OF68 - ADVERTISEMENT.PDF
PDF 22 MB Posted
- Attached to
- Offutt AFB Lake Campus Softball Complex Federal contract opportunity
- Solicitation number
- W9128F21R0023
About this file
This notice is a solicitation for a one-step design-build project to construct a 240 square meter softball support facility and repair two softball fields at Offutt Air Force Base in Nebraska. The project includes building a restroom, equipment check-out area, storage space, repairing field lighting, installing fencing, electrical and communications systems, site preparations, sidewalks, and hazardous material mitigation. The contractor must commence work within 10 days of receiving the notice to proceed and complete the project within 540 calendar days. Performance and payment bonds are required. The solicitation is open only to service-disabled veteran-owned small businesses registered in the System for Award Management with the applicable NAICS code.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9128F21R0023 Amendment 0006.pdf | ||
| W9128F21R0023 Amendment 0005.pdf | ||
| W9128F21R0023 Amendment 0004.pdf | ||
| Am-0003_W9128F21R0023.pdf | ||
| Am-0002_W9128F21R0023.pdf | ||
| W9128F21R0023 Amendment 0001.pdf | ||
| Site Visit_Offutt_Softball_Support_Facility_4.22.21.pdf | ||
| SPECS_W9128F21R0023_Lake-Campus-SFSF(of68).pdf | ||
| NDORF17G.pdf | ||
| W9128F21R0023 Solicitation Released 20210401.pdf |
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Text version
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.
ENGINEERING DIVISION, P.E.
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EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
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OFFUTT AFB, NEBRASKA
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PROJECT NO: SGBP 21-2908
03/25/2021
ADVERTISEMENT
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...\OF\OF68\40000 Design Products\CAD_BIM\_Sheets\ABBREVIATIONS
ABBREVIATIONS
COURSE(S)CRS
CROSS GRAINCRG
CORROSIVE RESISTANT STEELCRES
CIRCUMFERENCECRCMF
CARPETCPT
COMPRESSIBLECPRS
COVERCOV
CORRIDORCORR
CONTRACTORCONTR
CONTINUE CONT
CONSTRUCTIONCONSTR
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COMBUSTIONCOMB
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COLUMNCOL
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CORNERCNR
CONDUCTIVE NEOPRENE LATEXCNL
CONDUITCND
CONCRETE MASONRY UNITCMU
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CENTIMETER(S)cm
CLEAR WIRED GLASSCLWG
CLEAR(ANCE)CLR
CLOSURECLOS
CLOSETCLO
CONTRACT LIMIT LINECLL
CLEAR GLASSCLGL
CEILING HEIGHTCLG HT
CEILINGCLG
CENTER LINECL
CIRCUIT BREAKERCKT BRKR
CIRCUITCKT
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CONTROL JOINTCJ
CIRCULARCIRC
CAST-IN-PLACECIP
CURB INLETCI
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CHROME PLATEDCHR PL
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CHIMNEYCHIM
CHAMFERCHFR
CHALKBOARDCH BD
CORNER GUARDCG
CUBIC FEET PER MINUTECFM
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CONDUCTIVE FLOORINGCFI
CERAMICCER
CEMENT PLASTERCEM PLAS
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CLOSED CIRCUIT TELEVISIONCCTV
CUBICLE CURTAIN TRACKCCT
CATCH BASINCB
CAPACITYCAP
CABINETCAB
BOTH WAYSBW
BUILT-UP ROOFINGBUR
BETWEENBTWN
BTU PER HOURBtuH
BRITISH THERMAL UNITBtu
BASEMENTBSMT
BOTH SIDESBS
BRONZEBRZ
BRACKETBRKT
BRICKBRK
BEARING PLATEBRG PL
BEARINGBRG
BRIDGINGBRDG
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BACK PLASTER(ED)BP
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BELOWBLW
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BUILDING LINEBL
BED JOINTBJT
BITUMINOUSBITUM
BEVELBEV
BRICK EXPANSION JOINTBEJ
BOUNDARYBDRY
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ACOUSTICAL WALL TREATMENTAWT
AMERICAN WIRE GAUGEAWG
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AMERICAN REFRIGERATION INSTITUTEARI
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AMERICAN NATIONAL STANDARDS INSTITUTEANSI
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AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC
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GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI
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GENERAL CONTRACTORGC
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GALVANIZED STEELGALV STL
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FABRIC WALL COVERINGFWC
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PREFORMEDPREFMD
PREFINISHEDPREFIN
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PRECAST CONCRETEPCC
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NOISE REDUCTIONNR
NOMINALNOM
NUMBERNO
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NONMETALLICNM
NEOPRENE LATEXN.L.
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NICKELNi
NATIONAL FIRE PROTECTION ASSOCIATIONNFPA
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA
NATIONAL ELECTRICAL CODENEC
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NATURALNAT
NORTHN
MULLIONMULL
MOVABLEMVBL
METALMTL
METAL FURRINGMTFR
MOUNTEDMTD
MOUNTMT
METAL THRESHOLDMT
MACHINE SCREWSMS
METAL ROOF DECKINGMRD
MARBLE BASEMRB
MOP RECEPTORMR
MOVABLE PARTITIONMP
MOTORMOT
MODIFIEDMOD.
MODULARMOD
MASONRY OPENINGMO
MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC
MILLIMETER(S)mm
MILLWORKMLWK
MOULDINGMLDG
MONOLITHICML
METAL LATHML
MISCELLANEOUSMISC
MIRRORMIRR
MINIMUMMIN
MALLEABLE IRONMI
MANHOLEMH
MATTE-GLAZED TILEMGT
MOTOR GENERATORMG
MANUFACTURERMFR
MANUFACTURINGMFG
METAL FLOOR DECKINGMFD
METAL EDGE STRIPMES
MEMBRANEMEMB
MEDIUMMED
MECHANICAL ROOMMECH RM
MECHANICALMECH
METAL DIVIDER STRIPMDS
METAL-CASED OPENINGMCO
MASONRY CONTROL JOINTMCJ
MEDICINE CABINETMC
MEMBERMBR
MACHINE BOLTSMB
MAXIMUMMAX
MATERIAL(S)MATL
MASONRYMAS
MACHINEMACH
MATCHED AND BEADEDM&B
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LEAVING WATER TEMPERATURELWT
LIGHTWEIGHT CONCRETELWC
LOUVERLVR
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THICK(NESS)THK
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TERRAZZOTER
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TEMPERATURETEMP
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TOWEL BARTB
TANGENTTAN
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SYSTEMSYS
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SYMMETRICALSYMM
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WASTE RECEPTACLEWR
WORKING POINTWP
WEATHERPROOFWP
WATERPROOF(ING)WP
WITHOUTW/O
WIRE MESHWM
WORK SHOPWKSH
WROUGHT IRONWI
WATT-HOUR METERWHM
WHEEL BUMPERWHB
WATER HEATERWH
WALL HUNGWH
WIRED GLASSWGL
WIDE FLANGEWF
WINDOWWDW
WASTE DISPOSERWDSP
WOOD DOORWD
WOODWD
WOOD-CASED OPENINGWCO
WHEELCHAIRW/C
WATER CLOSETWC
WOOD BLOCKINGWBL
WET BULBWB
WITHW/
WESTW
VINYL WALL COVERINGVWC
VENT THRU ROOFVTR
VOLTAGE TRANSFORMERV.T.
