The road will be closed and traffic will be detoured onto SR 62, SR 55 and SR 234.
No additional right of way will be needed. In compliance with Section 106 of the National Historic Preservation Act of 1966 and amendments thereto, project STP-IM-M000-00(47), Bartow, Catoosa, Dade, Floyd, Gordon, and Haralson Counties, has been surveyed with respect to archaeological resources, especially those on or eligible for inclusiĪrchaeological Assessment of Project BRS-0524(6), Calhoun Countyġ35’ x 38’ concrete bridge constructed on existing alignment. Intersection 1 is a rural crossroads of two laned highways in the eastern portion of Cherokee County (Figure 2).Īrchaeological Assessment of Project STP-IM-M000-00(47), Bartow, Catoosa, Dade, Floyd, Gordon, and Haralson Counties The intersection improvement projects are widely distributed and the nature of the existing intersections vary considerably. In compliance with Section I 06 of the National Historic Preservation Act of 1966 and amendments thereto, CSSTP-M003-00(797), Hart County, has been surveyed with respect to archeological resources, especially those on or eligible for inclusion in the National Register of Historic Places (NRHP).Īn Archaeological Survey of Eight Intersection Improvements in Cherokee County, Georgia I wondered if anyone on this site is able to furnish some basic dimension to get me started on the CAD model for my engine Main details I need at the moment would be:. Unfortunately they are quite rare on this side of the pond (England). are two Fairbanks pumps of 120,000 gallon daily capacity. I am looking to build a 1/8 scale working model of the Fairbanks Morse 15 Hp model N engine. No potentially significant archaeological material.Īrchaeological Survey of CSSTP-M003-00(797), Hart County On the scale of 100, one part is equivalent to one ten-thousandth.
#Fairbanks morse scale 11482 plus
Possible wetland involvement, no historic material involvement, no displacements, no potentially significant archaeological resources.Īrchaeological Assessment of Project BRF-005-1(14), Meriwether CountyĤ20’ x 44’ bridge Required right of way to 100’ total plus temporary easement for detour. New structure approximately 56’ double 10’ x 7’ concrete bridge culvert.Īrchaeological Assessment of Project BRSLB-0753(2), Pike Countyġ40’ x 32’ bridge some wetland involvement, not potentially significant archaeological resources.Īrchaeological Assessment of Project BRF-036-2(8), Pierce/Brantley CountiesĢ4'x80', 24'x80', and 23.9'xl470' respectively 80 feet existing right-of-way Replace bridges at each site with a triple 10'x8'x54' culvert, a triple 10'圆'x54' culvert and a 38'x1470' bridge Widen approaches from 0.1 mile prior to 0.1 mile past bridge at both creeks and from 0.15 mile prior toĪrchaeological Assessment of Project BHF-026(38), Pierce Countyīridge on SR 38/US 82 over Sixty Foot Creek. Existing right of way 60.’ Begins at intersection with SR 100 and ends 500’ west of existing bridge.
The required structure will consist of approximately 50 LF of triple 10 x 10 culvert.Īrchaeological Assessment of Project BRZLB-233(10), Polk CountyĮxisting structure is 15.4’ x 39’ concrete and timber bridge with timber deck. Archaeological Assessment of Project BRZLB-147(7), Hart CountyĮxisting structure is 25 feet wide and 40 feet long consisting of steel piles, steel beams, and a concrete deck.
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