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Home My WebLink About2015-09-17 PZ Agendaarca HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388.8248 AGENDA PLANNING AND ZONING COMMISSION THURSDAY, SEPTEMBER 17, 2015 — 6:00 P.M. CITY COUNCIL CHAMBERS 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MAYBE INSPECTED IN THE OFFICE OF COMMUNITY DEVELOPMENT 1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CITY WEBSITE CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL ANNOUNCEMENTS ANDIOR AGENDA MODIFICATIONS Modifications and additions require unanimous vote of members. Deletions do not apply. 5. APPROVAL OF MINUTES A. Regular Meeting of September 3, 2015 6. PUBLIC HEARINGS Chair shall announce the opening of the public hearing Where applicable, City Attorney shall read the Ordinance or Resolution by title unless applicable law requires more than the title be read Chair, if appropriate, shall announce the rules that apply to the hearing Applicant presentation, if appropriate City staff shall make a presentation, comments and preliminary recommendation, if any Public input City staff final comments and recommendation, if any Chair closes hearing. Commission Deliberation and Action A. Public Hearing — Recommendation to City Council — Preliminary Re -plat of a Portion of Tract C, Sebastian Lakes Unit 1 for a Project Known as Brooks' 512 Commercial Development — A One -Lot Subdivision - PUD -R Zoning — Sebastian Boulevard between North County Library and Entrance to Sebastian Lakes Subdivision UNFINISHED BUSINESS PUBLIC INPUT Public Input on items other than on the printed agenda, is five minutes, however, it can be extended or terminated by a majority vote of members present 9. NEW BUSINESS 10. ITEMS FOR NEXT AGENDA 11. COMMISSIONERS MATTERS 12. CITY ATTORNEY MATTERS 13. STAFF MATTERS 14. ADJOURN HEARING ASSISTANCE HEADPHONES ARE AVAILABLE IN THE COUNCIL CHAMBERS FOR ALL GOVERNMENT MEETINGS. All Planning and Zoning Meetings are aired live on Comcast Channel 25, ATT UVerse Channel 99 and streamed on City of Sebastian Website www.cityofsebastian.org. ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE HEARD. (F.S.286.0105) IN COMPLIANCE WITH THE AMERICAN WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS A SPECIAL ACCOMMODATION FOR THIS MEETING SHOULD CONTACT THE CITY'S ADA COORDINATOR AT 589-5330 AT LEAST 48 HOURS IN ADVANCE OF THIS MEETING. ANNOUNCEMENTS AND/OR AGENDA MODIFICATIONS: Chmn. Dodd stated that Mr. Reyes and Mr. Alvarez had excused absences, and Ms. Kautenburg would be voting tonight. He also relayed that Mr. Durr, a valuable member of the Commission, had recently resigned his position because of his work schedule. Chmn. Dodd stated he would be missed, he had a lot of knowledge, and his input on projects was well-respected. APPROVAL OF MINUTES: MOTION by Kauntenburg/Roth to accept the minutes of the August 6, 2015 Planning and Zoning Commission meeting as submitted. Motion was approved unanimously by voice vote. PUBLIC HEARINGS: A. PUBLIC HEARING - RECOMMENDATION TO CITY COUNCIL — MODIFICATION TO THE CONCEPTUAL DEVELOPMENT PLAN FOR SANDCREST SUBDIVISION — REDUCTION OF THE REAR SETBACK — PUD -R ZONING — SW CORNER OF MAIN STREET/POWERLINE ROAD Chmn. Dodd asked the Commissioners if they had any ex -parte communications to report. There was none. Mr. Chuck Mechling with the Sandcrest development explained that after lying out the subdivision plan, and in keeping with their vision of residences with front porches, some of the house plans were falling just outside of the established setbacks. He further explained that in place of variances, it was determined to re-establish or modify the setbacks, making them similar to the adjacent properties' setbacks, which would also keep the area consistent. He displayed on the screen the four proposed house elevations to the Commissioners. C1 9 W c O 06 �C CITY OF SEBASTIANC 0 •C (D PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING C •� SEPTEMBER 3, 2015 ai E Chairman Dodd the to 6:00 P.M. O called meeting order at e The Pledge of Allegiance was said by all. Cd U U) N ROLL CALL: PRESENT: Mr. Roth Mr. McManus C I •C ; Mr. Dodd Mr. Qizilbash `O `O Ms. Kautenburg(a) Mr. Carter � N �a a EXCUSED: Mr. Reyes, Mr. Alvarez (a) ALSO PRESENT: Frank Watanabe, PE, Community Development Director Jan King, Sr. Planner Robert Ginsburg, City Attorney Dorri Bosworth, Planner/Recording Secretary [Ms. Dale Simchick, IRC School Board Liaison was not present] ANNOUNCEMENTS AND/OR AGENDA MODIFICATIONS: Chmn. Dodd stated that Mr. Reyes and Mr. Alvarez had excused absences, and Ms. Kautenburg would be voting tonight. He also relayed that Mr. Durr, a valuable member of the Commission, had recently resigned his position because of his work schedule. Chmn. Dodd stated he would be missed, he had a lot of knowledge, and his input on projects was well-respected. APPROVAL OF MINUTES: MOTION by Kauntenburg/Roth to accept the minutes of the August 6, 2015 Planning and Zoning Commission meeting as submitted. Motion was approved unanimously by voice vote. PUBLIC HEARINGS: A. PUBLIC HEARING - RECOMMENDATION TO CITY COUNCIL — MODIFICATION TO THE CONCEPTUAL DEVELOPMENT PLAN FOR SANDCREST SUBDIVISION — REDUCTION OF THE REAR SETBACK — PUD -R ZONING — SW CORNER OF MAIN STREET/POWERLINE ROAD Chmn. Dodd asked the Commissioners if they had any ex -parte communications to report. There was none. Mr. Chuck Mechling with the Sandcrest development explained that after lying out the subdivision plan, and in keeping with their vision of residences with front porches, some of the house plans were falling just outside of the established setbacks. He further explained that in place of variances, it was determined to re-establish or modify the setbacks, making them similar to the adjacent properties' setbacks, which would also keep the area consistent. He displayed on the screen the four proposed house elevations to the Commissioners. C1 9 W c O PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF SEPTEMBER 3, 2015 Mr. Carter asked how many of the rear lots needed the modified setbacks. Mr. Mechling stated approx. 32 to 36 — a percentage of those, and not any of the lots on the lake. Mr. Qizilbash questioned the lots abutting Main Street, which structures would be 20 feet from the property line, their rear line, but all other houses along the street are required to be 25 feet from the line — their front property line. He felt the seven lots affected should still have to meet the original 25 feet rear setback. Ms. King responded that technically those seven lots have two front yards, but there would be no access allowed from Main Street. Mr. Mechling stated they did not want to redesign the houses because they would lose the front porch and he explained their process for coming up with the single-family, one-story units. He stated the units did not need to use the whole five additional feet as one model only needed 18 inches, and another two feet. Mr. Qizilbash stated the further away from the street would be better for noise. Mr. Mechling stated there was going to be a landscape hedge along Main Street and a retaining wall in the area of the seven houses because of the elevation difference, in addition to decorative fencing for a privacy barrier. Chmn. Dodd verified there would be no accesses from Main Street. Ms. King stated that was correct, and noted a sidewalk was also being added adjacent to the properties. Mr. McManus felt that since the seven properties would be abutting a landscape buffer, he was comfortable with the revised setback. Mr. Roth asked if the revised setback would affect the lots along Bob Circle. Mr. Mechling stated those lots were considered, and that they had extra depth. Mr. Roth asked if the setback would affect the lots abutting the canal. Mr. Mechling stated no. Chmn. Dodd opened the public hearing. No one spoke in favor of the modification, and no one spoke in opposition. MOTION by Roth/Carter "that we recommend to City Council that they give final approval to the change in setback for Sandcrest [Subdivision]." ROLL CALL: Mr. McManus yes Ms. Kautenburg yes Mr. Carter yes The vote was 6-0. Motion carried. UNFINISHED BUSINESS: None PUBLIC INPUT: None NEW BUSINESS: None ITEMS FOR NEXT AGENDA: None COMMISSIONERS MATTERS: Mr. Qizilbash yes Mr. Roth yes Mr. Dodd yes Ms. Kautenburg stated she had been approached twice through work and asked if converted shipping containers would be allowed as a type of housing unit in Sebastian, as they were in other states. She spoke to staff earlier in the day, and noted Ms. Bosworth was going to check with the Building Official to find out if there were any restrictions or regulations within the new PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF SEPTEMBER 3, 2015 Florida Building Code for that type of recyclable/alternative housing. Ms. Kautenburg opined that codes should possibly be considered and put in place before a unit comes into the neighborhoods being that they weren't that attractive. The Commission discussed which codes already existed in the LDC that would help, and Ms. Bosworth relayed that all of the residential zoning districts had minimum size requirements. She stated she would research the definitions in the code to see if "container housing" would meet any of the existing definitions for manufactured or mobile housing units, and asked the Commission to consider if they would like to implement minimum standards for fagade materials for alternative housing design proposals. Mr. McManus stated he would not want to see "container housing" ever in Sebastian and would like to see codes to prevent it. Mr. Dodd verified that there had not been any applications submitted yet to the Building Dept. for '.container housing'. Ms. King stated there had not been, the decision was if the Commission wanted to be proactive. Mr. Dodd felt the Commission shouldn't fix a problem until it was a problem. Mr. Carter stated he knew of some northern states that were making concerted efforts to having communities all built with container housing for ecological responsibility. Mr. McManus reiterated his concern that codes should be in place before an application is submitted. Mr. Dodd suggested approaching the City Manager, through staff, and having him poll City Council to see if there is support at this time. CITY ATTORNEY MATTERS: None STAFF MATTERS: None ADJOURN: Chairman Dodd adjourned the meeting at 6:22 p.m. (db) CROF SEBASTIAN HOME OF PELICAN ISLAND Community Development Department Preliminary Plat Staff Report 1. Project Name: Brook's 512 Commercial Development Preliminary Plat 2. 3. El 5. 