Attachment 7 - Drawings - Revised (Addendum 1).pdf
PDF 8 MB Posted
- Attached to
- Convert Bldg 91157 from Storage Warehouse to Testing Lab Federal contract opportunity
- Solicitation number
- FA441721B0003
About this file
This solicitation package includes drawings and details for converting an existing storage warehouse building to a materials testing laboratory for the Department of the Air Force Special Operations Command. Key requirements include renovating Building 91157 to include installing a new lift station, connecting utilities to existing infrastructure, modifying floor plans, and upgrading electrical systems as shown on the site plans and construction drawings. Offerors should propose fixed prices for all demolition, sitework, and renovation activities by September 30, 2021 to initiate work no later than November 2021.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA441721B0003 - Questions and Answers - Part 2.pdf | ||
| Addendum 1 - Drawings Changes.pdf | ||
| Addendum 1 - Specs Changes.pdf | ||
| Solicitation Amendment 2 - FA441721B00030002 SF 30.pdf | ||
| Attachment 6 - Specifications - Revised (Addendum 1).pdf | ||
| CE Response - Site Visit Questions.pdf | ||
| Site Visit Sign In Sheet - 25 August 2021.pdf | ||
| Memo for Record - FA441721B0003 Pre-Proposal Conference_Site Visit - 25 August 2021.pdf | ||
| FA441721B0003 - Questions and Answers - Part 1.pdf | ||
| Solicitation Amendment 1 - FA441721B0003 SF 30.pdf | ||
| Attachment 3 - Working Time Analysis.pdf | ||
| Attachment 2 - Drawings.pdf | ||
| Attachment 4 - DBA Wage Determination FL20210217.pdf | ||
| Solicitation - FA441721B0003.pdf | ||
| Attachment 1 - Specifications.pdf | ||
| Attachment 5 - Financial Institution Reference Sheet.pdf |
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Text version
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:
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PROJECT NUMBER:
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DESIGNED BY:
DATE:
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KCH
PLC
CP 1031923
91157
C201
PL
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LE
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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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AutoCAD SHX Text 35.7
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AutoCAD SHX Text 36.59
AutoCAD SHX Text 35.88
AutoCAD SHX Text 36.02
AutoCAD SHX Text 35.85
AutoCAD SHX Text 35.72
AutoCAD SHX Text 35.92
AutoCAD SHX Text 36.12
AutoCAD SHX Text 36.67
AutoCAD SHX Text 36.11
AutoCAD SHX Text 36.09
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AutoCAD SHX Text 35.94
AutoCAD SHX Text 35.79
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AutoCAD SHX Text 35.85
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AutoCAD SHX Text 35.75
AutoCAD SHX Text 35.92
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AutoCAD SHX Text 36.17
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AutoCAD SHX Text 36.46
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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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WV
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WV
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WV
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WV
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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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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
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FOR FLEXIBLE PIPE BEDDING DETAIL, SEE
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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
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
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28 APR 2021
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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.
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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
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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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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
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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
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BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
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DMB
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CP 1031923
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| 20-39_G001 COVER SHEET |
| 20-39_C101 EXISTING CONDITIONS AND DEMO PLAN |
| 20-39_C201 PLAN AND PROFILE |
| Sheets and Views |
| C201 PLAN AND PROFILE |
| 20-39_C501 LS DETAILS |
| 20-39_C502 DETAILS |
File details come from the government source that posted it. Updated .