Skip to main content

Search the Special Collections and Archives Portal

upr000206 83

Image

File
Download upr000206-083.tif (image/tiff; 25.95 MB)

Information

Digital ID

upr000206-083
    Details

    Rights

    This material is made available to facilitate private study, scholarship, or research. It may be protected by copyright, trademark, privacy, publicity rights, or other interests not owned by UNLV. Users are responsible for determining whether permissions are necessary from rights owners for any intended use and for obtaining all required permissions. Acknowledgement of the UNLV University Libraries is requested. For more information, please see the UNLV Special Collections policies on reproduction and use (https://www.library.unlv.edu/speccol/research_and_services/reproductions) or contact us at special.collections@unlv.edu.

    Digital Provenance

    Digitized materials: physical originals can be viewed in Special Collections and Archives reading room

    Publisher

    University of Nevada, Las Vegas. Libraries

    jB B | $ | i Los A n geles, February 4, 1939 9215-355 W. M. J e f f e r s : if Agreeable to request contained in your J-31 from 11 p LaGrande received here yesterday morning, I am subm itting herewith AFE Request No. 16 f o r an ap p ro p riatio n o f #68,290, to cover estim ated cost o f la y in g 9,060 f t . o f a d d itio n a l 34* Cl water main between new re s e rv o ir and shop grounds at Las Vegas, under 1939 Budget Item 78. Item 78 in o r ig in a l budget contemplated la y in g 7,800 f t . o f a d d itio n a l water main, estim ated C apital Expenditure #60,780, but t h is item has now been re v ise d 4 .along with s e v e ra l o th e r o r ig in a l 1929 budget item s, and _ D jl- 7 the re v ise d sheets on Form A-37 w i l l be fu rn ish ed w ithin the next few days. In t h is connection, ay le t t e r January 35th in d icated requirement o f only 8,800 f t . o f a d d itio n a l 34* main to b rid g e gap between end o f present 500 f t . se c tio n authorized la s t year and d is t r ib u t io n system in shop grounds. However, our Engineering Department o u tlin e s necessary to provide 9,060 f t . o f new water main so as to make connection with d is t r ib u t in g system. With t h is arrangement, a l l r a ilr o a d f a c i l i t i e s w i l l