Addendum 1 - Drawings Changes.pdf

PDF 875 KB Posted Sep 7, 2021

Attached to: Convert Bldg 91157 from Storage Warehouse to Testing Lab Federal contract opportunity
Solicitation number: FA441721B0003
Issued by: Department of the Air Force Special Operations Command

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Written by GovTribe AI · Dec 28, 2023

This document package includes drawings and details to support a solicitation for converting an existing storage warehouse building into a materials testing laboratory at Hurlburt Field in Florida. The solicitation seeks to repair and retrofit Building 91157 for the Air Force Special Operations Command, including installing a new lift station and utilities, modifying floor plans, and upgrading mechanical and electrical systems. Offerors should reference sheets C201 and C502 for building plans, site details, and construction specifications. The solicitation also includes requirements for erosion control measures and notes on asphalt patching, concrete work, and site grading. The closing date for proposals is not specified.

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Other files for this federal contract opportunity

Other files attached to Convert Bldg 91157 from Storage Warehouse to Testing Lab, newest first.
File	Type	Posted
FA441721B0003 - Questions and Answers - Part 2.pdf	PDF	Sep 9, 2021
Addendum 1 - Specs Changes.pdf	PDF	Sep 7, 2021
Attachment 7 - Drawings - Revised (Addendum 1).pdf	PDF	Sep 7, 2021
Solicitation Amendment 2 - FA441721B00030002 SF 30.pdf	PDF	Sep 7, 2021
Attachment 6 - Specifications - Revised (Addendum 1).pdf	PDF	Sep 7, 2021
CE Response - Site Visit Questions.pdf	PDF	Sep 7, 2021
Site Visit Sign In Sheet - 25 August 2021.pdf	PDF	Aug 25, 2021
Memo for Record - FA441721B0003 Pre-Proposal Conference_Site Visit - 25 August 2021.pdf	PDF	Aug 25, 2021
FA441721B0003 - Questions and Answers - Part 1.pdf	PDF	Aug 19, 2021
Solicitation Amendment 1 - FA441721B0003 SF 30.pdf	PDF	Aug 16, 2021
Attachment 1 - Specifications.pdf	PDF	Aug 12, 2021
Attachment 5 - Financial Institution Reference Sheet.pdf	PDF	Aug 12, 2021
Attachment 3 - Working Time Analysis.pdf	PDF	Aug 12, 2021
Attachment 4 - DBA Wage Determination FL20210217.pdf	PDF	Aug 12, 2021
Solicitation - FA441721B0003.pdf	PDF	Aug 12, 2021
Attachment 2 - Drawings.pdf	PDF	Aug 12, 2021

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BUILDING #91157

ONE STORY

CONCRETE BLOCK BUILDING

(FFE = 36.64')

AREA UNDER CONSTRUCTION

CONTROL POINT #1

T.B.M. ELEV.:36.26'

CONTROL POINT #2

T.B.M. ELEV.:36.34'CONTROL POINT #3

T.B.M. ELEV.:35.24'

CONTROL POINT #4

T.B.M. ELEV.:35.80'

SANITARY MANHOLE

BUILDING #91144

BUILDING

#91153

(FFE 36.97)

SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

M M

28 APR 2021

-C

7 F

E W

T O

KCH

PLC

CP 1031923

91157

C201

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10" UPRIGHT CURB

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ASPHALT

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CONCRETE

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ASPHALT

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2" FORCE MAIN

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7.5' TALL CHAIN LINK FENCE WITH 1' BARBED WIRE ON TOP 8.5' TOTAL HEIGHT

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AutoCAD SHX Text RIM EL.= 36.76' INV. EL.= 34.06' (NW) INV. EL.= 34.06' (SE) INV. EL.= 34.11' (SW)

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FORCE MAIN

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CONCRETE

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4" SANITARY SEWER LATERAL (NIC)

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11 LF 8" PVC @ 0.40%

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11 LF 8" PVC @ 0.40%

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AutoCAD SHX Text INSTALL LIFT STATION AND VALVE BOX TOP: 36.75 EX. INV. EL.: 33.93 (NW) INV. IN: 29.25 SP4 STRUCTURE BOTTOM: 24.00

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FUTURE BLDG.