11 Requested Action: Subdivision Preliminary Plat Approval Project Location: a. Address: 1055 Sebastian Boulevard b. Legal: See survey for full legal description C. Indian River County Parcel Number: 31-38-14-00004-0000-00000.9 Project Owner: Dr. Harold L. Brooks, Jr. 6855 1" Street SW Vero Beach, FL 32968 Project Agent: Randy L. Mosby, P.E. Project Engineer: Randy L. Mosby, P.E. 1575 Indian River Boulevard Vero Beach, Florida 32960 (772)205-5324 7. Project Surveyor: William B. Zentz William B. Zentz & Associates, Inc. 684 Old Dixie Highway Vero Beach, FL 32962 (772)567-7552 8. Project Description a. Narrative of proposed action: The applicant is requesting approval of a one -lot commercial subdivision on 2.04 acres located along Sebastian Boulevard between the North County Library and the entrance to Sebastian Lakes. This is a replat of a portion of Tract C (a.k.a Tract 1X) of Sebastian Lakes PUD, and contains two existing ponds. The western 1 71 C. " pond, part of the master stormwater system for Sebastian Lakes PUD, will be reconfigured. The eastern pond, extending across the property line onto the Indian River County Library site (0.56 acres) serves no stormwater purpose for either property and will be filled. The existing wetlands (0.22 acres) will also be filled. The reconfigured stormwater pond will continue to provide drainage for the overall PUD, as well as future development of this property at a maximum 1.40 acres of new impervious area. Approval of the preliminary plat and subsequent construction drawing approval by the City Engineer will allow the owner to fill the eastern lake and wetlands, and reconfigure the western lake. Further development of the commercial lot will require a fully designed site plan showing building location, access drives, parking, and landscaping. Current Zoning: PUD -R Land Use: CG Adjacent Properties: Site Characteristics (1) Total Acreage (2) Current Land Use(s) (3) Soil: (4) Vegetation: (5) Flood Hazard: (6) Water Service (7) Sanitary Sewer Service: (8) Parks: (9) Police/Fire: 2 2.04 acres Vacant EauGalllie fine sand pines, palms, oaks Zones X, AE -20.1 & AE -19.7 Indian River County Utilities Indian River County Utilities Garden Club Park - 0.6 miles Sebastian Police — 3.3 miles IRC Fire — 0.7 miles Zoning Current Land Use Future Land Use North: RS -10 Sebastian Highlands LDR East: PS library INS South: PUD -R vacant tract MDR West: PUD -R subdivision entrance MDR Site Characteristics (1) Total Acreage (2) Current Land Use(s) (3) Soil: (4) Vegetation: (5) Flood Hazard: (6) Water Service (7) Sanitary Sewer Service: (8) Parks: (9) Police/Fire: 2 2.04 acres Vacant EauGalllie fine sand pines, palms, oaks Zones X, AE -20.1 & AE -19.7 Indian River County Utilities Indian River County Utilities Garden Club Park - 0.6 miles Sebastian Police — 3.3 miles IRC Fire — 0.7 miles 9. Comprehensive Plan Consistency: a. Future Land Use: Consistent b. Traffic circulation: Consistent C. Housing: n/a d. Public Facilities Consistent e. Coastal Management n/a f. Conservation: Consistent g. Recreation and Open Space: Consistent 10. Contents of Preliminary Plat: a. Name of subdivision: Brook's 512 Commercial Development b. Vicinity sketch: provided C. North arrow and graphic scale: provided d. Date of preparation: provided e. Name, address and phone of owner: provided f. Name, address and registration number of engineer: provided g. Name, address and registration number of surveyor: provided h. Names of adjacent subdivisions, including plat book and page number references: provided i. Names of adjacent property owners: on file j. Contour map: provided k. All existing watercourses, drainage ditches and bodies of water, marshes, and other significant, natural or man-made features: provided I. Name, alignment and width of existing and proposed streets, alleys, rights- of-way or easements including name, right-of-way width, street or pavement width and established center line elevations: provided M. All existing and proposed property lines, easements and rights-of-way, their purpose, their effect on the property to subdivided, and the proposed layout 3 11 of lots and blocks: provided n. Access points to collector and arterial streets showing their compliance to the access requirements established by ordinance: provided o. All existing drainage district facilities and their ultimate right-of-way requirements as they affect the property to be subdivided: provided P. Utilities such as telephone, power, water, sewer, gas, etc., on or adjacent to the property: provided q. A statement that all utilities are available and have been coordinated with all required utilities: provided r. Sites proposed for parks, recreational areas and schools: n/a S. Location of all temporary structures or permanent structures having a temporary use: provided t. If site borders public water, delineate the mean high water line: n/a U. Permanent reference monuments shall be shown at all block corners, at all points of reverse or compound curvature, and at all points of tangency occurring with block limiting lines: to be shown on final plat V. Block perimeter returns at block corners or other block line intersections: n/a Required Supplemental Information: a. Existing land use and zoning b. On-site wastewater disposal data: provided to be provided on future site plan C. Surface water management plan: provided d. Traffic impact analysis: to be provided on future site plan when the proposed commercial use is known. e. Required park land and/or facility improvements: n/a f. Required potable water improvements: Indian River Co. Utilities (future) g. Required wastewater improvements: Indian River Co. Utilities (future) h. Erosion and sedimentation control improvements: provided L Reference to required specifications: provided 9 j. Schedule of multiple phases: n/a k. Development schedule: provided 12. Other Matters: The Brook's 512 Commercial Development Preliminary Plat has been reviewed by the City Engineer, IRC Fire Department, IRC Utilities Department, the Florida Department of Health, and zoning staff. All comments have been addressed. Jurisdictional permits from St. Johns River Water Management District and the Army Corps of Engineers have been obtained. In addition, the Board of County Commissions approved the plan to fill that portion of the pond which lies on the North Indian River County Library property, with conditions outlined in a letter from Joseph Baird, County Administrator, dated March 24, 2015 (attached). 13. Conclusion: The proposed one -lot subdivision is consistent with the Comprehensive Plan, the Code of Ordinances and the Land Development Code. 14. Recommendation: Staff recommends that the Planning and Zoning Commission find the Brook's 512 Commercial Development Preliminary Plat to be consistent with the Comprehensive Plan, the Code of Ordinances and the Land Development Code, and that they forward their recommendation of approval to City Council. PE ARED Y DATE c Indian River County, Florida Property Appraiser - Printer Friendly Map Print I Back r-7 y i f A . . � ea Indian River County GIS :V y� r ' �� X - ' _ Y �r ♦�' .. Alin ParceIID OwnerName Page I of 1 x w 31381400004000000000.9 BROOKS HAROLD L JR Notes PropertyAddress SEBASTIAN BLVD SEBASTIAN, FL 32958 http://www.irepa.org/PrintMap.aspx 9/11/2015 S/��m0f S" Permit Application No. City of Sebastian HOME OF PELICAN ISLAND Development Order Application Ap2licant If not owner, written authorization (notarized) from owner is required) Name: , , I — 22 91�'g FPhneo Number: (77) FAX Number: ( ) 77 f W70 E -Mail: (( 3 / J ^/GZr mai / < / fJv✓1 PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING. COPIES OF ALL MAPS, SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND 8-1/2" BY 11" COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. A. Project Name (if applicable): n /�_ i C. Detailed description of proposed activity and purpose of the reque l,, p r It or act)'on ( to h extra sheets if necessary)' / �, �i �r A S fir, /� a ��'//p, /._�, Al J 'dl fn C�/<�p 'O'n ( ✓J(AIkI 7;�UC 7 DATE RECEIVED: 3'/22/L APPLICATION FEE $ jno.= RECEIVED B _ RECEIVED ENGINEER REVIEW FEE $ faca -OD 15 r.4 .�F S 15:13,x. D. Project Personnel: Agent: Name: 7 RJ Permit Application No, a1 /YjJSr3 YF i5-25 & off✓ % C21P✓v�N Phone Number: 9 FAX Number: ( ) ZZZ ZdS S E -Mail: 61 A Attorney: Name: Address Phone Number: ( ) FAX Number: ( ) Name: G h 4 411 Z, /'/OS is `- fpc"'- Ll L Address Phone Number: ( ) - FAX Numbe . ( ) -2 2) .26/r J 3 v E -Mail: vG Surveyor: Name. ' Address/gy O/ Lt ' � F 7> b ✓ crt J` U✓� l L Phone Number: ( ) FAX Number: ( ) 1, 11 nni I i j5!n2o k S , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: 4 1 AM THE OWNER _ IAM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURATE AND TRUE TO THE BEST OF M ' OWLEDGE AND BELIEF. ,. l f� owrvr� unc / 11 ii DATE SWORN TO AND SUBSCRIBED BEFO E ME BY ,, ttC,,C'[) l Cj L�("eQ WHO IS PERSONALLY KNOWN TO ME R PRODUCED AS IDENTIFICATION, THIS_ DAY OFi� 2Q 1 NOTARY'S SIGNATURE PRINTED NAME OF NOTARY k�— COMMISSION No./EXPIRATION SEAL: ,"';"o "tiZ" CASSANDRA F. WELKER 7,r MY COMMISSION #FF190485 EXPIRES January 15, 2019 (407) 3N.01 53 FloddallotaryServlce.com Permit Application No, The following is required for all comprehensive plan amendments, zoning amendments (including rezoning), site plans, conditional use permits, special use permits, variances, exceptions, and appeals. WE,X THE OWNER(S) / _ THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS THE S JECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE BOARD/COMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN CONNECTION WITH MY/OUR PENDING APPLICATION. I/WE HEREBY WAIVE ANY OBJECTION OR DEFENSE [/WE MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY/OUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS BEING SIGNED BY ME/US VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, OR PROM!ES MADE, BY ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN. -5,7Zo /zd/ 5r -- DATE DATE Sworn to and subscribed before me by Hc, roid 6rnoks ,who is personally known to me of produced as identification, thisa day of 2015 Notary's Signature Printed Name of Notary Commission No./Expiration Seal: 1 • �! 