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HomeMy WebLinkAbout03-21-2019 PZ AgendaSEPTAN HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 AGENDA PLANNING AND ZONING COMMISSION THURSDAY, MARCH 21, 2019 — 6:00 P.M. CITY COUNCIL CHAMBERS 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MAYBE INSPECTED IN THE OFFICE OF COMMUNITY DEVELOPMENT 1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CITY WEBSITE 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS AND/OR AGENDA MODIFICATIONS Modifications and additions require unanimous vote of members. Deletions do not apply. 5. APPROVAL OF MINUTES Regular meeting of March 7, 2019 6. QUASI-JUDICIAL PUBLIC HEARINGS • Chairman opens hearing, attorney reads ordinance or resolution or title • Commissioners disclose ex -parte communication • Chairman or attorney swears in all who intend to provide testimony • Applicant or applicant's agent makes presentation • Staff presents 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 be sworn but anyone merely advocating approval or denial need not be sworn in) • Applicant provided opportunity to respond to issues raised by staff or public • Staff provided opportunity to summarize request • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Quasi -Judicial Public Hearing — Site Redevelopment Plan — Verizon — Demolition and New 2,400 SF Retail Building @ 1676 US Highway #1 (Existing 2,600 SF State Farm Insurance Office) — CR (Commercial Riverfront) Zoning District UNFINISHED BUSINESS None 8. PUBLIC INPUT Public Input on items other than on the printed agenda, is five minutes, however, it can be extended or terminated by a majority vote of members present 9. NEW BUSINESS A. Accessory Structure Review — LDC Section 54-2-7.5 — 557 Sloane Street — 720 SF Detached Garage — Cheryl Scranton 10. COMMISSIONERS MATTERS 11. CITY ATTORNEY MATTERS 12. STAFF MATTERS 13. ADJOURN HEARING ASSISTANCE HEADPHONES ARE AVAILABLE IN THE COUNCIL CHAMBERS FOR ALL GOVERNMENT MEETINGS. ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONYAND EVIDENCE UPON WHICH THE APPEAL IS TO BE HEARD. (F.S.286.0105) IN COMPLIANCE WITH THE AMERICAN WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS A SPECIAL ACCOMMODATION FOR THIS MEETING SHOULD CONTACT THE CITY'S ADA COORDINATOR AT 589-5330 AT LEAST 48 HOURS IN ADVANCE OF THIS MEETING. 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 — www.citvofsebastiah.oro unless otherwise noticed and rebroadcast at a later date — see COS -TV Channel 25 for broadcast schedule 2 1 2. 3. El CITY OF SEBASTIAN PLANNING & ZONING COMMISSION MINUTES MARCH 7, 2019 Call to Order -- Chairperson Kautenburg called the meeting to order at 6:00 p.m. Pledge of Alleoiance was recited by all. Z.7I[�7l Present: Mr. Roth Mr. Mauti (a) Mr. Simmons (a) Mr. Qizilbash Ms. Kautenburg Mr. Hughan Mr. Carter Not Present Mr. Reyes Excused Mr. Alvarez -- Excused Also Present: Ms. Dorri Bosworth, Planner Ms. Janet Graham, Technical Writer James Stokes, City Attorney Ms. Mara Schiff, Indian River County School Board, was not present. Announcements and/or Agenda Modifications, 06 C O N .CNj3 m cr ~ Q. E cc U n, �$120 C 0 0� CL CL c CDN fain Ms. Kautenburg announced that, since Mr. Reyes and Mr. Alvarez are excused, Mr. Mauti and Mr. Simmons will be voting in their places. 5. Aooroval of Minutes A. Regular Meeting of January 17, 2019 Ms. Kautenburg asked for any additions or corrections to the Minutes as presented. Hearing none, Ms. Kautenburg asked for a motion to accept the Minutes. A motion to accept the Minutes as presented was made by Mr. Carter, seconded by Mr. Simmons, and approved unanimously by voice vote. 6. Quasi -Judicial and Public Hearinos -- None 7. Unfinished Business -- None 8. Public Inout -- None PLANNING AND ZONING COMMISSION PAGE 2 MINUTES OF REGULAR MEETING OF MARCH 7. 2019 9. New Business A. Accessory Structure Review -- LDC Section 54-2-7.5 -- 133 Cardinal Drive -- 806 SF Detached Carport -- Shawn M. Hosey Ms. Kautenburg asked for the applicant to present his case. Mr. Shawn Hosey, 133 Cardinal Drive, Sebastian, FI. Mr. Hosey stated he proposes to erect a carport in order to store a boat under cover. He purchased the lot next door with this plan in mind. Ms. Kautenburg then asked for input from the staff. Ms. Bosworth stated the applicant has submitted a plan, a copy of which each member of the Commission has. This structure will be a prefab structure with a metal roof, which will match the metal roof that is on his house. There will be metal posts, which will be painted to match the color of the house. There will be gable ends on the structure, which will also be painted to match the color of the house. The grade of the lot is such that the carport roof will not be higher than the roof of the house. Per what is shown on the site plan, the applicant will install the required landscaping. Ms. Bosworth stated there may be some additional trees or other landscaping necessary, depending on whether there are existing trees and how much credit he will get for them. Upon the final Planning and Zoning inspection, it will be verified that all the necessary landscaping/trees are in place. Ms. Bosworth stated staff recommends approval of the carport structure. Ms. Kautenburg inquired if any members of the Commission has any questions or comments. Mr. Qizilbash: • Inquired as to how near to the existing house the proposed structure will be situated. Mr. Hosey replied it will be 12 feet from the side of the house to the side of the proposed structure. • Inquired about whether the existing palm trees on the property will be saved. Mr. Hosey replied that he intends to keep the existing palm trees. • Asked whether there will be a driveway up to the structure. Mr. Hosey stated it will only be used approximately twice a month, so he was not intending to install a driveway. • Inquired whether there will be a gate and a fence. Mr. Hosey stated there is already a fence with a gate. PLANNING AND ZONING COMMISSION PAGE 3 MINUTES OF REGULAR MEETING OF MARCH 7, 2019 Ms. Kautenburg: • Inquired of Ms. Bosworth whether the absence of a driveway will endanger the swale. Ms. Bosworth stated the City could require a driveway if there is something that comes up in the future that Stormwater would require, but since there are no swales, just curb -and -gutter in that area, a driveway is not required. • Asked, if there is no swale, will the vehicles have to traverse over a curb. Mr. Hosey stated it is a rounded curb, and the driveways in that area actually go up over the curb. There being no further discussion, Ms. Kautenburg called for a motion. A motion to accept the accessory structure at 133 Cardinal Drive, Lots 38 and 39, Block 562, Sebastian Highlands, Unit 16, was made by Mr. Carter, seconded by Mr. Simmons, and approved unanimously by voice vote. 10. Commissioners Matters: Election of Chairperson and Vice Chairperson Ms. Kautenburg called for nominations for election of a Chairperson. A nomination to elect Ms. Kautenburg was made by Mr. Hughan and seconded by Mr. Carter. Ms. Kautenburg accepted the nomination. There being no further nominations for Chairperson, the election of Ms. Kautenburg to serve as Chairperson for another term was approved unanimously by voice vote. Ms. Kautenburg called for nominations for election of a Vice -Chairperson. A nomination to elect Mr. Reyes was made by Mr. Roth and seconded by Mr. Qizilbash. Mr. Carter nominated Mr. Roth. Mr. Roth declined the nomination. There being no further nominations for Vice -Chairperson, the election of Mr. Reyes to serve was approved unanimously by voice vote. Ms. Kautenburg called for any other matters the Commissioners wished to discuss. Mr. Roth: • Inquired of Ms. Bosworth whether there is an update on the proposed plan for the riverfront area. Ms. Bosworth reviewed that the City staff has been working with the consultant on the new master plan, and there is work being done on how to complete the plan. There have been several site plans presented, and they will be brought before this Commission in the near future. Staff is working on our CDBG grant, and there may be some stakeholder meetings and public hearings necessary in the near future. Ms. Bosworth stated that Lisa Frazier will be able to update the Commission on the CRA plan, but she does not know when that will occur. Mr. Roth stated he is looking forward to hearing from Ms. Frazier. PLANNING AND ZONING COMMISSION PAGE 4 MINUTES OF REGULAR MEETING OF MARCH 7. 2019 • Inquired whether a sidewalk at the railroad crossing at Barber Street is being considered. Ms. Bosworth stated she has presented that question to the present City Manager, but it is going to be very difficult to get a sidewalk across the railroad tracks. Ms. Kautenburg: • Stated she would like to get an update on the various projects that are being worked on. • Thanked Ms. Bosworth for mentioning an article in the paper about tiny houses and bringing them to the City. She inquired whether any action has been taken in regard to this subject. Ms. Bosworth stated the City has had some calls showing interest. She stated there is some acreage in the City that would be amenable to this type of community, but the zoning would have to be changed to a PUD. Mr. Carter: • Regarding the riverfront area, he Inquired as to whether there was a plan submitted and not yet accepted. Ms. Bosworth stated there have been some drafts, but staff does not feel there is a draft complete enough to be presented yet, but the project is being worked on. Mr. Simmons: • Inquired about what is happening with the cemetery. Ms. Bosworth stated there are discussions for expansion of the cemetery. She has not seen the final plans, but there was previous talk of a columbarium being erected. • Inquired about what will be on the agenda for the next meeting. Ms. Bosworth stated there is a site plan for the property where the old State Farm building is. Verizon is proposing to demolish the present structure and build their own building. That will be before this Commission at the March 21St meeting. Mr. Hughan: • Addressed the subject of the Sunshine Law as it applies to the members of this Commission. He recalled that it was previously proposed for the Commissioners to get an email address from the City. He inquired as to the status of that proposal. Mr. Stokes explained that the Sunshine Law is based upon the content of the communication, not how the communication is received. He recalls that the IT Department said there would not be a problem with creating email addresses for the Commissioners, and he will look into that. Mr. Qizilbash: 0 Stated regarding a property in the 1700 block of Barber Street, there is a vacant PLANNING AND ZONING COMMISSION PAGE 5 MINUTES OF REGULAR MEETING OF MARCH 7, 2019 lot with several vehicles and pieces of machinery parked on that vacant lot. Ms. Bosworth stated that the Code Enforcement Officer has been to that site. The Code states that you can run a business from your home such as an office, taking phone calls, etc., and if the business has a truck or trailer, etc., the property owner is permitted to have one of those vehicles, but it must be screened behind a fence. She will have the Code Enforcement Officer visit the site again. Mr. Mauti: • Inquired as to the status of the "Spirit of Sebastian" project. Ms. Bosworth stated the County is requiring some improvements to Old Dixie Highway, and the City is working through defining those requirements in order to proceed with the project. • Queried if there will be any impact fees assessed for the developer to access any of the public roads that will be accessed from this development. Ms. Bosworth stated there are impact fees assessed as the houses are being built, which the City collects for the County, and there is a formula that defines how that money is distributed between the City and the County. Mr. Mauti is concerned about the increased traffic on some of the local streets due to the additional housing, and who is going to pay for the increased maintenance of those streets and roads. Ms. Bosworth stated the City has not in the past collected extra funds from a private subdivision because those residents need to use a public road to get to a main artery. In some instances, off-site improvements have been required of the developer. 11. Citv Attornev Matters -- None 12. Staff Matters -- None 13. Adiournment -- Ms. Kautenburg called for any further business. Hearing none, she adjourned the meeting at 6:25 p.m. jg CmLf SEBAS-T," HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT Site Plan Review Staff Report 1. Project Name: Verizon Retail 2. Requested Action: Approval of a site redevelopment plan consisting of demolition of an existing office building and construction of a new 2,400 SF retail building along with required parking, landscaping, and site amenities. 3. Project Location 4. 5. Q 7 a. Address: 1676 U.S. Highway #1 b. Legal: Metes and bounds, as recorded in the Official Record Book 2853, Page 586, Indian River County, Florida Public Records C. Indian River County Parcel Number: 30-38-21-00001-9999-00021.0 Project Owner: RDP 10, LLC 140 E. Morse Boulevard, #J Winter Park, Florida 32789 (407)766-1000 Project Agent: Mr. Wesley Mills, P.E. Project Engineer: Mr. Wesley Mills, P.E. Mills, Short & Associates 8008 1h Street Vero Beach, Florida 32962 (772)226-7282 Project Surveyor: Mr. Bill Zentz, PSM William Zentz and Associates 684 Old Dixie Highway Vero Beach, Florida 32962 (772)567-7552 1 8. Project Description a. Narrative of proposed action: Retail Development Properties, LLC has filed a site plan application for redevelopment of the existing site located at 1676 US Highway #1. The project consists of demolishing the 2,600 SF State Farm office building, constructing a new 2,400 SF retail building, reconfiguring the parking area and driveways, removing the numerous invasive trees in the eastern area of the property, and bringing the site into compliance with the current Riverfront landscaping requirements. Water and wastewater service to the site will be accomplished via connection to Indian River County Utilities and the existing septic system will be removed. The site consists of 1.08 acres, of which .34 acres will be impervious (32%) and .74 acres will be open space (68%). b. Current Zoning, Future Land Use and Overlay District: 1. Zoning: CR (Commercial Riverfront) 2. Future Land Use: RMU (Riverfront Mixed Use) 3. Performance Overlay District: Riverfront C. Adjacent Properties Zoning Current Land Future Land Use Use North: CR &CWR Vacant RMU East: CWR Residences RMU South: CR Funeral home RMU West: CR Retail services RMU d. Site Characteristics (1) Total Acreage: 1.08 acres (2) Current Land Use(s): Vacant office (3) Soil: (4) Vegetation: (5) Flood Hazard (6) Water Service: (7) Sanitary Sewer Service: 2 St. Lucie Sand (aquifer recharge area) Exotic invasives, some palms, pines & oaks Zone X Indian River County Utilities Indian River County Utilities 4 10. (8) Parks: Community Center - 600 feet Riverview Park - 1 mile (9) Police/Fire: Indian River County Fire - 1 mile Sebastian Police -'/2 mile Comprehensive Plan Consistency a. Future Land Use: consistent b. Traffic Circulation: consistent C. Housing: n/a d. Public Facilities: consistent e. Coastal Management: n/a f. Conservation: consistent g. Recreation and Open Space: consistent Contents of Site Plan: a. lot configuration: provided b. finished ground floor elevation: Proposed - 29.50' C. contours and designating number of dwelling units: N/A d. square footage of site: provided - 47,036 SF e. building coverage: 2,400 SF = 5% (Maximum 30%) f. square footage of impervious areas and open area: Impervious 14,896 SF = 32% (80% maximum) Open 32,140 SF = 68% (20% minimum) g. setbacks: provided - in compliance with zoning regulations. Minimum Provided Setback Front - US Hwy #1 6' 49.67' Secondary Front - Davis St 6' 96.37' Side (east) 10' 65.93' Rear (south) 10' 138.45' 3 h. scaled drawings of the sides, front and rear of the building or structure: provided L 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: 25'-4" (maximum 35') I. location and character of all outside facilities for waste disposal, storage areas, or display: provided - side dumpster, screened by 6' high masonry enclosure with solid gate M. location and dimensions of all curb cuts and driveways: provided n. number of spaces with their location and dimensions: provided Parking Required: One space for 150 SF of retail floor area: 2,400 SF - 150 = 16 spaces Parking Required: 16 spaces Parking Provided: 16 regular spaces 1 H/C spaces 17 spaces o. details of off-street parking and loading areas (including requirements of Article XV): provided - Also, based on aggregate gross floor area of the retail building - less than 5,000 SF- a loading space was not required. No large truck deliveries are expected and smaller delivery trucks will park temporarily in site parking areas. P. all off-street vehicular surfaces available for maneuvering: provided q, surface materials: provided r. number of employees: not provided S. type of vehicles owned by the establishment: none 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 2 V. location, size, character, and height or orientation of all signs: provided - location only. All signs will require separate zoning reviews and building permits, and comply with the Overlay District design and color standards. 