL
HP HIGH PRESSURE
HP HORSEPOWER
HPT HIGH POINT
HR HOUR
HS HIGH STRENGTH
HSGYP HIGH-STRENGTH GYPSUM PLASTER
HSKPG HOUSEKEEPING
HT HEIGHT
HTG HEATING
HTR HEATER
HVAC HEATING, VENTILATING AND AIR CONDITIONING
HYDR HYDRAULIC
Hz HERTZ
IC INTERCOM
ID INSIDE DIAMETER
IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA
ILK INTERLOCK
IN INCH
INCIN INCINERATOR
INCL INCLUDED
INSF INSULATING FILL
INSUL INSULATION
INT INTERIOR
INTM INTERMEDIATE
INV INVERT
IP IRON PIPE
IPS IRON PIPE SIZE
I.P.S. INSIDE PIPE SIZE
JAN CLO JANITOR’S CLOSET
J-BOX JUNCTION BOX
JCT JUNCTION
JST JOIST
JT JOINT
KIP KILOPOUND (1000 POUNDS)
KIT KITCHEN
KOP KNOCKOUT PANEL
KPL KICKPLATE
km KILOMETER kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT
KWY KEYWAY
LAB LABORATORY
LAD LADDER
LAM LAMINATE
LAT LEAVING AIR TEMPERATURE
LAU LAUNDRY
LAV LAVATORY
LB LAG BOLT
LB POUND
LBL LABEL
LBR LUMBER
LC LIGHT CONTROL
LD LOAD
LDG LOADING
LG LENGTH
LH LEFT HAND(ED)
LIN LINEAR
LKR LOCKER
LL LIVE LOAD
LLD LEAD-LINED DOOR
LM LUMEN
LMST LIMESTONE
LNTL LINTEL
LONG LONGITUDINAL
LP LIGHTPROOF
LPD LIGHTPROOF DOOR
LPL LIGHTPROOF LOUVER
LPT LOW POINT
LR LIVING ROOM
LS LAWN SPRINKLER
LT LIGHT
LT WT LIGHTWEIGHT
LTG LIGHTING
LTNG LIGHTNING
LVR LOUVER
LWC LIGHTWEIGHT CONCRETE
LWT LEAVING WATER TEMPERATURE
m METER(S)
M&B MATCHED AND BEADED
MACH MACHINE
MAS MASONRY
MATL MATERIAL(S)
MAX MAXIMUM
MB MACHINE BOLTS
MBR MEMBER
MC MEDICINE CABINET
MCJ MASONRY CONTROL JOINT
MCO METAL-CASED OPENING
MDS METAL DIVIDER STRIP
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MED MEDIUM
MEMB MEMBRANE
MES METAL EDGE STRIP
MFD METAL FLOOR DECKING
MFG MANUFACTURING
MFR MANUFACTURER
MG MOTOR GENERATOR
MGT MATTE-GLAZED TILE
MH MANHOLE
MI MALLEABLE IRON
MIN MINIMUM
MIRR MIRROR
MISC MISCELLANEOUS
ML METAL LATH
ML MONOLITHIC
MLDG MOULDING
MLWK MILLWORK
mm MILLIMETER(S)
MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)
MO MASONRY OPENING
MOD MODULAR
MOD. MODIFIED
MOT MOTOR
MP MOVABLE PARTITION
MR MOP RECEPTOR
MRB MARBLE BASE
MRD METAL ROOF DECKING
MS MACHINE SCREWS
MT METAL THRESHOLD
MT MOUNT
MTD MOUNTED
MTFR METAL FURRING
MTL METAL
MVBL MOVABLE
MULL MULLION
N NORTH
NAT NATURAL
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
Ni NICKEL
NIC NOT IN CONTRACT
NL NAILABLE
N.L. NEOPRENE LATEX
NM NONMETALLIC
NO NORMALLY OPEN
NO NUMBER
NOM NOMINAL
NR NOISE REDUCTION
NRC NOISE REDUCTION COEFFICIENT
N’’REQD NOT REQUIRED
NTS NOT TO SCALE
OA OUTSIDE AIR
OBSC OBSCURE
OBW OBSERVATION WINDOW
OC ON CENTER
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OFC OFFICE
OGL OBSCURE GLASS
OH OVERHEAD
OHMS OVALHEAD MACHINE SCREW
OHWS OVALHEAD WOOD SCREW
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OPS OPERATIONS
OS & Y OUTSIDE SCREW AND YOKE
OWGL OBSCURE WIRED GLASS
P POLE
PA PUBLIC ADDRESS
PAR PARALLEL
PB PANIC BAR
PBD PARTICLE BOARD
PBS PUSH BUTTON STATION
PC PIECE
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCP CEMENT PLASTER (PORTLAND)
PD PAVEMENT DRAIN
PED PEDESTAL
PERF PERFORATE(D)
PERIM PERIMETER
PH PHASE
PHAR PHARMACY
PI POINT OF INTERSECTION
PIPU PREFAB ISOLATION POWER UNIT
PIV POST INDICATING VALVE
PL PLATE
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLAT PLATFORM
PLBG PLUMBING
PLF POUNDS PER LINEAR FOOT
PLG PILING
PL GL PLATE GLASS
PLYWD PLYWOOD
PNL PANEL
PT PAINT(ED)
POL POLISHED
PORC PORCELAIN
PORT PORTABLE
PPGL POLISHED PLATE GLASS
PPM PARTS PER MILLION
PR PAIR
PREFAB PREFABRICATE(D)
PREFIN PREFINISHED
PREFMD PREFORMED
PRKG PARKING
PROJ PROJECT
PRV PRESSURE-REGULATING VALVE
PS PIPE SPACE
P.S. PRESSED STEEL
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PNEUMATIC TUBE
PT. POINT
PT CONC POST-TENSIONED CONCRETE
PTD PAPER TOWEL DISPENSER
PTN PARTITION
PTR PAPER TOWEL RECEPTACLE
PV PAVED
PVC POLYVINYL CHLORIDE
PVG PAVING
PW PASS WINDOW
QT QUARRY TILE
QT. QUART
QTR QUARTER
1/4 RND QUARTER ROUND
QTY QUANTITY
R RADIUS
R RANGE
R RISER
RA RETURN AIR
RAB RABBETED
RA GR RETURN AIR GRILLE
RAR RETURN AIR REGISTER
RB RUBBER BASE, RESILIENT BASE
RBL RUBBLE STONE
RBR RUBBER
RC REMOTE CONTROL
RCP REINFORCED CONCRETE PIPE
RCVR RECEIVER
RD ROOF DRAIN
RDG INS RIGID INSULATION
RECPT RECEPTACLE
REC ROOM RECREATION ROOM
RECT RECTIFIER
REF REFERENCE
REFL REFLECT
REFR REFRIGERATION
REG REGISTER
REG REGLET
REINF REINFORCE
REM REMOVE(ABLE)
REQD REQUIRED
RESIL RESILIENT
RET RETURN
REV REVISION
RFG ROOFING
RH RELATIVE HUMIDITY
RH RIGHT HAND
RH ROOF HATCH
RK RACK
RLG RAILING
RM ROOM
RND ROUND
RO ROUGH OPENING
ROW RIGHT OF WAY
RP RETRACTABLE PARTITION
RPM REVOLUTIONS PER MINUTE
RPRT RAISED PATTERN RUBBER TILE
RTF RUBBER TILE FLOOR
RVS REVERSE
RVT RIVET
RWC RAINWATER CONDUCTOR
S SOUTH
SA SUPPLY AIR
SB SPLASH BLOCK
S.B. SECURITY BARS
SC SOLID CORE
SCHED SCHEDULE
SCRN SCREEN
SCT STRUCTURAL CLAY TILE
SD STORM DRAIN
SDI STEEL DOOR INSTITUTE
SECT SECTION
SEQ SEQUENCE
SFGL SAFETY GLASS
SFTU STRUCTURAL FACING TILE UNIT
SFU STRUCTURAL FACING UNIT
SG SHEET GLASS
SHLDR SHOULDER
SHT SHEET
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SKLT SKYLIGHT
SLNT SEALANT
SLV SLEEVE
SM SHEET METAL
SMS SHEET METAL SCREWS
SOV SHUT OFF VALVE
SPC SPACER
SPCL SPECIAL
SPD SOUNDPROOF DOOR
SPEC SPECIFICATION
SPF SOUNDPROOF
SP FIN SPECIAL FINISH
SPH SPACE HEATER
SPKR SPEAKER
SQ SQUARE
SQHD SQUARE HEAD
S&R SHELF AND ROD
SS SERVICE SINK
SS STANDING SEAM (ROOF)
SST STAINLESS STEEL
STA STATION
STD STANDARD