114 t i. iok s�:: CASSANDRA F. WELKER MY COMMISSION #FF190485 '.' EXPIRES January 15, 2019 (407) 989.0153 FlorldallotaryService.com APPLICATION FEES ARE ESTABLISHED BY RESOLUTION OF CITY COUNCIL, DEVELOPMENT ORDER APPLICATIONS THAT REQUIRE ENGINEERING REVIEW WILL PAY ADDITIONAL FEES, ALSO ESTABLISHED BY RESOLUTION OF CITY COUNCIL. ACKNOWLEDGMENT DATE Permit Application No. OnOF Supplemental Information SEBAST_"� V Preliminary Plat Approval all_^ HOME OF PELICAN ISLAND X1. The following information is required on all preliminary plats: a. A vicinity sketch showing the location of the boundary lines and distance of the land proposed for the subdivision in reference to other areas of the city. b. A north arrow, graphic scale, and date of preparation. X— c. The name of adjacent subdivisions, if any, and the plat book and page reference, together with the names of the owners of records having interest in adjacent acreage. d. The names, alignment, and width of all existing and proposed streets, alleys, rights-of-way or easements adjacent to or within three hundred (300) feet of the proposed subdivision including name, right-of-way width, street or pavement width, and established center line elevation. Existing streets shall be dimensioned to tract boundary. Xe. All existing and proposed property lines, easements and rights-of-way, their purpose, their effect on the property to be subdivided, and the proposed layout of lots and blocks. Xf. Access points to collector and arterial streets showing their compliance to access requirements. ✓� g. All existing drainage facilities. h. Existing and proposed utilities such as telephone, electricity, water, sewer, gas, etc. on or adjacent to the tract. The preliminary plat shall contain a statement that all utilities are available and have been coordinated with the required utility departments. i. Site for proposed parks, recreational areas and schools. A�4 j. The location of any temporary structures or permanent structures having a temporary use. N/ k. If the proposed plat borders upon any public water bodies, delineate the mean high water line. XI. Permanent reference markers shall be shown. Permit Application No 2. Attached the following: a. Six copies of the preliminary plat. (Two sets must be sealed.) b. The name, address and telephone number of the mortgage holder or any other person having a legal equitable or beneficial interest in the land together with a statement from such that they will join in the dedication of the proposed subdivision. c. A surface water drainage facilities plan certified by an engineer registered in the State of Florida. d. A land survey with complete legal description prepared and certified by a registered surveyor. Oe. A traffic impact analysis, if required. 4 f. An erosion/sedimentation control plan. g. A contour map showing ground elevations at intervals of not more than one foot of the area to be subdivided and of a perimeter strip at least fifty (50) feet and up to one hundred and fifty (150) feet in width around the area. /V h. A statement concerning required potable water improvements, wastewater improvements or on-site wastewater disposal data. i. A schedule for multiple phases, if appropriate. j. A list of the names and addresses of all owners of parcels of real property within three hundred (300) feet of the parcel to be considered. BO 'D OF COUNTY COMMISSH 'ERS /5_ SSU March 24, 2015 Mr. Randy L. Mosby, PE. Randy L. Mosby, P.E., LLC 610 1" Street Vero Beach, Fl 32962 Re: Approval to fill a portion of a pond located on the North Indian River County Library site Sebastian, Florida Dear Mr. Mosby: kIA 2 3 4) City This letter serves as official approval to fill a portion of a pond which lies within the ownership of Indian River County and is partially located on the site of the North Indian River County Library. As approved by the Board of County Commission on September 9, 2003, the approval of the request is subject to the following stipulations: 1. Submittal and acceptance of a proposed grading plan of the county's portion of the filled pond. 2. Stabilization by means of sod that is of the same type currently in place at the library site. 3. The contractor names Indian River County as an additionally insured party at an amount satisfactory to the Indian River County Risk Manager. 4. Submittal of any and all required regulatory permits needed to accomplish such work. Should you have any questions, please feel free to contact me. Sincerely, Jose h A. Baird County Administrator Cc: Michael C. Zito, Assistant County Administrator Dylan Reingold, County Attorney Stan Boling, Community Development Director OFFICE OF THE COUNTYADMINISTRA TOR INDIAN RIVER COUNTY 180127 1h Street, Vero Beach, FI 32960-3388 PHONE: 772-226-1408 - FAX: 772-978-1822 INDIVIDUAL ENVIRONMENTAL RESOURCE PERMIT TECHNICAL STAFF REPORT 20 -May -2015 APPLICATION #: 26017-9 Applicant: Harold L Brooks, Jr 6855 1st St SW Vero Beach, FL 32968-9542 Owner: Harold L Brooks, Jr 6855 1st St SW Vero Beach, FL 32968-9542 Consultant: Randy Lee Mosby Randy L. Mosby P.E. LLC. 1575 Indian River Blvd Suite C-210 Vero Beach, FL 32960-7126 Project Name: Sebastian Lakes Commercial Tract 1X Acres Owned: 2.0 Project Acreage: 2.0 County: Indian River STIR: Authority: 62-330.020 (2)(a) Lakes less than 10 acres (4 hectares) which are dominant Existing Land Use: features(5240), Undeveloped Land within urban areas(1910), Vegetated Non - Forested Wetlands(6400) Mitigation Drainage Basin: Special Regulatory Basin: Final O&M Entity: ERP Conservation Easements/Restrictions Interested Parties: Objectors: Central Indian River Lagoon Dr. Harold Brooks No No No Authorization Statement: Construction of a Stormwater Management System with stormwater treatment by Wet Detention for Sebastian Lakes Commercial Tract 1X, a 2.0 -acre project to be constructed as per plans received by the District on May 4, 2015. Recommendation: Approval Reviewers: Gretchen Kelley; Nanette Church Staff Comments Project Applicant and Sufficient Real Property Interest: Under rule 62-330.060, F.A.C., and subsection 4.2.3(d), ERP A.H., Volume /, a permit applicant must certify that it has sufficient real property interest over the land upon which the activities subject to the application will be conducted. The permit applicant is the record title holder of the property where the project is located. Project Location and Brief Description: The applicant proposes to fill an existing lake and wetland and reconfigure a stormwater pond that is designed to serve a future development consisting of 1.4 acres of impervious area. The project site is a commercial outparcel located within the Sebastian Lakes P.U.D. at the intersection of Sebastian Lakes Drive and CR 512 in the City of Sebastian. Permitting History: Sebastian Lakes P.U.D. is a 57 -acre development with a master surface water management system that was originally authorized under District ERP 26017-1 in 1984. The lakes and several condos were built, and the -1 permit was later transferred to the association under the -2 permit. In 1994, the -3 permit authorized the widening of Laconia Street. Runoff from the road drains into the Sebastian Lakes system. The -4 permit was issued in 1997 for the construction of a 4.4 ac commercial complex that also discharges into the Sebastian Lakes system. The -5 permit was issued in 1999 for the construction of the remaining single-family lots within Sebastian Lakes and future development of the commercial tract that is being considered under the current -9 permit. The -5 permit was transferred to a new owner under the -6 permit. The -7 permit sequence is closed. The -8 permit was issued in 2004 for the same site work proposed under this -9 permit. The -8 permit expired, and the -8 permittee sold the property before constructing the project. Financial Assurance Mechanism: N/A Off -Site Mitigation: N/A Engineering Description of Project (Surface Water Management System): The project involves filling an existing lake and wetland and reconfiguring a stormwater pond. The filled site is graded to drain to the modified stormwater pond. The modified pond meets the storage volume requirements provided by the existing pond and is consistent with the design parameters of the master surface water management system for Sebastian Lakes. Although no immediate site development plans have been provided, the master system allows a maximum impervious coverage of 1.4 acres within the commercial outparcel. Prior to construction of impervious surfaces, the permittee or property owner is required to obtain a permit modification from the District to demonstrate compliance with the allowable impervious area and stormwater conveyance to the modified pond. Water Quality: The Sebastian Lakes system discharges to the Sebastian River, which is deemed impaired for nutrients. A nutrient loading analysis was not performed since the project involves modifying a permit that is operational and was not required to evaluate nutrient loading at the time of issuance. The modified system complies with the water quality requirements set forth in 62-330.301(1)(e), F.A.0 and per the design and performance criteria established in the SJRWMD ERP Applicant's Handbook Volume II. Flood Protection: The stormwater system is designed such that the post -development peak discharge rate is less than the pre -development for the mean -annual/ 24-hour and 25 -year/ 24-hour storm events. The project complies with the water quantity requirements set forth in 62- 330.301(1)(a),(b), and (c), F.A.0 and per the design standards for flood protection established in the SJRWMD ERP Applicant's Handbook Volume II. Special Basin Criteria: The project is located within the Indian River Lagoon Hydrologic Basin. There are no special criteria for this basin. Operation and Maintenance: The permittee owns the outparcel and is the final operation and maintenance entity of the outparcel. This meets the requirements of 12.3.1, ERP Applicant's Handbook Volume I. Environmental Site Description: The project area is part of the original area permitted as Sebastian Lakes PUD, Permit No. 4-061-26017-1. The commercial out parcel was cleared but not developed except for two small stormwater ponds. No construction occurred subsequent to the issuance of Permit No. IND -061-26017-8, which originally authorized impacts to an onsite pond and isolated wetland. The 0.56 -acre pond (FLUCS 524) is located on the northeast corner and extends off-site. The pond was historically part of a series of ponds used for fish farming. The upland part of the site is an open grassy area with scattered wax myrtles and Brazilian pepper. Due to the surrounding development, runoff has ponded in a small part of the site and this area developed into a wetland. This wetland area was reevaluated with this application and decreased in size as a result. The 0.22 acre wetland is vegetated with bog buttons, tick seed, rhyncospora, and pennywort. The wetland provides limited fish and wildlife habitat. Impacts: Subsection 10.2.2, ERP A.H. Volume 1, states that an applicant must provide reasonable assurances that a regulated activity will not impact the values of wetland and other surface water functions so as to cause adverse impacts to: (a) the abundance and diversity of fish, wildlife and listed species; and (b) the habitat of fish, wildlife and listed species. Since sequence 8, which authorized the impacts to the pond and wetland never commenced construction, the impacts are being reauthorized with this application. The applicant proposes to fill 0.56 acres of surface waters and 0.22 acres of wetlands. Both the wetland and fish pond provide minimal wildlife habitat and impacts to such are addressed by rule. Therefore, the proposed project is not expected to cause adverse impacts to the habitat or abundance and diversity of fish, wildlife and listed species. Secondary impacts: Subsection 10.2.7, ERP A.H. Volume 1, contains a four-part criterion that addresses additional impacts that may be caused by a proposed activity., (a)adverse impacts to wetland (and other surface water) functions and water quality violations that may result from the intended or reasonably