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HomeMy WebLinkAbout11062014PZ AgendaQTY OF BASMANJ HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 AGENDA PLANNING AND ZONING COMMISSION THURSDAY, NOVEMBER 6, 2014 7:00 P.M. 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS S. APPROVAL OF MINUTES: Regular meetings of October 2nd &v 16th, 2014 6. OLD BUSINESS 7. NEW BUSINESS: A. Accessory Structure Review - LDC Section 54-2-7.5 - 1026 Evernia Street - Lots 30 and 5, Block 164, Unit 5 - 30'X 33'(990 SF) Detached Garage - M/M Millar B. Quasi -Judicial Public Hearing - Site Plan, Conditional Use Permit, & Waiver - Watercrest Senior Living - 89 -Bed Assisted Living Facility - 13085 US Highway #1 - Commercial Riverfront (CR) Zoning District - Requested Waiver from LDC Section 54-4-21.A.7: Riverfront Overlay Landscape Requirements C. Public Hearing - Recommendation to City Council - Special Use Permit - Recreational Vehicle Resort - Chesser's Gap PUD - S. Fleming Street south of Sebastian Boulevard - Commercial Planned Unit Development (PUD -C) Zoning District 8. CHAIRMAN MATTERS 9. MEMBERS MATTERS 10. DIRECTOR MATTERS 11. ATTORNEY MATTERS 12. ADJOURNMENT ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE ON THE ABOVE MATTERS, WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH APPEAL IS TO BE HEARD. SAID APPEAL MUST BE FILED WITH THE CITY CLERK'S OFFICE WITHIN TEN DAYS OF THE DATE OF ACTION. (286.0105 F.S.) IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS SPECIAL ACCOMMODATIONS FOR THE MEETING SHOULD CONTACT THE CITY'S ADA COORDINATOR AT (772)-589-5330 AT LEAST 48 HOURS PRIOR TO THE MEETING. TWO OR MORE ELECTED OFFICIALS MAY BE IN ATTENDANCE. CITY OF SEBASTIAN ca PLANNING AND ZONING COMMISSION LOCAL PLANNING AGENCY {)i MINUTES OF REGULAR MEETING ,C .0 OCTOBER 2, 2014 C Of �o Chairman Dodd called the Planning and Zoning Commission meeting to order at 7:0W The pledge of allegiance was said by all. C �01 cd V ROLL CALL: PRESENT: Mr. Roth Mr. McManus (a) � Cl) 2 � L Mr. Dodd Mr. QizilbashC cc .0 > > ; Ms. Kautenburg (a) Mr. Carter i 2 t Mr. Paul Mr. Reyes N Q Q U Ms. Dale Simchick, IRC School Board Liaison EXCUSED: Mr. Durr ALSO PRESENT: Frank Watanabe, PE, Community Development Director Bob Ginsburg, City Attorney Jan King, Senior Planner Dorri Bosworth, Planner/Recording Secretary ANNOUNCEMENTS: Chmn. Dodd announced that Mr. Durr was excused from the meeting and that Ms. Kautenburg would vote in his place. He also stated that the Local Planning Agency would reconvene after the PZ Commission meeting. APPROVAL OF MINUTES: MOTION by Reyes/Carter to approve the minutes of the August 28, 2014 meeting as written. Motion was approved unanimously by voice vote. OLD BUSINESS: None NEW BUSINESS: B. QUASI-JUDICIAL PUBLIC HEARING — SITE PLAN MODIFICATION, CONDITIONAL USE PERMIT, & WAIVER — SEBASTIAN INLET MARINA AND TRADING CO. (CAPTAIN HIRAM'S) — TWO STORY 16 -UNIT MOTEL —1615 INDIAN RIVER DRIVE — CWR (COMMERCIAL WATERFRONT RESIDENTIAL) ZONING DISTRICT — REQUESTED WAIVER FROM LDC SECTION 54-4-21.A.7: RIVERFRONT OVERLAY LANDSCAPE REQUIREMENTS Chairman Dodd asked the Commissioners if they had any ex -parte communication to disclose. There was none. Chmn. Dodd disclosed that he had received a telephone call from Damien Gilliams, and that his brother, as a plumbing contractor, had done work for Captain Hiram's and for Mickey Capp/Capp Custom Builders, who is one of the applicants. I �� PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF OCTOBER 2, 2014 The applicants/representatives and staff were sworn in by the City Attorney. Mr. Tom Collins, representing Captain Hiram's, stated they have been in business for over 29 years, and continued by reviewing the project's history up to date. He explained how they worked with the neighboring Oyster Point Resort in designing a 2 -story building vs. the 3 -story allowed, and kept a pedestrian cross -access easement between the two properties. He briefly discussed issues with the project, i.e. the sewer line, and noted that variances for other issues were granted by City Council in December 2013. He stated that even though the project was considered a part of an overall site, the hotel could stand alone because of the added parking. He also stated that all stormwater was being retained onsite. He reviewed their requested landscape waiver, informed that local contractors would be used, and that all jurisdictional approvals had been received. Ms. King verified that this was considered a major modification to the existing site but that the focus of the staff report was on the new piece of property. She discussed the new site plan elements, the six variances approved for setbacks, landscaping and design criteria, and the Oyster Point sewer line running through the property. She stated the applicant was working with FDOT to relocate the line into their ROW, but had not yet received approval. She reviewed the history of an access easement that ran through the parking spaces and that the issue had been resolved to the satisfaction of Oyster Point and Captain Hiram's. She then discussed the waiver from the Riverfront Overlay District requirements, specifically for foundation planting, and a variance received in 2000 that allowed the property to plant more than 35% palm trees. She stated that based on the variances and the submitted landscape plan, staff would recommend approval of the waiver request. She added that the application also met the conditional use criteria for Hotels & Motels, and staff recommended approval of the Conditional Use Permit. Chmn. Dodd verified that the [reduction of landscape materials] listed in #15j of the staff report were in addition to the items requested in the variances. Ms. King stated yes, they were additional items. Mr. Qizilbash stated that Sheet C-4 only indicated new grade elevations but did not show any existing grades, or section details regarding the adjacent properties. Mr. Collins replied that the hedge between Oyster Point and the hotel parcel would remain, that vehicle traffic between the sites was eliminated, and that a fence/archway entrance would be added for pedestrians. Mr. Watanabe stated there may be a two -foot grade difference. Mr. Qizilbash inquired if the SJRWMD permit had been received. Mr. Collins stated they had a waiver. Mr. Watanabe clarified that the engineer of record would be submitting to DEP a 10-2 self -certification form. Mr. Qizilbash stated that a condition of St. John's was that the invert of the trench should be two feet above the water table, which it was not, and felt the system would need special permission from them. There was a discussion whether a letter from St. John's had been received, if there was a letter from the project engineer stating he had applied for it, and whether the Commission should make receipt of the SJRWMD permit an additional condition of approval. Chmn. Dodd asked questions regarding the drainage structures on the parcel north of the site. Mr. Watanabe explained the property was a FDOT drainage ditch, with several pipes, one from the city, and the ditch was a good Baffle Box candidate. Chmn. Dodd stated he did not see proposed gutters on the building and asked if they would be directed into the site's stormwater system. Mr. Collins stated they would. Mr. Reyes discussed not having a survey of the property with existing conditions and grades. He had questions for the applicant and staff regarding the pedestrian access and alignment of the drive, current use and history of the parcel, adequate parking, and encroachment of the city's parking into the lot. K PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF OCTOBER 2, 2014 A survey from staff's file was displayed on the overhead projector, and a discussion ensued regarding the apparent encroachment. Mr. Watanabe stated the city would verify. Mr. Reyes asked for additional information on the sewer lines, which then Mr. Collins reviewed the history of the three condo units that previously existed on the property. Mr. Reyes asked if the lift station was going to be modified of sufficient to handle the additional units. Mr. Collins stated it was sufficient, and that they had their Utility permit. Mr. Roth asked questions regarding the proposed drainage system and maintenance, the close distance between the proposed and existing driveways, the variances, and inverts of manholes PS -1 & PS -2. Mr. Watanabe responded that the driveways appear closer because the turning radii and aprons were corrected when the city parking went in, and that there have been no accidents. Ms. Simchick stated that the School Board does not have any issues or questions. Mr. Paul asked if a new pedestrian walkway across Indian River Drive would be added. Mr. Collins stated no, and added that customers currently using the lot for parking walk down to the existing cross walk. Mr. Reyes had additional questions on the access easement with Oyster Point and enforcement of the maintenance schedule for the stormwater system. Mr. Watanbe stated the schedule was listed on Sheet 4 of the site plan, and stated the site should provide the city with quarterly reports. Mr. Collins stated he would add the maintenance to his employees Preventive Maintenance list. Chmn. Dodd asked if there was anyone in the public that was opposed or in favor of the application. No one spoke in favor of the project. Mr. Damien Gilliams, 1623 U.S. Highway #1, spoke against the project. His concerns were lack of an As -Built survey, not receiving multiple notices for his multiple properties, receiving a notice for this hearing but not for the variance hearing, lack of required information that his previous hotel site plan was required to submit, lack of Unity of Title, partiality for certain applicants, the project's engineer not being present, no public hearing sign on the property, incomplete parking information, lack of SJRWMD permit, drainage into the Lagoon, variances unfairly granted, run-off from the roof gutters, traffic circulation, and effects on the Oyster Point property. He requested the Commission to table their decision until all concerns were answered. Mr. Ben Hocker, Sebastian, had questions on the lack of tax records for the parcel on the Property Appraisers website. He also compared the size of the parcel (.28 acre) to his residential lot (.23 acre) and couldn't imagine getting a motel built on it. Ms. King addressed some of the questions and concerns. She stated staff did not usually send out duplicate letters if the name and mailing address was same for each, an As -Built survey for the entire site minus the motel lot was in the file, and the parking calculations for the entire site was shown on the site plan (Sheet 2). She explained that the applicant did work closely with Oyster Point, and a letter of support from them was included in the packet. Mr. Watanbe stated the plan had been reviewed and approved by the IRC Fire Department for emergency vehicle access, the County Traffic Department had no comments, and staff will verify with SJRWMD if a modification permit is needed and clarify design criteria. Mr. Collins stated the Unity the Title had been recorded and staff would receive it in a couple of days. Ms. King explained why the tax information was not readily available because the previous records were for three individual condos. Mr. Reyes asked if the city requested Title Commitment Reports/Land Title Surveys on major projects which showed ownership and encumbrances. Staff stated no. Ms. Kautenburg stated 3 PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF OCTOBER 2, 2014 that at first, she felt there was too much building for the property, but after reviewing the site plan and visiting the site, she finds that land accommodates the plan very well. Mr. Ginsburg advised the Commission to make individual motions [on each application] and then one motion overall approving the applications as a whole. Chmn. Dodd discussed the waiver application. He noted the information was listed on page 7 of the Staff Report under item J, and that the waiver request was from the Riverfront Overlay requirements and not the regular landscaping code. MOTION by Kautenburg/Reyes "to move that the waiver for the Overlay landscape plan requirements be granted." ROLL CALL: Mr. Qizilbash yes Mr. Paul yes Ms. Kautenburg yes Mr. Reyes yes Mr. Roth yes Mr. Carter yes Mr. Dodd yes The vote was 7-0. Motion carried. Chmn. Dodd stated the next application under consideration was for a Conditional Use Permit for a motel. MOTION by Reyes/Qizilbash "to approve the conditional use permit." ROLL CALL: Mr. Reyes yes Mr. Dodd yes Mr. Roth yes Mr. Paul yes Mr. Carter yes Ms. Kautenburg yes Mr. Qizilbash yes The vote was 7-0. Motion carried. Chmn. Dodd reminded the Commission that in their discussion earlier, they agreed there was a need to add a third condition [to the site plan approval] which was to have staff review the SJRWMD permit and/or the self -certification thresholds. He stated the LDC established three specific criteria that the Commission had in reviewing and approving a site plan, and he felt that the Captain Hiram's project met all the criteria. He would like the City to look at the drainage ditch as a strong candidate for a baffle box. MOTION by Roth/Paul "that the site plan be approved as submitted with the conditions." Chmn. Dodd verified that included the condition regarding staff reviewing the SJRWMD permit. Mr. Roth stated it did. ROLL CALL: Mr. Roth yes Mr. Qizilbash yes Mr. Carter yes Mr. Reyes yes Mr. Dodd yes Mr. Paul yes Ms. Kautenburg yes The vote was 7-0. Motion carried. MOTION by Paul/Roth "to approve item 76 [on the agenda]." ROLL CALL: Ms. Kautenber yes Mr. Reyes yes IH PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF OCTOBER 2, 2014 Mr. Dodd yes Mr. Qizilbash yes Mr. Carter yes Mr. Paul yes Mr. Roth yes The vote was 7-0. Motion carried. CHAIRMAN MATTERS: None MEMBERS MATTERS: None DIRECTOR MATTERS: None ATTORNEY MATTERS: None Chairman Dodd adjourned the Planning and Zoning Commission meeting at 8:20 p.m. [Ms. Simchick, the IRC School Board liaison, exited the meeting.] Chairman Dodd called the Local Planning Agency meeting to order at 8:20 P.M. ROLL CALL: PRESENT: Mr. Roth Mr. McManus (a) Mr. Dodd Mr. Qizilbash Ms. Kautenburg (a) Mr. Carter Mr. Paul Mr. Reyes EXCUSED: Mr. Durr ALSO PRESENT: Frank Watanabe, PE, Community Development Director Bob Ginsburg, City Attorney Jan King, Senior Planner Dorri Bosworth, Planner/Recording Secretary OLD BUSINESS: A. REVIEW REVISIONS/ADDITIONS, AND MAKE A RECOMMENDATION TO CITY COUNCIL REGARDING ORDINANCE 0-14-04 WHICH PROPOSES AN AMENDMENT TO THE LAND DEVELOPMENT CODE, ARTICLE III, SECTION 54- 2-3.2 REGARDING PROCEDURES AND CRITERIA FOR REVIEW OF TEMPORARY USES/SPECIAL EVENTS Chmn. Dodd thanked staff for incorporating their comments from the last discussion and creating the current proposal. Ms. Bosworth verified that the comments incorporated were from the August 7th PZ Commission meeting and noted those changes were highlighted in yellow, in addition to the agreed upon changes already in red. She then reviewed the changes in yellow on each page. Page one covered the recommendation to increase the cash bond required if the applicant was not the owner of the event location. The highlighted change on page two was staff's proposal created 9 PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF OCTOBER 2, 2014 from the Commission's direction to take their comments and come up with a definitive number of events that a site could hold each year. She explained that staff felt if the temporary use/event activity was a permitted or conditional use within the zoning district, it shouldn't be limited, but proposed if the use was not permitted within the district, permits for those uses/events could be held to four times a calendar year. The proposal was indicated as new paragraph (d) in Section 54-2-3.3 Time Limits. She continued that on page three, the revisions were mostly clean-up items, and language added regarding the fee and appeal directions. The fee adjustment previously discussed was to lower the amount to $35 per event. She requested that if the Commission concurred with the revisions, to make the appropriate recommendation to City Council regarding the Ordinance. There would also be a Resolution for the fee and cash bond. Ms. Kautenburg stated she had thought a lot about this topic since the last discussion. She read from an ad for North County Events that was in the newspaper for an upcoming monthly church Flea Market and the type of sales it listed. She felt that although it was under the guise of a fundraiser, it was not the church that was raising funds through the efforts of its members, but opening space on their private property for people who are in the flea market business who don't have to operate under the same guidelines as other businesses in town. She was nervous with the amount of properties in town who have the space to do this, and the possible image to tourists and visitors of Sebastian being "flea market-ville", in addition to the eight Thrift stores in our area. She continued that after re -thinking how many "temporary" meant to her, she was inclined to suggest one per year, possibly two. She stated the amount of monthly flea markets held were not healthy for the city, not fair for the neighboring properties, and not fair to the residents who can't rent out their yards to vendors. Ms. Bosworth explained that one of the proposed changes would affect Flea Markets since most of the church and civic organization properties were zoned Public Service. Flea markets were not a permitted or conditional use in PS and therefore, if the proposal was adopted, would limit them to four a calendar year. She stated staff was aware of the extra business that was brought into town on Flea Market days, and did not want to eliminate them entirely. She also explained staff's reasoning for proposing to eliminate Section 54-2-3.2(a)(1) because it was not always clear if a use or event was a defined permitted or conditional use, i.e. the haunted house, or a fishing tournament. She clarified that four a year was only a proposal, that number could be changed, and the number was mostly for outside events [that weren't a permitted or conditional use]. [Note: Section 54-2-3.2(a)(1) states "The activity must be a permitted or conditional use within the zoning district."] Mr. Roth asked if the use or event that wasn't a permitted or conditional use be regulated, and stated that the "non -conforming" event may be OK on one property with no neighbors but not OK on another abutting residences, and wished to revisit Section 54-2-3.2(a)(1). Ms. Bosworth stated that the entire code section did create regulations for the uses/events, with the intent and understanding they were "temporary" in nature, and that the code was also used for transient vendors like Xmas tree sales, and the parking lot car sales, noting that retail was a permitted use in the commercial districts. There was a discussion on some of the types of uses/events and how hard it was to define them as permitted or conditional. Chmn. Dodd stated he felt Section 54-2-3.2(a)(1) was very restricting, and was comfortable eliminating it. Mr. Reyes asked how many garage sales residents were allowed a year. Ms. Bosworth stated four. He also inquired how many events were held at Riverview Park where vendors set up. Ms. Bosworth explained that the section of code being discussed were for events held on private property and that the events held at the park usually went through City Council or the Parks & Recreation Supervisor. Mr. Roth asked if any of the guidelines from the park's requirements could be used for the private property. Mr. Reyes hated to regulate private property on their fundraising efforts. There was C. PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF OCTOBER 2, 2014 then a discussion on events held inside a building and those outside, and staff explained their policy, since it was not actually stated in the code, to not require a permit unless public safety needed to be a consideration. Discussion ensued if language should be added to cover events held inside and inside transient merchants. Chmn. Dodd stated the Commission needed to decide to table their recommendation, send a recommendation of approval, or one of disapproval. Mr. Paul felt it should be tabled since many questions were not answered, there were no solutions, and the Commission was in a quandary. Chmn. Dodd summarized what was trying to be solved was that events or temporary uses were being held at sites that the properties were not designed for, and not in a small frequency of events. He stated it could become very cumbersome to write very specific language that covered all scenarios. Mr. Ginsburg stated that the code changes were being brought before the Commission because currently the code was being stretched and it created inconsistencies with the zoning code. He reviewed what procedures the Commission had previously taken. Mr. Roth suggested limiting the events to be held on commercial properties only, not residential. He also suggested limiting certain types of events to smaller properties. Ms. Kautenburg re- stated she would like to see the number of events limited to two a year. Ms. Bosworth clarified that the stretching of the code came from staff trying to accommodate the fundraising efforts of many of the organizations and businesses during the economic down turn. She noted that an alternate option was not to change the code at all. Chmn. Dodd asked if strict adherence of the code would solve the issues previously discussed. Ms. Bosworth stated they would still wish to modify the fee, and defining some of the uses/events in a permitted or conditional use category would still be gray. The Commission discussed this option. Chmn. Dodd asked what would happen if an application was denied — what was the avenue for appeal. Ms. Bosworth stated the addition of an appeal section was currently being proposed since there was none in the existing code. Chmn. Dodd suggested only changing the fees and adding an appeal section, and leaving the remaining requirements in place. Ms. Bosworth estimated that if the current code was adhered to, a lot of the applications would be denied because the use/event was not a permitted or conditional use in the applicant's zoning district. She noted events could move to properties in the allowable zoning districts, and asked if that was the Commission intent. Chmn. Dodd stated he was hearing the Commission's dilemma as not wanting the City to become known as "Flea Market-ville", but not wanting to step on private property rights. There was further discussion on the fee amount and removing it from the code, and tabling the recommendation to the next meeting. Ms. Kautenburg asked if there were any applications pending. Staff stated there were two applications for monthly flea markets. There was not a consensus on how to amend the code that the Commission wanted to recommend to City Council. Chmn. Dodd stated that the city staff should enforce the code to the letter of the law starting tonight, which shouldn't require a motion. Mr. Paul agreed, and suggested bringing back any issues that remain to the Commission in six months. It was agreed to not set a specific time period, but to have staff bring it back when they deemed necessary. MOTION by Dodd/Paul "to pend this item until further action is requested by staff." 7 PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF OCTOBER 2, 2014 Chmn. Dodd clarified that the Commission was not anti -business and did not want to restrict business people from doing business, but wanted to protect the integrity of the City and its citizens. ROLL CALL: Ms. Kautenburg yes Mr. Reyes yes Mr. Dodd yes Mr. Qizilbash yes Mr. Carter yes Ms. Paul yes Mr. Roth yes The vote was 7-0. Motion carried. Chairman Dodd adjourned the Local Planning Agency meeting at 9:06 p.m. (db) CITY OF SEBASTIAN 0 PLANNING AND ZONING COMMISSION C MINUTES OF REGULAR MEETING CY) OCTOBER 16, 2014 Chairman Dodd called the Planning and Zoning Commission meeting to order at 7:00 P.11� O � Ea The by E 9 pledge of allegiance was said all. ROLL CALL: PRESENT: Mr. Roth Mr. McManus (a) -p p Mr. Dodd Mr. Qizilbash � �— Ms. Kautenburg (a) Mr. Durr O O " Mr. Carter 0 a. CL CD N Q Q � Ms. Dale Simchick, IRC School Board Liaison EXCUSED: Mr. Paul, Mr. Reyes ALSO PRESENT: Frank Watanabe, PE, Community Development Director Bob Ginsburg, City Attorney Jan King, Senior Planner Dorri Bosworth, Planner/Recording Secretary ANNOUNCEMENTS: Chmn. Dodd announced that Mr. Paul & Mr. Reyes were excused from the meeting and that Ms. Kautenburg & Mr. McManus would vote in their place. APPROVAL OF MINUTES: Minutes not completed, deferred to next meeting. OLD BUSINESS: Chmn. Dodd noted there was a large group of people in attendance regarding a previous agenda item [Temporary Uses]. He stated that although the PZ Commission meetings did not have Public Input on their agenda, he hated to see them not be allowed to speak. MOTION by Dodd/McManus that we suspend the rules and allow a representative of the group to speak to the Commission. Motion was approved unanimously by voice vote. Mr. Leonard Dubee, Veteran's Service Officer for the American Legion Post 189 and Veterans of Foreign Wars Post 10210, stated the group was at the meeting because they had been advised that per a discussion and recommendation made by the Commission they would be denied the opportunity to continue having a permit for a Flea Market on a monthly basis. He reviewed that all the money raised was turned back into the community. He asked the Commission for their support. He discussed rumors they had heard regarding exceptions for the Catholic Church and non -profits, and thanked the Commission for their re -consideration. Chmn. Dodd explained that the Commission had never directed staff to not allow Flea Markets, but asked the City to enforce the Land Development Code, which came about from discussions regarding modifications of the Code. He also stated that if or when any modifications were brought back to the Commission, he invited the group to speak at the Public Hearing. PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF OCTOBER 16, 2014 Ms. Bosworth clarified for the group present that the Catholic Church was not granted any exceptions to the code, which is that the activity of the temporary use had to be a permitted or conditional use of the applicant's zoning district. Flea Markets are not permitted in the Public Service zoning district. Most of the churches and civic organizations' properties are zoned PS. She reviewed that Flea Markets are allowed on other properties in the city zoned Industrial, such as at the airport. She also disclosed that a church on Sebastian Boulevard was granted a permit to hold monthly markets because it was approved before the Commission's direction. NEW BUSINESS: A. QUASI-JUDICIAL PUBLIC HEARING — SITE PLAN MODIFICATION — WAL-MART SHOPPING CENTER — 3,503 SF LIQUOR STORE ADDITION — 2001 U.S. HIGHWAY #1 — COMMERCIAL RIVERFRONT (CR) ZONING DISTRICT Chairman Dodd asked the Commissioners if they had any ex -parte communication to disclose. There was none. The applicants/representatives and staff were sworn in by the City Attorney. Mr. Allen Lane, P.E., of CPH, Inc. stated the project was ideal for the location since it was an existing site, it enhanced shopping for the community, and they felt they met the city's requirements. He requested the Commission's approval. Ms. Bosworth reviewed the application specifics, stated the building addition was 3,503 SF in size and would be sharing a wall with the main store, was adding a total of 1,092 SF new impervious area, was connecting into the existing stormwater system, included roof gutters, addressed new and relocated landscaping, added architectural embellishments, and met the distance requirement from the nearby church. She stated staff recommended approval, with no conditions. Mr. Durr asked if the existing store already sold liquor. Mr. Lane stated yes, in a small area, but the new addition would allow the store to keep liquor sales separate from indoor sales. Mr. Mark Rodgers, Store Manager, was sworn in by the City Attorney. Mr. Rodgers stated the intent was to take cigarette sales, liquor sales, and those types of sales away from the door, away from children & family shoppers. He stated the existing area may be renovated into a coffee shop. Mr. Durr also inquired about the "dead" space between the liquor store and the existing building. Mr. Lane stated it would be the area where carts were brought into the store. Mr. Qizilbash had questions regarding the roof drain, and lack of details. Mr. Lane explained the roof drain system including the emergency overflow weir/scupper. Mr. Roth expressed his concern that the alcove between the two buildings could be a potential hiding area for an attack on a customer. He didn't see any new lighting proposed. Mr. Lane stated the existing half -wall was being removed, but wasn't sure how much existing lighting there was. Mr. Roth also had questions on connectivity, hurricane code compliance, and existing doors. Mr. Durr had follow-up questions with regards to the lighting, and a discussion ensued with Mr. Lane and Mr. Rodgers regarding existing lighting and Wal -Mart's photometric requirements. Ms. Simchick stated she was pleased to see consideration of the children and family shoppers with regards to certain sales. 2 PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF OCTOBER 16, 2014 Chmn. Dodd asked if there was anyone in the public that was opposed or in favor of the application. There was none. Mr. Rodgers stated he would add spot lighting, if necessary, by the alcove. Mr. McManus questioned if the liquor store addition could be moved to eliminate the alcove. Mr. Lane stated it was needed for cart storage. Mr. Watanabe displayed the area on the overhead projector. Ms. Bosworth stated the building permits had been applied for but not issued yet, the SJRWMD modification permit had been received, and a traffic analysis had been submitted with the application, which showed minimum impact. MOTION by Durr/Carter "to approve the site plan modification for Wal-Mart Shopping Center for a 3,503 SF liquor store addition at 2001 U.S. Highway #1." ROLL CALL: Mr. Qizilbash yes Mr. Roth yes Mr. McManus yes Mr. Carter yes The vote was 7-0. Motion carried. CHAIRMAN MATTERS: Mr. Durr yes Ms. Kautenburg yes Mr. Dodd yes Chmn. Dodd stated, with regards to the previous discussion, that the Commission did not have the authority to direct the city to take actions to stop any activities. He clarified that after discussions, the Commission did not recommend any modifications to that section of the code, but highly recommended that the city enforce the code. MEMBERS MATTERS: Mr. Carter inquired about his request to light the City Hall sign on Main Street. Ms. Bosworth stated she thought Mr. Griffin had decided not to, but Mr. Watanabe said he would look into it again. Mr. Durr stated he wished the veteran's group that was here tonight had been a part of the Public Hearings. DIRECTOR MATTERS: None ATTORNEY MATTERS: None Chairman Dodd adjourned the meeting at 7:40 p.m. 3 (db) 1. 2. 3. 4. 5. 6. CR OF SEISASTRN HOME OF PELICAN ISLAND Community Development Department Accessory Structure Staff Report Property Owner: Doug & Linda Millar Contractor: Homeowner Requested Action: Approval of a 30'X 33' (990 SF) detached garage Project Location: 1026 Evernia Street (and Gardenia Street) Lots 30 & 5, Block 164, Sebastian Highlands Unit 5 Current Zoning: RS -10 Current Land Use: Single-family Residence Required Findings: Does Comply Does Not Comply A. No accessory structure shall be constructed until the construction of the principal structure has been started. 1. House completed a.00 S ; or house under construction 2. Accessory structure to be located on same lot as principal structure ; or located on second lot that has been combined with principal lot by a unity of title UMM of 11111-C - kOT-. 7u 77f- P2C'� CF tF�usE' B. No accessory structure shall be located in any required yard (setback): 1. Front yard: No detached accessory structure shall extend beyond the front building line of the principal structure that is located on the same Veal estate parcel or lot. Principal structure setback is N A Accessory structure setback is 2. Front yard on corner lot: Accessory structures may not be located in the secondary front yard of an improved corner lot unless the corner lot is joined in unity of title with an interior lot that contains the principle structure. However, said accessory structures shall not be located closer than 25 feet from the secondary front property line in the RS -10 zoning N�n district, and in all other zoning districts shall meet required front yard setbacks. Secondary front yard setback is , and proposed accessory structure front yard setback is Does Does Not Comply Comply 1 3. Side yard: Required side setback is lO Accessory structure side setback is 13 ► ��' . 4. Rear yard: The required rear yard is aO A detached accessory structure may encroach into the required rear yard, provided it meets all the following: a. It is a minimum 10 feet from the rear property line. V Proposed accessory structure has a 671. (Q 1 setback. b. Itis not in an easement. Rear easement is l0 and proposed setback is Co I • G, c. It does not exceed 400 square feet in lot coverage. Proposed accessory structure is 9 Q D square feet. d. It does not exceed 12 feet in height. Proposed accessory structure is 11. S I + feet in height. Accessory structures which are attached, or do not meet the above four requirements must meet the standard rear setback which is O-LO Proposed accessory setback is C. No mobile home, travel trailer or any portion thereof, or motor vehicle shall be permitted as an accessory structure. D. Applicant must expressly designate the type of the accessory structure (i.e. garage, shed, etc.) E. Must comply with all city codes. vi F. The height of accessory structure cannot exceed height of principal structure. House is approximately a.2 �—` , and accessory structure will be l4 . �'t G. Attached or detached Quonset-type or style accessory structures are prohibited. H. A residential lot is allowed 5 square feet of accessory building area (cumulative) for every 100 square feet of lot area, up to a maximum 1000 square feet. Property square footage a0, 000 SF x .05 = Allowable sq.ft. of accessory structures io0o SF Existing accessory structures --- Proposed accessory structure C19 O Total existing and proposed O SF 7. Planning and Zoning Commission Review: Any attached or detached accessory building, carport or breezeway over 500 square feet in area must be reviewed and approved by the Planning and Zoning Commission utilizing the following criteria: Review fee has been paid: YES NO Additional Considerations: 6tf(NGLE' - kooFiN 6_ To MA -M tf tfous t wt" Be- U S 80 . C� Prepared by 3 lot--soII�{ Date Does Does Not Comply—Comply A. Accessory structures may not be constructed or maintained from corrugated metal or corrugated metal -looking products. B. The roof of the accessory building must have a minimum pitch of 3:12. C. Accessory structures 501 sq.ft. to 750 sq.ft. in size shall be compatible with the overall general architectural design of the primary residence, including facade and materials, colors and trim, roofing materials and pitch. D. Accessory structures 751 sq.ft. to 1000 sq.ft. in size shall be of the same architectural design of the primary residence, including facade and materials, colors and trim, and roofing materials and pitch. Foundation plantings shall be required on all sides of the accessory structure excluding entranceways and doorways, as follows: 1 shrub for every 3 lineal feet and 24 inches in height at planting. 33.3` Lineal dimension totals SS 3 3 = Total Shrubs Required tq CI8'. `E3 Review fee has been paid: YES NO Additional Considerations: 6tf(NGLE' - kooFiN 6_ To MA -M tf tfous t wt" Be- U S 80 . C� Prepared by 3 lot--soII�{ Date LOT 31 fOTO, kCO� l LOT Z9 BLOCK164 S 03'80.00' BLOCK 164 S 0000'00" W 80.00'p. cq � Dlrc� 10' P.U.