STG SEATING
STL STEEL
STOR STORAGE
ST PR STATIC PRESSURE
STR STRINGER
STRUCT STRUCTURAL
STWY STAIRWAY
SUB FL SUBFLOOR
SUSP SUSPENDED
SV SHEET VINYL
SW SWITCH
SWBD SWITCHBOARD
SYMM SYMMETRICAL
SYNTH SYNTHETIC
SYS SYSTEM
T TREAD
TAN TANGENT
TB TOWEL BAR
TC TERRA COTTA
TEL TELEPHONE
TEMP TEMPERATURE
TEMP TEMPORARY
TER TERRAZZO
TERM TERMINAL
T&G TONGUE AND GROOVE
TGL TOGGLE
TH TRUSS HEAD
THK THICK(NESS)
THRES THRESHOLD
TK BD TACKBOARD
TKS TACKSTRIP
TO TOP OF
TOL TOLERANCE
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TOS TOP OF STEEL
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPTN TOILET PARTITION
TRANS TRANSOM
TRANS TRANSVERSE
TSTAT THERMOSTAT
TV TELEVISION
TYP TYPICAL
UC UNIT COOLER
UGND UNDERGROUND
UH UNIT HEATER
UL UNDERWRITERS LABORATORIES
UNEX UNEXCAVATED
UNFIN UNFINISHED
UPS UNINTERRUPTABLE POWER SUPPLY
UR URINAL
UTIL UTILITY
UV UNIT VENTILATOR
V VOLT
VAR VARNISH
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VCT VITRIFIED CLAY TILE
VD VAULT DOOR
VENT VENTILATOR(TION)
VERT VERTICAL
VEST VESTIBULE
VF VINYL FABRIC
VG VERTICAL GRAIN
VH VINYL HOMOGENEOUS
VJ V-JOINT(ED)
VNR VENEER
VOL VOLUME
VR VAPOR RETARDER
VRM VERMICULITE
VS VENT STACK
V.T. VOLTAGE TRANSFORMER
VTR VENT THRU ROOF
VWC VINYL WALL COVERING
W WEST
W/ WITH
WB WET BULB
WBL WOOD BLOCKING
WC WATER CLOSET
W/C WHEELCHAIR
WCO WOOD-CASED OPENING
WD WOOD
WD WOOD DOOR
WDSP WASTE DISPOSER
WDW WINDOW
WF WIDE FLANGE
WGL WIRED GLASS
WH WALL HUNG
WH WATER HEATER
WHB WHEEL BUMPER
WHM WATT-HOUR METER
WI WROUGHT IRON
WKSH WORK SHOP
WM WIRE MESH
W/O WITHOUT
WP WATERPROOF(ING)
WP WEATHERPROOF
WP WORKING POINT
WR WASTE RECEPTACLE
WRB WARDROBE
WS WATERSTOP
W.S. WASTE STACK
WSCT WAINSCOT
WT WEIGHT
WTH WIDTH
W/W WALL TO WALL
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
WWR WELDED WIRE REINFORCEMENT
XFMR TRANSFORMER
YD YARD
YD YARD DRAIN
ABBREVIATIONS
G-003
AB
BR
EV
IA
TI
O
N S
Z.
M
IC
H
KA
Z.
M
IC
H
KA
S.
L
IN
D
G R
EN
S.
L
IN
D
G R
EN SH
C
O
4G
-0
.d w g
TBD
CT-34
TBD
DI
SC
O
VE
RE
R
ST
KEPLER AVE
LA
GO
O N
C
IR
VA
N
GU
AR
D
BELTWAY
SP
U
TN
IK
S T
IRWIN AVE
N
AV
ST
AR
S T
CICI
CI CI
ST
E
C
C
C C
C C C
S
C
CCC
C
C
C C
AC
C
C
CI
T
CI
CCFH C
CP
CP CP
S
C C C C C C
C
COMM COMM
E E
E E
E
G
E
COMM
C O
M M
C O
M M
W W W W
EE
E
W W WE E EE E COMM
COMM COMM COMM
COMM
COMM
E E E E E E E E E E E E E E
COMM
E
SH
C
O
4G
I1
.d w g
T.
O
W
EN
S
S.
Z
EN
O
N
S.
Z
EN
O
N
T.
O
W
EN
S
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D D
SJ
Z\
D
7\
SH
C O
4G I1
.D
W G
7:
:5
AM
/1 0/
AE
C
_N C
S_ 4_
M O
N O
.C
TB
G 6E
D D
SJ
Z
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
GI100
400'0 200'
NORTH
LO
C
AT
IO
N P
LA
N
A1 SCALE: 1"= 1000' - 0"
SCHRIEVER SPACE FORCE BASE
A1 SCALE: 1"= 200' - 0"
RELAY GROUND STATION SITE
NORTH
Construction Limits
0 2000'1000'
TBD
CT-34
CT-33
TBD
CIDCID
CID CID
ST
PP#_
PP#_PP#_PP#_PP#_PP#_
PP#_PP#_PP#_PP#_PP#_
PP#_PP#_PP#_PP#_PP#_
PP#_PP#_PP#_
E
C
C
CE EC
CE EC EC E E
S
E
EC
CCC
C
C
C C
E
AC
C
C
CID
T
CID
CECFH
PB
EC
PB
CP PP#_PP#_
PP#_PP#_
PP#_PP#_
CP
PP#_PP#_
CP
S
C C C C C C
C
E
E
COMM COMM
E E
E E
E
G
E
COMM
C O
M M
C O
M M
W W W W
EE
E
W W WE E EE E COMM
COMM COMM COMM
COMM
COMM
E E E E E E E E E E E E E E
COMM
E
SH
C
O
4V
F1
-1
.d w g
T.
O
W
EN
S
S.
Z
EN
O
N
S.
Z
EN
O
N
T.
O
W
EN
S
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D D
SJ
Z\
D
7\
SH
C O
4V F1
-1
.D
W G
7:
:5
AM
/1 0/
AE
C
_N C
S_ 4_
M O
N O
.C
TB
G 6E
D D
SJ
Z
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
VF100400'0 200'
SCALE: 1" = 200' - 0"
NORTH
O
VE
R
AL
L
EX
IS
TI
N G
C O
N D
IT
IO
N S
103101
102 104 105
GENERAL NOTES
1. SEE SURVEY NOTES ON VF102.
BLDG 780
SEE NOTE #2
CIDCID
CI
D
CI
D
PP#_PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_
PP#_PP#_
PP#_PP#_PP#_
PP#_PP#_PP#_
E
C
C
6"6"6"
AC
C
C
CP PP#_
PP#_
E E
COMMCOMMCOMMCOMM
COMMCOMMCOMMCOMM
CP
E E
E E
E E
E E
E E
E E
E E
E E
E E
CP
C P
C P
GGGGGGG
E E
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
W W W W W W W W W W W W W W
G
G
C P
C P
C P
C P
C P
C P
COMM
BUILDING 740
RIM 6260.181
15" RCP S = 6255.301
12" RCP N = 6255.618
RIM 6253.020
18" RCP S = 6246.750
15" RCP N = 6247.803
RIM 6260.241
12" RCP S = 6256.504
RIM 6253.252
15" RCP S = 6248.409KEPLER AVE.
GATE CONTROL
WEATHER STATION
COMMCOMMCOMMCOMMCOMM
MHM-113D
MHM-113E
MHM-113F
8" CPP = 6254.57
8" CPP = 6254.588" CPP = 6255.76
8" CPP = 6255.79
8" PVC= 6253.52
8" PVC = 6253.94
42" RCP = 6241.19
42" RCP = 6241.26
42" RCP = 6241.29
42" RCP= 6241.31
42" RCP= 6239.25
42" RCP = 6239.21
42" RCP = 6239.30
42" RCP = 6239.28
18" RCP = 6241.56
15" RCP= 6254.85
BENCHMARK
COMMUNICATION LINE
COMMUNICATION MANHOLE
COMMUNICATION PHONE PEDESTAL
COMMUNICATION SECURITY CAMERA
ELECTRICAL LINE
ELECTRICAL MANHOLE
ELECTRICAL TRANSFORMER
ELECTRICAL LIGHT POLE
ELECTRICAL PULLBOX
GAS LINE
POWER PANEL
HVAC AC HEAT PUMP
WATER LINE
WATER VALVE
FIRE HYDRANT
CULVERT
STORMWATER MANHOLE
GUARDRAIL
FENCE (8' CHAIN LINK BARBED WIRE
EXISTING SIDEWALK
EXISTING ROAD
ROAD SIGN
DECIDUOUS TREE
CREEK
COMM
EE
WW
CPCP
PP#_
AC
CP
D
E
C
FH
G
PB
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION
AND EXISTENCE OFF ALL UTILITIES SHOWN PRIOR TO
CONSTRUCTION. ANY UTILITY DAMAGED SHALL BE
REPAIRED OR REPLACED AT NO ADDITIONAL COST TO
THE GOVERNMENT, PROVIDE REPAIRS OR
REPLACEMENTS THAT MEET OR EXCEED THE QUALITY
OF EXISTING UTILITY PRIOR TO DAMAGE.
