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09-15-2016 PZ Agenda
lM1 BAST_" HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589.5518 ■ FAX (772) 388-8248 AGENDA PLANNING AND ZONING COMMISSION THURSDAY, SEPTEMBER 15, 2016 — 6:00 P.M. CITY COUNCIL 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MAYBE INSPECTED IN THE OFFICE OF COMMUNITY DEVELOPMENT 1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CITY WEBSITE CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS AND/OR AGENDA MODIFICATIONS Modifications and additions require unanimous vote of members. Deletions do not apply. 5. APPROVAL OF MINUTES Regular meeting of August 18, 2016 Regular meeting of November 19, 2015 6. QUASI-JUDICIAL PUBLIC HEARINGS • Chairman opens hearing, attorney reads ordinance or resolution or title • Commissioners disclose ex -parte communication • Chairman or attorney swears in alt who intend to provide testimony • Applicant or applicant's agent makes presentation • Staff presents findings and analysis • Commissioners asks questions of the applicant and staff • Chairman opens the floor for anyone in favor and anyone opposing the request (anyone presenting factual information shall be sworn but anyone merely advocating approval or denial need not be sworn in) • Applicant provided opportunity to respond to issues raised by staff or public • Staff provided opportunity to summarize request • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Quasi -Judicial Public Hearing — Site Plan Modification — City of Sebastian Police Department — 3000 SF Police Evidence Building — 1201 Main Street — Public Service (PS) Zoning District B. Quasi -Judicial Public Hearing — Site Plan — AutoZone — 7,762 SF Auto Parts Retail Store — 9150 Sebastian Boulevard — Commercial General (CG) Zoning District UNFINISHED BUSINESS 8. PUBLIC INPUT Public Input on items other than on the printed agenda, is five minutes, however, it can be extended or terminated by a majority vote of members present 9. NEW BUSINESS A. Request for Expanded Outside Display Area in the Riverfront Overlay District — Section 54-4-21.3(b)(1) — Harry B's Golf Carts —1400 Highway #1 10. COMMISSIONERS MATTERS 11. CITY ATTORNEY MATTERS 12. STAFF MATTERS 13. ITEMS FOR NEXT AGENDA 14. ADJOURN HEARING ASSISTANCE HEADPHONES ARE AVAILABLE IN THE COUNCIL CHAMBERS FOR ALL GOVERNMENT MEETINGS. All Planning and Zoning Commission Meetings are Aired Live on Comcast Channel 25. ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONYAND EVIDENCE UPON WHICH THE APPEAL IS TO BE HEARD. (F.S.286.0105) IN COMPLIANCE WITH THE AMERICAN WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS A SPECIAL ACCOMMODATION FOR THIS MEETING SHOULD CONTACT THE CITY'S ADA COORDINATOR AT 589-5330 AT LEAST 48 HOURS IN ADVANCE OF THIS MEETING. 2 Also Present Mr. Ken Kilgore, Finance Director Ms. Marissa Moore, Community Development Director Mr. Frank Watanabe, City Engineer Ms. Dorri Bosworth, Planner Ms. Susan Mann, Recording Consultant Ms. Dale Simchick, IRC School Board Liaison was not present 4. Announcements and/or Agenda Modifications Mr. Roth announced that Mr. McManus is absent and Mr. Hughan will be voting in his place. Ms. Moore introduced Ms. Mann and explained that she will be attending the Advisory Board Meetings as Recording Consultant and will transcribe the minutes. 5. Approval of minutes — none 6. Public Hearings — none 7. Unfinished Business — none 8. Public Input Mr. Roth stated that Public Input will be permitted on Items under New Business. He suggested that because the review of the CIP might be lengthy the New Business be reordered to allow the resident to present his application first. CITY OF SEBASTIAN PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING 06 AUGUST 18, 2016 (3) C C .N � 1. Call to Order — Chairman Roth called the meeting to order at 6:00 pm.An p 2. Pledge of Allegiance was recited by all. a. E 3. Roll Call C O U 3 Present: Chairman Roth Mr. Dodd W Vice Chairman Reyes Mr. Hughan (a) Mr. Alvarez (a) Ms. Kautenburg cc C Mr. Carter Mr. Qizilbash M C Q)0 22 CL CL Excused: Mr. McManus CO N Q Q Also Present Mr. Ken Kilgore, Finance Director Ms. Marissa Moore, Community Development Director Mr. Frank Watanabe, City Engineer Ms. Dorri Bosworth, Planner Ms. Susan Mann, Recording Consultant Ms. Dale Simchick, IRC School Board Liaison was not present 4. Announcements and/or Agenda Modifications Mr. Roth announced that Mr. McManus is absent and Mr. Hughan will be voting in his place. Ms. Moore introduced Ms. Mann and explained that she will be attending the Advisory Board Meetings as Recording Consultant and will transcribe the minutes. 5. Approval of minutes — none 6. Public Hearings — none 7. Unfinished Business — none 8. Public Input Mr. Roth stated that Public Input will be permitted on Items under New Business. He suggested that because the review of the CIP might be lengthy the New Business be reordered to allow the resident to present his application first. PLANNING AND ZONING COMMISSION PAGE 2 MINUTES OF REGULAR MEETING OF AUGUST 18, 2016 MOTION: by Dodd/Qizilbash to move Item B before Item A under New Business. Motion was approved unanimously by voice vote. 9. New Business B. Accessory Structure Review — LDC Section 54-2-7.5 – 837 Landsdowne Drive — 24' X 41.6' Detached Garage — Steven Steinacher & Linda Soeder Ms. Bosworth stated that the application was made by Steven Steinacher & Linda Soeder, 837 Landsdowne Drive for the construction of a 1,000 square foot concrete block detached garage on a vacant lot next to their home. Regarding Item F/Page 2 of the Staff Report, she clarified that although the drawings show a difference in height of the garage and the house that after reviewing the original house plans the two structures would be the same height. She continued that the owners have been very diligent during the process. They are aware of the need for 12 trees and 31 shrubs placed around the outside of the concrete driveway prior to Certificate of Completion. She stated that the structure will match the house in color and material. She concluded that Staff recommends approval with the landscaping and hedging condition. Mr. Dodd thanked Ms. Bosworth for her clarification of the height and called on Mr. Steinacher to address the application to the Board. Mr. Steinacher, 837 Landsdowne Drive stated that he wants to construct a detached garage. Mr. Dodd asked if the concrete pad was intended for outside storage. Mr. Steinacher responded no, the drive way is intended to allow access to all the entrances without need to move any vehicles. He advised the Board that a better grade of shingle will be used, but will match the house. Also color, soffits, roof pitch and gutters will match the house. He stated that the garage will have its own electric meter. Mr. Reyes asked if the separate meter indicated that the garage would be rented. Mr. Steinacher responded no, that the meter is to allow for more electric service and the use of equipment requiring more electric. Mr. Steinacher responded to Ms. Kautenburg's concern about auto repairs being conducted by explaining that he plans to restore cars for his own personal use. Mr. Reyes stated that the issue of height as shown on the applications has been a problem in the past. He suggested revising the application and using the term elevation rather than height. Ms. Bosworth responded that Staff has worked with various projects in the past where height differences between the house and the accessory structure has come into question and the difference was able to be addressed. She stated that Staff will be happy to look into revising the Code if so desired. Mr. Dodd agreed that looking into changing the verbiage might improve clarity. PLANNING AND ZONING COMMISSION PAGE 3 MINUTES OF REGULAR MEETING OF AUGUST 18, 2016 Mr. Qizilbash stated that he feels that applying the commercial foundation landscaping requirement is too stringent for a residence. Ms. Bosworth explained that the Code was intended for large structures so the landscaping would reduce the visual impact of such large wall surfaces. She stated that because of the size of this structure Staff felt the landscaping required would be appropriate. Mrs. Bosworth stated that Staff recommends approval of the 1,000 sq. ft. detached garage at 837 Landsdowne Drive with the condition that the requirements for the foundation landscaping and amount of trees required for a double lot is met prior to Certificate of Completion. She explained that Staff will work with the owners to determine how many additional trees are needed. MOTION: by Reyes/Hughan "approve accessory structure at 837 Landsdowne Drive as submitted, with the condition in the approval for the landscaping of the property." ROLL CALL: Mr. Hughan (a) yes Mr. Qizilbash yes Ms. Kautenburg yes Mr. Roth yes Total vote was 7-0. Motion Carried Mr. Dodd yes Mr. Reyes yes Mr. Carter yes A. Recommendation to City Council — Review of Capital Improvement Program and Capital Outlay Items Greater than $50,000 — 6 year Schedule FY 2016/2017 through 2021/2022. Mr. Ken Kilgore, Finance Director, explained that included in the agenda packets was a Power Point presentation (attached) which provided information on the CIP for FY 2017 to 2022 along with the CIP Annual Budget for FY 2016-2017. He stated that he would provide highlights of that information including proposed projects, funding sources, etc. and would answer any questions the Commissioners have. He stated that because the Roads Projects are a large part of the CIP Mr. Frank Watanabe, Public Works Director/City Engineer would present that information and answer questions. Mr. Roth asked what the Columbariums are. Mr. Kilgore responded it is a wall which contains double niches for above ground burial. He said that sales have increased and Staff felt it appropriate to plan for making more space available. Mr. Roth also inquired about the Computer Items in the budget and expressed concern about the recent government and private companies' systems being compromised. Mr. Kilgore provided a detailed explanation of how the City's data is stored and protected. He stated that Staff has been investigating Cloud technology and it appears that because of the procedure used there is actually more protection. He explained that using Cloud technology would result in a monthly rental fee rather than a large out -lay for additional servers. PLANNING AND ZONING COMMISSION PAGE 4 MINUTES OF REGULAR MEETING OF AUGUST 18, 2016 Mr. Kilgore suggested Mr. Watanabe continue the review because a lot of the Budget items pertain to the Roads. Mr. Watanabe provided a detailed report on the road projects which have been completed and what is planned for fiscal years 2017 to 2022 and the associated costs. He noted that the majority of the Road Budget is for milling and resurfacing. He stated that he would answer any questions the Commission has regarding the Roads and other projects. Mr. Qizilbash asked why the road work is in two separate line items. Mr. Watanabe responded that Street Reconstruction is a complete replacement of the road and Street Repaving is replacing a layer of asphalt. He explained that they have two different funding sources and that is why they are two different line items. Mr. Hughan asked if the cost to be presented by lane miles. Mr. Watanabe responded that Staff calculates cost by tonnage of asphalt. He explained that asphalt is now $100/ton which is a very low price due to fuel prices being down and Staff wants to take advantage of the savings for the City. Mr. Dodd asked for the status of the Barber Street Bridge. Mr. Watanabe responded that there are two projects related to Barber Street. One is the installation of traffic signals at Concha and Joy Haven to increase safety without causing traffic slow down on Barber. This would be done using funds from Safe Routes to Schools because there is a school bus stop there and a pedestrian crossing. Regarding the bridge, since Barber Street was federalized for a prior project, he is going to request federal money to complete the bridge project. Mr. Dodd stated that the sidewalks in the City are in very poor condition and he feels the amount budgeted will not be sufficient to accomplish even a small amount of the necessary repairs. Mr. Watanabe responded that Staff is aware of the need for sidewalk repairs, but focus has been put on the roads because of the low price of asphalt and if the repairs are postponed the roads will further deteriorate resulting in more major repairs and higher prices. Mr. Dodd stated that there is no allowance in the current budget for ditch, swale or quarter round maintenance. Mr. Watanabe responded that the quarter round maintenance has been removed. However, the City does clean them 3 times a year. He explained that the other maintenance is included in the Operating Budget and not the CIP. Mr. Dodd expressed concern that the quarter rounds and the swale maintenance are not being budgeted and the results are visible after rains. Mr. Watanabe stated that maintenance of the quarter rounds is the owner's responsibility and they were not maintaining them and they ceased to function properly. He responded to the Commissioners concern about removal by saying that if it presents a hazard the homeowner can remove it if they so choose. PLANNING AND ZONING COMMISSION PAGE 5 MINUTES OF REGULAR MEETING OF AUGUST 18, 2016 Mr. Dodd asked for an explanation of what is included in the Working Waterfront Phase III. Mr. Watanabe responded the final phase may include such items as a touch pond and shoreline protection. He explained the private partner arrangement pertained to the building, not the site itself. Mr. Dodd asked if the Columbarium line item was for planning or implementation. Mr. Watanabe responded that it is actual construction of the wall and the niches. Mr. Reyes asked if the sideyard piping would fill some of the swales. Mr. Watanabe responded that the budget item is to replace the corrugated pipes that are failing at street crossings as well as the lateral lines that run to the canals. Mr. Reyes stated that even the new installations are failing and observed that it may be the quality of work rather than the material used. Mr. Reyes thanked Mr. Watanabe for his efforts to find grant money. He inquired if it would be possible to find grant money related to the Zika Virus to fill some of the swales. Mr. Watanabe responded that research has shown that the Zika mosquitos are found in small fresh water pots, containers, etc. in yards and close to houses. They will not survive in grassy areas of standing water. Ms. Moore stated that she had just attended a conference with other area municipal staff regarding the Zika virus. She concurred with what Mr. Watanabe stated about the areas they survive and multiply in. Mr. Reyes reiterated his concern about the swales and standing water. He stated that with the change in configuration of the drainage, it is impossible for the homeowners to maintain them. He requested that an effort be made to improve the design. Ms. Kautenburg expressed concern about the fading road stripping and markings and the safety hazard it poses. Mr. Watanabe explained that the quality of the paint is inferior to past products and fades faster. He stated that some alternative options could pose danger to staff because of the high heat involved, but the City is using a better paint and in some cases a tape. He explained that there is only one employee handling the stripping, but Staff is working to address the problem as quickly as possible. He agreed that the intersection of Fleming & Main Streets could pose a safety hazard and it would be addressed quickly. Ms. Kautenburg asked about the hole in the road caused by sinking drainage pipes on Dolphin between Roseland and Blossom. Mr. Watanabe responded that it would be addressed by Staff. Mr. Reyes stated that Easy Street was redone during the rainy season and is already failing. Mr. Watanabe responded that the material used was in its early stage of development but is now better and the results should be better. He explained regarding the quality of asphalt used for the road work meets the FDOT specification because that is what the companies are making and it would not be cost effective for them to stop producing the better asphalt to make a small portion of a lower grade. PLANNING AND ZONING COMMISSION PAGE 6 MINUTES OF REGULAR MEETING OF AUGUST 18. 2016 Mr. Roth expressed disappointment with the faded markings on Barber Street at USI. Mr. Watanabe responded that the difference in the life span of the markings is that US1 is County and the County uses the thermo-plastic material which lasts longer. Ms. Kautenburg asked what is planned for Friendship Park to justify the amount budgeted. Mr. Watanabe explained that included in the budget item is the construction of pickle ball courts including access to the site and parking. Ms. Kautenburg stated that she is happy that the City is making long range plans for the parks. Mr. Roth inquired about the Automated Weather Observation System. Mr. Watanabe responded that it is Aviation related and is necessary to comply with FDOT and FAA requirements. It will replace the older system and provide better weather reporting to pilots. He stated regarding the proposed road at the West Entrance that it is still in the budget but has been moved out to 2025. The budgeted funds will be used to do needed work at the airport such as taxiway construction. Mr. Dodd asked why the Parks and Recreation projects are not listed in the CIP. Mr. Kilgore responded that the information was not available at the time the CIP presentation was prepared. It would be added by amendment. Mr. Dodd stated that by including it in the CIP it would have exposure and would show that the City is addressing the need. Mr. Roth thanked Mr. Kilgore and Mr. Watanabe for their detailed presentation. He asked if Staff had any further input prior to a motion. Ms. Moore responded that the presentation included all the information Staff would need provided to the Commissioners. Mr. Roth then called for a motion. MOTION: by Kautenburg/Carter "I move that the proposed Capital Improvement Program be recommended to the City Council with no changes." ROLL CALL: Mr. Qizilbash yes Mr. Carter yes Mr. Roth yes Mr. Hughan (a) yes Mr. Reyes yes Ms. Kautenburg yes Mr. Dodd yes Total vote was 7-0. Motion Carried 10. Staff Matters Ms. Moore informed the Commissioners that as a result of a variance granted by the Board of Adjustments at the last City Council Meeting Staff is drafting some changes to the Fence Ordinance to improve its clarity. This will be brought to the Commission when the draft is complete. PLANNING AND ZONING COMMISSION PAGE 7 MINUTES OF REGULAR MEETING OF AUGUST 18, 2016 11. Commissioners Matters Mr. Dodd inquired about the water management pond that is on the property where Buried Treasures was going to build being filled in. Ms. Moore responded that it is part of a St. John's River Water Management project to improve the quality of the stormwater that flows into the river. Ms. Bosworth clarified the question about a site plan being connected to the Buried Treasures property by explaining the pond is not on that property. Mr. Reyes stated that there is a large hole at Lake and Oak which has been filled in numerous times but is back. He requested staff arrange to have it filled in again. Mr. Moore responded that she will inform the appropriate Staff. Mr. Roth inquired about the medical development planned for US1 just north of the hospital. Mr. Bosworth responded that it is outside the City and will be handled by Indian River County Planning. 12. Items for Next Agenda — None 13. Adjourn Chairman Roth adjourned the meeting at 7:12 pm. /sm CITY OF SEBASTIAN PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING NOVEMBER 19, 2015 1. Call to Order – Chairman Dodd called the meeting to order at 6:00 pm 2. Pledge of Allegiance was recited by all. 3. Roll Call Present: Chairman Dodd Vice Chairman Roth Ms. Kautenburg Mr. Carter Mr. Reyes Mr. McManus Mr. Qizilbash Mr. Alvarez (a) Also Present Mr. Frank Watanabe, PE, Airport Manager Robert Ginsburg, City Attorney Ms. Dorri Bosworth, Planner Ms. Jan King, Recording Secretary Ms. Dale Simchick, IRC School Board Liaison was also present 0 CC:.® C coCha 0. E F� U .Cis A Q p/p�j td BBj .r ' � d9 ® a a 101 4 Q (`n 4. Announcements and/or Agenda Modifications Chairman Dodd announced that Ms. Kautenburg has been appointed to a permanent position on the Commission. He welcomed her and stated that there is now an opening for an Alternate. Anyone interested should contact the City Clerk to make application. Chairman Dodd stated that Mr. Qizilbash has removed himself from voting on Item #2 under Quasi -Judicial Public Hearings because he is related to one of the applicants and is the Project Engineer. 5. Approval of Minutes MOTION: by Roth/Qizilbash to accept the Minutes of September 17, 2015 Planning and Zoning Commission Meeting as submitted. Motion was approved unanimously by voice vote. 6. Quasi -Judicial Public Hearings A. Quasi -Judicial Public Hearing — Site Plan — Sebastian Airport Hangar C — One Story 15,684 SF Structure with Offices — 214 Airport Drive East — Airport Industrial (Al) Zoning District. Mr. Ginsburg read the Project Description Narrative for the Record. Chairman Dodd asked if there was any ex -parte communication that needed to be reported — no one responded. Mr. Ginsburg swore in Mr. Watanabe, Ms. Bosworth and Mr. Coppage. �cr OL w O Planning and Zoning Commission Page 2 of 8 Minutes of Regular Meeting of November 19, 2016 Mr. Watanabe stated the applicant for this Site Plan is the City of Sebastian. He explained that it is for Hangar C which will be on the west side of the airport. He presented an aerial photo of the airport which was taken that day showing the hangar location and airport property. He explained that the hangar will be the same size as Hangars A and B but the configuration was changed to accommodate the space needs of the proposed tenant. He also stated that this Hangar is in accordance with the City's Airport Master Plan. He offered to answer questions. Chairman Dodd called for comments from Staff. Ms. Bosworth stated that the plan meets all applicable codes and Mr. Watanabe had covered the details. She noted that the Staff Recommendation to receive IRC Fire Department site plan review approval has been met. Mr. Carter asked if the configuration of Hangar C would be beneficial for tenants other than the proposed tenant. Mr. Watanabe responded that Hangar C is configured as a hangar and would be an asset in the future to serve aircraft related needs. He explained that the configuration of Hangars A & B were tenant driven and are more storage related than aircraft. Mr. Qizilbash inquired about applicable setbacks. Mr. Coppage, Project Engineer, explained that airport space does not adhere to set backs as applied elsewhere. He stated the FAA establishes sufficient spacing zones around the airport and its buildings to ensure the safety of aircraft and structures. He noted that this plan has not been approved by FAA yet, but he does not anticipate any problems with it. Mr. Roth inquired about the purpose of the chain link rolling door and the hinged gate. Mr. Coppage responded that is to provide ventilation and security in the hanger when aircraft are being serviced. He also explained that the hinged gate is on the Compressor Room and is intended to shield it from view. Mr. Roth asked for details on the function of the Oil/Sand Separator. Mr. Coppage explained that the floor water will be filtered and any oil, fuel or other liquids will be captured and removed prior to the water being discharged from the site. Mr. Roth asked about the color scheme and if it would match the existing structures. Following discussion, Ms. Bosworth stated that the colors of the new structure will match as closely as possible the existing structures. Mr. Dodd opened the meeting for public comment. No one spoke in favor of the proposed Site Plan. No one spoke in opposition of the proposed Site Plan. He asked if the Commissioners had any further questions. Mr. Reyes asked if jet aircraft could be serviced in this hangar. Mr. Watanabe responded that the due to the runway length only propeller aircraft can use the airport. Mr. Reyes expressed concern about the noise level if a tenant wanted to service jet engines in the hanger. Mr. Watanabe responded that the Twin Otters are propeller aircraft which are much noisier than jets. Since they are currently using the airport there would be no increase in noise. Mr. Dodd reminded that Item C under Staff Recommendations is no longer applicable. He called for a motion. Planning and Zoning Commission Page 3 of 8 Minutes of Regular Meeting of November 19, 2016 MOTION: by Kautenburg/Roth "move to approve subject to Items A and B under Staff Recommendations." ROLL CALL: Mr. Qizilbash—Yes Mr. McManus — Yes Ms. Kautenburg — Yes Mr. Reyes — Yes Mr. Roth — Yes Mr. Carter —Yes Mr. Dodd—Yes The vote was 7-0. Motion Carried. B. Quasi -Judicial Public Hearing — Site Plan, Conditional Use Permit & Waiver — Bed & Breakfast — Two-story Structure with Parking Garage Underneath — 1690 Indian River Drive — Commercial Waterfront Residential (CWR) Zoning District — Requested Waiver from LDC Section 54-4-21.A.7: Riverfront Overlay District Landscape Requirements. Mr. Dodd requested that it be noted that Mr. Qizilbash had left the dais. Mr. Ginsburg read the Project Description Narrative for the Record. Mr. Dodd asked the Commissioners, if because Mr. Qizilbash is a member of the Commission, do they feel this would obstruct their ability to fairly evaluate the presentation. All the Commissioners responded it would not. Mr. Dodd stated for the record that there would be no reason the presentation could not be fairly evaluated. Mr. Ginsburg swore in all those planning to present information on the project. Mr. Qizilbash stated he is the engineer for the project. He gave a detailed description of the proposed project and stated the information is included in the package the commission received. He stated they had covered all areas of staff's concerns except parking related to vehicle movement. He asked if Ms. Bosworth would speak then he would address her concerns. Ms. Bosworth reviewed the Staff Report explaining the wetlands will be designated an environmental area with no building on it. She stated that Staff reviewed the setbacks and noted that the setback between a commercial property and a residential property is 10 feet; a variance for 3.7 feet would be required for the proposed plan. In response to Mr. Dodd's question, she explained the zoning and development of the surrounding properties. She explained that the proposed drive is 12 feet wide and the code requires a two way drive be 22 feet