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HomeMy WebLinkAbout09052013PZ AgendaS�T�1V HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589 -5518 s FAX (772) 388 -8248 AGENDA PLANNING AND ZONING COMMISSION THURSDAY, SEPTEMBER 5, 2013 7 :00 P.M. 1. CALF TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS 5. APPROVAL OF MINUTES: Regular meeting of August 1, 2013 6. OLD BUSINESS 7. NEW BUSINESS: A. Quasi - Judicial Public Hearing - Site Plan - Buried Treasures Antiques 8& Collectibles - 1554 US Highway #1 - 3136 SP Detail Building and Site Improvements - CR (Commercial Riverfront) Zoning District B. Quasi - Judicial Public Hearing - Riverfront Overlay District Waiver - Buried Treasures Antiques & Collectibles - 1554 US Highway # 1 - Waiver Request from Overlay Landscaping Requirements - LDC Section 54-4 - 2 LA.7 C. review and Consideration of City Statement to Indian River County Regarding a Proposed 149' Monopole Communication Tower to be Located at 8920 86th Avenue - Adjacent to City Limits S. CHAIRMAN MATTERS 9. MEMBERS MATTERS 10. DIRECTOR MATTERS 11. ATTORNEY MATTERS 12. ADJOURNMENT ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE ON THE ABOVE MATTERS, WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS I5 MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH APPEAL I5 TO BE HEARD. SAID APPEAL MUST BE FILED WITH THE CITY CLERK'S OFFICE WITHIN TEN DAYS OF THE DATE OF ACTION. (286.0105 F.S.) IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS SPECIAL ACCOMMODATIONS FOR THE MEE'T'ING, SHOULD CONTACT THE CITY'S ADA COORDINATOR AT (772)- 589 -5330 AT LEAST 48 HOURS PRIOR TO THE MEETING, TWO OR MORE ELECTED OFFICLILS M.AY RE IN ATTENDANCE. CITY OF SEBASTIAN PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING AUGUST 1, 2013 C.. C � .. � Chairman Dodd called the meeting to order at TD0 P.M. W The pledge of allegiance was said by all_ d— E 0� ROLL CALL: PRESENT: Mr. Roth Mr. Dodd Nis. Kautenbur ( M Durr D a r, -1-+ Mr. Carter Mr. Paul (0) Mr. Reyes > > 5 EXCUSED: Mr. 'Dyer and Mr. Qizilbash (D Q CL C, _r. 4 {A ALSO PRESENT: Al Minner, City Manager Joe Griffin, Community Development Director Robert Ginsburg, City Attorney Jan King, Senior Planner /Secretary ANNOUNCEMENTS: Chmn, Dodd stated Mr. Qizilbash and Mr. Dyer were excused from the meeting, and Ms. Kautenburg(a) would be voting in stead. APPROVAL OF MINUTES: MOTION by Paul /Roth to accept the minutes of the July 11, 2013 meeting as submitted.. Motion was approved unanimously by voice vote. OLD BUSINESS: None NEW BUSINESS: A. RECOMMENDATION TO CITY COUNCIL — REVIEW OF CAPITAL IMPROVEMENT PROGRAM AND CAPITAL OUTLAY ITEMS GREATER THAN $50,000 — 6 YEAR SCHEDULE FY 201312014 THROUGH 201812019 Mr Al Minner, City Manager, gave an explanation of why the CIP came before the Commission, and then presented a power point overview (see attached) of the proposed capital improvement program which gave information on projects and the special revenues used to fund the projects. Mr. Reyes asked if last year's pump issue at the Stormwater Park had been resolved, and had St. Johns [River Water Management District] covered the costs. Mr. Minner responded the problems had been corrected at the city's expense, but it was a good project. The pumps that were installed with the project may have been oversized, but automatic switches have been added, and basically the agreement was for St. Johns to do the construction of the park and the City agreeing to cover maintenance. Mr. Reyes also asked if monies from Parks & Recreation could be moved into Stormwater to help with additional drainage projects. Mr. Minner stated no, that the ordinance for the recreational E' -, r C1 E 0 PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF MARCH 7, 2013 impact fees was very specific how and where the monies could be spent. Additional details or. the "tennis wall" were requested which Mr. Minner supplied. Ms. Kautenburrg noted the proposed mooring field project was changed to FY2015116. Mr. Minner responded that some money has been allocated in the FY 13113 new budget for initial site plans so discussions could begin with DEP, and the time he believed it would take to get that permit was reflected in the CIP tirneline- Mr. Roth had additional questions regarding the engineering review of the stormwater Park pumps, county or state funding help for the proposed Barber Street Realignment, the pipe slip lining process, the proposed new Community Center kitchen, and hangars at the airport. Mr. Minner gave information on each to answer his questions. Mr. Dodd asked if the proposed computer upgrades included the 911 system. Mr, Minner stated no, it was not needed at this time. Mr. Dodd also asked if there was a maintenance fund for the upkeep of the installed quarter -round pipes. The City Manager replied they are working on establishing a 1 to 2 man crew than would be responsible for weed- wacking and securing loose tiedowns within the completed areas. Mr. Paul questioned why past studies that were done for some of the upcoming projects couldn't be used again, or lust updated, instead of paying for all new studies. Mr. Minner stated he assumed Mr. Paul was referring to the stormwater study, the Barber Street Alignment information, and the Community needs analysis, to which he responded that the needs analysis didn't address a Community Center, the previous street alignment information was from Schuike, Kittle, & Stoddard, who would be approached to update the previous information, and earlier stormwater studies did not address the riverfront area. Mr. Paul had further questions on vehicles for Police units, and consistency with regards to project amounts shown on the current and future 5 -year CiP charts. Mr. Minner responded. Mr. Dodd reiterated what was stated in the LDC as to what the Commission's responsibility was with regards to reviewing the Clip_ Mr. Minner also reviewed the direction that the defunct Department of Community Affairs saw the local Commissions having in getting involved with the plan_ Mr. Reyes stated he noticed that after the swales were mowed the grass cuttings that were left would float, and then clog the culverts. Mr. Minner explained the problems and issues with a previous bid contractor who was not able to provide adequate services, and that the situation was being remedied. MOTION by PaullRoth to recommend to City Council the [proposed] CIP. ROLL CALL. Mr. Durr yes Mr. Paul yes Ms. Kautenburg(a) yes Mr. Reyes yes Mr. Roth yes Mr. Carter yes Mr. Dodd yes The vote was 7 -0. Motion passed. CHAIRMAN MATTERS: Chmn. Dodd told the Commissioners that Mr. Oyer is moving out of the area and would be resigning from his position, and that the City would soon be advertising for applicants to fill his seat. PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF MARCH 7, 2013 MEMBERS MATTERS. None DIRECTOR MATTERS: None ATTORNEY MATTERS: B. REVIEW AND DISCUSSION OF THE U.S. SUPREME COURT'S RULING ON KOONTZ V. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Mr. Ginsburg stated this case's decision was one of the topics discussed at the recent conference of the Florida Municipal Attorneys Association. This case, along with two other cases, Nollarr and Dolan, have been the only, or at least the most recent, United States Supreme Court land use cases heard. The attending attorneys at the conference had varied opinions as to what the case means. Some felt it was completely changing the way in which local government could deal with developers, and the process that planners, developers, and to an extent, the Commissioners, all go through for a land development order. They felt the process, though usually beneficial and resulting with a better project, should be halted to prevent liability, to just say nn. He further explained that there is still a lot of confusion on how to apply the findings, and then reviewed the history of the case through the courts, indicating, based on findings and reversals, that the courts also found the case confusing and problematic. Mr. Ginsburg stated the back -up material the Commissions were given was an analysis from a Law professor attempting to frame the discussion concerning the case. He quoted sentences from the conclusion on the second page that stated "Lawyers for land use boards will be extraordinarily cautious about authorizing discussions about project modifications that will be more beneficial to the community. The twin prospects here are that more projects may be simply turned down or inferior projects approved," and stated he brought this to the Commissions attention since they often involve discussions about modifications [conditions of approval] as part of their review process. A lot of time the developer willingly agrees with the modifications, but the problem begins if they don't agree and if their failure to agree means you say no [don't grant approval]. He concluded that he had great respect for each Commissioner because they took their individual time to work on city issues for the benefit of the city as a whole. Each wants the projects reviewed to be the best it can be. He stated he would continue to give the Commission "breathing room" to carry out the functions each has undertaken on behalf for the city, and stated as long as the conditions [of approvals] and discussions were on the projects themselves and the impact they have were for immediate surrounding people and properties, he foresaw no problems. There would be issues if the Commission demanded cash contributions for items miles away [land banks and/or other projects] or non -cash contributions [construction] for other non- vicinity locations, as in the situation of the case. He opined that if the Commission is reasonable with regards to an application and can show a "rational nexus" of its requests, it'll be OK. Mr. Dodd asked if there should be a review to determine whether anything should be done to protect the city's [development) standards. Mr. Ginsburg stated yes. Mr. Reyes noted that he was familiar with the case as there was an article in American ,purveyor and a lot of discussion in the surveying community. He had a map of the property involved with the case, which was put on the overhead projector, and it showed the wetland and upland areas involved with the conditions imposed by St. Johns. A small discussion of "wetland banks" ensued. Chairman Dodd adjourned the meeting at 8:36 p.m. (db) 3 LR OF SEBASn% HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT Site Plan Review Staff Report 1. Project Name: Buried Treasures Antiques and Collectibles 2. Requested Action: Approval of a site plan consisting of a 2956 SF retail building along with required parking, stormwater, and landscaping. 3. Project Location a. Address: 1554 U.S. 1 b. Legal: Lot 5, Block 2, less the south 5 feet, and less highway right -of -way, Middleton's Subdivision of City of Sebastian. according to the plat thereof, as recorded in Plat Brook 2, Page 56, of the public records of Indian River County, Florida. C. Indian River County Parcel Number: 31- 39- 08- 00001 - 0020 - 00005.0 4. Project Owner: Renee Powell Buried Treasures Antiques and Collectibles LLC 1545 U.S. Highway 1 Sebastian, FL 32958 (772) 388 -6512 cell (772) 532 -1409 5. Project Agent: Mr Todd Howder, MBV Engineering 6. Project Engineer: Mr, Aaron Bowles, P.F. MBV Engineering, Inc. 1835 20 "' Street Vero Beach, FL 32960 (772) 569 -0035 7. Project Surveyor: Mr. Steve Cartechine Indian River Survey, Inc. 1835 20 "' Street Bern Beach. FL 32960 (772) 569 -7880 1 8. Project Description a. Narrative of proposed action: Ms. Renee Powell has made application for site plan approval for a retail building to be located at 1554 U.S. 1 (immediately north of Professional Title and east of her business, Buried Treasures Antiques and Collectibles. The project consists of a two -story retail building together with associated parking, water and sewer service, drainage and landscaping. Access to the site will be via U.S. 1. Water and wastewater service to the site is accomplished via connection to Indian River County Utilities by way of a utility easement on the city -owned Fisherman's Landing property. b. Current Zoning and Land Use: Land Use: RMU (Riverfront Mixed Use) Zoning: CWR (Commercial Waterfront Residential) c. Adjacent Properties d. Site Characteristics (1) Project Area: (2) Current Land Use(s): (3) Soil: (4) Zoning Current Land Use Future sand Use (6) Water Service; (7) Sanitary Sewer Service North CWR vacant building RMU East CWR parking for Fisherman's Landin RMU South CWR Professional Title RMU West CR retail building and offices RMU d. Site Characteristics (1) Project Area: (2) Current Land Use(s): (3) Soil: (4) Vegetation: (5) Flood Hazard: (6) Water Service; (7) Sanitary Sewer Service VA .32 acres vacant Immokalee, fine sand Pomello sand Grasses, some oak and palm trees Zone X Indian River County Utilities Indian River County Utilities 3 18) Parks: Main Street - .3 mites {9) Police: Sebastian -.4 miles Front (10) Fire: Roseland — 1.5 miles 9. Comprehensive Plan Consistency V a. Future Land Use: consistent b. Traffic Circulation: consistent C. Housing: nla d. Public Facilities: consistent e. Coastal Management: nla f. Conservation: consistent g. Recreation and Open Space: consistent 19. Contents of Site Plan: a. lot configuration: Provided. b. finished ground floor elevation: 19.6' C. contours and designated number of dwelling units: 0 d. square footage of project area: 14,042 SF e. building coverage, 2,955 SF = 21.1 %m (30% maximum) f. square footage of impervious areas and open area: impervious 7,401 SF = 52.7 %a (80% maximum) open 6,503 SF = 46.3% (25% minimum) g. setbacks: 3 Required Proposed Front 0' 70.7' Side North V 6' Side South 5' 8.$' Rear 10, 37.5' 3 h. scaled drawings of the sides, front and rear of the building or structure: Provided. i. generalized floor plan indicating uses and square footage of each proposed use within each building or structure: Provided. j. Building exterior construction materials and color: Provided. k. building height: 33.6' (maximum 35') I. location and character of all outside facilities for waste disposal, storage areas, or display: Provided. 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 each 150 SF of retail floor area: 2,367 5F - 150 = 15.78 spaces Parking Required: 16 spaces Parking Provided: 12 spaces Additional 4 spaces to be provided using the "Parking In Lieu of Program whereby applicant will pay $3,200 per space ($12,800 total) for a waiver from the on -site parking requirements, Said money will be placed in the Riverfront Parking Trust Fund and used by the city to develop and maintain public parking in the Community Redevelopment Area east of the FEC railroad_ o. details of off- street parking and loading areas (including requirements of Article XV): Provided. P. all off - street vehicular surfaces available for maneuvering: Provided q. surface materials: Provided. r, number of employees: 3 - 4 S. type of vehicles owned by the establishment: 0 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. v. location, size, character, and height or orientation of all signs: Provided. 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. Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: Provided. aa. location of existing easements and right -of -way: Provided. bb. land survey with complete legal description prepared and certified by a registered surveyor: Provided. cc. Verified statement showing each and every individual person having a legal andlor 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. C. commercial and industrial activities conducted in enclosed buildings: Yes d. exterior lighting: To he provided 13. Access, internal circulation, off - street parking and other traffic impacts; a. internal circulation system design and accessiegress considerations: Provided. b. separation of vehicular and pedestrian areas: Provided. 14. Traffic impacts: A traffic impact statement has been provided. No additional traffic impact analysis is required- y 15. 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. e. 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 proposes! structures* Provided. f. Location and size of any existing or proposed site features, such as earthen mounds, swales, walls and water areas: Provided. 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, Location of sprinkler heads, hose bibs, or quick cupplers and other information on irrigation: All landscaping will be irrigated by an automatic irrigation system. 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. However, staff is working with the landscape architect to correct errors in the foundation planting calculations that will change the number of canopy trees, understory trees, and shrubs required. Overall "required" landscaping will then be compared to "provided" landscaping, clarifying the landscape waive- being requested. k. Location of required landscape areas and dimensions: Provided. Location, name, height and size of all existing plant material to be retained: Provided 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. Additional Landscape considerations: Per Section 54- 4- 18.4(f)(3) of the Land Development Code, the Planning and Zoning Commission shall give conceptual approval of the landscape plan and the Planning and GrovAh Management Director shall give final approval of the plan. 16. Required screening of abutting residential and nonresidential uses.' Provided. 17. Road prone land and wetland preservation: n/a 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. Additional considerations: The following agencies /staff have reviewed the site plan. Unless otherwise noted. all comments have been addressed. Indian Diver County Utilities Department Indian River County Fire Department Environmental Wealth St. Johns River Water Management District Indian River County Traffic Engineering Sebastian Police Department Sebastian Building Director Frank Watanabe, Sebastian Consulting Engineer 23. Staff Conclusion: The proposed site plan is consistent with the Comprehensive Plan and the Land Development Code. The landscape plan will require a waiver. 24. Recommendation: Hold public hearing regarding the proposed site plan and landscape waiver. 7 Staff recommends approval of the Buried Treasures site plan, with the following conditions Payment of "Parking in Lieu of" fees in the amount of $12,000 for on -site parking waiver of 4 spaces. 2. Lighting for parking area to be provided: 3, Consideration of landscape waiver- 'PREPARED BY - DATE or CFEASTMN HOME OF PEUCAN ISLAND City of Sebastian Development Order Application Permit Application No- A_ppLlqknt If not owner written authoriaatl4n (notarized) from owner is re aired Name: Ms. Renee Powell - Buried Treasures Antiques & Collectibles, LLC Address: 1545 US Hwy. 1; Sebastian, FL 32958 - Plane Number: ( 372 ) 388 ` 6512 FAX Number: ( ) - E -Mail sebastianhuriedtreasures @gnnail.com Owner If different from applicant) - Name: Same as Applicant Address-- P one Number ) - FAX plumber; � } - E -Mail: permit or action requested. Site plan PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERM) OR ACTION THAT YOU ARE REQUESTING, COPIES OF ALL MAPS, SLRVeYS, DRAWINM, ETC. SHALL SE ATTACHED AND 8 -112" BY 11' COPIES OF ANY ATTACHMENTS SMALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMA11ON FORM. A. Project Name (if applicable): Buried Treasures G. Detaltw description of proposed aofivity and purpose of the requested permit or action lattach extra sheets I( -!1&q rssary]: Construct a 2,320 SF antique store with the required parking, stormwater and utility improvements. DATE RECEIVED: 41 121 1 -- FEE PAID. f ) -0 C) RECEIVED BY: cf -# 1QZ-7 RECEIVED APR 12 2013 City of 9ebastlAn Community Development Dept. Per viii Appliciml or No The following Is raqulred for all Comprehensive plan amendments, zoning amendments (including rezoning), site plans, conditional use permits, special use permits, variances, excopti€ m, end appeals. IME. X THE OWNER(S) I ` THE LEGAL nPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED VyHIcH IS THE SUBJECT OF THIS APPLICATION, HEAPI3Y AUTHORIZE EACH AND EVERY MEMBER OF THE Planning &; Zoning BOARDICOMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY ANI3 V1E;Vu THE PROPERTY IN CONNECTION WITH MYILIUR PENDING APPLICATION- ME HEREBY WAIVE ANY OBJECTION OR DLF9NSE IJVIIE MAY HAVE, DUE TO THE QUASI - JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD ICOMMISSI(N MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR .ASSERTION THAT MY10UR PROOEDURAL OR SUBSTANTIVE DUE PROCESS RIC;HT8 UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS 'BEING SIGNED BY ME!U5 VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIEI >, OR P ISES MADE, BY ANY AAPLO NT, CONTRAC -rOR OR OFFICIAL OF CITY OF SEBASTIAN S "TURF UTE Sworn to and subscribed before me by who is Qe ally_Esr awn -to-ma o prod ed as identification, this day of 20j- Notary's Signature f Printed Name of Notary ' ;; " "A JFSSICAHAWKINS Commission No,lExpiration =* r MY COMMISSION # EE 003307 Seal.', E}IPIRES:Oclgber22,20a4 ' rRf a Bonded Thru Nplary PaNic Undewiters APPLICATION FEES ARE ESTABLISHED BY RESOLUTION OF CITY COUNCIL. ADDITIONAL FEE=S FOR THE CITY'S CONSULTING ENGINEER REVIEW (WHEN REQUIRED) WILL BE THE RESP+' NSI131LITY OF THE APPLICANT. k W/,* �. A 0VVLE'DGMI=r4 T DATE 1 Permit ApplicaEaon No. D. Project Personnel: Agent: NIA Name: - — Address Phone Number: ( } - FAX Number, � j - E -Mail: _ Attorney: NIA Name. Address Phone Number; FAX Number: ( } - - E -Mall: Engineer: MBV Engineering, Inc. Name: Mr. Todd Lowder, E.I. Address 1835 20th Street; Vera Beach, FL 32.960 Phone Number.- ( 772 ) 569 - 0033 FAX Number: 772 a 778 _ 3617 E -Mail: toddh@mbveng.com Serve car: Indian River Survey, Inc. Name: Mr. Steve Cartechine, LS Address 1835 20th Street; Vero Beach, FL 32960 Phune Number: ( 772 ) 569 - 7884 FAX Number. ( 772 ? 778 - 3617 E -Maii: stevec@indiarriversurvey.com I, Renee Powell , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: X I AM THE OWNER _ )AM THE LE L RE REST= NTATIVE OF THE OWNER DF THE PROPERTY DESeCRIBED WHICH IS THE StJBJEOT MATTER OF THIS APPLI 'ON, AND THAT THE! F MATION, MAPS, DATA AN01OR SKETCHES 70, V IDED IN THIS APPLICATION ARE ACC TE AND RUE E EST Y KNOWLEDGE AND BELIEF, S N 7 RE DATE SWORN TOAND SUBSCRIBED BEFORE ME BY ' eaee 7kt& // WHO IS P�f�AR.t� KNOkYN TO ME OR PRODUCED AS IDENTIFICATION, THIS ��7 RAY OF NOTARY'S SRGNATURE PRINTED NAME OP NOTARY C!MMISsm N01,1EXPIRATKON C SEAL. v, Py�s: JESSIO,A HAWKINS MY COMMISSION R EE 0=07 • g. EXPIRES: October 22, 2014 7{f '' hnded Tnru Notary Public UndawUrs an a ` Supplemental Information Site Plan! Approval X 1. Site size in acres or square feat: 0.32 acres (14,042 SF) X 2. Area of impervious surface in square feet: 7,581 SF F% 3 Area of pervious surface in square feet: A 4. Attach the following. 6,461 SP f ermil Application No- X a- TWELVE complete sets of site plan with lot configuration, finished ground floor elevations, contours and designated number of dwelling urits, and setbacks to scale ndicating compliance with regulations. (Two sets must be sealed.) x b. A sealed drawing of the sides, front and rear of the building or structure, generalized floor plan indicating uses and square footage of each proposea use within each building or structure, building exterior construction material and color, and building ddgeline height. X c A surface -water drainage facilities plan certified by an engineer or architect registered in the State of Florida (3 SETS) X d. TWELVE copies of land survey with ccrnplete legal description prepared and certified by a registered surveyor, tL/ik e. A traffic impact analysis, if required (3 SETS) X f. An eras ionlseclimentation control plan (3 SETS). g, A copy of the landscape plan to meet the requirements of Article XIV, Tree Protection and Landscaping, or Article XXI Perforrriance Overlay Districts, as stated in the Land Development Cade, X h. A verified statement showing each and every individual person having a legal and/cr equitable ownership interest in the SUbject property except publicly held corporations whose stock is traded on a nationally recognized stock exchange, in which case the name and address of the corporation and principal execk,tive officers will be sufficient. Pcrmt Applicetion No , X 5. The following information is required on all site plans: X a. Locate on the site plan and describe the character of all outside facilities for waste disposa% storage areas, or display. X b. Locate on the site plan and show the dimensions of all curb cuts and driveways, including the number of spaces with their location and dimension, details of off - street parking and loading areas, all off-street vehicular surfaces available for maneuvering, surfana materials, number of employees and number and type of vehicles awned by the establishment. Any combined off - street {parking facilities shall oe submitted with an agreement specifying the nature of the arrangement, Its anticipated duration, and signatures of all concerned property owners. X c. Locate on the site plan all pedestrian walks, and height or orientation of all Signs. x d. Locate on the site plan and describe the character of landscaped areas andfor recreation areas. e, Locate on the site ;plan and describe the design and character of all public, semi- public, or private utilities such as water and wastewater disposal facilities, underground or overhead electric lines, gas transmission lines, or ether similar facilities or services- f. Locate on the site plan and describe the height and general character of perimeter or ornamental walls, fences, landscaping, including germs and other required screening devices, and any other plans for protecting adjacent property owners. x g. Locate on the site plan existing easements and rights- cf -way- LM of HOME OF PELICAN ISLAND Community Development Department Waiver Request- Staff Report 1. Project Name: Buried Treasures Antiques and Collectibles 2. Requested Action: Waiver requested from Section 54- 4- 21.A.7 of the Sebastian Land Development Code, Riverfront District Landscape Code, to allow a reduction to the total. number of canopy trees, understory trees, and shrubs. 3, Project Location a. Address: 1554 U.S. 1 b. Legal: Lot 5, Black 2, less the south 5 feet, and less highway right -of- -way, N iddleton's Subdivision of City of Sebastian, according to the plat thereof, as recorded in Plat Book 2, Page 56, of the public records of Indian. River County, Florida. 4. Project Owner: Renee Powell Buried Treasures Antiques and Collectibles Ll_LC 1545 U.S. Highway 1 Sebastian, Florida 32958 5. Landscape Engineer: Scott Beckert Tropical Property Management (772)562 -1 800 6. Project Description: a. Narrative of proposed action: Renee Powell is requesting a waiver from the Riverfront District Landscape Code, proposing a reduction to the quantity of the canopy trees, understory trees and shrubs. la. Current Zoning: CWR (Commercial Waterfront Residential) 7. S. C. d, Adjacent Properties: Site Characteristics (1) Total Acreage: (2) Current land Use(s): (3) Water Service: (4) Sanitary Sewer Service: Staff Comments: .32 acres vacant Indian River County Utilities Indian River County Utilities The original landscape ,plan has been provided in the site plan packet. Staff has been working with the landscape architect to correct errors its the foundation planting calculations that will change the number of canopy trees, understory trees, and shrubs required. Overall "required" landscaping will then be compared to "provided" landscaping, clarifying the landscape waiver being requested. A revised landscape plan will be provided at the public hearing that will summarize the exact quantity reduction. Board Criteria for Determining' Waiver's (Section 544- 21.6): "As part of an application for development, a request may be made for a waiver of any of the provisions of this article (Article XXI. Performance Overlay Districts). The request shall be heard by the planning and zoning commission in determining if any such provision be waived, modified or applied as written. The planning and zoning commission shall hold a quasi-judicial hearing on the requested waiver. The criterion for granting a waiver or modification of any of the provisions of this article is whether the strict interpretation of the requirements of this article places an inordinate burden on the property owner as defined by Florida Statutes. The waiver procedure herein is the exclusive remedy to the application of the provisions of this article and is to be utilized in lieu of an applications for a variance." 2 Zoni Current ]Land Use Future Land Use North CWR vacant building RMU East CWR parking for Fisherman's Landing RMU South CWR Professional Title RMU West CR retail building and offices RMU Site Characteristics (1) Total Acreage: (2) Current land Use(s): (3) Water Service: (4) Sanitary Sewer Service: Staff Comments: .32 acres vacant Indian River County Utilities Indian River County Utilities The original landscape ,plan has been provided in the site plan packet. Staff has been working with the landscape architect to correct errors its the foundation planting calculations that will change the number of canopy trees, understory trees, and shrubs required. Overall "required" landscaping will then be compared to "provided" landscaping, clarifying the landscape waiver being requested. A revised landscape plan will be provided at the public hearing that will summarize the exact quantity reduction. Board Criteria for Determining' Waiver's (Section 544- 21.6): "As part of an application for development, a request may be made for a waiver of any of the provisions of this article (Article XXI. Performance Overlay Districts). The request shall be heard by the planning and zoning commission in determining if any such provision be waived, modified or applied as written. The planning and zoning commission shall hold a quasi-judicial hearing on the requested waiver. The criterion for granting a waiver or modification of any of the provisions of this article is whether the strict interpretation of the requirements of this article places an inordinate burden on the property owner as defined by Florida Statutes. The waiver procedure herein is the exclusive remedy to the application of the provisions of this article and is to be utilized in lieu of an applications for a variance." 