Addendum_1.pdf
PDF 2 MB Posted
- Attached to
- Construct Cryogenic Facility Federal contract opportunity
- Solicitation number
- FA4418-19-R014
About this file
FA4418-19-R-A024 Addendum 1
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Solicitation_Amendment_FA441819RA0240002_SF_30.pdf | ||
| Answers_-_Cryogenic_Facility_Pre-Proposal_Questions_(16_April_19).pdf | ||
| Site_Visit_Sign_in_sheet.pdf | ||
| Solicitation_Amendment_FA441819RA0240001_SF_30.pdf | ||
| Geotech_Report.pdf | ||
| Answers_-_Cryogenic_Facility_Pre-Proposal_Questions_(Response_15_April)_(003).pdf | ||
| Asbestos_Survey.pdf | ||
| Solicitation_Material_Submittal.pdf | ||
| Cryogenic_Facility_Wage_Determination.pdf | ||
| Solicitation_-_FA441819RA024.pdf | ||
| Solicitation_Attach_Drawings.pdf | ||
| Solicitation_Green_Procurement.pdf | ||
| Solicitation_Attach_Specifications.pdf |
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Text version
Addendum 1
Project DKFX 16-1037 Construct Cryogenics Facility
Joint Base Charleston South Carolina 19 March 2019
1. Sketch SK-001 is to supplement Detail 1 of Sheet CS101 of the contract drawings. The only intent of this sketch is to provide details of the concrete work around the building.
2. Sketch SK-002 provides construction joint, control joint, and expansion joint details for pavement around building foundation as shown on SK-001. Detail 4 of SK-002 is to replace Detail 3 of Sheet C-503 of contract drawing.
3. Contractor shall provide and install an exterior mounted communications jack on the south side of the building. Jack shall be rated for outdoors.
4. Exterior mounted jack shall be connected to the patch panel inside.
5. Keynote E1 on Sheet E-101 is revised with SK-003.
16" CEDAR
X
X
X
X
X
F
O
F
O
F
O
X
X
X
X
X
X
X
X
X
CHAIN-LINK FENCE
ASPHALT
ELEC PANEL
CONC PAD
BASKETBALL
GOAL
EXPANSION JOINTS (TYP)
R
R
R
R
R
R
R
R
R
IRREGULAR SECTIONS TO BE REINFORCED
CONTROL JOINTS
JOINT LAYOUT PLAN
Project Name
Project Location
Map Prepared By
Date
Applicant
Map Reference
SCALE:
1"=20'
North Charleston, SC
March 2018
North Charleston, SC, 29406 Charleston CountyJoint Base Charleston
Construct Cryogenics Facility
320-C Midland Parkway, Summerville, South Carolina, 29485 843.875.3637
ENGINEERING | ARCHITECTURE
CONSTRUCTION JOINTS REQUIRED IN
BETWEEN REINFORCED SECTIONS
SK-001
AutoCAD SHX Text N
THE PREFORMED JOINT FILLER SHALL EXTEND TO A DEPTH EQUAL TO THE THINNEST THICKENED
EDGE. JOINT SEALANT SHALL MEET ASTM C 920, TYPE S OR M, GRADE NS, CLASS 25, USE NT. AND
AS REQUIRED BY UFC 3-250-01FA.
T=THICKNESS
OF PAVEMENT
PREFORMED
NON-EXTRUDING
JOINT FILLER
JOINT SEAL
(SEE NOTE)
" R
EXISTING
PAVEMENT
SCALE: NOT TO SCALE
EXPANSION JOINT (NEW TO EXISTING PAVEMENT)
NOTES:
3"
6X6-W2.0XW2.0 WWF
[FOR IRREGULAR SECTIONS
ONLY (SEE JOINT LAYOUT PLAN)]
COMPACTED SUBGRADE
95% ASTM D-1557
CONCRETE PAVEMENT SECTION
SCALE: NOT TO SCALE
CONCRETE PAVEMENT 6"
PORTLAND CEMENT (4,000 PSI)
4" STONE BASE
(SCDOT SPEC 305)
NOTES:
t
SAWCUT & FILL
WITH SEALANT
t
COMPACTED SUBGRADE
SCALE: NOT TO SCALE
CONTROL JOINT DETAIL
1. INSTALL CONTROL JOINTS SUCH THAT NO DIMEMSION
BETWEEN JOINTS EXCEEDS 16' OR 3t MEASURED IN FEET, WHICHEVER IS LESSER (i.e. FOR A 4" THICK SLAB, MAX.