expected uses of a proposed activity; (b) adverse impacts to the upland nesting habitat of bald eagles and aquatic or wetland dependent listed animal species; (c) impacts to significant historical and archaeological resources that are very closely linked and causally related to any proposed dredging or filling of wetlands or other surface waters; and (d) adverse wetland (and other surface) impacts and water quality violations that may be caused by future phases of the project or by activities that are very closely linked and causally related to the project. (a) The proposed surface water impacts are to a pond less than 1 -acre that was constructed in uplands that does not provide significant habitat for listed species. Pursuant to Section 10.2.2.2, A.H., secondary impacts are not applied to ponds <1 -acre constructed in uplands. Pursuant to Section 10.2.2.1, A.H., secondary impacts are not applied to isolated wetlands less than 1/2 -acre in total size that do not provide significant habitat to listed species. (b) No listed species have been found utilizing the project area for upland nesting sites. (c) Comments received from the Division of Historical Resources indicated that there are no archaeological or historical resources on-site. (d) This is the last remaining undeveloped parcel and therefore there are no future phases or activities that are closely linked and causally related to the project that will result in wetland impacts. Elimination/Reduction of Impacts: Pursuant to subsection 10.2.1.1, ERP A.H. Volume 1, the applicant must implement practicable design modifications to reduce or eliminate adverse impacts to wetlands and other surface waters. A proposed modification that is not technically capable of being completed, is not economically viable, or that adversely affects public safety through endangerment of lives or property is not considered 'practicable". Alternatively, an applicant may meet this criterion by demonstrating compliance with section 10.2.1.2.a. or 10.2.1.2.b. The proposed impacts are to a <1 -acre pond constructed in uplands and a wetland <1/2 - acre in size that does not appear to provide significant habitat to listed species or other fish and wildlife. Therefore, elimination and reduction of wetland and other surface water impacts was not required. Mitigation: No mitigation is required for the surface water impacts pursuant to section 10.2.2.2, A.H. since, the pond is upland -cut and does not appear to provide significant habitat to listed species. In addition, no mitigation is required for the loss of the wetland pursuant to Section 10.2.2.1 of the Applicant's Handbook, as the wetland is isolated, less than one half acre in size, and is not believed to provide habitat for any endangered or threatened species. Cumulative Impacts: Subsection 10.2.8, ERP A.H. Volume I, requires applicants to provide reasonable assurances that their projects will not cause unacceptable cumulative impacts upon wetlands and other surface waters within the same drainage basin as the project for which a permit is sought. This analysis considers past, present, and likely future similar impacts and assumes that reasonably expected future applications with like impacts will be sought, thus necessitating equitable distribution of acceptable impacts among future applications. Under section 10.2.8, when an applicant proposes mitigation that offsets a project's adverse impacts within the same basin as the impacts, the project does not cause unacceptable cumulative impacts. This project is not expected to adversely impact fish or wildlife habitat, therefore, no mitigation was required. Wetland Summary Table Sebastian Lakes Commercial Tract 1X Commercial Impacts that Require Mitigation Total 0.000 Impacts that Require No Mitigation Dredged or Filled 0.220 Dredged or Filled 0.560 Total 0.780 Mitigation Acres Total Surface Water, Upland RHPZ and Wetlands in Project Wetlands (previously inventoried) 0.220 OSW (previously inventoried) 0.560 Upland RHPZ 0.000 Total 0.780 Impacts that Require Mitigation Total 0.000 Impacts that Require No Mitigation Dredged or Filled 0.220 Dredged or Filled 0.560 Total 0.780 Mitigation On -Site Off -Site Other Special Basin Criteria: N/A Conclusion: Total 0.000 Total 0.000 PErldf: The applicant has provided reasonable assurance that the proposed project meets the conditions for issuance of permits specified in rules 62-330.301 and 62-330.302, F.A.C. 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 District 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 District a fully executed Form 62-330.350(1), "Construction Commencement Notice,"[10-1-131, incorporated by reference herein (htti3://www.firules.oro/Gateway/reference.asp?No=Ref-02505), indicating the expected start and completion dates. A copy of this form may be obtained from the District, as described in subsection 62-330.010(5), F.A.C. If available, an District 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 parry: 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 1) 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 62-330.310(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 District in writing of changes required by any other regulatory District 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. 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 District 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. 12. The permittee shall notify the District in writing: a. Immediately if any previously submitted information is discovered to be inaccurate; and b. 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. District 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 District will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. 18. A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with Rule 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property. 19. Prior to construction, the permittee must clearly designate the limits of construction on-site. The permittee must advise the contractor that any work outside the limits of construction, including clearing, may be a violation of this permit. 20. All wetland areas or water bodies that are outside the specific limits of construction authorized by this permit must be protected from erosion, siltation, scouring or excess turbidity, and dewatering. 21. At a minimum, all retention and detention storage areas must be excavated to rough grade prior to building construction or placement of impervious surface within the area to be served by those facilities. To prevent reduction in storage volume and percolation rates, all accumulated sediment must be removed from the storage area prior to final grading and stabilization. 22. The construction phase of this permit expires five years from the date of issuance. 23. The project shall be constructed and operated in accordance with the plans received by the District on May 4, 2015. 24. Prior to construction of impervious surfaces, the permittee or property owner is required to obtain a permit modification from the District to demonstrate compliance with the allowable impervious area and stormwater conveyance to the modified pond. 25. The operation and maintenance entity shall inspect the stormwater or surface water management system once within two years after the completion of construction and every two years thereafter to determine if the system is functioning as designed and permitted. The operation and maintenance entity must maintain a record of each required inspection, including the date of the inspection, the name and contact information of the inspector, and whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. If at any time the system is not functioning as designed and permitted, then within 30 days the entity shall submit a report electronically or in writing to the District using Form 62-330.311(1), "Operation and Maintenance Inspection Certification," describing the remedial actions taken to resolve the failure or deviation. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Post Office Box 1429 Palatka, Florida 32178-1429 PERMIT NO: 26017-9 DATE ISSUED: May 20, 2015 PROJECT NAME: Sebastian Lakes Commercial Tract 1X A PERMIT AUTHORIZING: Construction of a Stormwater Management System with stormwater treatment by Wet Detention for Sebastian Lakes Commercial Tract 1X, a 2.0 -acre project to be constructed as per plans received by the District on May 4, 2015. LOCATION: Section(s): 14 Indian River County ISSUED TO: Harold L Brooks, Jr 6855 1st St SW Vero Beach, FL 32968-9542 Township(s): 31S Range(s): 38E The permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities, which may arise from permit issuance. Said application, including all plans and specifications attached thereto, is by reference made a part hereof. This permit does not convey to the permittee any property rights nor any rights or privileges other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. This permit may be revoked, modified or transferred at any time pursuant to the appropriate provisions of Chapter 373, Florida Statutes. PERMIT IS CONDITIONED UPON: See conditions on attached "Exhibit A", dated May 20, 2015 AUTHORIZED BY: St. Johns River Water Management District Division of Regulatory, Engineering and Environmental Services B Y: John Juilianna Service Center Director "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 26017-9 Sebastian Lakes Commercial Tract 1X DATED: May 20, 2015 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 District 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 District a fully executed Form 62-330.350(1), "Construction Commencement Notice,"[10-1-13], incorporated by reference herein (httr)://www,flrules.org/Gateway/reference.asi)?No=Ref-02505 , indicating the expected start and completion dates. A copy of this form may be obtained from the District, as described in subsection 62-330.010(5), F.A.C. If available, an District 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 1) 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 62-330.310(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 District in writing of changes required by any other regulatory District 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. 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 District 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. 12. The permittee shall notify the District in writing: a. Immediately if any previously submitted information is discovered to be inaccurate; and b. 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, District 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 District will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. 18. A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with Rule 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property. 19. Prior to construction, the permittee must clearly designate the limits of construction on-site. The permittee must advise the contractor that any work outside the limits of construction, including clearing, may be a violation of this permit. 