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Backup Documents 06/26/2012 Item #16A 516 as 5 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing Tines # I through 44 as appropriate for additional signatures, dates, and /or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routine lines #I through #4. comnlete the checklist_ and forward to Sue Filson (line 45) Route to Addressee(s) (List in routing order) Office Initials Date 1. Initial Applicable) 2. June 26, 2012 Agenda Item Number 16A5 3. Chairman, with the exception of most letters, must be reviewed and signed by the Office of the 4. Scott Teach, Deputy County Attorney County Attorney's Office Number of Original a'd d 5. Ian Mitchell, Supervisor Board of County Commissioners V-Cl '112 t�Z 6. Minutes and Records Clerk of Court's Office 'blw'p, r ,� 3 prn PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Brandy Otero Phone Number (239) 252 -5859 Contact Initial Applicable) Agenda Date Item was June 26, 2012 Agenda Item Number 16A5 Approved by the BCC Chairman, with the exception of most letters, must be reviewed and signed by the Office of the Type of Document Resolution; Agreement 22 Number of Original 2 Attached �''1 J Documents Attached INSTRUCTIONS & CHECKLIST L Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05 «matter number» /«document number» Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is appropriate. Yes N/A (Not Initial Applicable) . Original document has been signed /initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials. 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and N/A all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or N/A the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and BO initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be BO provided to Ian Mitchell in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 6. The document was approved by the BCC on June 26, 2012 and all changes made during the BO meeting have been incorporated in the attached document. The County Attorney's Office has W reviewed the changes, if applicable. I L Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05 «matter number» /«document number» 16A 5 MEMORANDUM Date: July 9, 2012 To: Brandy Otero, Operations Analyst Trans /Stormwater Management From: Martha Vergara, Deputy Clerk Minutes & Records Department Cc: Mark Burtchin, Project Manager Transportation Road Maintenance Re: Resolution 2012 -113 & FDOT Construction Agreement Attached please find one (1) coriginal agreement and one (1) certified resolution of the document referenced above (Agenda Item #16A5), which was approved by the Board of County Commissioners on Tuesday, June 26, 2012. Mark, can you please forward a copy of the other document that will go to FDOT, that way the Board has a complete record of what was sent. Please forward a fully executed original to the Minutes and Records Department where it will be kept as part of the Boards Official Records. If you have any questions, please call me at 252 -7240. Thank you 16A 5 RESOLUTION 2012- 1 1 3 A RESOLUTION OF THE BOARD OF COUNTY COMMISIONERS OF COLLIER COUNTY, FLORIDA MEMORIALIZING THE BOARD'S APPROVAL OF THE CONSTRUCTION AGREEMENT WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION PERTAINING TO THE CONNECTION OF THE COLLIER AREA TRANSIT (CAT) INTERMODAL TRANSFER FACILITY PROJECT TO A SIDEWALK ALONG US 41 AND AUTHORIZING THE CHAIRMAN TO SIGN THE AGREEMENT. WHEREAS, at the June 26, 2012, meeting of the Board of County Commissioners the Board approved a Construction Agreement with the Florida Department of Transportation pertaining to the connection of a sidewalk for the Collier Area Transit (CAT) Intermodal Transfer Facility to the existing sidewalk along US 41 and authorized the Board of County Commissioners, through its Chairman, to enter into the Construction Agreement with the Florida Department of Transportation; and WHEREAS, the Florida Department of Transportation requires the Board provide a resolution memorializing and confirming the Board's aforementioned affirmative vote to approve the agreement and authorize the Chairman to execute the Agreement; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that; On June 26, 2012, the Board of County Commissioners approved by majority vote the Agreement and authorized its Chairman to enter into that agreement with FDOT. A certified copy of this Resolution shall be forwarded by the Collier County Clerk to FDOT along with the executed Agreement. This Resolution is hereby adopted after motion, second and majority vote this 26th day of June 2012. ATTEST;' DWIGHT E.- BROCK, CLERK �r By Atust &$ to Chat e Approved as to form rsuffici y: Scott R. Teach, Deputy County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By FRED W. COYLE, CHA 16A 5 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CONSTRUCTION AGREEMENT THIS CONSTRUCTION AGREEMENT (this "Agreement ") is made and entered into by and between the State of Florida, Department of Transportation, Ft. Myers Operations Center, 2981 NE Pine Island Road Cape Coral FL 33909 (hereinafter referred to as the "DEPARTMENT ") and Collier County Board of County Commissioners 3299 Tamiami Trail East. Naples, FL 34112 (hereinafter referred to as the "Construction Coordinator"). WITNESSETH: WHEREAS, the DEPARTMENT is authorized and required by Section 334.044(13), Florida Statutes, to coordinate the planning, development, and operation of the State Highway System; and WHEREAS, pursuant to Section 339.282, Florida Statutes, the DEPARTMENT may contract with a property owner to finance, construct, and improve public transportation facilities; and WHEREAS, the Construction Coordinator proposes to construct certain improvements to SR 90 Section 03010 Subsection 000 from Begin MP 14.265 to End MP 14.265 Local Name Tamiami Trail East located in Collier County (hereinafter referred to as the "Project "); and WHEREAS, the parties desire to enter into this Agreement for the Construction Coordinator to make improvements within the DEPARTMENT'S right of way to construct the Project, which will become the property of the Department upon acceptance of the work. NOW, THEREFORE, based on the premises above, and in consideration of the mutual covenants contained herein, the parties hereby agree that the construction of the Project shall proceed in accordance with the following terms and conditions: 1. The recitals set forth above are specifically incorporated herein by reference and made a part of this Agreement. The Construction Coordinator is authorized, subject to the conditions set forth herein, to enter the DEPARTMENT'S right of way to perform all activities necessary for the construction of See attached Exhibit "A" scope of services /special provisions. 2. The Project shall be designed and constructed in accordance with the latest edition of the DEPARTMENT'S Standard Specifications for Road and Bridge Construction and DEPARTMENT Design Standards and Manual of Uniform Traffic Control Devices ( "MUTCD "). The following guidelines shall apply as deemed appropriate by the DEPARTMENT: the DEPARTMENT Structures Design Manual, AASHTO Guide Specifications for the Design of Pedestrian Bridges, AASHTO LRFD Bridge Design Specifications, the DEPARTMENT Plans Preparation Manual ( "PPM ") Manual for Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (the "Florida Green Book ") and the DEPARTMENT Traffic Engineering Manual. The Construction Coordinator will be required to submit any construction plans required by the DEPARTMENT for review and approval prior to any work being commenced. Should any changes to the plans be required during construction of the Project, the Construction Coordinator shall be required to notify the DEPARTMENT of the changes and receive approval from the DEPARTMENT prior to the changes being constructed. The Construction Coordinator shall maintain the area of the project at all times and coordinate any work needs of the DEPARTMENT during construction of the project. 3. The Construction Coordinator shall notify the DEPARTMENT a minimum of 48 hours before beginning construction within DEPARTMENT right of way. The Construction Coordinator shall notify the DEPARTMENT should construction be suspended for more than 5 working days. 4. Pursuant to Section 7 -13 of the DEPARTMENT Standard Specifications, the Construction Coordinator is required to possess a general liability insurance naming the DEPARTMENT as an additional insured and insuring the DEPARTMENT and the Construction Coordinator against any and all claims for injury or damage to persons and property, and for the loss of life or property that may occur (directly or indirectly) by reason of the Construction Coordinator accessing DEPARTMENT right of way and the Construction Coordinator's performance of the Project. Such amount shall be carried in a minimum amount of not less than N/A and 00/100 Dollars ($N/A for bodily injury or death to any one person or any number of persons in any one occurrence, and not less than N/A and 00/100 Dollars ($NLAJ for property damage, or a combined coverage of not less than N/A and 00/100 Dollars ($NLAJ. Additionally, the Construction Coordinator shall supply the DEPARTMENT with a payment and performance bond in the amount of the estimated cost of construction, provided by a surety authorized to do business in the State of Florida, payable to the DEPARTMENT. The bond and insurance shall remain in effect until completion of construction and acceptance by the DEPARTMENT. Prior to commencement of the Project and on such other occasions as the DEPARTMENT may reasonably require, the Construction Coordinator shall provide the DEPARTMENT with Page 1 of 4 16A 5 certificates documenting that the required insurance coverage is in place and effective. If the Construction Coordinator is a local governmental entity they will be exempt from these requirements. 5. The Construction Coordinator shall be responsible for monitoring construction operations and the maintenance of traffic ( "MOT ") throughout the course of the project in accordance with the latest edition of the DEPARTMENT Standard Specifications, section 102. The Construction Coordinator is responsible for the development of a MOT plan and making any changes to that plan as necessary. The MOT plan shall be in accordance with the latest version of the DEPARTMENT Design Standards, Index 600 series. Any MOT plan developed by the Construction Coordinator that deviates from the DEPARTMENT Design Standards must be signed and sealed by a professional engineer. MOT plans will require approval by the DEPARTMENT prior to implementation. 6. The Construction Coordinator shall be responsible for locating all existing utilities, both aerial and underground, and for ensuring that all utility locations be accurately documented on the construction plans. All utility conflicts shall be fully resolved directly with the applicable utility. 7. The Construction Coordinator will be responsible for obtaining all permits that may be required by other agencies or local governmental entities. 8. It is hereby agreed by the parties that this Agreement creates a permissive use only and all improvements resulting from this agreement shall become the property of the DEPARTMENT. Neither the granting of the permission to use the DEPARTMENT right of way nor the placing of facilities upon the DEPARTMENT property shall operate to create or vest any property right to or in the Construction Coordinator, except as may otherwise be provided in separate agreements. The Construction Coordinator shall not acquire any right, title, interest or estate in DEPARTMENT right of way, of any nature or kind whatsoever, by virtue of the execution, operation, effect, or performance of this Agreement including, but not limited to, the Construction Coordinator's use, occupancy or possession of DEPARTMENT right of way. The parties agree that this Agreement does not, and shall not be construed to, grant credit for any future transportation concurrency requirements pursuant to chapter 163, Florida Statutes. 9. The Construction Coordinator shall perform all required testing associated with the design and construction of the project. Testing results shall be made available to the DEPARTMENT upon request. The DEPARTMENT shall have the right to perform its own independent testing during the course of the Project. 10. The Construction Coordinator shall exercise the rights granted herein and shall otherwise perform this Agreement in a good and workmanlike manner, with reasonable care, in accordance with the terms and provisions of this Agreement and all applicable federal, state, local, administrative, regulatory, safety and environmental laws, codes, rules, regulations, policies, procedures, guidelines, standards and permits, as the same may be constituted and amended from time to time, including, but not limited to, those of the DEPARTMENT, applicable Water Management District, Florida Department of Environmental Protection, Environmental Protection Agency, the Army Corps of Engineers, the United States Coast Guard and local governmental entities. 11. If the DEPARTMENT determines a condition exists which threatens the public's safety, the DEPARTMENT may, at its discretion, cause construction operations to cease and immediately have any potential hazards removed from its right of way at the sole cost, expense, and effort of the Construction Coordinator. The Construction Coordinator shall bear all construction delay costs incurred by the DEPARTMENT. 12. All work and construction shall be completed within 686 days of the date of the last signature affixed to this agreement. If construction is not completed within this time, the DEPARTMENT may make a claim on the bond. The DEPARTMENT may terminate this Agreement at any time, with or without cause and without DEPARTMENT liability to the Construction Coordinator, by providing sixty (60) days prior written notice of termination to the Construction Coordinator. 13. The Construction Coordinator shall be responsible to maintain and restore all features that might require relocation within the DEPARTMENT right of way. 14. The Construction Coordinator will be responsible for clean up or restoration required to correct any environmental or health hazards that may result from construction operations. 15. Upon completion of construction, the Construction Coordinator will be required to submit to the DEPARTMENT final as -built plans and an engineering certification that construction was completed in accordance to the plans. Prior to the termination of this Agreement, the Construction Coordinator shall remove its presence, including, but not limited to, all of the Construction Coordinator's property, machinery, and equipment from DEPARTMENT right of way and shall restore those portions of DEPARTMENT right of way disturbed or otherwise altered by the Project to substantially the same condition that existed immediately prior to the commencement of the Project. 16. If the DEPARTMENT determines that the Project is not completed in accordance with the provisions of this Agreement, the DEPARTMENT shall deliver written notification of such to the Construction Coordinator. The Construction Coordinator shall have thirty (30) days from the date of receipt of the DEPARTMENT'S written notice, or such other time as the Construction Coordinator and the DEPARTMENT mutually agrees to in writing, to complete the Project and provide the DEPARTMENT with written notice of the same (the "Notice of Completion "). If the Construction Coordinator fails to timely deliver the Notice of Completion, or if it is determined that the Project is not properly completed after receipt of the Notice of Completion, the DEPARTMENT, within its Page 2 of 4 16A 5� discretion may: 1) provide the Construction Coordinator with written authorization granting such additional time as the DEPARTMENT deems appropriate to correct the deficiency(ies); or 2) correct the deficiency(ies) at the Construction Coordinator's sole cost and expense, without DEPARTMENT liability to the Construction Coordinator for any resulting loss or damage to property, including, but not limited to, machinery and equipment. If the DEPARTMENT elects to correct the deficiency(ies), the DEPARTMENT shall provide the Construction Coordinator with an invoice for the costs incurred by the DEPARTMENT and the Construction Coordinator shall pay the invoice within thirty (30) days of the date of the invoice. 17. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the DEPARTMENT'S sovereign immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. The DEPARTMENT'S liability for breach of this Agreement is limited in amount and shall not exceed the limitations of liability for tort actions as set forth in Section 768.28(5), Florida Statutes. 18. All formal notices, proposed changes and determinations between the parties hereto and those required by this Agreement, including, but not limited to, changes to the notification addresses set forth below, shall be in writing and shall be sufficient if mailed by regular United States mail, postage prepaid, to the parties at the contact information listed below. 19. The Construction Coordinator shall not cause any liens or encumbrances to attach to any portion of DEPARTMENT right of way. 20. This Agreement shall be governed by the laws of the State of Florida in terms of interpretation and performance. Venue for any and all actions arising out of or in any way related to the interpretation, validity, performance or breach of this Agreement shall lie exclusively in a state court of appropriate jurisdiction in Leon County, Florida. 21. The Construction Coordinator may not assign, pledge or transfer any of the rights, duties and obligations provided in this Agreement without the prior written consent of the DEPARTMENT'S District Secretary or his /her designee. The DEPARTMENT has the sole discretion and authority to grant or deny proposed assignments, with or without cause. Nothing herein shall prevent the Construction Coordinator from delegating its duties hereunder, but such delegation shall not release the Construction Coordinator from its obligation to perform this Agreement. 22. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. Nothing in this Agreement is intended to confer any rights, privileges, benefits, obligations or remedies upon any other person or entity except as expressly provided for herein. 23. This instrument, together with the attached exhibits and documents made part hereof by reference, contain the entire agreement of the parties and no representations or promises have been made except those that are specifically set out in this Agreement. All prior and contemporaneous conversations, negotiations, possible and alleged agreements and representations, covenants, and warranties with respect to the subject matter of this Agreement, and any part hereof, are waived, merged herein and superseded hereby. 24. By their signature below, the parties hereby acknowledge the receipt, adequacy and sufficiency of consideration provided in this Agreement and forever waive the right to object to or otherwise challenge the same. 25. The failure of either party to insist on one or more occasions on the strict performance or compliance with any term or provision of this Agreement shall not be deemed a waiver or relinquished in the future of the enforcement thereof, and it shall continue in full force and effect unless waived or relinquished in writing by the party seeking to enforce the same. 26. No term or provision of this Agreement shall be interpreted for or against any party because that party or that party's legal representative drafted the provision. 27. If any section, paragraph, clause or provision of this Agreement is adjudged by a court, agency or authority of competent jurisdiction to be invalid, illegal or otherwise unenforceable, all remaining parts of this Agreement shall remain in full force and effect and the parties shall be bound thereby so long as principle purposes of this Agreement remain enforceable. 28. A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the same formality as this Agreement. 29. The Construction Coordinator agrees to promptly indemnify, defend, save and hold harmless the DEPARTMENT and all of its officers, agents and employees from and pay all demands, claims, judgments, liabilities, damages, fines, fees, taxes, assessments, penalties, costs, expenses, attorneys' fees and suits of any nature or kind whatsoever caused by, or arising out of or related to the performance or breach of this Agreement by the Construction Coordinator, including, without limitation, performance of the Project within the DEPARTMENT'S right of way. The term "liabilities" shall specifically include, without limitation, any act, action, neglect or omission by the Construction Coordinator, its officers, agents, employees or representatives in any way pertaining to this Agreement, whether direct or indirect, except that neither the Construction Coordinator nor any of its officers, agents, employees or representatives will be liable under this provision for damages arising out of injury or damages directly caused or resulting from the sole negligence, intentional or wrongful acts of the DEPARTMENT or any of its officers, agents or employees. The Construction Coordinator shall notify the DEPARTMENT in writing immediately upon becoming aware of such liabilities. The Construction Coordinator's inability to evaluate liability, or its evaluation of liability, shall not excuse performance of the provisions of this paragraph. The indemnities assumed by the Construction Coordinator shall survive termination of this Agreement. The insurance coverage and limits required in this Page 3 of 4 16A Agreement may or may not be adequate to protect the DEPARTMENT and such insurance coverage shall not be deemed a limitation on the Construction Coordinator's liability under the indemnities granted to the DEPARTMENT in this Agreement. Nothing in this agreement shall be deemed or otherwise interpreted as waiving the Construction Coordinator's sovereign immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. The Construction Coordinator's liability for breach of this agreement is limited in amount and shall not exceed the limitations of liability for tort actions as set forth in Section 768.28 (5) Florida Statutes. 30. The Construction Coordinator shall utilize the U.S. Department of Homeland Security's E- Verify system, in accordance with the terms governing use of the system, to confirm the employment eligibility of:1. all persons employed by the Vendor /Contractor during the term of the Contract to perform employment duties within Florida; and 2. all persons including subcontractors, assigned by the Construction Coordinator to perform work pursuant to the contract with the Department. CONSTRUCTION COORDINATOR CONTACT INFORMATION Name Hank Jones Title Principal Project Manager Office No.(239) 252 -8554 Cell (239) Email HankJonesD- colliergov.net Name Brandy Otero Title Associate Project Manager Office No. (239) 252 -5859 Cell (239) 253 -2325 Email BrandvOteroecolliergov.net Mail Address 2885 South Horseshoe Drive, Naples, FL 34104 IN WITNESS WHEREOF, Construction Coordinator and the DEPARTMENT have executed this Agreement for the purposes herein expressed on the dates indicated below. CONSTRUCTION COORDINATOR By: W ' Signature) Fred W. Coyle (Print Name) DEPARTMENT OF TRANSPORTATION By: Chairman, Collier County Board of County Commissioners (Title) I{1G 2(.# JUL A (Date) ATTW'- DWIGHT E. . 3RQCK; .CLERK A >_ .� � to s $i., Appre" i W to font sdkbwy : S I //�/, '14, � Depay Cow Attorney Legal Review: Page 4 of 4 _ (Signature) (Print Name) (Title) (Date) 16A 54 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #I through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #I through #4, complete the checklist, and forward to Sue Filson (line #5). Route to Addressee(s) List in routing order Office Initials Date I. Initial Applicable) 2. June 26, 2012 Agenda Item Number 16A5 3. Chairman, with the exception of most letters, must be reviewed and signed by the Office of the 4. Scott Teach, Deputy County Attorney County Attorney's Office 7 2 5. Ian Mitchell, Supervisor Board of County Commissioners I Documents Attached 76/� 6. Minutes and Records Clerk of Court's Office _ TONS -P(Y\ I (W (cz PRIMARY CONTACT INFORMATION t =wpm (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Brandy Otero Phone Number (239) 252 -5859 Contact Initial Applicable) Agenda Date Item was June 26, 2012 Agenda Item Number 16A5 Approved by the BCC Chairman, with the exception of most letters, must be reviewed and signed by the Office of the Type of Document Agreement Number of Original 2 Attached I I Documents Attached INSTRUCTIONS & CHECKLIST 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05 a matter _number» /z<document_ number» Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is appropriate. Yes N/A (Not Initial Applicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials. 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and N/A all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the document or ,D i1 Wilk the final ne otiated contract date whichever is applicable. .Dw 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and BO initials are required. 5. In most cases (some contracts are an exception), the original document and this routing slip should be BO provided to Ian Mitchell in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 6. The document was approved by the BCC on June 26, 2012 and all changes made during the BO meeting have been incorporated in the attached document. The County Attorney's Office has E& reviewed the changes, if applicable. . 1: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05 a matter _number» /z<document_ number» 16A 5 Co �e-r County Growth Management Division Construction & Maintenance Alternative Transportation Modes Memo Date: July 19, 2012 To: Ian Mitchell From: Brandy O ;* RE: FDOT Construction Agreement - 6/26/12 BCC Meeting (Agenda Item 16A5) Two copies of the construction agreement and resolution were previously routed for signatures. I recently found out that four originals must be transmitted to FDOT. Enclosed are two additional originals for signatures. Thank you for your help. Please let me know if you have any questions. Brandy AttemativeTransportation Modes • 2885 South Horseshoe Drive • Naples, Florida 34104.239- 252 -8192 • FAX 239 - 252 -5899 • www.colliergov.net Co ler Couvity 16A Growth Management Division Construction & Maintenance Alternative Transportation Modes ►IIM"Il , Date: August 1, 2012 To: Martha Vergara From: Brandy Ote4? ID RE: FDOT Construction Agreement, 6/26/12 BCC Meeting Agenda Item 16A5 As requested, you are being provided a copy of the transmittal memo and plans for the above referenced item. These items accompanied the signed construction agreements and certified resolutions. Upon receipt, I will forward the executed agreement to your office. If you have any questions, please let me know. Thanks, Brandy Enclosures Altemative Transportation Modes • 2885 South Horseshoe Drive • Naples, Florida 34104.239- 252 -8192 • FAX 239 - 252 -5899 • www.colliergov.net 5 � 6 A 5 C;ofwer C;Ounty . Growth Management Division Construction & Maintenance Road Maintenance Right -of -Way Permit & Inspection August 1, 2012 TO: Marla Bricher Permits Coordinator Ft. Myers Operation Ctr. FROM: Mark Burtchin, Project Manager .................. 0 0 0.. E ...... 0 0 0 0 0 E .... 8 0 0 0 0 0 0 0 0 0 0 ....... ■ .... / 0 0 0 0 a a 0 0 0 0 0 0 a E N E E E .. \ 0 0 0■0 SECTION # 03010 US # / SR 41/90 MP: 14.265 MP: 14.265 PERMIT # 12 -C- 197 -0003 PROJECT DESCRIPTION: Collier County is connecting a sidewalk from existing FDOT sidewalk to a new CAT (Collier Area Transit) Transfer facility. . N mi 0 0 .. 0 0 0 0 0 ............ 0 N 0 0 0 0 0 E W 0 N 5 ...... .. 0 0 0 0 ...... 0 a M 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 .0.000 0 0 0 0 00 0 PERMIT SPECIFIC COMMENTS: Marla, Enclosed are 4 copies of the Construction Agreement and one set of plans along with a copy of the resolution authorizing the construction for your review / comment / approval. RETURN TO: Collier County ROW Permitting 2885 South Horseshoe Drive Naples, Florida 34104 WHEN RECIEPT IS COMPLETE Cc: Brandy Otero File Right -of -Way Permit & Inspection . 2885 S. Horseshoe Dr. Naples, Florida 34104. 239 - 252 -8192 . Fax 239 - 252 -5828. www.colliergov.net I ZONING INFORMATION I ZONING: CFPUD PUD: COWER COUNTY GOVERNMENT CENTER (ORD. 04 -56) SDPA: SDPA- 2010— AR —tI78 PREVIOUS SDP(A): SDPA- 2004 —AR -6294 ORIGINAL SDP: SDP 92 -009 PROPERTY IDENTIFICATION FOLIO NO: 0038972001 ,mA BUILDING INFORMATION AA• ALL AREAS ARE GROSS SQUARE FEET (GSF) UNLESS NOTED A- EXISTING BUILDING BUILDING CONSTRUCTION TYPE PER FLORIDA BUIIDING CODE: TYPE 1-41 (NOTE: ORIGINAL PKNG GARAGE DIGS ON FILE WITH COLLIER COUNTY INDICATE CONSTRUCTION TYPE N PER FDC 2001) NUMBER OF STORIES 6 TOTAL EXISTING SQUARE FOOTAGE (UNCONDITIONED): 410,152 (PARKING GARAGE) OCCUPANCY GROUP: STORAGE PROPOSED BUILDING (1ST FLOOR IS CHANGE OF OCCUPANCY 1 NO FLOOR IS NEW SPACE 1 ADOTICN) 1ST PLOOR (CHANGE OF OCWAN PCYI BUILDMG CONSTRUCTION TYPE PER FBC'. TYPE II -B 1STEL INFIIL(CWWGE OF OCCIRGMICYI (CONDITIONED) 3,926 NSF 15TF OOR INFILL CHANGE Of OC UP�MICV)�NONQNDITIO�NED 6819 GSF tET FL NGKL (CIWNGE�F�LCUPANGY)T�TAL 9,5�3G SPRINKLER INTENTION'. FULLY- SPRINKLERED 2ND FLOOR(NE W SPACE I AODTION)MID ALTERNATE NO. 1 BUILDING CONSTRUCTION TYPE PER FBC. TYPE 1141 NO FLOOR ADDITION M EW)(CONDITIONED) 2,152 NSF 2ND FLOOR AGDTION (NEW) (NONLONDITIONED) NEWWALLS. PARtT10N5,STRUCT 40.5 GSF NEW EXTERIOR STAR 267 GSF NEW( BRIDGE VIAL WI( A?' TO_ ARAGE 25 GSF 2ND FLOOR AWITIONM WITOTAL 2,529 G6F SPRINKLER INTENTION FULLY.SFRINNLERED TOTAL SUBDNG (CHARGE D< OCCWANCY+ NEVW. 9.546 s 2,829 GSF. 12,274 GSF ADDTIONAL WTDOORCOVEREDSPACE WTOOOR AREA UNDER PLATFORM CANOPY 6215 GSF !ND FLOOR BRIDGE CANOPY 30 GSF OUTDOOR AREA CINDER ND FLOOR ADDITION 2,615G SF OUTDOOR AREA UNDER 2ND FLOOR SUNSCREEN 765 GSF ADDITIONAL W SPACE TOTAL S."S Elm TOTAL PROJECT SQUARE FOOTAGE: 22,91903E (CHANGE OF OCCUPANCY V NEW • AWI TlCNAI W TDOOR COVERED SPACE) 400807 GSF EXISTING BUILDING (LINATERED) I. EXISTING BUILDING - CHANGE CF OCCUPANCY I INFILL) 1. 410.152 -9545) PROPOSED TOTAL BUILDING SQUARE FOOTAGE 41]%I GSF I° EXISTING BLRLDING • CHANGE OF OCCUPANCY' NEW SPACE) (. 400.807 V 9,545. 2.829) PROPOSED TOTAL GROSS SQUARE FOOTAGE 471•M GSF A EXISTING WLDTING C CHANGE S ACE) UPANCY - NEW SPACE Y (- .40D,607 V 9.515. 2.829.9,845) NOTE 1: AREA IS NET SQUARE FEET (NSF) AS NOTED. L, INSUBSTANTIAL CHANGE TO SITE DEVELOPMENT PLAN FOR CAT INTERMODAL TRANSFER STATION AT. COLLIER COUNTY GOVERNMENT CENTER INFORMATION PREPARED BY: ARCHITECTURE AND IINNTERI RI DESIGN PART OF SECTION 12, TOWNSHIP 50 S, RANGE 25 E, COLLIER COUNTY, FLORIDA DEVELOPED BY: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 -! (239) 252 -8097 W_ LEGAL DESCRIPTION AS DESCRIBED IN OFFICIAL RECORDS BOOK 1578, PACE 2270 OF TH£ PLIWIC RECORDS P.R. RESPONSES /I.T. MOD'S 5 -17 -11 OF COLLIER COUNTY, FLORIN — NAPUDE �2 rs �r !i S A PARCEL. OF LAND LYING M AND BEING PART OF SECTION 12, TOWNSHIP 50 SOUTH. ISSUED FOR BID 12 -16 -11 RANGE 25 EAST, COLLIER COUNTY, FLORIDA. ' 1 jI I S COMMENCE AT THE SOUTHWEST CORNER OF SECTION 12, TOWNSHIP 50 SOUTH, RANGE 25 EAST: THENCE KONG THE WEST LINE OF SAID SECTION 12, N 0018'50^N. 1213.44 FEET; '-- THFNCE 5.5704'05 -E. 18705 FEET TO THE PONT OF CURVATURE DF A CURVE CONCAVE '- TO THE SOUTHWEST, HAVING A RADIUS OF 5788.65 FEET. SAID POINT ALSO BEING ON IRE NORTHEASTERLY RIGHT -O -WAY OF U.S. 41 (TAMLWI TRAIL); THENCE SW HEASTERIY ALONG SAID CURVE THRU A CENTRAL ANGLE OF 4'10'40• AND AN ARC \''�� PUN DISTANCE .4 422.10 iE5D THENCE .01 122,,0 15D.00 FEET i0 THE PUCE OT BEGINNING: THENCE N.4707'1 YE. 579.29 FEET: THENCE N.B7.07'17•W. 9572 FEET: 52 9.99 FEET: THENCE Ar 1 3W FEET TO THE NORTHEASTERLY THENCE S.4"193"/[ . 