VENT STACKVS
VERMICULITEVRM
VAPOR RETARDERVR
VOLUMEVOL
VENEERVNR
V-JOINT(ED)VJ
VINYL HOMOGENEOUSVH
VERTICAL GRAINVG
VINYL FABRICVF
VESTIBULEVEST
VERTICALVERT
VENTILATOR(TION)VENT
VAULT DOORVD
VITRIFIED CLAY TILEVCT
VINYL COMPOSITION TILEVCT
VINYL BASEVB
VARNISHVAR
VOLTV
UNIT VENTILATORUV
UTILITYUTIL
URINALUR
UNINTERRUPTABLE POWER SUPPLYUPS
UNFINISHEDUNFIN
UNEXCAVATEDUNEX
UNDERWRITERS LABORATORIESUL
UNIT HEATERUH
UNDERGROUNDUGND
UNIT COOLERUC
TYPICALTYP
TELEVISIONTV
THERMOSTATTSTAT
TRANSVERSETRANS
TRANSOMTRANS
TOILET PARTITIONTPTN
TOILET PAPER DISPENSERTPD
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF SLABTOS
TOPOGRAPHYTOPO
TOLERANCETOL
TOP OFTO
TACKSTRIPTKS
TACKBOARDTK BD
THRESHOLDTHRES
G -0
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A B
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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R S
O M
A H
A D
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...\OF\OF68\40000 Design Products\CAD_BIM\_Sheets\LEGEND
DHW
DCW
VENT
ACID WASTE
SANITARY
ACID VENT
ACID
SAN
WF
WH
ACID
RDHW
WALL FAUCET
WALL HYDRANT
RECIRCULATING DOMESTIC HOT WATER
DOMESTIC HOT WATER
DOMESTIC COLD WATER
A-7A-5 A-6 A-7 A-8
A
C D
A
A-
B
A
A-
CLEAN OUT
FLOOR DRAIN
CO
D
CO
ST
ST
RL
RD
RS
CWS
CWR
CR
CHWS
CHWR
GCWS
THERMOSTATT
GCWR
C
FOR ADDITIONAL LEGEND
WALL CLEAN OUT
STORM DRAIN BELOW FLOOR
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
REFRIGERANT STRAINER
CHILLED WATER RETURN
CHILLED WATER SUPPLY
REFRIGERANT SUCTION
REFRIGERANT DISCHARGE (HOT GAS)
REFRIGERANT LIQUID
CHILLED-HOT WATER RETURN
GLYCOL CHILLED WATER RETURN
GLYCOL CHILLED WATER SUPPLY
CHILLED-HOT WATER SUPPLY
THERMOSTATIC EXPANSION VALVE
STORM DRAIN ABOVE FLOOR
SEE TEMPERATURE CONTROL DRAWINGS
SECTION NUMBER
SHEET NUMBER OF DWG.
OF ELEV. ON PLAN
DIRECTION OF SIGHT
ELEV. IS SHOWN
OF ELEV. ON PLAN
DIRECTION OF SIGHT
WHERE ELEV. IS SHOWN *
NOTE: LOCATION OF DWG. WHERE
WHERE SECTION IS SHOWN *
SHEET NUMBER OF DRAWING
WHERE SECTION IS CUT *
SHEET NUMBER OF DRAWING
DRAWING WHERE SECTION IS SHOWN
SECTION IS CUT WILL BE LISTED ONLY ON
ANY ADDITIONAL DRAWINGS WHERE
CUT AND DETAILED ON SAME DRAWING.
* SHEET NUMBERS OMITTED IF SECTION IS
S
N
OA
E
H
P
PB
HUMIDITY SENSOR
PRESSURE SENSOR
EMCS SENSOR
MANUAL OVER-RIDE SWITCH
NIGHT THERMOSTAT
TEMPERATURE SENSOR
AND HATCHED THUSLY.
3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE OF THESE SYMBOLS
ON THIS SHEET.
SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN
2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS
THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO
20 x 12 RG
20 x 12 SG
700 CFM
20 x 12 GR
20 x 12 SR
700 CFM
700 CFM
20 O/
700 CFM
700 CFM
HPS
LPC
FW
PC
FEED WATER
PUMPED CONDENSATE
LPS
MPS
MPC
HTWS
HPC
LOW PRESSURE CONDENSATE
MEDIUM PRESSURE CONDENSATE
HIGH PRESSURE CONDENSATE
LOW PRESSURE STEAM
MEDIUM PRESSURE STEAM
HIGH PRESSURE STEAM
HIGH TEMPERATURE WATER SUPPLY
DOOR GRILLE
12 x 12
700 CFM
DG
12 x 6
20 x 12
R
BBD
FOG
BOILER BLOW-DOWN
FUEL OIL GAGE LINE
FOS
FOF
FOR
GASG
FOV
FUEL OIL FILL
F & T TRAP
FUEL OIL RETURN
FUEL OIL SUPPLY
THERMODYNAMIC TRAP
FUEL OIL TANK VENT
HTWR
HWS
HWR
GHWS
GHWR
F FLOAT TRAP
THERMOSTATIC TRAP
BUCKET TRAP
A
VAC
F
FC
F
VACUUM
FIRE LINE
COMPRESSED AIR
FOAM CONCENTRATE
HIGH TEMPERATURE WATER RETURN
HOT WATER HEATING RETURN
HOT WATER HEATING SUPPLY
UNDERSLAB FIRE LINE
FOR AFFF SYSTEMS
GLYCOL HOT WATER HEATING RETURN
GLYCOL HOT WATER HEATING SUPPLY
MODSEC.
VD
OR
FD
AD
SD
AD
AD
AS INDICATED
EARTH
CONCRETE
AS INDICATED
GRAVEL
BRICK
METAL
PLYWOOD
WOOD (FINISH)
WOOD (ROUGH)
AS INDICATED
CRUSHED ROCK
PLASTER
GLASS (ELEVATION)
BLANKET INSULATION
RIGID INSULATION
GYPSUM WALLBOARD
WOOD STUD PARTITION
CONCRETE MASONRY UNITS (PLAN)
CONCRETE MASONRY UNITS (SECTION)
GLASS (LARGE SCALE SECTION)
METAL STUD PARTITION
SUPPLY GRILLE (SG)
FLOW DIRECTION
FLOW DIRECTION
DIRECTION OF FLOW
SPLITTER DAMPER
ACCESS PANEL (AP)
ACCESS DOOR (AD)
FLEXIBLE DUCT
TURNING VANES
SMOKE DAMPER
(TYPE AS SPECIFIED) INDICATE
SUPPLY OUTLET, CEILING, RECTANGULAR
(TYPE AS SPECIFIED) INDICATE
SUPPLY OUTLET, CEILING ROUND
CEILING (INDICATE TYPE)
EXHAUST OR RETURN AIR INLET
+ INTEGRAL VOL. CONTROL)
SUPPLY REGISTER (SR) (A GRILLE
GRILLE (NOTE AT FLR. OR CLG.)
RETURN (RG) OR EXHAUST (EG)
VENTILATOR-SUPPLY (SRV)
POWER OR GRAVITY ROOF
UNIT HEATER (VERTICAL)
POINT OF CHANGE IN DUCT CONSTRUCTION
VENTILATOR-EXHAUST (ERV)
POWER OR GRAVITY ROOF
UNIT HEATER (HORIZONTAL)
PARALLEL BLADE DAMPERS
FOR NET FREE AREA
2ND FIGURE, SIDE NOT SHOWN)
DUCT (1ST FIGURE, SIDE SHOWN
FLAT ON TOP OR F.O.B. FLAT
TRANSITIONS: GIVE SIZES. NOTE F.O.T.
IN DIRECTION OF AIR FLOW
INCLINED RISE (R) OR DROP (D) ARROW
DUCT SECTION (EXHAUST OR RETURN)
DUCT SECTION (SUPPLY)
ACOUSTICAL LINING DUCT DIMENSIONS
(BY STATIC PRESSURE CLASS)
OPPOSED BLADE DAMPERS
AUTOMATIC DAMPERS MOTOR OPERATED
VOLUME DAMPER MANUAL OPERATION
& RETURN (NO SPLITTER)
STANDARD BRANCH FOR SUPPLY
FLEXIBLE CONNECTION
ON BOTTOM IF APPLICABLE
PLUMBING
REFRIGERATION
TEMPERATURE CONTROLS
STANDARD NORTH ARROWS
SECTION IDENTIFICATION
ELEVATION IDENTIFICATION
ARCHITECTURAL SYMBOLS
GENERAL NOTES:
DUCTWORK
MECHANICAL LEGEND
HEATING
MISCELLANEOUS PIPING
ARCHITECTURAL LEGEND
T
GLOBE VALVE
W/TAMPER SWITCH
NEEDLE VALVE
STRAINER
HOSE GATE VALVE
GATE VALVE
M
S
SOLENOID VALVE
RELIEF VALVE
PA
FLOAT VALVE
BALL VALVE
BUTTERFLY VALVE
ANCHOR
WAFER CHECK VALVE
O, S, & Y GATE VALVE
PRESSURE REDUCING VALVE
MOTOR OPERATED VALVE
AUTOMATIC BALANCING VALVE AS INDICATED
CALIBRATED BRONZE BALANCING VALVE OR
PLUG VALVE OR BALANCING COCK
TEMPERATURE REGULATING VALVE
CAP
ELBOW UP
TEE UP
TEE DOWN
ELBOW DOWN
UNION
BLIND FLANGE
FLANGE
EXPANSION JOINT, BELLOWS
EXPANSION JOINT, SLIDING
PIPE INCREASER OR DECREASER
VALVES & FITTINGS
COND CONDENSATE DRAIN LINE
OR SENSOR (AS INDICATED)
OUTDOOR AIR THERMOSTAT
V
FCO FLOOR CLEAN OUT
FIRE DAMPER:
SHOW VERTICAL POS.
