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6.3.5.2 Existing Utilities ....................................................................... 6-10 6.3.5.3 Land Acquisitions and Easement Costs ................................. 6-10 6.3.5.4 Permitting Requirements ........................................................ 6-10 6.3.6 Route 6 ................................................................................................... 6-10 6.3.6.1 Maintenance of Traffic ............................................................ 6-10 6.3.6.2 Existing Utilities ........................................................................ 6-11 6.3.6.3 Land Acquisitions and Easement Costs .................................. 6-11 6.3.6.4 Permitting Requirements ......................................................... 6-11 6.4 Pipe Materials ....................................................................................... 6-11 6.5 Conceptual Comparative Cost ............................................................... 6-12 6.6 Recommendations ................................................................................. 6-15 Section 7 Conclusions From Review Meetings and Workshops 7.1 Flow Transfer Option Selection for Basis of Design ............................... 7-1 7.2 Force Main Route Selection for Basis of Design ..................................... 7-3 7.2.1 Evaluation of Routes Between AWWRF and 4 th Street South ................ 7-3 7.2.2 Evaluation of Route Segment On 11 th Avenue South Versus 13 th Avenue South .............................................................................................. 7-4 7.2.3 Evaluation of Route Segment on 54 th Avenue South Versus St. Petersburg Country Club ........................................................................... 7-4 7.2.4 Evaluation of I-275 Crossing ....................................................................... 7-5 7.2.5 Evaluation of Eckerd College Easement ....................................................7-7 7.3 Pump Station Site Alternatives ...............................................................7-7 7.4 Pump Station Preliminary Performance Criteria ...................................7-7 7.5 Project Cost Reduction Measures .......................................................... 7-8 Section 8 Conclusions and Recommendations 8.1 Selected Basis of Design .......................................................................... 8-1 8.1.1 Selected Flow Transfer Option ................................................................... 8-1 8.1.2 Selected Route ............................................................................................. 8-3 8.1.2.1 Selected Route Recommended Action Items ......................... 8-3 8.1.3 Possible Pump Station Locations and Preliminary Pump Station Performance Criteria .................................................................................. 8-4 8.1.3.1 Pump Station Site Alternatives ................................................ 8-4 8.1.3.2 Pump Station Preliminary Performance Criteria ................... 8-4 8.2 Opinion of Probable Construction Cost ................................................ 8-5 8.3 Construction Schedule ........................................................................... 8-7 S:\STPETE\AWWRF Flow Transfer PDR\Flow Transfer Implementation Plan Preliminary Design Report\Final Report\TOC.docx © 2011 Camp Dresser & McKee All Rights Reserved iv
Appendix Appendix A Existing Pump Curves Appendix B CDM Constructors Inc. Cost Estimates for Flow Options Evaluations Appendix C Equipment Selections (New Pumps) Appendix D AWWRF Flow Transfer Route Alternatives Maintenance of Traffic Analysis Report by Ayres Associates, Inc. Appendix E FDOT 2010 UAM Appendix F LS #28 Potential Gravity Entry Figures Appendix G Memorandum to City Providing Additional Information to Draft PDR Dated August 18, 2011 Appendix H Easements in the Albert Whitted Airport Area Appendix I 3-D Renderings of conceptual Albert Whitted Pump Station Appendix J Albert Whitted PS Conceptual Wet Pit/Dry Pit Plans Appendix K Proposed Pump Selections for Albert Whitted Pump Station Appendix L CDM Constructors Inc. OPCC Estimates for Route 7 and Pump Station Appendix M FDOT Pre-Application Meeting Minutes S:\STPETE\AWWRF Flow Transfer PDR\Flow Transfer Implementation Plan Preliminary Design Report\Final Report\TOC.docx © 2011 Camp Dresser & McKee All Rights Reserved v
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Page 17 and 18: Executive Summary The Opinion of Pr
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Section 3 Flow Transfer Options Eva
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54-inch SS 250.37 ft 250.37 ft 36.0
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Section 4 Evaluation of Pump Statio
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Section 5 Pump Station Preliminary
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Section 6 Force Main Route Evaluati
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Section 7 Conclusions from Review M
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37th 34th 29th 48th 47th 49th 38th
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Section 8 Conclusions and Recommend
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Appendix A Existing Pump Curves
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! City of St. Petersburg Page 1 AWW
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Appendix D AWWRF Flow Transfer Rout
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Florida Department Of Transportatio
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FLORIDA DEPARTMENT OF TRANSPORTATIO
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Topic No. 710-020-001-g August 2010
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FDOT TELEPHONE CONTACTS •For stat
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RULE 14-46 STATE OF FLORIDA DEPARTM
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Appendix F LS #28 Potential Gravity
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Memorandum To: From: David Abbaspou
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AWWRF Draft PDR Comment Responses A
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AWWRF Draft PDR Comment Reponses Au
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10' FPC EASEMENT μ 5 Legend EASEME
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Figure No. 1 Albert Whitted Master
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Appendix J Albert Whitted PS Concep
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DATE POWER FACTOR EFFICIENCY MOTOR
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City of St Petersburg, FL AWWRF Pum
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Project name Estimator Labor rate t
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City of St. Petersburg, FL AWWRF Fl
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Trenchless Brick Paving City of St.
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Subject: FDOT right of way and I-27
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