DWGS_W9128F21R0062_Ph1-NC3-Alert-Campus-Offutt_20220204.pdf
PDF 44 MB Posted
- Attached to
- NC3 Alert Campus, Offutt AFB, NE Federal contract opportunity
- Solicitation number
- W9128F21R0062
About this file
This solicitation is for the design and construction of an NC3 Alert Facility Campus at Offutt Air Force Base in Nebraska. The project includes a multi-story alert force facility with over 13,000 square meters of space for operations, crew quarters, administrative functions, training facilities and support spaces. An additional facility will provide nearly 500 square meters for family visitation. A low-rise aircraft maintenance building of over 2,000 square meters is also included, with space for aircraft spares storage, maintenance bays, offices and outdoor equipment storage. Additional requirements consist of site work such as paving, lighting, fencing and utilities infrastructure for sanitary sewer, water and natural gas. The soliciting agency is the U.S. Army Corps of Engineers Omaha District. The solicitation number is W9128F21R0062 and responses are due in accordance with the specified terms.
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Text version
SHEET ID
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME:
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OFFUTT PROJECT NO.: SGBP212902
GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO: LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
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Omaha District
9 FEB 2022
NC3 ALERT CAMPUS (FY19)
OFFUTT AIR FORCE BASE,
NEBRASKA
PROJECT NUMBER: 1080930
(SGBP212902)
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1. INSTALL BLOCKING WITHIN PARTITIONS AS REQUIRED FOR INSTALLATION OF WALL-MOUNTED CABINETS, MONITORS, TOILET ACCESSORIES, WALL STOPS, MARKER BOARDS, DIRECTORIES, AND MISCELLANEOUS
ITEMS.
EARTH
1. THESE LEGENDS ARE COMPOSED OF STANDARD
SYMBOLS AND ARE PERTINENT TO THE CONDITIONS IN THIS
SET OF DRAWINGS TO THE EXTENT APPLICABLE.
2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET
MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE
SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON
THIS SHEET.
CONCRETE
CRUSHED ROCK
GRAVEL
CONCRETE MASONRY UNITS (PLAN)
AS INDICATED
AS INDICATED
BRICK
WOOD (ROUGH)
WOOD (FINISH)
PLYWOOD
METAL
GYPSUM WALLBOARD AS INDICATED
PLASTER AS INDICATED
RIGID INSULATION
BLANKET INSULATION
GLASS (ELEVATION)
GLASS (LARGE SCALE SECTION)
WOOD STUD PARTITION
METAL STUD PARTITION
CONCRETE MASONRY UNITS
(SECTION)
1A
A A-401
SHEET NUMBERS OMITTED IF SECTION IS CUT
AND DETAILED ON SAME DRAWING.
NORTH
N
ROOM NAME / NUMBER
DOOR NUMBERXXXX
WINDOW TYPE
XX WALL TYPE WITH
WALL HEIGHT
REVISION NUMBER
SECTION NUMBER
SHEET NUMBER OF DRAWING
WHERE SECTION IS SHOWN
A4.01
DIRECTION OF SIGHT
OF ELEVATION ON PLAN
SHEET NUMBER OF DRAWING
WHERE ELEVATION IS SHOWN
DIRECTION OF SIGHT
OF ELEVATION ON PLAN
SHEET NUMBER OF DRAWING
WHERE ELEVATION IS SHOWN
X
ROOM NAME
XX
XX KEY NOTE
STANDARD NORTH ARROWS
SECTION IDENTIFICATION
ELEVATION IDENTIFICATION
LEGEND NOTES:
ARCHITECTURAL LEGENDARCHITECTURAL SYMBOLS
10'-0"
A-501
GENERAL NOTES
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON
THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.
2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS SET OF DRAWINGS TO
INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEETS.
LEGEND NOTES
1. SHEET NUMBERS:
INDEX LEGEND
A - 1 0 1
DISCIPLINE DESIGNATOR (ARCH, STRUCT, MECH, ELEC, ETC.)
SHEET TYPE DESIGNATOR; FOR EXAMPLE 1 WOULD BE FLOOR PLANS, 2
ELEVATIONS, 3 SECTIONS, ETC.
(SEE A/E/C CADD STANDARDS)
SHEET REFERENCE NUMBER
SHEET ID
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SHEET INDEX
1.
2.
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7.
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66.