523. ASTERLY RIGHT -OF -WAY OF U.S. 41 (TAMl4Ml TRAIL) AND A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 5788.65 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE AND RIGH7-OF -WAY THRU A CENTRAL I � I a I I ANGLE OF 3.39'44- AND AN ARC a 370 FF1T; THENCE N.4707'17"E. 150.05 FEET TO A CURVE CONCAVE TO THE SOUTHWEST HAVING A i RADIUS OF 5938.65 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THRU A CENTRAL ANGLE OF 1'26'50 - AND AN ARE OF 150,W FEET TO THE POINT OF BEGINNING. CONTAINING 9.5tl ACRES MORE OR LESS. LESS AND EXCEPT RIGHT -OF WAY PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 2061. PAGE 1244 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA (3,163 SQUARE FEET) I ZONING INFORMATION I ZONING: CFPUD PUD: COWER COUNTY GOVERNMENT CENTER (ORD. 04 -56) SDPA: SDPA- 2010— AR —tI78 PREVIOUS SDP(A): SDPA- 2004 —AR -6294 ORIGINAL SDP: SDP 92 -009 PROPERTY IDENTIFICATION FOLIO NO: 0038972001 ,mA BUILDING INFORMATION AA• ALL AREAS ARE GROSS SQUARE FEET (GSF) UNLESS NOTED A- EXISTING BUILDING BUILDING CONSTRUCTION TYPE PER FLORIDA BUIIDING CODE: TYPE 1-41 (NOTE: ORIGINAL PKNG GARAGE DIGS ON FILE WITH COLLIER COUNTY INDICATE CONSTRUCTION TYPE N PER FDC 2001) NUMBER OF STORIES 6 TOTAL EXISTING SQUARE FOOTAGE (UNCONDITIONED): 410,152 (PARKING GARAGE) OCCUPANCY GROUP: STORAGE PROPOSED BUILDING (1ST FLOOR IS CHANGE OF OCCUPANCY 1 NO FLOOR IS NEW SPACE 1 ADOTICN) 1ST PLOOR (CHANGE OF OCWAN PCYI BUILDMG CONSTRUCTION TYPE PER FBC'. TYPE II -B 1STEL INFIIL(CWWGE OF OCCIRGMICYI (CONDITIONED) 3,926 NSF 15TF OOR INFILL CHANGE Of OC UP�MICV)�NONQNDITIO�NED 6819 GSF tET FL NGKL (CIWNGE�F�LCUPANGY)T�TAL 9,5�3G SPRINKLER INTENTION'. FULLY- SPRINKLERED 2ND FLOOR(NE W SPACE I AODTION)MID ALTERNATE NO. 1 BUILDING CONSTRUCTION TYPE PER FBC. TYPE 1141 NO FLOOR ADDITION M EW)(CONDITIONED) 2,152 NSF 2ND FLOOR AGDTION (NEW) (NONLONDITIONED) NEWWALLS. PARtT10N5,STRUCT 40.5 GSF NEW EXTERIOR STAR 267 GSF NEW( BRIDGE VIAL WI( A?' TO_ ARAGE 25 GSF 2ND FLOOR AWITIONM WITOTAL 2,529 G6F SPRINKLER INTENTION FULLY.SFRINNLERED TOTAL SUBDNG (CHARGE D< OCCWANCY+ NEVW. 9.546 s 2,829 GSF. 12,274 GSF ADDTIONAL WTDOORCOVEREDSPACE WTOOOR AREA UNDER PLATFORM CANOPY 6215 GSF !ND FLOOR BRIDGE CANOPY 30 GSF OUTDOOR AREA CINDER ND FLOOR ADDITION 2,615G SF OUTDOOR AREA UNDER 2ND FLOOR SUNSCREEN 765 GSF ADDITIONAL W SPACE TOTAL S."S Elm TOTAL PROJECT SQUARE FOOTAGE: 22,91903E (CHANGE OF OCCUPANCY V NEW • AWI TlCNAI W TDOOR COVERED SPACE) 400807 GSF EXISTING BUILDING (LINATERED) I. EXISTING BUILDING - CHANGE CF OCCUPANCY I INFILL) 1. 410.152 -9545) PROPOSED TOTAL BUILDING SQUARE FOOTAGE 41]%I GSF I° EXISTING BLRLDING • CHANGE OF OCCUPANCY' NEW SPACE) (. 400.807 V 9,545. 2.829) PROPOSED TOTAL GROSS SQUARE FOOTAGE 471•M GSF A EXISTING WLDTING C CHANGE S ACE) UPANCY - NEW SPACE Y (- .40D,607 V 9.515. 2.829.9,845) NOTE 1: AREA IS NET SQUARE FEET (NSF) AS NOTED. L, INSUBSTANTIAL CHANGE TO SITE DEVELOPMENT PLAN FOR CAT INTERMODAL TRANSFER STATION AT. COLLIER COUNTY GOVERNMENT CENTER INFORMATION PREPARED BY: ARCHITECTURE AND IINNTERI RI DESIGN PART OF SECTION 12, TOWNSHIP 50 S, RANGE 25 E, COLLIER COUNTY, FLORIDA DEVELOPED BY: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 -! (239) 252 -8097 W_ N E �) _ --- .1 F CWL BOlILOI I P.R. RESPONSES /I.T. MOD'S 5 -17 -11 ® — NAPUDE �2 rs �r !i S �' C1 Jlll JL LI -J II s I �1 ISSUED FOR BID 12 -16 -11 ' 1 jI I S _ II I ) '-- F -..._ r.._*O8_DL -IL '- T \''�� PUN BfIE L i = b I � I a I I pp [ 11 �....., T � •. � , � JA i > ,- POT IF1 I� IF PROJECT LOCATION DI"XTA INC. CONSULTING Z \ T Tl 1 • Planning A Visualization -Civil Engineering • Surveying & Mapping 6610 Willow Park Drive, Suite 200 Naples, Florida 34109 (239) 597 -0575 FAX: (239) 597 -0578 www.consult.rwa.com PROJECT SITE BUILDING PERMIT ISSUE HISTORY SHEET INDEX SHEET SHEET DESCRIPTION NUMBER C -1 COVER SHEIT C -2 GENERAL NOTES AND LEGEND SHEET C -3 EXISTING CONDITIONS / TOPOGRAPHIC AERIAL AND CLEARING PLAN C -4 EXISTING INI RASTRUCTURE PLAN C -5 MASTER SIT( PLAN AND PAVING, GRADING AND DRAINAGE C -6 MASTER WATER AND SEWER PLAN C -7 PAVING DETAILS C -8 DRAINAGE DETAILS AND SECTIONS C -9 UTILITY DETAILS C -10 MOPS PUMP STATION DETAILS C -11 EROSION CONTROL PLAN BOUNDARY SURVEY REVISIONS I No. I DATE I REVISION I APPROVED I I 6, 9/20/111 SEE BUILDING PERMIT ISSUE HISTORY 1 l' z, 1 .xoNn ur ,V.fi oa.I REV. 2 N.wlw.nrwtu[v [WARY GOVtRrvNtNrttNt[x N[i) /I' WU tp7u ?rAT, CHRISTOP -E; 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NCrl, G '• 0vpZ <. 11-.s R.W.A, IN, STATE OF FLORIDA BUSINESS CERTIFICATE N0. EB -Ddb 9N �VTA�(•<'s sl nl DATE: PROJECT No: MAY 2010 090300.00.00 ISSUED FOR PERMIT 5 -17- 11 Q P.R. RESPONSES /I.T. MOD'S 5 -17 -11 ® ISSUED FOR BID 9 -30 -11 ® ISSUED FOR BID 12 -16 -11 SHEET INDEX SHEET SHEET DESCRIPTION NUMBER C -1 COVER SHEIT C -2 GENERAL NOTES AND LEGEND SHEET C -3 EXISTING CONDITIONS / TOPOGRAPHIC AERIAL AND CLEARING PLAN C -4 EXISTING INI RASTRUCTURE PLAN C -5 MASTER SIT( PLAN AND PAVING, GRADING AND DRAINAGE C -6 MASTER WATER AND SEWER PLAN C -7 PAVING DETAILS C -8 DRAINAGE DETAILS AND SECTIONS C -9 UTILITY DETAILS C -10 MOPS PUMP STATION DETAILS C -11 EROSION CONTROL PLAN BOUNDARY SURVEY REVISIONS I No. I DATE I REVISION I APPROVED I I 6, 9/20/111 SEE BUILDING PERMIT ISSUE HISTORY 1 l' z, 1 .xoNn ur ,V.fi oa.I REV. 2 N.wlw.nrwtu[v [WARY GOVtRrvNtNrttNt[x N[i) /I' WU tp7u ?rAT, CHRISTOP -E; 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NCrl, G '• 0vpZ <. 11-.s R.W.A, IN, STATE OF FLORIDA BUSINESS CERTIFICATE N0. EB -Ddb 9N �VTA�(•<'s sl nl DATE: PROJECT No: MAY 2010 090300.00.00 60 N UN ® I. ALL WATER AND SEWER CONSTRUCTION SMALL CONFORM TO COLLIER COUNTY IJriums STANDARDS AND SPECIFICATIONS. m 2. ALL uisnNG UNDERGROUND UTILITIES ARE BASED ON AVAILABLE RECORD INFORIMAMIN, IT IS THE CONTRACTOR'S RESPONSIBLITY TO CONFIRM FIELD CONDITIONS Me LOCATE ALL EXISTING UTILITIES AND REPORT NSCREPANCIES TO ENGINEER IMMEDAMLY. 113, A PRE - CONSTRUCTION MEETING SHALL TAKE PLACE WITH COLLIER COUNTY PUBLIC UTXTRES AND ENGINEER PRIOR TO THE START OF CONSTRUCTION. CONTACT CRAIG CALLS (239)252 - 29115, CITY OF NUPLES UTILITIES DEPARTMENT AND PROVIDERS OF ALL OTHER- f 4. INSTALLATION OF SUBSURFACE CONSTRl1C110N, TO INCLUDE. WATER MO MCIATION LINES. SEWER LINES, PUBLIC UTILITIES AND STORM DRAINAGE IS REQUIRED PRIOR TO COMPACTION OF SUBGRADE AND ROADWAY CONSTRUCTION. 5. THE CONTRACTOR SMALL PROVIDE M HOURS WRITTEN NOTICE TO ME ENGINEER AND UTILITY COMPANY PRIOR TO THE FOLLOWING TO ALLOW FOR INSPECTIONS REWIRED BY ORDINANCE 2004 -32 SECTION 9.4.2.2. CONTACT MOO HUGHES (239)252 -5744 5A COMMENCEMENT 5.8. CHANGES TO APPROVED SCHEDULES, SUBCONTRACTORS, OR RESIDENT SUPERINTENDENT, 5.C. POTABLE, IRRIGATION. WASTEWATER AND GENERAL SYSTEMS S.CA HOT TAPS TO POTABLE WATER LINES LARGER MAN 6' AND WASTEWATER SYSTEMS GREATER THAN 4•. 5.C.B. MASTER METER AND BYPASS PIPING. S.C.C. JACK k BORE CASINGS. S.C.D. PRESSURE TESTS. • S.C.E. INFILTRATION /EXFILTRATION TESTS. S.C.F. LIFT STATION INSTALLATION. PRIOR TO COVER -UP AND START -UP. 5.C4. LIFT STATION STMT -UP. 5.C.N. CAMPING OF SEWER LINES. S.C.I. PIGGING AND FLUSHING OF WASTEWATER LINES, FORCE MANS. POTABLE WATER MAINS, AND LION- POTABLE IRRIGATION LINES. • NOTE: FULL BORE FLUSHING AND PK.GING OF POTABLE WATER LINES NEED ONLY WATER DEPARTMENT INSPECTION. S.C.J. TELEVISION VIDEO TAPING OF WASTEWATER LINES AT END OF CONSTRUCTION AND THE WARRANTY PERIOD ('IN- OFFICE REVIEW-. S.C.K. CONFLICT CONSTRUCTION. • S.C.L. CONNECTIONS TO EXISTING POTABLE WATER, NON - POTABLE IRRIGATION WATER AND WASTE WATER SYSTEMS. S.C.M. B' DIAMETER OR LEDGER CASINO INSTALLATIONS. S.C.N. OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY STAFF AT THE TIME OF CONSTRUCTION DOCUMENT APPROVAL. S.C.O. CHLORINATION OF WATER LINES AND REFLUSHING OF LINE AFTER CHLORINATION (NEEDS WATER DEPARTMENT INSPECTION ONLY). S.C.P. INSTALLATION OF TEMPORARY METERS /BACKFLOWS. S.C.Q. BACTERIOLOGICAL SAMPLING (NEEDS WATER INSPECTION ONLY). S.C.R. HOT TAPS TO ANY WATER CONCRETE MAINS, PRESSURE TESTS ON LINES 20' OR GREATER, AND CONNECTIONS TO EXISTING POTABLE SYSTEMS GREATER THAN 12' NEED TO BE INSPECTED BY ME WATER DEPARTMENT AND THE COWER COUNTY, A 5.c S. FIRE ROW TESTING. 5.C.T. THE COLLIER COUNTY MUST BE PRESENT AT ME INSPECTIONS NOTED WITH '•' ABOVE. 6. FITTINGS SHALL BE USED TO MAINTAIN PUN ALIGNMENT OF POTABLE WATER MAINS AND FORCE MAINS. DEVIATION FROM PUN ALIGNMENT SHALL NOT BE MORE THAN 12' FROM PLAN CENTERLINE OF MAN. CONTRACTOR SMALL PREPARE RECORD DRAWING OF ALL FITTINGS NOT fir\ S�D`1Vp ON THIS PLAN. r r ( ®7. CEDER FOR ALL WATER MAINS AND FORCE LIONS SHALL BE MEASURED FROM FINISHED GRADES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE MINIMUM COVE REGARDLESS OF EXISTING GRADE 6. CONTRACTOR SHALL CONSTRUCT ALL WATER AND SEWER APPURTENANCES INCLUD - "G METER BOXES, BLOW -OFFS. VALVE BOXES, NR RELEASE VALVES, FIRE HYDRANTS, ETC. 10 FINISHED GRABS. CONTRACTOR SHALL COORDINATE DURING ME CONSTRUCTION STAKEOUT AND PRIOR TO CONSTRUCTION OF SAID APPURTENANCES WITH OWNER AND ENGINEER REGARDING FINISHED CRADE. IT 5 ME RFSPONSIBILItt OF THE COMPACTOR TO ENSURE CONSTRUCTION OF SAID rY,MPLLRT�N�C- TO r 1. ALLLLL UURILITY VCROOSSINGS SHAT COMPLY WITH FDEP REGULATIONS (CH. 62- 555.314, FA.C.) AD COLLIER COUNTY IRIUTIES STANDAROS,���✓ ��� 10. POTABLE WATER MAINS UNDER PAVEMENT SHALL BE POLYVINYL CHLORIDE PIPE (RIG) AWWA C_900, CLASS 200. DR 14, OR CUSS 51 DUCTILE IRON PIPE. ALL OTHER POTAIyE WATER MANS SMALL BE AWWA C -900. CUSS 150, OR 18 PVC. COLOR COOED "BLUE' 11. ALL GRAVITY SANTARY SEWER MAINS AND LATERALS SMALL HE ASTAI D -3034, STIR 26, COLOR CODED 'GREEN' UNLESS NOTED OTHERWISE. 12. REFER TO PUT AND /0 HOARY SURVEY FOR EASEMENTS OF RECORD. r 13. THE CONTRACTOR SMALL. PROTECT $ALLY MAKERS, MONUMENTS, AD WRING TO CON ME WNER, A ME CONTRACTOR SMALL RESTORENREPLACE. AT NO ADDITIONAL EXPENSE TO ME OWNER, ANY DAMAGE GONE BY CONSTRUCTION ALTMTIES. 14TH E CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTLUI', CAUSED BY ALPS OPERATIONS. ANY DAMAGE SHALL BE REPLACED OR REPAIRED BY THE ClwRRACTOR AT NO ADDITIONAL EXPENSE TO ME OWNER. ` 15. ALL ON -SITE POTABLE WATER AND SANITARY SEWER FACILITIES ARE PRIVATELY OWNED AN0 AWNTAINE BY CO TER OUNTY FACILITIES MAUGEMENT 17. 16. ALL WATER SERVICE LEADS AND METER BOX SMALL BE INSTAaM BY THE CONTRACTOR. 17. CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE CAL OF FLORIDA, INC. (SSOCOF) A MINIMUM OF 2 BUSINESS DAYS PRIOR TO ANY DEMOLITION, EXCAVATION OR UNDERGROUND WORK. 16. CONi RAC1OR SMALL RRE -MARK UNDERGRO O WORK AND EXCAVATIONS PER SSOCOF 'DANCE PREVENTION WIDE' MD CHAPTER 556 FLORIDA STATUTES PRIOR TO MARKING OF UTILITIES BY UTILITY OWNERS. 19. FINAL DESIGN AND LOCATION OF IRRIGATION MASTER METERS SHALL BE BY THE IRRIGATION SYSTEM CONSULTANT. LOCATION OF METER PM / AND OR VAULT SHALL BE COORDINATED WITH ABOVE AND BELOW GROUND IMPROVEMENTS. 20. COLLIER COUNTY FACILITIES MANAGEMENT DEPARTMENT SHALL OWN AND MARTIN ME PROPOSED ON -SITE WATER AND SEWER SYSTEMS. 21. ALL WATER METER COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SMALL CONFORM TO 'NSF' STANDARD 61. 22. FORCE MANS UNDER PAVEMENT SHALL BE POLYVINYL CHLORIDE PIPE (PVC) AWWW C -900, CLASS 200, Dft. 14. ALL OiIER iORCE MANS $HALL DE POLYVINYL CMLORIOE PIPE (PVC) AWWA C -900, CLASS 150, ML 16. ^ ^23. WER �NO LANDSCAPING WILL BE ALLOWED WITHIN 3' OF THE AT M R OR THE DETECTOR m 24. CONTRACTOR SHALL SUBMIT DRIVING PLAN FTM /IORIZONTAL gRECTiONAL DRIVING (NOD) FOR APPROVAL BY ENGINEER. ALL HDD WORN $WALL MEET STANDARD SPECIFICATIONS 10FNT1FIED IN CONTRACT DOCUMENTS. 0 25. FIORRONTAL DIRECTIONAL DRILLING SMAIL MEET MPIJCABLE AWWA, ASTM ANTI COLDER COUNTY STANDARDS ^FOR AINSTA_LlAT10N. MATERIALS, CONNECTION ANTI TESTING. I .,o,,,,,. .. 2ArI Fo• o,I : AoAOSI,c.w.w c� nw,N. sl•A�APP� -I �u.�N+ � - con=.w ae•+w•ARron,PwJlpuowcvi. =.; PER COLLIER COUNTY GENERAL NOTES: I. CONTRACTOR SMALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN PIN! INFORMATION SHAIl BE REPORTED TO ENGINEER IMMEDIATELY, 2. CONTRACTOR 15 REWIRED TO OBTAIN FROM THE ENGINEER AND OWNER WRITTEN APPROVAL FOR ANY DEEATIONS FROM THE PLANS AND /OR SPECIFICATIONS. 3, DEVIATIONS FROM THIS PLAN WITHOUT DOCUMENTED WRITTEN SIGNED k SEALED AUTHORIZATION FROM ENGINEER OF RECORD SHALL BE CONSIDERED THE PROPERTY OWNER AND CONTRACTORS FULL RESPONSIBILITY. THE PROPERTY OWNER AND COMPACTOR SMALL TAME ON FUIL LIABILITY FOR SAID DEVIATIONS, 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND F,ICIUTIES Al OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. AND BEST AVAILABLE RECORD DRAWING INFORMATION. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND, THE CONTRACTOR SHALL MAVE FULL RESPONSIBILITY FOR RENEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES BEFORE AND WRING CONSTRUCTION, FOR ME SAFETY AND PROTECTION THEREOF, AN REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE, THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTIUTY COMPANIES OR AGENCIES IN WRITING AT LEAST 46 HOURS PRIOR M BEGINNING CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS A0.ACENi TO THE PROJECT. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE. AND UTILITY OPERATIONS. 5. UNDERGROUND CONTRACTOR SHALL MINIMIZE ME WORK AREA AND WIDTH OF TRENCHES 70 AVOID DISTURBANCES OF NATURAL VEGETATION. SPOIL FROM TRENCHES SMALL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE OWNER. CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY TREES AND /OR SHRUBS WITHOUT PRIM APPROVAL BY OWNER. 7. ALL UNDERGROUND UTILITIES AND INFRASTRUCTURE LOCATED BENEATH THE STABILIZED PORTION OF THE ROAD BED SHALL BE INSTALLED PRIOR TO COMPACTION OF ME SUBDIVIDE OR AS OTHERWISE DIRECTED BY OWNER. 6. WHERE EXCAVATIONS ARE IN CLOSE PROXIMITY TO TREES, ME CONTACTOR SMALL USE EXTREME CAME TO NOT DAMAGE THE ROOT SYSTEMS. NO EOUIPNENT, SUPPLIES, OR VEHICLES SHALL BE STORED OR PARKED WITHIN THE TREE DRIP LINE. M WILL BE ME RESPONSIBILITY OF ME CONTRACTOR TO INFORM ALL EMPLOYEES AND SUBCONTRACTORS OF MIS REOUIREMENT AND TO ENFORCE THE SAME. 1 m 9. ME CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEWATERING PERMITS FROM SOUTH FLORIDA WATER J MANAGEMENT DISTRICT AS REQUIRED BY RULE (CH 40E. F.A.CJ. l0. MAINTENANCE OF SITE DRAINAGE FACILITIES 5 THE RESPONSIBILITY Of THE LAND OWNER 11. ANY IMPACTED RESIDENTIAL OR PRIVATE DRVEWAYS SHALL BE RESTORED TO PRECONSTRUCTION STATUS OR BETTER. 12. THE APPROVAL OF THESE CONSTRUCTION PLUS DOES NOT AUTHORIZE CONSTRUCTION OF REWIRED �­_M�`ROJEMENTS WHICH ARE INCONSISTENT WITH EASEMENTS OF RECORD. Y` Fib 13. NO WORK SHALL COMMERCE PRIOR TO INSFAlIATION O TEMPORARY E SIGN CONTRO. MEASURES PER PUN ! \�� INCLUDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. 14. ALL SIDEWALKS, CURBS RAMPS @PEDESTRIAN CROSSINGS SMALL BE CONSTRUCTED IN CONFORMANCE N1M THE CURRENT EDITION OF ME AMERICANS WITH DISABILITY ACT. 15. REFERENCE ROOT. INDEX f 304 FOR ADDITIONAL SPECIFICATIONS AND TRUNCATED DOME DFTMIS. 16. ALL ELEVATIONS REFERENCED A THIS PUN SET ARE IN FEET (NON 29). 17. WASTE MATERIALS WILL BE COLLECTED VIA STANDARD COMMERCIAL DUMPSTERS. 15. SIGN PERMITS ME APPROVED SEPARATELY FROM THE SITE DEVELOPMENT PLAN. 19. FEMA 100 YEAR FLOOD ELEVATION (MOVE) - 7.3'. FIRM COMMUNITY MAP PANEL NUMBERS 12006703940 k 1200670582F EFFECTIVE DATE OF 11/17/2005. 20. THE CONTRACTOR SHALL TAKE MEASURES TO ENSURE THAT NO DEBRIS SHALL BE SPILLED OR TRACKED OFF OF THE SITE ONTO THE SURROUNDING ROADWAYS, IF SITE DEBRIS SPILLAGE OCCURS, ME CONTRACTOR �•� SHALL ME AFFECTED AREA IMMEDIATELY. �® 21. AL TRU TION SMALL M i COLLUER CNN^ N CONS�TRUC ON TAN ARDS AND MOT STANDARD SPECIFICATIONS AS REWIRED. \\ ® 22. ALL MARKING AND SIGNING SHALL MEET FDOT STANOMD SPECIFICATIONS AND MWA (MANUAL ON UNIT- \` TRAFFIC CONTROL DEVICES), LATEST EDITION, UNLESS OTHERWISE NOTED. �IT�!I6I��L6I�iL4I��i� I. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT, LANDSCAPE MATERIALS. PIPES. STRUCTURES, ETC. PER THIS PLAN AND AS NECESSARY TO CONSTRUCT PER THIS PUN. m 2. ALL ITEMS T.0 BE REMOVED SMALL BECOME THE PROPERTY OF ME CONTRACTOR AND SHALL BE REMOVED AT ME EXPENSE OF ME CONTRACTOR. INCLUDNG ALL DUMPING FEES, UNLESS OTHERWISE NOTED. WASTE MATERIALS SHALL BE REMOVED FROM ME SITE AT ME CONTRACTOR'S EXPENSE AND DISPOSED OF IN ACCORDANCE WITH ALL COUNTY. STATE AND FEDERAL LAWS AND REGULATIONS. 3. ALL ITEMS SMALL BE REMOVED TO A DEPTH OF 2' BELOW EXISTING GRADE, OR 2' BELOW THE INVERT OF ANY PROPOSED UTILFEES. EXISTING UTILITIES. SERVICING BUIEDINGS TO BE REMOVED SMALL BE PLUGGED BELOW EXISTING CRAZE AND BROUGHT TO THE ATTENTION OF OWNER'S 4. EXISTING ASPHALT PAVEMENT TO BE REMOVED SHALL BE REMOVED TO A MINIMUM OF THE BOTTOM OF ME PROPOSED UMEROCK IN PAVED AREAS AND TO 12' BELOW FINISHED GRADE IN UNPAVED AREAS. EXISTING LIMEROCK THAT HAS BEEN REMOVED MAY BE USED TO STABILIZED THE SUSGRADE OF THE PROPOSED PAVEMENT AREAS IF n MEETS THE REQUIREMENTS AS NOTED ® 5. THIS PLAN IS NOT GUAJRANTEEO TO IDENTIFY ALL EXISTING FACILITIES OR MATERIALS TO BE REMOVED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE SCOPE OF WORK IN REGARDS TO MODIFICATIONS OF THE SITE 10 ACCOMMODATE PROPOSED IMPROVEMENTS, THIS POUR DOES NOT ADDRESS ALL EXISTING UNDERGROUND Un UTIES /FACILITIES WHICH MAY BE ENCOUNTERED DURING DEMOLITION OR IMPROVEMENTS. CONTRACTOR SWILL PROTECT AND /OR REPLACE THOSE EXISTING UTILITIES REQUIRED TO ACCOMMODATE THIS PROJECT, OTHER UNDERGROUND UTILITIES TO BE REMOVED OR ABANDONED SHALL BE DISCARDED, DISENGAGED OR REMOVED IN A WINNER CONSISTENT WITH INDUSTRY SAFETY STANDARDS, AS REQUIRED BY OWNER'S REPRESENTATIVE. ® 6. WHERE 'MATCH EXISTING' IS SPECIFIED ASPHALT PAVEMENT TO BE REMOVED SHALL BE MECHANICALLY SAW . IN ORDER TO ENSURE CLEAN. STRAGHT EDGES. CONTRACTOR SHALL COORDINATE THE UNITS OF THE ASPHALT REMOVAL WITH THIS DEMOLITION PLAN. 7. CONTRACTOR SMALL COORDINATE THE REMOVAL OF ME EXISTING FACILITIES WITH THE OWNER'S 6. THE EXISTING BUILDING AND ASSOCIATED PARKING FACILITIES ARE TO REMAIN A -PLACE ANTI IN -USE UNTIL SUCH TIME AS THE OWNER IMOCAMS THAT ALTERNATIVE FACILIIMS ME AVAILABLE FOR USE. ALL EXISTING POTABLE WATER, SANITARY SEWER, TELEPHONE, ELECTRICAL AND CABLE TELEVISION FACILITIES FOR THE BUILDING SMALL BE MAINTAINED M UNDAAIAGED, OPERATIONAL CONDITION. ANY DAMAGE TO THESE FACILITIES SMALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE ANO REPAIRED AT ME CONTRACTOR'S EXPENSE. 9. CONTRACTOR SMALL PROVIDE A SAFE. OPERABLE SITE FOR EMPLOYEES ANO PUBLIC FOR THE CONSTRUCTION AND FUNCTIONS THAT WILL CONTINUE TO OCCUR WRING ME CONSTRUCTION ACTMi1ES. SAME VAIL 1AINC JAZ OS /t0 DIXf DRAWN: PIN 05/10 CONSUI C�ivl7��^ �Q�^ ..... ...... ... C[WY 05/10 JL "k T 'IL JL �1g DL i•�Ab DI r%rIv I CCC0.1n FIRE PROTECTION NOTES: 1. A SEPARATE PERMIT IS REQUIRED PRIOR TO INSTALLATION OF ANY FIRE LINE. 2. INSTALLATION OF ALL UNDERGROUND FIRE LINES SHALL COMPLY WITH ME 2002 EDITION O NEPA 24. 3. PRIOR TO THE ACCUMULATION OF COMBUSTIBLE BUILDING MATERIALS ON SIFE, PROPOSED FIRE HYDRANTS MUST BE OPERABLE wTH ME REWIRED FIRE FLOWS (TEMPORARY BACKFLOW PREVENTERS MUST BE USED. GM CONFIGURATIONS UNACCEPTABLE) AND IMPROVED, STABILIZED EMERGENCY APPARATUS ACCESS WAYS (MIN. 14' WEE) MUST BE AVAILABLE TO WITHIN 100' DE THE STRUCTURES. 4. UNDERGROUND FIRE LINES SHALL BE INSTALLED BY AN APPROPRIATELY CERTIFIED FIRE SPRINKLER CONTRACTOR OR A TYPE V UNDERGROUND CONTRACTOR AS DEFINED AND OUTLINED IN 633.021, 631521 AND 613.539 F.S. 5. ALL FIRE HYDRANTS, FDC'S AND PIVS SMALL BE VISIBLE AND ACCESSIBLE. THEY SHALL NOT BE OBSTRUCTED VISUALLY OR FUNCTIONALLY BY TREES OR LANDSCAPING. 6. REF: APPROVED SDP PUNS FOR FINAL UTILITY LAYOUT, NOTES, AND DETAILS (�7 7. FIRE HYDR��'ALL BE M ^� �A UNIFORM MANNER APPROVED BY ME FIRE DISTRICT, 1 B FIRE \PROTECTION SYSTEMS SHALL BE TESTED PER STANDARDS SPECIFICATIONS IDENTIFIED IN FLORIDA FlRp PROTECTION CODE AND CONTRACT DOCUMENTS. J LL NOT Tl ^rv- I EXOTC VEGETATION C DEFINED By COUNTY CODE SHAT A REMOVED FROMI E SITE E PRIOR TO PRELIMINARY ACCEPTANCE. THE PROPERTY OWNER SHALL R RESPONSIBLE FOUR THE . SUBSEQUENT ANNUAL RENWAL OF ALL EXOTIC VEGETATION, IN PFRPFIUITY. -/ 2. OUSTING THIS VEGETATION LOCATED E P WITHIN THE BARRICADES. AREA AND NOT CLEARED AS PART OF THIS PERMIT SHALL C PROTECTED WITH BARRICADES. BARRICADES WILL REMAIN IN PULE UNTIL COMPLETION OF CONSTRUCTION. ® 3. NO EXISTING MAINE VEGETATION IS LOCATED WITHIN ME PROJECT ARU. (, ® 4. VEGETATION REMOVAL SHALL MEET VEGETATION REMOVAL PLAN BY URBAN GREEN STUgCSS 6610 Willow Park Drive, Suite 200 Naples, Florida 34109 (239)597 -0575 FAX: (239)597 -0576 www.consult- ma.com Florida Certificates of Authorization EB 7663 LB 6952 R.WA., INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 �m ANY 2o,D CLIENT: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS N/A TITLE: GENERAL NOTES AND LEGEND SHEET LIST OF STANDARD ABBREVIATIONS TERM EXISTING PROPOSED DESCRIPTION NR RELEASE VALVE ARV FIRE HYDRANT ADA BACK OF CURB FDC BACKFLOW PREVENTOR 0 IRRIGATION CONTROL B1_ -+�- GATE /PLUG VALVE CARE N �:- SINGLE CO CL CLEAN OUT MANHOLE /JUNCTION BOX CONTROL STRUCTURE -� PUMPSTATION CAR ® GRATE INLET /CATCH BASIN COUNTY UTILITY EASEMENT CUE CONTROL STRUCTURE W/ DOT OMMETER HEADWALL DIMENSION RATIO OR CONTROL STRUCTURE CE DUCTILE RON PIPE THROAT INLET/VALLEY GUTTER _ EOP INLET AND PIPE ELEV D FLARED END EXISTING ' HEADWALL FRCP FIRE DEPARTMENT CONNECTION GROUND LAMP FIRE HYJRMT FH LIGHT POLE FWT FLORIDA POWER J, LIGHT PATHWAY LIGHTING FLOW LINE FL ELECTRIC HANDHOLE HOPE INSIDE DIAMETER ELECTRIC MANHOLE FIRE PROTECTION NOTES: 1. A SEPARATE PERMIT IS REQUIRED PRIOR TO INSTALLATION OF ANY FIRE LINE. 2. INSTALLATION OF ALL UNDERGROUND FIRE LINES SHALL COMPLY WITH ME 2002 EDITION O NEPA 24. 3. PRIOR TO THE ACCUMULATION OF COMBUSTIBLE BUILDING MATERIALS ON SIFE, PROPOSED FIRE HYDRANTS MUST BE OPERABLE wTH ME REWIRED FIRE FLOWS (TEMPORARY BACKFLOW PREVENTERS MUST BE USED. GM CONFIGURATIONS UNACCEPTABLE) AND IMPROVED, STABILIZED EMERGENCY APPARATUS ACCESS WAYS (MIN. 14' WEE) MUST BE AVAILABLE TO WITHIN 100' DE THE STRUCTURES. 4. UNDERGROUND FIRE LINES SHALL BE INSTALLED BY AN APPROPRIATELY CERTIFIED FIRE SPRINKLER CONTRACTOR OR A TYPE V UNDERGROUND CONTRACTOR AS DEFINED AND OUTLINED IN 633.021, 631521 AND 613.539 F.S. 5. ALL FIRE HYDRANTS, FDC'S AND PIVS SMALL BE VISIBLE AND ACCESSIBLE. THEY SHALL NOT BE OBSTRUCTED VISUALLY OR FUNCTIONALLY BY TREES OR LANDSCAPING. 6. REF: APPROVED SDP PUNS FOR FINAL UTILITY LAYOUT, NOTES, AND DETAILS (�7 7. FIRE HYDR��'ALL BE M ^� �A UNIFORM MANNER APPROVED BY ME FIRE DISTRICT, 1 B FIRE \PROTECTION SYSTEMS SHALL BE TESTED PER STANDARDS SPECIFICATIONS IDENTIFIED IN FLORIDA FlRp PROTECTION CODE AND CONTRACT DOCUMENTS. J LL NOT Tl ^rv- I EXOTC VEGETATION C DEFINED By COUNTY CODE SHAT A REMOVED FROMI E SITE E PRIOR TO PRELIMINARY ACCEPTANCE. THE PROPERTY OWNER SHALL R RESPONSIBLE FOUR THE . SUBSEQUENT ANNUAL RENWAL OF ALL EXOTIC VEGETATION, IN PFRPFIUITY. -/ 2. OUSTING THIS VEGETATION LOCATED E P WITHIN THE BARRICADES. AREA AND NOT CLEARED AS PART OF THIS PERMIT SHALL C PROTECTED WITH BARRICADES. BARRICADES WILL REMAIN IN PULE UNTIL COMPLETION OF CONSTRUCTION. ® 3. NO EXISTING MAINE VEGETATION IS LOCATED WITHIN ME PROJECT ARU. (, ® 4. VEGETATION REMOVAL SHALL MEET VEGETATION REMOVAL PLAN BY URBAN GREEN STUgCSS 6610 Willow Park Drive, Suite 200 Naples, Florida 34109 (239)597 -0575 FAX: (239)597 -0576 www.consult- ma.com Florida Certificates of Authorization EB 7663 LB 6952 R.WA., INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 �m ANY 2o,D CLIENT: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS N/A TITLE: GENERAL NOTES AND LEGEND SHEET LIST OF STANDARD ABBREVIATIONS TERM ABBREVIATION ACCESS EASEMENT AE NR RELEASE VALVE ARV AMERICAN MIN DISABILITIES ACT ADA BACK OF CURB 90C BACKFLOW PREVENTOR 9FP BASE LINE B1_ BLOW -OFF BO CARE N C'ATV CENTER LINE CL CLEAN OUT CO -- CONTROL STRUCTURE CS CORRUGATED ALUMINUM PIPE CAR CORRUGATED METAL PIPE CUP COUNTY UTILITY EASEMENT CUE DEPARTMENT OF TRANSPORTATION DOT OMMETER DA DIMENSION RATIO OR DRAINAGE EASEMENT CE DUCTILE RON PIPE D.I.P. EDGE Of PAVEMENT EOP ELEVATION ELEV ELLIPTICAL. REINFORCED CONCRETE PIPE ERCP EXISTING EXIST FIBER REINFORCED CONCRETE PIPE FRCP FIRE DEPARTMENT CONNECTION MC FIRE HYJRMT FH FLORIDA DEPARTMENT OF TRANSPORTATION FWT FLORIDA POWER J, LIGHT FPL FLOW LINE FL HIGH DENSITY POLYETHYLENE HOPE INSIDE DIAMETER ID -- INVERT INV LAKE MAINTENANCE EASEMENT LME LANDSCAPE BUFFER EASEMENT LEE LEE COUNTY ELECTRIC COOPERATIVE LCEC LEFT LT LINEAR FEET LF MANNOLE AM MECHANICAL JOINT MJ NATIONAL GEODETIC VERTICAL DATUM NGVD NORTH AMERICAN VERTICAL DATUM MAW OUTSIDE DIAMETER OD PAVEMENT PAVM POINT OF CURVATURE PC POINT OF TANGLNGY - FT :'DINT OF VERTICAL INTERSECTION PA PO --wmY_ CHLORIDE PVC POST INDILAIOR VALVE PN PROPERTY LINE PL PUBLIC DTILDA EASEMENT PUE PUMP STATION PS RADIUS ( %)R REFLECTIVE PAVEMENT MARKER RPM _ REINFORCED CONCRETE PIPE RCP RIGHT R RIGHT OF WAY ROW SANITARY SEWER SS STATION STA STORM STRUCTURE SIR TEMPORARY TEMP. APICAL WET SEASON WA CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 PROJECT CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER osO3SHEET NUMBER: FkE N0: 00.00.0o C -2 OF i 1 09030( - '� O �t >. ..4+ , 'N { I � �, N �, r� y A ., �+ .. • Sh` 'i, "R ! h ..3, � V , b+. ' +� � �[' 'a, _sue• OI�j OUNTY COURTHOUSE ;'I ( .. r A yS I ,:.,. � ..�t OMPLEX I I T t ` i+�.�l:' 00.189 �y, _ . w• MMI TPAI T , 1 }j HInINC1ARl ti { ( R. 2W PC 3452 f ,ql, LEI �APCEI NO aN996000) ,_ + � i.+ �''I:•a���+ '7� k ____ -, , ss� '�' , 0i S, • Says rM" N1 e4Sr 1'i Lt v�7: y pti+. y _ a ; < I •# s. / I • _ (:LEARING NOT .i. x '6 it, EXISTING EIEV: }" .0h CP a 1. '{ y CNI.- VARkIV ARa�F Al RIM FROM COLLIER Till j:.� a ",°+ :.'�.. .: F_ 5- "?•" (II OWN IN 2010) , + r a + — . +rr r'.yl r.. '' I I : �/ ` ,n... F.•.,s tf� r ,'d_•L.• —�_y�� .e- : + ,. f.����..t�.a�, +`' :tMe I- '+ . }� - 3 +++ �j .nuij}"'°'. b,* +`°/ '. �,Il ail M q` Yli \:5 i .i...�— •. -.f"_' ",;,� -ti.. o .i- ps, u, .. l: „U :,•ex 'w,"•akte: ` t 4 fY{ Y tR-�" ? � i 1 �` =: IJ1 }sv' ar I-X' . ' ;' :' � r y�-i �"� vp - �.•+H.t � � . ,. II tFs;. 3. � .x i , SS -.`''� ,�, ..g.' ' .-T'. .'�"' +:. seq. •- � � � �'`6.a.t+ . ^': <~ .'.. v ;•' I '}. x ,.'¢ N.t = '- I^,,:; 'e- i - - r_t fir:/ ' "` _- _ s't r �'i' •' O.R. 1766 7234 k p I fir PAKEL N G St"pgi , <I - A rR4 ST '(�L fA `9F �y f - 1 .�.�.. .. ,iAii IN it MI I:.t�i I INC. 661GWIIIuwParlcDrrvn , bmte.I,( t I)) I II_li ( ININ.�.i .. __. :.. — ., L: UIA Planning Napl FoAf 4109 I II ,AIN'T_) III (i )I IN fY I 1 IMMI 11 111f i' . CO t 2MOIJAL TRANSFER 5T I( CAT INI f ANS At )N vi,uabrinrxl z3e,ss'oti;sFAX;M'ji 010 _ AT LLIE11 COUNTY GOVERNMENT GENIII, :III WWIA'O altrWa.co - CONSULTING Civil Engineering VoneaLetikatesotAetnon)ato, I XI.;IIN(; CONI)IIIHN', / Ioflo(*A111W At PIAl -- _ Z \ T TL Surveying & mmiling t H 111663 Le 691.2 - t — ANU I:I f ARIN(, 1 I AN T _. _ 090300.00.00 C- 3 11 1040500WICTIi . L - M COWER PUD COON 5�... f yy - COURTHOUSE ' COMPLEX j` 1 / / FT STATION + _ --✓ /' ESEMSE -<. R - C A WaI 7 MANHOLE E EXISTING WKFLOW EXISTING EXISTING LINE ENSFINEI SWFARY SEWER JUNCTION ELECTRIC Y � \ \\ '- EXISTING CONCRETE UTILITY POLE I - - -- _ NG - —_ MAN WA ER MNN P HARRISON IRRIC.TNIOr` MAIN E %ISmN(' LIGHT 1 ,•� 1 -!1 •--•. � I . � .. TRANSFORMER I \ \/, �'- >•+a• ' :_� 7-� --_ �..,;, 1 \ EXISTING ELECTRIC I ' , RD _ — -- -- I I I I POLE (TYPJ I I Y lI� ELECTRIC USE PROPERTY rri,.ris,n -s!T: rrr�,Y+r., -,y>•i Y,r^;>.. - T.I BOUNDARY EXISTING Tyr. 24' RCP I EXISTING FIRE I EXISTING AT = 34 I I NDRINT (TYPCAL) INV N. - 007 \ EXISTING FIRE DEPARTMENT 17 I I I BAIL BONDS INV S.E. = 006 \ I CONNECT" (TYPICAL) 11I EXISTING IXISnNG \ \\ I- I EXISTING P.I.V. j I `IRR GA K N MAIN mJ EXISTING + ( OFFSITE ELECTRIC UNE { \\` I �.1 /I IRRIGnON AWN 1 I ELECTRIC USE gg i EXISTING LAKE _ . BUILDING 4- EXISTING 6 -STORY 1 11I 0.24 ACRES IRRIGATION N I \ I )I I ' EXISTING PATHWAY PARKING GARAGE =P -2= LIGHTING (TYPICAL) 99 '� FIR ESTIMMAAHB" DIP � "•..,. EXISTING B" DIP - -II � EXISTING 2' PVC • II .... ,,. LLL J ' FIRE MAIN WATER MAIN EXISTING SEATING EXISTING GRATE INLET II T'-. LIGNTmPOLE / ( GRATE 7 J9 I EXISTING IXI TYG WOOD INV N.W. .148 EXISTING SCREENING I ELECTRIC LINE ( TYPIGL) I UTILItt POLE I INV S.E. = 1.16 WALL J EX STING SRE E %ISTING EXISTING WATER EXISTING FIBER I I / i EXISTING FIBER �EXSTING I 24' RCP SERVICE LIGHTING ELECTRKAL OPTIC CABLE 11 L ' OPTIC CABLE ELECTRIC LINE I �\\ � EXISTING 6' ISTING SEATING DIP FIRE EXISTING BREAXER TIN° EXISTING PUD I I EXISTING/ GATE VALVE� EXST NG _POWER (FOUNTAIN) EXISTING 2' ELECTRIC NAND / � PVC WATER EXISTING 6' \ STING PAVER 1 S' RCP X15' PVC ��' "i-'+ MAIN GATE VALVE HOLE I BRICKS COURTHOUSE I Q / �— IXISnNG 12' I� EXISTING SHOPPING I Q 11 I /// � -EXISTING FIRE `- -- �EXImNG� -IXlm.- tM 1B_PVC - - -__- / - -- - �IXImNG WATER T I 2!' RCP CENTER ' — — — - - -- / O I i /� / \ 1`• RCP - EXISTING CRATE INLET / "�CAATE - 7.88 / EXISTING INV N.W. (i) = 2.33 _ ENISFNG 23' ERVICE / 00 No IXImNG �8" RCP -INV N.W. (2) - 2.01 ' - -- --1 1 IRRIGATION MAN I I I CON ROL mNG 2.3' -INV S.F_= 1.49— — \ + I r� EXSTING ♦'"7`` / °RAZE INV :0.38 IRRIGATION MAIN NRIGAT,ON MN ` / INV N, = 0.82 E%ISPNG _ EXISTING FlRE ORIFICE LINV S. INV - 1.07 HYDRANT E%ISPNG GRATE INLET I 3.54 EXIST, NG VV = // GRATE = 4.66 -IXImNG INV N.W. 0.63 PROPERTY V) I I I I SIDEWALK I I 7 / BOUNDARY EXISTING EXISTING 15' RCP ( I II I I H- I I I INV = 0.84 EXISTING - EXISTING r.o.e.� EXISTING TAR EDGE 24' RCP EXISTING LAKE I I I 1.81 ACRES I + I I EXISTING CRATE INLET PUD 20' WATER MAIN EASEMENT I I m EX�- =..+.� \ ` I I I I PER O.R. 136 PG. 34 / \ / COLLIER COUNTY I I iii COURTHOUSE 15' FPL PROJECT EASEMENT COMPLEX i PER O.R. 34 PG. 91 LIMITS EXISTING d GUARDRAIL I I I C -5 WAL -MART I I I I I I I � I I ;OCNO S8' CONCRETE SIDEWALK .WA., INC. I I RMF -16 NAPLES SUNRISE III I I I I I STATE OF FLORIDA BUSINESS CERTI nCATE NO. EB-0007663 CHRISTOPHER 0. WRIGHT. P.E. STATE Of FLORIDA LICENSE N0. 47059 NnM -. r5 INC "DIX[A �, CONSULTING Civil • •L Z Surveying & Ming �tp yrpDW park Drive, Suite 200 Naples,FAX:a,34109 (239)597 -0575 FAX: (239)597-0578' wwW.CmsUi- IWa.GOm Florida Certificatlss of Authorization EB7W3 LB 8952 "MAY 2010 CLIENT: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PROJECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER C7� ^.SS Ri�-= �`:CE: ?RhfCT DESIGNED: /i °� /'° I' - = 40' OR N. PTN 0510 / N�� TITLE: EXISTING INFRASTRUCTURE PLAN m REVISED PER COLLIER COUNTY COMMENTS DATED 1/05/2071 R.M.J. C.O.W. 7/28/17 C- 1E_CKLD: COW 05/10 ii sos isle NC.- iSNEE" VUMAfR: 090300.00.00 C-4 r.F 11 F_L ND: 0903000000004 Rev r RF IsoN Q Teetaf LEGEND: J_ Q f- Q Q 20' rn 0_ u (n WATER BANK PUD I �!: COLLIER COUNTY COURTHOUSE COMPLEX 1. .. OFFSITE UTILITIES °.. ....SMALL =ED BEAN IDENTIFIED, 'MMKE I I PROTECTED PER -- A. 558. FLA. ST � STAT.' IF "' - _ PROPER"• HARRISON RD B0 NOARY PROPERTY BOUNDARY I- j\`EXISTING. ! € I SIDEWALK f fLf"�• C -3 EXISTING I f•l i"� - -- 1s5.8T SFDACN - BAIL BONDS IS RCP_ EXISTING STABILIZED SURFACE TO REMAIN EXISTING EXISTING LAKE DRIVE EXISTING 6 -STORY CONNECT 6' PVC DOWN SPOUT TO PARKING GARAGE "P -2w 0.24 ACRES 1 I STORM STRUCTURE AT 2' MIN. m !4 BELOW FINISH GRADE 9fi ]2 SEPARATION STR. 4 .�... y 7873' SETBACK JUNCTION BOX 4514' GRATE ELEV.. MATCH EXISTING (791) II..( ?� NV N.. MATCH EXIST EXISTING GRATE INLET 03 (REMOVE III I 24' RCP INV S - 0.5' (20' MAX) TOP TO 2.5' BELOW EXISTING 0 No B' RIBBON 01 �• _ o Blk RACK LOCATION EXISTING GRATE NI _ET /2 0 GROUND M10 CONSTRUCT NTH `Exisn T . Y SOLID TO R TOP) / I I CURB (TYP) MIN 38" CLEAR OF (REMOVE TOP TO 2.5' BELOW / STORM EXISPNG DOOR EXISTING GROUND AND EDGE TO RECEIVE S' TRUNCATED I { TC KEWNT ' UNDER ` CONSTRUC SOLID SUB rOP) DOME MAT STRIP PER ADA EXISTING SEATING (TO BE 1�. I SIGN (R4 -7A) I BURIEp C1 SPECIFlGTONS REFERENCE REMOVED OR RELOCATED f ELECTRIC IL.._ RELOCATE F.D.OT INDEX /304 s. 1 I 237.51' SETBACK - AERATOR PUMP q _ CON A BUYS (OARING _ .-.