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 — A small, decorative fence will be placed on top of the rear slope to help inhibit public access to that area. Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: provided — Because the project proposes redevelopment of an existing commercial site, a SJRWMD permit exemption was given. But SJRWMD also requested that "green areas/depressions be provided for a non -quantifiable storage of runoff in the post condition." The requested stormwater areas have been added in the front yard along US #1. 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 CC. Verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property: provided 11. Site location and character of use: provided 12. Appearance site and structures: a. harmonious overall design: Yes b. location and screening of mechanical equipment, utility hardware and waste storage areas: provided — dumpsters, roof -top mechanical equipment (as shown on the architectural plans), and the irrigation pump have all been screened C. commercial and industrial activities conducted in enclosed buildings: Yes d. exterior lighting: provided — see separate photometric plan/sheet 13. Access, internal circulation, off-street parking and other traffic impacts: 5 14. 15. a. internal circulation system design and access/egress considerations: provided b. separation of vehicular and pedestrian areas: provided Traffic impacts: Based on the net increase of new trips generated by the project (79 additional trips), a traffic impact study was not required. Open space and landscape (including the requirements of Article XIV): a. Name, address and phone number of the owner and designer: provided b. North arrow, scale and date, minimum scale of one inch equals fifty (50) feet: provided C. Property lines, easements, and right-of-way with internal and property line dimensions: provided d. Location of existing or proposed utility service: provided e. Location and size of any existing or proposed structures: provided f. Location and size of any existing or proposed site features, such as earthen mounds, swales, walls and water areas: provided — three -rail decorative fence, 6 -foot wooden fence required for opaque buffering (for adjacent residential properties), and 1 -foot earthen berm along east property line. g. Location and size of any existing or proposed vehicular use area: provided h. Location and size of any existing or proposed sidewalks, curbs, and wheel stops: provided I. Location of sprinkler heads, hose bibs, or quick cupplers and other information on irrigation: Irrigation plan has been provided. Separate building permit necessary. 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 k. Location of required landscape areas and dimensions: provided I. Location, name, height and size of all existing plant material to be retained: provided - Existing pines, palms and oaks are being saved Cd for a total of twenty-three (23) tree credits. As required, all Brazilian Pepper and Melaleuca trees will be removed from the site. M. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: provided n. Height, width, type, material and location of all barriers of nonliving material: provided o. Location, dimensions and area of landscaping for freestanding signs: provided P. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: provided q. Riverfront Overlay District special landscape requirements: All perimeter and foundation planting requirements have been met, including increased size, and canopy, understory and hedge amounts. General Landscaping requirements from Article XIV have also been complied with. 16. Required screening of abutting residential and nonresidential uses: provided — The 293.5' of property abutting the residential uses to the east will be screened with a 6' high wooden opaque fence, as required by the LDC. 17. Flood prone land and wetland preservation: There were no areas of wetlands found on the property, and the site is located in Flood Zone X. 18: Surface water management: provided 19: Available potable water: Indian River County Utilities 20: Wastewater service: Indian River County Utilities 21: Soil erosion, sedimentation control and estuary protection: provided 22. Performance Overlay District Requirements: provided 23. City Engineer's review: Applicant has addressed all the consulting city engineer's comments. 24. Additional considerations: Phase I & 2 Environmental Site Assessments and a Species of Special Concern Study (Flora and Fauna) were performed on the subject site. There were no active tortoise burrows or wetland areas found on the property, but the report indicated an active osprey nest located near the property's northeast corner on an FP&L nesting pole. US Fish & Wildlife Services stated the Migratory Bird Treaty Act did not preclude clearing activities near the nest as long as the activities did not disturb the nest or chicks. FWS also recommended the 7 landclearing activities be minimized near the nest during season and trees not be dropped toward the nesting pole. Staff will require that the contractor hired to do the landclearing submit additional information with the permit application indicating the precautionary measures that will be taken in the area of the nest. Soil testing in the area of the buried gas tanks met national and industry standards that did not require any additional measures and/or testing. Stabilization of the rear slope, which drops approx. 12 feet, and which will be disturbed when the numerous invasive trees are removed, is addressed on the Landscape Plan (see Slope Stabilization Notes). The rear area behind the building will be sodded after Erosion Control Matting is installed. A required inspection after 30 days will determine if the stabilization has been established sufficiently. Also, a small, 1 -foot earthern berm will be constructed close to the eastern property line, protecting the adjacent residential properties from additional stormwater run-off. Because of the difference in elevations of the adjacent residential properties to the rear and the proposed parking areas - with regards to possible light glare from the pole lights at night, down the rear slope - a note has been added to the photometric sheet that additional shielding for the lights may be necessary in order to diminish any nuisance glare. The note also states that the rear wall light will be on a timer. 25. Staff Conclusion: The proposed site plan is consistent with the Comprehensive Plan, the Land Development Code, and the Riverfront Overlay District. 26. Recommendation: Hold public hearing regarding the proposed site redevelopment plan. Staff recommends the Planning and Zoning Commission approve the application request. PREPARED BY H 3 /Sill DA E Cp �LIPPOOF SERA ' x M Permit Application No. City of Sebastian HOME OF PELICAN ISLAND Development Order Application Applicant (If not owner, written authorization (notarized) from owner is required) Name: Retail Development Properties, LLC Address: 140 E. Morse Boulevard, No. J, Winter Park, FL 32789 Phone Number: (407 ) 766 - 1000 FAX Number. ( } E -Mail: rgierke@reta0aevelopmentpropenles.com I Owner (If different from applicant) Name: 1676 Ducks, LLC Address: 3155 62nd Avenue, Vero Beach, FL 32966 Phone Number: ( 772) 359 -7199 FAX Number. ( } E -Mail: flemanski.ccim@gmail.com Title of permit or action requested: Major modification to site plan PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING. COPIES OF ALL MAPS, SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND 5-112" BY 11" COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. A. Project Name (if applicable): U.S. Highway 1 Retail Building B. Site Information Address: 1676 U.S. Highway 1, Sebastian, FL 32958 Lot Block: Unit: Subdivision: Indian River County Parcel #: 30-38-21-00001-9999-00021.0 Zoning Classification: CWR Future Land Use: Riverfront Mixed Use Existing Use:4+estaatfatit off1CIF Proposed use: Retail Sales �. C. Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessary). See Attached DATE RECEIVED: 5 /a')l1':�' FEE PAID: $ I GOG. RECEIVED BY:IaL � D. Project Personnel: Agent: Name: Mills, Short & Associates Address 800 8th Street, Vero Beach, FL 32962 Phone Number: (772 ) 226 - 7282 E -Mail: wmillsC�mlllsshortassociates.com Attorney: Name: Address Phone Number: E -Mail: Engineer: Name: Mills, Short & Associates Permit Application No, FAX Number: ( 772 ) 907 - 6140 FAX Number. ( Address 800 8th Street, Vero Beach, FL 32962 Phone Number. (772 ) 226 - 7282 FAX Number. ( 772 ) 907 - 6140 E -Mail: wmills@millsshortassociates.com Surveyor: Name: William Zentz and Associates Address 684 Old Dixie Highway, Vero Beach, FL 32962 Phone Number. ( 772 ) 567-7552 FAX Number. ( 1 E -Mail: 1 T W6SLi<y PA It.t- S , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT. _ I AM THE OWNER A_ I AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION AT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURA O UE TO THE BEST OF MY KNOWLEDGE AND BELIEF. AO SIGNPyTd'RE DATE SWORN TO AND SUBSCRIBED BEFORE ME BY .l • t,l% E S L. 4,�1 L L S WHO IS PERSONALLY KNOWN TO ME OR PRODUCED AS IDENTIFICATION, THIS DAY OF 20 NOTARY'S SIGNATURE PRINTED NAME OF NOTARY COMMISSION NO./ExPIRATION SEAL: of A Elaine Shook o� NOTARY PUBLIC p STATE OF FLORIDA Comm#GGt05940 m tee Expires 5/17/2021 a M f G-1 TITLE SHEET G-2 GENERAL NOTES C-1 EXISTING CONDITIONS C-2 SITE PLAN C-3 PAVING, GRADING AND DRAINAGE PLAN C> GRADING DETAILS C-5 GRADING DETAILS C-6 UTILITY PLAN C-7 UTILITY DETAILS C-8 STORMWATER POLLUTION PREVENTION PLAN & DETAILS � .M SITE LOCATION 9 � Ae SITE LOCATION MAP SCALE* N.T.S VERIZON WIRELESS U.S. HIGHWAY 1 SEBASTIAN MIT SEBASTIAN, FLORIDA 32958 INDIAN RIVER COUNTY IIS/_1L�I111Fool OWNER RDP 10, LLC 140 E. MORSE BLVD. #J WINTER PARK, FLORIDA 32789 APPLICANT RETAIL DEVELOPMENT PROPERTIES, LLC. 140 E MORSE BOULEVARD, No. J WINTER PARK, FLORIDA 32789 407.766.1000 ENGINEER Mills, Short 8 Associates 700 22nd PLACE, SUITE 2C VERO BEACH, FLORIDA 32962 PHONE: 772.226.7282 SURVEYOR WILLIAM ZENTZ AND ASSOCIATES 684 OLD DIXIE HIGHWAY VERO BEACH, FLORIDA 32962 PHONE: 772.567.7552 SITE LOCATION ... � 1.lr_ E ZONED -LR C 3' tl uND use Rwx Ifs •/6.�rr. , i �. VICINITY MAP = SCALE: N.T.S .\ 5 Of 9pg ,y��WWKK t l �r2019 II yN > 3 0 (1) �• i7.�6:PaS:n iLL 0 N F w IvPrnv5pt N & 9pg ,y��WWKK t l �r2019 II yN > 3 0 w W �• i7.�6:PaS:n iLL 0 N F w IvPrnv5pt N & °N S I— '- 02,20201el G- -1 .[' -'l , 1 a' 10 , GENERALNOTES 1 ALL CONSTRUCTION TO BE IN ACCORDANCE XXLNI E LATEST STANDARDS OF THE CITY OF SEBASTIAN, INDIAN RIVERCOUNTYANO F.T. VEMENTSIRIPING TO BE IN ACCORDANCE WITH THE CITY OF SEBASTIAN SPECIFICATIONS AND WITMTHE FLOROTA OOT_ ROAOWAYfliRPFFIC STANDARDS. INDEX 11. 3 ALL TRAFFIC GENTEEL SIGNS SHALL BE IN ACCORDANCE NTH ME MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATESTEDITICN, <. WHERE MUCK OR OTHER ORGANIC MATERIAL IS FOUND. IT SHALL BE REMOVED AND REPLACED WIDI DUALITY BACKFILL MATENAL OBTAINED FROM ME GRADING OPERATION$ OR OTHER$OURCE APPROVED BY ME ENGINEER THE ORGANICMATERIAL SHALLBE MEN USED AS TOP DRESSING WHEN MIXED WITH MEAN SANDY SOIL. 5 ME CONTRACTOR SHALL NOTIFY THE COY OF SEBASTIAN PUBLIC MERE DIVISION, FOOT AND MILLS, SHORT S ASSOCIATES AT LEAST ONE AREA BEFORE COMMENCEMENT OF MY CONSTRUCTION CONTRACTOR SHALL OBTAIN A CITY OF SEBASTIAN RAV PERMIT PRICK MCOMMENCING WORK Al TH I N CITY CF SEBASTIAN RIG M-0FWAYS 6 CONTRACTOR IS RESPONSE LE FOR CHECKIN G ACTUAL S HE CONDITIONS BEFORE STARTS NG CONSTRUCTION. Z, AVIV DISCREPANCIES ON ME DRAWINGS S HALL BE BROUGHT TO ME ATTENTION OF ME ENGINEER BEFORE COMMENCING WORK B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING IfOURES THE CONTHACTOR SHALL CONTACT ALL CONCERNED UOUTIM AT LEASTIB HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS_ 9 NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR WRTTEN APPROVAL OF ME ENGINEER. 10 CONTRACTOR SHALL SUPPLY DENSITY TEST TO ENGINEER ON ALL SUB GRADE AND BASE TESTSHALLBEPREPAREOPERMSHT 1WMETHOD 11 SLOPE GRADES FROM ELEVATIONS SHOWN TO THE EMSTNGGRAOEAT PROPERTY LINE. 12 CONTRACTORSHALLNOTIFYEWINEERATLEAST48HOURSINAWANCEMRANYINSPECTIONS. 13 ANY EXISTING FLOW WELLS SHALL BE PLUGGED AS PART OF SITE DEVELOPMENT 14 ME CONTACTOR S HALL BE RESPONSI BLE FOR FU PUSHING ALL MATERIAL AN D LABOR TO CONSTRUCT TO E FACIMTY AS SHOWN AN D DESCRI BED I N THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROWNG AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES. STUMPS, ROOTS, MUCK EXISTING PAVEMENT AND ALL OTHER DELEIERIouS MATERIAL 15 EXISTING MIDDLE SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF RHE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND U EPEES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN PRE ENTIRELY ACCURATE FINDING TIE ACTUAL LOCATICNOF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE OCHE BEFORE HE COMMENCES ANY WORK IN TIE VICINITY FURTXERMORE.TIECONTRACTCR 18, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ME VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED GR AERIAL UTILITIES WITHIN OR NEAR TIE CONSTRICTION AREA BEFORE COMMENCING WORK 17 THE CONTRACTORSNALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITSAND BONDS IF REQUIRED PRIOR TO CONSTRUCTION 1A18 CONSTRUCDONACTNUMSWTHIN LIRE CITY LIMITS SHALLONLY BE ALLOWED DURING ME HOURS OF 2 D3MI TO STORM, MONDAYMNOUGH FRIDAY, ANO 800AMT05 WFMONSATURDAYMOSUNDAY. A19 CITY OF SEBASTIAN COMMERCIAL WIRD CLEARING PERMIT IS REQUIRED BEFORE ANY TREE REMOVAL AND EROSION CONTROL ACTIVITIES COMMENCE PAVING AND DRAINAGE NOTES. 20 STRIP TOPSOILAND ORGANIC MATTER FROM ALL AREAS OF THE SIZE AS REQUIRES TOPSOIL WMICH HAS BEEN STRIPPED AND STOCK PILED DURING THE COURSE OF CONSTRUCTION SHALL BE REDISTRIBUTED ON ALL REGRADED SURFACES SO AS TO PROVIDE AT LEAST FOUR INCHES OF EVEN COVER TO ALL DISTURBED AREAS OF THE DEVELOPMENT AND SHALL BE STABILIZED BY SEEDING OR P WiTING 21. ALL DISCUSSED AREAS WITH SLOPES UP TO 61 SHALL BE SEEDED AND MULCHED SLOPES STEEPER THAN 61 SHALL BE SODDED AND SLOPES ]I OR STEEPER SHALLHAVGME SOD PROVED. 