2 9. Staff Recommendation: The Planning and Zoning Commission must consider the requested waiver according to the criteria for determining waivers noted above. r ared by a n Kjng - Date Permit Application No. � S1 City of Sebastian Develoament Order Anniication Applicant if not owner, written notarized from owner is re uired authorization Name: �EE i ►.Jw.i Yi { LekAgr Address: l s q l.'t,, W A-577A &), FL 2_q Phone Number: (-n2 ) jS�_ f r 9 FAX Number. ( _nj_.) Owner if different from a licant Name: Address: Phone Number: ( ) - FAX Number: E -Mail: Title of permit or action requested: wGiuleV, 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 $ -112" BY 11" COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. A. Project Name (if applicable): p B. Site Information Address: Lot: Block: Unit: Subdivision: Indian river County Parcel #: Zoning Classification: Future Land Use: Existing Use: Proposed Use; C. detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessary): aJ� r� rat � � l� y � �t � ►`�-�- � � *�d,5 �a >`r RATE RECEIVER: _i I� FEE PAIR: $ RECEIVED BY: Permit Application No. D. Project Personnel: . Agent, Name: Address Phone Number: ( } - FAX Number. ( ) - E -Mail: Attorney: Name: Address Phone Number: ( - FAX Number; E -Mail: Engineer: Name: Address Phone Number: ) - FAX Number: ) - E -Mail: Surveyor: Name: Address Phone Number: ( ) - FAX Number: ( ) - E -Mail: 1, tO(� &d 61 , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: _ 1 AM THE OWNER _ AM THE AL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLI ON, AND THAT AL NE I ATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACC TE AND TRUEtTO Ydf S F MM KNQWLEIDGE AND BELIEF, NATURE SWORN TO AND SUBSCRIBED BEFORE ME 13Y WHO IS PERSONALLY KNOWN TO ME OR PRODUCED AS IDENTIFICATION, THIS DAY OF NOTARY'S SIGNATURE PRINTED NAME OF NOTARY COMMISSION No.IEXP {RATION SEAL: 20 '742 //_5 DAT Permit Application No. The following is required for all comprehensive plan amendments, zoning amendments (including rezoning), site plans, conditional use permits, special use permits, variances, exceptions, and appeals, IfVIlI<, _ THE OWNER(S) / _ THE LEGAL REPRESENTATIVE OF THE OWNi=R(S) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE BOARD /COMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW Ti PROPERTY IN CONNECTION WITH MY /OUR PENDING APPLICATION_ I/WE HEREBY WAIVE ANY OBJECTION OR DEFENSE I /WE MAY HAVE, DUE TO THE QUASI- JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARDICOMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY /OUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS BEING SIGNED BY ME /US VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, OR PROMISES MADE, BY ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN. SIGNATURE Sworn to and subscribed before me by who is personally known to me or produced as identification, this ray of -.20 Notary's Signature Printed Name of Notary Commission No. /Expiration Beal: DATE APPLICATION FEES ARE ESTASLISHED BY RESOLUTION OF CITY COUNCIL. ADDITIONAL FEES FOR THE CITY'S CONSULTING ENGINEER REVIEW (WHEN REQUIRED) WILL BE THE RESPONSIBILITY OF THE APRA.ICANT. L13 ACKNOWLEDG EN aA L-HOURS BEFORE DIGGING NE81 B M MNE811.Q]N BUR /ED TREASURES ANTIQUESANDCOLLECTIBLES CITY OF SEBASTIAN, FLORIDA I i:- PaacT ' \ k - �m F. F�.eloa o \ \ xvem,wy II C�Ke WI FOe tr1� Mawst VICINITY MAP " OWNER RENEE POWELL 1545 US HIGHWAY 1 SOUTH SEBASTIAN, FL 32958 PHONE: (772)388 -6512 ENGINEER MBV 1835 20TH STREET - � VERO BEACH, FL 32960 PH.- (772) 569 -0035 FX. (772) 778 -3617 ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES MELBOURNE, FL – PH 321) 253 -1510 CONSULTING ENGINEERING CA #3728 - FT. PIERCE, FL – PH 772) 468 -9055 SURVEYOR INDIAN RIVER SURVEY, INC. 1835 - 20TH STREET VERO BEACH, FLORIDA 32960 PHONE (772)569 -7880 INDEX OF DRAWINGS Cl COVER SHEET C2 EXISTING CONDITIONS AND DEMOLITION PLAN C3 SITE PLAN C4 PAVING, GRADING, DRAINAGE AND EROSION CONTROL PLAN C5 UTILITY PLAN C6 GENERAL NOTES AND DETAILS C7 EROSION CONTROL DETAILS C8 WATER DETAILS C9 SEWER DETAILS C10 LIFT STATION DETAILS CH FDOT CONNECTION DETAIL AND MOT PLANS Ra � x�� Maorcrws sv�wsw L x Lor 4 PAW C BLOCK 2 _ 'I 7-C 01.05 S ERISIRNG STAMPED ASPHALT AREA TO r< P Pµ \^r2• Pu,tr U1 �^ \ - /. BE REMOVED NA yyy y \\ \ V m s y�j 1' MIWNG AND REPLACED WITH - Nz1' SP 1s CONSTRUCTI E SIE2T SEE ON ) \ VOCANAC AND *m \ o \\ \ DETAI SHEET C7 ;N \ O• Lor a z SEE IANDSOAPC; PLAN En g L THE S rN 5.00 BEET 38 E105� -T}, C 1pTHERB FOR EXISTING TREE \ \ R" Tb BE REMOVED D OR REIAAN J� J *y� \ b \ 9 BE \ / SEE FDOT FOR V PLAN a q� \ /\ ra•. I \ \ \\ �SIIN WELL \ �o\ REMAIN \i3 O \ OSi7NG \<° tP C , ,. �i"ra• v�+ \9�+�Mawcxr� \ ` G TO (r STPoPI Rf?AO \1 Visas \ x 1 _ _ it &T- dTzN ,� , s0 S.bB' oF�LOr s � - n -.. - NOT INCLUDED zm - HW - r o mow' F CONTRACTOR 7D INSTALL CONSTRUCTION 00 SIGNAGE PER LATEST FOOT INOFJf - 4p 600 FOR TRUCKS ERTERING/EXITNG SITE �R. LOT 6 BLOCK 2 � o ,U 48 HOURS BEFORE DIGGING cuL rou FREE 0 KNOW NMIBELOW � SUNSNINFBfi.COM M EXISTING CONDITIONS AND. DEMOLITION PLAN SCALE : 1' = 20' NO EXISTING CONCRETE TO BE REMOVED EXISnNG OAK ' . EXISTING PALM EXISnNG STAMPED AREA TO BE REMOVED VIA 1' MIWNG AND REPLACED WITH 1' SP 12.5 LOT BLOCK 2 b S GRAPHIC SCALE ( IN FM) 1 i-I. = 20 R PORTION OF EX. CONCRETE SIDEWALK TO BE REMOVED SEE C5 grx ruvrrxvx � P.c rEVCr - -� r 9o-e _ iamTsl M9 0; +\ H O d LOT 2 BLOCK 2 LOT 3 BLOCK 2 \ 16 EXISTING FH . SURVEYOR'S NOTES 1. THIS SURVEY DOES NOT DETERMINE OR INDICATE LAND OWNERSHIP. 2 THE SURVEYOR DID NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHTS -OF -WAY, EASEMENTS, RESERVATIONS DEED RESTRICTIONS, ZONING REGULATIONS, SETBACKS, LAND USE PLAN DESIGNATIONS, ADJOINING DEEDS. UENS. MURPHY ACT RIGHTS -OF -WAY, AREAS OF LOCAL CONCERN, OR OTHER SIMILAR JURISDICTIONAL DETERMINATIONS. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF INFORMATION PROVIDED BY THE CLIENT OR INFORMATION OTHERWISE KNOWN TO THE SURVEYOR AND MAY NOT BE COMPLETE. 3. UNDERGROUND UTILITIES. BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE INDICATED. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT 15 SHOWN SOLELY ON THE BAW OF SURFACE INDICATONS OBSERVED BY THE SURVEYOR AND MAY NOT BE COMPLETE ALL UNDERGROUND IJTILITES MUST BE FIELD VERIFIED PRIOR TO EXCAVATON OR CONSTRUCTON. 4. JURISDICTIONAL WETLAND AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCATED. 5. THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DATE. 6. THIS SITE UES WITHIN FLOOD ZONE 'X' PER FLOOD INSURANCE RATE MAP 12WIM103H. DATED DECEMBER 4, 2012. 7. BEARINGS BASED ON THE ASSUMPTION THAT THE NORTH LINE OF MIDDLETON'S SUBDIVISION BEARS N 90'00'00' E B. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 REFERENCING INDIAN RIVER COUNTY BENCH MARK 'BM003018' AT AN ELEVATION OF 6 -72 NAVD88. 9. TO CONVERT ELEVATIONS TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 PER INDIAN RIVER COUNTY BENCHMARK BOOK USE A FACTOR OF +1.42 M N S U o WN;ro �a h ii K�C) J NIL W 03 3: OQNN h LLG IV m .h...h.. Lo 0 coo WdLL oa '' N� �an Z° O -r¢V �zq,U Lu z Wsi z W W [) Z =Ium5, ■ < N Z W :° ❑ Z Q U) ZQ Z .__t O 0- ~' Z Z 0- 00 Z W (n ❑ W K � O w LL 0 C Z) ¢ J m of WU F- d w �Q� CO o m � U AARON J. BOWLE -FL P.E./55312 DAA)G 2 9 2013 SHEEF C2 OF 11 13-107 48 HOURS BEFORE DIGGING - - Cw ROLL FREE o ,chow "T's B20W - - - � SlWI6HNlEB/1.COM - - SITE INFORMATION - OWNER /APPLICANT _ - -- z S AND \ RENEE POWELL . -- FENCING \\ 1545 US HIGHWAY 1 SOUTH _ as \ \ SEBASTIAN, FL 32958 - SURVEYOR _ GITE ADDRESS \ INDIAN RIVER SURVEY, INC 1554 US HIGHWAY 1. SOUTH ¢ ,- \ 1835 20TH STREET . VERO BEACH. R 32960 SEBASTIAN, FL 32958 p Z \ U LAND USE _ ZONING. Z \ RIVE F RONT MIXED USE. TAX PARCEL ID- NUMBER(S).- 31 -39 -06- 00001- 0020- 60005.0 _ _ O O \ - IX19T1NG BITE DATA SIZE AREA -- 14,042 SF 0.32 At - 100.0 R < g g ' \ PA 0 BUILDING AREA 0 SF 0.00 M 0.0 x YEMENI AREA - SF 0.00 -A 00 x - TOTAL IMPERIOUS AREA - -0 SF 0.00 At 0.0 x m Y z TOTAL OPEN AREA 14.042 SF 0.32 As '� 100A x PROPOSED BITE "DATA - ❑ ❑ ❑ _ ll _ - SITE AREA 2,320 sF _ o:3z Ac 100 0 x O _ FRIIDING RE4 - 2,320 SF - O.OS Ac 76.9 R - DRY - - " 3- _ \ \ \ \- - - FROM ROOFED PORCH AREA _ 540 SF 0.01 96 SIF POND _ \' \ \ - REAR PORCH BUII.DHNGARFA - _ 2.956 6F .' 0.06 Ac = 21 x" "W N M r PAVEMENT AREA '4,445 SF 0.10 "Ae J O M \ \ _ TOTAL US. IMPERVIOUS AREA 7,407 SF 0.17 Ac = 527X (. LL 1 vv PERVIOUS AREA - 8,841 SF -" 0.75 Ac. - � 47.3 R. N 07 O \ :c a s \ \ BUILOINO DATA U : EQUIRED/ALLOWEO -. PROPOSED 0<1 h _'\ .\ FUSOftR00R RATIO SF 50 R - 21.5 R - I m vv' _ WOOD DECK 10 pi 2ND FLOOR '699 SF _ - - w \ MAXIMUM BUILDING COVERAGE 30 x 21.1 x - co Q = X z V (1) 7' RISER MINIMUM BLOC SETBACK � - 2a FEET 707 FEET OD W a LL o TO DECK - _\ SIDE BLDG SET13ACK 5 FEET. R & 6.8 FEET '� W REM BLDG SETBACK 10 FEET 37.5 FEET "% BUILDING FE HEIGHT -35 FEET 33.6 FEET (TOP CUPOLA) \ MINIMUM OPEN SPACf: SE AREA (BNIDINC, PARKING, DRIVE NSES do IN OVERHANG) 14,042 SF - 2.956 SF -. 4,44,5 SF -. 138 SF < n 6,503 Z O £\ \ PARKING DATA . ' ^ ¢ v PARKING REQUIRED FOR RETAIL USE V yy = 1 - SPACES/ 150 SF (RETAIL) - O \> =2,367 SF (RETAIL AREA ACCESSIBLE TO PUBLIC) /150 - 16 SPACES ¢ Z -TOTAL REQUIRED = 16 SPACES PARKING PROVIDED - 12 SPACES (1 HANDICAP, B STANDARD, 3 COMPACT) I.11 - - - - - - -OWNER WILL PURCHASE (4) OFFSITE PARKING TO MITIGATE DEFICIT OF _ - ON -SITE PARKING SPACES. - - W > Z - - - CONSTRUCTION SCHEDULE - Z w W - - - - - START CONSTRUCTION SEPTEMBER 2013 Z - - END CONSTRUCTION. - ' - MARCH 2014 _, O z . - - PERMffS REOLARED _ ■ m a1^ - - CITY OF SEBASTIAN - - - - HE PLAN PERMIT . - V CRY o SEBASTIAN TREE EM PERMIT W GENERAL NOTE R of SEBASTIAN LAND CLEARING PERMIT I RCU D z PERMIT - - 7. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE FDEP POTABLE WA ERRPR" "CONDITIONS BEFORE STARTING CONSTRUCTION. - FDEP POTABLE WATER I - - - - - FOOT DRNEWAY CONNECTION PERMIT. _ 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE FOOT DRAINAGE PERMIT _ ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK FLOOD ZONE 3. CONTRACTOR SHALL-OBTAIN ALL REQUIRED PERMITS BEFORE THE SUBJECT PROPERTY IS LOCATED IN ROOD ZONE 'X' _ - - COMMENCING WORK.. - - PER F.I.R.M. PANEL No. 12061C 0103 H, BATED- DECEMBER -4, 2012 - 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING SANITARY SEWER SOURCE - Z - _ - UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED CONNECT TO INDIAN RIVER COUNTY SEWER FORCE MAIN UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION - - - OPERATIONS. - POTABLE WATER SOURCE - 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE - CONNECT TO INDIAN RIVER COUNTY WATER WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. - - LEGAL DESCRIPTION W _ 6. ENGINEER SHALL BE NOTIFIED AT LEST 48 HOURS IN ADVANCE FOR A PORTION OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1369, ANY INSPECTION. _ - PAGE 1264, INDIAN RIVER COUNTY, FLORIDA PUBLC RECORDS T) - - 7. MINIMUM COVER OF ALL UTRIPES STW1 BE 36' UNLESS STATED LOT 5, BLOCK 2, LESS THE SOUTH 5 FEET, AND LESS HIGHWAY OTHERWISE - - RIGHT OF WAY, MIDDLETON'S .SUBDIVISION OF CITY OF SEBASTIAN. GRAPHIC SCALE ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, - 8. ALL DISTURBED MEAS SHALL BE RESTORED TO ORIGINAL CONDITION PAGE H. OF THE PURUC RECORDS OF INDIAN RIVER COUNTY; p 5 UNLESS NOTED OTHERWISE - FLORIDA. 9. SOD ALL DISTURBED ARIAS UPON COMPLETION.- - ENVIRONMENTAL STATEMENT - - ( IN FEES') 10. CONTRACTOR SHALL BE THOROUGHLY' FAMILIAR WITH THE PROJECT, NTEH PROPOSED STORM PROJECT TER -AND CONSTRUCT UTY INFRASTRUCTURE. EB THEIRS - - THESE PLANS AND SPECIFICATIONS, AND Al LOCAL. STATE AND - 1 inch = 10 ti - PARCEL IS VACANT AND THERE ARE NO SPECIES. FEDERAL AGENCY REQUIREMENTS FOR OF THE WETLANDS OR OTHER ENVIRONMENTAL CONCERNS PRESENT. - Q PROPOSED IMPROVEMENTS PRIOR TO CONSTRUCTION. - - - A _ 11. CONTRACTOR SHALL LL COMPLY WITH A OSHA REQUIREMENTS FOR T�`�C STATEMENT PROPO�SE(0 LEGEND - - CONSTRUCTION. _ - . -- SPECIALTY RETAIL =44.32/1,000 S.F, W LL 1.2. ALL EXCESS CONSTRUCTION MATERIAL MD WASTE TO BE HAULED- _ (2,367/1,(00) X:44.32 = 105 TRIPS (ITE B14) - OFF -SITE AND DISPOSED OF PROPERLY AT CONTRACTOR'S EXPENSE _ af 0 U) PROPOSED CONCRETE 13. CONTRACTOR SHALL TAKE EXTREME CAUTION WHEN EXCAVATING Q J Lu NEARBY EXISTING MIIJTIES. - 14. CONTRACTOR SHALL INFORM ENGINEER OF ANY CONFLICT BEFORE ANY '(o E%ISTING CONCRETE - FURTHER WORK IS COMPLETED. W W I--' of z 15. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN - J STRICT ACCORDANCE WITH REQUIREMENTS OF THE 1:11. COUNTY, - WATER MANAGEMENT DISTRICT, FDEP AND THESE PUNS AND ® PROPOSED ASPHALT SPECIFICATIONS.. m 16. MAINTENANCE FFI OF TRAC SHALL BE ACCORDING TO FDOT INDEXES. of O W 17. ALL APPROVED PERMIT CONDITIONS, INCLUDING BUT NOT LIMBED TO ::) LL DOT, FDEP, CRY AND COUNTY, SHALL BE MET B m Y CONTRACTOR O PRIOR TO CERTIFICATION OF COMPLETION BY ENGINEER. ) 16. IN ADDITION TO SECTION '700 -OF FDOT'S STANDARD SPECIFICATION FOR RCM 1 AND BRIDGE CONSTRUCTION. LATEST EDITION, N SIGN SHEET _ MATERIAL SHN1 BE DIAMOND GRADE DG3 MANUFACTURED BY 3M - COMPANY OR APPROVED EQUAL SIGN POSTS /SUPPORTS SHALL BE - - - AS PER CRY OF SEBASTIAN STANDARDS: - - - 19. ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING - - - - SPACES SHALL BE STRIPED IN WHITE. TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) STMDMD SPECIFICATIONS FOR FOR ROAD k BRIDGE CONSTRUCTION, AARON J. BOWLES SECTION 710, LATEST EDITION. - F.L1, P.E/55313 - 20. ALL HANDICAPPED - PARKING SPACES SHALL BE PROPERLY SIGNED MD - DATEA G Z 8 2013 STRIPED IN ACCORDANCE WITH FDOT STANDARD INDEX 17346, LATEST ' EDITION. - - SHEET 21. COMMERCIPL/MULTI- FAMILY BUILDINGS SHALL POST A MINIMUM 6 - C/� INCH NU )AL ADDRE55. 3 22. ALL STRIPING WITHIN FDOT RIGHT OF WAY SHALL BE REMO REFLECTIVE TRAFFIC PAM (THERMOPLASTIC). OF 11 1 \ J \ TECHNICAL SPECIFICATIONS - - - _ - 217.,53 5 FIX2 CONTINUA ON r \' \ \ MATERIALS uJ n OF EROSION CONTROL FOR A) DRAINAGE RPINQ - - __ CONCRETE WALL - - - - IMPROVEMENTS IN THIS AREA - - _ _ 1.) MINIMUM SIM PIPING SHALL BE 15 OR EQUIVALENT 0- UPTICAL SIZE AND z - \ - _ "TOP ELEV - 18.W -. - - � PROPOSED SLT � �: - - _ � � � � - iB' MINIMUM ON COLLECTOR fl0A0S. UNLESS OIHERMSE NOTED. - - -FENCE 8� '. C D4 :m\ 2) ALL STORM PIPING SHALL MEET MANUFACRJf✓Eft'S SPEgFlCATMS. CONTRACTOR U z TO COORDINATE WITH MANUFACTURER TO ENSURE PROPOSED PIPMO GOES NOT REQUIRE ADDITIONAL INSTALLATION MATERIALS, INCLUDING BUT NOT UMITEO_ ID STRAPPING, ANCHORIN0. BUOYANCY. E11 o _ ALL JOINTS W - FILTER - q } - P C A) SAFETY BARS SHALL BE PLACED ON PE PNOAAl11EA(D END SECTIONS M1ffRE DETERMINED NECESSARY: 5.) OUTFALL END RU N TO DITCHES SHALL HAVE A MITERED ENO SECTION WITH - - B - _ _ 16 '•. \ - . SAFETY BARS TO MATCH EXISTING DITCH BAN( SLOPE PATH APPROPRIATE n m m �e EROSION CONTROL MEASURES UNLESS OTHERWISE NOTED. - Z .EXISTING TRAFFIC - - - . _ . _ - - a \ Nan \ _ - B.) DRAINAGE STRUCTURES: - - _ _ _ - _ - _ _ __ 0 M SIGNAL BOX dQ _ 1.) ALL E DESIGN STRUCTURES SHALL MEET GOVERNING PLANNED USE AS DETERMINED N N CONTRACTOR TO E - \ \ s BY THE DESIGN ENGINEER MIO THE LOCAL - GOVERNING AGENCY. - FOOT AND ADJUST - - ► 2) ALL CATCH BASINS, 'INLE15 OR MANHOLE STRUCTURES 91A11 BE OF PRECAST O U U REINFORCED TYPE _ - AS NEEDED - - _ - BUILDING ROOF RUN OFF 'pp0 -- - L65 OTHERWISE RSLIANEDTO MOT DESIGN STANDARDS, LATEST EDITION. _ - M x Q w Q CONTRACTOR SHALL INSTALL FILTER�CLOTH - - 9 d - TO DRAIN TO DRIVE 'AISLE: - - - _ \ _ _ _ R DIRECTL RWim TO BETWEEN GRATE AND, FRA,A ES CONTRACTOR - - - .d 0 BE Y E _ _ S) ALL STRUCTURES.SHALL BE FREE OF DEFECTS SUCH AS CRACKING. HONEY . d.. - SHALL REPLACE ANDIOR MAINTAI AS NEEDED - - - - - _ - Il EXPOSED G BLEED _ DURING CON tlCRON TO REMO SILT ANO 19 - ' iLUSiI NiTH - _ _ .