Florida Department of Environmental Protection SOUTHEAST DISTRICT OFFICE 3301 GUN CLUB ROAD, MSC 7210-1 WEST PALM BEACH, FL 33406 561-681-6600 Rick Scott Governor Carlos Lopez-Cantera Lt. Governor Project Name: Sunset Beach PUD Permittee/Authorized Entity: CL-RP Hutchinson, LLC c/o Patrick Leonard, Management Member 2870 Peachtree Road, Suite 176 Email: Patrick.Leonard@RocaPoint.com Authorized Agents: Ladyko Design Group, LLC c/o Richard Ladyko Phone: (772) 464-1383; Email: enginpod225@aol.com Environmental Resource Permit - Granted State-owned Submerged Lands Authorization – Not Applicable U.S. Army Corps of Engineers Authorization – Not Applicable Permit No.: 56-0264272-002-EM Permit Issuance Date: January 27, 2017 Permit Construction Phase Expiration Date: January 26, 2022 Ryan Matthews Interim Secretary Environmental Resource Permit Permit No.: 56-0264272-002-EM PROJECT LOCATION The project is located within uplands and wetlands adjacent to the Atlantic Ocean and Indian River, Middle Cove, and Joe’s Pond, Jensen Beach to Jupiter Inlet Aquatic Preserve, Outstanding Florida Waters, Class III and Class II Waters, east and west of State Road A1A, approximately 1700 feet north of the Middle Cove beach access on South Hutchinson Island (Section 29, Township 35 South, Range 41 East), in St. Lucie County (27° 24’ 13” North Latitude, 80° 16’ 10” West Longitude). Portions of the project are located seaward of the Coastal Construction Control Line (CCCL). PROJECT DESCRIPTION The project involves modification of previously issued Permit No. 56-0264272-001-EI and entails the construction of a forty-three (43) single family home development in St. Lucie County. The modification entails relocation of the recreational amenities, construction of a pile driven wooden access bridge from SR A1A; and the construction of two (2) 24-inch C.A.P. culverts crossing under S.R. A1A. In addition, the total acreage of the property is increased from 29.55 to 34.22 as a result of a new Mean High Water (MHW) survey. This permit authorizes impacts to 105 ft2 (0.002 acres) of wetlands and other surface waters. Although mangrove wetland habitat is located within the footprint of the pile supported bridge, only the minimum trimming activities necessary to install the bridge piles will take place. No mangrove tree removal will take place. These activities are not anticipated to result in any decrease in habitat due to the extent of the dense mangrove canopy in the pre-development and post-development condition. It is not anticipated that there will be any adverse impacts to wetlands; therefore, mitigation is not required. SURFACE WATER MANAGEMENT SYSTEM (SWMS) DESIGN Total Applicant-Owned Area: 34.22 acres Drainage Area: 7.15 acres Drainage Basin: Atlantic Ocean Existing Drainage: The site is currently undeveloped and runoff sheet flows towards the Middle Cove Waterway, a saltwater basin a.k.a. Joe’s Point which outfalls into the Indian River Lagoon via an existing 42-inch culvert. Proposed Facilities: The site is configured into three separate drainage basins, (Basin 1, 2 and 3). The proposed surface water management system includes an exfiltration trench system and two dry detention systems that will provide for water quality treatment and attenuation prior to discharge into on-site wetlands. The site discharges ultimately via an existing 42-inch culvert to the Indian River Lagoon in the pre/post-developed rate. Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 2 of 12 Project Land-Use Summary: Cover Wetlands Type Area, ac 12.81 Buildings Roadway 1.63 1.72 Dry/ Detention 0.31 Dune Beach 10.52 Open Space 5.50 Total 32.50 Water Quality: Water quality treatment volume of 150% of the required treatment volume is provided in exfiltration trenches and dry detention basins. Site Basin 1 Basin 2 Basin 3 Area (acres) Volume Required (acres-feet) Treatment Method Exfiltration Trenches/Dry Retention “ “ 1.85 5.06 0.24 0.231 0.631 0.041 Volume Provided (acres-feet) 0.231 0.649 0.041 Discharge Rate: The proposed surface water management system has been designed for the 25-year, 3-day storm with discharge to on-site mangrove wetlands at the pre-developed rate. The discharge structures dimension and elevation are summarized in the table below: Structure No. CS# 1 Description Elevation (feet N.A.V.D.) Discharge Culvert Modified Inlet Top of Grate @ 5.5 feet (1) 12-inch weir w/invert @ 4.0 feet (1) 3-inch circular bleeder w/invert @ 0.5 feet Top of Grate @ 5.8 feet (1)12-inch weir w/invert @ 4.70 feet (1) 3-inch circular bleeder w/invert @ 0.5 feet Top of Weir @ 3.0 feet (1) 15-inch weir w/invert @ 2.25 feet (1) 3-inch circular bleeder w/invert @ 0.5 feet 4 linear feet of 30inch culvert to spreader/wetlands 45 linear feet of 15-inch RCP culvert to wetlands 10 linear feet of 15-inch CMP to wetlands CS# 2 Modified Inlet CS# 3 Manhole Finished Floors: Proposed minimum finished floor elevations have been set at or above the at 7.5 feet N.A.V.D. or the elevation dictated by the Bureau of Beaches and Coastal System. Cultural and Historical Resources: The State Historic Preservation Officer has determined that the project will not have an effect on cultural resources of historic, architectural, or archaeological value. System Operation: Sunset Beach Homeowner’s Association, Inc. Water Use Permit Status: A water use permit has not been applied for. Potable Water and Wastewater System/Supplier: Fort Pierce Utilities Authority will provide potable water service and St. Lucie County Utilities will provide wastewater service. Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 3 of 12 Save Our Rivers: This project is not within or adjacent to lands under consideration by the Save Our Rivers program. Swim Basin: This project is located within the Indian River Lagoon Swim Basin and Jensen Beach to Jupiter Inlet Aquatic Preserve. Right-of-Way Permit Status: A Right-of-Way permit is not required from the South Florida Water Management District. A Right-of Way, utility crossing, drainage, and driveway access permits may be required from the Florida Department of Transportation (FDOT) for the work within State Road A1A Right-of-Way. Well Field Zone of Influence: This project is not located within the zone of influence of a wellfield. Primary Issues Resolved: Water quality, marine turtles. The Permittee is authorized to construct the activities described herein and as depicted in the attached stamped drawings AUTHORIZATIONS Environmental Resource Permit The Department has determined that the activity qualifies for an Environmental Resource Permit. Therefore, the Environmental Resource Permit is hereby granted, pursuant to Part IV of Chapter 373, Florida Statutes (F.S.), and Chapter 62-330, Florida Administrative Code (F.A.C.). Sovereignty Submerged Lands Authorization As staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees), the Department has determined the activity is not on submerged lands owned by the State of Florida. Therefore, your project is not subject to the requirements of Chapter 253, F.S., or Rule 18-21, F.A.C. Federal Authorization Your proposed activity as outlined on your application and attached drawings has been reviewed for compliance with the State Programmatic General Permit V and it has been determined to not be within the jurisdiction of the Corps. No further permitting for these activities is required by the Corps. Authority for review - an agreement with the USACOE entitled “Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection, or Duly Authorized Designee, State Programmatic General Permit”, Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Coastal Zone Management Issuance of this authorization also constitutes a finding of consistency with Florida's Coastal Zone Management Program, as required by Section 307 of the Coastal Zone Management Act. Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 4 of 12 Water Quality Certification This permit also constitutes a water quality certification under Section 401 of the Clean Water Act, 33 U.S.C. 1341. Other Authorizations You are advised that authorizations or permits for this activity may be required by other federal, state, regional, or local entities including but not limited to local governments or municipalities. This permit does not relieve you from the requirements to obtain all other required permits or authorizations. The activity described may be conducted only in accordance with the terms, conditions and attachments contained in this document. Issuance and granting of the permit and authorizations herein do not infer, nor guarantee, nor imply that future permits, authorizations, or modifications will be granted by the Department. PERMIT The activities described must be conducted in accordance with: • The Specific Conditions • The General Conditions • The limits, conditions and locations of work shown in the attached drawings • The term limits of this authorization You are advised to read and understand these conditions and drawings prior to beginning the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings herein. If you are using a contractor, the contractor also should read and understand these conditions and drawings prior to beginning any activity. Failure to comply with these conditions, including any mitigation requirements, shall be grounds for the Department to revoke the permit and authorization and to take appropriate enforcement action. Operation of the facility is not authorized except when determined to be in conformance with all applicable rules and this permit as described herein. SPECIFIC CONDITIONS- PROJECT FORMS & ATTACHMENTS (1) DEP forms 62-330.310(3), 62-330.310(1); 62-330.310(2); 62-330.340(1); and 62330.350(1), which may be downloaded at http://www.dep.state.fl.us/water/wetlands/erp/forms.htm become part of this permit. If the permittee does not have access to the Internet, please contact the Department at (561) 681-6600 to request the aforementioned forms and/or document(s). SPECIFIC CONDITIONS - PRIOR TO CONSTRUCTION (2) After selection of the contractor to perform the authorized activities and prior to the initiation of any work authorized by this permit, the permittee (or authorized agent) and the contractor shall attend a pre-construction conference with a representative of the Department. It shall be the responsibility of the permittee to contact this project’s Compliance Project Manager, Jonathan Pempek by email Jonathan.Pempek@dep.state.fl.us, or by phone (561) 681-6601, to schedule the pre-construction conference. If the assigned Compliance Project Manager cannot be reached, the permittee shall contact the ERP Program Compliance/Enforcement section by phone (561) 681-6600, to schedule the pre-construction conference. Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 5 of 12 SPECIFIC CONDITIONS – CONSTRUCTION ACTIVITIES (3) The surface water management system shall be constructed and operated as depicted in the attached stamped drawings. (4) This permit does not authorize any adverse impacts to wetlands or other surface waters. (5) At all times during construction, the permittee shall use best management techniques for erosion and sedimentation control. Silt screens, or other sediment control measures shall be used throughout construction. (6) No construction shall occur seaward of the Coastal Construction Control Line (CCCL) prior to obtaining all necessary approvals from the Florida Department of Environmental Protection, Bureau of Beaches and Coastal Systems SPECIFIC CONDITIONS – OPERATION AND MAINTENANCE ACTIVITIES (7) Sunset Beach Homeowner’s Association, Inc. shall be responsible for the operation and maintenance of the stormwater management system. All drainage structures shall be routinely inspected to ensure adequate performance. A maintenance schedule shall be implemented to ensure that the stormwater management system is functioning as designed. SPECIFIC CONDITIONS- PROTECTION OF TURTLES (8) The Permittee shall obtain an approved marine turtle lighting plan from the FFWCC as an exterior lighting plan is not authorized under this permit approval. All permanent exterior lighting at the permitted facility shall comply with the most recent exterior turtle lighting plan as reviewed and approved by the Florida Fish and Wildlife Conservation Commission (FWC). The exterior lighting plan must be submitted to MarineTurtle@MyFWC.com, or as otherwise directed by FWC and shall follow the below guielines: (a) All permanent exterior lighting shall be installed and maintained as depicted on the approved lighting schematic and cut sheets stamped “FISH AND WILDLIFE CONSERVATION COMMISSION APPROVED LIGHTING PLAN”. No additional exterior lighting is authorized. (b) If any of the lights become visible from the beach or disorient nesting or hatchling sea turtles at any time, they must be modified such that they are no longer visible from the beach. (c) Tinted glass or film with a visible light transmittance value of 15 percent shall be applied to all glass windows and doors visible from the beach, glass walls seaward and lateral sides of the structure must be included. (d) All beach furniture, storage boxes, boats, and other equipment shall be removed from the beach at night during marine turtle nesting season, March 1 through October 31, and shall not be placed on the beach the following day until the marine turtle nesting survey has been complete and all nests on site have been marked. Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 6 of 12 (e) No operation, transportation or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period March 1 through October 31. (f) No construction fences shall be erected within marine turtle nesting habitat. (g) The permittee shall arrange for a site inspection by Department and FWC staff within 30 days of completion of all exterior light installation and prior to issuance of a Certificate of Occupancy for the structure. Additional information regarding marine turtle protection may be found on the FWC website http://www.myfwc.com/wildlifehabitats/managed/sea-turtles/turtles-lights/ GENERAL CONDITIONS FOR INDIVIDUAL PERMITS The following general conditions are binding on all individual permits issued under chapter 62-330, F.A.C., except where the conditions are not applicable to the authorized activity, or where the conditions must be modified to accommodate project-specific conditions. (1) All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with Rule 62-330.315, F.A.C. Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S. (2) A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Agency staff. The permittee shall require the contractor to review the complete permit prior to beginning construction. (3) Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance-based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation June 2007), and the Florida Stormwater Erosion and Sedimentation Control Inspector’s Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project-specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit. (4) At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62-330.350(1), “Construction Commencement Notice,” [October 1, 2013], which is incorporated by reference in paragraph 62-330.350(1)(d), F.A.C., Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 7 of 12 indicating the expected start and completion dates. A copy of this form may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C. If available, an Agency website that fulfills this notification requirement may be used in lieu of the form. (5) Unless the permit is transferred under Rule 62-330.340, F.A.C., or transferred to an operating entity under Rule 62-330.310, F.A.C., the permittee is liable to comply with the plans, terms and conditions of the permit for the life of the project or activity. (6) Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable: a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex ‒ “Construction Completion and Inspection Certification for Activities Associated With a Private Single-Family Dwelling Unit” [Form 62-330.310(3)]; or b. For all other activities ‒ “As-Built Certification and Request for Conversion to Operational Phase” [Form 62-330.310(1)]. c. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form. (7) If the final operation and maintenance entity is a third party: a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as- built certification, whichever comes first, the permittee shall submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.3 of Volume I) as filed with the Department of State, Division of Corporations and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located. b. Within 30 days of submittal of the as- built certification, the permittee shall submit “Request for Transfer of Environmental Resource Permit to the Perpetual Operation Entity” [Form 62330.310(2)] to transfer the permit to the operation and maintenance entity, along with the documentation requested in the form. If available, an Agency website that fulfills this transfer requirement may be used in lieu of the form. (8) The permittee shall notify the Agency in writing of changes required by any other regulatory agency that require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes. (9) This permit does not: a. Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-330, F.A.C.; b. Convey to the permittee or create in the permittee any interest in real property; c. Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; or d. Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee. (10) Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 8 of 12 Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed. (11) The permittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any project authorized by the permit. a. b. (12) The permittee shall notify the Agency in writing: Immediately if any previously submitted information is discovered to be inaccurate; and Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase. (13) Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit. (14) If any prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoes, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, work involving subsurface disturbance in the immediate vicinity of such discoveries shall cease. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section, at (850) 245-6333 or (800) 847-7278, as well as the appropriate permitting agency office. Such subsurface work shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and notification shall be provided in accordance with Section 872.05, F.S. (15) Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62-330.201, F.A.C., provides otherwise. (16) The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards. (17) This permit is issued based on the applicant’s submitted information that reasonably demonstrates that adverse water resource-related impacts will not be caused by the completed permit activity. If any adverse impacts result, the Agency will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 9 of 12 (18) A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with subsection 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department’s action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rule 28106.201, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency’s file or identification number, if known; (b) The name, address, any email address, any facsimile number, and telephone number of the petitioner; the name, address, and telephone number of the petitioner’s representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner’s substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency’s proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency’s proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency’s proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under Section 120.60(3), F.S., however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 10 of 12 period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28106.205, F.A.C. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department’s action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of sections 373.114(1)(a) or 373.4275, Florida Statutes, may also seek appellate review of this order before the Land and Water Adjudicatory Commission under section 373.114(1) or 373.4275, Florida Statutes. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Any Party to this Order has the right to seek judicial review of the Order Pursuant to Section 120.68, F.S., by the filing of a Notice of Appeal pursuant to Rule 9.110, Florida Rules of the Appellate Procedure, with the clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this Order is filed with the clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 11 of 12 Executed in Palm Beach County, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION _________________________________ Diane Pupa Permitting Program Administrator Southeast District Attachments: Project Drawings, 14 pages As-built Certification and Request for Conversion to Operational Phase Form 62-330.310(1)* Request for Transfer to the Perpetual Operation Entity Form 62-330.310(2)* Request to Transfer Permit Form 62-330.340(1)* Commencement Notice Form 62-330.350(1)* *Can be downloaded at: http://www.dep.state.fl.us/water/wetlands/erp/forms.htm Copies furnished to: FDEP – Monica Sovacool, Jonathon Pempek, Indar Jagnarine, Sophie Dimitrova USACOE- Palm Beach Gardens, Application-SP@usace.army.mil Luke Davis - FFWCC, Luke.Davis@MyFWC.com St. Lucie County Mosquito Control District, Jim David, JDavid@co.st-lucie.fl.us Kimley-Horn and Associates, Inc., Jennifer Simpkins, Jennifer.Simpkins@kimley-horn.com Sunset Beach Investments, LLC, Cliff Kennedy, tmcckennedy@bellsouth.net Ladyko Design Group, LLC, Richard Ladyko - enginpod225@aol.com FILING AND ACKNOWLEDGMENT FILED, on this date, under 120.52(7) of the Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. Clerk Permittee: CL-RP Hutchinson, LLC Permit No.: 56-0264272-002-EM Page 12 of 12 January 27, 2017 Date VICINITY MAP FILE NAME: SOUTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA CHIPLEY PENSACO ix PANAMA CITY ACKSONVILLE ST AUGUSTINE DAYTONA BEACH OCALA FT. PIERCE SOUTH HUTCHINSON ISLAND WEST PALM BEACH FT. LAUDERDALE PROJECT VICINITY MIAMI WEST LOCATION MAP Permit Number SHEETS 10? I 14:56-0264272-002-EM Southeast District 681 II roup, LLC 4400 BELLE GROVE DRIVE FORT PIERCE, FLORIDA 34981 PHONE 772?530?8261 FAX 772?464?1383 OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION #28610 SHEET No: I DESCRIPTION 1 COVER SHEET MASTER SITE PLAN 3 MASTER DRAINAGE PLAN 4 SEDIMENTATION AND EROSION CONTROL PLAN 5?8 PAVING, GRADING DRAINAGE PLANS 9 MASTER WATER SEWER PLAN WATER SEWER PLANS GRADING DRAINAGE DETAILS WATER DISTRIBUTION DETAILS SANITARY SEWER REUSE WATER DETAILS SANITARY SEWER PROFILE LIFT STATION PLAN DETAILS STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION SPECIFICATIONS SPECIFICATIONS MITIGATION PLAN RECEIVED WEST BEACH CHECKED . APPROVED GRAPHIC SCALE GOVT LOT 2 I S.L.CO. PROJECT 3200104041 2 UNDER REVIEW . . . I 05? 766 IN FEET I . C) 1 1nch 100 ft. 13%) 5? OLD 7 (A (PB. 16, PG. 32) i (RECORDED ?26 MARCH 20, 1978) 1. PROJECT NAME: SUNSET BEACH P.U.D. 4. ?7 24 1043.43 I 1 2w) 2. GROSS PROJECT SIZE: 1,690,128 Sq. Ft., 3880 Acres . 589.99 . SLZG. . NEW I (PB. 26, PG. 26) 3. PROPOSED USE: 43 Single Family Units 5. (RECORDED 8 .5 -. SEPTEMBER 15, 1988) - 1 I: 40? 5 VACANT r. l; I REAR LOT UNE 30 ENHANCED I 4. FUTURE LAND USE: Residential Urban (RU) 33.37 Acres r" WE LAND SWAMP - ReSIdential Conservation (RC) 5.43 Acres LINE 5. ZONING. H.I.R.D. Hutchinson Island ReSIdentiaI District COASTAL CONSTRUCTKN1 .L HemmaLn AS FLAGGEDIN APRL 2005 CONTROL LINE (1978) 7? A xv 6. OVERLAY ZONING DISTRICT Overlay Zone 25? REAR 7. PARCEL IDENTIFICATION NO.: 2529?233?0002?000/0 SETBACK MHWL I. NAVD 1988 II VEGETATION The Property lies in Flood Zones9.PARCEL BREAKDOWN Ameoge Area West of SR. (RC) 5.43 Area East of SR. (RU) 33.37 Area Total 38.80 ?0 ?0 MINIMUM MINIMUM BUILDING BUILDING ENVELOPE ENVELOPE 7%0 8 GUEST SPACES 1,650 SF: 1,650 SF: 12? DUNE CROSSOVER 5' 5? 5? DUNE 5? SIDE 10. UTILITIES SETBACK Water Service: Fort Pierce Utilities Authority FRONT THE MHW UNE SHOWN ACROSS Sewage Treatment: St. Lucie County Utilities II a . I I ISIETLBAQKI . Irrigation Reuse: St. Lucie County Utilities '41 I 4: .Q r? 4T- SIDEWALK 11. STORM DRAINAGE CONCRETE CULVERT The storm water management system will consist of an on?site dry detention PROJECT SIGN consisting of a combination of exfiltration trench and dry ponds providing water 19/ TOP MOUNTED quality and storm attenuation. Discharge will be to the wetland preservation area g, adjacent to the property with ultimate discharge to the Indian River (Intracoastal SEASONAL HIGH WATER LINE (SHWL) 3:153:43!) php?arzp?igtg permitting With the Florida Department of Environmental (NAVD 1988) LOCATED AUGUST 2014 12. PROPOSED OWNERSHIP CONCRETE CULVERT The single family units will be conveyed via fee simple ownership in accordance {a with a proposed Record Plat. Common areas will be dedicated to the Homeowners AER SHOREUNE FIELD Association along with roadways, drainage areas and wetland preservation and SURVEYED 5/9/05 . gig primary dune areas. UFT tel-?54 . STATION 2 PROPOSED BUILDING SETBACKS 36 LOT REQUIREMENTS 13. LEGAL DESCRIPTION: 50 FT. REQUIRE) g" Proposed Haw!) BUFFER (P BNEZVE 26) Government Lot 2, less the north 938.84 ft. and less the right?Of?way Minimum Lot Width 40 U/g for SR. and Government Lot 3, less the right?Of?way for SR. Minimum Lot Size 5,000 s.f. 9 SEPTEMBER 15 1988) Section 29, Township 358, Range 41E, St. Lucie County, Florida. Minimum Road Frontage 4Q a Max. Building Height 35? I I Setbacks 10? 5 14. EXISTING PROJECT LAND COVERAGE: ron Side [a The following table summarizes the existing project Rear 3333;12ngng LINE POOL, DECK AND Acres 70 of Net Site a 29 400 35- RESTROQMS 0.0 ELEVATION LINE Beach Dune Area (I) 10.35 26.68 0 1988 UJulrisdictional Wetlands and Pond 19.11 49.25 SPACES EXISTING and Areas 9'34 I 2407 ., ?