22 ANYFILL MATERIAL MUST BE APPROVED BY ENGINEER INVESTING PRIOR TO PLACEMENT 23. ALLPAVING, CONSTRUCTION.MATERIALS. ANOWORNMANSHIPWRHIN COUNTYSRIGHT-OFAAMHHALLBE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICACONS AND STANDARDS (LATEST EDITION) OR MOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTYREGULATONS IX ALLUNPAVEDAREABINEXISTINGRIGHTSOFWAYDISTURBEOBYCONSURUCTIONSHALLBEREGMDEDANOWDDED 25 TRAFFIESCHLOOLONALLFWT, LOCAL ANDCWNIY RIGHTS OF WAYMALLMEEMEE REQUIREMENTS OF THEMANUALOF UNIFORM TRAFFIC MQMOL DEVICES UNS WTFHMANO THE REQUIREMENTS OF THE STATE AND MY LOCAL AGENCY HAVING JURISDICTION. INTHEEVERTMATTHECONTRACT W CUMENTS AND ME JURISDICTIONAL AGENCY REQUIREM ENTS ARE NOT IN AGREEMENT. THE MOST STRING ENTSHALL GOVERN 28. THE WMMCTOR SHALLGRADE THE SITE TO CRE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A CASES STAND IS WELL ESTABLISHED OR ADEQUATE STASELSANON OCCURS 2T. ALL OPEN AREAS WITHIN ME BRCJERT SITE SHALL BE SODDED UNLESS INOICAMBOTHERWISE ON ME LANDSCAPE PLM 2B ALL ANEAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED US ME DRAWINGS 29 WHERE EXISTING PAVEMENT IS INDICATED TO BE BEHOVED, THE CONTRACTOR SHALL SAW CUR FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT. 30 THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR ME DURATION OF CONSTRUCTION UNTIL ACCEPTANCE OF RHE PRPROVIDEOORMNAGE DRAINAGE STRUCTURESSHNLM CLEANED OF DEBRISAS REQUIRED DURING AND ATTIRE END OF CONSTRUCTIONTO POSITIVE 31_ IF DEWATERING IS REQUIRED, LEE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS THE CONTRACTOR IS TO COORDINATE WILD ME OWNER AN D THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION 32- FIELD DENSITY TESTS SHALL BETAKEN ATINTERVALS IN ACCORDANCE WITH ME LOCAL JURISDICTIONALAGENCYORTOFDOTSTANDARDS. IN THE FRONT A THE CONTRACTOR DOCUMENTS AND ME JURISDICTIONAL AGENCY REQUIREMENTS AS HOT IN AGREEMENT, THE MOST STRINGENT SIAL GOVERN 33 ALL SLOPES AND AREAS A ATTUNED BY CONSTRUCTION SHALL BE GRADED ASPER PUNS. DILEMMAS SHALL THEN PREMIUM OR SEEDED AS SPECIFIED IN THE PLANS. FERTILIZER, MULCHED. WATERED AND MAINTAINED UNTIL HARDY DEMOS GROWTH IS ESTABLISHED IN ALL AREAS ANYAREAS DISTURBED FORMYREASON PRIOR TO FINAL ACCEPTANCE OF THEJOB SHAHBE CORRECTED BYTHE CONTRACTOR AT NOADDITION TMST TO ME OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN 31. ALL CUT OR FILL SLOPESSHALL BE<I HORIZONTALYI VERTICAL) OR FLAMER UNLESS OTHERWISESHOWN 35 ME CONTRACTOR CHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND CURT RISING AND SCATTERING JUMP AROUSING CONSTRUCTED AND SHALL PROVIDE WATER SPRINKLING DOODLER SUITABLE METHODS OF CONTROL. THE MNTRACIOR SHALL COMPLY SIM ALLGOVERNING REGUUTONS PERTAINING TO ENVIRONMENTALPROTECTION NEWSlate ', One Calle' AS -BUILT NOTES 1 THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER, ME CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THEAPPROVED PLANS CONCURRENTLYWRH CONSTRUCTION PROGRESS RECORDOMWINGSSUBMRTEDTOTHE ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS A DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION B. DRAWINGS SHALL SHOW ACTUAL DURATION OF ALL UNDERGROUND AND ABOVEGROUND STORM DRAINAGE, WATER. REUSE AND WASTEWATER PIPING AND RELATED APPURTENANCES ALL PIPING LOCATIONS INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS, DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC C DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MAGE BY FIELD ORDER OR FIREDAMP ORDER E I NAIVES AND VALVE BOXES SHALL BE SHOWN ALL WINES SHALL BE REFERENCED FROM AT TALL BE VERIFIER AND SHOWN, ME INVERTS AND GRACE ELEVATIONS OF ALL INLETS. CONTROL PONDGRADING, SPOT EIEVAIIONSSHALL BETAKEN ATTOPOF BANK POND BOTTOM ,SMALL nuvm[ I H I e I N. LEGAL ILII WILT I N THE CONTRACTOR EXCAVATING PND, SURVEYING THE UTILITIES AT NO AOOITIONAL COST TO THE OWNER J WH ER E THE WATER MAIN CROSSES OTHER UTI LH RE (STORM, GRAVITY SEWER FORCE MM N AND RECLAIMED WATER), THE CERTIFIED ASCU I LT DMWI NGB SHALL GUIDANCE IN DIREME THE LOCATIONS OF PIPE JOINTS I N SUCH A MANNER AS TO DEMONSTRATE TH E PI PE IS CENTERED AT ALL THE CROSSING, FAILURE TO PROVIDE TMIS INFORMATION WILL NEED LT IN THE CONTRACTOR EXCAVATING ANO SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER 2 EACHSHEET OFTHEPLWS SRALLSE SIGNED. SEALED AND DATED BY REGISTERECSURVEYORMN A NOTE READING THERE ASBUILT DRAWINGS ACCURATELY DEPICT ME ACTUAL IMPROVEMENTS ASN i CO 9 RVCTED' DEMOLITION NOTES 1 ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR INA LEGAL MANNER. 2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC. LOCATED WITHIN THE PROJECT SITE ALLEXISCRY, BOIl01NDS. STRUCTURES, SLABS, CONCRETE. ASPHALT. DEBRIS PILES, SIGNS, AND ALL APPURTENANCES INDICATED TO BE REMOVED FROM ME SIZE BY THE CONTRACTOR, SPUTTER PROPERLY DISPOSED OF IN ALFGAL MANNERAS PART OFTHIS CONTRACT, SOME ITEMS LOSE REMOVED MAYNOT BE DEPICTEDONTHEMPOGRLPHICBURVEY IT IS THE CONTRACTOR'S RESPONSIBILRYTO VISIT TIE SITE AND DETERMINE ME FULL EXTENT OF ITEMS TO BEREMOVED IF ANY ITEMS ARE IN QUESTION. THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS. LOCATION OF PUBLIC WATER SYSYEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62355.114 OL6er Pipe Mom Eva. 81Ym—Ml Porte R.I. Rrc41m"OLM 21 Vanm SYdry Seiner HortrmNLal SepmLWo N Mn I Rminlmwl Wmm Man IORlvefenN JM1mm nxmwp (1) OWain Mrvn 1z Illaes =.Wn r m m.Ilam mlasla ikmm ..enrol. �r`rtl�nm ---� - --- AlLmme6M1mlltimun 11Hm N'mv AMn 4mLLYa Prtnurt WIOIM1 hTmi I'_Imierndemnimn x'Na Alw Sinry Seiner, fiM1 Il) euPNmv%sxq Wn Ss:teSewer F.—Mein, 66r1erutlemmlmmeel .-WaindlINK LS 1$Inain¢peQnd OeSUe SxmgeT—RE.Hm IO IT S.m RISdem — — IIIWderlmmyMlWnma6lwa�iuplR Wien xaNT minmuL Bt helm dM1er Alpe. Nsmmunlvn n'�Ixn ii 2imlces BOB R I ReclalmM xmm mgWUN melee Pon I II 0f LTmpin 63d q F. AC. HOR.fw."SN, xxvxbe Ye boom ISMxmermiFILE Iwn6ixieaNw<NeLopofNeIwviN anlmry sexy 1'11Ru�le Jxmm lw lagublNmdee Pan 111 affMpm 62LIR, F.0.0 �a B 8LL - }A a0 $pm Om p$a Q^3 B KJ ME 4A @s L �Ii N wa D D yLL FA V \\ Co • \ v ` v . EAL LL LLJ r ) ' � �•P.e �� dell i1 i J4 SCALE 1 "=20' a G m 51 M f / 1 SAN COT (/ (FVLLOEPTHI E% CURB TO REMAIN - FSI y d�� � FN0414CM. N I #BRONENSHOi BgsE Cl 1 (PBBLICI ^ 1C �I go mRml €I m m Q APPRox LOCAL WA O WA I (0o (CONTRACTOR L I h I Iy I 0 I 2 SITE B M I 4W —I Rss_J1\ LTD' 15 059' CF,S2325'S_"E CBS 1916. PC r9 5SEE 7REE BARRICADE DFTAIC, MEET `C O R;5893.aT © I LWr FOR REEST REMAIN MEASURES CBO 15362 L FOR TREES TOREMAIN p � 523'2826'£ ;,-. AOS':•- 2 ncE XY A 11 • rm�ti a • S V Epp ;� yb SURVEY SITE e oE2 DTV@ 9 47,036 19 It. 9 ^y 1 08 AC., I ¢ 8 O EX WASTE ' SYBTEMTANKS }' PMNTNRO OR c / •{L[tAT01 / / vz V// X///// F X I� R F` \ONE STORYCB SN eTSUs HIG TPYNo\ 3 \\ �� 8 I[ - FIX 4. 9 EX CONCPA T E QR(T II(TOBERE O I / PSPHAT R ?4 EX STORAGE TANKS // O MLL I GWT T PRENOUBLYABANDONEO J'// 2 I IN PLACE TO REGAIN 1,. 9 . 0 r (CONTRAPPROLOCATION ER IT DRANTHROUGH IEID / DONTMCTOEMOVE) PERMIT rnFOUGn DOH. AND REMOVER ^ � Q W - INDICATES EXISTING TREES TOBE REMOVED, IN MQUIRROTALL OTHER EXOTIC AND NUISANCE VEGEFATIC TO BE REMOVED 1� C Vel R=59d>IJ. PLAT BOOK INDIAN RIVER COUNTY RECOROG 4'120'S>' .� EE 80' No R ry 3 ^E%BIOEWALK J (TO BEREMOVE0 EES_ EX CONCHAVEMEM So CB_S29'Sp (TIBE REMOVE.) SO. f ^ SAW CVi SAW CUT B q IFULLOFPTR) 4` E�• 4 PAB=PoINT (TOLL DEPTH yro oro a 21 ryyh ORg, 219 0. EXISTNG SPOT ELEVATION D 123 PG )2T l FIT CURVE AIOXG REAR LIRE DU E TO LACKOF DOCUMENTATION OF NORTH C CEMWLLAVENVE R=3893AT 0 4 e=z°srlB• R=5895 L=1935d'IMI � 9J' CHD=29]31' 4'1'21'35"ce-s14.0Y1a`E - _ CON- I^o\s \No _ Ce_5295a'OPp =MAGNETIC \-139si' =pIRCONOITIONING 0 r (CONTRAPPROLOCATION ER IT DRANTHROUGH IEID / DONTMCTOEMOVE) PERMIT rnFOUGn DOH. AND REMOVER ^ � Q W - INDICATES EXISTING TREES TOBE REMOVED, IN MQUIRROTALL OTHER EXOTIC AND NUISANCE VEGEFATIC TO BE REMOVED 1� C - EX. CURB TO BE / to M,�y/ --""°1 " MDNVMWIEOUNEOFREFERERCE J �BEMOVEG SAW CUT J r�u¢wnra FOR 9EAx NGs(GN01 SAWCOT (FULL DEPTH) U.S. HIGHWAY No. 1 (STATE ROAD No. 5) (FULL DEPTH) REMOVALALL SIGNS FOOT SUR LEY BASE/WE FOR STATE .PoAB Nn 5 IOT1+W SEL BLW 000R..C, SEL 1199x1 , 4%W1 H.". SIT 100'WIDE RAV NORTH BOUND LINES NORTH AMERICAN VERTICAL OAT CM OF 1988 GF CAP . PLAT BOOK INDIAN RIVER COUNTY RECOROG BMELEVATON .� oPG� R ry 3 ^E%BIOEWALK J (TO BEREMOVE0 _ EX CONCHAVEMEM EX ASPHALT �'- (TIBE REMOVE.) NO BE MILLED) A ^ SAW CVi SAW CUT B q IFULLOFPTR) (FULL DEPTH PAB=PoINT - EX. CURB TO BE / to M,�y/ --""°1 " MDNVMWIEOUNEOFREFERERCE J �BEMOVEG SAW CUT J r�u¢wnra FOR 9EAx NGs(GN01 SAWCOT (FULL DEPTH) U.S. HIGHWAY No. 1 (STATE ROAD No. 5) (FULL DEPTH) REMOVALALL SIGNS FOOT SUR LEY BASE/WE FOR STATE .PoAB Nn 5 IOT1+W SEL BLW 000R..C, SEL 1199x1 , 4%W1 H.". SIT 100'WIDE RAV NORTH BOUND LINES DEMOLITION NOTES: 1 CONTRACTOR SHALL BE RESPONSIBLE MROBTAINING ALL REQUIRED PERMITS INCLUDING NOT ABANDONMENT PERMIT PRIOR TO RENOVATOR THE EXISTING SEPTIC TANKARD DMINFIELD. ] REMOVAL OF THE EXISTING SEWERSYSTEM SHALL BE INACLOMANCE WITH U EP STANDARDS AND THE FLORIDA AOMINISTRgTNE CODE, CHAPTER F4E-6 X, MATERIAL ENCAMPED DURING REMOVAL OF THE EXISTING DMINFIELD SHALL SE DISPOSED IN ACCORDANCE WITHCHAPTER WEE FAC. IF NOT STOCKPILED AND LIMED AT AN APPROVED SPOILS DISPOSAL SITE, THE MATERIALMORTBEIRMUGHTTOTHELANDFBL d COMPACTOR SHALL INSTALL ALL SWPP MEASURES PRIOR TO ANY CONSTRUCTION ONSNE SEE SWPP PLAN FOR DETAILS NOTES, 1 THIGSURNEY DOES NOT REIREET OR OFTE RHINE OWN ERSHIP 2. (ANDS SHOWN HEREON WERE NOT ABSTRACTER FOR RIGMSdF-WAY OR EASEMENTS OF RECORD THIS SURVEY WAS PERFORMED WITHCUTH E SENEFIT OF A TITLE SEARCH, 3 REPRODUCHOUS OF THIS ORMII NG ARE NOT VALID WITHOUT THE SIGNATURE AND ERIC I NAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 4. SURVEY SITE LIES IN ROOD COLE'X• PER F LOON INSURANCE RATE MAP NO 120E 1 CC 103H, DATED DECEMSER4.]012 5. SUBSURFACE UR LITH ES AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIN SURVEY, 6 ELEVATIONS SHOWN H EREON ARE I N FEET. REFERENCED TO HAND' ST BASED ON I NOIAN RIVER COUNTY BENCHMMK M003010',HAVINGAPUBLISHEOELEVATIONOF672FT NAVO'88 ] BEANNGS SHOWN HEREON AREREFERENCEOTO THE FLORIDA STATE PLANE COORDINATESYSTEM. EASTZONE, HAD 83=11 EPOCH MIO PER REAL TIME KINEMATICGP8 OBSERVATIONS ON DATE OF SURVEY LINE OF BEARING REFERENCE= EASTERLYMUNE OF US HIGHWAY NO 1, HAVING A GRID BEARING OF S36-30'4TE PER F D OT RM' MAP REFERENCED HEREON. LEGAL DESCRIPTION DESCRIPTION AS RECORDED IN OFFICIAL RECORBOOK DS O OS RS]. PACE 5COUNTY,RECO INDIAN RIVER COUNTY, FLORIDA PUBLIC RECORDS BEGINNING ATTHE INTERSECTION OF TIE EAST RIGHT OF WAY OF WAY SOUTH WGMIGWAYLNE OF NINTH CEOFCHENCERUN RUN RLSTERLY ON ALIRIG NE WAYLINE OFNEWU$ OF 1282 DISTANCEOF FEET', THENCERUN ESTERLYON ALINEPT RLHT TON NM UNEOF A DISTANCE OF I]B62 FEETHE A POINT WHICH G IM FEEL INE PARLYOF THE WEST CENTRor AL WAY ONEOF NORTH LEXIRgLAVENVE THENCE RUN NORTHERLY ON ALINE PPPALLELTONORM CENTRAL AVENUE. AND MICH LINE 18 IN FEET WESTERLY OF NORTH CENTRAL AVENUE. FOR A DISTANCEOF CM FEET TO ME SOUTH RI GHT OF WAY LINE OF NINTH STREET AND WHICH POINT IS 1 W FEET WEST OFTHE WEST RIGHT OF WAY LIN E OF NORTH CENTRAL AVENUE THENCE RUNWESTERLY ALONG HE RIGHT Or WAY LINE OFBIRTH DISTANCE 59 EFBEGINNING. ALL BEINGAPART BE THAT CERTAIN CRAFT OFLAND SITUATED IN INDIAN RIVER COUNTY,FLORIDA IN TOWNSHIPS CS AN0315 A E1 BEING A PART AND 39LAN EDEi KNOWDESCRIBED NA CERTAIN GAP ED AS WALREGPORTION OFSECTION D F300E F GRANT ICE BY SO BEING A P LLE IN WE LAND R CORDS OF GRTAIN MAP OF WAVREGAN OF SAS RENTING GRANT T M K S B CARTER. IN THELANDRECORDS IE BREVMDBEL NTY.FLOPOAANN g5RECORDED IN PUT BOOK 1, PAGE 118. PUBLIC RECORDS OF ST LVCIE COUNTY FLORIDA SATO LAND NOW THING AND BEING IN INDIPN RIVER (AUNTY. FLORIDA LEGEND N. IS NORTH AMERICAN VERTICAL OAT CM OF 1988 GF CAP . PLAT BOOK INDIAN RIVER COUNTY RECOROG BMELEVATON .� oPG� A U. CURB TO BE ENIa. EX CURB TO BE R REMOVED FINUCH LEO _ Q � -' CM \ `$.CUT y ^ SAW CVi R I ^ (FULL DEPTH PAB=PoINT (TOLL DEPTH OVERHEAD POWER Iv 'OR PROPOSED ncE EXISTNG SPOT ELEVATION ti ti 4 l I` C GMP 0 4 CME h Z =IRON ROD WITH CAP J as I^o\s MAG =MAGNETIC NL =pIRCONOITIONING �' R DEMOLITION NOTES: 1 CONTRACTOR SHALL BE RESPONSIBLE MROBTAINING ALL REQUIRED PERMITS INCLUDING NOT ABANDONMENT PERMIT PRIOR TO RENOVATOR THE EXISTING SEPTIC TANKARD DMINFIELD. ] REMOVAL OF THE EXISTING SEWERSYSTEM SHALL BE INACLOMANCE WITH U EP STANDARDS AND THE FLORIDA AOMINISTRgTNE CODE, CHAPTER F4E-6 X, MATERIAL ENCAMPED DURING REMOVAL OF THE EXISTING DMINFIELD SHALL SE DISPOSED IN ACCORDANCE WITHCHAPTER WEE FAC. IF NOT STOCKPILED AND LIMED AT AN APPROVED SPOILS DISPOSAL SITE, THE MATERIALMORTBEIRMUGHTTOTHELANDFBL d COMPACTOR SHALL INSTALL ALL SWPP MEASURES PRIOR TO ANY CONSTRUCTION ONSNE SEE SWPP PLAN FOR DETAILS NOTES, 1 THIGSURNEY DOES NOT REIREET OR OFTE RHINE OWN ERSHIP 2. (ANDS SHOWN HEREON WERE NOT ABSTRACTER FOR RIGMSdF-WAY OR EASEMENTS OF RECORD THIS SURVEY WAS PERFORMED WITHCUTH E SENEFIT OF A TITLE SEARCH, 3 REPRODUCHOUS OF THIS ORMII NG ARE NOT VALID WITHOUT THE SIGNATURE AND ERIC I NAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 4. SURVEY SITE LIES IN ROOD COLE'X• PER F LOON INSURANCE RATE MAP NO 120E 1 CC 103H, DATED DECEMSER4.]012 5. SUBSURFACE UR LITH ES AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIN SURVEY, 6 ELEVATIONS SHOWN H EREON ARE I N FEET. REFERENCED TO HAND' ST BASED ON I NOIAN RIVER COUNTY BENCHMMK M003010',HAVINGAPUBLISHEOELEVATIONOF672FT NAVO'88 ] BEANNGS SHOWN HEREON AREREFERENCEOTO THE FLORIDA STATE PLANE COORDINATESYSTEM. EASTZONE, HAD 83=11 EPOCH MIO PER REAL TIME KINEMATICGP8 OBSERVATIONS ON DATE OF SURVEY LINE OF BEARING REFERENCE= EASTERLYMUNE OF US HIGHWAY NO 1, HAVING A GRID BEARING OF S36-30'4TE PER F D OT RM' MAP REFERENCED HEREON. LEGAL DESCRIPTION DESCRIPTION AS RECORDED IN OFFICIAL RECORBOOK DS O OS RS]. PACE 5COUNTY,RECO INDIAN RIVER COUNTY, FLORIDA PUBLIC RECORDS BEGINNING ATTHE INTERSECTION OF TIE EAST RIGHT OF WAY OF WAY SOUTH WGMIGWAYLNE OF NINTH CEOFCHENCERUN RUN RLSTERLY ON ALIRIG NE WAYLINE OFNEWU$ OF 1282 DISTANCEOF FEET', THENCERUN ESTERLYON ALINEPT RLHT TON NM UNEOF A DISTANCE OF I]B62 FEETHE A POINT WHICH G IM FEEL INE PARLYOF THE WEST CENTRor AL WAY ONEOF NORTH LEXIRgLAVENVE THENCE RUN NORTHERLY ON ALINE PPPALLELTONORM CENTRAL AVENUE. AND MICH LINE 18 IN FEET WESTERLY OF NORTH CENTRAL AVENUE. FOR A DISTANCEOF CM FEET TO ME SOUTH RI GHT OF WAY LINE OF NINTH STREET AND WHICH POINT IS 1 W FEET WEST OFTHE WEST RIGHT OF WAY LIN E OF NORTH CENTRAL AVENUE THENCE RUNWESTERLY ALONG HE RIGHT Or WAY LINE OFBIRTH DISTANCE 59 EFBEGINNING. ALL BEINGAPART BE THAT CERTAIN CRAFT OFLAND SITUATED IN INDIAN RIVER COUNTY,FLORIDA IN TOWNSHIPS CS AN0315 A E1 BEING A PART AND 39LAN EDEi KNOWDESCRIBED NA CERTAIN GAP ED AS WALREGPORTION OFSECTION D F300E F GRANT ICE BY SO BEING A P LLE IN WE LAND R CORDS OF GRTAIN MAP OF WAVREGAN OF SAS RENTING GRANT T M K S B CARTER. IN THELANDRECORDS IE BREVMDBEL NTY.FLOPOAANN g5RECORDED IN PUT BOOK 1, PAGE 118. PUBLIC RECORDS OF ST LVCIE COUNTY FLORIDA SATO LAND NOW THING AND BEING IN INDIPN RIVER (AUNTY. FLORIDA LEGEND N. IS NORTH AMERICAN VERTICAL OAT CM OF 1988 GF CAP . PLAT BOOK INDIAN RIVER COUNTY RECOROG BMELEVATON BENCHMARK l gxyn§9d3 A U. CURB TO BE ENIa. EX CURB TO BE R REMOVED FINUCH GETMAGN _ Q � -' CM \ `$.CUT (FULL DEPTH ^ SAW CVi R I ^ (FULL DEPTH PAB=PoINT (TOLL DEPTH ORB = OFFICIAL RECORDS BOOK ]9= EXISTNG SPOT ELEVATION FFE = FINISH FLOOR ELEVATION RCP = REINFORCED CONCRETE PIPE GMP ry MEOIRN CME = CONCRETE MITERED END RES,00 �- =IRON ROD WITH CAP =IRONPIPE, NOLO IR =IRON.0, NOID DEMOLITION NOTES: 1 CONTRACTOR SHALL BE RESPONSIBLE MROBTAINING ALL REQUIRED PERMITS INCLUDING NOT ABANDONMENT PERMIT PRIOR TO RENOVATOR THE EXISTING SEPTIC TANKARD DMINFIELD. ] REMOVAL OF THE EXISTING SEWERSYSTEM SHALL BE INACLOMANCE WITH U EP STANDARDS AND THE FLORIDA AOMINISTRgTNE CODE, CHAPTER F4E-6 X, MATERIAL ENCAMPED DURING REMOVAL OF THE EXISTING DMINFIELD SHALL SE DISPOSED IN ACCORDANCE WITHCHAPTER WEE FAC. IF NOT STOCKPILED AND LIMED AT AN APPROVED SPOILS DISPOSAL SITE, THE MATERIALMORTBEIRMUGHTTOTHELANDFBL