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HomeMy WebLinkAbout12-18-2025 PZ Agenda1. 2. 3. 4. 5. 11 area S HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET n SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 www.cityofsebasffan.org AGENDA PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY THURSDAY, DECEMBER 18, 2025 - 6:00 P.M. CITY COUNCIL CHAMBERS 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MAY BE 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 AND AGENDA MODIFICATIONS Modifications and additions require unanimous vote of members. Deletions do not apply. APPROVAL OF MINUTES: Regular meeting of November 6, 2025 PLANNING AND ZONING (P&Z) COMMISSION OUASI-JUDICIAL HEARINGS • Chairman opens hearing, attorney (or Chair) reads ordinance or resolution or title • Commissioners disclose ex parte communication, site visits or conflicts • All who intend to provide testimony shall submit a speaker oath card to Chair • Applicant or applicant's agent makes presentation - maximum 30 minutes • Staffpresents findings and analysis • Commissioners asks questions of the applicant and staff • Chairman opens the floor for anyone in favor and anyone opposing the request (anyone presenting factual information shall submit a speaker oath card to Chair — maximum 5 minutes) • Applicant provided opportunity to respond to issues raised by staff or public — maximum 10 minutes • Staff provided opportunity to summarize request— maximum 10 minutes • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Quasi -Judicial Public Hearing — New Site Plan + Conditional Use Permit + Waiver Request — Ameron Boat & RV Storage Facility — 45 Ashbury Boulevard - 3.8 Acre Development along with Associated Site Improvements — CG (General Commercial) Land Use, CG (Commercial General) Zoning District — Conditional Use Approval for an Outdoor Storage Facility with in the Sebastian Triangle Overlay District - Waiver from Triangle (Riverfront) Overlay District Prohibited Front Yard Fence Materials 7. PLANNING AND ZONING (P&Z) COMMISSION PUBLIC HEARINGS • Chairman opens hearing; • Attorney reads ordinance or resolution or title, if any; • Staffpresentation; • Public Input; • Commissioners closes hearing; • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Public Hearing — Recommendation to City Council — Preliminary Re -Plat — Maxwell - Schumann Commercial Subdivision — Replating of 1.93 acres consisting of eight lots to a two -lot commercial subdivision with proposed stormwater tracts, ingress and egress easements, necessary improvements, and including previously agreed upon off -site improvements. Current Zoning is CG (Commercial General) and Future Land Use is CG (General Commercial). Requested to be Tabled to the January 15, 2026 meeting. 8. UNFINISHED BUSINESS: None 9. NEW BUSINESS: None 10. ADJOURN No stenographic record by a certified court reporter will be made of the foregoing meeting. Any person who decides to appeal any decision made by the Commission with respect to any matter considered at this meeting may need to ensure that a verbatim record of the proceeding 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 Americans with Disabilities Act (ADA) of 1990, anyone who needs a special accommodation for this meeting should contact the City's ADA Coordinator at 772-388-8226 at least 48 hours in advance of the meeting. All government meetings in City Council Chambers will be broadcast live on COS -TV Comcast Channel 25 and ATT UVerse Channel 99 and streamed via the city website — ,, Cir t olsebastianor;. unless otherwise noticed and rebroadcast at a later date — see COS -TV Channel 25 for broadcast schedule ZOOM INFORMATION If you wish to attend the meeting by Zoom, please follow the link below to the City's Meeting Calendar, and locate the applicable meeting date. The Zoom connection details are provided. https://www.cityofsebastian.or,_,:meetinL,calendar 2 CITY OF SEBASTIAN PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY MINUTES SPECIAL MEETING, THURSDAY, NOVEMBER 6, 2025 Call to Order -- Chairperson Kautenburg called the meeting to order at 6:00 p.m. II. Pledqe of Allegiance -- was recited by all. j III. Roll Call C Present: �- Y Ms. Matthews Mr. Reno (a) , Ms. Kautenburg Ms. Battles Mr. Carter Ms. Kinchen Ms. Lorusso 0 cc E Absent: Mr. Roberts (a) -- Excused • u 2 2 Ms. Geesey -- Excused �,. CL 5-0 ®a ' J Also Present Alix Bernard, Community Development Director Dorri Bosworth, Community Development Manager Jim Mann, Principal Planner Michelle Faulkner, Senior Planner Joseph Perez, AV Technical Assistant Janet Graham, Technical Writer IV. Announcements and Aqenda Modifications: Ms. Kautenburg announced that Commissioner Geesey is excused from tonight's meeting, and the alternate member, Mr. Reno, will be voting in her place. Mr. Roberts, the second alternate, is also excused from this evening's meeting. Mr. Jim Stokes will be returning as our attorney, and we welcome him to the Board again. However, this evening he cannot make the meeting, and tonight's meeting is being attended in his stead by Attorney Andrew Mai, who will be joining us via Zoom. V. Approval of Minutes: Special Meeting of October 9, 2025 All Commissioners having indicated that they had reviewed the Minutes of October 9, 2025, Ms. Kautenburg called for a motion. A motion accepting the Minutes of October 9, 2025 as presented was made by Mr. Carter, seconded by Ms. Battles, and approved unanimously via voice vote. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 2 MINUTES OF REGULAR MEETING NOVEMBER 6, 2025 VI. Planninq and Zoninq (P&Z) Commission Quasi -Judicial Hearinqs A. P&Z Quasi -Judicial Public Hearing -- Site Plan Development -- City of Sebastian Cemetery -- Construction of a New 1,577 SF Office Building Along with Site Improvements Consisting of New Landscaping, Stormwater, and Utilities -- 1921 N. Central Ave. -- Tax Parcel ID# 30-38-30-00000-9000- 00000.1 -- Current Zoning is PS (Public Service) and Current Land Use is INS (Institutional) Mr. Mai read the item into the record. Ms. Kautenburg explained the process for public input. She then called on the City/applicant to make their presentation. Ms. Bernard stated that what the commissioners have before them tonight is the site plan application for a new administrative office building at the City cemetery, 1921 North Central Avenue. She stated that there is an existing structure there currently and that the City has outgrown, and the City is looking to expand the structure to 1,577 square feet. They have gone before the Board of Adjustment and were granted a reduction in the required setback from 30 feet on the eastern side to 19.42 feet, and that is to accommodate the size of the structure and the placement of the structure, not adversely impacting existing grave plots and an oak tree. The existing designation there is Public Service with a future land. use of Institutional. There is the required six parking spaces, landscaping, and utilities. The proposed site plan is on C-400 of your agenda packet. C- 400 is what is being proposed tonight. In addition, the Parks Director is here who oversees the cemetery as well as the engineer of record. Ms. Kautenburg called for any questions there are regarding this proposed site plan. There being no one from the public who wished to speak, Ms. Kautenburg closed the hearing, and stated the Commissioners will now go into deliberation or action. Mr. Carter commented that on the elevations in the plans listed there is nothing correlating with the fishing village theme that we have mandated that all new construction should have. Ms. Bernard suggested on the architectural drawings the Bahamian -style shutters are part of the fishing village theme, and she added that -staff did work with the architect to make sure that it was in compliance with the Overlay District. Mr. Reno asked regarding the sewer lines. He understands that this will be contingent on the County installing an extension to a sewer line on Central Avenue so that that project will not move ahead until that is completed. Ms. Bernard said that staff is working in partnership with Indian River County to expand the sewer in the entire CRA area which PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 3 MINUTES OF REGULAR MEETING NOVEMBER 6, 2025 this is a part of, and that is just getting underway. So, staff will work in partnership to make sure that that connection happens at the same time as construction. Ms. Kinchen asked regarding the teardown of the building. She asked how much pressure you are going to put on the City Clerk's office to take over for them. There will not be anyone in the building to help the people who go to the cemetery and pick out lots and do all the paperwork, etc. She asked if the City Clerk has enough people in her office to handle that. Ms. Bernard said she believes so, and staff works in partnership with the Parks Department. So, there will be someone on site there during the construction process. There being no more questions from the Commissioners, Ms. Kautenburg called for a motion. A motion approving the Site Plan for the City of Sebastian Cemetery was made by Ms. Kinchen and seconded by Ms. Matthews. Roll Call Ms. Kinchen -- Yes Ms. Battles -- Yes Ms. Kautenburg -- Yes Ms. Matthews -- Yes Vote was 7-0 in favor. Motion passes. Mr. Reno (a) -- Yes Ms. Lorusso -- Yes Mr. Carter -- Yes B. P&Z Quasi —Judicial Public Hearing -- Site Plan Development -- Hawk's Landing -- Development of 162 Townhome Units, for a Proposed Density of 8 Units Per Acre, Including a Private Amenity Center, and Public Dog Park with Access from Schumann Drive, Along with New Landscaping, Native Preservation, Stormwater, and Utilities -- The 20.38-Acre Site is Located East of Schumann Drive, North & West of the Day Drive Canal, and South of Dahl Avenue. Current Zoning is RM-8 (Residential Multi -Family 8 DU/AC) and Current Land Use MDR (Medium Density Residential) Mr. Mai read the item into the record. Ms. Kautenburg asked the applicant for their presentation. Wesley Mills, Mills, Short & Associates, introduced himself. He stated that he is here to represents the Hawk's Landing townhome project. He introduced the owner and applicant, who is Firethorn, Inc., LLC. He stated there are two representatives from the ownership group here tonight. His firm is the Land Planner and Civil Engineer for the project, and McCarty and Associates are the Landscape Architects. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 4 MINUTES OF REGULAR MEETING NOVEMBER 6, 2025 He pointed to the drawing on the screen, and he described in answer to Mr. Reno's question, the pipe is situated just east of Schumann Drive. He pointed to a closer view of the location of the pipe. Mr. Mills gave some background on the project and how they got to this point. He said that the floor area of the townhomes will be approximately 1,600 to 1,800 square feet. There is an overall 40% of open space. There will also be upland preservation areas that are 27% of the site. They also wanted to be sure that they had enough parking for any guests of the residents who would be coming, and use of the public dog park and the amenity center. There are 352 parking spaces in total. Amenities include a pool cabana and pool centrally located, the public dog park, a retention pond located in that area, and walking paths and benches for the public to use. There is a 25-foot landscape buffer around the entire site, and they also have a master stormwater system which would consist of three wet retention ponds. He pointed out the trees that are on the site plan presently, and in addition to that they plan to enhance some of the native areas within the community. He pointed out the main entrance, which will be gated. He pointed out a secondary access point, and that is what the public would use to access the parking and dog park. That secondary access will be used for the community to exit the site. He described the parking areas, and the water system. He also pointed out the landscape buffers where most of the vegetation will be preserved, and they will also plant that area to enhance it and buffer it from the single-family residences. There will be a fence along that area as well. He also pointed out a rendering of what the buildings would look like. He then called for questions from the commissioners. There being none, Ms. Kautenburg called on staff for their presentation. Mr. Mann reviewed that tonight's meeting is regarding a Preliminary Plat and a Site Plan Approval for the construction of 162 townhome units across 28 buildings along with an amenity center, public dog park, and access via Schumann Drive. He stated that on the Agenda tonight there are two different items: a quasi-judicial meeting for the Site Plan approval, and also a public hearing for the Preliminary Plat. He explained the reason for having to go through both processes for this project is that, since it is a multi -family development, it does require a Site Plan approval, which is the quasi-judicial hearing. Also, they are conveying property for private property owners to own the townhomes. Thus, it has to be subdivided into a subdivision plat. That requires recommendation for the City Council to approve the Preliminary Plat. So, in essence, you have two applications in one presentation. He went into the history of the processes which were covered. He then stated that staff recommends approval of the Site Plan for this townhome development of Hawk's Landing under the following conditions: 1. No conveyance of property shall occur until Preliminary Plat and Final Plat are approved by City Council. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 5 MINUTES OF REGULAR MEETING NOVEMBER 6, 2025 2. A plan to avoid monotonous color schemes and elevations for the townhomes shall be submitted for staff approval prior to issuance of the first building permit. 3. Submittal of a signed School Concurrency Availability Determination Letter (SCADL) from the School Board must be submitted to staff before issuance of the first building permit. Mr. Mann called for questions/comments. There being none, Ms. Kautenburg called for public input from anyone who is in favor of this project. There being no one, Ms. Kautenburg called for public input from anyone who is against this project. Carol Maxwell stated she does not know that the area has enough roads for all these new people to get out of this development. She asked if there is infrastructure for that, or will we have it. Ms. Kautenburg replied that there is a primary access entry and exit as well as a secondary, which are both on Schumann Drive. Ms. Maxwell stated that Schumann is very busy anyway, and she does not know that it can handle all the additional traffic from this community. Ms. Kautenburg said the commissioners will ask about a traffic study, if there has been one. Ms. Maxwell asked when the traffic study was done. Mr. Mills said the traffic study was done on January 31 �, 2025 She asked what day of the week that was. Mr. Mills said the traffic consultant went out and got trips, and he did it multiple times throughout the week. His report was completed in accordance with Indian River County requirements and the City's requirements as far as trip generation and logging of the trips, etc. Ms. Maxwell said she was hoping for a more specific day when the traffic study was done, not just a random week. She also asked if there is going to be a light, or do we think we need a light flashing of any type. Mr. Mann said that the traffic study was done over a 2-week period of time, and they did the trip counts for that section of roadway. They also included a count of the level of service of the roadway system. For that number of trips, it did not call for any improvement of that section of roadway for Schumann Drive. It was approved by ICR Traffic Engineering and by the City Engineer. Steve Wooldridge,153 Day Drive. He would like to know where the setbacks off of the Schumann Canal are going to be for these townhouses. He also asked what the timeframe is suggested for start and finish. There was no one else wishing to speak against this project. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 6 MINUTES OF REGULAR MEETING NOVEMBER 6, 2025 Wesley Mills, Engineer, answered the question about traffic. They did produce a traffic report that was reviewed by City staff, and the added trips from this development will not cause any issues for any of the roads that they are loading their traffic on. As it relates to setbacks of the buildings from the Schumann Canal, the buildings will be set back off the canal about 50 feet. So there will be a 25-foot landscape buffer from the canal, and then there will be a 25-foot setback to the building structures. Ms. Kautenburg called for a final presentation from the staff. Mr. Mann stated that, in conclusion, the proposed Hawk's Landing Site Plan is consistent with all state and local laws with respect to the subdivision and Site Plan development, including provisions contained with the City's Comprehensive Plan and the Land Development Code. Again, staff recommends approval of the site plan for Hawk's Landing subdivision under the following three conditions as set forth above. Ms. Kautenburg closed the hearing, and called for the commissioners' deliberation and action. Ms. Battles asked regarding the traffic. There is reference made to the level of service, and we are all aware that traffic is pretty bad on Schumann. She asked what the level of service is out there, and maybe it can explained if the level of service changes or not. Mr. Mills stated he believes the level of service on Schumann is C, and this project does not change the level of service. Ms. Battles also asked if the ponds are intended to be wet or dry. Mr. Mills said they are intended to be wet. She also asked if there is a reason behind the area of the public amenity being completely fenced and enclosed. Mr. Mills said the community would be a private community, and we have a gate at the entrance so that the public is not wondering through the subdivision. It is also to delineate the public park, the limits of the public park, and then because it would be used for a dog park, they wanted to make sure that the park was completely fenced if the dogs were out running around. Ms. Battles asked regarding the secondary access. She thinks the secondary access is great. She asked what is the plan for any traffic that tries to enter the secondary access and cannot. Mr. Mills said there are parking spaces there, and that was the intent -- that you would pull in and do a T-turnaround and then come through. Ms. Matthews asked if the secondary entrance is gated as well. Mr. Mills said yes. She asked if there are three total parking spaces for the dog park -- one for handicapped access and two others. Mr. Mills said yes. She asked if the dog park is a part of the community. Mr. Mills said yes. She is assuming there is an HOA. Mr. Mills said yes, there will be. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 7 MINUTES OF REGULAR MEETING NOVEMBER 6, 2025 Ms. Matthews asked a few other questions regarding the dog park, the fencing, etc., which Mr. Mills answered. Ms. Lorusso asked regarding the HOA, when you say, "convey the property to the owners," does that mean you are going to convey the property to each individual owner, each unit, or is it going to be by each individual building, where each individual building has its own HOA, etc. Mr. Mills said each unit is going to be platted fee simple, so every person who would buy their unit would own their front yard, rear yard, and their unit fee simple. The HOA would work like any other subdivision, so it would not be like a condo association. Ms. Kinchen asked regarding Thunderbird Drive, if it is equal to the west side of Schumann Drive, as there is a Thunderbird Drive on the west side of Schumann Drive. Does this Thunderbird Drive line up with the other one. Mr. Mann said it looks like it aligns, and Thunderbird continues through on the west side of Schumann. They are preparing the plat now, so they can look at changing the name if there is some confusion there. Mr. Mills further explained that, because the site was previously platted as 70 lots as part of the GDC plat, they just used the road names that existed with that plat. He does not know that his client is fully attached to the name of the street. So, if it makes sense to change it, they would be happy to change the name of that street. Mr. Reno asked regarding the right-of-way for the canal maintenance. There is going to be a large CIP project proposed in the future that is going to include working on the seawall. He asked if that is going to conflict with the existing plans for this project. He also asked who the owner of the seawall is presently. Ms. Bosworth said usually it is determined from the survey of the property. The seawall is usually right on the property line. She said staff will look into that, and staff will establish who is the owner and has maintenance of the seawall. Staff can look a bit further into that, and as the plat goes forward, we will make sure we get a dedication or something in the HOA documents that establishes that the HOA will be taking care of that seawall. Ms. Kautenburg pointed out that knowing who owns the seawall is extremely important. If you are intending to sell properties to people who need loans, the ownership of the seawall is going to be an issue. Mr. Mills said they will definitely address this question, and the nice thing is, because we have all the landscape buffers that we have, there is no single lot that abuts the seawall. That is all common HOA space. Ms. Battles asked if there will be a different conversation when the plat comes in. Ms. Kautenburg said yes. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 8 MINUTES OF REGULAR MEETING NOVEMBER 6, 2025 Ms. Matthews asked who will maintain the area of the dog park. Ms. Bosworth said that there will be something on the final plat where there will be language explaining who is it dedicated to and who is responsible for the maintenance. She suggested that the commissioners can make this question a part of tonight's motion. There being no further questions or comments, Ms. Kautenburg called for a motion. A motion approving the site plan development for Hawk's Landing for the 162 townhome units with the conditions that staff has recommended and the addition of a condition that we request that the HOA is responsible for the maintenance and upkeep for the public areas in perpetuity was made by Ms. Battles and seconded by Ms. Kinchen. Roll Call Ms. Lorusso -- Yes Mr. Reno (a) -- Yes Ms. Battles -- Yes Ms. Matthews -- Yes Vote was 7-0 in favor. Motion passes. Ms. Kinchen -- Yes Mr. Carter -- Yes Ms. Kautenburg -- Yes VII. Planninq and Zoninq (P&Z) Commission Public Hearinqs 1. Public Hearing -- Recommendation to City Council -- Preliminary Re -Plat -- Hawk's Landing Subdivision -- Replatting Blocks 581, 582, and 583 of Sebastian Highlands Unit 17 to 162 Townhome Lots and Applicable Tracts for a Proposed Multifamily Development with Access from Schumann Drive -- The 20.38-Acre Site is Located East of Schumann Drive, North & West of the Day Drive Canal, and South of Dahl Avenue, Current Zoning is RM-8 (Residential Multi -Family 8 DU/AC) and Current Land Use MDR (Medium Density Residential) Mr. Mai read the item into the record. Ms. Kautenburg called for the presentation by the applicant. Mr. Mills said he would not go through another presentation. He will be happy to answer any question there may be. Mr. Mann said staff would like to enter the presentation of this item into the record along with the staff report in the previous item and the discussion points that staff have had. If there are any questions, he will gladly answer them. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 9 MINUTES OF REGULAR MEETING NOVEMBER 6, 2025 Ms. Kautenburg called for anyone from the public who wishes to speak in favor of this item. There being none, Ms. Kautenburg asked for anyone opposed to this item to speak. There being none, Ms. Kautenburg closed this hearing, and the commissioners entered into deliberation. Mr. Reno wanted to reiterate regarding the right-of-way for the canal maintenance easement along the seawall and the ownership of the seawall. Ms. Battles suggested that the lines for the public dog park and trail tract might need to follow the fence line. She said that on the plat, it cuts off at Lot 49. Mr. Mills said they will update that with the final plat. Ms. Battles also addressed that, on the secondary entrance tract, she thinks that line may need to go down to the proposed gate and maybe the main entrance tract also. Mr. Mills said they will take a look at that. They are finishing up the final plat, so the surveyor will be giving it a good look and making sure everything closes and is logical in that sense. There being nothing further on this item, Ms. Kautenburg called for a motion. A motion approving a recommendation to City Council the Preliminary Replat for Hawk's Landing Subdivision with the additional four conditions as set forth in the Staff Report regarding the Site Plan for Hawk's Landing Townhomes as well as the determination of the ownership of the canal as set forth in the Preliminary Plat was made by Ms. Kinchen and seconded by Ms. Battles. Ms. Battles then asked that the few small adjustments that were just talked about regarding the entrance tract and the tract for the public dog park and trails be included. Ms. Bosworth said these items will be reviewed when the plat goes to City Council. Roll Call Ms. Battles -- Yes Ms. Lorusso -- Yes Ms. Kinchen -- Yes Mr. Reno -- Yes Vote was 7-0 in favor. Motion passes. Vill. Unfinished Business -- None IX. New Business -- None Mr. Carter -- Yes Ms. Matthews -- Yes Ms. Kautenburg -- Yes PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 10 MINUTES OF REGULAR MEETING NOVEMBER 6, 2025 Mr. Carter commented that the staff and applicant did a great job working together on this project. Mr. Mann said that this is Ms. Matthews' last meeting as a Planning and Zoning Commissioner, and on behalf of the staff thanked her for the time that she dedicated to this Commission. Ms. Matthews thanked everyone, and she said she is looking forward to the next chapter for her. Ms. Lorusso asked regarding 66t Avenue and the widening project done by Indian River County. She asked if the County has been in talks with the City regarding what will happen as they get to our City limits. Mr. Mann explained that the limits for the 66,h Avenue project will end at County Road 510. and it will not go into the City's jurisdiction. Ms. Bosworth added that there a couple of County projects in the area north of 510 to Barber Street where both developers have been working with the City Engineer, and they are looking to see if there is another turn lane needed or how it is going to affect that intersection. Staff is also looking to get from that developers a plan for some additional sidewalks along that section of Schumann Drive/66.h Avenue. Mr. Mann said that we should not expect the roundabout or traffic circle probably for another three or four years at least. X. Adiournment There being no further business, Ms. Kautenburg adjourned the meeting at 7:05. p.m. 2 Ms. Kautenburg, Chairperson A Date: .mcf SEBASTIAN ED HOME OF PELICAN ISLAND Community Development Department Site Plan -New Development Staff Report 1. Project Name: Ameron Boat & RV Storage Facility 2. Requested Action: Site Plan and Conditional Use Permit approval for a 3.8-acre boat & RV storage facility with covered parking spaces, office building, wash -down area, and RV dump station, along with improvements to landscaping, utilities, lighting, and stormwater. A concurrent waiver request from the Riverfront Overlay District requirements regarding front yard fence material is also included. 3. Project Location a. Address: 45 Ashbury Boulevard b. Legal: Detailed Metes and Bounds Description with easements — See Survey C. Indian River County Parcel Numbers: 31-39-07-00000-3000-00009.3 4. Project Owners: William & Todd Brognano 605 Sebastian Boulevard P.O. Box 780874 Sebastian, Florida 32978 (772) 589-1299 ameronhaaol.com 5. Project Engineer: Schulke, Bittle & Stoddard, LLC Joseph W. Schulke, PE 1717 Indian River Boulevard, Suite 201 Vero Beach, Florida 32960 (772) 770-9622 ischulkeCaDsbsenaineers.com 6. Project Surveyor: 7. Project Description Brian C. Kiernan, PSM Civilsury Design Group, Inc. 444 4th Lane SW Vero Beach, Florida 32962 (772) 323-2244 a. Narrative of proposed action: The property owners have submitted a request to develop a new site plan for a 3.8-acre boat and RV storage facility on the parcel of vacant land southwest and adjacent to the main entrance into Ashbury Subdivision along Sebastian Boulevard. The project proposes 93 covered parking stalls for storage, 1 [Q C. a 353 SF office building with an accessible bathroom, vehicle wash -down area, and an RV dump station, along with required parking for the office, landscaping, lighting, and mandatory stormwater system. Access will be from Ashbury Boulevard, a private street, allowed by a public access easement that was dedicated over a portion of the roadway when the subdivision's Final Plat was recorded in 2005. Water and sewer service will be provided by the Indian River County Utility system. Outdoor Storage Facilities are allowed as a Conditional Use in the CG zoning district within the Triangle Overlay District, and as such, a supplemental application has been submitted for consideration. Developments within the Triangle Overlay District are required to comply with the Riverfront Overlay District designs standards. Because of Overlay standards regarding fence materials permitted in front yards, the developers are also requesting a Waiver to allow installation of chain -link fencing in their two front yards whereas the Overlay standards prohibit that material. Current Zoning, Future Land Use and Overlay District: (1) Zoning: CG (Commercial General) (2) Future Land Use: CG (General Commercial) (3) Performance Overlay District: Triangle Overlay District Adjacent Properties Zoning Current Land Future Land Use Use North: PUD-R residential LDR East: CG vacant CG commercial South: CG commercial CG West: PS school INS d. 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: 3.8 acres (163,686 SF) Vacant Archibold fine sand & Pomello fine sand High Pines and Palmetto Scrub Zone X Indian River County Utilities Indian River County Utilities Riverview Park, 'h mile Indian River Fire — 3 miles Sebastian Police - 3/ mile 2 8. Comprehensive Plan Consistency a. Future Land Use: consistent b. Traffic Circulation: consistent C. Housing: n/a d. Public Facilities: n/a e. Coastal Management: n/a f. Conservation: consistent g. Recreation and Open Space: consistent 9. Contents of Site Plan: a. lot configuration: provided b. finished ground floor elevation: Office — 24.2" C. contours and designating number of dwelling units: n/a d. square footage of site: 163,686 SF total e. building coverage: Office + Canopies: 45,342 SF proposed = 27.7% (30% max allowed) f. square footage of impervious areas and open area: Total impervious area 96,592 SF = 59.0% (80% max) Open space 67,094 SF = 41.0% (20% min) g. setbacks: [Minimum 20' per Conditional Use Criteria] front setback (Ashbury Blvd)= 20' required; provided 20.59' front setback (Sebastian Blvd)= 20' required; provided 23.54' side setback (west)= 20' required; provided 20.69' rear setback (north)= 30' required (abutting residential); provided 110.00' h. scaled drawings of the sides, front and rear of the building or structure: provided, including canopies i. generalized floor plan indicating uses and square footage of each proposed use within each building or structure: provided j. building exterior construction materials and color: provided k. building height: Office: 14.16 feet (35 ft. maximum) Canopies: 16.3 feet to 17.9 feet (35 ft. maximum) 3 I. location and character of all outside facilities for waste disposal, storage areas, or display: provided, along west side, enclosure to match color and materials of new office building M. location and dimensions of all curb cuts and driveways: provided n. number of parking spaces with their location and dimensions: provided Office use requires one (1) space for every 200 SF of gross floor area 353 SF total _ 200 = 1.765 (2) spaces required Proposed parking: 2 standard spaces 1 H/C spaces 3 car spaces + 93 boat and RV parking stalls o. details of off-street parking and loading areas (including requirements of Article XV): provided P. all off-street vehicular surfaces available for maneuvering: provided q. surface materials: provided r. number of employees: unknown S. type of vehicles owned by the establishment: n/a t. If there is a combined off-street parking facility, required agreements: n/a U. Location of all pedestrian walks, malls, yards and open spaces: provided - shown on site plan V. location, size, character, and height or orientation of all signs: Location and elevations provided, shown on site plan, but will be reviewed under a separate building permit. W. location and character of landscaped areas and recreation areas: provided X. location, design and character of all public, semi-public, or private utilities: provided Y. location, height and general character of perimeter or ornamental walls, fences, landscaping: provided — including the conditional use requirement of a 20- foot wide opaque vegetative buffer along all property lines Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: provided aa. location of existing easements and right-of-way: provided bb. Land survey with complete legal description prepared and certified by a registered surveyor: provided rd CC. Verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property: provided 10. Site location and character of use: provided 11. Access, internal circulation, off-street parking and other traffic impacts: a. internal circulation system design and access/egress considerations: provided b. separation of vehicular and pedestrian areas: provided 12. Open space and landscape (including the requirements of Article XIV and XXI): a. Calculations of required type, dimensions and square footage of landscape materials and of required landscape areas, including: total site area, parking area, other vehicular use area, percentage of non -vehicular open space, perimeter and interior landscape strips, and required number of trees: provided — calculations listed under Landscape Requirements on Sheet C-600 notate 53 existing trees whereas 42 trees are actually being preserved. However, the final required and proposed tree calculation is correct, and reflected correctly within the Summary and trees proposed shown in the Landscape Legend b. Location of required landscape areas and dimensions: provided C. Location, name, height and size of all existing plant material to be retained: provided — See Sheet C-200. The required silt fence for the Storm Water Pollution Prevention Plan (SWPPP) has been placed to also act as a tree and buffer preservation measure, as reflected on Sheet C-300 d. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: provided e. Height, width, type, material and location of all barriers of nonliving material: None proposed f. Location, dimensions and area of landscaping for freestanding signs: provided. g. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: provided h. Triangle (Riverfront) Overlay District special landscape requirements: Understory and foundational landscaping are being provided 13. Required screening of abutting residential and nonresidential uses: provided — The buffer along the north side of the property abutting the Ashbury Subdivision's clubhouse parcel is required to be a "Type A" opaque buffer. The 20-foot increased vegetative buffer mandated by the conditional use criteria will provide compliance with the Type A buffer specification. 5 14. Flood prone land and wetland preservation: n/a 15. Surface water management: Provided — The system has been designed with retention ponds located in the northern and southern areas of the parcel with connecting drainage structures and catch basins. Outfall is provided thru shallow swales from those retention ponds, running through the buffer areas along Sebastian Boulevard and Ashbury Boulevard, linked by a pipe under the entrance driveway, and outfall pipe which ultimately drains into the county's Sebastian Boulevard/CR-512 drainage system. A drainage permit for the outfall into the CR-512 system has already been issued by Indian River County. No drainage or outfall goes into the Ashbury Subdivision's stormwater system or onto Ashbury Boulevard 16. Available potable water: provided 17. Wastewater service: provided 18. Soil erosion, sedimentation control and estuary protection: provided — Sheet C-300 19. Additional considerations: A. Outdoor storage facilities are Conditional Uses in the Commercial General (CG) zoning district within the Triangle Overlay District. The proposed development must meet the required conditional use criteria, found in LDC Article VI, which are: 1) All setbacks of the respective zoning district shall be used except in no case shall the setback be less than 20 feet. 2) Screening: (a) All side and rear yards shall be screened in accordance with the standards established in section 54-3-14.16 of this chapter. (b) Increased landscape buffer. Except for driveways and signage, outdoor storage facilities shall have a minimum 20-foot wide opaque vegetative buffer along all property lines, with additional plant materials if not naturally opaque. 3) Automobiles, trucks and recreational vehicles may be stored in designated areas as shown on the approved site plan. All other proposed outside storage shall be reviewed and approved by the planning and zoning commission. 4. One management office may be included provided it does not exceed 400 square feet. 5) No business tax receipt other than for the main use (storage) shall be permitted. 6) No sales, garage sales, manufacturing or repair is permitted. 7) There shall not be any storage of flammable, toxic, highly combustible or other hazardous materials or substances. The Planning and Zoning Commission must also find that the proposed outdoor storage facility use: 1) Is so designed, located, and proposed to be operated so that the public health, safety and welfare will be protected. 0 2) Does not present an unduly adverse effect upon other properties in the impacted area in which it is located. 3) Based on the scale, intensity and operation the use shall not generate unreasonable noise, traffic, congestion or other potential nuisances or hazards to contiguous residential properties. 4) Conforms to all applicable provisions of the district in which the use is to be located. 5) Satisfies specific criteria stipulated for the respective conditional use described above. 6) Is consistent with the Code of Ordinances and comprehensive plan. Upon such finding, the Planning and Zoning Commission shall approve the conditional use permit. With regards to the condition requiring a 20' wide opaque vegetative buffer along all property lines, the existing vegetation currently on the site is naturally opaque. Leaving the buffer areas untouched would comply with this conditional use criteria. However, there are areas where the buffer's vegetation will be slightly disturbed for construction of the shallow stormwater swale and grading for the drainage system. These areas are indicated on the Landscape Plan, Sheet C-600, with a notation that additional landscape materials shall be provided, if needed, to re-establish the buffer at a height of 6 feet. This will be verified by staff during final inspections. B. A Traffic Statement was required with the site plan application. It provided information, based on recognized methodologies and traffic engineering standards, that the proposed project, using the area dedicated to storage use, could generate up to an additional 78 daily trips. The additional trips generated were not over 400, therefore a full Traffic Analysis was not required. C. The development proposes an RV dump station near the office building as a site amenity. However, as per Indian River County Utilities, the dumping of RV gray water is not allowed to empty into the sewer utility system. But, because public utilities are available, the Environmental Health Department will not issue a permit to install a new septic system, which could provide an underground tank system for the dumping. City code does not require a dumping station, therefore, if it is not constructed, the site plan will still be in compliance with Land Development Codes as the station is considered an extra amenity. D. The proposed irrigation plan does not reflect the requirements of LDC Sections 54-4- 18.4(f)(4) & 54-3-14.13. and did not fully address staff's review comments from 12/3/25. In its current condition, the vegetative buffer is already well established and should remain in its natural state wherever possible with minimal disturbance. From reviewing the proposed landscape plan, irrigation appears to be only necessary where new plant materials will be installed. Where those locations are in the buffer, the irrigation lines should be located to the interior buffer line, not in the middle as shown on the proposed irrigation plan, as disturbance of the existing vegetation would be needed for installation. A revised irrigation plan should be required to be submitted for review, and approved by staff before any landclearing occurs. E. The Riverfront Overlay District prohibits chain -link fences to be installed within front yards. The proposed development has two front yards, the primary along Ashbury 7 22 23. Boulevard, and secondary along Sebastian Boulevard. It also requires that where chain -link fences can be installed, they must be green or black vinyl -clad. The development is proposing a chain -link fence, for security, around all property lines, to be located along the interior buffer line. LDC Section 54-4-21.6 allows for an applicant to request a waiver or modification from Overlay requirements if the "requirements of the article places an inordinate burden on the property owner." The developers have submitted a written request asking for relief from the chain -link fence prohibition in front yards. If not granted by the PZ Commission, the fence material in the two front yards would then need to be wooden, PVC, or a concrete wall. This, aesthetically, may be awkward for the site, with two different fence materials. As the fence will not be as visible with it being on the inside of the vegetative buffer, and the applicant proposes the chain -link fence will black, staff feels the granting of the waiver will still meet the intent of the Overlay District. F. The Riverfront Overlay District also prohibits "roadway style luminaries (fixtures) such as cobra heads, Nema heads, and the like" for lighting. The Photometric plan indicates 11 cobra head fixtures are proposed to be attached to the canopy fascia. The fixtures should be revised to a decorative type to be in compliance with Overlay requirements, with an updated Photometric plan submitted to staff. G. The proposed roof -and fascia colors for the canopies are Cobalt Blue and Desert Sand. Printed color representations can appear brighter and/or muted from the actual manufacturers color, depending on varying toners from different printers. Since there are approved colors for the Riverfront Overlay District that buildings and roofs must adhere to, an actual manufacturer color swatch for the roof should be submitted for verification. The roof colors of both the canopies and office building should be the same. Staff Conclusion: The site plan is consistent with the Comprehensive Plan, the Land Development Code, and the Riverfront Overlay District. Recommendation: Staff recommends approval of the proposed site plan, for the Ameron Boat & RV Storage Facility located at 45 Ashbury Boulevard subject to the following conditions: Prior to installation of the proposed RV dumping station, if constructed, copies of approvals by applicable jurisdictional agencies, including Indian River County Utilities and the Environmental Health Department, shall be submitted to staff; 2. As a large portion of the native vegetative buffer is being retained, the applicant has not proposed the specific number of hedges and shrubs that will be planted as would otherwise be required per code for the Perimeter Buffer. As such, at the time of the Final Zoning inspection, staff reserves the right to require additional planting of native vegetation in the buffer areas in which voids have been created during the development process, such as, and not limited to, those from removal of invasive exotic vegetation, creation of the drainage swales, installation of fence materials, etc. Additional vegetation shall also include canopy and understory trees, if warranted; 3. A revised irrigation plan, relocating the main line from the middle of the vegetative buffer, and in accordance with LDC Sec. 54-4-18.4(f)(4) & 54-3-14.13, and in N, response to staffs comments dated 12/3/25, shall be submitted to staff for review, and approved before issuance of the Commercial Landclearing permit; 4. Per Riverfront Overlay District requirements, the proposed lighting fixtures on the canopy fascia must be revised to a decorative type, and an updated