FY20PN92594CG101.pdf

PDF 871 KB Posted Mar 13, 2020

Attached to: PN 92594 SOF Operations Support Facility Federal contract opportunity
Solicitation number: W912PM
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation requests proposals for the construction of an Operations Support Facility at Fort Bragg, North Carolina. The scope of work includes construction of a 36,000 square foot facility to sensitive compartmented information standards, comprising offices, conference rooms, training areas, medical facilities, latrines, mechanical and electrical rooms, and supporting site work. Information systems, security systems, fire protection, and energy monitoring will be provided. The facility requires an elevator, backup power systems, raised floors, redundant chillers, security systems including intrusion detection and CCTV, and sound attenuation. Exterior work includes utilities, parking, drives, drainage, landscaping and signage. Comprehensive interior design services are required. The resultant contract will be firm-fixed price, with a performance period not to exceed 540 calendar days. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Wilmington.

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Other files for this federal contract opportunity

Other files attached to PN 92594 SOF Operations Support Facility, newest first.
File	Type	Posted
PN92594_0005_Technical Summary of Changes.pdf	PDF	Apr 3, 2020
PN 92594_RTA SPECS_VOL 01.pdf	PDF	Apr 3, 2020
PN92594_W912PM19R00210005.pdf	PDF	Apr 3, 2020
FY20PN92594A101.pdf	PDF	Mar 31, 2020
FY20PN92594A-531.pdf	PDF	Mar 31, 2020
FY20PN92594A-402.pdf	PDF	Mar 31, 2020
FY20PN92594A-602.pdf	PDF	Mar 31, 2020
FY20PN92594A-412.pdf	PDF	Mar 31, 2020
FY20PN92594A-601.pdf	PDF	Mar 31, 2020
PN92594_W912PM19R00210004.pdf	PDF	Mar 26, 2020
PN92594_0003_Technical Summary of Changes.pdf	PDF	Mar 25, 2020
PN92594_W912PM19R00210003.pdf	PDF	Mar 25, 2020
FY20PN92594IN601.pdf	PDF	Mar 13, 2020
FY20PN92594A-101.pdf	PDF	Mar 13, 2020
FY20PN92594A-410.pdf	PDF	Mar 13, 2020
FY20PN92594T504.pdf	PDF	Mar 13, 2020
01 33 00.00 37 Submittal Register.pdf	PDF	Mar 13, 2020
60584960 Table of Contents.pdf	PDF	Mar 13, 2020
FY20PN92594IN102.pdf	PDF	Mar 13, 2020
FY20PN92594S-001.pdf	PDF	Mar 13, 2020
FY20PN92594L-101.pdf	PDF	Mar 13, 2020
FY20PN92594T101.pdf	PDF	Mar 13, 2020
10 44 16.pdf	PDF	Mar 13, 2020
FY20PN92594T102.pdf	PDF	Mar 13, 2020
FY20PN92594M-501.pdf	PDF	Mar 13, 2020
FY20PN92594M-503.pdf	PDF	Mar 13, 2020
08 33 23.pdf	PDF	Mar 13, 2020
03 45 00.pdf	PDF	Mar 13, 2020
FY20PN92594IN101.pdf	PDF	Mar 13, 2020
FY20PN92594TA501.pdf	PDF	Mar 13, 2020
PN 92594_RTA SPECS_VOL 05 (Amend0001).pdf	PDF	Mar 3, 2020
Technical Summary of Changes to W912PM19R0021-0001_pn92594.pdf	PDF	Mar 3, 2020
Site Visit Sign In Roster 92594 .pdf	PDF	Mar 3, 2020
PN 92594_RTA SPECS_VOL 01 (1).pdf	PDF	Feb 21, 2020
PN 92594_RTA SPECS_VOL 04 (1).pdf	PDF	Feb 21, 2020
PN92594_RTA_PLANS_vol1of2 (1).pdf	PDF	Feb 21, 2020
J&A W912PM19R0021 (PN92594) Chillers.pdf	PDF	Feb 21, 2020
PN 92594_RTA SPECS_VOL 03 (1).pdf	PDF	Feb 21, 2020
PN 92594_RTA SPECS_VOL 05 (1).pdf	PDF	Feb 21, 2020
PN92594_RTA_PLANS_vol2of2 (1).pdf	PDF	Feb 21, 2020
NAVFAC_USACE PPQ.pdf	PDF	Feb 21, 2020
NAVFAC_USACE PPQ.pdf	PDF	Feb 14, 2020
PN 92594_RTA SPECS_VOL 02 (1).pdf	PDF	Feb 14, 2020
PN 92594_RTA SPECS_VOL 04 (1).pdf	PDF	Feb 14, 2020
PN92594_RTA_PLANS_vol2of2 (1).pdf	PDF	Feb 14, 2020
PN92594_RTA_PLANS_vol1of2 (1).pdf	PDF	Feb 14, 2020
PN 92594_RTA SPECS_VOL 03 (1).pdf	PDF	Feb 14, 2020
PN 92594_RTA SPECS_VOL 01 (1).pdf	PDF	Feb 14, 2020
PN 92594_RTA SPECS_VOL 05 (1).pdf	PDF	Feb 14, 2020
J&A W912PM19R0021 (PN92594) Chillers.pdf	PDF	Feb 14, 2020