SHOW HORIZ. POS.
101 ROOM NUMBER
DOOR NUMBERS
COLUMN LINES NUMBER-LETTER (OPPOSITE DIR.)
MATCH LINE
WINDOW TYPES
CENTER LINE
X DIRECTION OF SIGHT OF PHOTOGRAPH
WALL AND PARTITION TYPES
A
A
A 1
101101
O F
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
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P S O
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X -X -X
F
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K A
F L
O O
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Y L
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
G -0
.d
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L O
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N A
N D A
C C
E S
S P
L A
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C
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N P
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C
D A
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N P
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B L
A N
D
IS
VICINITY MAP
NO SCALE
SCALE: 1" = 600'
SCALE: 1" = 200'
BELLEVUE GATE
KENNEY GATE
NELSON DR
PROJECT AREA
F O
R T C
R O
O K R
D
C U
S T
E R D
R
N
STRATCOM GATE
BUTLER BLVD
C A P E H
A R T R
D
ENTER THROUGH INSPECTION AREA
ALL CONTRACTOR VEHICLES MUST
S A
C B
L V
D
S A
C B
L V
D
PROJECT LOCATION PLAN AND CONTRACTOR'S ACCESS ROUTE (TBD)
PROJECT AREA
PROJECT AREA AND STAGING
STAGING AREA
AND ID BUILDING
CONTRACTOR BADGING
H A
R L
A N L
E W
IS
R
D
CUNNINGHAM ROAD.
TEMPORARY ACCESS ON
EAST OF PROJECT AREA VIA
ACCESS ROUTE AVAILABLE FROM
NOTE: ALTERNATE CONTRACTOR
CUNNINGHAM ROAD
ABANDONED IN P
LACE
ABANDONED IN P
LACE
6' CHAIN LINK FENCE
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' CHAIN LINK FENCE
8' C
H A
IN
L
IN
K F
E N C E
EV
PB
FOUL POLE
6" PVC NW = 9
54.816" PVC E =
954.84RIM =
960.8
6" PVC NW = 9
53.846" PVC SE = 95
3.87RIM =
962.0
L
IN
K F
E N
C E
' C
H A
IN
C
H A
IN
L
IN
K F
E N
C E
LIN
K F
E N C E
15' C H
A
IN
4' CHAIN LINK FENCE
6' CHAIN LINK FENCE
6" PVC W =
957.4
16" PVC E =
958.25
RIM =
962.8
EV
S S
ASPHALT SURFACING
ASPHALT SURFACING
ASPHALT SURFACING
BUILDING
AGGREGATE SURFACING
AGGREGATE SURFACING
CONCRETE SURFACING
AGGREGATE SURFACING
BOLLARDS W/ LOCKABLE CHAIN
70'
120'
TIMBER BOLLARDS (TYP.)
TIMBER BOLLARDS (TYP.)
"5 MPH" SPEED LIMIT SIGN
BOLLARDS W/ LOCKABLE CHAIN
TIMBER BOLLARDS (TYP.)
S O
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N B
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IS
S
U E D
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
A N
S I
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W X
X X
X X -X
X -X -X
F
U T
T A
F B
N E
B R
A S
K A
L A
K E C
A M
P U
S S
O F
T B
A L L F
IE
L D S
U P
P O
R T F
A C
IL
C
A P
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A L A
V E
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A H
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U U
C
H A
IN
L
IN
K F
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LIN
K
FE
N C E
15' C H
A
IN
6' CHAIN LINK FENCE
4' CHAIN LINK FENCE
6' CHAIN LINK FENCE
C
H A
IN
L
IN
K F
E N
C E
' C
H A
IN
L
IN
K F
E N C E
C
H A
IN
L
IN
K F
E N
C E
SURFACING
GRAVEL
SURFACING
GRAVEL
BUILDING 588
OF 20-2
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
OF 20-2
SUPPORT FACILITY
SOFTBALL FIELD
440'440'
79'
R
25'
R
440' 440'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:26:00 AM 3/29/2021
...\OF\OF68\40000 Design Products\CAD_BIM\_Sheets\BORING LOCATION PLAN
B .d
B-101
PLAN
NORTH
30' 60'0
SCALE: 1" = 30'
K
H A
L L
B O
R
IN
G L
O C
A T
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N P
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IS
K
R S
IS
K
T
M A
T U
S K
A
OF20-27
OF20-26
BORING ID
490661.976
490481.164
NORTHING
2768916.402
2769285.460
EASTING
10.0
20.0
DEPTH (FT)
963.5
962.0
ELEVATION (FT)
LEGEND
GENERAL NOTES
1. COORDINATE SYSTEM: NEBRASKA (2600), DATUM: NAVD88, NAD83
2. SEE SHEET B-301 FOR BORING LOGS
APPROXIMATE BORING LOCATION
L
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A T
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N N
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D B
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D A
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C O
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C T N
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C H
E C
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D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
A N
S I
D
W X
X X
X X -X
X -X -X
F
U T
T A
F B
N E
B R
A S
K A
L A
K E C
A M
P U
S S
O F
T B
A L L F
IE
L D S
U P
P O
R T F
A C
IL
C
A P
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A L A
V E
O M
A H
A
N E
B R
A K
S A
F
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W F
R
EOB - 20.0' BELOW GROUND SURFACE
EOB - 10.0' BELOW GROUND SURFACE
ELEV. 962.0 ft.
E 2769285.460
N 490481.164
JUNE 16, 2020
OF20-26
ELEV. 963.5 ft.
E 2768916.402
N 490661.976
JUNE 16, 2020
OF20-27
6/16
6/16
6/17
C.I. 6/17
C.I. 6/16
C.I. 6/17
C.I. 6/16
LEAN CLAY (CL), dark gray, stiff, dry
FAT CLAY (CH), dark gray, medium stiff, moist
LEAN CLAY (CL), gray, stiff, moist to wet soft at about 9 ft.
SILTY CLAY (CL-ML), gray, very soft, wet, 1% fine sand, 99% fines
SILT (ML), dark gray, very soft, wet, 13% fine sand, 87% fines
4% coarse sand, 6% medium sand, 13% fine sand, 75% fines
SANDY LEAN CLAY (CL), brown, very stiff, dry, 2% gravel, FAT CLAY (CH), dark gray, very stiff, moist medium stiff at about 6.5 ft.
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
LL
N
% fines
PI
BORING LEGEND
MC
OF20-22
ELEV. 962.5 ft.
6/17
EOB
6/17
6/18
C.I. 6/17
DATUM: NAVD88, NAD83
COORDINATE SYSTEM: NEBRASKA STATE PLANE (2600) 4.
FOR SOIL BORING LOCATIONS, SEE SHEET B-101.3.
GROUND WATER CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.
LARGELY ON CLIMATIC CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY
DIFFERENT SEASONS OF THE YEAR OR FROM YEAR TO YEAR DEPENDING
THE WATER LEVEL RECORDED CAN FLUCTUATE APPRECIABLY AT
THE SOILS WHICH WERE ENOUNTERED AT THAT LOCATION; HOWEVER,
AT THAT TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF
AT THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED
THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED2.
LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.
LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.
TIME OF DRILLING. SEE "MC" ON THE CONDENSED LOG OF BORINGS FOR
ARE FIELD DESCRIPTIONS MADE BY THE INSPECTOR IN THE FIELD AT THE
FIELD AND LABORATORY DATA. THE TERMS "DRY", "MOIST", "WET", ETC.,
THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF 1.
BORING NOTES
JUNE 17, 2020
E 2775101.399
N 493475.938
WEIGHT OF HAMMER
END OF BORING
BORING CAVE-IN DEPTH AND DATE MEASURED
GROUNDWATER TABLE 24 HOURS AFTER DRILLING
DRILLING
GROUNDWATER TABLE IMMEDIATELY AFTER
GROUNDWATER TABLE WHILE DRILLING
THE NO. 200 SIEVE
PERCENT OF SOIL BY DRY WEIGHT PASSING
OUTSIDE DIAMETER SAMPLER 1 FOOT.
DROPPING 30 INCHES TO DRIVE A 2-INCH
NUMBER OF BLOWS FOR A 140-POUND WEIGHT
STANDARD PENETRATION BLOW COUNT.