- - _ - - , - COMBS AN OSED STEEL RENFORCING INCLUDING THROUGH. p _ . IS SEE DETAIL THIS. (TYP) -. \ - A pR T .' - N \ \ - 4.) SHOP DRAWINGS SHALL BE SUBMITTED BEFORE ORDERING MATERIAL FOR 9 \ PROPOSED - - - _ PLAN PROMCT. COR NESPON�gNG WALL BE BETWEEN ME DESIGN ENGINEER A `�P -d•$ -' \FE a 19.60- - J. J - - m @ - CONTRACTOR _ NI E ON9 THE - -. - o _ - - _ cr ORY POND \ \ G) OUTFALL SPEgFlCATIONS _ PROPOSED SILT' _ _ _ �0 - - -.'.O6 AC - \- 1.) WEEFALL STRUCTURES AND DR SHALL HOLUD SYSTEMS ALVMINUM SKIMMERS wEM DE`ACES, W 1fj T� _ FENCE - WEEP HO LE9 AND DRAW DONN 515TFM5 A6 DEIEHMMED BY OF9GN ENgNEER- N (+) r EXISTING • .�0 -q _ n - _ - AND THE LOCAL GOVERNING. AGENCY AS REWIRED. - W (0 N< SIDEWALK- ' - - - - Sry - - \ - - STAINLESS - J LET) _ g _ - - -� \ i) HARDWARE M ATTACH DEVICES R1 WTFALL STRUCTURES SIiALL BE TO- NE11A1N' . .. :- _'_. - �� - - _ - _ /// _ - - STEEL MATERIAL (n LL ED N n - 3' CURB . - - - - - ., _ - - - - - TRANSITION - )1 `� 3.) CONTRACTOR TO COORDINATE 1WTH RESPECTIVE - MMICTIONAL AGENCY FOR = 11mD OUTiau PIPE IN XRISOICRGNAL CANAL. OR ANY OM ER WATER BWY. TO _ d _ - \ ENSURE PROPER CONSREUCRON MEANS AND METHODS PROPOSED PTE F N 1 1 30 LF _ 1 - - - / /,�+ _ - (1) Y RISER / - \ ACCEPTABLE IT IS RECOMMENDED THIS COORDINATOR IS DONE PRIOR TO - O Q N MIALII CURB P -\ - - f X 21.56 _ - !X19 \/ / - lD BACK D/ \ . CONTRACTOFYS PRICING - - N W vv IJi @ r0 21.25 S - j \ '(\ - _ - m DRIVEWAY `\ _ - H. _ sas " CT, - 19.55 CS -1 - _ \ \ o - D.) MANHOLE COVERS k GRATES: a O C K NRNOIR -.' _ C) _ \'.tl\ _ - 1.) MANHOLE FRAMES. COVERS AND GRATES SHALL MEET SPECIFIC PEANNFD USE PER FOOT +S - - - - - a da' -�.. - F, - 20.E t5 -. ADS N- o \ AS DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING A(." U (D Er a )L - O a SIOILM PIPE °o \\ - r > APES Mf3 - 2.) MANHOLE FRAMES AND COVERS SHALL BE OF CASE IRON MATERIALS, UNLESS - L _ _ _ V =11.0 - LID. AND E REEF M TO CRACKS. HOLES OR OF USS. .© o . -0. X.f9 ELF S�ADS OTHERWISE NO _ FRAMES AND EQUIVALENT ALL OR MUM STANDARD 1260 EXISTING STAMPED - ~ _- - - _. PROPOSED SILT - STORM PIPE - SERIES OR EOUIVALENT WIIFI COVERS STARING 'STORM SEWER.' ASPHALT AREA TO R _ FENCE. 19.70 20.25 SELF 15 ADS 5 0 - : _ _ _ - - _ - _ OS-3 - 3J FRAME9 AND GRATES SHALL BE OF CAST IRON MATERIALS, UNLESS OTHERWISE F Izl BE REMOVED NA `Q - - - - - BOARD) - - - NOTED. AND BE FREE FROM CRACKS HOLES AND COLD SHUTS :WANES AND ¢ n 1. MILLI AN - - _ BO W, _0 0 - GRATES SHALL CONFORM TO A MINIMUM STANDARD OF USF 4160 -6210 OR �J h REPLA M N115 - 9 - ANgRAIL - - - >'. o\ .\ - EQUIVALENT. 21.37 - "- 2121 'd d' a 20.71 ARCH PLANS _ - / a CLEAN -UP , ^ 3 CURB d a -. HI - %r/ -a - d e - _ - J`/ TIT' CONTRACTOR MUST PROVIDE BEAN -UP OF EXCESS CONSTRUCTION MATERIAL - ' Gt T-T _ F� /. - _ _: UPON COMPLETION O' THE PROECL THE SITE MUST BE LEFT IN A NEAT. CLEAN. TRANSITION - - A �- - _ - .E)OSPNG'CONC- DRIVE _ - . - / - - 1 _ GRADED CONDITION d e - - - I - -C - DRAINAG SPECIFICATIONS w 9' ADJACENT -- PROPOSED 6' 4.7' -- - - 4• 6• - - _ HAONIDP AIL - LOT I PARKING LOT PROPOSED ; EXISTING SWA& - - ; _ - PROPOSEDD - - PE. AR LAN FiBEfiOV CONCRETE - DRY POND 21.25 �� 127 .1 170 RE MARCH i2D - 11 1 MA)d - _ cur 1 MAX I PLANS - - T T 11.0: �ROORD NALK SECTION H -H SECTION E -E SECTION FF RE: ARCH PLANS 9SECTION G-G 4. 6. 32' 2' - 10' PROPOSED PROPOSED ASPHALT PARKING LOT _ PROPOSED _ DRY POND FRONT PORCH -_ _ FF ELEV - - - FF ELEV 19 -10 . 19.60 - - .4 GRADEG ib O - - - 16.42t' - 1S. -ADS 2' ` DS-1 NV. 16.00 - _ SECTION 1 -1 SECTION J -J STORM INLETS ANO MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD W W n Z DRAINAGE STRUCTURE DESIGN CRITERIA OF THE FLORIDA DEPARTMENT OF TRANSPORTATION,' LATEST ADDITION. W > Z PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENCINEER'S APPROVAL OF TIRE MANUFACTURERS SHOP DRAWINGS. _ - - - Z W W snmim CONCRETE D p UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHAH HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3DDD PSI. ALL WORK SHALL COMPLY WITH J V m O THE CURRENT EDITOR GE THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND Z < Z WN THE APPLICABLE BONDING CODES RAVING XRIGOICTON IN THE AREA -' - W o O GROUNDWATER 19D5_ - GROUND WATER MAY BE ENCOUNTERED ON SITE CONTRACTOR TO PLAN ACCORDINGLY. IL Z¢ _ 1550 TYPE "C' CATCH BASIN DS -2 RECORD DRAWINGS 15.80 �y LJ_ j U CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PRO.ECT. SITE AT - ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES - Z a 11.65 _ MADE IN WE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS.- RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO. INVERT AND TOP ELEVATORS OF CULVERTS AND -J O 14.50 INLET STRUCTURES CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROXCT AND PRIOR TO FINAL INSPECTION AND FINAL - 17.00- EXISTING CONTOURS. 12.10 PAYMENT. - ❑ - STORM MANHOLE CS -1 13.89 W- ALL CATCH BASINS TO MEET FOOT INDEX / 230 AND BE I= BEARING UNLESS OTHERWISE NOTED. DRAINAGE STRUCTURE SCHEDULE - �Z( U - O snmim lop - INVERT EIEVASIONS DESCRIPTION --- DESCRIPfgN - _ NORTH SOUTH EAST WEST on WN f {, TILE v co Z. W ¢ Z IDS -1 19D5_ 16.00 OfI5I1NG CONCRETE _ 1550 TYPE "C' CATCH BASIN DS -2 20.25 15.80 �y LJ_ j U 12.35- 11.65 - STORMMANHOLE DS-3 14.50 - 17.00- EXISTING CONTOURS. 12.10 12.10 11.60 - STORM MANHOLE CS -1 13.89 W- Q 11.00 10.50 _N Z O ALL CATCH BASINS TO MEET FOOT INDEX / 230 AND BE I= BEARING UNLESS OTHERWISE NOTED. d O LEGEND o -� PROPOSED CONCRETE WN f U Z W OfI5I1NG CONCRETE U) < m � SILT FENCE �y LJ_ j U Z ~ (3 W F - 17.00- EXISTING CONTOURS. W- Q _N Z O m JIF PROPOSED ELEVATION - LL Q U ID µ,ms DRAINAGE FLOW DIRECTION ARROWS � m o ® PROPOSED I. SP 12S ASPHALT ME - . AARmJ. BOWCE FL P.E /55313 DAATAUG 2'9:201; SHEET' C4 OF 11 - FDEP SEPARATION CRITERIA:'. - (1) 'HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS; WASTEWATER OR STORM WATER FORCE - MAINS, RECLAIMED WATER PIPELINES. AND ON -SUE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. - - - (A) NEW OR RELOCATED. UNDERGROUND WATER MAINS SHALL BE WD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET - ' BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE,OUTSIOE OF ANY EXISTING OR PROPOSED STORM SEWER. STORM WATER - - FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART 111 OF CHAPTER 62- 610,FAC.." . A. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE WD TO PROVIDE A HORIZONTAL DISTANCE OF AT (FAST THREE . FEET, AND PREFERMLY TEN FEET. BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR _ _ PROPOSED VACUUM -TYPE SANITARY SEWER. - - - (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE WD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, - AND PREFERABLY TEN FEET. BETWEEN THE OUTSIDE OF THE WATER. MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED ..MIN 6C1' _ GRAVITY OR PREASSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN. OR. PIPELINE CONVEYING RECLAIMED WATER NOT _ - - - REGULATED. UNDER PART III OF CHAPTER 62- 610,FAC. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY `SEWERS SHALL BE REDUCED.TO THREE FEET WHERE THE BOTTOM OF THE. WATER MAIN IS WD' - - AT LEAST SIX. INCHES. ABOVE ME TOP OF THE SEWER. - - (G) NEW RELOCATED, UNDERGROUND WATER MAINS SHALT. BE WD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET - BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARIS OF ANY EXISTING OR PROPOSED 'ON -SITE SEWAGE TREATMENT AND - - DISPOSAL SYSTEM' AS DEFINED IN SECTION 361.0065(2),F.S., AND RULE 64E= 6.002, FAC. _ (2) VERTICAL SEPARATION B(TWEQN UNDERGROUND WATER MAINS MID SANRAITT OR STORM SEWERS .- WASTEWATER OR STORM WATER FOR CE MAINS, AND RECOUNTED WATER PIPELINES. - (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUME -TYPE SANITARY SEWER OR STORM SEWER SHALL BE WD SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12. - - - - - INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE. OTHER PIPELINE. HOWEVER. IT IS PREFERABLE TO LAY - - THE WATER MAIN ABOVE- . THE "OTHER PIPELINE - (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, - WASTEWATER OR STORM WATER FORCE MAIN, OR PIP CONVEYING RECLAIMED WATER SHALL BE LAID 50 THE OUTSIDE OF - THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER. IT IS PREFERABLE B' WATER MAN TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE - '- - - (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A). AND (B) ABOVE ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE - TO SITE —L CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE.WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS; THE PIPES SHALL BE ARRANGED SO.THAT ALL THE WATER MAIN JOINTS ARE AT - - - " LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS. STORM WATER FORCE MAINS, OR - PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62 -610, FAC., AND AT LEAST SIX FEET FROM - - ALL JOINTS IN GRAVITY OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED - WATER NOT REGULATED UNDER PART III OF CHAPTER 62 -610, FAC. - (3) SEPARATION BETWEEN WATER (A) NO WATER MAIN SHALL. PASS THROUGH, -OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. - -' _ -- (B) EFFECTIVE AUGUST 26. 2003; WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO - - CONTACT WTM, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE - .A P N NEW OR REOCATED FIRE HYDRANTS WffH UNDERGROUND DRAINS - SNALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY DUSTING OR PROPOSED STORM SEWER. STORM WATER FORCE FAN, - - - OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PAM III OF CHAPTER 62 -510, FAC; AT LEAST THREE FEET, AND PREFERABLY TEN - FEET, FROM ANY EXISTING. OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET. FROM ANY EXISTING OR PROPOSED GRAVITY -OR PRESSURE -TYPE SVUARY SEWER. WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED _ UNDER PAM 111 OF CHAPTER 52 -610. FAC.; ME) AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED -'ON -SITE SEWAGE TREATMENT AND - DISPOSAL SYSTEM' AS DEFINED IN SECTION FS, AND RULE 64E -6A02, FAC. _ -7 -- 4� LOT S BLOCK 2 4'xY tucErt 4' C LEGEND UTILITY- PLAN PROPOSED CONCRETE SCALE : 1' = 20' 48 HOURS BEFORE DIGGING FOREE RIGHT A . C DRIVEWAY INDIAN RIVER DRIVE GRASS SDEW i A. - - - - ♦ _ fin\ � ..MIN 6C1' - EXISTING 6' WM CONTRACTS KIND FOR REPLACE IN K REMOVED F( CO - O TO FIELD LOCATE PRIOR .SIDEWALK _ 'TAP CONSTRUCTION EXISTING 10' 1Y MIN - - TO COMMENCING CONSTRUCTION FORCE MAIN MIN. 60 - REVERSE TAP. CONNECT TO - �- - COVER EXISTING 6' WM WITH 6'x6' TSV' - 6' VA,1 .35 LF DIRECTIONAL BORE _ - - - -- - - _ FOR 6' PVC WATERMAIN - - - - 0'f DIRECTIONAL BORE DETAIL \ - _ _ -7 -- 4� LOT S BLOCK 2 4'xY tucErt 4' C LEGEND UTILITY- PLAN PROPOSED CONCRETE SCALE : 1' = 20' 48 HOURS BEFORE DIGGING FOREE EXISTING CONCRETE . - - I�'xa _ xSOmSD'E - ffixA757 (SEE sue - - - - EXISTING " FIRE HYDRANT PROPOSED SILT FENCE (SEE C7 FOR DTL) c - LOT 4 BLOCK 2 _ \ - - - - - yA SO FIBERGIASS PRIVATE LIFT STATION WITH ELEC. PANEL - - - 0'f - - - '• \ - _ RIM " 19.00 INVOIT 18.00 (SEE CIO FOR DETAILS) PROPOSED 5/8' DOMESTIC WATER SERVICE CONNECTION - - - PROPOSED 5/8' METER- ANO RPZ - - (SEE ARCH. PLANS FOR EXACT LOCATION) 38 Ur 2 LF 4' PVC SLOPED O A M N TB EXISTING WELL FF E32O 990 TO REMAIN _ -7 -- 4� LOT S BLOCK 2 4'xY tucErt 4' C LEGEND UTILITY- PLAN PROPOSED CONCRETE SCALE : 1' = 20' 48 HOURS BEFORE DIGGING FOREE EXISTING CONCRETE CALL TOLL - - - o - KNOW "T'S BELOW _ - EXISTING URLRY EASEMENT SUN INEBII.COM - - - - - YI ZA V, �J ROPOSED 1' WATER SERVICE TAP PROPOSED 4'x4'x4' TEE ' GV YATti r BLOW -OFF - 4' -GATE VALVE ,MID 4' PLUG \ PROPOSED ~ Y, SLT FENCE (\ (SEE C7 FOR DTL) n d GRAPHIC SCALE -- I .1—h - 20 fL INSTALL TEMPORARY JUMPER (SEE C7 FOR DTL CONNECT TO EXISTING B' \ WATER MAIN WTTIi x6' TSV (REVERSE TAP) CONNECT TO EXISTING G \ ta' FM NTH 104 T.S.V. 4' \\ NaoYT) ra. ORB 2617 PG 1592 OT.] BLOCK 2 LOT 2 BLOCK 2 WATER NAMI 35 LF PROPOSED 6' PE DIRECTIONAL BORE (SEE DETAIL THIS SHEET) LOT J. BLOCK 2 EXISTING WATER a x r FIRE LK TO BE D AND ED I KIND 3A M M N N n o x x n U U d 5 WNl,�jr .1,m WcOpCO - Jac) LL CT LD - n QD =2toI, OQNN I 1 1 (0 MO =X i� LOW(L LL - �> Usk �?`YI �¢U Z� �Z Wz W >w z Z n aZ W m o z J 6 K c co Qw LL W W F- Q W Q R O LL m }U F AARON J. BOWIES FL REf55313 DATE-AUG 2 9 2013 SHEET C5 - VARIES SEE SHEET C4 -- SLOPE / PLAN (2% MAX) - Of Curb o - NAND/CAPPED PARKING , _ -. _,.. - -- .. _516W PER,FTP -zS - - - - -- -- _ _ ��TS' OKRHAN _ - - - _ Slope To .Rt. ; P BAST'- TO-BASE SPACING SHALL BE 0.65• MINIMUM BETWEEN DOMES, -' - - _ _ - - - PLAN VIEW . - - a = a. To. a � � HANDICAPPED PARKING _DEFA� PAVEMENT MI s _ -. .. 11 t, z� _ V-2' - - - CONCRETE SOEWALK DUAL - 4'-5" - 3'-4' - - - (Nso DEED swA�E) EXISTING QBASE� - - -- - PROPOSED BASE was w °°°"°'° "°" z.S MAX a SECTION - T- PAVEMENT SAW-CUT AND BUTT J0ffr ". NIS .. Of Curb o - NAND/CAPPED PARKING , _ -. _,.. - -- .. _516W PER,FTP -zS - - - - -- -- _ _ ��TS' OKRHAN _ - - - _ Slope To .Rt. ; P BAST'- TO-BASE SPACING SHALL BE 0.65• MINIMUM BETWEEN DOMES, -' - - _ _ - - - PLAN VIEW . - - _ Dri veway\\ � _ . � HANDICAPPED PARKING _DEFA� PAVEMENT MI N 9 _ -. .. 11 t, z� _ V-2' - - - ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL N9D1H OF THE AND of 24 RAMP IN THE DIRECTION TRAVEL MM) - 4'-5" - 3'-4' - - - (Nso DEED swA�E) EXISTING QBASE� - - -- - PROPOSED BASE was w °°°"°'° "°" z.S MAX - SECTION - T- PAVEMENT SAW-CUT AND BUTT J0ffr I INCHES (fi10 FROM THE OF CURB. - _ Edge Of PMVt. �Edge.Of Pavt. - - - N.T.S. - _ R P LSZE - SEE MAINAGE - PLANS FOR ELEV. - - - 5• UN FORCED CONCRETE - - (F :3000 P.xL) - PLAN PLAN - -. - 7 4Std. - - CU RB RAMP DETECTABLE WARNING DETAIL . - - _ - - .. - - 6P Min. - - - N.T.S. - - - 3' 3' _ 3' Trans. � Trans. - Top Of Curb-, Top Of Curb - Gutter--;, a� Note: To., be paid for as parent curb. - _ PROFILE Gutter PROFILE - FLARED END STRAIGHT END - �E " oaCS NAra '. r� - Icw- LAxuac - .va IIFM a c1cTl - HAW CURB DETAL ODROP CURB) - - - - CURB. AND GUTTER TYPES E- & F - - STl6'ACE _ - - POST TO - - - - - CURB AND GUTTER ENDING: - - SODARE PER dtt OF SF.BASTAN cmtEwn - - - 1, - - 7/2 °.TYPE SP 9.5 - - - - - - N.T.S - varazdrrd wAwN 12; - - FTP-z (fmD - CONCRETE - - CONSTRUCT 6" COQUINA OR - - - - - -LIME ROCK BASE COMPACTED - - - - - - - - TO 98% MAX. DRY DENS17Y PER AASHTO T -180 METHOD, - N N. w PBpECID7y =' - LBR Too - 1:16 10 1 20 M 30 M SF 8".ZCOMPACCTED TO MIN. 98 %DMAX. DRY 1. u sA mN OFF 25 SHHL XA A - - - - - VE PERIECIIYE ' aI+I �mTM RER>_cmE snmd- Arm DENSNY PER. AASHTO T -180 METHOD, .MIN. 'FBV 60' psi. i eoTiOM w WI ­LL O NMA � nttM0,, D, - - PARKING "6Y ` - - - - R_EABLE PAVEMENT SECTION - - BA r NO WIN 6UON OVE A IEGEND IYm _ - - DISABLED N T S ®000 © ®0 ® ®® �E16�ii55ILS *1�LS:i��Tat:�iF'i�f +'f� �F "I�tti['16+}J iRiY- ®l:R(1��fF'f �I4�C�pQL)•tf!•iF >r•�'ar,rr?Fi•rv��TCr�.frir,•N ®moo art ruT �iR'YiFY��r f�'1 ®�>•o�� ®sE ] �FG5iN6�JiRL ^�4�NFZ�T ➢6D�ibF1E.. �el:r�>r 1i44rQ�1i- �fil�. as.A ©�am�Fa�e��L ao9l�arES a c*y�'.�a-y i 1 R V °Y•WlJil�i�IF•lQ 1E1F2f•l.4JiE���O aES3rE aR�sry ..Tms1� m; r - �V Y• f If�J�fl:li`i�iR:•l Fi 1 ©t: Ji�iF�iil•i'. rcicn �ii�i`i .. �r�aE3m�rrt ;•rts.��aF .rWe.. iorr� ���:iimna�rrw rEA ,gym. �s r rF }• ��asri�,_o �� >•si'1•Il0iF7•i[>• ©® 3�FQ1! }li fit".��iflfT'�i3l�fll f�t2.�f[TfiTF 1�FA1�{R:ille�fii�.cl RTlt �iF.'1�fFi•)•0E3 , arcrEE.y��WS!er�r.iELaECrEttiWea �icz�v- �:;•�����s? a�iesi�a:>•�e>•o��E; 1 AIL.ILTiM6 ARE ;�- S.