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project. The total area of this improvement is approximately 3.0 acres (Refer to Figure 9). Drainage shall be assumed to overflow to the existing manhole and 36" receiving pipe, located just north of the Park Lane intersection. Owner to provide available capacity in the 36"pipe for design (in cfs). Intent is to retain /percolate a 10 year design storm, if feasible, considering available capacity and project budget. Engineer shall provide parking phasing plans and maintenance pedestrian plan during construction. The existing Junior League house will remain, or be relocated by others. 50%plans to include a lighting layout, draft maintenance of parking concepts, drainage concept, landscape layout, and a statement of probable construction costs. The Probable Construction Cost budget limit is$1,000,000.00. 4. Delete Section V. of Appendix "A" in its entirety. V. Not Used. 5. Add Section X.2. to Appendix "A" as follows: 2. The ENGINEER will develop specification documents for the demolition of the structure located in the parking lot along the west side of North Michigan Street just north of Bartlett Street, South Bend, Indiana (Refer to Figure 10). The OWNER and ENGINEER agree that the documents will be written so that the base bid cost for the demolition of above and below ground structures will be bid as a lump sum item. a. Site Grading and Drainage The ENGINEER will include general instructions for backfill and compaction, final grade and for temporary seeding. b. General Site Underground Demolition The ENGINEER will develop specification documents identifying, in general, those materials that shall be demolished and removed or potentially abandoned in place. The specification documents shall also provide general information as to how the site will be prepared relative to the removal of 4 foundations and concrete slabs. 3 of 8 Supplemental Agreement No.4