GENERAL
G-001 COVER SHEET
G-201 INDEX OF DRAWINGS, LEGEND AND GENERAL NOTES
G-202 BASE MAP AND VICINITY MAP
CIVIL
C-001 LEGEND
C-101 TOPOGRAPHIC SURVEY
C-104 SITE PLAN
C-106 GRADING PLAN
C-107 UTILITY PLAN
C-108 STAGING AND FENCING PLAN
L-101 LANDSCAPING PLAN
NC3 ALERT FACILITY
A-101 COMPOSITE FIRST FLOOR PLAN
A-101A FIRST FLOOR PLAN - AREA A
A-101B FIRST FLOOR PLAN - AREA B
A-101C FIRST FLOOR PLAN - AREA C
A-102 COMPOSITE SECOND FLOOR PLAN
A-102A SECOND FLOOR PLAN - AREA A
A-102B SECOND FLOOR PLAN - AREA B
A-102C SECOND FLOOR PLAN - AREA C
A-103 PENTHOUSE/ROOF PLAN
A-103A ENLARGED FLOOR PLANS
A-103B ENLARGED DFAC KITCHEN AREA PLAN
A-103C ENLARGED FLIGHT ATTENDANT KITCHEN EQUIPMENT PLAN
A-103D ENLARGED PLANS AND INTERIOR ELEVATIONS
A-104A FIRST FLOOR SPECIAL WALL PLAN - AREA A
A-104B FIRST FLOOR SPECIAL WALL PLAN - AREA B
A-104C FIRST FLOOR SPECIAL WALL PLAN - AREA C
A-105A SECOND FLOOR SPECIAL WALL PLAN - AREA A
A-105B SECOND FLOOR SPECIAL WALL PLAN - AREA B
A-106 COMPOSITE FIRST FLOOR RAISED ACCESS FLOORING PLAN
A-107 COMPOSITE SECOND FLOOR RAISED ACCESS FLOORING PLAN
A-108 FIRST FLOOR SECURITY PLAN
A-109 SECOND FLOOR SECURITY PLAN
A-110 EXTERIOR ELEVATIONS
A-115 BUILDING SECTIONS
A-120 BUILDING PERSPECTIVES
A-121 INTERIOR PERSPECTIVES
A-131 COMPOSITE FIRST FLOOR FURNITURE PLAN
A-131A FIRST FLOOR FURNITURE PLAN - AREA A
A-131B FIRST FLOOR FURNITURE PLAN - AREA B
A-131C FIRST FLOOR FURNITURE PLAN - AREA C
A-132 COMPOSITE SECOND FLOOR FURNITURE PLAN
A-132A SECOND FLOOR FURNITURE PLAN - AREA A
A-132B SECOND FLOOR FURNITURE PLAN - AREA B
A-132C SECOND FLOOR FURNITURE PLAN - AREA C
E-001 COMPOSITE FIRST FLOOR PLAN KLAXON COVERABE
E-002 COMPOSITE SECOND FLOOR PLAN KLAXON COVERAGE
AIRCRAFT MAINTENANCE FACILITY/PART STORAGE
A-201 FLOOR PLAN
A-204 SPECIAL WALL PLAN
A-205 SECURITY PLAN
A-210 EXTERIOR ELEVATIONS
A-215 BUILDING SECTIONS
A-220 PERSPECTIVES
A-230 FURNITURE PLAN
FAMILY VISITATION CENTER
A-301 FLOOR PLAN
A-304 SPECIAL WALL PLAN
A-305 SECURITY PLAN
A-310 EXTERIOR ELEVATIONS
A-315 BUILDING SECTIONS
A-320 PERSPECTIVES
A-330 FURNITURE PLAN
A-340 PLAYGROUND
B533 ECHO 7 ENTRY CONTROL POINT
A-501 FLOOR PLANS
A-510 ELEVATIONS
TELECOMMUNICATIONS
T01 TELECOMMUNICATIONS SITE PLAN
T30 TELECOMMUNICATIONS RISERS
T31 TELECOMMUINICATIONS RISERS
O F6
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PLATTEVIEW ROAD
HI
GH
W
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HA
RL
AN
LE
W
IS
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OA
D
CUNNINGHAM ROAD
FAIRVIEW
ROAD
CAPEHART ROAD NOT TO SCALE
VICINITY MAP
N
OMAHA, NEBRASKA
CORNHUSKER ROAD
CAPEHART HOUSING
CAPEHART ROAD
DODGE STREET
INTERSTATE 80
MISSOURI RIVER
HIGHWAY 75
BELLEVUE, NEBRASKA
OFFUTT AFB
25TH STREET
PROJECT
LOCATION
B533 ECHO 7 ECP
CONTRACTOR
PARKING/STAGING
PROJECT LOCATION NC3
ALERT FACILITY,
AIRCRAFT
MAINTENANCE/PARTS
STORAGE FACILITY AND
FAMILY VISITATION
CENTER
USSTRATCOM
GATE
CONTRACTOR ACCESS ROUTE
TEMPORARY ROAD BY OTHERS (N.I.C.)