--.' LEUon. -cp C sfN FPBWCATION FR01r MOSS STEM, POST TO TIE - PERMIT IN 'U' TYPE T,NG SsE -EN ' lrlr.V PEEP. eOTiad OF S(IN TO E SET AT - r real ONLY - - -SAW -CUT AND TACK -- - ' - ' S: XElaO Au( BE J fEET IR W 'P IT THE G IG4 O m OR 90EA'A1K TO THE BPROW OF 'PStMIT ONLY' Sal OR s FEET Ta TXE- INrr1a,1 GP $M FWE• srcrl. -. _ - - COAT EXISTING EDGE 1'-O� - - _ - - EXISTING ASPHALT PROPOSED ASPHALT - - - HANDICAPPED PARKING _DEFA� PAVEMENT MI N 9 p; - - 4'-5" - 3'-4' - - - (Nso DEED swA�E) EXISTING QBASE� - - -- - PROPOSED BASE was w °°°"°'° "°" - - - - EXISTING SUB -GRADE _ . . -- ,' - PROPOSED SUB - GRADE_ SECTION - T- PAVEMENT SAW-CUT AND BUTT J0ffr GRATE - e - SEE - - N.T.S. - - - R P LSZE SEE MAINAGE - PLANS FOR ELEV. - - - 5• UN FORCED CONCRETE - - (F :3000 P.xL) - COMPACTED SUBGRADE E SECTION 12• GRAVEL SUMP PRECAST .TYPE 'C' CATCH BASIN -4-5" - 3'-4" 1S ADS - T(J d - INV= 11.00 = 13.89 `1 _GRATE PLANS FOR ELEV. J L V 11. NV= DS PLAN CTION COMPACTED SUBGRADE 12" GRAVEL SUMP - TYPE 'C' CONTROL STRUCTURE a ..Q - W -1— MIX TO HOMOGENOUS MIXTURE CONCRETE PAVEMENT SECTION N75 (ALTERNATE) - MATCH IXISD S STING GRADE SAW -CUT EXISTING ASPHALT AT SAW -CUT ALT - CPROPOSED PAVEMENT STABILIZED SUBGRADE PAVEMENT SAW -CUT AND BUTT JOINT N.TS. . (ALTERNATE) 1 Y Y 5°f a P4 at' xm av ". TOP NEW - SINGLE PIPE MITERED END SECTION FDOT INDEX NO. 273 N.T.S. - - - - FF ELEV RETAINING WALL DETAL N.T.S. N N o O 2 S p U U N 0- m Fm no W Epp ND Na 9Ln po QNN I I N O]vv Ww Lo �XdLL A0 T W 1 d 4 �' m Zn V Z ,y o M z �M Z�z m00m� at1 Z ILL! ILL! Z z Q U) W C7 z Q W ❑ w z LLI (9 0 U) OJ W a D'❑cn Co Q J W LU = -W N ❑QJ LL. Q O In ❑ in LL LL 0 U �lm DATE AUG 2 9 2013 SHEET C6 OF 11 1-N -1- - o _ _ - - _ - .. - }• TIE ROPE - _ - - ' FOLDS FOR FLOTATION $ COMPACT STORAGE - ALL SEALHS HEAT SEALED - - PLYWOOD,, 4'X2' R NOTE: - _ _ ALL STOCKPILES SHALL BE A - - - - - - -TYPE I. DOT FOR WATERS WITH LOW - - - PAINTED - - MAXIMUM OF 25' HIGH. - - - .- _ - - - - CURRENTS (NO MORE THAN ONE FOOT - ECONOMY FABRICS CABLED ONCR� WHITE _ EC OZ 300 1RI IN STANDARD _ PER SECOND) AND LIGHT WINDS: - ° CRAM ASHOU BLACK LETTERS �6 LOOPS SIZED FOR 1" RERAR LIFT FILTER BAG FROM INLET _ LACES, PONDS. SMALL STREAMS, - °�a 6" HEIGHT- MARSHES. FLEXIBLE TOP FLOTATION N7'LON _ -- - _ -USING REPAR FOR HANDLES. - _ -. INLET GRATE - - SECTION WITH ENCAPSULATED EPB REINFORCED VINYL - - - - w n ♦ m FOAM FLOTATION LOGS (Bxg xaD TYPE i LAG SCREWS "T - - - TOP LOAD LINE 4' VINYL - - . COATED CABLE - - m _ DIA.) BRIGHTLY COLORED NYLON - OVERFLOW HOLES (OPTIONAL) -- - - - STRESS PLATE O REMOVE _ SECTION A" RO�E,_EXPANSN/N RESISTANT O O - - - - - .. . -. - WATER SEAL PRESSURE FROM FLOATS). FLOTATKNN - _ _ - - _ 0 m = o TYPE 2. DOT FOR HIGHER CURRENT F'VC SLOT - CONNECTOR - FOLDS EVERY 8'. - - WOOD POSTS T 2 x ¢ m II - - - - _ LOOPS SIZED FOR 1• REPAR. GEOTEXTILE BAG - :WATERS (UP TO FIVE FEET PER - - - USE REPAR -FOR A HANDLE TO - SECONOj: DEEPER LAKES. STREAMS. STRESS BAND \ �4 "X4 "X9 °\ - F 4 E SILT FENCE AND /OR _ - - - _ INTERCOASAN AND ENCAPSULATED SSTEEL STRESS PLATE i -`Y /�°t J / - - - EMPTY FILTER SACK AT A S - SEDIMENT COLLECTION LOCATION. INCLUDES AN ENCAP HAY BALES (GYP) _ - - 2•X2 V. RUBBER BLOCK (rYP.) - - AD CAABE ALONG TOP OF BARRIETN- CHAIN BALLAST AND Lo AND LOAD LINE ��aQ STRESS POINTS �ARE TREINFORCED -WITH $$ ¢¢ g . - SHIELDS. ANTED M24 �m 100' STANDARD LENCTi S O ❑ SI - - GALVANIZED . - . SAFETY HOCK, TYPE II . .. -.18 (OR 22) OZ.- VINYL o � f � S COATED NYLON - - -- - -F m �n o STRESS BAND w N T� i - 22 OZ. -NYLON - - - -FNC SLOT - CONNECTOR - - v a -$ - - - CEO.hB FLagranoN - - - . - _ - W LL O co M §TOCKPILE OF RELN�R S REBB CONCRETE WASH 0 -U T SIGN f ERODIBLE MATERIAL - - N 3f 4 TYPE 3. 00 S SIMILAR TO TYPE 2. - DETAIL O R EQUIVALENT -. - - FOR STOCKPILING ERODIBLE - _ - DOT EXCEPT THAT POLYPROPYLENE - - - - - - _ MATERIAL FOR EXTENDED - __ - FILTER FABRIC IS PERMANENTLY - �o - - _ LAP LINK- - - FO Q N N 1 I PERIODS, THE AREA SHALL - - O . - INSERTED INTO THE BARRIER SKIRT TO - - MEET SOME STATE'S SPECIFICATIONS. VINYL COATING CABLE - T1' CHAIN - - _ N m Lu vv 13E SEEDED AND MULCHED., - - - _ - - tON BOTH SIDES OF CURTAIN TYPE III GALVANIZED /24 - - LLLL TO. REDUCE STRAIN) - - SAFETY HOOK O = X FILTER SACKS FOR 2" m It (L LL o a GRATED INLETS AND oD STEEL WIRE >� STABILIZED 12° DA. ROADWAYS- N.T.S. - - SH WN ANCHORING ALL BUOYS A - AUTOMATIC FLASHING LIGHT _ - - - -- - - (ON AT DUSK OFF AT DAWN) 100' EXTRA STRENGTH FILTER STEEL OR tWo SEDIMENT - CONTROL DETAIL FOR STOCKPILING OF BLOW -UP OF FORCES FROM THE CURTAIN. ON CENTER SHALL BE USED IN STAPLE DETAIL FABRIC NEEDED WTHOUT WOOD POST U F m HENCE, THE CURTAIN WILL NOT NAVIGABLE CHANNELS ONLY - N -ERODIBLE MATERIAL- N.T.S. - - - - "SHACKLE SINK FROM WIND OR CURRENT _ - WIRE MESH SUPPORT ¢r CONNECTION LOADS. BUOY ATTACH LINES - STANDARD - ATTACH FILTER FABRIC - - - TO SHACKLE CONTAINMENT - .'. _ SYSTEMS NOTES: SECURELY TO UPSTREAM SIDE - - - - - - _ LIGHT BUOY 1. SILT FENCE SHALL BE OF �NT �a PLACED ON SLOPE - ';'4+ . •• �'f �� `b ANCHOR (AS CONTOURS TO MAXIMIZE :a'.:!y'� Ayy _ m Z - - - WATER SURFACE 15' 15' . - RECOMMENDED - PONDING EFFICIENCY.. _ - - .. cOA, -- - - - BY THE 2. INSPECT AND REPAIR FENCE �•r% ` t . \ - - ml, - - , ...CANAL /DTTCHBED'.. - Z - MANUFACNRER - . CURTAIN - ) - AFTER EACH STORM EVENT - - • 1' -: - -' W l° z - - - - - - - AND REMOVE SEDIMENT > Z 10' MAXIWNM SPACING WITH MAXIMUM E COMMENDED WIRE SUPPORT FENCE. 8' N w - - - - - - - - - - - - - - - - STORAGE HEIGHT. - - MAXIMUM SPACING WITH Z DIVERSION RIDGE REQUIRED - _ - - - - - - - WIRE SUPPORT FENCE - 'z WHERE GRADE EXCEEDS:2% - - - - - - - ORIENTATION WHEN INSTALLED - 3. REMOVED SEDIMENT SHALL - - . _ �, °m 2; OR GREATER - - - - - - - - - BE DEPOSITED TO AN AREA - - - 7 V1 (TIDAL SITUATION -TYPE III)- N.T.S. PoNmNG HEIGHT L - - - - - -.. THAT WILL NOT CONTRIBUTE <Z - SEDIMENT OFF -SIZE AND STEEL OR WOOD POST- ,- Wj . - _ = STAPLES - _ - _ - CAN BE PERMANENTLY - 36• HIGH MAX -. ._ .. FILTER FABRIC -_ - - - - - - - - STABILIZED. - (2 PER BALE) _ - PONDING HEIGHT - SECTION -A -A - - - -- _ - -. - - - - _ - STRAW BALE - - - - STRAW BALES. SANDBAGS OR � _ _ - - � - _ - CONDNUOUS BERM OF - - - ROCK BAG FLOW _ - SUPPLY WATER TO - SPILLWAY - - STAKES (2 PERLBALE) - BINDING WERE _ - - - - WASH WHEELS IF - - EQUIVALENT HEIGHT. - MIN. DRAIN ROCK Q NECESSARY 10 mil PLASTIC .LINING INSTALLATION WITHOUL TRENCHING W Nore POLY WHATTLES OR GEOHAY 4 °XB" TRENCH WITH "NATIVE MATERIAL SECTION B —B COMPACTED BACKFILL FLOW 3 a USE SANDBAGS, STRAW BALES CURB INLET FILTER-N.T.S. OPTIONAL TRENCH DETAIL 0 0 OR OTHER APPROVED METHODS (OPTIONAL) J O . POLY WHATTLE - - OR cEOHAr - NOTES: STAKE (TYP.) - - TYPE IV SILT FENCE- N.T.S_ - - Z - _ 1. ACTUAL LAYOUT - - - O DETERMINED IN 1 11 I I I 1 STRAW BALE (TYP.) - ROCK. BAG - _ _ _ - - THE FIELD. _ _ _ - - - - U A - A 2. THE CONCRETE Z - - - - .WASHOUT SIGN - - - - - 0 - SHALL BE - - ROCK BAGS - INSTALLED WITHIN _ - 10 mil PLASTIC LINING - _ - (/) 30' OF THE - - _ - - 0 TEMPORARY - CONCRETE 1 1 1 1 1 1 W SOCK -PIPE OR ROCK BAG WASHOUT FACILITY. 2 "X2" STAKE PLAN INLET FILTER- N.T.S. PLAN FABRIC NOTES: - - - - 1. THE - ENTRANCE SHALL BE 'MAINTAINED IN A CONDITION IRA WILL PREVENT TRACKING OR FLOWING OF - Yr�,, D Z _ - - - - TYPE "ABOVE GRADE" WITH STRAW - SEDIMENT ONTO PUBLIC RIGHT -OF -WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR' AND /OR CLEAN OUF' i I wW0 1�tC OPnIXaL POSE PwNCmt£ POST BALES OF ANY MEASURES USED TO TRAP SEDIMENT. TAX 1- 1/2X1 -1 2" POSRiWS �l TL. Po 014 (caam 20 - - - s Ea ,y T,> A INK T—N. DBw, 2. WHEN NECESSARY. WHEELS -SMALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF -WAY. - - TLTER FABMG (IN - FIT, FABRIC - - 3. WHEN WASHING IS REQUIRED, T �� SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT - ELEVATION 5E4B&5 FA O.LN - SECTON - - DRAINS INTO AN- APPROVED SEDIMENT TRAP. OR SEDIMENT BASIN. _ - - - _ - r, - SPEC.) _ - CONCRETE & STUCCO WASTE MANAGEMENT—N.T.S. - PROTECTIVE FENCING FOR .. - TEMPORARY - GRAVEL CONSTRUCTION., - - - xorts; SLT FENCE TD K Pao FOR UNDat THE CONTwCT UNIT PRICE FON ST— SLr rrDUCE (Lr.1 - - _ - TREES -N.TS. - _ - - - ENTRANCE /EXIT- N.T.S. - - TYPE HI SILT FENCE- - - `a FLUME - - - 17' MIN. - - - NOT. s0 K I FOR TYPE . %: Z "X4" WOOD FRAME - FENCE TO BE W ACCgAANCE - wm+ awRr L _ 1 aF s AND CROSS BfNACE STAKED AND TRENCHED - - - - WIRE REINFORCED STAKED AND Dlrcx IxsraunoNS AT DRAINACe - SILT FENCE - - TRENCHED SILT FENCE - O - smuclURC sIHELr z of 3- . - SURFACE - - - - _ PROTECIKIN AnI Uro Dor�l DOrrou wLErs RUB 4" - _ DO xOr Ownr IN A wvmcx Tws mr FLxas wIU ncr rs A IOM Acaoss PExwwwr rwwwc wnrENCOUraEs - GYP. SLLT FENCE ARE TO E IISTD AT.OPIAID L TONS AND N DTY &WRIERS I—D AT PER W ffi E BODIES OF WATER - 4" TYP. - - SILT FENCE APPLICATIONS- N.T.S. DOUBLE ROW. STAKED SILT FENCE FOR USE AROUND WETLANDS — N.T.S. . DROP WITH AE VIEW OF FRAME WITHOUT VIEW OF FRAME WITH SILT FENCE SILT FENCE SILT FENCE INLET PROTECTION- N.T.S. NERS 0 W LL U) Q J W W I- W d W a - J m of Q O Ul LL m }O F- U SHEET C! OF 11_ 13 -107 / ` TO CHANNELZE RUNOFF TO - BASIN AS REQUIRED. FLOW FLOW . - 3- A -� - - A - 2=3" COURSE AGGREGATE MIN. R THICK - DIVERSION RIDGE - - - O . POLY WHATTLE - - OR cEOHAr - NOTES: STAKE (TYP.) - - TYPE IV SILT FENCE- N.T.S_ - - Z - _ 1. ACTUAL LAYOUT - - - O DETERMINED IN 1 11 I I I 1 STRAW BALE (TYP.) - ROCK. BAG - _ _ _ - - THE FIELD. _ _ _ - - - - U A - A 2. THE CONCRETE Z - - - - .WASHOUT SIGN - - - - - 0 - SHALL BE - - ROCK BAGS - INSTALLED WITHIN _ - 10 mil PLASTIC LINING - _ - (/) 30' OF THE - - _ - - 0 TEMPORARY - CONCRETE 1 1 1 1 1 1 W SOCK -PIPE OR ROCK BAG WASHOUT FACILITY. 2 "X2" STAKE PLAN INLET FILTER- N.T.S. PLAN FABRIC NOTES: - - - - 1. THE - ENTRANCE SHALL BE 'MAINTAINED IN A CONDITION IRA WILL PREVENT TRACKING OR FLOWING OF - Yr�,, D Z _ - - - - TYPE "ABOVE GRADE" WITH STRAW - SEDIMENT ONTO PUBLIC RIGHT -OF -WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR' AND /OR CLEAN OUF' i I wW0 1�tC OPnIXaL POSE PwNCmt£ POST BALES OF ANY MEASURES USED TO TRAP SEDIMENT. TAX 1- 1/2X1 -1 2" POSRiWS �l TL. Po 014 (caam 20 - - - s Ea ,y T,> A INK T—N. DBw, 2. WHEN NECESSARY. WHEELS -SMALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF -WAY. - - TLTER FABMG (IN - FIT, FABRIC - - 3. WHEN WASHING IS REQUIRED, T �� SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT - ELEVATION 5E4B&5 FA O.LN - SECTON - - DRAINS INTO AN- APPROVED SEDIMENT TRAP. OR SEDIMENT BASIN. _ - - - _ - r, - SPEC.) _ - CONCRETE & STUCCO WASTE MANAGEMENT—N.T.S. - PROTECTIVE FENCING FOR .. - TEMPORARY - GRAVEL CONSTRUCTION., - - - xorts; SLT FENCE TD K Pao FOR UNDat THE CONTwCT UNIT PRICE FON ST— SLr rrDUCE (Lr.1 - - _ - TREES -N.TS. - _ - - - ENTRANCE /EXIT- N.T.S. - - TYPE HI SILT FENCE- - - `a FLUME - - - 17' MIN. - - - NOT. s0 K I FOR TYPE . %: Z "X4" WOOD FRAME - FENCE TO BE W ACCgAANCE - wm+ awRr L _ 1 aF s AND CROSS BfNACE STAKED AND TRENCHED - - - - WIRE REINFORCED STAKED AND Dlrcx IxsraunoNS AT DRAINACe - SILT FENCE - - TRENCHED SILT FENCE - O - smuclURC sIHELr z of 3- . - SURFACE - - - - _ PROTECIKIN AnI Uro Dor�l DOrrou wLErs RUB 4" - _ DO xOr Ownr IN A wvmcx Tws mr FLxas wIU ncr rs A IOM Acaoss PExwwwr rwwwc wnrENCOUraEs - GYP. SLLT FENCE ARE TO E IISTD AT.OPIAID L TONS AND N DTY &WRIERS I—D AT PER W ffi E BODIES OF WATER - 4" TYP. - - SILT FENCE APPLICATIONS- N.T.S. DOUBLE ROW. STAKED SILT FENCE FOR USE AROUND WETLANDS — N.T.S. . DROP WITH AE VIEW OF FRAME WITHOUT VIEW OF FRAME WITH SILT FENCE SILT FENCE SILT FENCE INLET PROTECTION- N.T.S. NERS 0 W LL U) Q J W W I- W d W a - J m of Q O Ul LL m }O F- U SHEET C! OF 11_ 13 -107 1 -1/2'O P.E - _ LOCKING _ -METER BOX SERVICE LATERAL CURB STOPS w (METER NOT SHORN 1'0 P.E. - SERVICE + LATERAL . Iv LL 2'. - _ } BRASS COMPRESSION _ WYE. BRANCH - 2' -- IN LINE DUAL -' BRASS LOCKING CURB -CHECK BY IRCDus STOP WITH INTEGRAL PLAN'VIEW - - _ METER COUPLING - CENTER HINGED OPENING (WX7 -MIN), W/STAINLESS STEEL PIN - PROPERTY LINE - BOOX � z (SEE NOTE 3 NO: 3) - r + U. MARKER BALL - - LINE SETTER (TIP) .. A"IKIMIN) COST SEE NOTE 7: " -- - PIPING (BY OTHERS) - ELEVATION - NOTES 1: METERS OVER 2'0 MUST, BE APPROVED BY NCDUS .AND. INSTALLED - _ BY CONNU07M -- - - - 2 ALL METERS Y0 AND SMALLER WILL BE SUPPLED AND ANSTALLED - BY NCDUS. - - - - 3. MINIMUM SZE OF METER BOXES, I0 SERVICE (12* X 187; 1 -1 /Y0 AND - 2'0 SERVICE (17' X 287. - - 4. METERS GREATER THAN YO SHALL BE COMPOUND METERS. REFER TO WCOUS - APPROVED MANUFACTURERS PRODUCT UST. - - 8. TRACE WIRE TO BE INSTALLED AS PER DETAIL M -14. - .6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL NLNE VALVE BOXES AND _ - PLACED IN ALL METER BOXES WITHIN 24' -FROM SURFACE - 7. LINE SETTER PER IRCWS APPROVED MAMUFACIUMS PRODUCT UST. - - DRARNO AIZTMENT OF N METER BOX UTD.I'TIDS SERVICES _ - W -5 METERS SHALL BE LOCATED IMMEDIATELY _ INSIDE THE RIGHT -OF -WAY UNLESS APPROVED METER BOXES OTHERWISE• DIRECTED BY IRCDUS SHALL BE POLYMER. - - CONCRETE 3 FIBERGLASS - WTH NO HOLE LU I _ Z - - -. BO- ANGLE LOCKING CURB STOP (BAIL VALVE TYPE TO ACCOMMODATE _ - 5/8'0.3/4.0 METER) 1', 1)(' OR 2- FINISH GRADE - S CORP STOP. - -- - a WAY L - MARKER BALL } NE5 .LONG - - (STN TOE s) - . U - . PVC CASING SLEEVE' SHORT. IN NE DUAL CHECK BY IRCDUS - WATER MAIN - SERVICE TRACE WIRE LINE BETTER (�.. BSS (SEE NOT 17) - DOUBLE STRAP ELEVATION SERVICE SADDLE - - - NOTES 1. SUCCESSIVE TAPS INTO 7HE WATER MAR! SHALL BE A MINIMUM OF 18' ON CENTER. - - - - 2 ALL SERVICES REWIRE 38' MINIMUM COVER. =3. MINIMUM SERVICE SIZE SHALL NOT NE LESS THAN 10. DUAL SERVICES SMALL BE A MINIMUM 1- 112'0. - TRIPLE SI?VCES SMALL BE A MINIMUM Y0 AND. QUADRUPLE SERVICES SHALL BE APPROVED BY INCOUS. 4. 1 -0 R 1 -1/2'0 LONG SERVICES �DIIRE A 2- MINIMUM I.D. CASING PIPE- 2.0 LONG SRVICES REQUIRE' - A_ 3' MINIMUM LD. CASNO PIPE - CASNG PIPE SHALL BE SCHEDULE 40 P.V.G - 5.- ALL METERS 2'0 OR SMALLER SHALL BE INSTALLED BY RCOUS..- REFER TO APPROVED MANUFACTURERS' - PRODUCT LIST FOR METERS GREATER MAN 2'0. - - - S. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/IXi CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE RUE OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DRECTED BY RCDUS. - 7. CURB SOPS SMALL BE THE SAME SCZE AS THE METERS THAT ARE INSTALLED. _ IL TRACE WIRE TO BE INSTALLED AS PER DETAIL M -14. - - 9. LOCATE MARKER BADS ARE TO BE RACED IN ALL METER BOXES WTHIN 24' FROM SURFACE. 10. UNE BETTER PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. - 11. ALL RESDENTIAL AND ONE ERU SERVICES SHALL BE 5/8' METERS - V• - DRAWING UD � C WATER SERVICE WN0.4 DETECTION TAPE PROVIDE TRENCH - _(SEEM NOTE NO 6) SLOPE AS REG'D - : PROVIDE TRENCH - -. SLOPE AS REQ'D - - GRADE- mw <SEE NOTE 4) 6' MAX LAYERS DR OTHER APPROVED MAINTAIN TRENCH _ - j - METHOD T13 ACHIEVE WIDTH 2' -0' ABOVE _ 0 98% COMPACTION PE -- TOP OF PI - . m N N MAXIMUM WATER - .