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A Planning & Building Agency\ L Building Safety Division <br />CITY OF' Ul 20 Civic Center Piaza TRASH ENCLOSURES <br />PLANN:BIG RO. Box 1988 (M-19)AN» B?20 (714) 647-5800 <br />Santa Ana, CA 92702 <br />www.santa-ana.org ,/ <br />F-7: 11-14-08 <br />'1/9lo <br />APPLICABLE BUILDING STANDARDS: 1. 2007 California Building Code (CBC) <br />2. Santa Ana Municipal Code (SAMC) <br />lilli <br />4' r 6'WOQD _ <br />BUMPER GUARDS 72 -- - <br />TO PROIECT MASONRY-CLEAR <br />INSIDE DIMENSION <br />REINFORCED <br />MASONRY WALL .i-*towO <br />49 MIN. PIPE OR - 'z <br />STEEL ·U· CHANNEL. <br />FOR GATE JAMB -1 <br />METAL GATEE FRAME <br />WITH METAL --_-----la <br />PIPE <br />WI™ <br />HINGES 7 <br />GATE ' <br />01 <br />l.* f <br />l <br />1 <br />k <br />61 MIN:- <br />f <br />l <br />.1 <br />446· BUMPER W/ 1/2· <br />BOLT @ W O.C. INTO <br />CONCRETE BLOCK WALL. <br />4• <br />, SLOPE 1 <br />N :3 <br />PERMAT <br />#4 HORIZONTAL <br />@16' O.C. <br />#4 VERTICAL @ <br />le 0.C. LOCATED <br />ALCENER OF WALL <br />6'CONCRETE <br />BLOCK WALL <br />#4 @ 16· <br />O.C. DOWELS <br />OPTIONAL 6')(6 <br />CURBWITH (1) #4 <br />HORIZ. BAR <br />(1) #4 HORIZ. <br />BAR TOP AND <br />BOTTOM <br />PERMEr#- <br />OCC. GROL <br />1 1 <br />6' P.C.C. SLAB - THIS AREA TO REMAIN CLEAR TO ENABLE BINS TO BE ROLLED OUT FOR PICKUP <br />6' <br />PLAN VIEW | <br />1 1 <br />1 1 <br />------ <br />=b JI 0-J-J--5 4- ..I4.1 MIN. STEEL PIPE <br />OR 'U' CHANNEL -14 1EMBEDDED IN .-1 + blCONCRETE FOR <br />GATEJAMB -1 0 11 <br />o. r 1J LJ <br />6-1 0 11 <br />li 644 <br />1 0 11 4 <br />- 1 0 4 4 <br />*l]4 |GROUND OR <br />p _ PAVING LEVELr L ... _ -K- 1,---AP t - <br />e= <br />1. 4 1 GATE ASSEMBLY O-2 <br />CLEAR / <br />THE GATE SHOULD CONSIST OF A TUBULAR FRAME WITH A <br />SKIN OF 22 GAGE METAL (SHEET METAL OR ALOMINUM <br />SIDING) FASTENED TO THE FRAME BY METAL SCREWS OR <br />SPOT WELDED. PAINTED TO MATCH EXISTING BUILDING. <br />ELEVATION <br />#4 @ 12' 0.0. CLEAR / 1. <br />EACHWAY - <br />SECTION <br />Notes and Specifications: <br />Trash area to be located clear of all structures <br />where possible and accessible for both deposit and <br />pick up. <br />Trash enclosures associated with fuel dispensing, <br />vehicle repair shops, industrial operations, recycling <br />facilities and salvage yards shall be either roofed or <br />have drain to an engineered water quality inlet <br />(clanfier) or effective alternative. <br />Conctele block construction with double solid metal <br />gates, painted to match building. <br />Footings, concrete slab and steel reinforcement of <br />the walls must be approved by the Building Safely <br />Division. <br />Masonry units'shall be Grade N units confom'ling to <br />CBC Section 2103 installed in accordance with CBC <br />Chapter 21. <br />6. Portland; cement shall conform to CBC Section 1903. <br />7. Concrete shall have a minimum compressive <br />strength of 3,000 PSI at 28 days. , <br />8. Mortar shall be Type S or M as specified in CBC <br />Chapter 21. <br />9. Grout shall be 2,000 PSI minimum. <br />10. Reinforcing steel shail conform to ASTM A615 <br />Grade 60. <br />11- Variations from these standards must be approved <br />by the Planning Division and Building Safety Division. <br />1 <br />2 <br />3 <br />4 <br />5 <br />CONSTR. T <br />CODE EDIT i <br />1. <br />FLOOD ZOI' <br />==LE <br />FLOOD ZO <br />==Ill.il....==I=i <br />MICROFILM <br />RADIANT E¥ <br />RESIDENT <br />SCHOOL 1 <br />lig#34·14-59 <br />Ill