� INSTRUCTION ROCS PER L BUYS 6 roTU) PAVER 1 ELECTRIF6L -P , 4 C _ MLTC ]STING �� r 5 1' it Y. SIDEWALK T pt I I m ELEVATION AND .GRATE ELEV.. 6.0 �S g1DLEf A pa R AN ` sL PE INV is" N.W. = MATCH EXISTING P D � E INV. S. - 014 COLLIER COUNTY OUNTY NOSCAPE I us'EF " 711 LF. %. - - COURTHOUSE BUFFER I N EYP. 24' RCP REMOVE EXISTING RCP TYPE 'F COMPLEX I� I IG(>® 5 LF •.. PROPERry IS• RCP REMOVE 0-26 AC. CURB RAMP (CIF 24 III - LAKE FILL WITH DETECTABLE ) " BOUrvOARr III I I ,€15i_a F STORM NC 31 LF - -rt WARNING BUFFER BO LF � � STORM 15' RCP A - - � -_� -5' TRANSITION�RIBBON� 15• RCP STIR 8 N_ TIPE "F' CURB III I I _ REMOVE TYPE C INIET 8' RIBBON CURB TO TYPE 'F" _ AND GUTTER STR. STR. 8 EXISTING CURB AND CVTTER 1 FLARED END GRATE ELEV. = 6.50 CURB • REMOVE EXISTING INV. N W =MATCH II STIR. , N INV. = 0.00 C IN NFADWALL EXISTING\ CRATE INLET TYPE "G INIfT I I INV =000 Q GRATE ELEV. 6.70 INV. S.E. 0.0 FLARED ENO GRATE ELEV, +• 5.8 - •STR, 3 INV N.W. =MATCH EXISTING INV, = 0.00 RE4OlE EXISTING 15" RCP II II I INV SE.. 000 �pNTROL STRUCTURE INV. S.E. 0.0 GRATE ELEV. 4,34 31 LF REMOVE EXISTING REMOVE EXISTING 58 (i _ INV. N.W. MATCH EXIST_ ] flAREO END 18" RCP HEADWALL / SIDEWALK SEE LITTORAL SHELF m INV. :0.00 REMOVE EXISTING "F CURB {I PLANTING AREA ON REMOVE INV. - 0.00 REMOVE EXISTING ROSSWALK. STOP BAR AND APPROVED LANDSCAPE EXISTING HEPDW`ALL STOP SIGN CIF WITH 999 PANS SHEET U -4 CONTROL • CURB RAMP ( (CIF 23) WITH I I B STRUCTURE DETECTABLE WARNING B I' II PROPOSED LAKE / \ MATCH EXISTING SIDEWALK 1.98 ACRES \_ ELEVATION AND SLOPE I I( MATCH EXISTING R 0.89 AC. LAKE CE = 3.80' N.G.V.D. IZ y BANK SLOPE / f I I EXPANSION - ExarlNc GRATE INLET (OUTFALL) EXISTING EDGE OF WATER EXISTING T O B­, BANK SLOPE EXISTING MATCH _ - - - PROJECT - _ LIMITS BUILDING FLMR 1 NF lL: TI IS PHASE oR •IAEO6nNl M6 PHASE P NHC OARAfiE 1 x N 1 TOTAL NOTES { H PROPOSED PArt1.Na. �aPRA 1 L' - L -. __ iREO PROVIDED' 8111 C -5 WAL -MART (1) 1/2 OF BUILDING HEIGHT (2) 1/2 OF SUM OF BUILDING HEIGHTS (3) S.P.S. = SAME AS PRINCIPAL STRUCTURE .col r­ - MnT Al TFR THE PREVIOUSLY APPROVED CONDITION SQUARE-- ELEMEM FOOTAI3E EXISTING SIDEWALK )s PROPOSED PAVEMENT aSWALE >. - - _ b18TA '4 PROPOSED CONCRETE SIDEWALK - -- -- PROPOSED STABILIZED GRASS �y1 198 LAKE EXCAVATION F-_1 LAKE FILL J_ Q f- Q Q 20' rn 0_ u (n WATER BANK PUD I �!: COLLIER COUNTY COURTHOUSE COMPLEX 1. .. OFFSITE UTILITIES °.. ....SMALL =ED BEAN IDENTIFIED, 'MMKE I I PROTECTED PER -- A. 558. FLA. ST � STAT.' IF "' - _ PROPER"• HARRISON RD B0 NOARY PROPERTY BOUNDARY I- j\`EXISTING. ! € I SIDEWALK f fLf"�• C -3 EXISTING I f•l i"� - -- 1s5.8T SFDACN - BAIL BONDS IS RCP_ EXISTING STABILIZED SURFACE TO REMAIN EXISTING EXISTING LAKE DRIVE EXISTING 6 -STORY CONNECT 6' PVC DOWN SPOUT TO PARKING GARAGE "P -2w 0.24 ACRES 1 I STORM STRUCTURE AT 2' MIN. m !4 BELOW FINISH GRADE 9fi ]2 SEPARATION STR. 4 .�... y 7873' SETBACK JUNCTION BOX 4514' GRATE ELEV.. MATCH EXISTING (791) II..( ?� NV N.. MATCH EXIST EXISTING GRATE INLET 03 (REMOVE III I 24' RCP INV S - 0.5' (20' MAX) TOP TO 2.5' BELOW EXISTING 0 No B' RIBBON 01 �• _ o Blk RACK LOCATION EXISTING GRATE NI _ET /2 0 GROUND M10 CONSTRUCT NTH `Exisn T . Y SOLID TO R TOP) / I I CURB (TYP) MIN 38" CLEAR OF (REMOVE TOP TO 2.5' BELOW / STORM EXISPNG DOOR EXISTING GROUND AND EDGE TO RECEIVE S' TRUNCATED I { TC KEWNT ' UNDER ` CONSTRUC SOLID SUB rOP) DOME MAT STRIP PER ADA EXISTING SEATING (TO BE 1�. I SIGN (R4 -7A) I BURIEp C1 SPECIFlGTONS REFERENCE REMOVED OR RELOCATED f ELECTRIC IL.._ RELOCATE F.D.OT INDEX /304 s. 1 I 237.51' SETBACK - AERATOR PUMP q _ CON A BUYS (OARING _ .-.� INSTRUCTION ROCS PER L BUYS 6 roTU) PAVER 1 ELECTRIF6L -P , 4 C _ MLTC ]STING �� r 5 1' it Y. SIDEWALK T pt I I m ELEVATION AND .GRATE ELEV.. 6.0 �S g1DLEf A pa R AN ` sL PE INV is" N.W. = MATCH EXISTING P D � E INV. S. - 014 COLLIER COUNTY OUNTY NOSCAPE I us'EF " 711 LF. %. - - COURTHOUSE BUFFER I N EYP. 24' RCP REMOVE EXISTING RCP TYPE 'F COMPLEX I� I IG(>® 5 LF •.. PROPERry IS• RCP REMOVE 0-26 AC. CURB RAMP (CIF 24 III - LAKE FILL WITH DETECTABLE ) " BOUrvOARr III I I ,€15i_a F STORM NC 31 LF - -rt WARNING BUFFER BO LF � � STORM 15' RCP A - - � -_� -5' TRANSITION�RIBBON� 15• RCP STIR 8 N_ TIPE "F' CURB III I I _ REMOVE TYPE C INIET 8' RIBBON CURB TO TYPE 'F" _ AND GUTTER STR. STR. 8 EXISTING CURB AND CVTTER 1 FLARED END GRATE ELEV. = 6.50 CURB • REMOVE EXISTING INV. N W =MATCH II STIR. , N INV. = 0.00 C IN NFADWALL EXISTING\ CRATE INLET TYPE "G INIfT I I INV =000 Q GRATE ELEV. 6.70 INV. S.E. 0.0 FLARED ENO GRATE ELEV, +• 5.8 - •STR, 3 INV N.W. =MATCH EXISTING INV, = 0.00 RE4OlE EXISTING 15" RCP II II I INV SE.. 000 �pNTROL STRUCTURE INV. S.E. 0.0 GRATE ELEV. 4,34 31 LF REMOVE EXISTING REMOVE EXISTING 58 (i _ INV. N.W. MATCH EXIST_ ] flAREO END 18" RCP HEADWALL / SIDEWALK SEE LITTORAL SHELF m INV. :0.00 REMOVE EXISTING "F CURB {I PLANTING AREA ON REMOVE INV. - 0.00 REMOVE EXISTING ROSSWALK. STOP BAR AND APPROVED LANDSCAPE EXISTING HEPDW`ALL STOP SIGN CIF WITH 999 PANS SHEET U -4 CONTROL • CURB RAMP ( (CIF 23) WITH I I B STRUCTURE DETECTABLE WARNING B I' II PROPOSED LAKE / \ MATCH EXISTING SIDEWALK 1.98 ACRES \_ ELEVATION AND SLOPE I I( MATCH EXISTING R 0.89 AC. LAKE CE = 3.80' N.G.V.D. IZ y BANK SLOPE / f I I EXPANSION - ExarlNc GRATE INLET (OUTFALL) EXISTING EDGE OF WATER EXISTING T O B­, BANK SLOPE EXISTING MATCH _ - - - PROJECT - _ LIMITS BUILDING FLMR 1 NF lL: TI IS PHASE oR •IAEO6nNl M6 PHASE P NHC OARAfiE 1 x N 1 TOTAL NOTES { H PROPOSED PArt1.Na. �aPRA 1 L' - L -. __ iREO PROVIDED' 8111 C -5 WAL -MART (1) 1/2 OF BUILDING HEIGHT (2) 1/2 OF SUM OF BUILDING HEIGHTS (3) S.P.S. = SAME AS PRINCIPAL STRUCTURE .col r­ - MnT Al TFR THE PREVIOUSLY APPROVED CONDITION SQUARE-- ELEMEM FOOTAI3E ACREAGE PERCENTOF TOTAL SIRE OJn Orlr, "' ?0,157 f 023 >. - - _ b18TA '4 4' - -- -- PA C IVN �IAPNG -- _ �y1 198 32 �Jki axE r r \A ER MMI4GF.TIEM !1 ts! Ud TOTAL 202.366.30 4.0.5 100"4 �NGWIIIRi2 _ PARKING ANALYSIS TABLES: SFWMD LAND USE TABLE LERCOUNTYGOVERNMEM CENTER fFROM SOPIAR -14128 LANDUSE SQUARE FOOTAGE ACREAGE. 'PERCENTOF TOTALSRE - - -- -- 333 .1 _ - ' PA'd ME NT l GDEViaU• - -_. REQUIRED 215': S.BB 1.4 17. LAA - 9^.664.1 _ 1516 N.A +•r WA P• 14 I!1.v000 % TOTAL - - - -- wc-w Is ->fFKE 87.8.998.52 I 74.44 10094 �NGWIIIRi2 _ PARKING ANALYSIS TABLES: TABLET .PARKNGREQUREDTHROl1GlK1UF COI- LERCOUNTYGOVERNMEM CENTER fFROM SOPIAR -14128 COLLERCatM BUB.DNG GROSS PARKING SPACES INC. 6610 Willow Park Drive, Suits 200 DIVA PlBit[lulg Naples, FloDda34109 V13118)I2.BilOD (239) 597 -0575 FAX: (239) 587 -0576 wwwoonsuh- rwa.com CONSULTING Civil F21$1n=irig Florida Certificates Of Authorization j IL T VAL ' SUEVeying & Mapping ES 7663 LB 6952 CLASSIFICATION_ PARKING REQUIREMENTS SO. FT_ REQUIRED NOTES _BUIDNGNAME_ - NIA N.A +•r WA TDNE ' WA 14 N/A NSA wc-w Is ->fFKE 'V. ® R.AK. COW 4/22/11 AWN: PN os /1D C l ( ': OFFICE VII. 50 F 18.3W 91 1/26/17 t . a _jr AiON cow 05/10 R-- 12 sps z5e r. v ; lE ." N !KFICE 1IY*SO F 13,192 u ',-1:CKED: _ Td NN,•EN' -cM1Tt At VISRATnN OFFICE VYA `iO FT, 9915 33 If E' V SO FT 3n1 5 It) BAR ON -RUEN V2W 50. FT NONAIXII..X:I '. IB] 1 (1 gCEN C '. F/ N C EAl'S' ir"so F in 13) "'BUCBULDNGS VEMPLOYEE ILNIGEST SHFT) NIA 150 If >Q11P _tFAtnNBAL I t; 11ERFF STATION! 115PRSONER5 WA -_ im RI E N., (jHERFSTATDN) 1lHM Y. FT. 32.669 164 - y(• - -'-i -- tl5tal SO FT. OR F1ANT I NCIISTRAL USE UEMPLOYEE 5665 11 F IQUIT Y COVRTHOVSE OFFICE '11390 SO. FT 138.331 663 T AMEX OFFICE I=SO. y0V l..L�NO TA' 'FT 3AlLERY f T.62L 1USFUM MJSEUM IWO SG. FT. VBLC AREA) S25 TOTAL} 25 '4F x.1`43 GARAGE AI WA WA WP -.G- -•. T tw G4RA.;E A3 WA WA - - - -. WA 'JLCND Ta,7' T +._CITY N/A NIA µ1 T 0',10F ' -. -- 1130050 .319 n FP45Eavx_ES. wPAErWIbE 4tiAREMIXISE 1!1,0W SG FT '1 Nail 22 1 12,411 6 ENi1E FAC Ut'r ?acLIC BULDN05 VEMPLOYEEILARGEST ^ >NFII I!'. 130 SNFRIF $TATON7 115PPSONE S 9 T -- 1 TOTAL -UMEG _UMED 1,*? OFFICE" 1:!FLGOP 5 _a1ED TIEOICA14L2N'%¢: FACE ?N43r6FLOCR5.4561RAEDYIFFKE - IIE!11LOYE­_NSTIE1ARK167PACFi _ TABLE 2. PARKING PROVIDED THROUGHOUT COLLIER COUNTY GOVERNMENT CENTER FROM SDPFAR -14128 • f R E P:•' 1.091 fat TOTAL 2•� r'�ABN NG PPO'•'N:E�' 1 ten.E ORGNAILY PEPMII -fEU; .134 SPACES ELIMINATED N THIS PH.PSr, • OTHER REFERS TO BASINS DA -1100 & DA -1ZUU I �P:oa M.. _nm7FaT CHRISTOPHER 0. WRIGHT. P.E. STATE OF FLORIDA LICENSE NO. 47059 :n. ae. ao'! aao A. w�axF•.�w.l3c mao •....,,.r., :Nw,taws c.'Ma' oar 44MF. DAIS INC. 6610 Willow Park Drive, Suits 200 DIVA PlBit[lulg Naples, FloDda34109 V13118)I2.BilOD (239) 597 -0575 FAX: (239) 587 -0576 wwwoonsuh- rwa.com CONSULTING Civil F21$1n=irig Florida Certificates Of Authorization j IL T VAL ' SUEVeying & Mapping ES 7663 LB 6952 WAY 2010 CLIENT: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PRASE . CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER JAZ os /10 +•r •r ICNFC NSA TITLE: MASTER SITE PLAN AND PAVING, GRADING AND DRAINAGE -. +.f -: RENCE' 1JF.. ,0 S�t11 NUMBER'. !9 •.; 090300.00.00 C -5 r.F 11 0903000000005 ® REVISED PER COLDER COMMENTS DATED 3/28/11 AND FINAL DESIGN R.AK. COW 4/22/11 AWN: PN os /1D REVISED PER COWER COUNTY COMMENTS DATED 1/05/2011 RMJ. COm' 1/26/17 cow 05/10 R-- 12 sps z5e r. v ; f•CnSICN ,, m, ',-1:CKED: Q PUD �\ \COLLIER COUNTY COURTHOUSE LEGEND: II - ` - CONNECT TD 2' 1 •. GRAVITY SEWER& 1 COMPLEX PER OVAL E\ 6' CI t1 FORCE MAIN UNDER -� / I BURIED ELECTRIC —\ ; FORCE AWN\ I q � ,5• BEND EXISTING SIDEWALK EXISTING SANITARY <\ SEWER MANHOLE L I �\, .. •. -. - PROPOSED PAVEMENT I - t l OIP TIIN I I UNDER R EXISTING FIRE HYDRANT- IRRIGATION I III I CONFLICT (TYP) ASSEMBLY OVER STORM RT' — PROPERtt 77,71 BOUNDARY HARRISON RD i I I N I I I I II I j jI II �IRRIGATION — CO NCRETE SIDEWALK f I I it I I ��I I I II _ —�T= { EXISTING B' GATE VALVE E%ISTWG FIRE LPROPOSED O ELECTM � I EXISTING P.I.V. TRANSFORMER TRANS STABILIZED GRASS t(.1 1 I I 11 1 !s• BOND j 1. DIP FIRE MAIN MAIN ,I I a I PROPOSED 2• N� EXISTING 2- PAC WATER MAN I EXISTING EXISTING LAKE I I HOPE FORCEMAN I f ' rF I Ii _ IIN I CASING & j I I I 1 I II coI no�arn sIa I I C -3 PROPERTY I0. ' PROPOSED 8' SANITARY & Y BAIL BONDS EXISTING IRRMIGATON I MAN CLEANOUT I.E. 3.]] (2) 2- CONDUITS \ & f : (FPL) RESTORE PROPOSED 8' SANITARY & EXISTING WATER CLEANOUT I.E. 47D SERMCE IXISTINO LIGHT POLE EXISTING FIBER II ELECTRIC UNE �(TYPICAL) OPTIC CABLE I ASPNALT JK 05/10 I INSTALL APPROVED `OPTIC CABLE I FIRE MAIN - I - MJ ApApiE@ (PVC TO HOPE)& REVISED PER COWER COMMENTS DATED 3/28/11 AND FINAL DESIGN REVSED PER COWER COUNTY COMMENTS DATED 1/05/2011 EXISONG 6" FIRE & RA. K. R.MtiJ. C.O.W. CA.W. PROPOSED !' DIAMETER II ,,, r PTN OS /10 © ® CN�:;vLD: GRINDER PUMP STATION & 45' BEN 5 ' 2' GATE VAVE � BOX AND COVER - - -- — __ \ {' • l; ,I,... (PRIVATE) I I 5 NG FlRE' AND SAMPLE POINT & ARANT TF�MFORARY fR{NY QFF T" ,i T \'• M B CATE4Vi(,� WITH iRFRATETVALV,E fW% AND OVER - 1 / 15 BEND I ' ,. �EXISRNG ROPOSED I' POLY- TUBING EFMCE_ 1, I� LE I NNE WATER PVC SEWER 1 0"!P, LAIN 45' EN 1 II 1 &wTL SSANNITARY) : SEWER O PUD J &PROPOSE D 6' SANTARY 04i MIN. COURTHOUSE { Q I SHADOWS I Of 1 71 c sA RAm SHOPPING t I I }c FAA 397 CENTER VIII Q Q 17 i l l HL ). ._ EXITING wBTALL 2' / �UTT STATION `45' BEND& 45. 0Q o PLUG VALVE EXISTING SANITARY <\ SEWER MANHOLE L I �\, .. •. -. - / SANITARY SEWER I OVER STORM s IRRIGATION OVER STORM FIRE HYDRANT- IRRIGATION I III I IRRIGATION MNN ASSEMBLY OVER STORM RT' — PROPERtt 77,71 BOUNDARY HARRISON RD i I I N I I I I II I j jI II �IRRIGATION -Tr f I I it I I ��I I I II { EXISTING B' GATE VALVE E%ISTWG FIRE m} I EXISTING FIRE I f � I EXISTING P.I.V. () I I t(.1 ) DIP FIRE MAIN MAIN ,I I a I EXISTING IRRIGATION N� EXISTING 2- PAC WATER MAN I EXISTING EXISTING LAKE I MA" e'cATE VALVE & EXISTING 6 —STORY _ I f ' rF I Ii _ 2-GATE VALVE & PARKING GARAGE 'P -2 f I E%S NG 8 OF - I 1 I II coI no�arn sIa I FIRE MAN .I I 1 PROPOSED 8' SANITARY & Y r \xw� \om�rro.aacc CLEANOUT I.E. 3.]] WANE IM': ' CLEANOUT I.E. = 4.17 ;� ,II EXISTING PROPOSED 8' SANITARY & EXISTING WATER CLEANOUT I.E. 47D SERMCE IXISTINO LIGHT POLE EXISTING FIBER II ELECTRIC UNE �(TYPICAL) OPTIC CABLE I CF ii;NEC. JK 05/10 EXISTING 8' DIP , `OPTIC CABLE YMTER SERVICE & IXISIINC 8 WC 2' GATE VALVE WITH ELECTRIC LINE FIRE MAIN - I - REVISED PER COWER COMMENTS DATED 3/28/11 AND FINAL DESIGN REVSED PER COWER COUNTY COMMENTS DATED 1/05/2011 EXISONG 6" FIRE & RA. K. R.MtiJ. C.O.W. CA.W. 4/22/11 1/28/11 II ,,, r PTN OS /10 © ® CN�:;vLD: COW OS //0 ). ._ EXITING wBTALL 2' / �UTT STATION `45' BEND& 45. 0Q o PLUG VALVE EXISTING SANITARY <\ SEWER MANHOLE L I �\, .. •. -. - / SANITARY SEWER OVER STORM s IRRIGATION OVER STORM FIRE HYDRANT- IRRIGATION ,. IRRIGATION MNN ASSEMBLY OVER STORM RT' — PROPERtt 77,71 BOUNDARY HARRISON RD i I l GREEN STUDIOS) -Tr { EXISTING B' GATE VALVE E%ISTWG FIRE m} I EXISTING FIRE HYDRANT (TYPICAL) HYDRANT EXISTING P.I.V. () I B' ) DIP FIRE MAIN MAIN ,I I a I EXISTING IRRIGATION N� EXISTING 2- PAC WATER MAN I EXISTING EXISTING LAKE I MA" e'cATE VALVE & EXISTING 6 —STORY _ j WATER 0.24 ACRES _ 2-GATE VALVE & PARKING GARAGE 'P -2 f I E%S NG 8 OF PROPOSED (2) 2- CONDUITS (CUSTOMER) I FIRE MAN .I I 1 PROPOSED 8' SANITARY & Y CLEANOUT I.E. 3.]] - PROPOSED 6' SANITARY & ' CLEANOUT I.E. = 4.17 ;� ,II EXISTING PROPOSED 8' SANITARY & EXISTING WATER CLEANOUT I.E. 47D SERMCE IXISTINO LIGHT POLE EXISTING FIBER II ELECTRIC UNE �(TYPICAL) OPTIC CABLE I - \ . \ EIRSRNG FIBER PROPOSED 2' POTABLE EXISTING 8' DIP , `OPTIC CABLE YMTER SERVICE & IXISIINC 8 WC 2' GATE VALVE WITH ELECTRIC LINE FIRE MAIN - I - SEWER O TRA G RATED VALVE EXISONG 6" FIRE & 1041 MIN. BOX ANO COVER & YDRANT GATE VALVE TO , Wi 2' TEE ON E%IST,NC EXISTING 2' PAC ' 2' WATER SUPPLY WATER MAN REMAN. CONSTRUCT TRAFFIC RATED VALVE ' 2' GATE VAVE � BOX AND COVER - - -- — __ \ {' • l; , . , TEMPORARY BLOW -OFF `' \� .�•� 5 NG FlRE' AND SAMPLE POINT & ARANT TF�MFORARY fR{NY QFF T" ,i T \'• M B CATE4Vi(,� WITH iRFRATETVALV,E fW% AND OVER - 1 / IRRIGATIDN OVER STORM VALVE YDRANT SHUT -Off WITH TRAFFIC D V VF BOX ANR COVER - .I 8.. IRRIGATION OVER STORM s IRRIGATION OVER STORM FIRE HYDRANT- IRRIGATION ,. IRRIGATION MNN ASSEMBLY OVER STORM RT' BY OTHERS (SEE PLAN BY: URBAN l GREEN STUDIOS) / PROPOSED LAKE / 1.98 ACRES / C -5 WAL —MART INC. 31) 6610 5 Willow Park 'IDrive, d 7B 200 �BMtng {239) 597-0575 FAX: (7,191597-0578 Visuali7stion WWw.consult -rw&mn CONSULTING Civil&4meuing Florida CsrgmtesofAu#MnMaIT i ` y V.L ' Sorveymg & Mapping E6 7693. LB 6952 PUD COLLIER COUNTY COURTHOUSE COMPLEX RMF -16 NAPLES SUNRISE III R.W.A., INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 NAY 2010 CLIENT: COLLIER COUNTY If ­ I- 40. BOARD OF COUNTY COMMISSIONERS Nip TITLE: MASTER WATER AND SEWER PLAN CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 PROJECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER ,P.'.S`• +E IIINC PRC.'CCT N-.: SwE_ NUMHF2: E'�LL NC.. 090300.00.00 C -6 :;r i 1 0903000000( TO a< TRUNCATED DONE 1/2' PREFORMED PREMOL°ED MAT EXPANSION JOINT (SEE VARIES (SEE PLAN) 1/2' R (TYP.) CURB DEINL) 2 3 /B' O.D. HEAVY WALLED STEEL PIPE BICYCLE RACK, FINISH TO BE SELECTED BY 4B' j ILRC 1GF[ tR 18' ARCTECT. • ^ o n TYP. ................ NOTES: CONCRETE FOOTING 1, SIDEWALKS THAT INTERSECT OTHER �� - / IN GROUND ANCHOR THAN 9a NEED TO MAINTAIN THE ' ABNIYUM DEPTH OF 2 FEET AT ITS 8• x g• _ / 6 -6 45' MOUNT. FOLLOW I REOU THAT N THESE ANGLED COMPACTED FILL „^�C WE REM6H 8• B " UNFROCK MANUFACTURER'S SPECS TRUNCATED DOME SITUATIONS THE TRUNCATED DOMES NOTES, CONCRETE WOVEN IV -4"I PNEMOLDED MAT ROWS MUST ALIGN WITH THE 1. SUBGPADE SHALL BE SAND, COMPACTED TO A FIRM EVEN WIRE MESH REINFORCING SIDEWALK FOR SMOOTH WHEELCMIR SURFACE, TRUE TO GRADE AND CRO55- SECTION, AND BE MOIST PASSAGE. WHEN CONCRETE IS PLACED. (SEE SIDEWALK DETAIL) Y . 2. SIDEWALK SHALL HAVE CONTRACTION JOINTS AT 5' INTERVALS. ) • .� 2. WHEN THERE IS A TYPICAL CURB : RAMP AND DROP CURB THE DOME 3. SIDEWALK AND CONCRETE MEDIANS SITYL CONSTRUCTED WITH NAT SHOULD BE POSITIONED 2- EXPANSION JOINTS AT POINTS OF WALK OR MEDIAN TERMINATION YIN. WIN. �. BEHIND THE BACK F THE DROP EMCEED AN UNYIELOING SURFACE AT THE INTERVALS NOT TO . : . c� TRUNCATED DOME THE CURB -TO- SIDEWALK JOINT. 00 W. MINIMUM TOEMOLDED NAT NOT PLACE DOME MATTING OVER TYPICAL SIDEWALK SECTION i TO BE FASTENED TO CONCRETE JOINTS WAL'KW'AY SURFACE PER WITH THICKENED EDGE AD.A. SPECIFICATIONS J. A HANDICAPPED ACCES AT A FLUSH ( PER PLAN DOES NOT INVOLVE A TRANSITION N.T.S. BIKE RACK DETAIL , DOES NOT HE 2 A CURB. i THEREFORE THE 2 FOOT DEEP UL N.T.S. of TRUNCATED DOME Wi SHOULD BE PHE HEIR W WITHIN 2 INCHES OF THE ROADWAY SURFACE. r \ / 4. ALL SIDEWALKS. CURBS RAMPS tk PEDESTRIAN CROSSINGS SMALL BE CONSTRUCTED IN CONFORMANCE ....... ........ WITH THE CURRENT EDITION C THE — - - - - -- AMERICANS WITH OISABILIIY ACT. ................ KWWW.LtS00T.COV(CRT /,NA /AOAIOYt HIYI VARIES SEE PIA N) CURB (TYPICAL) 1• -6' 6' B• 12' 5. REFERENCE F.D.O.T. INDEX / 304 BROOM FlNSX _ TRUNCATED DOME SPECIFICATIONS AND 1/2' R (TYP _ CONCRETES-11 ( I1W0 PHALTLJFTS) Elm PAVEMENT JC sln�e t7r - r a'q 84' 48' 1 84" 6. REFERENCE PLAN FOR CURB RAMP ° (CR) SPECIFlCATON / ' . /, i •� a - - - 'rR� /\�i�\���\ \TT \ M CURB \\ .. - - _ -:_ -. - .. -: i _ K � B' UNFROC PP �� COMPACTED FILL _6* x 8' - / 8 -6 \ SAND / \P��..� /�• WELDED WIRE MESH .. _ ° TRUNCAlEO DOME ��,1��YYY��C� ° ° • � COMPACTION NOTES' PREMOLDED MAT LyOTES'' . 9' ° 12' STABILIZED SUBGRADE" i. THE UNFROCK BASE SHALL BE COMPACTED WITH 98% PROFILE 1. CONCRETE 514M1 HAVE A COMPRESSIVE STRENGTH OF W00 3' ° OF THE MAXIMUM DENSITY, IN ACCORDANCE WITH N.T,S. P.S.I. IN 28 DAYS. REINFORCING SMALL BE G" x 64 - / 6 -6 AASHTO T -180 AND THE ENGINEERS TECHNICAL WELDED WIRE MESH. .,. %i \ \!c // SPECIFICATIONS. 2. SUBGRADE SHAIJL BE SANO• COMPACTED TO A FIRM EVEN CONNNUOUS 2. THE 12" STABILIZED SUSGRADE SHALL BE COMPACTED TO uN SURFACE, TRUE T° GRADE AND CROSS - SECTION, AND BE MOIST TYPE T +FN CURB & GUTTER THE OF THE MAXIMUM DENSITY ,PER AASHTO T -180. WHEN CONCRETE IS PLACED. N T S Bqg,' 3. THE PROPOSED FELL SHALL BE COMPACTED IN 12' UFTS 3. SIDEWALK SHALL HAVE CON7RACTON JOINTS AT 5' INTERVALS, TO 984 OF THE MAXIMUM DENSITY IN ACCORDANCE WITH Y 1/2 AASHTO T -180 AND THE ENGINEERS TECHNICAL 0 P.S.I. x FILL JOINT t, SIDEWALK AND JO CONCRETE YS ONS SHALL BE CONSTRUCTED WITH WITH MAXIMUM SLUMP OF 4' SPECIFICATIONS. WITH SEALANT AGAINST JOINTS AT POINTS OF WALK E I MWWL TERMINATION AGAINST AN UNYIELDING SURFACE AT THE INTERVALS NOT TO EXCEED 120. TYPICAL PAVEMENT SECTION WITH RIBBON CURB DETAIL TYPICAL SIDEWALK DETAIL � ITS. (PRIVATE DEVELOPMENT) N.T.S. COMPACTED FlLL� 12' WRITE 6' WHITE ,�1�^�xT•�c�.� $TRIPE STRIPE 1 NOTES: I . CONSTRUCTION JOINTS NOT SHOWN OR SPECIFIED SHALL BE LOCATED AS TO LEAST IMPAIR THE STRENGTH AND APPEARANCE OF THE WORK. PLACEMENT OF CONCRETE SHALL BE CARRIED ON AT SUCH A RATE THAT THE SURFACES OF ` CONCRETE WHICH HAVE BEEN CARRIED TO JOINT LEVELS WILL NOT HAVE 45' ATTAINED INITIAL SET BEFORE ADDITIONAL CONCRETE IS PLACED THEREON. 2. CONTRACTION JOINTS MAY BE OF THE OPEN TYPE OR SAWED. CONSTRUCTION 6" WHITE ` PROCEDURES OF CONTRACTION JOINTS SHALL CONFORM TO THE SPECIFICATIONS 5 STRIPE / \T SET FORM IN THE "FDOT SPEC.' TYPE A CONTRACTION JOINT DETAIL CROSSWALK MARKING DETAIL v N.T.S. - ' N.T.S. 0_2O GE APPROXIMATELY A MINIMUM OF 4• v WARPING GRADE ON CURER, SLIGHTLY 3 WARPING THE SURFACE OF THE HI MEDIAN SECTION CC PAVEMENT ff NECESSARY, WITHIN CT A OF CURB AND GARTER. CONSTRUCT A ^ GOVT O RUNE OR FLUMES G AT THE \ PROF. PAVE. PROP. PAVT. POINT OR POINTS OF LOW GRADE. B GRADE ESTABUSHW IN ESTABLISHED IN 4,75' 4.75' \�4)�� 1 DETAIL PLANS DETAL PLANS A A � ' l4• t PROVIDE SMOOTH __j 18' FOR TYPE F CURB Y% ` Ej�1 FO� SECTION 6' FOR TYPE F CURB ij`� / Ramp wrdsn ( 4' um. ! � 0.02 0 kL SECTION A —A c A% PROP. PAVE. CONCRETE FLUME GRADE TO PLAN Rom And Sidewalk Cu A( ESTABLISH" IN 9' 1'- 9' a.Q� T`�n DETAIL SHED O� ROM And Sidewalk Curb P L� I2 N ft I- W DE soD uNLess dZ. ) B OTHER TREAIMENT .a nn M CALLED FOR IN PUNS / / YOEI (I "I` MIN SLOPE 1x i.dMl! . /,, ` i\ \ `2' LcndlJp 5'uln. R2 R FLUME DETAIL SECTION B —B (NAY Or FROM ANY POINT DESIGNATED IN 17# PLANS OR AS ADJUSTED BY THE ENGINEER DURING CONSTRAICIION) CONCRETE FLUME DETAIL m DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURB RAMPS FOR LINEAR PEDESTRIAN TRAFFIC N.T.S. N.T.S. rsso cv w:Axcs•,wc.rro a�.n cal „I« na<b.Arn� r.��„:� a�q. - w�mx aP,;.q.Aa..ngoxxu�ucxo..� R,WA, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 CHRIS70PHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 vnME DA'E CLIENT: PROJECT: nvc. 6519 IIDWPFlorid 3410IBZOO W ,AY zD,D COLLIER COUNTY JAZ 05/,0 Planning NEipIBS,Fbrid M9)5 .T CAT INTERMODAL TRANSFER STATION visualization (1597.0575 FAx:(239)597-0578 AS SHOWN BOARD OF COUNTY COMMISSIONERS FIN CONSULTING CivilFnaTreering Www.001�11"-T"aCO/1 TITLE- AT COLLIER COUNTY GOVERNMENT CENTER m REVISED PER COLLIER COUNTY COMMENTS DATED 1/05/2011 R.M.J. C.O.W. 1/26/17 ` FRmdaCendHCalesdAlJGtonzatlorl PAVING DETAILS LH,s, ��. ,�� pvm 0. j�,(�.�,,, FL 1 �ROJECi NG.: SINE T NUMPfR: FILL NC.: TEV ,4 REVISION CI ECKCC: COW 05/10 ` . ,` JL Swveyin$ & Mapping E8 76M LB B952 12 S0s 25E 090300 00.00 C -7 GH 11 0903000000007 w • m ® EOW _ I_ sD' TOP OF' SAW ELEV. _ AW (VARIES) 0 - __._. - - - - -- - --- --- --- --- NSS SAT IXISRNG W.S.W.T. = CONTROL ELEV. - 3.80 ® , FENCE GROUND ♦ MIN. EDGED = -6.20 76.4't 3'-4- IUSF GRATE #6210 I T T RENT. So W MlF /EXISTING A r - - -AR - EDGE OF WATER \\` E . EA 0 F 10' 12' 12' 0'J- 18 LOADING PLATFORM FOR ME WALL WSS-CONC COURSE AGGREGATE 2' 2 1/4- 2 I 2' J'_. 3 t 4' a 07 -- -0.01 00) 0.118 1 '/2- BO SWALE TRAVEL LANE TRAVEL LANE AD Bus LOADING BAY z -0 MIS /11' N Ir 10 I 9' J 12" 12' -- 15• 0.07 O.tl Ott 0.17 S. a" I'Y_) l0 1/2 2' -3' 2 ]' 2_11' I/1 ' -0' l' -0' 3' -10' _]' t0• 6' t' 3' TYPE S -1 ASPHALTIC 12 I/Y 161�b' teU tl/19' BUILDING ] 1 2• .' ]b 990 UNDERDRAIN ILTER FABRIC ] -6 _ -0• 4' -B' It ss Ir 4' ! i12' t2W0 1520 1B3p - - _.� t90 ELEV. ] 1 Y 0.116 CONCRETE OR 1 -0• EFE m e 36' T PIPE E1T/ELOPE • t 2' 5• - -... IOU' 21' 0.19 0.11- -6.50 (2 COURSES) 6.0 F 11 �EQIIIVALENT 6' UMEROCK BASE v. L�3" N. 9' MIN. SILT 3 EIEV. 1.16-\. (L1Wt 100) FENCE ® � 2' 1.0 mac n YaK_ -- 1s�aFE STD. W.S.W.T. - CONTROL ELEV. w 3.60 .J �-. l 24' SRO. CONCREEE _ RIBBON z srABUZED m UNDERDRAIN DETAIL J(MIN.) J i 4 (•) CURB SUBGRADE (L8R 40 Q \\ ) 30' MIN. NOTES -� \ 2• PNC \ t UNOERORIJN SHALL MEET FOOT DESIGN STANDARD _ 4• PVC IRRIGATION MAIN WATER \` WATER 1•WN I2. N0. 285 FOR TYPE 1 EXCEPT AS NOTED. ---- - - - - -- J _ IXISTNG 2. UN U EWNALEN PIPE - C SMOOTH OR, CORRUGATED T BOTTOM OF BN)SWALE 8' DIP 3. UNOENIIRIKI PIPE AVERT POINT ELEV. s.30 FIRE MAIN 4. COHSE = !.0'. AGGREGATE BED SHALL EXTEND 12' . ELFV. _ -8.20 ® SECTION A -A BEYOHp 5. FILTER ENO OF UKDERDRMN PIPE FABRIC SOCK REQUIRED, ¢[V. N.T.S. (LAKE ADJACENT TO TRANSFER STATION) 1-., ® EOW _ I_ sD' TOP OF' SAW ELEV. _ AW (VARIES) 0 - __._. - - - - -- - --- --- --- --- NSS SAT IXISRNG W.S.W.T. = CONTROL ELEV. - 3.80 ® , FENCE GROUND ♦ MIN. EDGED = -6.20 76.4't 3'-4- IUSF GRATE #6210 I T N.T.S. 40' m SECTION B -B N S. (LAKE ADJACENT TO PROPERTY LINE) 6 Y9sr6 trFE v +Axr . TwL v aulE Ix' M0E 6Mltf ealRn aN)1r. mnoll msnNC Wr. ALWWIUK RLV.3.a G]¢ m a�9o� ]s•µv. Rir. - n3v ao - .a e. �S�a o1A FIfV W.S.W.T. - CONTROL ELEV. = 3.80 m SECTION Am A _ SECTION B -R STRUCTURE #3 DETAIL MODIFIED TYPE 'D' INLET TOP OF BM'K ETop _ 7.504 GE o (VAINES) - IC "WING W.S.W.T. - CONTROL ELEV, s 3.80 ' ARU OF 4 (MIN.) EKGVARON m SECTION D -D BREAK POINT 1LZ MATCH (TILE N.T.S. ELEV. - -8.2t BOTTOM ELEV. s_8• zs. w � wlzoae\cwno.x.x rm rte. - a� \coo] ewiww pey - owpe J ,w.�.y \es.a. \cen..rrxr,::.as.eq V.Hea See IM- 20+ 5' -5• 15' Mo.. For ReiM. Nod. for Depths 13' To 15' 54 2 Crete ILI {I Eye Bolt 6 8• T P• p. I #4 ears ` it O 12• Ctre. TYPE D 1- '. o R -- -ded Ma.i- Pope Sire: _ e 3' -1' Ill Pipe $ o 4' -1' Wall -38' Pipe Stroigbt 8a)e 2'x3/16' 'e 011411 Bon 1- 1/2'x3/16• Band. 1- 1/2•x1/4' APProx. Weight 180 Lb.. F.D.O.T. TYPE "D" CATCH BASIN N.T.S 2• -T- `� � T N13 ����I �,i• APPROX. WEIGHT 235 LBS. GRATE DETAIL 6' 2' _ e• PJ.Ad 5 3 /4 S J /4' eM01 w FIWGAar aNrAeIE rauareDlr 914 MTION PER PGRATE IAN (6HEET 4) 24. OOl 71, S,C 61�w wr RATES a Q EYE BOLT i 3 ^ 2• C, . SEE KOIX 201 � "A! � 8' UNDER DRNN NI -'4 BUDS O 12• CTRS. PIPE OPENING$ STRUCTURE MEAT - R INVERTS PER RECOMMENDED " PI PIPE SRE LOWEST PIPE INVERT -1' PLAN 2' -0' WALL -16' PIPE 3' -1' WALL-N' PIPE SECTIO ® TYPE "C" CATCH BASIN STRUCTURE N.T.S. 2e - 11 w' T. '7 R'R Y Fw FA! /aea•o. 1x0.1 Ib /aWro.e. /9W YOS. SECTION JUNCTION BOX DETAIL dA T RENT. So W MlF /EXISTING A r - - -AR - EDGE OF WATER \\` E . EA 0 F R 1 MATCH WCE EXCAVATION EIG BOTTOM ELEV. N.T.S. 40' m SECTION B -B N S. (LAKE ADJACENT TO PROPERTY LINE) 6 Y9sr6 trFE v +Axr . TwL v aulE Ix' M0E 6Mltf ealRn aN)1r. mnoll msnNC Wr. ALWWIUK RLV.3.a G]¢ m a�9o� ]s•µv. Rir. - n3v ao - .a e. �S�a o1A FIfV W.S.W.T. - CONTROL ELEV. = 3.80 m SECTION Am A _ SECTION B -R STRUCTURE #3 DETAIL MODIFIED TYPE 'D' INLET TOP OF BM'K ETop _ 7.504 GE o (VAINES) - IC "WING W.S.W.T. - CONTROL ELEV, s 3.80 ' ARU OF 4 (MIN.) EKGVARON m SECTION D -D BREAK POINT 1LZ MATCH (TILE N.T.S. ELEV. - -8.2t BOTTOM ELEV. s_8• zs. w � wlzoae\cwno.x.x rm rte. - a� \coo] ewiww pey - owpe J ,w.�.y \es.a. \cen..rrxr,::.as.eq V.Hea See IM- 20+ 5' -5• 15' Mo.. For ReiM. Nod. for Depths 13' To 15' 54 2 Crete ILI {I Eye Bolt 6 8• T P• p. I #4 ears ` it O 12• Ctre. TYPE D 1- '. o R -- -ded Ma.i- Pope Sire: _ e 3' -1' Ill Pipe $ o 4' -1' Wall -38' Pipe Stroigbt 8a)e 2'x3/16' 'e 011411 Bon 1- 1/2'x3/16• Band. 1- 1/2•x1/4' APProx. Weight 180 Lb.. F.D.O.T. TYPE "D" CATCH BASIN N.T.S 2• -T- `� � T N13 ����I �,i• APPROX. WEIGHT 235 LBS. GRATE DETAIL 6' 2' _ e• PJ.Ad 5 3 /4 S J /4' eM01 w FIWGAar aNrAeIE rauareDlr 914 MTION PER PGRATE IAN (6HEET 4) 24. OOl 71, S,C 61�w wr RATES a Q EYE BOLT i 3 ^ 2• C, . SEE KOIX 201 � "A! � 8' UNDER DRNN NI -'4 BUDS O 12• CTRS. PIPE OPENING$ STRUCTURE MEAT - R INVERTS PER RECOMMENDED " PI PIPE SRE LOWEST PIPE INVERT -1' PLAN 2' -0' WALL -16' PIPE 3' -1' WALL-N' PIPE SECTIO ® TYPE "C" CATCH BASIN STRUCTURE N.T.S. 2e - 11 w' T. '7 R'R Y Fw FA! /aea•o. 1x0.1 Ib /aWro.e. /9W YOS. SECTION JUNCTION BOX DETAIL dA T RENT. So W MlF BELL SR, A r C 0 E P R 1 R 2 FLIT EIG M ME WALL WSS-CONC _ 12' IS' 16" _ �4 -2)" -30' 2' 2 1/4- 2 I 2' J'_. 3 t 4' a 07 -- -0.01 00) 0.118 1 '/2- ♦ 2'-0 1'-p) r4 z -0 MIS /11' N Ir 10 I 9' J 12" 12' -- 15• 0.07 O.tl Ott 0.17 2' 2. 2 I/2' a" I'Y_) l0 1/2 2' -3' 2 ]' 2_11' I/1 ' -0' l' -0' 3' -10' _]' t0• 6' t' 2' -8• 12 I/Y 161�b' teU tl/19' 11' 12' 13' f{' ] 1 2• .' ]b 990 J' 2' 2 " -6'_. 1' -11 r -1 t/Y r -t. 1/2' r -I (- ] -6 _ -0• 4' -B' It ss Ir 4' ! i12' t2W0 1520 1B3p - - _.� t90 - -� IW ] 1 Y 0.116 T 1 -0• 1'-0 . 5-0• 36' T MS If 111 11I Y 16• • t 2' 5• - -... IOU' 21' 0.19 0.11- - -J A SECTION CC C .m a alit s„yr^, Mclw4 q Ste, w« Pw u- e.w Foet 6oU1 1eo2� Yet a. Uwd; PrwdOd TM WNp 1/0, A A 1Atlnfb.n q 2' * H4 /q A LC•l END VIEW REINFORCED CONCRETE JACKET DETAIL SECTION AA 4 FLARED END SECTION DESIGN NOTES Aow wpm "..° w4 wdr. °" ==n. d.1. °" °� 1.r ".r°In wwA er Ati mlxro w werawb a x.aw at u w aawK 9labdim trr w1 ww.. m m .1ww ew r e.b :aerbr m+MYy da w rp..a r wnla I. a w ew.e... w Ir.....e.. f. w ry tl°9w'r. iw .�. Y r w.� m w W.+ IM .bur Ww WA .w ..Y •w m. V �iw.�N ro P+4n.e Maa WM. Swa9wre w w .xvn wrY.. aMr w ei. a Z., nrM wwwn ewW �siJ1y a1� Miw sp� aN m r w M N+.wl yWl ` � d a ^+IwW www iemY b 4 MuY i w mead uA sb 4 w 11er N wUb� m.woa mr rlw b wYtl r b w Pee, w Rb. Vr r eleeWea eeWr w w GENERAL NOTES w w a W w w b=w d wWm <wywr r w w+e. rr °Nrm+`m=rt q I. r+�" �•a+da w nsw'~d bra. as o.'• ��° IIm1 w mbw. lwn r�ww.. alw ew � d..w do .wwr w r..a .d mm.. wd r wwa b r..a w w. =+me ar a. rY R.WA.. INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 �INC. 6610NANOw Park Drive, Suits 200 MAY 20/0 CLIENT: COLLIER COUNTY REVISED PER COLLIER COMMENTS GATED 3/28/11 AND FINAL DESIGN R.A.K. C.O.W. 4/22/11 OF- 16V-J_ JAZ OS /10 Pl8T1IL1Ilg Naples�Fbrida 34109 nun REVISED PER COLLIER COUNTY COMMENTS DATED 1/05/2011 R. cD.W. , /2s / +, Visualvation (239)597 -0575 FAX:(239)697 -0576 As sltoNRl BOARD OF COUNTY COMMISSIONERS DRAW., PTN 05 /t0 CONSULTING Civil www.GOrnuil- rwa.GDm TITLE: REVISED PER SFWMD COMMENTS DATES 9/24/2010 R.MJ co.w. n /4/1n � Florida Certificates ofAUthai2atio0 DRAINAGE DETAILS AND SECTIONS Rf.V'SInN CON• - 05/10 1 ` T TA Z JDEV & CHcL'KE_G: eY�BPP�g E87fi63 LB 6952 _. A 12 505 25E mwl w glwl b W w wr N rdrb 3 � � S.uw b r YI rr woe w m4s[ rl Mm b. ilmi Ed S.tlw Gamd1], a0. MM9 mwwm bW ba A. 701. we w 4 wm w mW.a r Pw Yr ,.., ST. FLARED END SECTION N.T.S. CHRISTOPHER 0. WRIGHT. P.E. STATE OF FLORIDA LICENSE NO. 47059 PROJECT; CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER R(` 'FERLNGE: I PROJFCT N0.- SFELi NLMRFR� F -'_E NU.: 090300.00.00 C -8 of 1 1 0903000000C lqnr LCIN -Ncx 1440 V-6 UNPAVED AREA TRENCH BAC6FILL OET 19-01- ZZ. = 'r 0-7 Mon =jm PAVED LEA TRENCH RESTORATION ­2 .KM. .A- a (NMI I IL I REVISED PER COLLIER COUNTY COMMENTS DATED 1/05/2011 1 R.M.J. I C.O.W. 11/26/11 1 ROAD AND 1THE i IOAf- G 28 ........... 52 — RE51Wff_KffQ4 MUZ _1141% PIPE SEPARATION OFI% SE­ CU­ RIM AND COYLR (SEE COUNTY —'eUr ­T F) RySN IX THRIADIT) PAMa01T AREAS -T rL j__ CAST w.f1 OR T­ u— 1. PIAxs I SEN. ELEVATION SEWER CLrAN-OLIT DETAII PAVED AREAS Ww_l I NTS rXInNG A/C PIPE - KIADWALL NEW 11 1)(11T1.1 PIPE - RESTRAINED X. POPE CONFIFICT MAID-;4 I SIDE VIEW hQM5. ICE BBB TENMY-141OWDET ASSEMBLY WITH AL SAMPLE PoINT DETAIL W-1 AT r. TV FRE #4 IMItli LIAR NIB Luau GA �r-A OF ­�l TIE- 4_�7 SECTIGN A-A Ir N­ o') 0. jAcK AND BORE QCT 7". CgrtIWW4 ALA (D It BNB OIM:pYi AT Lzz - FU­wm sue R! MUZ _1141% PIPE SEPARATION OFI% SE­ CU­ RIM AND COYLR (SEE COUNTY —'eUr ­T F) RySN IX THRIADIT) PAMa01T AREAS -T rL j__ CAST w.f1 OR T­ u— 1. PIAxs I SEN. ELEVATION SEWER CLrAN-OLIT DETAII PAVED AREAS Ww_l I NTS rXInNG A/C PIPE - KIADWALL NEW 11 1)(11T1.1 PIPE - RESTRAINED X. POPE CONFIFICT MAID-;4 I SIDE VIEW hQM5. ICE BBB TENMY-141OWDET ASSEMBLY WITH AL SAMPLE PoINT DETAIL W-1 AT r. TV FRE #4 IMItli LIAR NIB Luau GA �r-A OF ­�l TIE- 4_�7 SECTIGN A-A Ir N­ o') 0. jAcK AND BORE QCT c- 5 CgrtIWW4 ALA (D It BNB OIM:pYi AT Lzz - FU­wm sue R! ELEVATION NOTES I ARE TO 5. MEET EE TIE— I, —T 3WU O.ewO4Y wRH ANWA C- Ir, W RIJ-DI, EIRE HYDRANT. ET AID w W-3 aN THIS DRAWING CONTAINS DETAILS DESIGNED BY, STANDARD TO, AND FURNISHED BY SEWER CLEAN-Q!,Ij 12ETALL COLDER COUNTY UTILITIES _ B A NON PAVED AR SAID DETAILS WERE NOT DESIGNED BY RWA, INC., BUT HAVE BEEN REVIEWED By RWA INC., AND ARE WW-12 ACCEPTABLE FOR USE ON THIS PROJECT. R.W.A., INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB-0007663 INC. 6610 Willow Park Drive, Suite 200 MAY 2010 CLIENT. COLLIER COUNTY dAZ 05/10 Naples, Florida 34109 1 7 C� "DIX p (239) 597-0575 FAX: (239) 597-0578 AS SHOWN BOARD OF COUNTY COMMISSIONERS [A warm.oOnSult-rwa.com TITLE: PTN 05/10 CONSULTING Civil Florida Certilficates of Authorization UTILITY DETAILS cow po JL %. T TA AL Surveying & Mapping EB 7663 LB 6952 12 10S 25E CHRISTOPHER 0. WRIGHT. P.E. STATE OF FLORIDA LICENSE NO. 47059 PRO.ECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER C_ . 'NFRFNCF 10: " 7 _' 16 I'll 090300.00.00 o, 11 903000000( r. TV FRE #4 IMItli LIAR NIB its �r-A CA!iING END SEAL SECTIGN A-A WACER jAcK AND BORE QCT c- 5 NOTES I ARE TO 5. MEET EE TIE— I, —T 3WU O.ewO4Y wRH ANWA C- Ir, W RIJ-DI, EIRE HYDRANT. ET AID w W-3 aN THIS DRAWING CONTAINS DETAILS DESIGNED BY, STANDARD TO, AND FURNISHED BY SEWER CLEAN-Q!,Ij 12ETALL COLDER COUNTY UTILITIES _ B A NON PAVED AR SAID DETAILS WERE NOT DESIGNED BY RWA, INC., BUT HAVE BEEN REVIEWED By RWA INC., AND ARE WW-12 ACCEPTABLE FOR USE ON THIS PROJECT. R.W.A., INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB-0007663 INC. 6610 Willow Park Drive, Suite 200 MAY 2010 CLIENT. COLLIER COUNTY dAZ 05/10 Naples, Florida 34109 1 7 C� "DIX p (239) 597-0575 FAX: (239) 597-0578 AS SHOWN BOARD OF COUNTY COMMISSIONERS [A warm.oOnSult-rwa.com TITLE: PTN 05/10 CONSULTING Civil Florida Certilficates of Authorization UTILITY DETAILS cow po JL %. T TA AL Surveying & Mapping EB 7663 LB 6952 12 10S 25E CHRISTOPHER 0. WRIGHT. P.E. STATE OF FLORIDA LICENSE NO. 47059 PRO.ECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER C_ . 