2. CONTRACTOR SHALL MARK AND PROTECT EXISTING
ELECTRICAL AND COMMUNICATION LINES AT ALL
TIMES. NOTIFY CONTRACTING OFFICER IMMEDIATELY
IF ANY PLANNED CONSTRUCTION IMPACTS THE
ADEQUATE PROTECTION OF THIS UTILITY.
3. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIME
EXCEPT WHEN SCHEDULED IN ADVANCE WITH THE
CONTRACTING OFFICER.
SH
C
O
4V
F1
-1
.d w g
T.
O
W
EN
S
S.
Z
EN
O
N
S.
Z
EN
O
N
T.
O
W
EN
S
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D D
SJ
Z\
D
7\
SH
C O
4V F1
-1
.D
W G
7:
:2
AM
/1 0/
AE
C
_N C
S_ 4_
M O
N O
.C
TB
G 6E
D D
SJ
Z
A1 SCALE: 1" = 60'-0"
EXISTING CONDITIONS PLAN
NORTH
GENERAL NOTES
LEGEND
KEY PLAN
MATCH LINE - VF102
M
AT
C H
L
IN
E
- V
F1
AR
EA
, 1
EX
IS
TI
N G
C O
N D
IT
IO
N S
VF101
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
SCALE: 1" = 800' - 0"
NORTH
102 104 105
60' 120'0
IH 24-32 A
NORTHING = 1354237.769
EASTING = 3276322.487
ELEVATION = 6269.452
ALUMINUM CAP ON REBAR
C E E
C
S
CID
T
CI
D
6"
10"
8"
C 12"
6"
8"E C
FH
12"
6"
PB
6"6"6"
E
8"6"6"6"6"8"6"
10"8" 10"10" 12" 6" 6" 6" 6"
C 8" 10" 8" 12"
PB
S
E E
E
E
EEEEEEEEEEE
E
EE E
SAN
E E
E E
W W W W W W W W W W W
E E E E E E E E E E E E E E E E E
RIM 6277.588
6" PVC E = 6271.352
RIM 6272.810
12" PVC S = 6268.324
RIM 6272.816
12" PVC S =6267.734
12" PVC N = 6267.848
RIM 6275.884
6" PVC W = 6269.216
6" PVC S = 6269.107
COMM COMM COMM COMM COMM
COMM
IRWIN AVE.
N
EW
R O
AD
E E E E E E E E E
E E
MHP-110
MHP-109
MHP-111
MHP-112
MHM-112
MHM-111 MHM-110 MHM-109
BENCHMARK
COMMUNICATION LINE
COMMUNICATION MANHOLE
COMMUNICATION PHONE PEDESTAL
COMMUNICATION SECURITY CAMERA
ELECTRICAL LINE
ELECTRICAL MANHOLE
ELECTRICAL TRANSFORMER
ELECTRICAL LIGHT POLE
ELECTRICAL PULLBOX
GAS LINE
POWER PANEL
HVAC AC HEAT PUMP
WATER LINE
WATER VALVE
FIRE HYDRANT
CULVERT
STORMWATER MANHOLE
GUARDRAIL
FENCE (8' CHAIN LINK BARBED WIRE
EXISTING SIDEWALK
EXISTING ROAD
ROAD SIGN
DECIDUOUS TREE
CREEK
COMM
EE
WW
CPCP
PP#_
AC
CP
D
E
C
FH
G
PB
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION
AND EXISTENCE OFF ALL UTILITIES SHOWN PRIOR TO
CONSTRUCTION. ANY UTILITY DAMAGED SHALL BE
REPAIRED OR REPLACED AT NO ADDITIONAL COST TO
THE GOVERNMENT, PROVIDE REPAIRS OR
REPLACEMENTS THAT MEET OR EXCEED THE QUALITY
OF EXISTING UTILITY PRIOR TO DAMAGE.
2. CONTRACTOR SHALL MARK AND PROTECT EXISTING
ELECTRICAL AND COMMUNICATION LINES AT ALL
TIMES. NOTIFY CONTRACTING OFFICER IMMEDIATELY
IF ANY PLANNED CONSTRUCTION IMPACTS THE
ADEQUATE PROTECTION OF THIS UTILITY.
3. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIME
EXCEPT WHEN SCHEDULED IN ADVANCE WITH THE
CONTRACTING OFFICER.
MATCH LINE - VF101
M
AT
C H
L
IN
E
- V
F1
SH
C
O
4V
F1
-1
.d w g
T.
O
W
EN
S
S.
Z
EN
O
N
S.
Z
EN
O
N
T.
O
W
EN
S
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D D
SJ
Z\
D
7\
SH
C O
4V F1
-1
.D
W G
7:
:4
AM
/1 0/
AE
C
_N C
S_ 4_
M O
N O
.C
TB
G 6E
D D
SJ
Z
A1 SCALE: 1" = 60'-0"
EXISTING CONDITIONS PLAN
NORTH
GENERAL NOTES
LEGEND
KEY PLAN
AR
EA
, 2
EX
IS
TI
N G
C O
N D
IT
IO
N S
VF102
M
AT
C H
L
IN
E
- V
F1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
SCALE: 1" = 800' - 0"
NORTH
102 104 105
BLDG 717
BLDG 712
BLDG 700
BLDG 702
BLDG 715
C C
C C C C C C
C
COMM COMM COMM COMM COMM COMM
COMM COMM COMM
COM
M
COMMCOMMCOMM
C O
M M
C O
M M
C O
M M
MHM-125 MHM-126 MHM-127 MHM-128
MHM-153 MHM-154
MHM-155
BENCHMARK
COMMUNICATION LINE
COMMUNICATION MANHOLE
COMMUNICATION PHONE PEDESTAL
COMMUNICATION SECURITY CAMERA
ELECTRICAL LINE
ELECTRICAL MANHOLE
ELECTRICAL TRANSFORMER
ELECTRICAL LIGHT POLE
ELECTRICAL PULLBOX
GAS LINE
POWER PANEL
HVAC AC HEAT PUMP
WATER LINE
WATER VALVE
FIRE HYDRANT
CULVERT
STORMWATER MANHOLE
GUARDRAIL
FENCE (8' CHAIN LINK BARBED WIRE
EXISTING SIDEWALK
EXISTING ROAD
ROAD SIGN
DECIDUOUS TREE
CREEK
COMM
EE
WW
CPCP
PP#_
AC
CP
D
E
C
FH
G
PB
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION
AND EXISTENCE OFF ALL UTILITIES SHOWN PRIOR TO
CONSTRUCTION. ANY UTILITY DAMAGED SHALL BE
REPAIRED OR REPLACED AT NO ADDITIONAL COST TO
THE GOVERNMENT, PROVIDE REPAIRS OR
REPLACEMENTS THAT MEET OR EXCEED THE QUALITY
OF EXISTING UTILITY PRIOR TO DAMAGE.
2. CONTRACTOR SHALL MARK AND PROTECT EXISTING
ELECTRICAL AND COMMUNICATION LINES AT ALL
TIMES. NOTIFY CONTRACTING OFFICER IMMEDIATELY
IF ANY PLANNED CONSTRUCTION IMPACTS THE
ADEQUATE PROTECTION OF THIS UTILITY.
3. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIME
EXCEPT WHEN SCHEDULED IN ADVANCE WITH THE
CONTRACTING OFFICER.
MATCH LINE - VF104
M
AT
C H
L
IN
E
- V
F1
SH
C
O
4V
F1
-1
.d w g
T.
O
W
EN
S
S.
Z
EN
O
N
S.
Z
EN
O
N
T.