& D.E. o O.U.L.1 UTILITY POLE - b� + / I + Ih LOT 5 BLOCK 164 (VACANT) ui d a d io d � � _ Lr)14.0' N i � I0'1{Kp r4''Ift- _ LOT 4 `_" b o PROPOSED CONCRETE o o LOT 6 BLOCK 164 NM +b� 1+ 31.0' ° a � �+ p +� BLOCK 164 30.0' t'o Q �. O v �` z co^ PROPOSED 0 _ Mco RAGE M ! FLOOR EELEVOATIONH 51.8 31.0' �$ 30.0' :-,-J 19.0' la Q7 o �o 0 +No. ° 36.0' 20.0' 24.0' +h� N 0000'00" E 80,00'P. R/WLINE b�0 (N 00°07'34° E 79.95'M.) LL.I W 20.0' p o p 0 Q v LLI 2 24.0' m 2 Ln 0 o J ASPHALT PAVEMENT ��PPhS (1004.80'M.) h 1004.60' P. ( 70' RIGHT OF WAY) N D0o03'00" E P GARDENIA STREET . LEGAL DESCRIPTION: NORTH LOT 5, BLOCK 164, SEBASTAIN HIGHLANDS, UNIT 5, ACCORDING SCALE I TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 102, BOUNDARY S U R VE Y PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. SURVEYOR'S NOTES: CERTIFIED TO: 1. BEARINGS SHOWN ARE BASED ON THE CENTERLINE OF GARDENIA DOUG MILLAR & LINDA MILLAR STREET N 00°03'00" E AS PER RECORD PLAT. SUNBELT TITLE AGENCY 2. NO INSTRUMENT OF RECORD REFLECTING EASEMENTS, RIGHTS TITLE RESOURCES GUARANTY COMPANY OF WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR LEGEND: EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. 0- FOUND 5/8" IRON REBAR WITH PLASTIC CAP STAMEDED "PLS 4896" 1 / A BLOCK 1764 I 6 a gtj n2l O 173.4' try cq SCALE 1'=20' OF PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. DOUGLAS MILLAR and LINDA MILLAR LOT 31 4 W PROFESSIONAL TITLE OF INDIAN RIVER, INC. (50'RiGHT-OFWAY) O c NORTH I STREET AS S 00°03'00' WAS PER RECORD PLAT. - O IA' EVERN►A. 3.4' Ln Ln -. 2. NO INSTRUIIEM OF RECORD REFLECTING EASEMENTS, R1- f�OF 4 c 0-'m 5/8' IRON RRAR WFTM-PLASTIC CAR STA MM W1T.CORNER PLS 4696• FXCEPi AS SFIOWN.: NO TITLE OPINION IS EXPRESSED OR 1Mf9IED. O - FOUND NAIL 6.1-1/4' STEEL DISK NO STAMPING UNLESS NOTED 1 173.5' 500°03'00'W 1439.- P.-0— _ — _ — _ — _000' P� 02M1 p BLOCK 164 P. z10 co ,6 /I .STREETLu o .6D' f teo+.a y.0'M) i I 3 SURVEY IS SUBURBAN, I FOOT IN 7,500 FEET. ASPHALT PAVEMENT Z ABBREVIATIONS: 61617-6 FLORIDA ADMINISTRATIVE CODF-THS SURVEY IS PREPARED AND P -PLAT M -MEASURED RIW-RIGHT OF WAY A/C -AIR CONDITION CERTF1E11 FOR THE UCLUSIVE USE Of THE. CLIENT OR CLIENTS NAMED 4 -CENTERLINE COV. -COVERED 1S -LAND SURVEYOR HEREON, THIS SURVEY S NOT VALID WITHOUT THE SIGNATURE AND THE O.U.L-OVERHEAD UTIUTY LfNFS CONC.-CONCRETE ORI TlACR1{i5t! CENSED SURVEYOR AND MAPPER. LLJ Et PLS -PROFESSIONAL LAND SURVEYOR j LB -LAND SURVEYING BUSINESS . TH ALL i RLE; :P.L.,S. 4896 ;o o^ o �I � i a I (t�s/a�o^a3•zPweo.os' ,j m� 2... I W Z S 00'03'00 •00' P. RUNE U 1 / A BLOCK 1764 I 6 a gtj n2l O 173.4' try cq V OD OF PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. DOUGLAS MILLAR and LINDA MILLAR LOT 31 4 W PROFESSIONAL TITLE OF INDIAN RIVER, INC. BLOCK 164 ^ O O 1. BEARINGS SHOWN ARE BASED ON THE CENTERLINE OF EVERNIA I STREET AS S 00°03'00' WAS PER RECORD PLAT. - O IA' i3.8' 3.4' Ln Ln -. 2. NO INSTRUIIEM OF RECORD REFLECTING EASEMENTS, R1- f�OF 4 c 0-'m 5/8' IRON RRAR WFTM-PLASTIC CAR STA MM W1T.CORNER PLS 4696• FXCEPi AS SFIOWN.: NO TITLE OPINION IS EXPRESSED OR 1Mf9IED. O - FOUND NAIL 6.1-1/4' STEEL DISK NO STAMPING UNLESS NOTED 1 173.5' 3. THIS SURVEY IS NOT INTENDED TO LOCATE EXISTING UNDER- p BLOCK 164 a' EXCEPT AS SHOWN. co ,6 /I 13.4' 1 LOT - aHL- BLOCK 164 umT" POLE 5.0' 23.4' 3 O M � N tov. 5.3' ONE STORY CONCRETE BLOCK RESIDENCE #1026 22.5' COVERED - PAT 0 12.2' 22.5' N SCREEN ENCLOSED /POOL ^ .c 7.4' 15.2' I i — � APPRO7OMATE 70P OF SLOPE -j_ ]0' P.U.6 D.E. 8 `✓ D]TCH� ~;YO N 0003'00" E 80.00'p. (N OO°03'00' E SOOT M.) LOT 6 LOT 5 BLOCK 165 BLOCK 164 LEGAL DESCRIPTION: > I LOT 30, BLOCK 164, SEBASTAIN HIGHLANDS, UNIT 5, ACCORDING cq V OD OF PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. DOUGLAS MILLAR and LINDA MILLAR PROFESSIONAL TITLE OF INDIAN RIVER, INC. SURVEYOR'S NOTES: O 1. BEARINGS SHOWN ARE BASED ON THE CENTERLINE OF EVERNIA I STREET AS S 00°03'00' WAS PER RECORD PLAT. - O IA' i3.8' 3.4' Ln Ln -. 2. NO INSTRUIIEM OF RECORD REFLECTING EASEMENTS, R1- f�OF 4 WAY ANDIOR OWNERSHIP WERE FURNISHED -TO THIS SURVEYOR 0-'m 5/8' IRON RRAR WFTM-PLASTIC CAR STA MM W1T.CORNER PLS 4696• FXCEPi AS SFIOWN.: NO TITLE OPINION IS EXPRESSED OR 1Mf9IED. O - FOUND NAIL 6.1-1/4' STEEL DISK NO STAMPING UNLESS NOTED LOT 29 3. THIS SURVEY IS NOT INTENDED TO LOCATE EXISTING UNDER- p BLOCK 164 PREPARED BY: EXCEPT AS SHOWN. co ,6 FLORIDA LAND SURVEYING BUSINESS #6637 0 10749 HIGHWAY U,S.1, SUITE A. SEBASTIAN, FLORIDA 32958 FL DOD INSURANCE RATE MAP 12061 C0078 E, DATED MAY 4, 1989. PHONE 772-388-0520 FAX 772t388-2012 _ 5. DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CERTIFIED CORRECT To THE BE3MFMY KNOWLEDGE AND BELIEF IN SURVEY IS SUBURBAN, I FOOT IN 7,500 FEET. AR I Z .c 7.4' 15.2' I i — � APPRO7OMATE 70P OF SLOPE -j_ ]0' P.U.6 D.E. 8 `✓ D]TCH� ~;YO N 0003'00" E 80.00'p. (N OO°03'00' E SOOT M.) LOT 6 LOT 5 BLOCK 165 BLOCK 164 LEGAL DESCRIPTION: BOUNDARY SURVEY LOT 30, BLOCK 164, SEBASTAIN HIGHLANDS, UNIT 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 702 CERTIFIED TO: OF PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. DOUGLAS MILLAR and LINDA MILLAR PROFESSIONAL TITLE OF INDIAN RIVER, INC. SURVEYOR'S NOTES: COMMONWEALTH LAND TITLE INSURANCE COMPANY 1. BEARINGS SHOWN ARE BASED ON THE CENTERLINE OF EVERNIA STREET AS S 00°03'00' WAS PER RECORD PLAT. - LEGEND: - O- FOUND 1-1/4' IRON PIPE, NO CAP 7 etn tMa-"nl AFtJT nF RFrnRA REFI FCTING EASEMENTS, RIGHTS OF • -FOUND 1-1/8' IRON PIPE, NO CAP 2. NO INSTRUIIEM OF RECORD REFLECTING EASEMENTS, R1- f�OF O' FOUND 1-lAi' IRON PIPE, NO CAP WAY ANDIOR OWNERSHIP WERE FURNISHED -TO THIS SURVEYOR 0-'m 5/8' IRON RRAR WFTM-PLASTIC CAR STA MM W1T.CORNER PLS 4696• FXCEPi AS SFIOWN.: NO TITLE OPINION IS EXPRESSED OR 1Mf9IED. O - FOUND NAIL 6.1-1/4' STEEL DISK NO STAMPING UNLESS NOTED O- SET NAIL G i' STEEL DISK, NO STAMPING 3. THIS SURVEY IS NOT INTENDED TO LOCATE EXISTING UNDER- GROUND FOUNDATIONS, ENCROACHMENTS OR ANY IMPROVEMENTS PREPARED BY: EXCEPT AS SHOWN. CECRLE LAND SURVEYING, INC FLORIDA LAND SURVEYING BUSINESS #6637 4. THE LOT SHOWN HEREON IS LOCATED 1N ROOD ZONE X' PER 10749 HIGHWAY U,S.1, SUITE A. SEBASTIAN, FLORIDA 32958 FL DOD INSURANCE RATE MAP 12061 C0078 E, DATED MAY 4, 1989. PHONE 772-388-0520 FAX 772t388-2012 _ 5. DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CERTIFIED CORRECT To THE BE3MFMY KNOWLEDGE AND BELIEF IN SURVEY IS SUBURBAN, I FOOT IN 7,500 FEET. CONFORMITY WITH THE MINIMUM TECHIVICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND'SURLEYORS, PURSUANT TO CHAPTER ABBREVIATIONS: 61617-6 FLORIDA ADMINISTRATIVE CODF-THS SURVEY IS PREPARED AND P -PLAT M -MEASURED RIW-RIGHT OF WAY A/C -AIR CONDITION CERTF1E11 FOR THE UCLUSIVE USE Of THE. CLIENT OR CLIENTS NAMED 4 -CENTERLINE COV. -COVERED 1S -LAND SURVEYOR HEREON, THIS SURVEY S NOT VALID WITHOUT THE SIGNATURE AND THE O.U.L-OVERHEAD UTIUTY LfNFS CONC.-CONCRETE ORI TlACR1{i5t! CENSED SURVEYOR AND MAPPER. PU6-DE-PUBLIC UTILITY & DRAINAGE EASEMENT Et PLS -PROFESSIONAL LAND SURVEYOR j LB -LAND SURVEYING BUSINESS . TH ALL i RLE; :P.L.,S. 4896 BOUNDARY SURVEY 3-21-2007 1 SCALE 1'=20' 1 FIELD BOOK 76-72 1. SHEET I OP i I PROJECT NUMBER 07-41 Je[�a�iu ueisec[as ae4�t�i gnoa Y � Ua Owm m J Z < Z � 00 � w L U � X � G II ( I II 0 II N I I I (n LO ^ X d x N v N N 2 (\ X \ I J N � � N % C co O� X 0 , d \ CD In M < N I � I r- < ca .� < NN O a X X N co C W N M W —0 H H L� N J a O LD x � \ N < W m W CJ WLn Lj I I aoo II D- of I I o-@ I I \ 'O J O M L 00 a c J < _ t W G U U O 0 O (N Z g U N Q-If1dN1210 Q N011VJ1-411 2114410 ON -G- aNIMN91c- Q31`dN91S JQ-2N1210d 2I-0`gA o ioz X1-4- 421-2_L {V 17 019MO=IN07 N919-26 S ue,d a5eleD 0 0 N U p w a w w i ow r ,DQ w r ' U N Q co W IL I n Q 2 + Q QQ E� G-2 Li ElJ Z OCY7lS ~-, 2 nw- l.7 L� Li wI Q to W Li U ? W.. Wa Q'QWO Z J Q Q v N U 0 2' ,Wr Li W QQDyJZ wn �W 33w�wE 0 O (/a r O 0- ©,y N 0 �_ U U W o\a O 3 w w L 0] U W Q XQc W K Z I G U U O C3 \ L.� F , Y p Q O J m - V) z O NCJ rd W Q O K O O J W Q O J < a Q Z<M C=. 0 O (/a r O 0- ©,y N 0 �_ Z U W o\a m 3 w w L 0] U W (n XQc W K Q Z cD U F- U U O J Z X < Q Z �_ U U W U Q = a W 0] U m U � < O O W N H . 2 b Q N X z JW NCJ -ebastlan Bundling fo - Fww .0v A WERN CODE gompumeE Ir /Z 4 (h a =s'dan BuRding Drpartnent M BOARD SURVEY RED PRIOR To MAB ,TION. FINAL SURVEY QUIRED FUR C/o. 12' X 8-8' DOOR DP -24, -26 PSF pq m N TR TWO WAY--_, 110 AMP PANEL OIQAD OUTLET av m I 4' 3000 PSI CONCRETE SLAB WITH 6X6WI.4W1.4 WWF I' FROM TOP OF m SLAB ON 6 MIL VISQUEEN ON TERMITE TREATED CLEAN SAND FILL COMPACTED TO 95% MAX DENSITY m _16"X20" FTG. W/ (3)#5 (2) #5 EA_ CELL __EA SIDE GARAGE DOOR -7 TWO WAY W_ tw SIDE ELEVATION 0 Q. N" c W I v) Ln x D o So npa O x ar N+ Ln o II 0 r— nir_- v&�ciJ�`C PERMIT# Olvcw `T HOME cF PELICAN ISLAND BUILDING DEPARTMENT 1225 MAIN STREET - SEBASTIAN. FLORIDA 32958 TELEPHONE. (772) 589-5537 - FAX (772) 589-2566 OWNER/BUILDER PERMIT APPLICATION ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135 TRACKING # MAI INDIAN RIVER COUNTY PARCEL ID # 3f -3}`'! ! �OQ���OyD'tO(%Li3C3EIVED Bl� LOT: BLOCK: l 7 SUBDIVISIONMA-k�ZONE: X TYPE OF WORK: NEW FX/1 ADDITION =ALTERATION = REPAIR =DEMOLITION WORK INCLUDES: STRUCTURAL Ill ELECTRICAL L] PLUMBING Z MECHANICAL ROOFING ® OTHER g WORK DESCRIPTION:%% ESTIMATED JOB VALUE: /�$ 7�� TOTAL S/F ff��� UNDER AIR i'✓�,i JOB NAME: / 11ZZA4 JOB ADDRESS: /li,- 2 L i1,6/QZ21h ST PROPERTY OWNER'S NAME: ADDRESS: CITY/STATE: PHONE: 702 -6�?5 _.,,5 f[ O ZIP CODE CONTRACTOR: LICENSE #: ADDRESS: PHONE: CITY/STATE: ZIP CODE ARCHITECT/ENGINEER: �l�F Y � / % c �' PHONE: ; � 7;? -699-6 2 � 9 CITY/STATE: ZIP CODE: PRESENT USE:L-�?Z7V 1,07- PROPOSED USE-4,� &7,-'.�JfLl i�-�,4!&,/CCUPANT LOAD: NUMBER OF: STORIES= BAYS= UNITS= BEDROOMS= HEIGHT=/q'3" TYPE OF CONSTRUCTION: B5 OCCUPANCY TYPE: AREA IS THE BUILDING PRESENTLY EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM? YES � NO BONDING COMPANY: 119 PHONE: ADDRESS: CITY/STATE: MORTGAGE LENDER: I`I PHONE: ADDRESS: CITY/ STATE: FEE SID'IPLE TITLE HOLDER:. o uA AlD L IAMA 71-I d G-Ap- PHONE: ADDRESS: /Oa2 (� E� % J d $ f ITY/STATE: ,Sk�,4<7 / N 7 C '% 5' i SE HOME OF PELICAN ISLAND ENGINEERING/PUBLIC WORKS 1225 Main Street Sebastian, FL 32958 (772) 589-5490 Phone (772) 589-6209 Fax DRIVEWAY/DRAINAGE PERMIT APPLICATION Tracking # 1400DOV % Permit #: % . Applicant's Name: DDC b /�=j fl Phone: 7 7,; Address: 102,2( EV,,-­�& -_5 T Lot: S Block: /6 q Unit Adjacent Street: 6,IR 1)f-A/ZI Zoning: Legal DescriptionZ 1-064 /4 1Y,LE6dST/Aid h1/*1L74�11 f 1J/t%I T � Owner: bQ04 6 2 G!!',M4Phone: 7 Contractor: ZIA12ZZ ZO,U Z4� �Q 'i- 60,AA W 90,5 SMU 5 Phone: .3�;k / - J 7 _&q 7 Proposed Construction Start: _Z 7-/ Li Finish: /,7 -/y CONDITIONS OF PERMIT 1. The applicant shall be required to follow the procedures and meet the requirements as outlined in City of Sebastian Code of Ordinance Section 26-2, Section 90-86 and Section 90-87. 2. The applicant must protect affected utilities. 3. The applicant shall not obstruct nor create a hazard to any traffic during execution of the work and shall be responsible for repair of any damage to existing pavement or other facilities caused by his/her operations. 4. The applicant shall complete construction within 180 days from the date the pennit is issued after which time the permit will be voided. 5. Driveway/Drainage Permit fees will $100.00 payable at time of application submittal. MINIMUM SKETCH REOUIREMENTS 1. The sketch shall be on paper no larger than I l" x 17" 2. The scale shall be 1" = 20" 3. The following information (as applicable) shall be in the lower right corner: Subdivision name, zoning, project location, lot, block, unit number contractor's naive and phone number 4. The minimum graphic requirements are as follows: Location and length of culvert pipe, lot and structure dimensions, street names, north arrow and radius curbing for commercial, industrial and multi -family uses. I here by certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be compiled with the granting of an approval does not presume to give authority to violate or cancel the provisions of any other state or local law regulating constructions or the performance of construction. Signatur Qualifier or Owner -Builder Printed Name of Qualifier or Owner -Builder t_ / _f OFFICE USE ONLY DATE:I RECEIPT APPLICA ION RECEIVE INFORMATION & PERMIW DRIVEWAY CLERK CONSTRUCTION PERMIT APPROVAL CITY ENGINEER 1 F 0 aw Of HOME OF PELICAN ISLAND Community Development Department Site Plan & Conditional Use Review Staff Report Project Name: Watercrest Assisted Living Facility Requested Action: a. Approval of a site plan for a two-story, 89 -bed assisted living facility consisting of a 37,700 SF building footprint with 64,788 SF under air, along with required parking, stormwater, and landscaping. b. Approval of a conditional use permit for an assisted living facility. Project Location a. Address: 13085 U.S. 1 b. Legal: A portion of Lot 20, Town of Wauregan subdivision. Full legal description on file. C. Indian River County Parcel Number: 30-38-21-00001-0000-00020.1 4. Project Owner: Watercrest Senior Living, LLC 44524 th Street, Suite 300 Vero Beach, Florida 32960 (772) 539-4554 5. Project Applicant: Mark Chilcott 6. Project Engineer: 7. Project Surveyor: Mr. Aaron Bowles, P.E. MBV Engineering, Inc. 1835 20t Street Vero Beach, FL 32960 (772) 569-0035 Steve Cartechine, LS Indian River Survey, Inc. 1 18352 oth Street Vero Beach, FL 32960 (772) 569-7880 8. Project Description a. Narrative of proposed action: Application has been made for site plan approval of an assisted living facility to be located at 13085 U.S. 1. The proposed plan includes a two-story 89 -bed facility, with associated parking, drives, sidewalks, drainage, and landscaping. Access to the site will be via U.S. 1, with an additional access drive through the Shady Rest Mobile Home Park to the north. Water and sewer service will be provided by Indian River County Utilities. Application has also been made for a conditional use permit for the assisted living facility, which the City classifies as a nursing home, rest home or convalescent home. In addition, a waiver from a portion of the Riverfront Overlay District landscape requirements has also been requested. b. Current Zoning and Land Use: Land Use: RMU (Riverfront Mixed Use) Zoning: CR (Commercial Riverfront) c. Adjacent Properties Site Characteristics (1) Project Area: (2) Current Land Use(s): (3) Soil: (4) Vegetation: (5) Flood Hazard: iK 3.16 acres vacant St. Lucie sand Pines, oaks, and grass Zone X Zoning Current Land Use Future Land Use North CR Shady Rest Mobile Home Park RMU East CR medical office RMU South PS St. Sebastian Catholic Church INS West CR Shady Rest Mobile Home Park RMU Site Characteristics (1) Project Area: (2) Current Land Use(s): (3) Soil: (4) Vegetation: (5) Flood Hazard: iK 3.16 acres vacant St. Lucie sand Pines, oaks, and grass Zone X (6) Water Service: (7) Sanitary Sewer Service: (8) Parks: (9) Police: (10) Fire: 9. Comprehensive Plan Consistency Indian River County Utilities Indian River County Utilities Main Street Park — 1.4 miles Sebastian — 1.25 miles Roseland Fire Station —.5 miles a. Future Land Use: consistent b. Traffic Circulation: consistent C. Housing: consistent d. Public Facilities: consistent 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: 24' C. contours and designated number of dwelling units: 89 beds d. square footage of project area: 137,529 SF e. building coverage: 37,700 SF = 27.41% (30% maximum) f. square footage of impervious areas and open area: impervious 72,369 SF = 52.47% (80% maximum) open 65,160 SF = 47.53% (20% minimum) 3 g. setbacks: *A variance was granted by the Board of Adjustment on February 26, 2014 to allow a reduction of the rear setback from 30 feet to 20 feet. See the variance order attached. h. scaled drawings of the sides, front and rear of the building or structure: Provided. L generalized floor plan indicating uses and square footage of each proposed use within each building or structure: Provided. j. Building exterior construction materials and color: Provided. k. building height: 35' (maximum 35') I. location and character of all outside facilities for waste disposal, storage areas, or display: Provided. M. location and dimensions of all curb cuts and driveways: Provided. n. number of spaces with their location and dimensions: Provided. Parking Required: .6 spaces per bed x 89 beds = 53 spaces* *A variance was granted by the Board of Adjustment on February 26, 2014 to reduce the parking requirement from .6 spaces per bed to .5 spaces per bed, resulting in the following: Parking Required: .5 spaces per bed x 89 beds = 45 spaces Parking Provided: 45 spaces o. details of off-street parking and loading areas (including requirements of Article XV): Provided. P. all off-street vehicular surfaces available for maneuvering: Provided EI Required Proposed Front 0' 80.02' Side North -residential) 10' 50.23' Side (South) 5' 20.00' Rear West -residential * 30' 20.00' *A variance was granted by the Board of Adjustment on February 26, 2014 to allow a reduction of the rear setback from 30 feet to 20 feet. See the variance order attached. h. scaled drawings of the sides, front and rear of the building or structure: Provided. L generalized floor plan indicating uses and square footage of each proposed use within each building or structure: Provided. j. Building exterior construction materials and color: Provided. k. building height: 35' (maximum 35') I. location and character of all outside facilities for waste disposal, storage areas, or display: Provided. M. location and dimensions of all curb cuts and driveways: Provided. n. number of spaces with their location and dimensions: Provided. Parking Required: .6 spaces per bed x 89 beds = 53 spaces* *A variance was granted by the Board of Adjustment on February 26, 2014 to reduce the parking requirement from .6 spaces per bed to .5 spaces per bed, resulting in the following: Parking Required: .5 spaces per bed x 89 beds = 45 spaces Parking Provided: 45 spaces o. details of off-street parking and loading areas (including requirements of Article XV): Provided. P. all off-street vehicular surfaces available for maneuvering: Provided EI q. surface materials: Provided. r. number of employees: 26 on day shift, less on other shifts S. type of vehicles owned by the establishment: 1 small mini -bus t. If there is a combined off-street parking facility, required agreements: n/a U. Location of all pedestrian walks, malls, yards and open spaces: Provided. V. location, size, character, and height or orientation of all signs: Provided. W. location and character of landscaped areas and recreation areas: Provided. X. location, design and character of all public, semi-public, or private utilities: Provided. Y. location, height and general character of perimeter or ornamental walls, fences, landscaping: Provided. Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: Provided. aa. location of existing easements and right-of-way: Provided. An additional drainage easement will be granted to FDOT as a conditional of their FDOT permits. 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. 5 C. commercial and industrial activities conducted in enclosed buildings: Yes C. exterior lighting: Provided. 13. Access, internal circulation, off-street parking and other traffic impacts: a. internal circulation system design and access/egress considerations: Provided. A recorded access easement between the subject property and the Shady Rest Mobile Home Park must be provided. b. separation of vehicular and pedestrian areas: Provided. 14. Traffic impacts: Traffic analysis report provided by Traffic & Mobility Consultants, 1507 S. Hiawassee Road, Suite 212, Orlando, FL 32835. 15. Open space and landscape (including the requirements of Article XIV): a. Name, address and phone number of the owner and designer: Randy Buchanan, Landscape Dynamics Construction Co., Inc., P. O. Box 2852, Winter Park, FL 32790. (407)579-1811 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: All landscaping to be irrigated by an automatic irrigation system. Location of sprinkler heads, etc. to be determined during installation. j. Calculations of required type, dimensions and square footage of landscape materials and of required landscape areas, including: total 0 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. Applicant has requested a waiver from a portion of the Riverfront Overlay District landscape requirements. This request is detailed in a separate staff report specifically addressing the waiver. k. Location of required landscape areas and dimensions: Provided. I. Location, name, height and size of all existing plant material to be retained: Provided. M. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: Provided. n. Height, width, type, material and location of all barriers of nonliving material: Provided. o. Location, dimensions and area of landscaping for freestanding signs: Not provided. P. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: Provided. q. Additional landscape considerations: Per Section 54-4-18.4(f)(3) of the Land Development Code, the Planning and Zoning Commission shall give conceptual approval of the landscape plan and the Community Development Director shall give final approval of the plan. 16. Required screening of abutting residential and nonresidential uses: Provided. A Type A buffer, enhanced with 16 -foot canopy trees planted at 25 -foot intervals will be provided along the west property line, per the terms of the variance granted on February 26, 2014 by the Board of Adjustment. 17. Flood prone land and wetland preservation: n/a 18: Surface water management: Provided. 19: Available potable water: Indian River County Utilities 20: Wastewater service: Indian River County Utilities 21: Soil erosion, sedimentation control and estuary protection: Provided. 22. Additional considerations: The following agencies/staff have reviewed the site plan. Unless otherwise noted, all comments have been addressed. 7 Frank Watanabe, City Engineer Indian River County Utilities Department Indian River County Fire Department Environmental Health St. Johns River Water Management District FDOT (permits pending, drainage easement to be granted) Indian River County Traffic Engineering Wayne Eseltine, Building Director Sebastian Police Department Sebastian Public Works Department The site plan presented for consideration includes a portion of land approximately 30'x 220' which will be purchased from the St. Sebastian Catholic Church property. A cursory review of the division of the church property was requested by Mark Chilcott of Watercrest Senior Living Group on behalf of the church. See attached letter dated May 17, 2014. An application for "Division of a Single Lot" for the St. Sebastian Catholic Church property has been received and will be processed following the site plan and conditional use public hearings. The purchase and incorporation of the small parcel to the Watercrest property by a recorded Unity of Title is included as a condition of site plan approval. On February 26, 2014, the Board of Adjustment approved a variance to reduce the parking requirements from .6 spaces per bed to .5 spaces per bed, in keeping with current industry standards. A variance was also granted to reduce the rear yard setback which abuts a residential use from 30 feet to 20 feet, conditional upon installation of a Type A buffer along said property line, enhanced with 16 -foot canopy trees planted at 25 -foot intervals. 23. Conditional Use — Nursing homes (including rest homes or convalescent Homes): Required Findings (Section 54-2-6.2(d): a. Is so designed, located, and proposed to be operated so that the public health, safety and welfare will be protected. The proposed project provides all necessary elements of a site plan including drainage, access drives, parking and landscaping, all designed to protect the public health, safety and welfare of the future residents of the site as well as the surrounding area. b. Does not present an unduly adverse effect upon other properties in the impacted area in which it is located. There appears to be no adverse effect on the surrounding area. C. The scale, intensity and operation of the use shall not generate unreasonable noise, traffic, congestion or other potential nuisances or hazards to contiguous residential properties. The overall design will minimize the impact to the 0 existing residential uses west of this site, and will provide a Type A buffer enhanced with 16 -foot trees planted at 25 -foot intervals. d. Conforms to all applicable provisions of the district in which the use is to be located. The proposed use, an assisted living facility, conforms to the provisions of the Commercial Riverfront zoning district, as modified by the variances approved by the Board of Adjustment on February 26, 2014. . e. Satisfies specific criteria stipulated for the respective conditional use described in subsection 54-2-6.4(30): 1) No building or structure shall be located closer than 30 feet to any lot line which abuts a residential district. The subject site does not abut a residential district. 2) No off-street parking shall be located closer than 15 feet to any lot line which abuts a residential district. The subject site does not abut a residential district. 3) Adequate provisions shall be made for service vehicles with access to the building at a side or rear entrance. A service entrance is provided on the north side of the building. 4) Screening: All side and rear yards shall be screened in accordance with the standards established in Section 54- 3-14.16 of this chapter. Screening has been provided in accordance with Section 54-3-14.16. 5) Building design shall incorporate provisions for safety which mandate rear and front doors for emergency evacuation and require a safe and convenient design of internal systems for the transport of patients within these facilities. Sprinkler systems approved by the building official shall be required. Acknowledged. Elevations and floor plans have been reviewed by the Building Director. The commercial sprinkler system will require a separate building permit application and plans that will be reviewed and approved by the Building Director. 24. Staff Conclusion: a. The proposed assisted living facility conditional use is consistent with the Comprehensive Plan and the Land Development Code. b. The proposed site plan is consistent with the Comprehensive Plan and the Land Development Code. 41 25. Recommendation: Hold public hearing regarding the Watercrest Assisted Living Facility site plan and conditional use for an assisted living facility. Staff recommends approval of the conditional use permit for an assisted living facility at 13085 U.S. 1. Staff recommends approval of the Watercrest Assisted Living Facility site plan located at 13085 U.S. 1, with the following conditions: 1. Provide a copy of the recorded access agreement between the subject property and the Shady Rest Mobile Home Park property. 2. Acquire a 30' x 220' parcel of land from the St. Sebastian Catholic Church, and provide a copy of a recorded Unity of Title connecting said parcel to the Watercrest Senior Living LLC property. 3. FDOT permits are pending, and require the property owner to grant FDOT an easement. Provide copy of final FDOT permits and easement documents. 4. Grant of landscape waiver as requested, or as modified by the Planning and Zoning Commission. If waiver is denied, a revised landscape plan must be submitted in full compliance with the Riverfront Overlay District requirements. R PARE B 10 /0 `c3O /14 DATE BOARD OF ADJUSTMENT City of Sebastian, Florida Application for Variance: Michael Kinzley, owner Case No. 14 -VAR -1 FINDINGS OF FACT, CONCLUSIONS OF LAW AND ORDER THIS CAUSE came on for public hearing before the Board of Adjustment of the City of Sebastian on February 26, 2014. Based upon the testimony and all of the evidence presented, the Board of Adjustment enters the following: FINDINGS OF FACT 1. The subject property is located at 13085 U.S. 1, consists of 3 acres and is identified as Indian River County Parcel 30-38-21-00001-0000-00020.1 (hereinafter identified as Subject Property). 2. Todd Howder of MSV Engineering, as representative for the owner, Michael Kinzley, has requested the following non-use variances for the Subject Property: a. Variance from Section 54-2-5.4(d)(5) = A reduction of the rear yard setback along the west property line from 30 feet to 20 feet. b. Variance from Section 54-3-15.2 — A reduction of the required parking for an assisted living facility from 52 spaces to 44 spaces. 3. Public notice of this hearing was published on February 11, 2014, in the Press Journal, a newspaper of general circulation in the City of Sebastian. Notice of the hearing was also mailed to property owners within three hundred (300) feet of the Subject Property, as shown in the records of the Property Appraiser of Indian River County, and in accordance with the requirements of Section 54-1-2.8 of the Sebastian Land Development Code. Notice of hearing was also mailed to all residents of Shady Rest Mobile Home Park. 4. The Community Development Department of the City of Sebastian prepared a staff report and analysis of the application and identified the criteria for determining variances, Section 54-1-2.5, Sebastian Land Development Code. 5. Todd Howder, project manager for MBV Engineering, Inc. and representative for the owner, explained the overall project, the requested variances, and the justifications therefore. 6. No member of the public testified in favor of the application. 7. Claire Ranahan, a resident of Shady Rest Mobile Home Park, asked for additional information. She stated she was not opposed to the project. CONCLUSIONS OF LAW Based upon a careful consideration of the evidence presented, and the applicable provisions of the Land Development Code of the City of Sebastian, the Board of Adjustment hereby determines that the requirements for granting the requested non-use variances have been satisfied. Specifically, these requirements are: 1. The existence of special conditions or circumstances; 2. The conditions were not created by the applicant; 3. Special privileges are not being conferred; 4. Hardship conditions exist; 5. Only the minimum variance is being granted; 6. There is no injury to the public welfare or to the intent of the ordinance; and 7. This is not a use variance. Based upon the foregoing Findings of Fact and Conclusions of Law, a motion was made to approve the requested variances with conditions as follows: 1. Approve variance from Section 54-2-5.4(d)(5), reducing the required 30 -foot rear yard setback along the west property line to 20 feet, conditional upon the installation of a Type A buffer along said property line, enhanced with 16 -foot canopy trees planted at 25 -foot intervals. 2. Approve variance from Section 54-3-15.2, reducing the required parking from 52 spaces to 44 spaces. The motion was made by Board Member Richard Gillmor, seconded by Board Member Andrea Coy, and adopted by the Board by a vote of 5 in favor and 0 against. Therefore, the requested variances were GRANTED, with the above conditions. 2 DONE AND ORDERED in the City of Sebastian, Indian River County, Florida, this 26"' day of February, 2014. ATTEST: Clerk to the 114rd of Adjustment f .A 3 CITY OF SEBASTIAN Bob McPartlan, Chairman Board of Adjustment 1. j a.L `7, 20 I �1 date LM OF ,SEI HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 www.cityofsebastian.org May 17, 2014 Mr. Mark K. Chilcott Vice President of Development Watercrest Senior Living Group, LLC 44524 th Street, Suite 300 Vero Beach, FL 32960 RE: Division of Lot 13075 U.S. 1, Sebastian, FL I understand that Watercrest Senior Living Group, LLC has a portion of property currently owned by the Diocese of Palm Beach (the "Diocese") under contract for purchase (the "Purchase Parcel"). A sketch and description of the Purchase Parcel is attached to this letter. I also understand that should Watercrest proceed to acquire the Purchase Parcel, the Diocese will continue to own the remaining church property which is located at 13075 U. S. 1, Sebastian, FL 32958 (the "Master Parish Site"). Pursuant to your request, this letter is to confirm to Watercrest and the Diocese that the removal of the Purchase Parcel will not make the Master Parish Site a non -conforming lot and no further platting of the Master Parish Site will be required by the Diocese. Upon receipt of the application for "Division of a Single Lot" prepared in accordance with the sketch and description as attached hereto, staff will prepare a formal letter of approval for the lot split. Should you or the Diocese have any further questions, please feel free to contact me. Sincerely, Jan King rD-- Senior Planner SKETCH & DESCRIPTION SECTION 21, TOWNSHIP 30 SOUTH, RANGE 38 EAST FLEMING GRANT PARCEL SHEET I OF 2 NOT VALID WITHOUT THE SKETCH ON SHEET 2 OF 2 LEGAL DESCRIPTION: A PORTION OF THE NORTH 30.00 FEET LOT 21, OF WAUREGAN SUBDIVISION, ACCORDING TO THE PLAT FILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF BREVARD COUNTY, FLORIDA, IN PLAT BOOK 1, PAGE 75; AND REFILED IN PLAT BOOK 1, PAGE 178 AND 179, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; SAID LAND NOW LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA, LYING WEST OF U.S. HIGHWAY NO. 1, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE POINT OF BEGINNING AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1, WITH THE SOUTHEASTERLY BOUNDARY OF LOT 20, OF SAID WAUREGAN SUBDIVISION; THENCE 545'28'49"W ALONG THE COMMON BOUNDARY LINE BETWEEN LOTS 20 AND 21 OF SAID WAUREGAN SUBDIVISION A DISTANCE OF 224.66 FEET; THENCE 544'31'11"E A DISTANCE OF 30.00 FEET; THENCE N45'28'49"E ALONG A LINE THAT IS PARALLEL TO AND 30.00 FEET SOUTH THE SAID COMMON BOUNDARY LINE BETWEEN LOTS 20 AND 21 A DISTANCE OF 220.43 FEET TO THE AFOREMENTIONED WESTERLY RIGHT OF WAY OF LINE OF U.S. HIGHWAY NO. 1, BEING A CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 11459.20 FEET; THE NORTHWESTERLY ALONG SAID WESTERLY RIGHT OF WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE OF 00'09'05" FOR AN ARC DISTANCE OF 30.30 FEET TO THE POINT OF BEGINNING. CONTAINS 0.15 ACRES MORE OR. LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS OF WAY OF RECORD, IF ANY. SURVEYORS NOTES: 1.) BEARINGS BASED ON THE ASSUMPTION THAT THE SOUTHEASTERLY LINE OF LOT 20 OF WAUREGAN SUBDIVISION BEARS S45'28'49"W. PREPARED FOR: WATERCREST SENIOR LIVING GROUP, LLC DRAWN BY: SPC ICHECKED BY: M:\DRAWNCS\SURVEYS\PROJECTS\000-IRS-13\IRS 13-372\DWG\ IRS -13-372 W—parcel sketch & desc.dwg Apr. 07, 20;4 — 223pm Wew: SKETCH & DESC PROFESSIONAL SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE STEVE CARTECHINE FLORIDA CERTIFICATE NO. 4895 CERTIFICATE OF AUTHORIZATION #LB 7545 DATE OF SIGNATURE NOT VALID UNLESS SIGNED AND SEALED PREPARED BY: INDIAN RIVER SURVEY, INC. ADDRESS: 1835 20TH STREET, VERO BEACH, FLORIDA 32960 PHONE: (772) 569-7880 REVISIONS: DRAWING N0.13-372 PD SKETCH & DESCRIPTION 38 EAST SECTION 21, TOWNSHIP 30 SOUTH, RANGE FLEMING GRANT PARCEL j S• IIIDHWA SHEET 2 OF 2 Y Np- I WESTERLY R/GHT pF dyAY L/NE POINT OF BEGINNING NOT VALID WITHOUT THE LEGAL RADIUS=11459.20' o DESCRIPTION ON SHEET 1 OF 2 CENTRAL ANGLE= 00 09'05" ARC LENGTH=30.30' 0 0 m (Z; 8� O o O � Ngo Qo Sao Scale: 1" = 30' 0 Jtio THIS IS NOT A SURVEY _ N ti N e�j O vKJ � ^v O 00ry�� ,N N Lr) z � L Z S4431'11 "E 30.00' PREPARED BY: INDIAN RIVER SURVEY, INC. PROFESSIONAL SURVEYING DRAWING NO.:13-372 PD AND MAPPING M: \ORAA;NCS\SURVEYS\PROJECTS t, 000-IRS-13\!RS 13-372\DWG\ ;RS -13-372 Yr -parcel sketch & dssc.dwg Apr. 07, 2014 - 225pm Vie.- SKETCH & DESC Indian River County, Florida Property Appraiser - Printer Friendly Map Print I Back 0 ParcelID 30382100001000000020.1 Indian River County GIS Page I of 1 OwnerName PropertyAddress SCHMEREIN JOHN & 13085 US HIGHWAY 1 SEBASTIAN, FL 32958 Notes http://www.ircpa.org/PrintMap.aspx 8/21/2014 4" • Permit Application City of Sebastian Applicant .If not owner, written' authorization notarized from owner is tepitgredl Marne: Watercrest Senior Living Group, LLC (contract to purchase) Address; 445 24th Street, Suite 300; Vero Beach, FL 32960 Phone Number., ( 772 ) 539 - 4554 FARC i��rr�b r � y E-WiL mchilcott@watercrestsig.com Tiqofperrr,lR or action r i t d Site Plan o CoLIPLETE, ONLY 'ISE SECTIOR S MIC14 ARE. NECESSARY FOR TI HE PCRMiF UR iiUiki THAT YOU ARE REQU.ESriNC, COPIES CSP wAILL MAPSSURVE t3AU�tw, STC. 5I4Li. BE 4i1ACMED A {fz 8Y Gilt=S {:M` Ai" rAC 1I LENTS SHALL SE INCWt9Et . �-MEAPPROPRIATtSUPk JkPt RNIA` iON FORK 4a cif appiio bC .: _ Watercrest ALF DATERECEIVED: FMS ALC = ' •UD RECEIVED BY: /547 Pe"nftAwlicAffark.No- [WE HEREBY WAIVE ANY OBJECTION OR DEFEt4SE ftt.)Aky HAVE, DUE TO THE UDICLAI; THE PRt E®ISS.,F;OUVMG, MOM: ANY B0A8JjC6.MmISSj0N,.j4jW it BE ENnRJNG dRt,'VIEWING THEPROPERTYj INC NG MY Q0 J�,LAJ ' N, QR :AS$ERTJON:. THAT: MYIOUR PRO.CEPURAL OR SUBSTANTIVE . DLE PROCESS . RIGHTS UNDER THE FL -ORI DA. aw"Vo This U -*ER vlo -A. N 01i E Ft T1115 N,4mR.AND CONSENT.18 BEING SI VOWNTARILY •4ND NOT AS A REFI fiFt RIA01m MAD: EGY NY y 00 0' r0l"OF 3 5-fvz"l DATE L Of-, 4, - , i, I o M,ERCIONAPPLIED � JESSICA HAWKINS MY COMMISSION # EE 0=7 EX2014 PIRES: October 22, rs Bonded Thru Notary Public Underwriters A&F0'-RTH'EPPUCATION, BLI, FEES- ARE' tSTA . tkOp 8Y UN RESOLUTIC OF CftY. OOCIL 'LF JIM3. ENOIN R. REVI16v (WHEW -At fKw)" Yti!