PLASTICITY INDEX
LIQUID LIMIT
NATURAL MOISTURE CONTENT IN PERCENT
NEAREST HALF FOOT (NAVD88)
TOP OF BORING ELEVATION ROUNDED TO
US SURVEY FEET, ZONE 2600, NEBRASKA
UNITED STATES STATE PLANE COORDINATES.
DATE BORING COMPLETED
BORING NUMBER
WOH
SILT (ML), grayish brown, soft, wet
N
DEPTH (FT)
0.0
36%
36%
20.0
MC LL PI
77 51
48%
44%
938%
N
DEPTH (FT)
0.0
27%
33%
10.0
MC LL PI
31 6
628%
19% 34 14
WOH
14%
63 42
35 16
CL
CL
3.0
5.5
CH
13.0
CL
18.5
CL-ML
ML
3.0
8.5
CH
ML
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:24:15 AM 3/29/2021
...\OF\OF68\40000 Design Products\CAD_BIM\_Sheets\BORING LOGS
B .d
B-301
K
H A
L L
R S
IS
K
R S
IS
K
T
M A
T U
S
A
B
R
IN
G L
O G
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
A N
S I
D
W X
X X
X X -X
X -X -X
F
U T
T A
F B
N E
B R
A S
K A
F L
O O
D R
E C
O V
E R
Y L
A K
E C
A M
P U
S
S O
F T
B A
L L F
IE
L D S
U P
P O
R T F
A C
IL
C
A P
IT
O L A
V E
O M
A H
A
N E
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
/2
/2
W F
R
48" RCP E =
956.73
0RIM =
964.3
48" RCP SE = 95
6.732 48" RCP NW = 9
56.932RIM =
962.7
STORM VALVE
STORM VALVE
8" PVC = 95
6.223
ASPHALT SURFACING
EP
EP
EP
W
W
W
W
W
W
W
W
W
W
W
W
D
M M
M
M
M
M
D
EV
PB
PB
PB
PB
PB
EP
EP
EP
EP
CP
CP
CP
E
PB
PB
E
E
PB
E
E
S
S
S
S
S
W
D
S
D
S
S
D
S
S
D
S
70060
967.03
VENT
70061
966.96
VENT
70063
967.05
LID C
OR
70064
967.04
LID COR
70065
967.02
LID COR
70066
967.02
LID C
OR
70067
966.94
LID COR
70068
966.91
LID C
OR
70069
966.96
LID C
OR
70070
966.98
LID COR
60045
967.02
CONC VAULT COR
60046
967.02
CONC VAULT COR
60047
966.91
CONC VAULT COR
60048
966.92
CONC VAULT COR
60049
965.89
OVERFLOW 2IN
PVC
CP
70160
967.03
VENT
70161
966.96
VENT
70163
967.05
LID C
OR
70164
967.04
LID COR
70165
967.02
LID COR
70166
967.02
LID C
OR
70167
966.94
LID COR
70168
966.91
LID C
OR
70169
966.96
LID C
OR
70170
966.98
LID COR
U
T
C
C
CO
T
C
C
C
C
D
C
CB
MW
MW
MW
G
G
G
G C
D
MW
CO
U U
U
CI
2 ABOVE GROUND VALVES
LARGE WATER VAULT
UNKNOWN UTILITY
WW
W
W
W
ABANDONED IN P
LACE
ABANDONED IN P
LACE
ABANDONED IN P
LACE
ABANDONED IN P
LACE
2 ABOVE GROUND VALVES
8" PVC = 95
4.979
FULL OF DIR
TNO INVERTSRIM =
961.8
ABANDONED FORCEMAIN
LOCATION
NO STURCUTRE AT THIS
7' C
H
AI
N L
IN
K
FE
N C E
7' C
H
AI
N L
IN
K
FE
N C E
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
LIN
K
FE
N C E
15' C H
A
IN
6' CHAIN LINK FENCE
4' CHAIN LINK FENCE 4' CHAIN LINK FENCE
4' CHAIN LINK FENCE
6' CHAIN LINK FENCE
C
H A
IN
L
IN
K F
E N
C E
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
6' CHAIN LINK FENCE
C
H A
IN
L
IN
K F
E N
C E
4' CHAIN LINK FENCE
4' C H
A
IN
LIN
K F
E N C E
' C
H A
IN
L
IN
K F
E N C E
' C
H A
IN
L
IN
K F
E N
C E
8' C
H A
IN
L
IN
K F
E N C E
7' C
H A
IN
L
IN
K F
E N C E
7' CHAIN LINK FENCE
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
G R
A V
E L R
O A
D
SURFACING
GRAVEL
SURFACING
GRAVEL
EP
EV
EV
EV
EV
EV
EV
PB
EV
EV
PB
PB
EV
PB
PB
PB
EV
EV
EV
12" RCP SW = 9
64.49
RIM =
968.5
24" RCP SE = 96
0.5215" RCP NW = 9
60.62RIM =
969.1
8" PVC SE = 95
2.7228" CLAY NW = 9
52.672RIM =
960.7
10" M
ISC W =
952.8 010" M
ISC. NE = 95
2.92
RIM =
965.8
10" CLAY SW = 9
53.3188" CLAY NE = 95
4.3182" PVC NNW = 9
63.3188" CLAY NW = 9
56.91810" CLAY NW = 9
53.368
RIM =
968.3
DIMAETER = 15
"MATERIAL = RCPINVERT = 95
6.705
STANDING WATER (FROZEN)
15" CPP = 9
58.765
18" CMP = 95
8.991
18" CPP = 9
59.464
24" RCP NW = 9
59.8824" RCP SE = 95
9.84RIM =
969.0
H-FRAME POLE
960960
FOUL POLE
FOUL POLE
8' C
HAIN
LI
NK F
ENCE
8' CHAIN L
INK FE
NCE
8' CHAIN LINK FENCE
8' CHAIN LINK FENCE
12" X 24" M
ISC = 96
0.364
15" RCP = 96
0.552
15" CMP = 96
0.621
6" PVC NW = 9
54.816" PVC E =
954.84RIM =
960.8
6" DIP
SW = 9
58.446" DIP
NE = 95
8.5415" RCP SW = 9
57.240RIM =
960.9
15" RCP = 96
1.128
10" PVC = 96
1.145
C O
N E
X P
A D
12" RCP SE = 96
1.856
RIM =
968.6
12" RCP SE = 96
1.88412" RCP NW = 9
62.034
RIM =
969.1
24" RCP = 96
2.025
6" PVC NW = 9
53.846" PVC SE = 95
3.87RIM =
962.0
C
H A
IN
L
IN
K F
E N
C E
8' CHAIN LINK FENCE
4' TALL8" DIA
METER
4' TALL9" DIA
METER
4' TALL8" DIA
METER
CHIN U
PSSTATION 10
OF 20-2
PICNIC T
ABLE
PICNIC T
ABLE
24" RCP = 96
2.891
C
H A
IN
L
IN
K F
E N
C E
PICNIC T
ABLE
3' TALL8" DIA
METER
' C
H A
IN
L
IN
K F
E N
C E
8'
CHAI
N
LI
NK
FE
NCE
' C
H A
IN
L
IN
K F
E N
C E
8' C H
A
IN
LIN
K
FE
N C E
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
L
IN
K F
E N
C E
' C
H A
IN
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
LIN
K F
E N C E
15' C H
A
IN
4' CHAIN LINK FENCE
6' CHAIN LINK FENCE
8' C
H A
IN
L
IN
K F
E N C E
8' C
H A
IN
L
IN
K F
E N C E
3X3 W
OOD POST
3X3 W
OOD POST
10" M
ISC. NE = 95
2.03RIM =
963.6
EQUIPMENTEXERCISE
C O
L O
M
IA
GRATED PLATFORM
6' TALL4" DIA
METER
FLOOR = 96
0.2404" PVC E =
962.09
01.5" D
IP W 9
63.340RIM =
965.2
PUMP
BUTLER BOULEVARD
BUTLER BOULEVARD
BUTL
ER B
OULE
VARD
C O
L O
M
GATE MOTOR
EQUIPMENTEXERCISE
3' TALL4" DIA
METER
4' TALL6" DIA
METER
EQUIPMENTEXERCISE
4' TALL10" DI
AMETER
4' TALL8" DIA
METER
4' TALL10" DI
AMETER
3' TALL6" DIA
METER
12" RCP SW = 9
63.41012" RCP NE = 96
3.460
RIM =
968.7
6" PVC W =
957.4
16" PVC E =
958.25
RIM =
962.8
LIGHTWARNING
FLOOR = 96
0.3912" PVC NW = 9
61.7418" PVC E =
960.74
1RIM =
968.8
8" RCP SW = 9
62.4710" RCP NE = 96
2.606" RCP N =
962.63RIM =
969.4
24" RCP N =
959.5224" RCP SE = 96
0.62
RIM =
969.5
2' TALL8" DIA
METER
UNKNOWN UTILITY
UNKNOWN UTILITY
SANITARY STORAGE TANK
UTILITYUNKNOWN
B U S H E S
3' TALL4" DIA
METER
OF 20-2
V F .d
NORTH
100' 200'0
SCALE: 1" = 100'
103 104
102101
S O
F T
B A
L L F
IE
L D A
R E
A C
D A
V E
N P
O R
T
VF100
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
O V
E R
A L L E
X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N B L
A N
D
IS
ALL CHAIN LINK FENCES HAVE BARBED WIRE ON TOP.8)
MANHOLES THAT DO NOT HAVE INVERT INFORMATION ARE FULL OF WATER.7)
ALL UTILITIES WERE LOCATED BY SURFACE INDICATION.6)
COMBINED GRID FACTOR IS: 0.999639796.5)
CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)
FIELD SURVEY DATE: APRIL 2020.