Photometric plan submitted to staff; and 5. Roof colors of the canopies and office building must be the same. An actual color swatch from the roof and/or canopy manufacturer shall be submitted to staff to verify compliance with approved Riverfront Overlay District colors before issuance of the building permits. Staff also recommends the conditional use permit application be approved, along with 'a waiver from Section 54-4-21.A.5(a)(3) of the Riverfront Overlay District to allow a black chain -link fence to be installed in the project's two (2) front yards, placed along the interior line of the 20-foot vegetative buffer, as shown on the site plan. \` 12/12/2025 PREPARED Bl D. Bosworth, Manager/Planner DATE E IV-- J, ETERAWS; AORIAL4WAY�- ol Warren W. Dill, Esq. Aso admitted in M 40DILL, EVANS D. Johnathan Rhodeback, Esq. also admitted in NY Raul A. Perez, Esq. R. H O D L B A C K Mark W. ePackard, Esq. Taxation — ATTORNEYS AT LAW — also admitted in NJ Kenya L. Matthews, Esq. LOCAL_ GOVERNMENTS • COMMUNITY ASSOCIATIONS • BUSINESSES REAL ESTATE • CIVIL LITIGATION • ELDER LAW December 11, 2025 VIA ELECTRONIC MAIL: ABernard@citvofsebastian.orQ and dbosworth@CitvofSebastian.orP, Alix Bernard, Community Development Director Dorri Bosworth City of Sebastian, FL 1225 Main Street Sebastian, FL 32958 Re: Ameron Boat & RV Storage - 45 Ashbury Boulevard Schulke, Bittle & Stoddard Project #18-143 Waiver Request of Section 54-4-21.A.5(a)3) Dear Mses. Bernard and Bosworth: Pursuant to Section 54-4-21.6 of the City's Land Development Code, please allow this letter to serve as my client's formal request for a waiver of the prohibition on front - yard fences contained in Section 54-4-21.A.5(a)(3). As acknowledged in the City's Staff Review Comments dated October 8, 2025, the above -referenced project contemplates the installation of a chain -link fence around the development on the subject property, including the front yard. Chain -link fences, however, are prohibited in front yards pursuant to the design criteria codified in Section 54-4-21.A.5(a)(3). The subject property will be developed as an outdoor boat and RV storage facility. Fencing is of paramount importance for outdoor storage facilities to prevent unauthorized access, theft, and damage to valuable property. Accordingly, the perimeter of the facility will be fully enclosed within a fence. If chain -link fencing is precluded in the front yard of the subject property, the front yard portion of the fence will be constructed of differing material than the remainder of the fence. This would 1565 US Highway 1 Sebastian, FL 32958 Phone (772) 589-1212 - Fax (772) 589-5212 AttomeN s cr DillEvans.com Letter to Alix Bernard and Dorri Bosworth December 11, 2025 Page 2 of 2 defeat the aesthetic purpose of the requirement. Furthermore, the plans contemplate maintaining much of the foliage along CR-512, which will serve as a natural buffer, and my client will ensure that the chain link fence is green or black on all sides to blend in with the surrounding foliage. See Section 54-4-21.A.5(e)(4). It is hopeful the City will grant my client its waiver request so that the project can move forward as intended. Thank you for your time and consideration. Sincerely, D. Johnathan Rhodeback, Es . TRACT'H' - ASHOURY- (PLAT BOOK (OCCUPIED)Asp l) a POINL�LF BEGINNING'S �y�<p �'� •,(� 'D� I SB92.41'W 04.10 D ° r SITE JIS89.26�21'w64.1a'lc r,rr,° / k e N89R6' 1 114 4 • •P y fi 12 7 `\ NBBi541' 11t24Y( 4' ,�- '%� `% ti ®^^. � � 'MOR7H LINE NORTHWEST 1/4 SECTION 7/31/39 -�"^ ^ / S POINT OF COMMENCEMENT J .w+,�YAury,9 N'�,^'� / SEBASTIAN Q G� as NORTHWEST CORNER SECTION 7. TO 31 SOUTH,l ^ `� / l RANGE 39 EA (PER CER11F1ED CORNER RECORD N0. 087138) •°' ,4roxC)L=1G7.22' 'n oMAa ' �r,y'° 'rv° � gyp' «'r`•o pJ �° an.`�am'v �r °° h/ 7� i� rN s / 85TH ST -----C �` UC ACCESS EASEMENT d .�e >r mu,.1; '9s1 ,�`' �c4' (PUT BOOK 20. PACE 1) / GRAPMCSCALE O 0 80 ,> fi T y ti� ` kP,. n r �v N57•`°'g2"W�sz.1f SD ,. tiG "�„• •1 r -'•A r •Ct, �� M5T/442"W 15218 (BIN }iSE4 ` •� • ., �r I Lack = D' zG LOCATION MAP I✓ ji a �J� r + , / (NOT TO SCALE) z F r �fi a C7rn:uxo : ' a 44�� NC TOWS 7 4 SECTION J S R/rcFD jW p,p• // `$ TOWNSHIP 31 SOUTHA �� , nA°' AI/CE R39 EAST �,;i'!'r T,P .°• r ��II T. $ ,fll�• S o- e / ,P1" / R=310.0L-72.690 �" r 13'28 06 2BB'(OLi s ° 6"W 8 M N4417'�'N441.W5 }g DESCRIPTION A PARCEL OF LAND LYING IN THE NORTHWEST 1/4 OF SECTION 7, TOWNSHIP 31 SOUTH. RANGE 39 EAST, INDIAN RIVER COUNTY. FLORIDA, BEING MORE PARTICULARLY DESCRIBED ASU ,v' 7 Td R'25.00' as',r ,p FOLLOWS: g (DXC)L-36.07' `^- .•� ^ °L !r t� 8 ,° ^+'^ 'O �`•.p ,9� ^ A.132-40.19" F•# \ .P•P COMMENCING AT THE NW CORNER. OF SAID SECTION 7, RUN N. 89 DEGREES 25'41"E. ALONG THE NORTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 7, 1142.47 FEET TO THE POINT fi,5,I5 "fifl ^ •� .,,r "��-v° Y OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE S. 00 DEGREES ' ���• C7" _ -�j '0 ,(/ F� \ 11'30"W ALONG THE WEST UNE OF THE EAST 197.00 FEET TO THE NORI+.LVEST 1/4 OF THE •,r • T. _M1` ^dam" .p/ •P �,� ` \ NORTHWEST 1/4 OF SAID SECTION 7, A DISTANCE OF 760.37 FEET TO A POINT ON THE 3 \\ \ € NORTHERLY RIGHT OF WAY LINE OF COUNTY ROAD 512. 1. FOOT RIGHT OF WAY; THENCE RUN N. 38 DEGREES 21'43"EW , ALONG THE SAID NORTHERLY RIGHT OF WAY LINE 626.83 FEET '� o TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST. THE RADIUS POINT WHICH �- 13.76 ACRES± A' a y /\ e)Q S F !1',,, •� �' i / • /e °� ., \\ �O BEARS E 51 DEGREES THE AR1., 25.00 FEET; THENCE LEAVING SAID RIGHT DI WAY LINE RUN m w •"" � NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A 25.00 FOOT RADIUS, A CENTRAL g "r ''� o`N .•` �' s ANGLE OF 82 DEGREES 40'19' AND AN ARC DISTANCE OF 36.07 FEET TO THE POINT OF II 3`i ya r r ,•C' 'F j�a % y TANGENCY; THENCE, N. 44 DEGREES 18'36'W, 52.89 FEET TO THE POINT OF CURVATURE OF Q 8 Q a fit' . •. �(•F'°,s / �iJ.� A CIRCULAR CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 310.00 FEET; THENCE _ �n r •�' ,F,°` ,r ` RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13 gg Mo 4 // 'A 3, ` �/ ` DEGREES 26'06" AN ARC DISTANCE OF 72.69 FEET TO THE POINT OF TANGENCY. THENCE N. m 88 mn, �: M1 r �4 / , r / BENCHMARK NO i ` 57 DEGREES 44'42 W.• 152.19 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE ° SET PK NAL A, DISK- 1 CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 300.00 FEET; THENCE RUN ,,�� `• ° 7 • / / STAMPED YB 7805' n a :3: • AP ' • /"p, / , , / ENJ:vAnaN ,9.es PEkT (NAw BI> NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 20 b d-R'ci�s .'• r ,'T' n.,� ,. f//'P--° r ^"�`Y�±^ / \ DEGREES 28'40" AN ARC DISTANCE OF 107.22 FEET TO A POINT ON THE 14ORTH LINE OF = iv ^: •11• ,,p �4} / \ THE NORTHWEST 1/4 OF SAID SECTION 7; THENCE RUN S. 89 DEGREES 25'41"W., ALONG $ THE NORTH LINE OF THE NORTHWEST 1/4 OF SECTION 7, 84.10 FEET TO THE POINT OFF,} 0 g z " ✓� ,' .,r �r or i , PO8 / \ BEGINNING. $ ,' •^"� /'TA '� \ SURVEYOR'S NOTES If / / lip± ! \ 1. REPRODUCTIONS OF THIS MAP, EXCEPT THOSE WITH ELECTRONIC SIGNATURE AND r ,/ , \\ ELECTRONIC SEAL. ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A ,y FLORIDA LICENSED SURVEYOR AND MAPPER. " •y oP ` 2 ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, , OWNERSHIP. OR OTHER INSTRUMENTS OF RECORD. Q 4. UNDERGROUND IMPROVEMENTS. IF ANY. WERE NOT LOCATED EXCEPT AS SHOWN. 5. DfSCRIPTWN SHOWN HEREON AS PROVIDED BY CLIENT. Wqr MQ "•v'+ {i`'; 5 \^ / ^ ,�.'(' /+/• 6. FIELD SURVEY LAST CONDUCTED ON JUNE 18, 2025. uJ Ii' a� ^°^ �, •' ` ��' 'Pj�� ,� y a 7. SYMBOLS SHOWN HEREON ARE NOT TO SCALE. l LEGEND %)P / / "� 8. THE NORTHERLY RIGHT OF WAY LINE OF SEBASTIAN BOULEVARD IS ASSUMED TO BEAR W 0 NORTH 38'22'23' EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. z a- DELTA ANGLE r +') �fisa i • y� , J R- RADIUS �'c �' •d" i 9. OVERALL PARCEL CONTAINS 3.76 ACRES, MORE OR LESS. a = C L - LENGTH ! - u 0 O.R.B.- OFFICIAL RECORDS BOOK • h° i ' 10. HORIZONTAL RELATIONSHIPS, O SHOWN HEREON, ARE BASED ON THE FLORIDA F19 STATE LL F.F.E. - FINISH FLOOR ELEVATION "^� •" id / / "� R ` PLANE COORDINATE GRID, EAST ZONE, USING THE NORTH AMERICAN DATUM OF 1983 WITH THE m U.E.- UTILITY EASEMENT • ®,^r"^ '+ ,:9y, j //_� d` 4,;.° ` 2011 ADJUSTMENT (NSRS 2011), a D.E.- - ENTER.NDRAINAGE E�EMENT r " "^ , �A,d °° d / 4•fP % 11. BY GRAPHIC PLOTTING ONLY, SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA a Q ((P - PLAT _ ry "a / / "a,y, 7.,t* /// HAVING A FLOOD ZONE DESIGNATION OF X', ACCORDING TO THE FEDERAL EMERGENCY (M MEASURED •+ �"' ` •^`P / / MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCE RATE MAP (FIRM) DATED JANUARY 26, (( 2023, PANEL NUMBER 12061 Col 11 H, HAVING AN EFFECTIVE DATE OF DECEMBER 4, 2012. a C.M Pr CORRUGATED METAL PIPE /'S'{,s j .�d' / THIS INFORMATION SHOULD BE CONFIRMED WITH THE APPROPRIATE AGENCY PRIOR TO 0 m LB. - LICENSED BUSINESS ^"4" /^° , CONSTRUCTION. a i. W CONC.- CONCRETE `' )- WOOD POWER POLE ,t- ^J° 12. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF O N OHU- OVERHEAD UTILITY LINE % ' A'4,� 1 y,�'P 1988 (NAVD 88). 4-SIGN SET 55/8""IRON ROQ & CAP 13. BREAST TREE SIZES SHOWN HEREON WERE OBTAINED AT BRT HEIGHT AND ARE IN INCHES OF a ®- STAMP METLB ER 7805 � �� /i ^ �/d , .' / A F00T. Lo HDPE- HIGH DENSITY POLYETHYLENE PIPE /` l�8 /' CERTIFIED TO 0 EL - EELEVA11ON /` ///` .� AMERON HOMES, INC. Z C.B.S.- CONCRETE BLOCK & STUCCO !�-,•P± ,� ` ,�a / ® �i jjf/ (L�• EOV - ELEPHONE BOX EDGE OF VEGETATION TEL/ ,, �C SURVEYOR'S CERTIFICATE o (fj - / / pG- SANITARY GATE VALVE fii rt� / I HEREBY CERTIFY THAT THE BOUNDARY AND TOPOGRAPHIC SURVEY, AS SHOWN HEREON. IS A m FIRE HYDRANT r 2025 CHARGE AND SAID TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND - GUY ANCHOR / "� /^ �D'`r �]L `/BENCHMARK N0. 2 U`" 0 SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND / /,� / 1 BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS - WATER VALVE / , BET PK NAI..L PALM TREE ELEVATION za.ao FEET FI OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS - 1 / / '° EEr (NAw ae) / , � 4 AND MAPPERS IN CHAPTER SJ-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION / BY: 472.027, FLORIDA STATUTES. Date: - PINE TREE / lAy,F� / - q^ / _ OAK TREE fT,J4`� ~�! - - - - - CMLSURV DESIGN GROUP. INC. - - CABLE TV PEDESTAL 2025.11 .1 ��•]L SHEET NO. MES- CONCRETE MITERED END SECTION BY: BRIAN C. KIERNAN"[ATE OF SIGNATURE ) ®- ELECTRICAL BOX , fdrg QI -IRRIGATION BOX PROFESSIONAL SURVEYOR & MAPP 1 OF / / ,� / FLORIDA REGISTRATION NO. 8101 -OS OOP 1 SITE PLAN FOR VICINITY MAP LOCATION MAP room Know WIMT. below. Call before you Gig. AMERON BOAT & RV STORAGE 45 ASHBURY BOULEVARD SEBASTIAN, FL. 32958 SECTION 7, TOWNSHIP 31 SOUTH, RANGE 39 EAST CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA I SITE DATA APPUCANT WILLIAM BROGNANO TODD BROGNANO 0 P.O. BOA MM4 SEBASTIAN. FLORDA 32978 IM) 599-1219 ENGINEER' 8CIULIE. BRTLFANO SfOWARD.LLC RIVER BOULEVARD SMTE2N VERO BEACH. VETOIII FLORIDAIODA S5B0 (T/7) ll(F9IO2 SURVEYOR CIVSSURV Q -LANE LADE SVI VERO SEACµ FLORIOA 32862 (TY2132]-22M SITE LOCATION. 4SASHBUfIY IR.W. SEBASTIAN. FLORIDA 92BSB TAX I D. e. 31 SSDTOIDOOTOOOOOpO 3 FLOOOMNE. THEPARCELOFLANDSHOM HMEGNAPMAP3 TOBEINFLOOD20NE-X-PERFLOOD NSURMICE RATE MAP F1MI M I W, GATED 1IOA7012 GROSS AREA 37SAC. TOTAL DEVELOPED AREA, 3.76 AD, TONING' CGIRIVERFRONTOIVERIAY LAND USE: COMMFRCML GENERAL REQUIRED PERMITS CITYOFSEBASTIAN SITE PLANAPFROVAL cO/NERCMI LAND CLEMNG PERMIT TYPE 'A STORNWATER PERMIT DE-WATERWG PERMIT INDIAN RIVER COUNTY UTILITY CO mvcfIONPERMIf RIQIT-0F N PERJR(CR 512-DRAINAGE) S.U.R.WMD. ENYIRONIR:M4LRE8011RC€PF3DIR-bTORYWATER FII.EP. NITICEOFNTEWTOUSEGENERICPERMIT VJASIEWATERGONNECTRNI WATER CONNECTION \ GENERAL NOTES \ I 0 LEGAL DESCRIPTION APARCFLOF LAND LYING NMENORNM'E9T OFBEQTION 7.lONIIDIp ]13QDX. RANTS ]B EAST, INOW 0.NER COUNTY FWREN BEINGLOREPARTCULARL OFSCNBEDA5 PoI1Q5'3: COMMENCING ATTIIENWMMESTCONER OF SAID SECTION 7, RW NORTH SE-V EAST. ALONG ME NORTH LINE ar ME NORTHWEST}OTH F SAID MECRON 7, A DISTANCE OF 114}A7 FEETTO E POINT OF SEGWNING OF THE HEREIN iR OEBOED PMCEL OF MITI}THENCE RUN BOOM WI IOU NEST, ALOND THE WEST LINE OFTE EAST 197M FEET M MENORTXNtTfT OFTNE NORMNEST OF SAID SECTION},ADISTAlXCE0F 7B0.]7 FEETTOAFOINTONMENORTH NGIIT-0FNMY OFCWMYROADS 100 POOTRIWR-0FWATMENCE RUN NORTH W21VT EAST, N ONGTHESAD NORTHERLYRIGHTLOPMAYLNE.ADISTMICE OF=MFEEF TOTXEPOIMOFCIIRVANTEOFA CURVE CONCAVETOTME WEST, THE RADIUS POWTYMCH BEARSNORM 51-YITXEST.AOSTANCE WARM TEET:MBDE LFANNG SAID WGRT FWAY LIVE RLN NORTHWESTERLY ALONG WEARCOF SAID CURVE HAVNGA2 EG FOCTRADIUS. ACEMRAL ANGMOF R'M VANDAN AND OSTANCE OFWW FEETTOTHE PONTOF TANGS CY:MEICE RUN NOIRXM-,C]SNEST. 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MATERULSAN7 EQUIPMENT REQUIRED TO BE FABRICATED, OR WHEN STANDARD PUBLISHED PRODUCT DATA IS NOT SUITABI E FOR USE 3. SUBMIT 8 COPIES OF REOUESTED INFORMATION. NEATLY SOUND AND INERXED PER CATEGORY FOR ME FOLLONING. A. UIDITES: ALL FIFE, FITTINGS. VALVES, OTHER MISCELLANEOUS APPUNIENANCCB, L]MTRO.S. PUMP STATION EQUIPMENT. COMPONENTS AM STRUCTURES, AND ALL ORHM UTILITY SYSTEM PRODUCTS. MATERIALS AND COMPONENTS AND SIMILAR CONTROLS. d DRAINAGE. ALLPIPE. FIMNGS, AND COMPONENTS THEREOF, STRUCTURES, MES, ORATFS. LIDS. GASIQ TS.FASTENERS, COUPLINGS AND SM W W, AND AEL OTHER DMINAGC SYSTEM PRODUCTS, MATERIALS, AND COMPONENTS AND SIMILAR CONTROLS. O. MXDgtrEilvJIN(i SANDULBANALYSISIRESULn FORPAV MT,BASE,WBGRA .MDFU MATENN,LS. INCLUDE EVIDENCE ICEM8ICATION SI THAT THE MATEPoAl3 PRCP0.9EQ MSE USFD MEET AOOWRRjjLXCEED POOR SPECIFICATIONS AND THE CONTRACT DOCUMENTS. D SNING EGNIAMPOKW6AFMP1}i PRODUCTS AND MATERIALS, AND EVIDENCE THAT INEPRODUCTS AND MATERIALS PROPOSED TO BE USED NESTOR EXCEED REQUIREMENTS SPECIFIED W THE OONTRACi DOCLMENT8, LOCAL ENUNEFAWO DEPMTNEM, M1R CO AND FOOT NPECIFKAn", E ALL IRRALL PI M WPM,FRTNiS,%ALVES.MISCELLANEOUS APPURTENANCES. Lb, PUMP STATION EQUECOMPONENTS ANDSTRUC=PES. AND ALL OMER UTII."SYSTEM PR[WUCON MATERIALS E SUBMIT CO NTROLSYELLSANDDRON DR MR ON OONTRSOURCFS THE FROPOS:TIL SHALLNOFM AN INE& ECNCOOR LINES HEAD LOCWDIATINSLVNTRACfO, C INIIOPA EL, SENSORS. MAIN LINES LE ANAIO'LINESHEAD LOCATIONS, W SHOULD PIMP. EARL D PANEL, 9ENSCRS, CONTROLNG S E VALVE LOCATIONS. 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MTER, PRESSURE LMAW AND TAPSL BACTERIOLOGICAL BACIUI- L OENSITES, RACNOI.CRVPREVENTOR TESTS ANDCERIIRCATOM ANDAS PER PROJECT SPEtEFRMTIONS. LOCAL MLFTIES DEPARTMENT, AND FDEPREOMREMENTS 2 SEALER, EXPEL TV, AND BACKFLLL DENSITIES PRESSURE TEST NAMES AND TAPS) LIFT STATION START -LP. ALL PER PROJECT SPECIFICATIONS. COVDANDFOEP REOMREMENTS. 3 DRAINAGE F1ffd. LAMPBIG METDI, AND BACI8-B3 DFNSITUHB PER PROJECT SPECIPICATIOVl9 AND LOCAL ENGINEERING REOMREMENTR. 4. k&R_T_FWPNd FWW_ 4DENSITIES. LBPSANPFRVSASPFRPf(C"r$PECIACATONSANDLOCAL E NO W EEC REQUREMBVIS 3. SUBMTALLTFSTRESULT6 FOR FNI7NFERNG NFVFWWLDSN 3MN-SOF TESTW:FAILUMTOMMICE TEST RESULTS, OR PROVINNG FABIID TFSTRF,IULTS tAMI NE OROUNILS FOR RF3FCTON OF NOMK MXD DELAY 4ADDR REJECT" OF PAYREOLFSTAoR CATIONS C ASBUdT8 1. GRADNG:LOCATIONAND ELEVATION KALI. 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VALVES:LODATONOF LkYOI/RRUL- A TOM6FRNCEI I SF ncN Li1GADONAND INV . fBEVATIOd CF GRAVT ANO FORCE MAINSW DREG ARGe IJ 6IAITON: AM WLi UREA ANF MOnF DRAINAGE ALL 1RUGrUR*SDALE-TER TPF-OLtVAR N, OAMFL FRNANUFA TOP. POTnW. NTJ I. 4 INVN ELEVA ONSALLR ES,D1kTERCR BIVFI.lFRIIAL ANOFIFVAND OF TOP,EOTTIUNAND INVENT ELEVATIONS ALL PIPES, DIAMETER TYPEAIAI FW W lOC4TON AND INVERT F.IEVATpN AT CUAGATI 10N6, L,TTNp. AFSE FQEUIFATON RONIS 5. RRIGATION.pNLER HEADS. AND0UBAENf Ri'N6gNFN1S MdHFNWSINLJDUING PIPES, VAVES, FlTTWGS SPMNLLER NEADS.ANU YISO'11ANFQU& AHH'URiFNANO'E8 O.OPERATION AND MARRENANCE NAMIALB f. CONINACTCR WIAL PROVIDE ME OWNER UMW OPCRATDN ANDMAWTMANGE'N4NUALEFOMALL OPERIBLEO EQUIPMENT CCWTP[M8.AU'ILNAA,K Ct7Vf1iLX VALVES, ARIL'GORIER ALROYATEQ iOIIWNLM' CONTROL RANE1.4. ETC) 2. OPERATTOVA787YAWRENANCEMAMFUfi SHALL BE SUSW i11U7 AS •FNEREWISTTE IP ATEf1iOlEU1 BEING KaFY1 aY1BS1ANTLMLY G:PYPIfTE. E. WARRANTY TIE CONTRACTOR SHALLPROADEALLNMRRAMM, CERTEICAltONS.OWRAMES,AND WARIAMY BCNDSAS WECFM N TLIECONTRACT DOCUMEMSAMDPERNIT CONDITIONS NCLUDNO 4UTILRYMNNIENANCEBOND-FORALLMMCVtlA ANDSEMERUILMESWFRASMUCTURE- (28%OF CONTRACT VALUE) .ENGINEERING EHtNG MAINTENANCE BOND- FOR ALL PAVWO GRADW4 AND DRAINAGE MPROVEMENT6 AND INFRASTRUCTURE (25N OF CONTRACT VALUE) 4. OWNER TRAINING THECONTRACTORSHALLNl1U 2HOURSOFGAMERTRANNG(FOREACHWATER-SEWHL. DR4NAGE, AND IRRIGATION SYSTEMS) MRALL OPERANE EOUMMAND SHALL NCUIOE THE TIME FOR WIIMLADJUSTMENTB OF UOURMENT AND TU E FOR ONE FOLLCw4p NSITAND ADJSTNENTSOFEQL Off$OMYSAFTFlLE7101EERHAD(WBRATDNALTMEWi EEOURMEM/ SCHULKE, BITTLE & STODDARD, L.L.C. CIVIL & STRUCTURAL ENGINEERING -LAND PLANNING- ENVIRONMENTAL PERM1TTING CERTIFICATION OF AUTHORIZATION NO.: 00008668 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960 TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com f Sheet List Table Sheet Number Sheet Title C-000 COVER C-100 AERIAL C-200 EXISTING CONDITIONS C-201 SOIL BORINGS GEOTECHNICAL REPORT C 300 STORM WATER POLLUTION PREVENT ION PLAN C-301 STORM WATER POLLUTION PREVENTION PLAN DETAILS C400 SITE PLAN C-400A DIMENSIONAL PLAN C-401 FIRE DEPARTMENT ACCESS EXHIBIT C-401A RV ACCESS EXHIBIT C-401B TRUCK W/FIFTH WHEEL ACCESS EXHIBIT C-402 OFFICE AND ENTRANCE DETAILS (20 SCALE) (SITE & PGU PLAN) C-410 SITE PLAN DETAILS C-500 PAVING, GRADING, DRAINAGE AND UTILITY PLAN C-501 PAVING, GRADING. UTILITY AND DRAINAGE DETAILS - I C-502 PAVING, GRADING. UTILITY AND DRAINAGE DETAILS - II C-503 SECTIONS C-504 IRC WATER DETAILS - I C-505 iRC WATER DETAILS -11 C-606 IRC SEWER DETAILS C-507 IRC MISCELLANEOUS DETAILS C-600 LANDSCAPING PLAN A-iTA HED 1 UNDER SEPARATE COVER: BOUNDARY AND TOPO SURVEY (BY OTHERS) D � � DEC I BY: _ - MARK AF': .- 1 I -FI Wn WE LOCATION 3nyffi 2 iROR1iDFBLGDBIfIRI:GOL:1lNTL ANTS _J __ d LI 1 0 2025 1 "GINEERCERTFDATDN. DATE: ❑ J SEPH W, SCHUL P.E. REG MOMO .X}bAFI ILL, ITTIE P.E. REG Na 5739E C VALLMM . STOIC RD.PND.PE REG_ WbN85 , �l MAW ,ve' AMERON BOAT & RV STORAGE SCHULKE, BIITLE & STODDARD, L.L.C. W<, SEBASTIAN BLVD. AERIAL I CIVIL & STRUCTURAL ENGINEERING LAND PLANNING • ENVIRONMENTAL PERMllI7NC I m°"enMO w CATION OF w� SEBASTIAN, FL R 17.7 INDIAN RIVER BLVD.. D.. 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Q r �j�� O � m U �za4W f—FN m W N Q o V, a W Z Q 0 01 •�, =i!lET C-300 � fNtOJE(:T N30. � b e -POST OPTIONS: WOOD 3-1a,&AN. aN 1 1 W POST K"aml PoSATION pOgr_PRINCIPN r-ANT STEEL .ALB IFF 8 p13 54� TOWARD RJ,m ZO• STEEL t:aG IBSfiT. Yw. TOWARD ROWT H 46--t FILTERFABRICDN FlLTERFASRIC CONFORMANCENTH ELEVATION SEC. 911 SECTION sPECJ NOTES.SILTFENCEMBEPMDFORUNO THECONTRACTUNRPRrEFORSTAIEDSXTFENCE(LF.) TYPE III SILT FENCE 4Y�1 NOTE. SPACING FOR r," FENDE iV To"IN ACCORDANCE WTH ON., I. SHEET OF 3 O smUC ORES AND DITCH INRTAl1ATON8ATOPAMAfiB BTRIICTLAEB 9XEET 30F S -- TYPE III SBTFENCE PROTECTIONAROUNDDRCH BOTTOM INLETS DO NOT DEPLOY IN A MANNER THAT SILT FENCES WLLACTASA DAMACRUSSPERMMEWROMNGWATERCO11 S. SLTFENLESARE TO BE USEDAT UPLAND LOCATIONS AND TURBIDITY BARRIERS USEDAT PERMANENT BODESOF WATER. SILT FENCE APPLICATIONS-N.T.S. NOTES. FJ(TRA STRENGTH FILTER sTEELOR 1. ON SUo CE SHALL BE PLACED FABPoCNEEDED WITIIDIIT IIAS WOOD POST MIUMLEE CONTOUR, TO MESNSUPPORT - MAA9111TiPONDNG EFFICIENCY. AnACH FILTER FABRIC 2 INSPECT AND REPAIR FENCE SEC ♦ ToLAPBTREAM SIDE AFTER EACH wpm STORM EVEN AND REMOVE SECIMEDITWHEN•: NECESSARY. ? STORAGE RAGE HEIGHT. LADED sTORAC-E CyF HEIGHT. - 2 REMOVED SEDIMENT 6XPLL BE WUI. NOT OEDTOANAREA TWIT _ 1DMAAOMWSPACINGWWW1RE SEDMEW CONTRIBUTE SANDCAN - f- SUPPORTFENCEBYAXIMUM BE PERMANENTLY 6TABILIiE0. SPACNG WITHOUT `RARE SUPPORT FENCE S7EELORWC0 POST- W HKYI MAX PONDING HEIGHT PONCW G HEIOIR Row ROW A•XS' TRENCH VVfrHy.• LAIN CRAIN ROCK COMPACTED BACMUL TRENCH DETAIL INSTALLATION WITHOUT TRENCHING TYPE IV SILT FENCE-N T 5 S YIN STAIEDANDTRENCHED �� YYIREREINFORCEO STAATDAN) SILT FENCE TRENCHED SILT FENCE ,URFACE�; Rl A"TYP. DOUBLE ROW STAKED SILT FENCE FOR USE AROUND WETLANDS-N.T.S. Aw WM1z-rxz•AA• SIIYraIk� SIJ-F.'e.nPoreels. `cMaaoNnN _—�-- COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES FRAME 6,L R� rw•wooD FRUTAe CROSS SPACE A4 6 GATHER EXCESS ATCORMERS N DROPINILET '\ ! YMTNGRATMTE 2� WOOD FRAME VIEW OF FRAME WITHOUT VIEW OF FRAME WITH SILT FENCE SILT FENCE Z%r STAKE FABRIC SILT FENCE INLET PROTECTION-N.TS. All turbidity, erosion, and sedimentation Controls shall be in accordance with' Best Management Practices' as desenbed in the Fbnda Land Develooment Manual: A Guide to Sound Land and Water ManaGement. - RefeTence F.D.O.T. Index #10Z EROSION CONTROL DETAILS N.T.S. NOTES: *WETLAND PROTECTION PLAN* a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION EASEMENT BOUNDARIES (AT TOE OF SLOPE -SEE SECTIONS EE,N,O) PRIOR TO CONSTRUCTION. b. NO TURBID DISCHARGE TO WETLANDS IS PERMITTED. c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED 100 FT. FROM WETLANDS. l III Sa MA 'ANT -I' - FIIFsm OIM -1P Tnl - SA BtAN Fa Mv. aa0 _€MIN -Sn nan'w IImb OH:InNullAn/ I � I ` LIrIDDO.eNCYm DITCH INSTALLATIONS AT DRAINAGE STRUCTURES TYPE L DOTFOR WATERS WITH LOW CURFENTS MO YORE THIN ONE FCOT PER SECCWDIAND LIOHTWIMPS; LANES PONDS. SMALL STREAMS MARSHES. FLEXIBLE TOP FLOTATION SE V-TANI WPH LOGS ULATEO EPSFRAM ROTATION LOGS (TXTXAT TYPE 3. DOT FOR HIGHER CURRENT WATERS (UPTO FIVE FEET PER SECOND) DEEPER LAIES, STREAMS. INTEACOASTAL AND TIDALAREAS. INCLUDES AN ENCAPSULATED STEEL LOAD CABLE ALONG TOP OF BARRIER AND 01~ FLOTAIION LOGS. NEAR STRESS POIWS ARE REINFORCED NTH SHIELDS TYPE3.DOT16SMIARTOT'PE2 DOT EXCEPT THAT POLYPROPYLENE FILTER FABRIC IS PERMANEIAM NSERIEO WTO WE BARRIER SWAT TO MEET SOME STATES SPECIFICATIONS. BLOW-UP OF SHACKLE CONNECTION LOOPSSMBD FOR T•REBM LIFT FILTER BAG FROM INLET LEND REPAR FOR HANDLES. INLET GRATE Y. BRIGNT.Y COLORED NYLON \ OVERFLOW HOLES (OPTIONAL) ROPE. EXPANSION RESISTANT f GEOTEXTLLE aAG 2^, X- RUBBER SLOC14 (rYP.7 nEPTHm FILTER SACKS FOR NOTE. IFFITER FASRICS BEEN - GRATED INLETS AND RA INSTALLED BENEATH INLET GRATE. O STABILIZED R SMALL BE REMOVED ROADWAYS-N.T.S. IMMEDIATELY AFTER ROAD SURFACE HAS BEEN STABs72FD AND WE FILTER BACK SHALL BE WYEDIATMY METALLED. ROCK SAO POLY Wf{pyT'[LESR�GEL��{AYCLIRB \\ POLY WRATME OR GFOMV - SOCK -PIPE OR ROCK BAG INLET FILTER-N.T.S. TEYPOPMv 6ODIMEW SWALE HILLY STA A2D GRAS>FR PR011DAEDAOCmOKA1.SBMTER JACENTTOOUTFALLPIPE. TEMPORAWAy S OUTFALL ECCNOW FABHA:SAVAILASLE eoz afro LeAN. sT.ANQARD � § � Y.•CMN NYLON REINFORCEDVINYL TYPE TOP LOAD LINE V VINYL COATED STRAMPLATE(FOREMOVE CABLE YNTER,EAL ----_ PRE851Mffwm RDAISj FLOTATION PVC SLOT-CONNECrOR FOL[15 EVERY B ;STREW ONAID �I 'STRESS PHAtE XTCNAIDLIE T Y AND LOAD GME CALNMLIEDiRA S1ANDARD LENGTH SAFETYMOOK - TYPE II :W 0(OR 22)OZ VNIN COATED NYLON STRESS BANG - MO' NYLON FNC SLOT'-CONNECTOA REINFORCED VINYL FIAATATCYI _ STRESS PLATE GCABLE �TjyCHAM (O SCITHSIDES RONBOTXSIDES OF CURTNNTO TYPE Al SALVANOF REDUCE STRAIN) AR SETYNOCAKts( NOTEANOHORINOTOBOOYSAS AUNYATC FLASHING LIGHT SMWN REMOVES ALL VERTICAL PURGES FROM THE CURTAIN. ION AT DUSK OFF AT DAWN) LOB ON CENTER SMALL BE USED M NAW] ABE MEN GE THE UIRTAIN WALL NOT SIM CHAEAELSONIY FROM IMNOOR RREW LOADS. - - BUOY ATTACH LINES TOSEUME STANDARD DINTANMEW N SYSTEMS �_-�_ _v t1GI r o, b' F ANCHOR (A'+ HINTER SURFAF£-. RECOMMENDED SY THE CANAIIRTCNBED LCMWAIN YANUFAUTUR9U17 ORIENTATION WHEN INSTALLED ffi2&j1TUATiON-TYPE IIIS.N.T_S. NOTES: COMPACTED FILL - I. ACTUAL LAYOUT - A&1 NARVE NATERML OArETENMINEO IN A (OPTIONAL) THE FlElD. mil PLASTIC LINING THE CONCRETE WASHOUT SIGN SECTION A -A INSTALLED WITHIN 3C' OF THE TEMPCRAW I - -COMPACTED FILL CONCRETE WASHOUT FACILITY. 3. A ROLL OFF A, 11 S ECIFlCALLY 1AANUFACNREC I 10 mil PLASTIC LIMING FOR CONCRETE AAO OL7 W` BE SUET UAY aE ,UaGTTWEO. RECEMNO OUTFALLSWALF OR ETOH STABNI7ERiRASS OR REVEOETAIF MOMESU BARRIERAT DOWNSTREAM PROPERTY UUTTS CONTRACTOR TOTEST TURBIDITY LEVEL S WEEKLY. PLAN TYPE "A V TA( E' WITH CO A LL CONCRETE & STUCCO WASTE MANAGEMENT-N T S - PLYN)CO.ATQ' PAWITCI r - BLACKUETTERS THE GM LAG SCREWS `'" ,'• (I( -ONO vWOD Posrs ,� : H'XA•IDTI CONCRETE WASHOUT SIGN DETAIL fOR EQUIVALENT) r it DIA LP STEEL WIRE STAPLE DETAIL DIVERSION RIDGE REOUNED WHERE GRACE EXCEEDS 2% MOR GREATER SUPPLY WATER TO FILTER FABRC WISHWHEESIF SECTION A -A NECESSARY. SPILLWAY STRAWBALES• SANDBAGS OR CONTPMWS BERM OF EQUIVALENT HEKIR. J NOTE FLOW FLOW USE SANDBAGS STRAW BALES OR OTHER APPROVED METHODS M CHAIN RIMOFFTOBA6MAS REOIIBBT. A I r-T (:UIIR6E AGGREGATE• t re8l&l H 1 R NW. B'TNt7f t\ � TYABAMI�QXf. T. ..... NOTES: —. / THE ENTRANCE WILL Re YAWMWED w A CONDITION THAT SEDIMENT PREVIEW 1TO PUBLIC OR RIGHT- O OF A MYRE ONTO PUBIM RIGAIR ANO CL MY OUT OF ANY IJEASSM4 REPAW WADS CLEAN OUr OF AW MEASIRES USED TO7RAP,EDYENT. 2 WHEN NECESSARY, MGOLS SHALL BE CIF.AIEO PRIOR TO ENTRANCE ONTO PUTOUC RKBR-0FWAY. PLAN 2 WHEN VYABUNO S REQUIRED TT SHALL BE DONE ON AN AREA STABLOW WTIH CRUSHED STONE DIVERSION RIDGETHAT DRAINS MFO AN APPROVED SEDIMENT TRW CRSEDMEW 1. W MM TEMPORARY GRAVEL CONSTRUCTION ENTRANCEIEXIT-N. T.S. EASTENGTREE' DIAMETER VARIE ORANGE VINYL CONSTRUCTION CHAIN UM OR E FENCING OR APE E13MALENT - NOTES. 1 ALLTREESREFABEDONASITESI-.--- PROTECRVELY MMICADED BEFOREAND DURING (OH6TRUCl10N ACTMI'IES 2 UNDERGROUNDUOLRYUFESSHALLBE ROUTED MOULD EXISTING TRIES OUIBDE OF 111E DRPUNE YWHFRE ABUE ABLE 2 INSTALLATION OF FENCES AND WALLS SMALL TAKE INN CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES A FIDAC BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALLTRESS ORGRWP OFTREESTOEEPRESERIED FENCE SMALL BE WI WANED DURING CONSTRUCTION a DONOTPMKKEAVYEOUIPYEWON TREE ROOTS. DO NOT ADD FILL C TO V MOWD TREE. ALLWORK VWTHINTIE ORZ MUST BE DONE BY HAND B FORHISTORICTREESAIOIOEES GREEATERWAN TEN INCHES OSH. PROTECTIVE BARRICADES SRALLSE QPLACEDATA MIM MUM DWANCE OFTEN r'EEr FROM THE BASE OF EACH TREE TO BE PROTECTED PLUS AN AODMIAII ONE FOOT FOR EACH ADD WO INCH DBH GREATER THAN TEN ANCHES. ELEVATION EXOSTWGTREETRUNK- DL A l-VARES I A, DBH I ,)/7t1 -SLIM P OBIH IP•1DLIN 1• NR FADH 1• - OVER IT LHII PLAN PROTECTIVE FENCING FOR TREES-N.T.S. T-POSTS OR APPROVED NTNE ORANGE VIN VLCONSTRUO. FETI:ING. CHAIN LINK FENCING, SNDW FENCING OR OTHER SIMILAR FENCING AT LEAST (41 HIGH AND SUPPORTED ATA MAXIMUM OF TEN4WT (T0)INfERVALS BY METAL NIOGTS OR -MOVED METHODSSUPFILIEW N KEEP TIE FENCE UPPoOHFAND IN PLACE WOODEN SFANES AND REPAR POST, ARE NOT CONSIDERED AS ANAPPROVED METHOD SUFFICIENT ENOUGH TO KEEP TIE FENCE UP NCNI AND IN PLACE Ali. Ill I- . NOTE ALl STOCK%LIES SHALL SE A MXIMUN - OF 26 HIGH. A -N FILC OF ' BHOOIELE MATE- \ r A \ - SECTION A -A :IIPa'i uM 'T�sILr FFAICE (TYP.X NOTE FOR STOCKPILING EROWBLE MTER"FOREXTENDEO SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE PERIODS• THE AREA SRALL BE SEEDED AND MULCHED MATERIAL-N.T.S. I+mllemwsaanW I I TalwmwlgpeP• I �� I TrFIw.s .fit. J I r+IwmvmAaAs I TMFMm.KNeFan•WmHKa1 I /jM�� rAmery I Imam - F IL I IL J d UJI (_i a s r ((AA > 0 >-1LLO ZZ Q W 4LjQ� m M W Z z�VIQ W ix in a ° •t' I, 13 ..n c. SMIEET C-301 PROJECT W. i�� FA EXISTING VFr;FTATION tPALMETTOS- SMKL PINES SCRUB OAKS) TO RELAX / / e" / / / / LEGAL DESCRIPTION APAIOa CIF LAND LYING INTHENHITMIYFST} OF GEOTI N T,T(NN9KP 31 SOUDL RANGE S9 EAST, NDIAN RIVER COUNTY. FLORID& WHO YORE PARTICULARLY OEM&® AG FQUL O : CO W IEIGHfi AT WE NORTXNEBT'CORNHi OF SADO SECTION T. RUN NM W SS'2541' EAST, ALONG THE NORTH U NE OF WE NORTHWEST } OF SAID SECTION T. A gGTANCE OF 114 47 FEETTO WE POINT OF BEGINNING OF WE HEREW DESORBED PARCELOFLAND;WENCERN SOUTN00IWINEST.ALONG THE NEST UMEOF THE EAST 19TA0 FffTTO WENORTfM'EST}OFTKENORTR4T3T OFSAIDSEOiION T.A DWMCEOF1603TFWTTOAPOWTONWENORWERLYNGNT-0FWAYLWEOF COUNTY ROAD SI21 MOFGDT T#-WAY:THERM RN NORM 381HW EAST. ALONG ME SAIDNORTHMY RIGMT-0FNMYlHEA01511ANGE OF W&HFffTTOTHE POOR OF W WATURE OFAQHVECONGVETO THEWEST.THEPIdYALON T THE EM6NORT1151'3B1TWEST.& FO0T RADU .AWE RhI.N NOELEAVING 81ID RGXT4)FWAY THE. RUN NORTHWESTERLY ALONG TXE ARC OF SAH CURVE,NAVNO AIfi.MFOOT RADARS, ACBRRALANOLEOF W'401PAN0 MARL DL9TANCEOF 3e.W fFET TOTHEPONTOFTARGENCY;THENCE RIi NORTI4f1B9BMIERT. AOISTNRCEOF fiLW FffT TO THE POVTTOFOURVANREOFAKARCIAAR CWN'E WIDAVElO1XESWiDA+I�T, WINNING A RNAUSOF J10.00 FEET; MERCERLN NIXRRMESTERLYALONGTHEMCOF BAH OURVE V4EST.N AC@1TP OF IMI OF ETTOW CUWAOF E W A CIRMITHE POWTOFTANGENOY. THHROE RUN NORTNSTN'47 N£ST.A HSTMCEOF 16218 FEETTO MEPOMOFGURVATUREOFA pRW LAR WINE OONCAVEIOTXE NORTHEAST, HAVaq ARA086 OF 300 FEET: THBRCERW NORRAAE6IERLY ALONO THEARC OF SUMO WRVS lI1RWG4 ACB/IMLANGLEOF 2pRe4P, AR ARCpGTMCE[F 1H22 F�TTOA COIITON TIE NORM LINE OFTNENORTHWEGT}OFSWC SECTION T;IXECERVN 50UTX W96W111EST.AIONO TXENCHIH LIRE OFTXE NORTHWEST} OF 9ELTHN T, A OISTMCEOF H.10 FEET TO TIE fQIM OFBECOINHG i 11 \ H E N. 0 SIGN LEGEND \\�� \\ STOP Q 5TOPSIGN n�J M (E)KEEP RIGHT SIGN \ \ MONUMENT' ` \ \\91GN 172SF 0 EUSTINDVEC•ETATNN(P ETTOS \ \ \\ SMALL Mal SCRUB OAKS) TO N \ \ NSTRffT aplOOl CROSSWO(STOP) \ \ INpn E � \ uv- e \ \ ' PROPOSED LONCRLTE-6' � PROPOGED ASPHALIPAVEMFNi1 5 l OOOLINA OPIIUNAL a sTARII3zI:ns wc1MuINN AIN UEUUP I g ccwA i Fx L.b E%ISTNG FMEHKVLVIF e•stwlurEoaulLDluDe f A PROPOSED FINE HYDRANT STORMWATER DRAINAGE MANHOLE - - STRIPING KEY PROPOSED STORMBIATER DRAINAGE STRUCIUE . A6'$OLD WNIIE ® SANITARY SEWER MANHOLE B•1f DLUFLE WNIIE C=1.-SO in WHI rE t� NIIEELSTOP 0=19'SOUD WHITE E•24'swomlLE F •T SHE WHITE TYP (10- 30) to to rttt♦r- PROPERTY&ROWLHE G• TSKEWHNETYP RTIOH N.+If SKIT WNTFTYP(711 CXAOLLWI(FENCE I. WSOLIDYELLOW WY CMOPYCOLIIMNMD FOOTING-OCORDINATEWRH ® 9MUCTURAL PLANE NaIS'Shc@YELL 6'Sr DOUBLEELLCMITYOWTY L • SKIRVP Rt000T My C SKIP YELLOW TYP lS-1D) ® ELECTRICAL TRANSFORMER N • S' SKIP YELLOW TYP (7+1 P • RPMAi WHffEM+^Alil ® CABLE TV BOX D • RPM M dRECTDNAL AMBf:RIAMBFR R•FDP WHITE CIFANOUTIOQ) 6 • FOPYELLOW Y. RPM MOIRLa0. WHRERED -FIOTTTuv ueHV�eet FLLYrM.EDe7NtA oFILSP sr • . . • EXKITNO VEGETATION AND �•. . . . . . TREE PROTECTION BOUNDARY :INS-tt�t_. 41 41 !/ / /i RELOCATE STREET LIGHT MowLENr GFPN7=+ TS]OD N.tT <49` A � Si tOBN A omT SEE STIIUC <4C -• I B I45T9.3T 11SALYY SEE Smuc. •4C ( - •' ': I O I 51012, W361N SEE STRUC. • 3S O I towcI w IINY S9 I SEE STRUT, � +0 MIT.12 4T1242 I SEE STRUC. .16' 2-60 I 2ei%n I SCF STRUG +4f ToTW I 4p 7 ww WA I WA FIRE DIVISION EUIRE�ENTS 1. ABINCHN STALL PO$nDONEACNSU RE 2. ENIN, DNl!RSm AOWE595Nur SE POSTED ON FRONTAN)REAR ENTHY M M 1 OI EACJI UNIT. 8. YWMW35lURNND KNOW IS PROVIDED. SEE SHEETS �, C401A8 a . AMC ENTRY PROVIDED AND OTHE EMERGENCY SERVICES &CCEW SHALL ELOOKED AN13SEUREO. 6AFRFHYDRANT 19 PAtVOGEO TO BE CONSTRUCTED ON-SITE AND IS ALL SUILOI OF IHF AIDAKEYACC SS OF (IONOM IDNG 9. ALLBUILDINGS 0 NYRNEAKEY ACCBSBp. LIGHU 1. WSE CONSTRUCT ONSTRUCTKGYAMPOLORHOFTHES LLICTURE SHALL WITH A SIW 4 NAM PORTION O RDA S ATE STATUTE SHALL BE AND WE WTMASUGIlE FIXIIR DBY OPOORLYGTATESTATUTEA TMD 61AN5 M SF.RFO0960 T000IAPLYLMTH-MFWRHA ADLOWSTRATNF COQB b&Ad.H2MDAN1 a346110081. SIGNMV5TBE e ARCHES BYBIh-HE6 GENERALNOT€S 1. ALLUTLInES�SINLL BE HSTALLID UNOHiORWND 3, 5¢PHOTOYETTID PLAN BYOTIER9, ]. rNOVDE KNOk BORON BUIfDWYTAFD WTE 'BUILDINGRFA IOTFE OUTSDC WALL FAQ OR TOOUTER FACE OF C04HMN. / / GRAPHIC SCALE / IN FEZT' SITE DATA I tneh = 80 n OWNER, WLUAM SROGNATID TCDDBROGIWNO PO BOA TSDe14 N SEBASIN.R ]19T9 TEL. T2-6W-1299 AL I SEIBACKOF THE RESPECTNEZOWNOOIbTRICT SHALL BE USED IXCEPT N NOCASE SHALL THE 6FTP.4I: KBEUESSTNANMFEET. ALL STRUCTURES ARE SETBACK MINIMUM OF W FELT 2 GiYLLENNa LAl ALL SIDE AND REM YARDS SHALL BE SCREENED IN ACCORDANCE WITH THE STANDARDS W WCREA&D N SEOTCM EN1A.I8. F INCREASEDWR WAMBUFTM2 EXCEPTFOROHVEWAYBAND IVE BUFF RALONGOUTDOOSTORAGE fACLOES BXALLXAVE AYITWM20FOOTIWITE ALSIF NVEGETATIVEBUFFERALONG ALL iROP€RTY LINES. WITH ADDITIONAL. RANT NATERWS IF NOT NATURALLY OPAQUE SCR-NORT PROM TREESPOSGSTIN -NORTH R.-6TFEES& EXIST9G VEGETATION- SUFFERS VARES FROMW TO JOLT -WEe9T E •]ITRE24 IEEIS S&EXSTINGV VEGETATFFERSION SUFFERS FROM MOM ZAT -NORTHEAST PL.- 21 TREE96 EXISTING VEGETATION -SUFFERS VARIES FROM W TO1 G'' -901/ISEA9TPL- 31 TREES b EXISTING VEGETATION • BUFFER4 VARIES FROM ID T042B' AND APPROVED BY THE PLANNNGAND ZONING COMMISSION. --ALLOESIGNED STORAGE AREA ME NUMMIED ON THE SITE PLAN. 4.01E MANAGEMENTOFFICE MAYBE INCLUDED PRODDED IT DOES HOT EXCEED 400 SQUARE FEET. -MANAGEMENT OFFICE AREA IS 353S0UAFE FEET. S KH BUSINESS TAX RECEIPT OTHER THIANFOR THE MAIN USE (STORAGE) SHALL BE PERMITTED. B NO SALES. GARAGE SALES. MANUFACTURING OR REPAIR M PERMITTED. T. WERE SHALL NOT BE ANY STORAGE OF FLAMMABLE. TONG, HIGHLY COMBUSTIBLE OR OTHER HAZAROCUS WTERWLBtlRSUBSTANCES. - 3 - [pypy6Eg 5C85 ���3prLE i€r€ALLLDDI��SSb} U of T J a <m Q LL ILWoQ J lWllMl Q O z0� '2 �W �F>06 ID 4Se0I OON €W O Lu J xom� Is, W�DC Lj PI J p L7, A F 1- Z a w F- f/ i W Q 06 Z (�AJ� J�0 m U aaw t;i V) ® m w Z Z W ENQ ce W Z Q 13 - o� - C-400 t i --------------------------------- ---- ----------------------- i� -T-I 1 ` `\ l `\ \ \\ s \ \ `41 \ / \ D \ 4's. \ N, NN \ \ 11 , _ LEGAL DESCRIPTION AlWtCELWILANDLYVIG MTHE NORTfM66Ti OFSECTION7..TW HP]16GUIII.RANGE]9EAST.WgANiWkR000NfY. FLORA BBNBW EPARTN]ILARLY DESCRIB�AE%j. YS ODDLENCWGATTHE NOTRHFEST OWNER -SECTION 7, RUN NORTH 6ff2SA1' EFSf. /LONG THENORM MEW THE NOR�} FX SA@ S�TION T, A DL4TANDEOF 1N2AT FEETTOTIE POY2TOF BHTMNIIq OFTHE IEREIN DESCRIBED RARfB QF LANO:THENCE RUN 6OU1H W'11]ffVF$L ALONUTNE WESTLME OFTNE FAef 19T-00 FEET TOTIE NOFtiNBEST}OF THENORTM'R OFSNDSECTION 1,A 06TANCEWM27Fff MAPOMTONTNENORMHILYRNINf-0FAVAYIINEOFOOUNIY'POA0612.1W FOOT RIGNT-0FVMY: THENCE RWNORM ]671A.T'E.LST,&MGT SA@NORTNETLLYPoGHT�YLMEADISrMMOF6M6]FEETTOTNEPONTOFCURVATURE WACURVE CONONETO THEWESr.TIERADIUS POINTYMICHSEARS NORTH51'Wir NEST, A DIBTANL-EOF 2SW FEET, TMMCE LEAVMC. SA@ RIGIR-0FWAY TINE RIM NORTHVE5IBILY AL(MOTIEARCOFSA1DC11R'VE 11ALttlG A MBO FOOT RAONS. ACENIRILANOLEOF 62YDtff ANDANARC tlSTANCE OF ]i@ F�TTO TIE PdHTOF TANG$ICY: RB2TE NFI NtlFTHM'16RB NEST, AtlBPANCE OF 628i FEET TOTHEPOTENL ALMOIAIEOFAtlRtlIVRCURVE CONGI.E TOTHE60UnMESf.MAV¢aDARAD6190F ]1030 FFEf: iNENCE MM NORMNE6fEitl_YALONOTHEARCOFBAO DURVETH T.A ACENIRAL IMIG F1T280r,ANARCTAS UWAOFFIRSACMU NE POOR OF NCAVE O THENCE HE NORTH S G ARk WEST,F 40 FANCEOF 16L16 FEET TOTIE IEK OF ONGTMPE OFFUD MI R WRVS CONGVETOTNE NDRINFASr. NAVNG APADIUSOF WO iFE'T: THENCE NM NOI[MWtgTHLLr ALCNGTHEARCOF 6AD CURVE TWTOUGNAC1U11RIL ANCiEOF 20'28Mff.ANFRC pSTANCEOF 1@TL FAT TOARIRITON THE NORTH LNE OF THE NOR1HWtlT}OF BAE 1 >EOfIOI/ l: TENCE RUN SOUTN6B'2T11V�F"..T,ALONOIHENORTH LINE OFIIENORR6AE5T} OFSECnONT. ApSTM10EOF 61.16 FffTT` F TIE POMOFBNDMWG. GRAPHIC SCALE ( IN FM ) 1 loch = 9D n SITE DATA CNHER NYUANPROGNANO / TWO BROGNANO PO RDA MW74 / SERASrKN FL 029R - TEL rt R"2P9 FNC7.L5 S.1]0A ENGNEER BCHIILIE, BI ITLE 66TUDDARR LLC 171T NOIAN FINER BOULEVARD, SURE 201 VENOBEACH.FLOR@A"60 TEL TT2-11OM2 FAA' 7lRTTU9U' 6 BURVEYOR --IANEbW %'ENO BEAI;N, FLORIG 229R TEL.,2J2SaM PROPOSEDUSE OUMIDESTORAOE STREETADDRI S LAASHBURYSIVVE1. SEBAWIAN, PLd SERTY iAD�. a NnS AREA &RAC. TQTjA�.DEYE,LC,PEp AREA 3.. AC. LONING OC�Iv@RFNONTOVERIAY LAND UW CONLIERCNLOENEPAL R TDD ZONE TIE PARCEL OF LAND 6HO M H REON APPEORS TO BE IN ROOD ZON W PER FLOOD MSURAWE RATE NAP 612M1CMI R1,DATED 12A1G010 C =R= I,Ej%j9JiF1NJE2yil<nNE -CONSTRUCTNONFINSIT 12126 OONSTNWOON ACTNRIE S LINMM TO NONDAY-FR@AY- T W AY - T'0O PN SATURGYRUNOAY 690AN- 00PN z a J a z 0 V) z LA2 m 0 cW.9 a >- 0 z 1~�J� -6Zz a C:, mmwz Zwlna O N W Z Q C-400A fkuiEGi HO. i i \\---------------------------------- /if1 1�U- - - - - - - - - - - - - - - - - - I 1 \ \ . \ \ ` \ \ / / / .0,/ / 1. LEGAL DESCRIPTION ArA1r,ELaFluro LrND IN xaRrNv,ESfi GF sECTroN]. TDMxse�a1 soulN. FANDE aB FAsr, wouw couxrY, nGRIDA, EEW G 1miE PARMf AMLY DE8GU8®AIL FOlLPAS COMLENCINGATINE NORNAEST COMBER OF SAID SECTION T, RUN NORM BP2E•41• FAST. ALONG THE NORM UNE OF THE NOI'll"I ST1 OF SAID SECTION T. A=rANCEOF 1H2ATFEEFT0THE PORK OF BEGINNING OFTIE NEREN DESCRIBED PARCEL OF LAND: THENCE RUN SLUMOPItOPVEST. KONGTNENESTLBE OF1NE E16T 1%AO FEET TOTHE NDRRN+EBT{ W THE NORTNWiT3OFSA1DGECTIDN ], A DGTANCEOF]SDOl FEETTFAA POOiTON1NE NOITIIIERLY PIGM-0FWAYUNEOFCOUNIY ROAD 512. 1W FOOT -0FLNAY'MENCE PUN NDRM3B91MT FAST, MIX2GTIESND NORTHERLY MGHTYLF-WAYLNE.A DISTANCE OF MW FEET TOME PONTOF CURVATURE OF.CURVE CQRYA E. TlENEST, TNER.D818POINTY44GHffARS NORTH 6198'1TNE8EA018T.NCEOF25WFffT;TIENOPLt•I.VNG- 6AEIBG ANAYCD RUNHDRMP.E6IETTOTHETATNEARCM6AE1CLINE,CE RUN A2000 FODTRP➢ILB..CENTANCE OILEOF TOTHPOINTOF U VATANLEOFCUI FLATTORE CONCAVE TO TENOUMVNCE RUNNORM 0ARDISO8WEST,INSTANCECE RUN FEET TOMEFVOHTOYALONGURE0P Or LCLWRVSCONCAVE 10ME80UTHVEST.FIAVNG.RADIUS OFS10WFEET;MENOERUN NORTN.LSTE LYAIONGTIEARCOF &JDCUNEMRWGNACEMItALANOIEOF 1TZ8'00'.ANMO ORSCANCEOF i380 Fff'FTO ME PgNTOFTAN0E1CT, INEIJCERUN NORTX STVaVTVYE4T, ALNSTANCEOF 15L1B FAT TOME fOWT OF WRVAN0.E OFACIRCUTAR CIRVECONGVE TDTXE NORMEABT,HAVNO.IMNUSOF 3W FEET; MEROE RUN NOItTNNE.9TERLYALONG TNEARC of BLD CAIRYE TNROIIGH ACENIRALANOIEOF 20'28YP.ANIBC ON6TANOEOF 107� FEET TO APONTON THE NORM LNEOF ME NORNANT3T)OF SAE SECTION ]:THENCE RUN SOUTH FSZB4TYE6T. ALONG M E NORM l0E OF TXE NOROINEST 3 t7F 9EG11LIN ]. A DR6TANCE OF N.1 D iffT TO MEPONMOFB1R38wNO / MIN. ONE WAY TRAVEL PATH PROVIDED eMIN. 16•YIEE TRAM PATH - 'IF.. PAVEMENT -t XUTRWSH CURB 41.TJ o - I ].DO 21SY sN�..Ny,Wr� .Tan 1 I GRAPHIC SCALE o (IN FE6F ) 1 loch = SO }L SITE DATA OWNER: WILLIAM BROGNANO TOAD BROSNANO PO BW 180274 SEBASTAN. R 320T0 TEL TTZ58912BB FA1C T)23891B01 ENCINEER 8C 11 EBRTLE 06TODDARD. LLC. VEER BEACH, EACIDLI.EVARO.6UITE 201 TEROBEACX,%22 T2B80 I - M OO.RN]2 FAA'Ti2TT0'JM90 SILRVEI.IV CMLSIRV —4 LANESW VERO LEACH. FUOROM 34B62 Tl L T]D028.22A4 PROPOSEDUSE OUTSIDE STORAGE SIRME DRESS 4EASHBURr BLV. SEBASTLW M MISB PRWERTY TAX ID NUMBERS 2i]BBlBM10BJ00�00� GROSSAREA 3 MAC TCT/hL DEVIMWEDAREA 3TBAO ZONING GIRNERFRONTOVERUY LAND USE CONMERC6ALOENERAL F ZONE THE PARCEL OF LAND 6NONN HEREON APPEARS TO BE IN FLOOD ZONE'%' PER FIORD INSURANCE RATE MAP F120S1C011 Ill. DATED 12AT4D012 G(yyglR�.ryFA)1f-IYfI1R/( "ME -- CONSTRUCTIOW FINISH T2ne C0F5TRUCTNMIACTIVITIES LBIITEO TO MONDAY FROMY T'W AM T'00 PM SATURDAYRUNMV: M AM-6 W PM FIRE DIVISION- J/ppEE/^(Ay.1yIcENI�[7E�$� 1. A8INCH NUKE L fiIM1LtlEPl)S-TED ON EACH IRADUC, 2 44INCH FAILERICIJ. ADDRESS SHALL BE POSTED ON FRONFAND REAR ENTRYOCORS OF EACH UNIT 3 NOUMUN X TURNNO RADIUS IS PROVIDED SEE SHEETS C 01, CAOMA CAD I8 4 4MOXCAT€ERMYSYSMMPL%LLBEPROVO)EDANDTNEEN WNCv SERVICES ACCES6 SHALL EE UOC IOD AND SEGUR ED. S. AFIRE HIDRANTEPROPOSEDTOWCONSTRU{.WDONSITEMDIS MIIRW 60D OFTHEMOST REMOTE PART OF EACH BUILDING. & 4.LBUIIDNGMVERTrALORHOREAIEYACCES6BOX(NFIOpU. T. BUODING6 UENG VERTCALOR IIDRODNTAI LIGHT-FRWE CCNSTRUCTIONNANYPtlITADN OFTHETATESNIREGIVLLBENWN E 1MiF1A 9GN AIL REOIIIREDBYFLORIDASTATE FFLDTE633-02T A3D THE SI@L SHALL SE REOURBR TOCUMPLY R6DTHEflDRIM AONW STRATIYE CODE BBAJM2 AFMTR BM60.0001. SIGN MUST BE 8 INCHES BY B NL1E8 4 T3 P 6 � y! yS�Y�ggpC�g !yyE¢� r 4C giI U�1 �E J � N W � y J a d m Q d o �=ia 0 IS 0 om 0 0w y.D/L F LU is W $ O N W Us��� 2�N� r W Q�yyn(( M WF�Q W 2 m LL W � W LLF Q' 2 o� — N C W G "f V F— Z F- CW� a r r I'm4O "`j Qa W av~iaof m m w Z Z W Y) Q N W = m Q E3 rc D o",,.: C-401 I'%JJEG'i % 0 I ...:,: —�-------------------------------------A - T ,NI- \ ` \ ` \ `\NN ♦ \ ♦ LEGAL DESCRIPTION APARCELMLANDLYNG'"THENORTHNEBf SECl10N 1. TONNSHW el SOU1H, RANGE 5e EAST,NpAN RNE11 COIAffY. FLORIIM SEING UOREFARTIC AARLY DESUtlBEDA6 SUD W C'"DAT THE NORTINESTODPl1ER OF SAIDSECTgN). RIIN NORM 59'2TV1•EAST,ALONG TMENORTIIINEOF THE NOFfI1P/1FTT3 OF BAL S80nON1,Ag4lANCEOF1W.d1 FEETTOTNE POWf OF BEGNNWOOFTIE:HEREWDESCRIBED PARCEL OF YEST,MONOTFEYESTINEDFl1E ST15)-00 iEET TOTIE NCRixVESf:OTHENOR®Ti OFSAIDSECENDCEORU/ N,A MCMed)FEONHLVRW�O RDADRAAY. THENCE RUNNORTH RSEAST. ALONG THE SAID NDRTY PIGNT-OrAYUNE.AO/ICEOF IEB.FEET TO THI9 POINTOFCURVATURE CFACURVE CONCAVE F UN HORTIMEWALY LOINT HEARCFARBNC CURVE H IT'Y�EDT,A FOOTR DR ZA FEETTHENCE LEAV'"c, SAID RI�i ANDANAYC DI RUNEOFW.EFETTALONG T1IEARCOF SAS)CURVE HAVUNA RTHFODTRM ST.A DISTANCE WWAF TO.E• T ATIODISTANCEOFSe.m FEETTOTHEFONTOFTANGENCY;THENCERUNNGRTHM' S NEST.ANSTANCE OF 53AF FEET TOlNEPONTOF CURVATINEOFA CIfIpILAFI CURVE CDNCAVE roTHEBOUDIVEST, HAVNGARMPJS OF 210Aa FEET THENCE RUN NORTHYESTERLYALONO TNEARC OF SAIOGURVETHROUGH ACENTRMANOLEOF 19'2e1C, AN ARC DIBTANCEOF RBB FEETTOTIIE POINT OF TrWfiE•ICY,TH@ICERUN xaxTTl SIYddi YEST,A OISTARCEOF ISLiB FEETTOIIee PONT OF GURVAIURE OFA CSMARAR THRVECONCAYETOTHENORTHEART, HAYN ARC DWIIANC OF W2 THENCE RUN NORiN THE NORTH LINO FTHEH OF BAO WRVE TWIOUGHACFNCCRMIGIEOFN'764M ARCON37H W MUNFEETTOAPONTONTHENORTHLBEO MSrANCInMBTJ E SAID TTO SECRON r, THENCE RIN 601ffN8975d1'N6T, ALONG iNENORDI LINE OFTHE NORTHYEST: aF6%nON ).AasrANCEOF 0I.T6 FEErTO THE PORK OF BFGN'"NG 25x II ETD o ❑ m I i r I STANDARD RV DETAIL p ® s" GRAPHIC SCALE V� uu u a 1 men = SD ft- g SITE DATA ti OMIER M-LKYBROGN TODOBROONANO TODD PO SON SEBASnAN AN ft FL STS)9 TEL T`1=299 FAX MESS�15ad ENGINEER `- SCHU1717I DIANE. RIVEe STODDARULLEVMD, U,CSUITE INDIAN SUITE Rat 2 ti g VER . R.O IDAJINARD, TEL IM 1 H, RONIDA.T2BBa TEL B87T � FAX.7mfl !)Rl/DSISB Q SURVEYIXi CMLSINV d 33 BFTLANEBW V E TEL7BEACH.NIDA 32862 I TEL Tl2S23?Nd PROPOSFDUSE OUTSIDE STORAGE STREETADDR€SS �1 45ASFUMYBLVO SEBASTIAN, FL M59 U AC 3 MAC �L 0 C' TSITAk OEVFIDPEDhRFA S.ieAe. Q a ZONING $ LL t"IVERFRONTOVERLAY Q I LAND USE 4 COONENCIFLGENERAL 75 J O bbb mq ZONE THE EPPARCEL OF LAND SHOA'" HEREON APPEARS TO BE N FLOOD 20KE'X PER FLOW INSURANCE RATE NAPf12081CaR 1H.DATED (��jq�p �(�`j1�gU CWTH �R(N:IURYfAN�rf rn4E O — Q - CONSTRUC71ONFNSR 12M pa CON TTY 11NI uj ONDATXINACTNR1 mm -11ED SATURO YGUN Y / ODAY -)9a PY SANROAV5UNDAY'BCO AM-6:aD PY LL J 20QDLu M LTA m LL ail W K C1 W =of Y Z: J a� r• h ? C 1 �LU — U F- m_ T X w In V) w c) U Q W c� a � z F o Z cn > mO U 2 Qo `tw m m w Z ZWTAQ of 0 W Z a 13 E :,;',: SHEET C-401A INo�EGT Na i ii ii i� ii i� ii ii NTB t +,99 ii _ cirri iiliirrr�iirrrrr�ii ii ii ii i GRAPHIC SCALE lm r a n r r ______________________________________� __—_--__ _ ____ — -- 1 ( IN PEET \ \� -r 1 { \ \ \! / y �\ I SITE DATA DNBMiwERie BR -NAND TOODMOONAN EneIe b aIn. TELN n R FAX nz.saSt3W ai \\ / \. \\ \ / ENGINEER. -3 3 \ \ \ \ ' \ l \ /� ,- SCHULKE, BFFT.E a STODDARD, LLC. \ /! ! \\ \ 1717 IN" RIVEA BOULEVARD. SUITE 20: n2-BEACnOr22 H. FLORIDA 32afip IN. SURVEYOR: volt,�S MLSURV III LANE SW \ _ \ \ \ ! �, ///' ' TER BEACH,FLORIDA3nU ilill \ \ PROPOSEDUSE e! �// // OUTSDESTOMGE \\ \ !^ `\ _ \ \ \ R3D / ' /'/ !!' STREETADDRESS IE ASHBURY BLVD. \ \ _% \\ � -� \\\\ \ ♦ � / / / �-1 /! SEBASTMN FL 3295E O \\ \\ \ \ \ ! //' / // NUAIB PROP `� E \ I`\ f //// aiamTdorop3a00000aas J g c� \ \ /f m�m \ \` �. • \ \ \ - \\ , ' J, j{ /� mum—AU ROSSARJ a QC \ \\ P -_,�.� \ \ ► ` \ / -'� ,y /// ! / /�/ A. ZONING z LL 3 \ ♦ ^'7 / / cOMIV RFR0NT IMRIAY �- CONMHiCIAL GENERALo W J_Q \ \ \ � p� � \\ \ Q '// t( ! ✓j / / FLOODZONE O CT " m "L Tiff PARCELOF IAND SHOYAI HEREON APPEARS TO RE IN PLO- O 2 G, W ` ��. -\ `\_ ♦ \ R3v \ / If// IDNE-%� FR FLO-INSUiIANCE RAZE MAP C1TDe1C0111H, DATED �.— 2 W ti \ p�CONSTRUCTONSCHEOULIMMKTIME -COMUCTIONFN1=COMUCTIONIISK 16 0V{�ilN�pp 33 CONSTRUCTONIDAY-7 ESLIMff00M MONDAY-FRHW.,� \\`\\ \\\ SATUROAYISUND4Y. B:Op AM-S.CD PM J 240 q1` Ai 3 05 ✓ ' \ �\ \ \ ' ► \ \ ! °r !! RSA J 6 Ld ♦ \ ` \\\ � -' - :. -�/�!! //��� /�'/.-_may �„ Lij uj / I La ti V)�� JZ v O m U a'fZaW ati f 1- V3� LEGAL DESCRIPTION + >s, 4 a 4 m In w Z A ItIG OFIANDLYWOIN TIE NORTNNE^ OF SECTON T. TOANSNIP915OUT1, BARGE 90 FAST, INDIAN PIVEP OOUNTY. FLORIDIA DUNG MpiEPART� LY CESCPoBm AS F •OWS z w VI Q COLYEMCAIGAT THE NOPTHAESTCORNER'_1F SAID SE.`TDN'. RUN NORTH BB'S41'FAST. AlAND THE NORIII UNE�TNE NORTHWEST{ _ O aF SUC SCION?.ACISTANCE OF t1/2AT FEET TOTNE POINT OF BEGINNINOOF TAff HERON OEBCWBEC PAR480F LANO;THENCE RUN .+ - - .. � ? SWTN ]C'tf9p' YES'. ALDf16 THE NEST UNE OF THE E4C teT.W FEETTOTHE NOPTMAEC{ OF THE NORTHWEST}Of 8AD SECTION ], A w DI6TANCEOF Tr3TFg ,X POINTON THE NORTHERLY RIGHT-0F= IINECFCWNiYROAp512,taa FGOTEPMR CURVAWE (I NIIN NpR1N 56'2YNS EAS, ALONG THE SM1G NORTHERLY RIGNT-0EYVAY LIl1£.A pSTAXCEOF 8268] FEPTTOIHE PpSVTOFCURVANRE OFAWPff-OM AVETOTINNOR . STERNGP01NFNMICN OFWD URVL3B'1TNtaTT,AWSTARCE .A FEEi:TNENCELEANNG I ® e ® ` / SNp RY11fCFWAY LW E RUN NORTHNECERLY AtANG THEARC OF SAID WRVE. RAWgA 35A0 FOOTRADIUS.A CENTRALANGLE OF fi2I9'E At T ARCDICAREECF3e.WFEET TO THEFOIMOF TANGENCY; iHENCE RI1NNGA M'W NEC.AOIGTAHCECF RUN TOTHEPONTGFCURVATREOFAGRCUL4R WRVS CONCAVETO TIE SOIITHNESf, HAWNGARADIW OF]1pW FEC,TXENCE RUN ^ I L _ NORT STFRf.+'<LON6 THEARCCF%DCURVETHWUGHACEN ANOIEOFtT2eVe-,ANMCgSFAi10EC MWFEETTOTNE 13 POINT OF TARGENCY. THENICERUN NORTH 5"MtlS WEBT, 4 DUANDE OF 14.19 FEET TO THE POINT OF CURVATURE OFA GRWIAR WRVECCNC STO IT@NORTHEAST, HAVING AHADIUSOF ND FEET; THENCE RUN NORTHWESE YALONG THEARC OF SAID CURVE \.,.. — J O THRWGHACE4TPh ANGLE OF A'tOGP ANARC gCANCEOF 1p M FEET TO A POINTONTHENORTHUNEOFTHENORTAYEBT}OFSND SCION* THENCE RUN SOVTH rY.'<t'WEST, ALONG THE NORTH LINE OF THE NOMHNEST{ OF SC TON T, A DISTANCE OF M.I. FEET TO T/EPOINTOFBEG."G. _ _.13 STANDARD TRUCK W/FIFTH WHEEL DETAIL Q TOTE C-401B PF'CJECF N0. 1 i UMITSOF COlUIQ9 CANOPY` Typ I �1 PROVDE FlAE DFPT TYP ` 'D• CURB ACCESR BO%N3_ A NEW .11: FIN ® A ✓ 1 bb N 'KEY AO PAD PAD CURB 51 - s _ i ' ul NEW 6IDEW�� r, mad- RELOCATED ANOOFFjCE ® r T� �® TYP A TYP <wNl �.