'NFRFNCF 10: " 7 _' 16 I'll 090300.00.00 o, 11 903000000( r. TV FRE #4 IMItli LIAR NIB M­TI­rWNr MYONWI CWB CUTTER NOTES I ARE TO 5. MEET EE TIE— I, —T 3WU O.ewO4Y wRH ANWA C- Ir, W RIJ-DI, EIRE HYDRANT. ET AID w W-3 aN THIS DRAWING CONTAINS DETAILS DESIGNED BY, STANDARD TO, AND FURNISHED BY SEWER CLEAN-Q!,Ij 12ETALL COLDER COUNTY UTILITIES _ B A NON PAVED AR SAID DETAILS WERE NOT DESIGNED BY RWA, INC., BUT HAVE BEEN REVIEWED By RWA INC., AND ARE WW-12 ACCEPTABLE FOR USE ON THIS PROJECT. R.W.A., INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB-0007663 INC. 6610 Willow Park Drive, Suite 200 MAY 2010 CLIENT. COLLIER COUNTY dAZ 05/10 Naples, Florida 34109 1 7 C� "DIX p (239) 597-0575 FAX: (239) 597-0578 AS SHOWN BOARD OF COUNTY COMMISSIONERS [A warm.oOnSult-rwa.com TITLE: PTN 05/10 CONSULTING Civil Florida Certilficates of Authorization UTILITY DETAILS cow po JL %. T TA AL Surveying & Mapping EB 7663 LB 6952 12 10S 25E CHRISTOPHER 0. WRIGHT. P.E. STATE OF FLORIDA LICENSE NO. 47059 PRO.ECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER C_ . 'NFRFNCF 10: " 7 _' 16 I'll 090300.00.00 o, 11 903000000( Q %=4 z. m.. z..: °v rTZaD.•T.•rn.wr.,n.%. _•, ,••... s °..onYOnal u,,..P, w - c.:•Pi n� "a. , 1rs..;.axrxE- . COMMENTS DATED NRN+:E CAIE INC. :._L•iil:.. JA2 05/10 [A Planning PIN 05/10 avil nerve CONSULTING C�vilFi3giEBeeEiTlg cow o5 /,0 1 \ T TL .i Surveying & Mapping 6610 Willow Park Drive, Suite 200 Naples, Florida 34109 (239) 597-0575 FAX: (239) 597 -0578 www.consuk- rwa.com Florida Cerificales of Authorization EB 7663 L8 6952 RMA, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. ES- 0007663 °LNAY 2010 CLIENT: COLLIER COUNTY .AS BOARD OF COUNTY COMMISSIONERS TITLE: MOPS PUMP STATION OS 25E D ETAI LS CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 PROJECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER CHCSS REi7 =_NCI. PR(1„LCT NO.: EE' NUMBER: -'. E 111 090300.00.00 C -1001 11 090300000OC1 AL. DEL. MD fM < MOPS CONTROL CENTER SEE $CHEJIJLE FOR ELECTRICAL SERVICE REQUIREMENTS PANEL COMPONENTS MUNICIPAL SERIES MOPS a I I I THE MOPS CONTROL ASSEMBLY CONSISTING OF: CONTROL CENTER DISCONNECT SWITCH, MOUNTING ASSEMBLY, ELECTRICAL CONDUITS AND SEAL -OFFS, ARE TO BE SUPPLIED AND INSTALLED BY THE MOPS PUMP STATION MANUFACTURER TO VALIDATE MOPS EXTENDED, MUNICIPAL DE TAIL A IT ALTERI+SI -E E, DISC) I'-� BI-2 NOTCR WER:[ERS ® ®� A$ ALARM SI_fAEE SWITCH LSG B B B[ CUNiR0. BREAKER 3 B S 1 2 BE EMERGENCY BREAKER BM P W BREAKER RPS POI, SUPPLY SPEAKER r - "Tn BR RECEPTACLE BREAKER [1 -2 COI, TAC NIN, IUTR! START BLANK �rAR CI C2 t� DI CONVENIENCE RECEPIACLE �rnvnclil:wi� DISC DUPLE% . NTRINSICALLY IG I -PH) SAFE CDNTIMLME pR TRANSF.I ETM ELAPSE➢ TIME METER IF GENERATOR RECEPTACLE { °S I H NO - TI HDA RAND -Ie I-AUTO SWITCH LA MDNI 3IhG ARRESTOR BARRIER I N MONITOR IPH: V0. 13PN. =PHASE TS2 RTU TS TSl PL PILOT WE L(GHT (0N DISC) PS POWER SUPPLY -_.__ SC MICE CAPACITOR INTERIOR LAIDUI SEE MOPS PUMP STATION TSI IMPINAL STRIP IM PUMPS iV¢ TIER SCHEDULE FOR PROJECT I22 TERMINAL STRIP FOR F_OATS A.ARN LIGHT AL SPECIFIC INFORMATION RI -3 RELAYS F371 RED I.E. VOLTAGE. PHASE, ETCNB BATTERY RELAY R AYGLED fiEN R$ SILENCE RELAY RECEPTACLE PST SEAL FAIL RELAY . RTIIXF RTU TERMINAL ST f„Q RTU TS RTU TERMINAL STRIP j EIN ETM NOTES A)IElN I% StPWrsa $trel EoclorAAVI _ M MOPj B)PAN1.1- L'.. FOR U1. SARA Door )K DT$ •MOTOR CON Tg0. CENTERS' AND '8 u1. 6BBA •,A2ARDOUS LOCA1fUN Pp,LLS•- (INTRINSICALLY WE> )K BT C>COMPLETE BACK -UP, SELF - CHARGING DISC NDaILE tlATT[NY, VISUAL /AUDIO ALARM SYSTEM. PER RSVF -AS ATLANTIC 111 T[AMNA: SC.EDEU ENV!kOFB1ENTAl SYSTEMS. INC. H T -- CD A) T) it •) L e F n re Ta R z �A G,° ER„T„A S nN b,Q ice+ c a w -LIZ c CD N RR As ,s NTa tEAni I I EriDe z N _ R A .- -RS o a DEAD FRONT LAYCNJT 1 v ry F . :DOOR NOT SAWN PER CLARITY) VI -j C� ' , Tsz rl:irOMl aYCRaA ._ —. -- SERIES, WARRANTY PROGRAM. `DRUBBER iDP VLNf MOPS COLOR GR.6 LIFE -" -� INDICATOR 7 l I 5'AGC A FINE YFSN MG"EL S STAGE s iNSfcT ..fRECN G R 1 STAGE 2 SCHEDULE U FOR MODEL a . AND 5.2E S E SIAOF 1 R - - / ADP$ ODOR /GAS SCRUBBER .1 5: LAC RJBBEk DESIGNED '0 REMOVE iO %If SEWAGE AYS. H2` AND OFTENSIV DOORS SUCH AS SKATOLE n) MERCAti -S 2)S 4 BEERS lNC E %PECTANLY CA f ILATIONT ARE INCW30) x( sNJP cRAWmc lBE MOJ`,. A RT1E WE UNIT -:AN BE MOUVTEU A III OC WE ELL OR TOP MOUNTED. A¢CE MO S NO S' 1 B. 'A )TEL a 01NN MANUFACTURED ODORLESS PUMP STATION T.S ]RAV;w AID ' e O S'iM C NIA' C0 ERC IS M�RIFTM, AND IS AND S� R' AIN TIE PF m- LF AILANIIC CNVIRDNMCNTAL IC °11RPOSt +IA VNICN :r IS INi[NDCD, ME pvL• WITH VRiTTEN ATLANTIC ENVIRONMENTAL SYSTEMS INC. 11 PUS. IN S NAMING ANE DESIGN SAAL O B: WITH VIR I . f R[PRpWC11Y1 I��N E OR T IN I'Mi� VIOLATE RNI ATLANTIC % LANTANA. FL 3346, P 4 H: (561) 5 7 -8080 -FAX: (561) 547 -3999 ©Z000 ENVI ii�M[T+TRL S+siEM$' C�TRIRITS - Y -Ml-' v r T l�'4 0 I'S P t 5 T I I U SCHEDULE ! MOPS SERIES ITEM DESCRIPTION INITIAI. DESIGN FLOW :.PM. 29.5 ID] YEAR F -ODD ELEVATION ) 07.90' IINIIIdi DCSIGh HEAT (T.f N.) 2O 25 .EAR LCOC ELEVATION O6 p1' O 1 t I 1 (37 z O O' Q I— Cn �- � ^ LlI W Z J 0 Q p CV 0 F--- O� LJ__I � ' �V -� _.5, �� /- DETAIL C > +�F�'� (SUPPLIED 6Y uAKii. 2" ARCNITECTERLL GRAOC. iJP °ORT ° <A3( ar yARN Da COMP4NYi SIAMLESi STEE, UNISTRUT NtNC[NCY em AcT xm <( SUPPORT °OStS c> AV r/ cR.EA AT $TMN,Eii BTEE_ '" [ SFAINLCSS STEEL CCNN[C'OR :JNSTRJC'ON i _ ., r 7 r 1 CONTROL CENTER �' i^ H MOUNTING A5SEM9LY °`^ F-IS _? • I I I I • ':. "' -" , 1--4?! RUBBER LND CAP ° • t Jti _ ± Y - • b : INCOMING POWER SUPPLY, SEALDFFS SUPPLIED B, COMMIT, L VIRING (SEE INSTALLED O N.E.C. NOTE BB) CHAPTER 500 DETAIL VACJUMIOB/ i % _ BREAKCR ELECTRICAL COMMIT ° SHALL COMPLY WITH CLASS I, ➢1 VISIIW 1, ^' GROUP Ib ATMOSrM1ERE RATING OR ON .•w'� PMEVEh�CR BE) yOVROR A4iFNNA STA:NL:55 STEEL CAL DETAIL • ° (SEE MAPS NOTE i 2) NHS , T S-CCNOAI) DC51GN F OA (G.P.M.) ) -.... - - _.. N/A __.._ r -.Rg. E (EvSIION_ - MOO, SECONDARY DCSIGN C D IT,D,F, N/A 8 TOP FEYA`ION OF WrT WELL 08.00" RATED PCRFCNMANCH SFffD 3450 RPM r BOTTfu ELEVATION OF WET WELL - 01.00' RdTfC MOTOR HONSLPOWER 2p �U ALL °UMPS OFF ELEVATION 00.30' SURMFRSIBLE PUMP TYPE (P- I.P -I) _- GRINDER H. LEAD PUMP ON fL FYATION 01.50' PUMP uOCEL NUMBER _ MOPS F LAG PJMP ON EL[V4nnN p2,pp, ERVICE ENTRANCE D FA E -- 230 _ _ f HILH ALARV FLEVATTON 02.50• SERVICE ENTRANCE PHA E 3 N ,SIDE DIAMETER OF WET -yrLL 48• CONTROL RIHI� NEMA t S �I SWITCM,I- RAfED[IAMPSS DISCONNECT! CC•NCR TCC BALLA IL(CJF TDg)LOAiATION 0004(0) I. F. " • i,l 10 1111 TR:IfIN 1 r F •'• 4; ` 1 I 'A, -�CONCRETE SLIPPON' _.__ .. ., ro x4rFR iOPPLY C (N S SCRUB D FROM VET -WEELLL CONTROL CENTER ASSEMBLY AND INSTALLATION STRAPPED TO _._ T P P WILT WELL SCOURER CYSIFM K NYfRT FIFE 71AMETER 6. PEYOTE STATION MONIT.R (iFLFME R; _N/A 1'1 /A AJ /A L FOR,'.F MRIV pIAME I!P CN -SITE GENERATOR $ISTEV _- -'- M PRIMARY I'1VLRT ELEVATOR 0300 __.... ........__ - - - - - -- _ -- - M SECONDARY INVERT EL FVATION ry/p MOPS EQUIPMENT IDENTIFICATION -- - - -- - MOPS PUMP STATION _ _ _ MOPS VALVE BOX ASSEMBLY (VBA) QTY. I MODEL DESIGNATION _ 822- 48108 -C -2.0 VEA -22 PUMP STATION VALVE BOX GAS TIGHT CONDUIT :RUBS ASSEMBLY EMERGE V1TH BYppSS P) QUICK DISCONNECT _ ' AND CAP - - -- -� PIPE COUPLING �(TYp) VALVE - WON BOTH SIDES) + + -` _ MOPS ODOR GAS SCRUBBER (OCS) I _ OGS -B 75 - - -� -- MOPS R.P.Z. AS ]E ABLY -. -. MOPS CONTROL NTER MOPS DISCONNE T :WITCH I I PSC 1 0 FDS 30- 3 -4 -SS L D- E r c - -- Al MOPS CONTROL CEVTER MOLNTIFIG ASSEMBLY I COMA r_2SS B Ir / I R 1 O A R FFINAL P MADE N oI : + + ++ __pA LOCK POST - -+ PIPE SUSS STEEL ASSEMBLY o + + f P D o PIPE SUPPORT + o -- - - -- I' An LOCK POST _.,o - — z h"- MOOS E N/A -- - -- -- E $TSERVICE/MAINTENANCE T, -- -'- _ _ -. 1st YEAR CONTRACT - L ' N/A N/A - -- MOPS ON-SITE SITE GEN RATORNS EM - - -- - - "" _ 0 MOPS.,. FIELD SERVICE -- ..__... CONTROL INSTALLANDN 8 START -UP -WORK _ ... .. o o P FARRTCATED FIBERGLASS, WET -vELL. " -_ -- -- ° PIPING BOSS SLANTED TEFLON - SEATED, DISC MECk 4WVA BRONZE NIPIRF, GAS -TIGHT HATCH TAMPER RESISTANT- VALVE (TYPJ BALL VALVE, FASTENER (TYPJ AND WASTE P2 GAS -TIGHT LID WATER SNUBBER, FOR USE WITH �Hrs , DETAIL_ A \ / 1 / PRLSSURE GAUGE _ ��P VIEW W ODOR/GAS SCRUBBER MODEL B'1 -GAS-TIGHT LID (RAISED TO REQUIRED - _ �F(AL ALUMINUM FRAME WITH RiNGEO, ELEVATION) lam_. -- LOCKABLE, HATCH AND SS. RAN ➢NAPE (TO BE LOCATED -'-' 30D P.SF, RATED. VEX' N CIINTRCL PAHCLI LUAI CABLE UPPER GUIDE RAIL - I - •� - l { Q �_ EL O Q W J U — W 11 fir' Q O co - LIN17 OF MOPS SUPPLY L o ._ o M A T E R - 30' MIN. _ a CONCRETE SUPPDRI {; tNUTL BE) I A L S M A - DETAIL B T L R I A L S TD. - DEW. IPM SraE -LE r I :ii f A rM_w -N EA ANKE53 STEEL SD• f _ 4 1 )/i .PA? $ [ STEER. I 1 r • ` $TIK£SS Si[CL $UMbNT DRACAL N 1 /1` . ), j­.[ $REEL <CN[K A, HGL GER S.S. MATL. BRACKET SS. MATL. I U 3imrort BfiGAir tars P/N n: ` 1 3 /A' BADNif .: NBT I_IF TONG DOUBLE GUIDE apa _- CARL ES PVLL OUT SYSi EM, A S.S. MA1 ARCHITECTURAL GRADC, \ �TiI iB SS STEEL \\ \ \\ ' I csa 1A,NE[S$ STIR PPE IIOLI$ + i a /a` YAL'lUP B +neu R.P.Z. BACKFLOW PREVENTER ASSEMBLY DETAIL U,S.C. dND A.S.S.E. APPROVED N.T.S. - I O I .___.. -__ ._. _ -_ ... ............ _. _...._...... ......... i HUB AND INVERT LOCATION _ _ z CLOCK ,r TEMS I POSITION 1 I tAa1L;EN +- _ .I ! / p + DISCHARGE • + ONES 3:PO I O +- , \ ....1- IN MARY + + INVERT i3J + SECONDARY + I INVERT N,4 - I FI EXIBLE 1 - _ CONNECTOR N PIPE TA[AL S RTE PIPE S POT WAS i'GNT 6 VRTFR ASSEMBLY TIGHT CHECK VALVE PIPE SUPPORT (N INVERT EL. BRACKET OVER SULIG BOTTOM, x 12' DEPTH - SLOPED FLN / _ •-.__ .,: a ... .- _.__ - - - -- - ~-�- r- (V \ ! LOCATION [if CONTRO'_ /CENTE� 5 AND ELtCTRTCA T80 L CONDL :T HUBS e 4 7 S ]TpT10N STATION ROIL ARO LOATA710N h DISCHARGE RING UP TO FINISHED GRADE: COMMON FILL COMPACTED IN BASED ON STATION'S DISCHARGE BEING LOCATED AT THE O3 CLOCK POSITION; DES!GN4iE CLOCK 12" LIFT TO 98% OF THE MAXIMUM P031TIONS OF THE INVERTS_ ANC CONTOL PANEL DENSITY AS PERAAS14TOT -180. LOCATION ON THE SCHEDULE BE CAREFUL NOT TO DAMAGE WETWELL DURING COMPACTION. IASLl1ENT - - - -'- FIBERGLASS DRAINAGE L zCRCE MAIN (NOTE R RED DIRFCTIONAL FI OAT VET VELL DISf.HAROE PIPING !SEE SOME ➢ULE) PIPE FOIi CONTROL =_ /� (MWOA/M 2 -INCH) (:'NLREASE /DECREASE) CGOR CCNTRDL SWITCHES V ) Q(111. DISCONNECT. SAS REWIRED) (ON 6' AND INTERNAL n MUNICIPAL STYLE, LARGER -i-S) vE[GMr .� 1 DISCHAECE, LARGER EIA DISCHARGE ELHOV "L- CONCRETE BALLAST !NOTE B BB1 i i .. Cx.LAR (IF REUUIREO). SEE SCHEIXILE ITEM 'J' rOR MINIMUM AMCUNTS FIBERGLASS -:LLE7 OILY - -- AIDTE': SOLID CIRCULAR FIBERGLASS ANT.- FLOATATION RING, TWICE ALL METAL ITEMS IN CONTACT VRN SEVAGE WALL THICKNESS ISEE TEN T- O+ SCHE ULE FIN KIN114JM CASE° ARE ALUMINUM AND STAINLESS STEEL ANGE aD. SIZE (DI TERMINES BALLAST ALCULATIONS)] EXCEPT EPDXY COATED PUMPS AND DISCHARGE `' ELBOW �� O CD u E PVge N° —� (� I /� \! J 6 4_g P.E. CERT IFICAl10NI PRIVATE PUMP- -STATION Doniel J, Moss, P.E. L}Cen Se 3 56885 V•P of Engineering Atlantic Environmental SystPns. Inc, L A IT 26398 /L' 635 Gotor Dr'We, Lantana, Florida 33462 i „'� '” Phi 561- 547-8080 / Fox: 561 -547 - 3999 /'N S7 2811 z. m.. z..: °v rTZaD.•T.•rn.wr.,n.%. _•, ,••... s °..onYOnal u,,..P, w - c.:•Pi n� "a. , 1rs..;.axrxE- . COMMENTS DATED NRN+:E CAIE INC. :._L•iil:.. JA2 05/10 [A Planning PIN 05/10 avil nerve CONSULTING C�vilFi3giEBeeEiTlg cow o5 /,0 1 \ T TL .i Surveying & Mapping 6610 Willow Park Drive, Suite 200 Naples, Florida 34109 (239) 597-0575 FAX: (239) 597 -0578 www.consuk- rwa.com Florida Cerificales of Authorization EB 7663 L8 6952 RMA, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. ES- 0007663 °LNAY 2010 CLIENT: COLLIER COUNTY .AS BOARD OF COUNTY COMMISSIONERS TITLE: MOPS PUMP STATION OS 25E D ETAI LS CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 PROJECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER CHCSS REi7 =_NCI. PR(1„LCT NO.: EE' NUMBER: -'. E 111 090300.00.00 C -1001 11 090300000OC1 t`1J so BALE SEDIMENT HARDER (TYPICAL) ❑ ❑ ❑ O ❑ ° ❑ ❑ ❑ O PROPOSED OPEN RREf- TIMBER ❑ II ❑ I CURB : CUTTER ° TEMPORMf1 DIVAN i. BET THE STAKES I 3. STAPLE FILTER MATERIAL. TO STAKES AND EXTEND R IMO THE TIIENCN. / I I I I PLAN e AS - -- —PgNTS A SHOUED BE HIGHER THAN POINT B ELEVATION PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY N.T.S. BMP 106 SILT FENCE PLATE 1.06P PER 2007 FOOT BTE. SPlCMTGTIONS PAROAL INLET (SECTION 104- 8.4.12) NOTE: sURROUNdNC UNPAVED AREA SNOULD BE ST 1111, O PRIOR TO REMOVAL OF STRAW BALE SEDIMENT BARRIER. CURB A GUTTER S - NECK BGS = ^E MAY 2D, D CLIENT: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PRO„ECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER H:.:- PER 2007 FDOT STD. SPEDIFKATIONS COMPLETED INLET (SECTION 104- 6A.12) PROTECTION AROUND THROAT INLETS 4 -M2' WIDE S NR OF TALL FESCUE N.T.S i. BET THE STAKES I 3. STAPLE FILTER MATERIAL. TO STAKES AND EXTEND R IMO THE TIIENCN. / I I I I PLAN e AS - -- —PgNTS A SHOUED BE HIGHER THAN POINT B ELEVATION PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY N.T.S. BMP 106 SILT FENCE PLATE 1.06P 2' . 2' STAKES RAE TIES , S' INTO C.— ZI I I 1 PROFILE ANCHORING BALES mm 1. BINGIE ROW OF STRAW BALES TO RE PLACED PRIOR TO THE STMT OF ROUCH CRADMG 2. SECURELY BOUND SAES REOUIRED FOR DURABUTY SHEEP FLOfV MPIG ) GATE INLET BASS a< BERM STARED DOWN STAN (TYPICAL) 3 RIM TEMPORARY STRAW BALE SEDIMENT BARRIER (TYPICAL FOR AL GRATE INLETS) N.T.B. PAYED ROADM.,, �"II F.D.O.T. NRSE AO / 1 COGREGTE . /��z x� aRav'rER .G Rly,�. FLRT FABRIC �� WATER SUPPLY TO WASH WHEELS IF NECESSARY DAERSION RIOCE REOURED fRE CRAIX EXCEEDS 2 % OR GREATER LIMEROf.K BASE Q :� F.O.O.T. � t �� FYA. _F, �• CDNSE AGGREGIE F1L,tli_ FAa MOnc, 1. THE ENTRANCE SHAH BE EWNTAWILD IN A C.N.M. 2. WHEN NECESSARY, WHEELS SHAT. BE CLEANED PRIOR To THAT WILL PREVENT TRACKNIG OR FLOYRNG OF SEDIMENT ENTRANCE ONfp PUBLIC m. -OF -WAY. ONTO PUBLIC RIdR -OF -WAY. THIS MAY REQUIRE TOP DRESSING. REPAIR MD /ON CLEAN OUT OF ANY MEASURES 'T' AREA WISH ED J CRUSHED STONE BE DONE ON AN USED TO TRAP SEpYENT. M APPBOVED SEDIMENT TRAP OR SEDIMENT BAS.. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N.T.B. BMP 1.01 TEMPORARY GRAVEL CONSiRVLTIW ENTRANCE SWRCE: WRGINU BMSION OF SEN. AND WATER CONSERVATION SOURCE: V! SWCC BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENRMNEE PLATE 101. PNEYFMTPffNNO RUN -OFF WATER WITH SEDIMENT, BTRAW BALE r FILTERED WATER I /• / /„\ GRATE r INLET WATER` '. •; 4^FCJF�AI� THIS MERM OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAYIS A RELATIVELY FLAT AREA (SL Z T R1°21E NIAN 0 sHML�ra�AIZIO SETS Rf�.CErvION CF ONGr�rIUTEE2UC FEOws. SUCN AS IN STREET ON HCHWAY MEDIANS. STRAW BALE DROP INLET SEDIMENT FILTER P,,,E IwA --ON CDNTRC4 MCHMAN SOIL MOCEBODI( 1876 BMP 1.08 STORY INLET DPAN PROTECTION MW[PML CpIAl�i ^ 5no�x (,E Iw. IeI R. auorAEn7 6 L A:w® FK 8 B P -!' Sro. (91101 PWIq Ew oFI111E !' w LCSS). pinAMi ro IIFMSI PM UPFTOp 10 2 TYPE II FEET 1YUI4 PNns W, RE usm rw molls TYPE 1 199M aTwW ,o FEE, un1WS s1caA aPm EKt 1uFAI1ve m v[weY L Fat M M wws w ® �¢ _ NDIICE KooAWO X1AIr • /AAww wENrcx ToTO n°`iopa"�nAWµOOCSins. An w ![ THE PANPR*AW RG1R6 w M OESwER M 301gyw9BM1YAw M �- P[ 10 awol ACnw rPPmT(D T M NGMQW. S�IEBd.tCgS FLOATING TURBIDITY BARRIERS M 1x2 uI12e'D RUNNOW,` ARE EE R TlwaonY P.wme, v. 2 TUlmnr ewAWu x PALO Fw ulou nE wInR1Dr INR PIXCE iw WMKtD TuwE1n IMRBER. V. 8 p1u C9LWEF 1A a WPP[ I TRxEL • • F-- MA'MO? 1. 1MYn1Y 8MWn6 TOR !Offs on AnMmM°LMxA ox�s aEi1°xi nw.a!'rai snE clnornpxs Ao M¢T TDa%aM1I aNIAw"�OiEB I. NRAINBIORY sAWM2a ARE ro a usm Ix Au PEBK.wur BOOWS OF Aro WATEn WLWUrY REAW1DCIrs. R01 S ff 1EAEI1 OFITL ) WLL eE AT M C01RMR016 OPIIDN 2. MI�,IBmG6AID SAMAK 0 MWfnl6 OEEW1Cpf w CIAXWM OR9,MK SPEOFlLD M M A.vn,�1F]x5 F1t1 LOGT10119 WY MAIN ro 6IA1X6Nm M M2NM1B5 tMq RAmM: w w�xGAOx W� I¢yUAE SEBMNR pIN110 BYN%11 AlU/pf STALED ,URBDRY HARDER. �IISIItl1CI1011 TTl! M 10 IN NRBIp1Y 9VMFA! BE !. /DOIK .L !EE SECOON 104 Or M 51ANPWp pACT[o uNIE'SS ORGMlF BY TURBITY BARRIERS TURBIDITY BARRIER APPLICATIONS PROPERTY - BOUNDARY I I SILT FENCE II d 1 I TEMPORARY Ij I II ACCESS • I II r t INLET I T / I PROTECTION - % \ 1 SILT �FENCE x \ W + FLOATING TURBIDITY FLOATING 7 I d BARRIER TURRIOm TE'MPORAFFY I I j BARRIER / ACCESS SILT FENCE AFTER SILT FENCE SHALL BE ERECTED ALONG CONSTRUCTION I� (I EMBANKMENT IS E SIMMEDI ED \, BOUNDARY AS SHOWN BEFORE I 11 i I UNLESS PUNTED IMMEDIATELY COMMENCEMENT k WILL I � I REMAN IN PUCE UNTIL END Ij OF CONSTRUCTION SILT FENCE I ' r _ 1 I i I I I I SILT FENCE LOCATION SCALE: ,' _ 100• v�..,..A.. ,!. 1— •01 PH .'.09W -1-01u 0P I— Do,a9•LR..0 .:a:;:;rcxa,a -9 R.WA_ INC. STATE OF FLORIDA BUSINESS CERTIFICATE N0, EB- 0007663 CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 AFTER THE CONREBURNG DRAINAGE AREA HAS BEEN PERMANMTLY STABWZED. THE BLOCK AND GRAVEL STRUCTURE WAIL BE REMOVED AND PERMANENT SOD WD MOUND THE DROP INLET. B vaMi S - 6610 Willow Park Drive, Suite 200 plgllBjp$ Naples, Florida 34109 "DIAL TA>NC. yls�;,$aa, Iz3siss7 -os7s FAX: (239) 597 -os76 wWLW.CDOB%U of Authorization CONSULTING Civil Fnginee►mg FlorldaCertl6catesolALrthalzation Z _ T VL JL Surveying &Mapping EB7663 LB 6952 = ^E MAY 2D, D CLIENT: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PRO„ECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER H:.:- COMPACTED FILL OVER TOE 4 -M2' WIDE S NR OF TALL FESCUE OF FABRIC BURIED 1' DEEP SOD ON EACH SIDE OF THE DROP INSET. SOD DROP INLET PROTECTION Ed11�t SEDIMENTATION / EROSION CONTROL DETAIL N.is. 2' . 2' STAKES RAE TIES , S' INTO C.— ZI I I 1 PROFILE ANCHORING BALES mm 1. BINGIE ROW OF STRAW BALES TO RE PLACED PRIOR TO THE STMT OF ROUCH CRADMG 2. SECURELY BOUND SAES REOUIRED FOR DURABUTY SHEEP FLOfV MPIG ) GATE INLET BASS a< BERM STARED DOWN STAN (TYPICAL) 3 RIM TEMPORARY STRAW BALE SEDIMENT BARRIER (TYPICAL FOR AL GRATE INLETS) N.T.B. PAYED ROADM.,, �"II F.D.O.T. NRSE AO / 1 COGREGTE . /��z x� aRav'rER .G Rly,�. FLRT FABRIC �� WATER SUPPLY TO WASH WHEELS IF NECESSARY DAERSION RIOCE REOURED fRE CRAIX EXCEEDS 2 % OR GREATER LIMEROf.K BASE Q :� F.O.O.T. � t �� FYA. _F, �• CDNSE AGGREGIE F1L,tli_ FAa MOnc, 1. THE ENTRANCE SHAH BE EWNTAWILD IN A C.N.M. 2. WHEN NECESSARY, WHEELS SHAT. BE CLEANED PRIOR To THAT WILL PREVENT TRACKNIG OR FLOYRNG OF SEDIMENT ENTRANCE ONfp PUBLIC m. -OF -WAY. ONTO PUBLIC RIdR -OF -WAY. THIS MAY REQUIRE TOP DRESSING. REPAIR MD /ON CLEAN OUT OF ANY MEASURES 'T' AREA WISH ED J CRUSHED STONE BE DONE ON AN USED TO TRAP SEpYENT. M APPBOVED SEDIMENT TRAP OR SEDIMENT BAS.. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N.T.B. BMP 1.01 TEMPORARY GRAVEL CONSiRVLTIW ENTRANCE SWRCE: WRGINU BMSION OF SEN. AND WATER CONSERVATION SOURCE: V! SWCC BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENRMNEE PLATE 101. PNEYFMTPffNNO RUN -OFF WATER WITH SEDIMENT, BTRAW BALE r FILTERED WATER I /• / /„\ GRATE r INLET WATER` '. •; 4^FCJF�AI� THIS MERM OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAYIS A RELATIVELY FLAT AREA (SL Z T R1°21E NIAN 0 sHML�ra�AIZIO SETS Rf�.CErvION CF ONGr�rIUTEE2UC FEOws. SUCN AS IN STREET ON HCHWAY MEDIANS. STRAW BALE DROP INLET SEDIMENT FILTER P,,,E IwA --ON CDNTRC4 MCHMAN SOIL MOCEBODI( 1876 BMP 1.08 STORY INLET DPAN PROTECTION MW[PML CpIAl�i ^ 5no�x (,E Iw. IeI R. auorAEn7 6 L A:w® FK 8 B P -!' Sro. (91101 PWIq Ew oFI111E !' w LCSS). pinAMi ro IIFMSI PM UPFTOp 10 2 TYPE II FEET 1YUI4 PNns W, RE usm rw molls TYPE 1 199M aTwW ,o FEE, un1WS s1caA aPm EKt 1uFAI1ve m v[weY L Fat M M wws w ® �¢ _ NDIICE KooAWO X1AIr • /AAww wENrcx ToTO n°`iopa"�nAWµOOCSins. An w ![ THE PANPR*AW RG1R6 w M OESwER M 301gyw9BM1YAw M �- P[ 10 awol ACnw rPPmT(D T M NGMQW. S�IEBd.tCgS FLOATING TURBIDITY BARRIERS M 1x2 uI12e'D RUNNOW,` ARE EE R TlwaonY P.wme, v. 2 TUlmnr ewAWu x PALO Fw ulou nE wInR1Dr INR PIXCE iw WMKtD TuwE1n IMRBER. V. 8 p1u C9LWEF 1A a WPP[ I TRxEL • • F-- MA'MO? 1. 1MYn1Y 8MWn6 TOR !Offs on AnMmM°LMxA ox�s aEi1°xi nw.a!'rai snE clnornpxs Ao M¢T TDa%aM1I aNIAw"�OiEB I. NRAINBIORY sAWM2a ARE ro a usm Ix Au PEBK.wur BOOWS OF Aro WATEn WLWUrY REAW1DCIrs. R01 S ff 1EAEI1 OFITL ) WLL eE AT M C01RMR016 OPIIDN 2. MI�,IBmG6AID SAMAK 0 MWfnl6 OEEW1Cpf w CIAXWM OR9,MK SPEOFlLD M M A.vn,�1F]x5 F1t1 LOGT10119 WY MAIN ro 6IA1X6Nm M M2NM1B5 tMq RAmM: w w�xGAOx W� I¢yUAE SEBMNR pIN110 BYN%11 AlU/pf STALED ,URBDRY HARDER. �IISIItl1CI1011 TTl! M 10 IN NRBIp1Y 9VMFA! BE !. /DOIK .L !EE SECOON 104 Or M 51ANPWp pACT[o uNIE'SS ORGMlF BY TURBITY BARRIERS TURBIDITY BARRIER APPLICATIONS PROPERTY - BOUNDARY I I SILT FENCE II d 1 I TEMPORARY Ij I II ACCESS • I II r t INLET I T / I PROTECTION - % \ 1 SILT �FENCE x \ W + FLOATING TURBIDITY FLOATING 7 I d BARRIER TURRIOm TE'MPORAFFY I I j BARRIER / ACCESS SILT FENCE AFTER SILT FENCE SHALL BE ERECTED ALONG CONSTRUCTION I� (I EMBANKMENT IS E SIMMEDI ED \, BOUNDARY AS SHOWN BEFORE I 11 i I UNLESS PUNTED IMMEDIATELY COMMENCEMENT k WILL I � I REMAN IN PUCE UNTIL END Ij OF CONSTRUCTION SILT FENCE I ' r _ 1 I i I I I I SILT FENCE LOCATION SCALE: ,' _ 100• v�..,..A.. ,!. 1— •01 PH .'.09W -1-01u 0P I— Do,a9•LR..0 .:a:;:;rcxa,a -9 R.WA_ INC. STATE OF FLORIDA BUSINESS CERTIFICATE N0, EB- 0007663 CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 vaMi rarF 6610 Willow Park Drive, Suite 200 plgllBjp$ Naples, Florida 34109 "DIAL TA>NC. yls�;,$aa, Iz3siss7 -os7s FAX: (239) 597 -os76 wWLW.CDOB%U of Authorization CONSULTING Civil Fnginee►mg FlorldaCertl6catesolALrthalzation Z _ T VL JL Surveying &Mapping EB7663 LB 6952 = ^E MAY 2D, D CLIENT: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS PRO„ECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER H:.:- FS1,-,,4 FG. UAZ 05/10 A= ^B mow*+ I<AWN PTN 05/10 . TITLE: EROSION CONTROL PLAN 1;F-E�KF..:): cow OS /,O ,2 5os z PLEtHLNr,E Pto L T No.: 090300.00.00 sT'EFT o �ARFR C-11oF 11 T,LE no 09030000oocii aF.vp HEVSIOx _LCI% ii P.I. Y. 5E S.W. CORNER OF SECTION 12 n1 4GRAPHIC SCAE P. Ad s v/ LEGEND: 6 SET 5/e IRON PIN WRH CAP LR 6952, (S3-P.) )X FIRE HYDRANT COG. ° CONCRETE Q = FOUND IRON PIN, AS SHOWN, (F.I.P.) FIRE DEPARTMENT CONNECTION C.0 S. ° CONCRETE BLOCK STRUCTURE • FOUND NAIL, AS SHOWN • SET NAIL WITH DISK STAMPED le 6952' A = FIRE LIME VALVE '(t - BACK -FLOW PRESSURE VALVE A.KA. ALSO KNOWN AS E.O.P. = EDGE OF PAVEMENT/BRICKS = CABLE N SERVICE A = WATER VALVE B.O.C. BACK OF VALL EY GOTTEN = CATCH BASH = SIGN T.O.B. TOP O BANK = DRAINAGE WANOLI: /JUNCTKN BOX "" ° SPEED LIMIT SIGN RIGHT TR ° TOE OF, W�Y = ELECTRC TRANSFORMER ° NO PARKING SIGN O.F. = OFFICIAL RECORDS BOOK - KIWNNVM lGNT POLE ° WOOD UTILITY POLE SHOP SIGN ® = CABBAGE /S LE PAM TREE PS. = PLAT BOON = GUY ANCHOR • PINE TREE M. = PA -S N0. = NUMBER = ALUMINUM UTILITY POLE ° CONCRETE UTILITY POLE - = BOUARD TELEPHONE SERVICE TYR. = TYPK'jL (D) DEED/DESCRIPTION = CROSSING SIGNAL ° ELECTRIC SERVICE MANHOLE lIIEP /TONE SERv10E PULL 80X = TELEPHONE SERVICE WAVER (M) LWl5URE0 MOT FLORIDA DEPARTMENT OF TRANSPORTATION = GROUND LAMP IRIBGTKN CONTROL BOX ESMf. EASEMENT ° METAL UTILITY POLE ° SPRINKLER HEAD S.R. STATE ROAD = ELECTRIC OUTLET .. IRRIGATION VALVE I.D. = IDENTIFICATION = STREET LIGHT PULL BOX R.C.P. REINFORCED CONCRETE PRE = TRAFFIC SIGNAL PULL BOX = WOOD LIGHT POE RICHARD V. NESTEER, PROFESSIONAL SURVEYOR AND MAPPER LSO 4786 SIGNING DATE : ..eWf, _, +, >. �\ 4W , c�oi�l�R7�JJt•��1 Qr�76L�l�FxS�tS:A i�°SF�RTL7�kxS� M� our, '>iciiQS��^sxrsss Q" NAQT -R b NvR[m -I 07 COLLIER COUNTY GOVERNMENT CENTER MULTISTORY PARKING GAMGF G. uloscVC S P ..,I��,w RAWxv,�OAwIIN - 4. IIFHaxI , raAAWt HIM IK WM uIC I „ WM dP sWCO to llFa r Y � aMrxJlEO woY17'E Att P0. 7TH1 ___ StAwtD teM ♦. 15OD0' (D) P:o.6, ^ �,r+ ♦ i 110 ! 60616' (Mn �E!'S16'S•�'Fi 4d� ♦, THE GLADES, UNIT 1 RICHARD V. NESTEER, PROFESSIONAL SURVEYOR AND MAPPER LSO 4786 SIGNING DATE : ..eWf, _, +, >. �\ P.B. 10 PG. 67 -63 ♦ . 1{1 O.R. 7766 039 8000 ND. 80002 Ag0.�. DATE OF I/ST FIELD WORK: 5/13/10 O.R. 2362 3451 PRAIA 3451 TAMALE TRAA FAST I A PG. 3452 1 STORY ,,oI�PIT INC. esTD�ww�a(� �� Plar>rung . N71pkR FIOIId834i09 DIVA V. g ptwie: (239) 5974W5 CONSULTING Civil FA% :19)597-0576 T T.L JL SHINw�' & Floft CNMiC aAlNar ORr b4m °J "'g •• ° PARCEL ND. W389960017 u BILL BONDS BUILDING ° p COLLIER COUNTY -- -- , ♦n / Rb TNwG J375 TAYWK TRAIL -,�/ -'I}' oR. tx K, t ,. _'4D• - - EAST q o ' ^ R ♦ ♦ P 4/29/11 . N/" ,IN N.rW7'E n' „164 ro� R.V.N. 5 /TRho 12 505 25E 2S ROWER 286 PG 3 -16 1 i .. 090300.00.00 Le, 1 1 i. .. BS01 N4p10'21i 'va/u 57- 1]3.63 (M) I , ♦�. • � 1 �: sfiR�fAN°�NW ORT4 AKA.]A (5149 SAAAE TQf) "� , fi 3 .O r A e;4r� II O v ' uAI. RYI.WC°u1, RLW ^ p NRJe�T�- ,� II ' RW9 s,.i ni II �Wo-1MCr�c1o1D0fi II ; I aF II , 4W , c�oi�l�R7�JJt•��1 Qr�76L�l�FxS�tS:A i�°SF�RTL7�kxS� M� our, '>iciiQS��^sxrsss Q" NAQT -R b NvR[m -I 07 COLLIER COUNTY GOVERNMENT CENTER MULTISTORY PARKING GAMGF G. uloscVC S P 1j 4-Y` - j i0 t� I 10 xv�, n eK00 C CI °g A fn S O m LEGAL DESCRIPTION AS DESCRIBED W OFFICIAL RECORDS BOOK 1578, PALE 2270 OF ME PUBLIC RECORDS OF COWER COUNTY. FLARDt A PARCEL OF LAND LYING IN AND BEND PART OF SECTION 12. TOWNSHIP 50 SOUTH, RANGE 25 EAST. COWER COUNTY, FLORIDA CpBEMQE AT THE SOUTHWEST CORNER OF SECTION 12, TOWNSHIP 50 SOUTH, RANGE 25 EAST; THENCE ALONG THE WEST LNE OF SAID SECTION 12. N.DO18'501Y. 1211" FEET; THENCE S.52'04* 'E. 167.05 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 578!1.85 FEET. SAID POINT ALSO BEING ON THE NORTHEASTERLY RIGHT-OF-WAY MP U.S. 41 (TAJIMJM TRAWL): THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4-10'40' AND AN ARC DISTANCE OF 422.10 FEET; THINE H.4707 *171, 150.00 FEET TO THE PLACE OF SI CINIQ, PIERCE N.42'0Y17'E. 579.29 FEET: THENCE N.8T07'17VF. 95.72 FEET; THEME 5.45'1D'OO'E. 523.87 FEET; THENCE 4715'231W 799.99 FEET TO THE NORTHEASTERLY NGHT -OF -WAY OF U.S. 41 (TAMMMI TRAIL.) AND A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 5768.65 FEET. THENCE NORTHWESTERLY ALONG SAID CURVE AND RCM -OF -WAR THROUGH A CENTRAL ANGLE OF S39' "' AND AN ARC OF 370 FEET; THENCE N. 4TO7'17'E. 150.05 FEET TO A CURVE CONCAVE TO THE SOUTHWEST HIVING A RADIUS OF 5938.65 FEET; THENCE NORTHWESTFRLY ALONG 541D CURVE THROUGH A CENTRAL ANGLE OF 1'26'50- AND AN ARC OF 150.00 FEET TO THE POINT OF BEGINNING. CONTAINING 9.58 ACRES MORE OR LESS. LESS AND D(CEPT (NOT REFERENCED IN OEED): RKRR -OF WAY PARCEL (ALSO KNOWN AS PARCEL 1046) DESCRIBED IN OFFICIAL RECORDS BOOK 2061. PAGE 12" OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA (3.163 SQUARE FEET). BEING MORE PARTICULARLY DESCRIED AS FOLLOWS: LEGAL. DESCRIPTION PREPARED BY RNA, INC. A PARCEL. OF IAND LYING N AND BEING PART OF SECTION 12, TOWNSHIP 50 SOUP. RANGE 25 EAST, COWER COUNTY, FLORIDA. COMMENCING AT THE SOUTHWEST COMER OF SECTION 12, TOWNSHIP SO SOUTH, RANGE 25 EAST: M CE ALONG THE WEST LINE OF SAID SECTION 12, N.0718'50'W. 1213." FEET: THENCE LEAVING SAID SECTION UNE, S.5r04'05'E. 167.05 FEET. TO A POINT OF CURVATURE, ALSO BEING A POUR ON THE FORMER RCM -DF-WAY OF U.S.. 41, AS DESCRIBED IN OFFICIAL RECORDS BOOK 1578, PAGE 2270, OF THE PUBLIC HE OHM OF COLLIER COUNTY, FLORIDA: THENCE ALONG SAID FORMER RIGHT --OF -WAY LINE, 422.10 FEET ALONG THE ARC OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 5788.65 FEET, THROUGH A CENTRAL ANGLE OF 4'10'40' AND BEING SUBTENDED BY A CHORD WHICH BEARS S49'M'45'E FOR 421.99 FEET TO THE SOUTHWESTERLY CORNER OF A TAKING DESCRIBED IN OFFICIAL RECORDS BOOK 2012. PAGE 1079. OF THE PUBLIC RECORDS OF COVER COUNTY, FLORIDA: THENCE LEAVING SAID FORMER RCM -OF -WAY LINE. N.4207'17'E. 150.00 FEET TO THE PONE OF BEGINNING OF THE PARCEL HEREN DESCRIBED. ALSO BEING THE NORTHWESTERLY CORNER OF A PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 2382. PAGE 3452, O' THE PUBLIC RECORDS OF COLDER COUNTY, FLORIDA (HEREAFTER CALLED 'BAL BONDS PARCEL); THENCE CUNIINE H.42'07'17 -F. 579.29 FEET; THENCE N.Br0) 1I'Wl 95.72 FEET: THENCE 5.45'19'W'E. 523.87 FEET, TO A POINT ON THE NORTHWESTERLY BOUNDARY OF THE GLADES. UNIT 1, AS DESCRIBED IN PLAT BOOK 10, PAGES 82 THROUGH 83' O" THE PUBLIC RECORDS M COLTER COUNTY, FLORIDA: THENCE S.4T15'23^W_ 799.99 FEET TO THE NORTHWESTERLY CORNER OF A PARCEL DESCRIBED N OFFICIAL RECORDS BOOK 1766, PAGE 2234. OF THE PUBLIC RECORDS OF COWER COUNTY, FLORDA, ALSO BEING A POINT ON THE CURRENT RIGHT OF WAY LINE OF U.S. 41 (TAMAM TRAIT). AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION (MOT) MHT-OF -WAY MAP SECTION OMIT -2554 ALSO BEING A PUNT OF CURVATURE: THENCE ALONG SAID CURRENT RIGHT -OF -WAY LINE, THE FOLLOWING TWO (2) DESCRIBED COURSES: 1) THENCE 19.78 FEET ALOHA THE ARC OF A NON- TANGENiMI CIRCULAR CURVE TO THE LEFT, WAVING A RADIUS OF 5788.65 FEET. THROUGH A CENTRAL ANGLE O UIT'45' AND BEING SUBTENDED BY A CHORD WHICH BEARS N.42.47'12 -W. FOR 19.78 FEET. TO A POINT O COMPOUND CURVATURE: 2) THENCE 351.56 FEFT ALONG THE ARC OF A MON- TANGENTIAL CIRCULAR CURVE TO THE It". HAVING A RADIUS OF 385872, THROUGH A CENTRAL ANGLE OF 5'13'22' AND BEING SUBTENDED BY A CHORD WHICH BEARS N.41-59'43W. FOR 351." FEET, TO THE SOUTHEASTERLY COMER OF SAID ONE BONDS PARCEL; THENCE LEAVING SAID CURRENT RICA -OF -WAY LINE. N.4Z07'17'E. FOR 133.94 FEET, TO THE NORTHEASTERLY COINER OF SAID BAA BONDS PARCEL, ALSO BEING A POINT OF CURVATURE; THENCE 150.00 FEET ALONG THE ARC O A NON- TANGENTIAL CIRCULAR CURVE TO THE LEFT. HAVING A RADIUS OF 5938.85 FEEL, IHWUGH A CENTRAL ANGLE OF 1'26'50' AND BEING SUBTENDED BY A CHORD WHICH BEARS N.47'10'32^W. FOR 150.00 FEET, TO THE POINT OF iCI1MG OF THE PARCEL HEREIN DESCRIBED. CONTAINING 414,115 SQUARE FEET OR 9.51 ACRES MORE OR LESS. GENERAL NOTES: EXISTING IOPOGRAPHIC FEATURES WERE LOCATED AROUND THE NORTHERLY LAKE BANK TO THE BUILDING AND THE SOUTHWESTERLY AREA OF IM PROJECT FOR THE PROPOSED CAT TRANSFER STATION DESIGN PROCESS. CERTIFICATE OF AUTHORIZATION I LB -6952 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. UNLESS A COMPARISON 15 MADE, MEASURED BEARINGS AND DISTANCES ARE IOENTCAL WITH PUT /DEED VALUES. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) 1929. BENCHMARKS WERE ESTABLISHED FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT BENCHMARK BCB -26, ELEVATION 10.75 N(GVD29. CONVERSION FROM NGVD29 TO NAVRB: NAVON - NGVD29 - 1.28' THIS SURVEY IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE. ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. THIS SURVEY WAS NOT INTENDED TO OEUNFATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WRDUFE HMITAIS OR JURISDICTIONAL LINES OF AM FEDERAL STATE, REGIONAL OR LOCK AGENCY, BOARD. COMMISSION OR OTHER EN71TY. ONLY THOSE EASEMENTS, RESTRICTKNS, AND RICA OF WAYS KNOWN TO THE SURVEYOR ARE SHOWN HEREON; NO ABSTRACT WAS SUPPLED TO OR REVIEWED BY THE SURVEYOR. ONLY SURFACE AND AERIAL IMPROVEMENTS HAVE BEEN LOCATED, AS SHOWN; NO SUBSURFACE IMPROVEMENTS HAVE BEEN LOCATED. BUILDING AND IMPROVEMENT TIES. IF ANY, AS DEPICTED HEREON ARE PERPENDICULAR TO T/IE PARCEL PROPERTY LINES. THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE PAFETY(IES) R WAS ORIGINALLY PREPARED FOR, AS DEPICTED HEREON. AND 6 NOT TRANSFERABLE. MEASURED BEARINGS ARE BASED ON HADW (1999 ADJUSTMENT) FLORIDA STATE PLANE EAST ZONE (0901), COLLIER CWN TY CAPS NETWORK. PROPERTY LIES WHIR FLOOD ZONE 'AE -EL 7.3 WVD29'. PER FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO.: 120067 0394 G WTH AN EFFECTIVE DATE OF NOVEMBER 17, 2005. THE F.E.M. A. FLOOD ZONE NFORMATON INDICATED HEREON 15 BASED ON MAPS SUPPLIED BY ME FEDERAL GOVERNMENT. THIS FLOOD INFORMATION MIST BE VERIFIED WITH ALL PERMTTING REGULATORY ENTITIES PRIOR TO COMMENCING ANY WORK OR APPLICATION DEPENDENT ON SAID FLOOD INFORMATION. A . 2 UTILITY EASEMENT PER O.F 1825 PO 1925 I `� r ___ StAwtD teM ♦. 54rs'z3�MI 2Tp.w (D> AND PILAF CE BOUNDARY PARTIAL TOPOGRAPHIC SURVEY 110 ! 