20. All wetland areas or water bodies that are outside the specific limits of construction authorized by this permit must be protected from erosion, siltation, scouring or excess turbidity, and dewatering. 21. At a minimum, all retention and detention storage areas must be excavated to rough grade prior to building construction or placement of impervious surface within the area to be served by those facilities. To prevent reduction in storage volume and percolation rates, all accumulated sediment must be removed from the storage area prior to final grading and stabilization. 22. The construction phase of this permit expires five years from the date of issuance. 23. The project shall be constructed and operated in accordance with the plans received by the District on May 4, 2015. Dr. Harold Brooks 6855 15t Street SW Vero Beach, Florida 32968-9542 E-mail address: bud33bud33(@hotmail.com Dear Dr. Brooks: RECEIVED MAY 2 2 20,15 City of Sebastian COif1�TLtlI 0,j �.)�;_�^_I •, ::. _. � _ Reference is made to the application received on April 1, 2015, for a Department of the Army permit to FII an existing 0.56 acre man-made pond and to reconfigure an existing stormwater pond, as reflected in the attached exhibits. The proposed project is located at on the south side of CR 512, east of Sebastian Lakes Boulevard, in Section 14, Township 31 South, Range 38 East, in Sebastian, Indian River County, Florida. The application has been assigned number SAJ-2015-01018. The project as proposed will not require a Department of the Army permit in accordance with Section 10 of the Rivers and Harbors Act of 1899 as it is not located within the navigable waters of the United States. Furthermore, a permit will not be required in accordance with Section 404 of the Clean Water Act as it will not involve the discharge of dredged or fill material into waters of the United States. Provided the work is done in accordance with the enclosed drawings, Department of the Army authorization will not be required. Additionally, your project site may contain species protected by the Endangered Species Act (ESA) of 1972, as amended. You should contact your local U.S. Fish and Wildlife Service (FWS) office to determine if Federally listed species or their habitats are present on your project site. If it is determined that Federally listed species may be affected by the proposed project, authorization for "incidental take" may be required. FWS offices can be contacted by the following telephone numbers: Jacksonville at 904-232-2580, Panama City at 850-769-0552, St. Petersburg at 727-570-5398, or Vero Beach at 772-562-3909. This letter does not obviate the requirement to obtain any other Federal, State, or local permits that may be necessary for your project. Should you have any questions, please contact Tarry Dabu at the letterhead address or by telephone at 321-504-3771 extension 11 or by e-mail at: tamv.s.dabu(a)usace.army.mil. Thank you for your cooperation with our permit program. The Corps Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to take a few minutes to visit: DEPARTMENT OF THE ARMY s�Y'Ir"�Yxj,JACKSONVILLE DISTRICT CORPS OF ENGINEERS 400 HIGH POINT DRIVE, SUITE 600 COCOA, FLORIDA 32926 May 14, 2015 REPLY TO ATTENTION OF North Permits Branch Regulatory Division Cocoa Permits Section SAJ-2015-01018 (NPR -TSD) Dr. Harold Brooks 6855 15t Street SW Vero Beach, Florida 32968-9542 E-mail address: bud33bud33(@hotmail.com Dear Dr. Brooks: RECEIVED MAY 2 2 20,15 City of Sebastian COif1�TLtlI 0,j �.)�;_�^_I •, ::. _. � _ Reference is made to the application received on April 1, 2015, for a Department of the Army permit to FII an existing 0.56 acre man-made pond and to reconfigure an existing stormwater pond, as reflected in the attached exhibits. The proposed project is located at on the south side of CR 512, east of Sebastian Lakes Boulevard, in Section 14, Township 31 South, Range 38 East, in Sebastian, Indian River County, Florida. The application has been assigned number SAJ-2015-01018. The project as proposed will not require a Department of the Army permit in accordance with Section 10 of the Rivers and Harbors Act of 1899 as it is not located within the navigable waters of the United States. Furthermore, a permit will not be required in accordance with Section 404 of the Clean Water Act as it will not involve the discharge of dredged or fill material into waters of the United States. Provided the work is done in accordance with the enclosed drawings, Department of the Army authorization will not be required. Additionally, your project site may contain species protected by the Endangered Species Act (ESA) of 1972, as amended. You should contact your local U.S. Fish and Wildlife Service (FWS) office to determine if Federally listed species or their habitats are present on your project site. If it is determined that Federally listed species may be affected by the proposed project, authorization for "incidental take" may be required. FWS offices can be contacted by the following telephone numbers: Jacksonville at 904-232-2580, Panama City at 850-769-0552, St. Petersburg at 727-570-5398, or Vero Beach at 772-562-3909. This letter does not obviate the requirement to obtain any other Federal, State, or local permits that may be necessary for your project. Should you have any questions, please contact Tarry Dabu at the letterhead address or by telephone at 321-504-3771 extension 11 or by e-mail at: tamv.s.dabu(a)usace.army.mil. Thank you for your cooperation with our permit program. The Corps Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to take a few minutes to visit: -2- http://per2.nwp,usace.armv.mil/survey.html and complete our automated Customer Service Survey. Your input is appreciated — favorable or otherwise. Please be aware this web address is case sensitive and should be entered as it appears above. Sincerely, Tamy Dabu Project Manager Enclosure. CC: Randy Mosby, E-mail address: grayQhostnc(c)gmail.com N A 0 75 150 mmnmff:::� Feet Created March 27, 2015 by Jeri Parish Sebastian Lakes Commercial Tract 1X Indian River County 2012 Digital Ortho Quadrangle The St. Johns River Water Management Distract prepares and uses this informabon fords own purposes and this information may not be suitable for other purposes. This information is provided as is Further tlocumentaton of this here can be obtained by contacting'. St, Johns River Mter Management Dishlct, Bureau of Regulatory Support PO, Box 1429, 4049 Reid Street Palatka, Florida 32178-1429 (386) 329-4207 or (386) 329 566 ,Em lti,F Lr TA RE3 zBnsnAx ae suns Location Sketch s v FELLSMERE ROAD (C.R. 572) As .40 a A S P N A L r ROADWAY J? fi POND aam ar K6 -RI (a -dl 0, IJ a nor o No v M95 FM IXI 91RTEr (Pw NAO r ,.J eSo �e ��BEANNL 0 57 a r Non NE i �2 ----------- * � — --,s � ,, � r r A a = PARTICULARLY DESCRIBED AS FOLLOWS 10.00' I ri4 SURVEY SITE m y UNIT 1, RUN SOUTH 89' 44' S0' WEBT ALONG THE SOUTH UNE OF TRACT C A a .�a HE COR. TRACT'N SEBArnnR UMs MIT 1 l # P.B.I. 1$ Pa 11 I - a ,Em lti,F Lr TA RE3 zBnsnAx ae suns Location Sketch s v FELLSMERE ROAD (C.R. 572) As .40 a A S P N A L r ROADWAY J? fi POND aam ar K6 -RI (a -dl 0, IJ a nor o No v M95 FM IXI 91RTEr (Pw NAO r ,.J eSo �e ��BEANNL 0 57 F III' Non NE i K a.441a' ----------- * � — --,s � ,, ; t 1 MABEWNDS WAY A PARTICULARLY DESCRIBED AS FOLLOWS / I ri4 SURVEY SITE m y UNIT 1, RUN SOUTH 89' 44' S0' WEBT ALONG THE SOUTH UNE OF TRACT C A DISTANCE OF 10.00 FEET TO A PONT ON RIGHT OF WAY UNE PER OFROAL RECORDS .�a PART OF TRACT 'C' l / A .4BRAKES T i P.aL 1 MY P.&1. I1, PG II I - a vW,, I ,. o t1617FEET TO THE PONT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; r A, Ni WAY UNE A DISTANCE OF 425.99 FEET TO THE SOUTHWESTERLY CORNER OF PARCEL x N0. 1, REPUT SUBDIVISION OF TRACT C, SEBASTIAN LAKES UNIT I AS RECORDED IN awn zac x PUT BOOK 13, PAGE 1, PUBUC RECORDS OF MOAN RIVER COUNTY; THENCE SIUIH 58' 20'ST EAST ALONG THE BOUNDARY OF SAID PUT A DISTANCE OF 204.85 FEET, 3 THENCE SOUTH 37' 43' 45' WEST PARALLEL UT -1 AFORESAID SOUTHEASTERLY RIGHT e� OF WAV UNE OF COUNTY ROAD NO. 512 (FELLSMERE ROAD) A OSIANCE OF 448.23 b_ PYA ' o F .maw as SITE B.M. a xWAL 3 a -2x14 n. MAvrm r� eSo �e 0 57 F III' Non NE i K a.441a' to' 5 58 59 � (a -e) d ,, PART OF TRACT C. SEBASTIAN LAKES UNIT 1. AS RECORDED IN PUT BOOK 13, PACE POND NdaO ZaN K a.11) !a -A IRACr A. SEBASRAN LAKES PUD. SURNOSION PNASE I P HU. 1; PG 69 W= 1. This money does not reflect Or determine ownership. 2. Lards shown hereon w not abstracted Far rlghl.- Of -way Or ...onto of retard. 3. Not wlld ellbout the .191 and Original reload seal of a Fund. Rolland S.wTnr and Mapper. 4. Survey K. Ilea In Road Zane. X, 'AE EL19.7' and AE 020.1' per Flood Insurance Rale Map n0. 12081CO113H dated De -tabor 4, 2012 5. Undergraand utilities and Improwmente wase not located. B. An bauoda measurements Mawr a Cx.Hent with platted dbnenaba na union othwlse amted. 7. Ebmnan. shown hereon are In had. relealand to NAVD'88, been On Indian Rlwr County Benam Tar, 'BM 005014', (Mown) haHn9 o published .1..UOn of 21.44 feet NAVL'89. " 56 0 57 F III' DxytN rxa SERASIIAN LAKES P.U.. SUBOWSLPV PHASE 1 58 59 � Naw Nmr aWxTrT: nam.. wa¢ RemBs i PART OF TRACT C. SEBASTIAN LAKES UNIT 1. AS RECORDED IN PUT BOOK 13, PACE MABEWNDS WAY 11, PURIUM RECORDS OF INDIAN RIVER COUNTY. FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS W= 1. This money does not reflect Or determine ownership. 2. Lards shown hereon w not abstracted Far rlghl.- Of -way Or ...onto of retard. 3. Not wlld ellbout the .191 and Original reload seal of a Fund. Rolland S.wTnr and Mapper. 4. Survey K. Ilea In Road Zane. X, 'AE EL19.7' and AE 020.1' per Flood Insurance Rale Map n0. 12081CO113H dated De -tabor 4, 2012 5. Undergraand utilities and Improwmente wase not located. B. An bauoda measurements Mawr a Cx.Hent with platted dbnenaba na union othwlse amted. 7. Ebmnan. shown hereon are In had. relealand to NAVD'88, been On Indian Rlwr County Benam Tar, 'BM 005014', (Mown) haHn9 o published .1..UOn of 21.44 feet NAVL'89. " rwM'eLLAa A 0 F III' DESCRIPTION OF SURVEY SITE do P L`�Ral K AFNCN N ORI1Yt IdC095 %G IB3 MOF )lj � Naw Nmr aWxTrT: nam.. wa¢ RemBs i PART OF TRACT C. SEBASTIAN LAKES UNIT 1. AS RECORDED IN PUT BOOK 13, PACE 11, PURIUM RECORDS OF INDIAN RIVER COUNTY. FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS i v FROM THE SWTHUST CORNER OF TRACT F AFORESAID PUT OF SEBASTIAN LAKES m y UNIT 1, RUN SOUTH 89' 44' S0' WEBT ALONG THE SOUTH UNE OF TRACT C A DISTANCE OF 10.00 FEET TO A PONT ON RIGHT OF WAY UNE PER OFROAL RECORDS V BOOK 1018. PAGE 2826; THENCE CONTINUE SOUTH 89'K' 50' REST ALONG THE R y SWM UNE AT TRACTS C AND D A DISTANCE OF 2099.11 FEET TO THE hl m SOUTHEASTERLY RIGHT OF WAY UNE OF COUNTY ROAD NO. 512 (FELLSIAERE ROAD); - a THENCE NORTH 3T43' 45' EAST ALONG SAID RIGHT OF WAY UNE A DISTANCE OF 'd Ts t1617FEET TO THE PONT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE CONTINUE NORTH 37'43' AS' EAST ALONG SAID SWTHEASTERLY RIGHT OF WAY UNE A DISTANCE OF 425.99 FEET TO THE SOUTHWESTERLY CORNER OF PARCEL x N0. 