Laserfiche WebLink
Traffic <br />Cross <br />Wires <br />Longitudinal <br />Joint <br />NOTE: <br />Inner and Outer Reinforcement to be exposed as required to <br />tie to Cast —in —Place Construction. A minimum of Two Cross <br />Wires shall be exposed on all sides. <br />5 <br />1/2" Min <br />t M ax. <br />As7 <br />- Top <br />As8 <br />- Bottom <br />Asl - <br />Side <br />'Ho'- Top <br />'Co'- All Other Points <br />Top, Bottom Or Wall <br />f 1/2 Wail , <br />I <br />6" Ref. <br />Spigot <br />Bell <br />3/8" <br />Joint Detail <br />As2-Top <br />Asa - Bottom <br />As4 - Side <br />'Hi'- Top <br />'Ci' - All Other Points <br />13" <br />Rubber Element - Mastic Element <br />L r --Protective Film <br />Element <br />Location of Joint-----.-w- Exterior Surface <br />EXTERNAL SEALING BAND SCHEMATIC <br />Not To Scale <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION <br />DATUM: <br />FILE No. : <br />_A I -'RE-CAST DETAILS - SUBMITTAL 82R2 <br />I <br />_ I _ <br />Intermediate <br />Box <br />Date: 9126/2017 <br />12' x 9' <br />R. C. Box Culvert <br />- -- As 1 /As7 <br />Wall - f' 'Ho' <br />-o n sve rse Ash (As Req'd) <br />)int <br />y <br />4 <br />'Ev' AS2 'Hi' <br />As --- —'EW Ass (As Req'd) <br />Syrnetrical About <br />� As4 <br />Centerline <br />'span <br />Ac ' ' i' <br />r- <br />n <br />Span- 12' <br />Rise: 9' <br />Joint Length: 6.00' <br />Contractor- MYERS & SONS <br />PROJECT <br />MCHENRY AVE. CORRIDOR <br />IMPROVEMENTS <br />RCB-2015(2.2.6).xism - Xstn <br />BY DATE SCALE PREPARED BY <br />HORIZONTAL: DRAWN: H. SULLIVAN <br />VER TI CAL: <br />I DESIGNED: N. CALDERONE <br />0 1 2 <br />1 DF/TB 9/05/1 I i I I I CHECKED: A. SELLADURAI <br />1 INCHES <br />1 I 0 10 20 30 40 50 APPROVED: 0. BROWN <br />i I - I I I I I I <br />MILLIMETERS <br />,Co, <br />Top: <br />12.00" <br />Bottom- <br />12.00" <br />Wall: <br />12.00" <br />LOCATION <br />STOCKTON <br />CALIFORNIA <br />Shop Drawing Time: 10:39 AM <br />Prod u ct - <br />Precast R. C. Box Culvert - <br />Specification: ASTM C 1577 - Table 1 <br />Fill, 0.00' Thru 10.00' Top: 12.00" <br />Joint Length.- 6.00' Span: 12' Bottom: 12.00" <br />Rise: 9' Wall- 12.00" <br />Permissible Variations: <br />Top Dimension 'Ci' = 1.00" (+1/2", -3/8") <br />Dimension 'Co' = 1.00" (+1/2", -3/8") <br />Dimension 'D' = 4.00" For Walls Greater Than 6" <br />Dimension "Eh' = 12.00" Haunch Equal To The Wall Dimension <br />Dimension 'Eve = 12.00" Haunch Equal To The Wall Dimension <br />Dimension 'Hi' = 1.00" (+1/2", -3/8") <br />RiseDimension'Hi'= <br />'Ho = 2.00" (+1/2", -3/8") <br />Reinforcing Bill Of Materials: <br />Asl (b/e)= 0.81/0.29.- 1 - 6' Joint(s) <br />As2 + 5 = 1.24/0.290: <br />Asa We) = 1.24/0.11- <br />As4 (c/e)= 0.29/0.11: <br />As7 + 6 = 0.81 /0.290: <br />As8 (b/e) = 0.81 /0.29: <br />Bottom General Notes - ASTM C 1577 <br />A.) 28 Day Concrete Strength Will Be Equal To Or Greater Than 5,000 Psi. <br />B.) Each Length Has (2) 2-1/2" Diameter Lift Holes In The Top Slab. <br />C.) This Design Meets Or Exceeds ASTM C 1577 <br />D.) Welded Wire Fabric Meets Or Exceeds ASTM A1064, Fy = 65,000 psi <br />E.) Laps Shall Conform To Applicable Section Of ASTM C 1577 <br />F.) The Min. Req"d Extension of Asl into the Top & Bottom Slab is Dim 'M' = 66". <br />G.) The Design Has Been Modified To Meet/Exceed The Design Notes Per CALTRANS <br />Standard Plan D83B <br />SPECIFICATION <br />ASTM C 1577 - Table 1 <br />Fill = 0.00' Thru 10.00' <br />- No Scale - <br />AII Dimensions Subject To <br />Allowable Specification Toleran,_ t—, <br />DATE REVISION <br />8/22/2017 911 /2617 <br />JRZ JRZ <br />Forterra Pipe & Precast <br />MANUFACTURING PLANT DRAWING <br />NUMBER <br />Sacramento <br />California 1 <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />Structure Representative - David Franco, P.E. <br />Revisions By -- - 9/28/2021 <br />DATE 01FV <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />F <br />09-29-16 �C0M 09-29-16 ORIN A. BROWNIr <br />AECOM Technical Services, Inc.09-29-16 2020 L Street, Suite 300 NoMcHENRY AVE CORRIDOR IMPROVEMENTS <br />C48859 <br />Exp.09-30-18 <br />Sacramento, cA95811McHENRY AVE BRIDGE OVER SSJID MAIN CANAL (REPLACE) sr9 CIVIL09-29-16T 916.414.5800 F 916.414.1557 OFcnPRECAST REINFORCED CONCRETE BOX CULVERT <br />DRAWING <br />S-306 <br />OF <br />S-313 <br />SHEET <br />1690F176 <br />J <br />