O
W
EN
S
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D D
SJ
Z\
D
7\
SH
C O
4V F1
-1
.D
W G
7:
:5
AM
/1 0/
AE
C
_N C
S_ 4_
M O
N O
.C
TB
G 6E
D D
SJ
Z
A1 SCALE: 1" = 60'-0"
EXISTING CONDITIONS PLAN
NORTH
GENERAL NOTES
LEGEND
KEY PLAN
AR
EA
, 3
EX
IS
TI
N G
C O
N D
IT
IO
N S
VF103
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
SCALE: 1" = 800' - 0"
NORTH
102 104 105
BLDG 442
BLDG 401
BLDG 403
BLDG 400
BLDG 300
BLDG 301
BLDG 720
BLDG 730
C E
E C
E C E
C
C
C
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMME
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 E E E E E E E
MHP-108 MHP-107 MHP-106
MHP-104
MHM-108 MHM-107 MHM-106 MHM-105
BENCHMARK
COMMUNICATION LINE
COMMUNICATION MANHOLE
COMMUNICATION PHONE PEDESTAL
COMMUNICATION SECURITY CAMERA
ELECTRICAL LINE
ELECTRICAL MANHOLE
ELECTRICAL TRANSFORMER
ELECTRICAL LIGHT POLE
ELECTRICAL PULLBOX
GAS LINE
POWER PANEL
HVAC AC HEAT PUMP
WATER LINE
WATER VALVE
FIRE HYDRANT
CULVERT
STORMWATER MANHOLE
GUARDRAIL
FENCE (8' CHAIN LINK BARBED WIRE
EXISTING SIDEWALK
EXISTING ROAD
ROAD SIGN
DECIDUOUS TREE
CREEK
COMM
EE
WW
CPCP
PP#_
AC
CP
D
E
C
FH
G
PB
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION
AND EXISTENCE OFF ALL UTILITIES SHOWN PRIOR TO
CONSTRUCTION. ANY UTILITY DAMAGED SHALL BE
REPAIRED OR REPLACED AT NO ADDITIONAL COST TO
THE GOVERNMENT, PROVIDE REPAIRS OR
REPLACEMENTS THAT MEET OR EXCEED THE QUALITY
OF EXISTING UTILITY PRIOR TO DAMAGE.
2. CONTRACTOR SHALL MARK AND PROTECT EXISTING
ELECTRICAL AND COMMUNICATION LINES AT ALL
TIMES. NOTIFY CONTRACTING OFFICER IMMEDIATELY
IF ANY PLANNED CONSTRUCTION IMPACTS THE
ADEQUATE PROTECTION OF THIS UTILITY.
3. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIME
EXCEPT WHEN SCHEDULED IN ADVANCE WITH THE
CONTRACTING OFFICER.
MATCH LINE - VF103
M
AT
C H
L
IN
E
- V
F1
SH
C
O
4V
F1
-1
.d w g
T.
O
W
EN
S
S.
Z
EN
O
N
S.
Z
EN
O
N
T.
O
W
EN
S
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D D
SJ
Z\
D
7\
SH
C O
4V F1
-1
.D
W G
7:
:1
AM
/1 0/
AE
C
_N C
S_ 4_
M O
N O
.C
TB
G 6E
D D
SJ
Z
A1 SCALE: 1" = 60'-0"
EXISTING CONDITIONS PLAN
NORTH
GENERAL NOTES
LEGEND
KEY PLAN
AR
EA
, 4
EX
IS
TI
N G
C O
N D
IT
IO
N S
VF104
M
AT
C H
L
IN
E
- V
F1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
SCALE: 1" = 800' - 0"
NORTH
102 105
BLDG 600
EXISTING E-HOUSE
EE
E C
CC
E
E
E
E E E E E E
E
E
E E
E
E E
E
MHP-102
MHP-103
MHP-010
MHP-010A
MHP-100
MHP-101
MHM-009
BENCHMARK
COMMUNICATION LINE
COMMUNICATION MANHOLE
COMMUNICATION PHONE PEDESTAL
COMMUNICATION SECURITY CAMERA
ELECTRICAL LINE
ELECTRICAL MANHOLE
ELECTRICAL TRANSFORMER
ELECTRICAL LIGHT POLE
ELECTRICAL PULLBOX
GAS LINE
POWER PANEL
HVAC AC HEAT PUMP
WATER LINE
WATER VALVE
FIRE HYDRANT
CULVERT
STORMWATER MANHOLE
GUARDRAIL
FENCE (8' CHAIN LINK BARBED WIRE
EXISTING SIDEWALK
EXISTING ROAD
ROAD SIGN
DECIDUOUS TREE
CREEK
COMM
EE
WW
CPCP
PP#_
AC
CP
D
E
C
FH
G
PB
1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION
AND EXISTENCE OFF ALL UTILITIES SHOWN PRIOR TO
CONSTRUCTION. ANY UTILITY DAMAGED SHALL BE
REPAIRED OR REPLACED AT NO ADDITIONAL COST TO
THE GOVERNMENT, PROVIDE REPAIRS OR
REPLACEMENTS THAT MEET OR EXCEED THE QUALITY
OF EXISTING UTILITY PRIOR TO DAMAGE.
2. CONTRACTOR SHALL MARK AND PROTECT EXISTING
ELECTRICAL AND COMMUNICATION LINES AT ALL
TIMES. NOTIFY CONTRACTING OFFICER IMMEDIATELY
IF ANY PLANNED CONSTRUCTION IMPACTS THE
ADEQUATE PROTECTION OF THIS UTILITY.
3. MAINTAIN EXISTING UTILITY SERVICES AT ALL TIME
EXCEPT WHEN SCHEDULED IN ADVANCE WITH THE
CONTRACTING OFFICER.
SH
C
O
4V
F1
-1
.d w g
T.
O
W
EN
S
S.
Z
EN
O
N
S.
Z
EN
O
N
T.
O
W
EN
S
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D D
SJ
Z\
D
7\
SH
C O
4V F1
-1
.D
W G
7:
:2
AM
/1 0/
AE
C
_N C
S_ 4_
M O
N O
.C
TB
G 6E
D D
SJ
Z
A1 SCALE: 1" = 60'-0"
EXISTING CONDITIONS PLAN
NORTH
GENERAL NOTES
LEGEND
KEY PLAN
AR
EA
, 5
EX
IS
TI
N G
C O
N D
IT
IO
N S
VF105
M
AT
C H
L
IN
E
- V
F1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
NORTH
102 104
SCALE: 1" = 800' - 0"
E
E E E
E E
E E
E E
E
EE
E
PP
PP#_
PP#_
E
E
E
E
PP
PP
E
E
E
E E
E
E
E
GND
GND
GND
GND
GND
GND
C
CCOMMC
C
C
C
C
C C
C C
COMM C
C O
M M
C
COMM
C O
M M
C O
M M
CC C C
C C C
COMM COMM COMM
C COMM
C
C
COMM
COMM
C O
M M
COMM COMM
TBD
CT-34
CT-33
AT&T
TBD
EN
O
CH
R
D
BLDG 442
DI
SC
O
VE
RE
R
ST
BLDG 401
BLDG 403
BLDG 400
BLDG 300
BLDG 301
BLDG 720
BLDG 730
BLDG 717
BLDG 712
KEPLER AVE
BLDG 700
BLDG 702
LA
GO
O N
C
IR
630640
634 632
BLDG 600
VA
N
GU
AR
D
OMALLEY AVE
BELTWAY
SP
U
TN
IK
S T
BLDG 715
IRWIN AVE
N
AV
ST
AR
S T
BLDG 780
CIDCID
CID CID
ST
E
C
C
C C
C C C
S
C
CCC
C
C
C C
AC
C
C
CID
T
CID
CCFH C
CP
CP CP
S
C C C C C C
C
COMM COMM
E E
E E
E
G
E
COMM
C O
M M
C O
M M
W W W W
EE
E
W W WE E EE E
HEIGHT = 4'
DIAMETER = 6"
RIM 6272.810
12" PVC S = 6268.324
RIM 6272.816
12" PVC S =6267.734
12" PVC N = 6267.848
COMM
COMM COMM COMM
IRWIN AVE.
N
EW
R O
AD
COMM
COMM
E E E E E E E E E E E E E E
GATE CONTROL
COMM
6' x 8' BOX CULVERT
ELEVATION = 6223.175
6' X 8' BOX CULVERT
ELEVATION = 6223.192
E
MHP-110
MHP-109
MHP-108
MHP-107
MHP-106
MHP-104
MHP-102
MHP-103
MHP-010
MHP-010A
MHP-100
MHP-101
MHP-111MHP-112
MHM-112
MHM-111
MHM-110 MHM-109
MHM-108
MHM-107 MHM-106
MHM-009
MHM-105
MHM-113D
MHM-113E
MHM-113F
MHM-125
MHM-126 MHM-127 MHM-128
MHM-153
MHM-154
MHM-155
W W
W W
WW
CIDCID
CID CID
ST
E
C
C
C C
C C C
S
C
CCC
C
C
C C
AC
C
C
CID
T
CID
CCFH C
CP
CP CP
S
C C C C C C
C
COMM COMM
E E
E E
E
G
E
COMM
C O
M M
C O
M M
W W W W
EE
E
W W WE E EE E
HEIGHT = 4'
DIAMETER = 6"
RIM 6272.810
12" PVC S = 6268.324
RIM 6272.816
12" PVC S =6267.734
12" PVC N = 6267.848
COMM
COMM COMM COMM
IRWIN AVE.