• A\` WASH D T4D Y� DIYP STATKNi L- REWCATW STREET LKRR sus TRANSFORMER NEWMOO.MWAICURB J NEW SIDEWALK '� _ NDNUM@1T s y z <W SIGN nS,F. (Z C MAX T HEIGHT . SITE OFFICE AND ENTRANCE DETAIL SCALE 1.0 217-0' STRIPING KEY A • $'SOLID WHITE B •r BLE VM DOUTE 0. it SOUDWHITE D • tr SOLID WHDE E •2A'6OUDVANE F •r 6KW WHffE TW (1tl301 G • rSIaP NHITETYP ( H •r SKO' YLFIffOIYP (24)24T 1 •$'$SLID YE110W 3.Ir SOLD rW k •re'DpIYOU. BLE YELLOW L -reap rELLowTYP Daaal Y • r SNP YELLOW fYP R-t0'1 X • r SKI YELLOW TYP F2'JT P. RPY MOMD-CNECTICNALV1N11ENONO 0 .1✓PY BI-0IRECf10NAL AMBETYrWBER q. FOPWNITE n • FDP vEu.Gw T • RPY BWREI:. WIIREIRED NOTE: FOP DENOTES REXa1E fLiAIEAT:p F•-kT PROJDEFIRE DEPT. - ACCESTIBOXN11DTTI n NFRA 1:16235.a1) D F4 - - - _ 9B LF 1rA�5Ju12 i■ 1` _ ppI F J 391�$PV(. Y.M S 14 il.i RE6TROO.. . © y5T 1 AND OFFICENEW FNA1.T/ IPRIVATE1 L ' r, - - - - - - IT'$¢'TI � •I I I HOLDINOTANK CURB I �i LLImy AO AVrPVCfS PAD PAD S-- _ 'naa/ I gym' - _ 1y • X — — f UT JIM LF'. I 11LFBPVGWM;: ,� �• • 2160 to g iz.".'A .0 �A � %~ wDr'•NETEn� �•°In-==-_- -\ SEND or., 1A 9M'RPZ —$�-- - EEND !/ somas Y rG.V FXfSTB1G STUBBED OUT Or m I 9 s-CONNFCTTO E%IGT1N0 rOATE VALVE FSEWERKfE1J0 CO FECTAND - CONST TEMP. JUMPER Z 4i SAMPLE POINT i TO&r- N •� Zt• � O � 1 yt _ _ m $ _ - w_BV.Wg, Ex YAA r EX KM L EX PAVING, GRADING, DRAINAGE AND UTILITY OFFICE AND ENTRANCE DETAIL SCALE: I • = 29-M GRAPHIC SCALE ( IN FEET ) SITE DATA 3 IDan - 20 fL OWNER WTUJAYBROGNANO TODD BROGNANO POBOXTS$DA SEBASTAN.R TWOS TEL. Ti2E5A-13SB FAX TT2SB1130F ENGINEER SCNIAKE• ®TTIE a STODDARD. LUC. 17I7 INDIAN RNER BOULEVARp. SUITE Al VERO BEACH FLOMDA 3M TR' M-?M-M2 FM' Y12-TgFBAFS SURVEYOR. CNLLMRV NI41h PANE SW VERO BEACH ROPoDA 32902 1 LL. 772S23-2149 PROPOGEOUSE OUTSIDE STORAGE STREETADDRESS 45ASHMURYSLM Q SEBA I'LAN.FL32M GIK15&AREA 3 MAC, TOTAT,PEVELOPEO MU 3.T$AL. ZONING OWIVERFRCNTOVERIAY Cp3hETCNLGE FLOLV20N€ TIE PARC€L OF LAND TNOWN XERECN APPEARS TO BE INFLOOD ZCWE' PERF=DNS(RANCERATEMAPi12031C0111HGATED 12AW2D12 COy.SjX IT' f jIEIw.QgKTHE CONSTRUCTION FINISH 12QB -CONSTRUCTKIN ACTTVMES U W TED TO MONDAY-FRIDAY, 790 AM-T Oa PM SATURDAY9UNDAV: S90 AM-5:G0 PM SIGN LEGEND srof ® RI-1 STOP SIGN ®O RbTKEEP RIDM SIGN FTPII-M PANDICW0 PAR(ING SIGN EEO FTTNT-0 HANDICAPPED PARKING SIGN MTREET R OSSIGSCHOOL CROSSIN CG (STOI+1 -- EXISTING SIDEWALK PROFOSEDASPHALTPAVEMFNT PTOPOSEDOONCRETE ,[L PROPO<iFD FlAE III'L1RAM ® CANOPYCOLUUN AND FOOTING ® WHEEL STOP -��•—•- G TNUNK FENCE I� EIEC'iRICALTgANSitKTNER ® CABLE IV BOX N VALVE ® STORMWATER DRAINAGE MANHOLE PROPOSED STOPMWATFR DRAINAGE MUMPS 0 NRERED LTD SEGTKIN 9$-S STRUCTIRETAG(SEEGIE!CFC-9 FORTABLESI ® SANITARY SEWER MANHOLE PROPOSE O WATER MAIN PROPOSED SANITMYSIEWER -•-��.��� TWISTING SANITARY SEWER e F3(ISTINGWATERMWN EXISTING FORCE MAIN EXISTING STORMDRAINAGE METING GRADE WAA PROPOSED GRADE DIRFCTTGN OF FLOW • CIEm,IQUT(C.O3 W C7 a � a' F- O Z >i > mO U adZaW a� In (If mmwz ZwU)< o ') c w Z g a _ 13 C-402 AHD.KGT �a i #1 307x3T 24"x30" 24•'x30" 30rk3W 30100" f 24"x48" 24"x48" SPEED #5 CHANNEL POST. SIGN SPECIFICATIONS: I �II I�� STOP OMIT 1z� sIGNEACF-HIWrOF]LnYRETRORF.FIEGiKEGRAOE I DEAD NO STOP IXX > < O END � UTLET DOLOR -AS SHOAM HLTGHT-TMEASURE NTAR TTOLLOFTHE9KMm ICTaxr DF TxE xEARLOELOPPAVLMEFn, giro W1.7 W1-6 TOP OF rFETPAEneSWAMTOR. — THIDWESS-IALUIOMIW'.EaPNLIEBTNIDME&R e1AM ON0-TL01Y BIACIIONYELLQV R1-1 ERGU58 DR PusnDl 12e MOIEB LLItltE ON RFn L R2-1 R47 IRB IroLTs -Tw•. JrA•wHFx MliB. J(YINIPERSIGN nnIX ONwTTE IACATgN BLAcx axwxneLorwnaN W14-1 W14-2 POSf9 -MGxe B80lMAE FEET ND URGE sxa1LBE teDmmv TROY MGNAN2ED ONTNE Bm OF TRAFFTG DOUME P06'IEO. � wIEEECR011 AID AT 29aC 6�AAAlGRS ATsgNAL12Ep 9lACK pJ YELLOW PUCE ON YFIA(YN 11R WpBLREMENT9 NTELSECIgx$M11�FN11 IOCAnOlf. sBTP-0M U51 LMATION er FROA1 LIST A F. OFTRAFFq SEPMNroR INIBtSECRNG ROAANAY INIEASEVTNOPOADY'MY IN1g1TTE OJIiYANPEOF W1-7M 1E RWDw,RRANTs. BLACK —Ow II' ::,: 4-31EJII3II ER1• #6 NMINACCOROWCE With, :`-.• ICY I - _ II ,F11F"II�IIF"II If _ _ GENERAL SPECIFICATIONS: STREET NAME SIGN SECR01430.98OFTHENur.GG-- AsmEET RATPLATF.MCOAY®96A(SNS)Ot (D+i) INIERBAN—IA NEIw.DO E0ihAL wTNfQ:: TAIFEN SCOTdtf1E m, PR VIEW NLLTIIAIIERdOWAYORINE ALWCEM 6TREET PpS1E1 BACKLYI WNDOR EIXIAL ?A'.3D• OR 9r IDPKa' bYGLDD Wt ISDPFATDt rnLENs"R rH. X,]TOFL JBt..OfTHICKALWNUY I 91RETRNANEB1mroi8Q-K NULTI tAxF RDAOS DMENEIONB U`N w.v ORXt., HEWET SaNs R NLaI 61ANIVInHf HNH CAPITAL �. FTP-21-08 POSYLw6ALFLANGE FlNNN PER pf PHCPALUIOIW POST 9TET3FLANOEDCHMMEL 1� A N Y St ■ I h ET FA8pR8 MGHLOw T GrR IM. AGTYht:]; WR wIGHT:MO LETIEIB NAME-f &FAEB HFlZlq 81PFIX 1£ITFJN-J`. bWroH.Itt ISRVEGU OR EOVAL CP6E IFI IER9. YIIQITHE ti LL4 PERFODt, THB'DW NOLEIi mm sr MOI9LE86 saw Y10.TFIANEROPD&IETIERB: NWE-f�itl®'fp]q-SUFFIX b Tv MPNSIR-EDXIINAVE I TADARTroPTO[gTTgLA LETR35•A'SCOmHYTD fYLVERI OR Nit REOIDEEOroIMYE ANf If1� CONCRETEEWTTR —NOT EOVAL HIGH BUNKWI01.R {' / RFQ 'HERAR INIFSF RISSNONMON TNESIREETNA9a: NIET BE QI BOTH SOE80FTNEDxYIP1ATE HI(�RLI i0V1ERCABf�ciTIY �s PARKING BY m I'll 'r NfstUCCD DISABLED BLOCKFILLED'MM PERMIT rd-R SAT RADLIBYAIExrro3sBLE CONCRETE. I as BAR ONLY CONTMUOUs 1Y8•CED9R F%RiUEFD BIAOE TYPICAL SmP am /O 1O — COORDINATE PAINT COORDINATE FINISH JEOUM.GATES (� as— rL4E�ps - ANDRNSHWI OM WTTHOWNER .6 1 i250 FARE FTR2HM / TON PROPOSED - R-A`— YSO.STEELFRAME-I F.B. ]t&18 BwCUteEO BECTI0N1 / wNGINOrLLAND _ HORMONTALREMFORCING (GALVANDEO)PRMEB F JQ`L, 81DE68LOPESW - EVERY OnIEi BIOCN PAW 12' RNiPEtt •�, - DRNEWAY - fdA18•GHU 2:?CEDAR LOOALCOOE _ FRAMEBOLtED b _ TO STEEL YSTEEi TE Y6 BAR ERS-FI D-d I • w1 IF• 'll ANGLE.'. L06L.. _ ®CORNERS-FILLCELL6 PROVIDE HANDLES NOTE: 1.0' TL = GATEFRONT \ 1' WRT� urns //�� pry�' I _ - •:: .. ,..'1�; •a •; . es 00N41�4'-0'OD. \. 1 :7« a• fTH�KAD08,B6.1.--E fT8CK, 3,Ol1bP8,C - 4®CORNERS-RLLCELLS ANGIEMONSTRAP- SEWALL WNQJEI6 VIITH CONCRETE YAIN. 90'REBAR OVERLAP EIDWTSECURELY TO sIDLJWM ~ 6}S, 16Ga W,W.F.. eHRMDOi.W X. - ONLRETE OINPSEER I •. BLOCK WALL •w'.ar v a,va v rjy f( s�'� PAD-PRCH TO DRNN 3i 1d•. j ,. 9AJEJ' FIN816 --RxVE - I `-1'@STEEL .-- �r ' •," � \ rer�i `r`v �•vrw`insVl' STOPS •. I PME(GALVANII2Ep) TREBE 9gN5 T'PICN-ATFACH „rI H 11 1 Z`SOIYTE BTEEL ACCkS"JELE PARPIN3SPACE /.' /"•'�� m P08T (DALVANZED] •` l*TE 2aem e I \wxEAPATxr ACCESSIB ARKING SIGN aa. _ Y .p �/p _.. tr III �vram HwGE D HIGH r THICK J'»••» wB• BEND INTO U4HDOK CONCRETE BLDCK STEEL B DONE. INTO BELL r TD BBPAPrrED T1'PICALSTANDARD TYPIG HANDICAP TYPICAL- COMPACT FOOTING YMBEND 1D REOIIIRM) WALL SECTION wuLwrrH STuccD I - - TAAFRGYeNOW PARKING STALL PAR NG STALL PARgNG STALL FRLCELLBIOCK.i VYRN IT ]WBPS 1' PLLJDE91 NKI xra N.TY. ]1190 P.sl. CONCRETE NOTES: PLAN VIEW I. GATES uusrxAYEmwDE ceEAR OPENNG. GATE DETAIL NRHoaN�cerwm NlcFPnaxaFENNMSacemmQ 2. GATES MUSTLOCK IN SOTM OPEN AND CLOSW POSITION6- I 1 I�eODUgarnN,Pc,FtFeAlnY td,RO.O.mmoEcwsAwcTgN'Nq rEcmN nP 'GATES MST HAVE STOPS TO PROHIBIT wSWTN(E I ON.VANDD ' I n R � H.wrAs warNOBPxTSexuLaEProPeavwlEONq uw9®NAO-meaxeEVAn,mOt 4.OATE3SRALLNOTBECHAw UNKFENCE NB I DUMPSTER DETAIL N n""�"m CONCRETE WHEAL STOP .rs a N TS. .. MULTILANE ROADWAY SHOWN, TWO LANE ROADWAY SIMILAn - NOTES: k,.r A 1 xarNa n o.ew��;A,u:•.,. aFNNim+�,,.�e e,�,.•eblm+r-. w, srgrrrms_ FY 2025-26 F1/DI/20 a s5 STANDARD F1AN5 SYMBOLS: TWO-LAINE AND MULTLLANE ROADWAY WORK BEYOND THE SHOULDER pUEY SHET 70112 0J JOfEI NOTE: r.. tuna. m m".,,re. +rrnrn � - wrn.��mLsn" sv as N• IPi�NNM rp T. -A.'f. anP .MrrnV�,.p Knee s"..'NxY satin"n a rf r�.�rigeawY• rr ,�n"�en ��r rr'a bmA,rtc1 h.krs Irr m+ as-nr qs AU e+x!rs edA Nra Nh" Am.v IN l.a'frr q.Wa 3! ✓r+i n,rn era a�natr"Irni'X P.N.S ra. S ru�� �eza �Mllwcrn SYMBOLS: a n,.��ror_w D..,.Y rsre :»re, rod -ear srr. . uiDiizF IPaR'wPTI,Y STOP NOTE_ A2(YgA1DE wTH sEclgNm3a a THEN uruD. wExn 2. STREET MDi6EC18 w1XA YaATlANL 0.0eDKNr ON 11EA0a4LENT STREET PQSTFD SPEED Uw119GiPJeTEn TI4W LYT FAUALroAO YPH, BIAPET NAPE YQIS ARE REWREDTOINYEA ITNg1BLAN NTNE xGHCAHTiLL IETlENBORf IDW1 LOVER WIEITIE SPEED WR I91ES91W W tl ENl BTPFET NWE 61 NS IJIE REOWiEG N`A" wA r01MUEAN rHItA18UNK WRIIf HgIICAPITA1IETlEIB ORa b•MiN LOW]i CASE IETlETiB. a° LkJlIEW11N GENERAL SPECIFICATIONS: CAM BT. NOTE. ETUDItETS INACCORMNf:EwIHBECIWN 9,.98W MEYU LC.u. LWFMA BLADES 81REET NIER"uECT6WIINAINI.R1AtE ROAUNKY lY11MCADLACEHI .— atRFEraOSiEDbPE£DUWrSrRraTFR n11T1 oR EouAL roADMPN SIPEET WILT }, STOP HIGH fAPOALLETTFA80R8' NCR I.ONFR OASE LFI1F/Ls W'HFNINE ETTERIOREHIREDmIMVEAISNTSNEIANE INEf ,q SPFEDLeAOISLF58 MWr0 YPH SlIEET xAMF ElON9APE REDNREp m HAVE AN e' NqN ew]E WRIIf Mg11CAPn.AI IEREF6M A r Hux OP LGNER ee.ILTn:RS III POST fr08T: nC1ZWUEE WLVANIiFDSWARPIIEINOSLGN POET F wRIOPENNOLES eGAWANDFOFIVINIERASTN.-111 wIHWTANDIpI PUlF9. /IIA:lIOR 8ASE8 SHALL BE IIr J ]rAY L412 GAUGE GALVANZED SI]IIARE NBNG WITH OPFNHOIEs I M. RI MUmO --W MiANYIDGRAOE—RPPIKINE D ANFEnNO W WIEACIUREO BY.PNCOEPury tltroPnpvEp — W L—DIT, IOGTgN: OIL PER INf [RSELTM A911IDGlED ON THE PUxB. NOTE: SIGNS INSTALLED WGHM SMEYwL KS SHALLBE SETORECTLY w THE CONCRETE MID SHALL UTILM A r DIAMETER SIGN POST PER THE SPEUMAMONS 2 %e DIA. CADMIUM PLATED STEEL BOLTB :Y DA- MLVANIZED STEELPOST (STANDARD PIPE) WMEX NUTS _ L 6 2)PDM GALVANIZED STEPLELEEVE (DOUBLE ExTRA ry MONO FlPE) Y 9TLN BABE WTMM LANDSCAPED AREA 1 1 U 0 0 0 0 II"i e f 6 I MD DIA TWO-LANE ROADWAY SHOULDER WORK LESS THAN 2' FROM THE TRAVELED WAY WITH WORK ZONE SPEED OF 45 MPH OR LESS NIr�e Yl /wVc\ ELE ,•t\\//J LoIL Y'EAi of 0 -r,Y 1 O,T O r oNl WO -LANE ROADWAY SHOULDER WORK BETWEEN 2- AND IS- FROM THE TRAVELED WAY 1pDOp FY 2025-26 1 TWO-LANE AND MULTrLANB WORK ON SHOULDER ,xoF, sxrFT .r STANDARD PLANS 102-602 102 8•DIAGALVANUM — STEELPOST (STANDARDRPL) B•PIPF HOIlARD PANTED TYELLOW FLLEDWVITHCONC - P� ]Boo P.61 CONCRETE is - SIGN BASE Z J J aQ LJ ~ H LLJ ui a Ld d � Lit z v~i�J� m LL O as <:5 r� O ®m W Z ZW(Ad o v) 0 LLE Z a o- - - T," I SHE"_: C-410 PROJECT NV. i 1 �\ GRAPHIC SCALE ; •R (TIT PENT ) x •a •1 1 IT h = 30 11 Ile ! �1 rc rc SITE DATA "°L� •a'4 •>fh "'d •afs ONMER '� ry n � n .+ SMALL 3'S TODDM RWNO Ue "J'Tr TOWBMM741O O D 77 SnutU EX16T SERO BSTIN, sL >fbr: 10 MEANDER/ TEL T72.6AFL J7BTB FlFLDADJUME13 �,a "aa TEL T72beP12BB _•_ ^_• ��� o• + �•�•� `Zr �• e . T TT Tr a�R�.� P.aB _ `B FAK. MISWI304 °� 3 a.0 3 s - . ^L S J- • i L (rro IE)] ENGINEER' Y. � W .�' . 4 SCHuuOe,1RIVEa STWDARD,LLC - , tea• W� -Yr X VER S VW RNER lA s , BO EVARD. SUITE 3N 4 , •x U i.. , ¢>e \ �.% , .Zlp�;\ — — T—•—�— __— —"— — —�yT— — — N • .I . ♦ a. . . • �.• a • — 1 ° — — �2,,,.___ ,.• � VERO BEACH. FLORIDA J2160 0 � s 'Q7}'pp _ -\• y TEL F7271 Bz] •= jAAT •a�•> 2, ,0 J �D r� • � FAK'P]Z-P]o-NBe s u as � � • � - • " `Pa _�� •� '' � 2D'• i r C \ �j�g \ •� � `C ri �, �� h. , � xl. y��� ®" a �r" • 15S LF R�•. - '1 � 3 ��• ® at.• .y 0 CSURVEYOR NILSLRV' � yC \ 3. S., i �`• �r . . . . . - - - _ , ro ' 1' M41Ih LANE6W `\ r \ JJYl�KK.///����y• /� �I i'a•HpiN1I - i . �� "2• �r � " VEROOEAGH.RARIDA32M \ • \ ' , _ ` RETF TWN 205 4-�// / _+J \�s ' ° • " '�� "a''.0 TEL MM362241 1�"b \ its• g$, `;\•..�PROPOSEDUSE 3 " ® A \ ` NEW FIU - g, \\ \ ® ° RETENTION 11' I• ° / OVISIDF. STORAGE �f as •2, / • % \ (PRIVATE) 8 � `d ® \� \ ® S� � f I • I� , a: / 6TREUADDESS -8AMPIEPOW*2 Wn \ $� �-\ ® ® P-1, I • "+/i •BEBA6TIAN. FL SiSSS� P`g ® \• \a ®` \h ��\\\\ �•d ®"� /i :/� ��/o Si%"� J x8 4E NO \\ ® ® y3� ® \ .J•+' / F W GROSSAREA pig \ �> 5>V° . \• ° `\ `\ \ \\ ® \\ \ 9. / 1, s T RL DEVEIOPEDARFATsic �. C "N'r♦ \ \ \ " ~ \ •o �J ` "� \ \ ` \ \ ` ` ,�aa.vv /B UP ° ' / COIRNEPFROMOJERUY "i `\ • W ` ® ` `\ / ® \ ">' ® N I(F j K' ,� i 4� UND U3E Q S o $ ® \ Ja \•\/ i �' / µ / COMERCURAL LLGENEL_u J '.� ♦ > \ >y .. , \ \ A!a fir\ �' ® \ ®• ® ! ' j�3a. �/ THE PARRGU CELOFND SHONN HEREON APPEARSIOW IN FLOOD O Z 0 W " 4•"• ` �'�`\ \ \�Z• >T'\\ ® •34� ® ,`P,\ 0 Hy Jj3•�,> ® \ 3 RESTROOAI�I I�1 PER FLOOD INSURANCE RATE NAP Yt]081GVI11N.OATED '^? • xr ® `\ �� \\ ® \\ ® •$ \ '' \ "�� ' ` � FENi // / VMHWATERTODRAINTOCAIOI Y! TIME VJ 4 m 1' BASIN. TO POLLUTANT INTERCEPTOR _'� r at • \ \\ \ c ® \ \ y ® $ \ p'� ' \ ® Rv �.� �-I:U/S'llCO ullL'TWN' all o N IREPTED PRIOR TO DISPERSE TO RETENTION SRECLIINNED . CONSTRUCTION ACTIVITIES UNITED TO s o W o x♦ \ ® \ \ \ ® \ \ •� / © MOAaAYFRIDAY: T:IMAM-].Iq PN F- �y♦ \ >`\ J J,` a ",} ® \\ \\ ® \\ S10L� `\® ^�^/ •+1•• t / �~�//o P y@��/r SATURDAY16UNDY:80DAN-510M \ \ \\ 3 { �\ ® .�\ SYMBOLLEGENDOj�X \\ \ a'U Te vb \ \/ \ ® \ ' <}/ HOLDING TANK FOR RV / VALVE m Q ♦ \ \ \ 'ej.\ ® \ • \ o DUMP WASTE TORE !/ H LL ,[ gyp, NTIXfMAVVN AS NEEDED• W CvIOSRNO VEGETATKNI(PALMETTOS. �Po \ \ �� \ _l ✓�...2bbb4• \ ® ® \\ \� pp,, R d�0, / '� y // BY L4:ENSEA SEPTIC STORMWATER DRAINMIE MANIDIE W SMALL PINES. SCRUB QAKBI TO REMAM. r \ P ' ® \ \ •q yv \ P �I {7'�/ ® ® 111 ry�. WrrVN .q. . > , ® ® \ PT \\ ,® \\ ® / / 3 / /' ' ''SERVICE / , / PROPOSED STOHMWATER DRAINAGE STRUCTURE W ^ O �b `b �' \\ 3 `A• 2.M"" a 3\a�"> ® \ \\® ,3 \® / \� 6 //� / �/ /• 'y t 0 MITERED END SECTION U Z� Z. \„\ .,� I ,•\ ® \ \ \ r J $ WRUCNRE TAG (SEE THIS SHEET FOR TABLES) •� / // SEE DETAIL ® SANITARY SEAR MANHIX.E y ♦ `\ � �':_. �'�`��-, .i ® \\ \ `® '�> � / u�s'sI / / /�N ® to \ ® I W��' PROPOSED WATER MAM '�UA/� ^ J a\ \ `\\ a \ ® 'es\\ \ilm` ^ / t ?� zls� ♦.�' �y /% /.� ' PRGPLTseD SANTARl SEWER VJ 9, `-, a!y \ `�•� Trb \ "\i P Yr s RNA i / O / , ?n / 0 '—•---•--- EKBIRIO 6ANPTARV SEINER PRIVATE(/® lip // '•b---DiN� EKIsnNc wnrEN MAD( - r _: ♦ \ \'a \ . � ® `\ 3 3w � / �. \S4/a2.a01I ---Pwi— EXISTING FOIN:E MNN 4bS\ 1 aY, \\`\ "\3�a .\-\"-',(°-. 'e\ d . �®®®®\\\ `•'`§r ///e®'3�'%.e' .,-• --IL—P�EKIMNOSTOItN\ CTTOwOIWOBGATE VALVENVAZ7 im Z -CONSTTEW.JWRER { EXISTING GRAM -9MZ0 Q / .( b \ \ \ �' 'tr'•;.. ® `\ •n-I / w3 X3" /V4p, �/ PROPOSED L,'RADE Q /0- l4a,". 6` `\ / ® 3 / EXTEND CONNE CT AFID F1u6TWG flRE 11YDRAM (D W "L so 3 3� '•b 3• A // EXTENOM6.1 (7 V• W +>(\�[�� 3 � `\ . �b �'-• � • �` >'• �, � 2I.• � I" PROPOSED FINE HTURAM / + �' •'$' \ ' '$ \ _ a CON ST SMALL M I Q — / ADMcerrrO SWBT'�X / " EXISTING SIMLLK Z ~ / ♦ ` \ TO COMA( 1lYd ECG"^ , f Z J RUNOFF `> • E// .(, r jA I PROPOSE"CUICREfE IS. TNIDO QR To Q \ // ♦ ba \' x3 X , �, •>Ch� •3 0 I I PROPCN4EDABPXALT PAVEMENT �!' �OPTKkUL a \ t� \ 3M• • y" !e / .T ! /! "' B' 10'CODUDLA ``\\ \Q gyp, �` Q�OQ� ' / 7�/(q/(�y/ CXNFAINK FENCE W 'y'?\'•A -L-•• `�13 >$,q' aia• // ./ 3• r/.i �'- `"b' i ® CANOPYCOLUMN AI.O f00TNG �= ` / EJO"MVEGUATION(PALUMO`S,Y $' W$V�g~D"�!~•�'D �/�'�^P' �I ® EIECTRICrTLIRANSFORMe+ O F / SMALL PINES, SCPUBOAKS)TO REMAIN \ \ ) �'ifawe �� 3J / / !., / y F Z b\ \ DIeD.,.. -r '•e� / ° / /'� I ® cAHle rvswc N � J DRAIINGE'STRUOTFE6CHEa11E \ \ • \EMST IY/•p+'p � %_ SIGN ,! / J.,/:'r J W O ♦ \ " \ E 'Ay'y�p al / / // -�-� DIRECTICIIOFFLOW d'm \ STRLICRIIIE DESQ10•RtxL TOP BLEW NNV Sm ENV WINV MUSL'ENANEOU6 ` `i 61 'Y..;/ O.EMlO"- ZQ x"MBER ELL, BLEW ELEV ELEV \ 3 \ •J �`� f" �' p // ••��/ . w DI F-OGET 23M 20W \ \ O'Lia,a Bf / ~ — ♦ \ / - AREA TOREMAIN EXISRNJ GRADE. NATNETREESe Q Q P7 F-INLET a.5p m]0 11" 2BL0 ♦ \ � I m Q IM EXISMOPHA VEOETATIONTORENAIN. 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ACCESSIBLE RoUTEu THROL01 PLANTERS EHALLSE LEVEL WTN TWESURROUNONG PAVEWE OR PROVIDE CURB RAMPSAT EACH END LATH AMINWUY 43-LCYEL LANOWG N BE7IAEEN. 6 THE-CCBSBLE ROUTE INFRONT OF PlLL•N PARKING SHALL BE A MryDW DEN• WOE AND NOT RiPV.:PaA BY VENaIE OVERHAN GS. CURSING SIGN POSTS. M OINEROBBTRUCTIONS. SSFECMLFUM RLLESAPPLYFORAWRIMEGREATFRTHANC WCWDMBVTWTT,WANTEDNRF.STRIMT CNSLOPE. TOTAL RISE BETWEEN LANDINGS. MU USEOF HMDFMLS. PER RMG I1 .& PUBLIC SmFWMX CLIPS RAMPS CLWSTRILI WTON A PUBLIC ROW OF WAY, IN ABSENCE OF LOCAL ROADWAY GUDEUFES. WI SLL MEET WE REQUIREMENTS OF F D OT INDEX BBL & W RB RANVS SHALL WYE A DELECTABLE WARNING EXTENDWG THE MALL WUTFI AND DEPIN OF THE RAMP SAWCLrr TLILLDFPTH OF SLAB A DISTANCE WN®NTELYPROR N BACK FROM EXISTING EDGETOENSUR[A !STALINGPAVEMENT STRAIGHTEDGE ALONG ENTIRE LENGTHOF SEALANT. PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE PCG JOINT(SEE DETAIL BLOWUP) APPROVAL PRIOR TO SAW CUTTING EXISTING PROPOSED PAVEMENT PAVEMET tWI¢ DC SY PNA ED DRILL I); DN HOLEFOR y' W WEL .ID V DM NOTE 'Y' SWMSE CTWFL FGRY' W WEL ANH PN5TML FOR T THICK PAVENEWII DOWEL WIN NON,SHRNt GROUT. )y SDWJE lkWYEI FUR APPLY'CURNOtX2MPO1R0) lTOSTHICX PAVEMENTS. 17MUREORCUTISPUSH OSUBFACEAtA SPACE DOAEISATMENT WTIFACFOi EaSTWG iOVFRM'E HATE OF SM SF WNDT GR€Aff WWEL SLAB MU PF.ROW ON #ACT AS A BOND S.W'AWR AY'EAST 40HTAIRS PIBORTOPACING NEW SUB CONSTRUCTION JOINT TO EXISTING PAVEMENT CONSTRUCTION JOINT WAITAS LONGAS FEASWLETO DEAL TONTBTO ALLOWCONCRETE AWJOI OE- TOOCCU0.IFPROR TO I. REiSAWG IMMEDIATELY PRIOR N INSTALLING NPNTl T ENSLIRE JOINT SFALANTNACS CLEAN, MY AND SIDE PAVEMENT ` PREPARED PKMONS. FACTWEAND8DE3 \\\\y REWNMENMR MAN Ta BUT NOT LESS THANY.' PAVEMENT SEALANT \ ` OLOSEDC¢LBACIfER l r RW.TYPICALLYY'N YA'LARGER TIMAXW WIDTH. %' FIRST SAWCUr Y.' SECt1ND uAwair IPA REQUIRED) P NOTES'. 1, ENSURE, JOINTS ME CLEAN AND DRY PRIOR TO THE APPLICATIONCIF TIE JOINTSEAANT 2 INSTALL CLOSED CELL BACIER ROD AFTER JOINTS HAVE BEEN CLEANFD AND MFO IN AC YIRDAWIF VIfl1N SEALANT NANVFACTIRER5 REQUIREMENTS J. NSTAI.L ML'KE'R TMA7 WNSISTEM AID UNIYORM CEPM A JOINT SEALAMAP+LCATTON SHALLINEINSYNICTCOMPLNNCE VRH SEALANT WNVFACTVMWS REOIIRF.WNTS PCC JOINT DETAIL BLOW-UP NTYP I CONCRETE JOINT DETAILS Ucz N J 4 aBDi Q � a QI ITT �b=jq 0 'SZW�Q SmQ O 2 w �'w� � qs�� 111 J 2 o m N Z<JLL LIT � fY W V ry _J a . _D °z A U � " Z in Z _ Z LLJ (J w J_ > Or F- 0 Q 0 Z) EL W U Q } H O Z ®0 U 'Al Z q Q� r�v,a mmwz ZLL.I(1)4 011 o ix W ? Q D- O 'i SFFEI C-501 PRWECI NO- 18-143 � � s.�1�41 � i4• r r D•f r 11 r Se tX• ii Tf i6 B �INREo ry O 1oOQ� 00 \I 2! PLAN `CENIEROF BOx b, I II LOGTIONREPsae- pp,rett 1 s4.4.:rrX' b EIP. E)^DIP H•r -M- za TYPE C CAST [RON GRATE APPRp% WDILM]]6 UB � i N rtL m IETBO � SEE FDDT BTAMMRD D€slGv 3 � J XBE%QWI i ammo A�A III SAND P SECTION Ir�oc a TYPE C STEEL CRATE SmAasxr BAnNr.X• HORIZONTAL WAIL REINFORCING REIGUINETMRe 1 X•.y,• SCHEDULES (TABLE 1) TRAt89 r.Y.• APPI(ON WgGXf 1M L6F -')TE 6Tm OPATESME PEDW PEDON NLFfS WM MAIL SPACING TRAVEII6PFLE 6LOTS/NOONINIETS VARRE BGYCLE AREA TRAITIC IapMICIMTED WALL DEPTH SCHEDULE (p!M.) I rfxFwLxDIFs 8AR3 �� 1. rNREIMEri NEBUrANEFUR Bx.TtLETMFFlGNIOAIEmBEYEEON DrtcnEs.A®wrsAro OINFRAAFAasUBRKI m IIFRFRYERRTNIPFlELOeNxm i lMTMENOrTOREPLACEDIHARFAS WBIEGT IOANY IEAVT YWE¢LO,Da. D'-fa' pr2 f110 IF M �F4'INF14 wYBF. PIACTDINARGa PAftf fYOISAaNNLL PFDFSTPNN W BYGNAaIYJIp4CN£OARTA4N0PAVEMEM ANAB WPPE PE<{STNNRS GALA YAW APO1Np THE MLYT. 2 �LF:19AU1E<Tro MNMM DFRNR gIDUID BF tl%6TMKlT.D VAfNMIf MOIa OFBNS MA%xIMEM NIEI9 ®IDUID BEGUIBIWMTpXVAW stets aarTTal wuraLoarmwnfN mAwYnr clFpRznE4 THE--- PEIESDVAN99WLXpYF TWVEf6IatF61DTS. IE TYPE CHE YmFr.Allax am ErAiDcAsa�NEvxmxgiL TxaxsuL�aYin DiuL�iw�i REmEIL1E1p� YANYIIY %PESVE' A SIFsmL4�PAlE94tliaTO EUSF➢ WII�1L NlEnl WPAEYL1ti1ElRAFFG 6 2d Y4U L-1i PPE AH�L$ ADINEAGD�T PDX OII e1tl16RA. TE'L OKAY. NIFB wrN IMYFItB/,Nt 1'-I•WJ.L-Jf PPV01 MERLM IWNPEENTERSAZd YYLU DnwNDPEBCILIFrP,VgLIB NOfAMCIwYBE USFDOlINF18YmmD1n ren NIMEII GAsnRa GRBTEDI ORArFewYBE YRFD Gx INAVFpbABlE 6LOf8. bUBRtT IU lIE ABOVE. snNNNIEAINnJFGGMTFI66PELPRDN F �gAXS, FIMERn1EdlEFIGMTE.MRYPGKVN113 LATER FABRIPA1px, fABTRpI GRATE WY BEUlED.UNIFRSTRE f1MR66nfWIplE TIP prnlYAAnrrPE A RECO1NEImm wnxuu PFE baF¢ M1aW AlE FDR mxcIE1E PP_ sYE FER U1161 TYPEb OF %PEIWSTBE GNEfJED FOR qT. b. ALLIXPDBED®(fSANDCORNf%61WA BEYTJNIPFAORTUpEDm'f- Rwua n mNGREIEFREI AAVFm.rTDBE IR®DX NLEreYmxart IKnTs AND InIETs VATX NWTMYER4AYf MD14 WLY WG.H CAYED FOPWTIEPIINB, BYI pEDUREDONALL IMVEP4ANEBLOT META GDBTTOBF. NLLUDEDNCIN1ROCT UNITPWCEim NIFR.OUNmnFB NI(AYIIARE A'NRIx-NWAINYI QIY. T 1TNVEI16PDtE 9WrbmN6lRIIt1ID N f>]E'lltlfr N1F1991YLLBEPADFCR A4 . P.w1YLFtam (PADNALI.R D ...OFvprYFxraFE VER9AME4Lnf.HIE14lPARTW I PoR [bSTNENLETF- a acttwt rO BE usm Lw Au N IErs XGr IAGTFD w vAvm AIRs1a AND vuD .0,1 UNUfAmNYHACYWNfPLACEFmPDWRAN 0. FOR BUPPIFMDII4IY fATNL3 SY:E PoOr aTANMIa) IIQFI(DErA1. F 3N. 10. AM.—.ElUIOE®GWsTtMYMN,fHIYNUMEaa OIXNM'BE N01FD BWGtt1bEUUT W BEM PoR 114 CLEMAALEAfOUXO gfti OPB11Xn frW WL Lnf MDapN4.M W RABfM.4�0AI FAM bMEOf PPPmFNN4 FDOT TYPE'C' INLET 9GlE HTS R 12) J' NOTCH BW. 210r IRGM 9IOE9) 1\ � 1\ , TYPE TT CONTROL STRUCTURE W gf®.(FATE TOP: wsr BOT: 11,W 63�752SI I _ EXISTGRADE:r317 I FN I MAra1 ENsr i � � I I� I I I 13.14�J_ 1 .aN e - 20U Ur CMP �i RECOHSITILCTa1" G MI MHEIDBT 1 IBDO ------T----------------- A m ID-101 CONTROL STRUCTURE DETAIL S'l)' F vj.TST BI A M 3 N a PLAN 4'O 3M•CHAMFf:R OR -w I -woo r --r----r--- ITO,C. 1 I "*So Pg3 4) iz€ Z f�/P REG15T $ Y I� 1 I i 11 lWE I EYEBOLT I STANDARD 6TAXDARD OESION I MASONRY SEAL INOE%42011 I -EXTRA M GIVE AND ABOVE PIPE OPENING SCHEMATIC FOR PRECASTINLETSCENTEEACH SEEFOOTINDE%BXII LOCATION LOCATION REFERENCE PIPE OPENINGS j �f CHAMFEROR =3N'CHAMFER OR 1 "is II >- a MBARS* 111! 12.O.c M BAR9®11'O.C. (B'SIAB) J L MBARse %U SOD OFl W O.f (PRECASl`W SLAB) IF" L1�l d SECTION AA SSd SW L� �____.,I-C, >SECTION CC 0o r1 olri►10 o1IAT SECTION DO SOD lr 1Y 1r 1r - ..veto L�'- 3' C�FTEM PAVEMENT TYPE F STEEL GRATE I.UETT S� D PIPE ',LX- i fASTOF PAMHG...d ,D®N COa1 a NLET- PAVEMENT AND SODDDING HORIZONTAL WALL REINFORCING SCHEDULES TYPE FINLET(TABLE 1) MAX SPACING WALL DEPTH SCHEDULE AREA (Ln.91L) BARS WWF 014 .12 0_20 IT T 41P I AG 02D f s r-12' M.3 0.24 W Y 1219 I WECW.t Ea f 4• NGTE. I 1 Rti)ONMENDEOS�S ARE WR CONCRETE PIPE. 92E6I FOR OMFTT TYP€S OF NPE MUST BE VERIFIED FOR iR W IIOCOROANCE VAM FOOT STANOARp INOE%F201, FOR LARGER PIPE SAS SEE NOTE FA NUTE5 1. TIESEN SMEE€TM.E WUSE IN OTTCXES, MEOMNS, PAVEALMTArEwx OR OTHETRARFAB 9UBECT TDHEAW WHm IDAD.S. MNMPI. TxBIM3, AND B4YELE TwFFlG INS INLETwY BE %ACED INARFAS BUBIECTTOOCGSIONN PEDESRnW TMRIC SUfN AS LANDSCM®MEAS ANp PAYFAENFANEAB NNOtE PEDESTRIAN EDESTTm-YCIYEUL%ARF0n11NNDTHEINFLDr RMRm EENTCIS PIRM ImORRGFt4 IS fFGTER THAN rAs,41IXMI W fp]T9TpNGVtO DIDIXit1B INSET B sAtP11 Al1HRNArEGDRATE ISRRSIFlEOW%ANb. THE CJRgIE ISTO BF.xOT OP !. WTIEW.UDAFMAAY BFABRNIWGMADON TENATE B6TRTUREBOTiEMGFOOT SNIMNEIXET0043TBERA DFm UNRMECONMACTUITRORtHEDTBW)(YFXJIOT DEYTXIFA. .. Au EmcsmlJx+FepxD inRHLns sNAu IL x ONANRR oR roouv ro r NAUIsU 4. FOR ST-OCT EMAI OHTMIS SEE LOOT STANDARD ER U OF AAII IENFO(XNTi RI1PMEGD WLTwIMrYIN WTI[ UMEB9 OTNERP11ty=NOTED HERS YOIISCUf OktlENf TLNII•I?EIJATWAROLIM%NEOPMN3. PRfAA[N rNt APDmONALN BAR ABGVEANDAT FACJIV6IDE UT PIPEptiNN6 • OTXFPOTHFR FNRION9 APF PoRRLIM PRECASTAIU IMST INPI.ACF IKEiBUNl.E6S W4£ NOTED FDOT TYPE IF' INLET SIMENTS. OUTLET PIPE FNISH GRADE NANN COVER RAMEANO MAY BE OFFSET RAMNECKGASKET OR EQUAL - ADDITIONAL REINFORCING _ RARS REGUIREDAT THE OPENING IF SLAB R TO BE TRAFFIC REARING PIPE :;•'� INVERT INCNHOLE US.F.pWG i41p OR I EOUILL MANNOLE COVER LETTEPR MANI®•ORNWTGE' ORbTOiLAT ELEVATION TOP VIEW 1.f107E: L ALL DMISNGEMAN OUESTO BE CONSRAMITRUCTED N DEPIHOF4CE WITLSTRUCT RAL 2 AILDRAWA J, MANE. STAND R CONSTRUCTED WITH MANHOLE TOP TYPE SOTIVNIS. TYPE P AfID J, F.O.0.T.9TANOARD BmIX Na 2m, WITH W WNDLE TOP TYPE & F.D.W..0.T. BTANDARp INDIX Na 201. TYPICAL DRAINAGE JUNCTION MANHOLE KT.