Amendment 3-Revised C-500 sheet.pdf

PDF 6 MB Posted

Attached to
Repair Facility 131 Federal contract opportunity
Solicitation number
FA487721B0003
Issued by
Department of the Air Force Air Combat Command

About this file

Written by GovTribe AI ·

This document outlines specifications for renovations and upgrades to an existing Air Force facility. The project includes reconfiguring and renovating restrooms; consolidating communications equipment; modifying the facility entrance; removing unused exterior materials; cleaning and painting exterior walls; installing a new wet sprinkler system and fire water service line; replacing the fire alarm system; upgrading the mechanical, electrical, and plumbing systems; and correcting life safety and ADA deficiencies. The solicitation seeks bids for completing this work at Repair Facility 131 at Davis-Monthan Air Force Base in Arizona. The number for this opportunity is FA487721B0003. Interested contractors should review the provided details on the scope of work required to complete the upgrades and renovations to the facility.

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RFI answers dated 04222021.xlsx XLSX spreadsheet
Amendment 3-WD-AZ20210032 dated 03052021.pdf PDF
Solicitation Amendment FA487721B00030003 SF 30.pdf PDF
Final Sign-In Sheet Site Visit Fac 131.xlsx XLSX spreadsheet
Amendment 2_ Attachment 2- Air Force Approval Memorandum.pdf PDF
Amendment 2_ Attachment 1- Sheet M-001.pdf PDF
Amendment 2- SF 30 Final.pdf PDF
Solicitation Amendment FA487721B00030001 SF 30.pdf PDF
Solicitation Amendment - FA487721B00030001.pdf PDF
Solicitation - FA487721B0003.pdf PDF
7 Plans_Bldg 131.pdf PDF
8 Asbestos and LBP Survey Report.pdf PDF
6 DMAFB Design Guide.pdf PDF
3 AF Form 3052.pdf PDF
5 Specifications.pdf PDF
9 Contractor Environmental Guide_2019.pdf PDF
10 Submittal Register.xlsx XLSX spreadsheet
1 Template of Contractor EAL.xls XLS spreadsheet
4 Bid Schedule.pdf PDF
2 WD - AZ20210032 Jan 2021.pdf PDF
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TYPICAL TRENCH BACKFILL DETAIL

1. CONTRACTOR TO PROVIDE

BLOCKING ADEQUATE TO

WITHSTAND FULL TEST

PRESSURE.

2. DIVIDE THRUST BY SAFE

BEARING LOAD TO DETERMINE

REQUIRED AREA (IN SQUARE

FEET) OF CONCRETE TO

DISTRIBUTE LOAD.

3. AREAS TO BE ADJUSTED FOR

OTHER PRESSURE

CONDITIONS.

4. PROVIDE TWO 1" MINIMUM

DIAMETER RODS ON VALVES

UP THROUGH 10" DIAMETER.

VALVES LARGER THAN 10"

REQUIRE SPECIAL TIE ROD

DESIGN.

5. USE 3000 PSI CONCRETE FOR

THRUST BLOCKING.

NOTES:

4" 6" 8"

10" 12" 14" 16" 24"

TEST

PRESSURE

PSISIZE DEAD

ENDS

A

THRUST AT FITTINGS IN POUNDS

14468 21758 30780 41355 53483 117608225

90°

BEND

45°

BEND

22.5°

BEND

11.25°

BEND

30°

BEND

B C D E F

11869 20460 30770 43529 58485 75636

166322

11073 16652 23558 31652 40934 90013

12010 16136 20868 45888

10484 2305560878

UNBALANCED CROSS PLUGGED CROSS PLUGGED CROSS

(USE COLUMN A) (USE COLUMN B) (USE COLUMN A)

BENDVALVEPLUGGED TEE

DEAD ENDOFFSETTEE

(USE COLUMN A)(USE COLUMN B)

12" MIN.

3" 2768225 3914 2118 1080 543 11263 15933 21407 27685

COL A COL A

COL A

COL A

FIRE HYDRANT,

THREE WAY, SIZE

5-1/4, 6" INLET

" M

IN

2"

CAST IRON

COVER WITH

"FIRE" EMBOSSED

2 PIECE CAST IRON VALVE

BOX. PROVIDE OPERATING

NUT EXTENSION WHEN

FINISH GRADE EXCEEDS 30"

ABOVE GATE VALVE NUT

6" GATE VALVE

(FLG x MJ)

8" FIRE MAIN

1/2" DIA. RODS

UNDISTURBED SOIL 2 - 3/4" DIA SHACKLE

RODS COATED

WITH BITUMASTIC

6" ADAPTOR

THRUST BLOCK

CONCRETE BLOCK

4"x16"x16"

WASHED AND SCREENED GRAVEL

3/4" NO FINES. FIELD TO EXTEND

APPROX. 2 FEET AROUND & ABOVE

HYDRANT BASE AND DOWN TO

UNDISTURBED SOIL AS SHOWN.

FINISH GRADE

HYDRANT STANDARD

DO NOT OBSTRUCT

HYDRANT DRAIN

UNDISTURBED SOIL

COL "A"

6" SQ. STL

PL, 1" THK

SIDE OF TRENCH

2" SCH 40. STL. PIPE FOR 8" DIA. MAIN AND LESS

3" SCH 40 STL. PIPE FOR 10" AND 12" DIA. MAIN

4" SCH 40 STL PIPE FOR 18" DIA. MAIN

PIPE

PLUGTHRUST BLOCK

1/2" RODS THRU 10"Ø

1" GREATER THAN 10"Ø

COL C-F

COL C-F

COL B

STEEL PLATE

TYPICAL THRUST BLOCKING DETAILSTYPICAL FIRE HYDRANT DETAIL

GATE VALVE DETAIL

CAST IRON FRAME

AND COVER; COVER

TO READ "WATER"

FINISHED GRADE 4" WIDE UNDERGROUND

UTILITY MARKING TAPE

1'- 6"

MI

N

1'- 0"

TY

P

UTILITY

GRAVEL

BEDDING

GR

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EL

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DI

NG

6" MI

N

1/2 O

D

AG

GR

EG

AT

E

BA

SE

C

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NEW PAVEMENT

SECTION PER

DETAILS, SHEET C-501

6"

MIN

PIPE OD 6"

MIN

40" DIA x 8" DEEP

CONCRETE COLLAR

COMPACTED SUBGRADE

ADJUSTABLE CAST IRON

VALVE BOX, MIN 6" DIA

SERVICE STOP (BALL VALVE)

8" BUILDING LINE SERVICE

PROVIDE INSULATED 12 GA

COPPER TRACER WIRE

COMPACTED WASHED STONE

ARCH PATTERN BASE

WITH FOOT PIECE

FINISH GRADE

BUILDING SERVICE LINE

TEE

WATER/FIRE MAIN

DOUBLE STRAP

SERVICE SADDLE

20" MAX

4.5 ' M

IN

C

OV

ER

1"

6"

WATER SERVICE CONNECTION DETAIL

SILT FENCE

INSTALL

TRACER

WIRE

PVC BRASS BRASS PVC

PLASTIC METER BOX

COMPACTED

WASHED STONE

MAINLINE

GATE VALVE

USE DAVIS-MONTHAN BASE

STANDARD CONNECTION

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C-500

DETAILS

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TEMPORARY DEAD END PLUG

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http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com http://www.coffman.com AutoCAD SHX Text

AUGUST, 1991

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DOWL ENGINEERS

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SCOTT J. RICE

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CREATED BY

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ADMNT#002 04.22.2021

File details come from the government source that posted it. Updated .