N
EW
R O
AD
COMM
COMM
E E E E E E E E E E E E E E
GATE CONTROL
COMM
6' x 8' BOX CULVERT
ELEVATION = 6223.175
6' X 8' BOX CULVERT
ELEVATION = 6223.192
E
MHP-110
MHP-109
MHP-108
MHP-107
MHP-106
MHP-104
MHP-102
MHP-103
MHP-010
MHP-010A
MHP-100
MHP-101
MHP-111MHP-112
MHM-112
MHM-111
MHM-110 MHM-109
MHM-108
MHM-107 MHM-106
MHM-009
MHM-105
MHM-113D
MHM-113E
MHM-113F
MHM-125
MHM-126 MHM-127 MHM-128
MHM-153
MHM-154
MHM-155
C
CCOMMC
C
C
C
C
C C
C C
COMM C
C O
M M
C
COMM
C O
M M
C O
M M
CC C C
C C C
COMM COMM COMM
C COMM
C
C
COMM
COMM
C O
M M
COMM COMM
SH
C
O
4C
S1
-1
.d w g
T.
O
W
EN
S
S.
Z
EN
O
N
S.
Z
EN
O
N
T.
O
W
EN
S
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D D
SJ
Z\
D
7\
SH
C O
4C S1
-1
.D
W G
7:
:0
AM
/1 0/
AE
C
_N C
S_ 4_
M O
N O
.C
TB
G 6E
D D
SJ
Z
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
NORTH
A1 SCALE: 1" = 200'-0"
OVERALL CIVIL SITE PLAN
400'0 200' CS100
O
VE
R
AL
L
SI
TE
P
LA
N
C
C
C
C
C
KEPLER AVE
BLDG 780
CIDCID
CI
D
CI
D
PP#_PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_
PP#_PP#_
PP#_PP#_PP#_
PP#_PP#_PP#_
E
C
C
AC
C
C
CP PP#_
PP#_
E E
COMMCOMMCOMMCOMM
COMMCOMMCOMMCOMM
E E
E E
E E
E E
E E
E E
E E
E E
E E
GGGGGGG
E E
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
W W W W W W W W W W W W W W
G
G
COMM
BUILDING 740
RIM 6253.020
18" RCP S = 6246.750
15" RCP N = 6247.803
RIM 6253.252
15" RCP S = 6248.409KEPLER AVE.
GATE CONTROL
WEATHER STATION
COMMCOMMCOMMCOMMCOMM
MHM-113D
MHM-113E
MHM-113F
038.799675 -104.531765
038.799678 -104.530027
038.798781 -104.530037
SD
CIDCID
CI
D
CI
D
PP#_PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_
PP#_PP#_
PP#_PP#_PP#_
PP#_PP#_PP#_
E
C
C
AC
C
C
CP PP#_
PP#_
E E
COMMCOMMCOMMCOMM
COMMCOMMCOMMCOMM
E E
E E
E E
E E
E E
E E
E E
E E
E E
GGGGGGG
E E
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
W W W W W W W W W W W W W W
G
G
COMM
BUILDING 740
RIM 6253.020
18" RCP S = 6246.750
15" RCP N = 6247.803
RIM 6253.252
15" RCP S = 6248.409KEPLER AVE.
GATE CONTROL
WEATHER STATION
COMMCOMMCOMMCOMMCOMM
MHM-113D
MHM-113E
MHM-113F
038.799675 -104.531765
038.799678 -104.530027
038.798781 -104.530037
41.00'
R5 0.
20.00'
R50.00'
40.00'
C
C
C
C
C
R6 0.
R50.00'
4.00'
326.80'
495.33'
R60.00'
SEE NOTE #1
326.34'
8 6
12 12
13 13
234.12'
8.
R2 7.
R
.2 9'
R2 7.
CONCRETE PADS FOR FACILITIES AND SHELTERS
GRAVEL PATHWAY
HDPE DRAIN LINES ( SEE SPEC 01 89 00, SEC. 1.12.1)SD
1. PROTECT IN PLACE EXISTING ELECTRICAL AND
COMMUNICATION LINES.
2. CONCRETE PADS FOR FACILITIES AND SHELTERS PROVIDES
ADDITIONAL SPACE FOR ECUs.
3. STORMWATER SYSTEM SHOULD BE SIZED AND DESIGN BASED
ON THE DRAINAGE DATA OF THE PROJECT SITE.
4. INVERSE CROWN THE CONCRETE PAD BETWEEN THE TANKS
TO PREVENT THE SPILL OF ONE TANK FROM INTERFERING
WITH THE OTHER TANK.
5. SEE CU101 FOR WATER SITE PLAN.
6. SEE FM101 FOR FUELS MECHANICAL SITE PLAN.
7. SEE FE101 FOR FUELS ELECTRICAL SITE PLAN.
8. SEE FG101 FOR FUELS GROUNDING SITE PLAN.
9. SEE TS101 FOR TELECOMMUNICATIONS SITE PLAN.
10. SEE ES101 - 105 FOR ELECTRICAL SITE PLAN.
1. SITE FACILITIES COMMUNICATION SHELTER
2. SITE FACILITIES ELECTRICAL SHELTER
3. GENERATORS AND SUB-BASE DIESEL FUEL TANKS
4. CNE SHELTER
5. GTE SHELTER
6. REFLECTOR ANTENNA ASSEMBLY PAD (8' X 4.2')
7. CONSTRUCTION STAGING AREA (60' X 82')
8. POL OFFLOADING HARDSTAND CONCRETE
9. HVAC FOUNDATION PAD (16.50' X 7.83')
10. TRANSFORMER FOUNDATION PAD (4' X 4')
11. ECU FOUNDATION PAD (8' X 4')
12. 4' CONCRETE SIDEWALK
13. RADOMES
14. BOLLARDS
15. CONTAINMENT BASIN (SEE SPEC 01 89 00, SEC. 1.12.1)
16. CONTAINMENT DRAIN INLET (SEE SPEC 01 89 00, SEC. 1.12.3)
17. LOW POINT DRAIN - 2" STAINLESS STEEL PIPE & BALL VALVE
(SEE CS501 FOR DETAIL)
SH
C
O
4C
S1
-1
.d w g
T.
O
W
EN
S
S.
Z
EN
O
N
S.
Z
EN
O
N
T.
O
W
EN
S
AR
EA
SI
TE
P
LA
N
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D D
SJ
Z\
D
7\
SH
C O
4C S1
-1
.D
W G
7:
:3
AM
/1 0/
AE
C
_N C
S_ 4_
M O
N O
.C
TB
G 6E
D D
SJ
Z
A1 SCALE: 1"= 60' - 0"
CIVIL SITE PLAN
NORTH
GENERAL NOTES
KEY NOTES
LEGEND
KEY PLAN
MATCH LINE - CS102
M
AT
C H
L
IN
E
- C
S1
CS101
SCALE: 1"= 800'-0"
NORTH
104 105
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
SD
SD
A1 ABOVEGROUND FUEL TANK CONCRETE PAD PLAN
SCALE: NO SCALE
G1 FUEL TANK FOUNDATION PAD TYPICAL SECTION
SCALE: NO SCALE G9 BALL DRAIN VALVE PLAN
SCALE: NO SCALE G13 BALL DRAIN VALVE SECTION
SCALE: NO SCALE G17 BALL DRAIN VALVE ELEVATION
SCLAE: NO SCALE
BALL DRAIN VALVE
10,000 GALLON FUEL TANK
1% SLOPE -
SEE NOTE 4
0.
5%
S
LO
PE
0.
5% S
LO
PE
NOTES:
1. THE OVERALL DIMENSIONS OF THE FUEL TANK CONCRETE FOUNDATION PAD SHALL BE ADJUSTED AS
NECESSARY BASED UPON THE DIMENSIONS OF THE ACTUAL TANK PROVIDED.