% LLDNOS -, �I LIMITS OF BUD DF � Soo 7OEDGE FRROANEWA DRY OFF DIR9 R ROADWAY SOD OF SOD VARIES (B YOU.) C STRUCTYCLNCRETE EXTENSION PER FOOT .. IESN3N WO R FOR swE DTRA045Aws CLLVERTTYPEPERPLAN 1N11. SIDEDRCNGRADE MBAR �r�f - � b I� BIT COATED CMP SHALL BE USED ATALL SEEFOOTINDE%NOUZ2nAS M E S SECTIONS FOR ADS CULVERTS APPLOABIE WRCDIYSTRLCTION DETAILS WNC. JACKET OR OMER APPROVED OF MITERED END. DETAILS, DWENS.. ETC TPANSITON(FORMED METAL BAND) DEPENDONTYPENM[IDWOPPIPE SHALLBE USED TOCOUPLE THE PIPES SNEORAINSFDOTII.OE%278 31h3lWTHC 4•TIIREADEDBRASS CROSSORAINSFDOTIMMM CONC.PADW CLEAN DLit CAP B'16' 10N0 W.W.F. MITERED END SECTION. N.T.N r-------------- 1 I 0 i I I I 1 I I I I /-- GRADE AND PAVE AS PER PLAN SANITARY TEE r 2b MIN. LIQUID LEVEL } f9UP.THREAD IXEAHOUTCOLPLIND PAVING. BASE COURSE. J7 . \' 4•PVCPIPE ANDCOMPACTIONASPER CIE.NWT TMCAL TRENCH DETAILS BERUCEU PLAN le III i DEPTH AS KR�--IJ---W- 11111 AT NONTRAF H C BEAR W G AREAS C ..C. PAD IS NOT REQUIRED, AND CAP MAY BE PVC. TYPICAL CLEAWOUT DETAIL N.T.S INLET PIPE (FROM BUILDING) 94 BARS IT' - I / EACH WAY WirP.) l r.OUTLET SWEEP 3- MAX FROM I4 I \ BOTTOM OF TANK J (\ `- NOTE SECTION VIEW INSIDE DIMENSIONS ARE TO BE Vx 4' NTS NOTES, I ALL PIPING SHALL BE A MIN. OF 4- TYPE ASTM D 3034-SDR35. 2. PIPING SHALL BE INSTALLED USING A CONC MANHOLE ADAPTER 3 SANITARY T OUTLET SHALL BE INSTALLED 4" INSIDE MANHOLE WALL 4 TANK SHALL BE 750 GALLON TANK, OR ADDITIONAL COMBINATIONS OF THESE TANKS 5. TANK AND LID MUST BE TRAFFIC BEARING B WALLS AND BOTTOM SLABS MIN 4" THICK REINFORCED CONCRETE 7. TOP SLAB MIN S"THICK REINFORCED CONCRETE S. SECTIONS SHALL BE JOINED AND SEALED WITH MIN 1.34' `RANI-NEK" SEALER OR EQUIVALENT TO FORM A WATERTIGHT SEAL 9. TRAFFIC RING AND COVER BY U.S. FOUNDRY STYLE 33A OR APPROVED EQUAL ® POLLUTANT INTERCEPTOR DETAIL ,o O i 33! B � E J 0. <� Ox ZmU. A. Q mp W g J W _1 O Lu F- L% m �l'F �rc Npl WW rr CA W 2LLmLL W � � W�'Ul Cm M1 U � W VJ L'3 'I- W C7 CC r 0 N Z N j VA. 0 0 �Zas Q 0 Q in zLaUW)¢ 00 0 0 CC Z a sN r C-502 PRa[cl rvE. � 1� 8 t 2V SETBACKAIA OPAQUE AMERONBOATBRVBTORAGELOT LANDSCAPE BUFFER I ARMNURYBLVD. MOD. MWAI CURB SIGN R4-] WAMAVOATES R4 T SIGN - 30A` PROPOS ..GRACE ED �IgI�1�-,-III I 000R. 0 CVRB1 IP i 3Qa 23a I \ 24 \' 2D0' � •'` �-_- 1T ADS ,IL-- 1SA08 ICISTNNG \ T - EI 20v 117 1BP ADS TYPEFINLET ♦. B-pVC WM I • 1Ba EILWADS 14P ! 14P SECTION THRU ENTRANCE ' C a.ALcr.+v EXISTING VEGETATION (PALMETTOS. SMALL PINES, SCRUB OAI(S) TO REMAIN., Q PROPOSED Q CANOPY IWROW WEE AMERONBOATARVSTORAGELOT NESTBOIINO SEBABTAN BL1D. IT 29SETBACKANOOPA- E 7TO FACE COLUMN (OR..512) EX.SD LANDSCAPE B):r OFFENCE m,� S'CIWNUNK T FENCE CRRDES® '� !• (BlACK3 20,0' 00, +Ma .% I ETLISIING •_.« lea lea 4 0 14.a - SUFFERAREAIMPACTED / SHALL SE RESTORED THRU EAST PROPERTY LINE %VM NATIVE VEGETATION BUFFER AREA IMPACTED ZVSETBACKANOOPAQUE R SHALL BE RMORED LANDSCAPE BUFFER MATH NATIVEVEGETATION I EDSTINGVEGETAMON(PALMETTOS. SCHIUNUNK 4 TI SMALL PINES, SCRUB CAS) TO REMAIN Q1 FENCE m (BLACK) 3TLa I � aaa' 2a.vr 1I ^� � I �a zavC ��sJJI �- t' - 2BD• mv no ------- Y I n.. y �•. _i=------ as IUlCl1 14D' I Wr GQSECTION THRU NORTH PROPERTY LINE wic.r-re' PROPOSED / AMERON BOAT M RV STORAGE LOT , %f ASHBURY SLBDMSION 4- 2TI SETBAOKAND OPAQUE �� IAFffiCAPE BUFFER 2D.c •W•'T - ' Da a' 26 d 235.. T v' W I 2B P 2s.a llt'' ,-+. s�]1�1�7L��)/ .•:+ no 'MATCH 30.E IF_ WSrtw 1 20.7 ,evGRADE ITv, G law ,B 14a BUFFERAREAIMPACTED 14P SHALL BE RESTORED E) STINGVEGETATION IPALMETOS. VATH NATIVE VEGETATION � SMALL PINES. SCRUB OAKS) TO REMNN. 0 / G � SECTION THRU NORTH PROPERTY LINE ®RETENTION \., .-..� Fete r-v GENRAORETFlE OINAS UA TE%EA SNAU. SE BETTER TW W OR E WNALENTTO20 FEETDAY. • COMPAO11ONOFALLRETENTIONAREAFILLSHAILBECOWACTm TO 95%OF THE MODIFIED PROCTOR. EACH LAYER OF FILL SHALL BECOMPACTEDAS NECESSARYTOOSTAIN THAT DENSITY, AMU IS TOBECERTIFIEDBYTHEGEOTECHINCALENGN RATTHEVME OF CONSTRUCTION. NO CW PACTION EQUPNENTSHALL 1RAV615EANYPIPE UNTIL MINIMUM COVER IS PLACED WEN PIPE TO PREVENT DAMAGE TO THE PIPE • THEDISTRIBUIFTCNOFWTERALS THROUGHOUT EACH ZONE SHALL BE ESSENTIALLY UNIFORM, AND THE FILL SHALL BE FREE FROM LENSES. POCKETS. STREAKS OR LAYERS OF MATERIAL DIFFERING SUBSTANTIALLY IN TE (7URE, MOISTURECONTENT. OR GRAUNT1 FROM THE SURROUNDING MATERIAL • THE TOP SURFACES OF EMBANKMENTS SHALL BE MAINTAINED APPROXIMATELY LEVEL WRING CO NSTRUCTION EXCEPTnWTA CROWNOR CROSSSLOW OF APPROXIMATELY 2 PERCENTSHALL BE MAINTAINED TO ENSURE EFFECTIVE DRAINAGE • EBARIOAENTS TO BE BUILT EYTENDINGAN DUSTING EMBARKMENT SHALL EE CONSTRUCTEOAS DESCRIBED ABOVE AND BUILTSO THUTTHESLOPE OFTHE BONDING SURFACES BEMEEN EMBANKMENT IN PLACEAND EMBANKMENTTO GE PLACED S NOT STEEPER TAN 3 FEET HORIZONTAL TO I FOOT VERTICAL THE BONDING SURFACE OF THE EMBANKMENT IN PLACE SHALL BE STRIPPED OF ALL MATERIAL NOT MEETING THE REQUIREMENTS OF THIS SPECIFICATION AND SHALL BE SCARIFIED, MOISTENED ANDRECOMPACTEDLMEN TIE NEW FILL IS PLACED AGAINST RAS NEEDED Tb ENSURE AGOOD BW D NTTN TINE NEWRLLANDWOBTAINTHESPECIFIEDMaI MECOMENT AND DENBTYAT THECONTACT OF THE IN PLACE AND NEW FILLS. • TINE EMBANg M MWRECONT TWYBEABCrVEOPTIMM AND MAY REWIRE MECHANICAL DRYING PRIOR W REPLACING AND BACKFILLING TOOBTAIN SPECIFIED COMPACTION SPECIFICATK)N, THE COSTTO PERFORM THMORANY OTHER SOIL OWING S CONSIDERED INCIDENTAL TOTHEYARKAHO SHALL BE INCLUDED IN THE EARTHWORK COST. GENERAL GRADING NOTES: 1. ALL SIDEWAXS, NEW a RECWSTRUCTED SHALL MEET ADP REQUIREMENTS' MAY 2%CROSS SLOPE 12 MAX B%LONGITUDINAL SLOPE 1.1 MUI 15' LANDING ATCHANGE IN DIRECTION, AT 2% MAXSLOPE ALL I•AYS L4 MAX 121 SLOPE MNIP INLENOTH FOR RAMPS. LENGTHMAYBE INCREASE IF HANOFAIL IS PIIOVIDED 2 AU. SLOP ES 6:I OR STEEPER SWILL BE STABILIZED WTH SOD. 3 PAVEMENTSHOLMN3®21LTSH NWBELESSTNANI.5% 4 SOEVMLK SHOVANG®1%. R SHALL NOT BE MORE THAN 2 OR LESS THAT I"A US TING VEGETATION (PALMETTOS, PROPO�D : SMALL PINES SCRUB OAKS) TO REMAIN. R. CANOPY R PRoPosEDi I W R O W �EAMERON BOAT & RV STORAGE LOT �' CANOW NESTSOUM)SESASTIAN BLVD' V I X SETBACK AND OPAQUE '•j 1. RO.W. WEE AMERONBOATS RV STORAGE LOT R (C..512) EX. BD LANOSCAPEBUFFER EXSTNO VEGE ATIONIPALMETTOg. 6' 2a SETBACK PkD UE 4'WFACE CANOPY /' EX, SD LANIDTxAR OFFENCE m COLUMN SMALL PINES SCRU80AI(G)TO REWJN. -' I,!•�f-•7L /// J . 6 5•�- T} ��II FFEN�CEKINK� (T/ rP�IPDRROAPDOESFD 3aP --•..� gB.a Ma_ .. / (III STIND FL• .^ �" " MATCH 2Ntd no' I c b!9 t I t �I 28v u.a F _ _ _ _ % - r----_ r it 13.r oclsnxa '1)iG' d3, ma Mw a.d - - I 1V ..f I .ILA _I _•_ - 24,d - - r dAkF&I A` 24.9 aQ-�=. - l a- - - 2. Is= .It1 1Ba 16a PROPOSED J fla 1 iBd � I -DE le.d 14.0 ~ I - - 14w TIP BUFFER AREAIMPACTED SHAM BE RESTORED WITH NATIVE VEGETATION C SECTION THRU EAST PROPERTY LINE @ RETENTION H SECTION THRU EAST PROPERTY LINE AMERON BOAT & W STORAOE LOT R SEBASTIAN ELEMENTARY SCHOOL It - PROPOSED It FROPOS - CANOPY CANOPY - EXISTING VHGETATION(PALMETTOS 0 :d SETBACK PHO OPAQUE 100•ROW TP�E PMERON BOATS -STORAGE LOT m'R.D.W AMEMON BOAT A RV STORAGE LOT/I-- SMPll PINES, SCRUB GIVS)TO REMAIN 1 LANDSCAPE BUFFER '�DUSTNG VEGETATION(PALMETTOS, - SMALL PINE5, SC0.UBOARSj TOREMAIN S 2a gETBACKANO OPAQUE 2•WFACE rCAFIOPY PROPOSED J '/. Q EX.FN_- Lq�[ PESUFFER _ OFFENCE ® �COI.UMN of <,�IANDSCAPESETBACKARBL6FMOOM0�® 145 CANOPY 'e•� �X'. /Y.,, 4. ly�lr - FCIWNJNK lttP% PROPOSED L )- WNUNK 4' PROPOSED 300� TREE - 3'QEAR PROM ...., _ FENCE GRADE FENCE GRACE no, .,,.. 1I(.. .----EXISTINNG -.-._ � I _. m0 2Bd - SIDEWALK \ \ _.��r `+ -. (BwcK) /, II B.d 2e.a � 4f`.� ,�I /i l,' .free - 2Sa 22 D' [ 1 24.0' 26a _ _ I` �yI r\ (95 i '' �• y. 'G '{� D• Tlaii Y - , }� 22a' b1.P _ 20.d 9LD' _- J ---Y'7 - I �/ ��+���•y] N,O 20.0' .` t FntmmnM I 21.0 22d --`C� �L1�J TIT ma ao' - M1;v MAWH 1B0' 7AOF _ le.tl 20d `� mil' r yJ EXISTIG ma tow t- MAWN� EXISTING SUITING !8 a' t6a 1B a' --- - - I• ••••s 18v 140 14.0' I !cu t6a; 1 1Stl tea /I - 1e.0 14 I - -II,P t4.tl H.v BUFFERAREA�ACTED - 14BUFFER AREA S•T REDO / D SECTION THRU WEST PROPERTY LINE �T RETENTION SHALL BE RESTORED - EXISTING VEGETATION(PALMETTOS SFALLBERESORED NTH NATIVE VEGETATION SMALL PINLi, 9CRUB OA S) TO REMAIN NTTH NATIVE VEGETATION SECTION THRU EAST PROPERTY LINEQ J SECTION THRU EAST PROPERTY LINE V t ,P G �L•. r w PROPOSED TREE AMEROx BOATI&WSTORAGELOT TREE R SEBASPANELEMENTARY SCHOOL 3a ORNEASLE I.7 I WSETBACKANDOPAWE tBIANE 151AHE I LANDSWE BUFFER r TO FACE 1 EXISTINGVEGETATICN (PAIAlETT03 Q OFFENCE f ` .SMALLPINES,SERI190AK5)TOREMAUN. 0 6 CHUNLKAL 30.a� - . BL`C:NI g' cj. -- 300' PROPOSED 20.0' ug MIT IWADS law � E%TSYBI r B' f4a - BUFFET AREA ♦MWACTED M.0• SHAIIBERESTORED YATH NA7IVEVEGETAnON SECTION THRU WEST PROPERTY UNc C30 a Z 0 H U W N W 0 0 Z v))>"7O � m Qaw H Q inQ m m W Z ZWv)a 0 N O w a 13 13 DI-1 1 C-503 t NOTES: PLAN VIEW IF =T 41- .a..�,n,raM�a. § � K r � 1 L���_ _ITer It PLeFE AN VIEW ELEVATION INDLANRIVERCOUNTY IFIRE HYDRANT& VALVE INDIAN RIVER COUNTY IND.ANRIVERCOUNTY IND1N=CO11 DE LITY SERVICES LOCATIONS DEPARTMENT OF VALVE NOTES FIRE HYDRANT DETAIL W-2 T OF FIRE HYDRANT DETAIL W-2 UTIPARIMENT OF W-1 DEPARTMENT OF DEPARTMENT UTILITY SERVICES A UTILITY SERVICES UTIUTYSER"CES NOTES A $ NOTES. 01 0 > 0: LL L 0 ee. fF 01 Figw METER BOX WITH LID TOP V.] EW 0. —�T R TOP NEW PER 4 0 SECTION VIEW ELEVATION INDIAN RIVER COUNTY INDIAN RIVER COUNTY METER BOX TYPICAL INDIAN RIVER COUNTY METER BOX W-4 DEPARTMENT OF IWATER SERVICE NOTES 1 ;74 DEPARTMENT OF DEPARTMENT OF A UTILITY SERVICES B UTILITY SERVICES OPEN BOTTOM W UTILITY SERVICES I INSTALLATIONS -1 W.6 NO 5: PLAN VIEW c ELEVATION MIX", ELEVATION 1 7—. TI ucrweaa T=,= ELEVATION p=m mom=coumy TEMPORARY SAMPLING INDLANRIVERCOLINTY FULL BORE FLUSHING INDIAN RIVER COUNTY JDV0USUE�D:CTORCCHECj "V' POINT W-8 V;q INDIAN I DOUBLE DETECTOR DEPARTMENT OF VALVE ASSEMBLY NOTES -10 DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF CHECKV. S=LY W-10 W UTILITY SERVICES UTILITY SERVICES CONNECTION UTILITY SERVICES (FIRE MAIN SERVICE) UTILITY SERVICES (FIRE MAIN SERVICE) (BACTERIOLOGICAL) -1 - _I N SERW E) A w uj iI =6-9 W, 20 LU F L 0 0 0 > U.J. ELEVATION NOTEM INDIAN RIVER COUNTY DEPARTMENT OF I MANUAL2"BLOWOFF W-3 J74 UTILITY SERVICES CZ a 0. I 2 goIf jr 0 U, In > co 2-.- ca rz > u. 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II II wn.vroe II III � II ...DD.aYXweD.� �ELEVATION XaD. no aewrps.or rvw�rw�cv�am+ INDIAN RIVER COUNTY STANDARD LATERAL DEPARTMENT E SHALLOW SEWER S-1 UTILITY SERVICES u i �� rwWr w L r ELEVATION A A A PLAN VIEW wnw..Xaa x.w xof euWwRrMMW,Y NOTES: oxawncais� �uneaew.Dc. sn oreern w u.relue Der... a u"`.•"ww.esa�a. .w."� rts��onumvJp1isa,�ism Tw INDIANRIVERCOUW-Y I MANHOLE STANDARD I >� DEPARTMENT OF SHALLOW S-6 UTILITY SEMACES J DN„Iaw, D. ELEVATION e�r�an�tiLayNt�f NOTES run,rnrwl.roa.asruYrou.X+Iae nY.1t6WY�TUE®"",� ��D MmnµNrtCDFFNY a«neemc. MWY�rL fl. Rr°'"eM101FAwsFa-0. Mnadlxm[S.NO,C °0 INDIAN RIVER COUNTY MANHOLE INFLUENTS DEPARTMENT OF UTIUTY SERVICES EFFLUENT PIPING DETAIL S-12 ELEVATIONS ass puwereanes rD,ss INDIANRIVEERCOUNn MODIFIED RISER DEPARTMENT OF LATERAL DEEP SEWER S-2 UTILITYSERACES A A PLAN VIEW D,Yr.r"� ••' ELEVATION NOT i .E8 mXexes6.i e�xmw. �"". oneaoia rnsacsnwav'rinr �xoe,w. , su'�wus�s ueD.,w<wa,a.Ipsauwwc snnD,sm INDIAN RIVER COUNTY I MANHOLESLAB-TOP VI -r- DEPARTMENTOF DETAILS 3-7 UTILITY SERVICES ELEVATION NO�S� mrmir, m"'"1eorep"�8W W __ i xnsm a�-LBE101"sew ,inl s"'aaiw.w' iue roEA1i.n.� ,wrm.ED a MnuLL6lYrD—.W IWO?6 AQ DMmrlo 65."NSMIE m> tiaW,E L0. INDVIN RIVER COUNOFry DEPARTMENT I FORCEMAINTIE-IN S-13 UTILITY SERVICES TO MANHOLE w I S-3 s ER va M'ELEVATION PLAN VIEW TDee Yem N.d mD.�.eoYaX,ea� NOTES: aF mwnm H, nwaw Y.re°nt w,wa i esi aumcan.r'""n 'wsr'm"n wwn.u,s Der,. s � �a.,"nas �vM1pia"`u"aDan�,iaosrw ,. Ras DXwpm sa. wream. INDIANDEPARTMENT OF I MANHOLE STANDARD I w' DEPARTMENTS S-S slTIU1"Y SERVICES DEEP INDIAN RIVER COUNTY DEPARTMENTOF SEWER LATERAL NOTES S-3 UTILITY SERVICES A ELEVATION -'• ayI PLAN VIEW TSMtlIDrn»p, NOTES: o'""w.x—mi,.rue"°�aosw� awmncm r"�irrwracerr a aswwu,s'�1wrae is�wnccntl` INDUW RIVERCOUNTY o�'aernr,.,walwee xro MANHOLE OUTSIDE DEPARTMENTOF UTILITY SERVICES I S-9 DROP -I GENERAL UTILITY NOTES: rtyy�aDrnY�,a..+peawnwu.Xorrlwwpum'repwewwW..rpY,n,r e se � `�°"i"w"i,",ar""`mro."ai. "na.roes'"wnwae""iei e�w'mun.n�'�°"iva• "� 'rmlrvmwwwerM,rpn,Xtl,erDM wesWvrw.n.we WnWgw,ru.a X,uW.m��nwDraRan.q.p�mwpo �" 0�""an°Yinu Xmil,N�n'f"'miunmuNY"uVRY "°�D"tl moa".ry'wxW4ur saus�.ror.nrair r'�'wm..wpwouw.rrolwramum wXw�,eppyy NnlltlefMaYIWMA1Ymw.,mYTawDo.W..NWpn.'�"YnY�l1Y'ru"'dp. • nYr1eRYDD°p"'".n�ei n,°r°'r,d"rrCe"a �eleeMNNLK TaX UMxprx eantl Mm,Irewenp r,nn,eeXwwr,renrp °n"rM�pa�"a'r.aa»n3"�:�&',�'b°rI�I,YI�'SI""°�"tl.•XrXD WW ye�n�',rnNuulim'eYn/Au C'M,antl • MWutlmrn" N�M.eMm X"ptlW" ewp oaLumoaXWtl,Wnlnoal.wlplNnY,aT SANITARY SEWERS - POLYVINYL CHLORIDE PIPE MANHOLE COVER -SECTION PLAN VIEW i MANHOLE FRAME - SECTION NOTES: ..uw,�..sr�-ral.cw.nvw,ar�nw�xu•..c, sr. INDIAN RIVER COUNTY I STANDARDMANHOLE _I ao- DEPARTMENTOF CASTING S-4 UTILITY SERVICES ELEVATION :rw PLAN VIEW 2R9SH�, wag. oaaX Xs i�+f1'� S4 NOTES: a a,a auwrm�'"iPewlac�"�wnwru""�mnnumnvxDprc"a. INDIAN RIVER COUNTY DEPARTMENT OF I MANHOLE INSIDE DROP S-10 UTILITY SERVICES NOTES ,er..e.wtlue.�rwDa.Dvm LYw.rwa.m r, awYr,.YDmDrW.r.�w�n. �rr..Xeti.Ma.,x.�..etl.D". w Y.e,Y.tlw, IW4r INDIAN RIVER COUNTY I DEPARTMENT OF MANHOLE NOTES S-5 UTILITY SERWACES - llo'T: ..uwm"�Y116nwe�.�op'�eea'�'nrmw"' w "xoc'' o 'iuin`s.e�ir."�Xevnmc, rm INDWANRNERCOUNT' I PIPE OPENING IN DEPARTMENOF T UTILITY SERVICES MANHOLE DETAIL j S-11 FORCE MAIN SPECIFICATIONS FORCE MAIN SPECIFICATIONS POLYETHYLENE PIPE SPECIFICATIONS; .rtlli�'l4xr.Yw.:"..°,:::Oetl4"•i".nw"aa"Y.Rw ..a�r.we.wYeprnpmr,..W,r": rIVL FORCEMAINS- POLYETHYLENE • A'm1O1re1M14 w� 1°"aiwsw"u w mains: IYma+wr MmYXre.swewevmtletlpm . rrsonuwlXmwYlenrxmrowwi.m'rr oe: ppw01ri.�¢rumseew°s",", o...ar.Wp.,•,wreewx.u%"puurow e. °�"ex,ar: NI:W"�nm,sTMp,wls. e""TM�'°ips°ii wiXwp10"iw "w.'wi11w",rr:urw"w°n`"°wsnwor°i"'urnz.emwr...urwewY W: M"�W:.aww r�pnpewr°rtlwrer YwY.Mu orelwtlpn ' ,,eau°�wla�in;�avwnv°i,,:auagemr��p.Dear,orpm ' "" °TM""MWYRM,""„%"aM'i.�I :n :a.,W..xmm,naop. wu�,�"'I",%°mrYn.wwn.nme.cauwpn � tl �r»uia�„nii °uYv tlae�Xeaa a m bwTM"rppyliveirpsXp�o �' "V11rw"".alwn1MY1� �"""D.aa�wu !�sassermpwm,�wXYaXnerm"e,Wu.urYurr,uw,a,r T�Y°1� o-x,Wr n,W,xarD.rl..rapipuv,luD,nLLr WWeN..6xYYGl.pwun�ulD.DwCp,gnm,.rM1.�rG�,X W„°M'urNnr."Y�ru "`mwm�x1w • �r""4M°I�I.sDnXnrorwp4Kn. �m..Yw Wwpr.X..mWnrb6nYrww ""'"w,P'uu W',"'.a m"r:,n�.Iu�i.m" R """YYMu"r.aC .O9pR,eXH.,IYDr eV.Ile*"°1IrmIN4r�al�aC�iP�4�°O'Y,R�WN10 wW��Y1fN YLLrdVNWinw, • vap.fau".ri, Y;p�.'xa"',�i,p ",Xn.I " ��RY °wWldlaanpAm.11 nw.mRW.Pe1�n Na�w'1fp ��.,..er.,.X,.�a,«F W'v • ya"pyYnM41��/IrwwNN ��OIrNtiwuNWrdwYpwrLnwoM,OfrN �nW.um�°a"n,.w°N1'ms"'e"i:"r wore'eWwiw:i°,�wl.Ww��Ym��v�Ww� .c,Yomi.ue�106m�sir`opiWir°°".u:,v�na'"'.:i'em° War e. ,.e. � o��'�w.a�.°•r"r�.+w w.w.ue sar�.�noalnmlo,e "w""°X:",..s:'•ane..Xi.Y4p�°m,w'n",w:.wne m. •*•ww,a�.: ..w.wv.,w.°...,. 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"wwo m.rw..r.,..,..�;'O'"ielwwD" wnwa"a p°"rina°'r."r'Y°aim"KY miMmam�rr.l"n w'eWrinn. rr �H..iw y�t�0iy»g4E Wl.�YiW MY��*e Wnaiwi:nv "Liu limr°"r�rraYr"Ya� "Aa'"'e" �wnp u4M ��nq • ATY �,�rc�rwrW.u,D.noa,nnr anreewowawew.� rcn" xw • el�a� WweYrtnulWneYaq,p,xWTY.. _ M..9MeK,MMnW AIMM ix"""nIL°iP'r R+w mnhN'"YLpXir gMeV"'Iee W,p X"�'1YM�ti'wmww°m .xe s-.`"Xr°v°.°Yw°�ris+.w ".a3Cn .rY�w..nXa.wamv".»:�.naw.Ya ,.erm..u.rurwmr .w , ter" ,I.wXw"newnrwrw,'"ia"'r m.p°'°""'mI .rtlWneunwu rc 0 N E � �1 U A o$ -j 0 d a 4� o$ O zgWs w ca W�� Lj pj j ®. e N U) J Q F O W Z 0 Q F W V UJ - co W a z (n>-1� " m U at Z F> 4 < ix ZW ViQ N Z a :ET C-506 PROJECT NO. 1�/ MOTES: za ATrsrvvrn \� c I . �{ vw,nusmw � aamrarryN��� o-FBrnwuor1 A�OwoNErwxo,m armuaavFle �.• 1��'L a _ a„vu„eN, ELEVATION Y¢aMNNauµ ENm1aFTALMblee ��IW CWUC,Ip1rnIN1O4we'Bedl NBEmI'Mm FftXTNa IMTmN10 � �E�u.'�'r�n',nNre. n +arMrNcloase, w.nvlr w,F,a•L w.rF,�i^uri�em¢emcanw%`N",rvum i°N"^'m"ua°A10A+Bm.�oe a� ° INDIAN RIVER COUNN TRENCH DETAIL v. INDIAN RIVER COUNTY INDIAN RIVER COUNTY TRENCH DETAIL (PAVED aYrio DE AR s�vicEs (UNPAVED EASEMENT) M-1 [wpTM e �� TRENCH DETAIL NOTES MES AUTILITY -1 PARm+uEN c I AREAS & SHOULDERSJ_I M-2 NOTES. INDIAN RIVER COUNTY I VALVE S BOX DETAIL -I '- DEPARTMENT OF M-6 UTILITY SERVICES NOTES A amNrNre.FNm � � � � T•ee„.„�.w w,m�m„� � 11 �• ,.m�.F.„�.ee �r I 1 � ELEVATION NOTES: a�wc,a�nmmew FmrvF.oeu Tne f¢wsmamm.„,izrm. z aFa,.FNeENBee„.roeerFaeF�„e w,uTfaraeafFmm,aiueT INDIAN RIVER COUNTY JACKS BORE DEPARTMENTOF CASING VENT & 7 UTILITY SERVICES END SEAL DETAILS _ I a,nei . Brue<.�m.nao,aa,ea al�.aa,ea�BaaBa�aeaaAr� ,w�.a�° PSI VIEW J 1 NDTEs: �.w Ew.¢ FF rAN,FB vrnwi. ee¢ NaTIe�¢ I�� �,bBa i^eo�vEj �T�mreNrliee nwi�wlm�vuv�se n. � FaNN�10., T¢veE NAlFmberFBTia6 "s�'wlnlJwN'�fmr' e'"iEum d,uuaeaz ^Onr^`cein.�me�mAi n°EiE`v e �tpckvUCE,aA,LNVaaMNr[¢o;af.vIDmLLT,e C°.T31T6 VALVEwa MAVIT4r �vAtVZUOw^a¢,^LLF N,MT¢TaraFYMEV.LLIEBGA l6EE INDIAN RIVER COUNTY DEPARTMENT OF I VALVE BOX PAD _I M-7 UTILITY SERVICES ELEVATION NOTES NOTES e CaBroNnh]6JITEl1'1SIwV.E„emfiNal.milFTCN1Eu INDIAN RIVER COUNTY AIR RE LEASE VALVE DEPARTMENT OF MANHOLE BELOW M.9 LMLNYSERMCES GROUND _ ELEVATION -SERVICE DETAIL In PLAN VIEW ELEVATION - VALVE BOX DETAIL NOTES wrswEwm.�Ar eN wnaw r¢erJREefE FwwNaxlrir rNyuN•�rlrriaarw�feiPaw n �a� �F.NmFF�,NArFa �.;ara�� INDLAN RIVER COUNTY + ' DEPARTMENT OF TRACE WIRE DETAILS M-14 UTILITY SERVICES F. a¢BmxRa V� Cea.EICF aFIBIaFa »l 9 m ^LLMiiN RE.IPAmFO rgf�JCMe VF I,O BB VIM M INDIAN RIVER COUNTY RESTRAINED PIPE DEPARTMENT OF I LENGTHS & SCHEDULE I M-3 EA UTILITY SERVICES NOTES runtyNLiiEVAATION NM No 8 a �T�alav xxme aanlrwry NFxE a. M�BIFJ@,b91E�i�9 IA�B�PIU�M��CN I•ICI4QCA, NiHA[®aNBINEamBEaFTFF CRWeNa. aEIeAEEVAIVyAar,a • f•#MNRBNE�AIVFEWroin TNANYwNYRi NCBW, INDIANRWERCOUNTY AIRRELEASEVALVE DEPARTMENT OF MANHOLEABOVE M-9 UTILITY SERVICES GROUND _ NOTES sTAm.� �a�F,�� ee,�cN,�x w � E.n. nor u,.oueuETw,lrN aaBE 'e�wv vm"E�•, ox,.mNas N,•u � cal,ee� m ,N. ENween u eCONfuRWim Nie s,rFn aflrFCllv6 weF.F,Ir n NaW®. � I¢mRO AYEr,Em wuw iNe r¢aBaaF Tnodrm Aruva •ro BE ¢a.crr�w.x BmFeufn¢° nI TN¢NuhwB. ABEuaT armor rauwrca x,„I TaFF WW,aIF,FCTE0.NNaLaBr WLL Na,ea Fm„e•A rt^lE WARE YOOAMe,H fiwlt i MEfu M1I T�4 i1Bpp�TKA,E RNE NpIREMK wpIFB, IDMF! as naua MBN FIIF°NVI W°GE,CFmnvpix INIF6aBTA,1(w'IA.o o^sr,ow.fNanaavl.�xr. ort,n¢ wm, alwau„B„wnBc.lm x aEa,Naam oA,uNl e.u1^sdlLMa¢CaaOpuNYplOwlBET6C,e^Nxeewsa�F lNemNVFrrt n0.N 1AT mElM fF Ev'1.1 faatai aN! rwN exN¢ 6lTm 1roM ^WCUWW W a aNE INro CNvI wPMu 00.^aKaW0.TEa faalYwiwul �m�Elhf�i Pie WIeBL4�reHONNW TrE aPMW �ttIM6rN,IL Vm'a aaNr0.aL �NPLW� IFUtahM NitO INFa.Tu-N Ae NATFA w EE,rEa, eNu. NAP¢ , EfET rlEivsTN area mlBmNa,°rI n � �^re Fwe nwewrru w,A n E: Naemunun Furx1¢11 wn er^ner. e¢rNvia YNSEe, Nl,W, ra,N9B, NNBG¢B, M.v.V+�, �a,cFa. Flal ,YN°N,B, rEM^a¢ hTas1FA mV FlMe. FIn reF I:+F Wm wu� ,N° w^"a."'orvw�e"ol�reF" Eaw u.. FfmaB mNnr u,.: eNu...eaN NwrN ^ �Au xeaar mleraeenn vuw s.R•aBae aaaFr mlrsren n eNc rNc rw F MMNlapwfO,CNNJgFRf�f,WMTatO¢x. INDIAN RIVERcoONTY I AS-BUILTRECORD I °",' DEPARTMENT OF DRAWING GENERAL M-16 UTILITY SERVICES NOTES t_ TI,� i mxvNve� VrtwcnvvuFw ELEVATION NOTES: l IMAIB WTaW WEAm aFlFAee VKYlsBNFAFX e6 aFA,IRTY°10eNFMi. INDIAN RIVER COUNTY DEPARTMENTOF UTILITY CROSSINGS M-0 UTILITY SFRIACES ..FFN.mFa'„� man Mm-� I�I ' I j� ELEVATION PLAN NOTES: 1 16 W ¢ u4N vuV¢RPa Ya�p�iw�M.ID BAOTaEnE�e„mlcr 4Ne, e MABeSM FNALL BErMVrfih 0.YE. W�ATeA NT. �arM-FaWE FIfrY INDIAN RIVER COUNTY DEPARTMENT OF VALVE MARKER UTILITY SERVICES NOTES: OreiCTNX u. Tar ni a¢e raaCFFee m nr warn aiAuianrNpEe� I ,mm„,r.rtm, PLAN VIEW nF FFi,Nm „i I ��RNL,s ELEVATION NOTE&M �l W ^TE�A�LUOGrWWv 41RW6F0 WT N.rYxBx i Au mNNTAOamNteraounTVeT INDIAN RIVER COUNTY I TAPPINGSLEEVE& DEPARTMENT OF VALVE ASSEMBLY M-5 UTILITY SERVICES '--1-•a� r,Fmf,.uwra a SIDE VIEW mmwr• '� �I T 1 m„env - I rur w»a ra^ m� h TYPE% ,.NFF,Bfn TYPE 1111 ELEVATION INDIAN RNER COUNTY DEPARTMENT OF VALVE & BOX DETAIL M_6 UTILITY SERVICES _ a.r _� o,.ve.. I vmiwrr•, m.vm.aF �_ ELEVATION NOTES: NOTTIS. , v Sif¢.CWMre£ANILf@rwsrYana BRAtt er¢tNumfineh,iNA x•i .r af^rgC�a'xu��G,iuVA n�sBv�vt•�r^�ccei.6M �� F/A,,J�aPNWNG fa48HALLB[FRl°vR!➢Epia F¢v,aEfw,Ea ' OIF�^pli.�,uygp4CPF<NVA'..nrsu^awfJ1.NITitw Br mYEIi NViBM aa¢W •.CB'aCJMV+firID BY M.OUS �rpre� BPMRNeIRn4RPe„YAua MwIwEUN„NFM.^„R^B' F..saBWRr,HVIN. WurIrLMI:hLVI�:rV-ill YLkocu011FU:IN+oN � �.^wPaVaoEN�iN95tf M^TN,r±STR INDIAN RIVERCOUNTY JACK & BORE DETAIL — INDIAN RIVER COUNTY CASING INSTALLATION M-10 DEPARTMENT OF CASING M.11 DEVARTMENTOF I DETAILS M-12 UTILITY SERVICES INSULATOR/SPACER_ UrILITYSERVICES -I F.w S F aNENI �NaN¢a fNati w � T. M w Ywl Be T,< �BR.BNasalWleTA,EN,I]'1[TLFl11N6T1[Nw19aaAWNB•AiA,N¢ 0.ENY pml Tr Nrw saw qM¢ BOR.r YMaRglul aPA,'NO eaNE[NN�•�B W� M fMNHLL �. WWae eIWLr N^NNMn Ia.nl�melauaF aEeeaBenMwmB Nw.B¢rmwrnevnrxN. MFIwT�®,PWieDIFa4g�nUIIEBN rNEvauLWMauti¢a B,A1Fl; Diu„ Fur I mtt�,aDNUFM INDIAN RIVER COUNTY I AS -BUILT RECORD I °"""•• DEPARTMENT OF DRAWING GENERAL M-16 UTILITY SERVICES NOTES $CONTINUED% _ A NOTES: NOTES- INDIAN RIVER COUNTY I ROUTE SURVEY INDIAN RIVER COUNTY ROUTE SURVEY DEPARTMENT OFUTILITY SERVICES REQUIREMENTS T M-17 LmurvlcMENT es I REQUIREMENTS I M-17 ICONTINUEDI _ A Y o y _ e U � E a o p =AU, z o �o> F Oo Nt�F Do LLI 00 Y J 2 P U 'd " g W VJ U oN pw In ZZ_1 Q J Q H J H �ww U � U �m LAI CD C o � $! 40 7z I'm U Vi ZQM Q � W �aln aw0 0 N G W z a 0 D 17. .. SXEET C-507 PROJECT NO. T 1 � exurxreYEcn.TA7PILP.AAaTr05 1 �� fMALL PeR8. 6CRUBCAASI To R"AaN q E%NITINB © VEGETATIOI(PAWETT09. AOOfnbaAl L.1011i RMTIF.- EXISTINBVEOETATIDN(PALMETTCS, taw q p SMALLPWES.TCRUBOAKSwiEMNN. A SHAJ.EE 0��: � © SMALL PINES, SCRUB OAKS)TOREMAIN GRAPHIC SCALE F D -OFF Tall, �� _ T •o, • g e ( IN Beer SITE DATA B (men - $o a r ♦ \ \ \ AbE / / \PIEW FHA \ \ , • • B •• / / I !/ f HATE) \ \ E%ISTWO,90AUS colt (PALAIETTOa SMALLPWIONALLUBOARB)TO REMAN. AO HALL86 LAR6ECAPE NAEERW \ BXALLBE PROVIDED, 6.HEI( iO PROVIDE B'IEItiNtNr. AKW COLLINS LANDSCAPE LEGEND PMM _WO LIVE N.N•(OTY.•8B1REE8) \ BED N 80UTXERN ReD CEOM-(WY,•3BTREEB) •- \ � _ \ SLASH NNE • (ON. • 36 TREES) - CANOPY TRE� SAIOWNE-(OTY.•37TREE8) \ \\ \ \ ACH IS BALDCYPRESS•(OTY.•35TREEB) \ \ \\\ 4�,L - _ \ RB OONB WAX MYRTLE -(OTY.•37 TREES) \ \\0.'P' ' ♦P •\ \ `I uOU'WM m�I 6RTONWCOD-(OTY.•37TREE8) UNOER870RYQ \ \' \\ \ \ _ \ \ \\7 MULCH TREES pC,• \ \\ \\ \\ \ ♦♦♦\ MUL^N + $11APSON88TOPPER.(QTY,. 3 7 TRE8@I NEYf FNA O 8EWr IRERRY-(OTY..15e8HRUW O SAWPAWETTO.(OTY•..163SXRUBB) IS; FIRE BUSH -(CITY, • 181 SHRUBS) 0 FIDDIEMI ROD. (CITY. • 10 WRUB6) VEGETATIVE BUFFER AREA8T0 REMAIN AT E%1811NO GRADE, \ \\\ \ \ \ El(ISTWG VEGETATION TOREMAIN. RFAOVEONLY EI(OTGS. DENOTES EXISTINGPINE TREE TO REMAIN (CITY. • 11TREES) DE4OMEXISnNGOAKTREETORe"(QTY.