(L3 tE* T E RWSPPN4jBjU,W OF THE APF� ��LEDUKENTSATE Permit ApPlicatio i • X 1. She size r'skq 0,r-. gra fejt; 137,529 SF X 2 Area of fm,WVJOus Shc ace lea squar6te 73,828 SF —L-3. Area of pervious surface in s ugirs f Vit, 63,701 SF X a. "(wet_i E MPlete ats af:site plan With 6frifigura>kit�n, frrii6hed (bund floor elevations, cont,ours, � designated numb er of dwelling unit, and, tam tq �Ie indiCatir r�i I a with "regulation s. (T set not t Oe soaleo AlrOc'itxVad, onal�rsis� f. er'Ostolrisedirr " ttan . nft, l n {'S SE°I'� Permit Applicaton. No. X The fbllo*ng information Is required :pp, all sits plansy, r ' .- PernfitApplic4flon No, =- Cit y Of S004 astlan HOME OF PELICMISIAND peolopmentoH- ;. a Icalon �Me iofpor Pb#69 qt' t Conditional Use �+}'1.1�+�'jA� �4 �7}.i `LiET�^}[ � ,Jt'y{�'+� �Tj�i �3�Sj �'y�a5 }[, �ryl5t,3�I'�s/�'t 9?1y�}°i( ��Ji�Jekf�i�F+�a�E�. �NECE8y8SARI'�yFFOyyFt�pij�i�4]��C}PERi�v;ITp4�+�ii}�ry��LC''TIO 'y��i^�XT�s1`.i�kiC .q�F��E{ F1 �at�%.i ST NG> 1d C -I ii3 ;iF c..L- RT!7Y6`4'; w7Vkve RSg DRAWINYS , iLrS+• 'ifs BE -A II�CIi,Eb ANS . {3- F%LAR 1 ATWHMENTS a1.3ALL INCUR ED,k7T�b i T E APPR6.P,PJ, TF-" SU�i. LINFO R1h�A fi0Nt FORK . Proj ct. ame(H ap Iccall�fe) Watercrest ALF FtrrOA pl catlpn Wa Phone Number; t E-14�eit �� I3Irr Mr. Aaron Bowles, P.E. - MBV Engineering, Inc. 1835 20th Street; Vero Beach, FL 32960 Plibbe..Nur-644 ,(772 } 569 x.0035 772 778 - 3617 E -Mail- mbveng@mbveng.com �`ur5re art Mr. Steve Cartchine, LS - Indian River Survey, Inc. Ad Wess - _ - 1835 20th Street; Vero Beach, FL 32960 h0n4 m' ber::(.772) 569 7880 FAX iurriber.: . 772 778-:.3617 "Alt stevec@indianriversurvey.com � 14.7O AI�� S B IB BE I J4 t^ Cil b teavv w� I I c I ovY Ia n_ SS.�,ur��'��� 1I Ti ,i S BTU { xK 2 'R1 EE! WA 6� NOTARY SEAU_:. JESSICAHAWKINS *: * MY COMMISSION # EE 003307 EXPIRES: October 22 2014 P doe Bon&dThroNotarYPublic0"derwters F PermA Applicaffpj�.,Nq, Signature, Commsuer Nd"./Ex piration: PLICATION FEES ARE ESTABLISHED BY'RESOLITT .1. CITY 00UNCIL, FEE $ FOR T. E GiTY` CONSU lf�w W, H- EN -A EQ 44 pjj�, LTING� ENO LL N TY UIR APV p j 'Ro $1810 ) OFT -HE I VGANT. HAWK1NS ffmJESSICA My COMMISSION # EE 003307 "'G'i �VOql Bonded EXPIRES: October 22, 2014 Thru Notary Public Underwriters PLICATION FEES ARE ESTABLISHED BY'RESOLITT .1. CITY 00UNCIL, FEE $ FOR T. E GiTY` CONSU lf�w W, H- EN -A EQ 44 pjj�, LTING� ENO LL N TY UIR APV p j 'Ro $1810 ) OFT -HE I VGANT. Permit Application No. Supplemental Information = Conditional Use Permit 7iCbfE:{� 9EL:CAN i3L4iVD X 1. Describe the use for which this conditional use permit is being requested: Assisted Living Facility within CR zoning district. X 2. Describe how the proposed use is designed, located, and proposed to be operated so that the public health, safety and welfare will be protected. If not, why not: All design aspects for water, drainage, ADA will be maintained The proposed ALF will meet all CR design regulations and actually provide less of an impact to the surrounding area as apposed to some of the permitted commercial uses. X 3. Describe how the proposed use will not adversely effect other properties. If not, why not: The proposed ALF will provide for less traffic on the surrounding roadways. It will be a lesser intense use than some of the proposed commercial uses. X 4. Each conditional use has specific criteria which must be satisfied for approval. The criteria for the various uses is described in subsection 54-2-6.4 of the Land Development Code. Attach a statement addressing the applicable criteria. Ask staff for a copy of the .criteria applicable to your request. 5. Attach a list of the names and addresses of all owners of parcels of real property within three hundred (300) feet of the parcel to be considered MOF BASTIU_% HOME OF PELICAN ISLAND Community Development Department Waiver Request - Staff Report 1. Project Name: Watercrest Assisted Living Facility 2. Requested Action: Waiver requested from Section 54-4-21.A.7 of the Riverfront Overlay District of the Sebastian Land Development Code, to allow a reduction to the total number of canopy trees, understory trees, and shrubs. Also, the perimeter landscape strip is proposed to be less than 10 feet in width in some areas. 3. Project Location a. Address: 13085 U.S. 1 b. Legal: A portion of Lot 20, Town of Wauregan subdivision. Full legal description on file. 4. Project Owner: Watercrest Senior Living, LLC 44524 th Street, Suite 300 Vero Beach, FL 32960 5. Landscape Engineer: Robert Buchanan Landscape Dynamics Construction Co., Inc. P. O. Box 2852 Winter Park, FL 32790 (407) 579-1811 6. Project Description: a. Narrative of proposed action: Randy Buchanan, on behalf of Watercrest Senior Living Group, LLC is requesting a waiver from the Riverfront Overlay District landscape code, proposing a reduction to the required number of canopy trees, and shrubs, as well as a reduction of the width of the perimeter landscape strip in some areas. b. Current Zoning: CR (Commercial Riverfront) C. Adjacent Properties: d. Site Characteristics (1) Total Acreage: 3.16 acres (2) Current Land Use(s): vacant (3) Water Service: Indian River County Utilities (4) Sanitary Sewer Service: Indian River County Utilities 7. Staff Comments: The landscape plan has been provided in the site plan packet. Staff has prepared two tables showing the contrast between our standard landscape code vs. the standard code with Riverfront Overlay District additions. Specifically, the request is to reduce the canopy tree requirement by 50 trees, and the foundation shrub requirement by 1098 shrubs. The applicant has provided additional information for consideration. The proposed landscape plan provides off-site landscaping on the church property to the south. Watercrest Senior Living LLC is purchasing a 30' x 220' strip of land from the St. Sebastian Catholic Church to be included in the ALF site plan. Once ownership of the property is transferred, the perimeter landscape strip belonging to the church will then be redeveloped as part of the assisted living site plan. The applicant has agreed to provide additional landscaping on the church property to meet the church landscape requirements in that area. Although not included in the Landscape Data chart on the Watercrest landscape plan, an additional 11 canopy trees, 9 cabbage palms and 208 shrubs will be planted along the perimeter of the church property. Also, many of the understory trees to be provided will have multiple trunks. Although a multiple trunk tree is still a single tree, it does provide a thicker appearance. 2 Zoning Current Land Use Future Land Use North CR Shady Rest Mobile Home Park RMU East CR Medical office RMU South PS St. Sebastian Catholic Church INS West CR Shady Rest Mobile Home Park RMU d. Site Characteristics (1) Total Acreage: 3.16 acres (2) Current Land Use(s): vacant (3) Water Service: Indian River County Utilities (4) Sanitary Sewer Service: Indian River County Utilities 7. Staff Comments: The landscape plan has been provided in the site plan packet. Staff has prepared two tables showing the contrast between our standard landscape code vs. the standard code with Riverfront Overlay District additions. Specifically, the request is to reduce the canopy tree requirement by 50 trees, and the foundation shrub requirement by 1098 shrubs. The applicant has provided additional information for consideration. The proposed landscape plan provides off-site landscaping on the church property to the south. Watercrest Senior Living LLC is purchasing a 30' x 220' strip of land from the St. Sebastian Catholic Church to be included in the ALF site plan. Once ownership of the property is transferred, the perimeter landscape strip belonging to the church will then be redeveloped as part of the assisted living site plan. The applicant has agreed to provide additional landscaping on the church property to meet the church landscape requirements in that area. Although not included in the Landscape Data chart on the Watercrest landscape plan, an additional 11 canopy trees, 9 cabbage palms and 208 shrubs will be planted along the perimeter of the church property. Also, many of the understory trees to be provided will have multiple trunks. Although a multiple trunk tree is still a single tree, it does provide a thicker appearance. 2 In addition, the perimeter landscape strip on the Watercrest landscape plan has been reduced at two points along the southern property line. Although the landscape strip is shown as 10 feet in width on most of the site, one area is reduced to 8 feet and another smaller area is reduced to 5 feet. 8. Board Criteria for Determining Waivers (Section 54-4-21.6): "As part of an application for development, a request may be made for a waiver of any of the provisions of this article (Article XXI. Performance Overlay Districts). The request shall be heard by the planning and zoning commission in determining if any such provision be waived, modified or applied as written. The planning and zoning commission shall hold a quasi-judicial hearing on the requested waiver. The criterion for granting a waiver or modification of any of the provisions of this article is whether the strict interpretation of the requirements of this article places an inordinate burden on the property owner as defined by Florida Statutes. The waiver procedure herein is the exclusive remedy to the application of the provisions of this article and is to be utilized in lieu of an application for a variance." 9. Staff Recommendation: The Planning and Zoning Commission shall hold a public hearing to consider the waiver requests. Staff recommends the Planning and Zoning Commission review the proposed landscape plan along with the charts prepared to show the contrast between the standard landscape requirements and the Riverfront Overlay requirements. The Planning and Zoning Commission may approve the waiver request as submitted, modify the request, or deny the request. re ared by Ja g 3 jo 1�4 Date Watercrest Assisted Living Facility Standard Landscape Code With Riverfront Overlay District Riverfront Overlay District Landscape Specifications: 1. Canopy trees to be minimum 12' with minimum 6' spread at planting. 2. Perimeter landscape shrubs to be minimum 36" at planting. 3. Foundation shrubs to be minimum 24" at planting. For consideration: Additional off-site landscaping will provide 11 canopy trees, 9 palms and 208 shrubs. Of the understory trees, 77 will have multiple trunks. Standard Unit Amount Required Amount Proposed Overage (Shortage) Canopy Trees: Street front perimeter 5/100' 309 LF 15 16 1 Other perimeters 5/100' North 410 LF 21 23 2 West 315 LF 16 16 - South 416 LF 21 18 (3) Off Street Parking 1/5 spaces 44 spaces 9 9 - Open Space 1/2000 SF 65,367 SF 33 12 (21) Foundation Canopy 1/7 244 LF 35 6 (29) Total Canopy Trees 150 100 (50) Understory Trees: Street front perimeter 6/100' 309 LF 19 18 (1) Other perimeters 6/100' North 410 LF 25 26 1 West 315 LF 19 19 - South 416 LF 25 42 17 Foundation Understory 1/10' 244 LF 24 27 3 Total Understory Trees 112 132 20 Shrubs: 24" O.C. Front 309 LF 155 114 (41) North 410 LF 205 195 (10) West 315 LF 158 157 (1) South 416 LF 208 97 (111) Total Perimeter Shrubs (36") 726 563 (163) Foundation Shrubs (24") 3/10 SF 3660 SF 1098 163 (954) Total Shrubs 1824 726 (1098) Riverfront Overlay District Landscape Specifications: 1. Canopy trees to be minimum 12' with minimum 6' spread at planting. 2. Perimeter landscape shrubs to be minimum 36" at planting. 3. Foundation shrubs to be minimum 24" at planting. For consideration: Additional off-site landscaping will provide 11 canopy trees, 9 palms and 208 shrubs. Of the understory trees, 77 will have multiple trunks. Watercrest Assisted Living Facility Standard Landscape Code Standard Landscape Specifications: 1. Canopy trees to be minimum 8' with minimum diameter of 1.5" DBH. 2. Perimeter landscape shrubs to be minimum 36" at planting. Standard Unit Amount Required Amount Proposed Overage (Shortage) Canopy Trees: Street front perimeter 1/25' 309 LF 12 16 4 Other perimeters 1/35' North 410 LF 12 23 11 West 315 LF 9 16 7 South 416 LF 12 18 6 Off Street Parking 1/5 spaces 44 spaces 9 9 - Open Space 1/2000 SF 65,367 SF 33 12 (21) Other canopy trees 6 6 Total Canopy Trees 87 100 13 Perimeter shrubs: 24" O.C. Front 309 LF 155 114 (41) North 410 LF 205 195 (10) West 315 LF 158 157 (1) South 416 LF 208 97 (111) Other shrubs provided 163 144 Total Perimeter Shrubs 726 726 - Standard Landscape Specifications: 1. Canopy trees to be minimum 8' with minimum diameter of 1.5" DBH. 2. Perimeter landscape shrubs to be minimum 36" at planting. SEBASTIAN ASSISTED LIVING FACILITY 72 HOURS BEFORE DIGGING CALL Tott FREE KNOW 1 BELOW SUNSN1101INESI ICOM ENGINEER'S PROJECT No. 13-330 SECTION 30, TOWNSHIP 21-5, RANGE 38-E CITY OF SEBASTIAN, FLORIDA OWNER WATERCREST SENIOR LIVING GROUP, LLC 445 24TH STREET, SUITE 300 VERO BEACH, FL 32960 ENGINEER 1'=MBV ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CONSULTING ENGINEERING CA #3728 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510 Ff. PIERCE, FL - PH (772) 468-9055 ARCHITECT KEVIN J. BESSOLO, AIA BESSOLO DESIGN GROUP, INC. 556 CENTRAL AVE. ST. PETERBURG, FL 33701 PHONE (727)894-4453 FAX (727)896-8662 SURVEYOR INDIAN RIVER SURVEY, INC. 1835 -20TH STREET VERO BEACH, FLORIDA 32960 - PHONE (772) 569-7880 INDEX OF DRAWINGS C1 COVER SHEET C2 EXISTING CONDITIONS C3 DEMOLITION PLAN C4 EROSION CONTROL PLAN C5 SITE PLAN C6 PAVING, GRADING, AND DRAINAGE PLAN NN` i y�:�ri �` • G8 LANE)seAPE PLAN AND DETAILS — (NOT USED) C9 SITE, PAVING, GRADING, AND DRAINAGE DETAILS 010 , w • C11 ��' :.4 'J+ .v� f . WATER DETAILS C13 LOCATION MAP " 72 HOURS BEFORE DIGGING CALL Tott FREE KNOW 1 BELOW SUNSN1101INESI ICOM ENGINEER'S PROJECT No. 13-330 SECTION 30, TOWNSHIP 21-5, RANGE 38-E CITY OF SEBASTIAN, FLORIDA OWNER WATERCREST SENIOR LIVING GROUP, LLC 445 24TH STREET, SUITE 300 VERO BEACH, FL 32960 ENGINEER 1'=MBV ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CONSULTING ENGINEERING CA #3728 1835 - 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510 Ff. PIERCE, FL - PH (772) 468-9055 ARCHITECT KEVIN J. BESSOLO, AIA BESSOLO DESIGN GROUP, INC. 556 CENTRAL AVE. ST. PETERBURG, FL 33701 PHONE (727)894-4453 FAX (727)896-8662 SURVEYOR INDIAN RIVER SURVEY, INC. 1835 -20TH STREET VERO BEACH, FLORIDA 32960 - PHONE (772) 569-7880 RECEIVED OCT! 3 1 2014 City of Sebastian Community Development Dept. ❑ AARON PE #5= INDEX OF DRAWINGS C1 COVER SHEET C2 EXISTING CONDITIONS C3 DEMOLITION PLAN C4 EROSION CONTROL PLAN C5 SITE PLAN C6 PAVING, GRADING, AND DRAINAGE PLAN C7 UTILITY PLAN G8 LANE)seAPE PLAN AND DETAILS — (NOT USED) C9 SITE, PAVING, GRADING, AND DRAINAGE DETAILS 010 SITE, PAVING, GRADING, AND DRAINAGE DETAILS C11 EROSION CONTROL DETAILS C12 WATER DETAILS C13 WATER AND SEWER DETAILS C14 LIFT STATION DETAILS C15 FDOT MOT PLANS RECEIVED OCT! 3 1 2014 City of Sebastian Community Development Dept. ❑ AARON PE #5= 72 HOURS BEFORE DIGGING cafL 7o/L FREE KNOW WINiS BEiOW 1 SUNS 1, M �C A j: It a J ...........� SOUM TERLY 440.]YiOJ F t f l tt �� r. • s'.^d M6�-:�.. r�1,.:,.•x In..7-• � ,...., xr rarz f� � ,a �Y � +F'P a / 't r /T1Afi �i - t � 1% Al. F„t,+'4�` / 1 /!I tt ht l .,.,r wx ,,.s .r-.=,,. '^.Y.v �� r F t R.dk,-11459.20' -LI .yg it ,f Ce fn a 91e 14447' L-gfh549.29' Ch—I Be A79 -054033F Chwd-349.27' 215 Oki .z: zs 4 f �{• -z � `-.. 4�1.� � J rt- �1t f eft K� f g cT r t 1 t 'j r t. t( 3: t s h % 'l�io yr 11 r � g. *'Y, 1 t — _ _ . .- 1 .. J;'! N452r49F z t W. r rr _. .— ...t N45^18'4H'E \ f l� : raa r ..,rdir. G n:-- u,.rs r, es. \ \. x."z. 23(143' \ t Taar \ — __ ( — --- — i 1 ._...�..._-... _. .r f i � f 3 : �t EXISTING CONDITIONS SCALE : 1' = 30' ...».,e.......,.w_«...«. '. 3 a t ' 4 \z t GRAPHIC SCALE ( IN FEET ) 3 inch = 30 ft JII �I NI nl al �l bin v a � r n 7 N I } m } II F U ¢' - A. o$ o 10 WNU,)n M M LL O W LL OQNN I I N in .^...r.. LL M O=X fDWam LL -a �' UwoD a� Zy� �QU KV' ZNZ OC�w WSz W >ZX ZW, Wn -,Vm� �Q4N Z wg0. z O O z O U 0 z H O J � U z '�n V � Z �_ Q z w J 6 c/)w 9 W U.0 Q U PARON J. BOWES R. P$.E.155313:(� TE: j4f'�1E ii SHEET C2 OF 15 13-330 yc l ,1 . a 4z ? _® ka cN (xo n) tm Z7 X.s. 72 HOURS BEFORE DIGGING cafL 7o/L FREE KNOW WINiS BEiOW 1 SUNS 1, M �C A j: It a J ...........� SOUM TERLY 440.]YiOJ F t f l tt �� r. • s'.^d M6�-:�.. r�1,.:,.•x In..7-• � ,...., xr rarz f� � ,a �Y � +F'P a / 't r /T1Afi �i - t � 1% Al. F„t,+'4�` / 1 /!I tt ht l .,.,r wx ,,.s .r-.=,,. '^.Y.v �� r F t R.dk,-11459.20' -LI .yg it ,f Ce fn a 91e 14447' L-gfh549.29' Ch—I Be A79 -054033F Chwd-349.27' 215 Oki .z: zs 4 f �{• -z � `-.. 4�1.� � J rt- �1t f eft K� f g cT r t 1 t 'j r t. t( 3: t s h % 'l�io yr 11 r � g. *'Y, 1 t — _ _ . .- 1 .. J;'! N452r49F z t W. r rr _. .— ...t N45^18'4H'E \ f l� : raa r ..,rdir. G n:-- u,.rs r, es. \ \. x."z. 23(143' \ t Taar \ — __ ( — --- — i 1 ._...�..._-... _. .r f i � f 3 : �t EXISTING CONDITIONS SCALE : 1' = 30' ...».,e.......,.w_«...«. '. 3 a t ' 4 \z t GRAPHIC SCALE ( IN FEET ) 3 inch = 30 ft JII �I NI nl al �l bin v a � r n 7 N I } m } II F U ¢' - A. o$ o 10 WNU,)n M M LL O W LL OQNN I I N in .^...r.. LL M O=X fDWam LL -a �' UwoD a� Zy� �QU KV' ZNZ OC�w WSz W >ZX ZW, Wn -,Vm� �Q4N Z wg0. z O O z O U 0 z H O J � U z '�n V � Z �_ Q z w J 6 c/)w 9 W U.0 Q U PARON J. BOWES R. P$.E.155313:(� TE: j4f'�1E ii SHEET C2 OF 15 13-330 72 HOURS BEFORE DIGGING C',. ToLL FREE KNOW � BELOW SUNSHM811-COM -1 2- TREE PROTECTIONFENCING (TTP.) SEE SHEET C8 FOR DETAIL x"F, ASPHALT MILLINGS TO BE REMOVED Xa� )OKI" EXISTNG TREE TO BE REMOVED YL (TYP-) EXISTING TREE v X TO BE REMOVED 2(ryp.) X".; x X" DEMOLITION PLAN SCALE: I' - 30' N4528'49 -E 22043 . .... ... . .... f. . . . ........ GRAPHIC SCALE ( IN FM) I 1—h = SO It. LEGEND EXISTING OAK TO REMAIN XF EXISTING PINE TO BE REMOVED AREA TO BE DEMOLISHED E)G TREE To(IS.nNREMOVED To BEG TREE REMOVE L z . . . ........ DEMOLITION PLAN SCALE: I' - 30' N4528'49 -E 22043 . .... ... . .... f. . . . ........ GRAPHIC SCALE ( IN FM) I 1—h = SO It. LEGEND 0 100 �2 w mn ii m" w, J 0 V) �!-^ LL 0!1 yr F C; Lu LL . aD�o w (L LL oa > Uwm z 0 POP - 2'z Lu L, Z Luo 'o SHEET C3 OF 15 13-330 EXISTING OAK TO REMAIN XF EXISTING PINE TO BE REMOVED AREA TO BE DEMOLISHED GRAVEL CONSTRUCTION ENTRANCE 0 100 �2 w mn ii m" w, J 0 V) �!-^ LL 0!1 yr F C; Lu LL . aD�o w (L LL oa > Uwm z 0 POP - 2'z Lu L, Z Luo 'o SHEET C3 OF 15 13-330 L 3 t f i( t EROSION AND SEDIMENT CONTROL NOTES Q „ LEGEND ' A ° yc j Coastr-tion activities can result h the generation of significant ou le of pollutmb which may reach surf,,, or ground wales, {/ primary pollutals f ortace waters 1.s s tl'menl tlue to p 0 INLET PROTECTION -Y /! !• a Excessive w-titiea of sediment wn'cn reach eater bodiesIn t• f flmdplan, have been shown to adversely affect lhei p y ical, I ,t is d chemical properties Transported sediment c SILT FENCE 11 - ob.ta steam charnel.. ed.- hydr Ic opacity of water bodies q z rks, d eliminate benth'c Inwrlebrales and B,h spawn ng Iii of floodplain, etluee the design p°city of culwrl, and other ' ubslrates by s9lalion. Excessive spmdad xdinrent, reduce R o light Penetration antl t,—W., reduce primary productivity. .., r ty �I MINIMUM STANDARDS i ra, 'a..m "e -'e .rg„r "Ln9 Ft Ott 1. Sediment hoain and Irapa. perimeter dkes, sediment barriers ( �{ and Um measure. intended to trap sediment shall 1 e Q y� ( stmct.d a first step in y land-dist buting aeUA _____ ``%� - }•d shall be made functional before unelape land disturbance sail -ay;. 'ark A- j� t takes place. 2 All sediment cortrol mea ores re to be adJu,tetl to meet field a conditions at the time f construction and ba conslrueted p N v.'r•.� v. S.Ixr. Ajt' mai to An grading or t limes sh h fl 2 3 Y - „ f h ) o prep 1 sed or ra am wing : err ma�feextll sediment barriers S01/7HMFe5)�RL y 44077(0)31 !i or floe n to p ties. ..,::.a --. .`ivf_ -°•_ __-.. _z__ ... ,,,•. - — — — — _ _ FL 3 all Permanent 9 o,tetemporary o r t bII, tin shall i m > ' 1 1•, 8 `` - (f donutleanareas ter°sewed dT mrlafler Mal Statle is reached t I I ed to t / p' p 0 �'.."rZe'ti �,# t tFt ,hall bapappl'etl within elle days to denuded aareasbthat may i i 9a t be at final grade but 41 remain undisturbed for longer �' '3 Y( < than 30 day-. Peaonmt ,tabilimlion shall be applied toTFIa$ O O SILT FEN ?rail 1 7 sj fi areas that are to be left undisturbed for more than one year. o m =7711 P -j ? 4. Durh astru<lion f the prefect salt stockpiles shall be g u1 0 ! stablizetl or erotecled with sediment trapping mea res Tha F Dy Uy I �s ...fffllljjj app;cont is r sp°nsible for the temporaryy protsclbn and (1) N N permanent stabilization of .1I sall slakplles an sae as well T D as sol Intentionally transported from the project site lh C r'•; Y 5. A pens nenl wgetot'w cover shall he established on denuded F LL M ens not otherwise permanently slabdizetl. Permanent In n ogetal on shall not b, c der establ shad un(J o ground vv INSTALL \ O „ ,,. ( r I. aeh'ewd that. i the opinion of itis Reviewer, w SILT FENCE �� 4 'f uniform, mature enough to s Nre and will inhibit erosion. F () N N I I 6. Stabifzalian measures shat be applied to earthen lmeturea N W r \ ( - M °s dams. dikes and alwrsions Immediately offer I In - \ DRY PoND (jI (V i Installation. } 0,30 AC ¢ h N W ¢ yjl1 7. Surface runoff from disturbed „ z...r ° JP •. •• • • \•\ \ \ \ \` \i iF:+ 'r aa°s that s om d,ad of flw 0 from drainage areas greater than or eq -1 to thee -was ria I NO a= x m— a be ,atrolletl by a sediment basin. The sediment bosh shall v- W \.\y d be designed and et clad to c otlala the anticipated \\ \. .\. \. G3S 9- Rodfua=//459.20' sediment lading from the land -d siurb ng acUnty The Cyitry ong/sa/'14'47- alfall aewce ar syalem design shall lake Into aaount the total drainage area flowing through the disturbed area to be \ r SILT FTNCE j• Chad Bearing-S.15xr`stl by the basin. w INSTALL Length=,49.29' (TYP,) Chord -J4127' 8. After any signi&ant rot toll, ,,dl,,,t control ta,turm t v, will be inspected for integrity. My damaged devices shall be = N J INSTALL CURB INLET er - j conectetl mmed'°le1Y F �'r \ .`\ ` l \ \` `.•`• `v `\` `\ \ \ ♦ FlL1FR PROTECTION. F 7 (O _ O� SEE °EMIL SHEEP C11 9. Concentrated runoff shall at flow down eut or /1111 sloped G Q �'- \`s`\ \ \.• \•\ v\ 'znov r' his. contained within on a 1. tempora. U i aquay or perinasal / �f channN, flume or slope tlam aWclure.of V ,�• CONTRACTOR SHALL INSTALL FILTER CLOTH t 6 i ; 10B°e protattions &tial been a slope face, atlegala drainage or J N SHALL R ALL ORATES AND FRAMES. CONTRACTOR other pi,.V LL y SHALL REPLACE AND/OR MAINTAIN AS NEEDED AL) '2 STORY BUILDING DEBRIS. SEE CONSTRUCTION SHEET RCE1M10VE SILT AND #� ps '✓a 11 Sediment w01 bs prevented horn entering my storm dein gZ I eve x 37 296 S.F. aaam�m°eor . <ler oonno I iia stha be p,.ta that lam 11J J de parable during Wclla hall be pwralecled o that W > Z thwt first being filtered w otherwise V -ted to remove F.F.E. = 24.00sedmmt IZ 3 w F V Z y C i •.r t �•t,, hanel. de bond, adequate mUet m J UI A \ \ N Y 12 Before temporary or nw1Y eastmeted slonnwaler <onwyon<e O r a opera o q pralofon end ( \ \ \\ 1 , S ny requrrtd tempora` or permanent channel lining nal be �' Z ¢ Z -} inalalled In boU the mw}vnce channel and rmelvhg ,— W o p hannel. r� ;-,g re \ \`l �` • /.. �� f, j 13. Nfien work in a live alercouree is performed, precautions shall be taken to minimize encrachment, control ,edirn-t broni.j ✓ x \ 1 \ \ \,\ •/� �� i -, I ( f li p,esble'duringandstoabailru thon.wO Name diblelmealerbll shall be l used (!! - - • \ �� \` ` v tf ( i Earthen°rf�maybIused for tion of these sWctureif and farmw,d by ,erod Us , m°terla. a 14, M. ° rw watercourse must be crossed by casWetia J i q me " r"' st t t y SEE CONSTRUCTION ETAIL SHEET ran. We lH fell., tall be provided °Onalru<led of . Y:b none ma - D 15 bed d ban" hall tl DRY PON° S - t` 1 The an oe of a w the s a I. stabil ze immaaataly ,Har waix in ins wateraurae is ,amplel,a. � 16 P.,Wk in mtlan and mamtean- of ail sediment antra I `�, 1 ;,ry eWclures moat be provided to ensure intended purpose Ion O r i ,):?3 amplizred Tha Davelapm er antl/ar an Enacts, shall be 1 - i t onl'nuall <rnsp� aible for all seamml leaven the properly. s of each warking dayes shall be n work; g canMUa at the endZ - — — >' a ®r RY PON �1 17. Undergrantl utility hoes shall be I,.talled in--dam- AC -da - O — — °0.09 AC f with Ua (diowmg stondards h addition to other applicable (n 766.i3''�_ INSTALL y t t 5: crilmm O �.� SILT FENCE i A. No more than 500 linear feet of trendh may be opened at ..Y..a'J' s:. -.•k _ _ r a __) t one time. W f -• B. E ...ted material shall be placed a the uphill ode of i >8 trenches. C E/floast fram d eraterin9 operatldns shat be filtered A or all rv" %`r <, 22043 passetl through on pprowtl son m t rdo- g d N e, .I i _._ ^__ _J -• both. and ing ..hears In a neer prat does oteatlwraely '� .' \ a(fmt Row ng stre°ma or off -alta property. J 0 v _ , i t t� 1i t 'j D. the. rizalia shall be a<canPl shed in accordance with LL r 1 t i thax regulations. _- w. P _ xr� < nw,ra �ade a1t<es, r, les mleroa<t won � a a a. prow;, as dna b, mad, to m'nimiz.�tna a - ---' r .... sealmfanitlo��'ansn«iae o9to alOp�wi,pOVBd sd�i><e'wnn Q LL curb, andutters, the read d shall be domed thoroughly at the Z ens of each day. Sediment shall be removed from the road, by ' 1 shown g or i tl t t t i I 4�rrrrd r nq.YI disposal after aer pply art Is oviducal eu In this Anonnit. osb veal °s lo's'e 9shall m J a ,. u ­Wties. s : --F :.:r,::.,;; �y�".� T'�a^ j » rr:� '� ""'�`• "'- •'" •„, _ rem19. AN towpd w'thenmason and 3° days after final site stabilization a aftement mntrol measure, sholl rs �w�v ..:. ar�s�f r • , k.:r :I I �� ? !`I the [emporory mosures a o lager neaded, in the opinion of vJ LL the Reviewer, Disturbedsell areas resulting ran the dls ..Ria of lempoary measurer ,hall be pmmmently tobiftand sedimentation. 20. PropaU s and to pr sent —tterw�ys dowat...m from t uct'a site Q U i c an aroma &hal be protmle h sediment dspo,ll 21. Phasetl °toje.tf eachlp be� Isored in -p -tion With an tru` 22. Eroalon calyd design and c... radon sh,11 Was, th, EROSION CONTROL d iTraf(Icl DesignaSt dardaD1 102 enol 103 of FDOT R°adr,y GRAPHIC SCALE AARDN J. BOWLES SCALE : 1- = 30' an 23. The Raviewr a f approve modifications apes plan, to these DATE: 1 FL P E /55313g(� erosion control ;ped, due to site ap,d9c caditia,. + �`t 24. Contractor to Install consiruclian permit box m a location visible s ` I 72 HOURS BEFORE DIGGING ham US /i prior to the cwnmencemenl of work. SHEET CALL TOLL FREE IN FEET ) o fill 1 i ah = 30 it C4 KNOW —T'S SLOW SUNSF9NEBfl.LON OF 15 3-330 SME INFORMATION _ =. ................ OWNER/APPLICANT . vx:,f. =..m w..=.,,,.,e;,„.„,,,....,„a,...•,,. "- }«:t--=. ,..�....".� / l WATERCREST SENIOR LMNG, LLC z � f ro.n 0 0 - 995 24TH ST., STT. 300 VERO BEACH, FLORIDA 32960 � • 'm 4 - _ _ _. _I - _..._ _ - _ _ _ _ - SURVEYOR o .- ------ _ _ _ _- DI= Of 175' • W INDIAN RIVER SURVEY. INC. _ .. ---2v _ _ 1835 20TH STREET 2� J'' VSF VERO H, FLORIDA .x., — _— EOG'E OP TRAVEL 569-78M 0 _ D 711, �Y 20.0 • ���r _ _ a¢se / ARCH]NITECT 7 ¢ ' _ ._.—__ _--r7.uv •`J3 J7 ._._ __ __ L- A _ a7' _ -'— -s - ._'•,: KEVIN J. BESSOLO. AIA 556 i o P ENTRAL AVE -+Gac. 'fes ONE OF CLEAR SIGR 33701 ..,w• — .M a, DF CLEAN SMM4T 1 ST. PETERSBURG. FLORIDA � I PHONE (727) 894-4453 Q &` R ( n �- FAX (727) 896-8662 - _-___._..�� ,,,. : '�!•:._ _ 1TlL_J. _.v v._r m�yiG=: f 4, I �/ l 't. ._. SITE ADDRESS SITE DISTANCE TRIANGLE S3EBAST065 U.S. HIGHWAY #, < U.S. FLORIDA 32958 O N p Z p TAX PARCEL I.D. NUMBER(S) i an y y it GENERAL NOTES SCALE : 1' = 30'li 1+ 3D -38 -21 -00001 -ODOR -00020.1 r U #' ZONING LAND USE ,. CONTRACTOR E RESPONSIBLE FOR CHECKING ACTUAL SITE 10. CONTRACTOR SHALL BE THOROUGHLY FAMILIAR CAL ME PROJECT, 17. ALL ANDER CI PERMIT CONDITIONS, INCLUDING BUT NOT LIMITED TO p i ) �r CR RMU CONDITIONS BEFORE STARTING CONSTRUCTION. THESE PIANS AND SPECIFICATIONS, ANO ALL LOCAL, STATE AND DOT, FDEP, CITY AND COUNTY, SHALL BE NET BY CONTRACTOR I i T_ a p;t f1 FEDERAL AGENCY REQUIREMENTS FOR CONSTRUCTION OF THE PRIOR TO CERTIFICATION OF COMPLETION BY ENGINEER. j)j#t- y a EXISTING SIfE DATA 2. ANY DISCREPANCIES GI THE DRAWINGS .SHALL BE BROUGHT TO THE PROPOSED IMPROVEMENTS PRIOR TO CONSTRUCTION. Yj ,i r, I 1 SITE AREA = 13],529 SF = 3.16 Ac = 100.00% s p ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 18. IN ADDITION TO SECTION 700 OF FOOT'S STANDARD SPECIFICATION )) a il. CORRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS FOR FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, ALL SIGN SHEET1t' 3 COMMENCING WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE CONSTRUCTION. MATE IIAL SH APPROVED ONDEQLGRACE DPOSTS/UFACTURESUPPDRTS SHALL BE �i• �. �)? j �_ r ,/ TOTAL OPEN AREA AREA = 136669 SF = 3.04 M, = 9940% O ON 12. ALL EXCESS CONSTRUCTION MATERIAL AND WASTE TO BE HAULED )- m o AS PER CITY OF SEBASTIAN STANDARDS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING OFF-SITE AND DISPOSED OF PROPERLY AT CONTRACTOR'S EXPENSE. I y It t r' t t( X( PROPOSED SITE DATA III N O r m LIT S. THE CONTRACTOR SliALL CONTACT ALL CONCERNED W RILRIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION 19, ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SITE AREA = 137,529 SF = 3.16 Ac = 100.00% W M 8 (p Al OPERATIONS. SPACES SHALL BE STRIPED IN WHITE, TRAFFIC PAINT AND BE IN i ( r PROPOSED BUILDING FOOTPRINT AREA - 37,700 SF = D.86 Ac = 27.41% Q' J O ACCORDANCE WIN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) er .j PROPoSED PAVEMENT AREA = 31,727 SF = 0.72 Ac = 22.92% N 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE 13. CONTRACTOR SHALL TAKE EXTREME CAUTION WHEN EXCAVATING STANDARD SPECIFICATIONS FOR FOR ROAD & BRIDGE CONSTRUCTION, 30, r 1.- PROPOSED CONCRETE AREA = 3,346 SF = OOB & = 2.43% N W 01 n SECTION 710, 2f EDITION. TOTAL IMPERVIOUS AREA = 72,369 SF = 1.65 A, = 52.97% _ T u) r n u WITHOUT PRIOR WRRTEN APPROVAL OF THE ENGINEER. NEARBY EXISTING UTILITIES. /)` 20. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND Wcxss TOTAL OPEN MEA = 65,160 SF = 1.50 / = 47.53% 6. ENGINEER SHALL RE NOTIFIED AT LEAST 48 HOURS W ADVANCE FOR 14. CONTRACTOR SHALL INFORM ENGINEER OF ANY CONFLICT BEFORE ANY STRIPED IN ACCORDANCE WITH FOOT STANDARD INDEX ,7346, .f-� Ii ® TOTAL BUILDING MEA UNDER AIR (INC. 2ND FLOOR) = 69,786 SF O Q n I I ANY INSPECTION. FORMER WORK IS COMPLETED. EDITION. ]. MINIMUM COVER OF ALL uTIOT1E6 SHALL BE 36" UNLESS STATED 15. ALL MATERIALSACCORDANCE AND LIBOR UNDER THIS PROJECT SHALL BE IN , C+ NOTE. N W n f` OTHERWISE. STRICT MANAGEMENT tleM CT, FDEP AND H THE ClTY, COUNTY, 21. COMMERCIAL/MULTI-FAMILY BUILDINGS SHALL POST A MINIMUM 6 I L m vv I INCH NUMERIGL ADDRESS. 24 i N z WATER MANAGEMENT DISTRICT, FDEP AND THESE PIANS AND ACC i Ij I ME SITE DATA TABLES ABOVE REPRESENT THE TOTAL MEAS FOR THE SITE. PLEASE 0 B. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION SPECIFICATIONS. E3$ rf A- NOTE THAT THE DRAINAGE CALCULATIONS INCLUDE ADDITIONAL OFF-SITE IMPERVIOUS m _)( w UNLESS NOTED OTHERWISE 22. ALL STRIPING WITHIN CITY RIGHT OF WAY SHALL BE RETRO 36,5• �/LF i >(1 i AREA. SEE DRAINAGE REPORT FOR CALCULATIONS. 0) 0. LL m a 16. MAINTENANCE OF TRAFFIC SHALL BE ACCORDING TO FOOT INDEXES. REFLECTIVE TRAFFIC PALM (THERMOPLASTIC). y TIE,' INTO I W 9. SOD ALL DISTURBED AREAS UPON COMPLETION. EXISTING REIRED AUPROPoSFO ' SIDEWAL j + LOT SIZE: ID,DOG SF 137.529 SF 18'X28' CONCRETE LOT WIDTH: 75' 349.00' TY'D' CURB (TYP.) x / .� ' FRONT YAR SETBACK: 0' 80.02' PAD FOR ABOVE GROUND PE I, PROPANE TANKS WTR9 6R o , SIDE YARD SETB4CK: HIGH CHAIN LINK NCE WHEEL STOP 46• RESIDENTWIL 10' 20' V U n NON-RESIDENTIAL 5' 20' ROVED THRU VAR _ _ _ ! 1 REM YARD SETBACK: 30' 20' (MP LANCE) ZOa 2p• o o TYPE "D' CURB (TYP}r ijSPACE: N SETBACK -.. p.. -- _ ® ! BUILDING HEIGHT: 35x AXON) 355% UNE — — — — — 22' - ---- ----- I BU IjVE�W% 2712%'Q R/W LINE16 Z. THRU VAR AN7R \ 5R 49'Rr HANDICAPPED, 15'R tea♦ TYPE b' CURB (TYP.) - ! W 3 z , t• 6" WHITE CITY OF SEBASTIAN SITE PLAN APPROVAL W Z 2'R I I o 0 2'-4' DOTTED Cltt OF SEBASTIAN CONDITIONAL USE APPROVAL Z J O 10'X20' DUMPSTE I I \ \\ `. \ ; 1 •.1: ' `` ! Ir PER FDOT INDEX NO. 17347 CITY OF SEBASTIAN LAND CLEARING PERMIT 3 Z ENCLOSURE W 6' HIGH \ - N? CITY OF SEBASTIAN TREE REMOVAL PERMIT —' / !� O / SITE LIGHTING (TYP.) V M/SONRY WALLS TD V(•% 'Q7f ❑ �I� I� INDIAN RIVER COUNTY CONCURRENCY APPROVAL m MATCH COLOR OF BUILDING I all }hP/ 100'R ❑ \ �+ C O 'j CITY OF SEBASTIAN STORMWATER PERMIT ■ Z Q to �. (PHASE II) GAZEBOINDIAN 35'R 63.59' O 6' SOLID WHITE ST. JOHNS ERIVER UWMD UENVIRONMEWAL RESOURCE STDRMWATER PERMIT 10-2 SELF CERTIFICATION ,- W omO ( / PER FDOT INDEX NO. 1734] I FDEP WASTEWATER PERMIT TYPE 'D" CURB (TYPj I 11.31 L LNG AREA \ DRY POND 2 11'S' 4' f TYPE 'F' CURB & FDEP WATER PERMIT I 0.30 AC % GUTTER FDEP NOTICE OF INTENT FDOT UTILITY PERMITIP I \ \ \ \ \ \ \ I PAVEMENT MARKINGS FOOT STORMWATER PERMIT ELEC. TRANSFORMER 1\ \ \ BOLLARD I ' PER FDOT INDEX NO, 1]346 FDOT DRIVEWAY CONNECTION PERMIT PAD BY OTHER$ I \ ... ', \`� N (TYP )NG ' ➢ f }11459.FDOT GENERAL USE K,4Y FLOOD ZONE 93.89 C." LangN=349.19• THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' T ` •,5: CONN.. SIDEWALK Chi Beofhg-S35-40.5B£ PER F.I.R.M. PANEL NO. 12061C01D3H, DATED DEC. 4, 2012. Z I I \ •A `\ 1.1,\,1,..` \ 1313 ❑ ,1 i; _ `v ) SANITARY SEWER SOURCE Q YI1 I \ l \ \``\ 1 •` \`\ \ 1 1 \ 1 .\. \ \ 1 \.. \ l 5' INDIAN RIVER COUNTY UTILITIES (PHASE II) FUTURE COURT AND 20• ' 1, FF ��,,,, SPEED POTABLE WATER SOURCE W 1 \ t ti LIMIT INDM RIVER COUNTY UTILITIES Lu 20.08 • - � ' \ • � T NCATEDf )SOME. {i e� 1 ` ❑ 25 LF THERMO. T PER "T' (n LEGAL DESCRIPTION \`•` 11` 305.71' DOUBLE YELLOW THAT PMT OF LOT 20, OF WAMEGAN SUBDIVISION, LYING EAST OF WAUREGAN AVENUE WEST OF 2.67 STRIPES - r U.S. HIGHWAY NO. 1; LESS THE WEST 200 FEET THEREOF, ALSO DESCRIBED AS FOLLOWS BEGIN AT I ' THE POINT OF BEGINNING FORMED BY THE 2 STORY BUILDING MATCH EXIS NG ; INTERSECTION OF THE WESTERLY BOUNDARY OF U.S. HIGHWAY NO. 1, WITH THE SOUTHEASTERLY H ,I Z CSOLID WHITE" ( BOUNDARY OF LOT 20, WAUREGME; THENCE PROCEED NORTHWESTERLY ALONG THE WESTERLY RIGHT N�. \ 37,296 J.F. \ \ ;.\ `11 •\`; \ \ F ' .. ~' ' OF WAY OF U.S. HIGHWAY NO. 1, A DISTANCE OF 318.8 FEET; THENCE PROCEED SOUMWESTERLY t 12' SOLID, WHITE a I I \ . \ l` "`1`\" 6' TH M0. CROSSWALK - ? ALONG THE COMMON BOUNDARY BETWEEN LOT LI AND AL EL TO HE A DISTANCE OF 440.77 �. o F.F.E. 24.00 .` �k FEET; THENCE PROCEED SOUTHEASTERLY AN A LINE PARALLEL TO THE EASTERLY RIGHT OF WAY OF 4• q LLEI• GIR7E 'A1 _ WAUREGAN AVENUE A DISTANCE OF 315.19 FEET; THENCE PROCEED NORTHEASTERLY ALONG THE PROPOSED \ \ ,.1 \ 1 \ \ ( AS'PER FOOT NDS COMMON BOUNDARY BETWEEN LOT 20 AND 21 (WAUREGAN) A DISTANCE OF 391.18 FEET TO THE • FOUNTAIN \ • •5'. GONF,SID ALN i ry 59' rv^ r NO; 300 ii \ POINT OF BEGINNING; ALL IN WAUREGAN, TEEMING GRAM, ACCORDING TO THE PLAT FILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF BREVARD 24CDUNIY, FLORIDA, IN PLAT BOOK 1, Q (BY OTHERS) `\`�` \ \ �. - R _i PAGE 75; AND REFILED IN PLAT BOOK 1, PAGE 178 AND 179, PUBLIC RECORDS OF ST. LUCIE35'❑ • `� \ \ 51 - -__ 'z ' WHITE THERMO. COUNTY, FLORIDA: SAID LAND LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA L: K LESS AND • �\ \ \ �� R r TRUNCATED DOW - STOP BAR & 30' EXCEPT ROAD RIGHTS OF WAY J (] 55'R MA7 PERIFDOT Rl-1 STOP SIGN, _ J \\. TYPE W CURB (TYP.) % I - AND (R3 -5R) -RIGHT TOGETHER WITH LL. \ \ // •� \\25•R S•RN r -J♦ 2$R It I - TURN ONLY 10' 5'R F t �, ; A PORTION OF ME NORTH 3000 FEET LOT 21, OF WAUREGAN SUBDIVISION, ACCORDING TO ME Q TYP. 15'R _ r] PLAT FlLED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF BREVMD COUNTY, FLORIDA Z LL \ _ t IN PIAT BOON 1, PAGE 75; AND REFILED IN PLAT BOOK 1, PAGE 178' AND 179. PuBOC RECORDS PORTS 4 5'R I Q \ COCHERE '^. O I ' OF ST. LUCIE COUNTY, FLORIDA; SAID LAND NOW LYING AND BEING IN INDIAN RIVER COUNTY, 20' ' \ Q N FLORIDA, LYING WEST OF U.S. HIGHWAY NO. 1, AND BEING MORE PARTICULARLY DESCRIBED AS IS SETBAC 13,.52• '(i \ •5'- I MQNUMENT SIGN SIDEWALK CURB RAMP FOLLOWS: I'"' Z PER FDOT INDEX NO. 304 (TYP.) (n OND / p 10 i (J FROM THE POINT OF BEGINNING AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF PRY PQ / Z ----_ \ /}�J, �/ U.S. HIGHWAY NO 1, WITH THE SOUTHEASTERLY BOUNDARY OF LOT 20, OF SAID WAUREGAN 1 L� VEHICLE 5 A 33R ) 24 WHITE P,AINTEDY) SUBDIVISION; THENCE S95.28�49W ALONG THE COMMON BOUNDARY LINE BETWEEN LOTS 20 Al 21 CO J I 5'R AVERH4NG / !J, SR i •STOP •BM @ 30 }� OF 5410 WAUREGAN SUBDIVISION A DISTANCE OF 224.66 FEET; THENCE 544'31'11'E A DISTANCE OF U -I N j] \ ;..1`\ 1 5 / Rt 1 STOP, SIGN A i 30.00 FEET: THENCE N4S2B'49'E ALONG A UNE THAT IS PARALLEL TO AND 30.00 FEET SOUTH THE (n SAID COMMON BOUNDARY LINE BETWEEN LOTS 20 AND 21 A DISTANCE - 220.43 FEET TO THE W m ' I I \\` \ \ \ ` `\" 1 1 1 \ \ \`\ `\ 11 \• \`\ \`1`\"\ \"�) S Y AFOREMENTIONED WESTERLY RIGHT OF WAY OF LINE OF U.S. HIGHWAY NO. 1, BEING A CURVE I"� � CONCAVE TO THE EAST HMVHG A RADIUS OF 11459.20 FEET; THE NORTHWESTERLY ALONG SAD (n LL HANDICAPPED PARKING V�,.WG 9• / J V { WESTERLY RIGHT OF WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE OF 0009'05• FOR ME o SIGN (TYP) 1hpJFJ"- frt� i. MC DISTANCE OF 3D.30 FEET TO THE POINT OF BEGINNING. CONTAINS GAS ACRES MORE DR. LESS. (n � L----�-- S.R DRY POND T ' R/W ONE A SUBJECT TO EASEMENTS. RESTRICTIONS, RESERVATIONS AND RIGHTS OF WAY OF RECORD, IF ANY. -- ---------------� .R 1 - - - 0.09 AC LEGEND TOGETHER WRH: Q U TYPE b' '-'- N4528'4Bi n� 55J'R CURB (TYPJ s {„ 1 S 'VEHICfF OVF�RHANG UNE i A (PROPOSED) EASEMENT FOR INGRESS AND EGRESS BEING A PORTION OF LOT 19 AND A PORTION 77.7'R b 5T2 EXISTING CONCRETE OF THE EAST 30 FEET OF LOT 1B LYING WEST OF AND PARALLEL TO THE WESTERLY RIGHT OF WAY i - i PROPOSED CONCRETE BEING IN INDIAN RNER COUNTY ND BEING LINE OF U.S. HIGHWAY N0. 