2. SEE MS401 AND MS524 FOR TANK DETAILS.
3. DESIGN AND INSTALL GALVANIZED STEEL STAIRS, PLATFORM, AND RAILINGS FOR SAFE ACCESS TO INSPECTION HATCHES AND PORTALS. THE PLATFORM SHALL EXTEND THE ENTIRE TANK LENGTH AND SHALL NOT REQUIRE THE OPERATORS TO REACH BEYOND THE RAILINGS TO REACH THE MANWAY OR TANK MOUNTED EQUIPMENT. STAIRS SHALL BE DESIGNED IN CONFORMANCE WITH 29 CFR 1910.25 "STAIRWAYS". RAILINGS SHALL BE PROVIDED AND DESIGNED IN CONFORMANCE WITH 29 CFR 1910.28 "DUTY TO HAVE FALL PROTECTION AND FALLING OBJECT PROTECTION" AND 29 CFR 1910.29 "FALL PROTECTION SYSTEMS AND FALLING OBJECT PROTECTION-CRITERIA AND PRACTICES". METAL BAR GRATING SHALL BE IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM) METAL BAR GRATING MANUAL, MBG 531. PROVIDE MINIMUM 4'x4'x5" CONCRETE PAD AT THE STAIRWAY LANDING, WHICH
MAY BE INTEGRAL WITH THE ADJACENT SIDEWALK.
4. SLOPE FOUNDATION PAD TO DRAIN. SET PEDESTAL ELEVATIONS TO ENSURE INNER TANK IS SLOPED
BETWEEN 1.5% TO 3%.
5. SEE DIVISION 3 SPECIFICATIONS SECTIONS FOR CONCRETE, FORMWORK, WATERSTOPS, REINFORCEMENT, PLACEMENT, AND CURING.
6. LAP SPLICES AND CONCRETE COVER SHALL CONFORM TO THE REQUIREMENTS OF S-001 WHERE NOT
SPECIFICALLY INDICATED ON THESE DETAILS.
7. JOINT SEALANT SHALL CONFORM TO SECTION 32 01 19.
8. SEE SHEET CS520 FOR CONTRACTION JOINT DETAILS.
VA
R
IE
SPROVIDE NO 5 BARS @ 10" OC
ALONG EACH LONG FACE AND
3 NO 5 BARS EVENLY SPACED
ALONG EACH SHORT FACE
12"
MINIMUM 4" RIGID BASE COURSE
2" CLEAR
3" CLEAR
NOTES:
1. ADJUST PEDESTAL ELEVATIONS TO PROVIDE TANK SLOPE REQUIRED BY SPECIFICATIONS AND PROVIDE 1-FOOT OF CLEARANCE
MINIMUM BETWEEN THE FINISHED GRADE AND LOWEST POINT ON TANK.
2. PEDESTAL DIMENSIONS ARE NOMINAL AND ARE TO BE ADJUSTED FOR THE SPECIFIC TANKS SELECTED BY THE CONTRACTOR.
3. CENTER TANK SADDLES ON PEDESTALS.
4. PLACE BASE COURSE MATERIAL ON 6" MINIMUM COMPACTED SUBGRADE.
2" LOCKABLE
BALL VALVE
PRECAST
CONCRETE
SPLASH BLOCK
2" DIA STEEL PIPE
NOTE: DRAIN PIPE SHALL BE 316 STAINLESS STEEL. LOCKABLE BALL VALVE
SHALL BE FULL-PORT 316 STAINLESS STEEL.
ACCESS STAIRWAY
GRADE
STD 90 DEG
HOOK (TYP)
NO 5 @ 12" OCEW
TOP AND BOTTOM
6"
6" CURB
6" CONTAINMENT CURB
PROVIDE 2 - NO 4 TIES IN TOP 5"
AROUND ANCHOR BOLTS
SH
C
O
4C
S5
.d w g
K.
M
U
EL
LE
R
S.
Z
EN
O
N
S.
Z
EN
O
N
K.
M
U
EL
LE
R
FU
EL
T
AN
K
PA
D D
ET
AI
LS
CS501
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D D
SJ
Z\
D
7\
SH
C O
4C S5
.D
W G
7:
:0
AM
/1 0/
AE
C
_N C
S_ 4_
M O
N O
.C
TB
G 6E
D D
SJ
Z
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
CIDCID
CI
D
CI
D
PP#_PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_
PP#_PP#_
PP#_PP#_PP#_
PP#_PP#_PP#_
E
C
C
AC
C
C
CP PP#_
PP#_
C
E E
COMMCOMMCOMMCOMM
COMMCOMMCOMMCOMM
CP
E E
E E
E E
E E
E E
E E
E E
E E
E E
CP
C P
C P
GGGGGGG
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
W W W W W W W W W W W W W W
G
G
C P
C P
C P
C P
C P
C P
COMM
BUILDING 740
KEPLER AVE.
GATE CONTROL
COMMCOMM
WEATHER STATION
COMMCOMMCOMMCOMMCOMMCOMM
C P
C P
MHM-113D
MHM-113E
MHM-113F
MHM-125
W W
W W
W
W W
W W
W W
WWWW
W W
W W
W W
W W
W W
W W
6" WATER MAIN
FIRE HYDRANT
6" VALVE
W
1. WATER MAIN SIZE IS PRELIMINARY. WATER MAIN SIZE
TO BE DETERMINED BY CONTRACTOR AFTER
RESULTS OF HYDRANT FLOW TEST.
2. CONTRACTOR TO PERFORM HYDRANT FLOW TEST
ONCE BASE AUTHORITIES CONFIRM TEST CAN BE
PERFORMED.
3. EXISTING WATER LINE SIZE PROVIDED BY BASE FROM
GIS DATA. CONTRACTOR TO VERIFY WATER LINE SIZE
AS NECESSARY.
1. 6" WATER MAIN
2. TYPICAL FIRE HYDRANT ASSEMBLY AND VALVE
3. CONNECTION TO EXISTING WATER MAIN
4. 6"X6"X6" TEE FITTING
5. 6" 90 DEGREE BEND
6. EXISTING 10" WATER MAIN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
SH
C
O
4C
U
0-
5.
dw g
T.
O
W
EN
S
J.
P
LA
C
KE
J.
P
LA
C
KE
K.
M
U
EL
LE
R
AR
EA
U
TI
LI
TY
P
LA
N
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D
XZ
G M
\D
7\
SH
C O
4C U
0-
5.
D W
G 1:
:0
PM
/1
0/
AE
C _N
C S_
4_ M
O N
O .C
TB
G
6E D
D
JW
P
A1 SCALE: 1"=60'
UTILITY SITE PLAN
NORTH
GENERAL NOTES
KEY NOTES
LEGEND
KEY PLAN
MATCH LINE - CU102
M
AT
C H
L
IN
E
- C
U
CU101
SCALE: 1"=800'
NORTH
104 105
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
35.75'
SH
C
O
4F
M
1-
2.
dw g
D . S
C H
EU
FF
EL
E
A.
N
EB
EL
SI
C
K
A.
N
EB
EL
SI
C
K
J.
F
O
ST
ER
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D
FA
PN
\D
7\
SH
C
O
4F
M
1-
2.
D
W G
AE
C
_N C
S_ 5_
M O
N O
.C
TB
G 6E
D
FA
PN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
B1 FUELS MECHANICAL SITE PLAN
SCALE: 1"=20'
NORTH
PLAN
20' 40'0
GENERAL SHEET NOTES
SHEET KEYNOTES
1. PROVIDE AND INSTALL TWO (2) NEW OFFLOAD POINTS WITH 4" COATED
CARBON STEEL RECEIPT PIPING AND ALL APPURTENANCES PER THE MSS
STANDARD 123-335-03. EACH COMMERCIAL DELIVERY TRUCK WILL HAVE THE
OPTION TO USE THE PD PUMP PROVIDED AT THE SITE OR USE THE BYPASS LINE
AND USE THE ONBOARD PUMP. CONTAINMENT CURBING IS PROVIDED ON 3
SIDES THAT SLOPE TO THE DRIVELANE.
2. FUEL POLISHING SYSTEM TO REMOVE WATER AND OTHER CONTAMINANTS.
THIS AREA IS ON A CONCRETE PAD AND HAS CONTAINMENT CURBING.
3. PROVIDE AND INSTALL TWO (2) NEW 20,000 GALLON UL 2085 DOUBLE WALLED
ABOVEGROUND DIESEL TANKS WITH CONTAINMENT. THESE TANKS WILL HAVE
ALL REQUIRED APPURTENANCES PER UFC 3-460-01 TABLE 8-1. THEY WILL ALSO
INCLUDE STAIRS AND A CATWALK THAT SPANS THE ENTIRE LENGTH OF EACH
TANK.
4. 500 KW DIESEL GENERATORS FOR USE IN A N+1 SYSTEM, (TYP. 3).
1000 GALLON UL 142 HORIZONTAL DOUBLE WALLED ABOVEGROUND SUB-BASE
TANK (TYP. 3).
5. DUPLEX RETURN PUMP ASSEMBLY FOR RELIEVING FUEL BACK INTO BULK
TANKS.