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WgB

GdB

ETLANDS BDY

100' WETLANDS

BUFFER

BUILDING

CONC. WALK

BUILDING

P A

V E

R S

EXISTING PARKING

A S

P H

A L T

ASPHALT

A S

P H

A L T

EXISTING

PARKING LOT

EXISTING ASPHALT

PARKING LOT

CANOPY

A S

P H

A L T

GATE

C O

N C

A L K

BUILDING 3352

EXISTING ASPHALT

PARKING LOT

D2-HW

E X

I S

T I N

C C

O A

A S

P H

A L T

C O

N C

A L K

M H

STORMWATER

MANAGEMENT

POND

BIORETENTION

POND

(3) CONC. PADS

FOR CHILLER

FFE: 236.5'

CONC. PAD FOR

TRANSFORMER

FFE: 234.0'

MATCH

EXISTING

235.50

234.55

235.50

235.00

235.95

236.05

236.20

236.30

238.50

238.55

238.00

239.00

239.30

240.65

240.00

235.50

235.50 235.50

231.60

231.70

232.00

233.15

231.60

230.90

232.70

232.55

233.45

238.20

231.95

237.00

237.65

237.00

231.00

230.70

238.80

231.65

231.50

237.75

232.95

236.00

230.95

229.00

228.75

231.85

232.60

237.00

234.70

240.50

CONC. PAD FOR

GENERATOR

FFE: 231.5'

LIMITS OF CONSTRUCTION

230 229.5

233 234

228226

231 231.40

SECURITY FENCE

M A

L V

E S

T I

M A

L V

E S

A4-DI

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

-3.0:1

2.98%

5.00%

2.22%

2.80%

LIMITS OF CONSTRUCTION

L I M

S T

R U

C T

I O

L I M

N S

T R

U C

T I O

LIMITS OF CONSTRUCTION

EXISTING

ELEC. BOX

A1-D1

A2-MH

A3-DI

A5-HW

C1-OCS

C2-HW

D1-OCS

233.95

2.88%

FLUME

L I M

S T

R U

C T

I O

231.75

235.65

238.30

240.10

BUILDING 3352

M A

L V

E S

C O

N C

A L K

L I M

S T

R U

C T

I O

SITE GRADING PLAN

SCALE: 1" = 30'

SEE THIS SHEET

MATCHLINE

SEE THIS SHEET

MATCHLINE

SEE PARTIAL PLAN THIS SHEET

MATCHLINE

TREE NOTES

BASED ON DISCUSSION WITH USACE ON 5/6/19, THE OWNER

WILL PROVIDE INSTRUCTIONS FOR THE GC TO SUPPLY AND

PLANT 70 TREES OFFSITE WITHIN A 20 MILE RADIUS OF THE

PROJECT LOCATION IN ACCORDANCE WITH THE DD1391, 50

DECIDUOUS TREES AND 20 CONIFERS; SITE TO BE

DETERMINED BY CONTRACTING OFFICER.

REFER TO THE MOST CURRENT FORT BRAGG

INSTALLATION DESIGN GUIDE AND, SPECIFICALLY, USE THE

PRACTICAL PLANTINGS TABLE FOUND IN SECTION 3.2.4

LANDSCAPE ELEMENTS REQUIREMENT.

FOR BIDDING PURPOSES, USE THE RED MAPLE FOR THE

DECIDUOUS TREE AND THE AMERICAN HOLLY FOR THE

CONIFER.

CONTRACTOR SHALL COORDINATE WITH THE CLIENT WHO

SHALL HAVE THE OVERALL SELECTION REGARDING

ACTUAL LOCATIONS AND LANDSCAPE PLANTING.

JSOC OPS

SUPPORT BUILDING

± 17,090 S.F.