•aTREEB) _ CREDITS TREE REMOVAL l / 1�E'4x snT�cDNORrNNESHaEtcaa \ \ \ �``\K j... 1D• FMOMRIC OBTICT1011d IXISIINOTRBJ[ I \ � \\ \ V \ \ LNR,O1 / � 2 ATA211EDAIALASA M 101HO S RREOTON - DENOTES FOISTING PAW TREE TO BE RELOCATED (CITY. • 1 TREE) ATPEB RTHE ML P WINGII EOUE UE. �MDVETIRPCIMDWNOLEIEOTREEa TPPA - fa se ., OENOfEB EiBBTNG OPF-SITE PAW TREE TO RENNN(OTY. 20TRrEEB Oa) OM YID 111 MX .IV r © X` m) PitsW. ty AREABYMTHW MVEOETA7NE BUFFER 7XATNUBT BE M PNEa1P \� \\ •, / ab_,S DISTURBED SHALL HAVE MEWNATNELANDWAPE MATERIAL IIMO TOTAI !'lw ADDED. unLuE NATIVE PUNT SPECIES COMMONLY FO."IN D1� SCRUB "PINEMCRUS HABRATG SUCH AS SAWPAOfAE1T0. � r %•jEO \\ \ / 1 9 FIDDLEWOOD,LNEMN, SANDAND MASH PU08, WA%NYRTLE \ \\ t iE C (DW . RI .OD OR LAMER 8URA8LE SPECIES. 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HRANRq 1 S%ROOIBAL OAY@TBI "IRDFe1�l miii YeV .' 11"E"iaae �AI,v dY:IX AM.+AAN,KrW E e1RTONY000 (CON(X:MPYe FAEOroq 0. TMEnNMRLTM DIrewm pWERAN0 PpI1�RAMF,11mPW1dn1EPg010@oa£OFATION.4MMIParo Mua®TO MULCX ALLNFINBBBHeUMPLUM eMA3«n Rggqu RIYIC-IANrNEa FNAGRM3, COPq Ng4LeLT®OM TNB PLW VR DIRECTED B, THEMES OTIERWIbE yyNN IaTR6I110RCEW OIl11tllYDlBlgaRroP6VFlgMEMdIWNeMVC1YINKTNRY, IIBPM9dalaXLLLBIEC7 WIT.yREegIpRLY DIREDI�WOMNER'B ""mWMn,m�IvnRRPBMF-m VILLDIO•r.vuNe FdORmMAIPORORgN WN11bOq AYamAW NA1MRTAlLMOLIIDALLTR®roWPgeBpNMNgexME gWIWIN IV.6YWK PeNEBCNTArRJE. wxanmenmlAcrmrEs,vr caNPLelm.na:rJwreneJ me TAFRmTrelaxuWDAW tuHuamNxrlmenAuewDxD w,TAWe,dArORmIRRORAnnlDorgx oe,rm,vmnaLm,vo PWaeRmeJrgomneaeFgPIUPFAawuMERwnonTAIRIeMN SHRUB PLANTING BTAIKNIROTIT,E B1MdlIN4Ra:aTO E PReeeIMOAOW WNOTOMFdtOWIN6rNMR08 RnW,W GPG�fIITl�Iff �� � PW.rR®FIIRBCxmIeNUtlWlelNYlm MEeOAxWYNO�arMPEd MP RETFIgYTNIMN PIAMtEOnp! NIS INDPOIVTWAERE A. 3ECIFIND-bDMO C m Hal xerdalg9aNEra601e.NTaITN.WIW IxgBC ImN,wm,WTm6FwCRneaarmu a[RuemATgmxWr pF4NEd I FRO TftMOW(TNIN DEb BPEOIFMD-DDNDrcOVeq reNRETRNNIlwFlwedeADl1gH10FEPPORBOI®AYIFNgPeRDHILOM MOrfd WLMPRDwLWCIIOe"ORN1EgTYN FMNIRLRIKWITNN 9'OR ENRM E"WIB IgDIMLL SUMMARY:REQUIRED/PROPOSED LANDSCAPE re""""` D(RFAMCLEMRISEN OR CREATEWA7ERRINOS' I IIM+DNrtad ATTAAMOReronMelrteHLMl eBIYY.1YWLL roATMF1IAHYMW ro.1PgOretT®, werOAb.OR VBWg1MYOYNMI BOIL IFHEGEBBARF, ONLYCOVBREIOEBOP LAN ,,'E.vTCIE,E,EB: LANDSCAPE �LH1Jr1 RwoRYTREEM: LAN�'p�Wjpp,BHRUBB: WBM, BTACJa MOOBRMwAR NnrrLrnmw wlalnLa L TOPIAHOFam!"13 BOOIMLL WRIT NILla1 TFIRES: . ^"_""'^IE ^"^•� Ix"eaTn:etpNAerowMFawre1W'iai:m aBJamPexmlwWMmaTNA muuWruua[OgAuuvTK ouwuLaWNm ADM THE H roBEPVNTEp B GRAOMBMOE (Bee TREES: 1, UNOER"'TREES 111 ®NRUB4 BBi wr[NaRwl"arMB aeAvaRM,Mmur,aOxrmLmomrA PgANmxeq wTFAmwwumMLROFANgryDTp, A80U87NELMDBG➢B ORACIRGFLANA REPLACEMEITTREEBt I. © ® FOUNDATIONPLANTINO: 1p © a16A61a1MBTOM]1RD'xnwxrxEDMPME deW+T•FtglogwPs vrosa QEXPOBBO 1011 p3081DeB 6 PRFLMEO PLWTNG 60L TOTAL TREES: a5-T PROVIDED I(gppf�NEN[�1FFER; ,AIaYAK wITAiLL FWOAMea NOTBL VAIN SDIL A8 BP8ORL3. NOM-VIIHEN UNDERSTORY TREES 111 A ULRfBEJJENS 1 •E%L9TIHO VEGETATION (RALMERO9.SMALL PINES, 13 WPumrq¢axM®rD"ELTMTgEECIMmaAlegslPamouwownaLawwtw wxFMawN.ogeBx¢Anu Dn iuN BNRUSBUSEDIN NAGi FRONDED SCRUB OAKS) TOREMAIN. MS WILL BE FIELD �� ENERERAfJ310RRYNTOGGF ePB®gNTNE MIaudTR¢CgOAn gfiOEN®WNI gDgAOReFRMANRDArA L PRUNEALL MXE STRESS ewnW no To BE SEE- E57 PROVIDED: VERIFIED AND SUPPLEMENTAL PLANTS PROVIDED WtIRFMIAFRAiqux,F,o A,ownH AMxewsnoTgwOn Slaw. WITIBNAMM LLMTO AMIND® WNIII PLANTING Z:T EDIT EN MGM= 1551 TNEwrM ACHIEVE A UNIFORM MLA%AB BPe01RE0. �F-/t�I QI IF REOURED. IegF �xFTIe� gvrq PWlyaEAggdpWTEONMRANMrPMaeNTnecwnleemdarvwR2IXOmo p TOTILL INEB 188111'fElOMT 6@BPRMG MW.1 N��Q `pe: I.IB5T• 6aWP6tPuITFR Pa RUngcabnw RFroea. MAB071lIONT. 8B6 A TOTYR�10�. B56 AI 3 IGRPY RDOTBALL BOMB AwxmA®1NfiNWt'mRA _1_.PEWR=_1 N 68EMBMM4MPFMOPmaLW TCMN, ,"I"�1TO DIFF¢ TE AMC BOTTOM. \ W •�I • ( ,11WAIWIL 'NE LIAM BRDGNFd{O IP ERTY Ib NI a RQ W f5 BVFE'R TO OD BRo0NANO POBO%750874 GROSBARFA $ 3 8 • SEBASTKK FL 32070 3,78AC, . TM: 7FLEEE- M FAX: 77Z-0e13,131M )OTOTALDEVELOPEO AREA ENGINEER: 37SAC, RRIULKE, BITME 5 BTOOIARD. U.C. ZONING 10 17171NOIAN RIVER BOULEVARD, SUITE 301 CONIVERFRONT MALAY VERO BBACK FLORIDA 32NO v TEL:7M770M= LAND UBE '1 FAX: 171117144111 COMMERCVILOENEPAL x SURVEYOR: _ CMLSURV J . THE PARCEL OF U7ID BXOM{XEREpI APPEARS • - {{I AtlILANE BW / B' VERO BEACH, FLORIDA 37BBa TOTE INPM20SIC 111H, DATPERED FLOODDIM NSURANCE r �, // ' 1EL: TT7.0T3•E3Ae MfjT�ERTMpA�Py'M2M1C�011p17ryX/, O�A(T0Ey0y17A11212 8 / PROPOSEDUSE CC'CNbTRU @1AXT.f 1'1I13 TIME F B� {3 OUTSIOESTORAGE -CONSTRUCTION PIMB)L 1=b 3 / ' I• STREET ADDRESS • CONSTRUCTION ACTIVITIES LIMITED TO 1A b � A5ABNBURYBWD. Q MONDAY-FRIDAY: 7:00 MI-P.00PM axDE� BE / SATURDAYIBUNDAY: BOB AM-60 PM i BEBABTAN, FL 3a$55 MULCH BED C�ta��� iE q. U 8 I 5 BED e y O 3i < &fix l G: O� cog O •: / 'g? LU r. E%E.TO INES - iSRlNI I.WBTTOB, C P /�' ANAL!,PINES, sE:11yy BOAFMATOR`� ^ • _ J U) WALLA1111111of OMLAN LA. IF MATERIAL O N SHALBE FAON4:ft REFUEL, ` ILLRL--�-�• TO PROVIrJS A')E if r �q A MULCH I BED r 2 J / y !- q/� z�mLL A"MAAIOII rouNwrAV IUNTRq i FOUNDATION PLANTING DETAIL w BCAM •104P Zd I =' Z� pu yn MTNOVEOETATIOH(PALMETT08.ALL PINBB, BORUB AX TO REMARL I ®ADORRWALLFINDBOAPEIMTERAL $HALL BE PROVIDED, IF NEEDED, TO PRIDYIDE@HEIGHt EXISTINGFHA 1/2' DIA RUBBER HOSE W/ DOUBLE MANG OF 13 CA. " Q SAW FIRE AND MINIMUM 3 DUDS PER TREE MITE FLAGS ON EACH FIRE SET TOP OF R007BAU FLUSH Mw SURRWHOM CHASE MEN O Si NO TREE MAI BE SET DEEPER MAN ME GRADE IN "HICK IT WAS GROW. ' CIA A 5' DEEP MUR. WNG TOP GF DRAW nu4 WITH TOP OF MULCH WSTALL ALL 7REE5 W/ ALORGANITE OR AG IFORM TABLETS BACRFILL WN DIEM PL.MG SOIL AND WATER THORWCHLY AT TIME OF PLAN7W DAA.Im OF HOLE SHALL BE MIN TWICE OIA OM F ROBALL TYPICAL TREE PLANTING DETAIL N.T.S. a ELEVATION anam v OSH.® @MIN \4 ORH 10'•101MIN I'FOR EACH V OVER 1W DBH PLAN NEW NOTES( ��TPFE PROn:CT10N BMRMKND BEE'tlY ANO DIIMNC Ebl6 BLW AC7JNM�S,T (6 TeF SW m ME Wi E SHALL, tHE BR ABLE (C wSTAWCH M IEu5 a E nN6 7RFESNS (p) FENCES / 6ARNCMDE SHALE BE NASTAtfFD AT PEFMETEA o ALL EGFS qR GQWP t, lM, TO SE NIEYPI3P. FENfI SMALL BE YYNIALNID lWRWC Cd51RMC _ FM NISNDC AYES AND SHAU. A G CW A RL TLH• pSN DISTANCE d 5 FEET DI't TIRE BASE OF Mt EYE 10 PROTECTED MH AN AOGTLGVAL dlE FOOT H EACH POFIMWA WISI 08N CHEATER nIM TEN INWEfi SE TREE PROTECTION BARRIER LANDSCAPE CERTIFICATION OEOFFRBY K BMKETT DATE FCLDBOc-I 71 W a Q U (J) 0 Z Q J O� peI< C-600 � 7 n - �-- vy z�ci ti o� A� 0 z Z ` 3 Z DOWN TO EARTH IRRIGATION 9220 SIST ST. VERO BBAFN. FL 32967 CL7ENT AMERON BOAT & NAME. RV STORAGE SEBASTIAN BLV0. SEBASTIAN, FL. 32958 DRAFTING SERVICES 10WIlmJ NEW CONSTRUE HON• ADDITIONS• RENOVATIONS 0 AUTO CAD COMPUTF,R DRAB'INCS RBNCK7 ® AOLCOM RICHARD BROGNANO (772) 473-1358 L IAD f ROOF RIDGE. 14'-2" TRUSS BRG. 10'-0" VbFIRST FLR. 0'-0" ,�►ROOF RIDGE. 14'-2" TRUSS BRG. 10 0^ i FIRST FLR. 0' _ 0" FRONT ELEVATION SCALE: 114 =1'-0" fa: f0_ a REAR ELEVATION SCALE: 114" =1'-0" D ' ICE Q p� le ,1 f DEC U { y. O ?01 5 WALL SECTION SCALE: 1X' =1'-0" CAG ARCHITECT, LLC. lb 400E RIDGE. 3 CAG ARCHITECTS, LLC. f, TRUSS BRG. 10' - Oa S k10RE)A CFA71FlCAlE YA0.Yp11619 9h5.NACK.YEDRNE, SA7ElI31EBE.Acµ Fl.4m 33977 �J PHE(d3119)9 4 m4�feb4Mf n hR®eluQ peyoy�.l. ryufafhv IueefrhPR ldp ertllYefialnlglYrtYYMe FIRST FLR. ... f9. I 19: I 0'- 0" Z I6 co w N co 2 LEFT ELEVATION = � SCALE: 114" =1'-0" 00 Z O ti Q W X N m m Ed Q a ai Alf RIDGE. co Lo CD f ;RUUy? BRG. m M Z o 1 � ¢� O o O w u_ Rim I& FIRST FLR. Im U) a, Z Z a o" ¢ Q O zt� Q rn LuQm w Lu avccoo w 3 RIGHT ELEVATION SCALE: 1 /4" =1'-01' -• I E i TE. na lwrrxiN E—E I EE E T E I EE T T F I EW-71 a - E T- I E- ET-L F -L I E E F- I- E —F- m I T Fl I' H E -LL -T T I TE- — -:=T. H -T. -T = FI I H T = tar — H T I -E =L - I E L-TH E LI. HE-THI =TT_ HE I EITHE - 1"E .-IL TH-T - E L - H- E HE- ITH - E T- LE TH-T - E L EITHE .H-LL H=- 'E f - I F L; EFFE -�l -1 - E=THEW - IE --T',' E -L T Li I T I T-LL-T L't T E F� TE'E T. T E ITH I H-� I -IL -T H I- E _LI E T - F -LL 1 'ETE L= T'i". EE T T e THI I E E E E F.::-IT;', EE T T F �l E E. LLTI E T - Tr 7E'1F Il E—FI I HE ~=L''"I? -H- - H TTE tH E -TI`:E T LI`=HT — F - l LI,•; I - ETT E -L �. A200 PROJECT DATA SUMMARY AMERON BOAT AND RV STORAGE - OFFICE BUILDING SEBASTIAN BAY, FL. 32958 ADOPTED ENFORCED CODES: BUILDING CODE 2023 EDITION PLUMBING CODE 2023 EDITION MECHANICAL CODE 2023 EDITION NATIONAL ELECTRIC CODE (NEC) 2020 NEC ACCESSIBILITY CODE 2023 EDITION FIRE PREVENTION CODE 2023 EDITION OCCUPANCY CLASSIFICATION: GROUP "B" - BUSINESS TYPE V-B CONSTRUCTION -NOT FIRE SPRINKLED ALLOWABLE HEIGHT/AREA: BUSINESS "Br' TYPE V-B 9,000 SF 40' H. 2 STORIES ACTUAL HEIGHT/AREA: BUSINESS "B" TYPE V-B 353 SF 10' H. 1 STORY FIRE RATING REQUIREMENTS: STRUCTURAL FRAME: 0 hrs. BEARING WALLS: EXT. 0 hrs. INT. 0 hrs. NONBEARING WALLS EXTERIOR: GREATER THAN 30'-0 hrs (distance to assumed property line) NONBEARING PARTITIONS: 0 hrs. FLOOR CONSTRUCTION: 0 hrs. ROOF CONSTRUCTION: 0 hrs. - SEE BELOW CHASES AND SHAFTS: N.A. TENANT SEPARATION: N.A. EXIT STAIRS: N.A. REQUIRED FIRE PROTECTION ROOF/CEILING CONST. : COMBUSTIBLE COLUMNS : COMBUSTIBLE EXT. BEARING WALL : COMBUSTIBLE TENANT SEPARATION WALL : N.A. r WALL LEGEND- b' REINFORCED GONGRETE MASONRY [ F'••••''• _ •• ••`• BLOCK WALL WITH EXTERIOR CEMENTITOUS SMOOTH FINISH AND 1 LAYER 5/8" CEMENT BD. ON INTERIOR 3 5/5' x 25 6A 6ALV. MTL. STUDS ®Ib° WITH I LAYER OF 5/a' CEMENT EV. ON EAGN Y SIDE, FLUSH WITH 5/95' CEMENT BD. GEILINS, WITH FULL SOUND BATT INSULATION. FINISH TO RECEIVE TILE OR PAINTED ON BOTH SIDES 'o m 2,—O' 30'-0' CFLOOR PLAN SCALE: 3/8" =1'-O" L >`a o \'_ A/G CONDEN5ER UNIT w01 h WITH DECORATIVE FENGE TO MEET SCREENING REQUIREMENT5 PER s= RIVER OVERLAY * DI5TRIGT OF COMMUNITY w DEVELOPMENT DEPT. C 32" 0 16" 32- ( scxf 3/6'- i --a' CAG ARCHITECT, LLC. CAG ARCHITECTS, LLC. YLOWDACEgrWICA1E MAR W17519 9m S. NEMT MVE. EATELLRE BEA('N. ROMA 32937 HONE (321) 3 787 M��apm q.nuesmm.eren m� ,roo0v9ww.sulma.smd ,eryr9 dCA6 fAO.raieWi,O wew h wm�Ytw�w"t�vRrmWm Em GAfEm GAfdN. U Z C -D W rn O Cl) J _ 00 ILL O � Q w X� LU In 00 Q a (Wn 00 LO 0 01 (V m CO U O LLI OJ CD LL rn �d �Q -1 O — (L Z LUQDap Q ¢ t (1) LLLL "IM91III9 �°� Ke b— ARDDI AiV I+=In CAG-24-007 C66 OS/O6/2025 DRIB Tr — MM KRL me AS SHOWN RO R¢ IBSUVREVIBNN. BY: DATE: CANOPY 'A' -AST ELEWMON rn ^1 1404 CANOPY'A' SOUTH ELEVATION DEC 1 0 2025 O o 1l ml �1 3� 2 al 1I g q9 will 9�# a 4 PROJECT: ENGINEERISTAMP: SHEErTTRE: CNPY. A ENLARGED PARTITION PLAN 8 SECTION DATE: 09.19.25 OESIGNER SIN CHECKER MAKORMI 4938 SHEET. S1.5 REV.. G issUMEVIaiaN: 'W: DATE: CANOPY TY EA5T ELEVATION CANOPY 'B' 51OUTN ELEVATION 511- uvoa O Q a ll Q gal 111 1 81 i!i HER PROJECT. ENGINEER/STAMP: SHEETTITLE: CNPY. B ENLARGED PARTITION PLAN & SECTION DATE: 09-19-25 DESIGNER: SW CHECKER: MAKORABCO JOB NO.: 4938 SHEET: S2.8 REV. UIBUEIREMION: BY: DATE: O Hill O Jill — — PROJECT: CANOFY'C' NORTH ELEVATION CANOFY'C' EAST ELEVATION �re wrour ENGINEERSTAMP: SHEET TITLE: CNPY. C ENLARGED PARTITION PLAN & SECTION DATE: 09-19-25 DESIGNER: 3W ---------.._-----__-.._ CHECI4=R: MAKORABCD JOB NO.: 4938 SHEET: S3.5 REV.. Q' ISSUE I REN9=: W. UAIE: CANOPY 'D' EAST ELEVATION CANOPY 'D' SOUTH ELEVATION I 0 Q $ Wil 0 a l I PROJECT: ENGINEERISTAMP: SHEETTrLE; CNPY. D ENLARGED PARTITION PLAN S SECTION DATE: 09.19-25 DESIGNER SW CHECKER: MAKORABCO JOB N0: 4938 SHEET: S4.5 m 11, ISSOEIREVISIOR: Ut DATE CANOPY'E' EAST ELEVATION CANOPY'S' 5OUTH ELEVATION Srre WOUr 0 will 11 PROJECT: ENGINEERISTAMP: SHEET TITLE: CNPY. E ENLARGED PARTITION PLAN & SECTION DATE: 09.19.25 DESIGNER SW CHECKER: MAKORABCO JOB NO.: 4938 SHEET: S5.5 REV.: MUEIREVISIDN: EY: DAM CANOPY'F' NORPI ELEVATION CANOPY 'F' EAST ELEVATION gate iainirr O VWin $ Q PROJECT: ENGINEERISTAMP: SHEET TITLE: CNPY. F ENLARGED PARTITION PLAN & SECTION DATE: 08-19-26 DESIGNER: SW CHECKER: MAKORABCO JOB NO.: 4038 SHEET: S6.5 REV.: r�h'lr FRONT AMERON T)kAp� RV & BOAT COVERED STORAGE (123)456-7890 www.website.com 1'6"._I 9' on center match pla -- --- 1 p1 - -- a a [ M a i+i RV & BOAT COVERED STORAGE (123)456-7890 www.website.com 9' on center match plates 88 9' 6" t 1' 6" SIDE DEC 1 0 2025 BY: LIGHTING FIXTURE SCHEINI- TYPE YANMFACTUREII C4}ALDOW®PA DEACRPTION GNxN:6 VGLTB VOINTNG IAEMAHM9 xcL LED WAT3 � + GEGHEWUF, Bs+oREGT:TLgv:eot30.2m• ?LED VPPC/IPRJCF NCL LED SJ 0.1G I MY I WRFAce 12 5/. I GARCFA + ECFS33L-700.NJFffiNSSnfiLL4GMi3YL&wv LED SIRE LUNxANEWMx BURFACE C.=E. NGLj LED T2Y AVID WN WALL 12 sB GMDCO'UILIlEs 91RUc1LNE5 ECFS-31Lfi]WA•+Gi+3WH4LA40AWDPCB+AN-PIF2r20'LH CONCN:IE VC:E I PDLE-ED LEDenE L11MW,NE xcL LL9 AIITp yN PGLF 1 Lz sC GARDW ELFS.]?L8]LMWSLNEIl16CLPAigOFCDIMV .FADIRLULVLViEWRLIWWR ECWdJGENTM NCL} LLD �61.F� S.l AUTO MY VLLLL fY SG WncofUR,EEsTW1c-Es PQEMDVNIEDLEDEIIELULONRE NCL LED MY AM I��E i2 'MGNTNG......DTEs: II-URN- 1 1 PAq/DE SUBMIIrALS FCWAFCNIIECTIFKGNEERI�'JENRtpRMOPDENNO J z. NOSUBs, =Ms I SCHEDULE OF EXISTING BRANCH CIRCUIT PANEL 'P' MAl/l: SPEC, 29G ANP MAN - RHLT VOLTAGE: IZO/24GY. IA 3 WI@ EXISTING Ell, �NmooF7mQl f1lANAMYI' � 1a-t>�13���r.c>,f,uarri;•arao�><•J PS�"J+. f:Errrr�r f:Elr�tlB/ ri'.•7r171eleITll�r. ri7FsflblO�l:li:•f o�ds. - I J[lr.tr VArF.•1FL�■J•1 ooI1HE�ri�000caiavooEil� OOi,7lL000lIiilOO OOi:V7lEJ000l:Iiilfv0 OQi7lLOOf011i OOFJll000L:•]i:ifOO OOD[iIOOOlu3u-` Ot�li.•rIVIOIIII17F'L1� +� � �, U �700 f0O iL•1��1�iS�: -r.-rc-i Sti��i•LL1f:CZ' ELECTRICAL SPECIFICATICNS PAR A 711E WSHIN SUPPLY AND INSTALL ALL NEW ELECTRICAL W9RK INDICATED. SPECIFIC IF A CONSTRUCTION SHALL U W ACCORDANCE WITH DRAWINGS AND APPLICABLE TRAC OR SHALL IF A PROBLEM S ENCOUNTERED IN COMPLYING WTH THIS REQUIREMENT. CONTRACTOR SHALL NOTIFY THE NHITECT/EHCINEFR AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROC D WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL MST THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL OXNDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION. CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70. 2023 EDITION) 2. CODE FOR SAFETY TO LIE (NFPA-101, 2021 EDITION) 3. STANDARD FOR THE INSTALLATION. MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTAIS INFPA-72. 2019 m1110N 4. UNDEAWRITFR5 LARIXRATIX8E5 (UL 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN MA11ONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECJTCATIW FED. SPEC.) S INSIILA7ET IND ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE FBC 2023 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (OIL 11. CITY OF BOYNTON BEACH BUILDING OWE. (AMENDMENTS TO FLORIDA BUILDING CODE FBC 2023) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM V47H OWNER'S REPRESENTATIVE E IT IS NOT THE INTENT OF THESE BANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR ECUIPMENT TO BE PLACED W PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DETECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE G CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REWIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK CONTRACTOR STALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. THE TERM 'PROVIDE' USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS 70 FURNISH. INSTALL AND CONNECT COMPLETE PART 2 - PRODUCTS A MINIMUM WIRE SIZE SHALL BE /12 A.W.C. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 910L CONDUCTIVITY. COPPER WITH 'TMHON-THWN' INSULATION UNLESS OTHERWISE NOTED. 9. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL SM007H INSIDE AND OUT AND SHALL BE HOT-OPPED GALVANIZED. C.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLAY WITH THREADED HUBS I. IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS RIOID NONMETALIC CONCUR SHALL BE SCHEDULE 40 PVC. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PARELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED 'STUD' 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE S. A.I.C. RATINGS SHALL BE AS INDICATED ON PANEEBOARD SCHEDULES 6. ALL PANELBOARDS SHALL BE FURNISHED NTH PLASTIC LAMINATE NAMEPLATES WITH 1/4' ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELSOARDS SHALL BE PROVIDED W17FH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNECT SWITCHES SHALL BE H.P. RATED. HEAVY DUTY. WICK -MAKE. WICK -BREAK. ENCLOSURES SMALL BE NEMA-1 FOR INDOOR LOCATIONS NEMA 3R FOR OUTDOOR LOCATONSOR AS 07HERMSE NOTED- H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS. N1H OVERLOAD RELAYS IN EACH PHASE WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIME AA COL LOOING� UCTOS SHALL BE AS FOLLOWS: 1. 208/120 VOLTS, 3 PHASE 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK. 1 RED AND I BLUE GROUNDED (NEUTRAL) CONDUCTOR; WHITE GROUNDING CONDUCTORS SHALL DE GREEN. 2. 480/277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW. AND 1 PURPLE GROUNDED (NEUTRAL) CONDUCTORS; GREY, GROUNDING CONDUCTORS SHALL BE CREEK. 3. BRANCH CIRCUIT WIRING (%6 AND SMALIEH) SHALL BE COLOR COOED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES µ AND LARCA) SKILL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB•S OR LBO'S USING COLOR MARICERS OR PLASTIC TAPE MANUFACTURED I• FOR THE PURPOSE S. WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METAWC TUBING (EMT) UNLESS OTHERWISE NOTED. SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTDN. ALL FITTINGS AND COUPLINGS FOR EWT CONCUR SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT. W17M FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON ORACLE 3. TYPE NO CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 2D AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CLLUNG AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.L. AND LOCAL CODES D. ALL WORK SHALL BE PERFORMED BY A UCENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED NTH OTHER TRADES DO AVOID INTERFERENCE NTH THE PROGRESS (IF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE NTH THEM COMPANIES. AND SHALL BE FULLY COORDINATED NTH PRIOR TO COMMENCEMENT OF WORK. G PROVIDE AND INSTALL CONDUIT. CONDUCTORS PULL WIRES, BOWS, COVER PLATES. AND WRING DEVICES, FOR ALL OUTLETS AS INDICATED. HH. MATERIALS PRODUCTS AND EQUIPMENT. INCLUDING ALL COMPONENTS THEREOF. SHALL BE NEW AND SUCH AS APPEAR ON THE UL UST OF APPROVED HENS AND SHALL MEET OR EXCEED THE REOUIREMETNTS OF NEC, MENA, AND IECE. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT 9frETS OF UGHTING FIXTURES. SWITCHES. AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. CONTRACTOR SHALL HE RESPONSIBLE FOR ALL CUTTING AND PATCHING REWIRED OF HIS WORK. K. ALLAY -IN UGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED C30UNG GRID AT EACH CORNER. L CONTRACTOR SHALL COORDINATE WTH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL M. ALLNG. ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU UNE VOLTAGE CONTROL DEVICES SHALL ATE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR N. THE CONTRACTOR SHALL CONFIRM NTH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION. TRANSFORMER SZE AND LOCATION OR SERVICE POINT. CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. ANY CONFLICTS AND DESCREPAN136 SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE (X PROCEEDING WTH ANY WORK PER NEC 210.0)(2) ALL 15- AND 20-AMPETE, 125-VOLT RECEPTACLES IN NONDWEUJNG-TYPE KITCHENS 7O BE GFCI PROTECTED. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3A DESIGN LOAD. FBC 2023 ETC ENERGY CONSERVATION SECTION 405.7.3. 0• FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXMUM OF 2X VOLTAGE DROP PER 405.7.3. ELECTRICAL :SHEET INDEX ED.1 ELECTRICAL NOTES, LEGEND AI INDEX E2.1 PHOTOMETRIC PLAN E11 POTTER PLAN ELECTRICAL LEGEND TELEPHONE OUTLET WITH 3/4' CONDUIT STUBBED OUT FROM WALL B' ABOVE CETUNG d MOUNT 18' A.F.F. TO CENTER UNE OF OUTLET UNLESS OTHERWISE NOTED. DATA OUTLET WITH 3/4' CONDUIT STUBBED OUT FROM WALL 6' ABOVE CEUNG MOUNT 18' A.F.F. TO CENTER LINE OF OI7LEI UNLESS OTHERWISE NOTED. TEUEPHONT FROM WALL 6' ABOVE CEILING. MOUNTED OVE COUNTER. SEE ATA OUTLET WITH 3ARCHITECTURAL DRAWINe CONDUIT STUBBED G FOR SPECIFIC REQUIREMENTS. TELEPHONE/DATA OUTLET W1714 3/4' CONDUIT STUBBED OUT FROM WALL 6' ABOVE CLUNG 0 MOUNT Ir A.F.F. TO CENTER UNE OF OUTLET UNLESS OTHERWISE NOTED. ® TELEPHONE/DATA OUTLET WITH 3/4 CONDUIT RUN TO THE NEAREST STUD WALL AND STUBBED OUT FROM WALL 8" ABOVE CEILING. PROVIDE BRASS COVER PLATE AND CARPET FLANGE �.i TELEVISION RECFSSFD OUTLEE LEGRAND `MV6UTV55NCC2•. '*T MOUNT AT 18' A.F.F. 70 CENTER UNE OF OUTLET UNLESS OTHERWISE NOTED. (T 20 AMP SINGLE RECEPTACLE (NIDAA 5-20R) MOUNTED AT le A.F.F. TO CENTER UNE OF �1' OUTLET UNLESS NOTED OTHERWISE. 20 AMP DUPLEX RECEPTACLE NEMA 5-2OR MOUNTED At 1 ' A.F.F. All ( ) 8 TO CENTER UNE OF ll' GUTTER UNLESS NOTED OTHERWISE. f:$ 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT IS' A.F.F. 70 CENTER UNE llfF OF OUTLET UNLESS NOTE OTHERWISE �CFl 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT GROUT INTERRUPTER, MOUNT AT 18' A.F.F. TO CENTER UNE OF OUTLET. UNLESS NOTED OTHERWISE dA 20 AMP DUPLEX RECEPTACLE (NEMA S-20R) MOUNTED ABOVE COUNTER YF SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC REQUIREMENTS Ah 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) NTH ISOLATED GROUND. MOUNT AT 19' A.F.F. if TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. >Ata 20 AMP QUADRUPLEX RECEPTACLE (NETAA 5-20R) WITH ISOLATED GROUND. MOUNT AT 18' X A F.F. TO CENTERLINE OF OUTLET UNLJ'SS OTHERWISE NOTED. ® 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE t®) 20 AMP DUPLEX RECEPTACLE (NEMA 5-20RI CEUNG MOUNTED. SPECIAL-PURPOSE RECEPTACLE JUNCTION BOX SINGLE GANG JUNCTION BOX FOR POWER CONNECTION 1O MODULAR FURNITURE SYSTEM INSTALL W EXACT MANNER AS DIRECTED BY FURNITURE SUPPLER. DOUBLE GANG JUNCTION BOX FOR LELEPHONE/DATA CONNECTION TO MODULAR FURNITURE SYSTEM. INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPUEFt EXTEND (2) 3/4' EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEDING AND TERMINATE WITH INSULATING BUSHING 6' FROM WALL LECRAND EVOLUTION 4 SERIES FLOOR BOX FOR CONNECTION TO MODULAR FURNITURE COORDINATE CONNECTION TYPE WITH FURNITURE VENDOR. B WWRE SYSTEMOLE FOR (SEE DETAILL THIS SiEEI)./P NSTAIN NECTION TO MODULAR EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPUER. WIREMIXD CATALOG / 25DTP-4D W/IVORY FINISH. / 1 ® SPECIAL PURPOSE RECEPTACLE MOUNTED BELOW RAISE FLOOR. lLF) EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECFICATIONS. 77$ SINGLE POE, 20 AMP, SWITCH. MOUNT 46' A.F.F. TO CNTERUNE OF SWITCH UNLESS OTHERWISE NOTED. r 3-WAY. 20 AMP, SWITCH. MOUNT 46' A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. % SINGLE POLE. 20 AMP. SWITCH NTH DIMMER MOUNT 46- A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. MOTOR RATED SWITCH VACANCY UNLESS OTHER R s �. IST WATOPPER MOUNT 46' A.F.F. TO RENTERUNE OF SWITCH .pY LOW VOLTAGE SWITCH, SEE DETAIL FOR FURTHER INFORMATION. TWO POLE. 