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21 '–r" Top of wall <br /> - - <br /> I r �— <br /> I I Remove concrete to install W8X24 <br /> I I I steel beam. <br /> – I 2'-6" After curing and installation of V/ <br /> 4 spaces W-0" = 1611 fasteners, backfill to to of j <br /> l I wall with minor concrete. <br /> Payment for concrete to be j <br /> > t- considered included in the price <br /> i — ryµ N i —1 — paid for Miscellaneous Metal. / <br /> M N N II N <br /> 19'-6" I 1/2" Resin capsule type Existing J <br /> N N N N anchor in 7/8" dia. hole concrete <br /> with 4" embedment. wall <br /> II N -+------------- - <br /> a----- ------+-I i i i 7 G N M I-+- — — SECTION "A"—"A" <br /> (Typical) <br /> N N 1 N N <br /> 1 N 1 N N I I Existing Concrete <br /> Junction Box. <br /> Steel grating "IKG <br /> 1 T — — Borden" or approved <br /> L <br /> — — -� equal. Refer to sheet <br /> o a�7 13 for details. <br /> N i i uB„ <br /> N W8X24 Steel Beam <br /> /I <br /> PLAN <br /> L - - - - - ---j <br /> NOTES I Existing Concrete <br /> a I Junction Box <br /> „ 1 . Shoulder backing material sholl i l J <br /> F; be graded flush with the top of - <br /> o steel grating, around its perimeter. <br /> 2. All Steel shall be A.S.T.M. A36. 2 —Zg _oo <br /> SECTION "B-B" <br /> COUNTY OF SAN JOA UIN SCKE CONSTRUCTION DETAILS LOWER SACRAMENTO ROAD RESURFACING sheet No. <br /> Q (Crating Details) Johant Road (E) to Sooromento County 12 of 16 <br /> ORNM B/ DATE PROJECT EN**V DALE CHECKED DATE SuTfe DATE APP RECOIAIENDED DATE <br />