Common use of Elevated Lanes Clause in Contracts

Elevated Lanes. ▪ I-35EL NB; the structure shall: o Include a two-lane stub-out at approx. Sta. 1448+35 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 1616+15 o Include a one-lane stub-out at approx. Sta. 1728+30 to accommodate, in plan and profile, a future ELNB-1604EB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELNB at approx. Sta. 1774+00 to approx. Sta. 1785+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 1818+83 o Include a two-lane stub-out at approx. Sta. 1838+75 to accommodate, in plan and profile, the future northern extension of the elevated lanes o DB Contractor shall place portable concrete traffic barrier across the stub-outs prior to opening the I-35EL NB to traffic. ▪ I-35EL SB; the structure shall: o Include a two-lane stub-out at approx. Sta. 2457+40 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 2615+32 o Include sufficient width to accommodate a 22-foot outside shoulder from approx. Sta. 2695+00 to tie in with one-lane stub-out at approx. Sta. 2710+00 o Include a one-lane stub-out at approx. Sta. 2714+50 to accommodate, in plan and profile, a future 1604WB-ELSB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELSB direct connector at approx. Sta. 2742+00-to Sta. 2730+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 2818+22. o Include a two-lane stub-out at approx. Sta. 2871+75 to accommodate, in plan and profile, the future northern extension of the elevated lanes o DB Contractor shall place portable concrete traffic barrier across the stub-outs prior to opening the I-35EL SB to traffic.

Elevated Lanes. DB Contractor shall design and construct the elevated lanes consistent with the Schematic Design and as set forth below: ▪ The I-35EL NB; the NB structure shall: o Include a two-lane stub-out at approx. Sta. 14481278+35 50 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot foot-wide crossover between the NB and SB elevated lanes, at approx. Sta. 16161416+15 o Include a one-lane stub-out at approx. Sta. 1728+30 to accommodate, in plan and profile, a future ELNB-1604EB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELNB at approx. Sta. 1774+00 to approx. Sta. 1785+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 1818+83 45 o Include a two-lane stubtie-out at approx. Sta. 1838+75 in to accommodate, in plan and profile, the future northern extension of the I-35 NEX Central NB elevated lanes and a two-lane tie-in to the I-35 NEX Central ELNB-N410 direct connector, as depicted in the Reference Information Document entitled, “I-35 NEX Central NB Elevated Lanes Connection” o DB Contractor shall place portable concrete traffic barrier across the stub-outs on the I-35EL NB at approx. Sta. 1314+30 prior to opening the S410-ELNB direct connector to traffic ▪ The I-35EL NB to traffic. ▪ I-35EL SB; the SB structure shall: o Include a two-lane stub-out at approx. Sta. 24572277+40 45 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot foot-wide crossover between the NB and SB elevated lanes, at approx. Sta. 26152414+32 o Include sufficient width to accommodate a 2261 DocuSign Envelope ID: 69FAD993-foot outside shoulder from approx. Sta. 2695+00 to tie in with oneF221-lane stub-out at approx. Sta. 2710+00 o Include a one-lane stub-out at approx. Sta. 2714+50 to accommodate, in plan and profile, a future 1604WB-ELSB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELSB direct connector at approx. Sta. 2742+00-to Sta. 2730+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 2818+22. 4BEC-895E-9675AB93CDF8 o Include a two-lane stubtie-out at approx. Sta. 2871+75 in to accommodatethe I-35 NEX Central Project N410-ELSB direct connector and a two-lane tie-in to the I-35 NEX Central Project SB elevated lanes, as depicted in plan and profilethe Reference Information Document entitled, the future northern extension of the elevated lanes “I-35 NEX Central SB Elevated Lanes Connection” o DB Contractor shall place portable concrete traffic barrier across the stub-outs on the I-35EL SB at approx. Sta. 2314+75 prior to opening the I-35EL SB ELSB-GB and the ELSB-S410 direct connectors to traffic.