+ - _ "6' MAX LEVEL ALLOWABLE -LAYERS DURING CONSTRUCTION wJ(d AT 98% 3/4' DIA BEDDING ROCK OR PEA ROCK WHERE PIP 2' UNDISTURBEDT CONDITIONS REQUIRE D SOIL - - TRENCH WIDT ELEVATION NOTES L. WHERE SOIL WNDITIDNS CANNOT BE MAINTAINED AS SHOWN ABOVE PROVIDE APPROVED NETHDD OF CONSTRUCTION - ` - 2. - SHEETING WILL BE REDIIREL AS DETERMINED IN THE FELL 3. . COMPACTOR PERCENTAGES SHOWN REFER TO AASHTO T -180, 4. MECHANICAL COMPACTION NOT ALLOWED 9ELDV THIS LEVEL OTHER IRAN HAND VIBRATORY MEANS. -'5. TRENCH WIDTH 'W' = PIPE CUR PLUS 2'-0'. G 2' VIDE IMTECTION TAPE WITH METALLIC RACKING TO DE INSTALLED OVER MAIN I' BE SURFACE. TAPE TO BE MARKED-CAUTION, WATER LINE BELOW', CAUTION FORCE MAIN BELOY', OR 'CAUTION REUSE WATER AAA' BELOW'. TRADE Vim STALL ALSO BE USED CONTINUJSLY W ALL PIPE (SEE DETAIL "0, 7. - ALL RESTORATION IN EASEMENTS GDR RIGHTS OF WAY OR WIZEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES STALL CONFORM TO O89US SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. NL ALL PIPE TO BE LOCATED S' DL (TTPSAL) FROM EDGE OF PAVEMENT, PER FOOT NBEX 116. INDAN RIVER °OU DEPARTMENT OF Y a TRENCH DETAIL nRa uTnx TRs SERVICES ,. (UNPAVED EASEMENTS M-1 2'-Q' VARIES 2' -0' _ 'TRENCH -WIDTH 'W' + -4' MIN NEC14ANICALLY PA�INVEEg G - SURFACE RESTORATION - 12' LNG MDR EASES Q W D_ REPLACEMENT DOUBLE DETECTOR (SEE NOTE NO 11 / / /' / / / / / / IN 3 LIFTS AT - 98% - - ;D VICTAULIC. CHECK VALVE CONSTRUCTIDN- 4' AT 98Y. 3/4' DIA BEDDING ROC( 12' PIPE 12' DR PEA ROCK WHERE - . -OD UNDISTURBED SOIL CONDITIONS REQUIRE - - COUPLING - 'W' ELEVATION WI zl N METHOD OF CONSTRUCTION- - B. SHEETING VILL BE REQUIRED AS DETERMINED IN THE FIELD. - 3. NEV SURFACING MATEIBALS SHALL BE CONSISTENT IN DEPTH VITH EXISTING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED .HINTS C -1/2' MIN THK3 MATERIAL TYPE TO BE SPICOTED. } ' 8 } S. ALL RCADVAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC - VMS/FBOT STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BO-W THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. T S. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAR' L' BELOV SURFACE. TAPE TO BE MANED - 'CAUTION WATER LINE BELOV'. CAUTION, FORCE MAIN BELOW', OR 'CAUTION- REUSE WATER MAIN BELOW'. TRACE WIRE SHALL BE USED CONTINUOJSLY ON ALL PIPE. (SEE DETAIL M -14) 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. a iu STOP VALVE RB - 1' CHECK VALVE nRAWING BY -PASS METER - DETECTOR BYPASS TRENCH DETAIL CusmMET( PLAN VIEW PIPING - - - UTIUTY PIPING TO DETECTOR CHECK VALVE - PROPERTY LINE INLET GATE- - _ _- VALVE' - GATE VALVE W/ INDICATOR . ONE SECTION DIP - . -90' BEND' WOO ON EACH SIDE - (TYP)- OF CHECK VALVE - ASSEMBLY - 18'- MINNUM DISTANCE - NCRETE SUPPOR . - - - (OR - APPROVED BY IRCDUS) ELEV A TION - WATER MAIN . WATTR. MAIN NOTES 1. ALL BMLONGS WITH SPRINKLERS MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON THOR OWN PROPERTY. DETECTOR DECKS SHALL BE INSTALLED IN ACCORDANCE WITH THE STATE FINE MARSHALL CODE AND IRCDUS STANDARD. CHECK VALVE AND METER SHALL BE MOUNTED ABOVE GROUND. 2 DETAIL SHOWN CAN BE MODETEO AND APPROVED BY IRCWS FOR EACH INDIVIDUAL PRO.ECT 3. ALL MATERIALS ARE TO BE PER WCDUS APPROVED MANUFACTURFRW PROWCT UST. - y DETECTOR - 'Am INDIAN RIVER COUNTY DOUBLE- DEPARTMENT OF CHECK VALVE W -g UTD117ES SERVICES - ASSEMBLY e® - . • I - "TRENCH WIDTH _ 'TRENCH -WIDTH 'W' + -4' MIN NEC14ANICALLY PA�INVEEg G - SURFACE RESTORATION - 12' LNG MDR EASES Q W D_ REPLACEMENT - DETECTION TAPE / / / / / / / / / /- LIMEROCK BASE (SEE NOTE NO 11 / / /' / / / / / / IN 3 LIFTS AT - 98% - - 6' (MA . LAYERS TD t ACRIEVE 98% COMPACTION - - - (SEE NOTE 6) " MAXIMUM WATER LEVEL NAX- ALLOWABLE DURING CONSTRUCTIDN- 4' AT 98Y. 3/4' DIA BEDDING ROC( 12' PIPE 12' DR PEA ROCK WHERE - . -OD UNDISTURBED SOIL CONDITIONS REQUIRE - - - TRENCH WIDTH 'W' ELEVATION NOTES L WHERE SOIL CUNDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE. PROVIDE APPROVED METHOD OF CONSTRUCTION- - B. SHEETING VILL BE REQUIRED AS DETERMINED IN THE FIELD. - 3. NEV SURFACING MATEIBALS SHALL BE CONSISTENT IN DEPTH VITH EXISTING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED .HINTS C -1/2' MIN THK3 MATERIAL TYPE TO BE SPICOTED. 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTEI T-I8% S. ALL RCADVAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC - VMS/FBOT STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BO-W THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. 7. TRENCH VIDTH 'W' - PIPE W. PLUS 2'-0'. S. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAR' L' BELOV SURFACE. TAPE TO BE MANED - 'CAUTION WATER LINE BELOV'. CAUTION, FORCE MAIN BELOW', OR 'CAUTION- REUSE WATER MAIN BELOW'. TRACE WIRE SHALL BE USED CONTINUOJSLY ON ALL PIPE. (SEE DETAIL M -14) 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. 18 ALL PIPE TO BE LOCATED MINIMUM OF 5' OD. (TYPICAL) FROM EDGE [6 PAVEMENT. ALL RESTORATION CSODDIND SHALL S FEN FOOT INDEX IBS Q nRAWING INDIAN RIVER COUNTY TRENCH DETAIL NO U °TlLXr]Es sEfmcEs e" (PAVED AREAS & SHOULDERS) M -2 �i I 11' ILE TRACE XE (1 NO. "' )_ CONTINUOUS. TYPE II TAY -RR COVER (SEE NOTE 7) MARKED: SENOR.' 'ERNE' OR As APPUr.P= vaLVE NDCaTOM TYPE: II -WRAP NLRH FILTER C iitlll liit U ELEVATION NOTES 1. ALL VALVE BOLTS SHAD. BE STAINLESS SIIEEL WTH BRASS NUTS 2- PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.Y. VALVE (SE M -11) S ALL VALVES REQUIRE IRE A LAI d LONG N DEGREES A: MINUTE 4. SEE TRACER NIKE DETAIL.. M -14 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVE. (SEE. W -1) S. REFLECTIVE MARKERS FOR FIRE HYDRANT (WATER) - BLUE WATER MAIN VALVE - WHITE FORCE MAN VALVE - GREEN - REUESE MAIN VALVE - PURPLE BRINE - ORANGE -7. VALVE BOX LID SHALL BE A MINIMUM 24 LES. WITH A MINIMUM 6- (LONG THROAT) UD. a VALVE BDX SMALL COMPLY NTH FDOT STANDARDS IF APPLICABLE DRAWING INDIAN RIVER COUNTY NO. UTII MS SmvIOCES VALVE AND BOX M -5 0 z n N s m WN 1 j M� LCO M F O -Nv u- n =2 LO 1> as OQNN 11 14w 0 (L U_ O� �> W ao UQ^ /Z p V ¢ U- im Z U LLI W5Lz zZ _ �m� N I�W0° J LIJ LLJ Q 0 Q W D_ Ix oco (A ¢ --1 LLI LLJ I­ Lu Q J 0 Q Q m 0 m U - - APRON dr OYlLES - _P.F49 13 - - �An wRDO - 2 9 201 SHEER C8 DF 11 13 -107 - - PRESSURE GAUGE - - (SEE NOTE 5 & S-2A) _ . (SEE W-12A 10) . COVER - ao MINIMUM SEGREATER SLOPE S •r, - WHERE POSSIBLE - - a ' DOUBLE CHECK VALVE ? , DETERMINED IN THE - MARKER BALL TAPED FIELD AS REWIRED TO ELEVATION _ 4 'Tee ' - VALVE (TYP) - B' "Wy - DOUBL6p)ACE SINGE SERVICE TYl 2' METER ) /// OR Wye -. . STANDARD "Y' BRANCHES - TO BE LOCATED IN THE FIELD JJ .. �INSTALLED - BENDS AS 2" SERVICE ... - DWBLE Y COMMERCIAL BY IRWSE g (6•.4° 'T' RESIDENTIAL) PLAN VIEW BOXES tt LAYgBNT OR R.O.W. .. - 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER. SADDLE - m r` EXISTING -GRADE 4. MARKER BALLS TO BE TAPED TO 6'.4' WYE 247 BELOW FINISHED GRADE - - 5. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PPE WITH BEND FOR SERVICE CONNECTION AND FOR CUTTING SEVER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. (SEE 5 -2A FOR DETAIL) - E ♦ iii ii♦ ,c�i� ♦ , ♦ ,c. _ ZE INDIAN RIVER COUNTY' - STANDARD LATERAL N0' CORP STO is S -1 CROSSING AND AS DIRECTED BY IRCIIUS. 3, MARKER TO BE USED OVER MATER MAIN VALVES, FORCE.MAIN VALVES AND -RE -USE MAIN VALVES ITYP) - -. PRODUCTS LIST. - - 1 NGDOE All. COST (5 MATERIAL Y LAE mR IN P.OE OF PPE 1 CONTRACTOR �S9 FOR CONTINUITY THROUGHOUT ENTIRE PROXCT OF ALL TRACE YARE 4 ALL SPLICE CONNECTORS ARE TO BE NOT SOLDERED ( 50 RESIN CORE), INDIAN RrvEe ° °TiINTY WRAP W/3 ALIBNATINO LAYERS DIRECIIDN OF FLOW -: PERMANENT"° - - TIE-IN VALVE TO BE - CLOSED AND LOCKED 2' SERVICE DOUBLE - - - - - - SADDLE SS (TYP) - - NEW WATER MAIN y EASTINC WATER MAIN ELEVATION . LAND MARKER NOTES - 1. IE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE_ - PRESENCE OF TALE. ENGINEER OF RECORD. - _ - Y. ALL LINES 10 BE FULL PIPE FIMSHED.. - -- - - - 3. ALL MATERIALS TO BE PER IRCOUS. APPROVED MANUFACRRBAS PRODUCT UST. - - 4. A 2' TEMPORARY JUMPER TO BE USED UNLESS OTHFR'MSE DIRECTED BY IRCDUS - -- INDIAN RIVER COUNTY - ` TEMPORARY - - DEPARTMENT OF TTPILITIES SERVICES' .• '. "JUMPER DETAIL PLUMBING CONTRACTOR RESPONSIBLE FOR RISER & CLEAN - (NSTAULED PLUG (TYP) (4 CLEAN OUT) ® - - - 247-35" INSTALLED PLUG I (e' CLEAN OUT)- - I _ SfAIOAI&1 6,N' WYE (TYP) USNOCONTRA TOR RESPONSIBLE IRCDUS ' - - _ FOR SEWER LATERALS - DETAIL NOTES 1. ALL SEWER LATERALS (SINGLE, DOUBLE. DEEP OR SHALLOW) SHALL HAVE A RISER PPE WITH BENDS AS RECUIRED_ FOR SERVICE CONNECTIONS AND WITH A 4' SEWER CIFANOUT AT FINISHED GRADE -- - - 2 PI ON .UNBNG CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE NTH BEND FOR SERVICE CONNECTION AND FOR CUTTING 4' Si CLEANODT TO FINISH GRADE PRIOR TO CONNECTION. - - 3. MARKER BALLS TO BE TAPED TO 6x4' 24' BELOW FINISHED GRADE 0. ALL MATERIALS. ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. ��A CO SEWER LATERAL RISER S�2 TIT=S SERVICES _R P (DEEP OR SHALLOW SEWER) -(A� NOTES: - 1. A temporary juniper connection is required at all connections between existing active water mains and proposed wwster main Improvements. 2. - The Temporary Jurriper Detail (W-12) is to be used far filing any new ew ter main of any _ size from the. exb6ug active Water mains and for the flushing of nmains up to 6 - diameter R5 FPS m velocity) and for pulling bacteriological samples nom any - newwdw main ofany size. - 3. - The Jumper connection shall be maintained until after the filing, flushirp, testing and - dsinfection of tin new min has beensuccessfulycompleted and dearence, for use from the Florida. Department of Envimrmereal Protection (FOEP) and other pertinent agencies has been received.- Adequate thrust blocking and /or restraints shall be ,provided - temporarily, as required. ' - - 4- Pipe a nd filings used for connecting the new pipe m the exstng pipe shall be dsnfected prior to installation In accordance with AW WA 0651, LATEST EDITION. The topping sleeve and exterior of the main k, be tapped shag be disinfected by spraying or swabbing perseefan TWOO(AWWAC651. ThaUSeofmbletai —fit ilypmhibited. 5, The Jumper connection shag also be wed to mantah a mininien pressure of 20 PSI in the new man D s con,uousy after disinfection and unit FDEPcleara letter 's obtained - 6. The Contractor shall provide documentation demonstrating that the double check_ " - . - beckPow prevention device is in good working older at the flme of Installation. and provide documenlation that the double check becMloa, prevention device has been tested in the last 12 months, and is in good working border one year from installation by a - qualiged backfiow technician es approved by IRCDUS'. 7. E.cept We requited to flush lines greats than S diameter, the fie-ih vane shall remain dosed and shag be locked in the closed postion by the udfdy company. The tie4n valve shell remain locked closed unit the new system has been cleared for use by the FDEP and all other pertinent agencies. - - -r8. Upon rawliA of clearance for use by FDEP and an other pertinent agencies, the - -. CorNacto shall remove the temporary Jumper oonnectlon. The ro poration steps are to - -- becbsed and pluggedwith 2° bmssorPVC stops. - - - - - S. All Installation and maintenance of the temporary Jumper connection and . —Is ted tacidbw prevention device, fntags, valves, etc., shall be the responsibility of the Contractor. 10. N the water main to be f ushad b greater than 6 diameter or sud, length that a full pipe - - -- .flush at the 25 FPS velocity cannot be accomplished, the folowirg procedure shall be utilzed. - - a) natal - pressure gauges as Indicated on Terdporary.bumper Detail (W -11). b) Open all downstream valves In the new system prior to lbah. - - -- Flush new water main thru li -n valve ma¢daoin a 10 +/- PSI c) 9 - Pm " diRerem(al between gauges during flush. d) IRCDUS personrai, in the pr ante of the Engineer of Racom shag operate be- _ in valve to Insure that the required pressure dnRerengel is nainfalned. INDIAN RfVER COUNTY v TEMP❑RARY - _NM_ 2 DEPARTMENT OF - . JUMPER DETAIL W - °TUJTIES SERVICES N ❑TES �_ (A) 2x4 MARKER PAINTED GREEN - (SEE NOTE 5 & S-2A) - - 6' CAP. - - r4OF ROAD CROYM _- z - ELEVATION OF ROAD COVER - ao MINIMUM SEGREATER SLOPE S •r, - WHERE POSSIBLE - - a - - DEPTH TO BE I DETERMINED IN THE - MARKER BALL TAPED FIELD AS REWIRED TO ELEVATION _ TO 6'x4' WYE r) AVOID UTILITIES (IYP) - - DOUBL6p)ACE SINGE SERVICE TYl 6'W STANDARD "Y' BRANCHES - TO BE LOCATED IN THE FIELD JJ PLUG WRAP WITH i (TYP) " DETECTION TAPE �INSTALLED - BENDS AS - - - - REQUIRED °I m - IS% EOF SEWIZR MAIN TO BE ON , OF STREET UNLESS OTHERWISE APPROVED g DWBLE Y COMMERCIAL BY IRWSE g (6•.4° 'T' RESIDENTIAL) PLAN VIEW BOXES tt LAYgBNT OR R.O.W. NOTE - 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER. - 2 MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL -- - - - 5ERWLE LATERALS. 3. ALL MATERIALS ARE TO BE PER IRODUS APPROVED MANUFACTURERS' PRUOICT UST. 4. MARKER BALLS TO BE TAPED TO 6'.4' WYE 247 BELOW FINISHED GRADE - - 5. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PPE WITH BEND FOR SERVICE CONNECTION AND FOR CUTTING SEVER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. (SEE 5 -2A FOR DETAIL) - E - DRAWING INDIAN RIVER COUNTY' - - STANDARD LATERAL N0' DEPARTMENT OF UTILITIES SERVICES -- (SHALLOW SEWER) - S -1 3' FIBERGLASS POST - i m SIZE OF MAIN FINISH GRADE M,I1 Bm® { P MENT - SERVICE f JJ LOCATE TAPE��- Z_ Z u— #10 SWUWDED —DEPTH-OF COVER cD fl m o - ELEVATION- SERV!OC ncren M A FINISHED GRADE } /�y gxry,� . EAg1 FHDA TAPS ILL niR1C5 - - E - W - - - PLACE OVER, PIPE IN VALVE LOCATION - NOTES . 1. MARKER.TO BE_PLACED DIRECTLY OVER PIPE. - 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCIIUS. 3, MARKER TO BE USED OVER MATER MAIN VALVES, FORCE.MAIN VALVES AND -RE -USE MAIN VALVES "- 4, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERSr PRODUCTS LIST. - - 1 NGDOE All. COST (5 MATERIAL Y LAE mR IN P.OE OF PPE 1 CONTRACTOR �S9 FOR CONTINUITY THROUGHOUT ENTIRE PROXCT OF ALL TRACE YARE 4 ALL SPLICE CONNECTORS ARE TO BE NOT SOLDERED ( 50 RESIN CORE), INDIAN RrvEe ° °TiINTY WRAP W/3 ALIBNATINO LAYERS H AT N,NPg1W AHO HEAT SHRINK tlRM. PERMANENT"° S. ALL SIXDFIt .IONTS WJ.L BE WARIffROQEm MIH HEAT SHRINK WRAP. IPROOFOYER h[ SHR K WR DEPAIRTAffiRT OF e. ALL NATIIaALS ARE TO . PER —Us _- -- - - IM-9 UTDdTIES SERVICES - y LAND MARKER DRAINING I� IL 0 N x r m -O ° 2 0 W OT 1` rJx m w M O f J , =3f tti a� OQIII N I NW^1, 0'G' M vv ro0 =X �W tUWaLL m ' a � d Pill 0 _m lJ ,� �Z ZNK ��w W3� W >z z rn � <m, ZZ � LU J Io- W Q' W LL) CD A W O co Q J WNI-- Ix j U 1-- Ci w ❑ F J lA NN 0 Q 0 m U -AARON J: BOWLES - - FL P.E.f55313 DAT6AUG 2 9 2013 SHEET C9 OF 11 13 -107 - i FINISH GRADE M,I1 Bm® P MENT 12, / LOCATE TAPE��- u— #10 SWUWDED CCPPER TRACE NODE - ELEVATION- SERV!OC ncren 511 4• IMN) $ srRR a• YwNUU } /�y gxry,� . EAg1 FHDA TAPS ILL niR1C5 - PLAN VIEW- o Txs1s . srEP x Y/ TRACE ALOE Recal - Rlnl CAP SmP a sown - 7TT///AAN��' mxtgume WIC COPPER TIRAMS R A� WINE _ MAIN LINE SPLJCE DETAIL - ORECr BURY CONIECmRS Wa1 BE'ACGPTED - HALF HICH NAF IITCH ON' AS EQUAL TO SPACE AND SOLDER ODWID EACH - EACH SIDE OF BELL ALL VALVES FI FNADON -VALVE BOX DETAIL NOTES 1. TRACE WINE IS REQUIRED ON ALL PIPES 1 NGDOE All. COST (5 MATERIAL Y LAE mR IN P.OE OF PPE 1 CONTRACTOR �S9 FOR CONTINUITY THROUGHOUT ENTIRE PROXCT OF ALL TRACE YARE 4 ALL SPLICE CONNECTORS ARE TO BE NOT SOLDERED ( 50 RESIN CORE), WRAP W/3 ALIBNATINO LAYERS H AT N,NPg1W AHO HEAT SHRINK tlRM. S. ALL SIXDFIt .IONTS WJ.L BE WARIffROQEm MIH HEAT SHRINK WRAP. IPROOFOYER h[ SHR K WR e. ALL NATIIaALS ARE TO . PER —Us APPROVED NANUFACIUlSRS' PRODJCr IISr. 7. OIRECT BURY TRACE NGE CONNECTION LUGS "LL BE ACCEPTED PER IRmUS ENQRr]ONG APPROVAL DRAINING DEPT �OF TRACE WIRE "° TiTR.TT1p.,j' SERVICES - DETAILS III - -- I� IL 0 N x r m -O ° 2 0 W OT 1` rJx m w M O f J , =3f tti a� OQIII N I NW^1, 0'G' M vv ro0 =X �W tUWaLL m ' a � d Pill 0 _m lJ ,� �Z ZNK ��w W3� W >z z rn � <m, ZZ � LU J Io- W Q' W LL) CD A W O co Q J WNI-- Ix j U 1-- Ci w ❑ F J lA NN 0 Q 0 m U -AARON J: BOWLES - - FL P.E.f55313 DAT6AUG 2 9 2013 SHEET C9 OF 11 13 -107 sscmc•Yxxts i __ - ;PM 1 �IlQillea RVOtBIlL vem Nom 2P) APFSSgb6 - iTh Adam HvWa� .m YlOfbf p!