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FUTURE POOL

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AutoCAD SHX Text C502

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4" SANITARY SEWER LATERAL

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INSTALL CLEAN-OUT

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INSTALL 2" GATE VALVE AND 1 " RPZ BFP (INSULATED) 12" RPZ BFP (INSULATED)

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INSTALL 2" SADDLE TAP

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INSTALL 2" WATER SERVICE SAWCUT & PATCH EXIST ASPHALT & CONC AS NECESSARY

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CONNECT TO EXIST. FORCE MAIN

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CONNECT EXISTING FORCE MAIN TO SANITARY MANHOLE

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INSTALL FROST FREE YARD HYDRANT

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SEWER FACILITIES UPSTREAM OF THIS POINT ARE EXISTING INSTALLED BY RED HORSE

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PROTECT EXIST L/S UNTIL NEW L/S IS COMPLETE & OPERATIONAL

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EX. GRADE

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SP4 - 11 LF 8" PVC @ 0.40%

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SEWER FACILITIES UPSTREAM OF THIS POINT ARE EXISTING INSTALLED BY RED HORSE

AutoCAD SHX Text 36.7

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AutoCAD SHX Text 20'

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FOR FLEXIBLE PIPE BEDDING DETAIL, SEE

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AutoCAD SHX Text C502

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INSTALL BOLLARDS (TYP. OF 10) SEE

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ELECTRICAL PANEL (SEE SHEET E-1)

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INSTALL FROST FREE YARD HYDRANT

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RELOCATED SCADA ANTENNA

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AutoCAD SHX Text 9-1-21

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ADJUST EXISTING CONDITIONS

C502

ILS

SHEET REFERENCE:

SHEET NUMBER:

, F

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DATE:

OF R

SPE

R L O

ATI

M M

28 APR 2021

-C

7 F

E W

T O

KCH

PLC

CP 1031923

91157

FLEXIBLE PIPE BEDDING DETAIL

CLEAN-OUT DETAIL6

SANITARY SEWER MANHOLE7 FROST FREE YARD HYDRANT8

RPZ PRINCIPLE BACKFLOW PREVENTOR5

VALVE BOX DETAILS4

EROSION CONTROL DETAILS9

ASPHALT CUT & PATCH DETAIL21

PIPE BOLLARD DETAIL3

CONCRETE CUT & PATCH DETAIL2A

AutoCAD SHX Text MANHOLES SHALL COMPLY W/ ASTM C478 IN ACCORDANCE W/ THE APPLICABLE PROVISIONS OF SECTION 5.2.1 OR 5.2.2 OF THE REFERENCED STANDARDS. ALL MATERIALS & REINFORCING SHALL NOT BE LESS THAN PRESCRIBED BY THE STANDARDS. RUBBER GASKETS SHALL COMPLY W/ ASTM C-443

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CAST IRON STEPS @ 12" O/C (TYP)

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HEAVY DUTY SOLID LID & FRAME STAMP LID "SANITARY SEWER"

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SOLID SOD ALL AREAS DISBURBED BY CONSTRUCTION

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ADJUST HEIGHT W/ CONCRETE BRICK

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GROUT TO INVERT

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GROUT

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48" RCP MH

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TOP ELEV, COOR. W/ PLAN

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INVERT ELEV, COOR. W/ PLAN

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2 CF GRAVEL IN FILTER FABRIC

AutoCAD SHX Text CONCRETE PAD, 2'-0" x 6" THICK W/ (2) #3 HOOPS

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STAKED HAY BALE

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SEDIMENT RUNOFF

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SILT SCREEN

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COMPACTED SOIL

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FLOW

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TOE OF FABRIC

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WIRE FENCE

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FIBERTEX (OR APPROVED EQUAL) MATERIAL ATTACHED TO WIRE FENCE

AutoCAD SHX Text SILT SCREEN OR STAKED HAY BALE SILT BARRIERS SHALL BE INSTALLED BEFORE CLEARING, GRADING OR OTHER CONSTRUCTION ACTIVITIES ARE INITIATED. PROVIDE TEMPORARY SWALES TO ASSURE THAT ALL STORM WATER DISCHARGES FLOW THROUGH SILT BARRIERS. BARRIERS TO REMAIN IN PLACE AND BE MAINTAINED UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED AND REMOVAL IS AUTHORIZED BY CONTRACTING OFFICER'S REPRESENTATIVES.

AutoCAD SHX Text THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES

AutoCAD SHX Text 2"x2" STAKES x 3' MINIMUM LENGTH, 2 PER BALE, OR STEEL POSTS "U" OR "T" SECTIONS, MINIMUM WEIGHT 1.33#/FT, MINIMUM LENGTH 3'

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STAKED & ENTRENCHED HAY BALE

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COMPACTED SOIL TO PREVENT PIPING

