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upr000160 53

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upr000160-053
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    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.

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

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    University of Nevada, Las Vegas. Libraries

    \ Item ( 1) Unit (2) No. of Units (3) Average Yr.Con- Age structed (Yrs.) m (5) Spring House - Big Spring-Cont *d. Frame truss roof with coop. roofing on wood frame SF 2,30h Sst. 1935 15 Crushed rock on floor of spring - Set. CT 12 « * fetal Spring Bouse-Big Spring Serine House - little Spring 20.2* x h i , 3* ©osp. roof on wood trusses set on top of con©, walls around spring - Excavation Sst, CY 120 1927 23 Backfill ? m ho « « Concrete * * 20 | 9 #2 Crushed rock on floor ft h « ?ft Frame truss roof with coop, roofing SF 9h6 « s fotal Spring House - Little Spring Serine; House - Middle Spring Original construction in plaee as of Aug. 1950 Excavation Est. CT 103 I9hi 9 Backfill * « 100 * ft SH 9x16 bridge stringers IBM 5.760 ft ft Hardware LB 100 ft ft Concrete CY 11 « ft- New Construction in 1950: 2h.h x 2h.h X/W frame box net on top of existing 9x16 SH stringers covered with 90# roof­ing with 8*—2® x 10 •—5* frame chlorlnator house set on top of roofing, 22 Est. Life (Yrs.) Cond, t Unit Price $ Cost of New Reproduction New Less Depreciation (6) (7) (8) (9) (10) $ * k f 68 2.00 h,6Q8 3.i3h m « 2.50 _____20 20 | 7*238 1 3*596 h? 51 h. oo hsc 2h5 s 9 2.0© 30 hi ft • 25.00 500 255 e • 2.50 10 5 m N 2.00 1.892 065 $ 2,962 $ 1.5H 1*7 81 k. 00 h32 « N 2.00 200 316520 ft II 25.00 ihh 117 «i 9 0.25 25 20 it e 25.00 275 223