wide, resulting in the need for a variance. She continued that based on the parking space sizes (wide/long) the drive isle is required to be 25 feet and proposed is 17.7 feet, resulting in the need for a variance. She stated that in the case of a dead end drive isles the code requires sufficient space for turnaround of a vehicle. She explained that Staff does not feel there is sufficient space, but that is a decision for the Planning and Zoning Commission Page 4 of 8 Minutes of Regular Meeting of November 19, 2016 Commissioners. Should they find that there is sufficient space no variance would be required, if not one would be needed. She explained that, after research, staff is concerned about the maneuverability of the parking garage. Regarding landscaping, she stated the applicant has requested a waiver from the Riverfront Overlay special landscape requirements. They are proposing to meet the CR512 Overlay District requirements. Granting this waiver would need to be included in the Motion. She stated that the proposed plan meets all the conditional use criteria. She explained that the property had been residential and prior to that a gas station. The applicant has secured the necessary approvals for demolition/removal of the underground tanks from the appropriate agencies. She noted that the City has in its files the approvals and DEP and Army Corp of Engineers have reviewed the plans and no additional approvals are required. Ms. Bosworth concluded her presentation by explaining that staff has provided a list of their recommended conditions of approval or the option for denial. She offered to answer any questions. Mr. Qizilbash reviewed the concerns and stated he had a solution to the vehicle movement concern. He provided a diagram showing the vehicle movement in the parking area and a list of car dimensions and designations. He explained that due to area limitations the 3`d space would be designated for compact cars only. He provided a copy of his presentation for City records. Mr. Roth inquired about the lot to the south of the site. Mr. Dodd responded that the property spans Indian River Drive and is part of the residential lot on the west side. If building on the lot was anticipated the zoning may need to be changed. Ms. Bosworth responded to Mr. Roth's concern about landscaping requirements, that it complies with the CR512 requirement and read the list of plantings and noted that the buffer area is the same in both codes. He noted that the landscaping is consistent with surrounding areas. Ms. Bosworth stated that the north side will not require a buffer because it has not yet been cleared. Mr. Roth asked if the irrigation well will be in compliance with IRC Utilities, Mr. Dodd responded it would. Mr. Qizilbash explained that a new well will be installed. Mr. Roth asked what the plan is for the retention pond at the rear of the property. Mr. Qizilbash responded that it would not be converted into any form of recreation facility. Ms. Kautenburg asked if any attention has been paid to traffic backing into Davis Street. Ms. Bosworth responded that after review, the site was flipped to address the traffic conflict. Mr. Watanabe explained that the configuration of Davis Street will be redesigned as the upgrades to the Presidential streets progresses and the median will be removed. Ms. Kautenburg stated that she has a concern regarding the definition of a compact car and how it can change over time. Ms. Bosworth responded that if it is re- designated to a compact space another variance will be required. Mr. McManus stated that he had no concerns about the landscaping plan or the width of the driveway, but he was concerned about cars being able to exit the parking area safely. He noted the lack of guest parking and inquired where they will park. Mr. Planning and Zoning Commission Page 5 of 8 Minutes of Regular Meeting of November 19, 2016 Qizilbash responded that they will park in the public parking on Jackson Street which is only 300 feet from the property. Mr. Reyes expressed concern about the potential of structural damage in the parking area with cars backing up and possibly into one of the supporting beams. Mr. Reyes asked about the protection of the wetland area. Ms. Bosworth responded that every effort will be made to protect the area from debris during the construction process. Mr. Dodd inquired about the "Parking in Lieu of program in the Code. Ms. Bosworth explained that the requirement of this program is not a percentage and it could be set during the review. Mr. Dodd expressed his concern for the possible damage to the structure because no protection could be provided the columns due to the limited space. He further stated that he cannot see how the spaces could be used by anyone other than the owner who would be aware of the need for extra caution during maneuvering the parking area. He also expressed concern about the difficulty to turnaround in the garage. He stated that he thinks the project is a great mixed use example, but he has reservations regarding the parking arrangements proposed. He suggested considering having one parking space with 5 "in Lieu of spaces, rather than 3 and 3. Mr. Dodd opened the Public Hearing and called for anyone wishing to speak against the Site Plan to raise their hands. He requested the first speaker to come forward. Ms. Susie Stoutenburg stated the she is the owner 1686 Indian River Drive and the property at 607 Davis Street. She explained that the Davis House is a small hotel. She expressed concern about the parking arrangement for the Bed & Breakfast. She provided a description of situations where parking is not always one car to one room, as well as the need for parking for staff, delivery, etc. She expressed concern about her property being used or the sidewalk on Indian River Drive. She also inquired if there were any provisions made to prevent this B&B from converting into another use. She expressed concern about the issuance of variances and asked that the codes be adhered to in order to maintain the beauty of the waterfront. Mr. Robert Nilsson stated that he is the owner of the property on the north side of the site. He explained that although it is presently not cleared he is working to remove the Pepper Trees. He expressed concern that there is no provision for a buffer between his property and the proposed B&B. He echoed Ms. Stoutenburg's concerns that the proposed project is too large for the size of the lot available. Mr. John C. Fairchild asked if the structure would have any impact on the wetlands in that area. Mr. Dodd responded that the area has been evaluated and will remain as is with no impact from the building. Mr. Watanabe stated that he has discussed this with the SJRWMD engineer and confirmed that it is in compliance. He expressed that their concern is, as the Commission, the impact to the wetlands during construction. Mr. Dodd stressed the need for adequate silt fencing to be erected and maintained during construction. Mr. Dodd called for anyone else wishing to speak in opposition to the request receiving no response he called for anyone wishing to speak in support of the request. Planning and Zoning Commission Page 6 of 8 Minutes of Regular Meeting of November 19, 2016 Ms. Kathleen Gingras stated that she is a co-owner of the proposed B&B. She explained that their intent is to be a good neighbor and provide quality accommodations. She stated that their parking arrangements were based on the City's planned road reconfiguration which would provide for parking spaces on the street. Mr. Watanabe responded that work is not in the 5 year plan and there is no definite timeframe for its completion. She stated that it is their desire to take advantage of the wetlands for limited recreation. The response from the Commissioners and Staff was that there could be no intrusion into the wetland area for any activity or walking paths. There was a detailed discussion regarding the configuration and number of rooms and the handicapped accessible requirements of the State of Florida and the necessity of a waiver for planned configuration change. Mr. Qizilbash stated that they anticipate about 20% occupancy so they don't expect to present any traffic problems with guests or deliveries. He stated that regarding the third parking space he had requested to designate it compact only. Mr. Dodd suggested realigning the lift station concrete pad slightly to eliminate the uneven sidewalk area. Mr. Watanabe responded that the pad is for access by IRC to the lift station. Regarding the barrier on the north side of the property Mr. Dodd asked Staff for input. Ms. Bosworth stated that she had spoken with Mr. Nelson concerning the barrier and would defer to City Attorney Ginsberg regarding the barrier and the variance requirements. Mr. Ginsberg stated that it is not clear cut. He explained that he does not view the property on the north side as being a residential use because of the overgrowth of vegetation whereas the property on the south side is cleared, developed and is clearly a residential use. Mr. Dodd inquired what impact providing the barrier on the north side would have on the landscape plan. Ms. Bosworth stated that it would require the opaque screening either with plantings or an opaque fence. She explained that the screening is in addition to the other required landscaping. Mr. Dodd stated that this is an issue that should be discussed further because it is a residential lot even though it is overgrown. Mr. Dodd asked if the applicant or Staff had any further comment. Mr. Qizilbash responded he did not. Mr. Bosworth stated that the Staff Recommendations would need to include the variance for the parking space and if so desired the inclusion of the barrier on the north side of the property. Mr. Roth asked Mr. Qizilbash for his opinion of changing the compact space into something else and use one more "in lieu of parking space. He responded that would be an option. Ms. Bosworth cautioned that could be setting a precedence that would allow over building and purchasing parking from the City. Mr. Reyes asked if the plan to modify the living quarters into a 4th guest room is what creates the need to for proposed parking spaces. Mr. Qizilbash responded affirmative, but until they receive the State waiver only 5 spaces would be required. Mr. Reyes stated regarding the buffer that there is a swale. Mr. Qizilbash responded that there is a swale on both sides of the property. He stated that a fence could be installed. He inquired about the seasonal rentals north of this property and stated that he did not see Planning and Zoning Commission Page 7 of 8 Minutes of Regular Meeting of November 19, 2016 any problem with parking. Ms. Bosworth responded that many of them are not with in the City and the seasonal rental homes are designated residential not commercial. Mr. Dodd stated that he is supportive of the mixed use concept but expressed his concern about the parking area and the fact that due to the configuration guests would be backing out into the intersection of Davis Street and Indian River Drive. Ms. Kautenburg stated that she too supports the mixed use concept but feels that the building it too large for the site. She pointed out that there is no provision for storage of maintenance equipment or other items needed to maintain such an establishment. She stated that she does not agree with the proposed occupancy estimate, she felt it would be much higher. She stated that there should be a barrier placed on the North side of the property because although the lot is overgrown at this time it is still residential and should be protected. She concluded by stating that she is in favor of the concept, but feels the proposed plan is too much for the site. Mr. Roth stated that he does not believe the concern about traffic and buffering is necessary because this is still a residential concept not a hotel with its associated turnover and intense use. Mr. Dodd called for any further comments. Hearing none he called for a motion. MOTION: by Ms. Kautenburg/Mr. Carter "I move to deny this." ROLL CALL: Mr. Reyes — No Mr. Dodd — Yes Mr. Roth — No Mr. Carter —Yes Mr. Alvarez (a) —Yes Ms. Kautenburg — Yes Mr. McManus —Yes The vote was 5/2. Motion Carried. 7. Unfinished Business — None 8. Public Input —None 9. New Business — None 10. Staff Matters Ms. Bosworth reported concerning container housing which was brought up by the Commissioners that the issue has been taken to the City Manager and it will be presented to the City Council in December for them to give direction to the Commission and Staff how to precede. Mr. Ginsburg explained that this is being presented to them as an informational matter only. The question has been taken to the City Manager and his desire is to receive the Council's direction, based on their decision the matter may come back to the P&Z Commissioners for them to take appropriate action. Planning and Zoning Commission Minutes of Regular Meeting of November 19, 2016 11. Commissioners Matters Page 8 of 8 Mr. McManus stated that he is not a fan of parking mitigation, but if it is used the charge should be higher. Mr. Dodd responded that with the road work that has been performed Staff should have a basis to estimate the cost to build parking spaces. Mr. Watanabe responded that the 7 stand-alone parking spaces that were recently put in cost approximately $5,000 each. Mr. Dodd stated that making any change would be at the Council's discretion but may be something to address in the future. Mr. Reyes asked about the drainage in his neighborhood. He explained that swales are being cut in the easements of backyards and there is now standing water. He stated that when the areas are mowed the grass is damaged. He asked if there is any plan on how to maintain these areas and ensure proper water flow. Mr. Watanabe responded that the ditch cleaning is contracted out and there have been some problems and complaints, but staff will check the areas of concern and correct the situation. Mr. Reyes stated that he has witnessed this problem in the past and will be keeping an eye on the progress. Ms. Kautenburg asked about Main Street and the huge triangle and why the traffic flow was changed. Mr. Watanabe responded that the work on Main Street was due to its being in worse condition than originally thought coupled with the wet weather that caused further deterioration. He explained that the reconfiguration of Main Street allows west bound traffic only and to proceed east it was necessary to turn onto Fleming then back onto Main Street. He stated that it increased safety and should have been implemented sooner. Ms. Kautenburg stated that it does not seem safer when you try to drive it. Mr. Qizilbash asked for an update on the Sandcrest Subdivision. He stated that there is a lot of construction being done with no Site Plan approval. Ms. Bosworth explained that the Preliminary Plat was reviewed by P&Z and forwarded to City Council who approved it. She explained that the next step is the Construction Drawings which go before the City Engineer and not any of the boards; when they are finished with construction and ready to sell lots the final plat will go before City Council. She stated that the Preliminary Plat would be equivalent to a Site Plan. Mr. Watanabe explained that all the drainage and utilities was included on the plat. 12. Items for Next Agenda — None 13. Adjourn — There being no further business Chairman Dodd adjourned the meeting at 7:37pm. /sm CM OF SETH HOME OF PELICAN ISLAND Date: August 29, 2016 ENGINEERING DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 www.citvofsebastion.org To: Planning and Zoning Commission From: Frank Watanabe. PE, City Engineer Subject: Sebastian Police Evidence Building The project is located at 1201 Main Street behind the Police Station parking lot within the Sebastian Municipal Complex. The site is between Friendship Lane and Cross Street across from Friendship Park. The site is a vacant graded lot with an existing handicap playground on the far west side adjacent to Friendship Lane. This ADA playground will be removed as part of this project which the City's Park and Recreation Commission approved. The following is a summary of the proposed Sebastian Police Evidence Building Site. General Information: • Existing Site 27,000 sf • New building 3,000 sf • Existing pavement 2,833 sf • Total Impervious 22,002 sf • Total Open 5,698 sf • Parking Data o N/A accessary use to existing building o Install 25 parking spaces for police cars • Permits Sebastian Building SJRWMD permit modification to the original Master Plan Permit Drainage Analysis: The proposed improvements will fall under the category of the minor modification through SJRWMD of the active permit #88975. This will be the 4a` sequence of the permit and is looking to take advantage of what was described as "future parking" in 40-061-88975-2. "The existing surface water management system consists of surficial runoff that will be routed to the proposed dry detention basins via overland flows and piping. The existing dry detention basins were designed and constructed for the 18.09 ac development and meet the required treatment volume and attenuation for the SJRWMD and City of Sebastian. This project will be constructed within the boundaries of the Sebastian Municipal Complex, previously permitted under SJRWMD Nos. 42-061-88975-1-3, and allows for 7.28 acres of total impervious area. The sequence 2 work has included a "future parking" area in the location of the current proposed improvements. With a parking area consideration of 80% impervious development included in the currently permitted impervious area, the proposed 0.41 ac (78.8%) of impervious area falls within the permit guidelines and generates no changes to the existing permitted system." Landscaping: The project will extend the existing trees and landscape theme along Friendship and Cross Street to match the side frontage of the project. Note that Friendship is not a public street. ON of ' A'V, SE�.._ • HOME OF PELICAN ISLAND City of Sebastian Development Order Application Permit Appliration No. Applicant if not owner, written authorization notarized from owner is re uired Name: City of Sebastian Address: 1225 Main Street; Sebastian, FL 32958 Phone Number: ( 772 ) 388 - 8228 FAX Number: { ) E -Mail: Owner If different from applicant) Name: Same as applicant Address: Phone Number ( ) _ FAX Number: { ) E -Mail: Title of permit or action requested: Site Plan Modification PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE. NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING. COPIES OF ALL MAPS. SUMMYS,DRAWINGS, ETC. SHALL BE ATTACHED AND 8-1/2° BY 11' COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. r A. Project Name (if applicable): City of Sebastian Police Evidence Building B. Site Information Address: 1225 Main Street Lot Block: Unit: Subdivision: Indian River County Parcel#: 31-39-06-00005-0002-00001.0 Zoning Classification: PS Future Land Use; Institutional Existing Use: Government Proposed Use Same Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessarvi: DATE RECEIVED: FEE PAID: $ 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: Mr. Aaron Bowles P.E. Name: MBV Engineering, Inc. Address 1835 20th Street; Vero Beach, FL 32960 Phone Number. ( 772 ) 569 - 0035 FAX Number: ( 772) 778 -3617 E -Mail. aaronb@mbveng.com Surveyor: Mr. Steve Cartechine, LS Name: Indian River Survey, Inc. Address 1835 20th Street; Vero Beach, FL 32960 Phone Number. ( 772 ) 569 - 7880 FAX Number: ( 772 ) 778 - 3617 E -Mail: stevec@indianriversurvey.com 1, Frank Watanabe BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: —I AM THE OWNER I AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION, AND THAT ALL TH INFOjtMATION, MAPS, DATA AND�OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCU ND TRU TH B OF Y KNOWLEDGE AND BELIEF. _ Z/46 SIGNATURE'DATE — SWORN TO AND SUBSCRIBED BEFORE ME BY F?4 WC Wj+ 1WME- WHO IS PERSONALLY KNOWN TO ME OR PRODUCED AS IDENTIFICATION, THIS ,�_ DAY OF ,SEP7t5WA !iP_ , 20 /f. NOTARY'S SIGNATURE PRINTED NAME OF NOTARY COMMISSION NO.(EXPIRATION SEAL: d; ,? � MFF MM a04d d mC ......... '��""/i/"!tic, STATE'\\\\' 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. IIWE, „_ THE OWNER(S) I THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION,HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE Planning R. Zoning BOARDICOMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN CONNECTION WITH MYIOUR PENDING APPLICATION, I/ WE HEREBY WAIVE ANY OBJECTION OR DEFENSE UWE 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 DATE Sworn to and subscribed before me by who is personally known to me or produced as identification, this _ day of 20_ Notary's Signature Printed Name of Notary Commission No./Expiration Seal: APPLICATION FEES ARE ESTABLISHED BY RESOLUTION OF CITY COUNCIL. ADDITIONAL FEES FOR THE CITY'S CONSULTING ENGINEER REVIEW (WHEN REQUIRED) WILL BE THE RESPONSIBILITY OF THE APPLICANT. ACKNOWLEDGMENT DATE Permit Application No. SFgA TSN Supplemental Information PfMAN Site Plan Approval X 1. Site size in acres or square feet: 0.64 acres -.2L 2. Area of impervious surface in square feet: 22,002 SF X 3. Area of pervious surface in square feet: 5,698 SF _2L 4. Attach the following: X a. TWELVE complete sets of site plan with lot configuration, finished ground floor elevations, contours and designated number of dwelling units, and setbacks to scale indicating compliance with regulations. (Two sets must be sealed.) g b. A scaled drawing of the sides, front and rear of the building or structure, generalized floor plan indicating uses and square footage of each proposed use within each building or structure, building exterior construction material and color, and building ridgeline height. X c. A surface -water drainage facilities plan certified by an engineer or architect registered in the State of Florida (3 SETS) g d. TWELVE copies of land survey with complete legal description prepared and certified by a registered surveyor. _ e. A traffic impact analysis, if required (3 SETS) —f. An erosion/sedimentation 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 Performance Overlay Districts, as stated in the Land Development Code. X h. A verified statement showing each and every individual person having a legal and/or 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 executive officers will be sufficient. Permit Application 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 disposal, 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, surface materials, number of employees and number and type of vehicles owned by the establishment. Any combined off-street parking facilities shall be 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. g d. Locate on the site plan and describe the character of landscaped areas and/or recreation areas. X 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 other similar facilities or services. X f. Locate on the site plan and describe the height and general character of perimeter or ornamental walls, fences, landscaping, including berms and other required screening devices, and any other plans for protecting adjacent property owners. _2L g. Locate on the site plan existing easements and rights-of-way CITY OF SEBASTIAN POLICE EVIDENCE BUILDING SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST SEBASTIAN, FLORIDA AUGUST 2016 71 HOURS BEFF�ORE�IGGING OWNER/APPLICANT CITY OF SEBASTIAN 1225 MAIN STREET SEBASTIAN, FLORIDA 32958 ENGINEER 1035 20TH STREET ,_MBV VEPH. (RO ;2)569-003560 ENGINEERING, INC. FX(772)"03617 MOIA BOWLES VILAMI2 R&ASSOCIATES MELBOURNE FL�PH(321)253-1510 CONSULTING ENGINEERING CA#3728 7.. PIERCE. FL - PH (772))see-9055 SURVEYOR INDIAN RIVER SURVEY, INC. Professional Surveying and Mapping 1835 20TI I STREET VERO BEACH, FL. 32960 PH'. (]]2) 569-7880 INK)EX OF DRAWINOS C1 COVER SHEET C2 EXISTING CONDITIONS AND DEMOLITION PLAN C3 SITE PLAN 04 PAVING, GRADING AND DRAINAGE PLAN C5 UTILITY PLAN C6 EROSION CONTROL PLAN C] LANDSCAPE PLAN C$GENERAL DETAILS C9 UTILITY DETAILS 91113Z 'u PERMIT SET i x , ,- „ x,,,. v y! 10 R�N �.. ..:u -/ /�// - " IOrBsnElEngaiof PnouiEO L --J y I �. 