Laserfiche WebLink
NOPARKINGNOPARKINGN O <br />P A R K I N G <br />ACCESSIBLE PEDESTRIAN ROUTE: <br />MIN. WIDTH = 48" <br />MAX. SURFACE SLOPES: <br />CROSS SLOPE = 1:48" MAX. <br />SLOPE IN DIRECTION OF TRAVEL = 1:20 MAX. <br />RUNNING SLOPE ON RAMPS AND CURB RAMPS = 1:12 MAX. <br />NO VERTICAL OFFSETS IN EXCESS OF 1/4" <br />(E) BUILDING - NO WORK <br />AREA OF WORK <br />AREA OF WORK <br />SUITE - A <br />(E) BLDG. 6 <br />NO WORK <br />(E) BLDG. 1 <br />NO WORK <br />(E) BLDG. 2 <br />NO WORK <br />(E) BLDG. 3 <br />NO WORK <br />(E) BLDG. 4 <br />NO WORK <br />(E) BLDG. 5 <br />NO WORK <br />(E) BLDG. 7 <br />NO WORK <br />T3.1 <br />A(E) BLDG. 6 <br />NO WORK <br />SUITE A <br />AREA OF WORK <br />(E )9 ' - 0 "(E )8 ' - 0 "(E )9 ' - 0 "NO PARKING <br />(E) VAN ACC. STALL <br />SIGN - PER B/T3.1 <br />(E) ACC. STALL SIGN - PER C/T3.1 <br />(E) DETECTABLE WARNING SURFACE <br />3' - 0"4' - 0" <br />1/10 MAX. SLOPE <br />1/12 MAX. SLOPE <br />(E) 9' -0" <br />(E) 8' -0" <br />(E) 9' -0" <br />(E)18' -0" <br />(E) 36" SQ. ISA (E) 36" SQ. ISA <br />ACC. PARKING STALL SIGN <br />SEE B/T3.1 <br />ACC. VAN PARKING STALL <br />SIGN SEE A/T3.1 <br />(E) TOW-AWAY <br />SIGN SEE C/T3.1 <br />+80" A.G.+80" A.G. <br />48" MIN. <br />DETECTABLE WARNING <br />SURFACE, PER <br />1:10 MAX <br />SLOPE <br />1:10 MAX <br />SLOPE1:12 MAX SLOPE6"–8"36"48" MIN.48" MIN. <br />1:48 MAX SLOPE IN ANY <br />DIRECTION WITHIN LANDING <br />1:48 MAX <br />CROSS SLOPE <br />FLUSH TRANSITION <br />2" MAX. - TYP.add view reference <br />TRUNCATED DOME PATTERN (PLAN) <br />NOTES: <br />FOR APPLICATION TO EXISTING <br />PAVING, USE SURFACE-APPLIED <br />DETECTABLE WARNING SYSTEM BY <br />ADA SOLUTIONS, INC. <br />AT NEW PAVING, USE REPLACEABLE <br />WET-SET DETECTABLE WARNING <br />SYSTEM BY ADA SOLUTIONS, INC. <br />COLOR SHALL BE SELECTED BY <br />ARCHITECT FROM <br />MANUFACTURER'S STANDARDS <br />TYPICAL SECTION '1'0.20" H.TYP.2.35".TYP. <br />2.35".0.45" <br />AT TOP <br />0.90" <br />AT BASE <br />1 <br />- <br />WMB PROJECT: <br />Copyright WMB, Inc. <br />DATE REVISION <br />PUBLISH HISTORY: <br />No. <br />WMB <br />ARCHITECTS <br />2000 L Street <br />Suite 125 <br />Sacramento, CA 95811 <br />T 209.944.9110 <br />F 209.944.5711 <br />www.wmbarchitects.com <br />5757 Pacific Avenue <br />Suite 226 <br />Stockton, CA 95207 <br />05.05.21 PERMIT APPLICATION <br />5/5/2021 10:46:27 AM <br />DAVID'S PIZZA T.I. <br />20-068 <br />T3.1 <br />SITE ACCESSIBILITY PLAN <br />4755 Quail Lakes Dr. -Ste. A <br />Stockton, CA 95207 <br />LEGEND <br />1" = 80'-0" <br />OVERALL SITE PLAN <br />1" = 10'-0"A ENLARGED EXISTING SITE PLAN <br />(E) ACCESSIBLE PARKING STALLS - REFERENCE <br />1" = 1'-0"C (E) ACC. STALL SIGN <br />1" = 1'-0"B (E) ACC. VAN SIGN <br />1" = 1'-0"D (E) TOW -AWAY SIGN <br />NOTE: <br />SURFACE SLOPES SHALL BE 1:48 MAX. IN ANY <br />DIRECTION WITHIN ACCESSIBLE PARKING STALLS <br />AND ACCESS AISLE. <br />1/4" = 1'-0"E TYP. CURB RAMP @ CONCRETE WALK <br />3" = 1'-0"F TYP. DETECTABLE WARNING <br />FOR REFERENCE <br />FOR REFERENCE <br />L ROFIE <br />F AOTC <br />NO. C 30857 <br />REN. 3−31−23 <br />ATSICEL AINTCT <br />E <br />I <br />ADNSE HCR <br />MELAN IE A .V <br />I <br />E <br />UX