60616' (Mn �E!'S16'S•�'Fi 4d� ♦, THE GLADES, UNIT 1 1j 4-Y` - j i0 t� I 10 xv�, n eK00 C CI °g A fn S O m LEGAL DESCRIPTION AS DESCRIBED W OFFICIAL RECORDS BOOK 1578, PALE 2270 OF ME PUBLIC RECORDS OF COWER COUNTY. FLARDt A PARCEL OF LAND LYING IN AND BEND PART OF SECTION 12. TOWNSHIP 50 SOUTH, RANGE 25 EAST. COWER COUNTY, FLORIDA CpBEMQE AT THE SOUTHWEST CORNER OF SECTION 12, TOWNSHIP 50 SOUTH, RANGE 25 EAST; THENCE ALONG THE WEST LNE OF SAID SECTION 12. N.DO18'501Y. 1211" FEET; THENCE S.52'04* 'E. 167.05 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 578!1.85 FEET. SAID POINT ALSO BEING ON THE NORTHEASTERLY RIGHT-OF-WAY MP U.S. 41 (TAJIMJM TRAWL): THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4-10'40' AND AN ARC DISTANCE OF 422.10 FEET; THINE H.4707 *171, 150.00 FEET TO THE PLACE OF SI CINIQ, PIERCE N.42'0Y17'E. 579.29 FEET: THENCE N.8T07'17VF. 95.72 FEET; THEME 5.45'1D'OO'E. 523.87 FEET; THENCE 4715'231W 799.99 FEET TO THE NORTHEASTERLY NGHT -OF -WAY OF U.S. 41 (TAMMMI TRAIL.) AND A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 5768.65 FEET. THENCE NORTHWESTERLY ALONG SAID CURVE AND RCM -OF -WAR THROUGH A CENTRAL ANGLE OF S39' "' AND AN ARC OF 370 FEET; THENCE N. 4TO7'17'E. 150.05 FEET TO A CURVE CONCAVE TO THE SOUTHWEST HIVING A RADIUS OF 5938.65 FEET; THENCE NORTHWESTFRLY ALONG 541D CURVE THROUGH A CENTRAL ANGLE OF 1'26'50- AND AN ARC OF 150.00 FEET TO THE POINT OF BEGINNING. CONTAINING 9.58 ACRES MORE OR LESS. LESS AND D(CEPT (NOT REFERENCED IN OEED): RKRR -OF WAY PARCEL (ALSO KNOWN AS PARCEL 1046) DESCRIBED IN OFFICIAL RECORDS BOOK 2061. PAGE 12" OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA (3.163 SQUARE FEET). BEING MORE PARTICULARLY DESCRIED AS FOLLOWS: LEGAL. DESCRIPTION PREPARED BY RNA, INC. A PARCEL. OF IAND LYING N AND BEING PART OF SECTION 12, TOWNSHIP 50 SOUP. RANGE 25 EAST, COWER COUNTY, FLORIDA. COMMENCING AT THE SOUTHWEST COMER OF SECTION 12, TOWNSHIP SO SOUTH, RANGE 25 EAST: M CE ALONG THE WEST LINE OF SAID SECTION 12, N.0718'50'W. 1213." FEET: THENCE LEAVING SAID SECTION UNE, S.5r04'05'E. 167.05 FEET. TO A POINT OF CURVATURE, ALSO BEING A POUR ON THE FORMER RCM -DF-WAY OF U.S.. 41, AS DESCRIBED IN OFFICIAL RECORDS BOOK 1578, PAGE 2270, OF THE PUBLIC HE OHM OF COLLIER COUNTY, FLORIDA: THENCE ALONG SAID FORMER RIGHT --OF -WAY LINE, 422.10 FEET ALONG THE ARC OF A TANGENTIAL CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 5788.65 FEET, THROUGH A CENTRAL ANGLE OF 4'10'40' AND BEING SUBTENDED BY A CHORD WHICH BEARS S49'M'45'E FOR 421.99 FEET TO THE SOUTHWESTERLY CORNER OF A TAKING DESCRIBED IN OFFICIAL RECORDS BOOK 2012. PAGE 1079. OF THE PUBLIC RECORDS OF COVER COUNTY, FLORIDA: THENCE LEAVING SAID FORMER RCM -OF -WAY LINE. N.4207'17'E. 150.00 FEET TO THE PONE OF BEGINNING OF THE PARCEL HEREN DESCRIBED. ALSO BEING THE NORTHWESTERLY CORNER OF A PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 2382. PAGE 3452, O' THE PUBLIC RECORDS OF COLDER COUNTY, FLORIDA (HEREAFTER CALLED 'BAL BONDS PARCEL); THENCE CUNIINE H.42'07'17 -F. 579.29 FEET; THENCE N.Br0) 1I'Wl 95.72 FEET: THENCE 5.45'19'W'E. 523.87 FEET, TO A POINT ON THE NORTHWESTERLY BOUNDARY OF THE GLADES. UNIT 1, AS DESCRIBED IN PLAT BOOK 10, PAGES 82 THROUGH 83' O" THE PUBLIC RECORDS M COLTER COUNTY, FLORIDA: THENCE S.4T15'23^W_ 799.99 FEET TO THE NORTHWESTERLY CORNER OF A PARCEL DESCRIBED N OFFICIAL RECORDS BOOK 1766, PAGE 2234. OF THE PUBLIC RECORDS OF COWER COUNTY, FLORDA, ALSO BEING A POINT ON THE CURRENT RIGHT OF WAY LINE OF U.S. 41 (TAMAM TRAIT). AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION (MOT) MHT-OF -WAY MAP SECTION OMIT -2554 ALSO BEING A PUNT OF CURVATURE: THENCE ALONG SAID CURRENT RIGHT -OF -WAY LINE, THE FOLLOWING TWO (2) DESCRIBED COURSES: 1) THENCE 19.78 FEET ALOHA THE ARC OF A NON- TANGENiMI CIRCULAR CURVE TO THE LEFT, WAVING A RADIUS OF 5788.65 FEET. THROUGH A CENTRAL ANGLE O UIT'45' AND BEING SUBTENDED BY A CHORD WHICH BEARS N.42.47'12 -W. FOR 19.78 FEET. TO A POINT O COMPOUND CURVATURE: 2) THENCE 351.56 FEFT ALONG THE ARC OF A MON- TANGENTIAL CIRCULAR CURVE TO THE It". HAVING A RADIUS OF 385872, THROUGH A CENTRAL ANGLE OF 5'13'22' AND BEING SUBTENDED BY A CHORD WHICH BEARS N.41-59'43W. FOR 351." FEET, TO THE SOUTHEASTERLY COMER OF SAID ONE BONDS PARCEL; THENCE LEAVING SAID CURRENT RICA -OF -WAY LINE. N.4Z07'17'E. FOR 133.94 FEET, TO THE NORTHEASTERLY COINER OF SAID BAA BONDS PARCEL, ALSO BEING A POINT OF CURVATURE; THENCE 150.00 FEET ALONG THE ARC O A NON- TANGENTIAL CIRCULAR CURVE TO THE LEFT. HAVING A RADIUS OF 5938.85 FEEL, IHWUGH A CENTRAL ANGLE OF 1'26'50' AND BEING SUBTENDED BY A CHORD WHICH BEARS N.47'10'32^W. FOR 150.00 FEET, TO THE POINT OF iCI1MG OF THE PARCEL HEREIN DESCRIBED. CONTAINING 414,115 SQUARE FEET OR 9.51 ACRES MORE OR LESS. GENERAL NOTES: EXISTING IOPOGRAPHIC FEATURES WERE LOCATED AROUND THE NORTHERLY LAKE BANK TO THE BUILDING AND THE SOUTHWESTERLY AREA OF IM PROJECT FOR THE PROPOSED CAT TRANSFER STATION DESIGN PROCESS. CERTIFICATE OF AUTHORIZATION I LB -6952 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. UNLESS A COMPARISON 15 MADE, MEASURED BEARINGS AND DISTANCES ARE IOENTCAL WITH PUT /DEED VALUES. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) 1929. BENCHMARKS WERE ESTABLISHED FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT BENCHMARK BCB -26, ELEVATION 10.75 N(GVD29. CONVERSION FROM NGVD29 TO NAVRB: NAVON - NGVD29 - 1.28' THIS SURVEY IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE. ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. THIS SURVEY WAS NOT INTENDED TO OEUNFATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WRDUFE HMITAIS OR JURISDICTIONAL LINES OF AM FEDERAL STATE, REGIONAL OR LOCK AGENCY, BOARD. COMMISSION OR OTHER EN71TY. ONLY THOSE EASEMENTS, RESTRICTKNS, AND RICA OF WAYS KNOWN TO THE SURVEYOR ARE SHOWN HEREON; NO ABSTRACT WAS SUPPLED TO OR REVIEWED BY THE SURVEYOR. ONLY SURFACE AND AERIAL IMPROVEMENTS HAVE BEEN LOCATED, AS SHOWN; NO SUBSURFACE IMPROVEMENTS HAVE BEEN LOCATED. BUILDING AND IMPROVEMENT TIES. IF ANY, AS DEPICTED HEREON ARE PERPENDICULAR TO T/IE PARCEL PROPERTY LINES. THIS SURVEY IS FOR THE EXCLUSIVE USE OF THE PAFETY(IES) R WAS ORIGINALLY PREPARED FOR, AS DEPICTED HEREON. AND 6 NOT TRANSFERABLE. MEASURED BEARINGS ARE BASED ON HADW (1999 ADJUSTMENT) FLORIDA STATE PLANE EAST ZONE (0901), COLLIER CWN TY CAPS NETWORK. PROPERTY LIES WHIR FLOOD ZONE 'AE -EL 7.3 WVD29'. PER FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO.: 120067 0394 G WTH AN EFFECTIVE DATE OF NOVEMBER 17, 2005. THE F.E.M. A. FLOOD ZONE NFORMATON INDICATED HEREON 15 BASED ON MAPS SUPPLIED BY ME FEDERAL GOVERNMENT. THIS FLOOD INFORMATION MIST BE VERIFIED WITH ALL PERMTTING REGULATORY ENTITIES PRIOR TO COMMENCING ANY WORK OR APPLICATION DEPENDENT ON SAID FLOOD INFORMATION. A . 2 UTILITY EASEMENT PER O.F 1825 PO 1925 I `� r ___ StAwtD teM ♦. 54rs'z3�MI 2Tp.w (D> AND PILAF CE BOUNDARY PARTIAL TOPOGRAPHIC SURVEY 110 ! 60616' (Mn IIORnWwv ®IAOWW 4d� ♦, THE GLADES, UNIT 1 RICHARD V. NESTEER, PROFESSIONAL SURVEYOR AND MAPPER LSO 4786 SIGNING DATE : ..eWf, _, +, >. �\ P.B. 10 PG. 67 -63 ♦ . 1{1 O.R. 7766 039 8000 ND. 80002 DATE OF I/ST FIELD WORK: 5/13/10 ,� a \maAm>•w.� w n.r= OUR`. \Nw1nr4n 4eArAA.�r w AV.....lmsva ®n.V.. 3451 PRAIA 3451 TAMALE TRAA FAST I '! INC. esTD�ww�a(� �� Plar>rung . N71pkR FIOIId834i09 DIVA V. g ptwie: (239) 5974W5 CONSULTING Civil FA% :19)597-0576 T T.L JL SHINw�' & Floft CNMiC aAlNar ORr b4m °J "'g •• ° CLIENT: COLLIER COUNTY -- -- PROJECT; COLLIER UN CAT TITAN GOVERNMENT CENTER TRANSFER STATION ,. _'4D• - - RAK 4/29/11 . N/" TITLE` BOUNDARY SURVEY R.V.N. 5 /TRho 12 505 25E 2S ROWER 286 PG 3 -16 1 i .. 090300.00.00 Le, 1 1 i. .. BS01 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SL I TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE A5 Print on pink paper. Attach to original document. Original dOCUrnents should be hand delivered to the Board Otfice. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the excention of the Chairman's signature draw a line thrnuph rnutinp lines # 1 thrnuph #4 rmmnlete The rherklist And forward to Sne Filson !line ilS) Route to Addressee(s) (List in routing order Office Initials Date 1. (Initial) Applicable) 2. June 26, 2012 Agenda Item Number 16A5 3. Chairman, with the exception of most letters, must be reviewed and signed by the Office of the 4. Scott Teach, Deputy County Attorney County Attorney's Office Number of Original 4 5. Ian Mitchell, Supervisor Board of County Commissioners Documents Attached 6. Minutes and Records Clerk of Court's Office PRIMARY CONTACT INFORMATION (The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created /prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Brandy Otero Phone Number (239) 252 -5859 Contact (Initial) Applicable) Agenda Date Item was June 26, 2012 Agenda Item Number 16A5 Approved by the BCC Chairman, with the exception of most letters, must be reviewed and signed by the Office of the Type of Document Agreement with Back up Material for Number of Original 4 Attached I transmittal Documents Attached INSTRUCTIONS & 'CHECKLIST L Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05 matter_numbernk<document number» Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is appropriate. Yes N/A (Not (Initial) Applicable) 1. Original document has been signed /initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials. 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and N/A all other parties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCt approval of the document or� 161 the final negotiated contract date whichever is applicable. 4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's signature and BO initials are required, 5. In most cases (some contracts are an exception), the original document and this routing slip should be N/A provided to Ian Mitchell in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 6. The document was approved by the BCC on June 26. 2012 and all ',changes made during the BO meeting have been incorporated in the attached document. The County Attorney's Office has reviewed the changes, if applicable. I ` L Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05 matter_numbernk<document number» 16 A5 Florida Department of 'Transportation RICK SCOTT 801 North Broadwav Avenue ANANTH PRASAD, P.E. GOVERNOR Bartow. Fl.. 33830 SECRETARY Collier County August 28, 2012 2885 South Horseshoe Dr. Naples, Fl. 34104 Attn: Brandy Otero, Associate Project Manager Ms. Otero, Enclosed, please find four copies of the F.D.O.T. Construction Agreement for the following proposed Collier County project; FDOT Section 03010, S.R.90 / U.S.41, CAT Intermodal Transfer Station M.P. 14.265, Construction Agreement # 2012 -C -197 -3 All four copies of the Construction Agreement have been Red Flagged where they need to signed by the Construction Coordinator. Once signed, please return all four copies of the Construction Agreements to: i'DOT 801 N. Broadway Ave. Bartow, Fl. 33831 Attn: David M. Smith, District Maintenance If you have any questions or concerns, please contact me. Tha You David M. Smith Dist. Maint. Permits Manager Nvww. d of . State. fl. ti s CLERK OF THE Dwight E. Brock Clerk of Courts September 10, 2012 oiL��llier 16 A5 COLLIER COUNTY 3301 TAMIAMI I P.O. BOX 4 C IT COURT R OUSE .IL E ST NAPLES, FLORIDA`t4101- David M. Smith Florida Department of Transportation 801 N. Broadway Avenue Bartow, FL 33830 Clerk of Courts Accountant Auditor Custodian of County Funds Re: FDOT Section 03010 Construction Agreement #12 -C -197 -3 S.R. 90/U.S. 41 CAT Intermodal Transfer Station Mr. Smith, Attached for further processing are four (4) original copies of the above referenced agreement, approved by the Board of County Commissioners of Collier County, Florida on June 26, 2012. After the agreement(s) are fully executed, we request that an original copy be returned to the Collier County Minutes and Records Department, that serves as Clerk to the Board, for the Official Record. I have included a mailing label for easier processing. Upon our receipt of one of the original documents, I will forward a copy to Brandy Otero with the Collier County Transportation Department. If your office requires further information or you have questions, please do not hesitate to contact me at 239 - 252 -8406. Sincerely, DWIGHT E. BROCK, CLERK QI" G . Ann Jen John Deputy Attachments Phone (239) 252 -2646 Fax (239) 252 -2755 Website: www.collierclerk.com Email: collierclerk@collierclerk.com 16A 5 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CONSTRUCTION AGREEMENT 2012 -C -197 -3 THIS CONSTRUCTION AGREEMENT (this "Agreement ") is made and entered into by and between the State of Florida, Department of Transportation, Ft. Myers Operations Center, 2981 NE Pine Island Road Cape Coral FL 33909 (hereinafter referred to as the "DEPARTMENT ") and Collier County 3299 Tamiami Trail East Naples FL 34112 (hereinafter referred to as the "Construction Coordinator'). WITNESSETH: WHEREAS, the DEPARTMENT is authorized and required by Section 334.044(13), Florida Statutes, to coordinate the planning, development, and operation of the State Highway System; and WHEREAS, pursuant to Section 339.282, Florida Statutes, the DEPARTMENT may contract with a property owner to finance, construct, and improve public transportation facilities; and WHEREAS, the Construction Coordinator proposes to construct certain improvements to SR 90 Section 03010 Subsection 000 from Begin MP 14.265 to End MP 14.265 Local Name Tamiami Trail East located in Collier County (hereinafter referred to as the "Project "); and WHEREAS, the parties desire to enter into this Agreement for the Construction Coordinator to make improvements within the DEPARTMENT'S right of way to construct the Project, which will become the property of the Department upon acceptance of the work. NOW, THEREFORE, based on the premises above, and in consideration of the mutual covenants contained herein, the parties hereby agree that the construction of the Project shall proceed in accordance with the following terms and conditions: 1. The recitals set forth above are specifically incorporated herein by reference and made a part of this Agreement. The Construction Coordinator is authorized, subject to the conditions set forth herein, to enter the DEPARTMENT'S right of way to perform all activities necessary for the construction of See attached Exhibit "A" scope of services /special provisions- CAT Intermodal Transfer Station At Collier County Government Center Construction Plans. 11 sheets / pages. 2. The Project shall be designed and constructed in accordance with the latest edition of the DEPARTMENT'S Standard Specifications for Road and Bridge Construction and DEPARTMENT Design Standards and Manual of Uniform Traffic Control Devices ( "MUTCD "). The following guidelines shall apply as deemed appropriate by the DEPARTMENT: the DEPARTMENT Structures Design Manual, AASHTO Guide Specifications for the Design of Pedestrian Bridges, AASHTO LRFD Bridge Design Specifications, the DEPARTMENT Plans Preparation Manual ( "PPM ") Manual for Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (the "Florida Green Book ") and the DEPARTMENT Traffic Engineering Manual. The Construction Coordinator will be required to submit any construction plans required by the DEPARTMENT for review and approval prior to any work being commenced. Should any changes to the plans be required during construction of the Project, the Construction Coordinator shall be required to notify the DEPARTMENT of the changes and receive approval from the DEPARTMENT prior to the changes being constructed. The Construction Coordinator shall maintain the area of the project at all times and coordinate any work needs of the DEPARTMENT during construction of the project. 3. The Construction Coordinator shall notify the DEPARTMENT a minimum of 48 hours before beginning construction within DEPARTMENT right of way. The Construction Coordinator shall notify the DEPARTMENT should construction be suspended for more than 5 working days. 4. Pursuant to Section 7 -13 of the DEPARTMENT Standard Specifications, the Construction Coordinator is required to possess a general liability insurance naming the DEPARTMENT as an additional insured and insuring the DEPARTMENT and the Construction Coordinator against any and all claims for injury or damage to persons and property, and for the loss of life or property that may occur (directly or indirectly) by reason of the Construction Coordinator accessing DEPARTMENT right of way and the Construction Coordinator's performance of the Project. Such amount shall be carried in a minimum amount of not less than N/A and 00/100 Dollars ($N /A) for bodily injury or death to any one person or any number of persons in any one occurrence, and not less than N/A and 00/100 Dollars ($N_ /A) for property damage, or a combined coverage of not less than N/A and 00/100 Dollars ($N A) Additionally, the Construction Coordinator shall supply the DEPARTMENT with a payment and performance bond in the amount of the estimated cost of construction, provided by a surety authorized to do business in the State of Florida, payable to the DEPARTMENT. The bond and insurance shall remain in effect until completion of construction Page 1 of 4 16A 5 and acceptance by the DEPARTMENT. Prior to commencement of the Project and on such other occasions as the DEPARTMENT may reasonably require, the Construction Coordinator shall provide the DEPARTMENT with certificates documenting that the required insurance coverage is in place and effective. If the Construction Coordinator is a local governmental entity they will be exempt from these requirements. 5. The Construction Coordinator shall be responsible for monitoring construction operations and the maintenance of traffic ( "MOT ") throughout the course of the project in accordance with the latest edition of the DEPARTMENT Standard Specifications, section 102. The Construction Coordinator is responsible for the development of a MOT plan and making any changes to that plan as necessary. The MOT plan shall be in accordance with the latest version of the DEPARTMENT Design Standards, Index 600 series. Any MOT plan developed by the Construction Coordinator that deviates from the DEPARTMENT Design Standards must be signed and sealed by a professional engineer. MOT plans will require approval by the DEPARTMENT prior to implementation. 6. The Construction Coordinator shall be responsible for locating all existing utilities, both aerial and underground, and for ensuring that all utility locations be accurately documented on the construction plans. All utility conflicts shall be fully resolved directly with the applicable utility. 7. The Construction Coordinator will be responsible for obtaining all permits that may be required by other agencies or local governmental entities. 8. It is hereby agreed by the parties that this Agreement creates a permissive use only and all improvements resulting from this agreement shall become the property of the DEPARTMENT. Neither the granting of the permission to use the DEPARTMENT right of way nor the placing of facilities upon the DEPARTMENT property shall operate to create or vest any property right to or in the Construction Coordinator, except as may otherwise be provided in separate agreements. The Construction Coordinator shall not acquire any right, title, interest or estate in DEPARTMENT right of way, of any nature or kind whatsoever, by virtue of the execution, operation, effect, or performance of this Agreement including, but not limited to, the Construction Coordinator's use, occupancy or possession of DEPARTMENT right of way. The parties agree that this Agreement does not, and shall not be construed to, grant credit for any future transportation concurrency requirements pursuant to chapter 163, Florida Statutes. 9. The Construction Coordinator shall perform all required testing associated with the design and construction of the project. Testing results shall be made available to the DEPARTMENT upon request. The DEPARTMENT shall have the right to perform its own independent testing during the course of the Project. 10. The Construction Coordinator shall exercise the rights granted herein and shall otherwise perform this Agreement in a good and workmanlike manner, with reasonable care, in accordance with the terms and provisions of this Agreement and all applicable federal, state, local, administrative, regulatory, safety and environmental laws, codes, rules, regulations, policies, procedures, guidelines, standards and permits, as the same may be constituted and amended from time to time, including, but not limited to, those of the DEPARTMENT, applicable Water Management District, Florida Department of Environmental Protection, Environmental Protection Agency, the Army Corps of Engineers, the United States Coast Guard and local governmental entities. 11. If the DEPARTMENT determines a condition exists which threatens the public's safety, the DEPARTMENT may, at its discretion, cause construction operations to cease and immediately have any potential hazards removed from its right of way at the sole cost, expense, and effort of the Construction Coordinator. The Construction Coordinator shall bear all construction delay costs incurred by the DEPARTMENT. 12. All work and construction shall be completed within 686 days of the date of the last signature affixed to this agreement. If construction is not completed within this time, the DEPARTMENT may make a claim on the bond. The DEPARTMENT may terminate this Agreement at any time, with or without cause and without DEPARTMENT liability to the Construction Coordinator, by providing sixty (60) days prior written notice of termination to the Construction Coordinator. 13. The Construction Coordinator shall be responsible to maintain and restore all features that might require relocation within the DEPARTMENT right of way. 14. The Construction Coordinator will be responsible for clean up or restoration required to correct any environmental or health hazards that may result from construction operations. 15. Upon completion of construction, the Construction Coordinator will be required to submit to the DEPARTMENT final as -built plans and an engineering certification that construction was completed in accordance to the plans. Prior to the termination of this Agreement, the Construction Coordinator shall remove its presence, including, but not limited to, all of the Construction Coordinator's property, machinery, and equipment from DEPARTMENT right of way and shall restore those portions of DEPARTMENT right of way disturbed or otherwise altered by the Project to substantially the same condition that existed immediately prior to the commencement of the Project. 16. If the DEPARTMENT determines that the Project is not completed in accordance with the provisions of this Agreement, the DEPARTMENT shall deliver written notification of such to the Construction Coordinator. The Construction Coordinator shall have thirty (30) days from the date of receipt of the DEPARTMENT'S written notice, or such other time as the Construction Coordinator and the DEPARTMENT mutually agrees to in writing, to complete the Project and provide the DEPARTMENT with written notice of the same (the "Notice of Page 2 of 4 16A 5 Completion "). If the Construction Coordinator fails to timely deliver the Notice of Completion, or if it is determined that the Project is not properly completed after receipt of the Notice of Completion, the DEPARTMENT, within its discretion may: 1) provide the Construction Coordinator with written authorization granting such additional time as the DEPARTMENT deems appropriate to correct the deficiency(ies); or 2) correct the deficiency(ies) at the Construction Coordinator's sole cost and expense, without DEPARTMENT liability to the Construction Coordinator for any resulting loss or damage to property, including, but not limited to, machinery and equipment. If the DEPARTMENT elects to correct the deficiency(ies), the DEPARTMENT shall provide the Construction Coordinator with an invoice for the costs incurred by the DEPARTMENT and the Construction Coordinator shall pay the invoice within thirty (30) days of the date of the invoice. 17. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the DEPARTMENT'S sovereign immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. The DEPARTMENT'S liability for breach of this Agreement is limited in amount and shall not exceed the limitations of liability for tort actions as set forth in Section 768.28(5), Florida Statutes. 18. All formal notices, proposed changes and determinations between the parties hereto and those required by this Agreement, including, but not limited to, changes to the notification addresses set forth below, shall be in writing and shall be sufficient if mailed by regular United States mail, postage prepaid, to the parties at the contact information listed below. 19. The Construction Coordinator shall not cause any liens or encumbrances to attach to any portion of 'DEPARTMENT right of way. 20. This Agreement shall be governed by the laws of the State of Florida in terms of interpretation and performance. Venue for any and all actions arising out of or in any way related to the interpretation, validity, performance or breach of this Agreement shall lie exclusively in a state court of appropriate jurisdiction in Leon County, Florida. 21. The Construction Coordinator may not assign, pledge or transfer any of the rights, duties and obligations provided in this Agreement without the prior written consent of the DEPARTMENT'S District Secretary or his /her designee. The DEPARTMENT has the sole discretion and authority to grant or deny proposed assignments, with or without cause. Nothing herein shall prevent the Construction Coordinator from delegating its duties hereunder, but such delegation shall not release the Construction Coordinator from its obligation to perform this Agreement. 22. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. Nothing in this Agreement is intended to confer any rights, privileges, benefits, obligations or remedies upon any other person or entity except as expressly provided for herein. 23. This instrument, together with the attached exhibits and documents made part hereof by reference, contain the entire agreement of the parties and no representations or promises have been made except those that are specifically set out in this Agreement. All prior and contemporaneous conversations, negotiations, possible and alleged agreements and representations, covenants, and warranties with respect to the subject matter of this Agreement, and any part hereof, are waived, merged herein and superseded hereby. 24. By their signature below, the parties hereby acknowledge the receipt, adequacy and sufficiency of consideration provided in this Agreement and forever waive the right to object to or otherwise challenge the same. 25. The failure of either party to insist on one or more occasions on the strict performance or compliance with any term or provision of this Agreement shall not be deemed a waiver or relinquished in the future of the enforcement thereof, and it shall continue in full force and effect unless waived or relinquished in writing by the party seeking to enforce the same. 26. No term or provision of this Agreement shall be interpreted for or against any party because that party or that party's legal representative drafted the provision. 27. If any section, paragraph, clause or provision of this Agreement is adjudged by a court, agency or authority of competent jurisdiction to be invalid, illegal or otherwise unenforceable, all remaining parts of this Agreement shall remain in full force and effect and the parties shall be bound thereby so long as principle purposes of this Agreement remain enforceable. 28. A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the same formality as this Agreement. 29. The Construction Coordinator agrees to promptly indemnify, defend, save and hold harmless the DEPARTMENT and all of its officers, agents and employees from and pay all demands, claims, judgments, liabilities, damages, fines, fees, taxes, assessments, penalties, costs, expenses, attorneys' fees and suits of any nature or kind whatsoever caused by, or arising out of or related to the performance or breach of this Agreement by the Construction Coordinator, including, without limitation, performance of the Project within the DEPARTMENT'S right of way. The term "liabilities" shall specifically include, without limitation, any act, action, neglect or omission by the Construction Coordinator, its officers, agents, employees or representatives in any way pertaining to this Agreement, whether direct or indirect, except that neither the Construction Coordinator nor any of its officers, agents, employees or representatives will be liable under this provision for damages arising out of injury or damages directly caused or resulting from the sole negligence, intentional or wrongful acts of the DEPARTMENT or any of its officers, agents or employees. The Construction Coordinator shall notify the DEPARTMENT in writing immediately upon becoming aware of such liabilities. The Construction Coordinator's inability to evaluate liability, or its evaluation of liability, shall Page 3 of 4 16A not excuse performance of the provisions of this paragraph. The indemnities assumed by the Construction Coordinator shall survive termination of this Agreement. The insurance coverage and limits required in this Agreement may or may not be adequate to protect the DEPARTMENT and such insurance coverage shall not be deemed a limitation on the Construction Coordinator's liability under the indemnities granted to the DEPARTMENT in this Agreement. Nothing in this agreement shall be deemed or otherwise interpreted as waiving the Construction Coordinator's sovereign immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. The Construction Coordinator's liability for breach of this agreement is limited in amount and shall not exceed the limitations of liability for tort actions as set forth in Section 768.28 (5) Florida Statutes. 30. The Construction Coordinator shall utilize the U.S. Department of Homeland Security's E- Verify system, in accordance with the terms governing use of the system, to confirm the employment eligibility of:1. all persons employed by the Vendor /Contractor during the term of the Contract to perform employment duties within Florida; and 2. all persons including subcontractors, assigned by the Construction Coordinator to perform work pursuant to the contract with the Department. CONSTRUCTION COORDINATOR CONTACT INFORMATION Name Hank Jones Title Principal Project Manager Office No.(239) 252 -8554 Cell (239) Email HankJones(cDcolliergov. net Name Brandy Otero Title Associate Project Manager Office No. (239) 252 -5859 Cell (239) 253 -2325 Email Brandy0tero(- colliergov net Mail Address 2885 South Horseshoe Drive Naples FL 34104 IN WITNESS WHEREOF, Construction Coordinator and the DEPARTMENT have executed this Agreement for the purposes herein expressed on the dates indicated below. CONS RU TION COORDINATOR By; 7LAk (Signature) Fred W Coyle (Print Name) DEPARTMENT OF TRANSPORTATION By_ 9•f (Signature) Zrd Jo 00717. 