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PLAN MESS 3 1 0-Z= NOTE 11 =TATOLPTONLITIONSPAPP—PTY AAAAAAANAPS wTONS — STAN aux:,w,www.w,wwwm.. ,'---T r O rt� rc,y� NEE 2'• (T-1 * STANDARD LATERAL x \\ (SHALLOW SEWER) S-1 w.Ex xxx � ® IF vnmTOMEN Tures PLOd�Etl Pux APATEN 1 TATA. ^� TATA.. ux� aow �� ao NOTES OF —T ONTIA, PAT- NNAAA— _ rmaxnmY wa++vi.p m�N •w urwn•rt unvs TEPANTINEWSTIONOFM BACKFLOW PREVENTER W-11 J P- W ZIF F C'1 Z Z Q ❑ W J) m W W Z� W W Z 0 SP Q grvu (L\I� TII w vro v i� hA 0 q m'2 M Q• J! - . W e 1 0-Z= VJIPJ t o r O rt� rc,y� NEE 2'• PERMIT SET s ss'" /11111\ \\ L-nL,F SEAT -N =-- HOME OF PELICAN ISLAND Community Development Department Site Plan Review Staff Report 1. Project Name: AutoZone — Store #4910 2. Requested Action: Site plan approval for a 7,762 SF auto parts store/retail building along with required parking, stormwater, and landscaping 3. Project Location a. Address: 9150 Sebastian Boulevard b. Legal: Lot 3, less the East 38 feet thereof, together with all of Lot 4, Romar Subdivision C. Indian River County Parcel Number: 31-38-22-00001-0000-00002.1 4. Property Owner: S&S FLP#2 "B", LLC 8195 N. Wickham Road, Suite 210 Melbourne, Florida 32940 5. Applicant: AutoZone Stores, LLC Mr. Kevin Murphy 123 S. Front Street, 3`d Floor Memphis, Tennessee 38103 (901) 495-7625 6. Project Agent: Jason D. Kinney, P.E. 7. Project Engineer: Kinney Engineering, LLC 257334 1h Avenue North St. Petersburg, Florida 33713 (727) 804-6922 www.kinney-engineering.com 1 8. Project Description a. Narrative of proposed action: AutoZone Stores has filed a site plan application for a 7,762 SF retail auto parts store to be located on Sebastian Boulevard in the Romar Subdivision near the CR 512/510 intersection, west and adjacent to the Burger King and Sunoco Gas Station, just south of the Fellsmere Cemetery. The project consists of a one-story structure together with associated parking, water and sewer service, drainage, and landscaping. Access to the site will be via 1) an access easement through the Burger King and Sunoco sites; 2) an access road from Sebastian Crossing Boulevard; and 3) an entrance from Dryden Avenue. Water and wastewater service to the site is accomplished via connection to Indian River County Utilities. The site consists of 1.6 acres, of which .73 acres will be impervious (45.61 %) and .87 acres will be open space (54.4%). b. Current Zoning and Land Use: Land Use: CG (General Commercial) Zoning: CG (Commercial General) c. Adjacent Properties d. Site Characteristics (1) Project Area: 1.6 acres (2) Current Land Use(s): Vacant (3) Soil: Wabassoa (4) Vegetation: Pine flatwoods (5) Flood Hazard: Zone X (6) Water Service: Indian River County Utilities (7) Sanitary Sewer Service: Indian River County Utilities (8) Parks: North County Rec. Park - .25 miles Dale Wimbrow Park — 3 miles (9) Police/Fire: Indian River Fire — 2 miles Sebastian Police — 4.5 miles 2 Zoning Current Land Use Future Land Use North: A-1 Cemetery (County) L-1 East: CG Burger King CG South: CL Agriculture (County) C/I West: CG Dollar General CG d. Site Characteristics (1) Project Area: 1.6 acres (2) Current Land Use(s): Vacant (3) Soil: Wabassoa (4) Vegetation: Pine flatwoods (5) Flood Hazard: Zone X (6) Water Service: Indian River County Utilities (7) Sanitary Sewer Service: Indian River County Utilities (8) Parks: North County Rec. Park - .25 miles Dale Wimbrow Park — 3 miles (9) Police/Fire: Indian River Fire — 2 miles Sebastian Police — 4.5 miles 2 9. Comprehensive Plan Consistency a. Future Land Use: consistent b. Traffic Circulation: consistent C. Housing: n/a d. Public Facilities: n/a e. Coastal Management: n/a f. Conservation: consistent g. Recreation and Open Space: consistent 10. Contents of Site Plan: a. lot configuration: provided b. finished ground floor elevation: 21.1' C. contours and designated number of dwelling units: 0 d. square footage of project area: provided — 69,735 SF e. building coverage: 7,762 SF = 11.1 % (30% maximum) f. square footage of impervious areas and open area: impervious 31,825 SF = 45.6% (80% maximum) open 37,910 SF = 54.4% (20% minimum) g. setbacks: provided — in compliance with zoning regulations Required Proposed Primary Front (South): 0' 69.5' Secondary Front (West): 6' 238' Secondary Front (North): 6' 40' Side (East): 5' 5.7' 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 3 k. building height: provided: 29.25' (maximum 35'). I. location and character of all outside facilities for waste disposal, storage areas, or display: Provided - rear dumpster, screened by 6' high masonry enclosure with gates. M. location and dimensions of all curb cuts and driveways: provided n. number of spaces with their location and dimensions: provided Parking Required: Retail: greater than 5000 SF but less than 10000 SF = 1 space for each 200 square feet of floor area accessible by the public: 3,823 sf = 200 = 19.12 (20) Parking Provided: 34 spaces (32 regular, 2 H/C) o. details of off-street parking and loading areas (including requirements of Article XV): provided — Based on aggregate gross floor area of the building, one loading space meeting required size dimensions, has been provided. P. all off-street vehicular surfaces available for maneuvering: provided q. surface materials: provided r. number of employees: undetermined S. type of vehicles owned by the establishment: none t. If there is a combined off-street parking facility, required agreements: n/a U. Location of all pedestrian walks, malls, yards and open spaces: provided V. location, size, character, and height or orientation of all signs: Provided — However, all signs will require separate zoning reviews and building permits, and comply with the Overlay District design and color standards. W. location and character of landscaped areas and recreation areas: provided X. location, design and character of all public, semi-public, or private utilities: provided Y_ location, height and general character of perimeter or ornamental walls, fences, landscaping: provided Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: provided — A stormwater system for M maximum build -out of the 4 lots has previously been permitted by SJRWMD in 2007. SJRWMD has recently issued the modification permit to include the proposed AutoZone site in that original permit. However, per Section 54-3- 12.8(b): 1) a Type "A" storm water design is required — the onsite system shall be based at a minimum on a 25 -year frequency, 24-hour duration storm event; 2) The modified Type 2 SCS rainfall distribution shall be used; and 3) Post development runoff shall not exceed pre -development runoff. Although the stormwater analysis for the original permit and the master stormwater design included calculations to show that these requirements were met, the Stormwater Management Analysis that was submitted for the AutoZone site does not include the necessary statements and/or information to note that the site individually is also in compliance. A revised Stormwater Analysis stating that Section 54-3- 12.8(b) requirements have been met along with any necessary information should be submitted and approved by the City Engineer before construction begins. aa. location of existing easements and right-of-way: provided bb. Land survey with complete legal description prepared and certified by a registered surveyor: provided CC. Verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property: provided 11. Site location and character of use: provided 12. Appearance site and structures: a. harmonious overall design: yes b. location and screening of mechanical equipment, utility hardware and waste storage areas: Provided for the dumpster. The A/C units will be located on the roof of the building — full screening from all sides must be provided by the roof parapet wall (Section 54-4-21 B 3(f)(1)) or additional screening will be required. Also the irrigation pump and equipment, to be located next to the dumpster, must be screened with a short fence or landscaping. C. commercial and industrial activities conducted in enclosed buildings: yes exterior lighting: provided 13. Access, internal circulation, off-street parking and other traffic impacts: a. internal circulation system design and access/egress considerations: provided b. separation of vehicular and pedestrian areas: provided 14. Traffic impacts: A Traffic Impact Analysis was submitted to staff and forwarded to Indian River County Traffic Engineering Department and the City Engineer for their review and approval. At this time, the City Engineer has not given a final acceptance of the analysis, and is in communication with the project agent and consulting traffic engineer. Revisions to the analysis may be required, and possibly a necessary intersection improvement. All traffic issues should be resolved to the satisfaction of the City Engineer and Indian River County before issuance of the building permits. 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 C. Property lines, easements, and right-of-way with internal and property line dimensions: provided d. Location of existing or proposed utility service: provided e. Location and size of any existing or proposed structures: provided f. Location and size of any existing or proposed site features, such as earthen mounds, swales, walls and water areas: provided g. Location and size of any existing or proposed vehicular use area: provided h. Location and size of any existing or proposed sidewalks, curbs, and wheel stops: provided i. Location of sprinkler heads, hose bibs, or quick cupplers and other information on irrigation: A private well will be used, and the proposed irrigation plan is shown on Sheet IR1. j. 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 — Landscape Plan, Sheets L1 thru L3 k. Location of required landscape areas and dimensions: provided Location, name, height and size of all existing plant material to be retained: provided — Two pine trees located in the SE area of the site are being retained and will be given 4 tree credits. A 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 — However, Section 54-3- 14.11(e)(1) states that no tree species shall account for more than 50% of the total number of trees. 32 trees are required, with 19 Bald Cypress trees proposed. The tree material quantities should be adjusted so that no proposed species has more than 16 plants. 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 16. Required screening of abutting residential and nonresidential uses: none required 17. Flood prone land and wetland preservation: provided, SJRWMD approved 18: Surface water management: provided 19: Available potable water: Indian River County Utilities 20: Wastewater service: Indian River County Utilities 21: Soil erosion, sedimentation control and estuary protection: provided 22. Performance Overlay District Requirements: Provided — The proposed site plan meets the requirements of the CR 512 Overlay District. The architectural/building standards, colors and building graphics, and landscaping codes have been met. The special sign regulations will be reviewed and verified under a separate building permit process. 23. Additional considerations: The development will be providing an off-site improvement with the installation of a public sidewalk on Dryden Avenue along their entire northern property line, connecting west to Sebastian Crossings Boulevard, with the city completing the sidewalk east to Water Vliet Avenue behind Burger King and Sunoco. The new sidewalk will improve the safety of the area by the bus shelters for the riders of the Go -Line buses. The environmental study indicated the presence of one active gopher tortoise burrow. 7 There is an existing joint drainage easement and maintenance agreement between Burger King and Sunoco with regards to their shared stormwater pond located behind the gas station. A portion of AutoZone's drainage is also directed into the same pond, as permitted by the master design. A recorded, updated easement and maintenance agreement adding AutoZone will be required. IRC Fire Department, IRC Utilities Department, and Environmental Health Department comments have been addressed. 24. City Engineer's review: The applicant has addressed all site plan comments. However, the Traffic Impact Analysis has not received a final approval. 25. Conclusion: The proposed 7,762 SF auto parts retail building site plan is consistent with the Comprehensive Plan, Land Development Code, and CR512 Corridor Overlay District Requirements. 26. Recommendation: With regards to the Traffic Impact Analysis, the Commission may decide to table their decision until the City Engineer's concerns and comments have been fully addressed. If the Commission decides to vote, staff recommends approval of the proposed site plan with the following conditions: 1) Submittal of a copy of the tortoise relocation permit and verification of completed relocation required before issuance of the Landclearing permit 2) Submittal of a revised Stormwater Management Analysis with a certification statement from the project engineer that the individual requirements of Section 54-3-12.8(b) have been met required before issuance of the building permit 3) All traffic issues resolved to the satisfaction of the City Engineer and Indian River County before issuance of the building permit 4) Complete screening of any rooftop or irrigation mechanical equipment 5) Tree material quantities should be adjusted so that no proposed species has more than 16 plants 6) Submittal of a copy. of a recorded updated stormwater easement and maintenance agreement before issuance of the Certificate of Occupancy PREPARED BY IDAT Indian River County, Florida Property Appraiser - Printer Friendly Map Page 1 of 1 Print I Back Indian River County GIS ParcelID OwnerName PropertyAddress 31382200001000000002.1 S&S FLP#2 'B" LLC * 9150 SEBASTIAN BLVD SEBASTIAN, FL 32958 http://www.ircpa.org/PrintMap.aspx 6/15/2016 Permit Application No. SE?u+N City of Sebastian Development Order Application HJUE OF PELICAN GEAYn Applicant If not owner, written authorization notarized from owner is required) Name: AutoZone Stores LLC; Kevin Murphy Address: 123 S. Front Street, 3rd Floor, Memphis, TN 38103 Phone Number( 901 ) 495 - 7625 FAX Number: ( ) 901 - 495 8969 E -Mail: kevin.murphy@autozone.com Owner If different from applicant) Name: S&SFLP#2"B"LLC Address: 8195 N. Wickham Rd, Suite 210, Melbourne, FL 32940 Phone Number: ( ) FAX Number: ( ) E -Mail: Title of permit or action requested: Site Plan PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING. COPIES OF ALL MAPS, SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND 8-1/2" BY 11" COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. A. Project Name (if applicable): AutoZone 4910 B. Site Information Address: 9150 Sebastian Blvd, Sebastian, FL 32958 Lot: Block: Unit: Subdivision: Indian River County Parcel #: 313822000000000000002.1 Zoning Classification: Future Land Use: CQ Commercial General Existing Use: Proposed Use: Vacant Automotive Parts Retail C. Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessary): Construct 7381 SF Automotive Parts Retail Building with Onsite Parking DATE RECEIVED: 3 FEE PAID: $ 0 O.r3D RECEIVED BY �(15`l�� RECEIVED MAR 2 4 2016 City of Sebastian Community Development Dept. Permit Application No. D. Project Personnel: Agent: Name: Kinney Engineering LLC Address 2573 34th Avenue North, St. Petersburg, FL 33713 Phone Number: ( 727 ) 804 - 6922 FAX Number: ( ) E -Mail: jason@kinney-engineering.com Attorney: Name: Address Phone Number: ( ) FAX Number: ( ) E -Mail: Engineer: Name: Jason D. Kinney / Kinney Engineering LLC Address 2573 34th Avenue North, St. Petersburg, FL 33713 Phone Number: ( 727 ) 804 - 6922 FAX Number: ( ) E -Mail: jason@kinney-engineering.com Surveyor: Name: Southeastern Surveying Address 1130 Highway 90, Chipley, FL 32428 Phone Number: ( 850 ) 638 - 0790 FAX Number: ( ) E -Mail: info@southeasternsurveying.com Jason D. Kinney BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: _ I AM THE OWNER —I AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION, ANPQ I AT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACC UATE-flNpTfRUE T THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNAT E - LOREN C. PRICE DATE SW RN TO AND SUBSCRIBED BEFORE ME BY ** EXPIRES: July 29, 2e010 ERSONAL (NOWN TO ME OR PRODUCED 99ndoo No Rwo N?Isry hobs AS IDENTIFICATION, THIS L � DAY OF iY "IRC- N , 2014. NOTARY'S SIGNATURE - !'- PRINTED NAME OF NOTARY^ COMMISSION NOJEXPIRATION'zr� SEAL LOREN C. PRICE MY COMMISSION f FF 14100 ** EXPIRES: July 29, 2e010 V�'4WI 99ndoo No Rwo N?Isry hobs 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. IME, _ THE OWNER(S) / ✓THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE Planniig and Zoning BOARD/COMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN CONNECTION WITH MY/OUR PENDING APPLICATION. I/WE HEREBY WAIVE ANY OBJECTION OR DEFENSE I/WE MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY/OUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS BEING SIGNED BY MENUS VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, OR PRO ISES MADE, BY ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN. l4--tu�1'--j11 1-/5--111 SIGNATURE DATE Sworn to and subscribed before who is personally kno n to me c as identification, this day Notary's Signature Printed Name of Notary Commission No./Expiration Seal: A" MEiEWI N My Pull . SIM of fbrlda Comil wfl r FF 938M My comm. Eaik" Nov t9, tots (a. *11111111100 Ilift Noisy Asan 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. I/WE, _ THE OWNER(S) / �& THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE Plannho end Zo mg BOARD/COMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN CONNECTION WITH MY/OUR PENDING APPLICATION. YWE HEREBY WANE ANY OBJECTION OR DEFENSE IME MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY/OUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS BEING SIGNED BY MENUS 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. $ 131 i(o SIGNATURE DA Sworn to and subscribed before who is personally known to me c as identification, this t'`lday Notary's Signature Printed Name of Notary Commission No./Expiration Seel: � AS FUS `. :Y �e C STATE a®' '+lp' OF to TENNESSEE NOTM O_.. FISLIC ®F. OWNER'S AFFIDAVIT DESIGNATING REPRESENTATION FOR: Before me this day personally appeared t'Y-1 l t e -13 1�"4 (tg who. being duly sworn, herby proclaims that he/she is the authorized representative of wner of the described property. does hereby authorize AutoZone Stores, LLC and Kinney Engineering, LLC to act as agent with regard to the permitting of said site development. PIN: 31382200001000000002.1 /Z-£ Signed The foregoing instrument was acknowledged before me this � day of ]jQ Q tog r b • Y Y E ( i E D , 6f. who is Personally know to me or who has produced F L- D L— as identification and who did/did not take an oath. NOTARY PUBLIC: Sign: Print: Tu lie /-t P-2 24,4r Title or Rank: Notary Kb(i C Serial Number, if any: F -r- R 3 iS 6 G 9 My Commission Expires: Ft.4910 Sebastian. FL (seal) JULIE MEZZA0Ri • � No"MF itt0lk • Sdte of nonan Colaaak n i FF 03MO M' Catna• EYIrM NOV 23, 20to haallaMnt oon"WlkfarAon Location Map 3C4LE g,.3. Site Development Plans Proposed AutoZone Store #4910 9150 Sebastian Blvd Sebastian, Florida Applicant / Developer: AutoZone, Inc. 123 S. Front Street, 3rd Floor Memphis, Tennessee 38103 Architect: AutoZone, Inc. c/o: George Callow 123 S. Front Street, 3rd Floor Memphis, Tennessee 38103 Civil Engineer: Kinney Engineering, LLC Jason D. Kinney, P.E. 2573 34th Avenue N. St. Petersburg, Florida 33713 727-527-1656 CONTENTS C0.0 COVER SHEET 1 OF 2 EXISTING SURVEY 2 OF 2 EXISTING SURVEY D1.0 DEMOLITION PLAN CO.1 GENERAL NOTES C0.2 GENERAL NOTES C1.0 SITE PLAN C1.1 GRADING & DRAINAGE PLAN C1.1A GRADING SECTIONS C1.2 UTILITY PLAN C1.3 SEDIMENT & EROSION CONTROL PLAN L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS L3 LANDSCAPE NOTES IR1 IRRIGATION PLAN PH1.0 PHOTOMETRIC PLAN C1.A SITE DETAILS C1.13 SITE DETAILS C1.0 DETAILS C1.D DETAILS C1.E DETAILS RECEIVED City of Sebastian Community Development Dep' U mud eo y a LL E Q 65 q O E v m Qyt o00 �M mm3 Ke k YE8 «Ing 1.1. 2573 s4nA —'— ". 5 P b g :1.33]1 429- 27 1656 FL GOA #30311 C0.0 0 - RENLNMM. • FOUND CONCRETE MONUMENT ® ELECTRIC FIXNRE 10 = ELECTRIC SE.. NOTES 13 = FAT III wLET v FIRE ..DI 9 _ CRUSE TRAP u0 UU - CTS Mart ❑ _ 'MRE PULL P. • SET5/9' IRON ROD k CM C. 2TCB) UNLESS OTTERNISE NOTED M.VO.' IRRI. CONTROL YPLVE SWM.ICR'S .VPoFT: ". POLE IXIIRy la a boded H I;.,a Ivmlbn a maM1inga by atAity avmp., no,heal tNe..orlon. IeoWroe end eensWeb n plops elNellonal = MITERED END s£CTON o - FOUND NAL a OIC PoST ® - SOIL SERINE 2 - 6w6ANY MANHDL£ .- - NON-1R4TrC SON 31 _ S... Of = Thad"D SIGN d MUMS -DEL_ - BURIED ELECTNC LINE -OU- = .11. FIRER WTC UNE -OR- - BURIED TELEPHONE LINE -O- _ AAA LINE -IRR- = IRRIGTON LINE -OHL- = ONFUNGO UTLRV LINE -WL- WATER LINE g Dealthaff A. -FU- FORLE NNN a; TREE/HEOCE LINE PyC MUN Ii CHLORIDE PKE RV - REINFORLEO CONCRETE PIPE (P) PUT (D) OFED LD - t1LENSEO BUSINESS LS = LICENSED SURVEYOR RLs RFGSER60 LAND SUTRYOH POM = PRCTESSION.LL SURVEYOR AND MAPPER PCP - PERMANNI CONTROL PWM PRM - PERMwE.n REFERENCE MONUMENT ID IDENTIFICATION R/W - RIGM OF WAY FF - FINISH BOOR ELEVATION .1 - END OF INFORMPTION NM - NORM AMERICW WNM Ngyp - NORTH µERICAN VEATIGL WNM D'Adef - TWVERSE POINT SSNC - SWMGSTERH SURSAD O k Mad".. CURPoPATON = TREE SIZE S. TRUNK WMERR IN X ES MOSURED AT CHEST CHT VICINITY MAP NOT To SCALE SHEET WICIfT SHEET 2 ..I. k T.fCA.1IC DETAILS ZONING ToIJBILT IIEMS SHOWN ON SCHEDULE B - SECTION II T01E COMMOEIEM RU NUMBER: 5011612-2021-3158872, DAM 11Y 13ER 02, 2015 ISSUED W. FIRS' AMRRICON TIII£ INSURANCE COMPANY H"',... .` m�D. �dPw1n a' -pr 1r""Maw.ple hoop .d.1 -Tal A 2..°°.oef`laer w, © a- IN sur 2511- Sexpees wm -1 awe+amwry N+a ¢ .1 alum ea[aI. ALTA/AGSM LAND TITLE SURVEY AUTOZONE DEVELOPMENT CORPORATION AUTOZONE STORE 4910 9150 SEBASTIAN BOULEVARD, SEBASTIAN, FLORIDA SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA � r. OESCPWIKKI: (011,1.1 handed had, 2s5t, page lsae) m S Lot 1, LESS Ina He sl ] Teel mere." fageIFer xiM all or Lal 0. Ramon S div io naAing fa tle plot In real, as Ne n 11.1 Bavk C. Page .11. Idea e Coanry, A.= T;: EyOw: I verlY I6nfeel InemN aaeaea 1. d... See, LnH fn Ell Re.wee m 4 genaras e ^e reHNed -1 Vier P bl a1, esa. Book 1 BI..,a "EM. 1,n Ian Rlver Coanly, Flenae u h bele'ad. C.....n. 0 awes, mereIs e TNI Poland p PONT MaNda mew- SUCANS: I-. Can III M.VO.' SWM.ICR'S .VPoFT: N 1,y m Sw �I IXIIRy la a boded H I;.,a Ivmlbn a maM1inga by atAity avmp., no,heal tNe..orlon. IeoWroe end eensWeb n plops elNellonal mmhheeal. I'd .obey. .ad -.ansa. at the, m ,Of that ewe FN bwn Rea lUFUHP. = & C z Ea.emem¢ o al was belt a eaandea P 'd, I.- bead I mea Io m o, by .Ill. nave Onee rnewpamtetl into ms e1, nmq r'an appmprrut. HaN ba. ahw eoeemeal. oy ae aizaa.e°ze by . aemm al the 'aeon Needed NITUTIS . added. Ed 17") --l"d IIEMS SHOWN ON SCHEDULE B - SECTION II T01E COMMOEIEM RU NUMBER: 5011612-2021-3158872, DAM 11Y 13ER 02, 2015 ISSUED W. FIRS' AMRRICON TIII£ INSURANCE COMPANY H"',... .` m�D. �dPw1n a' -pr 1r""Maw.ple hoop .d.1 -Tal A 2..°°.oef`laer w, © a- IN sur 2511- Sexpees wm -1 awe+amwry N+a ¢ .1 alum ea[aI. ALTA/AGSM LAND TITLE SURVEY AUTOZONE DEVELOPMENT CORPORATION AUTOZONE STORE 4910 9150 SEBASTIAN BOULEVARD, SEBASTIAN, FLORIDA SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLORIDA � r. OESCPWIKKI: (011,1.1 handed had, 2s5t, page lsae) m S Lot 1, LESS Ina He sl ] Teel mere." fageIFer xiM all or Lal 0. Ramon S div io naAing fa tle plot In real, as Ne n 11.1 Bavk C. Page .11. Idea e Coanry, A.= T;: EyOw: I verlY I6nfeel InemN aaeaea 1. d... See, LnH fn Ell Re.wee m 4 genaras e ^e reHNed -1 Vier P bl a1, esa. Book 1 BI..,a "EM. 1,n Ian Rlver Coanly, Flenae u h bele'ad. C.....n. 0 awes, mereIs e SWM.ICR'S .VPoFT: N 1,y m Sw �I IXIIRy la a boded H I;.,a Ivmlbn a maM1inga by atAity avmp., no,heal tNe..orlon. IeoWroe end eensWeb n plops elNellonal mmhheeal. I'd .obey. .ad -.ansa. at the, m ,Of that ewe FN bwn Rea lUFUHP. = & C z Ea.emem¢ o al was belt a eaandea P 'd, I.- bead I mea Io m o, by .Ill. nave Onee rnewpamtetl into ms e1, nmq r'an appmprrut. HaN ba. ahw eoeemeal. oy ae aizaa.e°ze by . aemm al the 'aeon Needed G J. 0M a If .aaoManae xlm the maps OF eel ey OpenedWt of Pmlen heat arq NOXeonter 47-17 Of TLor 11rvty11 taT,o .1 n Cotle. The OO- OIN .dp- Chapter Se -IJ Tea o arida Fam The UN .. l m m% melnM¢ usM !01 tM1l¢ survey meal e1, aeneea Ills all I.,l requ;remenl. ilia dimenarmn em M1ereon are m Ended Fallen a .near lee! .nmol¢ Inerze. le,tam a d Fall , A The a." lead HL ame,mm. dwne„Tp el be. an. chew„ I---1 1, Of .. G d alfar,-'a '..aaria„ len net seen Yell.,Of g 5: Surver he all ort or me aowee 11-1 a,. not nee rNnodl Ile a,lI end It. w;glum ,.vee hall or . Mama Na.l. .,a, aM Plant.,. a; z The,- 0. My .Ymea1 0. Foram.. In m. ..... a ow not la ¢am.. IN f $ Of I Aldan- r 111Me H, mops Or rzponS by other Ina. In delay,paey .1 arked le pmMbiral riIhwl weften cendenl dl Ill (going pE' v W parries. SO S, beanhya a,.- be -,lm.n.menlM mer Well Ill. m flaSabalnabn, awn, Henn OV 11'Os' Eval..."Se ane liar. -Fal - OND .w M. TOn m 3 me, vla'. 10. V1-1 In wm.t on h ,m nevem "Oh 1. N.tion.I G.eebv 1, (NGS) pant. PIOIOO4Oa0, being a Ill, .noosed roe rUl eek UHI .1 0 a n 2011', n Nng a ..-be, Of e.a let N9YDOD DeTer pe $ o 1 " .hero an lna m p a P, ... Nnencen UeWm f 1903 (N,aDI 2011 eajvslmen1. SIT TO Plane Cle'd;nvle ICvmnl syslar" I.le.r E.xtf Zvne. p.inf(s) odea lvr Inv ..rvey are NINIllr beadefle S, (NCS) po;nle PIDNAASOI; eietanZO sloop are OR10 dad'all. N. On lode. own mw. Helm[ rwl.rad nand Aber, thea eeanI .1 ITh a, a In the immaaerle n1nM OI Ill ae.,F a. -Mend pm.l paana.ry Ga➢ 1,3 RqM ole day H He .nvwn I..0 w el tl by Dana m enlvlbn, re waN 'Toed, r l a a Nrlghl If Wvy M.W. Old whIrmaban FeNinee an dCaunrynPmperty the �naivn River Popr.ven eb aih. Na RigM1l a! Wayavc.mentvbvn xee a dednby Iran. In If q Th. ..'a ae Ended portal cwlvins dy". .goon Feel d1 I.SC .ares, more .r lea•. V TO peM1r mr.rmmmncYporn nerem. that 1,a. fin -Nal, ranea 1. IID. sarvemn .w namPrrea warn, Nlw.nl u.are oN. at.. oll.mpl xah mash by6 ,be (IH M venfr TO amergenry T TO ede M.wwe. elm .-.,..all Agenny. H Map (FIRM). map n mbar 1ENCHOD01DT. map revBee/anted Oecemaar Ot, 2012 1P M the Open. Ndn,mm opera 11 Amin nine x c lie 2. 1 ins inawpa M.I.-and run I NhdOl .r an ab.naa. UN...11,11. apiNen w ,,a ed-Ilment n "I .wwn may reveal.1plan, emanative affafed he o re.I haven wed me Fnl Toe I.h.nna. C.mI Ince in m / 50116¢-2021-3459622. ended n/D2/2015 01 ak r-ded Sr an -all --H eawpt riana. leanerea I, Smeale 0-T .r me rald One- -.Mrt..Il hme bee, eMxn w Htee an fee do, a if 1. i0a C --ran, .... SIT Eeceplivne 1-D . . . d -,My endtal berevy 1,n a . .Rwlm, a not affecting the qqq� ^1 ablenl parcel ere ore the all, "e not quo fed by de, 1. rende-. ear' a t. tnwe non rvmY m.tler ene"Ides. M OT PonlHe .a re, meals Natene .1. s ry y INOs) ThN Draw sass CO.,.penlw y 1 OOOop-1.0 by meaneam me.naremenl: O W C 21. Suejec8 r n belly IHed LC' Lvmmertiol General. ead, S I Of mntnWedd .,he Oidewlks. land FTJ galllandrepo.e e. ". Pa. el'all hidewlbr ..b .ria StAl". 6 /eel. End "Of 5 feet ml.arn- adept 30 feet .nm aemUnq a Helfentml d3NTL Rmr yard: 10 Net; eeeept 30 Fee( then vaallln, a Meadalle d;eldcL aFP q k Building SetbeR line. .1111, he nn do m the a rant ;n rmmiomken I- CNy . Sede.ban Fla.. Cnlme MLOJt.E and and..lypt v _ [longe e.. on soda,, a ....d. aIle plan n engas, t spat¢ a, aper m%u;c.tla'. a 22. Thu y- did n.t abs....olden. on ALTA/ACSN Lana T.". Table 'A' Somy ReaulremenM Ilemh IS -1g en an aver M. a Bribee panel da of thea dale .1 thio ehrvey. g O 4 SLLMYOR'S CE FddatTON: T.: Aa az . Smr.., He. Old Hol Amedaen T0. m-N,Nd Can, g [+ m1. In I. ce"'hy 11.1 m,a POP .r w.a one The I., - .1,I It d d sea were MITI Incwe.nw H1 , the ROTI MI aaStandard ryW'm Iv petal lnm ALTA/AGSM Lan TV, ST, Selby eytheldhed end adoptee by ALTA and NSPS. One le, audItems 1.2. E. 4, 5. 6(o).2(.). 6. 1. Ill), 3. EL 17, .L$� le. 1,g .r Taele A meredT one mmb m. SI NdUPEMenm del mil ;, almH.. Sar, Negmrmm.ms (Nui.;H ne-CO-1t). me lda ed. he m -'lean Q p n/oe/ems. Soleal vlal or mop: 12/11/1015. <9@ i OPAAING NUL�6R NOTICE OF LVEINT" 5B89R002 Ills n ceRRl a Id mdse 1,n ea n.rm All d e b 11 . e1, Maly ;n ecnn p nla dry and wrveya, Iffy l en e1, vn'FULdere 1. heweb�ETend- the, fatality . e hander edd-*mde therighty . r . peri ,d,a .r I- WlE�O®t lease min. e1,. x1, .wee. r ., aae.enl e1, be.aaawT. 1 oe 2 — — �DRDAD (p) — — Tag FLDgIDA RCE OF - ----- _ m:—E OFWAY FIT m+ n1 �—,-•— x S leTv" - y..rArrz < µur ani n ,�pcm u.,n^nulnl'� n r6. „am}+ n W..ae'"' o rca➢ 337.88• I s i s c +, • ,s aoe°sepwV^ �n—' — '�� .i mmacsr a � — 6 d GO Nw 1.60 ACRES OR e 69.735 SQUARE FEET f u VA PM LWDS O 1 O FLOOD ZONE171 '% m unnmx.mx I LOT zwc%+ LOT3 + .A tt I.E kIkm.u�q h o ROWR SUBWSION + y •t§ i 3 PUT BOOK 10. PAGE 31 O w ROMPR SUBD PME + „ e _ m+ � v o Ig PLAT BOOK 10, PAGE 31 t Lor z m O ROWR BOOK PACE o ,ow.Pxic�sz°rr+E I m x6 n.. -U rtaI � n.d ,.a rr.. ` n.: 6 +a3 Y - s ° 1;sa a 1 mom; L�Im q Wain. a ad V ;II \ ao +m• sn NVE a oicc '� E t _ a —zAI oN TRA. ¢e7enzo.efi• re 1. +ns v- Wf n C i Run ;;,. I Ha>Yse•w-w 133a -a©' a=„�1 a�,6,..m„� s �� sv.=mm 'r GENERAL DEMOLITION NOTES I, All rhe to be nerearoiehed in slial conscience with all Ircnl emiromen, city or state. 2. Within the Subject Property, me Intent at to M1me o daft, clear site, tree of all ea're4eq items noted he be remonad In ower to perms the surestradmor of the one project. 