C101 - EXISTING CONDITIONS AND SURCHARGE SITE PLAN Amd 0002.pdf

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Attached to
Alert Facility and Alert Apron Federal contract opportunity
Solicitation number
N69450-20-R-0129
Issued by
Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI ·

This solicitation is for the construction of an Alert Facility and Alert Apron at NAS JRB New Orleans. The construction includes an Aerospace Control Alert Facilities and Alert Apron to accommodate the mission of the facility. The Alert Facility will include two aircraft shelters with drive-through capability, installed heating, fire suppression, metal walls, and standing seam metal roof. It will also include aircrew alert quarters/mission support structure with Alternate Command Post capabilities, a secure area, and entry control facility. Standby power for the site and pile foundations will be provided. The Alert Apron will include all utilities, communication support, site improvements, exterior lighting, lightning protection, and security upgrades. It will provide a parking apron for two alert ready aircraft along with security fencing, access gates, airfield lighting, security lighting with controls and communications and electrical conduit. Pile foundations and site preparation including soil dewatering as required will also be provided. This is a Firm-Fixed Price Design-Bid-Build construction contract with a completion schedule of 1300 calendar days from award. The total project value is between $25-100 million. The solicitation is unrestricted and open to all responsible sources from the Department of the Navy Naval Facilities Engineering Command.

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Other files for this federal contract opportunity

Other files attached to Alert Facility and Alert Apron, newest first.
File Type Posted
C511 STORM DRAINAGE DETAILS_Amd06_2020-10-21.pdf PDF
N6945020R0129_0005.pdf PDF
Amd_0004_CLINS.pdf PDF
ESD105 - ELECTRICAL SITE DEMOLITION_Amd0003_2020-10-06.pdf PDF
G003 - OVERALL PROJECT MAP_Amd0003_2020-10-06.pdf PDF
PROJECT TOC Amendment 0003.pdf PDF
ESD106 - ELECTRICAL SITE DEMOLITION_Amd0003_2020-10-06.pdf PDF
32 11 20 Amendment 0003.pdf PDF
ESD107 - ELECTRICAL SITE DEMOLITION_Amd0003_2020-10-06.pdf PDF
32 12 16 Amendment 0003.pdf PDF
N6945020R0129_0003.pdf PDF
E506 - ELECTRICAL DETAILS_Amd0003_2020-10-06.pdf PDF
E505 - ELECTRICAL DETAILS_Amd0003_2020-10-06.pdf PDF
13 34 19 Amendment 0002.pdf PDF
A353 - SHELTER WALL SECTIONS Amd 0002.pdf PDF
C401 - GRADING AND DRAINAGE PLAN Amd 0002.pdf PDF
A201 - ACQ_ECP EXTERIOR ELVATIONS Amd 0002.pdf PDF
A701 - FINISH LEGEND AND SCHEDULE Amd 0002.pdf PDF
01 35 13 Amendment 0002.pdf PDF
PROJECT TOC Amendment 0002.pdf PDF
A601 - DOOR - WINDOW ELEVATIONS_DOOR SCHEDULE Amd 0002.pdf PDF
A351 - SHELTER_1 BUILDING SECTIONS Amd 0002.pdf PDF
P402 - ENLARGED CREW SANITARY PLAN SOUTH Amd 0002.pdf PDF
CA200 - APRON GEOMETY AND UTILITY PLAN Amd 0002.pdf PDF
A602 - DOOR_WINDOW_LOUVER DETAILS Amd 0002.pdf PDF
S154 - SHELTER_2 SLAB PLAN Amd 0002.pdf PDF
10 51 13 Amendment 0002.pdf PDF
01 30 01_00 22 Amendment 0002.pdf PDF
P104 OVERALL SHELTER 2 PLUMBING PLAN_Amd01_2020-09-14.pdf PDF
ES107 ELECTRICAL SITE PLAN - NEW WORK_Amd01_2020-09-14.pdf PDF
S152 SHELTER _1 SLAB PLAN_Amd01_2020-09-14.pdf PDF
P403 ENLARGED CREW PIPING PLAN NORTH_Amd01_2020-09-14.pdf PDF
E503 ELECTRICAL DETAILS_Amd01_2020-09-14.pdf PDF
N6945020R0129_Amendment_0001.pdf PDF
P502 PLUMBING DETAILS_Amd01_2020-09-14.pdf PDF
P402 ENLARGED CREW SANITARY PLAN SOUTH_Amd01_2020-09-14.pdf PDF
ES109 ELECTRICAL SITE PLAN - NEW WORK_Amd01_2020-09-14.pdf PDF
P401 ENLARGED CREW SANITARY PLAN NORTH_Amd01_2020-09-14.pdf PDF
Exhibit D Historical SB Utilization.docx DOCX document
B-3 NORTHCOM Construct Alert Spec.pdf PDF
Exhibit F Small Business Subcontracting Plan.doc DOC document
N6945020R0129.pdf PDF
Attachment A_ProjNet_How To Guide.pdf PDF
B-3 RQLH189009 NORTHCOM Construct Alert Facility Drawings.pdf PDF
Exhibit B Past Performance Questionnaire.docx DOCX document
B-3 RQLH059034 NORTHCOM Construct Alert Apron Drawings.pdf PDF
Attachment B_COVID-19 Screening Questionnaire.pdf PDF
Exhibit C Safety Data Sheet.docx DOCX document
Exhibit E SB Participation Commitment Doc.docx DOCX document
Exhibit A Construction Experience Project Data Sheet.docx DOCX document
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AutoCAD SHX Text CONTROL POINT NO. 1 MAGNETIC NAIL SET N. 488,606.5124' E. 3,698,838.0617' ELEV. 1.90'