TOPOGRAPHY IS DERIVED FROM GPS/RTK AND TOTAL STATION SURVEY METHODS. 3)
VERTICAL DATUM OF 1988 (NAVD 88).
ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NATIONAL AMERICAN 2)
NEBRASKA 2600. THEY ARE BASED ON CONTROL POINT IH 20-21 A.
AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:
GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)
SURVEY NOTES
5/8" REBAR W/ALUMINUM CAP 963.2362775337.732493334.873IH 20-21 B
5/8" REBAR W/ALUMINUM CAP 965.0182767966.151490739.313IH 20-21 A
5/8" REBAR W/ALUMINUM CAP1070.8072764015.332500833.671IH 16-03 A
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
CONTROL DATA
42" CMP = 95
4.98042" CMP = 95
5.330
FOUL POLE
6" PVC NW = 9
54.816" PVC E =
954.84RIM =
960.8
4' TALL4" DIA
METER
3' TALL
8" DIAMETER
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
A N
S I
D
W X
X X
X X -X
X -X -X
F
U T
T A
F B
N E
B R
A S
K A
F L
O O
D R
E C
O V
E R
Y L
A K
E C
A M
P U
S
S O
F T
B A
L L F
IE
L D S
U P
P O
R T F
A C
IL
C
A P
IT
O L A
V E
O M
A H
A
N E
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
/2
/2
W F
R
KEY PLAN SCALE: 1" = 300'
S
C
6' CHAIN LINK FENCE
4' CHAIN LINK FENCE
4' C H
A
IN
LIN
K F
E N C E
G R
A V
E L R
O A
D
SURFACING
GRAVEL
STANDING WATER (FROZEN)
8' CHAIN LINK FENCE
4' CHAIN LINK FENCE
BUTLER BOULEVARD
T
CP
AC
12"
SAN
SS
W
SD
CP
U IRRIGATION DEVICE
WATER DEVICE
HVAC UNIT
ELECTRIC PULL BOX
ELECTRIC MANHOLE
MONITORING WELL
UG COMM LINE
COMM MANHOLE
UG POWER LINE
ELECTRIC PULL BOX
FIRE HYDRANT
WATER LINE
WATER VALVE
GUY WIRE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
ELECTRICAL PANEL
POWER POLE
BOLLARD WITH SIZE INFO
FENCE
COMM VAULT
BUSH
CONIFEROUS TREE WITH SIZE
DECIDUOUS TREE WITH SIZE
GAS METER (FUEL)
OVERHEAD POWER LINE
UG GAS LINE
GAS VALVE (FUEL)
SECURITY CAMERA
TEST STATION
ELECTRIC TRANSFORMER
SIGN
CULVERT PIPE
STORM DRAIN PIPE
STORM SEWER MANHOLE
SANITARY SEWER (FORCE MAIN)
SANITARY SEWER (GRAVITY)
SANITARY SEWER MANHOLE
TOPO LEGEND
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:46:01 PM 3/23/2021
...\OF\OF68\40000 Design Products\CAD_BIM\_Sheets\OF68VF101
V F .d
30' 60'0
SCALE: 1" = 30'
C
D A
V E
N P
O R
T S
H E
E T O
F
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF101
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
B L
A N
D
IS
D A
V E
N P
O R
T S
H E
E T O
F
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF101
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
B L
A N
D
IS
W
CO
M
G
G
STORM VALVE
8" PVC = 95
6.223
ASPHALT SURFACING
ASPHALT SURFACING
ASPHALT SURFACING
FOUL POLE
BUILDING
6" PVC W =
957.4
16" PVC E =
958.25
RIM =
962.8
3' TALL
8" DIAMETER
SAN. SEWER FORCE MAIN
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
A N
S I
D
W X
X X
X X -X
X -X -X
F
U T
T A
F B
N E
B R
A S
K A
F L
O O
D R
E C
O V
E R
Y L
A K
E C
A M
P U
S
S O
F T
B A
L L F
IE
L D S
U P
P O
R T F
A C
IL
C
A P
IT
O L A
V E
O M
A H
A
N E
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
/2
/2
W F
R
KEY PLAN SCALE: 1" = 300'
EV
PB
S
W
70060
967.03
70061
966.96
VENT
70064
967.04
LID COR
70065
967.02
LID COR
70066
967.02
LID COR
70067
966.94
LID COR
70068
966.91
LID COR
70069
966.96
LID COR
70070
966.98
LID COR
60046
967.02
CONC VAULT COR
60047
966.91
CONC VAULT COR
60049
965.89
OVERFLOW 2IN
PVC
70160
967.03
70161
966.96
VENT
70164
967.04
LID COR
70165
967.02
LID COR
70166
967.02
LID COR
70167
966.94
LID COR
70168
966.91
LID COR
70169
966.96
LID COR
70170
966.98
LID COR
U
C
U U
U
2 ABOVE GROUND VALVES
WW
C
H A
IN
L
IN
K F
E N
C E
LIN
K
FE
N C E
15' C H
A
IN
6' CHAIN LINK FENCE
4' CHAIN LINK FENCE 4' CHAIN LINK FENCE
4' CHAIN LINK FENCE
6' CHAIN LINK FENCE
C
H A
IN
L
IN
K F
E N
C E
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
6' CHAIN LINK FENCE
960960
8' CHAIN L
INK FE
NCE
BUILDING 588
OF 20-2
L
IN
K F
E N
C E
' C
H A
IN
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
LIN
K F
E N C E
15' C H
A
IN
6' CHAIN LINK FENCE
CP
AC
SAN
SS
W
HVAC UNIT
ELECTRIC PULL BOX
ELECTRIC MANHOLE
MONITORING WELL
UG COMM LINE
COMM MANHOLE
UG POWER LINE
ELECTRIC PULL BOX
FIRE HYDRANT
WATER LINE
WATER VALVE
GUY WIRE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
ELECTRICAL PANEL
POWER POLE
BOLLARD WITH SIZE INFO
FENCE
COMM VAULT
BUSH
CONIFEROUS TREE WITH SIZE
DECIDUOUS TREE WITH SIZE
GAS METER (FUEL)
OVERHEAD POWER LINE
UG GAS LINE
GAS VALVE (FUEL)
SECURITY CAMERA
TEST STATION
ELECTRIC TRANSFORMER
SIGN
CULVERT PIPE
STORM DRAIN PIPE
STORM SEWER MANHOLE
SANITARY SEWER (FORCE MAIN)
SANITARY SEWER (GRAVITY)
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:52:54 PM 3/23/2021
...\OF\OF68\40000 Design Products\CAD_BIM\_Sheets\OF68VF102
V F .d
30' 60'0
SCALE: 1" = 30'
C
D A
V E
N P
O R
T S
H E
E T O
F
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF102
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
B L
A N
D
IS
W
CO
M
G
G
48" RCP E =
956.73
0RIM =
964.3
ABANDONED IN P
LACE
ABANDONED IN P
LACE
10" M
ISC W =
952.8 010" M
ISC. NE = 95
2.92
RIM =
965.8
10" CLAY SW = 9
53.3188" CLAY NE = 95
4.3182" PVC NNW = 9
63.3188" CLAY NW = 9
56.91810" CLAY NW = 9
53.368
RIM =
968.3
12" RCP SE = 96
1.856
RIM =
968.6
12" RCP SE = 96
1.88412" RCP NW = 9
62.034
RIM =
969.1
6" PVC NW = 9
53.846" PVC SE = 95
3.87RIM =
962.0
4' TALL9" DIA
METER
CHIN U
PSSTATION 10
10" M
ISC. NE = 95
2.03RIM =
963.6
EQUIPMENTEXERCISE
EQUIPMENTEXERCISE
EQUIPMENTEXERCISE
12" RCP SW = 9
63.41012" RCP NE = 96
3.460
RIM =
968.7
8" RCP SW = 9
62.4710" RCP NE = 96
2.606" RCP N =
962.63RIM =
969.4
2' TALL8" DIA
METER
UNKNOWN UTILITY
UNKNOWN UTILITY
UTILITYUNKNOWN
3' TALL
8" DIAMETER
S O
L
IC
IT
A T
IO
N N
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D E
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IG
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D B
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D A
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C T N
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D B
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2 3 4 5 6 7 8 9 10
SHEET ID
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U .S
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X -X -X
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A M
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W F
R
101 102
KEY PLAN SCALE: 1" = 300'
EP
W
W
W
W
W
W
M
M
M
M
D
PB
PB
E
E
PB
S
S
S
D
S
D
C
MW
MW
G
MW
CO
CI
W
' C
H A
IN
L
IN
K F
E N C E
8' C
H A
IN
L
IN
K F
E N C E
7' C
H A
IN
L
IN
K F
E N C E
SURFACING
GRAVEL
EV
EV
EV
PB
EV
EV
PB
PB
EV
PB
PB
EV
EV
8' C
H A
IN
L
IN
