Attch 8 ACP East Geotech Report.pdf
PDF 5 MB Posted
- Solicitation number
- W912KC21B0002
About this file
This invitation for bid solicits proposals to construct two Access Control Points at Fort Indiantown Gap in Pennsylvania. The requirement includes constructing gate structures with canopies, a Visitor Control Center, vehicle inspection areas, gatehouses, ID check stations, and perimeter fencing around 25% of the base. Active and passive security systems must also be provided, such as ballistic protection, security cameras, barriers, and communications equipment. This is a 100% small business set-aside with a NAICS code of 237310 and size standard of $39.5 million. The period of performance is 490 calendar days from notice to proceed. The project value is estimated between $10-25 million. A mandatory site visit will be held on August 10, 2021 and questions must be submitted in writing via amendment. The contract will be awarded to the lowest bid that can fulfill designated additive alternates within available funds as announced at bid opening.
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Appendix D Photographs
East Access Control Point Project Phase I Bog Turtle Habitat Survey Report
Quarterm aster Road
Quarterm aster Road
Lackaw anna Street
O'Neil Street
Hawkins Road
Spruce Street
Coulter Road Hawkins Road
1st Street
A Stree t
UNT to Qureg Run
Q ureg Run
0 rrr rrr
S.R. 4020 (Fisher Avenue)
2 1
Wetland A
Wetland B
Wetland C
Wetland D
Wetland E
Wetland F
Figure 4 Phase 1 Bog Turtle Habitat Survey
East Access Control Point Project Fort Indiantown Gap, Lebanon County, Pennsylvania
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Imagery Source: USDA FSA NAIP. Aerial Data: 5/22/2015Imagery Source: USDA FSA NAIP. Aerial Data: 5/22/2015 0 150
Feet
Project Study Area
300-Foot Bog Turtle Buffer Stream
· Photograph LocationApproximate Wetland
Proposed filter sock location due to existing impervious surface
Proposed Supersilt fence and protective fence location
Proposed filter sock location due to existing impervious surface
Fort Indian Town Gap 100% Design Submittal East Access Control Point June 8, 2018 Contract # W912DR-17-D-0014/W912DR17F0416
Appendix D– Geotechnical Report & Pavement Design
Calculations
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