Loading...
HomeMy WebLinkAbout10480285_1601 N. MAIN - Plan A Planning & Building Agency\ L Building Safety Division CITY OF' Ul 20 Civic Center Piaza TRASH ENCLOSURES PLANN:BIG RO. Box 1988 (M-19)AN» B?20 (714) 647-5800 Santa Ana, CA 92702 www.santa-ana.org ,/ F-7: 11-14-08 '1/9lo APPLICABLE BUILDING STANDARDS: 1. 2007 California Building Code (CBC) 2. Santa Ana Municipal Code (SAMC) lilli 4' r 6'WOQD _ BUMPER GUARDS 72 -- - TO PROIECT MASONRY-CLEAR INSIDE DIMENSION REINFORCED MASONRY WALL .i-*towO 49 MIN. PIPE OR - 'z STEEL ·U· CHANNEL. FOR GATE JAMB -1 METAL GATEE FRAME WITH METAL --_-----la PIPE WI™ HINGES 7 GATE ' 01 l.* f l 1 k 61 MIN:- f l .1 446· BUMPER W/ 1/2· BOLT @ W O.C. INTO CONCRETE BLOCK WALL. 4• , SLOPE 1 N :3 PERMAT #4 HORIZONTAL @16' O.C. #4 VERTICAL @ le 0.C. LOCATED ALCENER OF WALL 6'CONCRETE BLOCK WALL #4 @ 16· O.C. DOWELS OPTIONAL 6')(6 CURBWITH (1) #4 HORIZ. BAR (1) #4 HORIZ. BAR TOP AND BOTTOM PERMEr#- OCC. GROL 1 1 6' P.C.C. SLAB - THIS AREA TO REMAIN CLEAR TO ENABLE BINS TO BE ROLLED OUT FOR PICKUP 6' PLAN VIEW | 1 1 1 1 ------ =b JI 0-J-J--5 4- ..I4.1 MIN. STEEL PIPE OR 'U' CHANNEL -14 1EMBEDDED IN .-1 + blCONCRETE FOR GATEJAMB -1 0 11 o. r 1J LJ 6-1 0 11 li 644 1 0 11 4 - 1 0 4 4 *l]4 |GROUND OR p _ PAVING LEVELr L ... _ -K- 1,---AP t - e= 1. 4 1 GATE ASSEMBLY O-2 CLEAR / THE GATE SHOULD CONSIST OF A TUBULAR FRAME WITH A SKIN OF 22 GAGE METAL (SHEET METAL OR ALOMINUM SIDING) FASTENED TO THE FRAME BY METAL SCREWS OR SPOT WELDED. PAINTED TO MATCH EXISTING BUILDING. ELEVATION #4 @ 12' 0.0. CLEAR / 1. EACHWAY - SECTION Notes and Specifications: Trash area to be located clear of all structures where possible and accessible for both deposit and pick up. Trash enclosures associated with fuel dispensing, vehicle repair shops, industrial operations, recycling facilities and salvage yards shall be either roofed or have drain to an engineered water quality inlet (clanfier) or effective alternative. Conctele block construction with double solid metal gates, painted to match building. Footings, concrete slab and steel reinforcement of the walls must be approved by the Building Safely Division. Masonry units'shall be Grade N units confom'ling to CBC Section 2103 installed in accordance with CBC Chapter 21. 6. Portland; cement shall conform to CBC Section 1903. 7. Concrete shall have a minimum compressive strength of 3,000 PSI at 28 days. , 8. Mortar shall be Type S or M as specified in CBC Chapter 21. 9. Grout shall be 2,000 PSI minimum. 10. Reinforcing steel shail conform to ASTM A615 Grade 60. 11- Variations from these standards must be approved by the Planning Division and Building Safety Division. 