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HomeMy WebLinkAboutWPO202100068 Other 2022-02-14ca=�fra 1� W GIRDER (DESIGNCS18M BY OTHERS) FLAT WASHER & DOUBLE NUT (TYP.)� CLAMP II/: DIA. It ITYP.) ANCHOR BOLT (TYPJ p 5/s" S0. BAR IS. LONG) I I 5-AHOSOI-A --- --- BEARING PLATE, ELASTOMERIC PAD &ANCHOR PLATE PER CONTECH PLANS (TYP.1 EL. fitl9.311 MR DENOTES MUDDY RUN BMC DENOTES BUCK MOUNTAIN CREEK ELEVATION SCALE I' = I'-O" `S-AHO6OI CHAMFER (TYPJ AV0401 (TYP.) F Erb I Immm mmmmm..po IS ME] I LBu: /�Y':THK. /a 4 BAR (B• LONG) CLAMP IC SCALE: 2" = 1'-0" 10TY. = 24) TecMlool Foundations. Inc. P.O. sox 57 Sandaion, Virginia. 23150 a04.M.4500 PLAN SCALE: V = I'-0" CHAMFER (TYP.) Q SILL & ANCHOR BOLTS `II,: DIA. ANCHOR BOLT (TYP.) AV0401 STIRRUPS PIN DIA. = 2" 2'-6• AH0601 II/a' DIA. ANCHOR BOLT WITH 2 HEAVY HEX NUTS (4" MINIMUM THREAD LENGTH) ( —AV0401 F.{ \—AHO601 SECTION SCALE: I" = 1'-0- GENERAL CONCRETE SHALL BE CLASS A4 (f'c = 4,000 PSD. DEFORMED REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. ALL REINFORCING BAR DIMENSIONS ARE TO BE TO CENTERS OF BARS EXCEPT WHERE OTHERWISE NOTED AND ARE SUBJECT TO FABRICATION AND CONSTRUCTION TOLERANCES. CONCRETE SILLS SHALL BEAR ON FIRM MATERIAL WITH A BEARING CAPACITY OF AT LEAST 3.500 PSF. SITE SPECIFIC SOIL BORINGS INDICATE THAT BEARING CAPACITY IS ACHIEVABLE AT THE BOTTOM OF SILL ELEVATIONS SHOWN. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55 AND SHALL BE GALVANIZED. APPROPRIATE NUTS AND WASHERS SHALL BE SUPPLIED. CONCRETE SILLS SHALL CURE A MINIMUM OF 14 DAYS PRIOR TO PLACING THE CONTECH BRIDGES. CCWPn111 F nF GFINFnRfINf. CTFFI BAR NO. REG-D. LENGTH WT. ILBS.) AH0601 40 II-8• 701 AV0401 52 G'-B' 232 APPRDXWATF QUANTITIES ICONCRETEI STEEL Cu. Yds. Lbs. 5.92 933 SCHEDULE OF REINFORCING STEEL AND APPROXIMATE QUANTITIES REFLECT FOUR CONCRETE SILLS. © CopYrldGt 2021, CY 7ecbnlcal FcunEatlons. Inc- NYSTROM BRIDGES ALBEMARLE COUNTY, VA CONCRETE SILLS Description Data i note JOC No. Ne=* F Revisions AUGUST 2021 21-927 OF