K F
E N C E
OF 20-2
CP
AC
SAN
SS
W
HVAC UNIT
ELECTRIC PULL BOX
ELECTRIC MANHOLE
MONITORING WELL
UG COMM LINE
COMM MANHOLE
UG POWER LINE
ELECTRIC PULL BOX
FIRE HYDRANT
WATER LINE
WATER VALVE
GUY WIRE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
ELECTRICAL PANEL
POWER POLE
BOLLARD WITH SIZE INFO
FENCE
COMM VAULT
BUSH
CONIFEROUS TREE WITH SIZE
DECIDUOUS TREE WITH SIZE
GAS METER (FUEL)
OVERHEAD POWER LINE
UG GAS LINE
GAS VALVE (FUEL)
SECURITY CAMERA
TEST STATION
ELECTRIC TRANSFORMER
SIGN
CULVERT PIPE
STORM DRAIN PIPE
STORM SEWER MANHOLE
SANITARY SEWER (FORCE MAIN)
SANITARY SEWER (GRAVITY)
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:39:28 PM 3/23/2021
...\OF\OF68\40000 Design Products\CAD_BIM\_Sheets\OF68VF103
V F .d
30' 60'0
SCALE: 1" = 30'
C
D A
V E
N P
O R
T S
H E
E T O
F
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
VF103
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
B L
A N
D
IS
W
CO
M
G
G
FULL OF DIR
TNO INVERTSRIM =
961.8
LOCATION
NO STURCUTRE AT THIS
15" CPP = 9
58.765
12" X 24" M
ISC = 96
0.364
15" RCP = 96
0.552
15" CMP = 96
0.621
15" RCP = 96
1.128
10" PVC = 96
1.145
24" RCP = 96
2.025
24" RCP = 96
2.891
FLOOR = 96
0.2404" PVC E =
962.09
01.5" D
IP W 9
63.340RIM =
965.2
PUMP
3' TALL6" DIA
METER
3' TALL
8" DIAMETER
S O
L
IC
IT
A T
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N N
O
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S
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D B
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D B
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D A
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C O
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D B
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D R
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A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
A N
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W X
X X
X X -X
X -X -X
F
U T
T A
F B
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B R
A S
K A
F L
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D R
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O V
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A K
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A M
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S O
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B A
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L D S
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W F
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KEY PLAN SCALE: 1" = 300'
W
W
W
S
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7' C
H
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7' C
H
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K F
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L
IN
K F
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C
H A
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L
IN
K F
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H A
IN
L
IN
K F
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C E
C
H A
IN
L
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K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
5 C
O L O
M
CP
AC
SAN
SS
W
HVAC UNIT
ELECTRIC PULL BOX
ELECTRIC MANHOLE
MONITORING WELL
UG COMM LINE
COMM MANHOLE
UG POWER LINE
ELECTRIC PULL BOX
FIRE HYDRANT
WATER LINE
WATER VALVE
GUY WIRE
COMM PEDESTAL
CLEAN OUT
LIGHT POLE
ELECTRICAL PANEL
POWER POLE
BOLLARD WITH SIZE INFO
FENCE
COMM VAULT
BUSH
CONIFEROUS TREE WITH SIZE
DECIDUOUS TREE WITH SIZE
GAS METER (FUEL)
OVERHEAD POWER LINE
UG GAS LINE
GAS VALVE (FUEL)
SECURITY CAMERA
TEST STATION
ELECTRIC TRANSFORMER
SIGN
CULVERT PIPE
STORM DRAIN PIPE
STORM SEWER MANHOLE
SANITARY SEWER (FORCE MAIN)
SANITARY SEWER (GRAVITY)
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:42:49 PM 3/23/2021
...\OF\OF68\40000 Design Products\CAD_BIM\_Sheets\OF68VF104
V F .d
30' 60'0
SCALE: 1" = 30'
C
D A
V E
N P
O R
T S
H E
E T O
F
E X
IS
T
IN
G C
O N
D
IT
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N S P
L A
N
VF104
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
B L
A N
D
IS
W
CO
M
G
G
L
IC
IT
A T
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N N
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D E
S
IG
N E
D B
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D E
S C
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S U
B M
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T E
D B
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D A
T E
C O
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R A
C T N
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C H
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D B
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D R
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N B
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U E D
A T
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
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P S O
F E
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IN
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A H
A D
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T R
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A N
S I
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W X
X X
X X -X
X -X -X
F
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T A
F B
N E
B R
A S
K A
F L
O O
D R
E C
O V
E R
Y L
A K
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A M
P U
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S O
F T
B A
L L F
IE
L D S
U P
P O
R T F
A C
IL
C
A P
IT
O L A
V E
O M
A H
A
N E
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
/2
/2
W F
R
KEY PLAN SCALE: 1" = 300'
S
42" CMP = 95
4.980
6' CHAIN LINK FENCE
4' CHAIN LINK FENCE
4' C H
A
IN
LIN
K F
E N C E
G R
A V
E L R
O A
D
SURFACING
GRAVEL
42" CMP = 95
5.330
STANDING WATER (FROZEN)
FOUL POLE
8' CHAIN LINK FENCE
4' TALL4" DIA
METER
4' CHAIN LINK FENCE
BUTLER BOULEVARD
S
C
42" CMP = 95
4.980
6' CHAIN LINK FENCE
4' CHAIN LINK FENCE
4' C H
A
IN
LIN
K F
E N C E
G R
A V
E L R
O A
D
SURFACING
GRAVEL
42" CMP = 95
5.330
STANDING WATER (FROZEN)
FOUL POLE
8' CHAIN LINK FENCE
6" PVC NW = 9
54.816" PVC E =
954.84RIM =
960.8
4' TALL4" DIA
METER
4' CHAIN LINK FENCE
BUTLER BOULEVARD
REMOVE AGGREGATE SURFACING
REMOVE FENCE
REMOVE FENCE
REMOVE CULVERT
REMOVE SIGN
REMOVE BOLLARDS
C D
.d
30' 60'0
SCALE: 1" = 30'
C
D A
V E
N P
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T S
H E
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F