~ww VEGETATK) E;;y TRIED 100J30 8? WIDE CONCRETE I .2 iggWg-gc?gf??g?a MANGROVE .. a (1) Area from OLD (1978) lLine to MHW Line . ST. LUCIE 00.1.0.0 WETLAND SWAMP Permlt Number ,7 15. LAND USE BREAKDOWN: THIS APPLICATION 56 Percentage - - - . FA . Acreage of Site . I. . Building Lots 5.07 13.06 . i - YA Pavement 8c Walks 1.72 4.43 A 1 Dry Detention 0.50 1.29 . . Wetlands 12.81 33.02 36" Southeast MODELS Joe?s Pond 6.30 16.24 LOTS 1447 0 Pool, Deck 8c Cabana Area 019 0.49 Beach 8c Dune Area 10.35 26.68 Common Open Space Area 1.86 4.79 6 GUEST SPACES DUNE TOTAL 38'80 100'00 FINISHED GRADE PRESERVATION 16. PARKING PROVIDED: of? Single?Family Units will have a minimum of two garage spaces provided per unit. Two I II 'd d? 6?6. 3 WETLAND SWAMP spaces per uni WI Imme Iater In front of the garage spaces cv Required Parking (43 units 2 spaces/unit) 86 Spaces Total Required W3 a Total Provided 23 Garaged Parking (43 units 2 spaces/unit) 86 Spaces 965-: Parking at Recreational Area 3 Spaces (1 Handicapped) "c7? Guest Parking 14 Spaces a tal ?d 03 3? PROPOSED ENHANCED MANGROVE I (I H??d'??pped) *2 WETLAND SWAMP IN ACCORDANCE WITH ST. LUCIE COUNTY LAND DEVELOPMENT REGULATIONS, A MINIMUM OF 50 FT LANDWARD FROM THE EDGE WETLAND SHALL BE PRESERVED AS A REQUIRED UPLAND BUFFER. g: REQUIRED UPLAND BUFFER NORTH POLYGON 25,100 SF. 3 - SOUTH POLYGON 65,972 SF. 01. 4 LINE THE DEPARTMENT OF ENVIRONMENTAL PROTECTION, BUREAU OF SURVEYING AND TOTAL UPLAND BUFFER REQUIRED 91,072 SF. A I, HAS WENCATED THAT ANY OF THE LANDS THAT WERE THAT 118:t is 34409 23113, ??25 . 1. 32349 AREA KNOWN AS MIDDLE COVE OR THE INDIAN RIVER TO FACILITATE THE STATE ROAD UPLAND BUFFER PROVIDED Nag-48'151'E 452.321 N89 4816 711.32 OLD I DEPARTMENT IN BUILDING THE STATE ROAD IS STILL STATE OWNED LANDS. THIS NEW (RB, 16, PG, 32) AREA IS SHOWN ON THE SURVEY BY CROSS HATCHING AND IS LYING BETWEEN THE NORTH AREA 3917 SF - (PB. 25, PG. 26) (RECORDED 3 MIDDLE COVE AND STATE ROAD RIGHT OF WAY AND ALSO BETWEEN THE STATE SOUTH AREA (RECORDED MARCH 20? 1978) ROAD RIGHT OF WAY AND THE INDIAN RIVER OR MIDDLE COVE WEST OF STATE ROAD TOTAL UPLAND BUFFER PROVIDED 50,299 S.F. (1.15 A0.) A SEPTEMBER 15, 1988) 5 5 GOVT LOT 4 3 VACANT M. REG. NO. 3?4288 . ,,.mnnun.u.. . I . . . COMPUTER w, . 1 ALL ELEVATIONS SHOWN HEREON REFER TO 1988 (N.A.V.D.). TO CONVERT TO -- I I 0 - DATE FILE REF. HELD . DATE 52;; 38fo I DD 1 50 FEET UPDATE MASTER SITE PLAN 9/07/16 - 51(1ka TEL-I 981 DESIGNED 08/22/14 1929 (N.G.V.D.) A . . . PHONE-7720308261 CALCS VERT. SCALE: NONE REVISE BRIDGE LOCATION 12/15/16 681 I enginpod225@aol.com DRAWN 08/22/14 JOB 14 mu?" LLC MASTER SITE PLAN 0? ENGINEERS, PLANNERS CONSTRUCTION MANAGERS STATE OF FLORIDA CERTIFICATE OF- AUTHORIZATION NO. 28610 SHEET 2 OF 26 I GRAPHIC SCALE I I . (IN FEET) 1 inch 80 LEGEND AREA OF EXISTING MANGROVE SWAMP DRAINAGE BASI x. I: II AREA OF UPLAND BUFFER PROVIDED I65 AC ES .. I AREA OF DUNE PRESERVATION AREA OF PROPOSED PAVEMENT AREA OF PROPOSED CONCRETE EXISTING OVERHEAD UTILITY LINE EXISTING WATER MAIN EXISTING IRRIGATION MAIN EXISTING SANITARY FORCE MAIN EXISTING CONTOUR ?7 . STORM INLET EXISTING ELEVATION sf 3) SHEET .. XFIL 0.00% - - . - pRop. STORM DRAINAGE BASIN \2 . . BOUNDARY (TYP) PROP. STORM DRAIN (TYP.) DRAINAGE BASIN #2 RAINACE BASIN 5.06 ACRES, OUNDARX (TYP) DET C's?2 SHEET '5 0F STRUCTURE co FOR AILS SEE 15 26 I BRIDGE JURISDICTIONAL LINE AS VERIFIED IN FEBRUARY 2016 BY THE A.C.0.E. CONST. 267 F. PIER SUPPOR DRAINAGE BASI BOUNDARY (TYP) CONTROL STRUCTURE FOR DETAILS SEE SHEET 15 OF 26 399.50? I I I N291 N044015W . DRAINAGE BASIN #3 81.50' 52? 5' 5 3? Permit NumbeI LINE RIFIED IN FEBRUARY 2016 BY THE 56-0264272-002-EM 3? 3? Southeast District MIDDLE COVE (INDIAN RIVER g5 353'44?35?w 36 88? 1/1 20/ HARD M. . FL. REG. .34288 ALL ELEVATIONS SHOWN I-IEREON REFER TO 1988 (N.A.V.D.). TO CONVERT To I I 0 BY DATE COMPUTER FIELD - DATE DATE: 08 22 14 ADD A.C.O.E. JURISDICTIONAL LINE RML 3 01 16 FT PIERCE, 34981 A HORIZ. SCALE: 80? 1929 ADD 1?50 UPDATE BASE MAP RML 9 o7 16 ad'ka 08/22/14 7 ET VERT. SCALE: NONE FAA. 77246411383 ADD 36? R.C.P. MOSQUITO CONTROL DISTRICT CULVERT RML 9 16 16 enginpod225@aoIcom DRAWN 08/22/14 JOB No. 14-009 REVISE BRIDGE LOCATION RML 12 15 15 I DETAILED . MASTER DRAINAGE PLAN 3 OF 26 ENGINEERS, PLANNERS CONSTRUCTION MANAGERS STATE OE FLORIDA CERTIFICATE OF AUTHORIZATION NO. 28610 AP PROVED MEAN HIGH WATER LINE (MWL) (NAVD 1988) LOCATED AUGUST 2014 GRAPHIC SCALE 80 0 4O 80 160 320 HIGH WATER LINE (SHWL) (NAVD 1988) 7?0.96? LEVATION LINE . 0.0 LOCATED AUGUST 2014 1988 SILT FENCE SEE OF 26 IN FEET 5; 1 inch 80 ft. . .ng 69 DUNE ?9 4 -- I I.) PRESERVATION CNS OLD S305) (PB. 16, PG. 32) - 1 Ex. MARCH 20, 1978 I. LINE LIN B- 05,? 4/ 5 AREA OF UPLAND BUFFER PROVIDED 0' AREA OF DUNE PRESERVATION (a FENCE 03' SEE SHEET (?Him I. ?5 I 1 5 a SILT FENCE I. INLET PROTECTION 24; OF 26 AREA OF PROPOSED PAVEMENT PRESERVATION - .1 ZONE NEW COOL AREA OF PROPOSED CONCRETE (RECORDED SEPTEMBER 15,1988 . {'24 0F 253 I - SEE SHEET 24 OF 26 ow EXISTING OVERHEAD UTILITY LINE 5 INLET SEAWA 6, I -- I. SEE SHEET 24; 0F 26 SILT FENCE RD LIN EXISTING WATER MAIN I I 3 a .l . A9- SHEET 124 ISILT FENCE .. .. A INLETIPROTECITTON EXISTING IRRIGATION MAIN 25 OLD \g 1 (PB. 16, PG. 32) '1 (RECORDED INLET PROTECTION 4-. MARCH 20, 1978VERIFIED ILANDW 7R9- LI-NEI. - 9 BITCH ?#95an TURBT .. 50F GRAISSES FEBRUARY a: a EXISTING ELEVATION RETAINING WALL EXISTING SANITARY FORCE MAIN g; JURISDICTIONAL LINE AS EXISTING CONTOUR FLAGGED IN APRIL 2005 AN oi? .. - SILT FENCE (TYP.) (gf 7/ . SEE SHEET 24 OF 26 SILT FENCE INLET PROTECTION SEE SHEET 24 OF 26 SILT FENCE TYP. .. I . SILT FENCE (TYP.) SEE SHEET 24 OF 26 SEE SHEET 24 0F 26 . SILT FENCE INLET PROTECTION SEE SHEET 24 OF 26 SILT (TYP.) SEE SHEET 24 OF 26 FLOATING TURBIDITY BARRIER (TYP.) SEE SHEET 24 0F 26" JURISDICTIONAL LINE AS I VERIFIED IN FEBRUARY 2016 BY THE A.C.O.E. FLOATING TURBIDITY BARRIER (TYP.) ?qu SEE SHEET 24 OF 26 I a ?0 MANGROVE WETLAND SWAMP 463.9 SILT FENCE (TYP.) ,9 SEE SHEET 24 OF 26 NEW (PB. 26, PG. 26) (RECORDED SEPTEMBER 15, 1988) POND SHORELINE FIELD 4 0x 2? SHORELINE FIELD TIDAL SALT WATER BASIN SURVEYED 5/9/05 0,5, SURVEYED 5/9/05 SILT FENCE INLET PROTECTION SEE SHEET 24 OF 26 I SILT FENCE PROTECTION: SEE SHEET 24 TE BENCH MARK #1 SI DISC IN HEADWALL. AERIAL ELEVATION 1.68 Ex, CONC NAVD88 HEADWALL SILT FENCE (TYP.) 42? CONC. SEE SHEET 24 OF 26 CULVERT INV. 0.52 SHORELINE SCALED ., FROM 2005 DIGITAL AERIAL . . 2016 BY THE A,c,o?E, .. LANDS I I I it? at." I: I I: 1:1122IT: FILLED LAN DS II STATETOAD A?r My? .2 I .4- 1 DETENTION AREA 0.11 ACRES 267.11? nun: run. VIIU I \?xJ . 1 -. 1. 150? Asm VFOUND SHIP SPIKE ?its ll Al? I wv wv TIInuu Ll?h - - v?I 1114986693 SITE BENCH MARK #2 K) 7 6?7? SEE SHEET 24 OF 26 I Q, SHIP SPIKE ELEVATION 3.21 NAGD88 ITLAND SEE A 1 A JURISDICTION AL LINE AS I VERIFIED IN FEBRUARY 2016 I . ROADWAY IMPORVEMENT PLAN 1 1 6, 7 '93, 345'?. FILLED LANDS STATE FILLED LAN 4519 12224.9 -A 89,51? .92' 393k? PLL . I N351015 N43 3? ng? I I 8150 SILT FENCE TYP I <99 6?7 MANGROV OF EROSION CONTROL BARRIER I . 35 "030 . 9 56-0264272-002-EM (:80 MANGROVE WETLAND SWAMP Southeast District MID LE COVE (0 00? $49! WATER FOLLOWS A, THE SHORELINE INTO THE A ?8 MOSQUITO DITCHES. THE MHW 6p" 0 25.10 LINE SHOWN ACROSS THE ?b ?6 \9 IS FOR CALCULATION SISTER IN DI AN RIVER I I 6?7 t; 196? (I VI 9. 6:750 77a: 863 44?36?w 36 88' - CONTROL DTCK ?l REG. NO. 9121268 UN SET BEA CH SEDIMENTATION AND EROSION CONTROL PLAN WDATE: 08/22/14 SCALE: 80? VERT. SCALE: NONE JOB NO. 14-009 SHEET 4 OF FIELD DATE 08/22/14 CALCS. DRAWN 08/22/14 CHECKED APPROVED 4400 BELLE GROVE DRIVE ad FT. PIERCE, FL 34981 PHONE: 7725308261 GSlg? FAX: 772/464/1383 DATE UPDATE BASE MAP 9/07/16 REVISIONS PER F.D.E.P. 11/07/16 REVISIONS BRIDGE LOCATION 12/15/17 . ALL ELEVATIONS SHOWN HEREON REFER TO 1988 (N.A.V.D.). TO CONVERT TO 1929 (N.G.V9D.) ADD 1.50 FEET. a engi?pOdZ?ZSQDaOlcom ENGINEERS, PLANNERS 65: CONSTRUCTION MANAGERS STATE OF FLORIDA CERTIFICATE OP AUTHORIZATION NO. 28610 4? Card, GRAPHIC SCALE 20 40 IN FEET 1 inch 20 ft. CONST. 146 LF OF EXFILTRATION TRENCH CONST. 146 LF OF STABILIZED EMERGENCY ACCESS ROAD. SEE PERFORATED 18? RCP 000% DETAIL SHEET 15 OF 26 CONST. 248 LF OF EXFILTRATION TRENCH Low CONST. 7 LF OF HIGH POINT 18? RCP 0.00% STA. 23+10.87 CO . 7 LOW POINT CONST. 248 LF OF HIGH POINT LF OF EL 575 18:: RCP 0007 STA. 23+90.25 20+50?00 PERFORATED STA. 21+80.44 . . . 0 EL. 5.99 2.2 LOW EL. 5.75. 18" RCP 000% EL. 6.14 STA- 2 6963 EL. 5.7 LOW POINT STA. 25+69.63 EL. 5.75 STA. 25+90 HIGH POINT . . . I . . I. I f_j STA. 25+19.63 HENOINT -. - CONST. CURB 18? RCP 0.00% - i - EL. 5.90 STA. - I EL. ?18" HOPE 399.90CONST. 4? MANHOLE - 5 CONST. 4' CONST. CONTROL 1 OF a #5106 CRATE CONST 4? MANHOLE . I SEE SHEET 19 OF 25 STRUCTURE #1 Wg?gn?g? ENE CRATE EL. 5.75 5106 GRATE CONST#5105 GRATE SEE DETAIL SHEET SEE DETAIL SHEET 15 OF -, N. INV. 0.50 CRATE EL 575 RETAINING RAIL CRATE EL. 5.CONST. 170 LP. OF RETAINING SECTION 8-8 . N. INV. 0.50 36" RCP 0.00% WALL SEE DETAIL N. INV. 0.50 SEE DEWL SHEET 15 OF 26 -- CONST. TYPE .2 SHEET M.E.S. w. INV. 0.50 GEAITIELEETL SEISEDAEDER 1 00 - 0?00 CONST. 6? CONCRETE 30?5 .. SIDEWALK CONST. 4? #5106 CRATE CRATE EL. 5.75 INV. 0.75 Y7 LEGEND Permit Number 56-0264272-002-EM AREA OF EXISTING MANGROVE SWAMP AREA OF UPLAND BUFFER PROVIDED AREA OF PROPOSED PAVEMENT Southeast District AREA OF PROPOSED CONCRETE 4 2 EXISTING CONTOUR AREA OF DUNE PRESERVATION (I ?6 EXISTING ELEVATION QZ 3) DRAINAGE BASIN 1 7% SI ALL ELEVATIONS SHOWN HEREON REFER TO 1988 (N.A.V.D.). TO CONVERT DATE COMPUTER FIELD DATE DATEET. PIERCEEL, 34981 SCALE: 20. 1929 (N.G.V.D.) ADD 1.50 FEET. ASE MAP 9 07 I5 adyko DESIGNED 08/22/14 ADD .36 R.C.P. MOSQUITO DISTRICT CULVERT RML 9 16 16 CALCS. gsign SCALE NONE REVISE BRIDGE LOCATION RML 12 15 10 08/25/14 PG I JOB No. 14-009 ENGINEERS, PLANNERS 60: CONSTRUCTION MANAGERS CHECKED 9 RAINAGE PLAN STATE OE ELORIDA CERTIFICATE OE AUTHORIZATION NO. 28610 APPROVED REG. NO. 34288 25+90 LOW POINT STA. 25+69.63 EL. 5.75 STA. 139 0.30% 4o IN: FEET 1 inch 20 ftia CONST. RETAINING WALL SEE DETAIL SHEET 15 OF 26 CONST. 4? (MANHOLE #5106 CRATE 5 GRATE EL. 5.7 WV. 075 5 Ag ALL ELEVATIONS SHOWN HEREON REFER TO 1988 (N.A.V.D.). TO CONVERT TO 1929 ADD 1.50 FEET. CONST. 96 L.F. OF RETAINING WALL RAIL SECTION 8?8 SEE DETAIL SHEET 15 OF 26 HIGH POI STA. 27+ .19 EL. 6.17 ONST. 279 LF OF 4" RCP 0.13% CONST. CURB 1 0.30 CON ST. RB Permit Number 56-0264272-002-EM Southeast District UPDATE BASE MAP REVISE BRIDGE LOCATION 6 ST. 4' MANHOLE SF #5106 GRATE ATE EL. 5.75 N. INV. 0.40 S. INV. 0.40 LOW POINT STA. 28+ .74 HIGH POINT 0 EL. 5.75 STA. 29+78.61 EL. 6.14 129.87'@ 0. SEA PEARL ST. 238 LF OF 24 RCP 0.135% CON T. 4? MANHOLE 112.84?@ 46 PROPOSED P00L SF #5106 GRATE GRATE EL. 5.75 N. M. 0.05 w,'INv. 0.05 . . :1 I fl CONST. LF OF 24" RCP 0.135% 147.0 00.50% 3 LEGEND AREA OF EXISTING MANGROVE SWAMP AREA OF UPLAND BUFFER PROVIDED AREA OF DUNE PRESERVATION AREA OF PROPOSED PAVEMENT AREA OF PROPOSED CONCRETE EXISTING CON TOU EXISTING ELEVATION DRAINAGE BASIN BY DATE COMPUTER RML FIELD BK. 4400 BELLE GROVE DRIVE ET. PIERCE, EL. 34981 PHONE: 77253053261 EAX: 7724644383 enginp0d225@aol.com 21(1ka eagn roup, LLC ENGINEERS, PLANNERS 65: CONSTRUCTION MANAGERS STATE OE FLORIDA CERTIFICATE OE AUTHORIZATION NO. 28610 DESIGNED CALCS. DRAWN DETAILED CHECKED APPROVED DATE 8/22/14 8/22/14 LO POI 5.5 CONST. 90 L.F. OF RETAINING WALL RAIL SECTION SEE DETAIL SHEET 15 OF 26 CONST. STOP SIGN 24" STOP BAR TYPE INLET A GRATE EL. 1.80 E. M. 0.00 DRY DETENTION AREA 020 ACRES BOT. ELEV. I MA CH LINE AINI AIL 18" HDP .11% SD-12 CONST. TYPE INLET GRATE EL. 0.00 E. INV. -2.00 7 OVE WETLAND SWAM Hf RI .LADY REG. NO. 288 SUNSET BEA CH PAVING, GRADING DRAINAGE PLAN DATE: 08 22 14 HORIZ. SCALE: 20? VERT. SCALE: NONE JOB No. 14-009 OF 26 SHEET 6 10 20,3 40 LANDWARD UN OI: GRASSES CONST. 4? MANHOLE 1 #5105 GRATE GRATE EL. 5.75 CONST. 164 LF CONST. 4' MANH N. INV. 0.#5106 GRATE EL. 5.75 N, IN 0.40 ,4 S. M. 0.40 I .. 0. CONST. 6.30 CUR ST. CUR ST. CURB . 132.98?@ 050% 132.97'@ 0. CONST. HIGH POINT LOW POINT is 4 EL. . 5.7 20? WIDE INGRESS CONST. TYPE EGRESS EASEMENT CURB MA CH LINE LEGEND AREA OF EXISTING MANGROVE SWAMP AREA OF PROVIDED AREA OF PROPOSED Permit Number INLET EXISTING ELEVATION .00 . 2.00 56-0264272-002-EM DRAINAGE BASIN Southeast District A 1/ 20/ RI M.LADY . L. REG. NO. 288 CO PUTER . 7. DATE: 08 22 14 ALL ELEVATIONS HEREON REFER TO 1988 (N.A.V.D.). T0 CONVERT DATE HELD . 20? 