W912PL-19-R-0034_Solicitation_Plans.pdf

PDF 29 MB Posted Jul 31, 2019

Attached to: MQ-9 FY-19 MQ-9 Ground Control Station (GCS) Operations Facility and FY-19 Operations and Command Center Facility, Creech Air Force Base, Nevada
Solicitation number: W912PL-19-R-0034
Issued by: Department of the Army Corps of Engineers Engineering District Los Angeles

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File	Type	Posted
MQ-9__site_visit_sign-in.pdf	PDF	Aug 23, 2019
W912PL-19-R-0034_Amendment0003.pdf	PDF	Aug 22, 2019
W912PL-19-R-0034_Amendment0002_Volume2.zip	ZIP file	Aug 20, 2019
W912PL-19-R-0034_Amendment0002_Volume1.pdf	PDF	Aug 20, 2019
W912PL-19-R-0034_Amendment0001.pdf	PDF	Aug 14, 2019
W912PL-19-R-0034_Solicitation_SpecificationVolume1.pdf	PDF	Jul 31, 2019
W912PL-19-R-0034_Solicitation_SpecificationVolume2.pdf	PDF	Jul 31, 2019

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US Army Corps of Engineers ®

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MQ-9 OPERATIONS and COMMAND CENTER FACILITY and GROUND CONTROL

STATION OPERATION FACILITY

CREECH AIR FORCE BASE, NEVADA

RTA DB-RFP SUBMITTAL

04 JUN 2019

PN:LKTC203101

LKTC203102

SHEET INDEX

SHEET NAME

G-001 COVER SHEET

G-002 AERIAL SITE

G-003 SITE LOCATION

V-101 EXISTING CONDITIONS

V-102 EXISTING CONDITIONS

V-201 TOPOGRAPHIC SURVEY

V-202 TOPOGRAPHIC SURVEY

CD101 DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103 UTILITY DEMOLITION PLAN

CS101 SITE PLAN

CS102 SITE PLAN

CU101 UTILITY PLAN

CU102 UTILITY PLAN

A-101 OPERATIONS AND COMMAND CENTER FACILITY - OVERALL FIRST FLOOR PLAN

A-102 OPERATIONS AND COMMAND CENTER FACILITY - OVERALL SECOND FLOOR PLAN

A-121 OVERALL ROOF PLAN

A-201 BUILDING ELEVATIONS

A-202 BUILDING ELEVATIONS AND WALL SECTION

A-401 GROUND CONTROL STATION OPERATION FACILITY -

ALTERNATE FIRST FLOOR ENLARGED AREA

A-601 DOOR SCHEDULE

A-901 EXTERIOR RENDERING

A-902 EXTERIOR PERSPECTIVES

I-101 OPERATIONS AND COMMAND CENTER FACILITY-

OVERALL FIRST FLOOR FURNITURE PLAN

I-102 OPERATIONS AND COMMAND CENTER FACILITY-

OVERALL SECOND FLOOR FURNITURE PLAN

I-103 OPERATIONS AND COMMAND CENTER FACILITY - INTERIOR FINISH SCHEDULE

I-104 OPERATIONS AND COMMAND CENTER FACILITY - RAISED ACCESS FLOOR LOCATIONS

I-401 GROUND CONTROL STATION OPERATION FACILITY -

ALTERNATE FIRST FLOOR FURNITURE ENLARGED AREA

GENERAL - 3 Sheets

SURVEY - 4 Sheets

CIVIL - 7 Sheets

ARCHITECTURE - 9 Sheets

INTERIOR - 5 Sheets

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LEGEND

ABBREVIATIONS

SCALE:

25' 50' 100'

1" = 50' - 0"

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OPTION 1: ADDITION OF SOUTH PARKING LOT INCLUDING

DRAINAGE AND CONNECTION ELEMENTS SUCH AS

TURNSTILE, SIDEWALK, 6" CURB AND LIGHTING.

OPTION 2: ADDITION OF CONCRETE CENTRAL COURTYARD

AND 18" SEATWALL WITH CONCRETE COPING.