d COMPACTOR SHALL INSTALL ALL SWPP MEASURES PRIOR TO ANY CONSTRUCTION ONSNE SEE SWPP PLAN FOR DETAILS NOTES, 1 THIGSURNEY DOES NOT REIREET OR OFTE RHINE OWN ERSHIP 2. (ANDS SHOWN HEREON WERE NOT ABSTRACTER FOR RIGMSdF-WAY OR EASEMENTS OF RECORD THIS SURVEY WAS PERFORMED WITHCUTH E SENEFIT OF A TITLE SEARCH, 3 REPRODUCHOUS OF THIS ORMII NG ARE NOT VALID WITHOUT THE SIGNATURE AND ERIC I NAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 4. SURVEY SITE LIES IN ROOD COLE'X• PER F LOON INSURANCE RATE MAP NO 120E 1 CC 103H, DATED DECEMSER4.]012 5. SUBSURFACE UR LITH ES AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIN SURVEY, 6 ELEVATIONS SHOWN H EREON ARE I N FEET. REFERENCED TO HAND' ST BASED ON I NOIAN RIVER COUNTY BENCHMMK M003010',HAVINGAPUBLISHEOELEVATIONOF672FT NAVO'88 ] BEANNGS SHOWN HEREON AREREFERENCEOTO THE FLORIDA STATE PLANE COORDINATESYSTEM. EASTZONE, HAD 83=11 EPOCH MIO PER REAL TIME KINEMATICGP8 OBSERVATIONS ON DATE OF SURVEY LINE OF BEARING REFERENCE= EASTERLYMUNE OF US HIGHWAY NO 1, HAVING A GRID BEARING OF S36-30'4TE PER F D OT RM' MAP REFERENCED HEREON. LEGAL DESCRIPTION DESCRIPTION AS RECORDED IN OFFICIAL RECORBOOK DS O OS RS]. PACE 5COUNTY,RECO INDIAN RIVER COUNTY, FLORIDA PUBLIC RECORDS BEGINNING ATTHE INTERSECTION OF TIE EAST RIGHT OF WAY OF WAY SOUTH WGMIGWAYLNE OF NINTH CEOFCHENCERUN RUN RLSTERLY ON ALIRIG NE WAYLINE OFNEWU$ OF 1282 DISTANCEOF FEET', THENCERUN ESTERLYON ALINEPT RLHT TON NM UNEOF A DISTANCE OF I]B62 FEETHE A POINT WHICH G IM FEEL INE PARLYOF THE WEST CENTRor AL WAY ONEOF NORTH LEXIRgLAVENVE THENCE RUN NORTHERLY ON ALINE PPPALLELTONORM CENTRAL AVENUE. AND MICH LINE 18 IN FEET WESTERLY OF NORTH CENTRAL AVENUE. FOR A DISTANCEOF CM FEET TO ME SOUTH RI GHT OF WAY LINE OF NINTH STREET AND WHICH POINT IS 1 W FEET WEST OFTHE WEST RIGHT OF WAY LIN E OF NORTH CENTRAL AVENUE THENCE RUNWESTERLY ALONG HE RIGHT Or WAY LINE OFBIRTH DISTANCE 59 EFBEGINNING. ALL BEINGAPART BE THAT CERTAIN CRAFT OFLAND SITUATED IN INDIAN RIVER COUNTY,FLORIDA IN TOWNSHIPS CS AN0315 A E1 BEING A PART AND 39LAN EDEi KNOWDESCRIBED NA CERTAIN GAP ED AS WALREGPORTION OFSECTION D F300E F GRANT ICE BY SO BEING A P LLE IN WE LAND R CORDS OF GRTAIN MAP OF WAVREGAN OF SAS RENTING GRANT T M K S B CARTER. IN THELANDRECORDS IE BREVMDBEL NTY.FLOPOAANN g5RECORDED IN PUT BOOK 1, PAGE 118. PUBLIC RECORDS OF ST LVCIE COUNTY FLORIDA SATO LAND NOW THING AND BEING IN INDIPN RIVER (AUNTY. FLORIDA LEGEND N. IS NORTH AMERICAN VERTICAL OAT CM OF 1988 PBI PLAT BOOK INDIAN RIVER COUNTY RECOROG BMELEVATON BENCHMARK SET I SET 5iYDIAMETER INCH ROD WILAP STAMPED EVEI 6WV GETMAGN SET MAGNETO NAL WIBRASB DISK STAMPED NJB2 T UAV' CM CONCRETE MONUMENT NO 10. CBS CONCRETE BLOCK STRUCTURE POG MINT OF COMMENCEMENT PAB=PoINT OF BEGINNING ORB = OFFICIAL RECORDS BOOK ]9= EXISTNG SPOT ELEVATION FFE = FINISH FLOOR ELEVATION RCP = REINFORCED CONCRETE PIPE GMP = CORRUGATED METAL PIPE CME = CONCRETE MITERED END IPoC =IRON ROD WITH CAP =IRONPIPE, NOLO IR =IRON.0, NOID MAG =MAGNETIC NL =pIRCONOITIONING =RIGHTOF WAY R =CENT ANGLE L =AR. GRCLENGTH CHO =CHORD CB =NON (NRI = ON ADIP1 RADIAL NRI RADIAL =NI ? L . TAB C =CENTERLINE EL =ELEVATION OHW =OVERHCONCRETE WIflES =DEED (0) IS = DEED DESCRIPTION (M) =MEASURED (P) (C) COR FUR :QULATEORNE RIVER =FovNO SYMBOLS CPPIS = CONCRETE POWER POLE MV -E�F =METAL LIGHT POLE XLP ¢ = WOODEN LIGHT POLE 1reH $ -WOODEN POWER POLE .0 -WATERMETER = WATER VALVE Hm a' =FIRE HYDRANT SN DV =SEWER VALVE ELEC p =ELECTRIC RISER BOX CAND =CABLE TV RISER BOX BL0 = TELEPHONE RISER BOX SA .N O = SANITARY MANHOLE ' M0=STORM MANHOLE CA E— =GUYANCHOR =CONCRETE SURFACE AI�c,•=HANDICAPSIGN V =HANDICAP SPOT ® =E%. PAVEMENTTO BE REMOVED C %N SO toN m 3 0 L F W (n O e E O N ~ O <D Z O >N -PO O > 3a x_N � R W Nay aR¢I RO 1&9W Dere 02202018 C-1 SH -3 OF 10m SCALE I\'I'=20' 0IS CT p -' BSE. ZF NlF ww aaT nTN Awlnt "' 135u OILpIA• SETSgGk TYPEDlE RWFTOP EOUIPMENTMUST NOT BE VISIBLE. NEW BUILDIECTURAL REO'D TYPE'S' CURB ' SITES W O PLANE LAE EE aRCXITECTUMLPIAN$FOR DETAILS . g �, NETINCREAGEOF)BBZTRIPO X a CA�' E SURVEY SITE - 4],036 ay H - FIT CURVEALONG NEAR LINE DUE TO LACK OF OOCUMFNFAMON OF HORTN N- CEMPPLAVENUE GORE 4r A t'E1'1M L=2J.UO%M) • CM-OB35, < }.CB_.CJYA1rF l 08 AC. } CONST E. 14 S _ © FAIL LfUNENCE� -- AREAOFDEVELOPMENT \ OCSG85F1 SEES TSd GS y / / / FORSIGA G fthp'O CON IOEWALK fF� • PJM) MARK( I/ (R.))J 11 OETAas FREE rrI O TOP A 1 NEC)'LTYP 'CURB �'IE,EOUP. NCO. PARKIL - _ O ff8J $ATG1 F ITS) PROPOSEDLBIIIOLDINGORY •e 55 q B II� - 2 JQO S F I�� U ria I �ARXWG(WTIITEIJ RE091'PY RE, IRE a 1 /n 3 ILD EXISTING USE OFFICE RE WOE 7I5 135u 2,376SF.'(1157 MIPS PER LOOK S. FU- 27 49 TRIPS 11 �a REO'D TYPE'S' CURB ' SITES W O OF-(40.OW 32 TRIPS PER ISR8SB )=10TRIPS I, NETINCREAGEOF)BBZTRIPO X a PROPOSED DUMPSTERENCLOS (SEE SHEET G0. FOR SETgIL5) E 0 B \ GETS,, \ w • REO'D ILlARD512EA1 ^i• v WAR Co Q A MEM / MARKING (WRITE( RECD ONC SIDEWALK R=t5 ' IS DRUM, R O _ndi �P li / 29 �AIN OP MOMMEMSIGN _ cS 'Ck �_ ILK, X85 4 4 REO'D 9ROY — CDD SITEBM �3Vi­ / REO'p CONC. ROME.. [LwMExTEOLxE REFERENCE LE 1 012 cope '^ U S. HIGHWAY No 1 (STATE ROAD No. 5) REOOT-DEJ 1 XFOR e—NORFffBBtlllBi�i•cv- 15T70 / 100'WIOE RAN / E%THERM SITE B M im' EDGE LINE RED ONEWAYeru.m xvan I ..., I — _ n.rvxn xn Fp,O T SY/RKY RR E F[p STA IS ROAD Na 1072+00 sECRM ASC p) 2sW 11. 22994, 1. 112002 SITE PLAN SCALE1'=20' LEGAL DESCRIPTION: DESCRIPTION AS RECORDED IN OFFICIAL REGARDS BOOK 2553 EASE SBR INTIAN RIVER COUNTY, FLORIDA PUBLIC RECORDS BEGINNING AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF THE NEW 18 NOL—RUNJUVI-FTIEVINGGRANT AND SAN OF SAID FLEMING GRANT MADE BY S. B MOA AND AS RECORDS IN FLAT BOOK 1, LAND NOW LYING AND BEING IN INDIAN FLORIDA GENERAL NOTES 1. ALLPARKINGSPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACESSHALL BE STRIPED M WRITE, RETWOREFLECTIVE TRAFFIC PAINT ANO BE IN ACCOROANCE WITH THE FLORIDA DEPARTMENT OF THANSPORTARONTE TI STANDARD SPECIFICATIONS FOR ROAD 8 BRIDGE CONSTRUCTION, CURRENT EDITION, SECTION 710- 2 ALL HANDICAP PARKINGSPACES STATE BEPROPERLY SIGNED AND STRIPED IN ACCORDANCE WITH THE EMT STANDARD NDE%11.1. CURRENT EDITION 3 INDIAN RIVER TRAFFIC ENGINEERNG UAB UNDERGROUND CONDUIT FOR TRAFU G SIGNAL INTERCONNECTIONS IN TIE ARFAAS WELLAS OTIERTRAFFIC SIGNAL EQUIPMENT IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT SUNSHINE STAKE ONE CALL SYSTEM AT IBA 432d2]O FOR LOCATIONSOF MIS EQUIPMENT AT LEAST Z2 HOURS PRIOR TO ANY CONSTRUCTION 4 ALL SOLID. NOX9gEAKAWAV OBJECTS(GATE POSTS, BOLLARDS. STREET POLES ETC) ALONGSIDE INTERIOR STREETS AND DRIVING AISLES WMA DESIGN SPEED OF 2EMPH OR LESS. TUE MINIMUM CLEAN ZONE IS 25 FEET FROM ME FACE OF THE CURB (TYPE D ORF), OR 6 FEET FROM THE EDGE OFME TRAVEL LANE BOT( PUBLIC AND PRIVATE. EX WELL ITO REMMN) PROJECT DATA SITE AMBERS 1. NUT HIGHWAY I SEBASTIAN FLORIDA NOVEL OMER 140E MATEREBLECTIMUNDNEGNUE MINTED PASS, FLORIDA 327H APPLICANT RETAIL DEVELOPMENT PROPERTIES. ITO, WINTER PARK, FLORIDA MTN MJ ILLS. SHORT A ASSOCIATES. US MET EIGHTH STREET VEHO REACH, FLORIDA CORO DE COMMERCIAL FIVERFRONT DISTRICT HAND USE EVERrETURT MIXED USE EXISTING BUILDING USE OFFICE © PARKING SUMMARY. REWIREMENT 1 SPACE PER INS S F 2,4W S F -U SPACELSOOF 1-16 SPACES PROVIDED HANDICAP SPACE 6 STANDARD SPACES TOTAL SPACES 12 SPACES m JURISDICTIONAL PERMITS CTY OF SEBASTIAN SITE PLAN DEVELOPMENT PERMIT CUY OF SEBASTIAN LAND CLEARING PERMIT FOOT DRIVEWAY PERMIT FOOT DRAINAG E PERMIT ST JOHNS RIFER WATER MANAGEMENT DISTRICT EXCEPTION DOH SEPTIC TANK ABANDONMENT PERM IT BY COMENCTOM OEP NOTICE OF INTENT (BY COMPACTOR) GMDara. © AREpOF DEVEILSD.F.1TCOW AREA OF OEVELONTIRE 25308$F (ENTIRE SITE r0 BE CLEARED OF EXOTIC VEGETATION) © LOT COVERAGE COGEM. FROPOGED BUIRDINGGOVERAGE' 3U% 50%OASO6 F) IMPERVIOUS BLRFACE. RYU gTo411>4oa c F1 Q TOTAL LOT COVERAGE 32%(14,8M S F) (STING. PAVEMENT 14,7=$ ( MOVE) BUILDING. 2.3]65 E(REMOVE) LUNG WALSHIA. 2 95F(RE.) ACCESSORYSTRUCTURES 845E TOTAL EXISTING IMPERVIOUS 12,3)95 F PROPOSED PAVEMENT IS SMSF SIDEWALK BRISE BUILDING 24ASE OUMPSTER ENLL0.5URE 2355F TOTAL PROPOSED IMPERVIOUS 1JNB F. NETIMPERNOUSCHANGE-24APRF, © OPEN SPACE: 20% SAX (321409 F) SETBACK REO'D PROPOSEG FRONT PRO B' WEl FRONT (NJ B' 9532' SIDEIE) 5' US S9' REAR(SI 3p' 1 ED T, PERESPI LEGEND' To REMAIN) EOSTING GRADE PROPOSED GRATE 1069+00 — — EXISTING SEWER SERVICE EXISTING WATER SERVICE PROPOSES SEWER SERVICE TRAFFICSTATEMEM /n 3 ILD EXISTING USE OFFICE RE WOE 7I5 V1 E •v 2,376SF.'(1157 MIPS PER LOOK S. FU- 27 49 TRIPS 11 �a PROPOSED USE RETAIL HE COOS B25 O OF-(40.OW 32 TRIPS PER ISR8SB )=10TRIPS Nj NETINCREAGEOF)BBZTRIPO In yLL sg r0 Y TRAFFICSTATEMEM /n 3 ILD EXISTING USE OFFICE RE WOE 7I5 V1 E •v 2,376SF.'(1157 MIPS PER LOOK S. FU- 27 49 TRIPS 11 �a PROPOSED USE RETAIL HE COOS B25 O OF-(40.OW 32 TRIPS PER ISR8SB )=10TRIPS Nj NETINCREAGEOF)BBZTRIPO In FLOOD ZONE: SURVEY SHE LIES IN FLOOD ZONE '%' PER ISSOC (DER, DATED DECEMBER 4,2012 WATERSERNCE$ INDIAN RIVER GCONTY SEWER SERVICES: OIAN RIVER COUNTY REDS ASPXALTPANNG O (SEE DETAIL SHEET G) TWO CONCRETE PAVEMENT DIRECTONAL ARROW 4961111111111111111 NOT INTENDED AS PAVEMENT MARKING REO'D RIM 'STOP' SIG. Oj © AND Ras RIGHT MEN DNLY' SIGN WI24' STOP BAR ® FROM'BIUEWALK ENDS' SIGN O © REO'O LEGE—PERFDOT %7 INDEX p 711-W L LATEST EDITION CLEARING NOTES t ALL UNDESIRABLE E%OTIC VEGETATION MUST BE REMOVED BY 11 DENELI OMER AT ME TIME OF CLEARING, CONSTRUCTION, OR REDEVELOPMENT UTILITYNOTES. OUTDOOR FLOOR DEMNE AND STORM CHAINS. THAT COLLECTWASTE THAT IS NOT GENERATED FIRCM POTABLE WATER MENOT ALLOWEDTO BE CONNELTEDTO THE COUNTY SEWER STEM CONTMCTORSHALLVERlFY ROUGHONSITENSPELTION. 2 ANY CONTRACTOR LONSTRUCTNG PUBLIC UNDERGROUND WATER AND SEWER EFLUTIES MUST BEA LICENSED UNDERGROUND MI COMPACTOR OR LICENSED GENERAL COMMCTOR IN TH E STATE OF RCRICA AND CIN OF SEBASTIAN WFN,L LONCRET OWHOSE LE AT Y =METAL LIGHT POLE = WOODEN LIGHT POLE 11^P Tj WOODEN POWER POLE IVs IN =WATER METER NO=WATERNALVE 1x0 V =FIRE HYGMNT 9Y00 =SEWER VALVE SEGO - ELECTRIC RISER BOX = CABLE TV RISER BOX HJUD =TELEPHONE RISER BOX & O = SANITARY MANHOLE � O =STORM MANHOLE VA E— -GUY ANCHOR M. =HANDICAP SIGN I 9G, 6 Mr N (D LEI _ aE 83 DO 3 u o So So ��N Z 35 TH W cm, F gym W NCH C ' (O rPRIC, PC RESIGN xA 022E END C—L SET 4 OF 101 V) :EFATE MPP NO ` —V n m ED S L $a sg r0 Y v WAR Co G04V G as �m \\\ c;l co V�VV q 2 WFN,L LONCRET OWHOSE LE AT Y =METAL LIGHT POLE = WOODEN LIGHT POLE 11^P Tj WOODEN POWER POLE IVs IN =WATER METER NO=WATERNALVE 1x0 V =FIRE HYGMNT 9Y00 =SEWER VALVE SEGO - ELECTRIC RISER BOX = CABLE TV RISER BOX HJUD =TELEPHONE RISER BOX & O = SANITARY MANHOLE � O =STORM MANHOLE VA E— -GUY ANCHOR M. =HANDICAP SIGN I 9G, 6 Mr N (D LEI _ aE 83 DO 3 u o So So ��N Z 35 TH W cm, F gym W NCH C ' (O rPRIC, PC RESIGN xA 022E END C—L SET 4 OF 101 i Its t4K, SCALE:1•=2P 10' ODE r 444' fN0.1F'GW. ' dpKEH910TSA5E E m h y• ` T FIT CURYEALONG HEAR LIRE DUE TO + F C LACx OF DOPIIFMAREA OF XO0.IX CENTI4LAVEHUE • ( R=SBSS.LT a 2DI 10' L A1HyM1 AlE0.5ERV�6E y. CNO=R]!T 'I LOCATOR AVEAOA a yY' ^ .r '<.e M_E, CB -43a'09 WE d p UP ME ��' • SURVEY SITE FOOD ec. y • 47.036 30. It 17E. GRATE CAP) Q Y S} _ JOBS AC.. Z J" 2�2 I REG'. CONE SIDEWALK TOP OF BANK �a O (SYADTNI�gai Yn $F 1y F IFC / / - REOB C ¢ ,,3•itii • d p" (OPEGN GRAZE SITEBId.rvi�`A,gy I� HOPE ROOF DRAIN ° I 3 I ($mnu EYSE�NE�@RNCE W/ pf X^aw (�� �� c0 PRO`A dF:DBY IPWO / ` ti 'e. ROPOSE�B-31�GLE STO RF.O'D'0'CURB '. S I \ L=m qY• RETAIL BUILDING GEEX. P.VWNG IAT T�14 AJ Li n EXEi G1 FOR 5 I FEE 9 E I i _ 2,4005.F. � iI. OF REMOVAL) ' tam � FEE 2B A ( III�sy' ROM SSL GFUU \ IA 2a]D GIux a HDPERWF $2 3 I PAVFMANLO HAY: EXr WIA MI IX 29IS �JL.'.1✓ \--_- @0m]% \ I� SIDEWOLf (5' MILLIAVEIAEHT ANO.OVEPUV I ^T MCN) �Q IXPISEr'SHEET CJI r1/ \ `I ♦5 I - I � REEL I3'A�DS ]]5 `SNIIURURE 'I 6•1LJ EL 330 os -.F s]O _ NUCnM uAe IIIb D" T PS R MYE 9 sAs°asaz E 91y —� /I 1j�/ _ �R' REo'Dcpxc IDeWALx �V6E A \�i� E mCONST CDNL FLUME) / RE. GONG ORIYT:VIAY J / Y'w.crwx LS WxNN( O EO REFERENCE �� IrbP� •1 CONC. ORNEWAY ��`REOD'F .. REorD poop cuRB,^^^°' ^`^H ,• ME U.S. HIGHWAY No. 1(STATE ROAD No. 5) 2 I 1 �ev°nO°X M'TIRLxI x.y.. DN Ng11 ALANES �t �— 10'WIDEIDE RM1V I SITE E N — i _ mrNn[w�r.r IND.F. NRKY BA Ei045IA BE B0A0 AA! IOT0100 .. _ IOml00 e�•N®rr ": IA3 SEE RB010.350)444444R EEEEEEG iI9WR 1. 1/]003 /lp]IWp ii GRADING PLAN SCALE. 1'=2O' !� EXISTING VELE R. S)e'TO PL .T( E%OTI<S TO BE CLEARED, UO ` �•` B] rl( `?f I PROPERTY LINE Plhlp •�- , 'J MBIINALK<.I MA% BMIl SLOPE - MFANMINN. SPVTNAL E;2E EX GRACE. SLOPE VMIEB I'DANGER. 31HA% SLOPE © SECTION A ITS GRADING LEGEND - Pu ® PPOPoSEOSTOXMWLET V) PROPOSED SPOT ELEVATION f45J. }I BOBP I PREPO.SEO EWE OFPAYEYEXTELEWTION E Bxi TDU PROPOSED TOPOF WRB ELEVATdi °O RB D F. PROPOSEDDRAINAOEPATTERN yI N N 6 N pm miRIGXTAF-W<V PaN4TRVClION NOTES < �1. ALLCONSTWCTIOW WIIMIX FOOTWWSXKLBE IX ACCORMHLEWRX FOOT OEBq-STAHIMDSX118. /Y\ _^�^• L ei SIN° O 8 SITE PREPARATION NOTES" I. IFREOWEO PERFORMREMEOIM.DEWATERINGPRIdt T..N T.KMEWIONS ITISFECURNMEEMBEV PERFORM W G EMTMNS . ..NY 3 PRIOR TO CONSTRUCTOR. PLAY EXISTING UNDERGROUND UTILITY LINES WiTHX WE CON&TRUGPON AREA SHOULD BE LOCATED PROVISION& BRIDLE BE MAGE TO RELOCATE INTERFERING GRUTIEB. ROTE THAT UNDERGROUND PIPES NOT PROPERLY MARKET OR PLUGGED MAY SERVE AS CONDUITS FOR SUBSURFACE Li 4 EROSIONWHICH NAYIFAOTO EXCESSIVE SETREMENTOFO NLVING Sd UCTUAR . E Sr 9 ^ ] STRIP THE PROPOSED CONSTRUCTION DM TS OF ALL GRASS FOCUS. CONSTRUCTION DEBRIS AND OTHER 0.V DELETERIOUS MATERIALS WITHIN AND SFEET BEYOND THE PERIMETER OF THE PROPOSED BUILDING PND y g INKMEMIENTARES A USE SIZE SHOULD BE LEARNED TO DIRECT SURFACE WATER RUNOFF AWAY FROM WE CCNSTR1H:11d1 AREAS. Y u PGAGIVE DRAINAGE MUST BE MAINTAINED "DO... THE DESIGN LIFE OF WE PRDIEXT 6 5 AFTER CLEARING MD STRIPPING OF THE SITE IS CAMPLETED. THE PREPARED GUBGRAOE SOILS MAY THEN BE o Ay ry BARRED BY A QUALIFIER GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE TO LEGATE ANY SEE) SdIS, SUREIdN. DEPOSITS OF VEGETATION. E%CESSNE RWIS OR OPENS IF 10NIFl® UNEENOU TE AND m g B WGETATON, ORGANICS OR OEUTERIWS AN' MATERIAL UNTIL CLENATURAL SOLS ARE ENCOUNTERED BACKFILLTHE RESOUNNO EXCAVATIONS ACCORDING TO WE FILL PLACEMENT PROCEDURES PROMPT LATER 11 ) TRIS SECTOR PRM➢iT COXSTRWT(W OF WPROYEMFMIS d1 PLACEMENT OF FLL THE SV e. o RGSTAR. UNA MIGHT HAVING A MINIMUM STATIC A -0 T RVMWTAN \ \ / / ` USING A SANlOT1 DRUM WBRATdEY Rd.IFR IN WE STATIC MOLE ONOADRUM dATE ONTIEORDER ODICU <FEETMA'(INGAMINIOFMPA GM \\ •.