1929 (N.G.V.D.) ADD 1.50 FEET. UPDATE BASE MAP FM 9 0716 atlka DESIGNED. I A mm SCALE VERT. SCALE: REVISE BRIDGE LOCATION RML 12 15 16 ?Slgn CALCS. NONE en 'n 0d225?a0lcom DRAWN I'Oup7 DETAILED JOB No. 14-009 MANAGERS CHECKED GRADING DRAINAGE PLAN SH EET 7 OF 2 6 STATE OF FLORIDA CERTIFICATE OE AUTHORIZATION NO 28610 APPROVED GRAPHIC SCALE IN FEET 1 inch 20 ft. LEGEND AREA OF EXISTING MANGROVE SWAMP (92: ?92 BE) (886L MEIN 03080038) AREA OF UPLAND BUFFER PROVIDED AREA OF DUNE PRESERVATION AREA OF PROPOSED PAVEMENT AREA OF PROPOSED CONCRETE OHU EXISTING OVERHEAD UTILITY LINE EXISTING WATER MAIN EXISTING IRRIGATION MAIN EXISTING SANITARY FORCE MAIN EXISTING CONTOUR EXISTING ELEVATION DRAINAGE BASIN ONST. OP SIGN 8c 4" STOP BAR MANGROVE WETLAND SWAMP - WEST BRIDGE 80-13 ABUTMENT CONST. 4? MANHOLE STA. 10+59.50 #5130 ELEV. 6.10 EL. 5.74 INV. 2.50 26 LF 0F TYPICAL PILING 0.18% I LOCATIONS I cg STA ROAD 4? 100+ .00 SIP 10+p0 00 Low OINT POINT STA. 10+55.64 a. EL. 6I00 EL. 8.87 I SDJ14 CONST. 4? MANHOLE SF #5130 GRATE EL. 5.74 N. NV. 2.45 S. INV. -2.00 I AVM .LHOIEI CON 13 LE OF 18? DPE 1.00% I I i CONST. TYPE INLET . GRATE ELSWAMP E. 4.13 Permit Number 56-0264272-002-EM SEHOV 108 VEHV NOLLNELLEICI AUG BRIDGE SPAN 267-0' APPROX. ELEV. OF OF BRIDGE 8.87 EASTERLY BRIDE ABUTMENT FLOATING TURBIDITY Southeast District CONST. CONTROL DATUM ELEV. STRUCTURE #3 SEE DETAIL SHEET 15 OF 28; I CONST. 10 LE. OF: 18? HDPE 1.00;; CONST. TYPE INLET CRATE EL. 1.50 w. INV. ?2.13 .1 . REG. NO. 288 ALL ELEVATIONS SHOWN HEREON REFER TO 1988 TO CONVERT TO - I I 0 BY DATE COMPUTER FIELD AQOBEIIEGROVEDRNE DATE DATE: 08 22 14 1929 (N.G.V.D.) ADD 1,50 FEET. REVISE BRIDGE LOCATION RML 12 15 16 adyko DESIGNED 08/22/14 HORIZ. SCALE: 20. 7 VERT. SCALE: NONE ESlg? EAA. 7724644883 enginpod225?aoLcom 08/22/14 JOB N0. MANAGERS CHECKED NAGE PLAN SHEET 3 OF 26 STATE OE FLORIDA CERTIFICATE OF AUTHORIZATION NO. 28610 APPROVED RIM EL. PER PLAN 22?1/4" A 8: I TV 1; TYPE GRATES ARE CASTED TWO SECTIONS A I ?0.1 II, TYPE DIMENSION 2 INLET o5 1:1 12UOSOFO 0: 21/4 y. :3 3?0 4?6 3-4 4?4 1?5 24/42 -- 8, 8? 1:1 1:1 NTS- #17015 NOTE: (1) FOR MORE INFORMATION SEE D.O.T. I: 1984 STANDARDS INDEX NO. 232 PLAN - 2 1/4" I 43 4?1/2" 23 2 1/2? LG. . GRATE . GALVANIZED BOLTS I 6 TO 9 .N GENERAL NOTES BARS BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/[/12 ?10 FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION 3: ii . . IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO I II II I SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WITH CLEAN SAND. 1 1/4 GRATES: CAST IRON GRATES TO BE U.S.F. NO. 6212 IN ACCORDANCE 0 II II ?m WITH FLA. D.O.T. SPECS. FOR TRAFFIC BEARING GRATES. 35 3 4 GRATE 4 7/8" DIA. ?00 ANCHOR HOLES .. 5 5. I 2 NOTES: .N I 37 9/15 1? MATERIAL: CLASS SOB GRAY IRON54.SEE GENERAL NOTES I 4? HOOD WT. 125 LBS. APP. SECTION TYPE 8c IN LETS I 43 I . FOUNDRY N.T.S. DIMENSIONS AND OUANTI TIES 54? CONCRETE SLAB (CY) a SODDING (SO. YDS.) a A 0 I Sing/e Double Trip/e Quad. Single Double Triple Quad. Single Double Trip/e Quad. 5'36 General We NO- 3- Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe See Sheef 5 0f 6 For 3 Slob Guam/fies 2'7? 2.8 4/0 2.05' 5' I22 29' 4.53' 7.27 9.79' 0.38 0.58 0.l.97? 2.74? 2.56? 6? 3.4? 4.92? 7.75? /0.58? l3.42? l.2l? 0.44 0.Values shown for esi?imdi?ing pipe quani?ilies and are for 2 2.06? 3.85? 3.56? 7' 3.4' 5.50? 8.92' /5.75' 1.25' 0.54 0.83 I42 24 28 32 35 informofion only. 30" 2.l5' 4.95' 4.56' 8' 2.00? 3.4? 6.08? /0.33' I4 58' l8.83? 0.56 /.35" 2.25' 6.08' 8.33' 5.55' 9' 2.24? 3.4' 5.57' 8.75 I5 83' 2/.92? 0.8/ [.42" 5'0" 2.34' 7.27 9.55' 5.55' 2.45' 3.4' 725' I3 25' I9 25' 2525' I38 0.97 I.5?0? 48? 5'9? 243' 8.33? /0.76? 7.55' 2.65' 3.4' 7.83' /4.58? 28.08? l.42? 2.04 2.93 3.84 32 39 47 54 5 2.52' 9.44' 8.55' 2.83' 3.4' 8.42? I508 23.75' 3/.42' 2.44 3.50? 2.52' /0.56? 9.55? 3.00' 4.4' 9.00' l7.50' 25.00' 34.50' l.50' I.5I 2.89 4.28 5.58 35 45 55 54 5 92" ll.68? I439 I055 3/8 4.4' 9.58' /8.75? 27.92' 37.08? l.54? I58 3.25 4.84 543 38 48 58 58 72" Iona" 2,801 I280 I550 3.30? 4.4? I0.l6? 2015' 30/8 40.l6? /.89 374 5.59 745 40 5/ 52 73 2.27' 4.09' 5.35' 4.03' 8? 4.0' 4.53' 7 27 9.79' 05 0.87 i.I5 /.44 23 28 29 32 2?40" 235' 7.48' 5.03' 9? 4.0' 4.92' 7.75' l0.58? 3.22 0.7035 ll? 4.0' 5.50' 892' I2 33' . . . /.30 1.4'3" 9.25' /9l.95? 9.03' l3? 2.00' 4.0' 6.08? /0.33' /4.58? l8.83: II0 I.74 2.6?42 A525 D?mens?ons pe?m?I?e" *0 WOW ?55 0f 8 510mm We ?5?ng- 35" 2-87' "-030 I 2-24' 4-0' 5-57' ?6 83' 2?92 1133Dimensions Io o/Iow use of IZ?Sfandard pipe lengi?hs. Slope 42? 3.05' 537? l6.42' l3.03? 245' 4.0' 7.25' l3.25? I9 25' 25.25' l.38? I58 2.48? 3.22' /5.43? 18.65? [5.03? l9? 2.65? 4.0? 7.83? i4.58? 2/ 33? 28.08? 85 3.Concrefe slab shall be deepened f0 form bridge across crown of pipe. See seoi?ion below. 54" 7'8" 3.39' l7.49? 20.88? 77.03' 2l? 2.83? 4.0' 8.42' /6.08? 23.75' 3/.42' l.46? 2./4 3.50" 3.55' /9.55' l9.03? 23' 3.00' 4.0' 9.00' /7.50? 25.00' 34.50? 1.50' 2.45 4.55? 9'2" 3.73' 9.52 25.35' 25' 4.0' 9.58' 27.92? 37.08' l.54? 2.88 5.54 8/8 49 59 59 80 72" l0?-O" 3.9i' 2388' 27.59' 23.03' 27' 3.30' 4.0' l0.l6' 20/8 30/5' 40/5' 3.54 6.6/ 9.87 I3.I3 52 53 74 85 ??50dj KBeve/ed 0r Round Corners In [Beveled 0r Round Corners Concrete 550,3" Or 52?? Thick, n/ d/ I Reinforced WWF 0 TOP VIEW PIPE @019 Genera/mof? 6?s 4/ 3H0r5?llm A Deepen Around Ouiside Edge Of PIpe For 52 Slab 1 4-4 0, l? Concreie 5/00, 3" Or Thick, In Soc, A, I Reinforced WWF I A0 I 8 43;: Comm 6 TOP VIEW PIPE 3 Saddle ?4on Side Diioh erode3 40M 2? Nor Less Than 0 2 mm Unless Approved By The Engineer 5 50d N0 Pipe Joint Perm/Tied I 44 *Slope: II/liier: To 2? Pipe F07 Pipes And Smaller. Paid For A9) Pipe Culveri? A 1? l.-2 For Pipes 24" And Larger. (Pipe To Be Included Under Unit Price For Mii?ered End Mnen To Pipe For Pipes And Smaller. es 24? And Lor er. SECTION 0 'p 9 NOTE.- See sheei? 6 for details and noies. MITERED END SECTION DETAIL FDOT INDEX 270 2 1,2,QISISISIMSIM 43 1/8? 53 1/2" 8 7 FINISHED I ITI LIMITS FOR MACHINE EXCAVATION INVERT 22!! 19 1/2" 22 1/4? 29 1/4" i j? U.S FOUNDRY 5106 FRAME 8c GRATE N.T.S. MAXIMUM TRENCH WIDTH 2 PIPE DEPTH PLACE AND COMPACT IN 6? LIFTS CA 12? 1/2 PIPE HAND PLACED O.D. SELECT MATERIAL NOTES: PIPE CD. 24 IN. MAX. WIDTH 36? MIN. COVER ALTERNATE FOR MACHINE EXCAVATION AND OVEREXCAVATION LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12? ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD TYPICAL TRENCH SECTION 8" BRICK OR CONCRETE OR 6? REINFORCED CONCRETE ONE CAGE #4 12? CTRS. BOTH WAYS IN CENTER 1/3 0 CONCRETE WALL PAVEMENT SECTION 12? 1 1 BASE SUBGRADE #4 BARS CONT. 1 Permit Number NOTE: ALL CURBS TO BE SAWCUT 5? INTERVALS. HEADER CURB 24" 7 1/2" 2% NOTE: ALL CURBS TO BE SAWCUT 5? INTERVALS. VALLEY CURB PAVEMENT SECTION 1 8? BASE SUBGRADE TYPE CURB N.T.S. 7 1/2" STD. 6? MIN. NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE UNLESS OTHERWISE SHOWN ON PLANS. )9 ,3 TYPE CURB N.T.S. VARIES 3,000 PSI CONCRETE MESH 1.5 1/2" CHAMFER .v 56-0264272-002-EM Southeast District ISL. I I . I 4 BARS 9" CTRS. Rno BOTH WAYS STORM MANHOLE N.T.S. SEE PLANS in #8 BARS I BOTH WAYS :00 #8 BARS7 4 I CALL. THICKNESS OF WALL NOTE: STORM WLID 1 20?0? 1/2" OPTIONAL KEY CAST IRON LID TO BE U.S.F. NO. 125 #6 6? CTRS. BOTH WAYS PAVEMENT 18? 6.. PAVEMEN SECTION . .S. VARIES 3,000 PSI CONCRETE MESH 1.5 2% TYPICAL, I, COMPACTED SUBGRADE 95% MAX. DENSITY PER AASHTO T-99 1/8? 1/2? 1/2" EXPANSION JOINT TYPE MATERIAL TYPE TYPE SIDEWALK JOINTS TABLE OF SIDEWALK JOINTS TYPE LOCATION AT PC. AND P.T. OF CURVES AND AT JUNCTION OF EXISTING AND NEW SIDEWALKS. CENTER T0 CENTER ON NEW SIDEWALKS. WHERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES SIDEWALK CONSTRUCTION SIDEWALK CONSTRUCTION DETAILS NOTE: PLEASE REFER TO F.D.O.T. INDEX #310 FOR SIDEWALK CONSTRUCTION ALL ELEVATIONS SHOWN HEREON REFER TO 1988 TO CONVERT TO 1929 (N.G.V.D.) ADD 1.50 FEET. TYPE N.T.(DOT a I RICHARD M. LADY 34288 COMPUTER . ONS- FILE REF. FIELD 8(1ka CSign roup, LLC ENGINEERS, PLANNERS 652' CONSTRUCTION MANAGERS STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NO. 28610 4400 BELLE GROVE DRIVE FT. PIERCE, FL. 34981 PHONE: 77253048261 FAX: 772116441383 enginpod225@aol.com DATE DESIGNED 08/22/14 CALCS. DATE: 08/22/14 HORIZ. SCALE: NONE VERT. SCALE: NONE DRAWN 08/22/14 DETAILED CHECKED PAVING, GRADING DRAINAGE DETAILS JOB No. 14-009 APPROVED 44514 26 A R.C.P. NOTES ADA RAMP I 1 TOP PORTION OF FTP 25 8c 26 6? SIDEWALK I VARIES 30' TYP. HAVE A REFLECTIVE BLUE MIN. FINISHED EL. 5.75 MIN. MATERIAL OR EQUAL I BACKGROUND WITH REFLECTIVE PER DOT 304 SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A I 23, 24 2. REFLECTIVE WHITE BACKGROUNG WITH BLACK OPAQUE LEGEND AND BORDER. BASE COURSE REINFORCED CONCRETE PIPE FABRICATED ON DRAINAGE . . . . . . . K) 7 12? HEADER 12" HEADER ONE PANEL OR TWO. STRUCTURE . . . . . . . 4 SIDEWALK CURB VALLEY CURB I 4. FTP 25 IS FOR AREAS WHERE SPACE 1 . CURB IS LIMITEDMIN. 2% MINMIN. I I I ?3'33! - OVERLAP I 421 11221:?: .3 I i? . A ?2 CONCRETE STOP . NOTE: LIMITS OF FILTER MATERIAL 1/2" 'i I 5' MIRAFI 14ON ON TOP 86 SIDES OF TRENCH FILTER MATERIAL 5'3 1i 12? 10? ROCK 0R EQUAL TYPICAL HANDICAP TYPICAL 8 EXFILTRATION CONNECTION DETAIL ARIGB 12 PAPKINC SPACE PAPNNC SPACE I, 1_ SERIES ?5 SERIES 1.8" - 7/16 HOLES 4 LIMEROCK BASE DISABLED DISABLED %an PN e: .. .. 5 0'0- - 12? STABILIZED SUBGRADE (LBR 40 3-: 1/2 PERMIT g8. . COMPACTED TO 98% OF MAX. DENSITY ONLY 15.x WATER TENSAR MINIMUM OVERLAP SPACED TABLE EL. 18? EACH DIRECTION to I. 6" 6? WOODEN POST 7 I I I I BLUE EPUSEIEEPELUE 12 CONCRETE CAP w/ 2 STRINCEPS TYPICAL PAVEMENT SECTION I SEA PEARL) I EL. 0.00 6 FT. O.C. SINGLE WHITE 6? 65-NOTE: NO FILTER MATERIAL ON TRENCH BOTTOM EXFILTRATION TRENCH SECTION 2' WIDTH VARIES 2' TYPICAL PARKING 8c HANDICAP SPACE DETAIL NOTE: PLEASE REFER TO F.D.O.T, INDEXES #17346 AND 17355 FOR THE LATEST HANDICAP NOTE: PERFORATED PIPE SHALL CONSIST OF Tom-1.0 SQ. OPENINGS ms. PAVEMENT MARKING AND HANDICAP SIGN DETAILS STAGGERED 2/3/2/3. TYPE TYCPERBF RETAINING WALL CURB MIRAFI 140 GRASSPAVE2 SYSTEM FILTER FABRIC 6? COQUINA ROCK BASE (LBR 100) 2% MIN, 2% MIN. 12? STABILIZED SUBGRADE (LBR 40 VIEW-IND COM PACTED To 98% MAX. DENSITY I I 8.0? VARIES (SEE - AS PER AASHTO T480 I I I I I 12? TYPE WEIR INLET son STABILIZED EMERGENCY ACCESS .. I ESP BOTTOM TI 1?1/2 TYPE (TRAFFIC C) 54.. . . ELEV. 2.5 NOTE: GRASSPAVEZ SYSTEM 1; 8 LIMEROCK BASE . . . . . . HYDROGROW MIX BELOW RING - Top EL: VARIES .. SUPPLIED FREE BY MANUFACTURER 12" STABILIZED SUBGRADE (LBR 40 MA 2.5 _30? A ??3?2?07 .351 0" ON TOP OF CLEAN SHARP SAND COMPACTED TO 98% OF MAX. DENSITY . ., . AS PER AASHTO I ?00 TYP PAVEMENT SECTION ENTRANCE 4? BOTTOM EL: 1'50 4? DETENTION AREA RETAINING WALL DETAIL CONCRETE RUBPLE MAX. MAX. MS. PLAN VIEW DRY DETENTION SECTION - - EL: 5'3? AILI N.T.S. . . I WEIR INVERT MIRAFI 500x ELEV. 4.70 6" 6? WOODEN POST FABRIC 30? 30? (TYP.) 12,: CONCRETE CAP 6 12? CONCRETE CAP I . - BOTTOM BAFFLE A STANDARD STOP SIGN . . . 12 GAUGE ALUMINUM OR SEWALL GRADE WETLANDJ I INV ELEV 100 VINYL SHEETING ELEVATION VARIES 3 BLEEDER . NAVD I I . f/ SE 0?15" HDPE ?1.50 I, I A A STRUCTURE INVERT ?2.0u :6 I I VARIES ELEVATION MIRAF, 140 . TYPE .0. INLET I SECTION FILTER FABRIC GROUND ELEVATION CONTROL STRUCTURE DETAIL I. . a 3 X8 ALUMINUM STR NGERS 56-0264272-002-EM TI 12 GAUGE ALUMINUM OR SEWALL GRADE OVE VINYL SHEETING I NOTES I MODIFIED 1. FINAL DESIGN OF RETAINING WALL TO BE DETERMINED PRIOR TO CONSTRUCTION. ONLY MATERIALS o" 0" TO BE USED SHALL BE NO. 12 GAUGE ALUMINUM OR VINYL. FINAL DESIGN SHALL INCLUDE ALL I I INLET ALL STRUCTURAL CALCULATIONS. ALL FASTENERS SHALL BE STAINLESS STEEL. . 8n BUTT PILING 12' LG. I B-B WETLAND WALL SECTION . z? Purm}. ?lg??nuij a a VEHICULARSDECR SECTION 1:4- ..: PEDESTRIAN DECK 12'-0? _r i - 0 LANE WIDTH LANE WIDTH ,9 24 HDPE I PM mmlluamrr/wmnf?ox - SURFACE I A TRUNCATED DOME 1/15ij I I EPOXY AGGREGATE VIEW Sidewalk Curb Humps Shall Have Defecioble Warning Surfaces Thai Extend The Full Width Cf The Ram And In The DI/ecf/an Of Travel 24 lna?as {59 an) FM Th5 Back Of? Curb. 12" TTMBER VEHICULAR WEARDECK I I TOP STRUCTURE 3.50 CURB RAMP DE TECTABLE WARNING DE TAIL I I INLETTOP TOP WEIR ELEVATION 6.ELEV. 5.50 I I II I I ?135"? - WEIR INV. CAP I I I 63-3) 3/\Ia" HDPEI 3' \12?714? BUTT PILING \v 18" HDPE -150 STRUCTURE INVERT ?2.0u WW 5W (WHERE EXPOSED) Bone? .0. NET SECTION VIEWS PLAN 3 - TYPICAL BRIDGE SECTION (JOE POND) PLACEMENT OF DE TECTABLE WARNING 0N CURB RAMPS 1. FOR INFORMATIONAL PURPOSES ONLY. REFER TO FINAL DESIGN OF BRIDGE STRUCTURE BY YORK BRIDGE CONCEPTS, INC. 1 2. BRIDGE STRUCTURE HAS BEEN DESIGNED FOR LOADING CAPACITY. ms. . . f0 RICHARD M. REG. 3? A PAVING, GRADING DRAINAGE DETAILS I DATE: 08/22/14 HORIZ. SCALE: NONE VERT. SCALE: NONE 5; JOB No. 14-009 SHEET 15 0F 26 FIELD BK. DATE DESGNED 08/22/14 j: CALCS. DRAWN 08/22/14 5, DETANED I CHECKED APPROVED I REVISIONS TO CONTROL STRUCTURE #3 I REVISIONS TO BRIDGE TYPICAL SECTION RML 10?17-16 I REVISIONS PER ST. LUCIE COUNTY RML 11?18?16 7 REVISIONS TO CONTROL STRUCTURES 4400 BELLE GROVE DRIVE FT. PIERCE, FL. 34981 PHONE: 77253108261 FAX: 77246411383 enginpod225@aol.com Troup, LLC ENGINEERS, PLANNERS 69: CONSTRUCTION MANAGERS STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NO. 28610 ALL ELEVATIONS SHOWN HEREON REFER TO 1988 (N.A.V.D.). TO CONVERT TO 1929 (N.C.VD.) ADD 1.50 FEET. 73 vinyl Sheatheal EAW Steel Cable . 