B1428 Drawings v2.pdf

PDF 7 MB Posted Dec 27, 2019

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

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Written by GovTribe AI · Dec 29, 2023

This solicitation is for an indefinite delivery indefinite quantity multiple award construction contract for the Naval Facilities Engineering Command Southeast to support Department of Defense activities at Naval Air Station Fort Worth Joint Reserve Base and surrounding areas in Texas. The solicitation is set aside for 8(a) small businesses with a NAICS code of 236220 and size standard of $39.5 million. The contract type will be firm fixed price for individual task orders. Work may include design-bid-build projects and will primarily support construction and facilities maintenance at NAS Fort Worth JRB. Responses are due in accordance with the instructions in the solicitation.

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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
B1428 Drawings v3.pdf	PDF	Jan 13, 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
Exhibit B Safety Data Sheet v2.docx	DOCX document	Dec 27, 2019
DD1155 v2.pdf	PDF	Dec 27, 2019

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C O

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SAN

C201

ISSUE FOR BID

JUNE 17, 2019

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EQUIP PAD

AutoCAD SHX Text B1428

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ARNOLD AVE.

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BURKE AVE.

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 7 AUGUST 2009

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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

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SEAL

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A/E INFO

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EPROJECT NO.:

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REVISE SEWER AND WATER

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SITE PLAN

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AS SHOWN

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

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CORE

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NAVAL AIR STATION JACKSONVILLE

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NAS FORT WORTH JRB

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FORT WORTH, TEXAS

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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ANTHONY DISANTO

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N69450-XX-C-XXXX

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AutoCAD SHX Text TIE TO EXIST SAN. CLEANOUT. CONTRACTOR TO VERIFY LOCATION, DEPTH (MIN. 4') AND SIZE PRIOR TO TIE.

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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.

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

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PLAN NORTH

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REPAIR SIDEWALK W/4" PCC, 3,500 PSI. SEE DETAIL B1/C521.

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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-A3/C521

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AutoCAD SHX Text INSTALL 140 LF OF 6" PVC (SDR 35) SAN SEWER @ MIN 1% SLOPE AND TWO CLEANOUTS. SEE DETAILS A1-A3/C521. SEE PLUMBING PLANS FOR CONTINUATION

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C521

ISSUE FOR BID

JUNE 17, 2019

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STANDARD PIPE TRENCH

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 7 AUGUST 2009

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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

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SEAL

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A/E INFO

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EPROJECT NO.:

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UTILITY DETAILS

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AS SHOWN

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

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CORE

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NAVAL AIR STATION JACKSONVILLE

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NAS FORT WORTH JRB

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FORT WORTH, TEXAS

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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ANTHONY DISANTO

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N69450-XX-C-XXXX

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16" TO 21"

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PIPE DIA

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VARIES

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THICKNESS

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BEDDING

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THE SPECIFICATIONS.

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TAKEN AT TOP OF PIPE

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MAXIMUM TRENCH WIDTH "W"

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48" & LARGER

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33" TO 42"

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24" TO 30"

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6" TO 15"

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MAXIMUM

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NOTE: PROVIDE BEDDING IN ACCORDANCE WITH

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SCALE: NTS

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

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FINISHED SUBGRADE

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SAND

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PIPE

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SLOPE OR BRACE PER OSHA REGULATIONS

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TRENCH WIDTH

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UNDISTURBED EARTH, TYP.

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PIPE BEDDING DETAIL

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

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PCC CONSTRUCTION JOINT/PATCH

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NOT TO SCALE

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

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

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BUTTED JOINT

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NEW PCC

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EXIST PCC

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PCC, 3,500 PSI IAW 32 13 13.06

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

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WIDTH VARIES - SEE SITE PLAN

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CONCRETE

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%%USECTION

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%%UCONTRACTION JOINT

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%%UEXPANSION JOINT

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TOOLED EDGES (TYP.)

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TOOLED EDGES (TYP.)

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EXPANSION JOINT MAT'L.

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NOTE: ALL SIDEWALKS SHALL BE BROOMED FINISHED.

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CROSS SLOPE TO DRAIN 1% MIN 2% MAX

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

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

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

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PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752

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CONCRETE SIDEWALK DETAIL

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NOT TO SCALE

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WATERMAIN TRENCH DETAIL

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NOT TO SCALE

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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

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	2019-11-07T06:45:29-0500
DERYK.JEREMY.G.1515234590

File details come from the government source that posted it. Updated Dec 27, 2019.