1CT— (Print Name) Chairman Collier County Board of County Commissioners (Title) Director of Operations (Title) 'J L,LCIe l9 oLyia (Date) 0 J l'o 12, (Date) Legal Revie DW 2 E _ Z ROCK; CLERK 3 BYI 'Atte5,t a! � ? Appro r to [ rin a U idenccy �,ouni j Attorney Page 4 of 4 9 tS1 0 NEWL LEGAL DESCRIPTION AS DESCRIBED IN OFFICIAL RECORDS BOOK 1578. PAGE 2270 OF THE PU13UC RECORDS OF COLLIER COUNTY, FLORIDA: A PARCEL OF LAND LYING IN AND BEING PART OF SECTION 12, TOWNSHIP 50 SOUTH. RANGE 25 EAST, COLLIER COUNTY, FLORIDA. COMMENCE AT THE SOUTHWEST CORNER OF SECTION 12, TOWNSHIP 50 SOUTH, RANGE 25 EAST; THENCE ALONG THE WEST LINE OF SAID SECTION 12. N.00'18'WW. 1213.44 FEET; THENCE S.52.04'05•E. 167.05 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 5788.65 FEET, SAID POINT ALSO BEING ON THE NORTHEASTERLY RIGHT -OF -WAY OF U.S. 41 (TAMWAI TRAIL); THENCE SOUTHEASTERLY ALONG SAID CURVE THRU A CENTRAL ANGLE OF 4'10'40' AND AN ARC DISTANCE OF 422.10 FEET; THENCE N.42'0]'17•E. 150.00 FEET TO THE PLACE OF BEGINNING; THENCE NAT07'17 E. 579.29 FEET; THENCE N.8T07'17•W. 95.72 FEET; THENCE S.45'19'00•E. 523.87 FEET; THENCE IT15'23•W 799.99 FEET TO THE NORTHEASTERLY RIGHT -OF -WAY OF U.S. 41 (TAMIAMI TRAIL) AND A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 5788.65 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE AND RIGHT -OF -WAY THRU A CENTRAL ANGLE OF 3'39'44 AND AN ARC OF 370 FEET; THENCE N.42'07'17'E. 15005 FEET TO A CURVE CONCAVE TO THE SOUTHWEST HAVING I RADIUS OF 5938.65 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THRU A CENTRAL ANGLE OF 1'26'50• AND AN ARC OF 150.00 FEET TO THE POINT OF BEGINNING. CONTAINING 9.58 ACRES MORE OR LESS. LESS AND EXCEPT RIGHT -OF WAY PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 20E, . PAGE 1244 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA (3,163 SQUARE FEET). I ZONING INFORMATION I ZONING: CFPUD PUD: COLLIER COUNTY GOVERNMENT CENTER (ORD. 04 -56) SDPA: SDPA- 2010 -AR -1178 PREVIOUS SDP(A): SDPA - 2004 -AR -6294 ORIGINAL SDP: SDP 92 -009 PROPERTY IDENTIFICATION FOLIO NO: 0038972001 BUILDING INFORMATION ••• ALL AREAS ARE GROSS SQUARE FEET (GSF) UNLESS NOTED •A• EXISTING BUILDING BUILDING CONSTRUCTION TYPE PER FLORIDA BUILDING CODE: TIE III (NOTE. ORIGINAL PKNG GARAGE DWGS ON FILE WITH COLLIER COUNTY INDICATE CONSTRUCTION TYPE IV PER FBC 2001) NUMBER OF STORIES 6 TOTAL EXISTING SQUARE FOOTAGE (UNCONDITIONED): 410.152 (PARKING GARAGE ) OCCUPANCVGROUP: STORAGE PROPOSED BUILDING (1ST FLOOR IS CHANGE OF OCCUPANCY I 2ND FLOOR IS NE W SPACE I ADD TION) 1ST FLOOR (CHANGE OF OCCUPANCY) BUILDING CONSTRUCTION TYPE PER FBC: TYPE IRS 1STFLOORINFILL (CHANDED' OC -'A.- )(CONDITIONED) 2,928 NSF 1ST FLOOR INFILL (CHARGE OF OCCUPANCVI (NONCONDITIONEDI 8.819 GSF 1ST FLOOR INFILL(CHANGE OF OCCUPANCY) TOTAL 8,666 GSF SPRINKLER INTENTION'. FULLY-SPRINKLENED 2ND FLOOR(NEW SPACE I ADDITION) ADD ALTERNATE NO .1 BUILDING CONSTRUCTION TYPE PER FBC: TIE IHB 2ND FLOOR ADDITION(NEW)(CONDITIONED) 2.152 NSF 2ND FLGOR ADDITION (NEW) (NON OONDITIONED) NEWWALLS,PARTITIONS.STRUCT 445 GSF NEWEXTERIORSTAIR 2070SF NEW BRIDGE WALKWAY TO GARAGE 25GSF 2ND FLOOR ADDITION (NEW) TOTAL 2,823 GSF SPRINKLER INTENTION: FULLY- SPRINKLERED TOTAL BUILDING (CHANGE OF OCCUPANCY a NEW)• 3,MS12.8n GSF- 12.814GSF ADDITIONAL OUTDOOR COVERED SPACE OUTDOOR AREA UNDER PLATFORM CANOPY 6.215 GSF 2ND FLOOR BRIDGE CANOPY 30 GSF OUTDOOR AREA UNDER 2ND FLOOR ADDITION 2,615GSF OUTDOOR AREA UNDER 2ND FLOOR SUNSCREEN 785 GSF ADDITIONAL OUTDOOR COVERED SPACE TOTAL S GSF TOTAL PROJECT SQUARE FOOTAGE: 22,019 GSF (­GE OFOCUNY- NEWaADITIONOUOOROVRD ) EXISTING BUILDING(UNALTERED) 400.307 GSF (-E %ISTING BUILDING - CHANGE OF OCCUPANCY I NFILL) (= 410.152 - 9.545) PROPOSED TOTAL BUILDING SCIIARE FOOTAGE 412,881 GSF (= E %ISTING BUILDING a CHANGE OF OCCUPANCY a NEW SPACE) (= 100.807 a 9.545 a 2.829) PROPOSED TOTAL GROSS SQUARE FOOTAGE 422.828 GSF (= EXISTING BUILDING • CHANGE OF OCCUPANCY a NEW SPACE - ADDITIONAL OUTDOOR COVERED SPACE) (—,.I a 9.515 a 2,828 a 9,815) NOTE 1: AREA IS NET SQUARE FEET (NSF) AS NOTED. INFORMATION PREPARED BY: ATKINS NORTH AMERICA, INC. ARCHITECTURE AND INTERIOR DESIGN INSUBSTANTIAL CHANGE TO SITE DEVELOPMENT PLAN FOR CAT INTERMODAL TRANSFER STATION AT_ COLLIER COUNTY GOVERNMENT CENTER PART OF SECTION 12, TOWNSHIP 50 S, RANGE 25 E, COLLIER COUNTY, FLORIDA DEVELOPED BY: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS 3301 EAST TAMIAMI TRAIL NAPLES, FLORIDA 34112 (239) 252 -3097 PROJECT LOCA77ON A, INC. /A CONSULTING 1 t T 11. 1 • Planning • Visualization • Civil Engineering • Surveying & Mapping 6610 Willow Park Drive, Suite 200 Naples, Florida 34109 (239) 597 -0575 FAX: (239) 597 -0578 www.consult - rwa.com o�low PROJECT SITE BUILDING PERMIT ISSUE HISTORY ISSUED FOR PERMIT 5 -17 -11 P.R. RESPONSES /I.T. MOD'S 5 -17 -11 ISSUED FOR BID 9 -30 -11 ISSUED FOR BID 12 -16 -11 SHEET INDEX Exhibit "A" page 1 of 11 SHEET NUMBER SHEET DESCRIPTION C -1 COVER SHEET C -2 GENERAL NOTES AND LEGEND SHEET C -3 EXISTING CONDITIONS / TOPOGRAPHIC AERIAL AND CLEARING PLAN C -4 EXISTING INFRASTRUCTURE PLAN C -5 MASTER SITE PLAN AND PAVING, GRADING AND DRAINAGE C -6 MASTER WATER AND SEWER PLAN C -7 PAVING DETAILS C -8 DRAINAGE DETAILS AND SECTIONS C -9 UTILITY DETAILS C -10 MOPS PUMP STATION DETAILS C-11 EROSION CONTROL PLAN BOUNDARY SURVEY REVISIONS No. DATE REVISION APPROVED 1111!!1 9/20/11 SEE BUILDING PERMIT ISSUE HISTORY 4�` 'V • ••H ••••• A'! �� • Avfv. 4705 ra• T : • 4F• STAT 1 O�•j • F FLORID F : • v STAMPS CHRISTOPHER R.WA., ZINC. O WRIGHT, STATE FLORIDA BUSNE' ?S %;� E'NO/ y00Pib9" R' =_ SEAL DATE: lm I ¢J�i MAY 2010 090300.00.00 r ' LLB �i I_ N IF T S i� PARKING GARAGE i y� PROJECT LOCA77ON A, INC. /A CONSULTING 1 t T 11. 1 • Planning • Visualization • Civil Engineering • Surveying & Mapping 6610 Willow Park Drive, Suite 200 Naples, Florida 34109 (239) 597 -0575 FAX: (239) 597 -0578 www.consult - rwa.com o�low PROJECT SITE BUILDING PERMIT ISSUE HISTORY ISSUED FOR PERMIT 5 -17 -11 P.R. RESPONSES /I.T. MOD'S 5 -17 -11 ISSUED FOR BID 9 -30 -11 ISSUED FOR BID 12 -16 -11 SHEET INDEX Exhibit "A" page 1 of 11 SHEET NUMBER SHEET DESCRIPTION C -1 COVER SHEET C -2 GENERAL NOTES AND LEGEND SHEET C -3 EXISTING CONDITIONS / TOPOGRAPHIC AERIAL AND CLEARING PLAN C -4 EXISTING INFRASTRUCTURE PLAN C -5 MASTER SITE PLAN AND PAVING, GRADING AND DRAINAGE C -6 MASTER WATER AND SEWER PLAN C -7 PAVING DETAILS C -8 DRAINAGE DETAILS AND SECTIONS C -9 UTILITY DETAILS C -10 MOPS PUMP STATION DETAILS C-11 EROSION CONTROL PLAN BOUNDARY SURVEY REVISIONS No. DATE REVISION APPROVED 1111!!1 9/20/11 SEE BUILDING PERMIT ISSUE HISTORY 4�` 'V • ••H ••••• A'! �� • Avfv. 4705 ra• T : • 4F• STAT 1 O�•j • F FLORID F : • v STAMPS CHRISTOPHER R.WA., ZINC. O WRIGHT, STATE FLORIDA BUSNE' ?S %;� E'NO/ y00Pib9" R' =_ SEAL DATE: lm I ¢J�i MAY 2010 090300.00.00 r ' LLB �i N IF S i� PARKING GARAGE i y� 'S \ PROJECT SrTE \ PROJECT LOCA77ON A, INC. /A CONSULTING 1 t T 11. 1 • Planning • Visualization • Civil Engineering • Surveying & Mapping 6610 Willow Park Drive, Suite 200 Naples, Florida 34109 (239) 597 -0575 FAX: (239) 597 -0578 www.consult - rwa.com o�low PROJECT SITE BUILDING PERMIT ISSUE HISTORY ISSUED FOR PERMIT 5 -17 -11 P.R. RESPONSES /I.T. MOD'S 5 -17 -11 ISSUED FOR BID 9 -30 -11 ISSUED FOR BID 12 -16 -11 SHEET INDEX Exhibit "A" page 1 of 11 SHEET NUMBER SHEET DESCRIPTION C -1 COVER SHEET C -2 GENERAL NOTES AND LEGEND SHEET C -3 EXISTING CONDITIONS / TOPOGRAPHIC AERIAL AND CLEARING PLAN C -4 EXISTING INFRASTRUCTURE PLAN C -5 MASTER SITE PLAN AND PAVING, GRADING AND DRAINAGE C -6 MASTER WATER AND SEWER PLAN C -7 PAVING DETAILS C -8 DRAINAGE DETAILS AND SECTIONS C -9 UTILITY DETAILS C -10 MOPS PUMP STATION DETAILS C-11 EROSION CONTROL PLAN BOUNDARY SURVEY REVISIONS No. DATE REVISION APPROVED 1111!!1 9/20/11 SEE BUILDING PERMIT ISSUE HISTORY 4�` 'V • ••H ••••• A'! �� • Avfv. 4705 ra• T : • 4F• STAT 1 O�•j • F FLORID F : • v STAMPS CHRISTOPHER R.WA., ZINC. O WRIGHT, STATE FLORIDA BUSNE' ?S %;� E'NO/ y00Pib9" R' =_ SEAL DATE: lm I ¢J�i MAY 2010 090300.00.00 r ' LLB �i D _1V WATER IRRIGATION AND SEWER NOTES 1. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO COWER COUNTY UTILITIES STANDARDS AND SPECIFICATIONS. 2. ALL EXISTING UNDERGROUND UTILITIES ARE BASED ON AVAILABLE RECORD INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM FIELD CONDITIONS AND LOCATE ALL EXISTING UTILITIES AND REPORT DISCREPANCIES TO ENGINEER IMMEDIATELY. 3. APRE- CONSTRUCTION MEETING SHALL TAKE PLACE WITH COLLIER COUNTY PUBLIC UTILITIES AND ENGINEER PRIOR TO THE START OF CONSTRUCTION. CONTACT CRAIG CAWS (239)252 -2905. CITY OF NAPLES UTILITIES DEPARTMENT AND PROVIDERS OF ALL OTHER UTILITIES BE CONTACTED. 4. INSTALLATION OF SUBSURFACE CONSTRUCTION, TO INCLUDE, WATER AND IRRIGATION LINES, SEWER LINES, PUBUC UTILITIES AND STORM DRAINAGE IS REQUIRED PRIOR TO COMPACTION OF SUBGRADE AND ROADWAY CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER AND UTILITY COMPANY PRIOR TO THE FOLLOWING TO ALLOW FOR INSPECTIONS REQUIRED BY ORDINANCE 2004 -32 SECTION 9.4.2.2. CONTACT JODI HUGHES (239)252 -5744 5A COMMENCEMENT S.B. CHANGES TO APPROVED SCHEDULES, SUBCONTRACTORS. OR RESIDENT SUPERINTENDENT. S.C. POTABLE. IRRIGATION, WASTEWATER AND GENERAL SYSTEMS 5.C.A HOT TAPS TO POTABLE WATER ONES LARGER THAN 6' AND WASTEWATER SYSTEMS GREATER THAN 4'. 5.0 .a. MASTER METER AND BYPASS PIPING. 5.CC. JACK & BORE CASINGS. S.C.D. PRESSURE TESTS. S.C.E. INFILTRATION /IXFlLTRATON TESTS. 5. F. UFT STATON INSTALLATON, PRIOR TO COVER -UP AND START -UP. 5.CG. LIFT STATION START -UP. 5.C.H. CAMPING OF SEWER UNES. 5.C.1. PIGGING AND FLUSHING OF WASTEWATER LINES, FORCE MAINS, POTABLE WATER MAINS. AND NON - POTABLE IRRIGATION LINES. • NOTE: FULL BORE FLUSHING AND PIGGING OF POTABLE WATER UNES NEED ONLY WATER DEPARTMENT INSPECTION. S.C.J. TELEVISION VIDEO TAPING OF WASTEWATER UNES AT END OF CONSTRUCTION AND THE WARRANTY PERIOD (1N- OFFICE REVIEW). S.C.K. CONFLICT CONSTRUCTION. 5.C.L CONNECTIONS TO EXISTING POTABLE WATER, NON - POTABLE IRRIGATION WATER AND WASTE WATER SYSTEMS. 6,C.M. 8' GAMETE OR LARGER CASING INSTALLATIONS. 5.C.N. OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY STAFF AT THE TIME OF CONSTRUCTION DOCUMENT APPROVAL. 5.C.0. CHLORINATION OF WATER UNES AND RERUSHING OF UNE AFTER CHLORINATION (NEEDS WATER DEPARTMENT INSPECTION ONLY). 5.0 P. INSTALLATION OF TEMPORARY METERS /BACKFUOWS. 5.C.Q. BACTERIOLOGICAL SAMPUNG (NEEDS WATER INSPECTION ONLY). 5.C.R. HOT TAPS TO ANY WATER CONCRETE MAINS. PRESSURE TESTS ON UNES 20' OR GREATER, AND CONNECTI ONS TO EXISTING POTABLE SYSTEMS GREATER THAN 12' NEED TO BE INSPECTED BY THE WATER DEPARTMENT AND THE COWER COUN Y. 5. S. FIRE FLOW TESTING. 5.C.T. THE COWER COUNTY MUST BE PRESENT AT THE INSPECTIONS NOTED WITH ABOVE. 6. FIRINGS SHALL BE USED TO MAINTAIN PUN ALIGNMENT OF POTABLE WATER MAINS AND FORCE MAINS. DEVIATION FROM PLAN ALIGNMENT SHALL NOT BE MORE THAN 12' FROM PUN CENTERUNE OF MAN. CONTRACTOR SHALL PREPARE RECORD DRAWING OF ALL FITTINGS NOT SHOWN ON THIS PLAN. 7. COVER FOR ALL WATER MAINS AND FORCE MANS SHALL BE MEASURED FROM FINISHED GRADES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE MINIMUM COVER, REGARDLESS OF EXISTING GRADE. S. CONTRACTOR SHALL CONSTRUCT ALL WATER AND SEWER APPURTENANCES INCLUDING METER BOXES, BLOW -OFFS, VALVE BOXES, MR RELEASE VALVES, FIRE HYDRANTS, ETC. TO FINISHED GRADE. CONTRACTOR SHALL COORDINATE DURING THE CONSTRUCTION STAKEOUT AND PRIOR TO CONSTRUCTION OF SAID APPURTENANCES WITH OWNER AND ENGINEER REGARDING FINISHED GRADE. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE CONSTRUCTION OF SAID APPURTENANCES TO FINISHED GRADE. 9. ALL UTILITY CROSSINGS SHALL COMPLY WITH FDEP REGULATIONS (CH. 62- 555.314, FAC.) AND COWER COUNTY UTILITIES STANDARDS MANUAL 10. POTABLE WATER MAINS UNDER PAVEMENT SHALL BE POLYVINYL CHLORIDE PIPE (PVC) ANN, C -900, CLASS 200, DR 14, OR CLASS 51 DUCTILE IRON PIPE. ALL OTHER POTABLE WATER MAINS SHALL BE AMA C -900, CLASS 150, DR 1B PVC. COLOR CODED 'BLUE -. 11. ALL GRAVITY SANITARY SEWER MANS AND LATERALS SHALL BE ASTM D -3034, SDR 26, COLOR CODED 'GREEN' UNLESS NOTED OTHERWISE. 12. REFER TO PUT AND/OR BOUNDARY SURVEY FOR EASEMENTS OF RECORD. 13. THE CONTRACTOR SHALL PROTECT SURVEY MARKERS, MONUMENTS, ETC. DURING CONSTRUCTION. THE CONTRACTOR SHALL RESTORE /REPLACE, AT NO ADDITIONAL EXPENSE TO THE OWNER, ANY DAMAGE DONE BY CONSTRUCTION ACTIVITIES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATIONS. ANY DAMAGE SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. 15. ALL ON -SITE POTABLE WATER AND SANITARY SEWER FACILITES ARE PRIVATELY OWNED AND MAINTAINED BY COWER COUNTY FACILITIES MANAGEMENT DEPARTMENT. 16. ALL WATER SERVICE LEADS AND METER BOX SHALL BE INSTALLED BY THE CONTRACTOR. 17, CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE GALL OF FLORIDA INC. ( SSOCOF) A MINIMUM OF 2 BUSINESS DAYS PRIOR TO ANY DEMOLITION, EXCAVATION OR UNDERGROUND WORK, 18. CONTRACTOR SHALL PRE -MARK UNDERGROUND WORK AND EXCAVATIONS PER SSOCOF 'DAMAGE PREVENTION CU DE' AND CHAPTER 556 FLORIDA STATUTES PRIOR TO NARKING OF UTILITIES BY UTILITY OWNERS. 19. FINAL DESIGN AND LOCATION OF IRRIGATION MASTER METERS SHALL BE BY THE IRRIGATION SYSTEM CONSULTANT. LOCATION OF METER PAD / AND OR VAULT SHALL BE COORDINATED WITH ABOVE AND BELOW GROUND IMPROVEMENTS. 20. COLLIER COUNTY FACILITIES MANAGEMENT DEPARTMENT SHALL OWN AND MAINTAIN THE PROPOSED ON -SITE WATER AND SEWER SYSTEMS. 21. ALL WATER METER COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO 'NSF' STANDARD 61. 22. FORCE MANS UNDER PAVEMENT SHALL BE POLYVINYL CHLORIDE PIPE (PVC) AWWA C -900. CLASS 200. DR. 14. ALL OTHER FORCE MAINS SHALL BE POLYVINYL CHLORIDE PIPE (PVC) AWWA C -900, CLASS 150, DR. 18. 21 NO LANDSCAPING WILL BE ALLOWED WITHIN 3' OF THE WATER METER OR THE DETECTOR CHECK. SUBMIT RIVING PLAN FOR HORIZONTAL DIRECTIONAL DRIVING HOD 24. CONTRACTOR LBY D FOR APPROVAL BY ENGINEER, ALL HOD WORK SHALL MEET STANDARD SPECIFICATIONS IDENTIFIED IN CONTRACT DOCUMENTS. 25. HORIZONTAL DIRECTIONAL DRILLING SHALL MEET APPLICABLE AWWA ASTM AND COWER COUNTY STANDARDS FOR INSTALLATION, MATERIALS, CONNECTION AND TES9NC. A. Garr I.n w A` \�aal \aoawo.ao.ao uT n.w. MYmwa \aaaM cazw awP, - ao�r a....N. \R.,oI \aNaMaaoaaacaze.q ISSUED FOR BID 9 -30 -11 GENERAL NOTESNOTES: 1. CONTRACTOR SWILL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN PLAN INFORMATION SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 2, CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER AND OWNER WRITTEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS AND /OR SPECIFICATIONS. 3. DEVIATIONS FROM THIS PLAN WITHOUT DOCUMENTED WRITTEN SIGNED & SEALED AUTHORIZATION FROM ENGINEER OF RECORD SHALL BE CONSIDERED THE PROPERTY OWNER AND CONTRACTORS FULL RESPONSIBILITY. THE PROPERTY OWNER AND CONTRACTOR SHALL TAKE ON FULL LIABILITY FOR SAID DEVIATIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBUC, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACUTIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND 13ASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD, AND BEST AVAILABLE RECORD DRAWING INFORMATION. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA: AND, THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA FOR LOCATING AU- UNDERGROUND FACILITIES BEFORE AND DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 5. CONTRACTOR SWILL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. 6. UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHES TO AVOID DISTURBANCES OF NATURAL VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE OWNER. CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY TREES AND /OR SHRUBS WITHOUT PRIOR APPROVAL BY OWNER. 7, ALL UNDERGROUND UTILITIES AND INFRASTRUCTURE LOCATED BENEATH THE STABILIZED PORTION OF THE ROAD BED SHALL BE INSTALLED PRIOR TO COMPACTION OF THE SUBGRADE OR AS OTHERWISE DIRECTED BY OWNER. 8. WHERE EXCAVATIONS ARE IN CLOSE PROXIMITY TO TREES. THE CONTRACTOR SHALL USE EXTREME CARE TO NOT DAMAGE THE ROOT SYSTEMS. NO EQUIPMENT, SUPPUES, OR VEHICLES SHALL BE STORED OR PARKED WITHIN THE TREE DRIP UNE. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL EMPLOYEES AND SUBCONTRACTORS OF THIS REQUIREMENT AND TO ENFORCE THE SAME. 9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEWATERING PERMITS FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT AS REQUIRED BY RULE (CH 40E, FA.C.). 10, MAINTENANCE OF SITE DRAINAGE FACILITIES IS THE RESPONSIBIUTY OF THE LAND OWNER 11. ANY IMPACTED RESIDENTIAL OR PRIVATE DRIVEWAYS SHALL BE RESTORED TO PRECONSTRUCTION STATUS OR BETTER. 12. THE APPROVAL OF THESE CONSTRUCTION PUNS DOES NOT AUTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EASEMENTS OF RECORD. 13. NO WORK SHALL COMMENCE PRIOR TO INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES PER PLAN INCLUDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. 14. ALL SIDEWALKS, CURBS RAMPS & PEDESTRIAN CROSSINGS SHALL BE CONSTRUCTED IN CONFORMANCE PATH THE CURRENT EDITION OF THE AMERICANS WITH DISABILITY ACT. 15. REFERENCE F.D.O.T. INDEX Y 304 FOR ADDITIONAL SPECIFICATIONS AND TRUNCATED DOME DETAILS. 16. ALL ELEVATIONS REFERENCED IN THIS PLAN SET ARE IN FEET (NGVD 29). 17. WASTE MATERIALS WILL BE COLLECTED VIA STANDARD COMMERCIAL DUMPSTERS. 18. SIGN PERMITS ARE APPROVED SEPARATELY FROM THE SITE DEVELOPMENT PLAN. 19. FEMA 100 YEAR FLOOD ELEVATION (NGVD) - 7.3'. FIRM COMMUNITY MAP PANEL NUMBERS 1200670394D & 1200670582F EFFECTIVE DATE OF 11/17/2005. 20. THE CONTRACTOR SHALL TAKE MEASURES TO ENSURE THAT NO DEBRIS SHALL BE SPILLED OR TRACKED OFF OF THE SITE ONTO THE SURROUNDING ROADWAYS. IF SITE DEBRIS SPILLAGE OCCURS, THE CONTRACTOR SHALL CLEAN THE AFFECTED AREA IMMEDIATELY. 21. ALL CONSTRUCTION SHALL MEET COWER COUNTY CONSTRUCTION STANDARDS AND FDOT STANDARD SPECIFICATIONS AS REWIRED. 22. ALL MARKING AND SIGNING SHALL MEET FOOT STANDARD SPECIFICATIONS AND ENNA (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES), LATEST EDITION. UNLESS OTHERWISE NOTED. 1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT, LANDSCAPE MATERIALS, PIPES, STRUCTURES. ETC. PER THIS PLAN AND AS NECESSARY TO CONSTRUCT PER THIS PLAN. 2. ALL ITEMS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AT THE EXPENSE OF THE CONTRACTOR, INCLUDING ALL DUMPING FEES, UNLESS OTHERWISE NOTED. WASTE MATERIALS SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE AND DISPOSED OF IN ACCORDANCE WITH ALL COUNTY, STATE AND FEDERAL LAWS AND REGULATIONS. 3. ALL ITEMS SHALL BE REMOVED TO A DEPTH OF 2' BELOW EXISTING GRADE, OR 2' BELOW THE INVERT OF ANY PROPOSED UTILITIES. EXISTING UTILITIES, SERVICING BUILDINGS TO BE REMOVED SHALL BE PLUGGED BELOW EXISTING GRADE AND BROUGHT TO THE ATTENTION OF OWNER'S REPRESENTATIVE AND THE ENGINEER IMMEDIATELY. 4. EXISTING ASPHALT PAVEMENT TO BE REMOVED SHALL BE REMOVED TO A MINIMUM OF THE BOTTOM OF THE PROPOSED UMEROCK IN PAVED AREAS AND TO 12' BELOW FINISHED GRADE IN UNPAVED AREAS. EXISTING UMEROCK THAT HAS BEEN REMOVED MAY BE USED TO STABILIZED THE SUBGRADE OF THE PROPOSED PAVEMENT AREAS IF R MEETS THE REQUIREMENTS AS NOTED IN THE ENGINEER'S TECHNICAL SPECIFICATIONS. 5. THIS PUN IS NOT GUARANTEED TO IDENTIFY ALL EXISTING FACILITIES OR MATERIALS TO BE REMOVED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE SCOPE OF WORK IN REGARDS TO MODIFICATIONS OF THE SITE TO ACCOMMODATE PROPOSED IMPROVEMENTS. THIS PLAN DOES NOT ADDRESS ALL EXISTING UNDERGROUND VnUTIES /FACILITIES WHICH MAY BE ENCOUNTERED DURING DEMOLITION OR IMPROVEMENTS. CONTRACTOR SHALL PROTECT AND /OR REPLACE THOSE EXISTING UTILITIES REQUIRED TO ACCOMMODATE THIS PROJECT. OTHER UNDERGROUND UTILITIES TO BE REMOVED OR ABANDONED SHALL BE DISCARDED, DISENGAGED OR REMOVED IN A MANNER CONSISTENT WITH INDUSTRY SAFETY STANDARDS, AS REQUIRED BY OWNER'S REPRESENTATIVE. 6. WHERE 'MATCH EXISTING' IS SPECIFIED ASPHALT PAVEMENT TO BE REMOVED SHALL BE MECHANICALLY SAW -CUT IN ORDER TO ENSURE CLEAN, STRAIGHT EDGES. CONTRACTOR SHALL COORDINATE THE UMITS OF THE ASPHALT REMOVAL WITH THIS DEMOLITION PUN. 7. CONTRACTOR SHALL COORDINATE THE REMOVAL OF THE EXISTING FACILITIES WITH THE OWNER'S REPRESENTATIVE WITH REGARDS TO TIMING OF THE DEMOLITION PLR. 8. THE EXISTING BUILDING AND ASSOCIATED PARKING FACILITIES ARE TO REMAIN IN -PLACE AND IN -USE UNTIL SUCH TIME XI THE OWNER INDICATES THAT ALTERNATIVE TELEPHONE ARE AVAILABLE FOR USE ALL EXISTING POTABLE WATER, SANITARY SEWER, TELEPHONE, ELECTRICAL AND CABLE TELEVISION FACILITIES FOR THE BUILDING SHALL BE MAINTAINED IN UNDAMAGED, OPERATIONAL CONDITION. ANY DAMAGE TO THESE FACILITIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE AND REPAIRED AT THE CONTRACTOR'S EXPENSE. 9. CONTRACTOR SHALL PROVIDE A SAFE. OPERABLE SITE FOR EMPLOYEES AND PUBLIC FOR THE CONSTRUCTION AND FUNCTIONS THAT WILL CONTINUE TO OCCUR DURING THE CONSTRUCTION ACTMTIES. NAME I DATE TA planning DESIGNED: JAZ 05/10 "DIX / / `� Vigualization DRAWN: PIN 05/10 CONSULTING Civil PCB CHECKED: cow GI JL \ T T l i Stiavaying & Mapping BLOCK LEGEND EXISTING PROPOSED DESCRIPTION ACCESS EASEMENT AE AIR RELEASE VALVE ARV AMERICAN WITH DISABILITIES ACT FIRE HYDRANT BACK OF CURB BOC BACKFLOW PREVENTOR BFP BASE LINE FDC BLOW -OFF BO IRRIGATION CONTROL ._ __+� GATE /PLUG VALVE CLEAN OUT mss- SINGLE CO CS CORRUGATED ALUMINUM PIPE MANHOLE /JUNCTION BOX CORRUGATED METAL PIPE CARP PUMPSTATION - DEPARTMENT OF TRANSPORTATION GRATE INLET /CATCH BASIN DIAMETER DIA CONTROL STRUCTURE W/ DR DRAINAGE EASEMENT HEADWALL DUCTILE IRON PIPE D.I.P. CONTROL STRUCTURE EDP ELEVATION THROAT INLET/VALLEY GUTTER EWPTICA REINFORCED CONCRETE PIPE INLET AND PIPE EXISTING EXIST ® FLARED END FIRE DEPARTMENT CONNECTION FDC FIRE HYDRANT FH ' HEADWALL FLORIDA POWER & UGHT FPL GROUND LAMP FL HIGH DENSITY POLYETHYLENE LIGHT POLE ^� ID INVERT INV LAKE MAINTENANCE EASEMENT PATHWAY LIGHTING LANDSCAPE BUFFER EASEMENT LBE ELECTRIC HANDHOLE LCEC LEFT ELECTRIC MANHOLE FIRE PROTECTION NOTES: 1. A SEPARATE PERMIT IS REWIRED PRIOR TO INSTALLATION OF ANY FIRE LINE. 2. INSTALLATION OF ALL UNDERGROUND FIRE UNES SHALL COMPLY WITH THE 2002 EDITION OF NFPA 24. 3. PRIOR TO THE ACCUMULATION OF COMBUSTIBLE BUILDING MATERIALS ON SITE. PROPOSED FIRE HYDRANTS MUST BE OPERABLE WITH THE REQUIRED FIRE FLOWS (TEMPORARY BACKFLOW PREVENTERS MUST BE USED, GAP CONFIGURATIONS UNACCEPTABLE) AND IMPROVED, STABIUZED EMERGENCY APPARATUS ACCESS WAYS (MIN. 14' WIDE) MUST BE AVAILABLE TO WITHIN 100' OF THE STRUCTURES. 4. UNDERGROUND FIRE LINES SHALL BE INSTALLED BY AN APPROPRIATELY CERTIFIED FIRE SPRINKLER CONTRACTOR OR A TYPE V UNDERGROUND CONTRACTOR AS DEFINED AND OUTLINED IN 633.021, 633.521 AND 633.539 F.S. 5. ALL FIRE HYDRANTS, FDC'S AND PIVS SHALL BE VISIBLE AND ACCESSIBLE. THEY SHALL NOT BE OBSTRUCTED VISUALLY OR FUNCTIONALLY BY TREES OR LANDSCAPING. 6. REF: APPROVED SDP PLANS FOR FINAL UTUTY LAYOUT, NOTES, AND DETAILS 7. FIRE HYDRANTS SHALL BE MARKED IN A UNIFORM MANNER APPROVED BY THE FIRE DISTRICT. B. FIRE PROTECTION SYSTEMS SHALL BE TESTED PER STANDARDS SPECIFICATIONS IDENTIFIED IN FLORIDA FIRE 9. CONTRACTOR TO MAINTAIN CLEAR 20 R. FIRE LANE & EMERGENCY ACCESS THROUGHOUT CONSTRUCTION. MUST BE APPROVED BY THE FIRE DISTRICT PRIOR TO DEMpJTON OF EXISTNG FIRE PROTECTION SYSTEM COMPONENTS INCLUDING SODDED FIRE LANE. FIRE DISTRICT CONTACT: NICK BIOND 0 DEPUTY EAST NAPLES FIRE CONTROL Utt CHIE ROL AND RESCUE DISTRICT 5001 EAST TAMIAMI TRAIL. 11 L, NAPLES, FLORIDA 3 3 0. TEMPORARY FIRE PROTECTION &EMERGENCY ACCESS P INCLUDE PROVISIONS TO MAINTAIN NLL LAN MUST WATER SERVICE TO ALL HYDRANTS AND ACCESS TO HYDRANTS WITHIN THE PROJECT AREA. NOT MORE THAN ONE (1) EXISTING HYDRANT MAY 8E REMOVED FROM SERVICE 'NTH fl RE DISTRICT NOTFICATON & APPROVAL. FIRE DISTRICT MAY REQUIRE A 'FIRE WATCH' BY FIRE DISTRICT PERSONNEL, OR OTHER REASONABLE ASSURANCES, TO ASSURE THAT FIRE PROTECTION IS MANTMNED THROUGHOUT CONSIRUCTON. THE CONTRACTOR SHALL SCHEDULE A FIRE PROTECTION & EMERGENCY ACCESS PLAN REVIEW WITH THE FIRE DISTRICT & PROVIDE WRITTEN APPROVAL TO THE ENGINEER PRIOR TO DEMOLITION OR ALTERATION OF THE EXISTNG FIRE PROTECTION SYSTEM. R.WA, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 6610 Park 341098 MAY 2010 CLIENT: COLLIER COUNTY (239)597 -0575 FAX: (239)597 -0576 Ha�T. N/A BOARD OF COUNTY COMMISSIONERS VAVW.Cicates HWB.COTITLE: GENERAL NOTES AND LEGEND SHEET Florida CBr7663es L 6952 Authorization "/A E8 7663 L8 6952 2' SOS 2SE Exhibit "A" page 2of11 LIST OF STANDARD ABBREVIATIONS TERM ABBREVIATION ACCESS EASEMENT AE AIR RELEASE VALVE ARV AMERICAN WITH DISABILITIES ACT ADA BACK OF CURB BOC BACKFLOW PREVENTOR BFP BASE LINE SL BLOW -OFF BO CABLE TV CAN CENTER UNE CL CLEAN OUT CO CONTROL STRUCTURE CS CORRUGATED ALUMINUM PIPE CAP CORRUGATED METAL PIPE CARP COUNTY UTUTY EASEMENT CUE DEPARTMENT OF TRANSPORTATION DOT DIAMETER DIA DIMENSION RATIO DR DRAINAGE EASEMENT DE DUCTILE IRON PIPE D.I.P. EDGE OF PAVEMENT EDP ELEVATION ELEV EWPTICA REINFORCED CONCRETE PIPE ERCP EXISTING EXIST FIBER REINFORCED CONCRETE PIPE FRCP FIRE DEPARTMENT CONNECTION FDC FIRE HYDRANT FH FLORIDA DEPARTMENT OF TRANSPORTATION FOOT FLORIDA POWER & UGHT FPL FLOW UNE FL HIGH DENSITY POLYETHYLENE HOPE INSIDE DIAMETER ID INVERT INV LAKE MAINTENANCE EASEMENT LME LANDSCAPE BUFFER EASEMENT LBE LEE COUNTY ELECTRIC COOPERATIVE LCEC LEFT LT UNEAL FEET LF MANHOLE MIN MECHANICAL JOINT W NATIONAL GEODETIC VERITIM DATUM NGVD NORTH AMERICAN VERTICAL DATUM NAVD OUTSIDE DIAMETER 00 PAVEMENT PAVIA POINT OF CURVATURE PC POINT OF TANGENCY PT POINT OF VERTICAL INTERSECTION PVI POLYVINYL CHLORIDE PVC POST INDICATOR VALVE PN PROPERTY UNE PL PUBLIC UTILITY EASEMENT PILE PUMP STATION PS RADIUS (X')R REFLECTIVE PAVEMENT MARKER RPM REINFORCED CONCRETE PIPE RCP RIGHT RT RIGHT OF WAY ROW SANITARY SEWER SS STATION STA STORM STRUCTURE STR TEMPORARY TEMP. TYPICAL TIP. NET SEASON WATER TABLE WSWT `%%J111iil /I � ER CLEARING NOTES: `� QH Q 1. ALL EXOTIC VEGETATION AS DEFINED BY COUNTY CODE SHALL BE TIRE II $Q�•••••••• • PRIOR TO PREUMINARY ACCEPTANCE. THE PROPERTY OWNER SHALL SQ �•R E� �1 • SUBSEQUENT ANNUAL REMOVAL OF ALL EXOTIC VEGETATION, IN E` Fio '0 ``\�CNv� 2. EXISTING NATIVE VEGETATION LOCATED WITHIN THE DEVELOPABLE A•iP O�C EA RE1�AS PART OF THIS PERMIT SWLLL BE PROTECTED WITH BARRICADES. OGR- REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. -ft • . J 3. NO EXISTING NATIVE TH E VEGETATION IS LOCATED E PRO AREA No 47 9 • 4. VEGETATION REMOVAL SHAT MEET VEGETATION REMOVAL PLAN VP UR*T 0•EEN STUDIOS. • I • • TA7 P CHRISTOPHER 0. WRIGHT. P.E. STATE OFF �59� CT: CAT INTERMODAL TRANSFER STAT�ttI,�` AT COLLIER COUNTY GOVERNMENT CENTER REFERENCE: PROJECT NO.: SHEET NUMBER: FILE NO.: 090300.00.00 C -2 of 11 09030000000O2 ''� I ' •y=• • • • q� � V L Exhibit r w Ll_1 �l fill :w� W Exhibit "A" page 4 of 11 II PUD -- �� COLLIER COUNTk c COURTHOUSE I II r, COMPLEX I , LIFTTSTATION -_�' // ER 4. I EXISTING // v / 1 11 PREVENTER /� _ . I / -- -- BACKFLOW _ . L _ EXISTING � \ E %ISTING < - jY _ , _ - = SANITARY SEWER _ I _ T \ E %ISTING // JUNCTION BOX ELECTRIC LINE EXISTING CONCRETE i UTILITY POLE_ { --- -� —may— _ eo°urP+r HARRISON R i"15° "ro \/ EXISTING ELECTRIC 1 -.. �.IREnMAIN6. -...� WATER MAIN- - TR%i DR LIGHT I,•.: .. =°"4 �rri [ r _D/ IRRIF4 MAIN I I I I POLE (TYP) I EXISTING ma m= III \ \\ ELECTRIC LINE rsi, 'rsissii PROPERTY \ / 6 1 r GATE LLai: ... Xff >irfriifr�irrflinr�iTa=r /� rf9r- T- I I BOUNDAR EXISTING I 1 I I 1 24" RCP I EXISTING FIRE �A I 1 R EXISTING GRA E INLET I I HYDRANT (TYPICAL ) A 11 \ \\ GRATE 7.34 \ I I I C -3 p 1 INV N 007 EXISTING FIRE DEPARTMENT \ INV SE - 006 CONNECTION (TYPICAL) J E %ISTING 2.5" 1 BAIL BONDS i <IRRIGATION i t I I+ MAIN IRRIGATION MAIN 1 EXISTING \ I I EXISTING EXISTING E XISTING P.LV. 'I. OFFSITE ELECTRIC uNE I EXISTING EXISTING LAKEBUILDING \ LECTRIC LINE 0.24 ACRESII �. _ I EXISTING 6 –STORY 11 I EXISTING 4" I RRIC77 N \ I 1 I E %ISTING PATHWAY PARKING GARAGE "P -2" Ij I I I' II f 1 1 l I I LIGHTING (TYPICAL) II FIRE MAIN ' DIP EXISTING 6' DP (1- � E %ISTIN 2' PVC `IITI FIRE MAIN \ WATER EXISTING SEATING III \ I E %ISTING E %ISTING GRATE INLET LIGHT POLE /r Y, \ GRATE = 7.79 II EXISTING (TYPICAL) 1 I' EXISTING WOOD II `/ INV N.W. 1.54 EXISTING SCREENINGI_f ELECTRIC UNE ( / /.. ° E I 1 I UTILITY POLE INV S.E. - 1.48 WALL EXISTING SITE / . EXISTING FIBER EXISTING / EXISTING WATER EXISTING FIBER 11 ....AA LIGHTING ELECTRICAL OPTIC CABLE EXISTING I 24' RCP SERVICE OPTIC CABLE III \� Q I 1I ELECTRIC LINE I a EXISTING EXISTING 1 1 I \ EXISTING 6" SEATING DIP FIRE EXISTING BREAKER SEATING \ POWER (FOUNTAIN) EXISTING 2" EXISTING / EXISTING B' EXISTING .•..' i ( PVC WATER EXISTING 6" EXISTING PAVER PUD I (; I EXISTING/ I GATE VALVE \�15' -�" SIN LATE VALVE HOLE ( PIAND BRICKS ? 15' RCP - , I —� - EXISTING 12 PVC I ice• - COURTHOUSE Q I� – EXIST) , ia_PVC —""_ I T SHADOWS EXISTING FIRE EXISTING SHOPPING I // HYDRA =T — = —EXISTING _ - - -�_ -- _-- y� =RJICE WATER i I 24' RCP� / CENTER I / LE — 1`. RCP_ EXISTING CRATE INLET EXISTING_ GRATE 1) - - -- , _INV NW. (1) = 2.33 _ EXISTING 2.5' �/ / EXISTIN16' RCP INV N.W. (2) 2.01 IRRIGATION MAIN %ISTING =INV S.E_= 1.49_ EXISTING RRIGATION MAIN NRVA N = O 81 INV 0'38 EXISTING IRRIGATION MAIN' AIN EXISTING FIRE I 4' CIRCULAR EXISTING 'd 1 I I ORIFICE INV S. INV = 1.0] R Wq HYDRANT \ / EXISTING GRATE INLET I EXISTING I 3.54 INV = 0.37 EXISTING INV / INVATN.W. 4.66 063 PROPERTY 6' CONCRETE I 0.37 BOUNDARY (n I I I SIDEWALK 1 / EXISTING 15" RCP EXISTING H W I NV = 0.64 EXISTING , / '�24' RCP 1 EXISTING T.O.B. I I EXISTING EDGE I I III �OF WATER EXISTING LAKE 1.81 ACRES EXISTING 4' 1/ ( I I IRRIGATION MNN / \ EXISTING IRRIGATION CRATE INLET PUD 20' WATER MAIN EASEMENT I / / PER O.R. 136 PG. 34 I I / GO COUNTY COURTHOUSE S I i I I I I . I / COMPLEX 15 FPL EASEMENT PROJECT PER OR. 74 G. 91 O LIMITS I EXISTING EXISTING L� 1 �i LL. • '.. . • . _ .,. :.. "� ' .>. SIDEWALK ETE a � - ` ``��i�►iER si ------- - - - - -- % IN•'"• \rENS�c ••.9/��� •� N0.47059 C-5 I RMF -16 WAL –MART I NAPLES SUNRISE III + • '0 : • : J:C ST OF % ��0 6 ORIDA 4 � �•,�• .�..••• C?� f I °sy`QNAL `ems a*oo.. .r, aar!].ro Av c�aowYwowaao.m ar n-r- aTa �ww c�sr - ��.s� ua.wo. \r�>\aw000mocor.4.v R.W.A., INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE N0. 47059 NAME DATE INC iv4109e200 6610NaPI MAY 2010 CLIENT: COLLIER COUNTY PROJECT: CAT INTERMODAL TRANSFER STATION DESIGNED: JAZ os /to DIATA Florida Naples, FAX: (239) (p39)597 -0575 FAX: (239)597 -0576 xaaz � r - 40• BOARD OF COUN I SI NERS AT COLLIER COUNTY GOVERNMENT CENTER Q ISSUED BID JA.Z. C.O.W. 9/30/11 Q P.R. R PO P.R. RESPONSES /I.T. MOD'S 9 -15 -11 I.T. MO D'S JA.Z. C.O.W. 9/15/11 DRAWN: PIN 05/10 rt--__11 �7.�,...�� CONSULTING �YU� www.consult- ma. Florida CertifiCateS of Authorization "/A TITLE: EXISTING INFRASTRUCTURE PLAN CROSS REFERENCE: PROJECT NO.: SHEEP NUMBER: FILE NO.: __.. ____._.. _._. "........... .._ ...,,- ,.,, "... mow ns7m j T TL SnrveyID$dtl�pp>iLg EB7663 LB 6952 iz sas zsE 090300.00.00 C -4 of 11 0903000000004 LEGEND: EXISTING SIDEWALK - PROPOSED PAVEMENT SWALE PROPOSED CONCRETE SIDEWALK mPROPOSED STABILIZED GRASS ® LAKE EXCAVATION LAKE FILL _J Q f- Q H O m cn D _ - = � I - COLLIER COUNTY COURTHOUSE L �( COMPLEX r r OFFS RE UTILITIES i SWILL BE IDENTIFIED, I \ 'MARRED AND PROTECTED P 556U STAT - - _ i _ _ - _ !I - - PROPERTY - -- BOUNDARY HARRISON RD _ 1 ZONING SUMMARY SETBACKS X\ FRONDED PERMETEROFCFPUDABUTTNGNONRES DENTIAL 25 OR (1) BZ y { I PROPERLY I 1 .rte 'Z'r��rsri �rrr�riTiirii /�� Li'�airis, ?3fYy. JF -Ty - �' �. OPEN SPACEIIM'DSGPNG BOUNDARY •I II f >� EXISTING SIDEWALK (1) _ _ CURB I �(w) TOTAL _T y �1( IL, I.I REMOVE EXISTING _ / BUFFER �, RCP / / _ G 3 BAIL BONDS EXISTING 15" RCP \Y \ YI \ \ �\ 1 -(' / CURB RAMPS AR OEIECTABLE WARNING (2) TR. 5 I 155.87' SETBACK TYPE C INLET 8" RIBBON CURB TO TYPE 'F" STR. STR., I / 1�1 ISTING �" I' EXISTING STABILIZED I �I N TYPE " ' INLET II I j YPE C INLE HEADWALL INV. N.W. = MATCH ,GRATE ELEV. = 5.8 /I. ' O.Op /� INV. S.E. = O.D } /� CONTROL STRUCTURE p SURFACE TO REMAIN SIBS 9�/,1 EXISTING FLARED END INV. S.E. 0.0 INV. = 0.00 / ,r I) / GRATE ELEV. = 4.34 /INV. W. S.E. OD q' 11 VA v CrtosswaK MARKING J N FLARED END 18" RCP HEADWALL PVMiTING AREA ON APPROVED LANDSCAPE REMOVE EXISTING I..'I PUNS SHEEF U / CONTROL INV. I REMOVE EXISTING HEADWALL / B �� B STRUCTURE I`'II EXISTING 6 -STORY 9 EXISTING LAKE -I STR. # 4 JUNCTION B&I4',4• ', •. I! t CONNECT 6" PVC DOWN SPOUT TO PARKING GARAGE "P -2" ', I 0.24 ACRES I 1.98 ACRES J GRATE ELEVJ y HATCH EXISTING .8 I.. N.� H EXIST I \ 1 1 STORM STRUCTURE AT 2' MIN. BELOW FINISH GRADE CE = 3.80' N.G.V.D. i EXPANSION 5r ddddd11 .5 JI o I 96.72' SEPARATION ADD ALTERNATE i EXISTING EDGE-,,,, OF WATER Q ' 78.73 SETBACK NEW CAT OFFICES ADDITION I MATCH E %ISTING 8" RIBBON _ -� /IfIIZO �: XI 156 LF . 24" RCP (ARCHITECTURAL PLANS) EXISTING GRATE INLET /3 (REMOVE TOP TO 2.5' BELOW EXISTING GROUND AND CONSTRUCT WITH / E %1 \��\ CURB (TYP) /� BIK RACK LOCATION EXISTING GRATE INLET 2 MIN- 36" CLEAR OF (REMOVE TOP TO 2.5' BELOW SOLID SLAB TOP) ,I DRIVE - )' I �/ &�_l KEEP TORM II UNDER E %I TING DOOR EXISTING GROUND AND CONSTRUCT SOLID SLAB TOP) EDGE TO RECEIVE 3' TRUNCATED /'I - DOME MAT STRIP PER PDA EXISTING SEATING (TO BE LIMITS I., SIGN (R4 -7A )II BURIED I -, ELOCATE SPECIFICATIONS. REFERENCE REMOVED OR RELOCATED ELECTRIC i 23751' SETBACK _ AERATOR PUMP CONTROLS PER F.D.O.T. INDEX H }O4 PER OWNERS II INSTRUCTION)(TYPICAL) !I (� I I I -.:. �' o. >f Iar'v '� O _ '� ELECTRICAL PLANS 't - ✓uKi A _ ^•=r_ � i�.