Skip to main content

Search the Special Collections and Archives Portal

man000171 9

Image

File
Download man000171-009.tif (image/tiff; 26.29 MB)

Information

Digital ID

man000171-009
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

L A S VEGAS L A B S A B B ?A T B R COMPAHY VAIAJATIOH OF D ISTR IB U TIO N F A C I L I T I E S A c q u i r e d fr o m J a n . 1, 1^51 t o S e p t , 1, 1952 I n e l . Item ?hP> 4•r»t & Material and labor for installation of tiro pressure reducing valves near Slat and Stewart Streets Construct 6” C.I. pipe in Block 5, Tract Ho. 2, Boulder Bam Some site Addition Install connection in Stewart Street main near Bruce Street to serve area south of Stewart. Street Construct mins to serve "blocks 1, 2 and 3 of Desert Park Addition Construct mains to serve "blocks 1 and 2 in Ridgeway Tract Ho. 1 Construct additional 8" main required "by city in St. Louis Avenue Construct to serve Beverly Green Tract Construct mains to serve vesterly portion of "block 1 , Tract 1*, Boulder Bam Home-sites Construct mains to serve Lawrence Lone Tract IS 612 IF IS IS IS IS IS IS IS •£3 *H3 2 I I **5 50 50 K 1*1* o £ • l l Reproduction Cost 2.22 1*9! 2 1*9 Hew less Depree. $2,302,67 1 ,581*. 02 238. 61* M 63.3** 5,567.37 732.39 3 , 603.06 61*3.92 3,1*39.00 $2,^51.55 1,552.3** 233.87 1* ,1*72.07 5,1*56.02 717-7** 3,531.00 631.01* 3,370.22