° • V� ON TIEORDER OF IOTONS SS SO OVFALpppWG DABBER W iH THE SECOND SEi CF A PA98E6 PERPENDICULAR iO RIE FIRST 9ET OF A PINFIR . \\ ° •••%I // TYPICALLY. WE ASUCRAL SHOULD EXHIBIT MOISTURE CONTENT .'IN 4 2 PERCENT U THE A ` ° / PROCTER OPTIMUM MOISTURE EERIER! (AS1M P155]) BURNING THE COMPPLTdI UPERATIOXb. COMPACTOR EAL �_• SHOULD CONTINUE UNTIL DENSITIES GF AT LEAST IS PERCENT OF THE MOOF EG PROCTOR MAXIMUM ORY OEN9TY (ASTM OISAG HAVE BEEN UVIFORMLY ACHIEVED WITH N THE UPPER 121NLHEN OF THE COMPACTEDI XARIiA1 SOL SURFACE./ �• ULA i CARE SHOULD BE EXERCISED TO AVO10 DAMAGING ANY NEARBY STRUCTURES .111 THE COMPACTION TRU TO ADJACENT STRUCTURES — OPERATION M UNDERWAY. COMPACTION SHOULD CEASE IF DEEMED DETRIMENTAL AIA THE GEOIECHIM. EMiNFE0. SHOULD BE CONTACTED WMEO AW UL rt M RECWMEIgED NFAW • O NBRAiORV EQUIPMENT IN THE WBRATdLY MORE REMAIN A MINIMUM CF m FEET FROM E%ISRNG SIRLKNRES. WITHIN THIS )ONE, USE OF A TRALKAIOUNTEO BVLLINGER, A HEAR NBPATORY ROLLER OPERATING IN THE ` l x`Vi J 1 STATIC MODE,OR A SMALLERM.NYROLLER A RECOMMENDED IINN 10 BOIL i N ` ` IN XW10 Cgi515T OF BANG NTIIH LESS LA4£ FILL MATERIAL. AS REOURFO. TXE FILLS . DENSITY OF A MINIMUM /pT INEG. PLACE FILL IN UNIFORM 1O NCX LOOSE LIFTU ANE CDMPACT EACX LIR IT INCHES THE MOOIFIEG PROCTOR MAXIMUM ORV 0EN5fTY (ASTM O155)A THE LAST &INCHES OF / LEAST 95 PERCEM OF BILLIFIED PAAs MEM AREAS SICUD BE COMPACTED TO SB PERCENT OF THE MC 1. PROCTOR/°�ORYDENSITY. /yOWMNEATI STPRIME THE ZONE FAR SHELL ON UAVEROCK AS REOWNEO TO MEET TIE SLGGRAGE` REOUIREMENR ON THE PANNG. GRADING AND DRAINAGE BERRI SHEET 8 COMPLETE IN SITU DENSITY TESTS GN WE 9DEGRADE AND EACH LIR OF FILL AT A FREQUENCY OF NOT LESS TWH0. TEST PER 250D SWAMI MU B, WE WOOMG AREA AND ONE TEST 1. IS. BCUME FEET W PAVEG (` NA S. IN THE AREA NEST COMPACTION TO A DEPTHEE 1 TEST AT THE BOTTOM OF ALL COLUMN FMTINGS. B a STSGUBUILDING ONE TEST BE CONDUCTED FOR EVERYm LINEAL FEET U FOOT NO. 10. IF dFfICLT COMPACTION CON USING ARE EM:WxIEREp OURWc WE SrtE VKKM CVFRpTIXIS THE w• m CHCENGNEER SHOALS BE LONTACTEO. THE COMPACTION EFFORTS SHOULD STOP AND WE C£OTENK GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE SHOULD OBSERVE PROOF RL -UG OF THE EXPOSE. SU NNI TO DETERMINE IF ADDITIONAL COMPACTION IS WARRANTED OR IF ANY MATERIAL NEEDS TO BE W E TEXCAVATED AND REPLACED. IF SUE PREPARATION WORK IS PERFORMED DURING WE RAINY SEASON (MAY THROUGH OCTOBERL SPECIAL TO ^/ V� CARE SHOULD BE TAKEN TO MAINTAIN POSITIVE DRAINAGE FROM THE BUILDING PAD AND PAVED AREAS CAMNS ORDITCHES AROUND THE SITE UNE%FELTED WET PERIODS CAN ALSO OCCUR IN FLORIDA DURING THE SI' — — — _ _ — — ' SEASON SUCH ENSURE CAN RAISE WATER TABLES TO LEVELS AB04E SEA GAAL HIGHS WITHOUT WE ASSOCIATED HIGH TEMPERATURES TO EVMORATE BONDED WATER. THEREFORE WE CONTRACTOR SHOULD ' ANAGTICE WET WEATHER MEANS AND METHODS FOR EARTXWORK DURING WE 'DRY' SEASON AS WELL. GROUNDWATER AND SURFACE WATER COUNCIL. USE OF GRANUTAR FILL MATERIAL AND AERATOR ARE TYPICAL MEANS TO ACCOMPLISH WET WEATHER CHANGING. ALL FILL MATERIALS THAT ME EXCAVATED FROM BELOW THE WATER TABLE SHDOW BE STOCC PtEO FOR SUFFICIENTLY LONG PERIOD To ALLOW GRAMAGE. O � STORMWANS..Cv1AR.LID N CRUDE SEBASTIAN REQUIREMENT 1- OVER DEVELOPMENT AREA 124,91] S. FI a) MO ARE.: N,W]G.F. • I•=1.998 CE. PROMISED 3.281 C to r T IZ LIZ 2 B� 5 d z Z o mW NO UPS NO UHRM mAmtO _._ iM C-3 AI 5 OF 10. K NO ES' G B I WXEELSTOP$TOREPLACEDYBCX,ASSXOWNABOVE CENTERED IN THE —No —1. 1 MEELSTCPSCANSEPAINTEDINACONRiASTINOCMOR �( �[ SVCXA3GMV. YELLOW Oq B1ACN. BLUES.1-FIFUSED OR FOR HANDICARTURNING STALLS 3 CONCRETE TO BE 3.0.00 PSL ART FIBER MESH j'OIA t01A REINFORCING. � I I 3�-MIN T; S'AINI sy r1 • T:I' ' T -I• pBv RS By n,P »I TYPED WHEEL STOPS REINFORCED CONCRETE SCALE. N.T.S. I It'J' 6.010. STEELMOSSFILLESPS mini 31•IITTITTBI If%'FTllllllll GMC.A40PMN.YY,,CMTS ❑ IF T OFYEllOWIFUNTRYP.1 B B'a R'a G_ I NO5VER1CA'"N'/t� 4 CONC.FIUEOCELLViIN `1— -0 ❑ svW3oTx WNL M TOENTGINGE BRACKET m... ❑ OF WMPSIEq TO ENO BLOCI(iOPAV000TFOM � d- INSTA1LA}O0.PVCFIPE C LONG. IN 6- \\ ROUNO%IZCONC FORTING U. PUN, VIEW SOESI FOR MTES IN THE OPEN PGSRILW INSTP MOtDU,PYCPIPCVLOHG.IN GOING APFROACHAPROX Eli \ o p GT ROLES. 1 GATESWYBERNTN . nOEPENOENRYONMSTS N SEIAWAY FROM WALLS IN IS RWNO%.W CONGEGOTNGS 4 WALLMOUNIEDHINGE BRACKETRvv3 IU MIN�I I6• CMIN CONPACTEOSUBC-W.pEMIN. 8B%OENSITYI- THICK FIBER CKPANSIoNX1W,FIALDEPTX PURGESVHONCOMPACTEO SUBGTNDECOMPACTTOPMIN OF. OFMN%DENSITVPERA4SMOT-TBO N IMP E CIXR. INCONCRETE FILLED UNIELE.HHTOPCOARSE MEWS NGROUTEDFRLEOCELLS mmERE sxOwr Ox PEW WEYA YS REBM CO. TiRWGfpIR BUIN PSI MINI FIBER REINFORCED FOOTING FOOT GbUNI I CONCRETE 6MICHLI.INIMERIOR / tYlMTE0 i0. OF ENCLOSURE J SECTION WEW MIH SONS PSI CITING BELOW SIASANDINPIPE STOP SINS ARE INTENDED FOR VSE WNERETMFFICISREOUIREO TOSTOP.TXESTOPSIGNSHALL BE STOP, THEE STOP PSIGNRE IB R EN OgA RE BACROROUN RCgpEq ONAflEG &1CNGRWND TV CODENO P1 0 a' TYPICAL STOP SIGN DETAIL SCPLE: NTS SOD TO BE SET NPPROXMAIFLV l' ]GA.-FWiLIXiGOROP / J BFLbN FINI$XE0910EWNKGPAGE &WSFOR FA GATE �/ W/ s, (AIN W9D�TI DECO21TN . TIITHONCREIESLPB CNFNEOEOGES EFOGG' xaINDIN" FXgiTEIEVATKKI yyLy r I STOCCODOEWORNID PN TTM WTGN BLDG. IOd' UNIFORMLY SLOPE GRASS AREF.TO MIN.OF SB%MAX MY DENSITY RUMOR FACE OF CURB, OR... OF PAVEMENT 1'PFRIXA DF BM 0/m/I] 111 STANOAAD PLWS flFAR WNL r�1R $ BEUSEOBi,... TW' M OSEDIGMMWACTOR r RMIN. FIBER REIN CONIC. INBIFAO Cf LMPED RORBI EXMIi b WLY - Tr m APPROACHBAB YCF COVER ES 53jUNNEGOOHNINUMN \ I 1 pHFORLLLMOGNBE%ACEOIRMAI PE E%ISTIN9W40hSE CONIC. MRW TO THEWOTH OF� SI 91EEVE. /S NI OPRW Fdt REMOVPL J// RO REAWNI WNITESACNGROUND 2 T1,LLGTEELPEBMS DUMPGEROPMNINGANOHAYEA 01) MIN LExGRT OF RX "uN II I 1 IU MIN�I I6• CMIN CONPACTEOSUBC-W.pEMIN. 8B%OENSITYI- THICK FIBER CKPANSIoNX1W,FIALDEPTX PURGESVHONCOMPACTEO SUBGTNDECOMPACTTOPMIN OF. OFMN%DENSITVPERA4SMOT-TBO N IMP E CIXR. INCONCRETE FILLED UNIELE.HHTOPCOARSE MEWS NGROUTEDFRLEOCELLS mmERE sxOwr Ox PEW WEYA YS REBM CO. TiRWGfpIR BUIN PSI MINI FIBER REINFORCED FOOTING FOOT GbUNI I CONCRETE 6MICHLI.INIMERIOR / tYlMTE0 i0. OF ENCLOSURE J SECTION WEW MIH SONS PSI CITING BELOW SIASANDINPIPE STOP SINS ARE INTENDED FOR VSE WNERETMFFICISREOUIREO TOSTOP.TXESTOPSIGNSHALL BE STOP, THEE STOP PSIGNRE IB R EN OgA RE BACROROUN RCgpEq ONAflEG &1CNGRWND TV CODENO P1 0 a' TYPICAL STOP SIGN DETAIL SCPLE: NTS SOD TO BE SET NPPROXMAIFLV l' MILL 1'OE PBSTNOPAWMEMPND OVEftLLY WITH 1 He FUOT SP -9.5 BFLbN FINI$XE0910EWNKGPAGE V s, (AIN W9D�TI DECO21TN . $EETIOX EFOGG' xaINDIN" I yyLy r I STOCCODOEWORNID PN TTM WTGN BLDG. ` COMPACTEOSL9CJNOETOA UNIFORMLY SLOPE GRASS AREF.TO MIN.OF SB%MAX MY DENSITY RUMOR FACE OF CURB, OR... OF PAVEMENT MSXTO T-1BR IMETHOt, C) TYPICAL SIDEWALK DETAIL SCALE: N T$. ASTOR SIGN MAY BE WARRENTED AT ANIMERSECTKKi OFAIESSIMFORTAVT HOAO WITNA WIN ROUND WHERE APPUCATICN OF THE NORMAL FIGHT -OF -ENTRY RUL£ISUNXHYHMMRDOUS SMPSIGNS SHWIDNOTBEUSEDFORUMEOCONTROL, STREETHNAESIGNS WYSEMOUMEOUY STOP SON POSTS BUT MUST BE A MINIMUM OF 10'ABOVETXE STOPSIGN /4 MILL 1'OE PBSTNOPAWMEMPND OVEftLLY WITH 1 He FUOT SP -9.5 r ` V IL4Y�—r—JL DECO21TN . $EETIOX EFOGG' xaINDIN" I I STOCCODOEWORNID PN TTM WTGN BLDG. EERbX Rfi BGEBW u..,u...,.> Er 20Ie.IB N' E' TSTOP Ll L e'CMI©IFNs 12 STOP XO "N"'Cc -TH L HOT. EARTMES-B SE WIMBIXIMp (REWORKNIDCOMPACT PS RE0U1RE01 MILL 1'OE PBSTNOPAWMEMPND OVEftLLY WITH 1 He FUOT SP -9.5 - PREGST .CYTO CCPINGOR V ABPXALTC CONCRETE DECO21TN . uurRINUM EFOGG' xaINDIN" I ' STOCCODOEWORNID PN TTM WTGN BLDG. NIWLIy Y Li B�Ml, li la,. it BGEBW u..,u...,.> Er 20Ie.IB DF BM 0/m/I] 111 STANOAAD PLWS r�1R $ BEUSEOBi,... TW' M OSEDIGMMWACTOR r V INBIFAO Cf LMPED RORBI EXMIi b WLY \ Tr m O YCF COVER ES \ /' \ I 1 pHFORLLLMOGNBE%ACEOIRMAI PE E%ISTIN9W40hSE — 8 LETTERS M SI 91EEVE. /S NI OPRW Fdt REMOVPL J// RO REAWNI WNITESACNGROUND 2 T1,LLGTEELPEBMS TYPICAL MILLING DETAIL SCALE: N TS, - r -x ItiF 4 wy,�b TYPE E TT - PE F J p' ORO, CO. ~ st } SMWIOER GYFTER EECTION CC N OISPBLNOSIGV V OHNk I'TIUCiXICKSXEET SI uurRINUM •ow.n.m•n «e.w+. ,m,w.xm.wax«n L __-I @ a ...,.....,... «,..a....n:•°PU� TYPE Aa nu,w gmn«� BGEBW u..,u...,.> Er 20Ie.IB I 0/m/I] 111 STANOAAD PLWS 0 R1-1 REGULATORY SIGN DETAILS SCALE WTS. RECOUP UMERIXKOR CEMENTED DUCLINABASE GIMPACTEp TO --- M W%IR&IM MHE VIMSNIOT1WjUR1W h 1 REDO 11 STARLDS. FLOC ECOMPACTEDTOSB% MGBMOM ON, DENSITY PER A43M0 T-139 METH W, LER 60 STNNONAD PRE-RNNTED N OISPBLNOSIGV V OHNk I'TIUCiXICKSXEET SI uurRINUM 12•GOLVNA. U.. R.SLHLMR FDOTSPEM) nr`,g Rolm N \\ •.• V ..,kRIGHTFAI / SI WPSHAPPROwWTJ/ ASOVE LEVEL OF NRFNIOD,500. IY RE BORDER = Z IF, b BGEBW uJ ct> •. J I > ; r�1R $ r V g _E EXMIi b WLY �BIETFAG "HE EAGNONN— Tr m O 1350 RxE BLAGIBOROERIF ]' E$ ]1618 — 8 LETTERS M WNITESACNGROUND 01) CONCRETE CURB a, SIT `D CN 5 c Q{S v£ CONCRETE CURB AND G,TI OF \gym ' CURB AND GLITTER I520,N11 10/2 F�$,' N \\ •.• V ..,kRIGHTFAI / SI WPSHAPPROwWTJ/ ASOVE LEVEL OF NRFNIOD,500. IY RE BORDER = Z IF, b BGEBW uJ ct> •. J I > ; PPRFINL BY OpSNBLLO BUCK BINDER a �• B EXMIi b WLY �BIETFAG "HE EAGNONN— (BOLTOMOF THE SIGN] \ 4Y NOT. NLIEREHS is[uFsv PERFOOTOESIGNSTANUAROS, I,TEST ELMON, INGEX 1TSR N B -%Y8 -CONCRETE GOES FI NISH TOP OF WSS IEVFL ..,kRIGHTFAI / WPSHAPPROwWTJ/ ASOVE LEVEL OF NRFNIOD,500. IY RE BORDER b BGEBW TOP OF LNE SIGXj � OPOFT THE PPRFINL BY OpSNBLLO BUCK BINDER a �• B EXMIi b WLY �BIETFAG "HE EAGNONN— (MIGIXEGF TXE SIGXI 1350 RxE BLAGIBOROERIF ]' E$ ]1618 — 8 LETTERS M WNITESACNGROUND (BOLTOMOF THE SIGN] \ 4Y NOT. NLIEREHS is[uFsv PERFOOTOESIGNSTANUAROS, I,TEST ELMON, INGEX 1TSR TYPICAL ACCESSIBLE PARKING SIGN DETAIL SCALE NTS. esPluLTro CONCRETE, 1 TYPICAL PAVEMENT DETAIL SCALE N T S N a a) C-4 6, 10 E N B -%Y8 -CONCRETE GOES FI NISH TOP OF WSS IEVFL ..,kRIGHTFAI / WPSHAPPROwWTJ/ ASOVE LEVEL OF NRFNIOD,500. TYPICAL ACCESSIBLE PARKING SIGN DETAIL SCALE NTS. esPluLTro CONCRETE, 1 TYPICAL PAVEMENT DETAIL SCALE N T S N a a) C-4 6, 10 E s • I �. I • a ur.. awe '. ay L IS wrw NN, spar j1NBBL$ ro-wnram•x•awmwnnr's.n MnE�me.=o- i.. w.m�rrn aN •rc maw..mn.«nw MULTILAN¢,WORM W1 TRAVEL WAY — MBOIAN OR OMIDB LA.YB w 1/025131 to/S mo�FY SOIB-19 SIAXDAXD P✓JIS o m D ... D E ETY EX LNE •,o-l� MULTILANE, WORK ON SHOULDER IOIfi12I 10/1 XOrES in.«..rtvmY `N. 6^ne li + \J •II: MM fOIWMOJN PMNIM6 IIEYEXS6IN PMKIX6 ww r�ssief�f�lH�I w.rvl PPVENEM NMNfN6 fON PArrIIXG SrMDMO PIANS uxrvEasx srNew or XccEssrenm PAVEMENT MARKMO3 iw, mw wvr•.e u, r rrrr�r Nr�rrwrrrrrrrirrrrrr lv rrr, 6ENEMC NOiEE mumnnnouoinniiannnnnnnmm�, �sr ® vx —r, w,n w. o -•m rwnincm.w wenn rvmm. wwwnrvunr»ru D .� rn nrx i.rr. rmmi r... r. n..inra•a..a..r �� I1111111111111111� —rr r. o ro PRVEXEIR N.,. DX � xn'wrrree I 'l=v Q' X/Nrt/ S(ANOMDBII/W$ MULTILANE, WORK ON SHOULDER IOIfi12I 10/1 XOrES in.«..rtvmY `N. 6^ne li + \J •II: MM fOIWMOJN PMNIM6 IIEYEXS6IN PMKIX6 ww r�ssief�f�lH�I w.rvl PPVENEM NMNfN6 fON PArrIIXG SrMDMO PIANS uxrvEasx srNew or XccEssrenm PAVEMENT MARKMO3 iw, mw wvr•.e u, r rrrr�r Nr�rrwrrrrrrrirrrrrr lv rrr, ""I^^^-°^ ,r ... mumnnnouoinniiannnnnnnmm�, �� I1111111111111111� —rr r. o ro PRVEXEIR N.,. DX [OMXASi MFIN65 WRX A(iEM'KiIXy $yK/I pPtTEXX 0. sixes I ssnPY SOIB-19 PAVEMENT MARKMOS SIAXOARD PLANS Sll-0OII 130114 1711-0011 20114 R 3 :LL e L �$ n� II11/1j''"g ```11111 CO -441 B �O�_ -coZ w / • W `nom \u , ij Z =jaii0l, I EX. FIRE HYDRANT-/ _ OR TRALAVENOE SCALE 1"=20' 1n 2n I �. R.sq vT ._., .12 C.12. C U-2930SO IT CB 3'0914E a .a h FNO4'ra'L.M vEUCKEMBHOi BASE _ EX 6' W N ANISRMCE ILOCATION ALLOW II (PUBLIC) I ,. O p �I: 7q t � � ; SURVEY SITE m 4),036 S9- R � e 1.08 ASi LIM bE �RHYD TO WgTERBERVICE W a' ri / h. r REO'04'O GRA SEWER( -I • f".� E% BE HYDRANT �`X 'I I E% i' WM ROOM BACKFLOWI PREVENTION DEMCE 1 I I READ 4'CLEANHOUT INVEaTF--24a - BEOD ROOFTOP MECHANICAL EQUIPMENT .,�:. �. �unw ensc c rcn vue ec COM+:XI 5£CMdY 90010-250] G 219911 I. +/ f � UTILITY PLAN SCALE- 1-20' LEGEND. EXISTING. GRACE —`°•— EX SEWERSERMCE —`— EXISTING WATER SERVICE PROPOSED SEWER SERVICE PROPOSED WATER SERVICE i UTILITY SEPARATION NOTES: 825 3U4 LOCATION OF PUBLIC WATER SYSTEM MAINS FOR ME PURPOSE OF THIS EFCUGN THE PHRASE 'WATER MAINS' SMALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING ERHER RAW. PARTIALLY TREATED, OR FINISHED OANgNG WATERT: FIRE HYDRANT LEADS, ANO SERVICE LINES .� THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE LACHES OR GREATER, I. HOR120MAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS. N WASTEWATER Oq STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES AND ONSITE SEWAGE w:1 TREATMENT AND DISPOSAL SYSTEMS. b fi NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE UID TO PRONDE A HORMOMgmL _E DISTANCE ORAL LEAST THREE FEETBETWEEN THE OUTSIDE OF THE W HIER MAIN AND THE OUTAOE OF ANV EXISTING OR PROPO USED STORM BEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING f N c RECIMEO WATER BOOMED UNDMAPARTHI OF CHAPTER 62E10 FAC. 0£ 0, NEWORRELOLATEO, UNDERGROUND WATER MANS SHALL BE LAD TO PROVIDE A HORGONTAL q. DISTANCE OF AT LEAST THREE FEET AND PREFERABLY TEN FEET BETWEEN THE OUTSIDE OF THE rTSI m WATER MAIN AND THE OUTSIDE OF ANYEXISTING OR PROPOSED VACUUMTYPE SPNITARYSEWER ,LJ gE NEW OR RELOCATED UNDERGROUND WATER MANS SHALL BE LAD TO PROVIDE A HORIZONTAL •L j DISTANCE OF AT LEAST SIX FEETAND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER V w MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVTY OR PRESSURE-TYPE SANITARY O SEWER WASTEWATER FORCE MAIN OR PIPELINECONVEV NG RECLAIMED WATER NOTREGUUTEO UNDER PPRiIII OF LXAPTERBASIB FAC THE MINIMUM MR3ONTAL SEPARATION DISTANCE V)wB BETWEEN WATER MAINS AN0 GRAVITY tt E SMITHEY SEWERS SHALL BE REDUCED TO THREE FEET MERETHE BOTTOM OFTHE WATER MAN IS UID AT LEASTSXNCHES ABOVE THETOPOF THE SEWER �M m REACH RELOCATED, UNDERGROUND WATER MAINB SHALL BE LAD TO PROVIDE A HOWZONTAL w DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF Tie WATER MAIN ANO ALL PARTS OF ANY `Nq EXISTING OR PROPOSED 'ONSSEAMETRFATMENT AND DISPOSAL SYSTEM'AS DEFINED IN ct§ SECTIO.L.Ii5R) F S, AND RULE ANSI FAC ^ ` 2 VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MANS AND SANITARY OR STORM SEWERS, W WASTEWATER ORSTORMWATER FORCE MAINS AND RECL UMED WATER PIPELIFEE. $p- AL NEWOR RELOWTEO. UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAMI bw OR WOUGATTYPE SANITARY SEWER OR STORM SEWER SHALL BE TIO SO THE OUTSIDE OF THE WATER i— d MMNIS AT LEAST SIX ACHES, AND PREFERABLY 12 INCHES. ABOVE OR AT LE45T 12 INCHES BFLOW THE O 8m OIRSIpE OF THE OTHER PIPELINE . HOWEVER, IT IS PREFERABLE TO TY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED, UNDERGROUND WATER MAINS MOBBING ANY EXISTING OR PROPOSED N PRESSURE TYPE SANITARY SEWER WASTEWATER OR STORMWATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE UIDSOTHE OUTSIDE OF THE WATER WIN IS AT LEAST 12 m INCHES ABOVE OR BIGHORN THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER R IS PREFERABLE TO UY THE WATER MAN ABOVE THE OTHER PIPELINE V P AT THE U TIL TY CROSS NGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF . WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN £ a P JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE ALTERNATIVELY, AT SUCH 4440 CROSSINGS. THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAN JOINTS ARE AT LEAST THREE G �i FEET FROM ALL MINTS IN VACUUM TYLE SANITARY SEWERS STORM SEWERS, STOR ANATER FORCE G MAINS, OR PIPELINES CONVEYING RE ALXMED WATER REGULATED UNDER PART III OF CHAPTER 8281Q S L FAC. AND AT LEAST SIX FEET FROM ALL JOINTS IN GRANTV OR PRESSURE-TYPE SANITARY SEVERS. WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGUUTEO UNDER q PART III OF CHAPTER 63610 FAC. i+w 3. SEPARATION BETWEEN WATER MANS AND SANRARYOG STORM SEWER MANHIXES NO WATER MAIN SHALL PASS THROUGH OR COME INTO CONTACT VITH AN' PART OF ASN`f[4M`� SEWER WINNERS ` `` `` •• -T . 4 SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SAN TARP OR $TOPM SEWERS, WASi�Nf£R OR STORMWATER FORCE MAINS RECWMED WATER PIPELINES AND ONSITE SEWAGE TOEj1MENT AND YYY e DISPOSAL SYSTEMS NEW OR RELOCATED FRE HYDRANTS WITH UNDERGROUND DUZ $MAIL BE `• ./1/ /// LOCATED SO THAT THE DRAINS ME AT LEAST THREE FEET FROM AXY EXIST NG OR PRQPO��S..E..^^C(9i040 • / SEWED STOgMWATER FORCE MAN, OR PIPELINE CONVEYING RECLAIMED WATER REMULAV IWbER • L /- PART III OF CHAPTER 62110 FAL AT LEAST THREE FEET. AND PREFERABLY TE EE4RPRQ MY EXISTING OR PROPOSED VACUUMTYPE SANITMYSEWER, AT LEASTSIX FEET pNOP 1KY E�ET, FROM MYEXISTING OR PRO POBEO GRAYTY OR PRESSURENPESM TARP SEVEN, S LE� MAIN, OR PPELNE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PMT YLpF 110,r� FAO', AND AT LEAST TEN FEET FROM ANY FAWNING OR PROPOSED 'ONS TE SEABIRDS TRE/ , AND �y DISPOSAL SYSTEM'ASOERNEOINSECTONNOURETAF.S., ANDRULE64EBRAEh& 5\ 4L. V r N J o UTILITY NOTES: �� Z N 'u 1 ALL WORK SHALL eE N ACCORDANCE WITH INDIAN RIVER COUNTY LTnAIDEPARTMENT '.