� i j BAS BUY (6 TOTAL) -�i� �.,... LOADING REMOV _E C PAVER BRICKS _ � Vi1V1Il1�IT. ZONING SUMMARY SETBACKS REWRED FRONDED PERMETEROFCFPUDABUTTNGNONRES DENTIAL 25 OR (1) BZ y FLUME SR 1S OR R) 20' LANDSCAPE I j ACCES80RY OPEN SPACEIIM'DSGPNG CER Pr.N 6' DOUBLE BUFFER I TYPE'F - ,. (1) .� „SEE 'TA 1, YELLOW LINE 10.2. CURB I �(w) TOTAL _T 5" RCP II'I I REMOVE EXISTING AC. -- - LAKE FlLL / BUFFER �, RCP / / STORM 31 LF 15" RCP STR. 6 5' TRANS ]ON RIBBON TR. 5 REMOVE TYPE C INLET 8" RIBBON CURB TO TYPE 'F" STR. STR., I / FLARED END STR. 6 EXISTING GRATE ELEV. - 6.30 CURB CURB AND GUTTER I �I N TYPE " ' INLET INV. =0.00 YPE C INLE HEADWALL INV. N.W. = MATCH ,GRATE ELEV. = 5.8 /I. ' O.Op /� INV. S.E. = O.D } /� CONTROL STRUCTURE GRATE ELEV. = 6. }0 INV. N.W. - MATCH EXISTING SIBS 9�/,1 EXISTING FLARED END INV. S.E. 0.0 INV. = 0.00 / ,r I) / GRATE ELEV. = 4.34 /INV. W. S.E. OD 31 LF REMOVE EXISTING J N.W. - MATCH EXIST04 SEE LITTORAL SHELF STR. LA J N FLARED END 18" RCP HEADWALL PVMiTING AREA ON APPROVED LANDSCAPE REMOVE EXISTING I..'I PUNS SHEEF U / CONTROL INV. INV. = 0.00 = 0.00 REMOVE EXISTING HEADWALL / B �� B STRUCTURE I`'II PROPOSED LAKE 1.98 ACRES AC. LAK E / CE = 3.80' N.G.V.D. EXPANSION PROPOSED i EDGE OF / WATER EXISTING EDGE-,,,, OF WATER Q ' EXISTING T.O.B�� I MATCH E %ISTING s� / 'o BANK SLOPE ED P OF BANK PROJECT LIMITS I _ ZONING SUMMARY SETBACKS REWRED FRONDED PERMETEROFCFPUDABUTTNGNONRES DENTIAL 25 OR (1) BZ BUILDING SEPARATION 023 SR PRINCIPAL 1S OR R) DOSTNG (,,) ACCES80RY OPEN SPACEIIM'DSGPNG 51,212.A NE I 11 (1) (1) 1/2 OF BUILDING HEIGHT (2) 1/2 OF SUM OF BUILDING HEIGHTS (3) S.P.S. = SAME AS PRINCIPAL STRUCTURE (4) THIS APPLICATION DOES NOT ALTER THE PREVIOUSLY APPROVED CONDITION AM w:\2Pw\wowP.w.ro wr nary r4m"T94o3 mM.N P.a.' - cezw a =.Fw. \mwr\ow3000POOCro.e.a A ' I -UI FOR RIO 9 -1D -11 JAZ I COW C -5 WAL -MART P.R. RESPONSES /I.T. MOD'S 9 -15 -11 JA.Z. I C.O.W. 9/15/11 DESIGNED DRAWN: REV REVISION OMWU. HECx MITE CHECKED: SITE SUMMARY THIN PROJECT LIMTS PUD ELEMENT SQUARE FOOTAGE ACREAGE PERCENT OF TOTALSITE 8119 LING 10,15111 023 SR NP VIOU9 14 I PROPERTY OPEN SPACEIIM'DSGPNG 51,212.A L11 3019 rWAIER ANAGEN M � 1 1 TOTAL 20 388.30 4A5 10076 "DIA TAINC.V Ii. CONSULTING CLvll FixtgmeenDB AL %. 1 VA. 1 Surveying & Mapping =9 / / ( Exhibit "A" page5of11 TOTAL 1 -- -- 412981 100.0;6 NOTES: -.. - -. - -- _- (1) PROPOSED PARKING GARAGE _ (PREVOU6LY PERMITTED PARKING GARAGE) -(FLOOR 1 INFILL) = 410.152 SF -9,646 SF 215EE f3UiLDING INFORMATION SLEET 1 FOR BUILDING TYPE d FLOOR AREA BREAKDOWN ;GRATE ELEV. = 6.0 INV N.W. - MATCH EXISTING PUD INV S. =,0.0 F COLLIER COUNTY IXII TNG RCP COUORTHHOU SE -REMOVE - PROPERTY CURB RAMP (CIS 24) BOUNDARY WITH DETECTABLE WARNING TYPE "F CURB AND GUTTER / SIDEWALK REMOVE EXISTING "R' CURB \ CROSSWALK, STOP BAR AND �F STOP SIGN f�N CURB RAMP (CIS WAIT WITH g!� DETECTABLE WARNING MATCH EXISTING SIDEWALK ELEVATION AND SLOPE j "y 1T� MATCH EXISTING BANK SLOPE d d j EXISTING ej GRATE INLET (OUTFACE) r SFWMD LAND USE TABLE SQUARE PERCENTOF LAND USE FOOTAGE ACREAGE TOTAL SITE W PAVEAIENi /SIDEWAII( 215 Wfi e9 4.98 3151 IAKF MRW 1T 222 155E OPEN SPACE 2 OTHER' 111,II14W 2.55 1816 TOTAL 82B BB8.ffi 14.44 100% G TMRAGF 4Y RAW NG PROVIIFO =(L125 SPACES ORCNN.I -Y PERMRIE - $PA�SEIYNATFONlF6 PHASE • OTHER REFERS TO BASINS DA -1100 & DA -1200 I R.W.A., INC. STATE OF FLORIDA BUSINESS CERTIFICATE N0. EB- 0007663 6610 Willow Park Drive, Suite 200 r.1AY 2010 CLIENT: COLLIER COUNTY Naples, Florida 34109 =' BOARD OF COUNTY COMMISSIONERS (239) 597 -0575 FAX: (239) 597 -05781 • = /D' WWW.00ates of AUth11 N /A TITLE: MASTER SITE PLAN AND Florida Certificates of Allthodzation EB 7663 LB 6952 �� TM ^� PAVING, GRADING AND DRAINAGE 12 50S 25E PARKING ANALYSIS TABLES: TABLEI.PARKNGREQURED THROUGHOUT COLLIER COUNTY GOVERNMENT CENTER FROM SDPMR -14128 COLLER COUNTY BUILDING GROSS'. PARKING SPACES BUILDING NAME CLASSFICATION PARKING REQUIREMENTS SO. FT. REQUIRED NOTES UBSTATON A WA N A N'A UBSTATON0 WA WA NA DING V' OFFICE 1pW SO HT. 1128 [4 LADNG'C -V IADDITION - AXCOLLECTOR OFFICE fpm SO PT. 19,3W d4 NG AOIX ON IFf.TIONS CFF%:F 1pW S0 FT 1.1,182 N ULDNG'D' RK MANAC.FM FIAT t JAX VRITATKIN OFFICE 1(.100 SO. FT 9,815 33 ULONG•E' UBD SD. R.(P16lIG) 5 (1) N4CK BAR 1200 SOFT. ON -PMUC) 1W 1 (1) BUILDING ' OM NRTRA1gN BULLING OFFICE 12W 50 FT. 80,909 2W uILUNU -G' p) PURGIASNG OFFICE IOMS0. FT, 5,825 19 BuILONG 91' MEDICAL i DENTAL OFFICE/ 12m SO. FT. 11,000 10 pl FALTH SERVICES BUILDNC OFFICE 1PW S0. FT. 89,904 233 P) 1200SO FT KIFFXF) 28,IXXI 110 BUILDING 'X IADDITON PUBLK:BULONGS &EMPLOYEE BARGEST SHIFT) NIA 150 SHERFF ISTRATONB.AL (SHERIFF STATION) v5 PRISONERS _NA ISO BU0.0N L l SUPPORT (SHERIFF STATION) 1200 SO FT. MAW 164 BULLING - -SU I UN CHILLER PILMIT INDUSTRIAL USE 1,CMPLOYEE _ -. 5.8% DU0.DNG 1' a63 COLLIER COUNTY COURTHOUSE OFFICE tpW 50 FT. 139,•N BU0.0NG 1 -I` COURTHOUSE ­EX OFFICE 1pW 50. FT. 137991 B -NG'N• AR GALL Y I6FUM musFI1M U SO. FT UN-IGARFA N525TOTA1 BUILD NG Y -1• -NG GARAGE At WA WA • •••• BU N - ` �• Eli -KING GARAGE 42 WA WA 'v ULULI(3 vs CAT FACLTTY WA WA NQ31 • 3 (4) u"D OFFK£! 1000SO. FT. 21 ENERAL SERVICES I WAREHOUSE WAREHOUSE 1!! =SO. FT Z1 • 22 12W SO FT (OFF") 12 • 62 ENLLE FACILITY PUSLOBULDFIGS ?,EMPLOYEE BARGE 6F SHIFT) : • 130 (SHERIFF STATION) 15PREONERS • 9 TOTAL 2AW NOTES + • ()ASSUMED (Z)AS UMED108N'OFFKf' /C� • 71sT FLOOR ASSUMED 1 FOCAL d DENTAL OFFICE. 2M d 3W FLOORS ASSUMED 'OFFICE' r • 4) 3 FMPIOYFFS ON SRF PARKNF. SPATES 4✓ • TABLE 2 PARKING PROVIDED THROUGHOUT COLLIER COUNTY GOVERNMENT CE R F •••••• AT-GRADE PARKING ARKINO OARM4E'P -T .119 AL' CA-' •Pa . AL 2 4 PARKIN CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 CT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER REFERENCE: PROJECT NO.: SHEET NUMBER: FILE NO.: 090300.00.00 C -5 of 11 0903000000C IJ1it rte. \IL �L 1 • 1 _ • R _ • � 1 i` REMOVE EXISTING 15" RC F REMOVE EXISTING 58 LF SFWMD LAND USE TABLE SQUARE PERCENTOF LAND USE FOOTAGE ACREAGE TOTAL SITE W PAVEAIENi /SIDEWAII( 215 Wfi e9 4.98 3151 IAKF MRW 1T 222 155E OPEN SPACE 2 OTHER' 111,II14W 2.55 1816 TOTAL 82B BB8.ffi 14.44 100% G TMRAGF 4Y RAW NG PROVIIFO =(L125 SPACES ORCNN.I -Y PERMRIE - $PA�SEIYNATFONlF6 PHASE • OTHER REFERS TO BASINS DA -1100 & DA -1200 I R.W.A., INC. STATE OF FLORIDA BUSINESS CERTIFICATE N0. EB- 0007663 6610 Willow Park Drive, Suite 200 r.1AY 2010 CLIENT: COLLIER COUNTY Naples, Florida 34109 =' BOARD OF COUNTY COMMISSIONERS (239) 597 -0575 FAX: (239) 597 -05781 • = /D' WWW.00ates of AUth11 N /A TITLE: MASTER SITE PLAN AND Florida Certificates of Allthodzation EB 7663 LB 6952 �� TM ^� PAVING, GRADING AND DRAINAGE 12 50S 25E PARKING ANALYSIS TABLES: TABLEI.PARKNGREQURED THROUGHOUT COLLIER COUNTY GOVERNMENT CENTER FROM SDPMR -14128 COLLER COUNTY BUILDING GROSS'. PARKING SPACES BUILDING NAME CLASSFICATION PARKING REQUIREMENTS SO. FT. REQUIRED NOTES UBSTATON A WA N A N'A UBSTATON0 WA WA NA DING V' OFFICE 1pW SO HT. 1128 [4 LADNG'C -V IADDITION - AXCOLLECTOR OFFICE fpm SO PT. 19,3W d4 NG AOIX ON IFf.TIONS CFF%:F 1pW S0 FT 1.1,182 N ULDNG'D' RK MANAC.FM FIAT t JAX VRITATKIN OFFICE 1(.100 SO. FT 9,815 33 ULONG•E' UBD SD. R.(P16lIG) 5 (1) N4CK BAR 1200 SOFT. ON -PMUC) 1W 1 (1) BUILDING ' OM NRTRA1gN BULLING OFFICE 12W 50 FT. 80,909 2W uILUNU -G' p) PURGIASNG OFFICE IOMS0. FT, 5,825 19 BuILONG 91' MEDICAL i DENTAL OFFICE/ 12m SO. FT. 11,000 10 pl FALTH SERVICES BUILDNC OFFICE 1PW S0. FT. 89,904 233 P) 1200SO FT KIFFXF) 28,IXXI 110 BUILDING 'X IADDITON PUBLK:BULONGS &EMPLOYEE BARGEST SHIFT) NIA 150 SHERFF ISTRATONB.AL (SHERIFF STATION) v5 PRISONERS _NA ISO BU0.0N L l SUPPORT (SHERIFF STATION) 1200 SO FT. MAW 164 BULLING - -SU I UN CHILLER PILMIT INDUSTRIAL USE 1,CMPLOYEE _ -. 5.8% DU0.DNG 1' a63 COLLIER COUNTY COURTHOUSE OFFICE tpW 50 FT. 139,•N BU0.0NG 1 -I` COURTHOUSE ­EX OFFICE 1pW 50. FT. 137991 B -NG'N• AR GALL Y I6FUM musFI1M U SO. FT UN-IGARFA N525TOTA1 BUILD NG Y -1• -NG GARAGE At WA WA • •••• BU N - ` �• Eli -KING GARAGE 42 WA WA 'v ULULI(3 vs CAT FACLTTY WA WA NQ31 • 3 (4) u"D OFFK£! 1000SO. FT. 21 ENERAL SERVICES I WAREHOUSE WAREHOUSE 1!! =SO. FT Z1 • 22 12W SO FT (OFF") 12 • 62 ENLLE FACILITY PUSLOBULDFIGS ?,EMPLOYEE BARGE 6F SHIFT) : • 130 (SHERIFF STATION) 15PREONERS • 9 TOTAL 2AW NOTES + • ()ASSUMED (Z)AS UMED108N'OFFKf' /C� • 71sT FLOOR ASSUMED 1 FOCAL d DENTAL OFFICE. 2M d 3W FLOORS ASSUMED 'OFFICE' r • 4) 3 FMPIOYFFS ON SRF PARKNF. SPATES 4✓ • TABLE 2 PARKING PROVIDED THROUGHOUT COLLIER COUNTY GOVERNMENT CE R F •••••• AT-GRADE PARKING ARKINO OARM4E'P -T .119 AL' CA-' •Pa . AL 2 4 PARKIN CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 CT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER REFERENCE: PROJECT NO.: SHEET NUMBER: FILE NO.: 090300.00.00 C -5 of 11 0903000000C IJ1it rte. \IL �L 1 • 1 _ • R _ • � 1 i` G TMRAGF 4Y RAW NG PROVIIFO =(L125 SPACES ORCNN.I -Y PERMRIE - $PA�SEIYNATFONlF6 PHASE • OTHER REFERS TO BASINS DA -1100 & DA -1200 I R.W.A., INC. STATE OF FLORIDA BUSINESS CERTIFICATE N0. EB- 0007663 6610 Willow Park Drive, Suite 200 r.1AY 2010 CLIENT: COLLIER COUNTY Naples, Florida 34109 =' BOARD OF COUNTY COMMISSIONERS (239) 597 -0575 FAX: (239) 597 -05781 • = /D' WWW.00ates of AUth11 N /A TITLE: MASTER SITE PLAN AND Florida Certificates of Allthodzation EB 7663 LB 6952 �� TM ^� PAVING, GRADING AND DRAINAGE 12 50S 25E PARKING ANALYSIS TABLES: TABLEI.PARKNGREQURED THROUGHOUT COLLIER COUNTY GOVERNMENT CENTER FROM SDPMR -14128 COLLER COUNTY BUILDING GROSS'. PARKING SPACES BUILDING NAME CLASSFICATION PARKING REQUIREMENTS SO. FT. REQUIRED NOTES UBSTATON A WA N A N'A UBSTATON0 WA WA NA DING V' OFFICE 1pW SO HT. 1128 [4 LADNG'C -V IADDITION - AXCOLLECTOR OFFICE fpm SO PT. 19,3W d4 NG AOIX ON IFf.TIONS CFF%:F 1pW S0 FT 1.1,182 N ULDNG'D' RK MANAC.FM FIAT t JAX VRITATKIN OFFICE 1(.100 SO. FT 9,815 33 ULONG•E' UBD SD. R.(P16lIG) 5 (1) N4CK BAR 1200 SOFT. ON -PMUC) 1W 1 (1) BUILDING ' OM NRTRA1gN BULLING OFFICE 12W 50 FT. 80,909 2W uILUNU -G' p) PURGIASNG OFFICE IOMS0. FT, 5,825 19 BuILONG 91' MEDICAL i DENTAL OFFICE/ 12m SO. FT. 11,000 10 pl FALTH SERVICES BUILDNC OFFICE 1PW S0. FT. 89,904 233 P) 1200SO FT KIFFXF) 28,IXXI 110 BUILDING 'X IADDITON PUBLK:BULONGS &EMPLOYEE BARGEST SHIFT) NIA 150 SHERFF ISTRATONB.AL (SHERIFF STATION) v5 PRISONERS _NA ISO BU0.0N L l SUPPORT (SHERIFF STATION) 1200 SO FT. MAW 164 BULLING - -SU I UN CHILLER PILMIT INDUSTRIAL USE 1,CMPLOYEE _ -. 5.8% DU0.DNG 1' a63 COLLIER COUNTY COURTHOUSE OFFICE tpW 50 FT. 139,•N BU0.0NG 1 -I` COURTHOUSE ­EX OFFICE 1pW 50. FT. 137991 B -NG'N• AR GALL Y I6FUM musFI1M U SO. FT UN-IGARFA N525TOTA1 BUILD NG Y -1• -NG GARAGE At WA WA • •••• BU N - ` �• Eli -KING GARAGE 42 WA WA 'v ULULI(3 vs CAT FACLTTY WA WA NQ31 • 3 (4) u"D OFFK£! 1000SO. FT. 21 ENERAL SERVICES I WAREHOUSE WAREHOUSE 1!! =SO. FT Z1 • 22 12W SO FT (OFF") 12 • 62 ENLLE FACILITY PUSLOBULDFIGS ?,EMPLOYEE BARGE 6F SHIFT) : • 130 (SHERIFF STATION) 15PREONERS • 9 TOTAL 2AW NOTES + • ()ASSUMED (Z)AS UMED108N'OFFKf' /C� • 71sT FLOOR ASSUMED 1 FOCAL d DENTAL OFFICE. 2M d 3W FLOORS ASSUMED 'OFFICE' r • 4) 3 FMPIOYFFS ON SRF PARKNF. SPATES 4✓ • TABLE 2 PARKING PROVIDED THROUGHOUT COLLIER COUNTY GOVERNMENT CE R F •••••• AT-GRADE PARKING ARKINO OARM4E'P -T .119 AL' CA-' •Pa . AL 2 4 PARKIN CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 CT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER REFERENCE: PROJECT NO.: SHEET NUMBER: FILE NO.: 090300.00.00 C -5 of 11 0903000000C IJ1it rte. \IL �L 1 • 1 _ • R _ • � 1 i` • OTHER REFERS TO BASINS DA -1100 & DA -1200 I R.W.A., INC. STATE OF FLORIDA BUSINESS CERTIFICATE N0. EB- 0007663 6610 Willow Park Drive, Suite 200 r.1AY 2010 CLIENT: COLLIER COUNTY Naples, Florida 34109 =' BOARD OF COUNTY COMMISSIONERS (239) 597 -0575 FAX: (239) 597 -05781 • = /D' WWW.00ates of AUth11 N /A TITLE: MASTER SITE PLAN AND Florida Certificates of Allthodzation EB 7663 LB 6952 �� TM ^� PAVING, GRADING AND DRAINAGE 12 50S 25E PARKING ANALYSIS TABLES: TABLEI.PARKNGREQURED THROUGHOUT COLLIER COUNTY GOVERNMENT CENTER FROM SDPMR -14128 COLLER COUNTY BUILDING GROSS'. PARKING SPACES BUILDING NAME CLASSFICATION PARKING REQUIREMENTS SO. FT. REQUIRED NOTES UBSTATON A WA N A N'A UBSTATON0 WA WA NA DING V' OFFICE 1pW SO HT. 1128 [4 LADNG'C -V IADDITION - AXCOLLECTOR OFFICE fpm SO PT. 19,3W d4 NG AOIX ON IFf.TIONS CFF%:F 1pW S0 FT 1.1,182 N ULDNG'D' RK MANAC.FM FIAT t JAX VRITATKIN OFFICE 1(.100 SO. FT 9,815 33 ULONG•E' UBD SD. R.(P16lIG) 5 (1) N4CK BAR 1200 SOFT. ON -PMUC) 1W 1 (1) BUILDING ' OM NRTRA1gN BULLING OFFICE 12W 50 FT. 80,909 2W uILUNU -G' p) PURGIASNG OFFICE IOMS0. FT, 5,825 19 BuILONG 91' MEDICAL i DENTAL OFFICE/ 12m SO. FT. 11,000 10 pl FALTH SERVICES BUILDNC OFFICE 1PW S0. FT. 89,904 233 P) 1200SO FT KIFFXF) 28,IXXI 110 BUILDING 'X IADDITON PUBLK:BULONGS &EMPLOYEE BARGEST SHIFT) NIA 150 SHERFF ISTRATONB.AL (SHERIFF STATION) v5 PRISONERS _NA ISO BU0.0N L l SUPPORT (SHERIFF STATION) 1200 SO FT. MAW 164 BULLING - -SU I UN CHILLER PILMIT INDUSTRIAL USE 1,CMPLOYEE _ -. 5.8% DU0.DNG 1' a63 COLLIER COUNTY COURTHOUSE OFFICE tpW 50 FT. 139,•N BU0.0NG 1 -I` COURTHOUSE ­EX OFFICE 1pW 50. FT. 137991 B -NG'N• AR GALL Y I6FUM musFI1M U SO. FT UN-IGARFA N525TOTA1 BUILD NG Y -1• -NG GARAGE At WA WA • •••• BU N - ` �• Eli -KING GARAGE 42 WA WA 'v ULULI(3 vs CAT FACLTTY WA WA NQ31 • 3 (4) u"D OFFK£! 1000SO. FT. 21 ENERAL SERVICES I WAREHOUSE WAREHOUSE 1!! =SO. FT Z1 • 22 12W SO FT (OFF") 12 • 62 ENLLE FACILITY PUSLOBULDFIGS ?,EMPLOYEE BARGE 6F SHIFT) : • 130 (SHERIFF STATION) 15PREONERS • 9 TOTAL 2AW NOTES + • ()ASSUMED (Z)AS UMED108N'OFFKf' /C� • 71sT FLOOR ASSUMED 1 FOCAL d DENTAL OFFICE. 2M d 3W FLOORS ASSUMED 'OFFICE' r • 4) 3 FMPIOYFFS ON SRF PARKNF. SPATES 4✓ • TABLE 2 PARKING PROVIDED THROUGHOUT COLLIER COUNTY GOVERNMENT CE R F •••••• AT-GRADE PARKING ARKINO OARM4E'P -T .119 AL' CA-' •Pa . AL 2 4 PARKIN CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 47059 CT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER REFERENCE: PROJECT NO.: SHEET NUMBER: FILE NO.: 090300.00.00 C -5 of 11 0903000000C IJ1it rte. \IL �L 1 • 1 _ • R _ • � 1 i` OIL LEGEND: EXISTING SIDEWALK - PROPOSED PAVEMENT SWALE PROPOSED CONCRETE SIDEWALK PROPOSED STABILIZED GRASS TO 2" CONNECT FORCEMNN TO GRAVITY SEWER FORCE MAIN UNDER 11 PER DIAL q % BURIED ELECTRIC 45' BEND f --— -�� -/ -- INSTALL 2' 45' BEND '45' BEND PLUG VALVE t j �_,- DIP FORCEMAIN UNDER EXISTING " CONFUCT. (TYP) 3,f I r -_ I I I I I I \ I I I I l� - I �h I �I I I I� PUD 1 i �1 COURTHOUSE I Q (i ( SHADOWS SHOPPING i Ctl I II CENTER + Q ^^II Cn I Q II 1 II I � I.I I � V) I � I I I I I L, II LI l I' I I I I jjI i i I L{ I I I PROPOSED 2 "" CASING (43I IN 0 IF TOTAL) III PROPERT J / ' C -3 BOUNDPRI' BAIL BOND, E %ISTING IRRIGATI N b MAN (2) 2" CONOUITS - FPL) us eAnemco Rro l I li I I I I I I I I I II Q ISSUED FOR BID 9 -30 -11 J Q P.R. RESPONSES /I.T. MOD'S 9 -15 -11 _i NAME DATE "DAI TA INC. DESIGNED: JAZ os /to / P18t1mng PTN OS /10 V13Ue117.eUOd DRAWN: CONSULTING CivilFxginee<mg CHECKED: cow o5 /10 i \ T Tl 1 Sluveying & Mapping PUD COLLIER COUNTY COURTHOUSE ,�OMPLEX 6610 Willow Park Drive, Suite 200 Lay 2010 Naples, Florida 34109 (239) 597 -0575 FAX: (239) 597 -0576 w .consuh- rwa.com Florida Certificates of Authorization N/A EB 7663 LB 6952 sLa rw _ RMA_ INC. TITLE: I \ I -' } 6" CI " "1/ EXISTING $ANITAItY ` *\ 'I I I I fl V y �\ 1 RM I NAPLES I I I STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS MASTER WATER AND SEWER PLAN {ti EXISTING y �E %ISTING FIBER OPTIC CABLE CHRISTOPHER 0. WRIGHT, P.E. Exhibit "A" page 6 of 11 IN V ; No. 47'059 • STAO i I10C O t FLORIDA •: �� i •. /1f NAL �,�e�. X11110 STATE OF FLORIDA LICENSE NO. 47059 PROJECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER ROSS REFERENCE: PROJECT NO.: SHEET NUMBER: FILE NO.: 090300.00.00 C -6 of 1 1 09030000( 'IV 48^ S/,f q /Y/ NOTES: 1. SIDEWALK $ THAT INTERSECT OTHER THAN 90' NEED TO MAINTAIN THE MINIMUM DEPTH OF 2 FEET AT ITS ........... NARROWEST POINT. ADA" ALSO REQUIRES THAT IN THESE ANGLED TRUNCATED DOME SITUATIONS THE TRUNCATED DOMES PREMOLDED MAT ROWS MUST ALIGN WITH THE SIDEWALK FOR SMOOTH WHEELCHAIR 1-LCLl PASSAGE. COMPACTED FILL—/ NOTES: 1. CONSTRUCTION JOINTS NOT SHOWN OR SPECIFIED SHALL BE LOCATED AS TO LEAST IMPAIR THE STRENGTH AND APPEARANCE OF THE WORK. PLACEMENT OF CONCRETE SHALL BE CARRIED ON AT SUCN A RATE THAT THE SURFACES OF CONCRETE WHICH HAVE BEEN CARRIED TO JOINT LEVELS WILL NOT HAVE ATTAINED INITIAL SET BEFORE ADDITIONAL CONCRETE IS PLACED THEREON. 2. CONTRACTION JOINTS MAY BE OF THE OPEN TYPE OR SAWED. CONSTRUCTION PROCEDURES OF CONTRACTION JOINTS SHALL CONFORM TO THE SPECIFICATIONS SET FORTH IN THE "FDOT SPEC.' TYPE A CONTRACTION JOINT DETAIL N.T.S. PROP. PAVT. PROP. PA VT. ESTABLISHED IN ESTABLISHED IN DETAIL PLANS DETAIL PLANS PROVIDE SMOOTH / SECTION_ —_� SECTION A —A PROP. PAW. CONCRETE FLUME GRADE TO PLAN GRACE __F ESTABLI SHED IN DETAIL PLANS MIN SLOPE IS SECTION B —B (MAY DRAIN FROM ANY POINT DESIGNATED IN THE PLANS OR AS ADJUSTED 13Y THE ENGINEER DURING CONSTRUCTION) icr 1 J. All — AM W \300➢ \oAJro.00.00 G1 — _ \0000 — O - P-1 wo.bp. \R.g1\OxOm0000001.4p ISSUED FOR BID 9 -30 -11 P.R. RESPONSES /LT. MOD'$ 9 -15 -11 PROVIDE APPROXIMATELY A MINIMUM OF 0.20,5 GRADE ON GUTTER, SLIGHTLY WARPING THE SURFACE OF THE MEDAN PAVEMENT IF NECESSARY, WITHIN LIMITS OF CURB AND GUTTER. CONSTRUCT A DRAINAGE FLUME OR FLUMES AT THE P01M OR POINTS OF LOW TRUNCATED DOME 1/2' PREFORMED PREMOLDED MAT EXPANSION JOINT (SEE VARIES (SEE PLAN) 1/2' R (TYP.) CURB DETAIL) BROOM FINISH Ixx. y 1x 6' x 6' - ! 6 -6 45' COMPACTED FILL WELDED WIRE MESH NOTES: OR FIBER MESH 8 8 "LIMEROCK 1. SUBGRADE SHALL BE SAND, COMPACTED TO A FIRM EVEN SURFACE. TRUE TO GRADE AND CROSS- SECTION, AND BE MOIST WHEN CONCRETE IS PLACED. 2. SIDEWALK SWILL HAVE CONTRACTION JOINTS AT 5' INTERVALS. 3. SIDEWALK AND CONCRETE MEDIANS SHALL BE CONSTRUCTED WITH EXPANSION JOINTS AT POINTS OF WALK OR MED" TERMINATION AGAINST AN UNYIELDING SURFACE AT THE INTERVALS NOT TO EXCEED 120'_ TYPICAL SIDEWALK SECTION WITH THICKENED EDGE N T.S. VARIES SEE PLAN MINE BROOM FINISH e' e COMPACTED FILL 6' WELDED WIRE MESH NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 P.S.I. IN 26 DAYS. REINFORCING SHALL BE 6" x 6" - M 6 -6 WELDED WIRE MESH. 2. SUBGRADE SHALL BE SAND, COMPACTED TO A FIRM EVEN SURFACE, TRUE TO GRADE AND CROSS - SECTION, AND BE MOIST WHEN CONCRETE IS PLACED. 3. SIDEWALK SHALL HAVE CONTRACTION JOINTS AT 5' INTERVALS. 4. SIDEWALK AND CONCRETE MEDIANS SHALL BE CONSTRUCTED WITH EXPANSION JOINTS AT POINTS OF WALK OR MEDIAN TERMINATION AGAINST AN UNYIELDING SURFACE AT THE INTERVALS NOT TO EXCEED 120'. TYPICAL SIDEWALK DETAIL (PRIVATE DEVELOPMENT N.T.S. 4' 3" SECTION CC FLUME DETAIL CONCRETE FLUME DETAIL N T.S. A T 8' FOR TYPE F CURB " FOR TYPE F CURB ) UNLESS TMENT IN PUNS INAMEJ DATE DAI / / _INC. DESIGNED: JAZ 05/10 Planning PIN OS /l0 Visualization DRAWN: CONSULTING Civil 13119 eEing CHECKED: COW D_,, AL \ IF T L JL Surveying & Mapping TYPE "F" CURB & GUTTER N.T.S. 12 WHITE 6" WHITE / STRIP_ STRIPE - 5. -- ­6" WHITE STRIPE CROSSWALK MARKING DETAIL N.T.S. >k RaTro W1dM (447n. ) Rasp And Sidewalk Curb \21 LoMln9 Exhibit "A" page 7 of 11 4' -7' 2 3/8' O.D. HEAVY WALLED STEEL PIPE BICYCLE RACK, 18' FINISH TO BE SELECTED BY 16•X16•%20' TYP. ARCHITECT. CONCRETE FOOTING IN GROUND ANCHOR MOUNT. FOLLOW `m MANUFACTURER'S SPECS 4" CONCRETE WOVEN 1' -4 WIRE MESH REINFORCING (SEE TYPICAL CONCRETE SIDEWALK DETAL) - '1 5 .•1.5'.' y MIN + 'MIN. Uf" TYPE CONCRETE 0.02 BIKE RACK DETAIL N.T.S COMPACTION NOTES: ° 12" STABILIZED ° SUBGRADE° ° 1. THE LI MEROCK BASE SHALL BE COMPACTED TO 98K OF THE MAXIMUM DENSITY, IN ACCORDANCE WITH AASHTO T -180 AND THE ENGINEERS TECHNICAL SPECIFICATIONS. Z BARS 2. THE 12" STABILIZED SUBGRADE SHALL BE COMPACTED TO CONTINUOUS INUOUS 98% OF THE MAXIMUM DENSITY , PER AASHTO T -180. NOTE: 3. THE PROPOSED FILL SHALL BE COMPACTED IN 12' LIFTS CONCRETE TO BE 4,000 P.S.I. TO 98% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH WITH MAXIMUM SLUMP OF 4' AASHTO T -180 AND THE ENGINEERS TECHNICAL SPECIFICATIONS. TYPICAL PAVEMENT SECTION WITH RIBBON CURB DETAIL NT S Romp And Sidewalk Cu 1: l- -/ Vol carwl 5' Min. JJrr 1 Z,?�AER 0 Max , •�` �CGENS •••, �(,,� /i (1:12 � Q • V • �1� . t No I(/�gFJF�05 DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURB RAMPS FOR LINEAR PEDESTRIAN TRAF� NT.S l� R.W.A, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORID�I 6610 Willow Park Drive, Suite 200 wMAY 2010 CLIENT: COLLIER COUNTY Naples, Florida 34109 H4.S,SHO: BOARD OF COUNTY COMMISSIONERS (239) 597 -0575 FAX: (239) 597 -0576 AS SHOWN TRLE: w Uconsult- rwa.corn .sear. Florida Certificates of Authorization PAVING DETAILS EB 7663 LB 6952 c. TWP Rcs (�{T 2. WHEN THERE IS A TYPICAL CURB 4. ALL SIDEWALKS. CURBS RAMPS & PEDESTRIAN CROSSINGS SHALL BE RAMP AND DROP CURB THE DOME CONSTRUCTED IN CONFORMANCE WITH THE CURRENT EDITION OF THE — MAT SHOULD BE POSITIONED 2' aw Y 60' RCTED DOME BEHIND THE BACK OF THE DROP CURB DUE TO THE INTER FA CE OF THE CURB -TO- SIDEWALK JOINT. DO CURB (TYPICAL) MINIMUM DEO MAT FASTENED TO NOT PLACE DOME MATTING OVER CONCRETE JOINTS PLAN FOR ADDITIONAL SPECIFICATIONS AND TRUNCATED DOME DETAILS. SURFACE PER gq^ qg• gq• fi. REFERENCE PLAN FOR CURB RAMP PECIFICATIONS 3. A HANDICAPPED ACCES AT A FLUSH (CA) SPECIFICATION KWALKWAY SIDEWALK -TO- ASPHALT TRANSITION i DOES NOT INVOLVE A CURB. THEREFORE THE 2 FOOT DEEP H i TRUNCATED DOME MAT SHOULD BE PREMOLDED MAT rc POSITIONED WITHIN 2 INCHES OF THE ROADWAY SURFACE. COMPACTED FILL—/ NOTES: 1. CONSTRUCTION JOINTS NOT SHOWN OR SPECIFIED SHALL BE LOCATED AS TO LEAST IMPAIR THE STRENGTH AND APPEARANCE OF THE WORK. PLACEMENT OF CONCRETE SHALL BE CARRIED ON AT SUCN A RATE THAT THE SURFACES OF CONCRETE WHICH HAVE BEEN CARRIED TO JOINT LEVELS WILL NOT HAVE ATTAINED INITIAL SET BEFORE ADDITIONAL CONCRETE IS PLACED THEREON. 2. CONTRACTION JOINTS MAY BE OF THE OPEN TYPE OR SAWED. CONSTRUCTION PROCEDURES OF CONTRACTION JOINTS SHALL CONFORM TO THE SPECIFICATIONS SET FORTH IN THE "FDOT SPEC.' TYPE A CONTRACTION JOINT DETAIL N.T.S. PROP. PAVT. PROP. PA VT. ESTABLISHED IN ESTABLISHED IN DETAIL PLANS DETAIL PLANS PROVIDE SMOOTH / SECTION_ —_� SECTION A —A PROP. PAW. CONCRETE FLUME GRADE TO PLAN GRACE __F ESTABLI SHED IN DETAIL PLANS MIN SLOPE IS SECTION B —B (MAY DRAIN FROM ANY POINT DESIGNATED IN THE PLANS OR AS ADJUSTED 13Y THE ENGINEER DURING CONSTRUCTION) icr 1 J. All — AM W \300➢ \oAJro.00.00 G1 — _ \0000 — O - P-1 wo.bp. \R.g1\OxOm0000001.4p ISSUED FOR BID 9 -30 -11 P.R. RESPONSES /LT. MOD'$ 9 -15 -11 PROVIDE APPROXIMATELY A MINIMUM OF 0.20,5 GRADE ON GUTTER, SLIGHTLY WARPING THE SURFACE OF THE MEDAN PAVEMENT IF NECESSARY, WITHIN LIMITS OF CURB AND GUTTER. CONSTRUCT A DRAINAGE FLUME OR FLUMES AT THE P01M OR POINTS OF LOW TRUNCATED DOME 1/2' PREFORMED PREMOLDED MAT EXPANSION JOINT (SEE VARIES (SEE PLAN) 1/2' R (TYP.) CURB DETAIL) BROOM FINISH Ixx. y 1x 6' x 6' - ! 6 -6 45' COMPACTED FILL WELDED WIRE MESH NOTES: OR FIBER MESH 8 8 "LIMEROCK 1. SUBGRADE SHALL BE SAND, COMPACTED TO A FIRM EVEN SURFACE. TRUE TO GRADE AND CROSS- SECTION, AND BE MOIST WHEN CONCRETE IS PLACED. 2. SIDEWALK SWILL HAVE CONTRACTION JOINTS AT 5' INTERVALS. 3. SIDEWALK AND CONCRETE MEDIANS SHALL BE CONSTRUCTED WITH EXPANSION JOINTS AT POINTS OF WALK OR MED" TERMINATION AGAINST AN UNYIELDING SURFACE AT THE INTERVALS NOT TO EXCEED 120'_ TYPICAL SIDEWALK SECTION WITH THICKENED EDGE N T.S. VARIES SEE PLAN MINE BROOM FINISH e' e COMPACTED FILL 6' WELDED WIRE MESH NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 P.S.I. IN 26 DAYS. REINFORCING SHALL BE 6" x 6" - M 6 -6 WELDED WIRE MESH. 2. SUBGRADE SHALL BE SAND, COMPACTED TO A FIRM EVEN SURFACE, TRUE TO GRADE AND CROSS - SECTION, AND BE MOIST WHEN CONCRETE IS PLACED. 3. SIDEWALK SHALL HAVE CONTRACTION JOINTS AT 5' INTERVALS. 4. SIDEWALK AND CONCRETE MEDIANS SHALL BE CONSTRUCTED WITH EXPANSION JOINTS AT POINTS OF WALK OR MEDIAN TERMINATION AGAINST AN UNYIELDING SURFACE AT THE INTERVALS NOT TO EXCEED 120'. TYPICAL SIDEWALK DETAIL (PRIVATE DEVELOPMENT N.T.S. 4' 3" SECTION CC FLUME DETAIL CONCRETE FLUME DETAIL N T.S. A T 8' FOR TYPE F CURB " FOR TYPE F CURB ) UNLESS TMENT IN PUNS INAMEJ DATE DAI / / _INC. DESIGNED: JAZ 05/10 Planning PIN OS /l0 Visualization DRAWN: CONSULTING Civil 13119 eEing CHECKED: COW D_,, AL \ IF T L JL Surveying & Mapping TYPE "F" CURB & GUTTER N.T.S. 12 WHITE 6" WHITE / STRIP_ STRIPE - 5. -- ­6" WHITE STRIPE CROSSWALK MARKING DETAIL N.T.S. >k RaTro W1dM (447n. ) Rasp And Sidewalk Curb \21 LoMln9 Exhibit "A" page 7 of 11 4' -7' 2 3/8' O.D. HEAVY WALLED STEEL PIPE BICYCLE RACK, 18' FINISH TO BE SELECTED BY 16•X16•%20' TYP. ARCHITECT. CONCRETE FOOTING IN GROUND ANCHOR MOUNT. FOLLOW `m MANUFACTURER'S SPECS 4" CONCRETE WOVEN 1' -4 WIRE MESH REINFORCING (SEE TYPICAL CONCRETE SIDEWALK DETAL) - '1 5 .•1.5'.' y MIN + 'MIN. Uf" TYPE CONCRETE 0.02 BIKE RACK DETAIL N.T.S COMPACTION NOTES: ° 12" STABILIZED ° SUBGRADE° ° 1. THE LI MEROCK BASE SHALL BE COMPACTED TO 98K OF THE MAXIMUM DENSITY, IN ACCORDANCE WITH AASHTO T -180 AND THE ENGINEERS TECHNICAL SPECIFICATIONS. Z BARS 2. THE 12" STABILIZED SUBGRADE SHALL BE COMPACTED TO CONTINUOUS INUOUS 98% OF THE MAXIMUM DENSITY , PER AASHTO T -180. NOTE: 3. THE PROPOSED FILL SHALL BE COMPACTED IN 12' LIFTS CONCRETE TO BE 4,000 P.S.I. TO 98% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH WITH MAXIMUM SLUMP OF 4' AASHTO T -180 AND THE ENGINEERS TECHNICAL SPECIFICATIONS. TYPICAL PAVEMENT SECTION WITH RIBBON CURB DETAIL NT S Romp And Sidewalk Cu 1: l- -/ Vol carwl 5' Min. JJrr 1 Z,?�AER 0 Max , •�` �CGENS •••, �(,,� /i (1:12 � Q • V • �1� . t No I(/�gFJF�05 DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURB RAMPS FOR LINEAR PEDESTRIAN TRAF� NT.S l� R.W.A, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORID�I 6610 Willow Park Drive, Suite 200 wMAY 2010 CLIENT: COLLIER COUNTY Naples, Florida 34109 H4.S,SHO: BOARD OF COUNTY COMMISSIONERS (239) 597 -0575 FAX: (239) 597 -0576 AS SHOWN TRLE: w Uconsult- rwa.corn .sear. Florida Certificates of Authorization PAVING DETAILS EB 7663 LB 6952 c. TWP Rcs (�{T - \ 4. ALL SIDEWALKS. CURBS RAMPS & PEDESTRIAN CROSSINGS SHALL BE ,-I CONSTRUCTED IN CONFORMANCE WITH THE CURRENT EDITION OF THE — — • - - - - -- AMERICANS WITH DISABILITY ACT. rWWW. USDOT GOV /CRT /AOA /PDAHOMI HTMI CURB (TYPICAL) 5. REFERENCE F.D.O.T. INDEX 1 304 PLAN FOR ADDITIONAL SPECIFICATIONS AND TRUNCATED DOME DETAILS. gq^ qg• gq• fi. REFERENCE PLAN FOR CURB RAMP (CA) SPECIFICATION CURB TRUNCATED DOME PREMOLDED MAT PROFILE N T.S. 0 u - FILL JOINT WITH T I � \z ' -F- E - d d d d COMPACTED FILL—/ NOTES: 1. CONSTRUCTION JOINTS NOT SHOWN OR SPECIFIED SHALL BE LOCATED AS TO LEAST IMPAIR THE STRENGTH AND APPEARANCE OF THE WORK. PLACEMENT OF CONCRETE SHALL BE CARRIED ON AT SUCN A RATE THAT THE SURFACES OF CONCRETE WHICH HAVE BEEN CARRIED TO JOINT LEVELS WILL NOT HAVE ATTAINED INITIAL SET BEFORE ADDITIONAL CONCRETE IS PLACED THEREON. 2. CONTRACTION JOINTS MAY BE OF THE OPEN TYPE OR SAWED. CONSTRUCTION PROCEDURES OF CONTRACTION JOINTS SHALL CONFORM TO THE SPECIFICATIONS SET FORTH IN THE "FDOT SPEC.' TYPE A CONTRACTION JOINT DETAIL N.T.S. PROP. PAVT. PROP. PA VT. ESTABLISHED IN ESTABLISHED IN DETAIL PLANS DETAIL PLANS PROVIDE SMOOTH / SECTION_ —_� SECTION A —A PROP. PAW. CONCRETE FLUME GRADE TO PLAN GRACE __F ESTABLI SHED IN DETAIL PLANS MIN SLOPE IS SECTION B —B (MAY DRAIN FROM ANY POINT DESIGNATED IN THE PLANS OR AS ADJUSTED 13Y THE ENGINEER DURING CONSTRUCTION) icr 1 J. All — AM W \300➢ \oAJro.00.00 G1 — _ \0000 — O - P-1 wo.bp. \R.g1\OxOm0000001.4p ISSUED FOR BID 9 -30 -11 P.R. RESPONSES /LT. MOD'$ 9 -15 -11 PROVIDE APPROXIMATELY A MINIMUM OF 0.20,5 GRADE ON GUTTER, SLIGHTLY WARPING THE SURFACE OF THE MEDAN PAVEMENT IF NECESSARY, WITHIN LIMITS OF CURB AND GUTTER. CONSTRUCT A DRAINAGE FLUME OR FLUMES AT THE P01M OR POINTS OF LOW TRUNCATED DOME 1/2' PREFORMED PREMOLDED MAT EXPANSION JOINT (SEE VARIES (SEE PLAN) 1/2' R (TYP.) CURB DETAIL) BROOM FINISH Ixx. y 1x 6' x 6' - ! 6 -6 45' COMPACTED FILL WELDED WIRE MESH NOTES: OR FIBER MESH 8 8 "LIMEROCK 1. SUBGRADE SHALL BE SAND, COMPACTED TO A FIRM EVEN SURFACE. TRUE TO GRADE AND CROSS- SECTION, AND BE MOIST WHEN CONCRETE IS PLACED. 2. SIDEWALK SWILL HAVE CONTRACTION JOINTS AT 5' INTERVALS. 3. SIDEWALK AND CONCRETE MEDIANS SHALL BE CONSTRUCTED WITH EXPANSION JOINTS AT POINTS OF WALK OR MED" TERMINATION AGAINST AN UNYIELDING SURFACE AT THE INTERVALS NOT TO EXCEED 120'_ TYPICAL SIDEWALK SECTION WITH THICKENED EDGE N T.S. VARIES SEE PLAN MINE BROOM FINISH e' e COMPACTED FILL 6' WELDED WIRE MESH NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 P.S.I. IN 26 DAYS. REINFORCING SHALL BE 6" x 6" - M 6 -6 WELDED WIRE MESH. 2. SUBGRADE SHALL BE SAND, COMPACTED TO A FIRM EVEN SURFACE, TRUE TO GRADE AND CROSS - SECTION, AND BE MOIST WHEN CONCRETE IS PLACED. 3. SIDEWALK SHALL HAVE CONTRACTION JOINTS AT 5' INTERVALS. 4. SIDEWALK AND CONCRETE MEDIANS SHALL BE CONSTRUCTED WITH EXPANSION JOINTS AT POINTS OF WALK OR MEDIAN TERMINATION AGAINST AN UNYIELDING SURFACE AT THE INTERVALS NOT TO EXCEED 120'. TYPICAL SIDEWALK DETAIL (PRIVATE DEVELOPMENT N.T.S. 4' 3" SECTION CC FLUME DETAIL CONCRETE FLUME DETAIL N T.S. A T 8' FOR TYPE F CURB " FOR TYPE F CURB ) UNLESS TMENT IN PUNS INAMEJ DATE DAI / / _INC. DESIGNED: JAZ 05/10 Planning PIN OS /l0 Visualization DRAWN: CONSULTING Civil 13119 eEing CHECKED: COW D_,, AL \ IF T L JL Surveying & Mapping TYPE "F" CURB & GUTTER N.T.S. 12 WHITE 6" WHITE / STRIP_ STRIPE - 5. -- ­6" WHITE STRIPE CROSSWALK MARKING DETAIL N.T.S. >k RaTro W1dM (447n. ) Rasp And Sidewalk Curb \21 LoMln9 Exhibit "A" page 7 of 11 4' -7' 2 3/8' O.D. HEAVY WALLED STEEL PIPE BICYCLE RACK, 18' FINISH TO BE SELECTED BY 16•X16•%20' TYP. ARCHITECT. CONCRETE FOOTING IN GROUND ANCHOR MOUNT. FOLLOW `m MANUFACTURER'S SPECS 4" CONCRETE WOVEN 1' -4 WIRE MESH REINFORCING (SEE TYPICAL CONCRETE SIDEWALK DETAL) - '1 5 .•1.5'.' y MIN + 'MIN. Uf" TYPE CONCRETE 0.02 BIKE RACK DETAIL N.T.S COMPACTION NOTES: ° 12" STABILIZED ° SUBGRADE° ° 1. THE LI MEROCK BASE SHALL BE COMPACTED TO 98K OF THE MAXIMUM DENSITY, IN ACCORDANCE WITH AASHTO T -180 AND THE ENGINEERS TECHNICAL SPECIFICATIONS. Z BARS 2. THE 12" STABILIZED SUBGRADE SHALL BE COMPACTED TO CONTINUOUS INUOUS 98% OF THE MAXIMUM DENSITY , PER AASHTO T -180. NOTE: 3. THE PROPOSED FILL SHALL BE COMPACTED IN 12' LIFTS CONCRETE TO BE 4,000 P.S.I. TO 98% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH WITH MAXIMUM SLUMP OF 4' AASHTO T -180 AND THE ENGINEERS TECHNICAL SPECIFICATIONS. TYPICAL PAVEMENT SECTION WITH RIBBON CURB DETAIL NT S Romp And Sidewalk Cu 1: l- -/ Vol carwl 5' Min. JJrr 1 Z,?�AER 0 Max , •�` �CGENS •••, �(,,� /i (1:12 � Q • V • �1� . t No I(/�gFJF�05 DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURB RAMPS FOR LINEAR PEDESTRIAN TRAF� NT.S l� R.W.A, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORID�I 6610 Willow Park Drive, Suite 200 wMAY 2010 CLIENT: COLLIER COUNTY Naples, Florida 34109 H4.S,SHO: BOARD OF COUNTY COMMISSIONERS (239) 597 -0575 FAX: (239) 597 -0576 AS SHOWN TRLE: w Uconsult- rwa.corn .sear. Florida Certificates of Authorization PAVING DETAILS EB 7663 LB 6952 c. TWP Rcs (�{T eb ,-I NAB %,\\ PROJECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER CROSS REFERENCE: PROJECT NO.: SHEET NUMBER: FILE NO.: 090 00 C -7 of 11 09030000( Pr 4. W = -8' R Fm FENCE W S W.T. CONTROL ELEV. 3.80 ELEV 3, / 6 / (MIN.) y BOTTOM OF BIOSWALE_ ELEV. = 5.30 `BREAK POINT SECTION A —A ELEV. _ -6.20 N.T.S. (LAKE ADJACENT TO TRANSFER STATION) VARIES VARI 12' - TABIUZED ` ` SUBGRADE (LBR 40) LOADI VARIES PLATFI 12' 0' - 18' 8.0 LANE TRAVEL LANE BUS LOADING BAY 3' STD. EcaETE 2 3' TYPE S -1 ASPHALTIC UNDERDRAIN DETAIL CONCRETE OR I. UNDERDRAN SE MEET MOT DESIGN STANDARD rEQUIVALENT (2 COURSES) 2. UNDERDPAN PIPE - 6' SMOOTH OR, CORRUGATED EOUNALENT. "C' I B' LIMEROCK BASE ELEV' 4. COARSE AGGREGATE BED SH EXTEND 12' BEYOND END OF UNDERDRAN PIPE. ELEV. = 6.86, (PRIMED) 100) - 8.0 C �,•\ UR8 TABIUZED ` ` SUBGRADE (LBR 40) 30' MIN. \` EXISTING 2' PVC 4' PVC IRRIGATION MAIN WATER MAIN 8.0 EXISTING e' DIP FIRE MAIN TOP OF BANK ELEV. = 7.50. (VARIES) S INSTAL I. L SILT EXISTING FENCE GROUND 2' - CURB EDGE OF PAVEMENT ELEV. PER PUN K StLPE lin TOP OF BANK ELEV. = Aft ws WT. = rnrgr9Ol F1 Fv = 20' 40' W.S.W.T = CONTROL ELEV = 380 4 MIN. 56' =6.50 EXIS ING GROUND SECTION C —C BOTTOM OF BO! ELEV. _ N.T.S. GROUND L— AREA OF EXCAVATION M — 7 7---- /�/ 7/7/" AREA Of - / EXCAVATION- BREAK - NT ELEV. 2 _ -6.20 SECTION B —B N.T.S. (LAKE ADJACENT TO PROPERTY LINE) 'F' GUTTER TRAVEL LANE SECTION D —D BREAK POINT) IL N T.S. ELEV. _ -6.2. 