3. At Tams noted 1° be removed by the Self shall be acwmprffim prior to The closing of the Rml Estate Transaction. NI other items noted 1° be removed moll be bene sa us pod of IM1econic: for 6eneml Comtruct'sme C Ramose and dopose of may sidewalks, fences, 'no roar, sends old auburn requiring remosnl from the seek area in an approved aft site IaMfA. 5. To )POrect., small secure all permits for bis aereciion and disp°s°I of he dem Iom Propperim to be aphowel frours the and. me Contractor shit post b ds ad pq pproot fees a, nefired. 6ulang Oemollon Contractor sholl Ce responsible for Turman and d pmol of building hadlon tle6. 6 IM1e htnletl pore may not reffect or utflit IM1e site or sae and ng 1 in he p cert s Th Contractor ft p miry beahem ane esntense of Iffy ce9 pert nru°lis, He CanlmcNo shoo cru 'SUNSHINE ONE CALL' at I -BOO -433 51]0 72 horn paw to conslmc6on 7. The Contractor to remom all moral to sl rg INdures vneUer sheen or n l y far the c,,.,Pta Otlay C poq to cut and cop rarely formal at the par,my fine or mon (os req 'ed). All arromines may rat be M1 thin Pira. 9. For oil N noted t an wed remove not nay the boar groom etersIs but d recall dopments as well -including but net necessonh broad! to: forindrithars. green1 fills, tire rowle.old pipe etc lO Backfill II 1 esull g f 1M ff d m sad m to ewl the agreement, for fill PaVands in the Colossi Report, IT The Contractor sM1oll protect II on, onuments and property c urng dcorebuclian now Contractor dichimed pm ..,.—air etc sM1oll be reset by a Lmnttd Land Sursaysir of the evperse of IM1e Contractor. I2 The Contractor shall resiwe a, Nfly specturs. ppet pawmenl woad raenulks relaredxnped a. don rbM during demonan to neo- argnal condition t° thin satisfaction, 13Al buddings. buddingfissandation wallsand Iomt ngs -m&°tea on this plan to a, removed from site.Commit shall secure any permas and M all lees and poll planar, and graben, and debns remmal for to commenceme 1 of 'red, ripprecomp. N. All addition shall he cut and capped prow, N doneration. 15 AT ex f g On4 MII be pmterstM during demobn IOrchards. Oull act Ore. woren -nterrepleas Nor °IM1e, utl ty tamrm 17Contractor sM1oll obton and supply labestm So,, as neresmp 18. Pmor to removal of any Gpidlt or o>ercrete rumored, wan the RUN, the area must be soxcut to pmvent any damage to toe roadsay HL De net reach (usailially lar silt fere °, Ire¢ harrmdes) When me &A Gan of a, ev song tree. I I —OAD P) AL R� _ - TRANS FLORI11 RCE OTRAY _ = — Y SAW CIH ASPHALT ALONG IENGTR of- Nmu =� —�g�g - -_ _ la _ . A�NUE — — s in II ------ DRToo, RIGHT OF WAY -- —°r° is w - u" _-�-_� -- GUK AND U sop TO _REMO ,ea -'----__ --------- 6 _- - eeaoxe IRn ' CALL sunslllNE srAI ONer. _ --------_..19,ar AKA _ I .mG2 ourLopPwRIDA H • assn c v qqq j stT NFR " &� I — rule n cSli nO,v�'--V ts.>t PT Sar-: N - e II •' I n ow 11.•' I II. —sa NBO'S202''E I m .. I e Holes Po r PosoI ` �\ II, nn I> on. — _ _ _ f news I f L. -J ' I _1 iless AI AL �. In W Dreg L _ In o �Ower� ° .°0°133 LF EXIST STORM PIPE e - o"Iss r as,, (D""` j. \ AND MES TO BE REMOVED, 7. Nor "' °: ,�.. '.. yl CUT "'TING ASPHAIk FOR CLEAN EDGE °_' _�"' _ _ - ® £� as RAVELED ASPHALT TO BE REMOVED -_- - - 3aon ares nearaliXISTING 1Bt. Z - _ —I ra _L. r _ — 1955 r. Zax [�of pm lossZ oro, r9m 3P9 za aN u Iurne1r.m 6 - _ - EXISTING ASPHALT AND BASE -- ' � are 6q°>:q ' - - -- - _ _ - �_.--_ TO BE -REMOVED FOR PIPE INSTALLATION on In -- -_° .r,.wAND GRADE ADJUSTMENTS. r v - r 0 _ aw, ..- -._-aw --___-._..-.-__N8988=56'W _ r t333,miss - ' -- _ _ _-' n1. '. o - �w n Lw9 is. At Imr - —..--' --. -- ----_---___ I., are- - -'----__ --------- COUNTY ROAD 512 - eeaoxe IRn ' CALL sunslllNE srAI ONer. _ --------_..19,ar AKA _ SEBASTIAN BOULEVARD .mG2 ourLopPwRIDA H • assn c v qqq j stT NFR " &� I — rule n cSli nO,v�'--V ts.>t PT Sar-: RIGHT OF WAY VARIES n M,le Ia'gv. 1800-031A]r0 Call kfmawx aa. e II •' I ow 11.•' I II. 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IXIFWAY.A60LERELNCIEs1E0 MllVM08f NR%CS41PE dLW DAUW il£IESI605RL:. 1051MWINJMRWH➢1ES1WMiNWQ 10611 {'%PE=141..SHEWps P., I; RTE SINNUIES m sm«AMROMXENGM a FIE TESrm WrCIlYEA1s OffPIEM fOsla aPIHE,HWETPSnsL4gM QGTI H,,. NUMOFPY£rEsrm,NWCNEVFA . TER 10511 IPPFE=IMXUTRA3$cNNS FA !THE% PM PPE IRIFD, WMd1A4R6OffAlEP 10515 FE=SMXUfrbWYLWWdYIRO %1FHGLxtETHE PPER61E0WHCNE'hRIS MEWTHEN lOs. COHdIL11FA H ANAINGC£wYx.,SNAsPM1E 6OMNU NWNE. ENTAT ULWAPIP wAtER MYW xN .ITIO SEE@DOSAFIVANINE F MEUR 1. OEM 1Esr WIUrC%1 Qf xWX 107 MA'MLIOERKIKNAEATOOFPEE6MEA IXE FWN.WJ.xFIUNASeF➢i cGFETION.OINgPCEAr EWHAYGY5. NWIMMAtOWIe1FPFE CESI£ciKK) 65%MEALII�BY NAIULLLrNUYAGAA4WpELMxJIM111XE PIPE. Mry FP1MPPESWL.BEIYM"AID M'c WR6CIm MV PEIEsrm i0i1FKKl'[E. BB MYOUBIG! CALL SUNSBINLI STATE ONE CALL OF MM) UDA Cw Nlewvb(ACdON. 1-HIIBJ3L4]'/0 Call lRbrep.'d0. CO.!_ GENERAL NOTES I Property me and rght of wq.contrabandist deal set he tlswmea by conArve9on. N star round, if, short be real to Be' itI Ref ns It I, Courrodors aspen. by a lb,Zred Lona Survryor. 2. Proof Roll Bu ld'ng and all punrat areas. Nohty AuloZone Stares LLC of uq 1aaapmble mans. Bral dimensions shown on the Ciril Ellgneedng Bons are for reference parrimm only Conlsatlor sholl use the ArcRtabodual and St-tLml Pions for read BU N'ng d'awnuons 4. All site assurance are nuferenEed to the fan of curbs or edge of periid, a^less omerese noted. 5. NI vdnsted. each ontl gullet street prying, at cuts dmewoy oppra<M1es Coal... ramps, ere- ancestexted aWsde the dope ly line n the right of way shall conform N oil n[pol and/m Stole slignafldis. tl eq rements. Ou At dislurbonce mal to my abs ng earned, due to C.,Nll9on or domililion shop W restored to the previous converting or belle' and to the mbaf lain of the CRY or State Authority At d 1 bed RM sill be readial 7 The Claticandifts starl provelas AdBull. M f II enslrril CariduodergrouM 119 ) to Atal too t Me and of dominated' 8. All Ismares. to Face of (and makes othrnf. noted. 9 Radii 3' unless Id 10 At indswilks shall he. hmomed finish. 1'r Stindmd Index Q.1110 1304 k 1310 for the drimmulges of sdewalk ontl meet current ADA Standards and All musts plied in the dight of way shall be from on FWT cal plant meeting of mnmum req. remen6 ds referenced in the Standard Speifm0ons for Read aM Both Cond uctron. Concrete andel be a .,.roam of 6` thick, 3,000 Ib. Class I, ren stramml with flair mesh rommol. 12. My damaged sdewalk damaged all construction shall be removed and replaced. 13. Contractor shall refer to FOOT Slondord Index (2014) fall 613 and 616 for Mantamed, of RWdwq TmR, on 1Wdivel and Ind,, /6W far Wredrawn of Pedesblon Traffil 13. Commem al/mull from% bindings shall post a mnmum 6 nch ..mescal address IRC) 9510] (3) (b) 14. Combust bl lownstrumme requires 4vnperrory f lanes ane real ^amllafo^ ,nor to mmbmir on site. Apps aut wnloss both Ams uskng eerelopamnt. rot 4 mry ed subdivided after developmanl pres,do BULKAREek REQUIREMENTS Lexpenw. SM® SAN. mrssestrearda ll axamCF WNrkRreM sawaskPC Y: an., AD'move leml kvi ID NUMBER 3139 x3OWp1 Oa0- larsom REousa wlPRoxDED UN Ea, ease deep S, R 691. sF camormove IT 33' C varl r E Fr a0.a VASTRR RU I➢Xc SERPCK 6 ET 1. rr Coal .'.'an YleAa codes.moviater mail aS IT sl I f e xc a.. NP%Muu Lxrr WHAE am. ximan. lin N BUNNG .O RACE ']ex S' ffearC us s MADE To TxE sEpuru�LAND DEs2rbouem As m -for cmE E RDIpxG COIERAGF de ].a 5F .. CnNCe, E%STxG D � PRDPG9E0 SWAFERET l r SWARECIEs PGEENn ow"Groweemor PREAs3 Sr. 35 3. 6z5 Sf. PERNq)5 AN. }3qx S.E. I dral I 3x.9. 5.f. 1 114. D 12 5 A 0 PRUNDE 0.168IC-fT a STOROLE C41WIIN 18.8 AND 20.8. tb PAY BE I&LWATER W A000KYik - - - POSdIIIEO CONSIRUCIpN. I ES71IPE. f SKbe BAR _- IPE 0 EASIER LWE1Leed 06 xs EN PAHA a ARF PA LF We SIT = O 21 as — n IOW A99V1T PAVEMENT WAR FAUNC PAME E69 x1 'T R' li. LoiI 21 a o3xxEcr TO ENBIBz PAHM 2 ' CONTRACTOR SNg1 REPAIR ANY -� Cal SECTIONS OF A,\'65 x6 RO WAY AT kill OF x6 I9 1 - UDnd PERfY UNE _ - - -- - - -_STEP-SIIRWAX `2"�:.•-.2: �_4 ::S y,}✓- Child ROAD 6i — — � a,":A Srr3a-,IAIV i30rI,F1.i)( PAVEMENT LEGEND Aa%uLI. - do down '/at, AL.TTE eoI RIE nacre - desal 1/EIA AFI[FANG -,2 calr,EId PARKING INFORMATION aM Control favors - see delaik 21 § 22/CIA Maximum Dow SEQUIRELINTSwalm Pom WE 93E Q go 7.38263 S' real N pYNCLOSED �BTT SF PNBUL YSE ARG usual REWIRED S was R®3e 1tw ANO- saACES vol P... DW. re 3D Moir uawnYv ll ax n 25 F7 sp. nDAwxc z. SPACES Gerd's exi I 1 Steve O Gardens ale 3 O Eonc lI R Ca see derail I3/CIA U REaddlia E s d. ro ME Cott Ci i KNEel eME Il, a. AREP E ]AI] SF RELPL RCdt SE CPXp+Y GENERAL NOTES I Property me and rght of wq.contrabandist deal set he tlswmea by conArve9on. N star round, if, short be real to Be' itI Ref ns It I, Courrodors aspen. by a lb,Zred Lona Survryor. 2. Proof Roll Bu ld'ng and all punrat areas. Nohty AuloZone Stares LLC of uq 1aaapmble mans. Bral dimensions shown on the Ciril Ellgneedng Bons are for reference parrimm only Conlsatlor sholl use the ArcRtabodual and St-tLml Pions for read BU N'ng d'awnuons 4. All site assurance are nuferenEed to the fan of curbs or edge of periid, a^less omerese noted. 5. NI vdnsted. each ontl gullet street prying, at cuts dmewoy oppra<M1es Coal... ramps, ere- ancestexted aWsde the dope ly line n the right of way shall conform N oil n[pol and/m Stole slignafldis. tl eq rements. Ou At dislurbonce mal to my abs ng earned, due to C.,Nll9on or domililion shop W restored to the previous converting or belle' and to the mbaf lain of the CRY or State Authority At d 1 bed RM sill be readial 7 The Claticandifts starl provelas AdBull. M f II enslrril CariduodergrouM 119 ) to Atal too t Me and of dominated' 8. All Ismares. to Face of (and makes othrnf. noted. 9 Radii 3' unless Id 10 At indswilks shall he. hmomed finish. 1'r Stindmd Index Q.1110 1304 k 1310 for the drimmulges of sdewalk ontl meet current ADA Standards and All musts plied in the dight of way shall be from on FWT cal plant meeting of mnmum req. remen6 ds referenced in the Standard Speifm0ons for Read aM Both Cond uctron. Concrete andel be a .,.roam of 6` thick, 3,000 Ib. Class I, ren stramml with flair mesh rommol. 12. My damaged sdewalk damaged all construction shall be removed and replaced. 13. Contractor shall refer to FOOT Slondord Index (2014) fall 613 and 616 for Mantamed, of RWdwq TmR, on 1Wdivel and Ind,, /6W far Wredrawn of Pedesblon Traffil 13. Commem al/mull from% bindings shall post a mnmum 6 nch ..mescal address IRC) 9510] (3) (b) 14. Combust bl lownstrumme requires 4vnperrory f lanes ane real ^amllafo^ ,nor to mmbmir on site. Apps aut wnloss both Ams uskng eerelopamnt. rot 4 mry ed subdivided after developmanl pres,do BULKAREek REQUIREMENTS Lexpenw. SM® SAN. mrssestrearda ll axamCF WNrkRreM sawaskPC Y: an., AD'move leml kvi ID NUMBER 3139 x3OWp1 Oa0- larsom REousa wlPRoxDED UN Ea, ease deep S, R 691. sF camormove IT 33' C varl r E Fr a0.a VASTRR RU I➢Xc SERPCK 6 ET 1. rr Coal .'.'an YleAa codes.moviater mail aS IT sl I f e xc a.. NP%Muu Lxrr WHAE am. ximan. lin N BUNNG .O RACE ']ex S' ffearC us s MADE To TxE sEpuru�LAND DEs2rbouem As m -for cmE E RDIpxG COIERAGF de ].a 5F .. CnNCe, E%STxG D � PRDPG9E0 SWAFERET l r SWARECIEs PGEENn ow"Groweemor PREAs3 Sr. 35 3. 6z5 Sf. PERNq)5 AN. }3qx S.E. I dral I 3x.9. 5.f. 1 114. D 12 5 A 0 PRUNDE 0.168IC-fT a STOROLE C41WIIN 18.8 AND 20.8. tb PAY BE I&LWATER W A000KYik - - - POSdIIIEO CONSIRUCIpN. I ES71IPE. f SKbe BAR _- IPE 0 EASIER LWE1Leed 06 xs EN PAHA a ARF PA LF We SIT = O 21 as — n IOW A99V1T PAVEMENT WAR FAUNC PAME E69 x1 'T R' li. LoiI 21 a o3xxEcr TO ENBIBz PAHM 2 ' CONTRACTOR SNg1 REPAIR ANY -� Cal SECTIONS OF A,\'65 x6 RO WAY AT kill OF x6 I9 1 - UDnd PERfY UNE _ - - -- - - -_STEP-SIIRWAX `2"�:.•-.2: �_4 ::S y,}✓- Child ROAD 6i — — � a,":A Srr3a-,IAIV i30rI,F1.i)( PAVEMENT LEGEND Aa%uLI. - do down '/at, AL.TTE eoI RIE nacre - desal 1/EIA AFI[FANG -,2 calr,EId W aM Control favors - see delaik 21 § 22/CIA Maximum NmwNYe 1 -9q1 -432-077U xr,d Call mmlewlldlg. ® u'`wrml°fiu°1vMtR A'Adve ,`me, u� xn sawn KEYNOTES - EUNdina@Pwing Combat, at - FDD' 'Rise E cash and gWler 0 Concrete Po'Mg - see dekfi 4/CIA 6pansion Ol�p4 yLSLgn _-Sete sltrung"raCng3-(Under .,orate permit) 1 aM Control favors - see delaik 21 § 22/CIA Maximum spacing fav Control joints is 15,-P ac. rah was. BLDG. AREA = 7,381 SQ. Fr. Q AtIt paving - Was, sa detail 5/CIA FINISH FLOOR ELEV. 21.10 E C.C. to protide eluents bb for cancrem perms, ar Q vmlry curter cum cee four maeN 300 O Handicap parking Oreo - see tletmis 6 @ ]/CIA _— _-- --" O Hrondicup parking sign - see derail 12/CIA I Rise guard - see dem'ds 14, 15 k 161 O Gardens ale 3 O Eonc lI R Ca see derail I3/CIA U —_'-_ it Isom book of but or Idsick to seem, of Rose. Am IgIt found drectured as Irdicated /12 NOFE3JPf- - O Concrete aewolk us detail 19 k 21 for sidewalks .- `. around building. ONE Og oumWter IryoN 6 M1Q: Masonry exposure w/ galas see 3 _ --_ - welliIXISIING tlefdls B 9 19 k I1/C1A 90' AGASJOIDal 6-0' long concrete her slop proud to pavement - see D detail 17/CIA moble 2'-6' from face of curb or idewah, 0 1615 -0 TON Wp1 ANTANge II Proposed Sign - See signage dra ly} (Under .,orate para l) �: ► f- '00"not � 4' wi@ parNlmg on, painted white (Cog) detectable ..i, i Mn. 2' wide Per IWC Standard Ind<30 9 Ceramic Tical ramp aarmum slope 1.12 (8.33%) (per ANA mgrompor s) Maamum cans skpe 150 (2013%) 15 New bM p seeks said and T lopsol ue sheet - 56(BIDC TIE) LI➢ for additional " information 16 Slope grade from hock of cut does to match the ei sfng rude acold, al at n virmil fall: o slope morLand Development Care 54 3-3 1419(d)(})vmum I] frown spouts b bepipes to storm pond. ] - see sheet CLI and Wtail 27 shot Of A. Ol�p4 yLSLgn _-Sete sltrung"raCng3-(Under .,orate permit) Ip tOp g, _24 t. - SfGN LEGEND iS gg p_ C IEiFn''6d a O as E ��' � � Ke gnney Engureeriur, LL( 2573 39N Avenue N. St Noontime, or. 3371: 727-527-1656 PL COA 030311 C 0 W 0 SO IS 4% c c C m p- D N LL O 0 as Q,�IL�11 s•Vw. '\ i. E"6 - - - - 2.8 3. C1.0 1 19 Slope end of cat 6:L eager of raper N y Smp Sy seeI C BLDG. AREA = 7,381 SQ. Fr. Pavement FINISH FLOOR ELEV. 21.10 E morkngs e« demo 24 k zs/cLA PARKING SPACES = 34 j ., Q vmlry curter cum cee four maeN 300 RWERIY UNE x3 New 5 wide sidewalk to meet "'p sr MOM, and ' apecir N' 4 task, goal b t (' . um), I xa Low p !'. ol9 II FWr tl 520 (2111) Scheme 1 or O P f xs 35' x 12 Loafing Done. To he striped while as shorn. �.... E6 FOOT type D curb 00' (BLDG IT) - z] animal opening in cut and flume lwal CIE 2 IHCi TO PA e - -L O welliIXISIING - NNCCF TO ISTIIING PAgeMEM - -. - 90' AGASJOIDal Ip tOp g, _24 t. - SfGN LEGEND iS gg p_ C IEiFn''6d a O as E ��' � � Ke gnney Engureeriur, LL( 2573 39N Avenue N. St Noontime, or. 3371: 727-527-1656 PL COA 030311 C 0 W 0 SO IS 4% c c C m p- D N LL O 0 as Q,�IL�11 s•Vw. '\ i. E"6 - - - - 2.8 3. C1.0 & DRAINAGE LEGEND GRADING NOTES: I. Neese very be slipped aM dockhand for ase -n final IOMuapng. 2, AP vle ward,mole' Is of conslrvclmn, and coradruclm methods shall conform to the Spercifications and Delays and Appl'coba Sectans of Aalo2one Slower. ❑L,CIy of Sekston and Ne Stole of Earn Depressed, of Fonsporestan Standards Al Fill material under 'hachures and pwM areas 'ball meet the requa®rents of Ore Ceotechn3al la unser. En9neerin9 Report, rated November 19, 2015, are shall he paced In occordonce With the requar"' of the DOT under the super sh of a gralped Prof.drarl Engneer. Compacted shall be 95R da mum modlad proclar density per ASIM D ,55) rArn 3 percent of opimam moislam wntedl. 3. Tba Contractor 'boll db6n a copy of 9a Qatowaaal Efi nmrm9 Report doled November 19 2015 ontl prepared by ECS Fbnda LLC. 2015 Cimtlmn Raw. 5rwe 500 Odondo R 328)9 fav pavement farewelloa ontl Eyes plamment, corehuction and cargo cntedd 4. The sites added in nom zone x fair FEW pool f 12061C—M78F (12/4/2012) 5. 0evof ens an Parr and Sar.ry, Wrested in GEW 1988, 0,giarl anREAMD 200 ask, Pe146 I'lleatW in 1929 dotard 6. Wrap of pints in fIter IabriG per FOOT Ilan 260. 7, All inlets and grates to pe tmfk 4awn9 and pw FEAT Index 232, © ridge rm rsa �W fae'ao »d sura mv.fal mP m a, a. em wndrl of nm �� rwr omcmx — — IXN Pen / fmL£,tln GRADING NOTES: I. Neese very be slipped aM dockhand for ase -n final IOMuapng. 2, AP vle ward,mole' Is of conslrvclmn, and coradruclm methods shall conform to the Spercifications and Delays and Appl'coba Sectans of Aalo2one Slower. ❑L,CIy of Sekston and Ne Stole of Earn Depressed, of Fonsporestan Standards Al Fill material under 'hachures and pwM areas 'ball meet the requa®rents of Ore Ceotechn3al la unser. En9neerin9 Report, rated November 19, 2015, are shall he paced In occordonce With the requar"' of the DOT under the super sh of a gralped Prof.drarl Engneer. Compacted shall be 95R da mum modlad proclar density per ASIM D ,55) rArn 3 percent of opimam moislam wntedl. 3. Tba Contractor 'boll db6n a copy of 9a Qatowaaal Efi nmrm9 Report doled November 19 2015 ontl prepared by ECS Fbnda LLC. 2015 Cimtlmn Raw. 5rwe 500 Odondo R 328)9 fav pavement farewelloa ontl Eyes plamment, corehuction and cargo cntedd 4. The sites added in nom zone x fair FEW pool f 12061C—M78F (12/4/2012) 5. 0evof ens an Parr and Sar.ry, Wrested in GEW 1988, 0,giarl anREAMD 200 ask, Pe146 I'lleatW in 1929 dotard 6. Wrap of pints in fIter IabriG per FOOT Ilan 260. 7, All inlets and grates to pe tmfk 4awn9 and pw FEAT Index 232, © mnlFcl as amw ren . msmi I5. N xa'p9had 1, 0.19E Q TPF E Nn. INt rqY }]x WN( nor rn-x) 19ID Est,) fin, m1)n--11f' 5 w t9) Y 1f Ir We SIdY AT e9R ® 200, dal .110W E µ'n15 fSl Q 1smN n, as he" (n m) .ROf.xsx ©ah"q 11 .m w. xI E,em E im i,a nor ad u u lr ap'aw s..l. rand'..... ey, e E,a p, -1m 1x pf') 1w a lr P.e 'rani. d. rt WcXeirfadinmxu S M'I9.IS ph 11) I flym.smm) i1 re rW56N91u1R ®j Wy aura ss Ev rs ®j ss u r P.c slca g m or ova. dent s. w. 19e11 (,;l),e) 11f m Per gars, " IA i-1 Ir area. adµ ;ns ssum6�slRNuAnXx TPF c con. coda cos . wean as Dant . wdF 1nw w (snap xp 291Mttrwroslwd.faxas I. IG31 (Y -x0.) m-lfl W if ,Y MR 51pn1... ® 1q ,m11rs .a. (SFl3) 4J, ^ %>e ilF �jm�— a.. I i.l •, ®s 1s 4 e V 1121, 21 In 0 on a BLDG. AREA = 7,381 SQ, FT. FINISH FLOOR ELEV. 21.10 1 PARKING SPACES = 34 ) Alra I B 8< p � rerd IDM roe frd 1 it M L i--_ .e l y. ST M� _ ,perf, Eli M5 ray Q Kit,- O --- -- 000NT1 ROAD 51? ---- --__ AKA C13A.CLLt BOUI-M IRO — — — — — 6EFOR6YOUDIG! CALL SUNSFONE STA'180NE CALL OFFlAIUDA aXwe". feKKd� 1-800-03]A]]6 CaNbdammadg. 81. LNG 12.9/1116 1 C1.1 2 *BLDG FEE 21.10 DRYDEN AVE 3' GUTTER 35.4'± P/L 17.95 PROPOSED GRADE 2015. �20.07� O 02� 17.54 0l MATCH EX. GRADE 17.62± 18.55± (EXISTING GRADE) 1-21.02 20.00 10" PVC DOWNSPOUT PIPE 19.00 * UILDING AND FOOTER SHOWN FOR EPRESEN I ATION ONLY REFER TO LANDSCAPE PLANS FOR TREE AND HEDGE MATERIAL AND SPECIFICATIONS 2 PROPOSED 30" HEDGE ON 4' WIDE FLAT TOP PROPOSED TOP OF-\ CURB EL. 20.30 48� I I 21.30 �3:1 (H:V) SLOPE 18.20 EXISTING SIDEWALK �-RETAINING WALL HEIGHT 1' FDOT 520 (2010) SCHEME 1 (CIE), OR APPROVED EQUAL \-20.30 WIDE WALK, 2% MAX SLOPE 17.30± (POND cRFORYOU IIG! SUNSHINE SlAE ONE M L O F FLOIUOA 0 all mlae�w REFER TO LANDSCAPE PLANS FOR TREE AND HEDGE MATERIAL AND SPECIFICATIONS 2 C -C e � Q Z O 9.46 (EOP) „ 19.30 (TOP BERM) P'it A.1 4:1 4'1 -- ------ ' --- 19.62 18.0 ME ^18.00 TYPE D CURB t+r U mum J� a_ �mM cF a GLLFp my 0 ?NEmmO Ke N' . E.... --,n ,Ll 2573 34th A--, N. S,. P.I-b.,8 FL 337'. ]2]-527-1656 FL COA 1.03 1. 61'15/16 2. 911116 6116116 =aorc' PzezE C1.1A GENERAL UTILITY NOTES' L At ulltm shorn are as opened by and mars, All uhamgmmd Willes shall be vewhed by the Contin wer by Sunfim locale and subsurface fgalmn (I necesel pror to the read of mmtmcfon. 2. Gemral Cunbucnr to coordinate with the local li Ca Ndoody for all mumom and comentia e A pracwstmdmn meet, with the vburns Nlly Composes is mgued pror to the stand of any perm ion ods ly 3 TN Connector sIwll Vast fine 1 M carry the elevofm and mal of ell utilities by vaream, News abor I bei'Iq say mc.milown-less per, shall be dug or all lesition, sharecox rental Will e the h tat and mahkpal cormonew cormof the whites shot N determined W Untroctor whell contact hall in We e t of my ambeem. mmidbe between exist., and proposed tunes m that on mpmmote mod'&atm mor be mode. 4 The partialor shall an,.. lAol all Wry Connowerways bod Cdy Stanmrde for molares aha canahuci'on methade are met. The Contractor shall prearm prelps, condRentien with the rerpetlne tally Company. be Control shall coordinate work to be pn-I ed by me marine;IX fly Cernmel and shall pry, ell fees far ponexpleard dierprommet.. prec.t.11controlled, ada dincrefition, taut z [a acronamed, General contmclor lor X Ea I r, !oPmear and Water Top Fees) 5. An No W a curb bases hall N o1jamed to the find qrandecon At curt, bones shall be Iveand in ,resol -red' IW adherem. on the plans. 6. Sac Nry lebral shall mail (10 men manurial 15 vert d nal omparrub. drew¢ from cotes foes conswe tberwiu body, or fachtemol note Tien measures WII be reg ed. Who,, ler we -- above .all., lap ml by less than 2 vernal a m,rtte eremsment each be excellent. Central shop center one 1Dnl of rope at crmanq Z This plan mail pox op to 5 fm IM1e lowd'y, face. Refx to the buldng par ngr for owdim, corrections, to"Ie No imptil rope oral as rearrarry. 6 NI air, Iwrement where mint, pOr9 -re to be-mblled shill be sax cul ono replaced a namodual With Uo nadownt spar repuremenis of IM Caverming AulAonly. 9 Water aemce shall be 0. P E. poo, 10 All moRmy sewer man mer shat be achedule 0 PJC pce (except mr noted an plana). All WC rope shell beinstalled -n axardame with blue monamemmrs recommmdN pmaaure Ii. Eoliflm foreman shell be a manufacturer Dna model ce approved by barred Rem County Ufites. 12 Any contractor constructing pubic undamprum water and sewer imldes must be o processed Untlergrmnd Will Connector or Licensed General CD hpi in the Slate of plead. antl Indo, Rarer County. 1111Y�[•N3Tc 7[d�:[431x>' Water Service General Carmel to pwice oral insinll a 1' Blue PE. water rale Irmo meter W bulltling fnrtam Pbn Noma la bison Rrm, OBbaes) Ideadmm: (772) 53B-7530 handle Service norm Power end IraN Onalan RMef) to a mal amer9euna char W phase service. wind to L ,nor to groan( red aMpl icor 9' dor. mMuit v/ a Dire v re to ul lily mmPo,Y W an( of vannttlion. Contact Oi(110)) ckh Tel¢pMne: (�) ]1B-9190 TNepbm SeNKe AT&T to monde new umergmund oma. Genua Central N ,ovale m and Install 0 4 did. PJL rdul w/ put rare an. phone panel board to amy company Point of c ow'dodn. Canted: ATT Disirbutien Telephone: (800) 778-9140 SMrdaly Saxer 1 Comm) formal to mmitle end instill a a' Schedule W PVC tram nNrq as-, In last clean pork mkds N hole;,. General Currecmr to provide a 0' cent Iron under bolder, scab. (con. IX all Provide calm ora even W Dry l). Mastoid Phil Hadereld (Indian RWm manna) Telephone: (772) 5.18-1539 T Cmmect Tim Rs Correct Tim (72) (City of Sehmtlan) telephone: (A2) .IBB -8156 Vr'':. _. j 12 -narrowed Cob" reducer I Proposed bot 1 - prod 321 -IF 0 C-9- Enter ]pans painless, I t Wbl 9 6 n'al YJy_wcrease Install increase r-13 aetl 0'x5 le -- _ 1°W�'p -o e W-14 - _ _ -- po ee c ILt PE okr s7ff meter -. I ext -"- pee IR/C'E I W6 _ 1 oxew RPZ se411 ""enter LEGEND it WITAM UNE — r— ELECTRIC SERVICE —r—r— TEIMPONE Sbil —v.— WATER SENCE "HIR WATER Ill ASSEMBLY & REDUCE➢ nopay d 63 T PE rater tubing PRESSURE ILACXRW PMVPITOR w GIE VAUW '11- Cl OUT SEE ED& B El METER In TRUJIMORMEA de TARO MW, SEE SUMS PUNS GENERAL UTILITY NOTES' L At ulltm shorn are as opened by and mars, All uhamgmmd Willes shall be vewhed by the Contin wer by Sunfim locale and subsurface fgalmn (I necesel pror to the read of mmtmcfon. 2. Gemral Cunbucnr to coordinate with the local li Ca Ndoody for all mumom and comentia e A pracwstmdmn meet, with the vburns Nlly Composes is mgued pror to the stand of any perm ion ods ly 3 TN Connector sIwll Vast fine 1 M carry the elevofm and mal of ell utilities by vaream, News abor I bei'Iq say mc.milown-less per, shall be dug or all lesition, sharecox rental Will e the h tat and mahkpal cormonew cormof the whites shot N determined W Untroctor whell contact hall in We e t of my ambeem. mmidbe between exist., and proposed tunes m that on mpmmote mod'&atm mor be mode. 4 The partialor shall an,.. lAol all Wry Connowerways bod Cdy Stanmrde for molares aha canahuci'on methade are met. The Contractor shall prearm prelps, condRentien with the rerpetlne tally Company. be Control shall coordinate work to be pn-I ed by me marine;IX fly Cernmel and shall pry, ell fees far ponexpleard dierprommet.. prec.t.11controlled, ada dincrefition, taut z [a acronamed, General contmclor lor X Ea I r, !oPmear and Water Top Fees) 5. An No W a curb bases hall N o1jamed to the find qrandecon At curt, bones shall be Iveand in ,resol -red' IW adherem. on the plans. 6. Sac Nry lebral shall mail (10 men manurial 15 vert d nal omparrub. drew¢ from cotes foes conswe tberwiu body, or fachtemol note Tien measures WII be reg ed. Who,, ler we -- above .all., lap ml by less than 2 vernal a m,rtte eremsment each be excellent. Central shop center one 1Dnl of rope at crmanq Z This plan mail pox op to 5 fm IM1e lowd'y, face. Refx to the buldng par ngr for owdim, corrections, to"Ie No imptil rope oral as rearrarry. 6 NI air, Iwrement where mint, pOr9 -re to be-mblled shill be sax cul ono replaced a namodual With Uo nadownt spar repuremenis of IM Caverming AulAonly. 9 Water aemce shall be 0. P E. poo, 10 All moRmy sewer man mer shat be achedule 0 PJC pce (except mr noted an plana). All WC rope shell beinstalled -n axardame with blue monamemmrs recommmdN pmaaure Ii. Eoliflm foreman shell be a manufacturer Dna model ce approved by barred Rem County Ufites. 12 Any contractor constructing pubic undamprum water and sewer imldes must be o processed Untlergrmnd Will Connector or Licensed General CD hpi in the Slate of plead. antl Indo, Rarer County. 