B1428 Drawings v3.pdf

PDF 7 MB Posted Jan 13, 2020

Attached to: DESIGN-BID-BUILD INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ) 8(a) FIRM FIXED PRICE MULTIPLE AWARD CONSTRUCTION CONTRACT, NAVAL AIR STATION (NAS) FORT WORTH, TEXAS
Solicitation number: N69450-20-R-0006
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 29, 2023

This package includes construction drawings and specifications for renovations to Building B1428 at Naval Air Station Fort Worth Joint Reserve Base in Fort Worth, Texas. The drawings show a site plan, utility details, and construction details. Renovations include installing new water and sewer lines, repairing sidewalks, removing landscaping, and patching asphalt.

The related federal contract opportunity is a solicitation for an Indefinite Delivery Indefinite Quantity (IDIQ) 8(a) Firm Fixed Price multiple award construction contract at Naval Air Station Fort Worth Joint Reserve Base. The North American Industry Classification System code is 236220 for commercial and institutional building construction. The small business size standard is $39.5 million. The Navy seeks construction services in the Fort Worth, Texas area managed by Naval Facilities Engineering Command Southeast. Work may also be required in other areas under Naval Facilities Engineering Command Southeast as approved. This procurement is being conducted as an 8(a) small business set-aside.

View the file

Other files

File	Type	Posted
N6945020R0006 0004.pdf	PDF	Feb 6, 2020
N6945020R0006 0003.pdf	PDF	Jan 23, 2020
N6945020R0006 0002.pdf	PDF	Jan 23, 2020
N6945020R0006 0001.pdf	PDF	Jan 13, 2020
N6945020R0006 v2.pdf	PDF	Dec 27, 2019
Exhibit F SECNAV 5512 Base Access v2.pdf	PDF	Dec 27, 2019
Exhibit D ProjNet How To Guide v2.pdf	PDF	Dec 27, 2019
B1428 Entire Building Renovation Design RFP v2.pdf	PDF	Dec 27, 2019
Exhibit A Construction and Design Experience Project Data Sheet v2.docx	DOCX document	Dec 27, 2019
Exhibit C Past Performance Questionnaire v2.docx	DOCX document	Dec 27, 2019
Exhibit G NAS FT Worth JRB Digital Access Request Form v2.pdf	PDF	Dec 27, 2019
Exhibit E AMAG Form v2.xls	XLS spreadsheet	Dec 27, 2019
B1428 Drawings v2.pdf	PDF	Dec 27, 2019
Exhibit B Safety Data Sheet v2.docx	DOCX document	Dec 27, 2019
DD1155 v2.pdf	PDF	Dec 27, 2019

Show all 15

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DERYK.JEREMY

.G.1515234590

Digitally signed by

DERYK.JEREMY.G.1515234590

Date: 2019.11.07 06:45:29 -05'00'

C O

M M

S A

C201

ISSUE FOR BID

JUNE 17, 2019

N A

V A

S E

N G

E R

C O

M M

A N

D S

O U

A S

R E

B U

R E

N O

V A

AutoCAD SHX Text

EQUIP PAD

AutoCAD SHX Text B1428

AutoCAD SHX Text B1427

AutoCAD SHX Text B1429

AutoCAD SHX Text B1425

AutoCAD SHX Text

ARNOLD AVE.

AutoCAD SHX Text

BURKE AVE.

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 7 AUGUST 2009

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC / B.L.T.L.

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

REVISE SEWER AND WATER

AutoCAD SHX Text 10/31/2019

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 15128693

AutoCAD SHX Text

AutoCAD SHX Text IF SHEET IS LESS THAN (22" x 34") IT IS A REDUCED PRINT, SCALE REDUCED ACCORDINGLY

AutoCAD SHX Text

CORE

AutoCAD SHX Text

NAVAL AIR STATION JACKSONVILLE

AutoCAD SHX Text

NAS FORT WORTH JRB

AutoCAD SHX Text

FORT WORTH, TEXAS

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

ANTHONY DISANTO

AutoCAD SHX Text

N69450-XX-C-XXXX

AutoCAD SHX Text 20'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 10'

AutoCAD SHX Text 40'

AutoCAD SHX Text 30'

AutoCAD SHX Text 50'

AutoCAD SHX Text

AutoCAD SHX Text TIE TO EXIST BRICK SAN. MANHOLE. CONTRACTOR TO VERIFY DEPTH (MIN. 4') AND SIZE PRIOR TO TIE. MORTAR SEAL THE CONNECTION. SEE DETAILS C1/C521.