1, REPUT SUBDIVISION OF TRACT C, SEBASTIAN LAKES UNIT I AS RECORDED IN ^� PUT BOOK 13, PAGE 1, PUBUC RECORDS OF MOAN RIVER COUNTY; THENCE SIUIH 58' 20'ST EAST ALONG THE BOUNDARY OF SAID PUT A DISTANCE OF 204.85 FEET, 3 THENCE SOUTH 37' 43' 45' WEST PARALLEL UT -1 AFORESAID SOUTHEASTERLY RIGHT OF WAV UNE OF COUNTY ROAD NO. 512 (FELLSMERE ROAD) A OSIANCE OF 448.23 - FEET; THENCE NORTH 52' DB' 25' DEBT A DISTANCE OF 203.50 FEET TO 1HE PONT OF BEGINNING SURVEYORS U .YORSSIGNATURE & SE illiam Be Zentz &Associates, Inc.=EW.VSI.....aaLFP. w Profess/ons/ Smt7eylgg B Mapping cERTRDATE of AumoRl7AnaN DBT r+a. mm Ven Old ch, Highway Vern Phone: MT, Fl 7-75 2 Few:2) 567-]552 Few: (772) 56]-1]51 mww� ILERICIN 1WDfX DATW OF low 6LL.flEVATIW mIM91YW SET R/= S Ou . Fel the W/CY NIFID 1Y -IF mW DIL-pal YgRRFx[ No LO .D-. F11CR Sm. d-EIBIFO Down OEVAIXW rr£-FlN91 iICQ FIEVAIgI RO�(mIPCFaD LOgLIE A£ O0.CGROST: IFTK WE aE-RNQflE load G Em IR/6Fe1 R(D FTI V. Fel PPE. out Lo.. LF. was Rol. No LO R.�RIL ri TS or WAY 'ARC�lE1NTl�o ..almo eoxMe (XR}XO✓-RIfRN x/r-xuL or Txn mIRm.W 6.EIEVAIXN OA.af! INYIM (e}IEA (P}RAT (C}GVIi11ARp fGR-CUEF11 fTA.FRM i61kim INpNM 1mE WM.UFIER On TpE wANAME.TLY • On1qE I/LMIIFR --'AUM lA£ xaeuEeA prjhil- COImEIE Po'EII POLE aA. wpNdN: uGAr . .e y - . Ilia Pao p¢. R/SIIC CONT NIE w e - W:TIR Pmpl PYE N®. WA1FR IF1FA 14 . WP.TEII VALE,re Of . Nes. rM . Saws Vato . BELIPoC . on . DAHE TV R4R mR - TEUTYNRIE wee, mx . SOer. ONNtlE RSA. BTWI OAYIao GRAPHIC SCALE 30 0 is 30 80 120 (IN FEET) I Inch = 30 feet Map Of Survey Boundary & Topographic Survey for Harold Brooks Sebastian Lakes Indian River County, Florida m/ma wz z+/zI +/z+/s los-m+ 17, - GRAPHIC r6 BROOK'S S 12 COMMERCIAL DEVELOPMENT REPEAT OF A PORTION OF TRACT C SEBASTIAN LAKES UNIT I PRELIMINARY PLAT SECTION 14, TOWNSHIP 31S, RANGE 38E - INDIAN RIVER COUNTY, FLORIDA ��1u•MO�� I I�A 2�1 _ � —vA O g€ ZONING: PUD I o IY v 1 � Im 1 I IM:u'➢6Y ZONING• RS -10 I 1 EXII 9CJ1 I mom \� -------------------------------- 1 — --- fII��_� �MRmE1c' 15 PEA. E BM-OEVAnW BENCHMARK L -MC _EN \�--�� A, SEBASTIAN BOULEVARD (C.R. 512) 240' R/W CM.=CIXICREIE MWUMENT, 42' WIDTH ASPHALT ROADWAY I'S Pat 13, PC. 1 BICE &POSTED SPEED LIMIT a 45 MPH 'Ra-COMPETE SPOT OEVAnW NOT INCLUDED .r — — — — — — — HNGGH M Loi C4rWlS 9Y &MS. EXISTING NORTH F.F.E.-TiNISx FLOOR ELEVATO Im BIG 0 0 5' 9BE ewurxc 9-reAor I COUNTY LIBRARY OMOYERMEAD W,RES BEnWA" BA45 fG 1145 OP-CCRRWATEO METAL PIPE NEoaG �-. N374345'E �9MwY (/EN RAO 42599'.71 CA -WY MOOR I6 NOUPS BEFORE OICGINC � T 4-MEASUBEL — • — P. =IRO PIPE, NO V PMYII 9AIUWG 5CI6AM .. — — • — �" . — • — — u4mm0� I 1 EXII 9CJ1 I mom 8k. pL REY4") 1 Nn fII��_� �MRmE1c' 15 PEA. E BM-OEVAnW BENCHMARK L -MC _EN r -30'-0• SET IR/f+YT 5/6• oIAMET61i TRW RCD W/CM SfAMPFD 'PBZ -IB 6BW' aWwoRo ORD C.B.-mm BEARING REPLAT - WIRDINSO.V OF TRACT 'C' SEBASRAN UA UNIT 1 CM.=CIXICREIE MWUMENT, (RR)°xpN-RPOIAL I'S Pat 13, PC. 1 BICE 5 FEE! 'Ra-COMPETE SPOT OEVAnW NOT INCLUDED .r H%A HNGGH M Loi C4rWlS 9Y &MS. EXISTING NORTH F.F.E.-TiNISx FLOOR ELEVATO 0-L-D.TMUMADNE 5' 9BE ewurxc 9-reAor I COUNTY LIBRARY OMOYERMEAD W,RES ! mE 61.WRw 5f7H•4T OP-CCRRWATEO METAL PIPE ZONING: PS I 1 54 mom 8k. R=IMXES PRELIMINARY PLAT Nn fII��_� �MRmE1c' LOT 1 88,953 SF = 2.04 ACRES ZONING: PUD (TO SS. MW HOLE (i0 REMVN) IC=A9AM" SEIBAIX --537'43'45W--------- 448.44'----- \ TRACT Al YBASRAA' LAITES P.U.D. SUBOMMON PHASE P.B.I. 15, PG.. 89 1 NOT INCLUDED I ZONING: PUD I 55 I 1 I I I SEBASTIAN LAKES P.U.. SUBOINSION PRAY 1 5B I 59 NOT IN UDED SYMBOLS SL- GTHCReTE PONEB nu: a,{> _ COMPETE uORT FINE I✓4�- METAL UGHT POLE v ¢ - PLASTIC EIGHT PAE WWDOR AMER AIX v®- WATER METER xN - WATER VALW mo tf -FIRE HwflMT sv N = SEWER VALw O - ELECTRIC RISER BOX pA = CABIE TV RISER BOX o = TOEPHWE PIMA BOX WITMY MMXGF ua - STOP MMHq£ & PUD/CG ZONING DISTRICT REQUIREMENTS LEGEND mom MI w+ncu xnw•66-'ATM R=IMXES PRELIMINARY PLAT OF IN 'ATM 1986 DENTR MCI£ o -ARC 15 PEA. E BM-OEVAnW BENCHMARK L -MC _EN r -30'-0• SET IR/f+YT 5/6• oIAMET61i TRW RCD W/CM SfAMPFD 'PBZ -IB 6BW' aWwoRo ORD C.B.-mm BEARING CM.=CIXICREIE MWUMENT, (RR)°xpN-RPOIAL 0 fEEi/5 FLET • ORS -COMPETE BLOCI( BIRIICNRE BICE 5 FEE! 'Ra-COMPETE SPOT OEVAnW NIT -NAL k TAB ]5 FEET H%A HNGGH M Loi C4rWlS 9Y &MS. (SOF% I. F.F.E.-TiNISx FLOOR ELEVATO 0-L-D.TMUMADNE RP-RONFOCEO OM CPETE RPE OMOYERMEAD W,RES OP-CCRRWATEO METAL PIPE COC-COCREIE 0' WITH SIOMAEX . GING CME-CAIGiEE MI—.0 CA -WY MOOR I6 NOUPS BEFORE OICGINC IR/WIRD RM MN GAP 4-MEASUBEL c91 ICLL P. =IRO PIPE, NO (P)-PUT 1-8DD- 2-Q//V I.R.-TRW RW, NO IA.n (M)=GALGIURd H/W-RIOT BE .1 COR. -LONER SI.P96K WAIF oK GYL FNS-EWXD q• RIO qN p.G SYMBOLS SL- GTHCReTE PONEB nu: a,{> _ COMPETE uORT FINE I✓4�- METAL UGHT POLE v ¢ - PLASTIC EIGHT PAE WWDOR AMER AIX v®- WATER METER xN - WATER VALW mo tf -FIRE HwflMT sv N = SEWER VALw O - ELECTRIC RISER BOX pA = CABIE TV RISER BOX o = TOEPHWE PIMA BOX WITMY MMXGF ua - STOP MMHq£ & PUD/CG ZONING DISTRICT REQUIREMENTS mom pNGpoMD .F'.M LOT ffi 10.000 $E ..9S1 ST M , IN"' 15 PEA. 125.99 ELF1 & MINIMUM LOT BOAH M 125 NEXT GOO..AlT ION'...YPROM LKS 0 fEEi/5 FLET • N/A BICE 5 FEE! N/A MSYIMJMB1111 G MGM ]5 FEET H%A HNGGH M Loi C4rWlS 9Y &MS. (SOF% I. H/A & ...IM.OEG . MI"WLW GA. AME ' MINIMUM f1NM YARD SE1bCK IS 0' WITH SIOMAEX . GING IRO ATTENG IRO W' WPIPJUT 90EWN15. LLGB AND GORE IS &GENERAL NOTES 1. PRW.tFL WATER SUPPLY: LR.C, VMIES INn11E) 2 EMPOG O OYER DLII 1.0.G UTI116 (NACRE) 3 ALL IXW'IflUCTXR W SIR TO BE GONE PER NL Pn BE ..UMMM AND AECIEGAT. 4 NO VRUTM PROPOSED. All URIRES Al2 AVAEA9£ AND HAW ED, f GX,N NKTaX ACTH ALL MOUARED MGM 6 MS EAOECI NLL BE 000R 12/18, B MY. EO. RD ON SR WRING COISI .AI . TO BE GMETEO MDA HGG1ED M AttVINO1 E MIH DBPMWENT OF mIAEN AND SR. 12WIREMENI6 THE SAMRI 91111 BE MTF ED W AMY WELLS NE FAMD W AE 7. P9M TO "ATOUNG ACGM ES CMTRAB. 91ALL EMME I1L MEWNEMENTS ME NET TO GPPLY MTX ME STAX OF RAWA DEPMIYENT M INMIIWENTAL PROTECTION GONER. PEEde FOR THE AGNUGGE a PRGW® 91AIwNANR RRW MY NON-CWIAYMAIO) BITE AGTRIY. & NOTES: 1. EXISTING CONDITIONS AND PROPOSED IMPROVEMENTS TAKEN FROM DRAWINGS PREPARED BY BUSSEN-METER ENGINEERING GROUP, INC. DATED MAY 6, 2004 AND PERMITTED BY THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT ON JUNE 1, 2004. 2. ONCE THE PROPOSED SITE IMPROVEMENTS ARE CONSTRUCTED ie, FILLING OF MANMADE LAKE AND RECONSTRUCTION OF THE STORMWATER MANAGEMEM TRACT, THEN THE COMMERCIAL TRACT CAN BE DEVELOPED WITH A MAXIMUM OF 1.40 ACRES OF NEW IMPERVIOUS AREA A MINOR PERMIT MODIFICATION FROM THE DISTRICT OR DISTRICT STAFF APPROVAL IS REQUIRED PRIOR TO CONSTRUCTING THE NEW IMPERVIOUS AREA. LOCATION MAP ®" &SITE INFORMATION OWNER IWIp➢L BROOKS JIL BRSS 1A G,NEV SW YflN 8E . HENNA 32866 -MW ENGINEER/APPLICANT RANDY L W9BY PE. = 1575 GGIAN Id AI BOUIEVMO, SLVIE .1U wro BOOK E1auw 3296D (772) 2D5 =4 SURVEYOR 1Ytl1W1 B. ZOM k ASBOCMI6. ML. B91 tt0 pXE WIiMAY YfAO BEACH, ELCWM 32962 pnl 567-752 &ZONING/LAND USE ZIXIIX4: RID -R VHD UEf 6 PROPOSED USE FUTURE PNH.. l 511E & PERM, TS REQUIRED CITY BE StH•SINN PREMINW TAi GUY BE 5FHV5tUN DDIIATEWNG ADIFT GO, M SFBVSIMR CIXtlTRUBMN PfWNI GIIY K SEBVMN CWMBNP: V G CIE W AGING COY BE 6E8LSSIWI FlWL PMT FG. RNFR CWXIY RAY PFAWi TAX PARCEL I.D. NUMBER(S) 31-36-14W W 1-W00-Cq:f.0.9 &SITE ADDRESS 1055 SEMSTWI iLOPoM 32956 M 329M SBCIMR, &FLOOD ZONE SIE V6 MIIXW RfKO 2A1E l', 9E F1 - IB.Y M'0 'I£ 6 - 20.1' PER PAU HUMBER I2061CHI IN. MRL GEL£ . Z. 1012 &EXISTING STRUCTURES DGM. WML A'0 SIGY PROPOSED STRUCTURES HAZE LEGAL DESCRIPTION PMT BE WAIT C BEfl6311.W EWES OMIT 1. M RELOADED M PEAT B]IX 1E PAIR H. PtNNNc RECW05 or IXAM` Am CpNtt. ELPHI BAD PMm BEND YNIE PMTNEARLY DESCM@L A4 EGLbY£ ERAI ME SWIHEAST RYMWIm BE TRAM S AEgSSVO FLAt Cf BE ASSD FEET TO THE POINT IF GEIi1.. 0 GG 11 u UN a H Hu Vi�aQ G 0G y W 91ffT P1 OF 1 .MP 91;910� 1 R P. SITE B.M. END. SWLL MAarn Nw 1%7c TCP Ci CURB z w L0. fgM1Y'PYm ¢-a.w FT. mw•m Ell Ij LnIIx"�e lip a > ,<2 —_ I A VPNITI P Y , 4 9 rn:er>ra% a I �IMW� ElK BNt C& TRABEMIHOS WAY PR(fPERtt LINE 10' VARIES MATCH EXISTING GRACE 1L 5 MA,. 5 MAX. NwE (SEED AND MULCH) (SEED LAND MULCH) SECTION A -A s. cMsmnLT TENPaww coxslElcnM A] PH A L 7 R D A D N A Y °�A* �� D. °ETWu SEBASTIAN BOULEVARD (C. R. 512) /-1FMPoMAY )0 lT BE 36• CMP o � TM _4. i Mn COHS'1@lCf ALT EENAi BJIINO.WY AD UWIS v,.EJ zo' \ MINIMUM RE/RADE/SEED/MULCH RADE/SEED/MULCH SE MED HNERE PDQ —PND IOW LVIE CONFKUMIpx TCP . 31.M• _..._ PART OF TRACT •C• SEBASTIAN LAKES T 1 P.B.I. 12 PG If B am Z X �BIIUO Eetn —REYUNE W'..,... -/ / Mr 24'. RCP N10 COXSNNy 1 uomm m0 srnpppyyyM LAY. _ ¢EVAMN 1593 / MMMNX/LEGION EEsnxc $NIlE T° OPMX 10 PpN . �i 1 �PEIi gilORV1 PLVK I/( r51-51 8 o SITE B.M. BT Bar OITx wAix PEnusslox To nu aT-s g SET IRIIIgW 5/B• DIAMETER IR(M ROD W/CAP BTAMPm "Z -LB BRIO• C.M. DCHCF TE MONUMENT. NO LO. C.BS-COICRETE BLOCK SIRUMRE aA-EMISIIND SPOT ¢EVATOi a - n -TFLPOWM Il' mar— _ arWMEBN�SNME� 5 FENCE p A V-B(BNLT T Ail 3 IA µ0 I1M115 OF PMRIjL R WIN. 55.+HOLEy m1WN) I N COXSRUB, YETI fFRI AT eMNlwrt RB > _ -- -S 3'T `j' 1 54 I I I �IMW� ElK BNt C& TRABEMIHOS WAY PR(fPERtt LINE 10' VARIES MATCH EXISTING GRACE 1L 5 MA,. 5 MAX. NwE (SEED AND MULCH) (SEED LAND MULCH) SECTION A -A s. cMsmnLT TENPaww coxslElcnM A] PH A L 7 R D A D N A Y °�A* �� D. °ETWu SEBASTIAN BOULEVARD (C. R. 512) /-1FMPoMAY )0 lT BE 36• CMP o � TM _4. i Mn COHS'1@lCf ALT EENAi BJIINO.WY AD UWIS v,.EJ zo' \ MINIMUM RE/RADE/SEED/MULCH RADE/SEED/MULCH SE MED HNERE PDQ —PND IOW LVIE CONFKUMIpx TCP . 31.M• _..._ PART OF TRACT •C• SEBASTIAN LAKES T 1 P.B.I. 12 PG If B am Z X �BIIUO Eetn —REYUNE W'..,... -/ / Mr 24'. RCP N10 COXSNNy 1 uomm m0 srnpppyyyM LAY. _ ¢EVAMN 1593 / MMMNX/LEGION EEsnxc $NIlE T° OPMX 10 PpN . �i 1 �PEIi gilORV1 PLVK I/( r51-51 8 o SITE B.M. BT Bar OITx wAix PEnusslox To nu aT-s EXISTING Tref •c• xciPJN\ ` ` ATRACT Al °w. °" xx AM s�ixu m --1B' 1 \ AREA = 0.478 AC. :I - OPEN OPEN SPACE/LANDSCAPE BUFFER \ TRACT Al, SEBA5IUN LIKES P.U.O. SU MSIOV PHASE 1 55 I P.BA. iQ PG. 69�I- I I I 1 1 I I I SEBASILW LAKES P.U.. SUBOINSIQV PHASE 1 58 I 59 1 SECTION B -B LEGEND SYMBOLS MAW'BB-NOXT1 AMEWCM'VEAnCAI DATUM W IBM g SET IRIIIgW 5/B• DIAMETER IR(M ROD W/CAP BTAMPm "Z -LB BRIO• C.M. DCHCF TE MONUMENT. NO LO. C.BS-COICRETE BLOCK SIRUMRE aA-EMISIIND SPOT ¢EVATOi n -TFLPOWM Il' mar— _ arWMEBN�SNME� 5 FENCE p A V-B(BNLT T Ail 3 IA µ0 I1M115 OF PMRIjL .m V: WIN. 55.+HOLEy m1WN) I N EXISTING Tref •c• xciPJN\ ` ` ATRACT Al °w. °" xx AM s�ixu m --1B' 1 \ AREA = 0.478 AC. :I - OPEN OPEN SPACE/LANDSCAPE BUFFER \ TRACT Al, SEBA5IUN LIKES P.U.O. SU MSIOV PHASE 1 55 I P.BA. iQ PG. 69�I- I I I 1 1 I I I SEBASILW LAKES P.U.. SUBOINSIQV PHASE 1 58 I 59 1 SECTION B -B LEGEND SYMBOLS MAW'BB-NOXT1 AMEWCM'VEAnCAI DATUM W IBM BA.-BEVAMON BENCHMARK SET IRIIIgW 5/B• DIAMETER IR(M ROD W/CAP BTAMPm "Z -LB BRIO• C.M. DCHCF TE MONUMENT. NO LO. C.BS-COICRETE BLOCK SIRUMRE aA-EMISIIND SPOT ¢EVATOi �- CONCRETE POWBI POLL OF s CoNCIOTE UWT PIXE OPO- METAL ULNT POE PLASTIC UGIT POLE w H WUJBH PONEN FIXE r®- WATER METER �vx -WATER VALVE xmt(- FIE HYDRANT av A . 