1111Y�[•N3Tc 7[d�:[431x>' Water Service General Carmel to pwice oral insinll a 1' Blue PE. water rale Irmo meter W bulltling fnrtam Pbn Noma la bison Rrm, OBbaes) Ideadmm: (772) 53B-7530 handle Service norm Power end IraN Onalan RMef) to a mal amer9euna char W phase service. wind to L ,nor to groan( red aMpl icor 9' dor. mMuit v/ a Dire v re to ul lily mmPo,Y W an( of vannttlion. Contact Oi(110)) ckh Tel¢pMne: (�) ]1B-9190 TNepbm SeNKe AT&T to monde new umergmund oma. Genua Central N ,ovale m and Install 0 4 did. PJL rdul w/ put rare an. phone panel board to amy company Point of c ow'dodn. Canted: ATT Disirbutien Telephone: (800) 778-9140 SMrdaly Saxer 1 Comm) formal to mmitle end instill a a' Schedule W PVC tram nNrq as-, In last clean pork mkds N hole;,. General Currecmr to provide a 0' cent Iron under bolder, scab. (con. IX all Provide calm ora even W Dry l). Mastoid Phil Hadereld (Indian RWm manna) Telephone: (772) 5.18-1539 T Cmmect Tim Rs Correct Tim (72) (City of Sehmtlan) telephone: (A2) .IBB -8156 Vr'':. _. j 12 -narrowed Cob" reducer I Proposed bot 1 - prod 321 -IF 0 C-9- Enter ]pans painless, I t Wbl 9 6 n'al YJy_wcrease Install increase r-13 aetl 0'x5 le -- _ 1°W�'p -o e W-14 - _ _ -- po ee c ILt PE okr s7ff meter -. I ext -"- pee IR/C'E I W6 _ 1 oxew RPZ se411 ""enter 1 _' it RNG111 II MflL, BE WAuL D'B! LICENSED WELL PoMRACIOR, ® tai X NL NFCESSWf PERMITS. E RCGP aE:p Ott , 49 fF 6" SORM at 2NX I nopay d 63 T PE rater tubing r tl nal red 90 sweep I p 21115, mrcd EM, ort tpF� J (F 5'i5085 d t OQ;p / M uX mnxctmn 1623 - 1 F1 BLDG. AREA = 7,381 SO. FT, f N PARKING SPACES = 34 11 lux ry II g w i �_ �E%NIINO 5 WATER NlY! 0. '• sa� _ cone o L r 65 PoR IFC @IoSI J wes s i- r ' — —ten V 6L MR3 " P cul Wnc�9 W Vyeey &IP4 W1 �: 6'devn Dole on, tl 3 f No cul Tamed i¢e IRC inert, d2VFl N2 r �� _ top 0.40 .1430 _ - d�NY 1 � •� �_ '_` (�1 F 1 um l eduards its Wleuunit W2 n o and a 1.a lop 20,98 coed 16.22 mse, W 323If 81 C -9m R salads 1 1 per tatye Vro,e d RNS smis deed ane Va Me .. _ in p9 le' roam 3'W 9We ' Per Iii; thins. I fl xc. r by i J 1. -•- �,� _-_ -- + —. _- 1 4 III I] 1 r r .0 n_ •r - - wees w- t 1 _' it RNG111 II MflL, BE WAuL D'B! LICENSED WELL PoMRACIOR, ® tai X NL NFCESSWf PERMITS. E RCGP N RYP 49 fF 6" SORM at 2NX I nopay d 63 T PE rater tubing 6 tl nal red 90 sweep f p 21115, mrcd EM, % J (F 5'i5085 d t OQ;p / M uX mnxctmn 1623 - 1 F1 BLDG. AREA = 7,381 SO. FT, FINISH FLOOR ELEV. 21.10 1 r PARKING SPACES = 34 11 A _ _ Zell __.__._. —k___.._.__._. ('W VV "T irOAU ;)E2 rlN1 '31 IVS'Fl,1af T301,I.YAATM uTi�Ph .ear wir 2 REVISED WATER AND SEWER SERVICE LINES 2 ELECTRIC AND PHONE SERVICE PROVIDED FROM SEBASTIAN CROSSING BLVD. N GI BRFOAEYOO OUL EA-W-ONEC CA LL m[MSHINR LOF F'L . A,,,VIII vurvuw eM ew a.nRa tom. 481M1 -432-i7]0 Chill bekn ymag. ;_ re J$ ^fin aya' on � f is re E E is w@� Nm �E ,spm pZ d Da �mdo ce E -an Q frLLu Ke Kinney Enginurinm LLQ 2573 34th Avenue N. S[. Peterabnrg Ed3371 ]2] 52] 1656 FL COA 030311 N 0 0 9 m N � a r W `o NLL a cem n LI O Dom do m Q vmrn 7. Cel SEQUENCE OF CONSTRUCTION AS PART OF THE STORMWATER POLLUTION PREVENTION PIAN (SWPPP) PREPARED AND MAINTAINED BY TIE CONTRACTOR, THE SITE CONTRACTOR SHALL PREPARE A DETAILED CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE THE DATE GRADING WILL BEGIN. TIE EXPECTED DATE OF FINAL STASIUZATON, AND THE SCHEDULE FOR INSTALLATION AND MAINTENANCE OF SPECIFIC CONTROL MEASURES AS RELATED TO TIE SCHEDULE OF CONSTRUCTION ACTIVITIES. TIE SWPPP SHALL BE AMENDED WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION. OR MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO WETLANDS, SURFACE WATERS OF TIE STATE, ORA MUNICIPAL SEPARATE STORM SEWER SYSTEM (M54). THE SWPPP ALSO SHALL BE MENDED IF IT PROVES TO BE INEFFECTIVE AND/OR TO INDICATE ANY NEW CONTRACTOR AND/OR SUBCONTRACTOR THAT WILL IMPLEMENT ANY MEASURE OF TIE SWPPP. IN CASE OF DISCREPANCIES, SEQUENCING OUTLINED IN THE SWPPP SHALL PREVAIL. 1. INSTALL INLET EROSION PROTECTION ON INLETS TO REMAIN, AS SHOWN ON THIS PIAN. 2. INSTALLSILT FENCE, TURBIDITY BARRIERS, AND OTHER PERIMETER CONTROLS. DO NOT TRENCH WITHIN THE DRIP LINE OF EXISTING TREES. & INSTALL STABILIZED CONSTRUCTION EUTIENRtANCES. 0. CONSTRUCT TEMPORARY SEDIMENT BASIN. 5. PREPARE AND CLEARLY DELINEATE POLLUTION SOURCE CONTROL AREA SUCH AS MATERIALS AND EQUIPMENT STORAGE, STOCKPILES, TEMPORARY PARKING, VEHICLE WASH DOWN, CONCRETE WASHOUT, EQUIPMENT MAINTENANCHREPPJR. WASTE COLLECTION AND DISPOSAL, FUEL STORAGE. THE LOCATIONS OF THESE AREAS SHOULD BE DENOTED ON THE SITE MAP AND UPDATED THROUGHOUT ME PROJECT CONSTRUCTION. S. CLEAR AND GRUB THE SITE. WHEN APPROPRIATE, CLEARING AND GRUBBING SHOULD OCCUR IN STAGES IN ORDER TO MAINTAIN NAIVE VEGETATION AND REDUCE EROSION. T. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 8. BEGIN SITE GRADING. AS CLEARING AND GRADING PROGRESS. TEMPORARY SEEDING AND MULCHING SHOULD FOLLOW IMMEDIATELY FOR ALL AREAS THAT WILL NOT BE WORKED FOR A PERIOD OF T DAYS OR MORE. B. INSTALL UNDERGROUND UTILITIES SUCH AS WATER LINES. WASTEWATER 10. AREAGTOBEVEGETATEDBHALLBEME NEN YSTABILIZEASTHEYARE BROUGHT TO FINAL GRADE. 11. PREPARESITEFORPAVING. 12. PAVE SITE. INSTALL INLET EROSION PROTECTION ON INLETS, 13. FINALIZE GRADING AND PERMANENTLY STAWN]F GNI APFGS CMIROINATF COUN'F) ROAD 57 C ---� AKA SEBASTIAN ROLLFI\RD ... �e 2593 34th A— N. SL Pnersbur& R. 3371 P3 1.6/15/16 2.9/1/18 3. C1.3 MY� MIN MYRFR2 t ]GAL MIN. OW004 EN zaM FLo Q MIN I' _. F.._> _ AREA,179 SF P 22zAM FLG ;)° 34.off CITY OF SEBASTIAN LAND DEVELOPMENT CODE - PROJECT DEVELOPMENT AREA 3,412 SF ((179 AC) PARKING AREA 16,467SF NONVEHICULAR OPEN SPACE: 6,1155E (240 ) ZONING: CG (COMMERCIAL GENERAL) SEC.643-14.8 -TREE PROTECTION STANDARDS REPLACEMENT TREES RED UIRED/PROVIDED : 4oi MVR Ra FR2 - COMMERCTREE REQUIREMEN 7 G4L .!N1 ' MIN- LANDSCAPING BUFFER I WEST BUFFER AUTOZONE BUILDING ],381 SF X1 �_i 12 TREES (REPLACEMENT TREES NOTED WITH "R") BUFFER I SOUTH BUFFER D N REQUIRED TREES ra"f 1 TREE PER 35 LF. 12�MIN. 4 CANOPY TREES. 5 UNDERSTOR Y I PAS AflG 12209 1 TREE PER35LFX 1861F 0 1TREE PER 35 LF X 211 LF D 1 TREE PER 25 LF X 128 LF n tTA%n160 ABG S 'solo 90 l,2[MIN 6.0 TREES IS TES) RE I 4 CANOPY TREES PER 100 LF X 153 90Is a DPAG.... PROPERTY LINE,TYP. AREA 279SF WELL TYP. �r , .. Q: COMMON NAME i +1 lLl X 153 LF C7.65 TREES //\\ J LANDSCAPE T GAL MIN- 1 tt NER V411 Q PROVIDED TREES CID BPROVIDED 6PROVIDED 101L" (D AREA 985E Z IN. J) LANDSCAPE STRI SUE NRI.: O 121r N �HEDGES REMAIN,:TYP MVR FRA r, M9RFRa MAG BU 8 Magnolia gmntliflom®.D. BlanobaI z 120MIN. WRP1R3 ]$" Q 8 UNDERSTORY TREES PROVIDED. ] T N. , 10UANDSCAPE STRIP, 40 5JANDGCAPE STRIP, 4C MINN FR311 L r " 5•:0" ]GSL MIN. , HEDGE OR HEDGE/BERM HEDGE OR HEDGE/BERM HEDGE/BERM QGAL. COMBINATION: O] NER NHI W LANDSCAPE 186112 393 40MDGE PLANTS GI 128920643D1EDGE PLANTS aI. OW004 EN zaM FLo Q MIN I' _. F.._> _ AREA,179 SF P 22zAM FLG ;)° 34.off CITY OF SEBASTIAN LAND DEVELOPMENT CODE - PROJECT DEVELOPMENT AREA 3,412 SF ((179 AC) PARKING AREA 16,467SF NONVEHICULAR OPEN SPACE: 6,1155E (240 ) ZONING: CG (COMMERCIAL GENERAL) SEC.643-14.8 -TREE PROTECTION STANDARDS REPLACEMENT TREES RED UIRED/PROVIDED : 4oi MVR Ra FR2 - COMMERCTREE REQUIREMEN 7 G4L .!N1 ' MIN- LANDSCAPING BUFFER I WEST BUFFER AUTOZONE BUILDING ],381 SF X1 �_i 12 TREES (REPLACEMENT TREES NOTED WITH "R") BUFFER I SOUTH BUFFER D N REQUIRED TREES 1 TREE PER 35 LF. 1 TREE PER 35 LF. 1 TREE PER 25 LE 4 CANOPY TREES. 5 UNDERSTOR Y I ]7 1 TREE PER35LFX 1861F 0 1TREE PER 35 LF X 211 LF D 1 TREE PER 25 LF X 128 LF n TREES PER 100 LF II ABG S 'solo 90 5.3 TREES (6 TREES) 6.0 TREES IS TES) RE 5.1 TREES (6 TREES) 4 CANOPY TREES PER 100 LF X 153 90Is a DPAG.... LF 06.12 TREES (7 CANOPY TREES) AREA 279SF WELL TYP. , .. 5 UNDERSTORY TREES PER 100 LF � COMMON NAME HT, SPR. CAL X 153 LF C7.65 TREES //\\ LANDSCAPE LANDSCAPE T GAL MIN- 1 tt NER V411 IS UNDERSTORY TREES) PROVIDED TREES 6PROVIDED BPROVIDED 6PROVIDED 4 EXISTING TREE CREDITS 03 AREA 104SF AREA 985E IN. PLANTED TREES 07 CANOPY EXISTING -. SOLID BARRIER P TREES PROVIDED. �HEDGES REMAIN,:TYP MVR FRA r, M9RFRa MAG BU 8 Magnolia gmntliflom®.D. BlanobaI Soulbem Magnolia 120MIN. 6,1011N. ZS" MIN, 8 UNDERSTORY TREES PROVIDED. REQUIREDSHRUSS 10UANDSCAPE STRIP, 40 5JANDGCAPE STRIP, 4C 10UANDSCAPE STRIP, 3D 10UANDSCAPE STRIP, " 5•:0" HEDGE OR HEDGE/BERM HEDGE OR HEDGE/BERM HEDGE OR HEDGE/BERM HEDGE/BERM 1. CAS 2 . MA..U1 IN. 12LMIN COMBINATION: COMBINATION: COMBINATION: COMBINATION 4DABOVE LANDSCAPE 186112 393 40MDGE PLANTS 21192 D IDS 41HEDGE PLANTS 128920643D1EDGE PLANTS GRADE OF PARKING AREA. 4 STRIP 2 36' MIN. a _. MYR FRA TAX DIS 19 Taaotlium tlislichum 15302117] DOUBLE ROW 1211MIN. 6UMIN. 2.5- MIN. YES 30" HEDGE PLANTS PROVIDEDSHRUBS 103ANDSCAPESTRIP, 5UANDSCAPE STRIP, 10DANDSCAPE STRIP, 10LSTRIP, A DOUBLE ROW30' 934UIEDGE PLANTS 106431EDGE PLANTS 64331EDGE PLANTS HEDGE PLANTS WTH BERM ] RAMcoM SHRUBS CTY BOTANICAL NAME PROVIDED. SEE CIVIL SHEETS CONT HT, SPR. NATIVE SPACING FOR DETAILS. CREDIT FOR EXISTING TREES: 4 TREE CREDITS FOR TWO S" DEN PINE TREES TREES FOR OFF-STREET PARKING AREAS RE C UIRED/PROVIDED: MPARKING SPACES 15 D 6.8 TREES 0 TREES) TREES FOR OPEN SPACE REDUIRED/PROVIDED : 1 TREE PER 2000 SF OPEN SPACE 8,115 SF / 2000 SF D 4 TREES TAXN15 OFF-STREET PARKING AREA LANDSCAPING RED UIRED IPROVIDED: 34 PARKING SPACES X 155E D 510 SF NOTES: 1) SEE SHEETS L2 AND L3 FOR PLANTING DETAILS AND LANDSCAPE NOTES. 2) SEE SHEET IRI FOR IRRIGATION PLAN. 3) SOD ALL DISTURBED AREAS. 4) SEE CIVIL SHEETS FOR TREE PROTECTION. 5) TEMPORARY IRRIGATION FOR PLANTING MATERIAL WITHOUT AUTOMATIC IRRIGATION. CONTRACTOR SHALL COORDINATE AND PROVIDE PROVISIONS FOR TEMPORARY IRRIGATION FOR ALL PLANT MATERIAL THAT DOES NOT HAVE AUTOMATIC IRRIGATION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING ALL EXISTING AND PROPOSED PLANT MATERIAL TO SUPPLEMENT RAINFALL AS RE DINED DURING CONSTRUCTION AND 90 DAV PLANT ESTABLISHMENT PERIOD (90 DAYS AFTER FINAL ACCEPTANCE). CONTRACTOR SHALL REPLACE ANY PLANT MATERIAL LOST FROM INADED LATE WATERING DURING 90 DAY ESTABLISHMENT PERIOD. 6) CONTRACTOR SHALL VERIFY DATE OF LATEST PLAN ISSUANCE PRIOR TO BID. CAU -SUNSHINE 811 ITS THE LAW IN FLORIDA BEFORE YOU DIGn eospermumasla cum In1maD mlma asmme 1GAL. 12 NO 28 o.a ZAM FLO 55 Zamis floritlana Connu. Palm 3GAL. MIN. 14" 14" YES 30"o.n EXISTINGTREESD SOD/SEED DTY BOTANICAL NAME COMMON NAME CONT. HT. SPR. NATIVE SPACING OPAS ARG 5,2TB sl Paspalum noiatum Dlr9eMineO Behie Grans SOD N.A. NA. NO EXISTING TREE TO REMAIN f X 1 EXISTINGTREETO BE REMOVED MULCH � ORGANIC MULCH - SHREDDED MELALEUCA MULCH TO BE APPLIED TO ALL PLANTING BEDS, 31NCH THICK DEPTH. DSEE SURVEY FOR DESCRIPTION AND SIZE NOTE: SHRUB HEIGHT AND SPACING PER CITY OF SEBASTIAN REo UIREMENTS, SMALLER SHRUB CONTAINER VLL BE ACCEPTED IF CITY RECUIRED HEIGHT SPECIFICATIONS ARE MET. PLANTSCHEDULENOTES: i. SODDUANTITIESARESPUAREFOOTESTIMATE ANY DISTURBED AREAS ON SITE OR WITHIN THE R.O.W. THAT ARE NOT COVERED WITH LANDSCAPE MATERIAL OR SOD SHALL BE SODDED. SOD QUANTITIES SHOWN IN SCHEDULE ARE ESTIMATES AND FOR REFERENCE ONLY -ADDITIONAL SOD WILL BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING AND VERIFYING REQUIRED SOD QUANTITIES PRIOR TO BID. 2. ALL TREES, PALMS,SHRUBS, GROUND COVERS AND OTHER PLANTS SHALL CONFORM TO THE STANDARD OF FLORIDA NO. I OR BETTER AS GIVEN IN THE LATEST EDITION OF GRADES AND STANDARDS FOR NURSERY PLANTS BY FLORIDA DEPARTMENT OF AGRICULTURE, PART I AND II. PLANT MATERIAL SHALL ALSO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. (ANSI) BULLETIN Z 60.1-1990 AND AS REVISED. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE, 3, ALL CONTAINER AND CALIPER SIZES NOTED ON PLANT LIST ARE MINIMUM. CONTRACTOR SHALL PROVIDE LARGER CONTAINER MATERIAL IF NECESSARY TO CONFORM TO PLANT SIZE AND SPECIFICATIONS. BOTH MINIMUM DIMENSIONAL SPECIFICATION AND MINIMUM CONTAINER SPECIFICATION SHALL BE MET. 41, Jo W= J o r (X) 02 R OLL`'Amm �a �yEm o$ Q�f Fuu QlaceMMa�kerr Q) Q) l mm Z 0 Ila o J Na m W O o m Q emr Q U 2 O $ o Z N Q o J „i a�. REVISIONS 1. 6115/16 2. 9/1/16 3, 4. 5, 6. 7. ARCHITECT: N/A DRAWN BY. GA CHECKED BY: CA 3/15/16 nrn 7n2 s L1 3"MULCH WITHIN .r „ GALMW. PLANT SCHEDULE ]7 Hamelin patens[CompadaD DiSoatlat Bush ]GAL. MIN. W 30"M. LANDSCAPE EXISTING TREE 90Is a DPAG.... AREA 279SF WELL TYP. , .. TREES DTY BOTANICAL NAME COMMON NAME HT, SPR. CAL NATIVE LANDSCAPE LANDSCAPE T GAL MIN- 1 tt NER V411 IEE CAS 8 Ilex nassine Oahoon Holly 595MIN. LANDSCAPE STRIP 15"MIN. YES AREA 104SF AREA 985E IN. -. SOLID BARRIER P D IAb?FLO REMAIN,:TYP MVR FRA r, M9RFRa MAG BU 8 Magnolia gmntliflom®.D. BlanobaI Soulbem Magnolia 120MIN. 6,1011N. ZS" MIN, YES 3 IN TMI 23 INAL <e>' ��"` f 2 TG4L MIN. `w VIR 1. CAS 2 . MA..U1 IN. 12LMIN ZA F. I; L MIN. f., fy}� L. PASARG DUE 5 ^uemusvirginiana S DMI U.Oa0 12a [N. 6? 114. 2.5" MIN, YES e ]GAL MIN. 36' MIN. a _. MYR FRA TAX DIS 19 Taaotlium tlislichum Bald Cypress 1211MIN. 6UMIN. 2.5- MIN. YES l k ]GAL MIN. PROVIDE - ] RAMcoM SHRUBS CTY BOTANICAL NAME COMMON NAME CONT HT, SPR. NATIVE SPACING NOTES: 1) SEE SHEETS L2 AND L3 FOR PLANTING DETAILS AND LANDSCAPE NOTES. 2) SEE SHEET IRI FOR IRRIGATION PLAN. 3) SOD ALL DISTURBED AREAS. 4) SEE CIVIL SHEETS FOR TREE PROTECTION. 5) TEMPORARY IRRIGATION FOR PLANTING MATERIAL WITHOUT AUTOMATIC IRRIGATION. CONTRACTOR SHALL COORDINATE AND PROVIDE PROVISIONS FOR TEMPORARY IRRIGATION FOR ALL PLANT MATERIAL THAT DOES NOT HAVE AUTOMATIC IRRIGATION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING ALL EXISTING AND PROPOSED PLANT MATERIAL TO SUPPLEMENT RAINFALL AS RE DINED DURING CONSTRUCTION AND 90 DAV PLANT ESTABLISHMENT PERIOD (90 DAYS AFTER FINAL ACCEPTANCE). CONTRACTOR SHALL REPLACE ANY PLANT MATERIAL LOST FROM INADED LATE WATERING DURING 90 DAY ESTABLISHMENT PERIOD. 6) CONTRACTOR SHALL VERIFY DATE OF LATEST PLAN ISSUANCE PRIOR TO BID. CAU -SUNSHINE 811 ITS THE LAW IN FLORIDA BEFORE YOU DIGn eospermumasla cum In1maD mlma asmme 1GAL. 12 NO 28 o.a ZAM FLO 55 Zamis floritlana Connu. Palm 3GAL. MIN. 14" 14" YES 30"o.n EXISTINGTREESD SOD/SEED DTY BOTANICAL NAME COMMON NAME CONT. HT. SPR. NATIVE SPACING OPAS ARG 5,2TB sl Paspalum noiatum Dlr9eMineO Behie Grans SOD N.A. NA. NO EXISTING TREE TO REMAIN f X 1 EXISTINGTREETO BE REMOVED MULCH � ORGANIC MULCH - SHREDDED MELALEUCA MULCH TO BE APPLIED TO ALL PLANTING BEDS, 31NCH THICK DEPTH. DSEE SURVEY FOR DESCRIPTION AND SIZE NOTE: SHRUB HEIGHT AND SPACING PER CITY OF SEBASTIAN REo UIREMENTS, SMALLER SHRUB CONTAINER VLL BE ACCEPTED IF CITY RECUIRED HEIGHT SPECIFICATIONS ARE MET. PLANTSCHEDULENOTES: i. SODDUANTITIESARESPUAREFOOTESTIMATE ANY DISTURBED AREAS ON SITE OR WITHIN THE R.O.W. THAT ARE NOT COVERED WITH LANDSCAPE MATERIAL OR SOD SHALL BE SODDED. SOD QUANTITIES SHOWN IN SCHEDULE ARE ESTIMATES AND FOR REFERENCE ONLY -ADDITIONAL SOD WILL BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING AND VERIFYING REQUIRED SOD QUANTITIES PRIOR TO BID. 2. ALL TREES, PALMS,SHRUBS, GROUND COVERS AND OTHER PLANTS SHALL CONFORM TO THE STANDARD OF FLORIDA NO. I OR BETTER AS GIVEN IN THE LATEST EDITION OF GRADES AND STANDARDS FOR NURSERY PLANTS BY FLORIDA DEPARTMENT OF AGRICULTURE, PART I AND II. PLANT MATERIAL SHALL ALSO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. (ANSI) BULLETIN Z 60.1-1990 AND AS REVISED. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE, 3, ALL CONTAINER AND CALIPER SIZES NOTED ON PLANT LIST ARE MINIMUM. CONTRACTOR SHALL PROVIDE LARGER CONTAINER MATERIAL IF NECESSARY TO CONFORM TO PLANT SIZE AND SPECIFICATIONS. BOTH MINIMUM DIMENSIONAL SPECIFICATION AND MINIMUM CONTAINER SPECIFICATION SHALL BE MET. 41, Jo W= J o r (X) 02 R OLL`'Amm �a �yEm o$ Q�f Fuu QlaceMMa�kerr Q) Q) l mm Z 0 Ila o J Na m W O o m Q emr Q U 2 O $ o Z N Q o J „i a�. REVISIONS 1. 6115/16 2. 9/1/16 3, 4. 5, 6. 7. ARCHITECT: N/A DRAWN BY. GA CHECKED BY: CA 3/15/16 nrn 7n2 s L1 .r „ GALMW. HAM COM ]7 Hamelin patens[CompadaD DiSoatlat Bush ]GAL. MIN. W 30"M. VES 24 "ac 90Is a DPAG.... HEDGING MATERIAL HAM CO2 7 Hamelin patens [CompadaD Dwart Soatlel Bush T GAL MIN- 36" MIN. VES 24" o c SHALLPROVIDEp LANDSCAPE STRIP EXISTING -. SOLID BARRIER P D REMAIN,:TYP MVR FRA Z7 MymanOesfmgmns Twinberry 7GAL. MIN. 30S MIN, YES 24"oc OF - GROUND.AITIMEOF.. ._HEDGE PLANTING, TVP SIGN D.HEDGM PROVIDED HEDGE MYRFR2 57 MyrdenNes fregmns Twinbeny ]GAL MIN. 36' MIN. YES 24"o.c MATERIAL SHALL PROVIDE MVR FR3 181 MymanNes fmgmns Twinbeny ]GAL. MIN. 48"MIN. YES 24"o.c COUNTY 1 ROf1D TY n 51 NG THE J IZ GROUND. CIVIL GROUND. DETAILS. NER WHI 18 Nenum oleantler XH felt Write Oleentler ]GAL MIN. 48'MIN. NO 24"on SHEETS DETAILS p' ID' 40' ' ^ NORTH GRAPHIC SCALE GROUND COVERS TRA MI2 oTY 174 174 BOTANICAL NAME T.0 1 8 01'' COMMON NAME M'' J CONT, HT SPR. NATIVE SPACING NOTES: 1) SEE SHEETS L2 AND L3 FOR PLANTING DETAILS AND LANDSCAPE NOTES. 2) SEE SHEET IRI FOR IRRIGATION PLAN. 3) SOD ALL DISTURBED AREAS. 4) SEE CIVIL SHEETS FOR TREE PROTECTION. 5) TEMPORARY IRRIGATION FOR PLANTING MATERIAL WITHOUT AUTOMATIC IRRIGATION. CONTRACTOR SHALL COORDINATE AND PROVIDE PROVISIONS FOR TEMPORARY IRRIGATION FOR ALL PLANT MATERIAL THAT DOES NOT HAVE AUTOMATIC IRRIGATION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING ALL EXISTING AND PROPOSED PLANT MATERIAL TO SUPPLEMENT RAINFALL AS RE DINED DURING CONSTRUCTION AND 90 DAV PLANT ESTABLISHMENT PERIOD (90 DAYS AFTER FINAL ACCEPTANCE). CONTRACTOR SHALL REPLACE ANY PLANT MATERIAL LOST FROM INADED LATE WATERING DURING 90 DAY ESTABLISHMENT PERIOD. 6) CONTRACTOR SHALL VERIFY DATE OF LATEST PLAN ISSUANCE PRIOR TO BID. CAU -SUNSHINE 811 ITS THE LAW IN FLORIDA BEFORE YOU DIGn eospermumasla cum In1maD mlma asmme 1GAL. 12 NO 28 o.a ZAM FLO 55 Zamis floritlana Connu. Palm 3GAL. MIN. 14" 14" YES 30"o.n EXISTINGTREESD SOD/SEED DTY BOTANICAL NAME COMMON NAME CONT. HT. SPR. NATIVE SPACING OPAS ARG 5,2TB sl Paspalum noiatum Dlr9eMineO Behie Grans SOD N.A. NA. NO EXISTING TREE TO REMAIN f X 1 EXISTINGTREETO BE REMOVED MULCH � ORGANIC MULCH - SHREDDED MELALEUCA MULCH TO BE APPLIED TO ALL PLANTING BEDS, 31NCH THICK DEPTH. DSEE SURVEY FOR DESCRIPTION AND SIZE NOTE: SHRUB HEIGHT AND SPACING PER CITY OF SEBASTIAN REo UIREMENTS, SMALLER SHRUB CONTAINER VLL BE ACCEPTED IF CITY RECUIRED HEIGHT SPECIFICATIONS ARE MET. PLANTSCHEDULENOTES: i. SODDUANTITIESARESPUAREFOOTESTIMATE ANY DISTURBED AREAS ON SITE OR WITHIN THE R.O.W. THAT ARE NOT COVERED WITH LANDSCAPE MATERIAL OR SOD SHALL BE SODDED. SOD QUANTITIES SHOWN IN SCHEDULE ARE ESTIMATES AND FOR REFERENCE ONLY -ADDITIONAL SOD WILL BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING AND VERIFYING REQUIRED SOD QUANTITIES PRIOR TO BID. 2. ALL TREES, PALMS,SHRUBS, GROUND COVERS AND OTHER PLANTS SHALL CONFORM TO THE STANDARD OF FLORIDA NO. I OR BETTER AS GIVEN IN THE LATEST EDITION OF GRADES AND STANDARDS FOR NURSERY PLANTS BY FLORIDA DEPARTMENT OF AGRICULTURE, PART I AND II. PLANT MATERIAL SHALL ALSO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. (ANSI) BULLETIN Z 60.1-1990 AND AS REVISED. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE, 3, ALL CONTAINER AND CALIPER SIZES NOTED ON PLANT LIST ARE MINIMUM. CONTRACTOR SHALL PROVIDE LARGER CONTAINER MATERIAL IF NECESSARY TO CONFORM TO PLANT SIZE AND SPECIFICATIONS. BOTH MINIMUM DIMENSIONAL SPECIFICATION AND MINIMUM CONTAINER SPECIFICATION SHALL BE MET. 41, Jo W= J o r (X) 02 R OLL`'Amm �a �yEm o$ Q�f Fuu QlaceMMa�kerr Q) Q) l mm Z 0 Ila o J Na m W O o m Q emr Q U 2 O $ o Z N Q o J „i a�. REVISIONS 1. 6115/16 2. 9/1/16 3, 4. 5, 6. 7. ARCHITECT: N/A DRAWN BY. GA CHECKED BY: CA 3/15/16 nrn 7n2 s L1 INSTALL BRACE TREE STAKING AS SPECIFIED BY THE MFG. OR APPROVED ED UAL 3/4" POLYPROPYLENE WEBBING. LOOP WEBBING THRU CROTCH OF LOWER BRANCHES AND EXTEND 12" BEYOND TRUNK FASTEN BUCKLE AND SLIDE TOWARDS ANCHOR TO TENSION, SEE PLAN FOR ADJACENT - PLANT MATERIAL ANCHOR(TYP.) COMPACTED MOUND OF BACKFILL MIXTURE Bpi NOTES: 1. CONTRACTOR SHALL ASSURE FREE DRAINAGE/ PERCOLATION OF ALL PLANTINGS PITS PRIOR TO INSTALLATION. AUGER FOR PERCOLATION AS REO UIRED. 2. CONTRACTOR SHALL STAKE LOCATIONS OF TREES PRIOR TO INSTALLATION FOR APPROVAL BY LANDSCAPE ARCHITECT. 3, TREE CALIPER SIZE SHALL BE MEASURED AT 6 -ABOVE GRADE FOR UP TO S INCLUDING 4" CAL. AND 12" ABOVE GRADE FOR LARGER CALIPER TREES. a'a DDa Q D a 6D0 O D Oy DDS pD D o oe R. . C.S.LGvHLYy ABOVE FINISH GRADE. 100 MAXIMUM. D 3" MULCH AS SPECIFIED. MIN. 36" FROM TRUNK. DO NOT PLACE MULCH AGAINST TRUNK OF TREE. MIN. 2" CLEAR SPACE FROM TRUNK NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. W EARTH SAUCER NOTES: 1. CONTRACTOR SHALL ASSURE FREE DRAINAGE I PERCOLATION OF ALL PLANTINGS PITS PRIOR TO INSTALLATION. AUGER FOR PERCOLATION AS REDUIRED_ 2. DO NOT PLACE MULCH AGAINST TRUNK OF SHRUB. MIN. 2 -CLEAR SPACE FROM TRUNK NO MORE THAN i" OF MULCH ON TOP OF ROOT BALL. 3. FERTILIZE AS SPECIFIED. ROOTBALL DIM. SHRUB AND GROUNDCOVER PLANTING PREPARED BACKFILL MIXTURE AS SPECIFIED. BBB OR CONTAINER (SEE SPECIFICATIONS FOR ROOT SALL) P -SE -66 3- LAYER OF MULCH BERM SOIL TO HOLD WATER MINIMUM DEPTH OF 12- PUNTING 2"PWNTING SOIL FOR GROUNDCOVER BED. EXCAVATE ENTIRE BED SPECIFIED FOR GROUND COVER BED. FINISHEDGRADE (SEE GRADING PLAN) LOOSEN SUBSOIL AS SPECIFIED. PREPARED BACKFILL MIX AS SPECIFIED. NOTEWHEN USED IN MASSES, ENTIRE BED TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANT MATERIAL -EXCEPT WHERE SPECIFIED. P -SE -BB NOTE. PROVIDE BETWEEN ALL SHRUBS AND SPACINGBETWEEN� GROUNDCOVERMASSESTO DIFFEREM PLANT TYPES. USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER PLANT FOR IN }I +I INDIVIDUAL PLANT SPACING X0 2v SETBACK FOR SHRUBS PLANTED iP z GREATER THAN W0 O.C. ALL SHRUM, ACCENT X ORNAMENTALGRASSES IN ISLANDS ADJACENT TO PARKING SPACES X X SHALL BE SET BACK MIN OF TWO (2) FEET BEHI NO FACE OF CURR. It I} JN QU O \ �iCURB OR EDGE 7 p OF PAVEMENT. qQ Na (2W' SETBACK FOR SHRUBS AND GROUNDCOVER PLANTED LESS THAN 3P D.C.). ALL SHRUBS, ACCENT PLANTS, AND SPACES SHALL BE SET BACK A MIN OF TWO (2) FEET BEHIND FACE OF CURB. 3 TYPICAL PLANT SPACING f 1'$ P -SE -65 CALLSUNSHINE Bit ITB THE LAW IN FLORIDA BEFORE YOU DIGU J°° min E N $SH _ pLLrmma ° o of ?'m. �N E_ Q�EFIiLL OlaceMake, W®N.@f Regn9u LLC �F+ C a 0 Q) O E u co 'OW J �) In � Q C D � N m w ooA Q vofN -L � m Z m ' J 3� a�m REVISIONS 1. 6/15/16 2. SM/16 3. 4. s. 6. T. ARCHITECT' N/A DRAWN BY: GA CHECKED BY: CA 3/15/16 m 7n2 s� L2 LANDSCAPE NOTES 1. LMDSCAPECONTRACTORSHALLFIEWD RIFYALLIT BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD MATERIAL AS NECESSARY TO AVOID DAMAGE TO ALL PRIOR TO INITAFNG PLANTING 2. ALL CONSTRUCTION SHALL CONFORM TO MEET FEDERAL,STATE, AND LOCAL CODES. REGULATIONS AND ORDINANCES. 3. IT SHALL BE THE LANDSCAPE CONTRACTORS SOLE RESPONSIBILITY TO NOTIFY SUNSHINE' AND ANY OTHER INTERESTED AGENCIES OR PARTES OF HIS INTENT TO EXCAVATE AND TO OBTAIN FROM ALL AGENCIES OR OTHER INTERESTED PARTES LOCATIONS OF ALL EXISTING UTILITIES OF EVERY KIND IN THE AREAS WHERE HE INTENDS OR PLANS TO EXCAVATE. SUCH LOCATIONS SHALL BE OBTAINED PRIOR TO STARTING CONSTRUCTION AND SHALL BE MAINTAINED WRING CONSTRUCTION. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND THE COST FOR SUCH ARE TO BE INCLUDED AS PART OF THE BID. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALLEXISTING GRASSES, GROUNDCOVERS, AND SHRUBS WHERE NEW PLANTINGS ARE PROPOSED. OONTMCTORSHALLVERIFY ALL PLANT MATERIAL TO BE REMOVED MINOR PROTECTED ITEMS WITH OWNERS REPRESENTATIVE PRIOR TO BID. THIS MAY INCLUDED BUT NOT BE UMITEDTO: SOD, SOIL. PLANT MATERIAL, STUMPS, ETC. CONTACTOR SHALL BE RESPONSIBLE TO REPLACE ANY TREES DAMAGED WITH SAME SPECIES AND SIZE TO THE SATSFACTON OF THE OWNERS REPRESENTATIVE. & LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK LATH REI -AMO CONTRACTORS AND WIITI THE GENERAL CONSTRUCTION OF THE PROJECT IN ORDER NOT TO IMPEDE THE PROGRESS OFTHE WORK OF OTHERS OR THE COWMCTCRB OWN WORK. 7. THE OWNER OR LANDSCAPE ARCHITECT SHALL HAVE THE RIGHT TO REJECT ANY AND ALL WORK AND MATERIALS WHICH, IN HIS OPINION, DO NOT MEET THE REJUIREMENTS OF THE PLANONG PLAN, DETAILS, AND THESE SPECIFICATIONS. 8, THE LANDSCAPE CONTACTOR SHALL FIELD VERIFY THE LOCATION OF ALL WORK AS SHOWN ON ME PLAN AND CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CONFLICTS AND ADJUST AS PER ME V GSCAPE ARCHITECTS OR OWNERS DIRECTION. A. THE LANDSCAPE CONTRACTOR SHALL CONTROL RUNOFF AND EROSION DURING CONSTRUCTION THROUGH THE USE OF SEDIMENT BASINS, STRAW OR HAY BALES AS APPROPRIATE. THE LANDSCAPE CONTRACTOR SHALL SPRINKLE OR OTHERWISE MANUALLY APPLY WATER TO AFFECTED CONSTRUCTION AREA TO CONTROL BOTH SIGNIFICANT WIND EROSION AND FUGITIVE DUST. 10, THE LANDSCAPE CONTRACTOR SHALL ASSURE DRAINAGE AND PERCOLATION OFALL PLAN INOPITS PRIOR TO INSTALLATION OF PLANTMATERIAL. CONTRACTOR SHALL FILL ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE THAT PROPER DRAINAGE AND PERCOLATION ISAVARABL E, CORRECT IF REOUIRED TO ASSURE PERCOLATION, CONTRACTOR M RESPONSIBLE FOR REPLACEMENTOFALL PINTS DUE TO INADEQUATE DRAINAGE CONDITIONS. M EXCEPT FOR PLANINGS IN SURFACE WATER MANAGEMEMAREAS, THE SPECIFIED DEPTH OF ORGANIC MULCH. MEASUREDAFTER WATERINGAN, SHPIL BE PIACEDAND MAINTAINED AROUND ALL NEWLY INSTALLED CANOPY TREES, ACCENT TREES, PALM TREES, AND SHRUBS_ MCHTREESHA MVEORGMICMULCHNOLESSTH WIMHESBEYONDITSTRUNK IN ALL DIRECTIONSITIOWEVER, THE MULCH SHALL BE KEPTAWAY FROM THE TRUNKS AND STEMS OF PLANTS SO AS TO AVOID CONDITIONS THAT MAY BE CONDUCIVE TO COLLAR ROT. BASAL CANKER OR OTHER FUNGI. 12, TIE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS PRIOR TO SUBMITTING BIDS FOR THE SUITABILITY TO SUSTAIN HEALTHY PLANT GROWTH AS CALLED FOR ON THE PLANTNG PLAN DETAILS, AND THESE SPECIFICATIONS. ANY REJUIRED AMENDMENTS AND ADDITIVES SHALL BE INCLUDED AS PART OF THE BID, 13. NO SUBSTITUTIONS SHALL BE WOE TO THE PLANTING PIAN, DETAILS OR THESE SPECIFICATIONS IMTHOUT THE EXPRESSED WRITTEN CONSENT OF TIE LANDSCAPE ARCHITECT. 14, GUYING/ STAKING PRACTICES SHALL NOT PERMIT MALS. SCREWS. WIRES.ETC. TOPENETRATFGIITFRSIIRFACFGFTRFFGRPAIM MFF 0PMIMARFIF(TFn WFTl1THIR 15. TREEINSTNUUNRON: ALLREQUIRED TREES SHALL BE INSTALLED I'-2' MOVE FINISHED GRADE. TREES INSTALLED OR BURIED TOO DEEPLY SHALL BE RESETTO THIS STANDARD. REMOVE THE TOP iD OF THE WIRE BASKET ON ALL BBB TREE STOCK, 16. PIANTMATERIAL 16.1. ALL TREES, PAWS, SHRUBS. GROUND COVERS AND OTHER PLANTS SHALL CONFORM TO THE STANDARD OF FLORIDA NO. I OR BETTER AS GIVEN IN THE LATEST EDITION OF GRADES AND STANDARDS FOR NURSERY PLANTS BY FLORIDA DEPARTMENT OF AGRICULTURE, PART I AND It. PLANT MATERIAL SHALL ALSO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. (ANSI) BULLETIN 2611-1990 AND AS REVISED. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 162. ALL CONTAINER AND CAUPER SIZES NOTED ON PLANT LET ME MINIMUM. CONTACTOR SHALL PROVIDE LARGER CONTAINER MATERIAL IF NECESSARY TO CONFORM TO PLANT SIZE AND SPECIFICATIONS. ROM MINIMUM DIMENSIONAL SPECIFICATION AND MINIMUM CONTAINER SPECIFICATION SHALL BE MET, 163. ALL PLANTS SHALL BE CONTAINER GROWN EXCEPT AS NOTED ON PLAN. BARE ROOT TREE$ ARE NOT ACCEPTABLE. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC AND LIGHT CONDITIONS SIMILAR TO THOSE IN THE LOCALHY OF ME PROJECT AND THE SITE. TREES GROWN IN GROW RAGS OR GROW BAG TYPE MATERIAL MUST HAVE THE GROW BAG REMOVED ENTIRELY PRIOR TO PIAMING. BALLED AND BURIAPPED MATERIAL SHALL HAVE THE BURLAP REMOVED. WIRE CAGES,STRAPS, ETC. MUST BE CUTAND REMOVED PRIOR TO INSTALLATION, 164. SOD SHALL MEETAMERICAN SOD PRODUCERS ASSOCIATION STANDARDS FOR NURSERY GROWN SOD FOR THICKNESS OF CUT, PAID SIZE, STRENGTH OF SECTIONS, MOISTURE CONTENT AND MATCH, SOD SHALL BE GUARANTEED TO BE UNIFORM IN COLOR, MAE TEXTURE. AND SHOOT DENSITY AND FREE OF WEEDS, DISEASE, FUNGUS, INSECTS OR OTHER IMPERFECTONSANDSUFFICIENTLY KNITTEDTO SUSTAIN GROWN. SOD SHALL BE MOWED FOR FINAL ACCEPTANCE. 16.5. TYPICALLY, SHRUB AND GROUNDCOVER PLANTINGS ARE SHOWN AS MASS PLANTING BEDS, PLANTSSHALL BE PLACEDONATRIANGULARSMONGCONFIGURATON(STAGGERED SPACING). 