1, OF WAUREGAN SUBDMSION, ACCORDING TO THE PIAT FILED IN THE j OFFICE OF THE CLERK OF THE CIRCUIT COURT OF BREVARD COUNTY, FLORIDA IN PLAT BOOK 1, PAGE 75; AND REFILED IN PIAT BOOK 1, PAGE 178 AND 179, PUBOC RECORDS OF ST. LUCIE COUNTY, FLORIDA SAID LAND NOW LYING AND B FLORIDA., D MORE PARTICULARLY DESCRIBED AS FOLLOWS: N452849T '.r � f) �'. ! � AARON J. BOWLES -% A i'= 'T -r.. ttPh t kETAINiNG WMLL W/HANDRAIL 110.4J' \� 2• �)} �- D PROPOSED ASPHALT FROM THE POINT OF BEGINNING AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY UNE OF FL PE#55313 IST£.D.I,TAIL, SHEET CID) ;D�z \ J U.S. HIGHWAY NO. 1, WITH THE SOUTHEASTERLY BOUNDARY OF LOT 19, OF SAID WAUREGMN R .......' SUBDMSION; THENCE 54529'411Y ALONG THE SAID SOUTHEASTERLY BOUNDARY OF LOT 19 A EAS' (V1 I DISTANCE T EN 4B.00 THWE THENCE ALONG SAID A DISTANCE OF THE EAS TO I POINT ON A 72 HOURS BEFORE DIGGING GRAPHIC SCALE 4 POLE LJGHTING (BY OTHERS) COME; THENCE NORTHWESTERLY ALONG SND CURVE CONCAVE TO THE EAST HAVING A RADHS OF SHE - SITE PLAN 9 ARC 020 FEET, A CHORD BEARING OF N33SY05''W, ANDA CEREAL ANGLE OF 01TO THE FORM MC DISTANCE OF 288.80 FEET; FENCE HIGHWAY A DISTANCE UT 30.00 FEET TO THE SAID ,T WESTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY NAVE THENCE SOUTHEASTERLY ALONG S41D O 'y BOLLARD LIGHTING (BY OTHERS) WESTERLY RI DRD WAY LINE AND - CURVE CONCAVE TO THE EAST HNANG01'0' A RADIUS A OF 11459.20 KNOW WHalI BELOW SCALE : 1 = 30' FEET, A CHORD BEARING.40FE OF 5THE POINT AND A CENTRAL ANGLE OF 01'ACRES FORA R SUNSMNE8I O.COM ( IN FEET) DISTANCE OF 359.90 FEET TD THE POINT OF BEGINNING. CONTAINS 0.26 ACRES MORE OR LESS. OF 15 1 ittL = 90 ft. Q EXTERIOR BUILDING LIGHTING (BY OTHERS) SUBJECT TO EASEMENTS. RESTRICTIONS, RESERVATIONS AND RIGHTS OF WAY OF RECORD, IF ANY. 13-330 TECHNICAL SPECIFICATIONS MATERIALS g Id A.) DRAINAGE PIPING 1.) MINIMUM SIZED PIPING SHALL BE 15" OR EQUIVALENT ELLIPTICAL SIZE AND rc le MINIMUM ON COLLECTOR ROADS, UNLESS OTHERWISE NOTED. HUTCH EX. 21,18 ^)r 2.) ALL STORM PIPING SHALL MEET MANUFACTURER'S SPECIFICATIONS. CONTRACTOR ATE TO COORDINWITH MANUFACTURER TO ENSURE PROPOSED PIPING DOES NOT c b MATCH EX. REWIRE ADDITIONAL INSTALLATION MATERIALS, INCLUDING BUT NOT UMITR T0. 21 OS h 1( STRAPPING, ANCHORING, BUOYANCY, ETC. MATCH E%. (� 3.) ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. 20.834,) SAFETY BARS SHALL BE PLACED ON PIPE AND MITERED ENO SECTIONS WHERE u ¢ m ` f F DETERMINED NECESSARY. i 5.) OUTFALL END RUN TO DITCHES SHALL HAVE A MITERED END SECTION WITH Q SAFETY BARS TO MATCH EXISTING DITCH BANK SLOPE WITH APPROPRIATE 1 % EROSION CONTROL MEA9IRES UNLESS DNMWISE NOTED. B.) DRAINAGE STRUCTURES: 5 LF 15" ) ( 1.) ALL DRAINAGE STRUCTURES SHALL MEET SPECIFIC PUNNED USE AS DETERMINED T DB -1} NON -PERFORATED )'- ' BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY, o p N p EMERGENCY ADS N-12 22.25 1 ( lr "+ N M OVERFLOW ,F A� M % 1 2) ALL CATCH BASINS, WLETS OR MANHOLE STRUCTURES SHALL BE OF PRECAST II 137'X15' E%FILTRATION TRENCH ` i MATCH 12 Y m> 20 LF 12• ! ) ) REMFORCED TYPE PURSUANT TO FDOT DESIGN STANDARDS, LATEST EDITION, M 3 Q ¢ - 44'XI5'zEXFILIRATION TRENCH SEE C9 FOR DETAILS / 22.50 , EXISTING it UNLESS OTHERWISE APPROVED. •- F U Q' SEE C9 FOR DETAILS ADS N-12 5 LF 15' l37 LF 15' 232112 44 LF 15" 5 LF 15' NON -PERFORATED PERFORATED S CURB TRANSITION i 3.) ALL STRUCTURES SHA SUR BE FREE OF DEFECTS SUCH AS CRACKING, HONEY PERFORATED NON -PERFORATED ADS N-12 ADS N-12 ED�• COMBS REINFORCING INCLUDING BLEED THROUGH. Z _DDS N-12 _ Edl7NME5TERLY 440.7_ Y�(0) J� _ _ - _ ! FLAREORB(pIj q r 7., r 4.) SHOP DRAWINGS SHALL BE SUBMITTED BEFIXtE ORDERING MATERIAL FOR 1yy .a 2 xs 23 x�% ® 24.25 2360/ 2375 r j; :(• AND THE LOCALCGOVERNNG AGENCY ND IS BETWEEN THE OF TNEGINEER N ¢ < 6 i .. ,PLANNED p o Ci 2 B9^ 3;g 23 ]5 24:0 �J"2313'11G 24:00' 23.] ENA k' itT CONTRACTOR, o vt 5 ND 24.00. t •i Z 30 236 }.3 223.65 23.0/ ) - 23:1 23.50 / t, - LL SPECIFICATIONS: m i• C. WTFA 23.60 \`'� _ // 24.0024.33 1! 5_ ��------- _ I i 1.) OUTFALL STRUCTURES SHALL INCLUDE ALUM NUM SKIMMER$ WEIR N MCEN N23.50 1WEEP HONES AND DRAW DOWN SYSTEMS AS UIRERMiNEO BY OESIW ENGWEER W DS -2 4-_ I AND HE L LU M 23 76 I3,00 F• - 23:20 9 1 2,1.46:% OCAL GOVERNING AGENCY AS REWIRED. O (O 23,65 23.40 24.00 _- Y % i IL Q fh • D6-1 L - ------ -') 23.15 23.50. 24:60 j 2.) HARDWARE TD. ATTACH DEVICES TO OUTFALL STRUCTURES SHALL BE STAINLESS F• LL � S LF 15' 38 Lf )2'J ---T,f ....... :. STEEL MATERIAL. (n W LO n n NON -PERFORATED L--�� N-12 -� 25 LF 15' 23 23.3 ' (%I i i ID n 23.70 ADS N-12 r `- p ` ADS N-12 22 25 10 a `I } 2! 1) CONTRACTOR TO COORDINATE WITH RESPECTIVE .MRISGICTIWAL AGENCY FOR = = LD h S 21.1 - I: ( OUTFALL PIPE INTO JURISDICTIONAL CANAL OR ANY OTHER WATER BODY, 10 d PRNACY EERY \ fig LF 8' ;` 23.5 DS -5 ,' `. F 2463, ^? ENSURE PROPER CONSTRUCTION MEANS AND METHODS PROPOSED ARE p Q N N I I ' CURB TRANSNION Z3� 26.4 2 ❑ ADS N_12 O 23.65 r x 1 2477 % f. ACCEPTABLE. IT IS RECOMMENDED THIS COORDINATION IS DONE PRIOR TO N W IN ^ LL } 1 Y 13 LF B' CONTRACTOR'S PRICING. n /J Sl 2 5 ADS N-12 �� \ 23.75 23.55 2500 C ( t + 23.40 23.50 \ 23.50 D.) MANHOLE COVERS h GRATES: (h 0 = x w 23.30 _ 1.) MANHOLE FRAMES. COVERS AND GRATES SHALL MEET SPECIFIC PLANNED USE 24.30 2350 D5_} 4' DOWNSPOUT \ L AS DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. LD a LL m G_ 4' D 23.96 \ 23.85 23.55 DRY POND W 0.30 AC n > I . • 1 • 2.) MANHOLE iRAMES AND COVERS SHALL BE OF CAST IRON MATERIALS. UNLESS i J 23.80. .23.90 23.90 23.90 3.95 \ 12' NES 24.77 ,.SS \\•\ \ 11 20 LF 8' 23.65 INV= 21 10 OTHERWISE NOTED, AND BE FREE MOM CRACKS, HOLES OR COLD SHUTS. N-12 r FRAMES AND COVERS SHALL CONFORM TO MINIMUM STANDARD OF USF 1260 AREA TO DRAIN 1 23.65 - SERIES OR EWIVALENT WITH COVERS STATING 'STORM SEWER.' 2> \ vs TD DS -3 2380) 2385 2325 N ' Radw II459.20' 3.) LRAMES AND GRATES SHALL BE OF CAST IRON MATERIALS, UNLESS OTHERWISE c' w n0 49 LF 8" \` 23 fi0 23.75 CMbW-9Te=I'44'47" NOTED, AND HE FREE FROM CRACKS, HOLES AND COLD SHUTS. FRAMES AND ` _¢ 23.96, Ap5 N 12 24.6] 2430• _ La glh-349.29' GRATES SHALL CONFORM TO A MINIMUM STANDND OF USF 4160-6210 OR DS -19 I 23.85 23.8 1 `\ 23.35 ry U M EMERGENCY ` 23.96 23.80 \ J ChWJ BearH9=SJ510'S8 E EQUIVALENT. O OVERFLOW 23.70 \ •••, P ` „ 23.90 DS 24 • .l \.\.\ .,. `. Y: ❑ / , K K 1 Cho FO=J492Y CLEAN-UP QU 48 LF .1. N-12 56 LF 8' 23.96 \ �' 1 ' \\ \ 1 -p THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL INSTALL STORM `` ` \ \ " ADS N-12 66 LF B' \ \ f - UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT. CLEAN. ^� 2}.96 396 23.98` 26 LF 15' -li \ CLEANOUT (NP.) ADS N 12 350 ADS N-, 2 � I , GRADED CONDITION. � Z � Z �+ 23.10 + INSTALL STORM 4' DOWNSPOUT 2940 f 'aI , N_.¢ CLENOUT (TYP.) •z€^51 23 qp D5-7 '`. DRAINAGE SPECIFICATIONS 23'96 (NP.) 2390 Gi STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD Lu W ;� m I 23.95 23.35 DOWNSPOUT (TTP.) 2q,60 t DESIGN CRITERIA OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. LATEST ADDITION. W g z I 23.50 \l 92 LF l2' \ z Ds -1s ADS N 12 Irvry 15' MES 24.1 05 ! ) {I• - PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE W ? z I 2350 INV . 21'10 P NNECT TO •� ! ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. N w �I b I \ 23.50 •2 STORY BUILDING 10 LF qDS N t2 2}.5p \ "I 23'25 I'� 15 RCP t ''(' I ��� P a I I \ C- - IM/ 20 192 T' CONCRETE ,n 3 z N I \ 4' DOWNSPOUT (IYP.) •37,296 S.F- 232.5 i I` \ \.1 2350 '2350 23.50 .� - ~ ' UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM V m� ` _ 3.7 3' CURB 1 \ I COMPRESSIVE STRENGTH AT 26 DAYS OF 3000 P51. ALL WgTN SHALL COMPLY WITH F.F.E. - 24.00 ` 23 so \ \ \ \ \ \ 23 65 9.OD 4.20 24 091 Tw`NSRION (7 THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (AU) BUILDING CODE AND ))) 4. THE APPLICABLE BUILDING CODES HANNG JURISDICTION IN THE NEA W.0. O 151 LF 12" " DS 22 23.75 `23.65 23 75. DS 23 -92 LF 15 24 63' FFF N II I ADS N 12 4' ADS N 12 ADS u-IZ z3.45 23.60 ROOF DRAIN '�\ \ \� ,.N i( GROUNDWATER I I 235G 2396 518 2390 (TMP) \ 23.30 1 `\ 23.85 23.65 2q:, SIF 1 I GROUND WATER MAY BE ENCOUNTERED ON ITE. CONTRACTOR TO PIAN ACCORDINGLY. 28 LF 8 \ l 23.96 'F3.9'S- 24.15 I I I I RECORD DRAWINGS A \ ADS N 12 ` ` 2330 23.85 23.35 -4- 233 f 2918 I i I I \ A \ \ •/` _ TYPE •D• CURB (TYP.) CW TRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT Z I I \ 2390 ` 2380 ; :.stz \ 23.85 "`� •/ -''"�� 5 76 IF IS' ADS N-12 I �1 ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES 3CURB 23.95 �� ASO 3' CURB t MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS Q 23.50 `x'15 ' TRpt•($MON j SHALL INCLUDE, BUT NOT LIMITED TO, INVERT AND TOP ELEVATIONS OF CULVERT- - D DS 17 \ TRANS.TRNSITION \` 23 75 23.. 3.65 'j INLET STRUCTURES. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS '!1 O 23.40 S : 23 60 \ _ \ \ \ g. LF 8• /• , . /. 2q 1 TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL v J 0 _ 20 lF B" N-12 23.50 ) 23.95 24.10 2 .00 2 10 PAYMENT. Z \ ADS N-12\• . • . - 23.96 23.85 24.20 % 23.60 .STL....2 _ 2430... DIJNECT TD 1, t' (L 3.70 0 / 2, Z9 t� 23 80:; 15 •M€SSIGEW 0 LI.1 ALK .:. Ti0 60 LF 6' ( \O // 123.85 '1I1 W. 2110: Q - 0 - _ - i i i 23.50 42 LF 8" ADS N-12 \ ( 3:7 0 0 PoND 2 1 N J - i I• .. ...._._..--.._ . _ .I'7lj ' > I 23.96N-12 ry ry ' Y I ❑ \ A05 N 12 .Iv ; 2 .50 11 D ,1g� 24.00 flfl Ig 4 I 881F 12'1'. 2380.\ 1 23:50 'v n 11R `: D. 4v I entre Hart Wrene Mart I D \ 8" MES TYPE 'D' 57 LF 12" 24.00 ADS N 12 ( 1 i % y • I \ ADS N-12 23.50 S 23 ]0 \ INV= 1 ry7 CURB L al ;, \ ` ` \. \`: \ \,. �, \.\'oo\ \.\ ` `o\`\`o\ zt.l 2 -i5 DS -18 _ 4.1 p5 19 2330 p5 20 23:70 IIS_9 23. 5 - 23.5\ 23,5-- 23-Z DS -12 fp}• z DS 10 23.25 D$ Lt 2 . ..:. 7� 23.50 23.50 DRY POND T _ �` ._ 3 _L .:: �_ .. i _ _ 23.50 3: P 'Y f 0.09 AC 2 T - 46 LF 12'24.30 _ ) f i rn N457B'f9t''z A05 N-12 \ ,. 23.80 �i 4 4 fn 6 vn r .,4•C' i ' 4.00 'y., .�a' �✓�"-' ,4 1 3' CURB TRANSITION N 23.70 SP 5 z:�`•, ' .r. 23.5034 LF 12 24.30 .6 ,+0 3.80 2, 3-7 23,80 ADS N-12 20.50 23.5 - --... I ' _�. 3• MN4578'491E 50 LF 15" �. - TTI 2104J' ADS N-12 52 LF`16K I ...... _. _...__..� � ADS N�2 �� •kab ' � /j IT > ::..` , . 1WTO,DIXRAINING WALL , ,. x1 -•�' \ \ \ j rl IL i __ (SE DEFAIL. SHEET -C10) • - eI- - _ ....-.._.io 7 I `.. ( E ._.. .. 20.00 ! 1 _ �z _ ..-_ y` I: -vf8.5i: 'err '1 � ._ . zz:z T LEGEND If CONCRETE MITERED END SECTION r^.. f ' I � _ -- � "• �'� - � ® NYLOPLAST YARD BASIN =q ........`''eas�P('�'� ,�.+ 9 T t., ❑m CATCH BASIN STORM MANHOLE 1 EXISTING ELEVATION 1 ) �i� - �•, T, ) 20.00 PROPOSED ELEVATION !- . �•. I 20.50 PROPOSED TOP OF CURB ELEVATION 20.00 PROPOSED EDGE OF PAVEMENT ELEVATION - 1 i Q Z Z Q Q a O F" _J 0 U " _Q LL Z mJ W p W W LL Q U AARON J. BOWLES FL P.E.j55313 TE: 1 SHEET C6 OF 15 13-330 DRAINAGE STRUCTURE SCHEDULE STRUCIME I NUMBER ELEIT INVERT UWATIDNS '+ NORTH SOUTH EAST WEST BOTTOM '- DESCRIPTION DS -1 23.00 _ _ 19.75 _ 19.25 TYPE 'C" CATCH BASIN DS -2 23,25 _ 19.75 19.15 19.25 18.65 TYPE 'P" STORM MANHOLE DS -3 2125 20.00 _ _ _ 19.50 TYPE 'C' CATCH BASIN DS -9 23.00 _ 18.45 _ 18.55 17.95 TYPE 'C' CATCH BASIN DS -5 21.10 18.35 _ _ _ 17.85 TYPE 'C' CATCH BASIN DS -6 23.90 _ _ 20.19 16.75 16.25 TYPE 'P9' INLET DS -7 21.10 _ _ 16.0 16.15 TYPE 'C' CATCH BASIN OS_B 23.25 _ 19.75 _ I _ 19.25 TYPE 'C' CATCH BASIN OS -9 23.25 _ _ 18.75 19.25 18.25 TYPE 'C" CATCH BASIN DS -10 20.75 _ 18.50 18.40 18.50 17.90 TYPE *C' CATCH BASIN DS -11 23,25 19.45 16.30 18.30 17.80 TYPE 'C" CATCH BASIN DS -12' 21.10 _ _ 18.10 17.W TYPE 'C' CATCH BASIN DS -13 23.10 _ 20.00 _ _ _ 12'X12' HYLOPLAST DRAIN DS -14 23.10 _ 21.20 21.30 _ 20.70 12'X12' NYLOPLAST DRAIN DS -15 23.35 _ _ _ 21.50 21.00 12X12' NYLOPLAST DRAIN DS -16 23.60 _ 21.40 _ _ 20.90 12'X12" NYLOPLAST GRAIN DS -17 23.60 21.25 21.15 _ _ 20.65 12X12' NYLOPLAST DRAIN DS -18 23.20 20.55 _ 20,45 _ 19.95 121(12' NYLOPLAST GRAIN GS -19 23.20 20,90 _ 20.15 20.25 19.85 12'(12' NYLOPLAST DRAIN DS -20 23.25 19.75 _ 1970. 19.80 19.20 12'X12' NYLOPLAST DRAIN DS -21 23.30 _ 21.00 _ 21.10 20.50 12112' NYLOPIAST ..IN DS -22 23.25 _ _ 21.50 _ 21.00 1 12X12' NYLOPLAST BRAIN DS -23 23.25 21.10 _ _ 21.20 20-W 12X12' NYIDPIAST GRAIN 23.60 _ _ 21.85 _ 21.:5 12X12' NYLOPLAST DRAIN L-24 -25 23.60 _ 21.90 _ I _ 20.90 12X12' NYLOPLAST DRAIN GS -26 23.60 1 21.25 1 20.95 21.05 2D.45 12X12' NYLOPLAST DRAIN Q Z Z Q Q a O F" _J 0 U " _Q LL Z mJ W p W W LL Q U AARON J. BOWLES FL P.E.j55313 TE: 1 SHEET C6 OF 15 13-330 ALL CATCH BASINS TO MEET FDOT INDEX li 232 AND BE LOAD BEARING UNLESS 0 PROPOSED ASPHALT OTHERWISE NOTED 72 HOURS BEFORE DIGGING fillG TOLL FREE PAVING, GRADING AND DRAINAGE PLAN GRAPHIC SCALE +• INVERT ELEVATION DIRECTIONS ARE BASED ON TOP OF PAGE AS NORTH -✓ m ,. EXISTING CONCRETE KNOW wn9T'S RECO. SCALE : 1' = 30' PROPOSED CONCRETE I SUNSHINE81ICON ( W FEET ) T men = 30 n Q Z Z Q Q a O F" _J 0 U " _Q LL Z mJ W p W W LL Q U AARON J. BOWLES FL P.E.j55313 TE: 1 SHEET C6 OF 15 13-330 EXISTING 3" FIA CONNECT TO EX. 3" FM W/3 -X3- TSV & 3- GV I I Mc€nic 1KWE �rzln eA.uircNrj I REPLACE EXISTING FENCE IN KIND 225 LF 78 LF 8' PVC FlRE LINE 32 LF 6" PJC SAN. SEWER 01.0% INSTALL FDC - 47 LF 4" PVC FIRE UNE TO FDC 10'x10' ELEC. TRANSFORMER PAD (TO BE 6" ABOVE GRADE) 5' 0 LIFT STATION WITH ELEC. PANEL RIM 23.75 N IMI.= 18.30 S. INV 19.00 CONFLICT 83 CONFLICT #2 21 LF 3" PJC FORCE MAIN INSTALL 8"X8' TEE, 4" DDCV & 8'X4" TEE 6 LF r PVC FIRE UNE INSTALL 8'X3" TEE, 3' METER & RPZ (3) 500 CAI - PRO E ALPROPANE TANKS / 6' HIGH CHAIN LINK FENCE lAr T 30 LF 4- PVC \ SAN. SEWER C2.DR SAN. SERVICE LOC. . SERVICE LOC. INV. 22.25 21.00 20 LF 4" FIRE UNE - _, • ^L { EXACT 20 EF 3" POTABLE ` WATER LINE SEE M.E.P. PIANS FOR ENACT BUILDING ENTRY LOCATION 2 STORY BUILDING 37,296 S.F- F.F.E. = 24.00 ' FHII 143 LF 6' PVC r \I \ INSTALL (2) WD 1,250 GAL GREASE INTERCEPTORS RE: NEP PLANS T 30 LF 4- PVC \ SAN. SEWER C2.DR SAN. SERVICE LOC. . SERVICE LOC. INV. 22.25 21.00 20 LF 4" FIRE UNE - _, • ^L { EXACT 20 EF 3" POTABLE ` WATER LINE SEE M.E.P. PIANS FOR ENACT BUILDING ENTRY LOCATION 2 STORY BUILDING 37,296 S.F- F.F.E. = 24.00 119 F II* I Ym1£ ET[vF i' I I I E `', ❑ INSTALL 8"X8" WATEIT IMINE m A TEE \ Wu w+ Av w I AAI w J 19 LF 8' PJC N4528'491E 30 LF 8' PJC =T' — -- WATER MAN W/ WATER AWN N 15' UTILITY �. 10' UIIUTY EASEMENT TO EASEMENT ts,-, e. tt+rs 138 LF 8- PVC • IRCUD TO IRCUD WATER MAIN - "'-------. - 14 DIRECTIONAL BORE I II COMRACTOR TO RESTORE SECTION CONTRACTOR TO RESib�RC'`"' lT c:nrr - ISttjEWALK-IN-KIND-UPON COMPLETION PROPOSED WATERMAIN INSTALLATION I ; I OF W ERMNN INSTALLATION IN THIS AREA', AREA IN KIND ..1..__. __ 176 LF 8 PVC WATER MAN IS IS 143 LF 6' PVC LI \ SAN. SEWER B 1.0R ' -I-- CONTRACTOR TO RESTORE V I I SP/2 5AF1 SERVICE L. I I I I E;I BOTTO SW. SERWCE LOC. T • INJ. 20.00 16.2 8' WM 15.2 2 23.6 8' FIRE 19.9 -. I PROPOSED FHAS 119 F II* I Ym1£ ET[vF i' I I I E `', ❑ INSTALL 8"X8" WATEIT IMINE m A TEE \ Wu w+ Av w I AAI w J 19 LF 8' PJC N4528'491E 30 LF 8' PJC =T' — -- WATER MAN W/ WATER AWN N 15' UTILITY �. 10' UIIUTY EASEMENT TO EASEMENT ts,-, e. tt+rs 138 LF 8- PVC • IRCUD TO IRCUD WATER MAIN - "'-------. - 14 DIRECTIONAL BORE I II COMRACTOR TO RESTORE SECTION CONTRACTOR TO RESib�RC'`"' lT c:nrr - ISttjEWALK-IN-KIND-UPON COMPLETION PROPOSED WATERMAIN INSTALLATION I ; I OF W ERMNN INSTALLATION IN THIS AREA', AREA IN KIND ..1..__. __ 176 LF 8 PVC WATER MAN CONFLICT TABLE LEGEND LI CONLRCTGROUND - ' -I-- CONTRACTOR TO RESTORE V I I SP/2 5AF1 SERVICE L. I I I I E;I BOTTO 'I CONFLICT Rl T 19.75 (_ 16.2 8' WM 15.2 2 23.6 8' FIRE 19.9 -. I PROPOSED FHAS 189 FORDCEILY HURCH 4" FIRE 8 LF 6' PVC Sr 3' FM ) 4 24.4 16' WM ®,.OR CATCH BASIN 187 LF 3' PVC 8' GV (A) NEW OR RELOCATED, UNDERGROUND WATER MINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT FORCE MAN LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE Of ANY EXISTING OR PROPOSED STORM MANHOLE ' I i STORM SEWER. STORM WATER FORCE AWN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610FAC. GATE VALVE E' R)VIDE A H (LORIZONT& DISIANCE OF AT �ANDDUNDERGROUND WATER 1 163 LF B' PVC I I _ TEE WATER MAIN I \, FIRE HYDRANT Q 10' UTILITY EASEMENT' ANY EXISTING OR PROPOSED GRAVITY OR PREASSURE-FYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECWMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-610,FA.C. WE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER LININS ANO GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED � J of O TO JHREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. LL WATER MAIN �A 5 LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED ON -SPE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED /N SECTION 381.0065(2),F.S, AND RULE LL Z 64E-6.002, F,AC. GRAVITY SEWER SERVICE J! (2) VF A, SEPARAON BETWEEN UNDERGROUND WATER MAINS AND SANPARY OR STORM SEWERS, WASTEWATER Z OR STORM WATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. SEWER FORCE MAIN (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EWSRNG OR PROPOSED GRAVPY OR Q / Q 1 I YACUUME-IWE SANITARY SEWER OR STORM SEWER SHALL BE LVD SO THE OUTSIDE OF THE WATER MAIN lS AT LEAST SIX IDHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW RITE OUTSIDE OF THE ! F Tg Ef OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MANN ABOVE THE OTHER PIPELINE PROPOSED ASPHALT U) (B) NEW OR RELOCATED, UNDERGROUND WATER MINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE 54N/TARP SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEI'ID RECLAIMED WATER SHALL LLI ~ EXISTING CONCRETE ll BE LAID SO THE OUTSIDE OF THE WATER MIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE ai 119 F II* I Ym1£ ET[vF i' I I I E `', ❑ INSTALL 8"X8" WATEIT IMINE m A TEE \ Wu w+ Av w I AAI w J 19 LF 8' PJC N4528'491E 30 LF 8' PJC =T' — -- WATER MAN W/ WATER AWN N 15' UTILITY �. 