6. CONCRETE HARDSTAND WITH ROLLOVER CURBS PER MSS STD 123-335-03.
7. NFPA 30 REQUIRES AT LEAST 25 FEET FROM THE OFFLOAD TO A UL 2085
DOUBLE WALL ABOVEGROUND STORAGE TANK. THIS DISTANCE HAS BEEN
INCREASED BEYOND THE MINIMUM REQUIREMENT DUE TO AN UNDERGROUND
ELECTRICAL FEEDER LINE AS SEEN ON SHEET ES101.
1. THE LAYOUT SHOWN IS ONLY A CONCEPTUAL LAYOUT AND DOES NOT DEPICT
THE EXACT LOCATION OF FUEL PIPING AND COMPONENTS.
2. THE FUELING SYSTEM AND GENSETS ARE BID OPTIONS.
FU
EL
S M
EC
H
AN
IC
AL
S
IT
E
PL
AN
FM101
O
4F
M
1-
2.
dw g
D . S
C H
EU
FF
EL
E
A.
N
EB
EL
SI
C
K
A.
N
EB
EL
SI
C
K
J.
F
O
ST
ER
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D
FA
PN
\D
7\
SH
C
O
4F
M
1-
2.
D
W G
AE
C
_N C
S_ 5_
M O
N O
.C
TB
G 6E
D
FA
PN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
B1 FUELS MECHANICAL OFFLOAD ENLARGED
SCALE: 1"=5'
NORTH
PLAN
GENERAL SHEET NOTES
SHEET KEYNOTES
1. REMOTE CONTAINMENT SPILLBOX.
2. 6" BASKET STRAINER AND PUMP SUCTION LINE.
3. 300 GPM POSITIVE DISPLACEMENT OFFLOAD PUMP.
4. METER PROVING CONNECTIONS. SS CAMLOCK WITH CAP. BALL VALVES IN
VERTICAL.
5. 4" POSITIVE DISPLACEMENT METER WITH TEMPERATURE COMPENSATING
CAPABILITY.
6. 4" PUMP BYPASS LINE FOR DIRECT PUMPED OFFLOAD.
7. CONCRETE PAD AND CONTAINMENT CURBING FOR THE OFFLOAD EQUIPMENT
TO SIT ON.
8. APPROXIMATELY 100 FEET OF 4" ABOVEGROUND COATED CARBON STEEL
OFFLOAD PIPING FOR 20,000 GALLON DIESEL TANK.
9. FIXED FUEL POLISHING SYSTEM AND SLIDING VANE ROTARY (PD) PUMP TO
REMOVE WATER AND OTHER CONTAMINANTS.
10. PORTABLE EYEWASH STATION.
11. 11' x 10' x 4' REMOTE CONTAINMENT BASIN.
12. NEW CONCRETE SIDEWALK FOR ACCESS TO EYEWASH STATION.
1. THE LAYOUT SHOWN IS ONLY A CONCEPTUAL LAYOUT AND DOES NOT DEPICT
THE EXACT LOCATION OF FUEL PIPING AND COMPONENTS.
2. PIPE SUPPORTS SHALL BE PER UFC 3-460-01.
3. THE FUELING SYSTEM AND GENSETS ARE BID OPTIONS.
FU
EL
S M
EC
H
AN
IC
AL
O
FF
LO
AD
E
N
LA
R G
ED
5' 10'0
LEGEND
FM401
NEW ROAD FOR FUEL OFFLOAD
AND RADOME ACCESS
NEW CONCRETE OFFLOAD PAD
AND CONCRETE DRIVE LANE
O
4F
M
1-
2.
dw g
D . S
C H
EU
FF
EL
E
A.
N
EB
EL
SI
C
K
A.
N
EB
EL
SI
C
K
J.
F
O
ST
ER
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D
FA
PN
\D
7\
SH
C
O
4F
M
1-
2.
D
W G
AE
C
_N C
S_ 5_
M O
N O
.C
TB
G 6E
D
FA
PN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
B1 FUELS MECHANICAL BULK/SUB-BASE TANKS & GENERATORS ENLARGED
SCALE: 1"=5'
NORTH
PLAN
GENERAL SHEET NOTES
SHEET KEYNOTES
1. PROVIDE AND INSTALL TWO (2) NEW 20K GALLON DIESEL UL 2085 DOUBLE
WALLED HORIZONTAL ASTS. TANKS SHALL HAVE ALL REQUIRED
APPURTENANCES PER UFC 3-460-01 TABLE 8-1. A STAIRWAY THAT LEADS TO A
CATWALK THAT SPANS THE ENTIRETY OF EACH TANK WILL BE REQUIRED TO
ACCESS ALL APPURTENANCES. CATWALK AND TWO POINTS OF EGRESS NOT
SHOWN FOR CLARITY.
2. PROVIDE AND INSTALL A DUPLEX RETURN PUMP ASSEMBLY. APPROXIMATELY
40 FEET OF ADDITIONAL 3" COATED CARBON STEEL PIPING WILL BE REQUIRED
TO CONNECT BACK TO BULK RECEIPT PIPING.
3. CONCRETE TANK PAD WITH CONTAINMENT CURBING. SIZE TO BE DETERMINED
BY DOR. PAD THICKNESS TO BE AT LEAST 12".
4. POSITIVE DISPLACEMENT ISSUE PUMP (TYP. 3) ON GRADE-LEVEL.
5. PROVIDE AND INSTALL THREE (3) NEW 500 KW GENERATORS. EACH
GENERATOR WILL BE RESTING ON A 1,000 GALLON DOUBLE WALLED UL 142
SUB-BASE TANK.
6. LOW POINT DRAIN FOR STORM WATER WITH LOCKABLE BALL VALVE.
1. THE LAYOUT SHOWN IS ONLY A CONCEPTUAL LAYOUT AND DOES NOT DEPICT
THE EXACT LOCATION OF FUEL PIPING AND COMPONENTS.
2. THE CONTRACTOR SHALL COORDINATE WITH ACTUAL GENERATOR
MANUFACTURER FOR ALL SUB-BASE TANK APPURTENANCE CONNECTION POINTS
TO THE GENSET.
3. THE FUELING SYSTEM AND GENSETS ARE BID OPTIONS.
FU
EL
S M
EC
H
AN
IC
AL
B
U
LK
/S U
B-
BA
SE
TA
N
KS
G
EN
ER
AT
O
R S
EN
LA
R G
ED
5' 10'0
FM402
LEGEND
NEW CONCRETE FUEL
POLISHER/TANK/GENERATOR PAD
O
4F
M
0.
dw g
D . S
C H
EU
FF
EL
E
A.
N
EB
EL
SI
C
K
A.
N
EB
EL
SI
C
K
J.
F
O
ST
ER
C
O N
C
EP
TU
AL
F U
EL
S
M
EC
H
AN
IC
AL
F
LO
W D
IA
G
R
AM
FM600
GENERAL SHEET NOTES
1. THE LAYOUT SHOWN IS ONLY A CONCEPTUAL LAYOUT AND
DOES NOT DEPICT
THE EXACT LOCATION OF FUEL PIPING AND COMPONENTS.