17. WANTTES,LOCATIONANOSUBSTITUTIONS: THE LANDSCAPE CONTRACTOR SHALL FURNISH AND INSTALLALL PLANTS AS SHOWN ON THE DRAWINGS, AS SPECIFIED, AND IN THE CUANMIES LISTED ON THE PLANTSCHEDULE. IN THE EVENT OF A VARIATION BETWEEN THE PLANT SCHEDULE AND THE ACTUAL NUMBEROF PLANTS SHOWN ON THE PLANTING PLAN, THE HIGHER DUANTTY SHALL PREVAILTHE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST THE NUMBER AND LOCATIONS OF ME DESIGNATED TYPES AND SPECIES OF PIANTS TO SE USEDATANY OF THE LOCATIONS SHOWN. THE OWNER SHALL RECENE A CREDITOR DEBIT FOR THE UNIT PRICE OF THE PLANT MATERIAL NO SUBSTITUTION OF PLANT MATERIAL, TYPES, SPECIFICATIONS OR SIZES WILL BE PERMITTED WITHOUT WRITTEN AUMORIZATON FROM THE LMOSCAPE ARCHITECT THE OWNERMD/OR LANDSCAPE ARCHITECT RESERVES THE RIGHTTO NOTACCEPT PLANT MATERIAL THAT DOES NOT, IN TIE OPINION OF THE OWNER MDIOR LANDSCAPE ARCHITECT, MEETIME SPECIFICATIONS HEREIN. 18. IRRIGATION: UNLESS SPECIFICALLY NOTED OTHERWISE ON SHEET IRI. ALL PROPOSED LANDSCAPE AREAS SHALLBE IRRIGATED WITH M AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR DEVICE CONNECTED TO AN IRRIGATION CONTROUER(S), AS PER STATE OF FLORIDA REGULATIONS AFTER PLANT ESTABLISHMENT, THE CONTROLLER SHALL BE PROGRAMMED TO OPERATE IN COMPLIANCE WITH APPUCABLE WATERING RESTRICTIONS, IRRIGATION SHALL PROVIDE 100 COVERAGE TO PROPOSED LANDSCAPING AREAS AND SOD AREAS_ TIE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING, AND PERMITTING THE IRRIGATION SYSTEM IN ACCORDANCE NM APPLICABLE LOCALMDSTATE BUILDING CODES. TIE COST OF INSTALLATION. PERMITTING. AND CREATING AS -BUILT DRAWINGS SHALL BE INCLUDED IN TIE BID PRICE FOR IRRIGATION. MI. L MD PECONTACTORSHALLCOORDIMMT PLANTNGWORKWN IRRIGAIONWARK LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HMD WATERING ALL EXISTING AND PROPOSED PUNTMATYRIAL AS REQUIRED BY OWNERS REPRESENTATIVE TO SUPPLEMENT IRRIGATION WATERING AND RAINFALL, LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HMD WATERING IN ALL PLANTING AREAS, REGARDLESS OF THE STATUS OF EXISTING OR PROPOSED IRRIGATION. CONTRACTOR SHALLTEMPORARILY WATER MY NON IRRIGATED LAWN AREAS AS REWIRED FOR ESTABLISHMENT 182. IRRIGATION LINES SHALL BE HMD DUG AROUND EXISTING TREES AND TUNNELED BENEATH TREE ROOTS OF EXISTING TREES, RATHER THAN TRENCHED. 183. SEE IRRIGATION SHEETS FOR IRRIGATION REQUIREMENTS. 19. FERTUZATON: PROVIDE FERTILIZER UNIFORM IN COMPOSITION, DRY, AND INA FREE FLOWING CONDITION FOR APPUCATON BY SUITABLE EQUIPMENT, AND DELIVER IN UNOPENED BAGS OR CONTAINERS, EACH FULLY LABELED. 19.1, CONTRACTOR SHALL CONDUCT A SOIL MST PRIOR TO APPLICATION OF ANY SOIL AMENDMENTS, FERTILIZERS AND BACKFILL MIXTURES. FERTILIZE LANDSCAPE PLANTS AND TURF COMPLYING WITH STATE AND LOCAL FERM-MR LAWS AND CODES AND ATA RATE AS RECOMMENDED BY THE SOIL TEST. 19.1, FERITREES, SHRUBS, MD GROUND COVERS WITH A COMPLETE, ORGANIC, SLOW-RELEASE. FERTILIZER. 192 FERTUM TURF WITH A COMPLETE, ORGANIC, SLOW-RELEASE. FERTIUZEFL PROVIDE AT LEAST 500 OF THE PHOSPHORIC ACID FROM NORMAL SUPER PHOSPHATE ORM EDUIVALENT SOURCE PROVIDING A MINIMAL OF NN UNITS OF SULFUR, THE AMOUNTS OF SULFUR AND ALL OMER CHEMICAL SFIALL BE INDICATED ON TIE QUMTTAIVE ANALYSIS CARD ATTACHED TO THE UNOPENED BAG. 20 SOIL PREPMKTONMDSOIL MIX 201, CONTRACTOR TO ENSURE TOTAL WEED ERADICATION. ANY HERBICIDE APPUED SHALL BE BY A UCENSED PEST AND CONTROL OPERATOR OF LAWN AND ORNAMENTAL APPROVED HERBICIDE SHALL BE APPUED ACCORDING TO MANUFACTURERS RATE AND SPECIFICATION WI LIMITS OF ALL AREAS TO BE PIANTED. PROTECT EXISTING PI -MUS TO REMAIN FROM OVERSPRAY OR SPRAY WITHIN ROOT ZONE. 202, BEFORE PLACING TOPSOIL, RAKE SUBSOIL SURFACE CLEAR OF STONES (I INCH DIAMETER AND LARGER), DEBRIS, RUBBISH. REMAINS OF REMOVED PLANT MATERIAL, AND ALL REMAINING CONSTRUCTION DEBRIS TOA DEPTH OF T, CONTAMINATED SOILS SHALL BE REMOVEDAND REPLACED TO THEIR FULL GERMS AND EXTENTS. 203. SCARIFYSUBSOILTOADEPMOF3INCHES. 20A. AUCENSEDPESTAWCONIROLOPEMTOROFLANMMOORNPMENTALSHALLAPPLYAPPROVED PRE-EMERGEWHERBICIDEINACCORDANCENA THEMMUFACNRERSR M AND SPECIFICATIONS. 20.5. PLANING LANDSCAPE BEDS (SHRUBS AND GROUNDCOVERS): ALL LANDSCAPE BEDS TO BE MULCHED SHALL BE ROUGH GRADEDTOM ELEVATION OF 16 TO 17 INCHES BELOWTHE TOP OF ADJACENT HARDSCAPE OR FINAL FINISHED GRACE TO PROVIDE ROUGH 12 INCHES OF BACKFILL MIXTURE 31NCHES OF MULCH WITH A 21NCH REVEAL ON THE CURB, ADJOINING SIDEWALK, OR OTHER HMDSCAPE FEATURE. SEE LANDSCAPE PIANS FOR LOCATION OF LANDSCAPE BEDS AND SOD AREAS, IF NECESSARY. TIE GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL COORDINATE TIE INSTALLATION AND GRADING OF TOPSOIL. SEE SPECIFICATONS FOR BACKFILL MIXTURE. 20.8. PLANTING LAWNS: REMOVE ANY EXISTING BUB -BASE OR COMPACTED MATERIALS TO EXPOSE A FRIABLE SOIL LAYER. LOOSEN SO6?OPSOIL OF LAWN AREAS TO MINIMUM DEPTH OF 8'. ADD 3 -TOPSOIL OR ORGANIC MATERIAL AS REJUIRED FROM ORGANIC MATTER CHECK. TILL INTO TOP 8' OF EXISTING SOIL. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS AND SOD AREAS. IFNECESSARY,THEGENERALCOWMCTORANDU DSCAPECONTRACTORSHALLCOORDINATE1HEINSTALLATIONANDGRADINGOF TOPSOIL. SEE SPECIFICATIONS FOR BACKFILL MIXTURE. 20.7, FINISH GRADE ALL PREPARED TOPSOIL AREAS TO A SMOOTH. EVEN SURFACE ASSURING POSITIVE DRAINAGE AWAY FROM TIE STRUCTURES AND ELIMINATE ANY LOW AREAS WHICH MAY COLLECT WATER. SEE CIVIL GRADING PIANS. 208, BACKFILL MIXTURE: 20.8 1, TREES. ROYAL PALMS, SHRUBS, GROUNMOVERS, LAWNS: 450 SAND, 450 TOPSOIL,100 PEAT HUMUS. 20.8.2. ALL OTHER PALMS: 3/4 SAND, 1/4 TOPSOIL 2GS& SAND SHALL BE CLEAN. SBLCA.SALT-FREE AND CONTAINING NO EXTRANEOUS MATTER. 20.84. TOPSOIL SHAM BE FREE OF DELETERIOUS MATERIALS THAT WOULD BE HARMFUL TO PLANT GROWTH. SHALL BE FREE OF NEMATODES, SHALL BE OF UNIFORM DUALITY, AND SHALL BE FRIABLE FERTILE SOIL WITH REPRESENTATIVE CHARACIERISTCS OF AREA SOILS. IT SHOULD BE FREE OF HEAVY CLAY, SILT, STONE, EXCESS UNE. SHELL ROCK, PLANT ROOTS WEEDS. DEBRIS OR OTHER FOREIGN MATTER. IT SHALL NOT CONTAIN NOXIOUS PLANT GROWTH SUCH AS BERMUDA. TORPEDO OR NUT GRASSI. IT SHALL LEST 20844. SOIL AMENDMENTS: SOIL TESTING SHALL BE PERFORMED IN ALL PI ARMS (INCLUDING SODDED AREAS) PRIOR TO CONSTRUCTION WITH RESULTS SUBMITTED TO LANDSCAPEARCHITECT. SOIL AMENDMENTS SHALL BE ADDED AS NECESSARY TO MEETTHE FOLLOWING PARAMETERS: NSAAA PH RANGE i5-7,0 208A,12, ORGANIC MATTER: 2 O5.0J 208A]$ SOLUBLE SALT LEVEL: LESS THAN 2 MMH0/CM. W f)AAA, SOIL CHEMISTRY SUITABLE FOR GROWING THE PLANTS SPECIFIED. 20.85, PEAT HUMUS SHALL BE DECOMPOSED PEAT MH NO IDENTIFIABLE FIBERS OR IF AVAIL -BLE. MUCH MAY BE SUBSTITUTED AND SHALL BE FREE FROM STONES, EXCESSIVE PLANT ROOTS, DEBRIS OR OMER FOREIGN MATTER. MUCK SHALL NOT BE OVERLY SATURATED MIT WATER. HUMUS SHALL BE OF GOOD oUAUTY, MATURE, DARK COLOR, OF HUMUSLIKE 0UAUTY, AND HAVE PLEASANT SOIL SMELL. 200,6, BACKFILL MIX SAMPLES AND LABORATORY SOIL TESTS SHALLBE SUBMITTED TO THE LANDSCAPE ARCHITECT OF RECORD FOR APPROVAL. CONMAOTORSHALLTAKE RESPONSIBILITY FOR PERFORMING PERCOLATION TESTS PRIOR TO BACKFI W NG WITH APPROVED PLANTING SOIL. 21. MULCH: ALL MULCH BED DUMMIES TO BE DETERMINED BY CONTRACTOR CONTRACTOR SHALL MULCH ALL PLANT MATERIAL THROUGHOUT AND COMPLETELY TO A THREE(3)INCH DEPTI W M CLEAN, WEED FREE MELALEUCA WOOD CHIPS, PI BEDS WITHIN STORMWATER BASINS SHALL BE MULCHED WITH PINE STRAW MULCH. 22. TREE PROTECTION: PROTECTALLTREES AND PALMS TO REMAIN WMAMEE BARRICADES. IMMEDIATELY FOLLONNGVEGETATION REMOVAL, EXISTING SLOPES GREATER THAN 3 TO SHALL BE PROTECTED FROM EROSION AS REQUIRED BY LOCAL CODE. THE FOLLOWING ACT TIMES ARE PROHIBITED WITHIN THE BARRICADED AREA: VEHICULARAND PEDESTRIAN TRARFICLSTORAGE OF CONSTRUCTION MATERALS[PIACEMENT OF EXCAVATED MATERIALS OR TRASH WINO ANY ACTIVITIES THAT MAY DISTURB TIE ROOT SYSTEM WITHIN THE BARRICADED AREA. 224. ALL REQUIRED TREE REMOVAL OR RELOCATION PERMITS SHALL BE PROCURED BY CONTRACTOR, PRIOR TO COMMENCEMENT OF WORK. 222 ALL PROTECTED TREES SHALL BE TRIMMED INA MANNER CONSISTENT WITH ME 'AMERICAN NATIONAL STANDARD FOR TREE CARE OPERATIONS. ANSI, A300CURRENT EDITION. - 23, MAINTENANCE -TIE CONTRACTOR IS RESPONSIBLE FORCOMPLEM MAINTENANCE OF ALL PROPOSED PUNTING ARMS (INCLUDING WATERING, SPRAYING, MULCHING, MOWNG. FERTILIZING. ETC.) THROUGHOUT TIE ENTRE COURSE OF THE PROJECT LANDSCAPE CONTRACTOR III CUMNITHE WORK AREAS AT THE END OF EACH WORKING DAY. RUBBISH AND DEBRIS SHALL BE COLLECTED ANO DEPOSITED OFFSITE DAILY_ ALLMATERIALS, PRODUCTS, AND EJUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION AS DIRECTED BY OWNERS REPRESENTATIVE. 24, FINALACCEPTANCE:CONTRACTORTOREOUESTINSPECTONOFPRWECTINWRITNG. IFAUMWISSATISFACMRYMDCOMPMMINACCORDANCEWT COWITIONSOF CONTRACT DOCUMENTS, MEN THE OWNER AND LANDSCAPE ARCHITECT SHALL DECLARE SUBSTANTIALLY COMPLETE. SUBSTANTIAL COMPLETION CONSTITUTES TIE BEGINNING OF TIE GUARANTEE PERIOD. 25. WARRANTY/GUARANTEE PERIOD: CONTRACTOR TO WARRANTAND GUMMME PLANTMATERIAL FORA ONE (1) YEAR PERIOD FOLLOWING DATE OF SUBSTANTIAL COMPLETION. PRIOR TO ISSUING SUBSTANTIAL COMPLETION NOTICE TIE CONTRACTOR SHALL SUBMIT TO THE OWNER COPIES OF AS BUILT PLANS I DOCUMENTS AND COPIES OF AN ANNUALIZED MAINTENANCE AND OPERATION MANUAL DETAILING ALL SCHEDULES, NURSERY PRACTICES, WATERING REJUIREMENTS, FERTLVATON, TRIMMING, ETC. FOR ALL PLANT MATERIALS ANDPIANTAREMOFTHEPROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE STAKES AND GUY WIRES FROM TREES WHICH ME ESTABLISHED AT TIE END OF ONE (1)YEAR GUARANTEE PERIOD. TREES NMICH HAVE BEEN REPLACED SHALL REMAIN STAKED FOR ONE (1) FULL GROWING SEASON, AND TIE OWNER SHALL BE RESPONSIBLE FOR REMOVING TREE STAKES AND GUY WIRES. CALL SUNSHINE B11 ITB THE LAW IN FLORIDA BEFORE YOU DIGS U mA In J °o v Eo$�y �ro 'r n m�0 N 8 GEmmbag (N�`5F pa6 G Al �m E_ Q 0 OlaceMaker ceyn mAA, uc PaxM14 rg Rvgn SlWe,NL C a Q l Q m in LL.I ai m= ~ `2 O LL Qs Lu O O At y Q vm n Q U 2 @ Z J s� V8 <a. REVISIONS i_ 2. 3. 4. 5. 6. 7. ARCHITECTN/A DRAWN BY: GA CHECKED BY: CA 3/15/16 m 7nZ L3 ESTIMATED IRRIGATION SYSTEM MAX FLOW RATE REQUIREMENT: 20 GPM ESTIMATED IRRIGATION STATIC PRESSURE REE UIREMENT: 65 PSI NOTE: IRRIGATION CONTRACTOR SHALL VERIFY FINAL GPM AND PRESSURE AVAILABLE FROM WELL AND PUMP PRIOR TO INSTALL. 0 ry Q W J_ O m Fn (D z U) U) NO LL 0 /Z Go W RRIGATION SCHEDULE SYMBOL DESCRIPTION ® SHRUB DRIPLINE 0.9 GPH F 18••O.C.(3.5UH80.4at 11T. .Cwith 0.90 gPh emitters at 18' O.C., raw epeGng et 1&"O.C. SYMBOL MANUFACTURERIMODEUDESCRIPTION O Rain Bird 1804PR&1300AF Flood Flood Bubbler 4P" pap -up. With a PA -BD adapter. With Pressure regulator. SYMBOL MANUFACTUREWMODEUDESCRIPTION 0 Rain Bird 44 -LRC 1"goes OuicDCoupllng Valve, with Corrasion -Re lstant Stainless Sheal Spring, g Thermo Iasgc Rubber P Cover, and 2 -Piece BaLocdntly. © Rain Bird ESP4MEi with (2) ESPSM3 10 Station. Hybrid Modular Indoor Controllan For Residential or Light Commercial Applications. ® Rain Bird WR2-RC Wireless Rain Sensor Combo, induces 1 receiver and 1 min sensortransmitrer. — — — irrigation Mainline: PVC SGledule 40 Pipe Sleeve: PVC Scrodule 40 Typical pipe sleeve far irrigation pipe. Pipe sleeve sire shell allow for imgadon piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or oonsbudion. PROPERTY LINE, BTY pRYDEN AVENUEIT - 4 I II 1-114"MAINLINE MIN. 11 I p 1 O I 2 I I I O i111 I I AUTOZONE BUILDING 7.301 SF EXISTING TREE TO REMAIN, TYP. COUNTY ROAD 512 NORTH NOTES: 1) SEE SHEETS L1, L2, AND LS FOR PLANTING PLANS. 1 2) VERIFY ALL SYSTEM RED IIREMENTS PRIOR TO BID. IRRIGATION ZONE AREAS ARE AN ESTIMATE. CONTRACTOR SHALL VERIFY TOTAL AREA RET.UIRED PRIOR TO BID. 3) IRRIGATION SLEEVES MAY NOT BE SHOWN TO ENSURE CLARITY OF LINE WORK 1 CONTRACTOR TO INSTALL ALL IRRIGATION PIPE AND CONTROL WIRES IN MINIMUM 4" PVC SLEEVE BELOW ALL PAVED SURFACES. 4) TUNNELING, RATHER THAN TRENCHING, SHALL BE USED WITHIN THE DRIPLINE OF EXISTING PROTECTED TREES TO REMAIN WHERE UNDERGROUND INSTALLATIONS ARE RE (UIRED. 5) TREES BUBBLERS,TURF ZONES AND SHRUB ZONES SHALL BE ON SEPARATE ZONES. PROVIDE RAIN BIRD PEB SERIES CONTROL VALVES. S) IRRIGATION HEADS, CONTROLLERS, CONTROL VALVES, QUICK COUPLERS, AND ACCESSORIES SHALL BE HUNTER OR RAIN BIRD NEW COMMERCIAL GRADE PRODUCTS. a• LD' zD• aD• GRAPHIC SCALE AMIEK sONTERCOWINENRI. k4kl",elvebectrd emer 9 Ra d iIIG mu rdvs wkreshown on plaml IP.G.V. 12"-314" rRn'rsh9raEe Adapter ••• SdrM� pea9�nhm nipple 1 VALVE, REGULATOR, & FILTER N.T.A. I AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AND POINT OF CONNECTION WELL AND PUMP SHALL BE CONTRACTOR DESIGNED AND INSTALLED FINAL CONSTRUCTION PIANS SHALL MEET APPROVED PERMIT REQUIREMENTS, LOCAL AND STATE REB UIREMENTS, AND BE APPROVED BY OWNER OR OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL INSPECT THE SUE AND VERIFY CONDRIONS AND DIMENSIONS PRIOR i0 DESIGN AND CONSTRUCTION. THE IRRIGATION CONTRACTOR SHALL SUPPLY AS -BUILT DRAWINGS AND MATERIAL CUT SHEET UPON INSTALLATION COMPLETION AS AS A TERM OF FINAL ACCEPTANCE. THIS COST SHALL BE ACCOMMODATED IN THE BID. 2 ALL WORK SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL REGULATIONS AND CODES FOR THE LOCATION OF WORK. CONTRACTORSHALLOSTAINALL NECESSARY PERMITS PND INSPECTIONS REQUIRED TO COMPLETE WORK. 3. CONTRACTOR SHALL VERIFY ALL TOTAL INANTITIES REQUIRED FOR COMPLETION OF WORK PRIOR TO BID 4. THE IRRIGATION CONTRACTOR SHALL SUPPLY ASAUILT DRAWINGS AND MATERIAL CUT SHEET UPON INSTALLATION COMPLETION AS A TERM OF FINAL ACCEPTANCE. THIS COST SHALL BE ACCOMMODATED IN THE BID, 5. IRRIGATION PLANS ARE SCHEMATIC REPRESENTATIONS ONLY FIELD ADJUST LINES TO AVOID CONFLICT WITH UTILITIES 6 VERIFY ACTUAL PRESSURE AND FLOW RATE PRIOR TO BID SUBMISSION AND NOTIFY OWNERS REPRESENTATIVE IF DIFFERENCES ARISE BETWEEN ACTUAL PRESSURE AND DESIGN PRESSURE. T, DO NOT ALTER HEAD LOCATION, PIPE LAYOUT. OR VALVE LOCATION WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER_ NOTIFY OWNERS REPRESENTATIVE IF OISCREPANCIES OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. B. COORDINATE IRRIGATION POINTS OF CONNECTION AND LOCATION OF AUTOMATIC CONTROL VALVES WITH PROJECT MANAGER. COORDINATE ALL WORK WITH OTHER TRADES, I.E. ELECTRICAL. MASONRY, ETC. 9. USE45ELLSINSTEADOF90ELLSONALLMMNLINES2-112"ANDIARGER. INSTALL CONCRETE THRUST BLOCKS AT AIL MMNLINECHANGES IN DIRECTION. POUR MINIMUM OF 1 CUBIC FOOT OF CONCRETE ON UNDISTURBED SOIL. WRAP PIPE IN PLASTIC WRAP PRIOR TO COVERING WITH CONCRETE. 10. THIS SYSTEM SHALL BE AUTOMATED AND SHALL AVOID THE APPLICATION (OR INDIRECT RUNOFF) OF WATER IN IMPERVIOUS PAEAN AND EXISTING NATIVE VEGETATION. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND PROPERLY ADJUSTED TO PROVIDE ADEQUATE COVERAGE AND MINIMIZATION OF VFR SPRAY ONTO WALKS. BUILDINGS. PARKING AREAS. ETC. 11, INLL STAlU1CK COUPLERS AS NV I [D. 2 INSTALL ALL IRRIGATION PIPE AND CONTROL WIRES IN MINIMUM 4" PVC SLEEVE BELOW ALL PAVED SURFACES UNLESS OTHERWISE INDICATED ON THE PLANS. INSTALL SLEEVES PRIOR TO PLACEMENT OF PAVEMENTS AND PAVEMENT SUSTBASE. 13. PROVIDE POSITIVE DRAINAGE OF MAINLINE. PLACEMANUALDRAJNATLOWPOINTSINMAINLINE. IDENTIFYLOCATIONSONASBWLTS. 14, ALL VALVE BOXES AND COVERS SHALL HAVE LOCKING LIDS AND A WATERPROOF, FADE -RESISTANT TAG PLLQUICKCOUPLERSSHALLBEINSTALLEDINVALV XES, 15, CONTRACTORTO INSTALL CONTROLLER,WELL, ANY REQUIRED PUMP EQUIPMENT AND ALL IRRIGATION ACCESSORIES AS REQUIRED. CONTRACTORTOFURNISH CONTROL WIRES FROM VALVES TO CONTROLLER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 110 VOLT SERVICE FROM BUILDING ANDCONNECTION TO CONTROLLER SERVICE. 16. THE RAIN SHUTOFF DEVICE SHALL BE INSTALLED TO MEET LOCAL CODES AND/OR MINIMUM MANUFACTURER B RECOMMENDATIONS. OBSTRUCTIONS, VANDALISM AND BASE OF SERVICE SHALL BE CONSIDERED IN LOCATING THE DEVICE. ANY WIRING. BETWEEN THE MIN SWITCH AND THE IRRIGATION CONTROLLER SHALL BE ENCLOSED IN ill PVC ELECTRICAL CONDUIT. VERIFY FINAL LOCATION WITH OWNERS REPRESENTATIVE. 17. IRRIGATION SLEEVING TO BE A MINIMUM OF SCHEDULE W PVC PND SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL BE BE RESPONSIBLE FOR SLEEVING INSTALLATION UNLESS THIS WORK IS IN THE IRRIGATION SCOPE OF WORK, SLEEVING SHALL BE CLEARLY MARKED. RAGGED. OR OTHERWISE DEUNEATED ABOVE GRADE TO AVOID DAMAGE AND PROVIDE EASE OF LOCATION FOR FUTURE WORK 18, PIPE SONG SMALL BE DETERMINED BY THE FRICTION LOSS METHOD AND WATER VELOCITY SHALL NOT EXCEED S CUBIC FEET PER SECOND. CONSTANT PRESSURE PIPING SHALL BE SON 40 PVC, ALL PIPE SIZES INDICATED ARE MINIMUMS. CONTRACTOR MAY NOT DECREASE PIPE SIZE. DANGER PIPES MAY BE USED AT NO 19. BACKPOW PREVENTER SHALL BE REO UIRED PER It 20. THE IRRIGATION SYSTEM SHALL BE PROPERLY MMI ESTABLISHED BY THE PREVAILING WATER NANAGE1 21. VERIFY INSTALLATION AND PARTS WARRANTY PRIG 22 THESE PLANS DO NOT EXPRESS OR IMPLY IN MY ANT TYPE OF INSTALLATION WARRANTY NOR GUAR CONTINUING IN PERPETUITY THE LANDSCAPE ARCF HELD HARMLESS FOR ACTIONS OF THE CONTRACT( CONTRACT THE CONTRACTOR ACKNOWLEDGES HIE PROPERTY ADJACENT TO THE OWNERS PROPERTY SUBSEQUENT OPERATION OF THIS SPRINKLER SYS SETTLEMENTS, ANY AND ALL OTHER COSTS MENT11 INJURY OR MY OTHER DAMAGE OR INJURY CAUSE( 21 THEPURPOSE OF THIS IRRIGATION PLAN IS TO PRC THE MATERIAL COST TO BID THE SPRINKLER SYSTE EQUIPMENT, WHICH WILL PROVIDE AOEOUATE WAT PLANS AND THE MATERIALS SPECIFIED ME SUBIE( IRRIGATION MATERIAL MODEL NUMBERS, DIMENSIO WIRING, ALL SLEEVES, WATER AND ELECTRICAL 60 AFFECT EITHER THE COST OR PERFORMANCE OF T CODES M AUTOMATIC COWROLLER CONSISTENT WITH WATER SCHEDULES VHICHEVER IS MORE RESTRICTIVE TYPE FOR THE FINISHED WORK. STARTING FROM THE DAY THE CONTRACTOR SIGNS CONTRACT NEITHER AFFILIATION WITH NOR CONTROL OVER EITHER THE CONTRACTOR OR HIS STAFF WILL BE FF THAT MAY DAMAGE PROPERTY OR CAUSE PERSONAL BODILY INJURY. BTACCEPTINGTHIS 'AY THE EULLAMOUNT OF ANY AND ALL DAMAGE CLAIMS FILED AGAINST THE OWNERS PROPERTY, NO ALL PERSONAL INJURIES THAT RESULT DURING OR FROM THE INSTALLATION OF OR :TOR SHALL INDEMNIFY THE LANDSCAPE ARCHITECT AND PAY ALL LEGAL FEES, FINES, COURT IENTIONED HEREIN THAT MAY HAVE RESULTED FROM PROPERTY DAMAGE. PERSONAL BODILY NSTA-l-KNON OR OPERATION OF THIS SPRINKLER SYSTEM. 9L LAYOUT OF IRRIGATION EQUIPMENT TO ASSIST THE CONTRACTOR IN ACCURATELY ESTIMATING I INTENT IS TO PROVIDE THE CONTRACTOR WITH A DIAGRAMMATIC LAYOUT OF SPRINKLER FOR THE LANDSCAPE MATERIALS WITHIN THE SCOPE OF WORK UNDER THIS CONTRACT. THESE ,WITHOUT NOTICE PRIOR TO BIDDING THIS CONTRACT THE CONTRACTOR WILL VERIFY ALL LITY OF COMPONENT ASSEMBLIES, MAINLINE ANO ZONE HYDRAULICS, ELECTRICAL COMPONENTS. PRESSUREAND G,P.M. AVAILABLE AND APPLICABLE SITE CONDITIONS, WHICH MAY ADVERSELY SV6TEMVE THEC NF IST AND ISSUED S THE CONTRACTOR WILL NOTA FY THE OWNERS REPRESENTATIVE INWRITINGAFTER WILLNOT START THE WORK UNTIL THE OWNERHA6 WILL RESOLVE THE CONFLICT AND IS SUE DIN WRITINGE OATNOPROCEED". (FAT TO THEY I6 OWNER. WER THE MOST HAS BEEN SIGNED THE CONTRACTOR WILLRESOLVETHECONFLICT AT HIS OWN EXPENSEAND A B ADDITIONAL COST TO THE OWNER. SLEEVING UNDER SIDEWALKS MAY NOT BE SHOWN ORCAUEOOUT DUE TO LACK OF SPACE LS PLANA. ONCE ABIOHA6BEEN GIVEN IS THEOWNERFROM THE CONTRACTOR CHANGE ORDERS FOR EITHER ADDITIONAL MATERIALS OR TO CHANGE TO MATERIALS THAT ARE NOT FOUND ON THIS PLAN 18 NOT ACCEPTABLE ANDRANTEE BEALLOWED BY 24 GUAREPRESENT TIVE, WARRANTY NTYTREES AND SHRUBS FOR O LAWNS AFTERINSTALLATIONACCEPTANCE NCEOFOR 45 AYSDUE By FOLLOWING REPREANCEOFEIT AINTAOWNERS AT REPRESENTATIVE FE. WARRANTY LOWING ACCEPTANCE SITENE BY FOLLOWNEJNSNGACCEPTATIEOFBITECEAU-U HEALTH OR DEAD MAT RIAL FOUND AFTER INSTALLATION FOR 45DAYS FOLLOWINGIOCEPTANM OESUELS OWNERS REPRESENTATIVE. REPLACE ALLUNHEALTHY ORDEAD OWNERS MATERIALFOUND DURING WARRANTY PERIOD. WARRANTY IRRIGATION SYSTEM MATERIALS AND LABOR FOR ONE YEAR FOLLOWING ACCEPTANCE OF SITE BY OWNERS REPRESENTATIVE. 25. TEMPORARYIRRIGATION ON MONO RESPONSIBLE FOR B WATERII'C TO SUPPOR LEMENT RAINFALL AS CAND OORDINATE URINGIDE OONSTRAFORTEMD SO DAY SOD LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING PE CONTRACTOR RMNFALL AS REDUIREDHMO W C WATERING AREAS 90 DAT AO ISESTABLISHMENT PERIOD(90 SHED CONTRACTORLACCEPTANCEI MySO LOSTF FROM SHALL BERESPONSIBLEDURING 90 DAY WATERING SOD AREAS UMIL SOD IS FULLY ESTABTY OF S BASIN CONTRACTOR DELL REPLACE MENT ANY SOD LOST FROM INAOEUUATE WATERING DURING 9B DAY ESTABLISHMENT PERIOD, M. PER CITYOFAEBAAY, IN COMMERCIAL INPMENTCOOE: 26.1 ALL ALLIRRIG MULTIFAMILY,COMMERCIALSYSTEMS SHALL ANDINSTITUTIONALTO AVOID SHALL. OVIDEAPERMANENT IRRIGATION SYSTEMMERE ALLLANDSCAPEONTO DJ 26,11. PLLPRTY.NNSYRIGATED RE S. WALKS, ROADWAYS. OR STRUCTURES, OR SIMILAR CONDITIONS WHERE WATER FLOWS ONTO ADJACENT PROPERTY.NON-EMSS ATUEAS.IP, TRI KLE,LOAYS, WSTRUCTURES. 26.12. IRRIGATION SYSTEMS SBE DESIGNED DRIP TRICKLE LOW FLOW SPRINKLER HEADS OR ANY OTHER RECOGNIZED METHOD OF LOW VOLUME, HIGH EFFICIENCY IRRIGATION AND SHP1L BE DESIGNED TO APPLY WATER UNIFORMLY OVER THE IRRIGATED AREA. 2B.t 3. IRRIGATION SYSTEMS DESIGN FLOWS $HALL MEET PEAK IRRIGATION REDUIREMEMA OF THE PLANT MATERIAL 26.1.4. SPRINKLER SPACING SHOULD NOT EXCEED MANUFACTURERS RECOMMENDATIONS. 2815. SPECIAL ATTENTION SHALL BE GIVEN TO AVOID EROSION DUE TO RUNOFF ON SLOPES. 26.i.S. RAIN SENSING OVERRIDE DEVICES SHALL BE REO UIRED ON ALL AUTOMATIC IRRIGATION SYSTEMS. SOIL MOISTURE SENSING DEVICES ARE ENCOURAGED. 26 ]7 FOR THOSE SITES WHERE THE INSTALLATION OF RECLAIMED WATER SYSTEM IS FEASIBLE AND MEETS ALL REGULATORY MnUIREMENTS, SUCH A SYSTEM SHALLBE INSTAL MERE SUCH RECLAIMED WATER IS NOT AVAILABLE, WELL WATER SHOULD BE USED ANY IRRIGATION SYSTEM CONNECTED TO THE DRINKING WATER SUPPLY SHALL HAVEACRGSA CONNECTION DEVICES APPROVED BY THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT. 26.16 A MAINTENANCE PIAN SHALL BE PROVIDED. REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION 0 IRRIGATION POINT OF CONNECTION AT PROPOSED CONTRACTOR INSTALLED IRRIGATION WELL AND PUMP. COORDINATE INSTALLATION OF ELECTRICAL CONNECTION PER CITY RED UIREMENTS. SEE CIVIL SHEETS FOR POINT OF CONNECTION. 20 IRRIGATION CONTROLLER TO BE MOUNTED INSIDE. VERIFY FINAL LOCATION OF CONTROLLER AND RAIN SENSOR WITH OWNER IS REPRESENTATIVE. COORDINATE ELECTRICAL CONNECTION AS RED UIRED. Q RAIN SENSOR TO BE INSTALLED ON ROOF AND IN ACCORDANCE WITH MANUFACTURERIS SPECIFICATIONS. CONTRACTOR SHALL ENSURE RAINFALL IS NOT OBSTRUCTED BY ARCHITECTURAL OR MECHANICAL FEATURES. 4❑ IRRIGATION MAINLINE SHOWN OUTSIDE LANDSCAPE AREA FOR GRAPHIC CLARITY. ALL MAINLINE PIPES AND VALVE BOXES TO BE INSTALLED WITHIN LANDSCAPEAREA. ALL IRRIGATION PIPES TO BE SLEEVED UNDER PAVEMENTAND WALKWAYS. 50 DO NOTTRENCH UNDER EXISTINGTREES. IRRIGATION LINES WITHIN THE DRIPLINE OF EXISTING TREES TO REMAIN SHALL BE TUNNELED UNDER TREE ROOTS WITH AIR SPADE OR BY HAND DIGGING SO THAT NO LIMBS, ROOTS. OR BRANCHES ARE DAMAGED IN ANY WAY, TYP. © LOCATE IRRIGATION LINES ALONG CURB TO AVOID CONFLICT WITH EXISTING TREE ROOTS, TYP. CALL SUNSHINE ]Q [I DICK COUPLERS PROVIDED FOR HANG WATERING TURF FOR ESTABLISHMENT, TYP. Bit WI ITS THE LAW IN FLORIDA BEFORE YOU DIED U W2$ J o m e D) a) LL.. 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FGRE 44X VLLK SWEE flE11EE ANN MKK - PWPE MBNE - BR°XM ]. V4K BCX ID ILCAIm IX PAKIIEFi 91ALL E A YNWY x4186 WIM A MX4LW 6' (LOIS M%Mn µ WM RNA° LR1NS YAWS` 'WAIFA'. '3WFA'. 9eHF. W TBH WA1FR' 0.5 NPJCIAE K.. LCS WM BOURESIDED ASABEENNE. 0. VALK BOY ENIFN9MS OKA ]B' PFWNE WLW. EN3NEEPoHG IA+RWAL INDIAN IOUVAVo RIVER COUNTY#1 DEPARTMENT OF VALVE AND BOX UTurIES SERVICES M-5 SEE PIPE OPENING DETAIL (S-11) I I I I . 3/4' ROCK (20' UPSD2EAM) PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH D/4' ROCK STAINLESS STEEL ACCESSORIES I. DOWNSTREAM) BRICK DU/LL}}CPO[N Oq il°ON R.T MORTAR ELEVATION PIPE JOINT DETAIL AT MANHOLE STANDARD 'Y BRAWOF. - NOTE 1. WE JOINT CETAL 13 TOPICAL FTA Al RPE W MANNO E NMECTWS 1 AIL uAhWAL4 ARE TO BE PER PANUS A YEV ..WACNREEE AFF. IIS1. 1 3/4' MON, TD E USED AS ENA. PDN WY UP.EAV 8 OOMH.. E ... - - - REQUIRES 6'W SCM" BEER MAIN TO BE D 3 ON ^T of sTRE F, tmuE r OMERMY APPROVED B DRAW"` INDIAN RIVER CBUNTY NOTE MANHOLE I MAGNETIC DETECTION TAF£ SNAU- E INMAIIED DYER Al EINE£ IANRAIS. DEPARTMENT OF : EFFLUENT & INFLUENT S-12 UmmES SERVICES CRAWMO INDIAN RIVER COUNTY OV XIN4 V[3G*1M*S8' KVE.EP..WEAR Pn AiFASX 8' THMX FDWWDM EE PAB Ar OMH U6 w.DAII NGS GYNE ED .. DA rA TB IaSE TEALS VIIC tlICt4E Z ww LW ggV6E0 w LpAKDNEK IS mrPE N vKK LM Lw TSF MR b W RAV KT AMY BOLL a: VETAVLLST M K0'CE]E. mIVBVIldS3Q'n w Nnw.i PLAN VIEW NETES VK VIE M LN SEA LL .E PAwIE➢ . - V TUA NEW. WATER TALA - 2RDvn A. w uVAvm 0.E/S (.SEAN Mh, ALVE m A A D SUE IHmuR10. Is T° E PIAVBEY VSIX ERBMVEY YBGRN 6 VALVE EF..TIDH AND LESLVIPEIDH (SEE ENM1E AWIVE) R9QARF ANLL X I A AVN WT SMALL Y. VKVE ®[ Lw WCATfD M PAVWNS 51MLL BE A 0.CTBE BA1 STAY -PIT COVER. MDwSM 54 LM VIM A MW WN Y LBZ' TMM NG SIOLL E XMIXF➢ VIM Pil3EY lFTFE� NAIFR'. 'SEYESY. 9WIC. 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DEPARTMDP WATER SERVICE uxB.rrlEs BERVTDEs W-4 20 MAM(EA PAINTED GREEN (SEE NOTE B k S2) 6• CAPf.F` ROAD CROWN z ELEVATION OF RD REINFORCEDSTEEL AROUND OUTSIDE OF PIPE y MINIMUM 40R 1 /4' PER R �' 1„ g S£ } �UB-E �GWUNOEEyIFQPOSSIIBaLLSCOPE-�� L/,o, —RUTH TBw Pio aw°.ts'V1ivrt'(liw) wnm AS u>RED IS ELEVATION L Am OIEA ES (DP) 6� LS � @_sgl DOU S$ E VICE KRNCF 6 SINGLE altlAm B'0 «eSSS � STANDARD 'Y BRAWOF. - TO BE LOCATED IN THE FlBD 6•.6' WYE CgWpIWK It• XGi �)PLW CTI MTH 6'p' ME RE90BlnK ACTIONrAPrE .'. \ BEAS - - - REQUIRES 6'W SCM" BEER MAIN TO BE D 3 ON ^T of sTRE F, tmuE r OMERMY APPROVED B Igo 6'x6' LWBI£ WIE CCMYEHdAL BY IREDUS E s'.4' Dau OTE EBIFwTK PLAN VIEW 3 I�rz �W FFMIAII a ROW NOTE 1. 6SMTMY EENER I.A.. SNAIL E A E WIYUM O e' M BIA4EnA. I MAGNETIC DETECTION TAF£ SNAU- E INMAIIED DYER Al EINE£ IANRAIS. L MAHUFACNdS' PRODUCT UST. 1 AL- MA]EAIKS ARE NI E PER IRSU6NTR°MR M. SAUCE TD E . M 6'.! AWE 24' WROW FINISHED OVLE 1 RLDN".O CEMRALIdi MLL E NEAPONSISE FEW RISER PPE WON ROD F'CR MAN. ...S. AND PON WTINO EWER BEAN AT TO OININ ONSIDE .. TO CW... I. S -S ETNL) CRAWMO INDIAN RIVER COUNTY OV XIN4 INDIAN ROPER 0OU— 0. STANDARD LATERAL N0' DEPARTMENT OR UTILFTES SERVICES (SHALLOW SEWER) S—� PROPERTY PROPERT' UNE 1-1/2•0 P.E i'--• ME1FA BOX 2'+1 SERVICE IAIESAL (IL xoT 910X1) 1'0 P.E. SEANCE UIFAAL all TACKING BRASS EE— PR-.-CURB STOP NYE BRANCH �.... PLAN VIEW BRASS LOO(ING CURB STOP IN UNE OVAL BATE INTEGRAL METER OOUPUNG� t CHECK BY IRCOUS :1m ELEVATION z AL. METERS Y AND SOMBER ALL E SEPPIED AND INSTALIm DY IRmus 1 MMWM 92E OF BEER BOXES: -1 SERMCE (Ir S 117: I-i/Y. AW 2'. SAME (IY X x6'). 4 ET B(3 SffATA MN Y• SVIL WE FYPANB VANNAS. .@SFR ID MD:US NFOO. MAAUEACT . FPUULT UST S TRADE LURE (NOT SHS" ) N E INSTATED 4 PER DETAIL MI s. LOCFAE .. BAMS ARE TD E LDf . ADM. TO Al WI VKK .`LLS Aro WALED N . E. MES XMIN 24' . SIIIR'.I ]. PRE-Pwll® uSiq WOVE NEW INS. AMROYm uAMAMNR6' PRMOCL UST. INDIAN RIVER COUNTY DEPARTMENT OF METER BOX nEB8T1ES SMVICEs e INE X0. ONED UTILITY DETAILS ARE PROVIDED AS OBTAINED FROM INDIAN RIVER COUNTY AND ARE SUBJECT TO REVISIONS. CONTRACTOR SHALL OBTAIN AND FOLLOW MOST CURRENT DETAILS AT TIME OF CONSTRUCTION. SPACE AROUND OUTSIDE OF PIPE SHALL BE COMPLETELY EU NDNSHRINK GROUT. E REMOVE CONCRETE AND END EXPOSED EXISTING NDSEND REINFORCEDSTEEL AROUND OUTSIDE OF PIPE nB (FOR FlE1D INSTALIATON) PIPE CONNECTION TO BE NFgjRE [JyIREyE BST VA1H STAINLESS SIKL ACCESSORIES H.P. ELEV. OF FILL CONCRETE TO BE SAME AS W OE PIPE 2 -PER FOOT SLOPE + B• (TTP) 'a• A ` 3 (MINIMUM) ELEVATION NOTES 1. O1L MATERIALS ARE TO BE PER IRWUS APPROVED MANFACNRER5 PRODUCT UST. CRAWMO INDIAN RIVER COUNTY 0. DE'ARTMERT' OPPIPE OPENING DETAIL UT JFES SERVICES _ S-11 FLOW / "T- ® FLAW LWAIFR MNN REDUCED PRESDUPIAN NEW BACKFLOW PREVERE ER Xm GATE VALVES WAIFA MAN Flow ELEVATION v . M,I. MITX FME sPRPX11li IWOlEo1KK1 srs1EMS wOLWG BRAE F., N.. Aro L ..E L ARE E2aIRm TO INSEAM oWW£ CIEIX SAIXFI➢W PIEKNIIX WON f2OA2T Pt. ESwE ME F T VE AS DETOURED BY UTLTY. V, Au. .