(1UOFD - _ - e aMp be emWPea NN a®ae natd�m °I tln sNFwVIIee K tivNa Iwl - TM .ak Fdudm corder tM• Seethe mtlWb d. Yllbbbp grmdar Prga melara _ sWelbn F Nv mFham dzm afwm m bn ba.Nxa. 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Prs 'DEAD FRONT LAYOUT 'TYPICAL' N/5 - � SUB PANEL tAY011T- -TVPICW N/S - - ENCLOSURE -4 N.E.M.A 3R AISI 30455 - W /ALUMINUM DEAD FRONT CONSTRUCTION AND LOCKING HASP - - - - - - DUPLEX :PUMP CONTROL PANEL L%pYRA2/lo W FRID 11SE /{T� - IARb91J3D 0 SIIRCII - N - V12 N � 41 1 1Y4691 48 ��___ sAL LEAK t 4.1L LENN 2 t4p� zf',Yta T'y7p OERI � AM PVW 11 lFM 1 IS i� 1 G I F� ALT .I TSEAT' 11 LAC 2 O. N PULP S.S. HINGES Y SIZE 2" PVC (2 -3) FIELD INSTALLED W /SCR KNOCKOUTS FOR - - ELECTRICAL CONDUITS- - E. n ELQ 6 NLET IP 1 FIELD is rM U ©� •© O� o aA,uo ©j vivo . •o +o +o . I� iiNN �I�Il a O LOU - - - - !� PRIMARY PUMP CAPACITY - . 20 GPM Q PRIMARY MH - - _ 115.9Fr Q SECONDARY PUMP CAPACITY 0 GPM ® SECONDARY TDH - _ 115.9 FT Q PEAK INFLUENT FLOW RATE 6.0 GPM ® -PUMP CYCLE TIME - 15 MIN. © - PUMP SYSTEM MANUFACTURERR N - NEUTRAL ELEVATION CHART 0 PUMP MODEL NO. PLR. 530 2D ® sAL LEAK t 4.1L LENN 2 t4p� zf',Yta T'y7p OERI � AM PVW 11 lFM 1 IS i� 1 G I F� ALT .I TSEAT' 11 LAC 2 O. N PULP S.S. HINGES Y SIZE 2" PVC (2 -3) FIELD INSTALLED W /SCR KNOCKOUTS FOR - - ELECTRICAL CONDUITS- - E. n ELQ 6 NLET IP 1 FIELD is rM U ©� •© O� o aA,uo ©j vivo . •o +o +o . I� iiNN �I�Il a O COMPONENT PUMP DATA CHART - - - - !� PRIMARY PUMP CAPACITY - . 20 GPM Q PRIMARY MH - - _ 115.9Fr Q SECONDARY PUMP CAPACITY 0 GPM ® SECONDARY TDH - _ 115.9 FT Q PEAK INFLUENT FLOW RATE 6.0 GPM ® -PUMP CYCLE TIME - 15 MIN. © - PUMP SYSTEM MANUFACTURERR N - NEUTRAL ELEVATION CHART 0 PUMP MODEL NO. PLR. 530 2D ® R.P.M. 3450 a TOP OF WETWELL 19.00 ® HORSE POWER 4.0 Q TOP OF VALVE BOX 19.00 © ELECTRICAL- VOLTS/PHASE 208/3 -- - Q INLET INVERT 18.00 ® FULL LOAD FLA. PER PUMP AMP. FLA. TOTAL - 12.1 Q HIGH LEVEL ALARM 17.50 - 12.1 Q 209 PUMP ON 17.00 ® PUMP DISCHARGE SIZE 1-1/4" Q 1"' PUMP ON 16.50 ® MIN. DIA. SOLIDS - iQ PUMPS OFF 16.00. ® IMPELLER DIA. (MM)- 6 INCH ® BOTTOM OF WET WEIL 14 -50 - COMPONENT LEGEND MCB - MAN GRCUIT BREAKER FR - FLOAT REGULATOR EC9 - EMERGENCY CIRCUIT BREAKER - CTR - CONTROL TRANSFORMER MCP - MOTOR CIRCUIT PROTECTOR C/S - CIRCUIT BREAKER ETM - ELAPSED TIME METER AN _ ALARM HORN CCB - CONTROL CIRCUIT BREAKER PI/P2_ - PUMP 1/PUMP 2 AN S - ALARM HORN SILENCER LA - UGHTNING ARRESTOR - ECR - EMER GENERATOR PECEPTACIE SC - START CAPACITOR (1f) MS - MOTOR STARTER RL - PUMP RUN INDICATORS RC - RUN CAPACITOR 18) SR - START RETRY (1B OL - OVERLOAD HEATERS PTS - PUMP TERMINAL STRIP H - HAND - OFF - AUTOMATIC SWITCH OF - DUPLEX GRND. FAULT RECEPT- GRO- GROUND - FS _ FUSE ALT - PUMP AUTOMATIC ALTERNATOR R - RELAYS VM/PM - VOLTAGE/PHASE MONITOR RTS - REGULATOR TERMINAL STRIP. IPTS - INCOMING POWER TERM. BLOCK N - NEUTRAL NTB - NEUTRAL TERM. BLOCK OA- OVERLOAD PUMP ZING BAIL 1.5:1 'b FIBERGLASS ACCESS HATIaR 8 COVER (LOCKABLE AND WATER TIGHT) - SCH 80 PVC UNION OR FLANGE FIBERGLASS WET WELL / FIBERGLASS VALVE BOX / - (LOCKABLE AND WATER TIGHT) Y PVC DRAM LINE I) - - VALVE PVC DISCHARGE LINE PVC DISCHARGE EMERGENCY PUMP OUT W/ WICK CONNECT CPLG. LIFT STATION.- PLAN VENT FIBERGLASS VALVE BOX FRP VALVE BOX E34 - ( 24 "x 30" x 30" D) 1 -1 /4 "x 2" _ - PVCIRCItEASFR EMERGENCY PUMP OUT - 2 "SCH 80 PVC W/ QUICK CONNECT CI°LG. - N GRADE _ ABLE HOLDING BRACKET s1) _ 2.0'* PVC. i sai DISCHARGE LINE FN SS UFTING CABLE CATE VALVE - - EL 2" PVC DRAIN LUG ('P -TRAP? CHECK VALVE - - - - 36" FILL . BOX AS NEEDED WITH - 2' MIN. CONCRETE TO PROVIDE PROPER DRAINAGE Qt BALLAST - -1 4' SCH 80 PVC SLIDE RAILS (1 -1 4" SOH 40 AISI 304SS PIPE) -PUMP DISCHARGE WITH SEAUNG FLANGE - ki-CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION 1.00 VD3 MAKE MONOUTHIC POUR VATH BOTTOM SLAB `-CONCRETE BASE SLAB AS PER " `BASIN AND- FLOTATIGN FLANGE SPECIFICATIONS W/ 9 4 REGAR 18 O.C. LIFT STATION -SECTION SWITCH DISID" CONTROL PANEL GENERATOR RECEPTOR MODEL N0. A3O42 LOAF) UNISTRIIT (OR EO.), 3/4 " HOSE 8188 3/41e GALV RISE SLEEVE REQUIRE). TO WATER SUPPLY jI I `GROUND ROD l\ NOTE: 1L REDUCED PRESSURE (RPZ) SACKFLOW PREVENTER TO SERV TO SE INSTALLED IN WATER SUPPLY UNE TO - (VERIFY LIFT STATION .FEBCO MODEL /825Y OAr ELECTRICAL RISER — LIGHTNING ARRESTOR FIELD MOUNTED BY ELECTRICIAN SEAL OFFS -(2') 2)- 2" CONDUITS REQD FOR 2 HP PUMPS 3)- 2" CONDUITS S FOR 3 HP AND WATER LEVEL CONTROL TO PUMP NO. 1 TO PUMP NO. 2 2" GAL PIPE OR EQUIV. POSTS -GONG. SLAB 48 "L.12 "Wx10 'D OR GONC. 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M n9HIS epap.M Y. - Wmlla'M Oav:ce rase rAhr Hw 601/. B. This Fz Men does r,K —11 wlen .pk la haey «norrme In x,e ere ­l) m - @ wvk zme sNn Nyp s« Jm «. na ad4. - _ - CONDIT IONS, ore want« Mm Beem -9. ra 9ener:l Tez reNVrremws m mdmwpr_raorma /w. rarer ro lodes Mw 600. - WNERE AXr.VFrNGE. ENIIWwr. Rcr(vrrlES- . - - ERHER SpbYlDER aVa Two%Exr f _ drrsreE rxe 6opw w usr : oFwuprrop - FOOT DESIGN STANDARDS �np rxriEx xE MULTILANE, WORK WITHIN TRAVEL WAYS 7/01!09 - FY 2012/2013 MEDIAN OR OUTSWE LANE 613 s7o� P a . b oPUarlm mumuwm AM art - - - (Nmlee TMBwra -rla w [ram _ @ @ zwp w we sl«le. wY w @ m @ b b @ a @ @ 1%! /� i! /!/ D E0 ROAD - s! «s - ROAp wA1A - �q` - ReopNUl Te a °TrNNC - - I MILE ROAn - 5PF�IDIG - - - VMEN - - - PRESENT - _ pa[wpry F re a oufslae�a on aura war. EVEN PAVEMENT - Arw emrde1 pn �NnR dtmr[rwM MI M® - . Npamd Cursrds T µCle� z MI m e. selaa.e er a Maly a n, uw - @ b o D @ @ • • • Y-' -SZif i @ am RO.D wmr ROAD xl«ee 0r 1 peopema rao T a: i ufLE RoPmx - SPEEDING FINES 'MIII: - DOUBLED �p°ra x mu ab n MEN WDRKERS IxaNlr z ro < outade Ee« w °:rqa war. - PRESENT UNEVEN PAVEMENT - INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC oESUrrrtox: PfluT9x ®EDDY DESIGN STANDARDS MULTILANE, WORK WITHIN TRAVEL WAY 7/07/0 FY 1012/2013 MEDIAN OR OUTSIDE LANE 673 2 r7 r U H � eN D ° IN WNMt`F 0 00 ul i J CLm0 °M �< F U) SStgr OQNN i ED M02X �Ur W W@. LL ma W N Van ZU N n U v ZK QZ W g? W >z zm�' z to z ��° W J_ Q F— W 0 m Z 0 r WO Z 0z U Z � Q 0 0 U- 0 W OLL of 0 co Q J W W ❑ F, J G Wz J Q 0 ) m }O F U AARON J. BOWLES FL P.E #55313 -AUG 2 9 2013 SHEET C11 OF 11 13 -107 al g Jdas eMrl m rmmrmm+rlm wawme rap Hoer. _ _ _ R,p uM r rmn m a • K• o J p # fTV.,ffi! Ipe mraya,ra m r �- k M rvM arm rw r rrm cwgirrae Pms•.r K K• open ,aps ®ry mar D wMn Nm pda 6vma m drop ' ' t - - tram y E�W rare swu -Brno rXMM ®awaM - r trams � � � r r _ - I Z ' 6 Mlse•rgs ra' mprnbl shNl ae a a vnllaw rl@n flu) ro a,a rI9M a/ oar O e, / Orherar � Lceilv:[e Iwmp � . � - c r xrn_ Her M..pend ro r xra m n#pam domwme wMp gp.gm q e /� { /DINT PATTERN WHEN CONCRETE DRIVE CONSTRUCTED _ / Lz-I— z - _ _ - - - TURNOUT WITHOUT SIDEWALK - - w(un r+r o •stare uParalm r rxrwrlanp• wd cmm.r x01 xa s - m K'0pm sorpsgrom _ m c ap wr•wa/mrrmp 4T,dd K � r W R � FWf xpyN Mb 4nvrh va lea K',eLR - - � W ,ehX ? B� d sdmrpl - Flare ° ° B Oe.aM1 Nre RmPa M { Brlvaar F B rvwrq O El, yl raemwh ENmp« uM �p M Mn 10 M M tripe W ae Aw# wher<mell1w. aped Five ter TraMperw'm PImU. /es RC s�aaruee _ _ Pa0 B Br�➢rCUrt a Mn Taw NmRS farq! K xryulM - - « Me Bmm� vaNS1 m nk Rd use rMn s - e ti „Mr erearwa; / /k - r - TURNOUT WITH SIDEWALK AND - - - TURNOUT WITH SIDEWALK AND - - UTILITY STRIP (IO' OR GREATER) - - UTILITY STRIP (LESS THAN 10') - - - SPECIAL NOTES F FOR URBAN FLARED TURNOUTS - - D DESIGN NOTES FOR URBAN FLARED TURNOUTS weal Np e,N:dal uA - - 6. Dapartww[ mapana,Xe e% paeae #+hall «rem nrt co Me rtpN Amu er S a ass App /raefmf are [nose tits sl°pes Nor rm Huse - rmbvNOn r«rNremwas a saab 3]3 ant 5A respenrrtlr aI rM Pom B Bark e1 sltlavlt rWrMa Elsranre Is less. - - w wmnmp tlnp fw,rewesmtahe s[apdazd p,snier veMaes uNa IWIr Nedetl suearrkN 59H°nf T TM maMeMrwe am mrNlm a Nphway IIpM / «, frYrlr ppMls, avwlaNd N e «MV B drop rare ra pill /c n'aewk nro raps Ma m rmeres xaa a m:ImleN, am p wrvr (mlmm M'wayloN ap[WCalwa m row tits slopes slur rsr roux An `�`mee maNMa m w aa. Myr«a,a. +,Mies(« .welau'en am r r��°'rl m.r� �M a:;.era�, (; ia`m.ve m en. °ra�r"ae�r �n e>'�^�e:elr°dQd:md..,,. Mre wwe ma pay. rM ea#r« r«a mrNepe .m +�Nmn9 rnaarka rot me mrcn« er rA. saa. - - rota mnso-urree lv awrtlaxa rhh Mmes X «. 1 am z 9 9. M apnlm awl waHm IMWIm for Me oswplm a IM mnMrNm huts as r repesertalve #emaa rrWS. vpw. puss aid revMWlul rNk/« apa #its Ueda - ea# rot praerma Jp# lllkr snyl M Ilpye a me cenvNp - wrn;ttre i ire ererAeru nae Me rewareawnrs villa Me SuwurY m r M geld rot umw fee mrtrea apt pyM rw Ca,vae 9larwtlk k kIr Ivaemerrl werfnwgs m FeomaMr p¢pulnempds Fw TUrvov[f. tlw'0eru-N AsMY. the aNpli aW°M - _ am rM dcNl a Nmlfs fn clMrinp a yrvDNm, p pp, M +Imxam suaary rrass/m Mlv «a,s r1M a crm.: ale« morn fn tNS w wnmr spmTl� Hare type ant «qz are fo b romVUam. fM rY« snail b eWpMro1 /n Note See stwlt I for 'GENERAL NOTES U URBAN. FLARED TURNOUTS - - - - - OT DESIGN O Table 11 Buffer Space and Taper Lent r.pa I.nyrn sam nr Mla.r (mpN s°am Trmwklml ula a Iss Iss - 36v S40 495 Dell- ac /n 1. d - res nc) ' - _ - Nd•�IV.yh rash/ tr mm: - rmpN r ell er NA uan DISTANCE BETWEEN SIGNS - GENERAL NOTES mm.aurpa alc rlay rz, usr sP�re sP'rd'p rRJ I..a[ ,Prrarm anon m <ortlMa ro eM rrwk tone rarvlq me ,drat«_ R fees own re Want. rasa went. ', a wnrmd nlNaq, em mml., #pM .a yampl ar m « e.mm. W 1. 70 • w'°'e'em d ;:;. �r""N, 50 mpa w Is perlenee In tM malts lm m Mrlam M9mnYa Me tDwaelraM 6erke yen I +lmwrtm - s Iv#m spree I(mlr fwaN ^ r - I 55 mad er w «ta. rOW am laf /m amts artl lane eMS apns aW#Ifvtm /a rM rleM Ira «asN ant Ira em apne I rM nyAD wolu a w M rase - rwd apples ra umn(dM Myaga .lM rM l:nmlig ercepilam DURATION NOTES { s+an mernae m rM rmpv woRa' arEM wk sMll M m MwrmM1 rrtNn eM mmlA Nre - rt rM rwvrmre raven °a, n� as owlets Ior Hurt epemiom Nsa Man ? alts antl tM IIrGM L4YE [lD9ED K XnE ranee a arm¢ sllNl ae psm Nmq Me ceNe-Ilx agaly wo aea -am era r ErB9EB RN rl" - evaea es rM warNg r a rM ,Ark area -. rc a � � we .a .nE�rMr. ra ,pwnma .r m .pwralmaary as mlmrr+. +IoM, a,m.,enamp er.irca. - °a work m umlvlem N9MeYS vrws evens fM ceraerllM m «m ®vwd «Dent mNlen lanes. m send, 010 Dala sere awy II a Me IaB«lM mmb'mw { - —sou a+rwd Dne Ron wpRR HIEAP ape pr - u. Iw.nw pn I...pyrm m m.. «r«M er exn r«erq. a sv� rwr m .s mon> re.e ran a mater earMots rpuwer u.lw. a. sINp em mark rpo( rialto a. ro M wmme m.rmnepr rim IxenxFXr woRR sroPraemaM hr.vk at,. al #.rc j a an ranter: a zl rnm M wen: H eats pveymma am IM MpNY.r Is qen m mark. 0e #r, r< il eM rapes Iwpen mwalMa pal [o m mrp(uiry a Me .memeY w ee« rmsMaK. - - ft a na re rM iMVtle+M NM b ormpea hr . ilea s w layu, rolpen ewI outdo Mn rvk e m ymanVe ron n ao smurcp�w n e np apesrm rr oereuu- a to rm rm vw m rsml m .rce My may. - - - , lnM, w M yon •mArn. re larom SYMBOLS s. wMn em,a Mwmaa nmM a .rots a e rL v ran m aorrd. aawplmnp riot °= snen M vats ro w ev.ra, «. - a a. m.MIM la«r m an.N .awmrra o-ark re mmn •onto rM o-a..l ® a® - - - ar sv Imo Bo. nz rw edpPrmr Npa towered. - m m�mu� Yu v E 9 { �sl9n woe Iar is rl6n.r wawra rM NPmry rMdn rMTpe sots, mmnoMr Tre arvlres.sNB a Plxaa.m Arex «. n. 9 n «. aA nw m9�� 0ra«s FI« Mtl Tyq B Ilph[ na gpluere TCZ lme.ea. M n9HIS epap.M Y. - Wmlla'M Oav:ce rase rAhr Hw 601/. B. This Fz Men does r,K —11 wlen .pk la haey «norrme In x,e ere ­l) m - @ wvk zme sNn Nyp s« Jm «. na ad4. - _ - CONDIT IONS, ore want« Mm Beem -9. ra 9ener:l Tez reNVrremws m mdmwpr_raorma /w. rarer ro lodes Mw 600. - WNERE AXr.VFrNGE. ENIIWwr. Rcr(vrrlES- . - - ERHER SpbYlDER aVa Two%Exr f _ drrsreE rxe 6opw w usr : oFwuprrop - FOOT DESIGN STANDARDS �np rxriEx xE MULTILANE, WORK WITHIN TRAVEL WAYS 7/01!09 - FY 2012/2013 MEDIAN OR OUTSWE LANE 613 s7o� P a . b oPUarlm mumuwm AM art - - - (Nmlee TMBwra -rla w [ram _ @ @ zwp w we sl«le. wY w @ m @ b b @ a @ @ 1%! /� i! /!/ D E0 ROAD - s! «s - ROAp wA1A - �q` - ReopNUl Te a °TrNNC - - I MILE ROAn - 5PF�IDIG - - - VMEN - - - PRESENT - _ pa[wpry F re a oufslae�a on aura war. EVEN PAVEMENT - Arw emrde1 pn �NnR dtmr[rwM MI M® - . Npamd Cursrds T µCle� z MI m e. selaa.e er a Maly a n, uw - @ b o D @ @ • • • Y-' -SZif i @ am RO.D wmr ROAD xl«ee 0r 1 peopema rao T a: i ufLE RoPmx - SPEEDING FINES 'MIII: - DOUBLED �p°ra x mu ab n MEN WDRKERS IxaNlr z ro < outade Ee« w °:rqa war. - PRESENT UNEVEN PAVEMENT - INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC oESUrrrtox: PfluT9x ®EDDY DESIGN STANDARDS MULTILANE, WORK WITHIN TRAVEL WAY 7/07/0 FY 1012/2013 MEDIAN OR OUTSIDE LANE 673 2 r7 r U H � eN D ° IN WNMt`F 0 00 ul i J CLm0 °M �< F U) SStgr OQNN i ED M02X �Ur W W@. LL ma W N Van ZU N n U v ZK QZ W g? W >z zm�' z to z ��° W J_ Q F— W 0 m Z 0 r WO Z 0z U Z � Q 0 0 U- 0 W OLL of 0 co Q J W W ❑ F, J G Wz J Q 0 ) m }O F U AARON J. BOWLES FL P.E #55313 -AUG 2 9 2013 SHEET C11 OF 11 13 -107 Dell- ac /n 1. d - res nc) ' - _ - Nd•�IV.yh rash/ tr mm: - rmpN r ell er NA uan DISTANCE BETWEEN SIGNS - GENERAL NOTES mm.aurpa alc rlay rz, usr sP�re sP'rd'p rRJ I..a[ ,Prrarm anon m <ortlMa ro eM rrwk tone rarvlq me ,drat«_ R fees own re Want. rasa went. ', a wnrmd nlNaq, em mml., #pM .a yampl ar m « e.mm. W 1. 70 • w'°'e'em d ;:;. �r""N, 50 mpa w Is perlenee In tM malts lm m Mrlam M9mnYa Me tDwaelraM 6erke yen I +lmwrtm - s Iv#m spree I(mlr fwaN ^ r - I 55 mad er w «ta. rOW am laf /m amts artl lane eMS apns aW#Ifvtm /a rM rleM Ira «asN ant Ira em apne I rM nyAD wolu a w M rase - rwd apples ra umn(dM Myaga .lM rM l:nmlig ercepilam DURATION NOTES { s+an mernae m rM rmpv woRa' arEM wk sMll M m MwrmM1 rrtNn eM mmlA Nre - rt rM rwvrmre raven °a, n� as owlets Ior Hurt epemiom Nsa Man ? alts antl tM IIrGM L4YE [lD9ED K XnE ranee a arm¢ sllNl ae psm Nmq Me ceNe-Ilx agaly wo aea -am era r ErB9EB RN rl" - evaea es rM warNg r a rM ,Ark area -. rc a � � we .a .nE�rMr. ra ,pwnma .r m .pwralmaary as mlmrr+. +IoM, a,m.,enamp er.irca. - °a work m umlvlem N9MeYS vrws evens fM ceraerllM m «m ®vwd «Dent mNlen lanes. m send, 010 Dala sere awy II a Me IaB«lM mmb'mw { - —sou a+rwd Dne Ron wpRR HIEAP ape pr - u. Iw.nw pn I...pyrm m m.. «r«M er exn r«erq. a sv� rwr m .s mon> re.e ran a mater earMots rpuwer u.lw. a. sINp em mark rpo( rialto a. ro M wmme m.rmnepr rim IxenxFXr woRR sroPraemaM hr.vk at,. al #.rc j a an ranter: a zl rnm M wen: H eats pveymma am IM MpNY.r Is qen m mark. 0e #r, r< il eM rapes Iwpen mwalMa pal [o m mrp(uiry a Me .memeY w ee« rmsMaK. - - ft a na re rM iMVtle+M NM b ormpea hr . ilea s w layu, rolpen ewI outdo Mn rvk e m ymanVe ron n ao smurcp�w n e np apesrm rr oereuu- a to rm rm vw m rsml m .rce My may. - - - , lnM, w M yon •mArn. re larom SYMBOLS s. wMn em,a Mwmaa nmM a .rots a e rL v ran m aorrd. aawplmnp riot °= snen M vats ro w ev.ra, «. - a a. m.MIM la«r m an.N .awmrra o-ark re mmn •onto rM o-a..l ® a® - - - ar sv Imo Bo. nz rw edpPrmr Npa towered. - m m�mu� Yu v E 9 { �sl9n woe Iar is rl6n.r wawra rM NPmry rMdn rMTpe sots, mmnoMr Tre arvlres.sNB a Plxaa.m Arex «. n. 9 n «. aA nw m9�� 0ra«s FI« Mtl Tyq B Ilph[ na gpluere TCZ lme.ea. M n9HIS epap.M Y. - Wmlla'M Oav:ce rase rAhr Hw 601/. B. This Fz Men does r,K —11 wlen .pk la haey «norrme In x,e ere ­l) m - @ wvk zme sNn Nyp s« Jm «. na ad4. - _ - CONDIT IONS, ore want« Mm Beem -9. ra 9ener:l Tez reNVrremws m mdmwpr_raorma /w. rarer ro lodes Mw 600. - WNERE AXr.VFrNGE. ENIIWwr. Rcr(vrrlES- . - - ERHER SpbYlDER aVa Two%Exr f _ drrsreE rxe 6opw w usr : oFwuprrop - FOOT DESIGN STANDARDS �np rxriEx xE MULTILANE, WORK WITHIN TRAVEL WAYS 7/01!09 - FY 2012/2013 MEDIAN OR OUTSWE LANE 613 s7o� P a . b oPUarlm mumuwm AM art - - - (Nmlee TMBwra -rla w [ram _ @ @ zwp w we sl«le. wY w @ m @ b b @ a @ @ 1%! /� i! /!