9800 Lbs. Breaking Strength) With A Galvanized Connectors (Tool Free Disconnect) Closed Ce? 30W Hash-c Foam 51? C/osed Ce? 50W Howie Foam Flotation Dia. Equiv.) Lbs. . I Flotation Dia. Equiv.) lbs. Pe? Ft Per Ft. Buoyancy) SOD I I 5.. gPa/ypro Rope 1 1 SIDEWALK Oz. Nylon Reinforced [3 02, WW, Reinforced (Sign/?5 PROPOSED INLET 1 1 PVC Fabric (300 psi Test); in PVC Fabric (300 psi 9 F1 . l6 Test) With Lacina Grommets) 3? Galvanized Chain .DITCH TYPE B. TYPE I 0, =5?Std. (Single Panel For Depths 5? or Less). q? CURB a CURB a: GUTTER 02 =5?Std. (Additional Panel For Depths I GUTTER a POST Curtain To Reach Bottom Up To Depths Of /0 Feet. ROCK BAGS ROCK BAGS I TwoiZ) Panels To Be Used For Depths Greater Than -- lO Feet Unless Special Depth Curtains Specifically Cal/ed PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET - . 1. Form the this ?his at the Engineer- . RECOMMENDED COMPONENTS OF TYPES IAND IT MAY BE SIMILAR OR 7o PROPHETARY DESCNS ON THE PROTECTION AROUND INLETS OR SIMILAR STRUCTURES THE USER. FOR TYPES IAND BE AS APPROVED BY THE ENGINEER. EDGE OF SHOULDER, GRADE VARIES FLOA BARRIERS mm: momma A 3 . LEGEND GRADE MIDWAY UP THE SLOPE. OONSTRUCT TWO Rows OF pmposcd Toe of Slope. Pile Locations BALE BARRERS WHERE THE SLOPE LENGTH EXCEEDS 50 FEET Dredge Dr Area a 1 TYPE I AND TYPE BARRIERS SHOULD BE SPACED IN ACCORDANCE WITH I, 1. gost?aptgoneiwidx; eO/r '3 2. HAY BALES SHALL BE TRENCHED 3? T0 4" AND ACHORED TWO OR 4? WOOD Buoy W/A/ic Of i 5? I GRADE- STAKES. STAKES OF OTHER MATERIAL OR SHAPE PROVIDING EQUIVALENT STRENGTH MAY BE USED Permlt Number A 6, Max 1.33 Lbs/Ft. Min.) VI IF APPROVED BY THE ENGINEER. STAKES OTHER THAN WOOD SHALL BE REMOVED UPON COMPLETION no or 1: OF THE PROJECT Barr?er Movement Due - -I - 3. RAILS AND POSTS SHALL BE 2"x4" WOOD. OTHER MATERIALS PROVIDING EQUIVALENT STRENGTH MAY 0 To C?Wemc Am,? . 331231;: Aggro/esUSED IF APPROVED BY THE ENGINEER. 4. ADJACENT BALES SHALL BE BUTTED FIRMLY TOGETHER. UNAVOIDABLE GAPS SHALL BE PLUGGED WITH HAY OR STRAW TO PREVENT SILT FROM PASSING. To, 5. WHERE USED IN CONJUNCTION WITH SILT FENCE, HAY BALES SHALL BE PLACED ON THE UPSTREAM 0. LE SIDE OF THE FENCE. 5 I 6. BALES TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR BALED HAY OR STRAWUNIT PRICE SHALL INCLUDE THE COST OF FILTER FABRIC FOR TYPE I AND II BARRIERS. SAND BAGS 9 IS 33 WT SHALL BE PAID FOR UNDER THE UNIT PRICE FOR SANDBAGGING, CY. ROCK BAGS SHALL BE PAID at; :2 I FOR UNDER THE CONTRACT UNIT PRICE FOR ROCK BAGS. EA. ?0 A Curran], Shore Line Limits 0f Const. TOE 0F SLOPE STAKED TY SII BELOW FOR 0R GRADE WOVDI FILTER FABRIC IN ABSENCE OF Linn-i5 0f const, 7 Shore Line PROTECTION AT TOE OF SLOPE ESTABLISHED GRASS (APPROX. 12? Structure Alignment SECURE EDGES BY ENTRENCHING AND EXTEND UNDER BAGS AND BALEs. . 0 A SHALL MEET THE REQUIREMENTS OF I A SECTION 985 OF THE STANDARD Turbidity SPECIFICATIONS. Barriers ALONG FILL SLOPE SAND ms~ I Nomi GENERAL NOTES 5 MIN Turbidity barriers for flowing streams and tidal ?j creeks may be either floating, or staked-types Floating turbidity barriers are to be paid for under the an NOTES.- 0? any comb/?0?10? of types 777?? WW contract unit price for Floating Turbidity Barrierconditions and meet erosion control and water i 5? ON CENTERS (Wm Turb?d?fy mm? are to be Wad al/permanenf bod/65 regardless 0f wafer dept/L quality requirements. The barrier typels) will 2. Staked turbidity barriers are to be paid for under the contract As UIRED ?0 FLOW 2' Number and Who? .depende?? 0? Gwen" I I be at the Contractors option unless otherwise unit price for Staked Turbidity Barrier, LF. 3. Deployment of barrier around pile locations may vary to accommodate construction operations. specified in me plans. howeve, paymenf Wm 0 4. Navigation may require segmenting barrier during construction operations. be under the pay Hem? established in the a a 5. For additionoi information see Section l04 of the Standard Specifications. plans for Floating Turbidity Barrier and/or ., PLAN stoked Turbidity Barrier. Posts in staked . turbidity barriers to be installed in vertical PL position unless otherwise directed by the NATURAL OVERLAP ENDS Eng/?Men GROUND RNL TURBIDITY BARRIER DETAILS -- - STD. INDEX #103 Ree . . ELEVATION ELEVATION . To BE USED WHERE THE NATURAL GROUND To BE USED WHERE THE NATURAL GROUND 1? MIN RECOMMENDED Min. Recommended 98 40: Pave/new SLOPES TOWARD THE TOE 0F SLOPE SLOPES AWAY FROM THE TOE 0F SLOPE ANCHOR TOP BALES To LOWER BALES WITH Two STAKES PER BALE. :3 AT TOE OF SLOPE 3 I ELEVATION TYPE I a GENERAL NOTES mm 2: A Soil Tracking Prevention Device STPD shall be constructed at locations designated by the engineer for points of egress from A 5:33; unstabi/ized areas of the project to public roads where offsite tracking Approach Length of mud could occur. Traffic from unstabi/l?zed areas of the construction '7 BALED HAY AND BALED STRAW BARRIERS or - - . positive means shall be used as required to limit and direct vehicular x? F.D.O.T. STD. INDEX #102 sheet 2 of 3 We? We? 2. The Contractor may propose an alternative technique to minimize I 3 3 offsite tracking of sediment. The alternati?Ve must be reviewed and If approved by the Engineer prior to its use. 503M. POST (49?51. 3. All materials spilled, dropped, or tracked onto public roads a, including the STPD aggregate and construction mud shall be removed P. 0 daily, or more frequently it so directed by the Engineer. 5 Lb: Tb comm,? Paved Tumom I (Index No May Be MINIMUM 4. Aggregates shall be as described in Section 90/ excluding 90/25. 6 Deleted If Approved PONDING HT. Aggregates shall be FOOT size If this size is not available, the next *5 By The En meer NOTE: available smaller size aggregate may be substituted with the approval of the .5 33 1, INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT . FILTER FABRIC Engineer. Si2es containing excessive small aggregate will track off the project COARSE WHEN NECESSARY. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. . ATTACHED SECURELY and are unsuitabie, AGGREGATE 3 LE 2. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 1"x2" SHTAKES T0 UPSTREAM 5 THICK 8 LL . ONE HALF THE HEIGHT OF THE BARRIER. 36 SIDE OF POST 5. The sedimentpit should provide a retention vo/ume of 3600 cubic 0 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT . PLACF THE END POST OF ONE feet/acre of surface area draining to the pit. g, (I) f? CONTRIBUTE TO SEDIMENTATION. RUNOFF OST 0 When the STPD is isolated from other drainage areas, the following Ln 4 4. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING FENCE BEHIND THE END I: pit volumes will satisfy this requirement: a a n. 50! 3 30/ 50! 7:73 wan? ?2 En 5. SILT FENCING SHALL BE REPLACED AFTER SIX MONTHS OF - 6. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT . As an 0 tion to the sediment the w'dth of the swa/e botto can LOCATION AND A MAXIMUM OF 6 FEET APART FOR EXTRA STRENGTH FILTER . . be inst/fused T0 ODTOIT) the VOIIOJTDC. When, The 0f 7 FTAHBERISTANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE 12" MIN DEGREES IN A CLOCKWISE DIRECTION has been 9?1?er ?9 Mm ?7 be Oleaned? When ?7 Slope To Drain . so?,h b/ 'itf . FENCE AND 8 INCHES OF THE FABRIC SHALL EXTEND HAS TO CREATE A TIGHT SEAL WITH THE is ay 0 es or 6/ once sha/be pace aong the entire length 4\ [r [r Berm . SILT FENCING SHALL NOT BE REMOVED BEFORE THE UP 8 BEEN PERMANENTLY STABILIZED TRENCH MATERIAL 6. This swa/e ditch dra?ning the STPD shall have aaez minimum and - I a .03 maximum gra along the STPD and to the sediment pit. . Swa/e DOUBLE Row STAKED SILTATION BARRIER 7- A I: GROUND AND BURY FLAPA pipe satisfies the clear zone requirements. Q. Sediment Pit DOUBLE ROW SILTATION FENCE SHALL BE PLACED ALONG PERIMETER OF PROJECT AS PLAN VIEW 8_ The 37/20 5m,pr ,n a common they ,y 0N CONTROL PLAN. to perform its function. To prevent offsite tracking, the STPD shall 8 . Hay Bates be rinsed (daily when in use) to move accumulated mud downward thru .. I JOINING TWO SILT FENCES the stone. Additionalstabilization at the vehicular route leading to the Approach Leng?, Jilin: n? .: Tm. I. .I. STPD may be required to iimit the mud tracked. '1 "Ti Optional Post Positions Principle Post Position As Required Q, P?n3t (OptIor?S: 2d.x gt 0?r I Wmanted 20 T?w?rd How) PONDING HT. 9. A STPD shall be paid for under the contract unit price for Soil Tracking I 2% Mini DIG- W00 i $3 I Finer Fabric (In .9. I Prevention Device, EA. The unit price shall constitute full compensation Va?ume ?3 1.33 Lbs/Ft. Min.) 5 Max, Conformance I FILTER FABRIC for construction, maintenance, replacement of materials, removal, and. r, . A Below The Inlet Elevation Or I see. 985 Spec.) . ATTACHED SECURELY Of The the OUT IIOT . . .- n" ,f 8 Hay Bales The ou?ei. a, Filter Fabric 1"x2" STAKES TO UPSTREAM to excavation, grading, temporary pipe including MES when reqwred filter Lo? 35" SIDE OF POST fabric, aggregate, paved turnouti including asphalt and base construction), Wh?CheVer ?5 Lowe? 2 Fl ditch stabilization, approach route stabilization, sediment removal and disposal, SEC 3 -3 Jwvow water, rinsing and cleaning of the STPD and cleaning of public roads, 4? Min. Type index No. [99 CD RUNOFF grossing and sad. itay bales shah be pahd for under the contract unittnice To for Hay or Straw Baled, EA. Silt fence shall be paid for under the contract Kl unit price for Staked Silt Fence, LF. DETAIL Cover Per 5! Note: 8 coin for Fence to be In .5 ELEVATION SECTION acgordogce I, Sheet 1 of 3 la. The nominal size of a standard STPD is i5?x 50?un/ess I I ?ndex 205 and ditch Installations at drainage otherwise shown in the plans. if the volume of entering and exiting )5 Or 30 structures Sheet 2 of 5, 12 vehicles warrant, a Ja?width STPD may be need ,If approved by the nggregafe . . . - A Engineer. When a double width STPD is used, the pay quantity I Note. Silt Fence to be paId for under the contract unIt prIce for Staked SIlt Fence (LF). Type Silt Fence shall be 2 for each location. I A CD no?. . to . TYPE FENCE - I TRENCH .I-.. lope To Drain I0.Ift/ftIiin. totistztozgeti?tizitf ?35: .3. Filter Fabric WITH COMPACTED NOTES. f: . 0.0 9 (v ?963.? . n?t depby manner that Silt fences Win 1 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR command ?0 EX?Shng or Temporary ?9t as dam ocross permanent ??wmg watercc?urses' FLOWINC OF SEDIMENT ONTO PUBLIC THIS MAY REQUIRE TOP DRESSING, Sidedmm Pipe fences are to be used at upland locations and REPAIR . I turbidity barriers used at permanent bodies of water. CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. To 'Be Stabilized As Required . NOTE SECTION Based an low And Grade RURAL 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC DETAIL WHEN NECESSARY. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 5. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED ONE HALF THE HEIGHT OF THE BARRIER. STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 3' TO AN AREA THAT WILL NOT 4. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS F.D.O.T. INDEX #102 - OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. FDOT STD INDEX 106 4. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 5. SILT FENCING SHALL BE REPLACED AFTER SIX MONTHS OF NORMAL USE. mite} Type Silt Fence Protection 6. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AT THE BARRIER ,r Around Ditch Bottom InIets. LOCATION. 7. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE Type Silt Fence FENCE AND 8 INCHES OF THE FABRIC SHALL EXTEND INTO THE TRENCH 8. SILT FENCING SHALL NOT BE REMOVED BEFORE THE UPSLOPE SURFACE HAS SILT FENCE APPLICATIONS BEEN PERMANENTLY STABILIZED. F.D.0.T. STD. INDEX #102 sheet 3 of 3 5W if 29/7 M. LADYK, FL. REG. . COMPUTER . ALL ELEVATIONS SHOWN HEREON REFER TO 1988 (N.A.V.D.). TO CONVERT TO I I - FILE REF, FIELD 4400 BELLE GROVE DRIVE DATE DATE. 08/22/14 I 929 ADD 1 50 FEET adyko PI MERCER 34981 DESIGNED 08/22/14 SCALE: NONE PHONE. 772 330 8 61 VERT. SCALE: NONE FAX. 7724644383 DRAWN 1 1701,11)7 DETAILED . JOB NO- 4-009 STORMWATER POLLUTION PREVENTION PLAN CHECKED APPROVED ENGINEERS, PLANNERS S: CONSTRUCTION MANAGERS STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION 0. 28610 sneazs 0F 26 1.0 SITE DESCRIPTION 1.0 LEGAL DESCRIPTION STORMWATER POLLUTION PREVENTION GENERAL Government Lot 2, Iess the north 938.84 ft. and less the right?of?woy. for SR. and Government Lot 3, less the right?of??woy for SR. Section 29, Township 358, Range 41E, St. Lucie County, Florida. 1.b LATITUDE LONGITUDE COORDINATES LAT: 27' 24? 32" LON: 80' 44' 59? 1.c NATURE OF CONSTRUCTION ACTIVITIES PROPOSED DEVELOPMENT. CONSTRUCTION ACTIVITIES CONSIST OF CONSTRUCTING ROADWAYS, CURB GUTTER, SIDEWALKS, UNDERGROUND STORM SEWER, WATER MAINS, AND GRAVITY SANITARY SEWER GRINDER STATION. 1.d SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES 1. PLACEMENT OF EROSION CONTROL DEVICES 2. CLEARING, EARTHWORK AND EXCAVATION OF PONDS 3. STORM AND SANITARY SEWER CONSTRUCTION. 4. WATER MAIN FORCE MAIN CONSTRUCTION 5. EARTHWORK ASSOCIATED WITH ROADWAY CONSTRUCTION. 