Elevated Lanes. ▪ I-35EL NB; the structure shall: o Include a two-lane stub-out at approx. Sta. 1448+35 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 1616+15 o Include a one-one lane stub-out at approx. Sta. 1728+30 to accommodate, in plan and profile, a future ELNB-1604EB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELNB at approx. Sta. 1774+00 to approx. Sta. 1785+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 1818+83 o Include a two-lane stub-out at approx. Sta. 1838+75 to accommodate, in plan and profile, the future northern extension of the elevated lanes o DB Contractor shall place portable concrete traffic barrier across the stub-outs prior to opening the I-35EL NB to traffic. ▪ I-35EL SB; the structure shall: o Include a two-lane stub-out at approx. Sta. 2457+40 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 2615+32 o Include sufficient width to accommodate a 22-foot outside shoulder from approx. Sta. 2695+00 to tie in with one-one lane stub-out at approx. Sta. 2710+00 o Include a one-one lane stub-out at approx. Sta. 2714+50 to accommodate, in plan and profile, a future 1604WB-ELSB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELSB direct connector at approx. Sta. 2742+00-to Sta. 2730+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 2818+22. o Include a two-lane stub-out at approx. Sta. 2871+75 to accommodate, in plan and profile, the future northern extension of the elevated lanes o DB Contractor shall place portable concrete traffic barrier across the stub-outs prior to opening the I-35EL SB to traffic.

Elevated Lanes. DB Contractor shall design and construct the elevated lanes consistent with the Schematic Design and as set forth below: ▪ The I-35EL NB; the NB structure shall: o Include a two-lane stub-out at approx. Sta. 14481278+35 50 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot foot-wide crossover between the NB and SB elevated lanes, at approx. Sta. 16161416+15 o Include a one-lane stub-out at approx. Sta. 1728+30 to accommodate, in plan and profile, a future ELNB-1604EB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELNB at approx. Sta. 1774+00 to approx. Sta. 1785+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 1818+83 45 o Include a two-lane stubtie-out at approx. Sta. 1838+75 in to accommodate, in plan and profile, the future northern extension of the I-35 NEX Central NB elevated lanes and a two-lane tie-in to the I-35 NEX Central ELNB-N410 direct connector, as depicted in the Reference Information Document entitled, “I-35 NEX Central NB Elevated Lanes Connection” o DB Contractor shall place portable concrete traffic barrier across the stub-outs on the I-35EL NB at approx. Sta. 1314+30 prior to opening the S410-ELNB direct connector to traffic ▪ The I-35EL NB to traffic. ▪ I-35EL SB; the SB structure shall: o Include a two-lane stub-out at approx. Sta. 24572277+40 45 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot foot-wide crossover between the NB and SB elevated lanes, at approx. Sta. 26152414+32 o Include sufficient width to accommodate a 22-foot outside shoulder from approx. Sta. 2695+00 to tie in with one-lane stub-out at approx. Sta. 2710+00 o Include a one-lane stub-out at approx. Sta. 2714+50 to accommodate, in plan and profile, a future 1604WB-ELSB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELSB direct connector at approx. Sta. 2742+00-to Sta. 2730+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 2818+22. 61 o Include a two-lane stubtie-out at approx. Sta. 2871+75 in to accommodatethe I-35 NEX Central Project N410-ELSB direct connector and a two-lane tie-in to the I-35 NEX Central Project SB elevated lanes, as depicted in plan and profilethe Reference Information Document entitled, the future northern extension of the elevated lanes “I-35 NEX Central SB Elevated Lanes Connection” o DB Contractor shall place portable concrete traffic barrier across the stub-outs on the I-35EL SB at approx. Sta. 2314+75 prior to opening the I-35EL SB ELSB-GB and the ELSB-S410 direct connectors to traffic.