• • 4 DEPARTMEMOF HEALTH STANDARD OMWINGS AND SPECIFICATIONS. /vv/1 • • •`'' 2. UNDERGROUND LINES SNL BeBE SURVEYED BY A STATE OF FLORIDA PROFESSKWPL / �N SURVEYOR PRIM TO BACK FILLING ////, I SX 3, CONTRACTOR SHALL COORDINATE PERMITTING OF SEPTIC TANK AND DRNNFIELD WIN THE DEPARTMENT OF HEALTH PRIOR TO CONSTRUCTION UOLITYNOTES- OUTDOOR FLOOR DRAINS AND STORM LININS, THAT COLLECT WASTE THAT IS NOT GENET FROM MORGUE WATER, ARE NOT ALLOWS. TO BE CONN ECTED TO THE COUNTY SEWER SYSTEM CONTRACTOR SHALL VERIFY THROUGH ON SITE INSPECTION. J. ANY CONTRACTOR CONSTRUCT NG PUBLIC UNDERGROUND WALE R AND SEWER UTI UTI IS MUST BEA LICENSED ONOER SECONU UTILITY CONTRACTOR OR LICENSED GENERAL CONTRACTOR IN THE STATE OF FLORIDA 1THAN RIVER COUNTY AND CRY OF SEBASTIAN SYMBOLS: ne¢ - WOODEN UGHTPOLE M+H - WOODEN POWER POLE P- (D -EXISTING SANITARY MANHOLE w = IMSTING WATER VALVE m a -TELEPHONE RISER BOX rvN - EXISTING SEWER VALVE ac'• = PVC PIPE MARKER IS EWER LOCATION) FIT CURVE ALONG REAR USE DUE TO LAZOF OOCUMENTgTION OF NORIN _ OR TRALAVENOE eSS854T �. R.sq vT ._., .12 C.12. C U-2930SO IT CB 3'0914E UTILITY PLAN SCALE- 1-20' LEGEND. EXISTING. GRACE —`°•— EX SEWERSERMCE —`— EXISTING WATER SERVICE PROPOSED SEWER SERVICE PROPOSED WATER SERVICE i UTILITY SEPARATION NOTES: 825 3U4 LOCATION OF PUBLIC WATER SYSTEM MAINS FOR ME PURPOSE OF THIS EFCUGN THE PHRASE 'WATER MAINS' SMALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING ERHER RAW. PARTIALLY TREATED, OR FINISHED OANgNG WATERT: FIRE HYDRANT LEADS, ANO SERVICE LINES .� THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE LACHES OR GREATER, I. HOR120MAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS. N WASTEWATER Oq STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES AND ONSITE SEWAGE w:1 TREATMENT AND DISPOSAL SYSTEMS. b fi NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE UID TO PRONDE A HORMOMgmL _E DISTANCE ORAL LEAST THREE FEETBETWEEN THE OUTSIDE OF THE W HIER MAIN AND THE OUTAOE OF ANV EXISTING OR PROPO USED STORM BEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING f N c RECIMEO WATER BOOMED UNDMAPARTHI OF CHAPTER 62E10 FAC. 0£ 0, NEWORRELOLATEO, UNDERGROUND WATER MANS SHALL BE LAD TO PROVIDE A HORGONTAL q. DISTANCE OF AT LEAST THREE FEET AND PREFERABLY TEN FEET BETWEEN THE OUTSIDE OF THE rTSI m WATER MAIN AND THE OUTSIDE OF ANYEXISTING OR PROPOSED VACUUMTYPE SPNITARYSEWER ,LJ gE NEW OR RELOCATED UNDERGROUND WATER MANS SHALL BE LAD TO PROVIDE A HORIZONTAL •L j DISTANCE OF AT LEAST SIX FEETAND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER V w MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVTY OR PRESSURE-TYPE SANITARY O SEWER WASTEWATER FORCE MAIN OR PIPELINECONVEV NG RECLAIMED WATER NOTREGUUTEO UNDER PPRiIII OF LXAPTERBASIB FAC THE MINIMUM MR3ONTAL SEPARATION DISTANCE V)wB BETWEEN WATER MAINS AN0 GRAVITY tt E SMITHEY SEWERS SHALL BE REDUCED TO THREE FEET MERETHE BOTTOM OFTHE WATER MAN IS UID AT LEASTSXNCHES ABOVE THETOPOF THE SEWER �M m REACH RELOCATED, UNDERGROUND WATER MAINB SHALL BE LAD TO PROVIDE A HOWZONTAL w DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF Tie WATER MAIN ANO ALL PARTS OF ANY `Nq EXISTING OR PROPOSED 'ONSSEAMETRFATMENT AND DISPOSAL SYSTEM'AS DEFINED IN ct§ SECTIO.L.Ii5R) F S, AND RULE ANSI FAC ^ ` 2 VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MANS AND SANITARY OR STORM SEWERS, W WASTEWATER ORSTORMWATER FORCE MAINS AND RECL UMED WATER PIPELIFEE. $p- AL NEWOR RELOWTEO. UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAMI bw OR WOUGATTYPE SANITARY SEWER OR STORM SEWER SHALL BE TIO SO THE OUTSIDE OF THE WATER i— d MMNIS AT LEAST SIX ACHES, AND PREFERABLY 12 INCHES. ABOVE OR AT LE45T 12 INCHES BFLOW THE O 8m OIRSIpE OF THE OTHER PIPELINE . HOWEVER, IT IS PREFERABLE TO TY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED, UNDERGROUND WATER MAINS MOBBING ANY EXISTING OR PROPOSED N PRESSURE TYPE SANITARY SEWER WASTEWATER OR STORMWATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE UIDSOTHE OUTSIDE OF THE WATER WIN IS AT LEAST 12 m INCHES ABOVE OR BIGHORN THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER R IS PREFERABLE TO UY THE WATER MAN ABOVE THE OTHER PIPELINE V P AT THE U TIL TY CROSS NGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF . WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN £ a P JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE ALTERNATIVELY, AT SUCH 4440 CROSSINGS. THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAN JOINTS ARE AT LEAST THREE G �i FEET FROM ALL MINTS IN VACUUM TYLE SANITARY SEWERS STORM SEWERS, STOR ANATER FORCE G MAINS, OR PIPELINES CONVEYING RE ALXMED WATER REGULATED UNDER PART III OF CHAPTER 8281Q S L FAC. AND AT LEAST SIX FEET FROM ALL JOINTS IN GRANTV OR PRESSURE-TYPE SANITARY SEVERS. WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGUUTEO UNDER q PART III OF CHAPTER 63610 FAC. i+w 3. SEPARATION BETWEEN WATER MANS AND SANRARYOG STORM SEWER MANHIXES NO WATER MAIN SHALL PASS THROUGH OR COME INTO CONTACT VITH AN' PART OF ASN`f[4M`� SEWER WINNERS ` `` `` •• -T . 4 SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SAN TARP OR $TOPM SEWERS, WASi�Nf£R OR STORMWATER FORCE MAINS RECWMED WATER PIPELINES AND ONSITE SEWAGE TOEj1MENT AND YYY e DISPOSAL SYSTEMS NEW OR RELOCATED FRE HYDRANTS WITH UNDERGROUND DUZ $MAIL BE `• ./1/ /// LOCATED SO THAT THE DRAINS ME AT LEAST THREE FEET FROM AXY EXIST NG OR PRQPO��S..E..^^C(9i040 • / SEWED STOgMWATER FORCE MAN, OR PIPELINE CONVEYING RECLAIMED WATER REMULAV IWbER • L /- PART III OF CHAPTER 62110 FAL AT LEAST THREE FEET. AND PREFERABLY TE EE4RPRQ MY EXISTING OR PROPOSED VACUUMTYPE SANITMYSEWER, AT LEASTSIX FEET pNOP 1KY E�ET, FROM MYEXISTING OR PRO POBEO GRAYTY OR PRESSURENPESM TARP SEVEN, S LE� MAIN, OR PPELNE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PMT YLpF 110,r� FAO', AND AT LEAST TEN FEET FROM ANY FAWNING OR PROPOSED 'ONS TE SEABIRDS TRE/ , AND �y DISPOSAL SYSTEM'ASOERNEOINSECTONNOURETAF.S., ANDRULE64EBRAEh& 5\ 4L. V r N J o UTILITY NOTES: �� Z N 'u 1 ALL WORK SHALL eE N ACCORDANCE WITH INDIAN RIVER COUNTY LTnAIDEPARTMENT '.• • 4 DEPARTMEMOF HEALTH STANDARD OMWINGS AND SPECIFICATIONS. /vv/1 • • •`'' 2. UNDERGROUND LINES SNL BeBE SURVEYED BY A STATE OF FLORIDA PROFESSKWPL / �N SURVEYOR PRIM TO BACK FILLING ////, I SX 3, CONTRACTOR SHALL COORDINATE PERMITTING OF SEPTIC TANK AND DRNNFIELD WIN THE DEPARTMENT OF HEALTH PRIOR TO CONSTRUCTION UOLITYNOTES- OUTDOOR FLOOR DRAINS AND STORM LININS, THAT COLLECT WASTE THAT IS NOT GENET FROM MORGUE WATER, ARE NOT ALLOWS. TO BE CONN ECTED TO THE COUNTY SEWER SYSTEM CONTRACTOR SHALL VERIFY THROUGH ON SITE INSPECTION. J. ANY CONTRACTOR CONSTRUCT NG PUBLIC UNDERGROUND WALE R AND SEWER UTI UTI IS MUST BEA LICENSED ONOER SECONU UTILITY CONTRACTOR OR LICENSED GENERAL CONTRACTOR IN THE STATE OF FLORIDA 1THAN RIVER COUNTY AND CRY OF SEBASTIAN SYMBOLS: ne¢ - WOODEN UGHTPOLE M+H - WOODEN POWER POLE P- (D -EXISTING SANITARY MANHOLE w = IMSTING WATER VALVE m a -TELEPHONE RISER BOX rvN - EXISTING SEWER VALVE ac'• = PVC PIPE MARKER IS EWER LOCATION) PROVIRE ELWEO SIDE VN1S IX pCCOROgNEE VIM OSW REGLLRi1MS VNEH OEP]H 6 SOLL EMDIi1MS CARS OE�FIxIE (SEEE NOTE TO N 7) ]1 SKO TOME u 1 I/ ED ACT 12 NAR LIEIS o AND CONTRACT TO NpIXipM TRENCH S. 0. DENSITY ROBOT 2-0• ASWE LA F TOPBE PIPE a ,fE MOLE <) LA XIXIMLM VPIER / 6• I LCVFI KLOVAE� Lam` avLAI YES LINING CQIS1RXCi161 AT9BX I„ S/(• DIA SEOOING DEC, BISiVRSEO OR PES MEN STO RE IY PIR 12' W CONDITIONS REQUIRE OB SAIL m NORTHERN OPENED MAIN C ELEVATION NOTES TO ENTRUS EST __ 5, OAR __ RATED TO NAPTO NM- NSILA -181 onmLF. iwN OSTINNRT NIE.TEY INNS, I PAR NARS DETAIL AA, TRTa N. . ON ALL AREA TO AS L.1- A A.- OF I OTE STYPICALl FASH UKEU AT PA. FRAT INTO IS IXBIM RheaOFNv'Y TRENCH DETAIL FETETY CROWnm (UNPAVED EASEMENTS) I M—I SPACE MWXO OUTSIDE OF PIR SHALL BE 0.WATTE LY IWEO MM NONPIRINRgO BRIEF RENOVE BON.. ANO BOND ERPMT "ST. RONFOILQNB STEL IRWNO WTE RE R PIPE I. F. ."LL"NON) RPE CONN2CTON r0 BE NEM.EXE RWr mix B. STER n5 AIX'ESSIXIES N . ELESAO. CE RLL CglMS. TO BE BMD AS CO CE PPE MORE S -/FT UL (TERFOL) (YINB uANxaE BASE ELEVATION NOTES I. $ MANHOLE ROTS CN BRANDS NO E-5. NOTES ;15.].10, AND Ifi 2. ALL NATIONALS AAE TO BE Pm B NOUS LPPROICS MANUFACTURERS' PRODUCT UST. IXOIAN RREII covxn PIPE OPENING INDEPACTWLR UM,MI u COS ox UIIIAn EEflWIOF MANHOLE DETAIL s-11 B• lux urTs x s n �'WNxu �lry @ 0 YAxIMUM VgiER LECIEL j U -. ALLQVABLE ENTRAD GEALYmS� CONSTRUIT. k AT 9RX S/A'DIA CWpO SR \ ON PEA AlG MERE 2 E `81012TItR4 SAIL CONBIi1W6 R =N IE .I.. I.. SRETN ELEVATION _ NOTES TO LATURA ON RON S. TRURNOTARRE N`AANALC RAL a RETIRED ROD FIRM A- T, ENTIRE, RAMIRO — IT CANT, AND—""D `ADDRESS INomN flrvex WaXE+ TRENCH DETAIL uru�sLDEST. CIl .1 (PAVED AREAS B SHOULDERS) M-2 YE,WIS Pu.s EE L«.,m u� Y -_ CTS OM INSIDE BE NTO Be p6VUS FROM 'ANTED BwEI BREAM STOOD WAIL SGwY 7 7 L3MEE Uil40r SIS KdSTRAIN LY I.. VIDTN . ] ON g V {(d6 SURFACE RESiWA]IEN IX 1/2•3 OR EE UM1 E �RAiEi ¢ ' § /f6PLA[�E TAPE ec u�mm iiiii iii„i• yMEIh eA` B• lux urTs x s n �'WNxu �lry @ 0 YAxIMUM VgiER LECIEL j U -. ALLQVABLE ENTRAD GEALYmS� CONSTRUIT. k AT 9RX S/A'DIA CWpO SR \ ON PEA AlG MERE 2 E `81012TItR4 SAIL CONBIi1W6 R =N IE .I.. I.. SRETN ELEVATION _ NOTES TO LATURA ON RON S. TRURNOTARRE N`AANALC RAL a RETIRED ROD FIRM A- T, ENTIRE, RAMIRO — IT CANT, AND—""D `ADDRESS INomN flrvex WaXE+ TRENCH DETAIL uru�sLDEST. CIl .1 (PAVED AREAS B SHOULDERS) M-2 YE,WIS Pu.s EE L«.,m u� Y -_ CTS OM INSIDE BE NTO Be p6VUS FROM 'ANTED BwEI Elw acre WM X EaRX ¢ wSnD® Enna IrEPI Eac¢ic L WAIL SGwY 7 7 L3MEE Uil40r SIS Iz gR9fe/Ni RF nEIRn NETR rC IX SO r TRA. m g LWA,a^ Ll.w xNa DA: .SAE INAa W.R F. IE 1J EE M, ET A'. ELEVAEON NOTES S. v.� _ mDns HANE E A II.aAN I�ua" Y vwuV•UD,Gc s ,AEI LONTSSv. AEWE Into r. Er_ Pwl RW.Ym ATTIATUALYES B.. _ 5 .N.Dr u4'I ELpg4�IN.mx'Ai Us ei a• "NW U[N M�uU 3 UY OYIs U. wm ro SuwoWO vw.m/0P rsr, ANA TATUN ADIS . A' ART ON, OF _NLANN AT, READ TARS, SO A, — FAR S, SACTIONT Er ATESTAL ALL ASSIATINTAL AND ONS, CAL STARCES REALL .ITT ALL RES, �� 16 XS DPWR XaRz to ER ASR9Lm .ADNRAr mooucr IAT IRDUN NE. CRa>n °A1X'o'N VIIUIY OTESIT.1 WATER SERVICE EI 101 W-4 (ROOM war-a-Wkp __ NOTES N WYER 0.11.11 �EPART.XRNT OF TRACE WIRE INDIA 13 SERWmIS DETAILS M— 101 13 PROPERTY ONE, FEES munE— MWi-Cf WAY LINE I i PE SINi ORIF( WAY VXE EIER BOX SFRGCE ARE.: � J 'PN NO AN, 9p W) 3RNCE W9iglER %P C unBAL y I m 90'M0.£ m.�CIWPRSSCx-I EVRB M. LOIY.IxB ANTE BRgnCH WRB Sias B Sm291¢ PLAN VIEW mvisess IflL0U5 RLWIPE RApO flEAO LAT YT E 7"D GRNOEI - uETm a2cN v WE Rens aawB aBe sa vnM wlEEeu Dim mljPuxG 1-1 .1'•I '' �Fp0PE LINE .��,�. u ...L NL�.W NY,L> .I. •. FrIX ]BgSVEr REo'o M1 (ulx) WSTWm RP014 Rm (eY OTTERS) ELEVATION I_ NOTES .1ARST .°1.,,P X>'N''.I,OARES, •TTN:� M.DLs amm.on .ISNLm L ALL, ADUL A(- x . %RDS or . DIED . ARD .>E (Nm Rw+O TO 2 xST. AS AREA Dna D-Ia I �Inm' TRANS SDR, RE REST AnIE A. WAY DA .cI. m�ml..� DON,. rv0ue BIER OCUR BDwIXVENT OF METER BOX VTILIm EERnERs - W-6 LEST PONT) NU rv¢ •�V��•' R ROW N BAOSIO'W RE\SMER IRIS) S✓ $ ,� M iPSNO SSEII ATE VAL4E$ �� m $E UNDER V) lu G PIT gi µ3 T XRUDER 0i S ROW ANSTON MCA SE NCE PPE 0 PPE PIPING O REDUCER AS NEEDED 89 WAIFx YNN Wg1ER YNX ELEVATIONIN /� NOTES V 1'�„m I F N z. TA ROD A "s`mciAA.SET ma. Pmss °� NC wA u.RaM UMINISTRANT DAY Sr:PY 6 g Nmn a• g .wN.=1nuiFAR, INALL AS,m D�wP. m 1���� ��wE alRPowi" WIN TTL BAND A LNm.+n ROWER DOVnTr REDUCED PRESSURE __O••,���" i DEPARrus, OP I BACKFLOW PREVEN TER �• ••, y Imun sl:uvmes (R Z) W—'�' V � AT s _gZ Lu r FIQ.¢M-o4arNEuE [D A> AENM e_NTM4�2 ;NE I 1 Y VMPR ;5 TA TOP VIEW 4... mFRm TONT -= RUNANR F O OF U METER BOX WITH I IP y usI IREI NATE D j- lu .F IT/ SSI S N 9.. IN LT. CHEOI vxv w0 $ Tre N SRC A., - N A IMS im,50lE T 3 RUBRR 4pSXEie f®iM SIRS) ]] SECTION VIEW DETAIL W - L NOTES 2 t NARID RPRWN U)SURFACE. A LIFT SUCT AND ®� N PULL PA LDI VILT A.Dw AELA Ilse RAN,CEPT E RYOE.N USA NY PI,. INT Rn.N R SAAR. OaIAX RIWeD ORam TYPICAL PRE—PLUMBED ENS OP.INATY'IT OF METER BOX anon SERVICES n (ENCLOSED) e� W—� OR >d m D AT SC 0 E N - 6 m � � xmTW N. "RESE, AT C -7 ...90P 10 I 2� SCALE:1' B IN RP POCONSTRU IEMMNCE ,BE UETALTHIS SHEET] .m 1 1011'WIOE R/W —i I SITE BUM / io m n m \ s.amn xn FO.O � IwE7•m Zv USA SDnaEIB wGE —,I a 5 IonBm T zn`"e� .000.aw'F T �E STORMWATER POLLUTION PREVENTION PLAN F m_F - ♦TcwwLu SCALE V=20'VIEW OF FRAME WITHOUT E NIIEWOFFRAMEWITH SILT FENCE SILT FENCE NOTES - 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO ARAM DE -lTPk: PONDING EFFICIENCY STEELORWOOD EXTRA STRENGTH FILTER OST u w ` 2 INSPECT AND REPAIR PICKUP NEEDED WITHOUT P FENCE AFTER FACT! WIRE MESH SUPPORT SILT FENCE INLET PROTECTION -NTS_ STORM UNCHUT ATTACH TRIF O UPSTREAM NSOMSEREMONSRRY E PUWHEN SECURELYTOOF NECESSARY 9D STORAGE SOC OF POST RE HECOMMENOEO STOMGE nBcnr SllIISOIIICQQ� 1 $I'lIem� Ong Call � 3 REMOVED SEDIMENT SHMLBE OPPOSITES TO MAREATHATWILLHOT CONTRI'SEDUMEM EMUCABE PERMANENTLY STABILIZED k� STEEL OR WOOD EST M HIGH MAX FLOW TRENCUT DETAIL 10MAXIMUM SPACING WITH WIRE SUPPORT FENCE, 6' MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE 4InIN 8 PONDING HEIGM FLOW } MIN .ORAIN ROCK BMML.R WITHOUTTRFNLHING SILT FENCE INSTALLATION DETAIL - TYPE IV. SCALE-N.T S. ROCK BAG POLY WHATTLES OR GEOHAY CURB INLET FILTER-N.T S. POLY WHATRE EROSION CONTROL NOTES 1 SEDIMEMBARREANOTIMS, PERIMETER SINES, SEDIMENT BARRIERS AND OTHER MEASURES INTENOEOTOTRAP SES] MENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE MUNCTIONAL BEFORE UP-SLOPE IANOOISNRBANCETAXES PLACE 3 ALL SEDIMENT CONTROL MEASURES ME TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PROEM ANYGRADING OR DISTURBANCE OF PAMIRS SURFACE MATERIA -ON MANCE PLEBE PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT ORTMSH FROM FLOWING OR FLOATING ONTO ADJACENT PROPERTIES. 5 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (71 DAYS AFTER FINAL CHIDE IS REACHED ON PITY PORTION OF ME SITE TEMPORARY SOIL STABILIZATION STALL BE APPLIED WITHIN SEN 9) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRACE BUT WILL REMAIN UNDISTURBED FOR LONGERO WN SO DAYS PERMANENT STABNZATION $HALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MUSE THAN ONE YEAR A DURING CONSTRUCTION OF THE PROJECT. SOIL STOCK PILES SHALL BESTALUCED, COVERED OR CONTAINED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARYMCFECTION AND PERMANENT STAB] LISMION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SRE 5. A PERMANENTVEGETATIVE COVERSHALLBE ESTABLISHED ON DENUDED AREAS NOTOTHESMSE PERMARMI STABILIZED 6 AFTER ANY SONIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTERNMY ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY Z. CONCENTRATED RUNOFF SHALL NOT FLOW 00" CUT OR FILL SLOPES UNLESS CONTAINED WHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL ROME. SLIDE URAIN STRUCTURE OR APPROVED CONTROL. 8 BED MENT WILLBEPREVENTED FROM ENTERING MY STORM WATER SYSTEM, DITCH ORCHM'NEL ALLSTORM WATERIDJBIM MANE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SOTHATSEDIMENT{ADEN WATER CANNOT ENTER ME CONVEYANCE SYSTEM W M.1 FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT U WHEN WORK INA LINEWATERCOURSE IS PERFORMED, PRECAUTIONSSHALL BETAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEEM ENT THANSPORT AND STABILIZE THE WORM AREA TO TIE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10 PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STEUCNRES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCCUIUCHEO TIE GEVELOPERU OWNER ANDIOR CONTRACTOR SHALL BE COMINUALLY RESPONSIBLE FOR ALL SEMBRETCONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN WORANG CONDITION AT THE END OF EACH WORKING DAY, 11 WHFAECONSTRUCTONVEHICLEACCES$ROUTESIMERSECTPAVEDPUBLIEMO ..PROVISIONSSHALLSEMMEM MINIMIZE ME TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVES SURFACE WHERESEDIMEMISTRMSPoSIEDOMO ARADC ROAD SURFACE WITH CURBS AND UTTTERS, THE ROADSHALL8E CLFANIMTHOROUGHLYATTHE SLOPE EACH DAY SEDIM EM STALL m REMOV FD FROM THE ROADS BY S HOMELRG CR S WEEPING AND TUNSFORIE D TO A SEDIMENTCONTROL UIMSGALAREA STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS MACROS IN THIS MANNER M]$PRONSION SHALL APPLY TO HEMES& SUBDNISION LOTS AS BELL AS TO URGER LAND DISTURBING ACTMBES. 