6. GRADING OF LOTS. 7. OFFSITE ROADWAY UTILITY IMPROVEMENTS 8. FINAL SEED MULCH AND SODDING OF UNPAVED PROJECT AREA CALLED FOR IN PLANS. 1.e AREA ESTIMATES TOTAL SITE AREA: 32.50 ACRES TOTAL AREA TO BE DISTURBED ACRES 1.f RUNOFF DATA RUNOFF COEFFICIENTS: BEFORE: 0.2 DURING: 0.3 (VARIES FROM 0.2 T0 0.5) AFTER: 0.4 SOILS DATA: THE GEOTECHNICAL REPORT IS PROVIDED BY THE PROJECT ENGINEER. Permit Number 56-0264272-002-EM Southeast District 1.9 SITE MAP THE CONSTRUCTION PLANS AND STORMWATER POLLUTION PREVENTION PLAN WILL SUBSTITUTE AS SITE MAPS. LOCATIONS OF THE REQUIRED INFORMATION ARE DESCRIBED BELOW. THE SHEET NUMBERS FOR ALL ITEMS DISCUSSED ARE IDENTIFIED ON THE KEY SHEET OF THE CONSTRUCTION PLANS. 0 THE DRAINAGE FLOW PATTERNS ARE AS SHOWN ON THE PAVING DRAINAGE PLANS. APPROXIMATE SLOPES ARE AS SHOWN ON THE ROADWAY PROFILES, AS WELL AS THE CROSS SECTIONS ON THE PAVING DRAINAGE DETAIL SHEETS. 0 TEMPORARY STABILIZATION PRACTICES ARE SHOWN ON THE SWPP PLAN AND DETAIL SHEET. AREAS OF PERMANENT STABILIZATION ARE SHOWN IN THE TYPICAL SECTIONS ON THE PAVING 8c GRADING DETAIL SHEET. 0 THE CONTRACTOR SHALL PROTECT THE ONSITE WETLANDS FROM SEDIMENT AND TURBID WATER. MECHANICAL EQUIPMENT IS PROHIBITED WITHIN THE LIMITS OF THE WETLANDS, AS SHOWN ON THE 1.h RECEIVING WATERS SURFACE WATER DISCHARGE IS SHOWN ON THE PLAN SHEETS. THE SURFACE WATERS ON THE PROJECT DISCHARGE DIRECTLY INTO THE SUNSET BEACH DRY DETENTION SYSTEM. SURFACE WATER DISCHARGE OFFSITE IS ONLY ALLOWED UPON FINAL COMPLETION OF THE STORMWATER MANAGEMENT SYSTEM ONCE ALL SOD STABILIZATION IS COMPLETE, AND ONCE THE WATER QUALITY OF THE SURFACE WATER IS WITHIN THE ACCEPTABLE LIMITS ESTABLISHED BY FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (F.D.E.P.), THE A.C.O.E. AND ST. LUCIE COUNTY . 2.0 CONTROLS AREAS OF SOIL DISTURBANCE ARE AS SHOWN ON THE AREAS NOT TO BE DISTURBED ARE AS SHOWN ON THE THE LOCATION OF SPECIFIED EROSION CONTROL DEVICES ARE AS SHOWN ON THE AND REFERENCED IN THE SPECIFICATION. THE STORMWATER PONDS THE PRIMARY PERMANENT STORMWATER MANAGEMENT CONTROLS, AND ARE SHOWN ON THE PAVING 8c DRAINAGE PLANS. 2.0 EROSION AND SEDIMENT CONTROLS THE FOLLOWING DEFINES GENERAL QUANTITIES FOR THE SEQUENCE OF CONSTRUCTION AND THE USE OF STABILIZATION AND STRUCTURAL PRACTICES. THE CONSTRUCTION OF THE PROJECT IS EXPECTED TO LAST ONE YEAR: 1. INSTALL SOIL TRACKING PREVENTION DEVICES AT ALL COMMON AREAS WHERE CONSTRUCTION VEHICLES WILL BE ENTERING AND EXITING THE PROJECT AS INDICATED ON THE DETAILS SHEET 24 OF 29. 2. INSTALL TYPE SILT FENCE PER DETAILS SHEET 24 OF 29, AS INDICATED ON THE 3. INSTALL ROCK BAGS IN FRONT OF ALL CURB GUTTER INLETS ON PROJECT, PER DETAILS SHEET 24 OF 29, AS INDICATED ON THE 4. INSTALL HAY BALES AROUND ALL DITCH BOTTOM INLETS ON PROJECT, PER DETAILS SHEET 24 OF 29, AS INDICATED ON THE 5. INSTALL STAKED TURBIDITY BARRIERS PER DETAILS SHEET 24 OF 29, AS INDICATED ON THE AT THE FOLLOWING LOCATION: A) AT ALL OUTFALL PIPES INTO THE MANGROVE WETLAND AREAS. B) OTHER AREAS AS DESIGNATED BY F.D.E.P., F.P.F.W.C.D., ST. LUCIE COUNTY, AND PROJECT ENGINEER AS DEEMED NECESSARY DUE TO ONGOING CONSTRUCTION ACTIVITIES. 2.b STABILIZATION PRACTICES SEED MULCH IN ACCORDANCE WITH FDOT INDEX No. 104. PERMANENT: ASPHALT 0R CONCRETE SURFACE. SOD IN ACCORDANCE WITH THE DESIGN PLANS. ALL STABILIZATION PRACTICES SHALL BE INITIATED AS SOON AS POSSIBLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 30 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION IN THAT PORTION OF THE SITE HAS TEMPORARILY CEASED. THE CONTRACTOR IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE TO THE ENGINEER OF RECORD (E.O.R.). 2.e STRUCTURAL PRACTICES TEMPORARY: 1. SILT FENCE IN ACCORDANCE WITH DETAILS SHEET 24 OF 29, AS SHOWN ON THE 2. STRAW BALES IN ACCORDANCE WITH DETAILS SHEET 24 OF 29, AS SHOWN ON THE 3. INLET PROTECTION IN ACCORDANCE WITH DETAILS SHEET 24 OF 29, AS SHOWN ON THE 4 . THE SEDIMENT BASIN PERMANENT STORMWATER PONDS WILL BE TEMPORARILY MODIFIED ACCORDING TO THE DETAILS ON THE ADDITIONAL DEVICES MAY BE UTILIZED AS DIRECTED BY THE PROJECT ENGINEER. 5. ALL SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY UPSTREAM OF TH CONTROL. PERMANENT: STORM WATER PONDS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTIANING BARRIERS AROUND ALL OUTFALL CONTROL STRUCTURES. ALL POND SIDE SLOPES SHALL BE SODDED IMMEDIATLY UPON SLOPE APPROVAL BY PROJECT ENGINEER. SOD SHALL EXTEND 2? BEYOND THE POND TOP OF BANK, AND PER THE LAKE EXCAVATION DETAIL. (IF APPLICABLE) 2.e STORMWATER MAN AGEM ENTI STORMWATER WILL BE CONVEYED IN THE STORM SEWER SYSTEM, CROSS DRAINS AND SWALES TO THE . STORMWATER PONDS. 21? OTHER CONTROLS 1. WASTE DISPOSAL: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE AND PROVIDING THIS INFORMATION TO THE E.O.R. DISPOSAL OF ALL WASTE SHALL BE IN ACCORDANCE WITH ALL LOCAL AND STATE STANDARDS. 2. VEHICLE TRACKING: THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE AND PROVIDING THIS INFORMATION TO THE E.O.R. 3. STATE AND LOCAL REGULATIONS (WASTE, SANITARY, SEPTIC): THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE AND PROVIDING THIS INFORMATION TO THE E.O.R. 4. APPLICATION OF FERTILIZER AND PESTICIDES: FERTILIZER WILL BE APPLIED ACCORDING TO APPLICABLE SUBSECTIONS OF EITHER SECTION 570 OR 577 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DOCUMENTING THE USE OF PESTICIDES. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THIS INFORMATION TO THE E.O.R. 2.g STATE AND LOCAL PLANS THIS PROJECT HAS AN ERP PERMIT APPLICATION APPROVED BY THE FLORIDA DEPT. OF ENVIRONEMTNAL PROTECTION (F.D.E.P.) FOR MODIFICATION. COPIES OF THE PERMIT CAN BE PROVIDED BY THE ENGINEER OF RECORD. 3.0 MAINTENANCE ITEM SILT FENCE STRAW BALES PONDS THE CONTRACTOR SHALL MAINTAIN RAIN GAUGES AND RECORD DAILY RAINFALL. THE CONTRACTOR IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE AND IS RESPONSIBLE FOR SUPPLYING THIS INFORMATION TO THE E.O.R. 4.0 INSPECTION QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. WHERE SITES HAVE BEEN FINALLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE ONCE EVERY MONTH. POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM SYSTEMS DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION STRUCTURAL CONTROLS STORMWATER MANAGEMENT SYSTEMS LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE 5.0 NON DISCHARGES THE CONTRACTOR IS REQUIRED TO SUBMIT A DEWATERING PLAN TO FOR APPROVAL TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES THAT REQUIRE DEWATERING. THIS PLAN SHALL INCLUDE ANY STOCKPILE AREAS AND EXCAVATION AREAS. SEE RULES AND REGULATIONS REGARDING CONSUMPTIVE USE OF WATER SPECIFYING REQUIREMENTS FOR DEWATERING AND ERP APPLICATION SECTION E, SUBSECTION CONSTRUCTION SCHEDULE AND TECHNIQUES. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE TO THE E.O.R. IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, CONTACT THE LOCAL DISTRICT HAZARDOUS MATERIALS COORDINATOR. I l?f/Zwr M. ADYKO, REG. No?. 34288 1929 (N.G.V.D.) ADD 1.50 FEET. ALL ELEVATIONS SHOWN HEREON REFER TO 1988 (N.A.V.D.). TO CONVERT TO FILE REF. FIELD 4400 BELLE GROVE DRIVE DATE: 08/22/14 DATE FT. PIERCE, FL. 34981 DESIGNED 3 HORIZ. SCALE: NONE 08/22/14 adyko PHONE: 77253043261 EAX: 7724644383 CALCS. VERT. SCALE: ON eelgn enginpodZ25?aoIcom DRAWN 08/22/14 DETAILED JOB No. 14-009 roup, ENGINEERS, PLANNERS CONSTRUCTION MANAGERS CHECKED .: STORMWATER POLLUTION PREVENTION SPECIFICATIONS STATE OE FLORIDA CERTIFICATE OF AUTHORIZATION NO. 286I0 APPROVED SHEET 24 0F 26 1. 3. A. . Corrugated Metal Pipe: . Polyvinyl Chloride (PVC) Pipe: . Type and modified Inlet: . Storm Manhole and Control Structures: GENERAL Mobilization: Mobilization shall meet the requirements of FDOT Section 101. This work shall include, but is not limited to, operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for the establishment of temporary ?offices, buildings, safety equipment and first aid supplies, sanitary and other facilities, as required by State and local laws and regulations. the costs of bonds and any required insurance, and any other preconstruction expense necessary for the start of work, excluding the cost of construction materials, shall also be included in this section. This section also includes any and all work related to the final cleanup. Construction Surveying: The Owner shall provide horizontal control consisting of property corners. The Owner shall also provide (2) benchmarks on the property. This control shall be provided one time only. The Contractor is responsible for all other construction surveying. The Contractor is responsible to protect these reference points and the construction staking throughout the job. The Contractor shall bear the cost of any necessary restaking. Soil Testing: laboratory. Soil Testing shall be performed by a certified testing EARTHWORK AND GRADING Materials and construction methods for earthwork, excavation, embankment and grading shall meet the requirements of FDOT Section 120, the project specifications and shall be performed to acquire final grades, elevations and typical sections as shown on the plans for the proposed work. Clearing and Grubbing: Clearing and grubbing shall meet the requirements of FDOT Section 110 and shall be performed within the limits of the project work. This workshall include, but is not limited to, the removal of existing trees, brush stumps, roots and other objectionable material to a depth of 18 inches below the natural ground or design grade, whichever is lower. The areas to be cleared and grubbed generally consist of rights?of?way, utility easements, water management tracts, and portions of the lots as detailed on the plans. The Contractor shall confirm with the Owner the removal of any trees on the lots for possible preservation. All material shall be removed from the site of the project and shall be disposed of in accordance with local, regional, State and Federal laws, regulations and ordinances. Designated trees are to be preserved and the Contractor shall take all necessary action to ensure the preservation of the denoted trees. The removal of any trees designated for preservation shall result in the Contractor replacing said tree with a tree of the same variety and of equal or greater size. Rough Grade: The Contractor shall grade the project site to meet the requirements of FDOT Sections 110 and 120 and shall conform to the lines, grades, and typical sections as shown on the plans. Fine Grade: The Contractor shall fine grade the pavement areas to meet the requirements of FDOT Sections 110 and 120 and shall conform to the lines, grades and typical sections as shown on the plans. Sod: Sod shall meet the requirements of FDOT Section 570, 575, and 981 and shall be placed adjacent to the curbing or edge of pavement for a minimum width of 24 inches. Seed and Mulch: Seed and mulch shall meet the requirements of FDOT Sections 570, 575, and 981 and shall be placed in all areas not designated for sod or landscape planting. DRAINAGE IMPROVEMENTS Materials, trench excavation, pipe laying and backfilling operations for drainage improvements shall meet the requirements of FDOT Sections 125 and 430. adequate supporting value and "bedded" to the detail shown in the plans and FDOT Section 430. All backfill shall be compacted to a minimum density of 95 percent of the maximum density as determined by AASHTO unless otherwise shown on the plans. Pipe shall be laid in true alignment in a pipe trench with an The Contractor shall provide all materials and labor to complete the work for drainage improvements at the locations, sizes, and types shown on the plans for the following items: Reinforced Concrete Pipe: Reinforced concrete pipe shall meet the requirements of Class of ASTM Wall Thickness Latest Revision, as modified by FDOT Section 941. Gaskets for pipe joints shall be round rubber gaskets and shall meet the requirements of FDOT Section 942. Corrugated metal pipe shall meet the requirements of A.A.S.H.T.O. and F.D.O.T. Section 943 and shall be constructed as shown on the plans. . Corrugated Aluminum Pipe: Corrugated aluminum?alloy pipe shall meet the requirements of A.A.S.H.T.O. and F.D.O.T. Section 945 and shall be constructed as shown on the plans. PVC pipe shall meet the requirements of F.D.O.T. Section 948 and A.S.T.M. latest revision, and shall be 4. PAVING IMPROVEMENTS All paved areas shall meet the requirements of AASHTO Specifications, FDOT and St. Lucie County and shall be constructed to the typical sections as shown on the plans. The Contractor shall retain the services of an independent testing laboratory to conduct all required testing and retesting to comply with these Specifications. The Owner shall bear the cost of initial testing and the Contractor shall correct any deficient work at his own expense. A. Asphaltic Concrete: Asphaltic concrete materials and construction methods shall meet the requirements of FDOT Sections 300, 320, 330 and 331 and shall be Type S. Prime Coats shall meet the requirements of FDOT Sections 300?1 through 300?7 and shall have an application rate of 0.10 gallons per square yard, unless a variation rate is approved by the Engineer. Asphalt shall be placed in two (2) lifts where required. PER FD T: Match existing type and depth of asphalt to 3 1/2" maximum, including friction course. B. Base: The base course shall be compacted limerock or coquina shellrock in accordance with FDOT Section 250 and shall be of the thickness specified on the plans and as shown on the typical sections on the plans. The base shall be compacted to 98 percent of the maximum density as determined by AASHTO Construction methods shall be in accordance with FDOT Section 250. C. Subgrade: The subgrade shall be of the thickness specified on the plans and construction shall be per FDOT Section 160. Subgrade shall extend six inches beyond the edge of the base course or back of curb with in the limits shown on the plans. Subgrade shall be compacted to 98% of the maximum density as determined by AASHTO and shall have a minimum Florida Bearing Value of 75 p.s.i. If normal construction methods do not meet the required densities, the subgrade shall be stabilized as directed by the Engineer. D. Type Curb: Concrete Type curb shall meet the requirements of FDOT Section 520 and shall be constructed to the typical section as shown on the plans. E. "Header" Type Curb: Concrete "Header" type curb shall meet the requirements of FDOT Section 520 and shall be constructed to the typical section as shown on the plans. F. Concrete Sidewalk: concrete sidewalk shall meet the requirements of FDOT Section 522 and shall be constructed to the typical sections shown on the plans. I G. Painted Traffic Striping: Painted traffic stripes shall meet the requirements of FDOT Section 710. 