NOTE: ALL WORK
IN THIS PROJECT
WILL BE
CONSTRUCTED
INSIDE A
CONSTRUCTION
ZONE.
OFFUTT BASE MAP
1 1000'1000' 500'SCALE: 1" = 1000'-0"
N
B500
FUTURE ADJACENT MDO FACILITY
SHEET ID
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8"DR
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UGP
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PAVEMENT
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5" PC CONCRETE SIDEWALK
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5" REINFORCED PC CONCRETE PAVEMENT
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5" ASPHALTIC CONCRETE PAVEMENT
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TYPE III BARRICADE
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SIGN
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BUILDING
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FENCE
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PARKING STALL COUNT
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5" SOLID LINES
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5" SKIP (BROKEN) LINES
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PAVEMENT MARKINGS
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DRILL AND EPOXY NO. 5 X 1'-6" TIE BARS AT 3' CENTERS
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AutoCAD SHX Text REMOVALS BUILDING TO BE REMOVED PAVEMENT/SIDEWALK TO BE REMOVED WATER LINE GAS LINE POWER LINE STORM SEWER SANITARY SEWER REMOVE POWER POLE REMOVE MANHOLE REMOVE INFORMATION SIGN REMOVE GRATE INLET
AutoCAD SHX Text GRADING CONTOUR FUTURE CONTOUR CONTOUR WETLANDS AREA NOT TO BE DISTURBED FILL AREA STABILIZED ACCESS ROAD VEGETATED BUFFER STRIP SILT FENCE LEVEL TERRACE INTERCEPTOR SWALE INTERCEPTOR DIKE RIDGE FLOW PATH SPOT ELEVATION DRAINAGE AREA NAME DRAINAGE AREA RUNOFF COEFFICIENT LIMITS OF CONSTRUCTION, GRADING, CLEARING & GRUBBING AND REMOVALS DRAINAGE BASIN DELINEATION DRAINAGE SUB BASIN DELINEATION TIME OF CONCENTRATION DRAINAGE PATH PIPE NUMBER WATTLE VEHICLE TRACKING PAD TEMPORARY SEEDING STRAW HAY BALE SLOPE PROTECTION PERMANENT SEEDING INLET PROTECTION
AutoCAD SHX Text GENERAL ABBREVIATIONS ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT BOC BACK OF CURB BACK OF CURB BOSW BACK OF WALK BACK OF WALK BOP BOTTOM OF PIPE BOTTOM OF PIPE BOW BOTTOM OF WALL BOTTOM OF WALL CATV CABLE TELEVISION CABLE TELEVISION CF CUBIC FOOT CUBIC FOOT CL CENTERLINE CENTERLINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CP CONTROL POINT CONTROL POINT CY CUBIC YARD CUBIC YARD DIA DIAMETER DIAMETER DIP DUCTILE IRON PIPE DUCTILE IRON PIPE E EAST EAST ELEV. ELEVATION ELEVATION EOG EDGE OF GRAVEL EDGE OF GRAVEL FES FLARED END SECTION FLARED END SECTION FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FH FIRE HYDRANT FIRE HYDRANT FL FLOWLINE FLOWLINE G GAS GAS GB GRADE BREAK GRADE BREAK HP/LP HIGH POINT/LOW POINT HIGH POINT/LOW POINT HORIZ HORIZONTAL HORIZONTAL I.E. INVERT ELEVATION INVERT ELEVATION LF LINEAR FEET LINEAR FEET MH MANHOLE MANHOLE ME MATCH MATCH N NORTH NORTH N.T.S. NOT TO SCALE NOT TO SCALE PC POINT OF CURVATURE POINT OF CURVATURE PI POINT OF INTERSECTION POINT OF INTERSECTION PL PROPERTY LINE PROPERTY LINE PT POINT OF TANGENCY POINT OF TANGENCY PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE P.V.C. POINT OF VERTICAL CURVE POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY POINT OF VERTICAL TANGENCY X 1020.12 SPOT ELEVATION RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE ROW RIGHT OF WAY RIGHT OF WAY S SOUTH SOUTH SF SQUARE FEET SQUARE FEET SS SANITARY SEWER SANITARY SEWER ST STORM STORM STA STATION STD STANDARD STANDARD T TELEPHONE TELEPHONE TOC TOP OF CURB TOP OF CURB TOF TOP OF FOUNDATION TOP OF FOUNDATION TOG TOP OF GRADE TOP OF GRADE TOI TOP OF ISLAND TOP OF ISLAND TOP TOP OF PAVEMENT TOP OF PAVEMENT TOW TOP OF WALL TOP OF WALL TYP. TYPICAL TYPICAL VERT VERTICAL VERTICAL W WEST WEST WQCV WATER QUALITY CAPTURE VOLUMEWATER QUALITY CAPTURE VOLUME