Elevated Lanes. DB Contractor shall design and construct the elevated lanes consistent with the Schematic Design and as set forth below: ▪ The I-35EL NB; the NB structure shall: o Include a two-lane stub-out at approx. Sta. 14481278+35 50 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 16161416+15 o Include a one-lane stub-out at approx. Sta. 1728+30 to accommodate, in plan and profile, a future ELNB-1604EB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELNB at approx. Sta. 1774+00 to approx. Sta. 1785+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 1818+83 45 o Include a two-lane stubtie-out at approx. Sta. 1838+75 in to accommodate, in plan and profile, the future northern extension of the I-35 NEX Central NB elevated lanes and a two-lane tie-in to the I-35 NEX Central ELNB-N410 direct connector, as depicted in the Reference Information Document entitled, “I-35 NEX Central NB Elevated Lanes Connection” o DB Contractor shall place portable concrete traffic barrier across the stub-outs on the I-35EL NB at approx. Sta. 1314+30 prior to opening the S410-ELNB direct connector to traffic ▪ The I-35EL NB to traffic. ▪ I-35EL SB; the SB structure shall: o Include a two-lane stub-out at approx. Sta. 24572277+40 45 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 26152414+32 o Include sufficient width to accommodate a 22-foot outside shoulder from approx. Sta. 2695+00 to tie in with one-lane stub-out at approx. Sta. 2710+00 o Include a one-lane stub-out at approx. Sta. 2714+50 to accommodate, in plan and profile, a future 1604WB-ELSB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELSB direct connector at approx. Sta. 2742+00-to Sta. 2730+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 2818+22. 61 o Include a two-lane stubtie-out at approx. Sta. 2871+75 in to accommodate, the I-35 NEX Central Project N410-ELSB direct connector and a two-lane tie-in plan and profile, to the future northern extension of the I-35 NEX Central Project SB elevated lanes , as depicted in the Reference Information Document entitled, “I-35 NEX Central SB Elevated Lanes Connection” o DB Contractor shall place portable concrete traffic barrier across the stub-outs on the I-35EL SB at approx. Sta. 2314+75 prior to opening the I-35EL SB ELSB-GB and the ELSB-S410 direct connectors to traffic.

Elevated Lanes. DB Contractor shall design and construct the elevated lanes consistent with the Schematic Design and as set forth below: ▪ The I-35EL NB; the NB structure shall: o Include a two-lane stub-out at approx. Sta. 14481278+35 50 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot foot-wide crossover between the NB and SB elevated lanes, at approx. Sta. 16161416+15 o Include a one-lane stub-out at approx. Sta. 1728+30 to accommodate, in plan and profile, a future ELNB-1604EB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELNB at approx. Sta. 1774+00 to approx. Sta. 1785+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 1818+83 45 o Include a two-lane stubtie-out at approx. Sta. 1838+75 in to accommodate, in plan and profile, the future northern extension of the I-35 NEX Central NB elevated lanes and a two-lane tie-in to the I-35 NEX Central ELNB-N410 direct connector, as depicted in the Reference Information Document entitled, “I-35 NEX Central NB Elevated Lanes Connection” o DB Contractor shall place portable concrete traffic barrier across the stub-outs on the I-35EL NB at approx. Sta. 1314+30 prior to opening the S410-ELNB direct connector to traffic ▪ The I-35EL NB to traffic. ▪ I-35EL SB; the SB structure shall: o Include a two-lane stub-out at approx. Sta. 24572277+40 45 to accommodate, in plan and profile, the future southern extension of the elevated lanes o Include an 80-foot foot-wide crossover between the NB and SB elevated lanes, at approx. Sta. 26152414+32 o Include sufficient width to accommodate a 22-foot outside shoulder from approx. Sta. 2695+00 to tie in with one-lane stub-out at approx. Sta. 2710+00 o Include a one-lane stub-out at approx. Sta. 2714+50 to accommodate, in plan and profile, a future 1604WB-ELSB direct connector as depicted on the Schematic Design o Include sufficient width to accommodate a 22-foot outside shoulder from tie in with 1604EB-ELSB direct connector at approx. Sta. 2742+00-to Sta. 2730+00 o Include an 80-foot wide crossover between the NB and SB elevated lanes, at approx. Sta. 2818+22. 61 o Include a two-lane stubtie-out at approx. Sta. 2871+75 in to accommodate, the I-35 NEX Central Project N410-ELSB direct connector and a two-lane tie-in plan and profile, to the future northern extension of the I-35 NEX Central Project SB elevated lanes , as depicted in the Reference Information Document entitled, “I-35 NEX Central SB Elevated Lanes Connection” o DB Contractor shall place portable concrete traffic barrier across the stub-outs on the I-35EL SB at approx. Sta. 2314+75 prior to opening the I-35EL SB ELSB-GB and the ELSB-S410 direct connectors to traffic.