4A£11 v&ME —. . ELECTIC FIBER BOX ym - CABLE W RISA B°X M TELEPHONE RISER BOX = SANITARY MANNOE ]ECRM NANHCLE EXISTING NORTH COUNTY LIBRARY !. SS WAHOI£ ImWX) EWmxc LME (TO REMNx) II NOTES: 1. EXISRNG CONDITIONS AND PROPOSED IMPROVEMENTS TAKEN FROM DRAWINGS PREPARED BY BUSSEN-MEYER ENGINEERING GROUP, INC. DATED MAY 6, 2004 AND PERMITTED BY THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT ON JUNE 1, 2004. 2. ONCE THE PROPOSED SITE IMPROVEMENTS ARE CONSTRUCTED I., FILLING OF MANMADE LAKE AND RECONSTRUCTION OF THE STORMWATER MANAGEMENT TRACT, THEN THE COMMERCIAL TRACT CAN BE DEVELOPED WITH A MAXIMUM OF 1.40 ACRES OF NEW IMPERVIOUS AREA. A MINOR PERMIT MODIFICATION FROM THE DISTRICT OR DISTRICT STAFF APPROVAL IS REQUIRED PRIOR TO CONSTRUCTING THE NEW IMPERVIOUS AREA AEF HOURS BEFORE BIDDING CYZ 7GL /FBI 1-800-432-4770 AM/SXA'O STA& NNE (NL LOCATION MAP ®" SITE INFORMATION OWNER WRIXD L IN... JR. FIS ISf SNEV SN YEIiO BSM)1. fU]MM ]R9m_9543 SURVEYOR wxVW a. ZFHR a AESDDI, .INC. 6& Cm DR .. YER0 BUM. FLORIDA NV:I (773) FI7-75W ZONING Puo/u PERMITS REQUIRED F . NONCE OF IxIFHI CRY OF VUM MM W91 ClEA91X6 .ELAND - $PIBVm EM (Pm .U, OBIIII°D) RExEw MCf -TNI PENNON RO"NED MEEPO '9 (PNEYRODSLY .1.) FLOOD ZONE SOE L65 WAIT. FLOOD ZONE •X•. •IE EL - I.,. LAID •AE . EL - R13 1' PFA FIRM MIYBEA 1ROB1Ca11]X. MTm DECEMBER A, zotz. TAX PARCEL I.D. NUMBER(S) ]1 -m -f.1 �D]DI-00 W-ODOCO.B SITE ADDRESS foss SOBHSIMN BDDIEV.C'm smuiuN, MBM ]xeM BENCHMARK B -IM X116 SHOxN HEREON IRE IN FST. RFFEREHCm 70 iNYD•m. W. M IXIXW — WIMIi RIICMMA9N bD °]Sou•. (SIgW17 MNxB A PUMl91m ¢ zl.w• Mw•m. LEGAL DESCRIPTION PIR7 BY TRACT C mGSMII W(m VN1 1. M K. M . BOOK 12 PB, 11. PUBLIC RECgAS BE HMM MWA CdM7Y. RRUA SMD PIACEL BOND MORE PIRBCIAMiLY DLSUIBm AS FMLVMS 0 U� Z 0 \�-------------------- FROSION OONTROI NOTFS 1 I 54 i DEWATERING PLAN N 1 NYIIebLM IM[ ASPHALT R O A D Y A Y /-CONSTRUCT TER. GOaWMUCIgN 6RHERGY IDC65 (GEE DETAIL) 8 OR O O GB• UP SEBASTIAN BOULEVARD (C.R. 512) ----------------- O CITT P Y F �I E.—_ . ,7 17 .._ �FILL/EXISIMATE g CODE AFUEL, SQ (Bodoo) ` Y1 OIS OTHER MEAT . END LANE i A TI IAFNS SIVEL BE MO MULCHED, yd A, FILL TERING VCO ONCE DEWATERING ISD IN. W BMLE MD M MD W. Pl1 pGR9W A9F/5. PART OF TRACT 'C' MRS" LAKES UNIT 1 - z P.B.I. 12, PB. 11 _ cc r TEWIDERNY tY WIDF 1> e� deL DErMTBRIxc SCONE r IRAQ dfY- _ \ TRACT Al °N`°f1` \ AREA = 0.478 AC. f OPEN SPACE/LANDSCAPE BUFFER \ TRACT Al. SEBASBAN NES LAPIWMIGSIBN PNAY 1 55 I P.B.I. 15, PG 69 .0 - I � I / 57 I I I I T I ! 60 I II I ! SEBA5BAN LIKES P.B.BI. SY/BDIMIRM PHSE A 1 58 1 59 Iljj 1 FRI Cr on CORNERS DROP ld� VIEW OF FRAME WITHOUT VIEW OF ERAME WRH SILT FENCE SILT FENCE �YXY STME MRZI of SLIT FFNfF TNI FT PROTECTION -NTS. .ED MB IRM. cHWIRE nLmFORCm SIM. NB r s I mrxLm. sW, Ma' R� �e PIPJ-]\ 1:ie)011101 1i�y1��0i.f9Bli9:tk9EI.V(leJ.id ,>1 1 NOTES: EXTRA SIREN 1. SILT HENCE G14EL BE EMRIC ME...ON SLOPE MNE MESH S CO.I TO MVIM6E P.I. EFFICIENCY. Mro,, nLIE R. INSpMT M'G GH WG RXCE QFLVwRS l TO AEIER EILX SOpX EYCN! ND REMOVE SE01MEM WREN NFLESLRY. .- MAXIMUM RECOMMENDED STORKE HEIGHT. S REMNED SEENTHE S. BE I.I.DTO od NFA TINT .1 .. COxr.. SmEW Ofi-SR ORWLOD Po51- BC PERNAVE Tj6 NIGH MAS. STMMED. PONDING HEIGHT FLOW 9'Xfi' TRENCH CORM COW IED GROIRL TRENCH DETAIL SIffA WOOD SI WYIMVM SPIwNG WRH WIRE W"MS fFNLE. G "BE SM PORT F w1IXDur WIRE suPPom FFHCE iry Ir -PONDING HECHT FEW, mf �Y MIX. D. RMX INSTALLATION WITHOUT TRENCHING TYPE IV SILT FENCE -N.T.S. a . can a 1. m nl 1pam Ina Bopq Poamelx alYw, weimeM E°men oM W1er memuree inleMea le imenl We. Regiora e oe o l IN, In 1IoM a[lolelre .11.1 nM Non Oe move luntli°nm pele,e up-.kmpep me e'¢ie Mmnt IOYm pbc.. Z NI eeamem Eenlml Redeem me to M handful to novel fm [onallon at me rime BI cewweGn° one are :.R. pee to any Rhee °e dandomn[e of drad7 ewloce ..Hol on .... of elle, Immeler de'e'm III moll Be wddroo a I. eennl sat imenl °r Leen Ina Ilhd°g hr MCWng °n to .1....I eepnfm. 3,, Pomlorcnl a lenpwmry IN MIMR WI°n 11°11 W °ppha 11 awuaM °raw .gnln -1 (1) boys .. fe°I'Rede Ie Mr an [m poelon W IM Me, iempx7 eel Nuadnallo° earl be drr Llan Mmon !'I) drys to bxeaM oma 11. MLett chmlrvclen vnkle [cav wee IMeraecl few ullaMrway �r'.na annll De la minimlae Ind WHERE GR QQ EXCEEDS RS /to In°I mey m, Le W fool gmh OW 1i0 mm°in endduNM Ian longer Nan b M , Pmm°mnI 11o6iAa°x°n Noll In SIWRY WATER TO BLTER 1PBRI1 WASH WHEELS W SECTION A -A -do Ly Madman' or addict ova Immpwlea m . teament .mLd da,I mon, GLed toN'mq don . It... d1- dded W mew Nal aw la 1e Ref uneMUNM Ix mart Iron one ywr, C6 CFS, SINOBWS OR l NI� conWmtl'un °1 Ne plojad °°IAba I NocA pllw elan G c°wna °e mnlolnea eAn nebimenl Impping CONN CONTINOENT BERM Of IR. It, N Wdebe ervNm awful ona ...at ad--- Made De mmmW Mane .TO a, III fel BRI ..Iran. an del clackpily en ..go mail Ina pmm°nenl etel5xaliw el all pM p4mupard. ford IM lempamry mMa[ury on rah manger nano NOTE .to °e .ell °ee IndebabMly ,mem Inn. "Jdl he OR SWO Nop sNHw ItiL6 OR OMER MPROJEO METO o, + 1 S A px-11dNOIM -11 Rall M MUMNM an I ... aM brew rcl °Nader p1,m°nwlly elotilhea. een .ard avlgn nM m-eWmnn engin Idlue twueemenlc m Maes mW- lOI.I.IB' dna 1. N EOO.T. M. Carbon-al STONE THAI IP OR IMO M PPPRDVED SEOWEM TqM DR SEOIMEM 84SIN. RAla Bny egnTconl lxnlaB wdimenl mond Nrvelury Rill be 'mepvlea Ian inlddly. Any domdel aeuicu elell 1e TEMPORARY GRAVEL TEMPORARY GRAVEL N cmentand HnmebMely T. Cowwnded mmN N[n M IN. ami cul x M defeat lade -marred limn d °Mgdk lempxm y m pemmwN \ ........ Imm., dew dam tl I m 'pard.,"Id"d B, Sodded .1 Be pmeMee nom dean' any Na- 1Wer ard... b,1- x WhanN, A dam Mer ImM WI °m f m W od ' a math chwa bued cmWmcfa. fall tm pm,edM 1° NW �menl-moan .ala cannot We, me [ontryance Notem .Road r1a1 Bn'nq RRarttl m Wmnne I,.Wetl 1° ,ewme wdenwL jzw. FT IS I. to to dulled m- an., G. When ern In a an, .WWmoulx b wbane,. g eadea. gena moon to reandu m[modr-mr caDer'.-at :n-Wd arae WaaWWe me ark oar to he grMwt ueM probable Rom, c°mlrvcnon. ° M o and parpwe ,0. Ped.Qr r-promn eM w inde° m+ l .11 ...at conn. armed a Rede M Ig, Oetale^re hdMlly; a Npmn B Impl� . telge m ..I/.r ...Leel 1.1 ma nwey , ry .1 . lm al wdmwl III i r°i B - Qm=l Rent owe ° D..D. GI. Ccnemadam Ile �e seFmem .vrrm Nwu FW In .M' g mrdron IM ea 1 ddo -WR boy, . Imil.W Gana Pa. fn soul Tear COUNTY UBRAR 6' PMT GP G. rS /WVOD R -1/R' MIX, WOOD R'X� PMI PMXCIPI£ PoGI OAY 1-1/Yxl-1/R- P�IIDNg SLi� PDSXION Dan. (GWIED RD SREL ", l6BI MIN. TOYING HIIN) llin E4TER FNgIC (IN FILTER EOBMC CON FOR NotIII ELEVATION SED, .1111 SECTIO SPEC) NOREG MLT HENCE TO BE PAD FOR UNDER ME C6MNLT LMR PRICE NR SIM'ED SRI BICE (LE.) TYPE III 511 T FENCE IgTL O iFHLf SiP0ALMBE1IX ACCT6YILL II WRC cL. RF T I �]NtMDD DUCH INS.,., AT SMENRES SHED K TYPE III SILT MILE PROTE BNON AROUND DGUR . IN. RLI GO N. CfR OY IN A MANNER Tull.19FENCES WRl M A Got, WdISS PERMdRw ROWING WAIFRCWRSEs. SIMCES ME TO BE USED M UPLAND LOGT105 MD TMBIDm 6ARIDERS USED M PERNMI BODIES OF WI SILT FENCE APPLICATIONS -N T S ONFROON RIDGE REQUIRED 11. MLett chmlrvclen vnkle [cav wee IMeraecl few ullaMrway �r'.na annll De la minimlae Ind WHERE GR QQ EXCEEDS RS L°nep°d nl tedmenl IF LncBjry ° wtea wrl°°e, a am napxlea °alt °puna rmtl wrle¢ ton a q I R cu M °M 'Wien, IM rtatl aal M cb[M InamugnH [I IM ea [I Mach UP. Ydlread Noll h Removed Isom Ne SIWRY WATER TO BLTER 1PBRI1 WASH WHEELS W SECTION A -A -do Ly Madman' or addict ova Immpwlea m . teament .mLd da,I mon, GLed toN'mq don . It... d1- RIGHT -OE -W"" MIS IMY REQUIRE TOP DRESSING, REPAIR MD/OR CLEW OUR Of arm, MedmeM N rtmwM In Inh man en. Talc pr an on WI npph ob INn1Ewl tdMrvMhn ark m ad w to III told CFS, SINOBWS OR aduking odMnv. CONN CONTINOENT BERM Of IR. It, N Wdebe ervNm awful ona ...at ad--- Made De mmmW Mane .TO a, III fel BRI ..Iran. an rv.V£M EOUNflGeO. ford IM lempamry mMa[ury on rah manger nano NOTE Mad t°M ory anlnlrt°m Ir.m ewlmcWn [IW enell be pmleeled Irem eeEWenl depdNlen °n r a erne - 13 ford. OR SWO Nop sNHw ItiL6 OR OMER MPROJEO METO d: W on nem tlunrlp [dnWruclion 10 INN. RE. RONOPf TO BISINM flFOOIRE➢. een .ard avlgn nM m-eWmnn engin Idlue twueemenlc m Maes mW- lOI.I.IB' dna 1. N EOO.T. M. Carbon-al STONE THAI IP OR IMO M PPPRDVED SEOWEM TqM DR SEOIMEM 84SIN. wn RnN% -al-alireNL M�9n S..I.. and .-I, ^nia, TEMPORARY GRAVEL TEMPORARY GRAVEL IS Cont., 6 namonmk for all Mad... ton dader, rvi.1.11 rvn all w deadening otliril'aM. SOIL TRACKING PREVENTION-N.T.S. alme°b. eemdal e Mer .If, oM S1PPP mm MTbWo an P'[ n—, b brand w Wo IR C°nn°r -.d°o inBM STM. MO TROLUD,qE REINORGED RUED AGO 1) Toe Pdldtn Pmmlral Pk° Y e mNb°-m gdael'am °sly. KgRmwl BNP', Req In nvamry °I Perimeter, wpenw. jzw. FT IS I. to to dulled m- an., Ig, Oetale^re hdMlly; PPI Goo. Pro not a-wer ,ale Marx -I, .eremd.. B - Qm=l Rent owe ° D..D. GI. Ccnemadam Ile EXISTING NORTTewe-kGwanO=' . Imil.W Gana Pa. fn soul Tear COUNTY UBRAR c - No Wean, pemm m<y be mea for demanding ante dada by Me Wer ferny -ant bland la Ind mtem. D - N. Wald dinfromm Tdroldty ria -g1 am regmade nc m ed Intl Pard be rePodal N la pr°jdd ..'neer. 6' PMT GP G. rS /WVOD R -1/R' MIX, WOOD R'X� PMI PMXCIPI£ PoGI OAY 1-1/Yxl-1/R- P�IIDNg SLi� PDSXION Dan. (GWIED RD SREL ", l6BI MIN. TOYING HIIN) llin E4TER FNgIC (IN FILTER EOBMC CON FOR NotIII ELEVATION SED, .1111 SECTIO SPEC) NOREG MLT HENCE TO BE PAD FOR UNDER ME C6MNLT LMR PRICE NR SIM'ED SRI BICE (LE.) TYPE III 511 T FENCE IgTL O iFHLf SiP0ALMBE1IX ACCT6YILL II WRC cL. RF T I �]NtMDD DUCH INS.,., AT SMENRES SHED K TYPE III SILT MILE PROTE BNON AROUND DGUR . IN. RLI GO N. CfR OY IN A MANNER Tull.19FENCES WRl M A Got, WdISS PERMdRw ROWING WAIFRCWRSEs. SIMCES ME TO BE USED M UPLAND LOGT105 MD TMBIDm 6ARIDERS USED M PERNMI BODIES OF WI SILT FENCE APPLICATIONS -N T S ONFROON RIDGE REQUIRED NOTES, _ I. THE ENTRUME SIULL BE MNMNNEO IN A CONMBWJ THAT WILL PRI TPACAING OR WHERE GR QQ EXCEEDS RS pS OR GREATER SIWRY WATER TO BLTER 1PBRI1 WASH WHEELS W SECTION A -A ECESLAY.-I GPILLWPY RIGHT -OE -W"" MIS IMY REQUIRE TOP DRESSING, REPAIR MD/OR CLEW OUR Of CFS, SINOBWS OR CONN CONTINOENT BERM Of I rv.V£M EOUNflGeO. 