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FILTERED RUNOFF

AutoCAD SHX Text 2"x4" OR 3" TREATEDPOST @ 6' O/C MAX

AutoCAD SHX Text EROSION AND SEDIMENTATION CONTROL NOTES 1. SILT FENCE SHALL BE PLACED IN A SINGLE ROW, SILT FENCE SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE ON THE CONTOUR, WITH ENDS OF ADJACENT FENCES TIGHTLY ABUTTING ONE ANOTHER PRIOR TO EARTHWORK OPERATIONS. 2. THE SILT FENCE BARRIER SHALL BE ENTRENCHED AND BACK THE SILT FENCE BARRIER SHALL BE ENTRENCHED AND BACK FILLED. A TRENCH SHALL BE EXCAVATED THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF 6 INCHES. THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACK FILL SOIL SHALL CONFIRM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO 4 INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. 3. SILT FENCE BARRIER SHALL BE SECURELY ANCHORED. SILT FENCE BARRIER SHALL BE SECURELY ANCHORED. 4. SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SILT FENCE BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS, BUT NOT BEFORE THE UPSLOPE AREAS HAVE BEEN PERMANENTLY STABILIZED. 5. SILT FENCE BARRIERS SHALL BE INSPECTED IMMEDIATELY SILT FENCE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 6. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE, END RUNS AND UNDERCUTTING BENEATH FENCE. 7. NECESSARY REPAIRS TO SILT FENCE BARRIERS OR NECESSARY REPAIRS TO SILT FENCE BARRIERS OR REPLACEMENT OF FENCE SHALL BE ACCOMPLISHED PROMPTLY. 8. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF OF THE HEIGHT OF THE BARRIER. 9. SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.

AutoCAD SHX Text 12"

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MIN.

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LINE SIZE, COOR. W/ PLAN,

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FINISH GRADE

AutoCAD SHX Text PIPING ABOVE GRADE TO HAVE 2.5" CELLULAR GLASS INSULATION WITH METAL JACKET. METAL JACKET SHALL HAVE SIDE & END LAPS AT LEAST 2" WIDE WITH THE CUT EDGE OF THE SIDE LAP TURNED UNDER 1" TO PROVIDE A SMOOTH EDGE. OVERLAP THE JACKET NOT LESS THAN 2" AT LONGITUDINAL AND CIRCUMFERENTIAL JOINTS AND SECURE WITH METAL BANDS NOT MORE THAN 9" CENTERS OR WITH SCREWS AT NOT MORE THAN 5" CENTERS. OVERLAP LONGITUDINAL JOINTS DOWN TO SHED WATER. SEAL CIRCUMFERENTIAL JOINTS WITH A COATING RECOMMENDED BY THE INSULATION MANUFACTURER FOR WATERPROOFING.

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SLOPE CONC. 1/2"

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FINISH GRADE

AutoCAD SHX Text 2'x2'x8" CONC PAD

AutoCAD SHX Text CONCRETE PAD, 2'-0" x 6" THICK W/ (2) #3 HOOPS

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LETTER "W" CAST IN METAL COVER

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PIPE

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FLEXIBLE

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SUBSEQUENT BACKFILL: COMPACT AS INDICATED IN SPECIFICATIONS. (MAXIMUM 12" LIFTS)

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NATURAL GROUND

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BURIED WARNING AND IDENTIFICATION TAPE

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BURIED DETECTION WIRE

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INITIAL BACKFILL: COMPACT AS INDICATED IN SPECIFICATIONS. (MAXIMUM 6" LIFTS)

AutoCAD SHX Text BEDDING: UNDISTURBED SOIL IF ACCEPTABLE DENSITY. REMOVE AND REPLACE WITH COMPACTED GRANULAR MATERIAL AS NECESSARY FOR UNACCEPTABLE SOILS.

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IRON FERRULE W/ BRASS COUNTERSUNK SCREW PLUG

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WYE

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PLUG

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AutoCAD SHX Text C502

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TACKCOAT VERTICAL EDGE PRIOR TO ASPHALT OVERLAY

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EXISTING GRADE

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SAWCUT

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2" FDOT TYPE SP-12.5 ASPHALT STRUCTURAL COURSE

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8" GRADED AGGREGATE BASE COMPACT TO 100% ASTM D 1557

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COMPACTED FILL 98% ASTM 698 (SEE PIPE BEDDING DETAIL)

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INITIAL BACKFILL

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PIPE BEDDING COMPACTED CLASS A-3 SAND OR GRANULAR MATERIAL

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SPRINGLINE OF PIPE

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EXISTING ASPHALT

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GRADE

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6" TYPICAL

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CONCRETE CAP (TYP)

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6" YELLOW PAINTED STEEL PIPE SCHEDULE 40 FILLED WITH CONCRETE

AutoCAD SHX Text C502

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12" STRUCTURAL FILL SUBGRADE COMPACTED TO 98% MODIFIED DENSITY

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3,000 PSI CONC W/ 1 LB. FIBER REINFORCEMENT PER CU. YD., BROOM FINISH

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6" MIN OR MATCH EXIST

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SAWCUT EXIST CONC

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ADJUST EXISTING CONDITIONS

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5" GRADED AGGREGATE BASE COMPACTED TO 100% MODIFIED DENSITY

REV_1 C201

Sheets and Views

C201 PLAN AND PROFILE

REV_1 C502

Sheets and Views

C502 DETAILS

File details come from the government source that posted it. Updated Sep 7, 2021.