AutoCAD SHX Text

WORK NOTES:

AutoCAD SHX Text GENERAL NOTES: 1. A SURVEY HAS NOT BEEN CONDUCTED FOR THIS SITE. A SURVEY HAS NOT BEEN CONDUCTED FOR THIS SITE. INFORMATION PROVIDED ON DRAWINGS WAS OBTAINED FROM GIS SOURCES AND SIZES AND DISTANCES ARE APPROXIMATE. 2. TOPOGRAPHIC INFORMATION NOT AVAILABLE AT THIS TIME. TOPOGRAPHIC INFORMATION NOT AVAILABLE AT THIS TIME. 3. EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES AND ARE FROM GIS SOURCES AND HAVE NOT BEEN VERIFIED FOR ACCURACY OR COMPLETENESS. ALL LIMITS OF WORK ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND PURCHASE OF MATERIALS. INVERTS AT SANITARY MANHOLE SHALL BE FIELD VERIFIED AND DESIGN CONFIRMED PRIOR TO CONSTRUCTION.

AutoCAD SHX Text SAWCUT EXISTING PAVEMENT. PROVIDE CONCRETE PATCH OVER INSTALLED UTILITY. SEE DETAILS A1-A3/C521.

AutoCAD SHX Text

AutoCAD SHX Text REMOVE TWO EXISTING TREES, CACTI, BUSHES. REMOVE ROOTS. REGRADE AND SOD OVER DISTURBED AREAS.

AutoCAD SHX Text

PLAN NORTH

AutoCAD SHX Text

REPAIR SIDEWALK W/4" PCC, 3,500 PSI. SEE DETAIL C3/C521.

AutoCAD SHX Text

AutoCAD SHX Text SAWCUT EXISTING PAVEMENT. PROVIDE CONCRETE PATCH OVER INSTALLED UTILITY AT WATER LEAK AREA. INSTALL 1 " PVC WATER LINE C900 DR19 (25 LF) TO B1428 W/ 12" PVC WATER LINE C900 DR19 (25 LF) TO B1428 W/ TAPPING SLEEVE AND VALVE. SEE DETAILS A1&C2/C521

AutoCAD SHX Text

AutoCAD SHX Text INSTALL CLEANOUT AND 83 LF OF 6" PVC (SDR 35) SAN SEWER @ MIN 1% SLOPE. SAWCUT EXISTING PAVEMENT AND PATCH. SEE DETAILS A1-A4 & C3/C521. SEE PLUMBING PLANS FOR CONTINUATION

AutoCAD SHX Text

USE CAUTION: APPROX. LOCATION OF EXISTING ELECTRIC AND GAS LINE CROSSING.

AutoCAD SHX Text

C521

ISSUE FOR BID

JUNE 17, 2019

N A

V A

S E

N G

E R

C O

M M

A N

D S

O U

A S

R E

B U

R E

N O

V A

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 7 AUGUST 2009

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC / B.L.T.L.

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

UTILITY DETAILS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 15128694

AutoCAD SHX Text

AutoCAD SHX Text IF SHEET IS LESS THAN (22" x 34") IT IS A REDUCED PRINT, SCALE REDUCED ACCORDINGLY

AutoCAD SHX Text

CORE

AutoCAD SHX Text

NAVAL AIR STATION JACKSONVILLE

AutoCAD SHX Text

NAS FORT WORTH JRB

AutoCAD SHX Text

FORT WORTH, TEXAS

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

ANTHONY DISANTO

AutoCAD SHX Text

N69450-XX-C-XXXX

AutoCAD SHX Text SUITABLE EXCAVATED MATERIAL, COMPACT TO 95% OF MAXIMUM DRY DENSITY (STANDARD PROCTORASTM D698) WITH MOISTURE CONTENT OF ±4% OF OPTIMUM.

AutoCAD SHX Text

FINISHED SUBGRADE

AutoCAD SHX Text

SAND

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

SLOPE OR BRACE PER OSHA REGULATIONS

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

UNDISTURBED EARTH, TYP.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PIPE BEDDING DETAIL

AutoCAD SHX Text A2

AutoCAD SHX Text

TRENCH WIDTH: MINIMUM = PIPE O.D. PLUS 1'-4" MAXIMUM = PIPE O.D. PLUS 2'-0"

AutoCAD SHX Text

PCC CONSTRUCTION JOINT/PATCH

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

1/2" DOWEL, 20"L,24" 0.C.