1 NOTE now Ba `Row OR SWO Nop sNHw ItiL6 OR OMER MPROJEO METO � DNEASIDN RIDGE 10 INN. RE. RONOPf TO BISINM flFOOIRE➢. R --I- COURSE AGGI MIN. B. MIDI AB HOURS BEeCRE DIGGING Ggt RYL ErdL 1-800-432-4770 axmAlE surz Rex au a owed WG aof w ^^i Offal w FF' ^ J an 01 n V A 0 0 F` z 1 J0 0 500. �my� Q Liu n do CIE f� D �a nq C2 NOTES, _ I. THE ENTRUME SIULL BE MNMNNEO IN A CONMBWJ THAT WILL PRI TPACAING OR ROWING OF SEDIMENT ONTO PUBLIC �e RIGHT -OE -W"" MIS IMY REQUIRE TOP DRESSING, REPAIR MD/OR CLEW OUR Of MW MEASURES USED TO TMP SEDIMENT R. WHEN NECESSMI, WNEEIS SNAIL BE CLEPNED PRIOR TO ENTR NCE ONTO PUBUC PLAN RIGHT -OP -WAY. 3. WHEN WASNNK 5 REWIRED. B sH4L BE � DNEASIDN RIDGE DONE ON M MG STABIU2E0 WITH CRUSHED M. MIN STONE THAI IP OR IMO M PPPRDVED SEOWEM TqM DR SEOIMEM 84SIN. TEMPORARY GRAVEL TEMPORARY GRAVEL CONSTRUCTION ENTRANCEZEXIT CONSTRUCTION SOIL TRACKING PREVENTION-N.T.S. X. STM. MO TROLUD,qE REINORGED RUED AGO Stl iEHCE W. 91AM fENR jzw. FT AB HOURS BEeCRE DIGGING Ggt RYL ErdL 1-800-432-4770 axmAlE surz Rex au a owed WG aof w ^^i Offal w FF' ^ J an 01 n V A 0 0 F` z 1 J0 0 500. �my� Q Liu n do CIE f� D �a nq C2 TECHNICAL SPECIFICATIONS Sad. Two Teat of Centipede sod m be placed on bash slap of Mae of Pavement. seep Fac ize eM Mulch: All dodurbo] alcor MMIR he s1eBlhed In sarL f nglbx art mukb upon completion and acceptance by Engineer of final graalrqseal. fro f el eM mulch dell be in conformance to MOT Sections 570, 575 aud OBI. The Continuum is r¢Fortsible for establishing a stand of areas sufficient to prevent elation and W allow remowl of Ne lempamry slit fence. The common may start to use peace seeping in lieu clapped fabl'uemM m ori the same seed coverage. Sees mixture to be appmvM by oginem gior W applkalicn. Testing: Tie Conlre[Wr sM1all sure lM1e service oleo appmv¢tl IMepeMenl lasting laboratory to combat all expand! lestrg On subgrade, base, esrAwX eM mncrd, Lose llon requiral for These tests shell el a minlmum be as speclfwU on We sheet coq Me WMer raldnM by Indian River County. Engineer may repuire Ak%mpl Iola. Should any Mels fail,,ummdor shall al his own camera e, refaO the defidandes and reled Me work pIM compliance wXMhe anachronism is demmetdetl. Tm?c Coniml: The insMllalion of TreR¢ Goland Oevicas alall be In wnfomance W TM1e nNulmmenls of the Manual of Uniform Traffic Conlml Devices and Intllan River CwddR. Drrupi Into pmm veenk: All labwrssor, materials and mdmnmet sslell wimm� monm W the minlmum ergineedng add mndmmmn aleMaNa of IMlan RlmrCourdy add FOOT Specifications. TrencM1exwvelion arra backglllrg operdWm stall meelwex<esd the ,ui.menk of FOOT SpeciOwlions, Section 125. The ConlmMrmadll pmeride Ire rwcessary shadbeckon dr, when lasting laid and the tlemonsll l wmptaNw MSS mBwMII T FD pips ImeF Ben be dry when pipe is leis aM tM1e pipe sM1sll be Italtl� per Ne tlHei6 eM per FDDT spelfiwlmra. The Comradm sF r comply With Chapter BUD., taw.. f FbrN.. Which ralof- to ComraMr Tri mming trench conventions over Me feel In depth amply wife all eppNsde voodoo apply slanamas entl shoring regmremems as at WIN in the OccuFeliorel Safety ars! H -M Admin duallon's (OSHA) sxrsentan entl solely standards, 26 C FR WLbd50. SWpan P erq 'neoryeml� as iM stale or FNriaa aW reale. as ravlsW aMlor ulbalm. The mal cl mmpfervz wren MIs sperem,tstall be Inducedpa-1. Incllire rem of of maps to a, WhMadar wm6p Iraune cam of =ampimn=e is In=IWaI in ane ulul lark area Ilene arwork la coni=n Mk regmremam apgies. Comrgded Meal Pipe ICMP/CAP): All CMP stall be a1uniwm.11, mord, hallul-wauM rmgdetl pipe mnlormin8 to AASHTCFM 16674 aM MOT seN. 015. Pipe arts.1 mens anon be rerormea to annular mrtupetmns Wr ane mmgde hrMwitllh. AXpIncesM1dilre soil-bWA, All =onnedirg bar Me Mull be wrrugele anrvrbr mrgdirg barks. A Neoprenegask. oral heard 71n roes wide by 3re bond thick shall be coed far all pipes or 3erkad diameter art mallet leryer qpe sizes require gasket of al Ind 10.1!2 incM1p In vntlN. AX LMP dell be -ladened at maximum lengths IO r umlowmanbadloind. Advanced Drainage Systems (ADi ADS N-12 gee Mpall mmmm to wmomr W ASTM era AABHfO stentlartls, all (Dims sM1all be soiLOaM. Imlalleam shall be per mandedurp apecifimgons R ... Mewl mnmo. pine(RCp): An RCP ahall mdomn W the nalutremems of TOM alandaN a odfmnone dna Shan be cess ITL P1,trip. sail be macer geek. Alms art TM1e plpel.m Wall be manuladurM to meet the rmuiremems ofASTM D -11 -talon C44174. Trench Backfill stall be az l be in TM1e w., Do. loader oIe aaalloq tr urtler meal m aMmNmlzonessdall be asrmMmctum. leper myMway asvemsbu lure entl one test hIslanvin a hall bre cd sWMetMt... emrvertWay more rnal ever, twor ns, Testhereto ineachferansbabegan In the Met Met ll viMeculwn wasfm awryas IeN mined ntxDlemm Ne subgratle. Denahy still be to lgp pemeNof maximum es ael1pwmea by AAsfmm T -W Clewing eM improb a: ,Waring aM gmbb is shell ee pemmnM ..,Me limits of Me prvlsd work. This Nanwwas Section110,Floitla Oe to hecodTmwpni.icn (FOOT) disposal of all Thsitemstall InclW,e,bN isFiat eslimned to he madd other n and IWaI material OI all bees, fhample,in slumps, roofs, mass, wens, coastal eM coder ghee, who malarial W a see of a the des below ndual gmuM a tipped] firashH grace, wHcaevs Theeast ba ilm nearly oppressits em; NiMma a qxW enisl'mp p 1 or tlje 1 dl epre TI -i ll MleM 1 ur mi p rw 11 M its he ed MedyM leering pe l Pip tyMNwa1 I, r parm' n aI 1 aunty nd pr area Ian ba Ma] eM nagmal N arm 'he a River",aunty mand SJRWMD Iaaw ms t, anall be ii,mosed byCounty "Immin, slam Oreq'ea. All suchahave I eJ defy ad,... 1. lM1e shown on the OimwiFsl dsode lance MITI Ithea aUiromWnd1 the Greatly eSt shown oder Water Ms.Inemeomence wadids MD). Further eros nw and Me be John's River Weler Meregemenl Distal (sJRWMDI. Fuller emsWn mnmd stall Le mpfi r The....Ho Honduras far a tli.uNH areas es scones Nry areal firer gatle, per The apecifimfions leraeemlrg anN mukblrg_ All malarial wall be removed Ilam Ne site and dell W legally abpe»i of in armrtlarcc wild all loml, slate and fedeal reo mmenU. Organic Mdenal may ber hamar olrsae produced! Contradom odbins any and all reueatl bum pent ft Any mNmmI remwim wall he do,.. elo1 m spedfied Weave. The Contactor doll maintain all sloemwala chafe dung wnsmxWn W pavem Membrane of turbid water oflstle. Should levee glomi seems occur dal make His I. ..lot.. Me Contactor stall lake all possible laps W present disslwge of cured Is, Mciupirg Irelanation at add Moll silt fence, hay bales art aelmem of the maser, VarM wW EaiMorkaM Gnarling: All eamhwork and g. dog shall be Febrmsd as reuirdW acMeve the firel greeds, typical sections eras elewbwa slmm on Ida plain. Are,fill placal malloommaln a vaneimat Vilfir. Inallo rrespm6,mdmalsaWwmtvion m emacs.Nc.fF OT emwnkmem..SoMm ton dna eraalrg elan rnnmrm Wlhe rendmmemam FOOT specNnshood s ,aditim ho Any n-dI andGeMiseurargeNo malarial All 31i Inches of and madtinder shallbermmvai argrel015fwN sash. maledeL All gadwal pMwnM era easing shill be mplulwl en D.1 I625 fad aramign gape All shall he and sh0oml6inchers shall eeood or a maximumed! to dnviabon of 025 of dissigh . All culveas d I et thermal laid to within 1116 inch per food ora maximum aeWaeon of 0251ed in emwliap ane, and lnroamelW S' It fence shell be installed in the locations shown on the dmwtrgs in accordance to the details and speeriwliom included dsmhonthmearamrgs. PavinglmWownnum. All macs proposal for paver, shall bewraWNas ipwmxmd nce wilo TM1e design gades and Weral sedow shown oniheammrgs, ars incrmmmance to He renuiremmasoflndianitri-County. AspM1allPime Coal arcM[k coal fiat base worse eM T.ween IIRs of asplsall shall eenlorm to the aquiamenls of Se cons 3OO l throtgh 3a0.7ef He FDDT Specifimliom. Prime Coal Maill los apglatl el a m1e e10.t6 gallons Finagwre yeti aM ask mel d a rale N 0049alloppe squareyard,unlessdhemiseapma byihe Engineer. Asphalt NO.. course shall be Type S or SP per FOOT Scon-a31 S 334 , sigh a m aWre,m size &S -inch aM shell havea minimum Marshall stability M1 WD Ins Thlcknass sMll be as ap¢cifed on Ihedelails lar lash pawmed seclkn. Base: Llmemck hese mdeial shall be wmwdW W W%el maximum pai per AASHTO T -1S0 d M en LBR d IOD. All limaack shall meNtM minimum raywamanls of FDOTSMUm Dtt. As an allemate, cememetl wgdm wnWrmirg to FDDT SMWn etS may be subslDNee aM sban be sBoard 1p the comlaclion spxifcalam detailed Mrs.. CMified wmpaslem lads shall be submitted to Me Indian River County Miami per to False ii,soval. Turner- shall be as specified on i dowls for each pavement seslion. Subgmae: subgraae shall be compaletl W 9e%ormaximwn amsiry pn MSHTO T 1 W. aM stabilized to a minimum LBRc140. Subgretle stall los llmmrgMy mlle]wXM1e pneumatic head miler poor to schedule,any-Speaslnspedan C,116W mpolontels shall be submitted W the Indian Rival County Ergines prior to sub3atle appmwl. ENGINEER OF RECORD INSPECTION REQUIREMENTS FEET FEET IFTE, IIET FEET '.1 RE, a FEASELF.Movel Was we k ped ever F. ax :0 NIFFErmi - eve 1. son 1. No Ph sperne, A ALL TI TING MALL clecor "'No. MINIMUM CONSTRUCTION CHECKPOINTS THE ENGINEER OR HIS REPRESENTAIRVE SHALL BE NOTIFIED FOR A PROGRESS INSPECTION A MINIMUM OF 24 HOURS PRIOR TO THE FOLLOWING CONSTRUCTION MILESTONES: 1. ANY OE9IATION MGM THE APPROVED PLANS. 2. CONCRETE PLACEMENT INCLUDING BUT NOT UNITED TO, CAST -IN-PLACE STRJCTURES, SIDEWAU(S AND CURBING. 3. BACIV WNG OF ALL DRAINAGE CONDUITS. 4. UPON COMPLERON OF BACKFILL AND COMPACTION OF PIPE TRENCH AND STRUCTURES. 5. UPON COMPLETION OF THE SUBGRADE. 6. UPON DWVERY OF, AND PRIOR TO, THE PLACEMENT OF THE BASE COURSE. 7. UPON COMPLETION OF THE BASE COURSE, AND PRIOR TO THE APPLICATION OF THE PRIME COAT. B. PRIOR TO, AND UPON COMPLETION OF, TIE APPUCATION OF THE ASPHALTIC CONCRETE SURFACE COURSE 9. UPON COMPLETION OF CONSTRUCTION, FOR A FINAL INSPECTION WITH REPRESENTATIVES OF THE ENGINEER, CONTRACTOR AND OWNER. 10. ANY OTHER INSPECTION REWIREMANTS ESTABLISHED BY THE OWNER, ENGINEER, INDIAN RIVER COUNTY ANO/OR SJRWMD. DEWATERING CONSTRUCTION DEWATERING MAY REWIRE A SHORT OR LONG - TERM DEWATERING PERMIT FROM THE SFWMD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT FOR HIS WORN. MITERED END SECTION F.D.O.T. INDEX NO. 273 GENERAL NOTES: I. Contractor is responsOle For checkNg actual site conditions before Moslem construction 2, Any discrepancies an the drawings shall be bmugM1l IN Ne aftenlion of the engineer Triple commencing work. 3. Contractor shall obtain all requiretl building perntl. before wmmerwing work. 4. Contractor shall be responsible for location of all existing utilities. The contractor shall comlad all concerned utlifie at least 46 hours in advance Mr canslruClbn operators. 5. No fdtl changes or deviations from design to be mass without prior approval of the engmpr 6. All weNt..boM shell be completed in acwrdence with Me apoh-ble aiNnences pi me City of Salesian, Flood.. T. Contractor shall supply density leak W englnear an all eubgra le base and aspion Tpla shall be preparetl per AASHTO T-180 malhetl end melhotls tlperibed In FA.O T. epecifwlion 330-334. 6. Slope grades from elevations shown to exislirg grade at property line. 9. Engineer shall be Edged at least 46 hours In advance for any inspection. 10. All haMc control radicals shell be in wantedance with M U T L.D. Standards. 11. All wnshuclion shall be In accordance with the Florida Deplogmmnl of TranspmraXon'Sla Aland SpedOcafiorm for Read and Bud, Conaturr i . La1azt Respond. 12. Erosion and sedimwtaton control Iecbmpue shall be Incorporated during wnsbuutiw as follows: 11) silt screens chair be mdntatned at he project pabnele,. (2) No offsite discharges shall occur during car odeflon. In the event discharge Is replaced hay, bales andlor turbidity summers shall be Incorporated al the dimmable point as necessary to control NNdity. SNB hang" "By"' "GG/G'f11�Gr 1-800 -4U-4/70 issuance. SEE PLAN AONE / PLAN 6x6 W.4/M.4 WWF CONCRETE SIDEWALK DETAL (RESfORATKNN IF NEEDED) 9ffr C3