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. ® FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) fl Aj FUMBLE DISCONNECT SWITCH A - POLES. B= FRAME SIZE C= FUSE RATING RED Af FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NENA SIZE, C= FUSE RATING L GROUNDING ELECTRODE & CONDUCTOR SYSTEM TRANSFORMER v ELECTRICAL PANELSOARD �- TELEPHONE WOOD BACKBOARD WP WEATHERPROOF VC TIME CLOG! /r (1 RE RELOCATED DE1 o 2 I 1/ E EXISTING TO RETRAIN �F A.F.F. ABOVE FINISH FLOOR 2025-0326 O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR �1'iFK;. manW. DM OLY CLANG MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATIS'TOPPER. - ,�AWb. BEI O CLUNG MOUNTED DAY DMMING SENSOR. SENSOR TO CONTROL THE DIMMING OF ALL FIXTURES scale:05 WITHIN I5• GF THE WINDOWS NTH IN ROOM. 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Sff E PHOTOMETMC PLAN 0 `• I`-w'-a' NORTH e Arrienon Storage Sebastian (Reference--L93181.3) j n. 27 1/2' 65Smnte FPa: wa4 nlwrplu;u2pteap) xm: m 6m.e.,rr,mh,.mmamram a apdm.wd.a. lapa.kw. bdm. hak as m..,�a � ON 1 1-.. OMSW-a5Wa2LEe4KG34LE4FJJNV-DMGSMB41S-SKTX I Ile 8 r Onnlpllon al Camporente: dg offer Iml-free access,Rapt: A die teat A360.1 aluminum dame comPle s with a costJn technical ring wfth Ishch and hinge. The no- hanlem shall to the inside of a■ lum make. An embedded memory-edowaNe gaskel shall insure weaRlerymoling. Housing: in a round shape, this housing Is made of cos1356 aluminum, trot a watertight gmmmel, m nowicalbr assembled to the bracket with fiver bolls W16 UNC. This suspension system pennts for a full motion of the animaka In 90 degree Imemem is. It Light Engine: LEGgIno optical $yet..I Driver composts of li mein components: Heat Slnk /Lens / LED Modulo I F_lacbicel componens ere RoHS comptienL Heel Sink: Heat Sink: Made of die cast A36D eamimum optmising the LEDs efficiency and gha, complete with a cost in skin and tetlhniml ring Pmdw does not use airy cooling device w■i moving parts (only passive cooling device) L.sr■: Made of soda -lime char hampered fiat plea lens. mechanlrally assembled and seeled onto the lower Pan of the heat sink. LED Module: Composed (396 s 37 75K or 3710K va 26Mo LEDs. Color tempeeal. as per ANSIMEMA bin Neutral KTae, 40g0 Kelvin nomllal (39BSK+/-275K m 3710K to /ZfigK). CRI TO Mln. 75 Typical. Optical System: (LE4F). IES type IV (asim msirimiI, Composed of high-performance optical gone PMMA acrylic refoclar lercias to achieve aeve deslmdiskibuten opthnbnd a get meybnuo spacing, targel hamers and a superior lighting uniformity. OPlica system is noted IPft Penormanca shall be tested per LM-63. LM-79 and TM -IS (IESNA) certifying its pNOMmetric performance. Skeet aide Indicated. (Hi Complete vAth a Norse side shleli uplight and UO per IESHA TM-15. 10242015 Page 116 MM LU. llyemm I , i "a+++••. .. is I IL�TLz•]i W Qr H T� � I p .1 ta: 2025-M pm)Kt®tlgc ON _ r5ak5E by BB h -- `5rak: AS NQTED f 1 I 07-10-25 LIGHT POLE DETAIL Qi /.heel -� r Fra,urhlnvin E2.1 1 YON1rRW'IWVISSIRD / \ project / i T �� \ P-1T A KEY NOTES Ot CIRCUIT THROUGH PHOTOCELL AND 11ME 0.0CR, O2 WEATHER RESISTANT. CFO OUTLET WITH E%iRA—DUTY WEATHER PROOF COVER TO BE MOUNTED ON CANOPY COLUMN. O JUNCTION 80X FOR ELECTRICAL CONNECTION TO MONUMENT SIGN. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH SIGN VENDOR PRIOR TO INSTALLATION. O4 JUNCTION BOX FOR ELECTRICAL CONNECTION TO GATE COORDINATE EXACT LOCATION AND REQUIREMENTS WITH GATE VENDOR PRIOR TO INSTALLATION. POWER PLANS p0;taw 2025-0326 r w-r NORTH plujat0-ger. DY dwkedbg 80 s & AS NOTED d9= 07-10-25 i \ sheet E3.1 rz'a'.. ECV Apex Blologicol Services rnvironrnental Survey, Permitting, & Consulting February 21, 2025 Ameron Homes, Inc. 519 S Easy St Sebastian, FL 32958 Re: Environmental Inspection Memo Subject Site: 45 Ashbury Blvd Municipality: City of Sebastian; Indian River County, FL Parcel ID: 31390700000300000009.3 Size: f 3.70 ac. Dear Ameron Homes, Apex Biological Services, LLC (ABS) was contracted to conduct a site assessment in support of the proposed development at the above referenced location, located within the City of Sebastian; Indian River County, Florida (Figures 1, 2). The purpose of this assessment is to evaluate any potential environmental constraints to the proposed development activity; focusing exclusively on protected resources and protected species. This assessment is based on information obtained during site inspection as well as review of available desktop research material. Several site visits were performed during the month of December 2024. All associated figures and tables are provided in the report Appendices. VEGETATIVE COMMUNITIES Using the Florida Natural Areas Inventory (FNAI) and the Florida Fish and Wildlife Conservation Commission (FFWCC) cooperative land classification (CLC) as a guideline, ABS categorized the different natural communities and land uses on the subject site according to designations or code numbers. The on -site vegetative communities observed are best classified and currently mapped as Scrub (1200) and High Pine and Scrub (1210). 1200 Scrub 1210 High Pine and Scrub 45 Ashbzny Blvd; Ameron Homes, Inc. Page 2 Site Inspection Report Vegetation observed in this area included saw palmetto (Serenoa repens), rusty staggerbush (Lyonia ferruginea), myrtle oak (Quercus nayrtifolia), slash pine Minus elliottii), sand pine (Pinus clausa), red cedar (Juniperus virginiana), winged sumac (Rhus copallinum), hogplum (Prunus umbellata), sand live oak (Quercus geminata), deer moss (Cladina spp), sand chord grass (Spartina bakeri), grapevine (Flitis spp.), greenbriar (Smilax spp), and prickly pear (Opuntia spp.). Very limited bare ground was observed. PROTECTED RESOURCES Wetlands are areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support adapted vegetation, hydrologic indicators, or hydric soil indicators within the soil. Definitions for occurrence over landscapes are outlined in 62-330 F.A.C. (Florida Administrative Code) and are under the jurisdiction of the Florida Department of Environmental Protection (FDEP). The agency has no jurisdiction over upland areas. These potentials for jurisdiction have been illustrated as they present on site (Figure 4) however the limits of potential wetlands or surface waters can only be definitively determined and verified during the permitting review process with the respective agencies. PROTECTED SPECIES An assessment for protected fauna and floral species was conducted at the site during the month of December 2024. The survey covered the majority of the subject site's development area, and included both direct observations and indirect evidence, such as tracks, burrows, and sounds that indicate the presence of species observed. Several online mapping resources were also utilized to identify known locations of certain protected species populations. The assessment focused on species that have the potential to occur in Indian River County (Table 1). Evidence of one (1) such species, the gopher tortoise (Gopherus pol)phemus), was observed and described below. Additionally, descriptions for particular documented wildlife within the surrounding area, past or present, are presented as well. Gopher tortoise (Gopherus polyphemus) State Listed as "Threatened" by FWC Currently the gopher tortoise (Gopherus polyphemus) is classified as "Threatened" by FWC. The basis of this classification for the gopher tortoise is due to habitat loss and destruction of burrows. Gopher tortoises are commonly found in areas with «°ell -drained soils associated with xeric pine -oak hammock, scrub, pine flatwoods, pastures and abandoned orange groves. The subject property was surveyed for the existence of gopher tortoises. The survey covered 100% of suitable habitat within the subject parcel as well as area adjacent to the development footprint boundaries. A total of nine (9) potentially occupied active/inactive gopher tortoise burrows were observed. Additionally, a total of three (3) mammalian burrows were observed as well (Figure 5). Apex Biological Services, LLC • 8756 92"d Ct • Vero Beach, Florida 32967 Office: (772) 204-0067 • Email: infoO.apex-biological.com 45 Ashbzny Blvd; Ameron Homes, Ine. Site Inspection Report USFWS CONSULTATION AREAS Page 3 The USFWS has established "consultation areas" for certain listed species. Generally, these consultation areas only become an issue if USFWS consultation is required, which is usually associated with permitting through the Florida Department of Environmental Protection (FDEP) or St. Johns River Water Management District (SJRWMD). The reader should be aware that species presence and need for additional review are often determined to be unnecessary early in the permit review process due to lack of appropriate habitat, location, or other conditions (project size being a significant factor as well). However, the USFWS makes the final determination. The additional review typically includes the application of species -specific criteria to rule -out or confirm the presence of the species in question. Such criteria might consist of a simple review for critical habitat types. In other cases, the review might include the need for species -specific surveys using established methodologies that have been approved by the USFWS. The following paragraphs include a list of the USFWS Consultation Areas associated with the subject site for potential upland habitats. Florida Scrub -Jay (Aphelocoma coerulescens) Federally Listed as "Threatened" by USFWS The subject site falls within the USFWS Consultation Area for the Florida Scrub -Jay. Currently the Florida Scrub -Jay is listed as "Threatened" by the USFWS. They avoid wetlands and forests, including canopied sand pine stands. Optimal Scrub -Jay habitat is dominated by shrubby scrub, live oaks, myrtle oaks, or scrub oaks from 1 to 3 in (3 to 10 ft.) tall, covering 50 to 90 % the area; bare ground or sparse vegetation less than 15 cm ('6 in) tall covering 10 to 50% of the area; and scattered trees with no more than 20% canopy cover (Fitzpatrick et al. 1991). There have been several documented Florida Scrub -Jay sightings historically in the area surrounding the subject property. This available USFWS survey data has not been updated since 1993. A very limited amount of sub -optimal Type II habitat exists within the subject property. Type Il habitat is described as any property having greater than zero (0) but less than fifteen (15) percent coverage of scrub oak species. These areas present as predominately partial remnant scrub habitat that exists within the center of the subject parcel continuing offsite however it is significantly overgrown. The Florida Scrub -Jay has been known to continue to utilize areas with surrounding human development however no Florida Scrub -Jays A ere observed within the subject site during the cursory wildlife survey. The City of Sebastian may require additional determination or consultation with regards to the Florida Scrub -Jay. Apex Biological Services, LLC ° 8755 92"d Ct • Vero Beach, Florida 32967 Office: (772) 204-0067 0 Email: infoO.apex-biolopical.com 45 Ashbury Blvd; Ameron Homes, Inc. Page 4 Site Inspection Report DEVELOPMENT CONSTRAINTS Florida Fish & Wildlife Conservation Commission (FFWCC) Gopher tortoises, as well as their burrows, are afforded legal protections from any ground breaking activities as per 68A-27 F.A.C. (Florida Administrative Code). If impacts to protected burrows within the subject property cannot be avoided by 25' then, in accordance with the FWC Gopher Tortoise Permitting Guidelines, it is expected that permitting wrill be required at that time. Such permits and procedures can typically be accommodated for approximately $1,500.00. This does not include costs associated with required trenched silt fence installation around the development limits or potential per capture offsite relocation recipient site costs. A secondary and separate per capture charge would only be required should impacts to the entire property be necessary. At the time of this report this charge is currently $5,500.00 per adult captured tortoise (carapace length greater than 220mm). Burrows have an average occupancy rate that varies between .5 and .66 per burrow. It may be anticipated that there are between four (3) and six (6) adult tortoises at any given time within the subject property or within two (2) near offsite burrows to the west. Based upon review of the most recent site plan, proposed property utilization, and landscape buffer impact requirements spatial limitation presently would not support offite relocation as a feasible and less costly method to address this concern. If development does not occur within a reasonable time frame (90 days) an updated survey and reassessment will be required. Additionally, it is not only recommended but will be required that the subject property be immediately silt fenced following land clearing/excavation since offsite migration from the western adjacent property is a concern. Local Municipalities Coordination with the City of Sebastian and Indian River County will be required. Additional requirements may be imposed pertaining to tree protection code or the Florida Scrub -Jay. Apex Biological Services, LLC 0 8755 92nd Ct • Vero Beach, Florida 32967 Office: (772) 204-0067 0 Email: infoO.apex-bioloqical.com 45 Ashbzn y Blvd; Ameron Homes, Inc. ,Site Inspection Report Page 5 The environmental limitations described in this document are based on observations and technical information available on the date of the on -site evaluation. This report is for general planning purposes only. The limits of any on -site wetlands/surface waters can only be determined and verified through field delineation and/or on -site review by the pertinent regulatory agencies. Should you have any questions or require any additional information please contact me at (772) 204-0067. Thank you. Regards, Mark Lafurno Staff Biologist Apex Biological Services, LLC i 8755 92"d Ct • Vero Beach, Florida 32967 Office: (772) 204-0067 0 Email: info(M.apex-bioloalcal.com 45 Ashbu;y Blvd; Ameron Homes, Inc. Site Inspection Report Appendices Page 6 Apex Biological Services, LLC • 8765 92ntl Ct • Vero Beach, Florida 32967 Office: (772) 204-0067 0 Email: info(Mapex-biological.com Subject Site (± 3.70 Ac.) V r 7, Figure 1: Location Map 0 1,700 3,400 6,800 10,200 Subject Site Li.o--- ,17* -, tre Al p N 45 Ashbury Blvd City of Sebastian Indian River County fed AD Y i f- A _ 1 tic. : ~ ` - • f. r`•Jr, , , A • l D - �• ' 14 Ar If - ..." � , 1200 - LYE .�,r •,. - _ •a �,'y�... - (, _ � v- � t: �' r a. .Y , fir• .4i;�1- t��- ,� , aip 46, is �•� '��• 4• t, fi �• 1 7 �t . _ r i' Figure 4: Hydric Map C 20 40 80 120 [ I t I Subject Site (± 3.70 Ac.) -f Potential Potential Upland ± 3.70 Ac. rf Potential Wetland (± 0.0 Ac.) N 45 Ashbury Blvd City of Sebastian ry Indian River County Date: 12/17/2024 Cal LI Ot Yr Apex Biologico! Services ._nv rn,.men ie. s­Y, Perm» ping, 8 �—Ul.ing Subject Site (± 3.70 Ac.) Class, Status Potentially Occupied, Active (7) Potentially Occupied, Inactive (2) Mammalian, Mammalian (3) ri- Olt rt 4L -A Figure 5: 45 Ashbuly Blvd Wildlife Survey Map City of Sebastian 0 20 40 80 120 Indian River County Aoox Siologicol Services Date: 12/17/2024 Table 1 Indian River County - Protected Species List Species Name Scientific Name Federal Status Habitat Red -cockaded Picoides borealis Endangered Open stands of pines, with a woodpecker minimum age of 80 to 120 years Ivory -billed Campephilus Large, contiguous forests with woodpecker principalis Endangered numerous large trees, with some stage of decay present :bf eteria y Marshes, swamps, lagoons, ponds, Wood stork Threatened flooded fields: nests in cypress americana swamps Audubon's crested Polybonis plancus Threatened Dry prairies with scattered cabbage caracara audubonii palms Piping plover Charadrius Threatened Sand dunes, shorelines, and tnelodus coastlines areas in general Aphelocoma Oak scrub on white, drained sand, Florida scrub -jay coerulescens Threatened and in open areas without a dense canopy Breeds in drier tundra areas, such as sparsely vegetated hillsides; Red knot Calidris canutus Threatened outside of breeding season, it is n fa found primarily in intertidal, marine habitats, especially near coastal inlets, estuaries, and bays Cereus Open coastal hammocks and shell Fragrant prickly- eriophonts var. Endangered maddens of Florida's east coast; apple , fragrans scrubby flatwoods, maritime and xeric hammocks Dicerandra Small sandhills (the remnants of Lakela's mint immaculata Endangered ancient coastal dunes) with sand pine scrub vegetation Rhizomatous seaerass forminc low Johnson's seagrass Holophila Threatened mats either in pure stands or with johnsonh shoalgrass in intertidal areas (6" to 6' depth) Generally, heavily forested areas in lowlands and swamps and areas with adequate deer or wild hog population; also, tropical Puma concolor hammocks, pine flatwoods, Florida panther Endangered cabbage palm forests, mixed cor}:i swamp, cypress swamp, live oak hammocks, sawgrass marshes, and Brazilian pepper thickets; depends on large contiguous blocks of wooded habitat Associated generally with elis Puma (f mountainous or remote concolor (alll Similarity of undisturbed areas; may occupy Puma subsp. except Appearance wide variety of habitats: swamps, (Threatened) riparian woodlands, broken caryi� country with good cover of brush or woodland Species Name Scientific Name Southeastern beach Peromyscus mouse polionotus niveiventris Eastern indigo Dty7narcho:r snake corais couperi Atlantic salt marsh Nerodia sjmke clarkii taeniata American crocodile American alligator Gopher tortoise Miami blue butterfly Crocodylus acutus Alligator mississippiensis Federal Habitat Status Areas consisting of sea oats and Threatened associated dune systems with grasses, open sandy areas, and scattered shrubs Generally mesic flatwoods, upland Threatened pine forest, sandhills, and scrubby flatwoods; commonly associated with gopher tortoise burrows Brackish and salt marshes, shallow Threatened tidal creeks and pools, often in association with glasswort and fiddler crab burrows Found in coastal areas and river Threatened systems but prefer brackish lakes, mangrove swamps, lagoons, cays, and small islands Fresh and brackish marshes, ponds, Similarity of lakes, rivers, swamps, bayous, Appearance canals; and large spring runs; often (Threatened) bask on partially submerged logs or on land nest to the water Gopherus Candidate Favors dry sandy ridges with well polyphemus drained sandy soil Cyclargus thorrrasi Endangered Tropical coastal hammocks, scrub, bethunebakeri and pine rocklands r� _CRO HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET w SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ www.citvofsebastian.orq ❑ PUD — Conceptual Development Plan ❑ PUD Preliminary Development Plan (50 acres or <) f 1 PUD — Preliminary Development Plan (> than so acres) PUD — Site Plan PUD —Final Plat F 1 SUBDIVISION — Division of Single Lot (ResidenFfaq ❑ SUBDIVISION -- Preliminary Plat (so acres or <) CI SUBDIVISION - Preliminary Plat (> tnanso acres) ❑ SUBDIVISION -- Construction Plans J SUBDIVISION —Final Plat F' SITE PLAN (Administrative Approval) 71 SITE PLAN (Major Modification) Vi SITE PLAN (New Development) J SITE PLAN (Minor Modification) Project Name: Arneron Boat & RV Storage Total Site Area: 3.76 Acres "F Parcel ID: 31390700000300000009.3 Address of Site: 45 Ashbury Blvd. Sebastian, FL 32958 Proposed Use: Commercial Development Land Use: CG Zoning: CG Applicant Name: William Brognano Address: PO Box 780874 Sebastian, FL 32978 Telephone:772-589-1299 Email: ameronh@aol.com Applicant (If not owner, written authorization (notarized) frorn owner is required) Owner: William Brognano Address: PO Box 780874 Sebastian, FL 32978 Telephone: 772-589-11299 Email: ameronh@aol.com Date Received: 3 �Ol aoa�S Fee Pa X90. 0 Received by- ` FORM A Surveyor: Kin Surveyors Address:5220 US-1, #104 Vero Beach, FL 32967 Telephone, 888-396-7770 Email: Engineer: Schulke, Bittle & Stoddard, LLC. Address: 1717 Indian River Blvd., Suite 201, Vero Beach, Florida 32960 Telephone: (772) 770-9622 Email: jschulke@sbsengineers.com Pre — Application Meeting Date: DESCRIPTION OF PROPOSED PROJECT: Outside boat & RV storage SIGNATURE OF APPLICANT I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of approval does not presumme to give aF:01D to violate of cancel the provisions of any other state or local law regulating construction or the performance o 'on. t William Brognano Print name Signitafe Date Notarv: STATE OF: 0— COUNTY: _ Y) k i 1 eA-- I hereby certify that on �+ �-�� vZ 20_,; personally appeared I Ella rll I z ej tin V i,, who is �personally known to me or has produced identification. Type of identification produced: [SEAL] - - — Notar Public Notary Public State of Florida My Commission Expires: Kristine L. Grunzweig IIII My Commission HH 618859 Expires 1/18/2029 FORM A rnv of SEBA.-STL HOME OF PE-LJCAN ISLAND � D OCT 1 7 2015 D COMMUNITY DEVELOPMENT DEPARTMENT BY: 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5S18 ■ www.cityofsebastian.org Accessory Structure Reviewed by P1Z X Conditional Use Permit (Commercial) Administrative Variance (Fence or Septic System) (- onciitional Use Permit (Model I lomes i Easement (Abandonment) Board of Adjustment (Appeal) Special Use PermitlSpecial Exception Board of Adjustment (Variance) Project Name:AMERON RV & BOAT STORAGETotal Site Area: 3.76 Parcel ID: 31390700000300000009.3 Address of Site:45 ASHBURY BLVD, SEBASTIAN, FL 32958 Proposed Use: OUTDOOR STORAGE Land Use: Applicant Name: WILLIAM BROGNANO Address: PO BOX 780874, SEBASTIAN, FL 32978 Telephone: 772-589-1299 Email:AMERONH@AOL.COM Zoning: Acres\SF Applicant (If not owner, written authorization (notarized) from owner is required) Owner:WILLIAM BROGNANO AND TODD BROGNANO Address: PO BOX 780874, SEBASTIAN, FL 32978 Telephone: 772-473-0469 Date Received: 10 It i Email: AMERONH@AOL.COM Fee Paid: (15-0 . C30 Received by: 7:Z" S A-* vzry •;u p Surveyor: CIVILSURV DESIGN GROUP INC Address:444 4TH LN SW VERO BEACH, FL 32962 Telephone: 772-323-2244 Email: SWORACK@CIVILSURV.COM Engineer: JOSEPH SCHULKE (SCHULKE, BITTLE & STODDARD LLC) Address:1717 INDIAN RIVER BLVD., STE 201 VERO BEACH, FL 32960 Telephone: 772-770-9622 Pre — Application Meeting Date: DESCRIPTION OF PROPOSED PROJECT: Email: JSCHULKE@SBSENGINEERS.COM CO U 01 Tl tM *-- OaT'Dor4z S meef G-G- F-�C t az l t;?5 I N CCr- Ze u t N G— D cSziz( c r IN 'Me 7. '%U G(E 0 Y Oe t-hw LtSTQ ICT SIGNATURE OF APPLICANT I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of approval does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of con�.0 action. Print name Sim Da NotarN : STATE OF: COUNTY:o.+�� K I hereby certifyy� that on 6? - 1 -7-- , 20a- f personally appeared 11,t,iW11 &)W)who is L,,-�personally known to me or has produced identification. Type of identification produced- - 1 [SEAL] Notary Public S1�1� of Florida �Albtarl'ublic M Kristinemm L. on mm e8 My Commission Expires: IN Y Commission MM e1e8So — Expires 1/18/2029 FORM D