OPTION 3: ADDITION OF BRICK PAVER CENTRAL COURTYARD

AND 18" SEATWALL WITH LIMESTONE COPING

NOTE:

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AutoCAD SHX Text AC ASPHALT CONCRETE ASPHALT CONCRETE BLDG BUILDING BUILDING COMM COMMUNICATIONS COMMUNICATIONS CONC CONCRETE CONCRETE EP EDGE OF PAVEMENT EDGE OF PAVEMENT EX EXISTING EXISTING FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FL FLOW LINE FLOW LINE HH HANDHOLE HANDHOLE MH MANHOLE MANHOLE SD STORM DRAIN STORM DRAIN S/W SIDEWALK SIDEWALK TC TOP OF CURB TOP OF CURB TYP. TYPICALTYPICAL

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AutoCAD SHX Text THE TRENCH WIDTH SHOWN IS CONCEPTUAL. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE TRENCH WIDTH REQUIRED TO INSTALL EACH UTILITY.

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LOCATION MAP - N.T.S

PROJECT SITE MAP - N.T.S

PROJECT

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MAIN GATE

STATE MAP - N.T.S

NOTES:

1. CONSTRUCTION CONTRACTORS, ALL COMMERCIAL VEHICLES AND VEHICLES LARGER

THAN PICKUP TRUCKS MAY ALL ACCESS THE BASE THROUGH THE MAIN GATE.

2. UPON ARRIVAL AT THE SECURITY GATE, ALL VEHICLES OCCUPANTS WILL BE REQUIRED TO

SHOW IDENTIFICATION BEFORE ENTERING THE BASE. A PICTURE IDENTIFICATION SUCH

AS A DRIVER'S LICENSE WILL BE REQUIRED. ADDITIONAL SECURITY REQUIREMENTS

MAY ALSO BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE TO FULFILL ALL

REQUIREMENTS NECESSARY TO OBTAIN ACCESS.

3. SPEED LIMIT: UNLESS OTHERWISE POSTED, THE SPEED LIMITS ON BASE IS 25 MPH. BASE

HOUSING AREAS AND FLIGHTLINE IS 15 MPH.

4. ALL TRUCKS MUST HAVE COMPANY NAME LOGOS ON THE DOOR SIDES.

5. NO PRIVATELY OWNED VEHICLES (POV) ALLOWED WITHIN THE CONSTRUCTION SITE.

6. THE CONTRACTOR SHALL VERIFY THE WORKING HOURS WITH THE BASE SECURITY.

PERSONNEL CANNOT SHOW UP AT THE GATE WITHOUT PRIOR NOTIFICATION FOR ACCESS

AND EXPECT TO GAIN ACCESS. VERBAL ACCESS CANNOT BE PROVIDED.

7. ADDITIONAL ACCESS INFORMATION IS INCLUDED IN APPENDIX A - CREECH AFB

REQUIREMENTS and GUIDANCE.

8. POINT OF CONTACT:

8.1. BASE OPERATOR - (702) 652-1110

8.2. VISITOR CONTROL CENTER / PASS & REGISTRATION - (702) 404-3694

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AutoCAD SHX Text THIS FIELD WORK FOR THIS SURVEY WAS PERFORMED ON JANUARY 07-09, 2019. THE CONDITIONS SHOWN HEREON DEPICT THE CONDITIONS ON THE DAY(S) THE FIELD WORK WAS COMPLETED. MICHAEL BAKER INTERNATIONAL WILL NOT BE LIABLE FOR ANY CHANGE IN CONDITIONS. VERIFICATION OF EXISTING CONDITIONS AFTER THE DATE OF THIS FIELD WORK SHALL BE THE RESPONSIBILITY OF OTHERS. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS, OR VISIBLE EVIDENCE AND, THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH WAS NOT KNOWN AT THE TIME OF THE SURVEY. VERIFICATION OF THE LOCATIONS AND/OR EXISTENCE OF UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES, SHOWN OR NOT SHOWN, SHALL BE THE RESPONSIBILITY OF OTHERS. 1) COORDINATE DATA AS SHOWN HEREON IS IN THE NEVADA COORDINATE DATA AS SHOWN HEREON IS IN THE NEVADA STATE PLANE COORDINATE SYSTEM, NEVADA EAST ZONE 2701, (NAD 83) 2) EXISTING TOPOGRAPHIC FEATURES AS SHOWN HEREON EXISTING TOPOGRAPHIC FEATURES AS SHOWN HEREON PROVIDED BY THE CLIENT. THE CERTIFYING SURVEYOR ASSUMES NO LIABILITY AS TO THE ACCURACY THEREOF 3) CONTRACTOR TO VERIFY ALL CONTROL PRIOR TO CONTRACTOR TO VERIFY ALL CONTROL PRIOR TO CONSTRUCTION LAYOUT PROJECT DATUM: NAVD 88 PROJECT BENCHMARK: NGS POINT DESIGNATION "Q 407" ELEVATION: FEET = 3146.66' (NAVD88)

