Retaining Walls. Prepare preliminary retaining concepts to be shown on schematics, typical sections, and cross sections. • Determine if any additional walls are required and verify the need for and length of the retaining wall as shown on the ultimate schematic. • Compute and tabulate retaining wall quantities for preliminary design milestone plans submittal.
Retaining Walls. Where retaining walls or fences have been erected on any of the boundaries of the Property by the Seller, the Buyer agrees not:
Retaining Walls. At property lines where a grade or elevation change occurs between the development and direct abutters, the Applicant will install a retaining wall near the property line to maintain the current grade of the direct abutters.
Retaining Walls. 35. The Developer agrees that dry-stacked segmental concrete (masonry block) gravity walls shall be the preferred method of retaining wall construction for the purpose of erosion control or slope stability on the Lands and furthermore that the use of metal wire basket cages filled with rock (gabions) is not an acceptable method of retaining wall construction.
Retaining Walls. 1.4.7 Driveway ramps
Retaining Walls. In some communities certain lots may require retaining walls. These may be constructed of wood, concrete, or concrete block as recommended by the developer's civil engineer, where applicable. The retaining walls may be located on or adjacent to the actual property line. Those walls that run along any street or public right of way are inside the Homeowner's property line and will be the Homeowner's responsibility to maintain. If the retaining wall is located between adjacent property owners, the maintenance and repair of the wall is the joint responsibility of the corresponding homeowners. The presence or absence of retaining walls does not affect the Total Sales Price of the Home.
Retaining Walls. With respect to the School Project, the requirement of Section 28.09.014(f) is amended as follows: “Retaining walls shall not exceed two (2) feet above the material being retained.”
Retaining Walls. The Buyer must not alter, construct or permit to be constructed additional retaining walls on existing boundaries unless additional blocks are required to be added to a retaining wall, in which case engineering certification may be required.
Retaining Walls. At a minimum, DB Contractor shall design and construct new retaining walls at all locations shown on the TxDOT Schematic Design. EXHIBIT 2 Appendix 1: DB Contractor’s Proposal Commitments Appendix 2: ATCs APPENDIX 1 TO EXHIBIT 2 DB CONTRACTOR’S PROPOSAL COMMITMENTS [To be inserted from Proposal] No. Proposal Location Proposal Commitment 5 APPENDIX 2 TO EXHIBIT 2 ATCs EXHIBIT 3 Appendix 1: List of Reference Information Documents Appendix 2: Portions of Reference Information Documents Incorporated in the Contract Documents for Purposes of DB Contractor Relief APPENDIX 1 TO EXHIBIT 3 List of Reference Information Documents APPENDIX 2 TO EXHIBIT 3 Portions of Reference Information Documents Incorporated in the Contract Documents for Purposes of DB Contractor Relief • The documents under the folder titled “Geotechnical Information” in the RIDs to the extent set forth in Section 4.6.9.1 of the General Conditions. • The documents under the folder titled “Signed and Sealed Engineering Data” shall constitute the Signed and Sealed Engineering Data. • The documents under the folder titled “Utility Strip Map” in the RIDs to the extent set forth in Section 4.5.1 of the General Conditions and Section 4.6.9.2 of the General Conditions. • The documents under the folder titled “Level B SUE” for the purpose of subsection (d) of the definition of TxDOT-Directed Change. Texas Department of Transportation APPENDIX 2 TO EXHIBIT 3 Addendum #2 to Request for Proposals I-2/I-69C Interchange Project Page 3 Design-Build Agreement February 7, 2019 Appendix 2 to Ex. 3 – Portions of Reference EXHIBIT 4 CMC AMENDMENTS As set forth in Section 2.1.4 of the DBA, DB Contractor shall be obligated to perform the Maintenance Services and all other obligations set forth in the Capital Maintenance Agreement. Consequently, the General Conditions are amended as follows: (i) underlined text is hereby added to the General Conditions and (ii) stricken text is hereby deleted therefrom.
Retaining Walls. Where retaining walls are more than 700mm high these wall/s should have been installed with engineering design and supervision. Retaining Walls found on the site were not assessed for design adequacy and the performance of these walls is not the subject of a standard property report. Any cracking or movement in the walls identified during the inspection should be further investigated by a structural engineer and/or monitored for further deterioration.
