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e " <br /> A <br /> % <br /> GENERAL NOTES: <br /> JM3m15335-11 <br /> - MINIMUM CONCRETE RESISTANCE OF 3600 PSI AFTER 28 DAYS <br /> - THE GROUND MUST NOT BE ALTERED AND MUST BE WELL DRAINED <br /> - FOUNDATION IS BASED ON A SAFE LATERAL SOIL BEARING PRESSURE CONCRETE BASE PLAN FOR <br /> MINIMUM OF 150 PSF PER FOOT OF DEPTH. SOIL REPORT WAS NOT DIF ILL. El" MONUMENT SIGN <br /> FURNISHED. ALLOWABLE SEARING PRESSURE SHOULD BE VERIFIED <br /> PRIOR TO PLACEMENT OF CONCRETE. DO NOT PLACE FOUNDATION IN FILL. VOLTS --- AMPS _"- CIRC.: -__ <br /> - ALL BACKFILL TO BE PLACED IN COMPACTED LAYERS COMPACTED ®ST: HSS 3' 3"x <br /> 1/4"TIS. A500 <br /> TO 95% MODIFIED PROCTOR DENSITY PLATE: 10°'x 10" 3/4°'` k. <br /> - ELECTRICAL CONDUIT TO BE AS PER CITY CODEVOLUME: 0.39 019.1(®. <br /> - DESIGN IS BASED ON A 110mph 3 SEC GUST DESIGN REVISIONS <br /> WIND SPEED IBC 2015 EXPOSURE C. REV. DESCRIPTION DATE APPR. <br /> - ALL VOIDS BETWEEN COLUMN BASE PLATE AND FOUNDATION SURFACE 1 ___ __ _ <br /> SHALL BE COMPLETELY FILLED WITH HIGH STRENGTH, NON-SHRINK GROUT. <br /> r,---- " <br /> REINFORCING BARS: 3" MIN STIRRUP 10 —® <br /> (4) # 6 BARS ON A 12"0 PATTERN HOOK, 7YP. 71, <br /> WITH (3) #4 BAR STRIRRUPS ON 6'l c/c ®- c/c <br /> FOR TOP 18" AND 12" c/c THEREAFTER. CAISSON: <br /> DO NOT WELD REBAR 3" MIN. COVER 18'.0 -----j_ (3 <br /> 1 Ei <br /> ( L ° )..1 <br /> 1 <br /> 1 <br /> SIGN ORIENTATION TOPVIEW <br /> BASE PLATE DETAIL <br /> TOP VIEW SCALE: 1" - 1' - 0" <br /> DOUBLE NUT <br /> A307 ANCHOR BOLTS: & LOCK WASHER <br /> 4x - 3/4".0 x 24" LG. - >i <br /> w/ NUT& WASHER w LEVELING �' <br /> AT BOTTOM END NUT& WASHER <br /> 1 n <br /> HIGH STRENGTH, k// \\„\v% A w <br /> NON-SHRINK GROUT './/\ \\//�`/ ' _ <br /> \. \/ - <br /> \ x � m <br /> I I+ t n <br /> ELECTRICAL CONDUIT: + I �+ <br /> 2 .0 azo <br /> 1' 1 1 0 <br /> + <br /> I + b DOUBLE NUTS <br /> STIRRUP & WASHER <br /> Ai <br /> I iii <br /> 1 + BOLT DETAIL <br /> REINFORCING BARS: <br /> 4X <br /> (4) # 6 BARS ON A 12"0 PATTERN : <br /> WITH (3) #4 BAR STIRRUPS r SCALE: N/A „ ISSUE® FOR PERMIT <br /> ON 6" c/c FOR TOP 15 AND CUSTOMER: DELT;', HOTELS <br /> 12" c/c THEREAFTER. SITE EVEREST,WA <br /> DO NOT WELD REBAR <br /> ELEVATION <br /> DRAWN E'V: 1 L PELLETIER DATE: <br /> 3" MIN. COVER CHECK BY: S. L. 101/29/18 <br /> PAGE: 1/1 SCALE: 1 3/8" = 1'-0" <br /> REFERENCE: 1 JM3-153351 <br /> ThisSignI <br /> Minded <br /> I deft be installed ln Uano FaisonSignGroupp 111 l tlsignsp tl alwith th q 1 hl N II I EI t t Co•• a (NEC) NFPA70 Ill,Canadian El tical iLaTFII �(Ng) IC US Coda(CE C tl CSA C221 and/or other � Disposef <br /> those lamps Will <br /> grou in I I ado TholInelutles Prapor __ -. p sib14N <br /> ® grqundlnH and bontll 9cla18n. olfhe IPI Leeeartli 8l Lo I,PLOY GI„- <br /> Stets F d ral Lawn. __ (. <br /> IF THIS AGREEMENT INCLUDES THE MANUFACTURING AND INSTALLATION OFA BASE(S)BY PATTISON SIGN GROUP <br /> FOR THE SIGNS ORDERED HEREIN,SUCH BASE(S)SHALL BE BUILT AND INSTALLED IN ACCORDANCE WITH <br /> Si g n Group APPLICABLE LAWS AND REGULATIONS.IF A BASE(S)IS TO BE BUILT OR PROVIDED BY THE CUSTOMER <br /> (OR AGENT),AND NOT BY PATTISON SIGN GROUP,THE CUSTOMER SHALL ENSURE THAT THE BASE(S)ARE BUILT <br /> AND INSTALLED IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS AND SHALL HOLD PATTISON SIGN <br /> GROUP AND IT'S EMPLOYEES,REPRESENTATIVE,AGENTS AND OFFICERS,HARMLESS AND INDEMNIFY IT AGAINST <br /> ANY AND ALL CLAIM,LIABILITIES,ACTIONS,PENALTIES,FINES,AND ANY LEGAL FEES INCURRED BY PATTISON <br /> SIGN GROUP ARISING FROM THE FAILURE OF THE CUSTOMER(AND/OR IT'S AGENT)OBLIGATION(S). <br /> wVVapattisonsign.c ©2018 ENSEIGNES PATTISON SIGN GROUP.ALL RIGHTS RESERVED,NO PART OFTHIS DRAWING MAY BE <br /> REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM ENSEIGNES PATTISON SIGN GROUP. <br /> 11 li <br />