AutoCAD SHX Text W
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TS
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STB
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SP
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PS
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IP
AutoCAD SHX Text **FOR CONTROL POINTS AND BENCHMARK REFER TO THE ORIGINAL TOPO SHEET IN THIS SET OF PLANS**
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AutoCAD SHX Text C=0.44
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EXISTING LEGEND
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FENCE
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WATER
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TELEPHONE
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STORM SEWER
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SANITARY SEWER
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OVERHEAD POWER
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GAS
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TREE LINE
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ELECTRIC
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BUILDING
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GRAVEL AND DIRT EDGE
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AC UNIT
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BENCHMARK
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BOLLARD
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CONTROL POINT
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DOWN SPOUT
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ELECTRIC MANHOLE
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ELECTRIC PEDESTAL
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ELECTRIC PULLBOX
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ELECTRIC TRANSFORMER
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FLARED END SECTION
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GAS METER
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GRATE INLET
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GUY
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LIGHT POLE
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POWER POLE
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R.R. CROSSING ARM
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SANITARY CLEANOUT
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SANITARY MANHOLE
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SEPTIC TANK
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SIGN
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STOP SIGN
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STORM MANHOLE
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STORM PIPE END
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TELEPHONE MANHOLE
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TELEPHONE PEDESTAL
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TRAFFIC SIGNAL
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WELL
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DS
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CO
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1.18 AC
2A
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SAN SAN SAN
SAN SAN SAN
SAN SAN
SAN
ABANDONED IN
PLACE
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PLACE
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PLACE
4' C
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OF 20-27
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INVERT ELEVATION = 959.38
24"
18" 24"
7' C
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EXERCISE
EQUIPMENT
EXERCISE
EQUIPMENT
STANDING WATER (FROZEN)
BUILDING 531
STATION 10
CHIN UPS
8" D
IAMETER
3' TALL
4" D
IAMETER
4' TALL
13" D
IAMETER
6" T