2 zoo, r.o Aa w:�zw'�o'owo.00.00 ur rme.r., sem,nocw wmw, o.,�, - cemml we.ape \R«o.td'owor000eoe.d.' xQ J ISSUED FOR BID 9 -30 -11 J A P.R. RESPONSES /I.T. MOD'S 9 -15 -11 J OF PAVEMENT PER PLAN W.S.W.T. - CONTROL ELEV. = 3.80 7711-7 - -7 MATCH WE BOTTOM ELEV. - -8' EDGE OF WATER USF GRATE I I OPENINGS FOR PIPE PER-2j.. PLAN 2' 8' e' PLAN /� \ \ MATCH LAKE BOTTOM ELEV. IF 12" WIDE �iTIE IXIBRIG WV. rE EIEV . 5.5 Z4' RLS NSFE 5e SECTION A - SECTION R -R E>EV on STRUCTURE #3STRUCTURE�3 D�AIL MODIFIED TYPE 'DMODIFIED TYPE 'D' INLL V.d See Index 201 5' -5' 15' Mar. For Reinf. Mod. For Depth, 13' To 15' {.�5' -5- 5. 21" 4' -1' 21 I r 7 - cmte Eye Bolt a 8' /4 Bon r O 12• Ctn. 4'1 eo TYPED n• ml< v O Recommended Ma.Imum Pipe Size: S o v 3'-1' Woll -24' Pe EC 4' -1' Woll -36' PiPe Straight Bon 2 ".3/16' Recu"Iine B" 1- 1/2'.3/16' Bond' 1- 1/2'.1/4' App-. Weight 1B0 Lba. F.D.O.T. TYPE "Dr' CATCH BASIN N.T.S Exhibit "A" III 2._4. page 8 of 11 \2' 4- 2t— 2' —� 2 -3/4' COVE R R O O I I I I I I T-- C= I I I I J 2'-4- n 1�1 2 f•- 1a I L -- _J uss Izs RING ulo rr c —C 1= APPROX. WEIGHT 235 LBS. L J GRATE DETAIL LAN B' 1 2' 1 B' 1 - 5 3/4� 5 3/4' �� Ri1i b+usii110+r j•t GRATE ELEVATION PER L J 24' DW. po.C. E.cN vr,>'• PUN (SHEET q) a /5a e•o.c. GRATE o- _ a• EYE SOLT / 5 O 12' CI. SEE INDEX 201 �` F 511E INV - 3.8' iNVORT Et£VAROx - �ne UNDER DRAN _ CONNECTION /4 BARS O 12' CTRS. PIPE OPENINGS STRUCTURE INVERT / s s e' o.c. k INVERTS P�ERN RECOMMENDED NAX PIPE SIZE LtlWEST PIPE INVERT -1' / 5 • ,z' oc. 2' -0' WNl -18' PIPE 3' -1' WA - -24' PIPE SECTION SECTION JUNCTION BOX DETAIL TYPE "C" CATCH NTS. BASIN STRUCTURE N.T.S. Mich Pnvideeho.128 I.- q Bt=I Area Pe Foot ewn Wove Muy E Provided TM Wine M A MYll— 01 2• N Ma.imum Of 8' Lm ee��eeseeamm ®tea SECTION CC ed�aiuw scdoo loala sae„ �a.1 II (.yeoml Slnpe g I R I L BJ PLAN OPTIONAL SHAPE UO) ,1 nEl 1 \ R I P— aI E e. WdI C wee END VIEW Mw. Tz N El. 51RNRrt RAM SECTION AA SECTION BB REINFORCED CONCRETE JACKET DETAIL it FLARED END SECTION DESIGN NOTES `""r pe. w "°,e °'° "`°°' °'e w °°' `d.'" r ° le o. .4� wmMe �wN =� =e r�nw,4.e.b,.awd=W., PW a�.�rwwlp.d�W r�, B..e .die rwa W w ` • O / �' ••. NaIEe4 1n.. m m w Ka• .a. db r m ea s,uu N..RAa.. w ,a ,.wae dam=. een w+•.. w ve+r4 vrp, .In. spuw .em ._. , W. m, pe,veed d=N Fad W r e.,a,e n P1/ w w, / /a I N. amp a mdd 4 m,d N , r 59 .e. _ • • _ GENERAL NOTES / 3 :T = ••,d... „ r edn... m. d .. =e. �, • � � repr.Pmw,E N a„ ,eel, eeew. Oun+nme,I M/om=A .W m.w d ddv w mW v w =# d dr. • , rna wma, aN r Nro W Rn weans M Ilu,a w rvlbn I,eeq am�ra� tier Mn ♦ ,rr 1p w,vw w Iry w .ce'a. ra a Vleaa Ywn. sa b rpuw r w se. laanq E­ vne . nMa r W w nwpe � ..m. . � . � 1— f' S� CE R.WA, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 NAME DATE INC. 6610 Willow Park Drive, Suite 200 `µAY 2010 CLIENT: COLLIER COUNTY DESIGNED: JAZ 05/10 DIVA $ , Naples, Florida 34109_ -�- BOARD OF COUNTY COMMISSIONERS �18O8i17Ah0� (239) 597 -0575 FAX: (239) 597 -0578 N sHOwN DRAWN: PTN D5/10 CONSULTING Civil WWWCOatesowuthor - TITLE: DRAINAGE DETAILS AND SECTIONS Florida Certificates of Authorization CHECKED: cow 05/10 Z %. T T4 ' Smvq 8 & Mwping EB 7663 LB 6952 SEC TeP. Roe 12 50S 25E I A : i — =a pde ro, o,ev w FLARED END SECTION � NSCHRISTOPHER 0. WRIGHT. P.E. STATE Or F 59 EdO% PROJECT: CAT INTERMODAL TRANSFER STAN) " ite AT COLLIER COUNTY GOVERNMENT CENTER CROSS REFERENCE: PROJECT NO. I FILE NG- 090300.00.00 C -8 oT 11 0903000000008 COARSE AGGREGATE BUILDING U UNDERDRAN FlLTER FABRIC FFE _ � � PIPE ENVELOPE 8.0 9' MIN. 9' IN 3' STD. EcaETE 2 L 1 1 UNDERDRAIN DETAIL NOTES: I. UNDERDRAN SE MEET MOT DESIGN STANDARD INDEX NO. 288 FOR TYPE 11 EXCEPT AS NOTED. 2. UNDERDPAN PIPE - 6' SMOOTH OR, CORRUGATED EOUNALENT. 3. UNDERDRAN PIPE INVERT = 4.0'. 4. COARSE AGGREGATE BED SH EXTEND 12' BEYOND END OF UNDERDRAN PIPE. 5. FILTER FABRIC SOCK REWIRED. 7---- /�/ 7/7/" AREA Of - / EXCAVATION- BREAK - NT ELEV. 2 _ -6.20 SECTION B —B N.T.S. (LAKE ADJACENT TO PROPERTY LINE) 'F' GUTTER TRAVEL LANE SECTION D —D BREAK POINT) IL N T.S. ELEV. _ -6.2. 2 zoo, r.o Aa w:�zw'�o'owo.00.00 ur rme.r., sem,nocw wmw, o.,�, - cemml we.ape \R«o.td'owor000eoe.d.' xQ J ISSUED FOR BID 9 -30 -11 J A P.R. RESPONSES /I.T. MOD'S 9 -15 -11 J OF PAVEMENT PER PLAN W.S.W.T. - CONTROL ELEV. = 3.80 7711-7 - -7 MATCH WE BOTTOM ELEV. - -8' EDGE OF WATER USF GRATE I I OPENINGS FOR PIPE PER-2j.. PLAN 2' 8' e' PLAN /� \ \ MATCH LAKE BOTTOM ELEV. IF 12" WIDE �iTIE IXIBRIG WV. rE EIEV . 5.5 Z4' RLS NSFE 5e SECTION A - SECTION R -R E>EV on STRUCTURE #3STRUCTURE�3 D�AIL MODIFIED TYPE 'DMODIFIED TYPE 'D' INLL V.d See Index 201 5' -5' 15' Mar. For Reinf. Mod. For Depth, 13' To 15' {.�5' -5- 5. 21" 4' -1' 21 I r 7 - cmte Eye Bolt a 8' /4 Bon r O 12• Ctn. 4'1 eo TYPED n• ml< v O Recommended Ma.Imum Pipe Size: S o v 3'-1' Woll -24' Pe EC 4' -1' Woll -36' PiPe Straight Bon 2 ".3/16' Recu"Iine B" 1- 1/2'.3/16' Bond' 1- 1/2'.1/4' App-. Weight 1B0 Lba. F.D.O.T. TYPE "Dr' CATCH BASIN N.T.S Exhibit "A" III 2._4. page 8 of 11 \2' 4- 2t— 2' —� 2 -3/4' COVE R R O O I I I I I I T-- C= I I I I J 2'-4- n 1�1 2 f•- 1a I L -- _J uss Izs RING ulo rr c —C 1= APPROX. WEIGHT 235 LBS. L J GRATE DETAIL LAN B' 1 2' 1 B' 1 - 5 3/4� 5 3/4' �� Ri1i b+usii110+r j•t GRATE ELEVATION PER L J 24' DW. po.C. E.cN vr,>'• PUN (SHEET q) a /5a e•o.c. GRATE o- _ a• EYE SOLT / 5 O 12' CI. SEE INDEX 201 �` F 511E INV - 3.8' iNVORT Et£VAROx - �ne UNDER DRAN _ CONNECTION /4 BARS O 12' CTRS. PIPE OPENINGS STRUCTURE INVERT / s s e' o.c. k INVERTS P�ERN RECOMMENDED NAX PIPE SIZE LtlWEST PIPE INVERT -1' / 5 • ,z' oc. 2' -0' WNl -18' PIPE 3' -1' WA - -24' PIPE SECTION SECTION JUNCTION BOX DETAIL TYPE "C" CATCH NTS. BASIN STRUCTURE N.T.S. Mich Pnvideeho.128 I.- q Bt=I Area Pe Foot ewn Wove Muy E Provided TM Wine M A MYll— 01 2• N Ma.imum Of 8' Lm ee��eeseeamm ®tea SECTION CC ed�aiuw scdoo loala sae„ �a.1 II (.yeoml Slnpe g I R I L BJ PLAN OPTIONAL SHAPE UO) ,1 nEl 1 \ R I P— aI E e. WdI C wee END VIEW Mw. Tz N El. 51RNRrt RAM SECTION AA SECTION BB REINFORCED CONCRETE JACKET DETAIL it FLARED END SECTION DESIGN NOTES `""r pe. w "°,e °'° "`°°' °'e w °°' `d.'" r ° le o. .4� wmMe �wN =� =e r�nw,4.e.b,.awd=W., PW a�.�rwwlp.d�W r�, B..e .die rwa W w ` • O / �' ••. NaIEe4 1n.. m m w Ka• .a. db r m ea s,uu N..RAa.. w ,a ,.wae dam=. een w+•.. w ve+r4 vrp, .In. spuw .em ._. , W. m, pe,veed d=N Fad W r e.,a,e n P1/ w w, / /a I N. amp a mdd 4 m,d N , r 59 .e. _ • • _ GENERAL NOTES / 3 :T = ••,d... „ r edn... m. d .. =e. �, • � � repr.Pmw,E N a„ ,eel, eeew. Oun+nme,I M/om=A .W m.w d ddv w mW v w =# d dr. • , rna wma, aN r Nro W Rn weans M Ilu,a w rvlbn I,eeq am�ra� tier Mn ♦ ,rr 1p w,vw w Iry w .ce'a. ra a Vleaa Ywn. sa b rpuw r w se. laanq E­ vne . nMa r W w nwpe � ..m. . � . � 1— f' S� CE R.WA, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 NAME DATE INC. 6610 Willow Park Drive, Suite 200 `µAY 2010 CLIENT: COLLIER COUNTY DESIGNED: JAZ 05/10 DIVA $ , Naples, Florida 34109_ -�- BOARD OF COUNTY COMMISSIONERS �18O8i17Ah0� (239) 597 -0575 FAX: (239) 597 -0578 N sHOwN DRAWN: PTN D5/10 CONSULTING Civil WWWCOatesowuthor - TITLE: DRAINAGE DETAILS AND SECTIONS Florida Certificates of Authorization CHECKED: cow 05/10 Z %. T T4 ' Smvq 8 & Mwping EB 7663 LB 6952 SEC TeP. Roe 12 50S 25E I A : i — =a pde ro, o,ev w FLARED END SECTION � NSCHRISTOPHER 0. WRIGHT. P.E. STATE Or F 59 EdO% PROJECT: CAT INTERMODAL TRANSFER STAN) " ite AT COLLIER COUNTY GOVERNMENT CENTER CROSS REFERENCE: PROJECT NO. I FILE NG- 090300.00.00 C -8 oT 11 0903000000008 Mich Pnvideeho.128 I.- q Bt=I Area Pe Foot ewn Wove Muy E Provided TM Wine M A MYll— 01 2• N Ma.imum Of 8' Lm ee��eeseeamm ®tea SECTION CC ed�aiuw scdoo loala sae„ �a.1 II (.yeoml Slnpe g I R I L BJ PLAN OPTIONAL SHAPE UO) ,1 nEl 1 \ R I P— aI E e. WdI C wee END VIEW Mw. Tz N El. 51RNRrt RAM SECTION AA SECTION BB REINFORCED CONCRETE JACKET DETAIL it FLARED END SECTION DESIGN NOTES `""r pe. w "°,e °'° "`°°' °'e w °°' `d.'" r ° le o. .4� wmMe �wN =� =e r�nw,4.e.b,.awd=W., PW a�.�rwwlp.d�W r�, B..e .die rwa W w ` • O / �' ••. NaIEe4 1n.. m m w Ka• .a. db r m ea s,uu N..RAa.. w ,a ,.wae dam=. een w+•.. w ve+r4 vrp, .In. spuw .em ._. , W. m, pe,veed d=N Fad W r e.,a,e n P1/ w w, / /a I N. amp a mdd 4 m,d N , r 59 .e. _ • • _ GENERAL NOTES / 3 :T = ••,d... „ r edn... m. d .. =e. �, • � � repr.Pmw,E N a„ ,eel, eeew. Oun+nme,I M/om=A .W m.w d ddv w mW v w =# d dr. • , rna wma, aN r Nro W Rn weans M Ilu,a w rvlbn I,eeq am�ra� tier Mn ♦ ,rr 1p w,vw w Iry w .ce'a. ra a Vleaa Ywn. sa b rpuw r w se. laanq E­ vne . nMa r W w nwpe � ..m. . � . � 1— f' S� CE R.WA, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 NAME DATE INC. 6610 Willow Park Drive, Suite 200 `µAY 2010 CLIENT: COLLIER COUNTY DESIGNED: JAZ 05/10 DIVA $ , Naples, Florida 34109_ -�- BOARD OF COUNTY COMMISSIONERS �18O8i17Ah0� (239) 597 -0575 FAX: (239) 597 -0578 N sHOwN DRAWN: PTN D5/10 CONSULTING Civil WWWCOatesowuthor - TITLE: DRAINAGE DETAILS AND SECTIONS Florida Certificates of Authorization CHECKED: cow 05/10 Z %. T T4 ' Smvq 8 & Mwping EB 7663 LB 6952 SEC TeP. Roe 12 50S 25E I A : i — =a pde ro, o,ev w FLARED END SECTION � NSCHRISTOPHER 0. WRIGHT. P.E. STATE Or F 59 EdO% PROJECT: CAT INTERMODAL TRANSFER STAN) " ite AT COLLIER COUNTY GOVERNMENT CENTER CROSS REFERENCE: PROJECT NO. I FILE NG- 090300.00.00 C -8 oT 11 0903000000008 SECTION CC ed�aiuw scdoo loala sae„ �a.1 II (.yeoml Slnpe g I R I L BJ PLAN OPTIONAL SHAPE UO) ,1 nEl 1 \ R I P— aI E e. WdI C wee END VIEW Mw. Tz N El. 51RNRrt RAM SECTION AA SECTION BB REINFORCED CONCRETE JACKET DETAIL it FLARED END SECTION DESIGN NOTES `""r pe. w "°,e °'° "`°°' °'e w °°' `d.'" r ° le o. .4� wmMe �wN =� =e r�nw,4.e.b,.awd=W., PW a�.�rwwlp.d�W r�, B..e .die rwa W w ` • O / �' ••. NaIEe4 1n.. m m w Ka• .a. db r m ea s,uu N..RAa.. w ,a ,.wae dam=. een w+•.. w ve+r4 vrp, .In. spuw .em ._. , W. m, pe,veed d=N Fad W r e.,a,e n P1/ w w, / /a I N. amp a mdd 4 m,d N , r 59 .e. _ • • _ GENERAL NOTES / 3 :T = ••,d... „ r edn... m. d .. =e. �, • � � repr.Pmw,E N a„ ,eel, eeew. Oun+nme,I M/om=A .W m.w d ddv w mW v w =# d dr. • , rna wma, aN r Nro W Rn weans M Ilu,a w rvlbn I,eeq am�ra� tier Mn ♦ ,rr 1p w,vw w Iry w .ce'a. ra a Vleaa Ywn. sa b rpuw r w se. laanq E­ vne . nMa r W w nwpe � ..m. . � . � 1— f' S� CE R.WA, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 NAME DATE INC. 6610 Willow Park Drive, Suite 200 `µAY 2010 CLIENT: COLLIER COUNTY DESIGNED: JAZ 05/10 DIVA $ , Naples, Florida 34109_ -�- BOARD OF COUNTY COMMISSIONERS �18O8i17Ah0� (239) 597 -0575 FAX: (239) 597 -0578 N sHOwN DRAWN: PTN D5/10 CONSULTING Civil WWWCOatesowuthor - TITLE: DRAINAGE DETAILS AND SECTIONS Florida Certificates of Authorization CHECKED: cow 05/10 Z %. T T4 ' Smvq 8 & Mwping EB 7663 LB 6952 SEC TeP. Roe 12 50S 25E I A : i — =a pde ro, o,ev w FLARED END SECTION � NSCHRISTOPHER 0. WRIGHT. P.E. STATE Or F 59 EdO% PROJECT: CAT INTERMODAL TRANSFER STAN) " ite AT COLLIER COUNTY GOVERNMENT CENTER CROSS REFERENCE: PROJECT NO. I FILE NG- 090300.00.00 C -8 oT 11 0903000000008 IY.aR MRfiv MF WC mum UNPAVED AREA TRENCH BACKFl_ LL�s G -1 �W •nam �+ �ri R�a°sXar Tm G -7 p'fnPro)'L W -4 PAV ❑ AR . TRENCH RESTORATION GUAII FOR PRIVATE RO_ A0 G -2 ROeO ANO TRENCH RESTORATION G -2B FOR�OCe R�OAnX .y 5[, -.1 - o� �>.FE;z.���a�l•eoeEr>.F�� e�>.�•r.ea�T�o�e:•>•�L��E>. IOW♦• �` i;•1•�1•Ei•�:.1•�'•>•iF� �I E:aO�eQT�iz�ES,. ii•fi�! ?7•��t�i"1•�1•iTt• d► oAVi:ie� LQ1•�)•ii� !•iti 6IIf�d�ii� itIIaiS�iei i[IR1�1♦�� QaI•li -��,i flllLlili- a1�1���1• {f�liFT)•� k:l1F•li�e�D� kTFrsu��� E�IiIT•iR� F:•�<liF'T•�� F:ll:•lsc�� J..m.. 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PIPE CONRJcT DET�S rwurKlm ePwa Nn A4RRRm +eM fK W.” �M mM mIBRR �' RPH W R'(NMM SIDE VIEW NDIES: W��DML'1�1WfM� �2FNU� Nlo�lwgR� PIER WM TEMPORARY RLDWOFE ASSEMBLY WITH BACTERIAL SAMPLE POINT DETAIL W.N -1 su Rc�r� we /// ML- NSPE / R:NI-0F -wAT UNf � RN4 GWAE 1 RAE 'IlFr /- Di -"S -IN 2' WJfY1Y YR,N '.� RpO -R -MY LNE I I tOl -PMID NEK E1r[rRwK Yw4ER PRODIICT LST. NT'FILDI n .. I M�R(2) 14 •MCUI'u1ElE PROwE cLGw -art aN sYm •us D�wAWO (4) M uTERris a ulFm PA4>aT *• ElRVnsYN ULRIS. SEE RANS F NYYND vv aRF1, eYRCx of e — w1M sAe � e• swrNn uTERu �PLa YMIUY 51DPE ELEVATION SEWER - EAN -D IT FI TAI NON PAVED AREAS NTS WW -12 R.WA, I NC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 DIATA INC. AS SHOWN : CLIENT: 6610 Willow Park Drive, Suite 200 MAY 2010 COLLIER COUNTY Planning Naples, Florida 34109 BOARD OF COUNTY COMMISSIONERS Visualization (23915 www.c FAX: (2391597 -0576 N '� CONSULTING C5vi1Fi)girteering "AY"'COnsuB- Wa.GC- TITLE: UTILITY DETAILS j W. T TL JL Surveying & Mapping Florida EB 7663 1tes LB of 69�dzation " RDA 'SE Exl I CASING END SEAL f�I SECTION A-A M-- JACK AND BORE DETIIm N.,QCG -55 - lR VN.vE N4TMJ3D coNMRCra+ swu COHT.W I ,e' . e' CONCRETE N RRm MMiAn PANT aNKNN4w= ND >PEaRU I S' -0. N,IRMUY - IRE CvRI). G OIFER. - ;uRAY PN,END,T PUNS .0 REGE LAST YON VNVE I' MIGt JX YM OR to PVC RR: o )XmucvnEMx hS1N � PEE / ORNN OPENNG ���NO TAP J NSfNIA,ID4 �� W REENVER GINDS (Iw) i PRExI TW YAWEACRRE AND YFM <F YNAR'N;1UIE YtSf RE usr aN eARRa. 2. XLL EX61N0 4NN5 R 1 FIVE - 15 - II a N 1-1 SHNL I NOT TAPPED. J tK FJIIER SANl85 SREL OD OJLTIIF XNN. MJ. iAPPNO SYNXE FOR ASRESroS CEYEM PIPE SMNL BE STNNLF55 STf[L FIRE NYDRRNT e4REF1$ SNNL BE A YNYUX S-, /f N DWI - YRT REp.NREIEI !S ME lD1'Jl� nOxE CON1R�aL D mICEr MNEE TrPE AN. YNLL e. NrDRANr sILUA wrroRY Fin YnrA c -JDZ. ). TMIUST RFSIRNM SHNi BE BT 4J RETMNER CLN,OS. Hsf STNa1Iro e, T CaY[ 1- DDIRKT -1 oRNNNO NNER 9VU CDIRDIa TG FIRE HYDRANT DETAIL W -3 hit ie ! lit "All )of11 r, �J I 1 �xo1HEA4 Rio cA, R� No r THIS DRAWING CONTAINS D S K.-:1 AT O STANDARD TO, AND F F COLLIER COUNTY T � ! SAID DETAILS WERE NOT D IGN� JNY tk • F F ..k !! BUT HAVE ACCEPTABLE FOR�USE ON THI / • • w \���ve Ili ki oAL a%� CHRISTOPHER 0. WRIGHT, P.E. STATE OF FLORIDA LICENSE NO. 09 � 7 PROJECT: CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER CROSS REFERENCE: PROTECT NO.: SHEET NUMBER: FILE NO.: 090300.00.00 C -9 of 1 1 0903000000009 C coNTRIN cEY):R DL """ " " " °1' "T MOPS CONTROL CENTER ALL C.C.I. RCCUREM[NS SEE SCHEDULE FOR E_ECTRICAL SERVICE REQUIREMENTS BARRE ®N B L7J® 9 2 CAPACITORS tLH-1 (IF I -PH) OR TRANSFI ,�L�����EI��F�� �.��°��D� J T�IIWWWWY - �P RTU LS TS1 ��. PANEL COMPUNENTS M T ALTERNATOR ON DISC) AS ALARM SII.FNC,E SWITCH B1 -2 MOTOR BREAKERS BC -ONTRU BREMER BE EMERGENCY BREAKER BP +MIN BREAKER BPS POWER SUPPLY BREMER OR RECEPTACLE BREAKER M -2 EDNTACTDR, MOTOR STMT CR CONVENIENCE RECEPTACLE Dix DII%.rx TNTRINSICA -LY D SACS CONTROLLER ETH ELAPSES TIME METER OR N GENERATON RECEPTACLE IOtN HDA )AND- Ei1 -AUID SVIICH 4' S,Mtil.sS STE[l P4'[ BU.IS (ON DISC) LA LIGH NINE, ARRESTOR N MEPNITMR IPH -VOI 3P HASE PL PILOT LIGHT (ON DISC: PS POWER SUPPLY INTERIOR LAYO_T UROR TWO TIER s, MOPS "IMP STATION TSC 21 SURGE CAPACITTERMINAL STRIP FDA PIMPS A. LIGHT AL SCHE ➢UL = FDR PROJECT TW TERMINAL STRIP FM FLOATS RED SPECIFIC INFORMATIDN RI-3 RELAYS I.E. VOLTAGE, PHASE, ETC.RB BATTERY RELAY ANGLED GEN, RS SILENCE RELAY RECEPTACLE RSF SEAL FAIT RELAY RTUXF RTO TRMSFOINE-R RTU TS RTU TERMINAL STRIP ETM ETM NOTES LR M x A)NENA AX StMNesz Steel Enelolve Mwr,Wn I— (Dena F-1 DPPF Q®,• ®'. 30'N K 24' V M B' D 9 MOPS B)PANEL LABELD FW U. EDDA TDISC 'NO'OR CONTR0. CENTERS' AND V UL. 198A 'HAZARDOUS LOCATION PANF, I S' (INTRINSICALLY SAFE) B( C)CDNPLETE BACK -UP, SELF - CHARGING DISC BATTERY, VISUA ✓WOID M.ARM SYSTEM, PER RSWF -45 ATLANTIC ENVIRONMENTAL SYSTEMS, INC. I H T11 rMSiliSFit TLITtj T3j t 1 e IKGI TI pe 1 e Y RU mQ CONTROL CENTER AS Tom- a— JUMPERS DEAD FRONT LAYOUT r cs 4 rsa (DOOR NIT SHCWN FOR CLARITY) rT: rmDtYL soN:naA B M A T E R I A L S M A T E R I A L S Im mr DscmPrwN xEV mr DCSCP PTIO • 1 3J4' < 1� STAMICSS STEEL NIPPLE f PRIMARY S /4- A% ROKD 1,110 ­ III-1EITIR INVERT TED STMNLESS STEEL 90. T.BCR G INVERT • 4' < t L[!s LE [ OF FIBERGLASS, WET—WCLL. : W" sINNMS! ZTFEL —IT BRACKET M I sf 3/4' , 3 4 S s .DUCUNG D 2 SUPPoIT BRACXET c4I, e/n er9 1 - LAS -TIGHT LID S /(• BRORE .-SP P RP [ -As 4' S,Mtil.sS STE[l P4'[ BU.IS FLOAT CABLE - 3/4` JACUUN BRCAK[R BRACKET S.S. MgTL. SEALOFF CONDUIT, L WIRING (SEE LEUP OIME .C. FT ETAIL NOTE BB) HOSE BIBS/ R K.Y.L. t1ACKF LUW FVIIEVEN I ER A55EMBLY DETAIL U.S.C. AND A.S.S.E. APPROVED N.T.S. HUB AND INVERT LOCATION 12 anm.. 3. )Dlr ..w AM w:13UR9 \Opp3(q.w.RO uT r..�,r., som.Ywu3 [.M+PI a,Mc - c.�mr D,..;,N.YR.w)1D9o3w000"ctD.e.P 1 FS 9 -15 -11 �EDKrD 9 /�s� t, THE MOPS CONTROL ASSEMBLY CONSISTING OF: CONTROL CENTER DISCONNECT SWITCH, MOUNTING ASSEMBLY, ELECTRICAL CONDUITS AND SEAL -OFFS, ARE TO BE SUPPLIED AND INSTALLED BY THE MOPS PUMP STATION MANUFACTURER TO VALIDATE MOPS EXTENDED, MUNICIPAL SERIES, WARRANTY PROGRAM. DETAIL CLOCK ITEMS POSITION DISCHARGE COMMON FILL COMPACTED IN 12- LIFT TO 98% OF THE MAXIMUM UNES 3:00 PRIMARY WETWELL DURING COMPACTION. INVERT TED SFCOKDARY 1 INVERT N/A OF FIBERGLASS, WET—WCLL. ji-EICATHIN CONTRDL /CENTER AND ELECTRICAL TSD CONDUIT HUBS MOUNTING ASSEMBLY anm.. 3. )Dlr ..w AM w:13UR9 \Opp3(q.w.RO uT r..�,r., som.Ywu3 [.M+PI a,Mc - c.�mr D,..;,N.YR.w)1D9o3w000"ctD.e.P 1 FS 9 -15 -11 �EDKrD 9 /�s� t, THE MOPS CONTROL ASSEMBLY CONSISTING OF: CONTROL CENTER DISCONNECT SWITCH, MOUNTING ASSEMBLY, ELECTRICAL CONDUITS AND SEAL -OFFS, ARE TO BE SUPPLIED AND INSTALLED BY THE MOPS PUMP STATION MANUFACTURER TO VALIDATE MOPS EXTENDED, MUNICIPAL SERIES, WARRANTY PROGRAM. DETAIL NOTE: BACKFILL AROUND LIFT 7 S STATION 6 DISCHARGE STATION FROM ANTI - FLOATATION RING UP TO FINISHED GRADE: BASED ON ALOCK P DISCHARGE BEING LOCATED AT THE 3 CLOCK P T 1 Y C OSI ION DESIGNATE CLOCK COMMON FILL COMPACTED IN 12- LIFT TO 98% OF THE MAXIMUM POSITIONS M THE INVERTS AND CONIOL PANEL LOCATION ON THE SCHEDULE DENSITY AS PER AA$HTO T -180. BE CAREFUL NOT TO DAMAGE STAINLESS STEEL WETWELL DURING COMPACTION. anm.. 3. )Dlr ..w AM w:13UR9 \Opp3(q.w.RO uT r..�,r., som.Ywu3 [.M+PI a,Mc - c.�mr D,..;,N.YR.w)1D9o3w000"ctD.e.P 1 FS 9 -15 -11 �EDKrD 9 /�s� t, THE MOPS CONTROL ASSEMBLY CONSISTING OF: CONTROL CENTER DISCONNECT SWITCH, MOUNTING ASSEMBLY, ELECTRICAL CONDUITS AND SEAL -OFFS, ARE TO BE SUPPLIED AND INSTALLED BY THE MOPS PUMP STATION MANUFACTURER TO VALIDATE MOPS EXTENDED, MUNICIPAL SERIES, WARRANTY PROGRAM. DETAIL C STANLESS (SUPFLIED BY MAIM, Z', ARCHITECTURAL GRACE, STEEL SUPPORT N 43C OE MnMCOR UYPANY) ENENGtN/ CN.T S[P STAINLESS STEEL /ICI c P•NV/ M R •T MOPS SUPPORT POSTS NUCSTP.UT STANK? STEEL INDNE 1 CONS [55 STEEL _DNNL CTOR CDNSIRUC'ION 1 .. FIBERGLASS, WET—WCLL. CONTROL CENTER PIPING BOSS MOUNTING ASSEMBLY `- GAS -TIGHT LID flf TOP VIEW MANUFACTURED ODORLESS PUMP STATION - LAS -TIGHT LID RUBBER END CAP FULL ALUMINUM FRAME WITH HATCH AND S.S. 1 -As 300 P.S.F. RATED FLOAT CABLE - INCOMING POWER SUPPLY, BRACKET S.S. MgTL. SEALOFF CONDUIT, L WIRING (SEE LEUP OIME .C. FT ETAIL NOTE BB) HOSE BIBS/ CHAPTER 5W VACUUM B- BREAKER INSIDE WCT -WELL OR TOP MOUNTED. WET-WELL -WE L O T MOUNT 4 EE MOPS NOTES Y 9. 5 ODE. 'B' sPOWN i ELECTRICAL CONDUIT j SMALL COMPLY WITH -- -- CLASS I, DIVISION 1, 'T CRWP O ATMOSPHERE RATING 91A IF.O'A' GROUNDING ROD �REVENTER _ (SEE NnTF BB) TO LRT STATON ) b:J i SYi� - -- CONCRETE SUP PORI (+'' WATER SUPPLY ODOR /GAS CONTROL CENTER ASSEMBLY AND INSTALLATION FROM TI PUMP STATION VALVE BC GAS TIGHT CONDUIT HUBS 7 ASSEMBLY PI — / E] DETAIL A nDGR /GAS SCRUBBER 1MaBEL 'B') (RAISED TO REWIRED ELEVATION) (TO BE LOCATED MEN' TO CONTROL PANEL) A Exhibit "A" page 10 of 11 PIPE COUPLING (ON BOTH SIDED rr, �— C FINE MESH MINIMUM CUBIC FEET Or MONEL INSECT S �M AD LOCK POST DETAIL A MOPS MUNICIPAL SERIES NOTE / 2) 1 II NI"ATED 1 I FIBERGLASS, WET—WCLL. TM's MNAW11's AND THE ¢I.. CmTANen HEaEN Ns PRmR¢.ARY AND IS AND SHALL ACNAM THE PRDPptiY IF ATLAMIC ENViRDAICNTK PIPING BOSS GARS -TIGHT HATCH TAMPER RESISTANT FASTENER (TYR) `- GAS -TIGHT LID I TOP VIEW MANUFACTURED ODORLESS PUMP STATION - LAS -TIGHT LID SCRUBBER TOP VENT MOPS FULL ALUMINUM FRAME WITH HATCH AND S.S. 1 l�—LOCKABLE, 300 P.S.F. RATED FLOAT CABLE UPPER GUIDE RAIL HOLDER S.S. MATL. BRACKET S.S. MgTL. LIFTING /- -ODUBLE (AIIDE RpIL Exhibit "A" page 10 of 11 DETAIL NEMA 4X STAINLESS STEEL �— C FINE MESH MINIMUM CUBIC FEET Or MONEL INSECT S (M INVERT EL. Y DETAIL A MOPS MUNICIPAL SERIES NOTE / 2) 1 I 1 I 6• TM's MNAW11's AND THE ¢I.. CmTANen HEaEN Ns PRmR¢.ARY AND IS AND SHALL ACNAM THE PRDPptiY IF ATLAMIC ENViRDAICNTK 2 I I I I OFFENSIVt. BOORS SUCH AS MANUFACTURED ODORLESS PUMP STATION N/A SCRUBBER TOP VENT MOPS ATLANTIC ENVIRONMENTAL SYSTEMS, INC, LANTANA. FL 33462 PH: (56 ?) 547 -8080 FAX: (561) 547 -3999 ©2000 SYSTEMS, tic. R11S pRaVIW Mp DESIGN SHOULD BE USED ON FOR 1E P GSE FOR WHICH IT IS INTEK°CD, AND ENLY WITH VNOTEN MITNOU2ATION FROM ATLMTIC ENVIRON ENT& SYSTFML, INC. MY REPRBDUI UCH IN WNRE OI N PART, WITHOUT PERBY SIDN PRD)I TLANTIC ENVIROYCNTAE SYSTEN6, WOULD VI0.ATE ATLANTIC dv1AO+ExrK snTEMS' COPMGNTS. SK IOUs AND MERCAPIANS. 2)SCRUBKR'S urE EXPECTANCY CALCULATR)NS ARE INCLUDED I ELBOW I 1 N/A COLOR CHMG'NG LIFE STwGE4 .. —_ MOPS PUMP STATION SCHEDULE FT QTY. MODEL DESIGNATION DETAIL NEMA 4X STAINLESS STEEL �— C FINE MESH MINIMUM CUBIC FEET Or MONEL INSECT S (M INVERT EL. SCREEN C. Y SEE R (SEE MOPS SCHEDULE U NOTE / 2) FOR MODEL 8 M° s AND SIZE B E R STAGE 3 MOPS SFRIES INITIAL DESIGN FLOW ;G.P.M STAGE 2 INITIAL DESIGN HFA.D (7.D.H. SECONCARY DESIGN FLOW (I SECONDARY DESIGN MEAD (' STAGE I RATED PERFORMANCE SPEED ENTRANCE VCLTACE 29.5 20 ITEM DESCRIPTION B TUP LLEVA -ION OF WET WELL C BOTTCV ELEVATION CF WET W D ALL PUMPS OFF ELEVATION E LEAD PUMP ON ELEVATION _A _.... F LAG PJMP ON FI.EYA710N G RICH ALARM ELEVATION LNERGENCY BYPASS WITH QUICK DISCONNECT A CA ND P GATE VALVE (TYP.) AVVA AVWA BRONZE NI BALL VALVE, AND WASTE WATER SNUBBER, FOR USE WITH PRESSURE GAUGE �.. NEMA 4X STAINLESS STEEL 30 ,1 MINIMUM CUBIC FEET Or (BOAC) (M INVERT EL. DISCONNECT SWITCH, RATED AMPS Y 12' DEPTH SLOPED FOR CONCRETE BALLAST (CU YES) FIBERGLASS DRAINAGE L FORCE MAIN (NOTE R BB) MOPS ODOR /GAS SCRUBBER NOTES; WET WELL SCOURER SYSTEM N/A K INVERT PIPE DIAMETER 6• I TO CSEWAGE GASES. P12SMAND REMOTE STATION MONITOR (TELEME -RY; N/A L FORCE MAIN DIAMETER 2• OFFENSIVt. BOORS SUCH AS ON -SITE GENERATOR SYSTEM N/A M PRIMARY INVENT ELEVATION 03.00' SK IOUs AND MERCAPIANS. 2)SCRUBKR'S urE EXPECTANCY CALCULATR)NS ARE INCLUDED FLANGE O.D. SIZE (DETERMINES BALLAST CALCULATIONS)] ELBOW N SECONDARY INVERT ELEVATION N/A IN SHOP CUNIT C SUBMITTALS. tlscRDE MOPS EQUIPMENT IDENTIFICATION QTY. MODEL DESIGNATION INSIDE WCT -WELL OR TOP MOUNTED. WET-WELL -WE L O T MOUNT 4 EE MOPS NOTES Y 9. 5 ODE. 'B' sPOWN MOPS PUMP STATION -- -- LNERGENCY BYPASS WITH QUICK DISCONNECT A CA ND P GATE VALVE (TYP.) AVVA AVWA BRONZE NI BALL VALVE, AND WASTE WATER SNUBBER, FOR USE WITH PRESSURE GAUGE �.. DRAIN PIPE ZTAIILESS STEEL GAS TIGHT L ER PIPE SUPPORT WAT _ ASSEMBLY TIGHT CHECK VALVE PIPE SUPPORT (M INVERT EL. BRACKET OVER SLUE BOTTOM, Y 12' DEPTH SLOPED FOR INFLUENT FIBERGLASS DRAINAGE L FORCE MAIN (NOTE R BB) DIRECTIONAL FLOAT VET WELL DISCHARGE_ PIPING (SEE SCHEDULE) PIPE I CONTROL (MINIMUM PINCH) (INCREASE /DECREASE) ODOR CONTROL SVITCIES V/ (ON 6- AND INTERNAL o WICK DISCONNECT, (AS REQUIRED) MUNICIPAL STYLE, LARGER DIAN. WEIGHT WET- WELLS) s TWO- PIECE, DISCHARGF ELBOW CONCRETE BALLAST (NOTE R BB) C COLLAR (IF REGUIREW� SEE SCHEDULE •I :'• O S.. •: ITEM 'J' FOi MINIMUM AMOUNTS FIBERGLASS RGL SS FI LLET ONLY NOTE- ALL METAL ITEMS IN CONTACT WITH SEWAGE SOLID CIRCULAR r18LRGLEM ANTI- FLOPTALE RING, TWICE WALL TMICKMCSS [SEE ITEM '1' ON SCHEDULE FOR MINIMUM GASES ARE ALUMINUM AMC STAIN -ESS STEEL EXCEPT EPDXY COATED PUMPS AND DISCHARGE FLANGE O.D. SIZE (DETERMINES BALLAST CALCULATIONS)] ELBOW NAME X T INC. 6610 Willow Park Dlive, Suite 200 Az DIA / A %UalhLg N-0 7s, Fbr da 34109 Vi5U811T8hOn (239) 597 -0575 FAX: 1239) 597 -0578 PIN CONSULTING Civil Engineering www,DonsuB- IWa.com Flonda Certificates of Authorization cow Z %. T Tl A6 Surveying & Mapping EB 7663 LB 6952 822 - 48108- C-2.D MOPS VALVE BOX ASSEMBLY (VBA) 1 VBA- 22 MOPS ODOR /GAS SCRUBBER (OGS) _ _ I OGS -B _ MOPS R.P.Z. ASSEMBLY 1 75 MOPS CONTROL CENTER I PSC- 222 -2.0 MOPS DISCONNECT SWITCH 1 FDS- 30- 3 -4 -SS MOPS CONTROL CENTER MOUNTING ASSEMBLY 1 CCMA -22SS MOPS WET WELL SCOURER SYSTEM 0 N/A LESS STEEL -- SUPPORT MOPS REMOTE STATION MONITOR 0 N/A MBr_Y 1st YEAR SERVICE /MAINTENANCE CONTRACT 0 N/A 9 MOPS ON -SITE GENERATOR SYSTEM 0 N/A MOPS FIELD SERVICE WORK CONTROL INSTALLATION & S LOCK POST _. __- ._....._ J4 T fl M uH� a7t� •' q i i I PE. CERTIFICATION: Daniel J. Moss, P.E. Licerse # 56885 V.P, f o Engineering Merin Atlantic Environmental Systems, Inc., C A # 26398 635 Gator Drive, Lantana, Florida 33462 Ph, 561 -547 -8080 / Fox- 561 -547 -3999 - - V 1 Z � 0 Q CifF-- J � LL_ W (n LL LEJ Z � Q —I O Q O p N O Lil Z _ z � Q Of �I Q L�'YLJ Of Q U —J ry z� L�J /O �� - I �iA'p2 J F Of *XCEN$ ' 0. 6) ag - % s PRIVATE PU TION PNB. Nn. N °'* 9 614 -9 JAN f7 201 t rfA[RtDIA "''�V ff•• RCLIE INC. STATE OF FLORIDA BUSINESS CERTIFICATE N0. EB- OW7663 CHRISTOPHER 0. WRIGHT. P.E. STATE OF FL t ,N' +.. MAY 2010 CLIENT: COLLIER COUNTY P As SHOWN BOARD OF COUNTY COMMISSIONERS ° TITLE: MOPS PUMP STATION z' X5 25E DETAILS ROJECT. CAT INTERMODAL TRANSFER STAB A111 AT COLLIER COUNTY GOVERNMENT CENTER CROSS REFERENCE: PROJECT NO.: SHEEF NUMBER: FILE NO ' : 090300.00.00 C -10DF 11 09030000( CURB k CUTTER PER'2007'1`00T STD. SPEGFICATONS PARTIAL INLET (SECTION 104 - 6.4.12) O NOTE: SURROUNDING UNPAVED AREA SHOULD STABIU2ED PRIOR TO REMOVAL OF STRAW BALE SEDIMENT SWRIER. T CURB B CURER ROCK BADS PER 2007 MOT STD. SPECIFICATIONS (SECTION 104 - 6.4.12) COMPLETED INLET PROTECTION AROUND THROAT INLETS NJ S. AFTER THE CONTRIBUTING DRANAGE AREA HAS BEEN PERNANENRY STABILIZED. THE BLOCK AND GRAVEL STRUCTURE WILL BE REMOVED AND PERWVIENT SOD WD AROUND THE DROP INLET. 6' SZOAF r COMPACTED ALL OVER TOE r 4 -12' WIDE STRIPS OF TALL FESCUE OF FABRIC BURIED 4' DEEP SOD ON EACH SIDE OF THE DROP INLET. SOD DROP INLET PROTECTION - DIM NT F NGE DETAIL SEDIMENTATION / EROSION CONTROL DETAIL N T.S. 2' ' STAKES BALE TES GROUND PROFILE ANCHORING BALES 1. SINGLE ROW OF STRAW BALES TO SE PLACED PRIOR TO THE START OF ROUGH GRADING 2. SECURELY BOUND SALES REQUIRED TOR W RABILRY }}�� ---- SHEET FLOW ( (TYPICAL) GRATE INLET I RILES OF STRAW SW ED DOWN STAKE ( TYPCAL) (3 l3 1 ) PLAN TEMPORARY STRAW BALE SEDIMENT BARRIER (TYPICAL FOR ALL ORATE INLETS) NT.S, c \Soo. \orwoo.w.OD aT rw„n.. s.w. \GwT c..=mR D,.m - t.rcpl O...m.. \r.wr \ocowoODEnn Yey 1. SET ME STAKES I U / 3. STAPLE FILTER NATURAL TO STA(ES AND E(TEND R INTO THE TRENCH. I .El WOODEN STAKE 2. EKGVATE A 4• a 4" TRENCH UPSLOPE ILDNG THE LANE O= Sr-ES. WOODEN 3' MINIMUM STAKE WIRE REINFORCED / ST/J(ED 6 TRENCNm / FABRIC SILT FENCE (TPIGI) / BLIER / BARRIEN EMIR IXISTNG ALTER / - GROUND BWRIER EKISTING / 10' PORT FM SPACING WITH WIRE GROUND SUPPORT FENCE ALONG WUNDWI. 8' MA%IMUM SPICING WITHOUT WIRE SUPPORT FENCE &ON BOUNDARY. A. BACKALL OND COMPACT THE IXGVAIED SOIL I. 6 — �� ..I DOUBLE ROW �SILL_EELLGEAK D I T F N ELEVATION PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY N.T.S. BMP 1.06 SILT FENCE PIATE 1.06E Q ISSUED FOR BID 9 -30 -11 JA.2. C.O.W. 9/30/11 Q P.R. RESPONSES /I.T. MODES 9 -15 -11 JA.Z. C.O.W. 9/15/11 COSTNG PAYEp ROADWAY , IF F.D.O.T. � 1 COARSE AGCREGIE 2 1I�C FILTER FABRIC-// 1e' TYPE ­" CONCRETE WATER SUPPLY TO WASH WHEELS IF NECESSARY KK BASE I F.D.O.T. / COARSE IGCREGTE a ,(• FlLTER FABRIC / C DNDERIA._ (Ai UNDERCOVER) /. O OF CN I I� SILT A FENCE * A/++� �L� (1 COSTNG PAYEp ROADWAY , IF F.D.O.T. � 1 COARSE AGCREGIE 2 1I�C FILTER FABRIC-// 1e' TYPE ­" CONCRETE WATER SUPPLY TO WASH WHEELS IF NECESSARY KK BASE I F.D.O.T. / COARSE IGCREGTE a ,(• FlLTER FABRIC / C DNDERIA._ (Ai UNDERCOVER) mas: 1. THE ENTRANCE SMALL BE MAINTANED IN A CONDITION 2. WHEN NECESSARY, WHEELS SNALL BE CLEANED PRIOR TO THAT WILL PREVENT TRICKING OR FLOWING OF SEDIMENT ENTRANCE ONTO PUBLIC RIONT- OF-WAY. ONTO PUBUC WGIR-OF -WAY. THIS NAY REWIRE TOP 3 WHEN WASHING R REWIRED. R SHAL BE DONE W IN DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES AREA STASUZ D WITH CRUSHED STONE THAT DWJNS INTO USED TO TRAP SEDIMENT. AN APPROVED SEDIMENT TRAP OR SEDMENT BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N.T.S. BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SOURCE: VIRGINIA DNSRON OF SOIL AND WATER CONSERVATON SOURCE V. SWCC BMP 1.01 1ENPORARY GRAVEL CONSTRUCTION ENTRANCE PLATE 1.01. COMPACTED SOIL TO PREVENT PIBNG - GRATE INLET D I ARM BALES STN(ED WITH NO (2) STAKES PER BALE STAKED STRAW SALE BLTERED WATER GRATE INLET WATER 0�' THIS METHOD OF INLET PROTECTION IS APPUCAS E WHERE THE INLET DRAINS A REGTNELY MT AREA (SLOPES NO GREATEN TLW 5 PERCENT) WHERE SHEET OR OVERLAND FLDVIS "NOT 0.5 .h) ARE i1PKA. THE METHOD SHALL NOi APPLY TO INLETS RECEMNG CONCENTRATED ROWS, SUCH AR IN STREET OR HIGHWAY MEOWNS. STRAW BALE DROP INLET SEDIMENT FILTER PLATE ,OO. N.T.S. DXXTAINC. 6610 Willow Park Drive, 109 200 Naples, Florida 34109 v18u81iZ8hOn (239) 597 -0575 FAX- (239) 597 -0578 CONSULTING Civil WWW.Wnsu of Authorization ��u$ Florida Certificates of Authorization j ` T 'VAL ' Surveying & mvping EB 7663 LB 6952 BAP IN OWN INLET DRAIN PROTECTION Exhibit "A" page 11 of 11 IexFV m7 �M �eoNeP'f°PX0 un.n DRAnc (,i la 4vm Fr�FNr�E+] 1pGyx•W' Oa us NO A.. DaumrM '1 L,"(� :� „E5D e., u,«,.• ..xvm L"°��,� G'„� ,/. G��Na� a 1 a s• slD. EswGIE PANB For oA r aR s1). 2 °HBmro''"`�P ro � of 10' z TYPE II AETiWO(i) PARELS r0 RE us60 FGR oErna TYPE I Frr. axwRn TxAR 1O ' DDEETERAINED BY L D-EERR. IN TM vEiANS or ®WweE aR NOTICE: eVOR • /NV.olm AHO APPRO+ID m THE IN— GENERAL BE a FLOATING TURBIDITY BARRIERS HE Im BwUNIT ARE ro BE UCA For om THE c E . I UNIT PMDE For TRY ABLE Fo mA:En FOR iUI±aaM°FRiY T"BExm LxAp1"cr uIN ( �1) 4 I $gpp MnIW tp6l. /) F ,dS '- SIpIB uKS 1. ND7E. BARRIERS FOR BD'WING _S S AND NMFR B ­ SITE O WY�BE f R EMnHG ON UL TO BE uSFO IN ALL PER—C. BOO. OF IYPFS TER OUNITY —,IN —� E1 ER OPTION rFRORf4A5165 wDER DEVm. XX mZHERMs sPA:wc Or ANCHORS —DENT ON CURRENT ° B� IwoER rNi a: 'IIEN(s) CIF IWRRIFR AROOND HUE UKATIONS IMY vAW To arc 3. rz CoNSIAICrnN OPE -DNS. -1 ID /I THE TU %D`ERrIB � Y REOURE SEGMENNNG IMAR[n DMxxG POSTS IN "I WMDRY BNBEERS ro BE wsrruED w vEmlvA1 PosmoN uNREss aINERWSE ramRwxNU°PE. oR wNTnN SEE SECTON ,w of mE STA _ NRFZrED BY THE w VEER. s'marmwTaxS. TURBIDTY BARRIERS TURBIDITY BARRIER APPLICATIONS II SILT FENCE TEMPORARY ACCESS TURBIDITY SILT FENCE AFTER EMBANKMENT IS STABILIZED UNLESS PLANTED IMMEDIATELY I I PROPERTY - � -_ BOUT Y I I ______ INLET I PROTECTION r // \ (TYP) �U TURBIDITY BARRIER { {{ ACCESS S SILT FENCE SHALL BE ERECTED ALONG CONSTRUCTION BOUNDARY AS SHOWN BEFORE / C COMMENCEMENT k WILL REMAIN IN PL4�CE•llITS IN` 3 I /. O OF CN I I� SILT A FENCE * A/++� �L� (1 ••• No. 470 • STA • A SILT FENCE LOCATION 9�a ��C`s'••....••••ce SCALE: 1" - 1W' R.W.A., INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB- 0007663 wMAY 2010 CLIENT: COLLIER COUNTY iAS SHOWN BOARD OF COUNTY COMMISSIONERS 0i`— TITLE: EROSION CONTROL PLAN 12 SOS 25E I A CHRISTOPHER 0. WRIGHT, P.E. STATE WZOALIIASLJPON "NO 47x. 0.59 PROJECT: W • • • • • " CAT INTERMODAL TRANSFER STATION AT COLLIER COUNTY GOVERNMENT CENTER CROSS REFERENCE: PROJECT NO.: SHEET NUMBER: FILE NO.: 090300.00.00 C -11DF 11 090300000OC11 �I— L �1l �l Li .I +131 \11{{ �1 �t yam► ap • y V� • A � • • CC