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Sheets 1S501, 1S502, iS504 & iS505 shows location of construction joints with <br /> Shear Key and #5 x h'-0" dowels @ 18". <br /> 48 - Detall 2/TNS504 cut from TNS11. The verlical bars on the Inside face of • <br /> the pedestrian tunnel wall are Indicated as being #5 at 10" O.C. Sectlon <br /> A/TNS507, however, seems to indicate these bars are spaced at 12" O.C. <br /> Rebars on inside of face of tunnel wall, Section A/TNS507 has been corrected <br /> to read ;�5 @ 10", Issue "8" 3-30-92. <br /> 49 - Section A/TNS505. In the utllity trench rool to ihe rlght of the pedestrlan <br /> tunnel it seems the length of the bars which run parallel to the trench <br /> ahould be Indicated, or a note such as "extent to first construction JoInY' <br /> be edded. <br /> Sheet 1S505 shows location of construction joints with Shear Key and #5 x 4'- <br /> U" dowels @ 18". <br /> 50 - Detail 3/TNS513 and Computatlon Sheet 500. We suggest the tlee in the <br /> "T" ahaped plers at the sides of the knock out panels be developed Into <br /> the concrete beyond the vertical edges of the panels. � <br /> Ties at "T' shaped piers are developed 1'-6" into the concrete beyond the <br /> vertical edges of panels, will show. <br /> 51 - Section A/TNS514 and Computation Sheets 575 and 501. A note at the ;,�j <br /> bottam right corner of the sectlon states "add 2-#7x11'-4" at 4" between '� <br /> #5 for 16'5" balance w/ #5 at 12":' It seems the extent ot thie added <br /> relnforcing needs to be clarifled as It does not seem to be clearly <br /> indicated In this section, nor does ii seem to be shown In Section �� <br /> F/TNS515 which is cut perpendicularly through the same area oft slab. ,� <br /> �� <br /> The extent of 2 • #7 x 11'-4 @ 4" between #5 for 16'-5" should be self- <br /> explanatory when Detail 3/TNS513 show the smaller elevator pit base to be 16'- <br /> 5" wide East-West. Section F/TNS 515 is cut south of these bars. Will delete <br /> "Balance w/#5 @ 12"". <br /> 52 - Section B/TNS514. Above the middle opening #3 at 7" Is called out for <br /> horizontal bars. Based on Section D/TNS515, it appears this note should <br /> read "3•#7". <br /> Will change #3 @ 7 to read 3 • #7 in Section B/TNS514 <br /> 3 <br />