6" wide white stripes shall be used for the centerline and edge?of?pavement. H. Stop Sign and Bar: Stop signs and bars shall meet the requirements Of FDOT Section 700 and the Manual of Uniform Traffic Control Devices and shall be constructed in the locations as shown on the plans. J. Portland Cement Concrete: Portland cement concrete materials and construction methods shall meet the requirements Of F.D.O.T. Sections 345, 350 and 356. Concrete shall be 3,000 psi. THE WORK Existing Utilities and Structures: Existing utilities, structures and facilities shown on the Drawings were located as accurately as possible from the records examined. NO guarantee is made that all existing facilities are shown or that those shown are entirely accurate. The Contractor shall assure himself of the actual location of the utilities, structures, or facilities prior to performance of any work in the vicinity, The utility companies or utility agencies will co?Operate with the Contrc?iOtor?s operations. Prior to start of the work, the Contractor shall request each utility agency to advise him of the location of their facilities in the vicinity. The Owner will assume no liability for damages sustained or cost incurred because of the Contractor's operation in the vicinity of existing utilities or structures, or to the temporary bracing and shoring of same. In the event that it is necessary to shore, brave, or swing a utility, the utility company or department affected should be contacted and their permission secured as to the method used for any such work. Restoration or ngaged Structures or Utilities: It shall be the responsibility of the Contractor to repair, rebuild or restore to its former condition, any and all portions of existing utilities, structures, equipment, appurtenances or facilities, other than those to be paid for under this Contract, which may be disturbed or damaged due to this construction operation, at no cost to the Owner. Final Cleanup: Upon completion of the work, but before final payment will be made, the Contractor shall clear and remove from the project area, all falsework, equipment, surplus and discarded materials, rubbish and temporary structures which result from the work under this Agreement, and shall restore in an acceptable manner, all property which has been damaged during the prosecution of the work. All materials and the installation thereof which are furnished and installed by the Contractor, under the terms of the Agreement, shall be guaranteed by the Contractor against defective workmanship, mechanical and physical defects, leakage, breakage, and other damages and failure under normal operation for a period of one (1) year from the date of final payment, said date to constitute the commencement of the one (1) year warranty period. All materials and installations proving to be defective within the specified period of the guaranty shall be replaced, without cost to the Owner, by the manufacturer or the Contractor. The period of guarantee of each such replacement shall be from and after the date of installation thereof. constructed as shown on the plans. High Density Polyethylene (H.D.P.E.) Pipe: H.D.P.E. Pipe shall meet the requirements of F.D.O.T. and ASTM, latest revision, and shall be air chamber construction. H.D.P.E. shall be constructed as shown on plans. Concrete Collar: Concrete collars shall meet the requirements of F.D.O.T. Standard Index No. 280 and shall be constructed to the detail shown on the plans. Precast concrete catch basins shall meet the requirements of ASTM and 64T FDOT Section 425. Catch basins shall be Class I concrete and shall be constructed to the detail as shown on the plans. Storm manholes shall meet the requirements of ASTM C-478 and 64T FDOT Section 425. Storm manholes shall be Class I concrete and shall be constructed to the detail as shown on the plans. Mitered Ends: Shall meet the requirement of FDOT Roadway and Traffic Design Standards Standard Index NO. 272. Pipe shown on all the drawings shown on the drawings do not include the length of the mitered end as indicated on Index No. 272. Pipe are intended to reflect the length of pipe from the centerline of the structure to the centerline of structure. Reduced Cover: All storm drains with less than the minimum cover indicated on the detail sheets shall have a thickened base constructed in accordance with the details contained in the plans. Record Information: Upon completion of the work, but prior to submittal of the request for final payment, the Contractor shall obtain and submit record information to the Owner. This information shall include the following: 1. Water and Wastewater Systems: a. Horizontal and Vertical location and size of all water mains, meters, services, valves, and hydrants; b. Record Drawing information for Sanitary Sewer Systems shall comply with Section 01100?1.4 of the St. Lucie County Utility Design Standards. 2. Drainage System: a. High points and low points of swales; b. Locations and grate and invert elevations of all structures; Location, size, type, length and invert of all culverts. 3. Paving and Grading: Location and elevation of high and low points in roadway and any other design spot elevation shown. The record information shall be certified by a Florida Professional Land Surveyor. Locations shall be made by reference to centerline stationing and offset "or by other means acceptable to the Owner. Elevations shall be according to National Geodetic Vertical Datum (NGVD). The information shall be submitted on a clean set of construction drawings which can be obtained from the Engineer. STANDARD SEPARATION STATEMENT FOR CONFLICTS 1.New or relocated, underground water mains included in this project will be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed vacuum?type sanitary sewer, storm sewer. storm water force main, or pipeline conveying reclaimed water regulated under Part of Chapter 62?610, a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed gravity?type sanitary sewer (or a horizontal distance of at least three feet between the outside of the water main and the outside?of any existing or proposed gravity?type sanitary sewer if the bottom of the water main will be laid at least six inches above the top of the sewer); a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part of Chapter 62?610, and a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed "on?site sewage treatment and disposal system." exceptions allowed under FAC 2.New or relocated, underground water mains that are included in this project and that will cross any existing or proposed gravity? or vacuum?type sanitary sewer or storm sewer will be laid so the outside of the water main is at least six inches above the other pipeline or at least 12 inches below the other pipeline; and new or relocated, underground water mains that are included in this project and that will cross any existing or proposed pressure?type sanitary sewer, wastewater or storm water force main, or pipeline conveying reclaimed water will be laid so the outside of the water main is at least 12 inches above or below the other pipeline. exceptions allowed under FAC 3.At the utility crossings described in Note 1 above, one full length of water main pipe will be centered above or below the other pipeline so the water main joints will be as far as possible from the other pipeline or the pipes will be arranged so that all water main joints are at least three feet from all joints in vacuum-type sanitary sewers, storm sewers, storm water force mains, or pipelines conveying reclaimed water regulated under Part of Chapter 62?610, F.A.C., and at least six feet from all joints in gravity- or pressure?type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part of Chapter 62?610, F.A.C. exceptions allowed under FAC Permit Number 56-0264272-002-EM Southeast District 17. 18. 19. IO. 11. 12. 13. 14. 15. 16. ST. LUCIE COUNTY UTILITIES WASTEWATER CONSTRUCTION NOTES Materials, construction methods, required tests, testing methods and construction tolerances for the wastewater collection and transmission system shall meet the requirements of the current Specifications, FDEP, and St. Lucie County Utilities. Materials, trench excavation, pipe-laying and backfilling operations shall meet the requirements of FDOT Sections 125 and 430. Pipe shall be laid in true alignment in a dry pipe trench with an adequate supporting value. If normal dewatering efforts fail as specified in FDOT Section 430, a minimum six inch compacted rock bed shall be used. All backfill shall be compacted to a minimum density of 95 percent of the maximum density as determined by AASHTO unless otherwise shown on the plans. Pipe laying shall proceed upgrade with spigot end pointing in the direction of the flow. Gravity sewer main shall be polyvinyl chloride green in color, with the words written on the pipe at regular intervals and shall have thin wire Iocator tape marked on tape and shall conform to ASTM Sanitary Manhole: Precast sanitary manholes shall meet the requirements of the St. Lucie County Utilities Department and shall be constructed in the locations, elevations, and dimensions as shown on the plans. Manholes shall have two coats of coal tar epoxy applied to the exterior, base, and foundation, and shall be set plumb to line and grade and shall rest on a carefully graded, uniform bearing base. All concrete and mortar mixed on?site (field mixed) for use on any component of the wastewater collection system shall be made with Type II Portland cement, masonry sand, clean properly sized gravel (if required) and clean, fresh water. In no case shall local on?site sand/dirt, rock or stones be used. Prior to placing any mortar/concrete/grout mix, the opening shall first be thoroughly prepared in accordance with the manufacturer's instruction and then a liquid bonding agent shall be applied to the surface(s) per the manufacturer's instructions. The bonding agent of choice shall be Acryl 60 as manufactured by Thoro System Products or an Engineer?approved equal. The approved group mixture for performing all concrete repairs, filling all voids between pipe and concrete wall and plugging leaks in concrete structures shall be Master Buildings Masterflow 713 Grout or Engineer?approved equal, properly plugged as shown on plans. Density Tests of the trench backfillmaterial shall be required at the trench bottom and each lift of backfill at intervals of no more than 500 feet. Density Tests of pavement open cut areas including roads, turnlanes and drives shall be required at intervals of not more than 50 ft. Compaction shall be in accordance with the "typical trench detail" and} "flexibile pavement replacement detail". A certified copy of the tests shall be provided to the District. Density Testing shall be conducted by an independent testing lab approved the District. A 1% minimum slope shall be maintained on all sanitary service laterals. The Contractor shall furnish record drawing information to the Engineer consisting of pipe sizes, location of service tees, diameter of service, location of any fittings, final rim and invert elevation of all manholes and any other pertinent information necessary to locate items constructed