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M O
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IT
IO
N P
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C
D A
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N P
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N P
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B L
A N
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IT
A T
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D E
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D A
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U .S
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F
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U M
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/2
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W F
R
KEY PLAN SCALE: 1" = 300'
STORM VALVE
8" PVC = 95
6.223
ASPHALT SURFACING
S
W
70061
966.96
VENT
70064
967.04
LID COR
70065
967.02
LID COR
70067
966.94
LID COR
70068
966.91
LID COR
70069
966.96
LID COR
70070
966.98
LID COR
60046
967.02
CONC VAULT COR
60047
966.91
CONC VAULT COR
60049
70161
966.96
VENT
70164
967.04
LID COR
70165
967.02
LID COR
70167
966.94
LID COR
70168
966.91
LID COR
70169
966.96
LID COR
70170
966.98
LID COR
U
C
C
U U
U
WW
960960
FOUL POLE
8' CHAIN L
INK FE
NCE
STORM VALVE
8" PVC = 95
6.223
ASPHALT SURFACING
S
W
70061
966.96
VENT
70064
967.04
LID COR
70065
967.02
LID COR
70067
966.94
LID COR
70068
966.91
LID COR
70069
966.96
LID COR
70070
966.98
LID COR
60046
967.02
CONC VAULT COR
60047
966.91
CONC VAULT COR
60049
70161
966.96
VENT
70164
967.04
LID COR
70165
967.02
LID COR
70167
966.94
LID COR
70168
966.91
LID COR
70169
966.96
LID COR
70170
966.98
LID COR
U
C
C
U U
U
WW
960960
FOUL POLE
8' CHAIN L
INK FE
NCE
SURFACING
REMOVE ASPHALT
REMOVE FENCE
SURFACING
REMOVE ASPHALT
SURFACING
REMOVE ASPHALT
REMOVE BLDG. 588
REMOVE TREE
BY OTHERSREMOVED
BUILDINGS TO BE
REMOVE LIGHT POLE
C D
.d
30' 60'0
SCALE: 1" = 30'
C
D A
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N P
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T S
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F
D E
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N P
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C
D A
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N P
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D A
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NOT IN CONTRACT)
(REPLACED BY OTHERS/
EXISTING SS FORCE MAIN
CAP WHERE SHOWN
REMOVE WATERLINE
CAP WHERE SHOWN
REMOVE WATERLINE
DO NOT DISTURB
EXISTING IRRIGATION EQUIPMENT
DO NOT DISTURB
EXISTING IRRIGATION EQUIPMENT
SEE SHEET CU102
CONNECT TO NEW WATERLINEREMOVE SANITARY SEWER
L
IC
IT
A T
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N N
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S
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D B
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D A
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
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R S
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A H
A D
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W
W
W
W
W
W
S
S
S
S
MW
MW
MW
CO
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W
' C
H A
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L
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K F
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8' C
H A
IN
L
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K F
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7' C
H A
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GRAVEL
4' TALL9" DIA
METER
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8' C
H A
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L
IN
K F
E N C E
EQUIPMENTEXERCISE
EQUIPMENTEXERCISE
EQUIPMENTEXERCISE
2' TALL8" DIA
METER
UNKNOWN UTILITY
UNKNOWN UTILITY
UTILITYUNKNOWN
48" RCP E =
956.73
0RIM =
964.3
EP
W
W
W
W
W
W
M
M
M
M
D
PB
PB
E
E
PB
S
S
S
D
S
D
C
MW
MW
G
MW
CO
CI
W
ABANDONED IN P
LACE
ABANDONED IN P
LACE
' C
H A
IN
L
IN
K F
E N C E
8' C
H A
IN
L
IN
K F
E N C E
7' C
H A
IN
L
IN
K F
E N C E
SURFACING
GRAVEL
EV
EV
EV
PB
EV
EV
PB
PB
EV
PB
PB
EV
EV
10" M
ISC W =
952.8 010" M
ISC. NE = 95
2.92
RIM =
965.8
10" CLAY SW = 9
53.3188" CLAY NE = 95
4.3182" PVC NNW = 9
63.3188" CLAY NW = 9
56.91810" CLAY NW = 9
53.368
RIM =
968.3
12" RCP SE = 96
1.856
RIM =
968.6
12" RCP SE = 96
1.88412" RCP NW = 9
62.034
RIM =
969.1
6" PVC NW = 9
53.846" PVC SE = 95
3.87RIM =
962.0
4' TALL9" DIA
METER
CHIN U
PSSTATION 10
8' C
H A
IN
L
IN
K F
E N C E
10" M
ISC. NE = 95
2.03RIM =
963.6
EQUIPMENTEXERCISE
EQUIPMENTEXERCISE
EQUIPMENTEXERCISE
12" RCP SW = 9
63.41012" RCP NE = 96
3.460
RIM =
968.7
8" RCP SW = 9
62.4710" RCP NE = 96
2.606" RCP N =
962.63RIM =
969.4
2' TALL8" DIA
METER
UNKNOWN UTILITY
UNKNOWN UTILITY
UTILITYUNKNOWN
OF 20-2
REMOVE FENCE
REMOVE AGGREGATE SURFACING
REMOVE BOLLARDS
C D
.d
30' 60'0
SCALE: 1" = 30'
C
D A
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N P
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
A N
S I
D
W X
X X
X X -X
X -X -X
F
U T
T A
F B
N E
B R
A S
K A
F L
O O
D R
E C
O V
E R
Y L
A K
E C
A M
P U
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S O
F T
B A
L L F
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U P
P O
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A C
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F
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A M
E
F
IL
E N
U M
B E
R
/2
/2
W F
R
KEY PLAN SCALE: 1" = 300'
W
W
WT
7' C
H
AI
N L
IN
K
FE
N C E
7' C
H
AI
N L
IN
K
FE
N C E
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
PUMP
C O
L O
M
3' TALL6" DIA
METER
W
W
W
S
S
T
CO
7' C
H
AI
N L
IN
K
FE
N C E
7' C
H
AI
N L
IN
K
FE
N C E
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
EP
15" CPP = 9
58.765
12" X 24" M
ISC = 96
0.364
15" RCP = 96
0.552
15" CMP = 96
0.621
15" RCP = 96
1.128
10" PVC = 96
1.145
24" RCP = 96
2.025
24" RCP = 96
2.891
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
PUMP
C O
L O
M
REMOVE LIGHT POLE
REMOVE FENCE
REMOVE FENCE
REMOVE TREE
ENCEREMOVE F
C D
.d
30' 60'0
SCALE: 1" = 30'
C
D A
V E
N P
O R
T S
H E
E T O
F
D E
M O
L
IT
IO
N P
L A
N
CD104
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
B L
A N
D
IS
CAP WHERE SHOWN
REMOVE WATERLINE
NOT IN CONTRACT)
(REPLACED BY OTHERS/
EXISTING SS FORCE MAIN
ASPHALT SURFACING
W
W
W
W
W
W
W
W
W
W
W
W
W UU
U
U
2 ABOVE GROUND VALVES
LARGE WATER VAULT
UNKNOWN UTILITY