ALL
12" D
IAMETER
1.25' TALL
12" D
IAMETER
1' TALL
6" D
IAMETER
3' TALL
3" D
IAMETER
2' TALL
9" D
IAMETER
4' TALL
10" D
IAMETER
4' TALL
4" D
IAMETER
4' TALL
4" D
IAMETER
4' TALL
BLAST SHIELD
SHUTOFF
4" D
IAMETER
4' TALL
4" D
IAMETER
4' TALL
TR
AI
LE
R
GUARD SHACK
F.F.E. =968.279
GUARD SHACK
BLAST SHIELD BLAST SHIELD
IH 20-21 A
NORTHING = 490739.313
EASTING = 2767966.151
ELEVATION = 965.030
5/8" R
EABR W
ITH ALUMINUM CAP
FLOW IN
DICATOR VALVE
RIM = 968.240
102" A
RCH RCP SE = 957.540
102" A
RCH RCP NW = 957.440
CORPS GIS SHOWS BOTH SANITARY
AND STORM SEWER IN
THE SAME
AREA
INVERT = 955.366
MATERIAL = RCP
DIMAETER = 42"
INVERT = 955.157
MATERIAL = RCP
DIMAETER = 42"
12" R
CP NE = 963.460
12" R
CP SW = 963.410
12" R
CP NW = 962.034
12" R
CP SE = 961.884
RIM = 966.99
10" P
VC NW = 956.35
10" P
VC S = 956.96
RIM = 966.36
10" P
VC N = 957.33
8" P
VC SE = 957.56
RIM = 960.772
8" C
LAY NW = 952.672
8" P
VC SE = 952.722 RIM = 962.08
6" P
VC SE = 953.87
6" P
VC NW = 953.84
COMMCOMMCOMMCOMM
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W
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RIM = 968.461
6" P
VC NW = 964.872
8" P
VC SE = 959.963
8" P
VC NE = 958.905
8" P
VC SW = 959.282
8" P
VC NNW = 958.9799" D
IAMETER
4' TALL
4" D
IAMETER
7' TALL
RIM = 970.17
8" S = 961.50
RIM = 970.48
10" S E= 946.71
10" W = 946.61
8" N = 959.72
RIM = 974.11
10" E = 946.43
10" S = 946.33
RIM = 964.57
10" E = 948.18
10" N W= 948.08
RIM = 961.52
10" N E= 949.26
10" W = 949.16
RIM = 962.14
10" E = 949.78
10" S W= 949.62
8" N W= 953.57
RIM = 962.00
8" S E= 954.22
RIM = 962.90
10" N E= 951.00
10" W = 950.90
RIM = 965.41
10" N E= 951.97
10" S W= 951.87
10" N W=
952.94
10" S W=
952.84
RIM = 966.56
24" N E= 959.43
24" S W= 959.43
RIM = 965.92 18"
SW= 960.46 24"
NE= 959.30 76"
NW= 957.96 76"
SE= 957.96
RIM = 966.39
18" N E= 961.13
RIM = 967.11
24" S E= 959.74
24" N W= 959.74
RIM = 966.58
72" N E= 957.77
72" S W= 957.77
24" N W= 959.58
36" S E= 958.27
RIM = 966.86
36" N W= 958.44
36" S E= 958.44
RIM = 968.70
72" N E= 957.56
72" S W= 957.56
18" N W= 962.06
18" S E= 962.06
RIM = 969.30
18" S E= 962.76
RIM = 968.97
18" N W= 962.76
RIM = 968.88
18" N W= 962.30
RIM = 968.87
18" S E= 962.30
RIM = 968.61
72" N E= 957.10
72" S W= 957.10
18" N W= 961.60
18" S E= 961.60
RIM = 966.77
18" S E= 961.92
RIM = 966.51
72" N E= 956.86
72" S W= 956.86
18" N W= 961.36
18" S E= 961.36
RIM = 966.78
18" N W= 961.92
RIM = 966.32
72" N E= 956.79
96" S E= 956.79
60" N W= 956.79
RIM = 965.31 30"
SW= 957.92 30"
NE= 957.92
RIM = 965.03
30" N E= 957.74
96" N W= 956.03
24" S W= 958.28
96" S E= 956.03
RIM = 965.45
24" N E= 958.46
24" W = 958.46
RIM = 965.61
96" N E= 955.97
120" S W= 955.97
GG
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US Army Corps of Engineers ®
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NOTE: PROJECT OF71 IS UNDER CONSTRUCTION.
CONSTRUCTION OF OF71 PROJECT IS SCHEDULED TO BE
COMPLETED PRIOR TO CONSTRUCTION OF THIS NC3 ALERT
CAMPUS PROJECT. FIELD VERIFY EXISTING SITE
CONDITIONS PRIOR TO CONSTRUCTION.
SURVEY NOTES
1) GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND
REFER TO THE NORTH AMERICAN DATUM of 1983 (NAD 83) STATE
PLANE COORDINATE SYSTEM FOR: NEBRASKA 2600. THEY ARE
BASED ON CONTROL POINT IH 16-03 A.
2) ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO
THE NATIONAL AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
3) TOPOGRAPHY IS DERIVED FROM GPS/RTK AND TOTAL STATION
SURVEY METHODS.
FIELD SURVEY DATES:
USACE - FEBRUARY 2020. (INSIDE SECURE AREA FENCE)
LAMP RYNEARSON - NOVEMBER 18, 2020
LAMP RYNEARSON - DECEMBER 8, 2020
LAMP RYNEARSON - FEBRUARY 24, 2021
4) CONTOUR INTERVAL IS 1 US SURVEY FOOT.
5) COMBINED GRID FACTOR IS: 1 / 0.999636032.
6) ALL UTILITIES WERE LOCATED BY SURFACE INDICATION.
7) MANHOLES THAT DO NOT HAVE INVERT INFORMATION ARE FULL OF
WATER.
8) ALL CHAIN LINK FENCES HAVE BARBED WIRE ON TOP.