1$ MLTEMPORANY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN M DAYS AFTER FINAL SITE STABILISATION OR AFTER ME TEMPORARY MEASURES ARE NO LONGER NEEDED 13 PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDINEM DEPOSITION ANO EROSION AT ALL PM ES MRING CONSTRUCTIM, 16 EROGION COMRCL DESIGN AND CONSTRUCTION SHALL FOLLOWTHE REQUIREMENTS IN INDEX NUMBERS ISI, I.M. IN OFFDOT ROADWAY MY TRAFFIC DEMON STANDARDS AND COUNTY PERMITS. 15 CONTRACTOR B RESPONSIBLE RON ALL SURFACE WATER DISCHARGES, MINFALL RUN ORION DEWATERING ACTIVITIES IB CONTRACTOR MUST INCORPORATE ALL IMPS NECRAMMYTO MEET OR EXCEED STATE WATER QUALBY AND SIWPP REONREMENIS 17 THE POLLUTION PREVENBgY PIAN I3 A MINIMUM GUIDELINE ONLY ADDITIONAL GAPS MAY BENECESEARYAT CONTRACTOR'$ EXPENSE IS OEWATEWNGACT"RES. A -DISCHARGE MUST NOT EXCEED STATE WATER OCAMY STANDARDS B- CONTUCTOR MUST RAVE A TRANSFERABLE REWXS CONSUMPTNE USE PERMIT KNOWN AS A'NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DEWATERING', C -NO HYDRAULIC PUMPS MAY BE USED FOR DE WATERNG UNLESS APPROVED By ME WATER MANAGEMENT DISTWCT FOR TUi AREA XOTURBDOSCHARGE TURBIDITYREAONGSAREREOU REOONCEA WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER SOCK -PIPE OR FILTEn-N. I.J. N r O NT w U) ur G IS n Q P. a a3 2 � O 3 UT z � w O W S G_ z 'm U) O o O m a N O N w is K NTLL O = 0 q woN F16Sm DAZE BP SBOOR RUEFT C_8 .—PT10.1 I ), y2b @m Vi E `y $E •U $ �i Ul Ul tM V) N E 0 01) RE �J 5� s /L� N V mQ G�OTT drj Ua "/' _ :co) a — =�.w IXI N r O NT w U) ur G IS n Q P. a a3 2 � O 3 UT z � w O W S G_ z 'm U) O o O m a N O N w is K NTLL O = 0 q woN F16Sm DAZE BP SBOOR RUEFT C_8 .—PT10.1 I ), �EE7) ASPHALT /t Ai \O;$ O P� SITE B M SURVEYORS SIGNATURE R SEAL SIM BIA or P.O.B. " durc x4 \ / N�19ee9 \OO��pI Eeuu 9 �EE7) ASPHALT /t §\ CN� at O P� SITE B M SURVEYORS SIGNATURE R SEAL Mi 'P durc x4 /J ,og9cl \OO��pI y SITE B.M. �I xmnwmv/v�rm ss>s serz \ 4`' �a yG SET..I-4T MACNEBC NAL W/BRNA w ' r we Ol = WOODEN POWER POLE d 2y COLA POC-FQNT OF COMNENCEMENT con, asere-ser sen Rp OR B.OFFICIAL RECORDS BOOK .s-Eslsfll SPOT EITVATOR u Krs y FIRE HYDRANT 'FE - FINISH COOK ELEVATOR SxN = SEWER VALVE RCP -REINFORCED CONCRETE PIPE e CMP=CORRUGATED METAL PIPE Pac n = ELECTRIC RISER BOX g395yt_Dl WrvR - CABLE N RISER BOX I IF -IRON PIPE, NO G. m0 = TELEPHONE RISER BOX Y93 - SANITARY MANHOLE uX"O— A/C=NR CONDITIONING neuO= STORM MANHOLE R/W­-NIGHT OF WAY roans •avixs ense[tr .dnirt A re t— = GUY ANCHOR w SHADED AREAS INDICATE B10 W�q PRZ NON -RADIAL N =CONCRETE SURFACE DENSE FOLIAGE RCE__Fn EflLINE IF se— mor =HANDICAP SPOT JS IN:MEAURED (M)=MEA9URE0 1urnso D \m al when..4 f (CU. o a ad `P. Ixvuu SURVEY SITE 42,036 sq, H. 1.08 AG, 2 v ��o a \ SITE B.M we i��e o cfrc v nM� � ..IcIRAIs ' !I PI y R, G 4+ o a C LL_. li y 3 $ -fes \ z IN my s ASPHALT m s c�N sa et, t � `U4e]fiiL i z\• GRAPHIC SCALE \ 20 0 10 20 40 80 \ (IN FEET) 1 inch = 20 ft. \ DENSE ,i' M' §\ CN� at O P� a N SURVEYORS SIGNATURE R SEAL v 'P durc x4 /J ,og9cl na .1i—a r SITE B.M. �I xmnwmv/v�rm ss>s serz \ 4`' �a yG SET..I-4T MACNEBC NAL W/BRNA lil'I ' r we Ol = WOODEN POWER POLE ,..e�a se 0 = WATER METER POC-FQNT OF COMNENCEMENT con, RO.6-PONT OF DEC ,NBC Rp M' w.N[s�/saos Pm `9 CURVE ALONG REAR NNE w DUE TO LACK OF AVENUE OF NORTH CENTRALLAVENUE R=5895.4" A=2'si'10" L=293 54'(M) 29352'(D) `;. CHD 29351' e, CB=S24'09'l 4-E c d a D s v f ti F W �a acG' o DENSE FOLIAGE ,In ,29 e9tyMl sz" LAG 2m 12 00.O' w� Q"Le 00 „ St °l Pet t Eo s'" ✓^" - ROP Inweanenl Hokin LLC - Ruded Ovelo,mnt PryNies, LLC - EB flam FH, LP, o Texas Printed Portae B"' and its sur—wars and/- end re - wood. k Wed, P.A - DO Rcricele Notional Lt. Indrone. Canpany - Block At Scarpa LEGEND Z CN� at O P� NAw 'BB=anumn AMERICAN 4FRncaL SURVEYORS SIGNATURE R SEAL mW JOP� Z IN" /J ,og9cl W. r t` �I xmnwmv/v�rm ss>s serz W/CAP STAMPED ..Z -.do". yG SET..I-4T MACNEBC NAL W/BRNA mZ RISK STAMPED 'MZ LB Edm' C M -CONCRETE MONUMENT. NO ID we Ol = WOODEN POWER POLE C 05 -CONCRETE BLOCK mralfIRE se 0 = WATER METER w.N[s�/saos Pm `9 CURVE ALONG REAR NNE w DUE TO LACK OF AVENUE OF NORTH CENTRALLAVENUE R=5895.4" A=2'si'10" L=293 54'(M) 29352'(D) `;. CHD 29351' e, CB=S24'09'l 4-E c d a D s v f ti F W �a acG' o DENSE FOLIAGE ,In ,29 e9tyMl sz" LAG 2m 12 00.O' w� Q"Le 00 „ St °l Pet t Eo s'" ✓^" - ROP Inweanenl Hokin LLC - Ruded Ovelo,mnt PryNies, LLC - EB flam FH, LP, o Texas Printed Portae B"' and its sur—wars and/- end re - wood. k Wed, P.A - DO Rcricele Notional Lt. Indrone. Canpany - Block At Scarpa LEGEND NX` ' SYMBOLS NAw 'BB=anumn AMERICAN 4FRncaL SURVEYORS SIGNATURE R SEAL OANM OF 1988 opr$ = CONCRETE POWER POLE PBI=NAi Bork KRIAN flelm COUNTY DECLARE /J ,og9cl B.M =ELEVATION BENCHMARK uv# = METAL LIGHT P01£ SET IR/C_SEi5/V DIAMETER IRON ROD �I xmnwmv/v�rm ss>s serz W/CAP STAMPED ..Z -.do". wJ ¢ = WOODEN HGHT POLE SET..I-4T MACNEBC NAL W/BRNA RISK STAMPED 'MZ LB Edm' C M -CONCRETE MONUMENT. NO ID we Ol = WOODEN POWER POLE C 05 -CONCRETE BLOCK mralfIRE se 0 = WATER METER POC-FQNT OF COMNENCEMENT RO.6-PONT OF DEC ,NBC = WATER VALVE OR B.OFFICIAL RECORDS BOOK .s-Eslsfll SPOT EITVATOR u Krs y FIRE HYDRANT 'FE - FINISH COOK ELEVATOR SxN = SEWER VALVE RCP -REINFORCED CONCRETE PIPE CMP=CORRUGATED METAL PIPE Pac n = ELECTRIC RISER BOX CME-CONCREtE MASHED END IR/C- IRON RCD WTH CAP WrvR - CABLE N RISER BOX I IF -IRON PIPE, NO G. m0 = TELEPHONE RISER BOX R: IRON ROD, NO LD. MPG=MACNETC - SANITARY MANHOLE uX"O— A/C=NR CONDITIONING neuO= STORM MANHOLE R/W­-NIGHT OF WAY R -RADIUS f CENTRAL ANI re t— = GUY ANCHOR L=ARC LENGTH SHADED AREAS INDICATE .CIFID-DRON0 CB=CHORD REARING ASPHALT SURFACE NON -RADIAL NO NO =CONCRETE SURFACE N/T=NTE h TAS RCE__Fn EflLINE "aa` =HANDICAP SIGN DHw=_GAdOAD vnREs are- UTHEA .COIR ElE =HANDICAP SPOT ED DES PON IN:MEAURED (M)=MEA9URE0 (P)=PIAT (CU. COR. -COON -CORNER ENO. FOUND DESCRIPTION OF SURVEY SITE DESCRIPTION AS RECORDED IN OFFICIAL RECORDS BOOK 2853, PAGE 586, INDIAN RIVER COUNTY, FLORIDA PUBLIC RECORDS Beginning at the intersection of the East right of way line of the New U.S. Highway No. 1 and the South right of way line of Ninth Street, thence run Southerly along the East right of way line of New U.S. Highway No 1 a distance of 300 feel thence OUR Easterly oa o line parallel to Ninth Street o distance of 128.82 feet to a pant which is 100 feet Westerly of the West right of way line of North Central Avenue, thence run Northerly on a line parallel to North Central Avenue, and which line is 100 feet Westerly of North Central Avenue for a distance of 293 52 feel to the South right of way line of N nth Street, and which pont is 100 feel West of the West right of way line of North Central Avenue; thence run Westerly along the South right of way line of Ninth Street a distance of 193.59 feet to Point of Beginning. all being a part of that certain tract of land situated in Indian River County, Hor da in Townships 30 and 31 South, Ranges 37, 38 and 39 East, known and described as a portion of Section 30 of Hem ng Grant, and being a part of land described on a certain map of WAUKEGAN of said pending Grant made by S. B Carter, Fled in the land cords of Brevard Countg Florida and as recorded in Plat Book 1, page 178, Public Records of St Lucie County, Florida; sad land now lying and being in Indian River County Florida RECEIVED MAR 14 2019 City of Sebastian Notes: Community Development Dept 1. This survey does not reflect or determine ownership. 2. Lands shown hereon were not abstracted for rights -of -nay or easements of record. This survey was performed without the benefit of a title search. 3. Reproductions of this drawing ore not valid without the signature and original raised seal of a Fargo, licensed Surveyor and Mapper. 4. Survey site lies in Hood Zane'"' per Road Insurance Rate Map no. 12061CMOM. dated December 4. 2012. 5 Subsurface utilities and improvements were not located as a port of this survey. 6. Elevations shown hereon are in feet, referenced to NAVD'88, based on Indian River County Benchmark 'BM003018", having a published elevation of 672 R NAVD'BS. C Bearings shown hereon re referenced to the Honda State Plane Coordiaole System, East rye. HAD 83/2011 Epoch 2010 per real time kinematic GPS observations an data of ey Line of bearing referents = Easterly R/W line of U S. Highway No. 1, having o grid bearing of S35'36'42TE per F.D.O.T. R/W map referenced hereon. A e NX` ' Map Of Survey SURVEYORS SIGNATURE R SEAL p DALE RPASION I William B. Zentz & Associates InC. 110/19/19 ADD cFNI NEW nI WORK I ' I Boundary 8 Topographic Survey For 1676 Ducks LLC $ \ /J ,og9cl Professional Surveying & Mapping I I OFTHIPCATE OFAIFfHORPATON ED No Rue 684 old Dixie Highway I Vero beach, FI 2 1 1676 U.S. Highway 1, Sebastian 32958 Indian River County, FI \ �I xmnwmv/v�rm ss>s serz 7-75 PFax: 772)567-17552 I 1 Fax : (722) 567-ll51 I -- oww rc / W.B.Z� I RZ 4I/51 1 J/19/18 211-010 1 1 p S99 yy spk' Si; i@+6"oC"Kl"Not FFF A tld gas 3oa��Psa€€Fa9 sR�€5`°s; Pip INT 111 RA � r;QYY�YYYaY Si G3GGGGG q�� K$Rrra�KKKtK�$ ,a.aY,R+Y.555 P� r"~� RRwcww\ww 1+9MOM FFFFF A €a it I M Noy+u 3 a2°1= ¢ NypcsC ¢ CPaupE � a Y nm { ga ay s O 9 Np nn 3 v c a o S -tr �s:°rE e_a §T3i Kp'_sa cs O LANDSCAPE PLAN US PiIOHWAY I — RETAIL 6LD6 1676 U.S. HWY I SEfASTIAN aEaUpg e� S Avis � Sr+�eer 0 s P I yR yLyL Gill Fi A D R ggrea'a+ Q � SR5 s ENNRONMENTAL DESIGN PPAWN eM RAK d2. rJ / g ® ANDY NE54lRING LANDSCAPE ARCNII T p4q .0C NO.: 19M g 8<h S1R P.D. BOX 5111 OCALA, RORMA S 78 (]51) C$1-8888 SLA(E.' — NEW NANE.' WIFCNAE.- A cas wuRa oE9m, .....-..AL mcN .p9 mar q '/19 CITY GG1.9�¢]AT5 RNC 2/19 DIV ccAMElrs RNC 2 II/6 ZEP!5 ry cP E 6Y rylF£{t RNC IO/B Nt 5 IAYGUr RNC NO. DATE DESCRIPTION BY IRRIOATQN PLAN U.S. 11&IWAY I - RETAIL 6LD6 676 U.S: HWY I SEBASTIAN AVIS 5 - i W J xT I sy { { k a W Q ENNRONMENTAL DESIGN ANDY NE9SEIRING. V DSCAPE MCHITECT ® 1920 M 9th STREET P.D 8G% 5121 IA. OCAR 110A 3N79 (352) 622-9999 1[cuw, are aurxixo, car miRsc omw weYmau-lnsoounu omw BBAM 9 RAK OAm 5 8 _ O/IA MNG . SLI(E.t2W A,111. .TCB W, AS PG A A 9/19 61 Y GLM.F s RAK �+ 1/119 6! LLAT 5 RAY % VID RE Stem LF EAST pffER RN( 10/10 r 517E L yY RAK NO. DATE DESCRIPTION BY Lenlreabl esV .< be...... e . a.lclll rr.nk Iellpvr eh.esl N9 tl c t .elu en r<. II .1- Ree1 bell nein eegln sllas .eae� er .n a nu D<1\em If r bole ea<i.et' L H rn e...c . � nwuialmm.m <I rva u.l TREE INSTALLATION SFruF W L T -Y le �11b'T'Ir.l .attend !Heel.11,-1- 11, r1- Sch No m�e i^on r e r ... ... en l<n<mn. end s.na �nmemrel en.mk, nu lc' a \I p e 011t,11 Ild- .pact 11 cetlone'In' \ R.ry m 5< ;W WG shell be -I. uvi ng \° on leper ryI Y k ... I,.ut mr emtn g .... d .1- =fi.E*2.,rv� 5.x4@3r. d rin lebea grbae I FVG a.<In «I I.wee le an, I,r n.n Sleeve'edee ebne<: end edge . not nb cll°v .111 1«Igo\Innnfleea leeenee ave! " -:• vlq ena wm eu e.'U: '• ./: J I'dnnth nnn ..< ncm cee.. e..e I'd depth :hep° Pllenc.i n«I <enamt b. ..I b.le r.e le nn rxmlmnnunaw mf . Ltln ear en.a e -d. reeery ne lee 11. � SNRU5 INSTALLATION 1 re 1x11n�gntlen p enac .nml be a -n .ttb :ieat .i le ena et b angel. a deo t. r.. nd- "a ep ep yell °netruetee ere end the rn.t b.K pe 1.1. 0.11 b.gm It .eei )len p.rrpne.r Pa ere l0ul t bb.;Nn if 171.7.nlp,«. .n.ue be n ,n eanpnet nen lent lnq nee. ryoe been c711.1 IIeQt peu`l e pu a end n It. ev o\ bolee e e SIM ..I.. yf ep u v .hell b used In tu,l ..... } A \recto, .Hell ..tele hell ° °<'eck v p `p .Iter I°et°Ilntlen .1 -nn sen b r I sol, W H cern.. I,nv .h,[l be m.I. -Ig mlmr mpe. POP LP-6PRAY NEAP TREE STAKING - TREES < V DALIPER Net- �11b'T'Ir.l .attend !Heel.11,-1- 11, r1- Sch r ... ... en l<n<mn. end s.na �nmemrel en.mk, I b All errs... n eI lane I.In 011t,11 Ild- R.ry m 5< ;W WG shell be -I. uvi ng \° on leper ryI Y k ... I,.ut mr emtn g .... d .1- p.eve urs .1 ne.tinggbudk6l- anet l be vet i ober, IInl°nets rtr-tn..nel ..tLe m; .,.I ) I FVG a.<In «I I.wee le an, I,r n.n Lngotl.n leq.na mr mi . n -d.11 ebne<: end edge . not nb cll°v .111 1«Igo\Innnfleea can u to p< I uelnq <\olnl can I mp Alnq lel nt tF eugn the rbb\ bel TREE STAKING - TREES < V DALIPER Net- �11b'T'Ir.l .attend !Heel.11,-1- 11, r1- Sch r ... ... en l<n<mn. end s.na �nmemrel en.mk, I b All errs... n eI lane I.In �.`,-.`a.•,+ re<mm'meu Lr k..ameets R.ry m 5< ;W WG shell be -I. uvi ng \° on leper ryI Y k ... I,.ut mr emtn g .... d .1- p.eve urs .1 ne.tinggbudk6l- anet l be vet i ober, IInl°nets rtr-tn..nel ..tLe m; .,.I ) I FVG a.<In «I I.wee le an, I,r n.n Lngotl.n leq.na mr mi . n -d.11 ebne<: end edge . not nb cll°v .111 1«Igo\Innnfleea can u to p< I uelnq <\olnl can I mp Alnq lel nt tF eugn the rbb\ bel J I'dnnth nnn ..< ncm cee.. rinlehed g -de. Pllenc.i n«I <enamt b. 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R /p % L eM1oll ba made ueing !ellen Ibps 1- Cent -1., t.1 1. ..Ill. tn..... er eune the a ler altar metal letlen ftt"R ON RISER Ancner tee etlg el Hat ing Orer lcp ceg,e el motet lcl f eep. 1' b.yenalT4� Oy c In man el f ll- tlireet cnae 1 lt�e leleDe r-t-11ample. b I. P.n 'l ee t.-Inel Icla et e . ape, pI... .tnp Le In e EROSION 69NTR0. MATTING DETAIL ,rig•tlen pips r... e1 apd minPel,a a \erlcI tree d mu<m\..m mnd.<io ter ,-lee pri- I, RICHARD A KESSELRING JR., PLP, ASLA LANDSCAPE ARCHITECT , STATE OF FLORIDA #858 J Q ~ AJl l~f1 � q I Y1 � N LU i CK Q W � SHEET LPL of , AkA9c 5[n'drrA kvr-� it Le- 5cV E D aticn S.A'_ W -?ti' Front - oeatlgt 6--N:= 1'4" 0' n iNn:'ray Y." Nem'' .'J.,3 ' II _JI_ ---AM 1 ncn[lvnd(�sL*evm Rearrxi nir-. V1 = _-_ "a Fropo5e,d ExtErior Elevations �AMrtah 5cmr✓f 4 �� Ntcia3taebq�-m RECEIVED MAR 14 2019 City of Sebastian Community Development Dept, LJlstr,r=c+atcr_ I Cellular Sales Fuffi ¢Wf akr PERRER se0,W.iL nccir_of f PRELIMINARY FLOOR PLAN B :I/4•V I 0 LJ_" � I m JJ m Ifl] 9 PRELIMINARY CEILING PLAN AAF: I/Y - Vt n E x YATES ASSOCIATES ARCHITECTURE INC.; ARCHITECTURE PLANING• IMERIOR DESIGN • _9 C.EMATS S, L=LI INFllla1 1, 50. FL ii'A iE_. 511,5o 'A FlK 561Av-9219 y '[aAp[nr DATE \I—M1 SI, nUt 6'D NO I mH - DEIGNIII 'tl KIJL DxR\\ B) 11, {pphOVEE, m_ RElNON, i E 5 tl (cJ�] J _ G z w � G r I I E SUBMITTAL n REVIEW € SET 03-12-19 - OF F< e ID q • t�h RRI J� ams FFFU PPG\\ 8 5 II(:LLY D. Y.11E4 � RDADA Ni 1S/OB 5IIEE1 \C !A A-201 OF Is ITS LIGHT POLE DETAIL n _ n£ I1 II I u _ n 4 ^ (*YPJ II POLE SH4LL EE RATEp FOR I-10 WIP W VAON C PER FBG 2C]IT E F EDITION. LAEGAATION II VPLLE FOR LUMINAIRES SHOWH. u II HII II, L' I I!— VOID I I H—SYIATSE CG EFTF POLE I II II I1 NOT TO SCALE NOTES OI DIRECT EWIAL POLE SHALE BE RATED FOR w11U7 VEGOIw PER FEIL 2017 6TH EDITION. OA I-ATION SHALL BE BASED ON THE SEA VALE FOR THE LVNINAVE S M PEi POLE OELECTSLAL CONTRACTOR TO COORDINATE THE TYPE OF TENON OR M'X. IT E5GUIRED WITI THE FIXNRE MAWIFALTIAEH; TO MgMT TI c 51TE LIEHf FIXTLRE TO THE POLE AS INn3:DED AND INDIOAT ES. O TH b ERLNN NOTE ". AND THE UI THE POLE. FOND® Ar Tff J H 1 T TIE B ITT F OF v THE POLE,SEENAT V PE M9, ANDS TIE Ed]IPr'BNT 6RQFID CONLYKTGR RAN WITH THS CIRCUIT FROM THE DKIENATED PANEL IN THE WILDIIIS, O4 LUMIINAIRE. SEE FIXI1JE2E SOHEWLE ON THE 51TE LIeNnEK, PLAN FOR WANTITY, TYPE, ANO OPTIO ORIENTATION. PROVIDE PROFBR BRACKETS TO MOLNT THE FIXM2E AS SHOWN ON THE PHOTOMETRIC PLAN CAORDINATE WITH THIS FACTORY AND PROJIOE CRPLKET OR 5,FFT TO THE EN61NEER FOR APPROVAL MOM, TO RELEA5E. OS RFVI5HED AND INSTALLED IN-LINE BALLAST RISES IN EUSSMAIAI'TxON" NEATI£R4ROOF PXE HOLDER5 MHEY AO WITH WK R15E` (S1ZE AS RCTd11RED). Ob LONWIT, EMEEb TO FIJI -L. EOX OR NEXT POLE AS REGVIREO. O3/4" z 10'-0- (COPPER CLAD 6RLUND ROD FOR LIENTNIN6 FROTECTON. CONNEOTION TO THE 6RCNID ROD SHALL BE MADE VIA A U£ 1-15TED MECHANICAL CONNECTION. O8 SEE ELECTRICAL SITE PLAN FOR OONOUIT AND WIRE 51Z AND DESTINATION PANEL WIRE SIZE W THE POLE `JW1 SE SAI -E SIZE FEEDINS THE POLE Oq F5OVIOE FLUSH IN 6RACE (12`%12'X12' MINLM N£ATIERFROOF PI FGT2IL HANgHLLE ENCLO'YFtE. njEL ILAL HAEmfpLE ENLLOVRE SHALL BE PROVIGm AND 1145TALLEO IN AOCORDAW.CE WITH NEL ARTICLE 314W 'HANOEOLE B.GLOSWK' THESE 60MS SHALL 2E USED A5 P.AL BOXES ONLY, NO T WATT N SHALL BE MAGE IN THESE BOM5 EXCEPT FOR T£ SRGMO 6ONLI6TOR. L GATE BOX HT HIN 5'-0 -OF POLESE BA, WHERE1A.L fl PO551ELE. THE PDX 5E LOCATED IN A LANIJ5LAFE AREA ONLY AND NOT `..VYYCE FTIBLE TO AN' TRAFFIC CONDITION COJE2 SHALL BE RATED FOR THE LOAD IMPOSED WON IT, AND SHALL BE RESIDED WITH L060 5TATIN6 'ELEOTRILAL'. Q> DEPTH OF THE EM3EDHRIT OF THE POLE SHALL Ee AS � 6Y POLE MANLVA Rgi TO MEET RE NEP WIND LOADINS. MINIM EN®OOIFffNT SHALL NOT BE I E55 THAT Hb'. LIGHT F XTURE SCHEDULE Imm lua an wnv- I ,�� ItW+nIX, ,sw N,yy ,„, „�,IX vrnnu£ I - WS e eon we nxww,wM ,I� x s>am ae ,�w 9 W p'—E ..a a a, E3 WP -xr+nxa rwlm�®wwi�lu. rn Imp nv ,rr I I 1 I 1 I I I I 1 I I I FCRHA NGSFAM 1 I U.S. HIGHWAY No. 1 (STATE ROAD No. 5) I I 1 1 I I I I i F0.0. i. SVR1£Y Bd4DNE 2H9IP 1£ fOM Ha 3 I YC]ILW 99010.