-STAY. DLT,." EL . AAE BEDARED To MSisll NPz eAD .A PNEg } APPROND EWALS HAWMG FOL UL. V6o, AND AWBA DAnRCARONS MAY BE MSLWID D AFTER 4EIfIC APP. WY IBLWS l 9A4MT BAWLOW PN.WI]ER MON WALL DL A"WEVE I %K LCPPG B EY," �NPRO'AD BY IRDMSALL E BIMSS. 4 BTSIW GUARD INSTAWTIXI N A WILT MAY SE G1]NSIDAm FOA TT F_WKABOVE THE N. MADE UV Id K vALLr Is AT 6 %PMC 11/x' DI `NEA R SHALL BE F.D. T. IRON %PE .. AK ]O E PER 1. AP%NMD uANJFALTASER5 PMgWT J. WAu FASILTERS STEEL BE .MN SHA.IlES S)(DN A`F` : EWAL} P. . ,WE A. ROW IME" . 91Au E ERTFYU BY A FA,VEO ] SIEn AND A'.. E DRUB... SUM I. TO 1.A YDV.N RIVER COUNTY EDNaDEPARTMENT OR BACKFLOW PREVENTER UTILITIES SERVICES W-11 W-11 Un lnm c $gmg no �ydo�r[ 8 GLL`wma O arnm N E -o3 T DETECTION TAPE (SEE NOTE NO 6) PROVIDE TRENCH SLOPE AS REDID PROVIDE TRENCH SLOPE AS REO'➢ FINISIED TRADE TLUR RSPROVEDMAINTAINTRENCH CHIEVE WIDTH 2'.. ABOVE IOHDPDFPIPEISEE NOTE 41 IMXMUN WRTER + - 1 �- 6' MAX LEVEL PILOVAEE LAYERS DURING CON51RlE➢ON < �.' AT 98X 3//'DIA BEDDING 3/4'R CK IE' PIPE 12' OR PEP ROCK WHERE UNDISTURBED CONDITIONS REQUIRE OD SOIL TRENCH VIDT V' ELEVATION NOTES L WERE SOL CR011IDMS CANNOT E IMINTAIKB AS SAWN AUDI MASK?IBE AP%AVEn MEMPS EE.... z I.. .4 E FE. All ET FBOIEB IN THE YIELD 3 UARAFTM! PERCENTAGE, SMYN REFER TB MSM. T -I. A ELWOM. ®B'.1CPY1 MT NLDRID BOOS TES LEVE BABA IMAM NWB VIWAIIX! EMR. S. TRUCK VENT W • FERE DL TOPS E',F.. S. z' WOE EIFLT. TAPE VITT METALLIC BACKING TB E .1.1 ➢ . MOTIR P BELOW SIRFAM TIFF TO E HISSED-UPIP B WATER LINE BF100t VAlnw RIDGE MAINSEWS'. FIXT/LTIM REUSE WATER MEN SEI.V'. TRItE VIE SIWLL ALSO E USES GONTURES" ON NL PRE. LSEE N.S. NllS ). ALL. RESTORATION IN EASEMENTS M MOITE OF WAY W VMQM RESUEB BY OVER J.RULUCTIDW. AEBCE4 WALL COiON TO ECBUS SKTM CIFICAUMS OP E OTE. .IURXUXC,,= A., .,VISOR , WHEUR ER IS MEE STRdENT. S. ALL PREM HE G. EM m; E NAEENT, PER HAT UAX UAL INnuv RIVER couTm• TRENCH DETAIL BrA�R E. IllARTMENT OF UTILTIES sERnces (UNPAVED EASEMENTS) M -I IF ANCHOR WUPUNG FOUR MypRMT OIAWS ADDITIONAL DATE VALVE A9 -0 D BY IRGU6 N.J. REQUIRED IF DISTANCE SES E NOTE 1(BELOW) IS SURE THAN 5' f MESA -LVO RESTRAINTOR EI N.J. VARIES ANCHOR IEE FCR 6' PLAN VIEW MEOIANICAL JONT V PUMPER NOZZLE PAI ROADWAY KK BOX H fINCCE56 ISNEp ptgpE y A YID h 6 -GAM VKK �.�.. 6' DIP RPE + + - - + � 1.5 CUL Fr. .JY•;( 1 Cr CONCRETE�DS'T MM 0 TYVE) �f. B• (M''V) ELEVATION UNDISTURBED WATER MAX NOTES 1. MORMT EIAOS TO E C ... GA vAU T SIEII OR BUCmE RM PIPE RLIEB ./ UMOEM MEN REWIRES BY IROYJS WMSS TO BE PANTED SME AS HYDRANT. 2 ME G OF ME PUMPER CONECTICN WALL E 1.- MINIMUM ABOVE ME E W THE NEAREST MEND. OR Am. GRADE, 1 All HYOUIIR DRALL E IRATE BREAMAWAY ME 1. CpIR£IE MOIOEO FIRE NYORANT ASSEI MAY E UTUED IN M. OF MI S PRE N. SXCND E LOCATED ..IN 11' IRON En. OF PAVEMENT ..POB9LE A. ALL MATERIALS ME TO BE FTR IRWUS ANNUn CD MANUFACTURING IRLWCT USI. ). FACEME m BE INSTALLEDM PEP ETP1L M-1]. (1RAOi WAS "I W BHp'/H4 AH04E) B NL SOTS FDA FIE HYDRANT FTTHGS AND VALKS WALL E STAINLESS YMI AL HUGE 4NL BY, STN N. STEEL B. YAXTAN )'-S• RMIUS O HIORMT PERPENDICULAR M FULAGAAT DR GOTS FACE (E%AMME E CI WSi LM OF 9SML MES. SNRIIBS, TRM'EOLER UTUTY FOES. ER) ID. HYDRANTS MO PROIECTW UNt4 9WL HALE CLEARANCES O )'-6 W FRONT MB TO THE SEES O ME ERRE HYMUNT, MM A A OPMANCE TO THE MEM OF 1R HYBRMT PUREAMT TD FIRE fWFhNI. GOES ]-12. DRA.NG DdD1AN RIVER CO[TOTY Np DMRARTMENT DF FIRE HYDRANT DETAILS UTILITIES SERVICES W-2 I TRENCH MOTH MECHANICALLY TRENOI WIDTH 'W' H 4' MIN SpV EXISTING SURFACE RESTORATION I.j. FF EBENi II EXISTING RR / / R ✓. / / / / / / / / / / / REPLACEMENT S (SEE TAPE UMEROCK BASE a CSCE NOTE NO W ^ r / / / .R^ 1B% LIFTS AT 6' "GO LAYERS TO AfJEYE 9B% ®PII;TIOI (� (SEE MOTE 6) 3S MAXIMUM WATER LEVEL - 6' MAX ALLOWABLE WRING L ' LAYERS CONSTRUCTION 4. Z /� AT 98X 3/9'EA HERDING RANK 12' PIPE 12N OR PEA MERCKWXERE OD UNDISTURBED SOIL CONDI JUNE REQUIRE TRENCH WIDTH 'W ELEVATION NOTES L MER SOLL IT. ..I BE NIIMRBEO AS SMNII AM'G NAYmE KRWFB IETSI° IF CBRItlIET. B. SIBETMG WILL E PFYmIP.B M TEIFR . US I. RAN E S. EV SN6.V9E MM M E SWil E DENTE FM p DEPT V11H EIOSTNG MIFMdi M0 SHILL HAWS IMOD A'0 F£ATIEED.BBns D -VC 1@L MKI SAMML TYR m E.WN'FRE 4. DISTINCTION PERCENTAGES SWN SUER TB AUMD T -1A6 5. ALL R.MVAY ESTWATEM WALL COMPLY VTTH MUM PIKS EgN1Y PUBLIC ..I. STANDARDS 6 EOAPTAL ®,, [PGX MT MIRED BELOW MBS MIKL BTMS TAR 1A• VVAIPY EAR ). TO EH VOM 'V .PPE D5 PWS .-0 E N VIDE ETEETICH TME WITH EII W. m E )RRMLED OVER MAIN F ELOV SURFACE. TAPE TO E RRNER� VAT LS LSE ELPP..V STRCE MOW BELOW', GA MWTIDB PHASE WATER ISM BELOW. TACE WERE WALL E ACED CONFIRMEDLY OM ALL PIPE SEE ETAIL X -Ib. A 9M CUNP GTIM AN SHOJLDFA W R10R IF WAY. IS ALL PD£ TO E LOSS. MO . O SI m (INE. SRIF EEE P PAYMENT ILL ESMOMISOI 6®OEJ 4KL E FEN . DR% US IN OEEPPARTMEN' oe TRENCH DETAIL UFNEITIHS SERncsS (PAVED AREAS 6 SHOULDERS), i'Ai-2 RNMET GRADE WEAR xi A�1 lY J L.M TAPE_/ CEiTINUOUS FO STRANDED COPPER TRACE %RE A ua E1E DMT ALLOOR AU.Pr�iEST"°6 ELEVAnON-SERIACE O TAI PLAN VIEW ESPIN P .: D U( ) w"cM1°"'PPE°wx iiuR w�E°� Dal NL VAlA3 FlCVATON-VAX DETAL NOTES 1.TPA¢ ENR le EM°RES W N 4 L PP S. NWPtt ALLADS,AA, NATRM .. Ix FNA, O MY. E.AWR. PA EANNAPFM., ENTREgpECT O ALL TEN£ WE a. All GgTELTLNS 91A1 E WDE AM UEC BAY DUMB. I B.ALL YATRVS AE. ERS WUF AN. ANSI .. HST I mAAAc INDIAN RIVER COUNTY HD. DEPAR'T'MENT DE TRACE WIRE UTILTIMS SERVICES DETAILS e M-13 INDW! RRRR COUNTY BU .MT OF RESTRAINING UTOITIES SERVICES SCHEDULE AND NOTES M - GENERAL INFORMATION REQUIREMENTS 1. AV AA,BWI Recwa amnga .1 Tani IN, Slid- n,u w ab of Ne CIIgM .7. Fbtle MMBnkb6Ba1 CWa PVwentm.eMF A 4)2nTtlg FWF19 SbCPbB. 2 BE Mb W. ev '. MET to 6vM E Ne RaN¢ Gmb Plans RbNu1M1l add BE.Y, ur FlwMe HiWI PrevLr'vI Gewietle NeMOPk (w{aMelYn)ane NA. TJ1 WB-nPW equ6NrePIL m tlro mxt RmeM eMMm aeMPlae M Imlm RMM c6wly. > MalwutiwsaM1w.n dYAMORetlm 1E8 NAV0. A. M 0.sBun RwnE anWrps elull Be Dee m . m)xmum a cre (1) pwmielnm letnenw mmlmY,1 (P.RA1.) et. eM of awn PPgat Ore RRJNL MW W 4M b B mnmum of Pre (1) Sedbn wmw AT on"wNr (114) INSIST waor xfitlwwr M PJueW W Me PsMM. SAM pare eaelnelm MWI As pnryrany An6wn m Te eRMrg 1aA m Te P RM. IA.e. A. HwDmml Comm. Mmamanmticn M N19y TBW null be a INnHIIAn MM a) RMFb N e NNAPP n a ,AW ma tR..N Ponds Boo AIAM.m m mP.a B. Vatlal Conbol(xnm Pmmrte)b&lem wllr Mroy wM®mxm, Mme new a m®mum of M. Wet Le4wm ovEnO aNxblAilm w wW [iNae MwnmaFa. T. Muwp tlYue PryuPN lv tln uw MugulmkM AOR ena wYxama xinBle®sWNedma(i) MmbVnanY HMen RFg Cwnly GkiW Po¢nlmbg6)xMn(GP.B.)wnbd pTf%immWlenb, I,Ew tlei Inotln GPS...AmnMre F),xMMPtMuwlm PAI mMMMP, ANN -I M Bbeg tln Wray FI. Bnd AaI fR bet c.#v wmrybmin G Al Bmnng FMUS t dmwns(24NSIR)ANN! Soo m rlMmena'A58Unr.N un Wmm USAN lI• hg ARn E me NA d0M Ugsa I Ne aIaASB orgnC . as An sabre MT. APIEN ante. M In.'nA . AS'BNIn WRF a . XN . la . l nn a cG RMP drLonm spy. AMCea SKIS, Rmnet or IBlwt aaelm MA a tla m e mWeum M L:o (2) MMe FIePIn mxetOem4 (NOTE RISKS, MAP..E Ne Medmnb mpy wre (1) Syr a Nell pM1M .xW M eubmeba rP PM6N eM eppe.4. Army en wPR+Me a R<scWT MNm PeprodAMUe Bag MT nw (6) MBPMS em vw mPw M emI WNJnaNll be subminM. AIAeBUIB Mesa amNnpe aM1BA t In. minhwm r®k M r -NP e. AMRm.m mn�Ml)B•Nm.u.ew Ml rmmnRB6AWmwwmyaAa aWERmEaRrnTgD lo. MAaeuueR.wxa mWMnv.Bnal t mmlaa bvT. P.f.M mdmrmmm.anv.Rwwr. 1t Asmonva RashemMPpeMWI awayM Rld Pm M Ing,DomM xas XXvsd Lm SS MexM X;S Pwwdtx FF MKMm BEGCSTRUCDL o @. vast AM em6WeI IM vxbMRe PROPKSEG• mMm TO DE CON6IRUCIEV law twI raNsm lM Pmi'A46UILT. Aasutt Remo ePaNPp MT TG KECGNSIHUCIEU' dPmhWgy ePl rmLt.creplM. tx PB e.auM udM wP'anurNMn omnia Mnua Ure dMlmol.Aay. aB.analm SIN MGs tllau t u.a m Pt �w dnllmNa+Vn. mm.nt �. m-rl,000R.M enawnva MdI.Pa.1. la PDA 91 Remy dnnvi a Qua be wmgMe utl AAAI Wavle mNWrt PNml MttlIwL 14. B®Ibnal -.L9m eM BmhMI m I. m t l m on Ua -Pr of ON roadway. Soria .WemngsZ1 t amen Iva. wnnawlMsm MewysW and Mmgl.IRMFOR ddInMMT. 15 An A%Ku IuHIU mwa Yml ke Yrovm MTewNer, PMNs.. 1K. Tw AES elm BAA3M 'Pmttypes, Be4G, ealM 6eLLanNee trytlx agreer krImMOtlu M rtlem vavm m mremmSMn Pomde. 17. stuns MT. Toa aeMM nm. by MnaWAe ar AeBWl atony lLm vM aEMYg JMXy Mw tlWt xlParmmaayPminB. J INDIAN RIVER COUNTY AS -BUILT RECORD DRAWING DEPARTMENT OF O. UTILITIES SERVICES as DRAWINGS _ M -Is UTILITY DETAILS ARE PROVIDED AS OBTAINED FROM INDIAN RIVER COUNTY AND ARE SUBJECT TO REVISIONS. CONTRACTOR SHALL OBTAIN AND FOLLOW MOST CURRENT DETAILS AT TIME OF CONSTRUCTION. MPRKERP'E 8 ,..�R/W (TYP) R s 9 VALVES TO BE LOCATED NOT EDGE OF UNPAVED ROAOSE CL ROAD PL ROAD x MAXIMUMMAIN UNDER DISTANCE CONSTRUCTION ffi � 12' T FH y WALKS SHALL TOPICAL VALVE LOCATION BE LOCATED FOR UNPAVED ROADSADJACENT TO \ ME OR CR L --INDICATE DISTANCE05E FRW RIGHT OF WPY (TYR) REflEWK MARKER (IXIE REWIRED FOR EACH VALr ) NOTES VALE WATN4 ON WAIFS YNNS WALL IT CAPEEV 1.6 YAMMUY. 3. A WIMVM C n OF ]G' 1S RECURRED ABOK BELL CF DI.P. M'0 P.V.C. PIPE. CANDUCHDA 15 RESPON9BIF FOR ME MSFAWDM Ci BLUE RNP ICTVE ... (A.. PENDANT YdUYENT) INOICATNG A PRE HYDRANT ANO WALL BE LOCATED W ME IWMI UNE DF ME LME ..m THE XM.I MI VNVE RFHECIIYE AUSTIN WALL A LOWTfO CN EWE OF WE M V IND. FM£ NN UNE, NRN13 SMALL R ESMNNm DEA➢ pp UNES WALKS. ANO m NL UNES WALL RE A MW WUM 10'. MFSEF TRW BV1.A. ffiOR ATER MAN ALINE `WCE ANN VALeE - GREEN ROUSE MAN VALVE PURALLE BANE - "N".ME APPS... nnllC` IC YMNER IS REWMED FPR FMX VALVE 9 5 � � i➢ A � UNA e ,LA", OIKI, O AND VALVES t MAINE" 1, I'll W-� (LOCATION DETAIL) .�' VPE T I qmLE PE Cj p F S F R 8BHX LAm a�3sa§'sWa N INDW! RRRR COUNTY BU .MT OF RESTRAINING UTOITIES SERVICES SCHEDULE AND NOTES M - GENERAL INFORMATION REQUIREMENTS 1. AV AA,BWI Recwa amnga .1 Tani IN, Slid- n,u w ab of Ne CIIgM .7. Fbtle MMBnkb6Ba1 CWa PVwentm.eMF A 4)2nTtlg FWF19 SbCPbB. 2 BE Mb W. ev '. MET to 6vM E Ne RaN¢ Gmb Plans RbNu1M1l add BE.Y, ur FlwMe HiWI PrevLr'vI Gewietle NeMOPk (w{aMelYn)ane NA. TJ1 WB-nPW equ6NrePIL m tlro mxt RmeM eMMm aeMPlae M Imlm RMM c6wly. > MalwutiwsaM1w.n dYAMORetlm 1E8 NAV0. A. M 0.sBun RwnE anWrps elull Be Dee m . m)xmum a cre (1) pwmielnm letnenw mmlmY,1 (P.RA1.) et. eM of awn PPgat Ore RRJNL MW W 4M b B mnmum of Pre (1) Sedbn wmw AT on"wNr (114) INSIST waor xfitlwwr M PJueW W Me PsMM. SAM pare eaelnelm MWI As pnryrany An6wn m Te eRMrg 1aA m Te P RM. IA.e. A. HwDmml Comm. Mmamanmticn M N19y TBW null be a INnHIIAn MM a) RMFb N e NNAPP n a ,AW ma tR..N Ponds Boo AIAM.m m mP.a B. Vatlal Conbol(xnm Pmmrte)b&lem wllr Mroy wM®mxm, Mme new a m®mum of M. Wet Le4wm ovEnO aNxblAilm w wW [iNae MwnmaFa. T. Muwp tlYue PryuPN lv tln uw MugulmkM AOR ena wYxama xinBle®sWNedma(i) MmbVnanY HMen RFg Cwnly GkiW Po¢nlmbg6)xMn(GP.B.)wnbd pTf%immWlenb, I,Ew tlei Inotln GPS...AmnMre F),xMMPtMuwlm PAI mMMMP, ANN -I M Bbeg tln Wray FI. Bnd AaI fR bet c.#v wmrybmin G Al Bmnng FMUS t dmwns(24NSIR)ANN! Soo m rlMmena'A58Unr.N un Wmm USAN lI• hg ARn E me NA d0M Ugsa I Ne aIaASB orgnC . as An sabre MT. APIEN ante. M In.'nA . AS'BNIn WRF a . XN . la . l nn a cG RMP drLonm spy. AMCea SKIS, Rmnet or IBlwt aaelm MA a tla m e mWeum M L:o (2) MMe FIePIn mxetOem4 (NOTE RISKS, MAP..E Ne Medmnb mpy wre (1) Syr a Nell pM1M .xW M eubmeba rP PM6N eM eppe.4. Army en wPR+Me a R<scWT MNm PeprodAMUe Bag MT nw (6) MBPMS em vw mPw M emI WNJnaNll be subminM. AIAeBUIB Mesa amNnpe aM1BA t In. minhwm r®k M r -NP e. AMRm.m mn�Ml)B•Nm.u.ew Ml rmmnRB6AWmwwmyaAa aWERmEaRrnTgD lo. MAaeuueR.wxa mWMnv.Bnal t mmlaa bvT. P.f.M mdmrmmm.anv.Rwwr. 1t Asmonva RashemMPpeMWI awayM Rld Pm M Ing,DomM xas XXvsd Lm SS MexM X;S Pwwdtx FF MKMm BEGCSTRUCDL o @. vast AM em6WeI IM vxbMRe PROPKSEG• mMm TO DE CON6IRUCIEV law twI raNsm lM Pmi'A46UILT. Aasutt Remo ePaNPp MT TG KECGNSIHUCIEU' dPmhWgy ePl rmLt.creplM. tx PB e.auM udM wP'anurNMn omnia Mnua Ure dMlmol.Aay. aB.analm SIN MGs tllau t u.a m Pt �w dnllmNa+Vn. mm.nt �. m-rl,000R.M enawnva MdI.Pa.1. la PDA 91 Remy dnnvi a Qua be wmgMe utl AAAI Wavle mNWrt PNml MttlIwL 14. B®Ibnal -.L9m eM BmhMI m I. m t l m on Ua -Pr of ON roadway. Soria .WemngsZ1 t amen Iva. wnnawlMsm MewysW and Mmgl.IRMFOR ddInMMT. 15 An A%Ku IuHIU mwa Yml ke Yrovm MTewNer, PMNs.. 1K. Tw AES elm BAA3M 'Pmttypes, Be4G, ealM 6eLLanNee trytlx agreer krImMOtlu M rtlem vavm m mremmSMn Pomde. 17. stuns MT. Toa aeMM nm. by MnaWAe ar AeBWl atony lLm vM aEMYg JMXy Mw tlWt xlParmmaayPminB. J INDIAN RIVER COUNTY AS -BUILT RECORD DRAWING DEPARTMENT OF O. UTILITIES SERVICES as DRAWINGS _ M -Is UTILITY DETAILS ARE PROVIDED AS OBTAINED FROM INDIAN RIVER COUNTY AND ARE SUBJECT TO REVISIONS. CONTRACTOR SHALL OBTAIN AND FOLLOW MOST CURRENT DETAILS AT TIME OF CONSTRUCTION. GENERAL INFORMATION REQUIREMENTS 1. ENDIp npMaM1wrylimile alp/w awmenbwitlYn MCIDM6dsnelnlntlon. 2 3lwey blsNine sUlloninR easy 100', mlgd SdnM IM SSry5DY, GRAN Nelgkrlurga ddlrtcko-l. 3. Slwcrtee axAm alovaloPe aLOede awry tOONVIMyaeMeFllPrernlelnitlkn BM50 kTweA eN brte man me4utim. EIPMEAS MM M. any WMAGIR m tllBPge in BMe U. C EASE, LAISSA, M1B... Na mnw ANSI tlwm MM EARN MANOR aDllenWne wr Ma Alm pa1M. If a-Mumm poltl m.1Pack W PS, Ten slPaAmGH H ch... B. ENNApPMwayetlm OL WVeSnmHu'eaDauLalrtma. I. Emw, uIRnYA ec 1. In mM IWRW,a, A-. blmml.. ANMeno, mm rv, Am.) (NOTE: S ANWnP Gmm be wnmae] by,A,MF gAM PAYS, m.." PRAW, MT Ibe Plant N.* easMn.) ). EiislF,DRUM ....d MN numbAr B above lAwmpb:-., males, mNmlq ek.l e. Ewmnv wAbe,amewNYMaw iAOyyV. 9. SWAK, dunngre pq ooearge ena atPwAA wNerh (RaTe,ehm me rvMambm.) 10. EdWne Nva® -woo MAIN.. alrvdJwe Pry I el mP MN MAN I hmm MwnBMAUOs\ 11.FyhnnOWmm. 1S, Ewnnelrm anW6r.bwmary. � 13.AD UTAmrenmowaenmrewMwmMR6�,t0 pJea.aG - /' 14. MaheN wrea � L 15. AT mmmeNel.M.mj.ul, kmiN rtaidnxe mlminay. Sumd I.D. mGomd on 6l. RAN � 16. Al PI van. Um. Din eWw. enact AFe[nr nn PW r W MUNa'«w nM npp BRMeH.ProIn rtman qAM. or Bre m t a.0 M. W. wunry. 17. Al Bre Id.ts arA wave MN IS b 4d wnh Mao pone wmJ'nwW SIMM. nuns. eM..M AM WS1 t Amy Iantlfiei on T...HI dANdw. 18. AI vales BINH M MmNy ideMTIN BY elze. yp. Wp Mevekm AM 6PSIRROD 4v M bml. W ARNP ma.vow. 19. LYMmNeI di-ficnal bores MUDNW aIvi:ne or mme Acton ERIN and DALEM INS PROD 4. SH. Tt mnOeM l m INDIANA T. rem. of WPBS or rmdenm, Dal aalm W W LD.. PwANar W Ml pmdbe AapmMmIm MP,RM. D N RN R C--1(* AS -BUILT RECORD DR WINI DEPENTOA INTUITIONS SERVICES DRAWINGS M -I6 �o J U, E 65 2""S pYE.Fa°mp IS R �mE$An C1.D MPRKERP'E ,..�R/W (TYP) REFLECTVEjRK(SE VALVES TO BE LOCATED NOT EDGE OF UNPAVED ROAOSE CL ROAD PL ROAD x MAXIMUMMAIN UNDER DISTANCE CONSTRUCTION � 12' T FH y WALKS SHALL TOPICAL VALVE LOCATION BE LOCATED FOR UNPAVED ROADSADJACENT TO \ ME OR CR L --INDICATE DISTANCE05E FRW RIGHT OF WPY (TYR) REflEWK MARKER (IXIE REWIRED FOR EACH VALr ) NOTES VALE WATN4 ON WAIFS YNNS WALL IT CAPEEV 1.6 YAMMUY. 3. A WIMVM C n OF ]G' 1S RECURRED ABOK BELL CF DI.P. M'0 P.V.C. PIPE. CANDUCHDA 15 RESPON9BIF FOR ME MSFAWDM Ci BLUE RNP ICTVE ... (A.. PENDANT YdUYENT) INOICATNG A PRE HYDRANT ANO WALL BE LOCATED W ME IWMI UNE DF ME LME ..m THE XM.I MI VNVE RFHECIIYE AUSTIN WALL A LOWTfO CN EWE OF WE M V IND. FM£ NN UNE, NRN13 SMALL R ESMNNm DEA➢ pp UNES WALKS. ANO m NL UNES WALL RE A MW WUM 10'. MFSEF TRW BV1.A. REPLECTK WAXERS FGR: FIRE HYDRANT - BLUE ATER MAN ALINE `WCE ANN VALeE - GREEN ROUSE MAN VALVE PURALLE BANE - "N".ME APPS... nnllC` IC YMNER IS REWMED FPR FMX VALVE 9. REFlECPK MARKER W. NOT BE RIGID) IN OLY HANE. FIRE HYDRANT UNA e ,LA", OIKI, O AND VALVES t MAINE" 1, I'll W-� (LOCATION DETAIL) GENERAL INFORMATION REQUIREMENTS 1. ENDIp npMaM1wrylimile alp/w awmenbwitlYn MCIDM6dsnelnlntlon. 2 3lwey blsNine sUlloninR easy 100', mlgd SdnM IM SSry5DY, GRAN Nelgkrlurga ddlrtcko-l. 3. Slwcrtee axAm alovaloPe aLOede awry tOONVIMyaeMeFllPrernlelnitlkn BM50 kTweA eN brte man me4utim. EIPMEAS MM M. any WMAGIR m tllBPge in BMe U. C EASE, LAISSA, M1B... Na mnw ANSI tlwm MM EARN MANOR aDllenWne wr Ma Alm pa1M. If a-Mumm poltl m.1Pack W PS, Ten slPaAmGH H ch... B. ENNApPMwayetlm OL WVeSnmHu'eaDauLalrtma. I. Emw, uIRnYA ec 1. In mM IWRW,a, A-. blmml.. ANMeno, mm rv, Am.) (NOTE: S ANWnP Gmm be wnmae] by,A,MF gAM PAYS, m.." PRAW, MT Ibe Plant N.* easMn.) ). EiislF,DRUM ....d MN numbAr B above lAwmpb:-., males, mNmlq ek.l e. Ewmnv wAbe,amewNYMaw iAOyyV. 9. SWAK, dunngre pq ooearge ena atPwAA wNerh (RaTe,ehm me rvMambm.) 10. EdWne Nva® -woo MAIN.. alrvdJwe Pry I el mP MN MAN I hmm MwnBMAUOs\ 11.FyhnnOWmm. 1S, Ewnnelrm anW6r.bwmary. � 13.AD UTAmrenmowaenmrewMwmMR6�,t0 pJea.aG - /' 14. MaheN wrea � L 15. AT mmmeNel.M.mj.ul, kmiN rtaidnxe mlminay. Sumd I.D. mGomd on 6l. RAN � 16. Al PI van. Um. Din eWw. enact AFe[nr nn PW r W MUNa'«w nM npp BRMeH.ProIn rtman qAM. or Bre m t a.0 M. W. wunry. 17. Al Bre Id.ts arA wave MN IS b 4d wnh Mao pone wmJ'nwW SIMM. nuns. eM..M AM WS1 t Amy Iantlfiei on T...HI dANdw. 18. AI vales BINH M MmNy ideMTIN BY elze. yp. Wp Mevekm AM 6PSIRROD 4v M bml. W ARNP ma.vow. 19. LYMmNeI di-ficnal bores MUDNW aIvi:ne or mme Acton ERIN and DALEM INS PROD 4. SH. Tt mnOeM l m INDIANA T. rem. of WPBS or rmdenm, Dal aalm W W LD.. PwANar W Ml pmdbe AapmMmIm MP,RM. D N RN R C--1(* AS -BUILT RECORD DR WINI DEPENTOA INTUITIONS SERVICES DRAWINGS M -I6 �o J U, E 65 2""S pYE.Fa°mp IS R �mE$An C1.D a 21 6:1 6" CL E.IGG 1G' W: %SING r6' GVkO EXISTING A' G6 ss "I'llNG A. EM - PLAN VIEW THICK CONC FLUME "CURB 3� 4° THICK CONC FLUME ER " CURB PROHLE VIEW SECTION VIEW FLUME DETAIL 2 CGNSmGLTIW ZIA 12111OAA C D 11 992CJ.0 E e39 Ao a Sr 03.20 E Lr. zG '.G OE PPE EL 451' OtOD In CWPR—A.N 6L — \WUE" T 3' re/w� i2m0G — eASEUNE AT C.1EILGICI T'I Pace. L 7 DRIPLINE OP LATE Is THE EXTENT OF ITZ3 ORANGE INSTALLED Ar EENCING 0THEAs sE ®TreEE DreIPuuE I REDAR DRIVE V INTO GROUND e' o.c (ATTAcn IAEsn w/ NYLON ZIP RITZ 9 CLF. OR INSIED WHE 4RE=EE pG�o4F((`400N oIE'rA L rtexYJRANT AIOULY III^ NppIG nremarms me 9am am Rimier N.v s' i6 lGRNS ETT for AIRSuitt Record Dmvdrlgs to be recieved "T 1.-U LE by the Indian River County Department W IF{II04W40 rALLLNr1Wt•, aAsxues,eu.m4e{iw Ulllty Services. Refer to drawings M-16, B' M16(A) end M -18(S) for the minimum ^^TM Er"W^ry Information requirements to be provided by C e S9�G3a -1 the engineer of record to IRCDUS on sraL3 Is, L 556' 0G La \ � mpmdudble (mylar), original ASulh survey �C"�- S W be signed, sealed end dated. An U. electronic copy of the survey drawAngs shell 1/16 also be provided on a CD in Autocad 2007 iyW{Rpe O6 -L9 3] -'✓02-009C-000013 1{�eMi.RYI^TO fY110L1111�Cr 0�00i{ 01AN RIVER COUNTY DEPARTMENT OF UTILITIES SERVICES 33.00 ]HW I26a00 a.a.p. -� (DATUM USED) AS -BUILT DRAWING 88 (EXAMPLE LGWER FGIT CORNER LEILILAG) AS—BUILT DRAWINGIDRNoING . (EXAMPLE) M-1 L 2 C E% .eJeur.aYar r \ e Lve Lioae SCHEME I (No Traffic Loading Effects) ESTIMAIEU OUANTITIES FOR WALL wH HE 1 AS [LIoXASANTE ILMI IIFINE. b ars arri SCKK S SLKME SCKNE SLBEj F W Gn p Es a p o,z1 ae aeries 1enemez G`O�YI� DESIGN Nelff STANDARDS GENERAL NOTES o INEMEN mmmmm mom EN IN 111011111MIN EN mrfe. =H _ 1 B' �® Z ESTIMAIEU OUANTITIES FOR WALL wH HE 1 AS [LIoXASANTE ILMI IIFINE. b ars arri SCKK S SLKME SCKNE SLBEj F W Gn p Es a p o,z1 ae aeries 1enemez G`O�YI� DESIGN Nelff STANDARDS To' NL.IHII1 PIPE uS D.L. 1. Is a l'.1 RA 11 last SINGLE AND MULTIPLE flOUNO COflflUGATEO METAL PIPE CROSS DRAIN ATELE'RAT END SECTION Sax _ _ DESIGN NOTES GENERAL NOTES o mrfe. ;I _ 1 To' NL.IHII1 PIPE uS D.L. 1. Is a l'.1 RA 11 last SINGLE AND MULTIPLE flOUNO COflflUGATEO METAL PIPE CROSS DRAIN ATELE'RAT END SECTION Sax _ _ DESIGN NOTES GENERAL NOTES o mrfe. B' Z Oede v sG a. k n a 9 i 411, U. 1/16 3. 4. 8. l A" L60 r, K" ......C W 21,Ac-,m.ese-31r o e. no a-� I""" o q= o vG a�11 6pe - / z..c ° s. Ee c c s e .: vs_ m or c .x< r= N man a ,..rmr.,r e .. ma n we m ems -A, ,. a o< Le n ee r,., c ml. N� I I e Wm'I] f Y II I ^1 u u SAA 1 i a I —.1S A 1-11J JI I It, ' a SCHEME 2 (With ho/fic Lead,, or Slopes) az Pr l' 1 u Ndgn Ft )'-p aUwl KEYWAY & WALL JOINT DETAIL ro. wuq ersrt> v'-p"� 9 (TOP VIEW) � SCHEME J zro To, xcmr. qn.> z -o' (With Tioff, RPARK TYPICAL SECTION -1 mT,om"I I BPR BENDING DIAGRAM II' GRAVITY WALL 4� IN �o 2S9 Pe a O LL W Is o mo :3� E 3 c �@ { + e RPT, E,,Aeer., LV 2573 34 d, A--. N. Rt PSNAHbur& PL 3371 72] 527 I656 PL COA VW311 o t T. L Z 1/16 3. 4. 8. 21,Ac-,m.ese-31r o GRAVITY WALL 4� IN �o 2S9 Pe a O LL W Is o mo :3� E 3 c �@ { + e RPT, E,,Aeer., LV 2573 34 d, A--. N. Rt PSNAHbur& PL 3371 72] 527 I656 PL COA VW311 I I C 1. E UTILITY DETAILS ARE PROVIDED AS OBTAINED FROM INDIAN RIVER COUNTY AND ARE SUBJECT TO REVISIONS, CONTRACTOR SHALL OBTAIN AND FOLLOW MOST CURRENT DETAILS C t T. L Z 1/16 3. 4. 8. I I C 1. E UTILITY DETAILS ARE PROVIDED AS OBTAINED FROM INDIAN RIVER COUNTY AND ARE SUBJECT TO REVISIONS, CONTRACTOR SHALL OBTAIN AND FOLLOW MOST CURRENT DETAILS C 11 10 11 12 13 14 15 16 17 16 r 4 FRONT WALL SOUTH a 1 TWO PIECE COMPRESSION TRIM 2 SPLIT FACE CONCRETE MASONRY UNITS W3 2'x2' SQ. SPLIT FACE CMU CANOPY COLUMN 4 %" THICK PLASTICIZED STUCCO APPLIED DIRECT TO CMU WALL 5 8" WIDE STUCCO BAND - 1" PROJECTION 6 T-4" WIDE X 4" DEEP - SPLIT FACE CMU PILASTERS FULL WALL HEIGHT T BUILT OUT CORNICE W/STUCCO FINISH 8 HANSON: HACIENDA STYLE HA -3338 PAPAYA THIRD COLOR 9 MFG. WHITE EXTERIOR INSULATED FINISH -PAINT WHITE 10 PAINT MAN DOOR SW6088-NUTHATCH & METAL FRAMES BLACK 11 OVERHEAD DOOR, PAINTED TO MATCH SW6088 NUTHATCH, PAINT ANGLES BLACK 12 WALL MOUNTED LIGHT FIXTURE 13 ALUMINUM STOREFRONT- RED KYNAR FINISH 14 GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH 15 FRONT WALL SIGN - 42" Channel NStrp 6 LEFT WALL SIGN -42" Channel NStrp 1➢ REAR WALL SIGN - 36" Channel NShp 8 STORE ADDRESS -6" WHITE REFLECTIVE NUMBERS 19 SCUPPERS AND DOWNSPOUTS. PAINTED TO MATCH BACKGROUND WALL COLOR. ADJACENT 4" H. X 6" W. OVERFLOW SCUPPER. FLOWLINE 2" ABOVE ROOF. 20 TOILET WALL VENTS PAINT TO MATCH WALL 21 PIPE GUARD WITH RED SLEEVE F1111r i NOTE: ALL SIGNAGE NOTED ON COLORED ELEVATIONS WILL REQUIRE ADDITIONAL REVIEW, APPROVAL & PERMITS FROM THE CITY OF SEBASTIAN S (� 7 2101- COMCi'y Qf �ebDs'ian rlluhl:C W) "11 FF. Color Elevation AutoZone Store #4910 Sebastian, FL 011¢:03-09-16 a --d oae. ELASTOMERIC SEALANT WITH 4", i1K_x• A' NEOPRENE BACKER ROD V 8' CMU 1/2" GYPSUM BOARD ON RUBBER CONTROL JOINT 3 5/8' METAL STUDS WITH R-13 INSULATION - 3/4' - V-0' FOR REINFORCING REQUIREMENTS AFS( 6 22-2• 5 1 EXPANSION JOINT DETAIL I CHAIN OPERATED INSULATED DOOR SURFACE MOUNTED Zq g W D I SEE NOTE 6 3 R 24 GAUGE GALVANIZED METAL I HOOD PANT TO MATCH WAIL BRESTROOMS 147 SO uj Ira SLIDE BOLT 5 `79•. LOCKING IN Al N i 9 �� � — j 1 61 2' A3 BOTH SIDESAy� HiS S EE SALES FLOOR i —I 3,296 SO FT 34" COUNTER -I HEIGHT I i i 6 OVERHEAD DOOR ELEVATION 6 5 5 Al Al ---_ AS— T NOTE: GENERAL CONTRACTOR TO INSTALL 6" % Al I I 8'-0" ALUMINUM CHAIN GUARD ON WPll AT OPERATING SIDE m " F J I 1/2" GYPSU PROVIDE WOOD BLOCKING AT On BOARD 3" CMU WALL AND MOUNT DOOR lJ"CANISTER 5/8° _p SEE NOTE 4 1 I j 1'-6 1/2• E%PANSION 8 THREE PER ( ( SIDE, EQUALLY • ED m ZO'-0'-4 '-4 71'-4' �I - CMV DNIEL SEE \----------- - - STRUCIURAL DRAWINGS 36'-0" 36'-0" 22' 8" - - - -- fxPNS.ca .pN15 4 34-q IS -41 33-4" < 17-4' 2 22-4' 2 INSTALL 1/8' BEM STEEL PLATE AT JAMBS AND HEAD 4-1 94'-8" OF OPENING. ATTACH TO 1,2,3,4 1,2,3,4 BUILDING FRAMING. EXTEND NOTE: QE = 2A IOBC FIRE EXTINGUISHER. GENERAL CONTRACTOR. A5.1 A? DDDR HEIGHT 8'-0 AND ORCOPE FAPLATE TO CE WP LL INSTALL EITHER ON WALL SURFACE OR ALUMINUM MULLION. MOUNTING FlNISHED EIGHT HEADER HEIGHT = 7'-10' BRUSH DNTEL SEAL HEIGHT = 3'4" ABOVE FINISHED FLOOR TO TOP OF EXTINGUISHER. ABOVE FISHED FLDOR. 5/16' - 1'-0' ADA) FLOOR PLAN 7 OV RHEAD DELIVERY DOOR I. REFER TO STRUCTURAL DRAWINGS FOR ALL DUALS AND REQUIREMENTS REGARDING FOUNDATIONS, WALL REINFORCING, BOND BEAMS, s¢ scnox SEALANT uNTELs. AND ROOF FRAMING. MK SIZE TYPE FRAME JAMB HEAD ADA / EXIT HARDWARE ,�,,,, 6 1/8" BENT STEEL - V2' GYPSUM 2. REFER TO CML DRAWINGS FOR LOGTIQNS AND DETAILS OF SIDCNDIHS, PIPE GUARDS, ETC., AS WELL AS FINISH FLOOR ELEVATION AND DETAIL DETAIL BOARD ON P AE WITI EXTERIOR FINISHED GRADES AROUND THE BUILDING. A 6'-0' x 8'-0° STEEL OVERHEAD STEEL 6;7&8/AI 6&7/AI ANCHORS AT 16" ' 3-5/8" METAL 3. INSTALL 6" WIDE, 20 GOUGE GALVANIZED SHEET METAL IBETWEEN THE BOCK OF THE GYPSUM BOARD AND THE FACE OF THE ROLL -UP ANGLE ON WITH ON CENTER '•' METAL STUD AROUND THE ENTIRE PERIMETER OF THE BUILDING, AS WELL f5 BOTH SIDES OF THE CURTAIN ANAL iR OF STRIP TO B 3'-0° x 7'-0° HOLLOW HOLLOW 8/A7 8/A1 PUSH BAR IXR DEVICE WILL HAVE AN INTEGRAL GROUT SOLID 3)• R713 BE 93' ABOVE FINISHED FLOOR. REFER i0 SHEET A-4 FOR DETAILS OF CURTAN WALL. x 1-3 4' METAL METAL SOUNDER NOTE: OVER HEAD �.a INSULATIQN 3'-0' x IF -B" SOLID CORE WOOD HOLLOW NOTE: COMPLETE GYPSUM 4. SEE SHEET M-2 FOR LOCATION OF NON FREEZE YARD HYDRANT AND INSTALIAnON REQUIREMENTS- C8/Ai 8/AI LEVER HANDLE PRIVACY SETS DOOR ANGLE TO BOARD AFTER DOOR x 1-3 4' UNDERCUT DOOR 1' MEFAL BE WELDED TO DOOR Q INSTALLATION 5, INSTALL A STUD. APPLY PLYWOOD TO THE FACE DGYPSUMHORIZONTALLY BOW WITH SCREWS LONG TO DF CNTA E FUTURE REPLACEMENT. SEE INTERIOR ON THE FLOOR AND THE END JOINT CENTERING ON D 3'-0" x B4" SOLID CORE WOOD HOLLOW 8/A1 8/A1 LEVER HANDLE PRIVACY SETS BEM PLATE ELEVATIONS SEE 3/A4 DETAIL. x 1-3L4" UNDERCUT DOOR V METAL 16 GAUGE HOLLOW METAL E 2'-6" x 6'-8' SOLID CORE WOOD HOLLOW 8/AI 8/Ai UNDERCUT DOOR 1" (PAR REQUIRED) S6VANT FRAME WITH (3) Y ANCHOR i. SEE SPECIFlCATIONS FOR INFORMATION ON GEMS NOT COMPLETELY DFLNEATEO ON THE DRAWINGS. x 1-3/4' PAR REQUIRED METAL PER JAMB AFNCU G 3'-0° x 7'-0' GLASS & ALUMINUM ALUMINUM SEE MANUFACTURER'S 2 1 FLOOR PLAN NOTES 1-3/4' SEE SHEET A-5 SHOP DRAWINGS 3" X 3" ALUMINUM 3'-0" x 7'-0' GLASS & ALUMINUM SEE MANUFACTURER'S 1/2' GYPSUM LOCATION FLOOR BASE WALLS CLG. REM. " x 1-3/4" SEE SHEET A-5 ALUMINUM SHOP DRAWINGS CORNER GUARD G, BOARD OMETAL WIRI MOORED 3'-0" x 7'-D' HOLLOW HOLLOW CORNERS AT JAMB J x 1-3 4' METAL METAL 8/Ai 8/Al PUSH BOR EXIT DEVICE AND HBO SDS ION R-1: F m DOOR ©(HEAD SIMILAR) INSULATION To 1/2" GYPSUM BOARD �tY SALES AREA • . • • MEBDOR. ASTUDS Jx HOLLOW METAL n��jFRAME PND REST ROOMS (HEAD SIMILAR) I/I6- - r -o' A COI 3/32' = 1'-0• A 01 3/a• _ V -o' Mso: 3 1 ROOM FINISH SCHEDULE 4 1 DOOR SCHEDULE — HOLLOW METAL DOORS & FRAMES 18 1 JAMB DETAILS i LL O 7 O Z 2 m O tZ N Q Q ` p m m C Q' � N LL r U Q � O W F � O ,A o �b a; 3 mg m m E UU Oc v q rt�9 5 - °3 o as q@0 b Q V 07/13/16 7N2•R A-1 TWD NI F WNP KION ft g[[ M, aj,, rn 2 SPM FAZE CONCRETE MM, UNITS SEE PNM COLOR: SW6086 DETNL SMELE THIS SHEET US8 } 2'a2' SO, SPLIT FACE CMU SAN P COLUMN ^ o 4 3§' THICK PIASNC,EO STUCCO ,UED WOIAECi t0 CMU NL STUCCO FlNISH COLOR: SET: DETAIL THS SHEET We v 5 B" WIDE STUCCo SAND _ I' PROTECTION W 6 X-4' NIDE K 4' DEEP - SPAT EKE CNU PIASTER$ RELIABLE WHITE FULL WNL HUCM m 7 BUILT OUT CORNICE W/ SWCCO FlNISH -SEE DECAL 4/0.1 8 HWSON: ItMIENLW SME -33M-33MPAPAYA 1HRIJU COLD, COLOR: SW6086 9 F. l E EXTERIOR INS, I_ H Z Q 10 PNM MM DDDR SAWKS-NUTHATCH & METAL FRAWES BIADK 11 DD NOT CA H PANT ANGLES BL,K Q COLOR: WERE 12 WNL MOUNTED LIGHT FIXTURE J Q 13 ALUMINUM Si0RF1ROM - RED KYNM ,,SIT 0 14 14 CUSS AND ALUMINUM DOORS - CLEAR AMN ,. A. STUCCO FINISH 15 FROM WNL SIGN - 42' Channel NSM, U) 16 LEFT WALL $ICN _ 42" ChannN NS,, pO 17 REM WALL 2W - 36' Chonnd R BT, SAND DUNE 18 STORE ADDRESS - 6' WHITE REFLECTIVE NUMBERS N 19 SCUPPERS ADD DOWIISPWTS, PARTIED, TO IMTCH (n WNL CO -CR ADJACENT 9' H. X W. p oB84CKOUNO SCUPPER.FNE2-RJVE ROO. [ 20 BONG BEAM AT ROOF ONE > � J O 21 i011£f WNL YtANS PAM i0 MATCH WALL IY 2 PIPE CRASH WTH RED SLEEK /N" = r_n" PHL-FINISHED COPING: BLACK BVITT CTT CORNICE rn yr COLOR: SW6086 US8 SAND DUNE ^ o ,o0 STUCCO FlNISH O We v COLOR: SW6091 W > RELIABLE WHITE m — 8' STUCCO BAND COLOR: SW6086 C5 Z Q SAND DUNE — SPLIT FACE PILASTER (1) COLOR: WERE T Q NUTHATCH 0 co STUCCO FINISH 0 U) COLOR: SW&O86 pO SAND DUNE N AND PREPARED BY GENERAL CONTRACTOR FINISHED FLOOR Q O ` SPLIT EKE WE COLOR: SW6088 NUONTCH AWE01 rn yr 3 EXTERIOR WALL COLOR SCHEME US8 GENERAL NOTES: ^ o ,o0 1. REFER TO THE FOR PANS AND D9ALL a We v MECI,, UERS COATINGS, OL EXTERIOR CDARNCS. ALL COLORS ME BY SHE1M'M-NRllP1AS PANT COMPPM'. 