AutoCAD SHX Text CONTROL POINT NO. 2 MAGNETIC NAIL SET N. 489,813.0966' E. 3,699,385.5637' ELEV. = 0.28'

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BUILDING 184

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BUILDING (#565)

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DRAWFORM REVISION: 7 AUGUST 2009

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EXISTING CONDITIONS AND SURCHARGE SITE PLAN

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AutoCAD SHX Text SURCHARGE NOTES: 1. CONTRACTOR SHALL OBTAIN SERVICES OF A GEOTECHNICAL ENGINEER EXPERIENCED WITH LOCAL SOIL CONDITIONS TO PLAN, SUPERVISE AND MONITOR SURCHARGE CONSTRUCTION BASED ON GEOTECHNICAL REPORT RECOMMENDATIONS AND SPECIFICATION 31 05 25, WICK DRAINS. 2. INSTALL A MINIMUM OF SIX MONITOR SETTLEMENT PLATES PRIOR TO PLACING SURCHARGE. ESTABLISH BENCHMARK BEYOND SURCHARGE ZONE AND ESTABLISH INITIAL ELEVATIONS AT SETTLEMENT PLATES. MEASURE SETTLEMENT PLATES ELEVATIONS AT LEAST WEEKLY. 3. PLACE SURCHARGE FILL TAKING CARE NOT TO DISTURB SETTLEMENT PLATES. SURCHARGE HEIGHT SHALL BE A MINIMUM OF PERMANENT FILL REQUIREMENT PLUS 2 FEET (APPROX. ELEV. = 2.75'). 3. WICKS SHALL BE MINIMUM OF 75 FEET IN DEPTH BELOW EXISTING GRADE. 4. CONTRACTOR TO REPORT WHEN TARGET SETTLEMENT (85% OF TOTAL SETTLEMENT) HAS BEEN ACHIEVED AND RECEIVE GOVERNMENT APPROVAL PRIOR TO PROCEEDING WITH PILE DRIVING OPERATIONS. 5. INSTALL WICK DRAINS IN ACCORDANCE WITH SPECIFICATION SECTION 31 05 25, WICK DRAINS AND DETAILS ON THIS SHEET AND ON SHEET C504. 6. SURCHARGE ZONE TO ENCOMPASS ENTIRE PILE SUPPORTED FOUNDATION AND SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 7. AFTER SURCHARGE IS COMPLETE, CONTRACTOR SHALL REMOVE ALL EXCESS FILL OFF GOVERMENT PROPERTY.

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1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES WITHIN THE PROJECT LIMITS AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES FOUND PRIOR TO CONSTR 2. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SITE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SITE FEATURES TO REMAIN. 3. REFER TO EROSION CONTROL SHEETS FOR EROSION CONTROL. REFER TO EROSION CONTROL SHEETS FOR EROSION CONTROL. NOTES AND DETAILS. 4. REFER TO DEMOLITION SHEETS FOR DEMOLITION NOTES AND DETAILS. REFER TO DEMOLITION SHEETS FOR DEMOLITION NOTES AND DETAILS. 5. DEMOLISH ITEMS IDENTIFIED ON THE DEMOLITION SHEETS PRIOR TO DEMOLISH ITEMS IDENTIFIED ON THE DEMOLITION SHEETS PRIOR TO PLACING FILL SURCHARGE.

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AMENDMENT 0002

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