ea engineering: report: remedial action engineering work plan for ...

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I. Maintain strict accountabilit~~ r over identificatian badges and ‘\; passc2.s issued b-y the Pass and ID office. Ilmetdia,teI~~ repart to ‘6 the Pass and ID Office, any badges/passes missing or lost arad t1ae i ., circumstances a Return badges/passes to the Contracting f3Eficxl:
MASJRB WILLOW GROVE CT0 0074 2960074 arrange for a security watch by their personnel. venty-two hours prior to making any penetrations (such as neling under, cutting through a fence or building) in a tricted area, contact Code 1125.2 to make arrangements for a ther measures required to meet all security Cost of security guard will be charged to the ensitive Areas 1.13.12.1 inary Security Requirements The Contract Claus titled "Identification of Employees" and the following apply: All construction vehicles will be searched by b. Photographs. P graphs are prohibited in and around the building unless a ,ritten request containing specific justification and details is approved by the security officer via the Contracting Cffi\cer. Four days' advance notice is required. Photographs, when appkoved, shall be taken in the presence of an activity escort. C. Personnel restrictions. Due to sensitivity of building operations, the following apply: (1) Restrict personnel to he designated work site. (2) Contractor's movements \ w'thin the building will be restricted. Contractor personqel will be escorted to and from designated work areas. Contrac or personnel shall not be permitted outside of designated b\ work areas without being escorted by authorized personnel. Submit &equests for entry into the building 4 days in advance with i&,ormation required by paragraph entitled "Personnel List" for submission to the "Division Project Officer" through the Contracting Offrker.]] PART 2 Not used. PRODUCTS / PART 3 EXECUTION Not used. -- End of Section -- SECTION 01140 Page 25
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REMEDIAL ACTION ENGINEERING WORK PL
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EA Engineering, Science, and Techno
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EL4 Engineering, Science, and Techo
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ATTACHMENT I3 DESIGN CALCULA’IION
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Page 152: NASJECB WILLOW GROVE CT0 0074 29600
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NASJRB WILLOW GROVE CT0 0074 296007
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