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<br />J / J. . ELECTRICAL ACCESS
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<br />2 I TYPICAL ANCHOR SETTING PLAN
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<br />b ""-"ft GROUT
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<br />I 1/'" IoN01OR
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<br />SEE: FOUNCA,TIC*
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<br />4 I SECTION THRU REBAR CAGE
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<br />A I TYPICAL CONNECTION DETAIL AT SIGN BOX
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<br />CONNECTION CliPS TO BE SHIPPl:D FX
<br />Bill TED TO SICN CABIN[1 WITH 1/2"'
<br />A3.25 BOlTS - TYP. \'rHO CONNECTION ~-'.I"
<br />CUPS TO UPRIGHIS ON J ~OES ON\. Y . I '
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<br />, , SICN CASINO
<br />I 12'h2" AST~ A307 Bill TS
<br />litTH NUTS AND WASHERS
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<br />NOTES;
<br />I DO NOT GUESS, DIRECT ALL OUESTlONS CONCERNINO ThiS OCSIGN TO T"E
<br />ENGINEERING OCPT Of BP OlL CO., ClE'lAND OHIO (216-586-43.3.7)
<br />2. DO NOT SCALE fRD~ THIS DRAWING.
<br />3. GRAPHICS ARE NOT lD BE REPRODUCED fRO~ THIS DRAWI:,G.
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<br />I ClEARANCE IS SHO\\l1l BCI'r\:EN SICN I
<br />CABiNETS AND ADJACENT CO~PONENTS
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<br />KEY NOTES :
<br />
<br />fl. DO NOI SCALE THIS DRAWING,
<br />f2. SOlt MUSI PROY1DE SAfE BEARING CAPACITY Of NOT
<br />LESS THAN 2000 POUNDS Pl:R SOU ARE FOOl (PSI')
<br />AND PROY1DE LATERAL RESlSTANCE Of AT LEAS115D
<br />PSI' PER fOOT or OCPTH.
<br />EXCAVATION SHAlL BE LEV!:l AND PLU~B AND ShALL
<br />HA V!: ~RTICAL SlOES AND A FlAT BAS!:,
<br />EXCAVATION SHALL BE FREE Of LOOSE SOllS, OCBRIS
<br />AND FOR~ING MA 1ERIALS.
<br />F4. CONCRETE AND REINFORCING S1EEl SHALL BE PlACED
<br />IN CONFDRMANCE WI'fH W J18-81
<br />F5. CONCRETE SHALL BE READY MIXED OCSIGNED 10
<br />DE~LOP A ~INIMU~ CO~PRESSM STRENGTH or 400C
<br />POUNDS Pl:R SOU ARE INCH (PSI) IN 28 DAYS.
<br />F6. REINFORONO STEEL ShALL CON(OR~ TO AST~ A615,
<br />GRADE 60.
<br />F7. DO NOT I'r\:LO REINFORCING STEEl.
<br />F8. ANCHOR Bill TS SHALL BE CUI FRO~ ROUND STOCK
<br />CONFORMING TD AST~ A3.6 AND
<br />GALVANIZED IN ACCORDANCE WITH ASTM AI2J.
<br />NUTS SHAll BE THREADED FOR US[ WITH
<br />GALVANIZED Bill IS.
<br />LA TERAL BEARING FOUNDATION SHALL BE INSTAlLED
<br />IN UNDISTURBED SOIl. DO NOT BACK FIll.
<br />FII. WHEN LOCAL EX1REME FROST Pl:NETRATlON EXCEEDS
<br />4 FEn, EXCAVATE STANDARD SPREAD FOUNDATION
<br />6 INCHES BE\.OW FROS1UNE AND INCREAS!:
<br />CONCRE1E OUANTlTY.
<br />F12. ~GNS SHAll NOI BE INSTAlLED UNlll CONCRETE
<br />HAS CURED 96 HOURS.
<br />F1J. THE SIGN INSTALLER SHALL PACK HIGH STRENGTH
<br />NON-SHRINK GRDUT INTO THE YOID BETI'r\:EN THE
<br />BOTTDM SURFACE Of THE BAS!: PlA1E AND THE TOP
<br />SURf ACE or THE FOUNDA Il0N.
<br />P~BM~l M~"b~~ ~rIGR~~R T~5Dg~tN'~GDl: This.
<br />F15. FOUNDATION DESIGN FDR WAltR TABLE AT GRADE
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<br />SUPPORT STRUCTURES :
<br />
<br />ANAL Y5lS PROGRAM - SlGNCALC ~R 1.6
<br />
<br />DESIGN GRIltRiA;
<br />WINDWARD UNIFORM PRESSURE = 20 PSI'
<br />LEEWARD UNIFOR~ PRESSURE = ~
<br />TOTAL PRESSURE = 50 PSI'
<br />
<br />FOUNDATION CRITERIA:
<br />
<br />ANAL Y5lS PROGRAM - SlGNCALC V!:R 1.6
<br />DESlGN CRI TERiA;
<br />-1000 PSI' ALLOWABLE GROSS SOlt BEARING
<br />-DESIGN FOR WATER TABlE AT GRADE
<br />-150 PSI' LATERAL SOlt BEARING
<br />ALTERNA1E LA1ERAL FOUNDATION ANALY5lS
<br />PER UNIFOR~ BUILOING Coo( SECT 2907
<br />
<br />MA TERfAL SCHEDULE :
<br />
<br />IJIM
<br />IDENTIFICATION SIGN
<br />PRICE NE SSAGr SIGNS
<br />A.C.M. SHROUO
<br />SIEEl SUPPORT STRUClURE
<br />CONCRETE FDuNDA TlON
<br />ANCHOR Bill TS
<br />GROUl UNDER BASE PlA 1'[
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<br />SUPPliED BY
<br />O\\l1lER
<br />O\\l1lER
<br />O\\l1lER
<br />D\\I1IER
<br />G.C
<br />G.C
<br />SIGN INSI
<br />
<br />INSI ALLED BY
<br />
<br />SICN INSTALLER
<br />SICN INSTALLER
<br />SIGN INSTAlLER
<br />~CN INSTAlLER
<br />G.C.
<br />G.C.
<br />SICN INSTALLER
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<br />NO.
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<br />REV1SIONS
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<br />DA lE DWN CKO
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<br />IIII'mSP E)(ploration & Oil Company
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<br />IWM'T Englneerlt>ll. Inc.
<br />252 S. .. (2ND S1RE[l
<br />R:ENTOM. WASHINCTON 95055- 4936
<br />1U; 206.25',084. fAX; 206.25'0820
<br />
<br />DRAWING NO, ABP-DI-D6
<br />
<br />SCALE AS NOTEO JOB NO. AlA 'BP'
<br />DE:SlGNEO JAM OAT! 2/19/'37 0
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<br />DRAWN
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<br />,.10
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<br />CATE
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<br />2/2(/91 OJ
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<br />2,9)(001
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<br />INST ALLA TION DRAWING
<br />5' ASP-CENTER MOUNT
<br />WITH SHROUD, 50 PSF
<br />
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<br />15(;-1 ~
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