2. PAM FESMOOM WALL VENTS TO HATCH THE MJACENF WALL COACH. 3. SEALANT ATEXPANSION JOINTS TO MATCH ADJACENT WALL COLOR. o c 4. ALL MASONRY MARS TO BE CONCAVE TOOLED. U CJ.L T mx? 4 GENERAL NO ES as a g SIGNAGE NOTES: 0. fi .:j Lj 33 I AUF020NE'S SIGN VENDOR WILL FURNISH AND INSTAL ALL SIGNS aV UNLESS OTHERWISE SPECIFICALLY NOTED ON THE DIUMMS. WALL SIGNS TO OE INSTALLED ON SURFACES THAT ME FURNISHED AND PREPARED BY GENERAL CONTRACTOR 2. SIGN INSTALLER SHALL OBTAIN SIGN PERWTS AND INSTALL ALLFREESTANDI U THEIR LNOTED SIGNS ARCONRNCTOR OTHERWISE.NG GENERALSHNLD SIGN LOCATION IS TO GRADE AND SHALL MARK WHERE 9CN IS TO BE LOCATED. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INKAUATUN OF PRIMARY ELECTRICAL, MO FINAL ELECTRMAL HOOK-UP. "SN' 07/13/16 SEE SHEETS FOR ADOIRCUL INFORMARON, J.B.H. JOIST 4. SEE SHEET EJR FOR LOCATIONS OF J -ROSES IERMINARNC 7N2•R EACH BFARIN(dE1GM WALL SLCM CIRCUIT. AWN02 w B a. 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YEAl MNY mPVPI. - i1mYElC£ NAHI SSYC ' @ LLW'WG GOWOMIKW IMF he sFVYx Is IROxx o1WLlQI W warvs uEaWRm Al r2x�sr 16]pl! ////%l�utoZone WCINm MAP NOT TO SCAT£ SHEEP PAYOUT SXEEi 1 NhR 8 Rfl' WY sx¢r 2 muxmurr @ rmwmux'c oEr Is N r - 20' GRAPHIC $GLE 0 10 20 W ZIMING III ITEMS SHOWN ON SCHEOUIE B - SECTION 9 TITLE COMMITMENT HIS NUMBER: 5011612-3021�Rnh,312. MTU) NUYEMIXF? 02.2015 WUm BY; PRST AMERICAN TITLE INSURANCE COMPANY rtneMla.S -s es, cGtlINnA E>nawmAS O4 seas 1 I= ALTA/ACSM LAND TITLE SURVEY AUTOZONE DEVELOPMENT CORPORATION AUTOZONE STORE 4910 9150 SEBASTIAN BOULEVARD, SEBASTIAN, FLORIDA SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY. FLORIDA DESOOP"I'm (ON;p'al R..'a Mae 2.. Pate If.) .l J. 'ESS IM Eosl . lest Nenol, to'...' .1. aN oI bl I, Ranar mmar"ip'ary aceara;ng a Ne pbI t, -"a nroraM to Pbl aloe 10. Fate J1, teams. teI Isms. Rirar Gams.. Flan LU. LES9 Am EXLEPI. Um aoul6eM 12 fast Muhl asst to Iloive Rimer County oa reatmea I. OKiri R -ma Bank 4a , pry. free. massa." Pnunty, .. ... Recwaa. Lbnla;mnt 1.80 acre; mare or lea,. sumtmx's Rusi I. Omer mwBwu if ¢box, boreal are bale. an held ,sacra, of ma.l. by ame, camper,, mpmoniawee. an.a. Ionsm, and cansWabm woos fumbled 1. me wrva/sr. men, wb-wnsre a hhm. may ..is, at have a, been . locales. I. Ecaerrenm sr atbb W say Nat apses, an re[w.M plans or met move moon IumiebM to me 5-forEy .mem naw ben moTo este. into this mein . appmpMfa 2m... Olmu eoaeme,m mm, be abcawea V o seartb of the PUN[ fe-da. J. Minimum Nsnxanlal Mxumcy lar this stmay he in caNarce with the 5mannotOS Cf OnO,ME sit arm, of Ise Brveyor m. ,1 pmlwaimol Sums urypem in Gamer 111 regnimmmm al res. Ps .N.Ion Gmo ma m and me ...as... lar mea rvey -1 s, armed m a rpavemenL Ione ..a I- fere.. we m mthal stens .m.. let -acemmal..s m., I Irmo wrvy ase..w1 antennae enfp .l the Inside anmer normo.. 5. OMc9muM (mMasoe btu at been bmles. o. Sung map one hero,( ar ....prem mam.' arm rot orbs «doom me .itn.mre ..a me .dtieal -mad fool M o FlmWa Liasse. Surveyor ms Mappn. 1. Eaamv moon for symbol as inaiulea in m. let.na am a., to scale. t, A..it.,. r .Nelose. to ¢umy m.n. m nasal fy .mer man he ytnNt party v jamm, I. prMtited ..am amen meront d me erre, pant m Arai I. Be. H,. A.- I- am amla ant ere sar.a on .e monum•nled Wex has of .., madmemm, u9 moan WI1'.' east Bmeass ant Manse. ¢moan nems, am messam. mdemm am- :alma. 10. 1/e ' infwmaron e n to N s Survey (N.) m:.. PWIM20e0, to, a many mmsea M nye d9 amptl 1.TOS 2011', he ^� Nwaban o1mIII heel IMWBfe Cmumae 11. martsmial Povtbne or all mat- sMvn on .e map an meat. to North Masa-- Omum .a 1. (WMT), 2011 mOs menl, amm PlmeCoorai n. Sy¢mm. Pon. East Zine. Eanml paints) ase. for mid wrvey am Na on0l Gears $urvey (harm forms PIO/,5801: aiamnass sheen art 0100 a man-. 12. Omen afore, ahoy mos. .Islas Iamms hand .Ren IM Nomleme of I'm ..1 .r m the :mmad;ma astasias m W mane don. pawl fwnaay nese her. IeMM. 11 Isom .f W%info,mori hereon am setumosed b/ hsu. monureenloWry record, Ilam, rewr.ed NIM of Way MOM ant mon-for, rarenesson Ne In.im theirCounty=" App.em veer fife. No Night of Wry drc ..man ... provNM W 1-1, If. lfe above aecnbea pax font. W.I. quare lest or Lei fern. mare or Tea. IS. Ad'.". pope, ^Momma. Ha- semen. at ass not Nmi¢fM 1. .m auneyar, xoa templed orra 'Neat -Labs data. No amrnpt moa made my oris (mm to wMy he swmry. I6. M.N on me Feawl Emerymry Monoymenl Ptency. Fled meso -so Role Mop (Ione), norm number 12.10.16', map -./.ab. Ccunbx 04. 2012 me Mow it... p.pwly ie .1. 1- X' II. INe Sorvry xw wormne..nnw1 Mn•m .1 m ablrml. f. -am. me op;rvm .r him assmmsMent A mr. mmrzb Trey mmx cdemera kd-mm ..Ona Ne home) as Mavn. 18.1 haw mane. me Fwat ..aan TNe 'mannas e..... tulle insennu [.-it-nl 1 .11812-2021-}'59612, .alp II/02/2015 mad of r¢wsN emarram nM enepl ren¢. Mens,, in SMpub N-1' at me III. imumn[e ansom ml Mw Ince, .Mar. or nom. an me .,may. ,a. me mmersomi m'p1 x� Is. m Ib ¢us hse.ph ,e awl:@'ieEJ ore rat a .urvey matter mm, «gn're o bgx .pia. a.. ms6 .than , or am Mesal. the ¢a by lav to wnar a 'naso:- sya .reason .a b those wo-sumsey ,alae, n[eahome 20.....I axwary mole Xait.., Gp.et. Surety (NOS) Thi. Orb, Olin One..peame.sly 1:10.0., vented by Mm.snt memumnenb. 21. Spjina P,W^"ty se assam me .-d t P mercvl Omeml. Cindy .14r: Front a...drub, xrb ant same- Nave mass,, 'mol mm x.wl x.... aN am 9ms- 8 ... se. yam: 5 aloe mwm en. enrol .mese ... aplRy . msMen.I aieli.L flew mind: 10 fox; awpt W feet when ablar, o Marommas PaNtt Basals, SaWee time depklp fineon ore basad on me wrrenl Information ones from Gly of SeMeam Rorke dm:e NWILODE and are wq W Mange hose.. waling Mana, site pbn Mayes. Lot e'ls w arse, mM?:nxm.. 22. is Fres ai. not .- eYa.n of .1s/PCS, no 111. Inde 'e Suety .1.1mnnl. mom I6-19 .. se ave, W -hare ae.vkp ym,tl as al me bate of me. w, suRYEYOR's cFFNF lfml: .0 M,WZna Slwx, no ant F t &mass an ths, nernona. company This he 1. sent, (hat mW man w Oat and an, a,.rey on .blah h ;s booed .en made F oaamaane nm me MI MInmnn SIwMa Oetp ,ryukrnmm lu ALTA/ALSL Lm. The sump. ) fly esamiMp and aa[plea 6y ALTA and ll $ and FCGaee Ilme I, 2, J, 4. 5, GI 1(a). & 9, 10. It(,). IJ, Ili. 11. 10. 19 se .. A hereat. one ... the fumy re u"inmenm fel orm in I.- many Regulnonnm (Rmuon W-05-14). To FMd wank en aompbleal an: 11/Cfi/2015. mita of NO, w map: 12/11/2015. r.2cea-1 IA W :R. IpIX.Y OF W8M': mu mmy I. cu6np Is mode ird .11 .fm,n . it. In. mariner. M amw .nee. Cea.n a, onions. by am albs pa, as ami w ha mnlm mtl "•. mea V to UaveOO. mem i. ,uPananse anry to max Costliest and hammy are[biau any amer 6adlhy sed m cher nalricla the n9mm al ant omv � W -I x hmm mm all xilput e.am- ... masse,[ -1 her au".. e �TsyT ` g u �?[ IF�i m�ypap yOa so.2 V6F2 y�t 3�69a qq^ Sas y Z `0 "'N' NII)®®f 69888002 tMesa 1 OF Z rraB os tmulcs mm v min cwrMl xul� . me ..r o , a alas eMNrsvp mW tun ser-1sn f., zee -saw aseasse.m. �mhhtun Ism.Men IVsellvw ase- tun mom ma tun, fez) ne-n. mer: (R3) Xye1N ITEMS SHOWN ON SCHEOUIE B - SECTION 9 TITLE COMMITMENT HIS NUMBER: 5011612-3021�Rnh,312. MTU) NUYEMIXF? 02.2015 WUm BY; PRST AMERICAN TITLE INSURANCE COMPANY rtneMla.S -s es, cGtlINnA E>nawmAS O4 seas 1 I= ALTA/ACSM LAND TITLE SURVEY AUTOZONE DEVELOPMENT CORPORATION AUTOZONE STORE 4910 9150 SEBASTIAN BOULEVARD, SEBASTIAN, FLORIDA SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY. FLORIDA DESOOP"I'm (ON;p'al R..'a Mae 2.. Pate If.) .l J. 'ESS IM Eosl . lest Nenol, to'...' .1. aN oI bl I, Ranar mmar"ip'ary aceara;ng a Ne pbI t, -"a nroraM to Pbl aloe 10. Fate J1, teams. teI Isms. Rirar Gams.. Flan LU. LES9 Am EXLEPI. Um aoul6eM 12 fast Muhl asst to Iloive Rimer County oa reatmea I. OKiri R -ma Bank 4a , pry. free. massa." Pnunty, .. ... Recwaa. Lbnla;mnt 1.80 acre; mare or lea,. sumtmx's Rusi I. Omer mwBwu if ¢box, boreal are bale. an held ,sacra, of ma.l. by ame, camper,, mpmoniawee. an.a. Ionsm, and cansWabm woos fumbled 1. me wrva/sr. men, wb-wnsre a hhm. may ..is, at have a, been . locales. I. Ecaerrenm sr atbb W say Nat apses, an re[w.M plans or met move moon IumiebM to me 5-forEy .mem naw ben moTo este. into this mein . appmpMfa 2m... Olmu eoaeme,m mm, be abcawea V o seartb of the PUN[ fe-da. J. Minimum Nsnxanlal Mxumcy lar this stmay he in caNarce with the 5mannotOS Cf OnO,ME sit arm, of Ise Brveyor m. ,1 pmlwaimol Sums urypem in Gamer 111 regnimmmm al res. Ps .N.Ion Gmo ma m and me ...as... lar mea rvey -1 s, armed m a rpavemenL Ione ..a I- fere.. we m mthal stens .m.. let -acemmal..s m., I Irmo wrvy ase..w1 antennae enfp .l the Inside anmer normo.. 5. OMc9muM (mMasoe btu at been bmles. o. Sung map one hero,( ar ....prem mam.' arm rot orbs «doom me .itn.mre ..a me .dtieal -mad fool M o FlmWa Liasse. Surveyor ms Mappn. 1. Eaamv moon for symbol as inaiulea in m. let.na am a., to scale. t, A..it.,. r .Nelose. to ¢umy m.n. m nasal fy .mer man he ytnNt party v jamm, I. prMtited ..am amen meront d me erre, pant m Arai I. Be. H,. 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Ha- semen. at ass not Nmi¢fM 1. .m auneyar, xoa templed orra 'Neat -Labs data. No amrnpt moa made my oris (mm to wMy he swmry. I6. M.N on me Feawl Emerymry Monoymenl Ptency. Fled meso -so Role Mop (Ione), norm number 12.10.16', map -./.ab. Ccunbx 04. 2012 me Mow it... p.pwly ie .1. 1- X' II. INe Sorvry xw wormne..nnw1 Mn•m .1 m ablrml. f. -am. me op;rvm .r him assmmsMent A mr. mmrzb Trey mmx cdemera kd-mm ..Ona Ne home) as Mavn. 18.1 haw mane. me Fwat ..aan TNe 'mannas e..... tulle insennu [.-it-nl 1 .11812-2021-}'59612, .alp II/02/2015 mad of r¢wsN emarram nM enepl ren¢. Mens,, in SMpub N-1' at me III. imumn[e ansom ml Mw Ince, .Mar. or nom. an me .,may. ,a. me mmersomi m'p1 x� Is. m Ib ¢us hse.ph ,e awl:@'ieEJ ore rat a .urvey matter mm, «gn're o bgx .pia. a.. ms6 .than , or am Mesal. the ¢a by lav to wnar a 'naso:- sya .reason .a b those wo-sumsey ,alae, n[eahome 20.....I axwary mole Xait.., Gp.et. Surety (NOS) Thi. Orb, Olin One..peame.sly 1:10.0., vented by Mm.snt memumnenb. 21. Spjina P,W^"ty se assam me .-d t P mercvl Omeml. Cindy .14r: Front a...drub, xrb ant same- Nave mass,, 'mol mm x.wl x.... aN am 9ms- 8 ... se. yam: 5 aloe mwm en. enrol .mese ... aplRy . msMen.I aieli.L flew mind: 10 fox; awpt W feet when ablar, o Marommas PaNtt Basals, SaWee time depklp fineon ore basad on me wrrenl Information ones from Gly of SeMeam Rorke dm:e NWILODE and are wq W Mange hose.. waling Mana, site pbn Mayes. Lot e'ls w arse, mM?:nxm.. 22. is Fres ai. not .- eYa.n of .1s/PCS, no 111. Inde 'e Suety .1.1mnnl. mom I6-19 .. se ave, W -hare ae.vkp ym,tl as al me bate of me. w, suRYEYOR's cFFNF lfml: .0 M,WZna Slwx, no ant F t &mass an ths, nernona. company This he 1. sent, (hat mW man w Oat and an, a,.rey on .blah h ;s booed .en made F oaamaane nm me MI MInmnn SIwMa Oetp ,ryukrnmm lu ALTA/ALSL Lm. The sump. ) fly esamiMp and aa[plea 6y ALTA and ll $ and FCGaee Ilme I, 2, J, 4. 5, GI 1(a). & 9, 10. It(,). IJ, Ili. 11. 10. 19 se .. A hereat. one ... the fumy re u"inmenm fel orm in I.- many Regulnonnm (Rmuon W-05-14). To FMd wank en aompbleal an: 11/Cfi/2015. mita of NO, w map: 12/11/2015. r.2cea-1 IA W :R. IpIX.Y OF W8M': mu mmy I. cu6np Is mode ird .11 .fm,n . it. In. mariner. M amw .nee. Cea.n a, onions. by am albs pa, as ami w ha mnlm mtl "•. mea V to UaveOO. mem i. ,uPananse anry to max Costliest and hammy are[biau any amer 6adlhy sed m cher nalricla the n9mm al ant omv � W -I x hmm mm all xilput e.am- ... masse,[ -1 her au".. e �TsyT ` g u �?[ IF�i m�ypap yOa so.2 V6F2 y�t 3�69a qq^ Sas y Z `0 "'N' NII)®®f 69888002 tMesa 1 OF Z ..,��t�,.T�J♦j t R,UAOAD (P) \.l NSI FLOBIDNA h _ m �t AILTE to " -4� .�� ✓� 2. eye'-'� � ,� �' f- ---sn v by - �� - iz' z.u. �y,,,♦mm.,vr p.iPl F W°f tLL'w — _ _ 3317 7.66' --- i 5,02 1.60 ACRES OR PT" •+mn em 69.735 SQUARE ROOD DOD f LMYDS + ZONE X' +10 ae •i + AY "� LOT 4 ' bIY♦ia+ „a+ LOT 3 ♦ 'e �3�' ,p b b '✓ ` \ ROMAR BUBOMSION ♦ra+ ROINR SUBDM610N i4 ten PUT BOOK 10. 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Tbr^C WJWId AFC - 1ry5`i TOTAL GG7IGFE�� i>F1rA oil or _ A:9 % 70TAL Ihni'ERYICUS PR7A. 2211 a' = (09. 4 TOTi+L Sze&N Ale _. 15'2g2 TAN pSCPT'E � fk�t-'ING -�7A A41J6 NS, N14NWAy1 (100.861-3r!pSR fREE7' ?. 7xE86 AtcN6 JEPat T (fl .031' 3�'m% —rgfP) - 3 TSE s _ A.aJ6 New murs-A LINF `A.4� ? il"dN!- TR57 g TKrF- AllNts TVW-', musp' IE iBfPl ljzpyLPb'TJ JY Qw�s 14a :+F n%6 4 Q' Of FFK rM6 's/71C� ``l 5I'A&si "&myl 4 1000 5r Put PaRrJY.too! = 1 W,a r?cRmaF"! 8 srAccIG Pons, I 8 yrACFs ✓ENNEiN. L. 6NAhN' mmor.f Boma �q®00 OplC TP t1:. THEV1WWPF6NIMft,: PA. GO&A11m,. FLaPPA- %.476 10763 4.x. NWj' I . - r4.E�l (4G1)&&+ 114w %w nhN, FLM-- 3716$ - _ TpBFFYi7 `� (Skrt� _SPFj'4.1{>9 Rim - a Yom op, t- AL. P ftA65A*IJi-A9Ph. ' sErra'ra,NYyi-F(cy�AL.ay�Cr(d+a9zo cam.: rNsgry. ;., Harry B's Golf Carts 5675 Micco Road Micco, Florida 32976 August 31, 2016 City of Sebastian 1225 Main Street Sebastian, Florida 32958 Dear Board, I opened a golf cart business at 1400 US Highway 1 earlier this year. This location is serving the Sebastian area well as we continue to grow the business. The purpose of this application is to request a waiver allowing me to expand the display area. Moving more carts to be viewed outside will show the community the wide selection of carts we have to offer and free up garage space for mechanical work during business hours. The outside display area is shown on the attached site plan. Nothing will be changed to the "look and feel" of the property. The carts will be stored inside when the business is not open. 1. The existing display area will be used to accommodate 4 golf carts, shown on the plan. 2. Additional display area will lie within the existing driveway along the rear side of the property. 3. This will still provide 6 parking spaces on the property and 2 adjacent parking spots on Route 1 for customers—totaling 8 customer spaces. 4. All items will be on the parcel and not on the adjoining sidewalks or right-of-way. 5. The visibility triangle is not in play. 6. The display area will be free of debris and maintained by the landscaper. Please consider this request for a waiver so I may continue to service and, hopefully, gain new customers within the City of Sebastian. Thank you for your consideration in this regard. Sincerely, H. Blauvelt / 321-914-8588 (c) RECEIVED ' 2016 City °f Sebastian Corhmunity Development Dept, § 54-4-21.3 SEBASTIAN LAND DEVELOPMENT CODE (b) Uses. With the following exceptions, uses within the Performance Overlay Districts shall be as specified in article V of this code. (1) Outdoor displays. No outdoor displays shall be permitted unless approved by the planning and zoning commission pursuant to section 54-3.10.2(d). (2) Uses with vehicle and service bays. Uses involving vehicle and service bays that are oriented perpendicular to CR 512 are allowed only if a Type "B" buffer with a four -foot high opaque feature is provided along the site's CR 512 frontage. (3) Underground utilities services required. Where new utilities services (e.g. electrical, phone, cable) are provided to project sites, such service shall be installed underground. (4) Connection to pedestrian systems. Projects fronting on roads with existing or planned/ required sidewalks and/or bikeways shall provide a pedestrian path from the project to the existing or future sidewalk and/or bikeway. Said pedestrian path shall have a minimum width of five feet, shall consist of a rigid surface meeting Florida Accessi- bility Code requirements, and may include properly marked areas that cross parking lots and driveways. Sec. 54-4-21.4. Plan approval. In the Performance Overlay Districts, development and redevelopment requiring adminis- trative, minor modification or site plan approval and exterior renovations shall comply with the districts plan requirements. The area of development for such projects shall be the area of the site containing buildings, additions, structures, facilities or improvements proposed by the applicant or required to serve those items proposed by the applicant. Sec. 54.4-21.5. Supplementary requirements for site plan submittal and review. (a) Preliminary review of site plans. Preliminary staff review of site plans is mandatory, including review of landscaping and tree preservation plans, architectural plans, lighting plans, and color and exterior finish samples. (b) Site plan review. The drawings listed below are to be submitted in a minimum 24 -inch by 36 -inch format, and are to be the largest scale, which will fit on a 24 -inch by 36 -inch format. In addition to normal site plan review submittal requirements, the following are to be submitted at the time of site plan review: (1) Site plan. This plan shall indicate setbacks and all site development as required by the site plan ordinance, and shall depict: building orientation; locations of signage, location of service areas, dumpsters, loading zones, mechanical equipment, and any other "visually offensive elements" as described in these requirements, including locations and specifications of screening devices. (2) Tree plan. This plan shall indicate location, diameter at breast height (dbh) four and one-half feet above grade, and species of all trees six-inch caliper (measured at dbh) and larger. LDC21:2 § 54-3-10.2 SEBASTIAN LAND DEVELOPMENT CODE the same zoning district, and will not be detrimental to public health, safety, and welfare. No encroachment into this area by parking spaces, sidewalks or landscape areas shall be allowed. b. Siting obstructions. No refuse container shall be sited below obstructing wires or obstruct any electrical service equipment, fire protection equip- ment, any roof overhangs, or sited adjacent to any other obstruction to the container dumping process. C. Refuse container screening requirements. Refuse containers shall be opaquely screened from view from public streets and adjacent properties, to a height of at least six feet, or six inches higher than the height of the container (whichever is higher). This screening may be achieved by walls, landscaping or buffer yards, or by virtue of the location of the container on the building site. (c) Utility lines. In new construction, all utility lines shall be placed underground. All telephone lines shall be placed underground. Service lateral electrical distribution lines serving individual installations shall be placed underground. Other high voltage electrical lines may be placed underground or on poles provided that the poles are within the street right-of-way and have provisions for street lighting. Large trans- formers shall be placed on the ground and be mounted on pads and contained within enclosures or vaults. Where enclosures or vaults are used, the construction and design shall be compatible with primary building design. Landscaping with shrubs and plants shall be provided to screen pad mounted transformers. (d) Commercial and manufacturing activities conducted in enclosed buildings. All busi- nesses, services or manufacturing or processing shall be conducted within completely enclosed buildings. Outside storage and display areas are permitted subject to the following: (1) The outside storage and display area is shown on the site plan. (2) The outside storage and display area is not located on required parking areas. Temporary, short-term storage and display is permitted in parking areas when permitted by a special events temporary use permit. (3) No outdoor storage and display area shall be located except on the parcel where the principal use is located. In no event shall items be stored or displayed on the adjoining public sidewalk and/or public right-of-way. (4) The outdoor storage and display area shall not be located in a required visibility triangle as required by section 54-2-7.10. (5) The outside storage and display area shall be kept clean and free of debris to prevent the blowing of trash and litter. (e) Exterior lighting. Exterior lighting shall be provided and shall be so arranged as to shield or deflect the light from adjoining properties and public streets. LDC10:2 2 DRAF L DRA W 2 DRAF ,7 Comments: SJRWMD said they have qualified for 10-2 certification. There are no wells or septic tanks left on property. Motion by Mr. Reyes "motion to approve proposed site plan modification for Strunk Funeral Home addition parkway area at 1623 N. Central Avenue commercial riverfront zoning district with staff recommendation" Seconded by Mr. Dodd. Results on roll call vote: AYES: Qizilbash, Kautenburg, Roth, Dodd, McManus, Reyes, Carter NAYS: None Motion Carried 7-0 UNFINISHED BUSINESS None PUBLIC INPUT None NEW BUSINESS A. Request for Outside Display Area in the Riverfront Overlay District — Section 54-4- 21.3(b)(1) — Harry B's Golf Carts — 1400 Highway #1 Harry Blauvelt would like a golf cart display by his sign. City Manager supports the application. It provides a colorful addition to US 1. Staff recommends approval business specific. Mr. Carter has notices carts parked in different places. Mr. Blauvelt says some of the carts are being picked up or delivered and he also rents carts. Mr. McManus notes if the number of carts is a consideration, you may want to amend it to say 2 carts as shown. Mr. Reyes has seen carts in parking area and is concerned about people looking at carts in the parking lot. Mr. Blauvelt only wants 2 carts outside and the rest of them in showroom inside. Mr. Reyes notes that sign rules are strict and was there any request from past tenants for this type of display? Staff says none with these dimensions. Ms. Kautenburg asks if all test driving going to be on property. Mr. Blauvelt replies that they are only tested in parking lot. Ms. Kautenburg asks if the number of carts displayed can be restricted. Mr. Armitage says there is no restriction it's up to the board's discretion. Mr. Blauvelt says there would be no more than 4 displayed. Chmn. Roth noted there is no message board on signs. Will there be any signs on golf carts? Mr. Blauvelt says there could be a sign with prices but doesn't have to be. Motion by Mr. Dodd "I move that that we approved the outside display area sufficient for displaying 2 carts for Harry B's Golf Carts conditionally that the approval is business specific for Harry B's Golf Carts only and will not succeed to future businesses in the location without additional approval from the Planning and Zoning Commission." Second by Ms. Kautenburg. Planning and Zoning Commission Page 3 Monday—March 3, 2016 ARAE- o Discussion on amending the motion to 2 carts or the 6'x20' area and the need for a display when there is a monument sign. Results on roll call vote: AYES: Qizilbash, Kautenburg, Roth, Dodd, McManus, Reyes, Carter NAYS: None Motion Carried 7-0 Planning and Zoning Commission Page 4 Monday—March 3, 2016 I LA tN �40 N HOME OF PELICAN ISLAND City of Sebastian Development Order Application Permit Application No. Applicant If not owner, written authorization notarized from owner is required) Name:i— Address ' y00 US Phone Number: (7-)Z) ey9 -L- 1 -7 5 F umber: ( ) E -Mail: hQXI'y L e LLii . h t+ Owner If different from applicant) - Name: Address: Lot: Block: Unit: Phone Number: ( ) 7 7Z FAX Number: ( ) Lf73 E Zoning Classification: C Title of permit or action requested: PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING. COPIES OF ALL MAPS, SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND 8-1/2" BY 1 V COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM. A. vro)ecr Name pr applicable): c'--c&4f Lo -y S - B. Site Information - Address 1 y0(J U5 ` 1 I j -t -t W �� cw� a-4'\ I— L , Lot: Block: Unit: division: a Indian River County Parcel #: 3 13 00 d� (d :is 6o Z.O(7c)C-)nL-I,(0 Zoning Classification: C Future Land Use: 2 1 A rffxisiting—Use: Proposed Use: C. Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessary): s I if DATE RECEIVED:APPLICATION FEE $ RECEIVED Bl ENGINEER REVIEW FEE $ 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, / / A " /y ')/q U I/&- / f , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: _ I AM THE OWNER X I AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURATE AND TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURE DATE SWORN TO AND SUBSCRIBED BEFORE ME BY 14&-aW B L14kV6= -T- WHO IS PERSONALLYKNOWN IME OR PRODUCED AS IDENTIFICATION, THIS -L- DAY OF $E'P($MBa4Z- , 20-& NOTARY'S SIGNATURE PRINTED NAME OF NOTARY OQp� i1t . FZptj{ COMMISSION NO./EXPIRATION Fq(i(�pG r./nf/Zn SEAL: Slo 28, 70 �q•• f• . #FF 98606E tic Und .•�O�\� 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. I/WE, _ THE OWNER(S) / _ THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE ?U4V0 IAA. atv.OZ-0,VI AX BOARD/COMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN CONNECTION WITH MY/OUR PENDING APPLICATION. I/WE HEREBY WAIVE ANY OBJECTION OR DEFENSE IME MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY/OUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS BEING SIGNED BY ME/US VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, OR PROMISES MADE, BY ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN. SIGNATURE DATE Sworn to and subscribed before me by who is personally known to me or produced as identification, this day of 20 Notary's Signature Printed Name of Notary Commission No./Expiration Seal: APPLICATION FEES ARE ESTABLISHED BY RESOLUTION OF CITY COUNCIL. DEVELOPMENT ORDER APPLICATIONS THAT REQUIRE ENGINEERING REVIEW WILL PAY ADDITIONAL FEES, ALSO ESTABLISHED BY RESOLUTION OF CITY COUNCIL. 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