1 2 3 4 5 CONSTR. T CODE EDIT i 1. FLOOD ZOI' ==LE FLOOD ZO ==Ill.il....==I=i MICROFILM RADIANT E¥ RESIDENT SCHOOL 1 lig#34·14-59 Ill i 2. T ·-- - ' L > 1- rf J 1 11 L 4=f 1 41.'' i 4 11 r 1 34 - 11'1111 11-1 410 -1_=1=L=-LI--In_1-1- -0'*'*e-.- 471[312 Ti=t 1141%7:Ftmakrtj- i-3%*1---16<3-21*3Ekic ifil}41f%1%4?79>fi--: ·< 4767+#-En-:'-47 -Tiy ·-= - _LiT·- - --1 1 11-31-0-4-:-4-/r--L-+2,24 · 339 I.:4-ty-hyntz-- -LIt *I11. r. rl-r -11 -----7 -1- =rrm- E-1 -i, rr 14·++1 -1Ia-=·Ii-"--: r.r- - #t=*4 EUEFErre PrICE 23 1.9411 --1- _ -1--_- -1 -- 1=1=221-1-16·r=111 1+M 1#141 iE---Ni--42--Ill--Ii."/.."I..,I/w/ti-1-----2[2' 3-1 1-2-1=1 -1 - -.-4---cIi-A+'li;*li:q#4141+1*U'-1+1111_*I. , 1 - 1 -1- 1-1- t»*4[617-4-ilf=*---11-#t r< 2...IN--9-1 ='I I'/=l-'-=_F-= ' --7 -0 4--EOF*f| 7 -2 -r 1- -11 -,<.17:32.- 1 1 -1-1--L.. ---1 - -=- 1- 1 1 1 1 1 -1 _ 1- 1-- Irr-lu3Lf 2 7.-_25»!fi-:·211=r!=17 4-2 ZIE1344 4y*E=rEl-- -- ·, .--FlP-i- 22- ·1- --1,45660*k-- '-'14'* 2 - -u===r====r=-rmrJUJi--1- - ··*f=e=-1-1 ' ' - -] _ rd--7 ©36 11*=1- - r 'Il U.; -. -1- --,7 -t - 1 -' t :t#4 -irp·.TE-:1 i'LIL 1-1 11 lu 1 r ltill-a- L - -i k-L.I 1334«- =:71- -A .72 --3.4.- - =rtit T - 3-- 1. 1 r -UI:- - 1=1 3 +41- =Li- 1-t li- , Ll -·h-.• - 1 1=--9 42-#1* 52 2| i./.-Er=t«+A-- E 3 EL _KER--. 3-21 1--1:- 1-; 1-€714 Tl-1-UriE 2,9Fli':9.21 72-3- I= 61=-4=Ga - i.tw-- ---.;374.-kI 102-1-.-- --2-'91--1-i1- p.··-ku--dI-El-- -4.-1 Z,·112 .D-b-I.ILi==Et=iL=1=2.-1-1.=E==!2.1=22.-Emnt=1-221=212-1 : I :1-9- 1 '41.44' · 6#4$*-&5**1740%i#,Cd#k#422=-94]¢·fle--4'ia-Np 0 MiL,-empig:/mat-mu,#-.,A-k 1-ir:-4, 1.'"7·' ;·r· ·'Qi--Rv·11:p4 ER-»NIEP-l-3-[tal 3--:7:=1 . L.-FPENTE¥WIEJETI=-ET-ihibltn.it--t r.__.r Tt.th=: --7--|a-4-2 -In·--ni-1.21 0*9 3.0-- . 1-334iii./-1--kieri ta.·2: 1 r--1.-1 =r=71=Tuicrlitimi 9-t@-*22%·i=-4:=FWirr--3 FiE:zjkE:13:21*4 131217'- · f 2.1 1 -noa atil *11 - ., -=.17 ,C ,- -,_i· ,-1€0Mt ' J1.. .. ·'a-l-:1:4--i!7&1/194-.!.6'.-•.'E.i__.· EL'_. 1 :Al:.ik=ir-1--2424,4i;,IltlkbIJ-1 Fi]*1414494]7-12 ZEM- 2-- --'i2-1 . --.. .·- I· iiI:-2 i L' ' ..0<4¢**+Rka,HW*ldo-glyn! iri117---fF@ RAF -32 ---®94*END*Ylit**fJ-i--71-h --1 1 +E-7211-· .i -9.-Fiii--I==17---- 77--1-8--1---I---1-3---,- .,-5--4--,, -t-177--4--7*-=t- M-- ki47- = 4,f#Alift-- =1.-7.W:.1--4.1*n J.U - - - T 5 il-+ I I i 1--»bl i - --E 7,1- 7-1_Ey El·!--221:qr-r-3239234E 1-r -% -1 :1==[iII Ed - 1=TA +L== -»-0 5- -ffiffl-61tWA2 5 10A3 Ref.2792 15 20 do =ZE=--£-L Eli_i_ZE-t--- =1=-*-1-=:-1. Taniz21124=EZIU:12Z-=O=-1-1--lit.1-1-14-Elid- -4- -,4- - 21= -413tzE 1- DE-35 1EEIEETE' 40 f 11 509 01 12 43 /04 32 )0/60)- 4 2 91%