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SEE HALFF <br />; Page <br />2.3.1.13 <br />Drainage Plans <br />2.3.1.14 <br />Drainage Profiles <br />2.3.1.15 <br />Culvert Plan/Profile Sheets <br />2.3.1.16 <br />Drainage Calculations <br />2.3.1.17 <br />Channel Grading Plans <br />2.3.1.18 SW3P and Temporary Erosion Control Plans (for roadway, drainage, and <br />water and wastewater construction) <br />2.3.1.19 Traffic Signal Modification Plans for the existing traffic signal at Old RR <br />12 and W. Holland Street. <br />2.3.1.20 Traffic signal plans for a new traffic signal at Old RR 12 and Franklin <br />Street. These plans were done by others but will be included in this plan <br />set for bidding and construction. <br />2.3.1.21 Retaining wall plans and details (if required) <br />2.3.1.22 Standard and special details <br />2.3.1.23 Cross sections <br />2.3.1.24 Deliverables <br />2.3.1.24.1 Deliverables at 60% <br />• Two half size sets, 1 PDF <br />• Opinion of Probable Construction Cost <br />2.3.1.24.2 Deliverables at 90% <br />• Two half size sets, 1 PDF <br />• Opinion of Probable Construction Cost <br />• Technical Specifications <br />2.3.1.24.3 Deliverables at 100% <br />• Two half size sets, 1 PDF <br />• Opinion of Probable Construction Cost <br />• Technical Specifications <br />2.3.2 Water and Wastewater Design <br />Please see Attachment A for the proposed scope for design and construction phase <br />services for the Water & Wastewater Relocation Design <br />2.3.3 Permanent Water Quality Features <br />2.3.3.1 Perform WQ treatment "percent removal" calculations using the TCEQ <br />approved RG -348 spreadsheet <br />2.3.3.2 Selected permanent water quality features will be shown on the drainage <br />plan sheets. <br />Old RR 12—Design—Option 1 <br />