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BUTLER BOULEVARD
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C O
M M
COMMCOMMCOMMCOMMCOMM
CI
E
E
SD SDSD SD SD SD SD SD SD SD SD SD SD
CP
CP
SD
E E
E E
E E
LP
G
LP
G LP
G
LPGLPGLPGLPG
SAN SAN SAN
SAN SAN
ABANDONED IN
PLACE
8' C
HA
IN
L
IN
K
FE
NC
E
MW
G G
T
G G
G G
G
UNK
UNK
UNK
G
G
G
G
D
FF
FF
F
FF
F
F
CP
M M F
M
M
M M M M
FMMM
PB
PBM
M
INVERT ELEVATION = 959.38
24"
18" 24"
7' C
HA
IN
L
IN
K
FE
NC
E
8' C
H
AI
N L
IN
K
FE
N
C E
8' CHAIN LINK FENCE
BUTLER BOULEVARD
BUTLER BOULEVARD
N
IG
H
TW
AT
C
H A
VE
N
U E
N
IG
H
TW
AT
C
H A
VE
N
U E
LOOKING GLASS AVENUE
PB
PB
PB
PB
PB
BUTLER BOULEVARD
T
T
N
IG
H
TW
AT
C
H A
VE
N
U E
G
EXERCISE
EQUIPMENT
EXERCISE
EQUIPMENT
UNKNOWN UTILITY
UNKNOWN UTILITY
BUILDING 531
STATION 10
CHIN UPS
8" D
IAMETER
3' TALL
4" D
IAMETER
4' TALL
13" D
IAMETER
6" T
ALL
12" D
IAMETER
1.25' TALL
12" D
IAMETER
1' TALL
6" D
IAMETER
3' TALL
3" D
IAMETER
2' TALL
9" D
IAMETER
4' TALL
10" D
IAMETER
4' TALL
4" D
IAMETER
4' TALL
4" D
IAMETER
4' TALL
TR
AI
LE
R
GUARD SHACK
F.F.E. =968.279
GUARD SHACK
BLAST SHIELD BLAST SHIELD
IH 20-21 A
NORTHING = 490739.313
EASTING = 2767966.151
ELEVATION = 965.030
5/8" R
EABR W
ITH ALUMINUM CAP
FLOW IN
DICATOR VALVE
FLOW IN
DICATOR VALVE
RIM = 968.240
102" A
RCH RCP SE = 957.540
102" A
RCH RCP NW = 957.440
CORPS GIS SHOWS BOTH SANITARY
AND STORM SEWER IN
THE SAME
AREA
INVERT = 955.366
MATERIAL = RCP
DIMAETER = 42"
INVERT = 955.157
MATERIAL = RCP
DIMAETER = 42"
RIM = 968.710
12" R
CP NE = 963.460
12" R
CP SW = 963.410
RIM = 968.606
12" R
CP SE = 961.856
RIM = 969.134
12" R
CP NW = 962.034
12" R
CP SE = 961.884
RIM = 966.99
10" P
VC NW = 956.35
10" P
VC S = 956.96
RIM = 966.36
10" P
VC N = 957.33
8" P
VC SE = 957.56
RIM = 960.772
8" C
LAY NW = 952.672
8" P
VC SE = 952.722
COMMCOMMCOMMCOMM
CO
M
M
CO
M
M
CO
M
M C
O M
M C
O M
M C
O M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
CC
C
C
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
GGGGGGGG
G
GGGGGGGG
G G
G G
G G
G G
G G
G
G
G G
G G
G G
G G
G
G
G
SA
N
SA
N
SA
N
SAN
SAN
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SAN
S
S
S
S
S
S
S
S
S
SAN SAN SAN SAN SAN SAN SAN SAN
SAN
E
S
SDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D D
D
D
D D
D D
D D
D D
D D
D D
D
RIM = 968.461
6" P
VC NW = 964.872
8" P
VC SE = 959.963
8" P
VC NE = 958.905
8" P
VC SW = 959.282
8" P
VC NNW = 958.9799" D
IAMETER
4' TALL
4" D
IAMETER
7' TALL
RIM = 970.17
8" S = 961.50
RIM = 970.48
10" S E= 946.71
10" W = 946.61
8" N = 959.72
RIM = 974.11
10" E = 946.43
10" S = 946.33
RIM = 964.57
10" E = 948.18
10" N W= 948.08
RIM = 961.52
10" N E= 949.26
10" W = 949.16
RIM = 962.14
10" E = 949.78
10" S W= 949.62
8" N W= 953.57
RIM = 962.00
8" S E= 954.22
RIM = 962.90
10" N E= 951.00
10" W = 950.90
RIM = 965.41
10" N E= 951.97
10" S W= 951.87
RIM = 966.56
24" N E= 959.43
24" S W= 959.43
RIM = 967.11
24" S E= 959.74
24" N W= 959.74
RIM = 966.58
72" N E= 957.77
72" S W= 957.77
24" N W= 959.58
36" S E= 958.27
RIM = 966.86
36" N W= 958.44
36" S E= 958.44
RIM = 968.70
72" N E= 957.56
72" S W= 957.56
18" N W= 962.06
18" S E= 962.06
RIM = 969.30
18" S E= 962.76
RIM = 968.97
18" N W= 962.76
RIM = 968.88
18" N W= 962.30
RIM = 968.87
18" S E= 962.30
RIM = 968.61
72" N E= 957.10
72" S W= 957.10
18" N W= 961.60
18" S E= 961.60
RIM = 966.77
18" S E= 961.92