/ D E0 ROAD - s! «s - ROAp wA1A - �q` - ReopNUl Te a °TrNNC - - I MILE ROAn - 5PF�IDIG - - - VMEN - - - PRESENT - _ pa[wpry F re a oufslae�a on aura war. EVEN PAVEMENT - Arw emrde1 pn �NnR dtmr[rwM MI M® - . Npamd Cursrds T µCle� z MI m e. selaa.e er a Maly a n, uw - @ b o D @ @ • • • Y-' -SZif i @ am RO.D wmr ROAD xl«ee 0r 1 peopema rao T a: i ufLE RoPmx - SPEEDING FINES 'MIII: - DOUBLED �p°ra x mu ab n MEN WDRKERS IxaNlr z ro < outade Ee« w °:rqa war. - PRESENT UNEVEN PAVEMENT - INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC oESUrrrtox: PfluT9x ®EDDY DESIGN STANDARDS MULTILANE, WORK WITHIN TRAVEL WAY 7/07/0 FY 1012/2013 MEDIAN OR OUTSIDE LANE 673 2 r7 r U H � eN D ° IN WNMt`F 0 00 ul i J CLm0 °M �< F U) SStgr OQNN i ED M02X �Ur W W@. LL ma W N Van ZU N n U v ZK QZ W g? W >z zm�' z to z ��° W J_ Q F— W 0 m Z 0 r WO Z 0z U Z � Q 0 0 U- 0 W OLL of 0 co Q J W W ❑ F, J G Wz J Q 0 ) m }O F U AARON J. BOWLES FL P.E #55313 -AUG 2 9 2013 SHEET C11 OF 11 13 -107 P a . b oPUarlm mumuwm AM art - - - (Nmlee TMBwra -rla w [ram _ @ @ zwp w we sl«le. wY w @ m @ b b @ a @ @ 1%! /� i! /!/ D E0 ROAD - s! «s - ROAp wA1A - �q` - ReopNUl Te a °TrNNC - - I MILE ROAn - 5PF�IDIG - - - VMEN - - - PRESENT - _ pa[wpry F re a oufslae�a on aura war. EVEN PAVEMENT - Arw emrde1 pn �NnR dtmr[rwM MI M® - . Npamd Cursrds T µCle� z MI m e. selaa.e er a Maly a n, uw - @ b o D @ @ • • • Y-' -SZif i @ am RO.D wmr ROAD xl«ee 0r 1 peopema rao T a: i ufLE RoPmx - SPEEDING FINES 'MIII: - DOUBLED �p°ra x mu ab n MEN WDRKERS IxaNlr z ro < outade Ee« w °:rqa war. - PRESENT UNEVEN PAVEMENT - INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC oESUrrrtox: PfluT9x ®EDDY DESIGN STANDARDS MULTILANE, WORK WITHIN TRAVEL WAY 7/07/0 FY 1012/2013 MEDIAN OR OUTSIDE LANE 673 2 r7 r U H � eN D ° IN WNMt`F 0 00 ul i J CLm0 °M �< F U) SStgr OQNN i ED M02X �Ur W W@. LL ma W N Van ZU N n U v ZK QZ W g? 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TOILET ROOM MOUNTING HEIGHTS - ELEVATION L- ADA -NO- MIMl- S .DARO WATER 0.05ET .IM TANK TYPE PROVIDE FRTT TREATED TYPE BLOO(MG IN WALL FOR GRAB BAR ATTAG -T TOP OF GAB BAR TOP OF W.0 O]1TER OF TOIIET TI-E DISDEN`.�R MEZZANINE PLAN 1/4- - 1' -O•• Z ARCHITECTURAL O T 2 4 6 6 �1 ELEVATION A A.a I WOOD DECK I - - - - - - - - - - - - - - - - - I I I I I C" I SHELVWo O I I I° D. nave 17•_'3• � ox:TPwo�.�o a.� � aonT � I -LLL -P I `_ L_ < JI I Al PANEL I_ �_II 1 / 1 q g• / -- a -- , - - I r 4 N f4 J SHOWA)OM DISPLAY AREA pp $r n Ei' FLOOR 7 (1 23VB f' OPEN T BB BOFr. +.A,e..e B,e BOFT. . TOTAL O�LAY AIEA HIGH CEILING ABOVE 8 Cl 0 Brae✓® CONcFEm FLOOR TFelO oHoLir CHAIN LET MI 8• -0° 5.- i. OORDINAT 2X6 STUD W E HANDI S CIFICAT an A A.a I WOOD DECK I - - - - - - - - - - - - - - - - - I I I I I C" I SHELVWo O I I I° D. nave 17•_'3• � ox:TPwo�.�o a.� � aonT � I I � Im I � I I I� I� I� I I O XU A. --------- - - - - -- --------------------- - - - - -- - ---------------------- - - - -�y 4)] Z L FOOR PLAN 1/4.. _ ._o.. 17 ARCHITECTURAL O 1 2 4 6 8 vee N rn N �Of EK Q U 7 C J Hi \ W U Q � Q Qd-m � Q�CO U mo� f)f U C) �Q I w QW =CY)� > =Q I �of oNU5 QQ o z Q J LLJ L0 IL J 0-) W M `N z Q II Q J N �D 0 N i!� U E- Q Q (�wz�-- w ::D U) ���O M �zLO w O fW U) � Q — Pm)ec4 Ace[ B.T. Dce 07/04/13 A_ xRl. AS SHOWN L_ < JI I_ �_II 1 1 q g• z - - I r N f4 J SHOWA)OM DISPLAY AREA pp $r n Ei' FLOOR 7 (1 23VB f' OPEN T BB BOFr. +.A,e..e B,e BOFT. . TOTAL O�LAY AIEA HIGH CEILING ABOVE 8 Cl 0 Brae✓® CONcFEm FLOOR TFelO oHoLir r O MI 8• -0° I � Im I � I I I� I� I� I I O XU A. --------- - - - - -- --------------------- - - - - -- - ---------------------- - - - -�y 4)] Z L FOOR PLAN 1/4.. _ ._o.. 17 ARCHITECTURAL O 1 2 4 6 8 vee N rn N �Of EK Q U 7 C J Hi \ W U Q � Q Qd-m � Q�CO U mo� f)f U C) �Q I w QW =CY)� > =Q I �of oNU5 QQ o z Q J LLJ L0 IL J 0-) W M `N z Q II Q J N �D 0 N i!� U E- Q Q (�wz�-- w ::D U) ���O M �zLO w O fW U) � Q — Pm)ec4 Ace[ B.T. Dce 07/04/13 A_ xRl. AS SHOWN I I I J I IJ G C. L G V f-\ 1 I Ll I N 1/4.. a 1._0" B. I� G /--\ m C L- r— I I V IN A-2 1/4^ - 1 -o" SURVE N N c<:) Q H � m Fy Q O � J W H S H � d" W Q Q M4- m :02 O r: ry Q ::) CO U JOO @j �LL- mOw m 0, Q I w Qw =r-0 I,- to ESQ I � � [C) N w Q Q z o W W Ln J 0-) (Y] N Q r7 W Q J �D O 17)� U U O C) LL- E- QDz z z Q �lwzi= O W D (n Q LLnm w �DzL(-)w CQ <— Cn IJ rm;- snw B.T. ox. 07/04/13 �ro FFFaaaA- 2 AS SHOWN . Noxrx NK cr,mae,vs sNeaxsxw - ; �., IirtNa . iNO IT- soWSw'r ss¢seYsJ - fMl 3%•pC - - N — rD•PA,Y �,r mNnr \ yr<9j - - - T �L - 5 _ -- — � ,z z,s � r�• P.wr'R' xPAI �! # e+ `\ rI•,zu wNA \ 4 Aga rPA.aa LOT 4 \ \ BLOCK \\ tI, - \ 1 1 ar /r: oa N89 4 '17 E 2L71.05'(� 4- Btu p \ \ \ 7n SS7• 9 61a a nax\ `P \ \ a1 r - v owrY�lNO \ a - _ O. 2 Aca€cls. BEET $ \\ O s\ LOBLO 2 \ LESS VY JH 5.00 (n y g- Q6 urury Par l srr )' sec 6a• ae "=Bf / rto s � J _ � -� - -"�' —' `��• - - Lso_184b.3 t '( s0 _ — <z� NOT iHau .� as JPo _ my MAP OF - - - - - BOUNDARY & - TOPOGRAPHIC - SURVEY - GRAPHIC SCALE- - ' 2 E_ I' 20 4 LEGEND - - - FND.= FOUND - - ID = IDENTIFICATION- - I P= IRON PIPE P.B. = PLAT BOOK R = IRON ROD PG. = PAGE - CM =CONCRETE MONUMENT O.R.B. = OFFICIAL RECORD BOOK IRC = IRON ROD WITH CAP - (C) = CALCULATED EL.= ELEVATION (P) = PLAT TOO = TOP OF BANK (S) = SURVEYED RLW = RIGHT OF WAY RCP = REINFORCED CONCRETE PIPE FFE = FINISHED FLOOR ELEVATION cd = UTILITY POLE COVD = COVERED - xam = SPOT ELEVATION CONC = CONCRETE ® = WEAL OHW = OVERHEAD WIRES - - INDLWjWVER SUR VEV INC. PROFESSIONAL SLR VEYING AND 1t APPING CERTIFICATE OF AUTHORIZATION No. LB 7545 ' 1835 20TH STREET, VERO BEACH, FLORIDA 32960 PHONE (772) 569 -7880 FAX (772) 778 -3617 LOT 6 - - - - SLOCKC2 .. -..- - REVISIONS I DATE LOT I BLOCK 2 - LEGAL DESCRIPTION (AS PROVIDED), - A PORTION OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 1369, PAGE -1264, INDIAN_ RIVER COUNTY, FLORIDA- PUBLIC RECORDS - LOT 5, BLOCK 2, LESS THE SOUTH 5 FEET, AND LESS HIGHWAY RIGHT OF WAY, MIDDLETON'S SUBDIVISION OF CITY OF SEBASTIAN, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE 56, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. SURVEYOR'S NOTES 1. THIS SURVEY DOES NOT DETERMINE OR INDICATE LAND OWNERSHIP. 2. THE SURVEYOR DID NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHTS -OF -WAY, EASEMENTS, RESERVATIONS, DEED RESTRICTIONS, ZONING REGULATIONS SETBACKS, LAND USE PLAN DESIGNATIONS, ADJOINING DEEDS. LIENS, MURPHY ACT RIGHTS -0F -WAY, AREAS OF LOCAL CONCERN, OR OTHER SIMILAR JURISDICTIONAL DETERMINATIONS. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, R IS SHOWN SOLELY ON THE BASIS OF INFORMATION PROVIDED BY THE CUENT OR INFORMATION OTHERWISE KNOWN TO THE SURVEYOR AND MAY NOT BE COMPLETE. 3. UNDERGROUND UTILITIES BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE INDICATED. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF SURFACE INOICATIONS OBSERVED BY THE SURVEYOR AND MAY NOT BE COMPLETE ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED PRIOR TO EXCAVATION OR CONSTRUCTION. 4. JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCATED. 5. THE SURVEY DATE IS THE FIELD DATE SHOWN W THE TIRE BLOCK, NOT THE SIGNATURE DATE. 6. THIS SITE LIES WITHIN ROOD ZONE 'X' PER FLOOD INSURANCE RATE MAP 12061C0103H, DATED DECEMBER 4, 2012 7. BEARINGS BASED ON THE ASSUMPTION THAT THE NORTH UNE OF MIDDLETON'S SUBDIVISION BEARS N 90V0'00' E 6. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1968 REFERENCING INDIAN RIVER COUNTY BENCH MARK 'SMO03018' AT AN ELEVATION OF 6.72 NAVDBB. 9. TO CONVERT ELEVATIONS TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 PER INDIAN RIVER COUNTY BENCHMARK BOOK USE A FACTOR OF +1.42 - BURIED TREASURES ANTIQUES & COLLECTIBLES LOr 2 BLOCK 2 LOT 3 BLOCK 2 .w w� . 8T� 4�M V �a 4 T FIELD BD BOOK DRAWN SHEET NOTVAL WrEHOUTTHB$NGNATUREAND THE ORIGINAL RAISED 47 SPC SFALOFAR, WAlfG UBVEYOB AND MAPPER PAGE(5) SCALE , 'IEI.D DATE JOB # 1118/13 13 -109 $ C OEdMNE;__I_ DATE - OF FLORIDA REGISTERF�,}y1ND SURVEYOR - CD OF SEBAS�TtA �N HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589.5518 ■ FAX (772) 388.8248 www.cityofsebostiown.org DATE: August 30, 2013 TO; Members of the Planning and Zoning Commission RE. Proposed 149' Monopole Communication Tower 8920 86h Avenue — Adjacent to City Limits Tax Parcel Iii No. 31-38-26-00000-1000-00002.0 Indian River County Project #2012070049 SP- MI- 13 -03 -05 The City has been notified by Indian River County of a proposed stealth communication tower project, to be located on unincorporated county property, adjacent to city limits in the southwest sector, The 37 -acre parcel, known as the Russell property, is accessed by a road on CR 514 opposite from Treasure Coast Elementary School. The parcel is adjacent and southeast of Sebastian River Landing Subdivision Phase I1, adjacent and southwest of Sebastian Highlands hlands Unit 13, and directly south of Tract D, SIH Unit 13. In 2405 a portion of the tract was purchased by Marine Resources Council of East Florida, Inc. (MRC) for future development of an environmental educational center. Exhibit A indicates on an aerial the proposed location of the tower. Currently, the city properties noted above are all zoned residential, with laud use designations allowing a maximum of 5 units per acre. The Russell property is zoned for agriculture, with a rural land use allowing l unit per acre. The tower is required to receive a special exception approval from the County's Planning and Zoning Commission because of the nature of the area. After reviewing the inforirnation given; to us by the County, staff has concerns regarding how the proposed tower will affect existing residents in the area and future development of the MRC parcel. Russell. Communication Tower Page Z of In 2002, the City adopted LDC Article 23, Telecommunications Facilities Standards, which in Section 1 states that its purpose is to provide "for the appropriate location and development of telecommunications facilities in the City of Sebastian, including prohibition of new telecommunication facilities in areas zoned for residential use, " to minimize "adverse visual impacts of telecommunications facilities through careful design, siting, landscape screening and innovative camouflaging and promoting use of alternative telecommunication tower structures as a primary option rather than construction of additional single -use towers ", and avoid "potential damage to adjacent properties from tower or antenna failure through engineering and careful siting of telecommunications tower structures and antennas." In reviewing the site maps provided (Exhibit S, C, & D), staff considered the proposed setback of the tower with regards to development of the adjacent MRC parcel, and compared the setback requirement of the city's code. The setback required by the city would be the existing setback of the zoning district or a setback equal to the height of the tower, whichever is greater. In this case, the tower would be required to be located 149 feet from a property line, with the intention that if the tower were to fall, or fail by a structural event; it would not end up on the adjacent property, minimizing off -site damage. The proposed setback of the tower structure on the Russell property, not including the ground equipment area, is 61 feet, which is the requirement of the county cede, calculated at this distance because the tower structure is using '`breakpoint" design technology. In the County's TRC's comments dated 1212811.2 (Technical Review Committee), County staff wrote "Since the property is near the municipal boundary of the City of Sebastian, and could be annexed in the future, please coordinate with the City of Sebastian regarding the City's tower regulations and whether the tower could be conforming if annexed." The applicant has not contacted city staff, and if annexed, based on the setback requirement of the city and the residential zoning in the area, the tower would be non - conforming if located within city limits. The City also noted that County staff, in its various TRC comment documents, has concerns as to how the 149' flag pale tower is designed to blend into its surroundings and be aesthetically compatible with existing and proposed uses of the site. Currently, the site is an grange grove, with possible future plans for a greenway or a passive recreation area.. The City was given two photo sirrnulations, created by the applicant, imposing the flag tower at its proposed location as seen from the Treasure Coast Elementary School and from the Sebastian River High School. Staff's position is that the photo depicts a structure that appears "out of place" and aesthetically displeasing. Russell Communication Tower Page 3 of 3 In conclusion, staff agrees with some of the County's concerns as outlined in the above two paragraphs. Additionally, the City feels development of the MRC property, whether as an educational center or with single- family homes, may be hindered because of the siting of the tower and the proposed setback. We feel that the tower should be placed within an industrial or commercial area, closer to I -95, or at least as an alternative- design mounted structure on one of the area's existing commercial buildings. The proximity to the residentially -zoned areas, along with the out -of- place design of the stealth structure, setback and future development concerns, mould have had staff recommend denial of this project if the location was within the City's jurisdiction. As such, we would request the Sebastian Planning and Zoning Commission accept our position, and make a motion to forward our comments to the Indian River County Community Development Department staff, and the IRC Planning and Zonin Commission for consideration at its review of the application at their September 26"' meeting,. D. 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CORNER OF S SEBASTIAN HIGHLANDS, UNIT 13" FND 1/2' IR (CA i TER) TRACT "D" OF "SEBASTIAN HIGHLANDS, UNIT 13" PLAT BOOK 7, PACE 82 SOUTH LINE OF 'SEBASTIAN HIGHLANDS, UNIT 13' & NORTH LINE OF S.W. 1 /4 OF N.E. 114 OF SECTION 26 �� S89 °53'181, 734.97' r I -- - - -- -- -- -- -- i NT OF 13MINNING S891153118 °e, 50.00' I � z ESS EASEMENT "" SET 5/8" IR —._ — — — SET 518' IR — ` — — — — — SN05318wE_300AM_ (PACKARD} (PACKARD) 8" IR — — — __I — — — — — — _S: , 50'x50' SCI TOWERS, LLC I PA KXRD) PROPOSED 25' ACCESS POINT OF BEGINNING lu LEASE AREA — -- - - - - -- & UTILITY EASEMENT - -' -- LEASE PARCEL - - ®I � � I s= I g� SIFT Pl�ft IR — i ®a�is�nv— :ao' sI_T � ° IR 4 I 0�'' -w (R/�C�{AID} (PACKARD) , g I 50.00 I I 30.0' r 8'x DIRT ROAD 331.00' SET 5/8' IR-I,/.-- ° (PACKARD) PROPOSED 10'-J LANDSCAPE BUFFER PARCEL J3138260D000100000002.0 JOHN M. RUSSELL 8920 86TH AVE, VERO BEACH, FL 32967 (LANDS OF O.R. 2047, PACE 8313) LEASE, ACCESS / UTILITY EASEMENT & TOWER DETAIL PROPOSED TOWER 7 I N-2-P45-34.51 J W- 80'30'06.96 SET 5/5" IR (PACKARD) -N89053'l8'W, 60.00" �S w i° 8 z a ir 2 Ivy W CL CIL v W U W CL 4A J W DRAWN BY: RMP CHK'D BY: DATE: 4/9/13 DWG #: D -13 -60 NOTES: FILES JOB f: 13 -60 SHEET 1 OF 1 X .Q i X W rr = r I z or �a a I I 3r- w 04 a a 0' Lu a J c l I I o 331.00' SET 5/8' IR-I,/.-- ° (PACKARD) PROPOSED 10'-J LANDSCAPE BUFFER PARCEL J3138260D000100000002.0 JOHN M. 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