2. RELIEF PIPING IS NOT SHOWN FOR CLARITY.
3. GENERATOR PUMPS ARE NOT SHOWN FOR CLARITY.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
AutoCAD SHX Text
TK-004
AutoCAD SHX Text
TK-003
AutoCAD SHX Text
GEN-003
AutoCAD SHX Text
GEN-002
AutoCAD SHX Text
GEN-001
AutoCAD SHX Text 3"
AutoCAD SHX Text
BV-23
AutoCAD SHX Text
BV-22
AutoCAD SHX Text
BV-21
AutoCAD SHX Text 4"
AutoCAD SHX Text
BV-10
AutoCAD SHX Text S-02
AutoCAD SHX Text 4"
AutoCAD SHX Text
FC
AutoCAD SHX Text
SFI
AutoCAD SHX Text
PG-04
AutoCAD SHX Text
BV-09
AutoCAD SHX Text 1"
AutoCAD SHX Text
BV-12
AutoCAD SHX Text
BV-13
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text
PG-05
AutoCAD SHX Text
BV-11
AutoCAD SHX Text 1"
AutoCAD SHX Text
FC
AutoCAD SHX Text
AE-002
AutoCAD SHX Text
PDM-02
AutoCAD SHX Text
FS-002
AutoCAD SHX Text
SC
AutoCAD SHX Text
PG-06
AutoCAD SHX Text
BV-14
AutoCAD SHX Text 1"
AutoCAD SHX Text
BV-15
AutoCAD SHX Text 3"
AutoCAD SHX Text
MPC
AutoCAD SHX Text
BV-16
AutoCAD SHX Text 1"
AutoCAD SHX Text
LPD
AutoCAD SHX Text
SPILL BOX
AutoCAD SHX Text
SPILL BOX
AutoCAD SHX Text
MPC
AutoCAD SHX Text 4"
AutoCAD SHX Text
BV-02
AutoCAD SHX Text S-01
AutoCAD SHX Text 4"
AutoCAD SHX Text
FC
AutoCAD SHX Text
SFI
AutoCAD SHX Text
PG-01
AutoCAD SHX Text
BV-01
AutoCAD SHX Text 1"
AutoCAD SHX Text
BV-04
AutoCAD SHX Text
BV-05
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text
PG-02
AutoCAD SHX Text
BV-03
AutoCAD SHX Text 1"
AutoCAD SHX Text
FC
AutoCAD SHX Text
AE-001
AutoCAD SHX Text
PDM-01
AutoCAD SHX Text
FS-001
AutoCAD SHX Text
SC
AutoCAD SHX Text
PG-03
AutoCAD SHX Text
BV-06
AutoCAD SHX Text 1"
AutoCAD SHX Text
BV-07
AutoCAD SHX Text 3"
AutoCAD SHX Text
MPC
AutoCAD SHX Text
BV-08
AutoCAD SHX Text 1"
AutoCAD SHX Text
LPD
AutoCAD SHX Text
SPILL BOX
AutoCAD SHX Text
SPILL BOX
AutoCAD SHX Text
MPC
AutoCAD SHX Text
PD-002
AutoCAD SHX Text
PD-001
AutoCAD SHX Text 3"
AutoCAD SHX Text
FIXED FUEL POLISHER
AutoCAD SHX Text
TK-001
AutoCAD SHX Text
TK-005
AutoCAD SHX Text
PD-003
AutoCAD SHX Text
PD-006
AutoCAD SHX Text
PD-005
AutoCAD SHX Text
PD-004
AutoCAD SHX Text
BV-17
AutoCAD SHX Text
BV-18
AutoCAD SHX Text
BV-19
AutoCAD SHX Text
BV-20
AutoCAD SHX Text
DUPLEX RETURN PUMP ASSEMBLY
AutoCAD SHX Text
TK-002
CI CI
PP#_PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_
PP#_PP#_
PP#_PP#_PP#_
PP#_PP#_PP#_
E
C
C
AC
C
C
CP PP#_
PP#_
PP#_
PP#_
C
E E
COMMCOMMCOMMCOMM
COMMCOMMCOMMCOMM
E E
E E
E E
E E
E E
E E
E E
E E
GGGGGGG
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
G
G
COMM
BUILDING 740
8' C
H
AI
N L
IN
K
FE
N
C E
W / B
AR
BE
D W
IR
E
8' C
H
AI
N L
IN
K
FE
N
C E
W / B
AR
BE
D W
IR
E
8' C
H
AI
N L
IN
K
FE
N
C E
W / B
AR
BE
D W
IR
E
8' C
H
AI
N L
IN
K
FE
N
C E
W / B
AR
BE
D W
IR
E
8' CHAIN LINK FENCE W/ BARBED WIRE
GUARD RAIL HEIGHT = 2.5'GUARD RAIL HEIGHT = 2.5'GUARD RAIL HEIGHT = 2.5'GUARD RAIL HEIGHT = 2.5'
G U
AR
D
R
AI
L H
EI
G
H T
2.
5'
HEIGHT = 4'
DIAMETER = 6"
KEPLER AVE.
COMM
WEATHER STATION
COMMCOMMCOMMCOMMCOMMCOMM
MHM-113D
MHM-113E
MHM-113F
MHM-125
BELTWAY
038.799675 -104.531765
038.799678 -104.530027
038.798781 -104.530037
SD
E E
E E
E E
E E
E E
MH111B
EEEEEE
E
E
PP
PP#_
PP#_
E
E
E
E E E
E
E
E
E
PP
PP
E
E E
E E
E
E
MHR2
HHR4
HHR5
MHR4
MHR5
HHR1
HHR2
HHR3
E
E E
MHR1
HHR6
E
MHR6E
E
E
E
MHR3
KEPLER AVE
RADOME
PAD
RADOME
PAD
RADOME
PAD
GTE SHELTER
PAD
CNE SHELTER
PAD
SITE FACILITIES
ELECTRICAL SHELTER
SITE FACILITIES
COMM SHELTER
REFER TO ES502 TRENCH DETAIL REFER TO ES502 TRENCH DETAIL
REFER TO ES502 TRENCH DETAIL
EXISTING COMMUNICATION LINE
EXISTING COMMUNICATION MANHOLE
EXISTING COMMUNICATION PHONE PEDESTAL
EXISTING COMMUNICATION SECURITY CAMERA
EXISTING ELECTRICAL LINE
EXISTING ELECTRICAL MANHOLE
EXISTING ELECTRICAL TRANSFORMER
EXISTING ELECTRICAL LIGHT POLE
EXISTING ELECTRICAL PULLBOX
EXISTING GAS LINE
EXISTING POWER PANEL
NEW ELECTRICAL LINE
NEW THREE PHASE PAD
MOUNTED TRANSFORMER
NEW ELECTRICAL MANHOLE OR HANDHOLE
MANHOLE LABEL, "MH"
HANDHOLE LABEL, "HH"
NEW POWER PANEL
COMM
EE
PP#_
CP
E
C
G
PB
E E
E
PP#_
1. REFER ES500 SERIES SHEETS FOR EXISTING AND NEW CONDUIT
ROUTE. UTILIZE ES500 SERIES SHEETS FOR PATHWAY FOR NEW
CONDUCTORS.
2. THE LAYOUT SHOWN IS ONLY CONCEPTUAL AND DOES NOT
REFLECT EXACT LOCATION OF ELECTRICAL CONDUIT AND COMPONENTS.
3. GENERATOR RELATED ITEMS ARE A BID OPTION.
4. DUCT BANKS SHALL BE CONCRETE ENCASED.
5. COORDINATE PLACEMENT OF RADOME TRENCH WITH
CNE/GTE CONTRACTOR.
6. PROTECT IN PLACE ALL EXISTING ELECTRICAL DUCT BANKS
AND LINES.
7. E-HOUSE IS BEING CONSTRUCTED UNDER A DIFFERENT CONTRACT.
F&I CONTRACTOR IS TO CONNECT TO A CIRCUIT BREAKER WITHIN A
METAL CLAD SWITCHGEAR WHICH IS PROVIDED BY THAT OTHER
CONTRACT.
SH
C
O
4E
S1
-1
.d w g
C :\T
EM
P\
N W
O
1\ N
W D
_G 6E
D
XT
D R
\D
7\
SH
C O
4E S1
-1
.D
W G
:5
7:
A M
/9
/2
AE
C _N
C S_
4_ M
O N
O .C
TB
G
6E D
XT
D
R
A1 SCALE: 1"= 60'-0"
ELECTRICAL SITE PLAN - AREA 1
NORTH
GENERAL NOTES
LEGEND
KEY PLAN
MATCH LINE - ES102
M
AT
C H
L
IN
E
- E
S1
ES101
T.
R
IC
H
LI
N
G
T.
R
IC
H
LI
N
G
K.
P
AV
LI
K
S.
L
IN
D
G R
EN
EL
EC
TR
IC
AL
S
IT
E
PL
AN
AR
EA
SCALE: 1" = 800'-0"
NORTH
104 105
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/0
9/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
SC
H
R
IE
VE
R
S
PA
C E
FO
R
C E
BA
SE
, C O
LO
R
AD
O
R
EL
AY
G
R O
U N
D S
TA
TI
O N
S
O U
TH
(R
G S-
S)
AD
VE
R
TI
SE
M
EN
T
C O
N
TR
O
LL
ED
U
N C
LA
SS
IF
IE
D
IN
FO
R
M
AT
IO
N
W
F2
6R A0
CI CI
PP#_PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_PP#_
PP#_
PP#_PP#_
PP#_PP#_PP#_
PP#_PP#_PP#_
E
C
C
C
C
CP PP#_
PP#_
PP#_
PP#_
C
E E
COMMCOMMCOMMCOMM
COMMCOMMCOMMCOMM
E E
E E
E E
E E
E E
E E
E E
E E
GGGGGGG
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
G
G
COMM
BUILDING 740
KEPLER AVE.
COMM
WEATHER STATION
COMMCOMMCOMMCOMMCOMMCOMM
MHM-113D
MHM-113E
MHM-113F
MHM-125
BELTWAY
038.799…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .