W912QR23R0036_Plans-0000.pdf

PDF 7 MB Posted Jun 9, 2023

Attached to: Roy P. Benavidez ARC and VMS FFR, Fort Bliss, El Paso, TX
Solicitation number: W912QR23R0036
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 29, 2023

This solicitation is for a design-build full facility restoration project for the Roy P. Benavidez U.S. Army Reserve Center and Vehicle Maintenance Shop located at Fort Bliss, El Paso, Texas. The estimated construction cost is between $10-25 million, and the NAICS code is 236220 with a size determination of $45 million. This is a two-phase 100% small business set-aside procurement issued by the Department of the Army Corps of Engineers Engineering District Louisville. Technical inquiries must be submitted through ProjNet by the specified deadline. Offerors must ensure active SAM registration and comply with representations and certifications through SAM.

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File	Type	Posted
Site Visit Sign-In Sheet (18 August 2023).pdf	PDF	Aug 18, 2023
W912QR23R0036-0001.pdf	PDF	Jun 28, 2023
W912QR23R0036_Specs-0000.pdf	PDF	Jun 9, 2023

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SHEET ID

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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US Army Corps of Engineers ®

G-001

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LOUISVILLE DISTRICT

03/09/2023

FORT BLISS, EL PASO, TX

ARMY RESERVE CENTER - DESIGN BUILD RFP

P2: 500369

CERTIFIED FINAL

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PN: 96023

ARCHITECTURE

1A-110 CONCEPTUAL FLOOR PLAN

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-201 LOCATION MAP

CIVIL

V-101 SITE SURVEY

V-105 SITE AERIAL IMAGERY

ARCHITECTURE

2A-110 CONCEPTUAL FLOOR PLAN

2Q R

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

09 June 2023

W912QR23R0036

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TRAINING

LOCATION MAP

STATE MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

TEXAS

EL PASO

COUNTY

PROJECT SITE

FORT BLISS

PROJECT LOCATION

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

GGG

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SAN SAN SAN SAN

SAN

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COMM

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BBBBBB

"UNITED STATES ARMY RESERVE"

BRICK MONUMENT SIGN

"623 REGIONAL SUPPORT"

SIGN

7' CHAIN LINK

FENCE

BB BB

BBFH

36" CMP

I.E.: 3986.82'

CLOGGED

36" CMP

O.E.: NOT FOUND

BBB B

DROP BOX INLET

RIM ELEV.:3975.88'

FL ELEV.: 3973.52'

15" RCP

O.E.: 3972.89'

18" RCP

I.E.: 3972.88'

18" RCP

O.E.: 3972.53'

18" RCP

O.E.: 3973.80'

18" RCP

I.E.: 3973.85'

DROP BOX INLET

RIM ELEV.:3984.14'

I.E.: 3980.57'

18" RCP

O.E.: 3972.94'

7' CHAIN LINK

FENCE

6' CHAIN LINK

FENCE

7' CHAIN LINK

FENCE

7' CHAIN LINK

FENCE

6' CHAIN LINK

FENCE

7' CHAIN LINK

FENCE

ASPHALT

" R

C P

" R

15" RCP

B B B

B B

BB B

B B B

B B B B B B

BBBB

B B B

COCO

EXISTING

BUILDING

EXISTING

BUILDING

GATE

ASPHALT

CONCRETE RAMP

CONCRETE

ASPHALT

CONCRETE

GRAVEL

CANOPY

FFE: 3978.33'

FFE: 3978.28'

FFE: 3978.24'

FFE: 3978.25'

FFE: 3978.29'

FFE: 3978.25'

FFE:

3982.22'

FFE:

3982.26'

FFE:

3982.24'

FFE:

3982.26'

DUMPSTER

EXISTING

BUILDING

BUILDING HEIGHT:

4009.09'

BUILDING HEIGHT:

4003.26'

BUILDING HEIGHT:

4003.23'

FFE:

3982.27'

FFE:

3982.28' FFE:

3982.19'

FFE:

3982.20'

FFE:

3982.28'

FFE:

3982.27'

CONCRETE

MONITORING

WELL

RIP RAP

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E E E E E E E E E E E E E E E E E

CURB INLET

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E E E

STEPS

GRAVEL

CP#2

CP#1

ASPHALT

OIL/WATER

SEPARATOR

GRAVEL

CANOPY

7' CHAIN LINK FENCE

G G

G G G G G G G

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SAN

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GGGGG

CP#3

CP#4

CP#5

ASPHALT

DROP BOX INLET

RIM ELEV.: 3979.98'

FL ELEV.: 3976.76'

DROP BOX INLET

RIM ELEV.: 3980.09'

FL ELEV.: 3976.79'

DROP BOX INLET

RIM ELEV.: 3980.52'

FL ELEV.: 3973.80'

SANITARY MANHOLE

RIM ELEV.: 3978.72'

FL ELEV.: 3972.92'

DROP BOX INLET

RIM ELEV.:3981.81'

I.E.: 3978.71'

SANITARY MANHOLE

RIM ELEV.: 3976.28'

FL ELEV.: 3970.20'

STORM MANHOLE

RIM ELEV.: 3976.83'

FL ELEV.: 3972.93'

SANITARY MANHOLE

RIM ELEV.: 3986.22'

FL ELEV.: 3979.50'

SANITARY MANHOLE

RIM ELEV.: 3981.58'

FL ELEV.: 3974.44'

SANITARY MANHOLE

RIM ELEV.: 3968.32'

FL ELEV.: 3965.96'

SANITARY MANHOLE

RIM ELEV.: 3966.46'

FL ELEV.: 3961.05'

DROP BOX INLET

RIM ELEV.: 3980.02'

FL ELEV.: 3977.47'

FFE:

3982.28'

STST

3980 39

WWWWWWWWWWWW

W W W W W W W W W W W W

WATERLINE

PER PLAN

NOT FIELD VERIFIED

WATERLINE

PER PLAN

NOT FIELD VERIFIED

PARKING STRIPES

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TRAINING50' 25' 0 50' 100' 150'

GRAPHIC SCALE: 1" = 50'

GENERAL SHEET NOTES

1. THE LOCATION OF THE UNDERGROUND AND ABOVE

GROUND UTILITIES SHOWN HEREON ARE BASED ON THE

FIELD LOCATION OF FOUND VISIBLE STRUCTURES OR AS

FLAGGED AND/OR PAINTED BY THEIR RESPECTIVE UTILITY

COMPANIES. SOME UTILITIES WERE PLACED PER PLANS

PROVIDED BY THE CLIENT AS SHOWN HEREON. OTHER

UTILITIES MAY EXIST, NO GUARANTEE IS EXPRESSED OR

IMPLIED AS TO THE ACTUAL LOCATION AND/OR EXISTENCE

OF SAID UNDERGROUND UTILITIES ON THIS SITE.

2. GPS NOTE:

75% OF THE SURVEY WAS PERFORMED USING

TRIMBLE-10 - DUAL FREQUENCY GPS UNITS UTILIZING REAL

TIME KINEMATIC SURVEYING TECHNIQUES WITH AN

UNADJUSTED PRECISION TO CONTROL POINTS BEING LESS

THAN 0.05' OR BEING GRATER THAN 1 : 10,000.

3. THIS IS NOT A BOUNDARY SURVEY. NOT TO BE RECORDED

OR USED FOR THE TRANSFER OF REAL PROPERTY. LOT

LINES ARE SHOWN FOR INDEXING PURPOSES ONLY AND

SHOULD NOT BE CONSTRUED TO BE TRUE AND ACCURATE.

ALL OF THE SUBJECT PROPERTY LINES ON LAND OWNED

BY THE U.S. GOVERNMENT.

4. FIELD SURVEY WAS COMPLETED ON JANUARY 12, 2022.

AMERICAN ENGINEERING INC,

65 ABERDEEN DRIVE

GLASCOW, KY 42141

Point Northing Easting Elevation Description

1 10683776.879 399806.889 3974.39 CP/IPCS

2 10683775.472 399495.838 3985.89 CP/IPCS

3 10683319.291 399522.828 3980.64 CP/IPCS

4 10683925.411 399800.808 3979.37 CP/IPCS

5 10683440.305 399457.140 3984.89 CP/IPCS

CONTROL POINT TABLE

BASIS OF BEARINGS & ELEVATIONS

THE BASIS OF BEARING SHOWN HEREON WERE BASED TEXAS

STATE PLANE COORDINATE SYSTEM NAD 83. ALL ELEVATIONS

SHOWN HERON WERE BASED ON NAVD 88 (GEOID 18). AS

OBSERVED VIA RTK BASED OFF OF AN OPUS SOLUTION.

JANUARY 2022.

1' INTERVALS

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TRAINING

50' 25' 0 50' 100' 150'

GRAPHIC SCALE: 1" = 50'

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139.60 SF

ALPHA

157.57 SF

BRAVO

120.33 SF

BRAVO

130.67 SF

CHARLIE

157.16 SF

CHARLIE

157.81 SF

DELTA

90.67 SF

DELTA

90.67 SF

MED UNIT 1

90.67 SF

MED UNIT 2

90.67 SF

TRANSPORTATION

137.41 SF

TRANSPORTATION

92.43 SF

ASA

144.86 SF

MED UNIT 3

203.63 SF

MED UNIT 3

127.23 SF

TANGO

90.67 SF

TANGO

90.67 SF

TANGO

90.67 SF

TANGO

90.67 SF

TANGO

90.67 SF

TANGO

90.67 SF

TANGO

90.67 SF

TANGO

90.67 SF

TANGO

90.67 SF

ALPHA

297.21 SF

KITCHEN

150.42 SF

FOOD

STORAGE

141.25 SF

MAIN TR

270.93 SF

ELECTRICAL

197.54 SF

SCULLERY

6112.32 SF

ADMINSTRATIVE

COMMON

3100.70 SF

ASSEMBLY

77.78 SF

ENTRY

318.24 SF

SHARED

OFFICE

149.17 SF

TANGO

1022.11 SF

ARMS VAULT

526.93 SF

MEN

357.55 SF

WOMEN

33.71 SF

JAN.

229.54 SF

RETENTION

204.87 SF

FAMILY

SUPPORT

330.47 SF

MED UNIT TRNG

& STG.

199.42 SF

LEARNING

CENTER

303.26 SF

BREAK AREA

528.05 SF

CLASSROOM

187.27 SF

ENTRY

162.94 SF

ENTRY

342.75 SF

TEAM ROOM

404.41 SF

CLASSROOM

1851.78 SF

CORRIDOR

LEGEND

ADMINSTRATIVE COMMON

ALPHA

ARMORER

ARMS VAULT

ASA

ASSEMBLY

BRAVO

BREAK AREA

CHAIR AND TABLE STORAGE

CHARLIE

CLASSROOM

CLOSET

CORRIDOR

DELTA

ELECTRICAL

ENTRY

FAC. MAINT. STG.

FAMILY SUPPORT

FIRE PUMP

FOOD STORAGE

JAN.

KITCHEN

LACTATION ROOM

LEARNING CENTER

MAIN TR

MECHANICAL

MED UNIT 1

MED UNIT 2

MED UNIT 3

MED UNIT TRNG & STG.

MEN

RETENTION

SCULLERY

SHARED OFFICE

STAGING

SUPPLY

TANGO

TEAM ROOM

TEAM ROOM (SIPR IN A BOX)

TRANSPORTATION

UNIT STORAGE

WOMEN

62.99 SF

ENTRY

392.32 SF

CLASSROOM

401.15 SF

CLASSROOM

649.76 SF

TEAM ROOM

387.61 SF

MECHANICAL

189.80 SF

FIRE PUMP

290.84 SF

CHAIR AND

TABLE

STORAGE

100.67 SF

SUPPLY

85.18 SF

ARMORER

287.85 SF

TEAM ROOM

(SIPR IN A BOX)

6479.66 SF

UNIT STORAGE

100.67 SF

SUPPLY

942.20 SF

STAGING

100.67 SF

SUPPLY

100.67 SF

SUPPLY

100.67 SF

SUPPLY

100.17 SF

SUPPLY

100.03 SF

SUPPLY

100.17 SF

SUPPLY

48.42 SF

81.48 SF

LACTATION

ROOM

109.24 SF

FAC. MAINT.

STG.

48.61 SF

CLOSET

856.75 SF

MECHANICAL

714.60 SF

CORRIDOR

60' - 0"

19' - 7" 26' - 0" 12' - 7"

BUILDING ADDITION

EXISTING BUILDING

INDICATES NEW WORK.

INDICATES EXISTING TO REMAIN.

INDICATES CAGE. CAGE IS

APPROXIMATELY 8'-0" WIDE WITH 2'-0"

DEEP SHELVING UNITS MAX. TO AVOID

BACK TO BACK SHELVING.

GRAPHIC SCALE:

16' 08' 32' 48'16'

1/16"GRAPHIC SCALE: = 1'-0"

SHEET ID

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SCALE: 1/16" = 1'-0"

CONCEPTUAL FLOOR PLAN

ARCHITECTURAL LEGEND

2Q R

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2671.08 SF

OMS/AMSA

WORK BAYS

138.10 SF

FLAM.

STORAGE

79.04 SF

FLUID DIST.

255.94 SF

OMS TOOL

PARTS/STORAGE

217.79 SF

MEN'S

TOILETS

179.47 SF

AMSA TOOL

ROOM

181.68 SF

AMSA PARTS

ROOM

406.10 SF

EQUIP.

ALCOVE

482.71 SF

OPEN ADMIN

2396.65 SF

WORKSHOP

665.01 SF

BAY SAFE

AISLE (8'

WIDE)

132.49 SF

CONTROLLED

WASTE

STORAGE

115.37 SF

BATTERY

ROOM

186.21 SF

WOMEN'S

TOILETS

105.74 SF

ELEC

408.37 SF

MECHANICAL/

CUSTODIAL

C O

R R

49.99 SF

VEST.

LEGEND

AMSA PARTS ROOM

AMSA TOOL ROOM

BATTERY ROOM

BAY SAFE AISLE (8' WIDE)

CONTROLLED WASTE STORAGE

CORRIDOR

ELEC

EQUIP. ALCOVE

FLAM. STORAGE

FLUID DIST.

JAN

MECHANICAL/ CUSTODIAL

MEN'S TOILETS

OFFICE

OMS TOOL PARTS/STORAGE

OMS/AMSA WORK BAYS

OPEN ADMIN

TELECOM

VEST.

WOMEN'S TOILETS

WORKSHOP

169.20 SF

EQUIP.

ALCOVE

37.92 SF

VEST.

43.45 SF

JAN

117.02 SF

OFFICE

117.02 SF

OFFICE

49.61 SF

TELECOM

37.92 SF

VEST.

SATS CANOPY

20' - 0"

INDICATES NEW WORK.

INDICATES EXISTING TO REMAIN.

INDICATES CAGE. CAGE IS

APPROXIMATELY 6'-6" WIDE WITH 2'-0"

DEEP SHELVING UNITS MAX. TO AVOID

BACK TO BACK SHELVING.

04'8' 16' 24'8'

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

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

CONCEPTUAL FLOOR PLAN

ARCHITECTURAL LEGEND

VEHICLE MAINTENANCE SHOP RENOVATION OPTION -

ALL WORK ASSOCIATED WITH THE

VEHICLE MAINTENANCE SHOP RENOVATION AS INDICATED

ON THE DRAWINGS

SHALL BE BID AS AN OPTION.

REFER TO BID SCHEDULE

2Q R

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FORT BLISS ARMY RESERVE CENTER

GENERAL

G-001 COVER SHEET

G-201 LOCATION MAP

SITE SURVEY

V-101 SITE SURVEY

V-105 SITE AERIAL IMAGERY

TRAINING CENTER

1A-110 CONCEPTUAL FLOOR PLAN

VEHILCE MAINTENANCE SHOP

2A-110 CONCEPTUAL FLOOR PLAN

File details come from the government source that posted it. Updated Jun 9, 2023.