A Utility Deviation Request was submitted for County Barn Villas - WM vertical separation.
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- Lilian Underwood
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1 From: To: Subject: Date: Attachments: Brent Addison Utility Deviation Request for County Barn Villas - WM vertical separation, has been approved Wednesday, February 22, :07:23 PM pdf pdf doc A Utility Deviation Request was submitted for County Barn Villas - WM vertical separation. The request has been reviewed and approved. If you have additional questions, please contact the Public Utilities Division at (239) Under Florida Law, addresses are public records. If you do not want your address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing.
2 Page 1 of 1 COLLIER COUNTY Public Utilities Department Utility Deviation Approval Sheet Project Name: County Barn Villas - WM vertical separation Submitted By Date LawrenceAlewineVEN 02/06/ :59:29 Approved By Date Oscar Martinez, 02/17/ :28:00 Project Manager, Principal, Public Utilities Engineering Pam Libby, Manager - Distribution, Water Steve Messner, Division Director - Water, Water 02/22/ :05:54 02/22/ :07:06
3 UTILITY DEVIATION FORM Petitioners Request Date: Wastewater Water IQ Water REQUIRED - Site Development Plan # (SDP#) - or - Subdivision Improvement #(PPL#) Project Name: County Barn Villas Privately Owned County Owned Project Address: County Barn Rd., Naples, FL Petitioners Name & Business Name: D. Brent Addison, P.E., Q. Grady Minor & Associates, P.A. Business Address: 3800 Via Del Rey, Bonita Springs, FL Phone # Fax # baddison@gradyminor.com Reason for request? Potable water pipe spacing relative to REQUIRED FORMS For all Deviation Request unless specified. Cover Letter w/ Pertinent Information Blue Prints / Site Drawings Detail Specifications (include MFR Maint. Procedures for Grease Trap Deviations) Menu & Seating only for Grease Trap Deviations How does this request differ from Ordinance? The ordinance requires 18" vertical and 10' horizontal separation criteria for potable water pipelines relative to wastewater and stormwater pipelines. 12" separation is proposed which meets FDEP requirements. Impact of this request on affected area? The pipes will be closer together. Impact of this request on the maintenance of the system? There will be less room to work if maintenance is required. Explain benefits this request will have to the operation/maintenance of the Collier County Utility system: None Additional Comments: Deviation 2 COUNTY STAFF ONLY Routing for Review: (Initials) Staff Comments: Stake & Locates Approve: Disapprove: WW Pretreatment Inspector Approve: Disapprove: WW Pretreatment Coordinator Approve: Disapprove: WW Collections Manager Approve: Disapprove: Water Distribution Manager Approve: Disapprove: IQ Water Manager Approve: Disapprove: Planning & Project Mgmt. Dept. Approve: Disapprove: Authorizing Signature: Date: Collier County Utility Director Copy to: Engineering Review 01/2015
4 FIRE HYDRANT NOTES: 0 40' 80' 160' SCALE: 1" = 80' 8" PVC WATER MAIN (AWWA C-900, CL150) 4,365 LF FIRE HYDRANTS 9 WATER SERVICES 157 FIRE HYDRANT LOCATIONS STREET NAME STATIONING KERPER CIRCLE 5+22 KERPER CIRCLE 8+76 KERPER CIRCLE " PVC GRAVITY 0.4% SLOPE 3,644 LF 4" PVC FORCE MAIN 45 LF 4" HDPE FORCE MAIN 130 LF # OF MANHOLES 18 KERPER CIRCLE KERPER CIRCLE KERPER CIRCLE KERPER CIRCLE KERPER CIRCLE STREET NAMES KERPER CIRCLE NOTE: FIRE HYDRANTS SHALL BE USED AS T.B.S.P.'s
5 STREET NAMES 0 20' 40' 80' SCALE: 1" = 40' ARV
6 STREET NAMES 0 20' 40' 80' SCALE: 1" = 40'
7 0 20' 40' 80' SCALE: 1" = 40' STREET NAMES
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