CONTROL JOINT SPACING = 3*4 = 12').
2. INSTALL CONTROL JOINTS SUCH THAT THE RECTANGULAR
SECTIONS CREATED BETWEEN THE JOINTS DO NOT EXCEED
A 1:1.25 MAXIMUM RATIO (i.e. 10'x12' SECTION).
JOINT DETAILS
Project Name
Project Location
Map Prepared By
Date
Applicant
Map Reference
SCALE:
NTS
North Charleston, SC
March 2018
North Charleston, SC, 29406 Charleston CountyJoint Base Charleston
Construct Cryogenics Facility
320-C Midland Parkway, Summerville, South Carolina, 29485 843.875.3637
ENGINEERING | ARCHITECTURE
XXXXX X X X X X X X
1/8"
T
FILL WITH SEALANT
3"
SCALE: NOT TO SCALE
CONSTRUCTION JOINT DETAIL
JOINT SEALANT SHALL MEET ASTM C 920, TYPE S OR M,
GRADE NS, CLASS 25, USE NT. AND AS REQUIRED BY UFC-3-250-01FA
NOTES:
SK-002
X X X X X X X X X
X X X X X X
HAND HOLE 195
Charleston County GIS
0 100 20050 Feet ± Date: 7/30/2018
PROVIDE NEW, DIRECT-BURIED, 2" PVC CONDUIT AND
12-STRAND SM FIBER-OPTIC CABLE FROM NEW
BUILDING TO HAND HOLE 195 BEHIND BUILDING 675 IAW
ES101.
CONTINUE 12-STRAND SM FIBER-OPTIC CABLE IN
EXISTING CONDUIT FROM HAND HOLE 195 TO
BUILIDING 609.
ENSURE MAINTENANCE LOOPS IN EACH HAND HOLE OR
MAN HOLE.
TERMINATE BOTH ENDS WITH SC TYPE CONNECTORS.
COORDINATE PATCH PANEL ACCESS WITH GOV'T.
TOTAL LENGTH OF FIBER RUN IS APPROXIMATELY 2200'
WITH MAINTENANCE LOOPS.
RPatterson Ellipse
RPatterson Ellipse
RPatterson Ellipse
RPatterson Ellipse
RPatterson Ellipse
RPatterson Ellipse
RPatterson Ellipse
RPatterson Text Box
HAND HOLE
EXISTING CONDUIT
NEW CONDUIT
RPatterson Ellipse
RPatterson Line
RPatterson Line
RPatterson Text Box PROVIDE NEW, DIRECT-BURIED, 2" PVC CONDUIT AND 12-STRAND, SM FIBER-OPTIC CABLE FROM NEW BUILDING TO HAND HOLE 195 LOCATED BEHIND BUILDING 675 IAW ES101.
CONTINUE 12-STRAND SM FIBER-OPTIC CABLE, UTILIZING THE EXISTING SYSTEM OF DUCTBANK AND HAND HOLES, FROM HAND HOLE 195 TO EXISTING BUILDING 609 (APPROX. 2200' CABLE LENGTH, INCLUDING MAINTENANCE LOOPS).
PROVIDE A MAINTENANCE LOOP IN EACH HAND HOLE THE CABLE PASSES THROUGH.
TERMINATE BOTH ENDS WITH SC TYPE CONNECTORS AND PROVIDE SLACK CALBE LOOP AT EACH END PER THE SPECIFICATIONS.
COORDINATE PANEL ACCESS WITH GOV'T.
BOND OSP FIBER OPTIC CABLE ARMOR AND METALLIC STRENGTH MEMBER TO THE MAIN BUILDING GROUNDING SYSTEM WITH #6 AWG OR LARGER GROUND WIRE.
RPatterson Ellipse
| Addendum 1 |
| SK-001 |
| Sheets and Views |
| Layout1 |
| SK-002 |
| Sheets and Views |
| Layout1 |
SK-003
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