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<br />5' SINGLE CENTER COLUMN SIGN
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<br />BP Si,Vl:R Sf"8lD-./
<br />BP GRE[~ - GFAQUE~
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<br />3P Y::_LGW - ~RANSL0CENT ~
<br />BP GREI"l - TRA,"lSlIJCE"lT-___
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<br />TS 6.6,0 25 ~
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<br />BP GRiD'i - :;FAQU(_____
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<br />BP GREEN-----------
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<br />1 I FOUNDA nON PLAN
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<br />2 I TYPICAL ANCHOR SETTING PLAN
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<br />LJ. , ELtC~9!CAl ""CCESS
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<br />A I TYPICAL CONNECTION DETAIL AT SIGN BOX
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<br />CO'NEOT'ON cUPS TO 3E SHIPPED Fx
<br />BOl11:D TO SIGN CAB:~ET WITH 1/2" _
<br />AJ25 BOLTS - TYP. II1':LD CONNECT'ON - I" '
<br />CLIPS TO UPRIGHTS GN 3 SIDES ONLY '~: '
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<br />\" - -7 SiG/Il CABINET
<br />1/2""2" AS'~ AJ07 BOL'S
<br />IIHH NUTS ANOIIASHcRS
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<br />NOTES;
<br />DO NOT GUESS, ]iREOT All OUESTIO'S CO'CEoNI'G T"!S cESIG' '0 T1E
<br />ENGINEERING OEP' Of 3P all CO., Cl["_A"D OHIO (2'5-586- 43J-;)
<br />2. DO NOT SCALE ;ROM "\oIS DRAWING
<br />,1 GRAPHCS A,AE NOT TO BE RE?ROD',jCED FROM T~iS CRAWI~G
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<br />I Cl[ARANCE is SrG~ BE :II1':EN SIGN I
<br />CABiNETS ANa AO.ACENT COMDONE,TS
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<br />KEY NOTES:
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<br />f1
<br />F2.
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<br />DO ~OT SCALE THIS JRAWING.
<br />SOil M'CST PRC'~DE SA;[ 3EARNG CARACITY Of~CT
<br />_ESS ThAN 2000 P8lNCS PER SQlARE FOOT (PSf)
<br />A,~D PRO"DE ',A T,'" RESS: ANCE OF AT L[AST ! 50
<br />PSf PER FOOT 0' )EPTH
<br />EXCAVATION SHAll 3E ,E"'_ AND Pll~B^,D SHA"l
<br />"A;f. "'RTiCAl SIDES ~ND A 'cAT BASf,
<br />"CAVA TION SH~Ll 3( 'Re[ OF lOOSE SOILS. D[3R'S
<br />A,I'lD FORMiNG \jAiER',ALS
<br />CCNCRCE AND RE~FCRC:NC S:t~L SHALL BE P'~ACEC-
<br />IN CON'ORMA,~GE WI~H ACI 3'8-83
<br />CONCRETE SHAle BE READY ~;X[J DESIGNED TO
<br />DE';f.LoP A MIN'~"M COMPRESS''''' S'ReNGTH 0, 400(
<br />~~,,~~B~J~s ~~\tR~(1~:~ C~~~C~~ 2T8C JA\Y5M MilS,
<br />GRADE 60
<br />DC !.,jeT WELD ~EI~'~ORC:NC STEL
<br />ANCHOR BOLTS ShALL 3E CJT FRC~ RIh~D STOCK
<br />CON'GRMING TO AS'~ A36 AND
<br />GALVANIZED IN ~CCCRDANCE ~ITf1 ASTM A'21
<br />NJTS SHA,l BE T'RE~JED 'CR ,Sf WITH
<br />CAe VANIZ,D BOLTS
<br />lA~::~Al BEAKI!'<C F:JL~DA~;C~ ShAll BE :NSTAl~EO
<br />I~ UNDISTt:R8E~ SOIL DO NOT 3ACK ;"'Ll,
<br />WHE~ LOCAL EXT"~E FROST PE~E'RA TiON EXCEEDS
<br />4 'EET, EXCAVA~ Sl,A..,l"jCA,~:; SP9:.AD :-Ol.NDATIC~
<br />6 INCHES 3ElOW 'RCSTlINE ANONCREASE
<br />CCNCRE E QlJ AN TI TY
<br />SIGNS SHA" NOT BE INS'Ae,ED "'Il OONCR['E
<br />"AS CoRED 96 HOuRS.