WW
W
W
W
ABANDONED IN P
LACE
ABANDONED IN P
LACE
ABANDONED IN P
LACE
ABANDONED IN P
LACE
2 ABOVE GROUND VALVES
FULL OF DIR
TNO INVERTSRIM =
961.8
ABANDONED FORCEMAIN
LOCATION
NO STURCUTRE AT THIS
7' C
H
AI
N L
IN
K
FE
N C E
7' C
H
AI
N L
IN
K
FE
N C E
' C
H A
IN
L
IN
K F
E N
C E
4' CHAIN LINK FENCE
6' CHAIN LINK FENCE
C
H A
IN
L
IN
K F
E N
C E
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
4' CHAIN LINK FENCE
4' C H
A
IN
LIN
K F
E N C E
8' C
H A
IN
L
IN
K F
E N C E
7' C
H A
IN
L
IN
K F
E N C E
7' CHAIN LINK FENCE
C
H A
IN
L
IN
K F
E N
C E
8" PVC SE = 95
2.7228" CLAY NW = 9
52.672RIM =
960.7
10" M
ISC W =
952.8 010" M
ISC. NE = 95
2.92
RIM =
965.8
10" CLAY SW = 9
53.3188" CLAY NE = 95
4.3182" PVC NNW = 9
63.3188" CLAY NW = 9
56.91810" CLAY NW = 9
53.368
RIM =
968.3
STANDING WATER (FROZEN)
H-FRAME POLE
960960
FOUL POLE
FOUL POLE
8' C
HAIN
LI
NK F
ENCE
8' CHAIN L
INK FE
NCE
8' CHAIN LINK FENCE
8' CHAIN LINK FENCE
6" PVC NW = 9
54.816" PVC E =
954.84RIM =
960.8
C O
N E
X P
A D
6" PVC NW = 9
53.846" PVC SE = 95
3.87RIM =
962.0
C
H A
IN
L
IN
K F
E N
C E
8' CHAIN LINK FENCE
4' TALL8" DIA
METER
4' TALL9" DIA
METER
4' TALL8" DIA
METER
CHIN U
PSSTATION 10
OF 20-2
PICNIC T
ABLE
PICNIC T
ABLE
C
H A
IN
L
IN
K F
E N
C E
PICNIC T
ABLE
3' TALL8" DIA
METER
' C
H A
IN
L
IN
K F
E N
C E
8'
CHAI
N
LI
NK
FE
NCE
' C
H A
IN
L
IN
K F
E N
C E
8' C H
A
IN
LIN
K
FE
N C E
L
IN
K F
E N
C E
' C
H A
IN
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
LIN
K F
E N C E
15' C H
A
IN
4' CHAIN LINK FENCE
6' CHAIN LINK FENCE
8' C
H A
IN
L
IN
K F
E N C E
8' C
H A
IN
L
IN
K F
E N C E
3X3 W
OOD POST
3X3 W
OOD POST
10" M
ISC. NE = 95
2.03RIM =
963.6
EQUIPMENTEXERCISE
C O
L O
M
GRATED PLATFORM
6' TALL4" DIA
METER
FLOOR = 96
0.2404" PVC E =
962.09
01.5" D
IP W 9
63.340RIM =
965.2
PUMP
BUTLER BOULEVARD
BUTLER BOULEVARD
BUTL
ER B
OULE
VARD
C O
L O
M
GATE MOTOR
EQUIPMENTEXERCISE
3' TALL4" DIA
METER
4' TALL6" DIA
METER
EQUIPMENTEXERCISE
4' TALL10" DI
AMETER
4' TALL8" DIA
METER
4' TALL10" DI
AMETER
3' TALL6" DIA
METER
6" PVC W =
957.4
16" PVC E =
958.25
RIM =
962.8
LIGHTWARNING
8" RCP SW = 9
62.4710" RCP NE = 96
2.606" RCP N =
962.63RIM =
969.4
24" RCP N =
959.5224" RCP SE = 96
0.62
RIM =
969.5
2' TALL8" DIA
METER
UNKNOWN UTILITY
UNKNOWN UTILITY
SANITARY STORAGE TANK
UTILITYUNKNOWN
B U S H E S
3' TALL4" DIA
METER
OF 20-2
EP
EP
EP
D
D
EV
CP
CP
CP
S
S
S
S
S
D
S
D
S
S
D
S
S
D
S
70060
967.03
VENT
70061
966.96
VENT
70063
967.05
LID C
OR
70064
967.04
LID COR
70065
967.02
LID COR
70066
967.02
LID C
OR
70067
966.94
LID COR
70068
966.91
LID C
OR
70069
966.96
LID C
OR
70070
966.98
LID COR
60045
967.02
CONC VAULT COR
60046
967.02
CONC VAULT COR
60047
966.91
CONC VAULT COR
60048
966.92
CONC VAULT COR
60049
965.89
OVERFLOW 2IN
PVC
CP
70160
967.03
VENT
70161
966.96
VENT
70163
967.05
LID C
OR
70164
967.04
LID COR
70165
967.02
LID COR
70166
967.02
LID C
OR
70167
966.94
LID COR
70168
966.91
LID C
OR
70169
966.96
LID C
OR
70170
966.98
LID COR
T
C
C
CO
T
C
C
C
C
D
C
CB
MW
MW
MW
G
G
G
G C
D
MW
CO
CI
42" CMP = 95
4.98042" CMP = 95
5.330
SUPPORT FACILITY
SOFTBALL FIELD
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
A N
S I
D
W X
X X
X X -X
X -X -X
F
U T
T A
F B
N E
B R
A S
K A
F L
O O
D R
E C
O V
E R
Y L
A K
E C
A M
P U
S
S O
F T
B A
L L F
IE
L D S
U P
P O
R T F
A C
IL
C
A P
IT
O L A
V E
O M
A H
A
N E
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
/2
/2
W F
R
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:13:49 PM 3/23/2021
...\OF\OF68\40000 Design Products\CAD_BIM\_Sheets\OF68CS100
C S .d
D A
V E
N P
O R
T
CS100
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
O V
E R
A L L S
IT
E P
L A
N
PLAN
NORTH
100' 200'0
SCALE: 1" = 100'
102101
B L
A N
D
IS
S O
F T
B A
L L F
IE
L D A
R
A
4' CHAIN LINK FENCE
4' C H
A
IN
LIN
K F
E N C E
STANDING WATER (FROZEN)
FOUL POLE
8' CHAIN LINK FENCE
4' CHAIN LINK FENCE
BUTLER BOULEVARD
42" CMP = 95
4.98042" CMP = 95
5.330
AGGREGATE SURFACING
BOLLARDS W/ LOCKABLE CHAIN
22'
TIMBER BOLLARDS (TYP.)
STOP SIGN
"5 MPH" SPEED LIMIT SIGN
"5 MPH" SPEED LIMIT SIGN
FLARED END SECTIONS
RCP CULVERT W/
BOLLARDS W/ LOCKABLE CHAIN
TIMBER BOLLARDS (TYP.)
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
A N
S I
D
W X
X X
X X -X
X -X -X
F
U T
T A
F B
N E
B R
A S
K A
F L
O O
D R
E C
O V
E R
Y L
A K
E C
A M
P U
S
S O
F T
B A
L L F
IE
L D S
U P
P O
R T F
A C
IL
C
A P
IT
O L A
V E
O M
A H
A
N E
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
/2
/2
W F
R
KEY PLAN SCALE: 1" = 300'
79'
R
25'
R
R
R
440'
LEGEND
GENERAL NOTES
CONCRETE PAVEMENT
AGGREGATE SURFACING
INFIELD SURFACING
SEE GENERAL NOTE #5
SPORTS TURF
SEE GENERAL NOTE #6
1. ALL DISTURBED AREAS NOT OTHERWISE INDICATED SHALL BE
SEEDED AND MULCHED.
2. SEE SPECIFICATION SECTION 01 89 00 FOR SITE-SPECIFIC
TECHNICAL REQUIREMENTS.
3. ONLY PROPOSED SITE FEATURES ARE SHOWN. PROPOSED
GRADING AND STORM DRAINAGE UTILITIES WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
4. AN EXISTING IRRRIGATION SYSTEM IS PRESENT AND NOT SHOWN
IN THE DRAWINGS. THE CONTRACTOR SHALL SURVEY THE
CONDITION AND LOCATION OF THE EXISTING IRRIGATION SYSTEM.
THE SYSTEM SHALL REMAIN UNDISTURBED WITH THE EXCEPTION OF
RELOCATING/REPLACING COMPONENTS AS NECESSARY TO
OPERATE THE IRRIGATION SYSTEM AFTER WORK IS COMPLETED.
5. INFIELD AREA SHALL BE TOPSOIL STRIPPED 6", GRADED, AND
SURFACED WITH INFIELD-TYPE SOIL MIX.
6. SOFTBALL OUTFIELDS AND FUTURE FOOTBALL FIELD AREAS
SHALL BE TOPSOIL STRIPPED 6", GRADED, AND SEEDED WITH
SPORTS-TYPE SEED MIX, AND MULCHED.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:22:25 PM 3/23/2021
...\OF\OF68\40000 Design Products\CAD_BIM\_Sheets\OF68CS101
C S .d
D A
V E
N P
O R
T S
H E
E T O
F
S
IT
E P
L A
N
CS101
C
D A
V E
N P
O R
T
C
D A
V E
N P
O R
T
PLAN
NORTH
30' 60'0
SCALE: 1" = 30'
B L
A N
STORM VALVE
8" PVC = 95
6.223
ASPHALT SURFACING
PB
W
2 ABOVE GROUND VALVES
WW
4' CHAIN LINK FENCE
6' CHAIN LINK FENCE
C
H A
IN
L
IN
K F
E N
C E
' C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
960960
FOUL POLE
8' CHAIN L
INK FE
NCE
L
IN
K F
E N
C E
' C
H A
IN
C
H A
IN
L
IN
K F
E N
C E
C
H A
IN
L
IN
K F
E N
C E
LIN
K F
E N C E
15' C H
A
IN
6' CHAIN LINK FENCE
EV
S
CONCRETE SURFACING
AGGREGATE SURFACING
70'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O M
A H
A D
IS
T R
IC
T
A N
S I
D
W X
X X
X X -X
X -X -X
F
U T
T A
F B
N E
B R
A S
K A
F L
O O
D R
E C
O V
E R
Y L
A K
E C
A M
P U
S
S O
F T
B A
L L F
IE
L D S
U P
P O
R T F
A C
IL
C
A P
IT
O L A
V E
O M
A H
A
N E
F
IL
E N
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