RIM = 966.51
72" N E= 956.86
72" S W= 956.86
18" N W= 961.36
18" S E= 961.36
RIM = 966.78
18" N W= 961.92
RIM = 965.31 30"
SW= 957.92 30"
NE= 957.92
RIM = 965.03
30" N E= 957.74
96" N W= 956.03
24" S W= 958.28
RIM = 965.45
RIM = 965.61
96" N E= 955.97
120" S W= 955.97
G
COMM
C O
M M
C O
M M
C O
M M
COMM
C
C
12" W
12" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
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C H
EC
KE
D B
Y:
x
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
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C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
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C R
IP
TI
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2 4 6 8 10 12 14 16 18 20
P
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AH
A
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TR
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#3
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A, N
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GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO: LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
3-
N C
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PU
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(F Y1
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(S G
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C-104
SI
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SITE KEYNOTES
1. PC CONCRETE PAVEMENT WITH INTEGRAL
CURB AND GUTTER
2. PC CONCRETE SIDEWALK
3. CONSTRUCT SECURITY FENCE
4. CONSTRUCT FENCE
5. CONSTRUCT BOLLARD LIGHTS
6. CONSTRUCT LOW POLE LIGHTING
7. CONSTRUCT SECURITY TURNSTILE. SEE
ARCHITECTURAL PLANS
8. CONSTRUCT RETAINING WALL
9. CONSTRUCT VOLLEYBALL COURT
10. CONSTRUCT BASKETBALL COURT
11. OPPD POWER SWITCH APPROXIMATE
LOCATION
12. DUMPSTER LOCATION
13. CONSTRUCT RUNNING TRACK PER PT TEST
SLOPE REQUIREMENTS(755 LF = 17 MILE)
14. CONSTRUCT TIE BARS
15. CONSTRUCT BUILDING. SEE ARCHITECTURAL
PLANS
16. CONSTRUCT ADA COMPLIANT SIDEWALK RAMP
17. CONSTRUCT PAVEMENT MARKING
18. CONSTRUCT STANDARD HANDICAP PARKING
STALL
19. CONSTRUCT VAN ACCESSIBLE HANDICAP
PARKING STALL
20. CONSTRUCT SWING GATE
21. CONSTRUCT PC CONCRETE TRANSFORMER
PAD
22. PLAYGROUND AREA, SEE A-340 FOR DETAILS
23. COORDINATE THE LOCATION OF THE DROPPED
CURB WITH THE OF71 CONTRACTOR
24. PROVIDE AND INSTALL BENCH
25. PROVIDE AND INSTALL TRASH CAN
26. PROVIDE AND INSTALL BIKE RACK
27. OPPD FURNISHED TWO HEAD POLE, TYPE 3
DISTRIBUTION
28. OPPD FURNISHED SINGLE HEAD POLE, TYPE 3
DISTRIBUTION
29. CONSTRUCT PC CONCRETE MICROGRID
TRANSFORMER PAD
30. CONSTRUCT PC CONCRETE MICROGRID
SMART SWITCH PAD
SITE LAYOUT PLAN GENERAL NOTES:
1. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING
A FAA 7460 PERMIT FOR THE NEW BUILDING AND
COORDINATING ALL AIRSPACE ISSUES AND
PERMITTING WITH THE OFFUTT AIR FORCE BASE
AIRFIELD MANAGER.
2. CONTRACTOR SHALL COORDINATE LOCATION OF
ANY NECESSARY OFFICE TRAILERS, PARKING AREAS,
OR DELIVERY AREAS (INCLUDING NECESSARY
UTILITIES) OUTSIDE OF THE TEMPORARY
CONSTRUCTION FENCE WITH OFFUTT AFB PRIOR TO
CONSTRUCTION.
NOTE: PROJECT OF71 IS UNDER CONSTRUCTION.
CONSTRUCTION OF OF71 PROJECT IS SCHEDULED TO
BE COMPLETED PRIOR TO CONSTRUCTION OF THIS
NC3 ALERT CAMPUS PROJECT. FIELD VERIFY EXISTING
SITE CONDITIONS PRIOR TO CONSTRUCTION.