}3g0>YG 938911 1. H/iJ01 I - _J ___ _ _______ ____ ____ ____ _y' 100-w1DE . ARCHITECTURAL SITE PLAN AND LIGHTING PLAN SNE I = PO' -0' NORTHBOUNDLANES MOCId `1✓ MAR 14 2019 City of Sebastian Co TIMITI ly Development Dept, ( D NORTH E E 3 YATES ASSOCIATES ARCHITECTURE INC. ARCHITECTURE • E PLANNING • INTERIOR DESIGN � - t M-$60016]3 319 CLEMATIS -, IL E 9R VIESi P.- 31-, 561 5 3 270 u TEL ifi1-653-fl$PG F]%'$6165)P$]9 a enNi. rtE�.�re.esAac.l.E�xu-F rin DATE MwM1unc; _ 100 NC. IP'W14 - DEACNBY Noy _ DRAWN BY OCW Anrneveu KD.Y - REV LHON 3 ri E L -I --I N n � 8 J d N O✓1 LL �i LH N wE SUBMITTAL REVIEW SET 03-12-19 6 SEu a 3 10 * > E ,6 tikED _ KELLY D YAM FLORIDA AN 13706 SHEET N0. A-101 15 SILLS Caliber Outdoor Wall Light 9mhb1 W ch MCR ea: 61Px$169.059.0 0 Ruxb b.. WA UPnrx IKUgi11Wamm WpXg4 11W gmnler. IovMYupe Im gmMWon: el K�dW K10H i�cMWJ HomnMn wpLwuP ap: dasn.nvu pmYWVhX: CE.Oi Ivny CdT 3W3K Ctiv ReMeEly: W pd InM1YB: ]'1aYJMN! Product Nurni DWE632629 I Dalwxv)) I eq.�F1 nrCoanpoorxsa ugaKcaPow.grcaxml j, IntarlMmoJllnplYWAe. AlaeoMe hp MyMq ffi T�.a+wlPwpPp�:Appapuaq®pT ^ a1r,Adumlmmnhl.p�m,allm wnlmws � uD POMroucs asrn wamxla-IdLcnr,Mds.A xmwpaL mLEreowrerroccma-e. CELLULARSALES verizOn,/. 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ARCHITECTURE • y PLANNING • i. INTERIOR DESIGN AA -260611 AS --LENATIS ST. SUITE 91L V@ET Pq- Bencq 11 3UM TEL 561 -633 -Will FAX 561653-9279 y^ H E—L RE—@YATES UI 9 DATE. Mx61LLRU MOBN¢ lsaua - DESIGN11Y KDY. 5 DRAWNRY. DCM. APMOVED: KDY. REMSICVi 3 E 5 K cf) e W p W s U- � r o 3` EG EG aNO a - 1 J W O J W 3 N < � E 3 E SUBMITTAL REVIEW € SET 03-12-19 .GL Y' * 1• J • � ARI 6 T %4 B KELLY D. YATES FLORIDA AN 13706 Z SHEET NO Q A-401. SIDS _ y THOSEdMOR GAFGLAS'e MEMBRANE THOSE TOO OR PVC MEMBRANE -EXUmMm1 FLABM NG$ FASTENERSL1 OC . 1-1 FAMABIMUMS-OW—SNFORIFIDGeTSUPTO11•(305OSAD P(102 mm)0G FOR HEIGHTS ABOVE (0'(30.5 ENERGYGARO' CANTSTRIP SM. RISEN �, �RUBERgOI GAFGLAS BASE FLASHING ROOFINSU..B NOTE 2 WALLCOVENNGS TIIRNEOOVER EOGEA MHMUM OF 11M' (SSmm) OR TNICI(NESS OF NNLER WHCHEVERIS GREATER S FASTEN BASE FLASHING APPROXIMATELY B'(203 mm) 0 FOR HEIGHTS UP TO tY (305 mm) AND 4-(102 mm) QC FOR HEIGHTS UP TO 2P (610 mm) < FOR WALL FLASHINGS IN EXCESS OF 4'(122 m) CONTACT GAF TECHNCAL SERMCFS AT 1800,1ROOFtl1I PARAPET FLASHING SCALE: 1-1/Y -1'-8' STEP1 STEP 2 OBTC. L V(25 mm) X I GO mm). SHEET METAL GRAVEL STOP -36' (914mm) SQUARE MN SEE NOTES BELOW RUBEFOCIPMAFGLASP �FDEHING �LEAO FLASHING GETIN FLASHING CEMENT NOTE 1. MINIMUM ]IY (]62 mm) SQUARE, 2 C2 L&TO 4-U& (1.13 kg TO til kg) 1EA 3OR 1&02 SOFTCOPPER FLASHING SET PRIMED FLANGEIN ROOF CEMENT IN MOP MB. SA MS. COLD MB, OR BUR SET PRIMED FLANGE IN REATOOFTENEO MEMBRANE ON TORCH APP OR RW SOS SYSTEMS PRIME TOP SURFACE BEFORE STRIPPING. 2 MEMBRANE PUES, METAL FLASHING, AND FLASHNG PLIES EXTEND UNDER CLAMPING MNG S STRIPPING FELTS EXTEND P (102 mm) AND 3' (203 mm) BEYOND EDGE OF FO S ONG SHEET, BUT NOT BEYOND EDGE OF SUMP INSTALL STRIPPING BEFORE INSTADAPON OF CAP SHEET OR GRAVEL ROOF DRAIN DETAIL SCAIE. 1-,a - 1• w RUBERdV SMOOTH STEP 1: 4'(102 mm)MN CO1f OM CORNER RBNFORCEMENT 2' ($1 mm) MN CORNER REINFORCEMENT MATMX` 307 PREMUM ASPHALT PRIMER MATMX`307 PREMIUM ASPHALT PRIMER M.ERdFP] GAF.le MEMBRANE - RUBERgd]GAFGIASROOF MEMBRANE RUBERqUP]GAFGLAEPMEMBRANE ROOF CORNER DETAILS MAD: 1-11r - V V M B ERd1Y7GAFGDSa FLASHING MEMBRANE �L'Lgi9:i i3YL9yC11111ICSJ:U� VENT THRU ROOF YALE: 1-1/1'=1'd -.DLL LEAD FLASHING V (25 mm) OOPIRMTO RPE PLUMBING VENTSTACK RUBERdTF] BAEGLAe BASE FUSR.G PRIMED t SHEET LEAD MINIMUM OF 2.12 POUNDS PER SQUARE FOOTHZ2 KG PER SQUARE METER) 2 MINIMUM 18' (45] mm)CLEARANCE FROM GOES, WALLS, ANO CURB. S FOR HEATNIELD OR TORCH-APPIED RUBERC P.B. TORCH THE AREA OF RUSERCIV MS OVER WHICH THE METAL IS TO BE PLACED TO A MOLTEN STATE PRESS THE PR MED FLANGE INTO THE MOgFED 9NMEN WHILE ITIS STILL MOLTER ROOF PLAN P .` K NOTE 1 THIS OETNLALLOWS FOR ROOF MNNTENANCE AROUND THE EQUIPMENT SULK THE CONPNUOUS SUPPORT IS PREFERRED IN UGRTWDGRT ROOF SYSTEMS BECAUSE THE EQUIPMENT WHGHT CAN BE SPREAD OVERTWO OR MORE SUPPORTING MEMBERS CLEARANCE MUST BE PROMOED FOR REMOVAL ANDREPLCEMEMOFROORNGANOFLASHINGBEM ENPARAUELSUPPo M 2 BASE RASHNG ON ALL 1F S 2UYEAR GUMM'TEE SYSTEMS MUST HAVEA BASE FLY REFERTO FVSHNG MEMBRANE APPLICATION AND FLASHING SPECIFICATION PLATE SYSTEMS VE HY A) MANU 10 TON RN 4- CANT STRIP J ON RA15ED CURD 30x30° KOOE MATCH ROOF CURB DETAIL SALE: 1-1/Y = I'-0' II� - - -I ----_ __ ---- STH a YATES ASSOCIATES{ ARCHITECTURE INC.`-, ARCHITECTURE PLANNNG • INTERIOR DESIGN . Al Y 319 :LEMAUE ST. SUITE 91. s VIE>T PAUP BEACr, `L 33401 n TEL 56'-fi53 KM FAA 561-651-9279 a a E'1ML NEL_VOYATESAC 111- I- � DATE M=b21.2019 - IOBNO I5 -M4 ¢ DESRG, 01. KW _ DRAM BY DfAt APPROVED - REVISION& 3 e r Q � w E SUBMITTAL REVIEW € SET 03-12-19 y SIAL 4 Io s �ARI* u16��TT '• �EOrtPTR'A� _ KELLY 0. YAMS RTORIOA AS 13706 MITT NO. i A-601 OE j HITS of mart lrc - 4- CANT STRIP J 30x30° KOOE MATCH (UIDDER DELOWI b fCLA EPACIN 1 I KDDF DRAIN �Fn s:o- T G. xn na:. uLDFoe:F II� - - -I ----_ __ ---- STH a YATES ASSOCIATES{ ARCHITECTURE INC.`-, ARCHITECTURE PLANNNG • INTERIOR DESIGN . Al Y 319 :LEMAUE ST. SUITE 91. s VIE>T PAUP BEACr, `L 33401 n TEL 56'-fi53 KM FAA 561-651-9279 a a E'1ML NEL_VOYATESAC 111- I- � DATE M=b21.2019 - IOBNO I5 -M4 ¢ DESRG, 01. KW _ DRAM BY DfAt APPROVED - REVISION& 3 e r Q � w E SUBMITTAL REVIEW € SET 03-12-19 y SIAL 4 Io s �ARI* u16��TT '• �EOrtPTR'A� _ KELLY 0. YAMS RTORIOA AS 13706 MITT NO. i A-601 OE j HITS of mart lrc - 1. 2. 3. 4. 5. 6. �BASTIgN HOME OF PELICAN ISLAND Community Development Department Accessory Structure Staff Report Property Owner: Contractor: Requested Action: Project Location: Current Zoning: Required Findings: Cheryl Scranton Homeowner/Carolina Carports Approval of an 720 SF Detached Garage 557 Sloane Street Lots 2 & 3, Block 64, Sebastian Highlands Replat Unit 2 RS -10 Current Land Use: Single-family Residence Does Does Not Comply Comply A. No accessory structure shall be constructed until the construction of the principal structure has been started. 1. House completed ( 4 -11 ; or t/ house under construction 2. Accessory structure to be located on same lot as principal structure : or located on second lot that has been combined with principal lot by a unity of title Wul1l of T-irLE B. No accessory structure shall be located in any required yard (setback): 1. Front yard: No detached accessory structure shall extend beyond the front building line of the principal structure that is located on the same real estate parcel or lot. Principal structure setback is 301, Accessory structure setback is o+ 2. Front yard on corner lot: Accessory structures may not be located in the secondary front yard of an improved corner lot unless the corner lot is joined in unity of title with an interior lot that contains the principle structure. However, said accessory structures shall not be located closer than 25 feet NIA from the secondary front property line in the RS -10 zoning district, and in all other zoning districts shall meet required front yard setbacks. Secondary front yard setback is , and proposed accessory structure front yard setback is Does Does Not COa@IV COMPIV 3. Side yard: Required side setback is lot ✓ Accessory structure side setback is 5Z0I +- 4. Rear yard: The required rear yard is P-0 A detached accessory structure may encroach into the required rear yard, provided it meets all the following: a. It is a minimum 10 feet from the rear property line. Proposed accessory structure has a Zo ' setback. b. It is not in an easement. Rear easement is 10 and proposed setback is oto I c. It does not exceed 400 square feet in lot coverage. Proposed ✓ accessory structure is i :LO square feet. / d. It does not exceed 12 feet in height. Proposed accessory structure is I)Ve2 I k feet in height. Accessory structures which are attached, or do not meet the / above four requirements must meet the standard rear setback 1/ which is an Proposed accessory setback is 0D C. No mobile home, travel trailer or any portion thereof, or / motor vehicle shall be permitted as an accessory structure. 1✓ D. Applicant must expressly designate the type of the accessory structure (i.e. garage, shed, etc.)J>tm*e.A� E. Must comply with all city codes. ✓ F. The height of accessory structure cannot exceed height of principal structure. House is approximately t Ll and accessory structure will be G. Attached or detached Quonset -type or style accessory structures are prohibited. H. A residential lot is allowed 5 square feet of accessory building area (cumulative) for every 100 square feet of lot area, up to a maximum 1000 square feet. Property square footage x .05— Allowable 5=Allowable sq.ft. of accessory structures 1000 ntA)C Existing accessory structures 7 Proposed accessory structure 7 a0 sF Total existing and proposed 7 2 Planning and Zoning Commission Review: Any attached or detached accessory building, carport or breezeway over 500 square feet in area must be reviewed and approved by the Planning and Zoning Commission utilizing the following criteria: Does Does Not Comply Comply A. Accessory structures may not be constructed or maintained from corrugated metal or corrugated metal -looking products. B. The roof of the accessory building must have a minimum pitch of 3:12. 411 C. Accessory structures 501 sq.ft. to 750 sq.ft. in size shall be compatible with the overall general architectural design of the primary residence, including facade and materials, colors and 7�_ trim, roofing materials and pitch. D. Accessory structures 751 sq.ft. to 1000 sq.ft. in size shall be of the same architectural design of the primary residence, including facade and materials, colors and trim, and roofing materials and pitch. Foundation plantings shall be required on all sides of the accessory structure excluding entranceways and doorways, as follows: 1 shrub for every 3 lineal feet and 24 inches in height at planting. Lineal dimension totals - 3 = Total Shrubs Required Review fee has been paid: YES NO Additional Considerations: The proposed color of the roof (Evergreen) does not match the brown roof on the house. The roof color should be adjusted. The garage trim (evergreen) will match the house trim, and the homeowner has noted they will add a matching star embellishment to the gable end. Based on the size of existing trees on the double lot, and the trees indicated to be saved, the property appears to have the required amount of trees. Number of trees will be verified during the final permit inspection. Prepared by Date 00'08 I I I �Zosi � h b ° .sn'bF °- ,S/ N 0 C'�Il N \ z. \ "e I R•� I* A W I^ ` ,1 I I /A Yn•i � 7�'. 1 1 r IN COLOR CHART P eEWL CITY E. 9POWN L- BLACK P. a AY t -I O 6g4Y SANDSTONE 9. eLUL STAN WHITE BARN REO PLEASE NOTE THAT COLORS MAY VARY DUE TO PRINTING PROCESS YI.W.E Rx R6 UNUY .YL. -- ) -/ -r-- - - w-auva . Danis a Kv covers • All Certified Triples and 40 Wides .Custom Buildings QUALITY, CUSTOMER SERVICE AND BEST PRICES! 'NEW COLORS AVAILABLE NC Division - GA Division - PA Division - IN Division -CARDINAL RED CLAY ItfUL BURGUNDY P. BEIGE E. BROWN BLACK s t i SANDSTONE WHITE Please note that all colors represent actual finish colors as accurate as possible. Color mayR BURGUNDY very P. GRAY Q. GRAY -IrO V'R��11 Cep L 0 C,5 -%r-,T- p i 6-t T- ��f SE TIAN HOME OF PELICAN ISLAND BUILDING DEPARTMENT 1225 MAIN STREET • SEBASTIAN, FLORIDA 32958 TELEPHONE: (772) 589-5537 • FAX (772) 589-2566 OWNE"UILDER PERMIT APPLICATION, ALL OF TcHEt FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135 PERMIT # l �- CT CI 11 'YC� I TRACKING # 19r'Z;r-, ® S' y DATE:nn j .+ l INDIAN RIVER COUNTY PARCEL ID # 3 1'iS L 7 Oo n o ZoL`I G1poo 0 3 , o RECEIVED BY: // L u^ Irzpt-Y +3 LOT: LBLOCK: SUBDIVISION: Sc bllsfit . HL MiD< Kt/NrFLOOD ZONE: .v n 3,11-19 TYPE OF WORK: JEW STRUCTURE ADDITION ALTERATION ❑ REPAIR aEMOLITION ❑ OTHER WORK INCLUDES: STRUCTURAL ELECTRICAL QPLUMBING MECHANICAL ROOFING - SLOPE: Z— L] POOL ❑ ALUMINUM STRUCTURE [] SHED�FENCE [SLAB OR DECK OTHER p WORK DESCRIPTION: ESTIMATED JOB VALUE: S c7 S 6 a TOTAL SIF % Zh JOB NAME: 6-14-&A G Cr JOB ADDRESS: ,11�-S 7 .5 L�RNc� S `% PROPERTY OWNER'S NAME: GHc7C-Y L St .OAwYo�/ ADDRESS: C -S-7 S "/a-✓er c T CITY/STATE: UNDER AIR PHONE: 7 7Z- % ZIP CODE 77 4 C- fi CONTRACTOR BUSINESS NAME: nl In1A r_ OuA.-T� LICENSE#: r QP j �rZ.. L ADDRESS: I r1 -t CONTACT PHONE: / kco t 7 b IYZ- L 7- CITY/STATE:1� c _yv !V_C ZIP CODE 2 �, 1 � CONTACT E-MARR.. AbDRE S: CGT ®C_r4A A LI N A G/FL�CY1 T C r ARCH(TECT/ENGINEER: T h>•U n A- R H O C G t! To t ADDRESS: t_ o, -sr- CITY/STATE: D trtsa,�,n C CONTACT E-MAIL ADDRESS: PRESENT USE: PROPOSED USE: PHONE: ZIP CODE: -3-2L7 i O OCCUPANT LOAD: NUMBER OF: TORIES QBAYS QUNITS E]BEDROOMS QIIEIGHT I -IN ool TYPE OF CONSTRUCTION: GROUP OCCUPANCY: AREA IS THE BUILDING PRESENTLY EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM? AYES [ IO BONDING COMPANY: PHONE: ADDRESS: CITY/STATE: MORTGAGE LENDER: PHONE: ADDRESS: CITY/STATE: FEE SIMPLE TITLE HOLDER: PHONE: ADDRESS: CITY/STATE: (APPLICATION IS HEREBY MADE TO OBTAIN A PERMIT TO DO THE WORK AND INSTALLATIONS AS INDICATED. I CERTIFY THAT NO WORK OR INSTALLATION HAS COMMENCED PRIOR TO THE ISSUANCE OF A PERMIT AND THAT ALL WORK WILL BE PERFORMED TO MEET THE STANDARDS OF ALL LAWS REGULATING CONSTRUCTION IN THIS JURISDICTION. I UNDERSTAND THAT A SEPARATE PERMIT MUST BE SECURED FOR ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS AND AIR CONDITIONERS, ETC. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. A CERTIFIED COPY OF THE RECORDED NOTICE OF COMMENCEMENT SIGNED BY THE OWNER, SHALL BE FILED WITH THE PERMITTING AUTHORITY IF THE VALUE IS $2,500 OR MORE, EXCEPT HEATING OR AIR CONDITIONING CHANGE OUTS LESS THAT $7,500. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. ANY CHANGE IN BUILDING PLANS OR SPECIFICATIONS MUST BE RECORDED WITH THIS OFFICE. ANY WORK NOT COVERED ABOVE MUST HAVE A VALID PERMIT PRIOR TO STARTING, IN CONSIDERATION OF GRANTS, THIS PERMIT, THE OWNER, AND THE BUILDING CONTRACTOR AGREE TO ERECT THIS STRUCTURE IN FULL COMPLIANCE WITH THE BUILDING AND ZONING CODES OF THE CITY OF SEBASTIAN. NOTE: THIS PERMIT APPLICATION IS VOID AFTER 180 DAYS UNLESS THE WORK, WHICH IT COVERS, HAS COMMENCED. ALL CONTRACTORS MUST HAVE A VALID STATE CERTIFICATION, STATE REGISTRATION, OR CO�UNTTY..COMPEETTENCY PLUS A COUNTY—WIDE LICENSE PRIOR TO OBTAINING PERMIT. AN OWNER ACTING AS THEIR OWN OWI R/AGENT SIGNATURE CONTRACTOR MUST PERSONNALLYAPIP R CA"ap—q / 4. , Tef�e6 &, INTED NAME OF OWNER/AGENT DATE: II I I AT THE BUILDING DEPARTMENT TO SIGN THE PERMIT APPLICATION. PER FS 489.103 •:• Individuals who sign as the owner's agent must first obtain legal power of attorney to sign on their behalf. STATE OF FLORIDA COUNTY OF I Jrgyeby cify4at on this_ �.• c,,.y l Cl �_ Type of�{dentification pr ced:� /q Official Signatu;Lf-of Ntary Public day of ! �" `� 20 9 personally appeared who is personally known to me or has produced identification. Notary Seal 54M