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1,-0" <br />10'-3" <br />3 SPS. 1H]G44 <br />3 SPS. 11,70'2 03071 <br />FOOTING PLAN <br />cowuN <br />_ MATCH 11,1105: BARS <br />A <br />IHC403 <br />/X FIHc404 <br />IHCT021" <br />FOOTING SECTION <br />EL. 863.76 <br />®BOLTON <br />& MENK <br />9 COL. STEM—H <br />IHCII05E <br />IHC1006E 31/4" <br />) 2 YF R. EDGE OF DECK <br />DRNAMENTAL <br />NG- <br />IDESIGNT-4 CURB MOUNT/ <br />CONCRETE CURB <br />SEE SHEET 85 <br />FOR CURB DETAILS tTYP.I <br />-IHC1105E <br />6E <br />e 00. 555L 3/ <br />COLUMN STEM DETAIL <br />SECTION A -A <br />PENGINEER SIGNATURE <br />12'-0" TRAIL <br />—T BRIDGE <br />-DECK cuTTERu <br />DECK OUTIERLINE <br />A <br />STEM <br />1 o.P.- GG"� rEL N885.88i]ON JOINT <br />1� --RING BEAM <br />1 / KEYWAY <br />- WORKING L]NEII <br />CONS-11,89110N JOINT <br />EL. 882.63 <br />CL BRIDGE <br />WORKING LINE -- <br />IEL NBT 4.36ION JOINT <br />" t� l RING BEAM <br />2" L CONS", RUCTION JOINT <br />10'-3EL 07111 <br />I I A <br />�-5 COL STEM <br />ELEVATION <br />COLUMN 1 <br />SPREAD FOOTING LOAD DATA <br />* SERVICE DEGN <br />BEARING PRSIESSURE <br />EFFECTIVE WIDTH B' PIER/ <br />(PERPENDICULAR TO <br />EFFECTIVE LENC1H L' IPARAL LEL TOP]ERI <br />SERVICE RESISTANCEAd� BEARING <br />• a <br />NOTES <br />2.3 TONSLSOFT. CUT O T TT CD MEASURED GU GU ERLINE. <br />6 37 FT <br />ALL KEYWAYS ARE 2" X 6" X 1'-6". <br />15.14 FT FOR BILL OF REINFORCEMEN, SEE SHEET 46. <br />241 <br />*BASED ON SERVICE 1 LOAD COMBINATION <br />HELIX COLUMN 1 <br />DETAILS & REINFORCEMENT <br />= S.A.P.199-010 -�12 'TRIDGE NO. <br />ISHEET NO. 28 OF 99 SHEETS 02053 <br />