AutoCAD SHX Text

SEE DETAIL C4 (CONSTRUCTION JOINT) THIS SHEET FOR JOINT SEALANT GEOMETRY

AutoCAD SHX Text

BUTTED JOINT

AutoCAD SHX Text

NEW PCC

AutoCAD SHX Text

EXIST PCC

AutoCAD SHX Text

PCC, 3,500 PSI IAW 32 13 13.06

AutoCAD SHX Text

TOOLED EDGES (1/4" RAD.) (TYP)

AutoCAD SHX Text

WIDTH VARIES - SEE SITE PLAN

AutoCAD SHX Text 1"

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text

%%UCONTRACTION JOINT

AutoCAD SHX Text 1/8"

AutoCAD SHX Text 1"

AutoCAD SHX Text 4"

AutoCAD SHX Text

%%UEXPANSION JOINT

AutoCAD SHX Text 4"

AutoCAD SHX Text

TOOLED EDGES (TYP.)

AutoCAD SHX Text

TOOLED EDGES (TYP.)

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

EXPANSION JOINT MAT'L.

AutoCAD SHX Text

NOTE: ALL SIDEWALKS SHALL BE BROOMED FINISHED.

AutoCAD SHX Text

CROSS SLOPE TO DRAIN 1% MIN 2% MAX

AutoCAD SHX Text 4"

AutoCAD SHX Text FINISH GRADE ELEV. SHALL BE AT LEAST 1" BELOW THE PROPOSED PLAN ELEV. TO MAINTAIN POSITIVE DRAINAGE

AutoCAD SHX Text

12" STABILIZED SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY (ASTM D1557)

AutoCAD SHX Text

JOINT SEALER CONFORMING TO ASTM D 1850 OR FED. SPEC. SS-S-1401

AutoCAD SHX Text

PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752

AutoCAD SHX Text

CONCRETE SIDEWALK DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

WATERMAIN TRENCH DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text C2

AutoCAD SHX Text C521

AutoCAD SHX Text BEDDING COMPACTED TO 95% MAXIMUM DENSITY (ASTM D698) PLACED IN MAXIMUM 6" COMPACTED LIFTS

AutoCAD SHX Text BACKFILL COMPACTED TO 95% MAXIMUM DENSITY (ASTM D698) PLACED IN MAXIMUM 6" COMPACTED LIFTS

AutoCAD SHX Text NOTES: 1) BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 1" WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT ABOVE THE TOP OF PIPE. 2) SEE SPECIFICATION SECTION 31 23 00.00 20

AutoCAD SHX Text

SPRINGLINE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

VERIFY INVERT ELEV

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

4'-0" DIA

AutoCAD SHX Text

VERIFY DEPTH

AutoCAD SHX Text

PROPOSED 6" PVC

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

EXIST. 8" BRICK MH

AutoCAD SHX Text

SANITARY SEWER DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text C1

AutoCAD SHX Text C521

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

6" THK. CONC. SIDEWALK 3000 PSI @ 28 DAYS

AutoCAD SHX Text

FLUSH MOUNTED CAP

AutoCAD SHX Text

MATCH GRADE

AutoCAD SHX Text

CLEANOUT DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A4

AutoCAD SHX Text C521

AutoCAD SHX Text

PULL EXIST MH COVER

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SAWCUT THROUGH EXIST MH

AutoCAD SHX Text

SEAL WITH MORTAR AROUND EDGES

AutoCAD SHX Text

6" MIN

AutoCAD SHX Text

PROPOSED 6" PVC

AutoCAD SHX Text

EXIST. PIPE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

(FOR PAVEMENT PATCH) NTS

AutoCAD SHX Text A1

AutoCAD SHX Text C521

AutoCAD SHX Text

AGGREGATE BASE COURSE, 6" THICK COMPACTED TO 98% OF MAXIMUM DENSITY

AutoCAD SHX Text

BITUMNIOUS CONCRETE SURFACE COURSE 2" THICK

AutoCAD SHX Text

12" STABILIZED SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY (ASTM D1557)

AutoCAD SHX Text

SAWCUT EXISTING PAVEMENT BOTH SIDES OF PATCH

STANDARD DUTY

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