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GROUND PENETRATING RADAR (GPR) WAS PERFORMED BY C-BELOW ON FEBRUARY 04-06, 2019 USING APWA AND CGA MARKING METHODS

B-1217

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AutoCAD SHX Text 26,918,694.080

AutoCAD SHX Text 633,365.111

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AutoCAD SHX Text 26,916,820.424

AutoCAD SHX Text 632,873.805

AutoCAD SHX Text 3,095.66

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GROUND PENETRATING RADAR (GPR) WAS PERFORMED BY C-BELOW ON FEBRUARY 04-06, 2019 USING APWA AND CGA MARKING METHODS

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PROJECT BENCHMARK:

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GROUND PENETRATING RADAR:

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POINT #

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NORTHING

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EASTING

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ELEVATION

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AutoCAD SHX Text 622,403.254

AutoCAD SHX Text 3,146.66

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AutoCAD SHX Text 631,523.522

AutoCAD SHX Text 3,093.26

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AutoCAD SHX Text 26,918,694.080

AutoCAD SHX Text 633,365.111

AutoCAD SHX Text 3,091.95

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AutoCAD SHX Text 26,916,820.424

AutoCAD SHX Text 632,873.805

AutoCAD SHX Text 3,095.66

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GROUND PENETRATING RADAR (GPR) WAS PERFORMED BY C-BELOW ON FEBRUARY 04-06, 2019 USING APWA AND CGA MARKING METHODS

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N B-1109

B-1014

SATELLITE

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B-1007

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FFE 3094.41

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CONCRETE

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CULVERT

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REMOVE EXISTING GENERATOR & FUEL STORAGE TANK

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REMOVE EXISTING CONCRETE PAD AND UTILITY STRUCTURE

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REMOVE EXISTING AC FOR UTILITY TRENCHING

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REMOVE EXISTING FENCE FOR VEHICULAR ACCESS GATE INSTALLATION

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REMOVE EXISTING CURB AND GUTTER FOR DRIVEWAY INSTALLATION

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REMOVE EXISTING CONCRETE SIDEWALK FOR DRIVEWAY INSTALLATION

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SEE CD102 FOR UTILITY DEMOLITION.

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SCALE: 1"=30'

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REMOVE EXISTING AC

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REMOVE VEHICULAR ACCESS GATES

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REMOVE EXISTING AC FOR UTILITY TRENCHING

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REMOVE EXISTING CURB AND GUTTER FOR DRIVEWAY INSTALLATION

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SEE CD103 FOR UTILITY DEMOLITION.

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EXISTING CONCRETE

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SATELLITE

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CD103

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1. SEE CD101 & CD102 FOR PAVEMENT SEE CD101 & CD102 FOR PAVEMENT DEMOLITION. 2. CONTRACTOR TO REMOVE ALL BENDS, CONTRACTOR TO REMOVE ALL BENDS, FITTINGS, VALVES, BOXES, AND OTHER APPURTENANCES ASSOCIATED WITH UTILITIES SHOWN TO BE DEMOLISHED.

SATELLITE

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CONSTRUCTION NOTES

LEGEND

AC TRENCH REPAIR

OPTION 1: ADDITION OF SOUTH PARKING LOT INCLUDING

DRAINAGE AND CONNECTION ELEMENTS SUCH AS

TURNSTILE, SIDEWALK, 6" CURB AND LIGHTING.

OPTION 2: ADDITION OF CONCRETE CENTRAL COURTYARD

AND 18" SEATWALL WITH CONCRETE COPING.

OPTION 3: ADDITION OF BRICK PAVER CENTRAL COURTYARD

AND 18" SEATWALL WITH LIMESTONE COPING

NOTE:

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CONCRETE SIDEWALK

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INSTALL FENCE

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INSTALL CURB AND GUTTER

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OPTION 1: SEE DETAILS BELOW.

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COURTYARD AND SEATWALL. SEE OPTIONS 2 AND 3 BELOW FOR DETAILS.

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TURNSTILE

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UTILITY TRENCH AC REPAIR. SEE NOTE 1 BELOW.

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AC PAVEMENT

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STORM DRAIN

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LID BASIN

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CONCRETE PAD FOR MONUMENT

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VEHICULAR ACCESS GATE

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HEADWALL WITH RIP RAP

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PROPANE TANK PADS

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LANDSCAPE CURB

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INSTALL 6" CURB

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TIE INTO EXISTING FENCE

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EX ELEC MH

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EX COMM MH

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PROPOSED AC

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PROPOSED CONC

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EXISTING AC

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SAWCUT EXISTING ASPHALT

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EXISTING BITUMINOUS PAVEMENT

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EXISTING BASE

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FULL AC SECTION WITH TACK COAT

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AGGREGATE BASE

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OPTIONS 2 & 3

OPTION 1

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CONSTRUCTION NOTES

NOTE:

AC TRENCH REPAIR

LEGEND

OPTION 1: ADDITION OF SOUTH PARKING LOT INCLUDING

DRAINAGE AND CONNECTION ELEMENTS SUCH AS

TURNSTILE, SIDEWALK, 6" CURB AND LIGHTING.

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TURNSTILE

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CONNECT SIDEWALK TO EXISTING

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UTILITY TRENCH AC REPAIR. SEE NOTE 1 BELOW.

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AC PAVEMENT

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CURB RAMP

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STORM DRAIN

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LID BASIN

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LANDSCAPE CURB

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CURB AND GUTTER SEE NOTE 2 BELOW

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STRIPE PAVEMENT

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1. THE TRENCH WIDTH SHOWN IS CONCEPTUAL. THE THE TRENCH WIDTH SHOWN IS CONCEPTUAL. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE TRENCH WIDTH REQUIRED TO INSTALL EACH UTILITY. 2. COORDINATE CURB AND GUTTER ELEVATIONS TO COORDINATE CURB AND GUTTER ELEVATIONS TO PROVIDE POSITIVE DRAINAGE FOR RUNOFF COMING FROM VOODOO ROAD. STORM DRAIN INLETS OR UNDER SIDEWALK DRAINS MAY BE REQUIRED TO DRAIN LOW POINTS ALONG THE CURB AND GUTTER.

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SAWCUT EXISTING ASPHALT

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EXISTING BITUMINOUS PAVEMENT

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EXISTING BASE

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FULL AC SECTION WITH TACK COAT

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AGGREGATE BASE

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PROPOSED AC

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NOTE:

OPTION 1: ADDITION OF SOUTH PARKING LOT INCLUDING

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TURNSTILE, SIDEWALK, 6" CURB AND LIGHTING.

LEGEND

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AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text (2)

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

AutoCAD SHX Text (3)

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text (3)

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

SCALE: 1"=30'

AutoCAD SHX Text

SCALE 1"=30'

AutoCAD SHX Text

PROPOSED WATER

AutoCAD SHX Text

PROPOSED SEWER

AutoCAD SHX Text

PROPOSED ELECTRICAL

AutoCAD SHX Text

PROPOSED COMM

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

PIV

AutoCAD SHX Text

CONNECT TO EXISTING SEWER MANHOLE

AutoCAD SHX Text

SEWER CLEANOUT

AutoCAD SHX Text

DOMESTIC METER & BFP

AutoCAD SHX Text

PROPOSED FIRE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

FDC & BFP IN MECHANICAL ROOM

AutoCAD SHX Text

BOLLARDS

AutoCAD SHX Text

OPTION 1: PARKING LOT LIGHTING ELEC FEED

AutoCAD SHX Text

EX ELEC MH

AutoCAD SHX Text

EX COMM MH

AutoCAD SHX Text

PROPANE TANKS

AutoCAD SHX Text

PROPOSED PROPANE

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

PROTECT IN PLACE

AutoCAD SHX Text

AutoCAD SHX Text THE TRENCH WIDTH SHOWN IS CONCEPTUAL. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE TRENCH WIDTH REQUIRED TO INSTALL EACH UTILITY.

AutoCAD SHX Text

OPTION 1

AutoCAD SHX Text

PROPOSED WATER

AutoCAD SHX Text

PROPOSED FIRE

AutoCAD SHX Text

PROPOSED SEWER

AutoCAD SHX Text

PROPOSED STORM DRAIN

AutoCAD SHX Text

PROPOSED ELEC

AutoCAD SHX Text

PROPOSED COMM

PROPOSED PROPANE

B-1219

FFE 3094.36

VOODOO ROAD

LIMITS OF CONSTRUCTION

LIM

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RTA DB-RFP SUBMITTAL

US Army Corps of Engineers ®

SHEET ID

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I N

E E

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D R

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S I G

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MATCHLINE SEE SHEET 13 - CU101

UTILITY NOTES

NOTE:

OPTION 1: ADDITION OF SOUTH PARKING LOT INCLUDING

DRAINAGE AND CONNECTION ELEMENTS SUCH AS

TURNSTILE, SIDEWALK, 6" CURB AND LIGHTING.

LEGEND

CU102

U T

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AutoCAD SHX Text

AutoCAD SHX Text (3095)

AutoCAD SHX Text

EX TRASH ENCLOSURE

AutoCAD SHX Text

SCALE: 1"=30'

AutoCAD SHX Text

SCALE 1"=30'

AutoCAD SHX Text

PROPOSED SEWER

AutoCAD SHX Text

CONNECT TO EXISTING SEWER MANHOLE

AutoCAD SHX Text

OPTION 1: PARKING LOT LIGHTING ELEC FEED

AutoCAD SHX Text

AutoCAD SHX Text THE TRENCH WIDTH SHOWN IS CONCEPTUAL. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE TRENCH WIDTH REQUIRED TO INSTALL EACH UTILITY.

AutoCAD SHX Text

OPTION 1

AutoCAD SHX Text

PROPOSED SEWER

AutoCAD SHX Text

PROPOSED STORM DRAIN

PROPOSED ELEC

1058 SF

SQ1

SOC

1189 SF

READY

ROOM

479 SF

LOCKER

ROOM

350 SF

GCS 10

350 SF

GCS 9

350 SF

GCS 8

350 SF

GCS 7

350 SF

GCS 6

350 SF

GCS 4

350 SF

GCS 3

350 SF

GCS 2

350 SF

GCS 1

350 SF

SPARE

GCS 1

350 SF

SIM.

GCS 2

350 SF

SIM.

GCS 1

350 SF

GCS 5

350 SF

SPARE

GCS 2

350 SF

SIM.

GCS 3

350 SF

SIM.

GCS 4

1075 SF

MECHANICAL

1186 SF

SERVER

1058 SF

SQ2

SOC

306 SF

UPS

726 SF

LOBBY

450 SF

ADMIN.

OFFICES

357 SF

OFFICES

456 SF

ELECTRICAL

625 SF

SQ1

SOC

SUPPORT

625 SF

SQ2

SOC

SUPPORT

1034 SF

CORR.

71 SF

ELEV.

71 SF

VEST.57 SF

MEN

58 SF

WOM.

57 SF

MEN

58 SF

WOM.

100 SF

VEST.

191 SF

STAIR 2

AREA LEGEND

GENERAL USE

SQUADRON 1

SQUADRON 2

SUPPORT

194 SF

MENS

210 SF

WOMENS

74 SF

CORR.

74 SF

CORR.

374 SF

CORR.

374 SF

CORR.

OPEN

ABOVE

170' - 8"

93 SF

102A

STAIR

1635 SF

COMM.

MAINT.

2 3 4 5 6 7 8

A-401

28 SF

JAN.

80 SF

103A

NIPR

ROOM

-18"-12"

MDP

820 818

ATS

MDP

ATS

137A

100B

100A

137B

103A

10' - 0"

1' - 4"

21' - 6" 21' - 6" 14' - 5" 21' - 6" 22' - 0" 21' - 6" 23' - 3" 22' - 4"

1' - 4"

4' - 0"

-18"-12"

CELL PHONE

LOCKERS (48 TOTAL)

DOUBLE TIER

METAL LOCKERS

(258 TOTAL)

HDPE CHANGING

PARTITIONS

SOLID SURFACE

COUNTER TOP ISLAND

STC 50 SOUND RATED WALL

EXTENDS TO ROOF STRUCTURE

ABOVE AND EXTENDS TO

CONCRETE SLAB BELOW ALL

RAISED ACCESS FLOOR

SCIF PERIMETER

1-HOUR RATED WALL

RAISED FLOOR

(18" DEPRESSED SLAB, U.N.O.)

BUILDING GSF CALCULATION

FIRST FLOOR = 20,860

SECOND FLOOR = 17,601

TOTAL = 38,461 GSF

US Army Corps of Engineers ®

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SCALE: 1/8" = 1'-0"

OPERATIONS AND COMMAND CENTER FACILITY - OVERALL FIRST FLOOR PLAN

SCALE:

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

NOTE:

WITH EXCEPTION OF THE ENLARGED FLOOR PLAN CALLED OUT THE GROUND

CONTROL STATION OPERATIONS FACILITY HAS THE SAME FLOOR PLAN BUT

HAS BEEN ROTATED AND MIRRORED TO ACCOMMODATE THE SITE LAYOUT

M A

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426 SF

COMMAND

OFFICE

2565 SF

MASS

BRIEFING

325 SF

BUNKING

568 SF

MECH./ELEC.

435 SF

COMMAND

OFFICE

1031 SF

SOC

SUPPORT

932 SF

SOC

SUPPORT

238 SF

BREAKROOM

157 SF

FLT

OPS 1

129 SF

FLT

OPS 2

124 SF

FLT

OPS 3

116 SF

FLT

OPS 2

117 SF

FLT

OPS 3

139 SF

BRIEF 7

103 SF

BRIEF 3

103 SF

BRIEF 2

102 SF

BRIEF 1

120 SF

BRIEF 4

121 SF

BRIEF 6

121 SF

BRIEF 5

120 SF

BRIEF 8

139 SF

BRIEF 7

112 SF

BRIEF 3

104 SF

BRIEF 2

111 SF

BRIEF 4

121 SF

BRIEF 6

121 SF

BRIEF 5

120 SF

BRIEF 8

141 SF

FLT

OPS 5

124 SF

FLT

OPS 4

141 SF

FLT

OPS 5

124 SF

FLT

OPS 4

274 SF

SQ2

OFFICE

274 SF

SQ1

OFFICE

484 SF

LARGE

DEBRIEF

372 SF

COMMAND

ADMIN.

89 SF

COMM.

182 SF

MENS

441 SF

CORR.

875 SF

CORR.

920 SF

CORR.

484 SF

LARGE

DEBRIEF

71 SF

ELEV.

103 SF

BRIEF 1

180 SF

MENS

128 SF

WOMEN

367 SF

COMMAND

ADMIN.

100 SF

STOR.

191 SF

STAIR

128 SF

WOMENS

AREA LEGEND

GENERAL USE

SQUADRON 1

SQUADRON 2

SUPPORT

174 SF

CORR.

283 SF

CORR.

OPEN

BELOW

2" / 1'-0"

32 SF

200A

STAIR

2 3 4 5 6 7 8

121 SF

FLT

OPS 1

265 SF

CORR.

26 SF

JAN.

89 SF

ELEV.

EQUIP.

28 SF

JAN.

231A

231B

21' - 6" 21' - 6" 14' - 5" 21' - 6" 22' - 0" 21' - 6" 23' - 3" 22' - 4" 1' - 4"

DOUBLE SWING

EGRESS DOORS IN

OPERABLE PARTITION

STC 50 SOUND RATED WALL

EXTENDS TO ROOF STRUCTURE

ABOVE AND EXTENDS TO

CONCRETE SLAB BELOW ALL

RAISED ACCESS FLOOR

SCIF PERIMETER

1-HOUR RATED WALL

BUILDING GSF CALCULATION

FIRST FLOOR = 20,860

SECOND FLOOR = 17,601

TOTAL = 38,461 GSF

US Army Corps of Engineers ®

SHEET ID

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SCALE: 1/8" = 1'-0"

OPERATIONS AND COMMAND CENTER FACILITY - OVERALL SECOND FLOOR PLAN

SCALE:

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0" 16

M A

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2" / 1'-0"

STANDING SEAM METAL ROOF

ALUMINUM GUTTER

ALUMINUM SUNSHADE

US Army Corps of Engineers ®

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SCALE:

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

SCALE: 1/8" = 1'-0"

OVERALL ROOF PLAN

M A

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D E

S C

T I O

N D

1ST FLOOR

2ND FLOOR

14' - 0"

T.O. CMU WALL

(LOW)

13' - 4"

STANDING SEAM METAL

ROOF - COLOR:

SANDSTONE

ALUMINUM GUTTER

ALUMINUM

DOWNSPOUT

INSULATED METAL

WALL PANEL - COLOR:

SANDSTONE

CMU SMOOTH

FACE - COLOR: TAN

CMU SPLIT FACE -

COLOR: DARK BROWN

ALUMINUM STOREFRONT SYSTEM

RIDGE (LOW)

30' - 4" RIDGE

29' - 0"

RIDGE (MID.)

34' - 10"

RIDGE (HIGH)

42' - 2"

ALUMINUM SUNSHADE -

COLOR: DARK BRONZE

PRECAST

CONCRETE CAP

CMU SMOOTH FACE

BAND - COLOR: TAN

1'-0"

1ST FLOOR

2ND FLOOR

14' - 0"

T.O. CMU WALL

(LOW)

13' - 4"

STANDING SEAM

METAL ROOF -

COLOR: SANDSTONE

ALUMINUM GUTTER

ALUMINUM

DOWNSPOUT

INSULATED METAL

WALL PANEL -

COLOR: SANDSTONE

CMU SMOOTH

FACE - COLOR: TAN

CMU SPLIT FACE -

COLOR: DARK

BROWN

RIDGE (LOW)

30' - 4"RIDGE

29' - 0"

RIDGE (MID.)

34' - 10"

RIDGE (HIGH)

42' - 2"

ALUMINUM

SUNSHADE - COLOR:

DARK BRONZE

REVEAL

1'-0"

US Army Corps of Engineers ®

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SCALE: 1/8" = 1'-0"

NORTH ELEVATION

SCALE:

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION

M A

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1ST FLOOR

2ND FLOOR

14' - 0"

T.O. WALL

26' - 0"

STANDING SEAM

METAL ROOF -

COLOR: SANDSTONE

ALUMINUM GUTTER

ALUMINUM

DOWNSPOUT

INSULATED METAL

WALL PANEL - COLOR:

SANDSTONE

CMU SMOOTH FACE -

COLOR: TAN

CMU SPLIT FACE -

COLOR: DARK

BROWN

ALUMINUM

STOREFRONT

SYSTEM

RIDGE (LOW)

30' - 4"

RIDGE (HIGH)

42' - 2"

ALUMINUM

SUNSHADE - COLOR:

DARK BRONZE

PRECAST CONCRETE

CAP

REVEAL

CMU SMOOTH FACE

BAND - COLOR: TAN

1'-0"

BATT

INSUL.

4" CMU

VENEER

AIR / VAPOR

BARRIER

CONC. SLAB & FOOTING OVER

VAPOR BARRIER

1/2" AIR

SPACE

WEEP

HOLES

RIGID

INSULATION

FLASHING W/ DRIP

EDGE

EXTERIOR

GYPSUM

SHEATHING

6" METAL

STUD

INSULATED

METAL PANEL

THROUGH

WALL

FLASHING

GYPSUM

BOARD

GRID

STANDING SEAM METAL ROOF

METAL ROOF

DECKING

METAL SOFFIT

PANEL ON

FURRING

CHANNELS

RIGID INSULATION

TRANSITION

VARIES

1ST FLOOR

2ND FLOOR

14' - 0"

T.O. WALL

26' - 0"

STANDING SEAM

METAL ROOF -

COLOR: SANDSTONE

ALUMINUM

GUTTER

ALUMINUM

DOWNSPOUT

INSULATED METAL

WALL PANEL -

COLOR:

SANDSTONE

CMU SPLIT

FACE - COLOR:

DARK BROWN

CMU SMOOTH

FACE -

COLOR: TAN

RIDGE

29' - 0"

RIDGE (MID.)

34' - 10"

RIDGE (HIGH)

42' - 2"

PRECAST CONCRETE CAP

REVEAL

1'-0"

US Army Corps of Engineers ®

SHEET ID

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SCALE: 1/8" = 1'-0"

EAST ELEVATION

SCALE:

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

SCALE: 1" = 1'-0"

TYP. EXTERIOR WALL SECTION

SCALE:

6" 1' - 0" 2' - 0"

1" = 1' - 0"

SCALE: 1/8" = 1'-0"

WEST ELEVATION

M A

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AREA LEGEND

GENERAL USE

GROUP 1

SQUADRON 1

SQUADRON 2

SUPPORT

687 SF

EXEC.

AREA

434 SF

CMDR.

OFFICE

232 SF

CHIEF

OFFICE

244 SF

DEPT.

CMDR.

62 SF

MEN

62 SF

WOMEN

STC 50 SOUND RATED WALL

EXTENDS TO ROOF STRUCTURE

ABOVE AND EXTENDS TO

CONCRETE SLAB BELOW AND

RAISED ACCESS FLOOR

SCIF PERIMETER

US Army Corps of Engineers ®

SHEET ID

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