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man000125 27

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Digital ID
man000125-027
Permalink
http://n2t.net/ark:/62930/d13t9g351
Details
Member of
City of Las Vegas building codes, notices, correspondence
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

R EVISIO N S (f t D A TE DESCRIPTION BY A P P R O V E D ^ A P P R O V A L S O F F IC E EN G IN E E R FIELD E N G IN E ER CITY E N G IN E ER STD. M H FRAME AND COVER SEE DRWG. SI 10,S ill .SURFACE rm m / i & w S E C T I O N Br*B FORM CHANNELS WITH. BRICK AND MORTAR (CLASS A OR "B"CONCRETE MAY BE NOTES FOR 15 SEWERS AND OVER TURN 8 "ARCH OVER PIPE. 2. FOR 12" SEWERS AND UNDER TURN 4 “ ARCH OVER PIPE. THE LOWEST MANHOLE STEP SHALL BE PLACED NOT LESS THAN 8" NOR MORE THAN 24 "ABOVE SHELF. 3. FOR 2 4 PIPE AND LARGER THE TOP HALF OF THE PIPE SHALL BE REMOVED TO THE CONTOUR OF THE INSIDE OF THE MANHOLE AND THE BROKEN EDGES SHALL BE PLASTERED SMOOTH WITH CEMENT MORTAR. P L A N S E C T I ON CONCRETE GALV. MISC. METAL SPECIFICA TIO N R E F E R E N C E SEC. 5 4 S E C . 27 SEC. 26 D A T E 3 L 4 L 5 7 S C A 1 r n o n e DRAWING NO. S — 115 P A R A G O N B L U E P R IN T 5 0 0 12-54