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vertical bevel <br /> X <br /> 2 E <br /> al <br /> 1/4" max. <br /> V � <br /> 1/4" max. <br /> carpet the C <br /> 1/4" finish floor even <br /> 2 S 0 <br /> 1 door closer:The closing, or swing III <br /> 1/2" max. threshold speed must not be faster than <br /> lever: five seconds.The closing or ' <br /> doors shall not exceed swing distance is from the open w <br /> 3 Threshold Detail more than 5 lb of position at 90 degrees to 12 (� <br /> opening force per 2022 degrees from the latch. per 2022 <br /> 1.1 611 = 1'-0" CBC 11 B-404.2.9 CBC 1 1 B-404.2.8 1.1 N <br /> 5"conc. (2500 psi) o/6" flush @ door W <br /> 3/4"MA, or CL-II AB o/90% threshold, see 3/A1.2 } <br /> N comp subgrade <br /> #3 @ 18"O.C. B.W.- �� W U <br /> direction of o O centered in the slab <br /> approach typ. p - L <br /> O <br /> pull side U � shoulder concrete 60" minimum expansion felt <br /> 24" min. 4 U � � push side kick plate: w/native soil after forms <br /> see S 100 for <br /> Of z o <br /> N co U 10"high with stainless are removed see civil for grades slab details QO <br /> v I cIr. o o steel kick plate per Threshold 1/2" max. high <br /> C at exterior doors N 0- beveled above 1/4" per <2%cross slope see civil drawings to confirm__ 00 1 <br /> 18" min. 0 2022 CBC 11 B-404.2.10 i ( ) p ° `! <br /> O <br /> 0 <br /> a Q i 2022 CBC 1 1 B-404.2.5 slope to drain o <br /> 'O �' 32" min. dr. / / /%/% 4 g - <br /> v at interior doors / / / / / � <br /> 90 clr. ao i M77 <br /> aneuvering Clearance j�N/ / j��j��j��j��j�� <br /> o , to comply with 2022 // // /� // /� <br /> 00 Section 11 B-404 <br /> - — x d a , <br /> fin. face of wall or d� ° •° - Drawn By CM <br /> — — — other obstruction. / / ����w�w�������������/��' 2'sand / ;_ <br /> 12 min. v / / ��/� ��� �� �� �� �� �� �� �� �� �� �� ��/ n ° checker D E W <br /> 'I Clr 'I / ii;i \� <br /> 6,�AB \ V��iV��iV��/V�� �� ����/��� Job# 160043 <br /> 0o N I I "This additional space / scarify the upper 12"of bottom of <br /> Scale Noted <br /> is required if both closer <br /> excavation, moisture condition and <br /> v / recompact backfill to 90%min. Revision Schedule <br /> 8�latch are provided at <br /> Ush side relative density per ASTM D1557 <br /> L— — — _ J door." # Date Description <br /> A 12/01/25 CYC 1 -Zoning <br /> Submittal <br /> 4 Door Clearance Front Approach) 5 Accessible Door Re uirements 6 Flat Work Details <br /> 1.1 3/8" = 1'-0" 1.1 1/2" = 1'-0" 1.1 3/4" = 1'-0" <br /> 10'-0" 50'-0" 10' -0" <br /> I <br /> oe <br /> I <br /> tit <br /> (E) fence to be modify typ typ <br /> to accommodate the °_ a ° d Q e 4 <br /> N, d <br /> (N) metal building o A1.�` a c a� ' <br /> 0 <br /> •d •8 <br /> 10 <br /> —XX -X X X X X X X ° V ° " . d ° d d <br /> d a <br /> nd° _ <br /> 6 <br /> °ad F 7 <br /> 7 f d <br /> (E) irrigation to be cap <br /> existing bare ° ° _°° ° existingbare <br /> and abandon g 4 <br /> ground °- <, ground <br /> 41 <br /> q A- <br /> A, <br /> ° n 6"curb <br /> X X d a d i— <br /> °`<2%slope, ° <2%slope: Q <br /> a <br /> proposed location of the o °� cn <br /> workshop building (E) irrigation boxes to be a a ;° cn <br /> 3000 SF removed and relocated, _ Q <br /> x x typ. a ° <br /> ° ad e•d - W <br /> d <br /> - <br /> x X A1.1 <br /> ad <br /> ° °.4 �° a ° ' • 2132 N El Dorado St <br /> a Stockton, CA 95204 <br /> o- (209) 227-7646 <br /> , d <br /> °dX XI <br /> a dd <br /> w 76963 z m <br /> ° d ' <br /> 12 31 26- a EXP. �L <br /> sj9 CIV11. <br /> X X d� - a - - - _d ° OF cp&\ � <br /> deep a ;a 91 a. °a d <br /> tooled joint, d° d - V These drawings and specifications are <br /> a °•- .d d' <U; the property and copyright of JCWagner <br /> typ- _• - " a. -, a - - ° Q do - <br /> &Associates and shall not be used or <br /> d a Q ' 8' ° b ° v W a a duplicated in part or in whole on any <br /> X X a d r- N ° a <br /> - other work except by agreement with <br /> _ -.d a a d d -° d o JCWagner&Associates. <br /> X X X X X X X x ° Enlarged Site <br /> Plan <br /> rl <br /> 2 E Enlar ed Site Plan 1 N Enlar ed Site Plan <br /> to <br /> N <br /> 1.1 1/8" = 1'-0" 1.1 1/8" = 1'-0" <br /> Al O ■ <br /> 1 <br />