2-STORY

FFE: 236.00'

(SEE ARCH. PLANS)

FFE

281 EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

FINISHED FLOOR ELEVATION

JUNCTION BOX

CATCH BASIN

DROP INLET

CO SANITARY CLEAN-OUT

EXISTING DRAINAGE PIPING

EXISTING DROP INLET

PROPOSED DRAINAGE PIPING

PROPOSED DROP INLET

LIMITS OF CONSTRUCTION

LEGEND

PVMT. MATCH LINE

GRADING & STORM DRAINAGE NOTES:

1. CONTRACTOR SHALL GRADE THE SITE AS SHOWN AND

REPORT ANY ISSUES TO THE CONTRACTING OFFICER.

2. CONTRACTOR SHALL GRADE ALL AREAS TO TRANSITION

APPROPRIATELY AND TIE IN TO THE EXISTING GRADE.

3. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE

AND THE AREA IMMEDIATELY SURROUNDING THE SITE

WHICH AFFECT OPERATIONS SHALL BE CONTINUALLY AND

EFFECTIVELY DRAINED DURING ALL PHASES OF

CONSTRUCTION.

4. ALL STORM DRAINAGE PIPES SHALL HAVE THEIR JOINTS

WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL

EXTEND 1 FOOT PAST THE JOINT. FILTER FABRIC SHALL

HAVE AN OVERLAP OF 18 INCHES.

5. ALL EXISTING MANHOLES WITHIN THE LIMITS OF

CONSTRUCTION SHALL BE RAISED OR LOWERED TO MATCH

THE NEW FINISHED GRADES.

6. TRENCH BOXES SHALL BE USED TO INSTALL STORM

DRAINAGE LINES AROUND EXISTING TREES TO REMAIN. NO

FILL FROM THE EXCAVATIONS SHALL BE STOCKPILED WITHIN

THE DRIP LINE OF THE TREES TO REMAIN.

7. EXISTING STORM DRAINAGE PIPE TO BE KEPT SEPARATE

FROM NEW STORM DRAINAGE NETWORK.

8. THE SITE SHALL BE GRADED TO PROVIDE POSITIVE

DRAINAGE AWAY FROM ALL NEW BUILDINGS AND SITE

STRUCTURES.

9. ROOF/FOUNDATION DRAIN COLLECTORS SHALL BE SIZED AS

SHOWN ON CG PLANS. ALL ROOF/FOUNDATION DRAINS AND

COLLECTORS SHALL HAVE A MINIMUM 1.00% SLOPE. ROOF

DRAINS SHALL HAVE A MINIMUM 1.0 FT OF COVER AND

FOUNDATION DRAINS SHALL HAVE A MINIMUM OF 2.42 FT OF

COVER.

10. CLEANOUTS SHALL BE PROVIDED ON ALL ROOF DRAINS

WHERE THE PIPE MAKES A TURN OF 45 DEGREES OR

SHARPER.

280.00

PROPOSED CONCRETE

F Y

N C

G D

W G

H M

S K

H M

S I T

R A

D I N

L A

CG101

EXISTING BUILDING

PROPOSED BUILDING

SITE GRADING PARTIAL PLAN

SCALE: 1" = 30'

ADDITIONAL NOTES

SURVEY STANDARDS USED: NAD83 NORTH AROLINA STATE

PLANE US FOOT; NAVD 88 VERTICAL GEOID12B LAST DAY

OF SURVEY, 1-11-2019.

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4

5 6

7 8 9 10

SHEET ID

US Army Corps of Engineers

UNCLASSIFIED//FOR OFFICIAL USE ONLY

T M

A E

C O

E R

V I C

E S

I N

F F

E R

S O

R O

A N

O K

I R

G I N

O R

N G

I N

E E

R S

W I L

M I N

G T

T R

I C

W I L

M I N

G T

O N

O R

O L

I N

-1

C A

T E

G O

F I L

A M

A N

S I

P M

F O

G G

O R

O L

I N

S O

P E

R A

T I O

I L

I T

READY TO ADVERTISE

UNCLASSIFIED//FOR OFFICIAL USE ONLY

LOWE ENGINEERS, LLC.

REG. # P-1582

E V

I S

O R

D A

N C

I T

M E

N D

M E

AutoCAD SHX Text

SECURITY FENCE

AutoCAD SHX Text

GRAPHIC SCALE: 1 INCH = 30 FEET

Sheets and Views

CG101

File details come from the government source that posted it. Updated Mar 13, 2020.