Docusign Envelope ID: AC7C9AAC-FC47-4E23-9BE4-23B2AAB37361 3/4/2026 3/4/2026 N/A [File Location: Y:\Kansas\13XX-60S\1326-600002.00_Topeka_UBAS_26\Eng_Docs\General\SHEETS\1326-600002_GEN NOTES.dwg] [Plot Date: 4/6/2026 3:37:57 PM] [Last Saved: 4/6/2026 3:35:10 PM; Jrentier] DRAWN BY: UBAS 2026 APP'D BY: NO. DATE: REVISION BY: APP'D Alfred Benesch & Company 123 SE 6th, Suite 200 Topeka, Kansas 66603 Ph 785.409.6507 Job No. - 131057.00 PROJECT 841106.02 620 SE MADISON St. ¨ 2nd Floor ¨ TOPEKA, KS 66607 Phone: (785) 368-3842 ¨ Fax: (785) 368-3881 DATE: FEB 2026 SUMMARY OF QUANTITIES SHEET: 2 OF44 PROJ.: 841106.02 GENERAL NOTES 1. All construction methods and materials used in the construction of the improvements covered by these plans shall be in accordance with the current Edition of the City of Topeka & Shawnee County - Standard Technical Specifications and as amended by the Project Manual for this project. The 2015 Kansas Department of Transportation Standard Specifications for State Road and Bridge Construction shall be used where referenced. 22. 6" Type A compaction is SUBSIDIARY to "Full Depth Pavement Patch". 2. The Contractor shall be responsible to locate all overhead and buried utilities to perform the work required. Utilities, with the exception of the abandoned utilities, damaged through the failure of the Contractor to obtain or verify the location of the same, shall be repaired and/or replaced by the utility entity at the Contractor's expense and at no cost to the City of Topeka. 3. Contractor shall notify the City of Topeka Traffic Section (368-3842) a minimum of 48 hours in advance of start of construction and in advance of switching traffic from one phase to the next. 24. Approximate location of water valves are depicted on the plans. These water valve locations and any other water valves not shown, shall be protected during construction. Pave around and adjacent to the lids but not on top of the lids or mark them prior to paving. The contractor is required to chip/remove any surfacing material remaining on lids. For any lids that have an excessive vertical drop below the new paving surface (see section 820 in the project manual for more information including what is considered an excessive vertical drop), the contractor shall adjust the water valve. 4.
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