O F6
0_ C
-1
.d w g
AutoCAD SHX Text
VAN ACCESSIBLE
AutoCAD SHX Text
VAN ACCESSIBLE
AutoCAD SHX Text
VAN ACCESSIBLE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text K.P.1
AutoCAD SHX Text
TRI-K.P.1
AutoCAD SHX Text K.P.1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
GOV PARKING
AutoCAD SHX Text
GOV PARKING
AutoCAD SHX Text
GOV PARKING
AutoCAD SHX Text
BUTLER BOULEVARD
AutoCAD SHX Text
BUTLER BOULEVARD
AutoCAD SHX Text
NIGHTWATCH AVENUE
AutoCAD SHX Text B1100
AutoCAD SHX Text B1101
AutoCAD SHX Text B1102
AutoCAD SHX Text
TYPICAL
FUTURE MICROGRID LOCATION (BY OTHERS)
COMM
COMMCOMMCOMMCOMMCOMM
COMM
COMMCOMMCOMMCOMM
COMM
COMM
CB
EV
EV
PB
EV
PB
PB
EV
EV
EV
EVEV
EV
PB
EV
PBPB
PB
W
W
EV
PB
PB PB
PB
E
E
E
E E
PB
E
PB
D
C C
CP
C
CP
CP
C
C
C C C
MW
MW
CP
SAN
SDSD
LP
G
LP
G
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
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 E
E E
E
E E
E E EE
E E
E E
E
E
E
E
E
E
E
E
E
EE E E E E E E E E
E E
E
E
E
COMMCOMM
COMM COMM COMM COMM COMM COMM COMM
COMM COMM COMM COMM
COMM COMM COMM COMM
COMM
COMM
COMM COMM COMM
COMM COMM
COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM COMM COMM COMM COMM
COMM COMM
C O
M M
C O
M M
CO
M
M
C O
M M
C O
M M
C O
M M
COMM
C
O M
M
COMM COMM COMM COMM COMM
CO
M
M
COMM
COMM
COMM
COMM
CO
M
M C
O M
M C
O M
M
CO
M M
C O
M M
C O
M M
COMMCOMMCOMMCOMMCOMM
CI
E
E
SD SDSD SD SD SD SD SD SD SD SD SD SD
CP
CP
SD
E E
E E
E E
LP
G
LP
G LP
G
LPGLPGLPGLPG
SAN SAN SAN
SAN SAN
ABANDONED IN
PLACE
8' C
HA
IN
L
IN
K
FE
NC
E
MW
G G
T
G G
G G
G
UNK
UNK
UNK
G
G
G
G
D
FF
FF
F
FF
F
F
CP
M M F
M
M
M M M M
FMMM
PB
PBM
M
INVERT ELEVATION = 959.38
24"
18" 24"
7' C
HA
IN
L
IN
K
FE
NC
E
8' C
H
AI
N L
IN
K
FE
N
C E
8' CHAIN LINK FENCE
BUTLER BOULEVARD
BUTLER BOULEVARD
N
IG
H
TW
AT
C
H A
VE
N
U E
N
IG
H
TW
AT
C
H A
VE
N
U E
LOOKING GLASS AVENUE
PB
PB
PB
PB
PB
BUTLER BOULEVARD
T
T
N
IG
H
TW
AT
C
H A
VE
N
U E
G
EXERCISE
EQUIPMENT
EXERCISE
EQUIPMENT
UNKNOWN UTILITY
UNKNOWN UTILITY
BUILDING 531
STATION 10
CHIN UPS
8" D
IAMETER
3' TALL
4" D
IAMETER
4' TALL
13" D
IAMETER
6" T
ALL
12" D
IAMETER
1.25' TALL
12" D
IAMETER
1' TALL
6" D
IAMETER
3' TALL
3" D
IAMETER
2' TALL
9" D
IAMETER
4' TALL
10" D
IAMETER
4' TALL
4" D
IAMETER
4' TALL
4" D
IAMETER
4' TALL
TR
AI
LE
R
GUARD SHACK
F.F.E. =968.279
GUARD SHACK
BLAST SHIELD BLAST SHIELD
IH 20-21 A
NORTHING = 490739.313
EASTING = 2767966.151
ELEVATION = 965.030
5/8" R
EABR W
ITH ALUMINUM CAP
FLOW IN
DICATOR VALVE
FLOW IN
DICATOR VALVE
RIM = 968.240
102" A
RCH RCP SE = 957.540
102" A
RCH RCP NW = 957.440
CORPS GIS SHOWS BOTH SANITARY
AND STORM SEWER IN
THE SAME
AREA
INVERT = 955.366
MATERIAL = RCP
DIMAETER = 42"
INVERT = 955.157
MATERIAL = RCP
DIMAETER = 42"
RIM = 968.710
12" R
CP NE = 963.460
12" R
CP SW = 963.410
RIM = 968.606
12" R
CP SE = 961.856
RIM = 969.134
12" R
CP NW = 962.034
12" R
CP SE = 961.884
RIM = 966.99
10" P
VC NW = 956.35
10" P
VC S = 956.96
RIM = 966.36
10" P
VC N = 957.33
8" P
VC SE = 957.56
RIM = 960.772
8" C
LAY NW = 952.672
8" P
VC SE = 952.722
COMMCOMMCOMMCOMM
CO
M
M
CO
M
M
CO
M
M C
O M
M C
O M
M C
O M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
CC
C
C
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
GGGGGGGG
G
GGGGGGGG
G G
G G
G G
G G
G G
G
G
G G
G G
G G
G G
G
G
G
SA
N
SA
N
SA
N
SA…
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