<br />~HE SIGNNS~AlL[R ShALl PACK ~IGI-< S,RE~CTH
<br />NON-SHRiNK GROUTNTO "HE VOID 3CII!:EN IHE
<br />BOTTOM SURF ACE OF THE BASf PeA IT AND THE TOP
<br />SLRrACE OF THE ,0oNCHON
<br />F' 4 PK8~'~;" ~2~Rb~~ ~~lf~R T~6DI~~'~t GiE t\l S
<br />F15 FOU~DATICN DESIGN FOR WA"::R TABLE AT GRAJE
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<br />, SUPPORT STRUCTURES :
<br />
<br />A,'A" VSIS PROGRAM - SIGNCALC Vl:R '.6
<br />
<br />DESIGN CRI"R:A;
<br />II1NJWARD U~IFGRM IRESSURE = 20 PSF
<br />_[EWARD UNlfOR~ 'RESSeRE = JQ..5F
<br />TOTAL P~ESS\.JRE = 50 PSF
<br />
<br />FOUNDATION CRITERIA:
<br />
<br />ANAL VSIS PROCRA~ - SIG~CAlC Vl:R 1.6
<br />DESIGN CRiTE<:A:
<br />- 2000 PSF ,ILOWABlE GROSS S01l BUPING
<br />-OESIGN ;OR WATER :ABlE AT GRADE
<br />- \ 5G Pst lATERA' SOil BEA,<lNC
<br />ALTERNA TE CA TCRA, ,OUNDA TICN AM, YS;S
<br />PER 'J~IFGR~ 8UllDI~C CODE SECT, 2907
<br />
<br />MA TERIAL SCHEDULE :
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<br />ITE~
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<br />SL:PPlIEO BV INS'" ALE 0 BY
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<br />IDE~ ~iflCA TION SlGN
<br />PRiCE/MeSSAGE SIGNS
<br />I A.C M. S"ROuD
<br />I ST[,L SUPPCRT STRUCTURe
<br />CONCRETE FOUNCA TION
<br />~NC"OR 30t TS
<br />GROu T eN DE< BASE 'lA"
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<br />C","ER
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<br />GC
<br />GC
<br />SIGN NST
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<br />SIGN INS'AelER
<br />SiGN INS~AlLER
<br />SIGN INS' AUR
<br />SiGN NS'AU<
<br />G.C
<br />G.C.
<br />SiGN 'NST ALLER
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<br />, 3
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<br />NO
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<br />REVISIO~S
<br />
<br />DA TE CWN CKC
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<br />~B? Exploration & Oil Company
<br />~~!t.~~::.:",.Ul~ Admlnl,t:..tJon
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<br />ADaPT ef'lgineering. Inc.
<br />25.2 5, 'N, 42ND S~REE,
<br />~Ei'I'ON. WAS/-1:/'l'C'ON ;aOS5-t9J6
<br />TEl.. 2C62SU)644 'AX: 206,251,0820
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<br />~,AWI~G ~8. ABP-CI-06
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<br />SCALE ,1\,5 ~OTtD Joe MO A...R 'aI'"
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<br />JA~ \ C.It,T'E
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<br />: )RAWN
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<br />€...-O
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<br />DA"C
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<br />CHECKED
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<br />S'CNED
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<br />fiLE
<br />
<br />21gX001
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<br />
<br />INSTALLA TION DRAW'''C
<br />5' ABP-CENTER MOUNT
<br />WITH SHROuD, 50 PSF
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<br />2/1S;So7
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