under this project. Record Drawing information shall comply, with Section 01100?1.4 of the St. Lucie County Utilities, Design Standards. Maintain 3.05m horizontal distance between water mains and sewer mains as a minimum. Wastewater force mains, wastewater collection lines, and storm sewer should cross under water mains whenever possible. A minimum vertical distance of 450mm between the invert of the upper pipe and the crown of the lower pipe shall be provided whenever possible. where the minimum separation cannot be maintained, the crossing shall be arranged so that the wastewater pipe joints and the water main pipe joints are equidistant from the point Of crossing, and the water main shall be constructed of ductile iron pipe (DIP) at the crossing. Sufficient of DIP must be used to provide a minimum separation of 3.05m between any two joints. The price of ductile fittings, meeting the requirements ANSI A21.10 (AWWA shall be included in this cost. All joints on the water main within 6.09m of the crossing must be mechanically restrained. A minimum vertical clearance of 150mm must be maintained at all crossings. DIP shall be epoxy coated per St. Lucie County Utilities standards and specifications. A pre?construction conference between the Engineer, the Contractor and St. Lucie County Utilities shall be mandatory prior to commencement of construction. No field changes or deviations from the design shall be made without prior approval Of the Engineer and St. Lucie County Utilities. Traffic control, barricades, etc., shall be in accordance with the Florida Department of Transportation Standards. Contractor shall notify St. Lucie County Utilities 48 hours prior to commencing construction. Fittings shall be ductile iron, standard body, conforming to AWWA and ANSI A21.11, Class 250 minimum, Cement lined seal coated. Fittings for HDPE force mains shall be HDPE fully pressure rated equal to the connecting pipe meeting the requirements of Section Minimum cover shall be 0.914m pipes with cover less than 0.761M shall require prior approval of the Utilities Engineer and shall be constructed of ductile iron pipe. Each service lateral will be marked with a Iocator ball as manufactured by 3M Corporation, or approved equal. All manholes shall have sewer rain guards installed as manufactured by Industries or South West Packing and Seals, or approved equal. The Contractor shall comply with the Florida Trench Safety Act requirements. Materials: Force main material shall be DR 11, HDPE, complying with Section 02620 Of the St. Lucie County Standard Specifications. Irriagtion Quality Resue main material shall be DR 18, C900 PVC, complying with Section of the St. Lucie County Standard Specifications. Testing: The Engineer shall visually inspect all gravity sewer mains with the aid of mirrors and lights to verify conformance to the requirements of the St. Lucie County Utilities. This inspection shall be performed after the completion of all manholes, connection of all services and all compaction efforts, but prior to paving. A full pipe diameter shall be visible between manholes. The Contractor shall repair and replace any portion that does not meet the specifications at his own expense. Gravity collection systems shall be tested in accordance with Section 02733?32 of the St. Lucie County Utility Design Standards. All force mains shall be pressure and leakage tested to meet the requirements of the St. Lucie County Utilities which shall be the same as the requirements as water mains, except the test pressure shall be 100 psi. Force mains shall be pigged with engineer and St. Lucie County Utilities representatives present. Force mains shall be tested in accordance with Section 02760 of the St. Lucie County Utility Design Standards. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES Materials, construction methods, required tests, testing methods and construction tolerances for the potable water system shall meet the requirements of the current AWWA Specifications, FDEP, FDOT, and Ft. Pierce Utilities Authority. Materials, trench excavation, pipe?laying and backfilling operations shall meet the requirements of FDOT Sections 125 and 430. Pipe shall be laid in true alignment in a dry pipe trench with an adequate supporting value and "bedded" to the detail as shown on the plans and FDOT Section 430. All backfill shall be compacted to a minimum density of 95 percent of the maximum density as determined by AASHTO unless otherwise shown on the plans. Water main where specified as polyvinyl chloride shall conform to AWWA or Pressure Class 150, DR (18). Water main, where specified as ductile iron pipe, shall conform to ANSI or AWWA and shall be Class 50 (minimum). Polyvinyl chloride water main shall be blue in color or white in color. Both shall have the words printed permanently on three sides for the length of the pipe. The use Of FPUA approved identification tape attached to the top of the water main is acceptable in lieu of permanently printing on three sides. Fittings shall be ductile iron, standard body, conforming to AWWA and ANSI A21.11, Class 250 minimum, cement lined, and seal coated. Gate valves shall be Mueller Resilient Seat, Kennedy Ken?Seal, American, or approved equal. Valves shall conform to AWWA Water lines shall be backfilled and compacted in accordance with FPUA Design and Construction Standards. The contractor shall submit certified density tests as required by FPUA Engineering. In cases where paved areas fall within the jurisdiction of local or state agencies, the compaction requirements shall not be less than the minimum required by the appropriate responsible agency. No field changes or deviations from the design shall be made without prior approval of the FPUA City, County and FDOT Engineer. Contractor shall notify FPUA Engineering 48 hours prior to commencing construction. A pre-construction conference between the Engineer, the Contractor and Fort Pierce Utilities Authority shall be mandatory prior to commencement of construction. Traffic control, barricades, etc., shall be in accordance with the Florida Department of Transportation Standards. Minimum cover shall be 0.914m except as approved by the Utilities Engineer. Pipes with cover less than 0.761m shall be constructed of ductile iron pipe. Disturbed areas shall be restored in conformance with the applicable governing agency requirements. Existing utilities shall be field verified prior to construction and protected by the Contractor. Water mains shall be tested and disinfected in accordance with the applicable Florida Department of Environmental Regulations and AWWA for disinfection. The Contractor shall be responsible for maintaining existing utilities. The Contractor shall furnish record drawing information to the Engineer including locations of valves, fittings, service connections, blowoffs, air release valves, and any other pertinent information necessary to locate items constructed under this project, as required by the Utilities Engineer. The contractor shall tap existing lines under the supervision of Fort Pierce Utilities Authority only after testing and disinfection has been completed and approved on the tapping valve and sleeve. Water main shall be marked by the use of continuous 12 gauge THHN wire (blue in color) permanently attatched to the top of the water main in accordance with the fort Pierce Utilities Authority specifications. Service taps shall be placed approximately 3.05m away from gate valves, as shown, for testing. Following testing and sterilization of water line, Contractor shall place a brass plug in corporation stops and curb stops shall be removed from testing locations. Mechanical restraints to be used on all fittings and placed in accordance with manufacturer's recommendations and FPUA requirements. Where a water main is to be installed below a storm drain pipe, 0 minimum 150mm Of vertical clearance between pipes shall be maintained unless otherwise directed by the Engineer. The water main shall be constructed of DIP at the crossing, and shall be mechanically restrained within 6.09m of the crossing. All mains shall be tested at a minimum of 150 psi. AWWA 1/2 SDle 133,200 Leakage in GPH Length of pipe in feet Pipe diameter in Inches Testing pressure in psi Testing methods shall conform to ll Prior to any testing, all mains 6" in dia. and larger shall have a line size swab passed thru the entire length of the line. "note: swab should be placed in ist. joint of new line. and of main should be turned up at 45% and extended so that swabbing and a full bore flush can be accomplished. blow?off assy can then be placed. where lines branch, swabs Will be placed in branch lines and sequentially swabbed and flushed. Ten feet minimum horizontal and 18 inches minimum vertical separation shall be maintained between the water main and any wastwater lines. the distance shall be measured from outside of pipe to outside of pipe or structure. where this minimum separation cannot be maintained, the crossing shall be arranged so that the wastewater pipe joints and the water main pipe joints are equidistant from the point of crossing, and the water main shall be constructed of ductile iron pipe (dip) at the crossing. sufficient of dip must be used to provide a minimum separation of 10 feet between any two joints. all joints on the water main within 20 feet of the crossing must be mechanically restrained. a minimum vertical clearance of 6 inches must be maintained at all crossings. Where a water main is to be installed below a storm drain pipe, 0 minimum of 6 inches of vertIcal clearance between pipes shall be constructed of dip at the crossing, and shall be mechanically restrained within 20 feet of the crossing. Contractor shall comply with Florida Trench Safety Act requirements. M. FL. Nd. 34288 ALL ELEVATIONS SHOWN HEREON REFER TO 1988 (N.A.V.D.). TO CONVERT DATE FIELD ADOBEAEGROVEDRAE BY DATE DATE: 08/22/14 1929 ADD 1.50 FEET. REVISIONS PER F.P.U.A. 6c ST. LUCIE COUNTY UTILITIES RML 1?06?16 3(1ka DES.GNED RML 08/22/14 IH HORIZ. SCALE: NONE 681 FAX-17724644383 VERT. SCALE: NONE cnginpod225?aolcom DRAWN RML 08/ 22 I 4 roup, DETAILED CS JOB No. 14-009 MANAGERS CHECKED RML SHEET 25 26 STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NO. 28610 APPROVED 0F . . . . . . . . .. If I I I MEAN HIGH WATER LINE (MWL) (NAVD 1988) LOCATED AUGUST 2014 GRAPHIC SCALE Q: N22o.72,38,.w 32? 2 \49'95' HIGH WATER LINE (SHWL) N2o-25?01nw (NAVD 1988) 0.0 ELEVATION LINE LOCATED AUGUST 2014 1988 N21?30?48?w 387? IN FEET 1 inch 80 ft. PRESERVATION .9 0 <9 0 A9 ZONE LEGEND Yea?Q, OLD AREA OF EXISTING MANGROVE SWAMP ~02) (PB. 15, PG. 32) 31.54' (RECORDED . $1845 MARCH 20,1978 193621111 AREA OF UPLAND BUFFER PROVIDED . gu204.57' AREAOFDUNEPRESERVATION fl :1 l? S: 23851? DUNE . PRESERVATION . ZONE AREA OF PROPOSED PAVEMENT AREA OF PROPOSED CONCRETE NEW (3ch R7 (PB. 26, PG. 26) (RECORDED EXISTING CONTOUR SEPTEMBER 15. 1988 EXISTING ELEVATION OLD (PB. 16, PG. 32) (RECORDED 1.1. MARCH 20, 1978) LINL GRAEJSSES 3) JURISDICTIONAL LINE AS FLAGGED IN APRIL 2005 3, VE FIED BY HE FE RUARY 2 RETAINING WALL )7 7 I JURISDICTIONAL LINE AS A VERIFIED IN FEBRUARY 2016 BY THE A.C.O.E. POND SHORELINE FIELD A TIDAL SALT WATER BASIN SURVEYED 5/9/05 SHORELINE FIELD SURVEYED 5/9/05 MANGROVE WETLAND SWAMP . SHO LINE SCALED ROM 005 DIGITAL .. A . - ELEVATION 188? EX, com; NAVD88 HEADWALL . 42? CONC. 3V 3V . CULVERT A 0 52 xi I - VERIFIED-IN FEBRUARY 2016THE A.C.O.E. 4 STATE FILLED LANDS - I I Pef?if I DEMON AREA . .. . \2 2, -. a a a 0.11 ACRES $29.28 47 399.50 EASTERLY BOT 1.50 7 257.11? OHU OHU 1' WU I 3:3 ?135 OHU OHU OHU 'v TCHU VFOUND SHIP SPIKE CTA 894398.8720 I 'w 224.94? I STATE FILLED LANDS SITE BENCH MARK #2 SHIP SPIKE ELEVATION 3.21 NAGD88 50 LL WK. ?y TLAND SWAMP 3? I I JURISDICTIONAL LINE AS VERIFIED IN FEBRUARY 2016 BY THE A.C.O.MANGROVE WETLAND SWAMP UPLAND BUFFER CALCULATIONS IN ACCORDANCE WITH ST. LUCIE COUNTY LAND DEVELOPMENT REGULATIONS, A MINIMUM OF 50 FT LANDWARD FROM THE EDGE OF WETLAND SHALL BE PRESERVED AS A REQUIRED UPLAND BUFFER. REQUIRED UPLAND BUFFER HIGH WATER FOLLOWS I THE SHORELINE INTO THE MOSQUITO DITCHES. THE MHW LINE SHOWN ACROSS THE IS FOR CALCULATION Aw INDIAN RIVER SHORELINE WERE I NORTH POLYGON 25100 SF SOUTH POLYGON 65972 SE. TOTAL UPLAND BUFFER REQUIRED 91,072 SF UPLAND BUFFER PROVIDED NORTH AREA 3,917 S.F. SOUTH AREA 45,884 SF. TOTAL UPLAND BUFFER PROVIDED 49,801 SF. (1.14 AC.) I CONTROL CK I I I I RICHARD 1 $63 44?36?w 36 88? 5" DATE: 08/22/14 SCALE: 80? DATE DESIGNED 08/22/14 CALCS. DRAWN - 08/22/14 DETAILED 4400 BELLE GROVE DRIVE ad k0 ET. PIERCE, EL. 34981 PHONE: 77253082611 FAX: 7724644383 SCALE: en roup, LLC . Joe No. 14-009 ENGINEERS, PLANNERS CONSTRUCTION MANAGERS . 1 STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NO 28610 3 SH EET 0F FIELD BK. DATE UPDATE BASE MAP 9/07/16 REVISE BRIDGE LOCATION 9/07/16 ALL ELEVATIONS SHOWN HEREON REFER TO 1988 (N.A.V.D.). TO CONVERT TO 1929 (N.G.V.D.) ADD 1.50 FEET.