10' UIIUTY EASEMENT TO EASEMENT ts,-, e. tt+rs 138 LF 8- PVC • IRCUD TO IRCUD WATER MAIN - "'-------. - 14 DIRECTIONAL BORE I II COMRACTOR TO RESTORE SECTION CONTRACTOR TO RESib�RC'`"' lT c:nrr - ISttjEWALK-IN-KIND-UPON COMPLETION PROPOSED WATERMAIN INSTALLATION I ; I OF W ERMNN INSTALLATION IN THIS AREA', AREA IN KIND ..1..__. __ 176 LF 8 PVC WATER MAN CONFLICT TABLE LEGEND LI CONLRCTGROUND - ' -I-- CONTRACTOR TO RESTORE LOWER PROPOSED WATERMAIN INSTALLATION I I AREA IN KIND NUMBER ELEV I I I I E;I BOTTO 'I CONFLICT Rl T r 1 (_ 16.2 8' WM 15.2 2 23.6 8' FIRE 19.9 -. I PROPOSED FHAS 189 FORDCEILY HURCH 4" FIRE T(SP#3) 3' FM ) 4 24.4 16' WM R ` UTILITY PLAN SCALE : 1' = 30' 72 HOURS BEFORE DIGGING CALL TOLL FREE KNOW WY� SELOW SUNSHWE81 I.COM NOTE: CONTRACTOR TO RESTORE IN KIND THE GRASSED AREAS, TREES AND/OR ANY EXISTING APPURTENANCES WITHIN THE CHURCH'S PROPERTY THAT ME BE IMPACTED DUE TO THE INSTALLATIONT F THE PROPOSED 8' WATERMAN ANDFIRE HYDRA / \/ f DRY POND 0.30 AC i� DRY POND 0.09 AC 75 LF 8" PJC WATER MAIN wl �MY ---- YY -- — — NI1 130 LF 8' PVC N452B49'E WATER MAIN Y20.- ♦ SPP'1 \ 15' UTILITY EASEMENT TO IRCUD 10 LF 8' PJC 10' LNIUTY - WATER MAIN EASEMENT.tO GRAPHIC SCALE ( IN FEW ) 1 inch = 30 fL H.sst.Frr q ORDWATp rFDLCHORING I' IR POLE ReQUIRE. CONFLICT TABLE LEGEND LI CONLRCTGROUND UPPER UPPER LOWER LOWER NUMBER ELEV �1CONCRETE BOTTO MITERED END SECTION T r 1 (_ 16.2 8' WM 15.2 2 23.6 8' FIRE 19.9 NYLOPLAST YARD BASIN 189 3 23.6 4" FIRE 20.3 3' FM 18.9 4 24.4 16' WM 17.0 15' ADS STM 1ELO CATCH BASIN 8' GV (A) NEW OR RELOCATED, UNDERGROUND WATER MINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT ` LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE Of ANY EXISTING OR PROPOSED STORM MANHOLE ' I i STORM SEWER. STORM WATER FORCE AWN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610FAC. GATE VALVE R)VIDE A H (LORIZONT& DISIANCE OF AT �ANDDUNDERGROUND WATER 1 1 I I _ TEE LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF RIE WATER MAN AND THE OUTSIDE OF FIRE HYDRANT Q T, ( ANY EXISTING OR PROPOSED GRAVITY OR PREASSURE-FYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECWMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-610,FA.C. WE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER LININS ANO GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED � J of O TO JHREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. LL WATER MAIN �A 5 LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED ON -SPE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED /N SECTION 381.0065(2),F.S, AND RULE LL Z 64E-6.002, F,AC. GRAVITY SEWER SERVICE J! (2) VF A, SEPARAON BETWEEN UNDERGROUND WATER MAINS AND SANPARY OR STORM SEWERS, WASTEWATER Z OR STORM WATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. SEWER FORCE MAIN (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EWSRNG OR PROPOSED GRAVPY OR Q / Q 1 I YACUUME-IWE SANITARY SEWER OR STORM SEWER SHALL BE LVD SO THE OUTSIDE OF THE WATER MAIN lS AT LEAST SIX IDHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW RITE OUTSIDE OF THE ! F Tg Ef OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MANN ABOVE THE OTHER PIPELINE PROPOSED ASPHALT U) (B) NEW OR RELOCATED, UNDERGROUND WATER MINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE 54N/TARP SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEI'ID RECLAIMED WATER SHALL LLI ~ EXISTING CONCRETE ll BE LAID SO THE OUTSIDE OF THE WATER MIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE ai U) C\ (L OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY RIE WATER MIN ABOVE THE OTHER PIPELINE. IL PROPOSED CONCRETE &5 U) O RodP -11459.20' 4 POLE LIGHTING (BY OTHERS) - j Centra/ angle=1"H'4Y ' Length=349.29' o BOLLARD LIGHTING (BY OTHERS) '( f!Q 5 Chwd Be0re19=575'40'58 T Chwd=349.27' ' 4 EXTERIOR BUILDING LIGHTING (BY C (A) D WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER WNHOLG } 5 r (8) EFFECTIVE AUGUST 28, 2003, WATER MINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR FL. P.E/55313 { h�l COME INTO CONTACT NPH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. (4) $HEFT t DR RECLAIMED WA PP /N AND ON 5 AGE DTATMENr AND DISPOSALSYS M NEW OR —ULATED FlRE HYDRANTS WIN UNDEOROUND DRAINS SHALL BE LOCATED SO THAT THE GRINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORY WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FA.C; AT LEAST THREE FEET, AND ^ ,v= PREFERABLY TEA/ FEET, FROM ANY EXISTING OR PROPOSED VACUUM -T E SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISBNG OR PROPOSED GRAVITY -OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PPEUNE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER — EXIS1fING 11,6" PVC WATE(S MAIN i ti OF 15 DISPOSAL SYSTEM' AS DEFINED IN SECTION 361.0065(2), F.S. AND RULE 64E-6.002, FAC. 13-330 Sjjf( +.i € f IJTRACTOR TO i ORDWATp rFDLCHORING I' IR POLE ReQUIRE. G 9.1 TD m Lu N17n Uj MO F) LL FN Co (D l �n =2u�in as OQNN NWNI� Loo=X �w TDW 0.LL ma �, Uw 4 N r ZU, Q �¢U N� Le Wiz I�LU0S l ,y� CONFLICT TABLE LI CONLRCTGROUND UPPER UPPER LOWER LOWER NUMBER ELEV PIPE BOTTO PIPE P� 1 20,2 24"RCP 16.2 8' WM 15.2 2 23.6 8' FIRE 19.9 3' FM 189 3 23.6 4" FIRE 20.3 3' FM 18.9 4 24.4 16' WM 17.0 15' ADS STM 1ELO G 9.1 TD m Lu N17n Uj MO F) LL FN Co (D l �n =2u�in as OQNN NWNI� Loo=X �w TDW 0.LL ma �, Uw 4 N r ZU, Q �¢U N� Le Wiz I�LU0S l ,y� LI Z 1' CRACTDh TO RRE PORTI01) OF L (' ALK IN KIND 11LET10 RMAIN TAP Or_ _SIPP COM 1 r r T FDEP SEPARATION CRITERIA: J ff,,''..,,,, 14TALL TEMPOryAW ,JUMPER CONNECT TO , 1 F.kISTINO 16 PIM (1) NOR/ZONAL SEPARATNIN BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT (— WITH 15•X6• IS&V _ AND DISPOSAL SYSTEMS. 8' GV (A) NEW OR RELOCATED, UNDERGROUND WATER MINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT ` LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE Of ANY EXISTING OR PROPOSED STORM SEWER. STORM WATER FORCE AWN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610FAC. R)VIDE A H (LORIZONT& DISIANCE OF AT �ANDDUNDERGROUND WATER 1 REE FEETPREFEBLYY TEN FEET. BETWEEN TH£ OUTSIDE OF ME T ME NITER AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF RIE WATER MAN AND THE OUTSIDE OF Q T, ( ANY EXISTING OR PROPOSED GRAVITY OR PREASSURE-FYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECWMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-610,FA.C. WE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER LININS ANO GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED � J of O TO JHREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. LL (0) NEW OR RELOCATED, UNDERGROUND WATER MINS SHALL BE LAD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED ON -SPE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEFINED /N SECTION 381.0065(2),F.S, AND RULE LL Z 64E-6.002, F,AC. Y IT (2) VF A, SEPARAON BETWEEN UNDERGROUND WATER MAINS AND SANPARY OR STORM SEWERS, WASTEWATER Z OR STORM WATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. Y: (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EWSRNG OR PROPOSED GRAVPY OR Q / Q 1 I YACUUME-IWE SANITARY SEWER OR STORM SEWER SHALL BE LVD SO THE OUTSIDE OF THE WATER MAIN lS AT LEAST SIX IDHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW RITE OUTSIDE OF THE M J W F Tg Ef OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MANN ABOVE THE OTHER PIPELINE D U) (B) NEW OR RELOCATED, UNDERGROUND WATER MINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE 54N/TARP SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEI'ID RECLAIMED WATER SHALL LLI ~ m W ll BE LAID SO THE OUTSIDE OF THE WATER MIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE ai U) C\ (L OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY RIE WATER MIN ABOVE THE OTHER PIPELINE. IL PPE SILllL BE CENiEAT THE UTILITY REOINGS ABOVfEOR BELOW MIN AEA07HER PIPGRAPHS ELIAND NE S(1�RTE WATER MA/N JOINTSDIFILL BE ATH OF S FAR AS WIN POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO &5 U) O THAT ALL THE WATER MIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER REGULATED U UNDER PART III OF CHAPTER 62-610, FAC., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAWTY OR SURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED LANDER OF CHAPTER 62-6 PART III 10, FAC. (3)RM (A) D WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER WNHOLG AARON J. BOWIES (8) EFFECTIVE AUGUST 28, 2003, WATER MINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR FL. P.E/55313 COME INTO CONTACT NPH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. (4) $HEFT DR RECLAIMED WA PP /N AND ON 5 AGE DTATMENr AND DISPOSALSYS M NEW OR —ULATED FlRE HYDRANTS WIN UNDEOROUND DRAINS SHALL BE LOCATED SO THAT THE GRINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORY WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FA.C; AT LEAST THREE FEET, AND ^ ,v= PREFERABLY TEA/ FEET, FROM ANY EXISTING OR PROPOSED VACUUM -T E SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISBNG OR PROPOSED GRAVITY -OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PPEUNE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-670, FAC.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED ON-SITE SEWAGE TREATMENT AND OF 15 DISPOSAL SYSTEM' AS DEFINED IN SECTION 361.0065(2), F.S. AND RULE 64E-6.002, FAC. 13-330 1. WHERE SOa CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REWIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MAMMALS SHALL BE CONSISTENT WH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/27 MIN. MK.) 4. COMPACTION PERCENTAGES SHOW REFER TO A.AS.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / F.D.GT. STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 7. TRENCH WIDTH 'w = PIPE O.D. PLUS 2'-0'. B. USE TRACE WIRE ON MAINS. (SEE DETAIL) (PAVED AREAS) TRENCH DETAIL E TRENCH AS REO'D. IX MAINTAIN TRENCH WIDTH 2'-0' ABOVE TOP OF PIPE - MATCH EXISTING GRADE SAW -CUT EXISTING ASPHALT \ AT SAW -OUT EXISTING PROPOSED ASPHALT CONCRETE PAVEMENT STABILIZED SUBGRADE PAVEMENT SAW -CUT AND BUTT JOINT M.T.S. (ALTERNATE) 1' TYPE SP -9.5 ASPHALTIC CONCRETE FRICTION COURSE 2' TWE SP -12.5 CONSTRUCT 6' COQUINA OR g' ASPHALTIC CONCRETE LIME ROCK BASE COMPACTED SIRI)CTURAL COURSE TO 98X MAX. DRY DENSITY PER AASHTO T-180 METHOD. UM1 L00 STABILIZED SUBGRADE MIN. DEPTH OF 8. COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD. MIN. EBV 50 Psi. MIX TO HOMOGENOUS MIXTURE. F.D.O.T. FLEXIBLE PAVEMENT SECTION FOR TURN LANE IMPROVEMENTS r GRADE Ij� SURFACE RESTORATION 6' O MECHANICALLY SAW EXISTING PAVEMENT MIN. SAW-CUT AND TACK HHovID METHODOD TO AACCHIEVE T COAT EXISTING EDGE 1'-0" 95R COMPACTION EXISTING ASPHALT PROPOSED ASPHALT `PAVEMENT 0S.­ &U0 F9VOF50 p..;. CGMPACMV TO 98X MAX. DRY DENSITY PER AASHTO T-180 METHOD SEE NOTE B MIX TO HOMOGENOUS MIXTURE. REPLACEMENT UMBASE 6' MAX. LAYER. OR 3 IN 3 LIFTS AT T 98% OTHER...... R IETHOD TO ACHE 9SXVE 95X COMPACTION 4' MAX. I MAX. WATER LEVEL LAYERS ALLOWABLE DURING CONSTRUCTION AT 9$R 3/4' DIA. BEDDING ROCK( 12' PIPE 12'' OR PEA ROC( WHERE OD -- CONATIONS REQUIRE UNASTURBED S.L. TRENCH WipTIi •w NOTES 1. WHERE SOa CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REWIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MAMMALS SHALL BE CONSISTENT WH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/27 MIN. MK.) 4. COMPACTION PERCENTAGES SHOW REFER TO A.AS.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / F.D.GT. STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 7. TRENCH WIDTH 'w = PIPE O.D. PLUS 2'-0'. B. USE TRACE WIRE ON MAINS. (SEE DETAIL) (PAVED AREAS) TRENCH DETAIL E TRENCH AS REO'D. IX MAINTAIN TRENCH WIDTH 2'-0' ABOVE TOP OF PIPE - MATCH EXISTING GRADE SAW -CUT EXISTING ASPHALT \ AT SAW -OUT EXISTING PROPOSED ASPHALT CONCRETE PAVEMENT STABILIZED SUBGRADE PAVEMENT SAW -CUT AND BUTT JOINT M.T.S. (ALTERNATE) 1' TYPE SP -9.5 ASPHALTIC CONCRETE FRICTION COURSE 2' TWE SP -12.5 CONSTRUCT 6' COQUINA OR g' ASPHALTIC CONCRETE LIME ROCK BASE COMPACTED SIRI)CTURAL COURSE TO 98X MAX. DRY DENSITY PER AASHTO T-180 METHOD. UM1 L00 STABILIZED SUBGRADE MIN. DEPTH OF 8. COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD. MIN. EBV 50 Psi. MIX TO HOMOGENOUS MIXTURE. F.D.O.T. FLEXIBLE PAVEMENT SECTION FOR TURN LANE IMPROVEMENTS r GRADE Ij� ON-SITE FLEXIBLE PAVEMENT SECTION O N.T.S. 6' MAX. LAYERSOTH OR SAW-CUT AND TACK HHovID METHODOD TO AACCHIEVE T COAT EXISTING EDGE 1'-0" 95R COMPACTION EXISTING ASPHALT PROPOSED ASPHALT `PAVEMENT MAXIMUM WATER LEVEL 4' MAX. ALLOWABLE DURING LAYERS CONSTRUCTION AT 95% 3/4" DIA. BEDDING ROCK 12' PIP 12 OR PEA ROC( WHERE 'D' UNDISTURBED CONDITIONS REWD. TRE CH DTH SOIL NOTES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. z SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOW REFER TO A.A.S.H.T.O. T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 5. TRENCH WIDTH 'W = PIPE O.D. PLUS 2'-0'. 6. USE TRACE WIRE ON MAINS. (SEE DETAIL) 7. ALL RESTORA71ON IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. (UNPAVED AREAS) TRENCH DETAIL VARIES SEE PLAN SLOPE TO SWALE OR AWAY AWAY FROM BUILDING 2R MAX E ON-SITE CONCRETE SIDEWALK DETAIL N.T.S. 72 HOURS BEFORE DIGGING GIL TOLL FREE M KNOW N-TSESII BELOW I SUNSHINEg11.COY M EXISTING BASE -/PROPOSED BASE EXISTING SUB -GRADE PROPOSED SUB -GRADE PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. A4 DOWELS NCHORING FOR #4 DOWEL (2 REQUIRED) V-0" 4'-0" 1'-0" 6'-0" SECTION FRONT ELEVATION PRE -CAST CONCRETE WHEEL STOP DETAIL NTS 6' SLOPE TO GUTTER / ROADWAY (2S MAX.) V\\ STABN2ED SUB -GRADE F8V OF 50 P. s.4 COMPACTED TO 98X MAX. DRY DENSITY PER AASHTO T-160 METHOD MIX TO HOMOGENOUS MIXTURE. OFF SITE CONCRETE SIDEWALK DETAIL N.T.S. PAVEMENT GRADE (TERRRMX RI ALL AROUND _ 12• MIN. LAP AT TOP) TOP OF TRENCH 15' PERFORATED 1' WASHED DRAMFIELD ROCK ADS N-12 TOP OF PIP - /T�UH INV. FL = "" L INV. EL = 20.50 BOTTOM OF TRENCH IINV. EL = 20.00 EXFILTRATION TRENCH SECTION N.T.S. PAVEMENT TRAFFIC BEARING GRATE FINISHED CATCH BASIN AS SPECIFIED GRADE ON DRAINAGE PLANS FASTEN FILTER (,f„ CLOTHTO PIPE FILTER CLOTH WITH ALUMINUM WIRE ® �� t' PERFORATED PIPE . }� (ADS N-12) GRAUNFlELD ROCK I �GTH OF NON -PERFORATED FILTER CLOTH PIPE EACH SIDE (SEE PGD PLAN) GRAINFIELD ROCK EXFILTRATION TRENCH PIPE CONNECTION DETAIL N.T.S. ITS (ALTERNATE) PLAN PRE -CAST TYPE 'C' CATCH BA61N N.T.S CAST IRON H-20 RATED GRATE FOR DETAILS SEE PAGE 4B INLET AND OUTLET ADAPTORS AVAILABLE 4' THRU 15' VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTORS FOR: SDR -35 SEWER CORRUGATED POLYETHYLENE SCHEDULE 40 DW CORRUGATED PVC RIBBED PVC 12* o � LM -11 z I L '(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE '(2) MAXIMUM - 0' TO 359'. TO DETERMINE MINIMUM RECOMMENDED - ANGLE BETWEEN ADAPTORS SEE SHEET OVERALL HEIGHT 10' /S 12' DRAIN BASIN SECTIONALELEVATION TOP OF CDNCRETE PAD � OF ASPHALT -i/ /11/1oP TYPICAL DOUBLE SWING GATE W/SLATS CONCRETE PAD DETAIL CONCRETE BLOCK DUMPSTER ENCLOSURE DETAIL GRILL HOLES W CONCRETE FOR GATE STOPS PLAN AND AIDE I I ArvIE' IML LANONC LOGIE -AT OY W nE IE1II fAN0W0 HEAD tX EACH STAifACE O' RAMP RISER TMNOCAP Sf SAW ON— MY' OF PVE WERE APPT.reatc ` AIAAGID annvaE Fl75r 5' UNREINFORCED CONCRETE (F O 01..9' M. 0.2' 3 0.02' TRUNCATED DM O r I A O O THE TOP "DTH OF THE AND A MAXI M OF 65% OF ETHE BASESHALL EDIAMETER. d' SOX MAX 0S.­ &U0 F9VOF50 p..;. CGMPACMV TO 98X MAX. DRY DENSITY PER AASHTO T-180 METHOD MIX TO HOMOGENOUS MIXTURE. CONCRETE PAVEMENT SECTION ITS (ALTERNATE) PLAN PRE -CAST TYPE 'C' CATCH BA61N N.T.S CAST IRON H-20 RATED GRATE FOR DETAILS SEE PAGE 4B INLET AND OUTLET ADAPTORS AVAILABLE 4' THRU 15' VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTORS FOR: SDR -35 SEWER CORRUGATED POLYETHYLENE SCHEDULE 40 DW CORRUGATED PVC RIBBED PVC 12* o � LM -11 z I L '(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE '(2) MAXIMUM - 0' TO 359'. TO DETERMINE MINIMUM RECOMMENDED - ANGLE BETWEEN ADAPTORS SEE SHEET OVERALL HEIGHT 10' /S 12' DRAIN BASIN SECTIONALELEVATION TOP OF CDNCRETE PAD � OF ASPHALT -i/ /11/1oP TYPICAL DOUBLE SWING GATE W/SLATS CONCRETE PAD DETAIL CONCRETE BLOCK DUMPSTER ENCLOSURE DETAIL GRILL HOLES W CONCRETE FOR GATE STOPS PLAN AND AIDE I I ArvIE' IML LANONC LOGIE -AT OY W nE IE1II fAN0W0 HEAD tX EACH STAifACE O' RAMP RISER TMNOCAP Sf SAW ON— MY' OF PVE WERE APPT.reatc ` AIAAGID annvaE Fl75r HANDICAPPED PARK/NC SIGN PER FTP -21-O6 �- & F7P-22-06 HaazoNru PBo,Ecncw z' oB BUN FrP-zs (ADDT) R uy�yy�lluyl MAM ZZovru SEE 1:12 TO t Fns 30 JO 1:11 TO c 1:20 JO NO NOIEs 12' 1. TDP PGRTNW OF FIP 25 SHML IM4£ A REilE01WE OWE BACK(MWND WTH REFLECTIVE SYMBOL AND BOROE0. - 2. BOTTOM PORTION SMALL HAYS A REFLECTWE WHITE IPARKINGBACKONOLND WM .LAO( OPAQUE LEGEND ANDBORDER.ALL LETTERS ARE 1' SERIES'C' (NOT) 4. saNFABwGnaN FROMD.afiasTED.Posy roBE -SQUARE' TYPE STEEL AND SET IN GDNDRp22'.2N- DEEP. BonoM OF - TO BE SET AT S. HDOIT SHALL BE r FEET MEASURED FROM THE GROUND OR 9DEWAQ TO 11E BOMIM OF -PERMIT Oar HON OR S FEET TO THE BOTTOM OF 1250 EWE- -- HANDICAPPED PARKING DETAILS N.T.S. ON RAMP. THAT ARE PERPENDICULAR WITH THE CURB UNE. TME DOME PATTERN SHALL BE IN -UNE WITH THE DIRECTION OF TRAVEL ON ME 1.6' MIN. RAMPS INTERSECTING CURBS ON A RADIUS711E DOME PATTERN SHALL <_ 2' 2.4' MAX. BE W -UNE WITH THE DIRECTION OF EDGE OFDETECTABLE WING i f--"'� 1RAVEL 70 THE EXTENT PRACTICAL. ARN ss -0 O 01..9' M. 0.2' 3 0.02' TRUNCATED DM O r I O O O THE TOP "DTH OF THE AND A MAXI M OF 65% OF ETHE BASESHALL EDIAMETER. d' SOX MAX TRUNCATED DOME <_ 2' 2.4' MAX. BE W -UNE WITH THE DIRECTION OF EDGE OFDETECTABLE WING i f--"'� 1RAVEL 70 THE EXTENT PRACTICAL. ARN ss -0 O 01..9' M. 0.2' 3 0.02' TRUNCATED DM O r I O O O THE TOP "DTH OF THE AND A MAXI M OF 65% OF ETHE BASESHALL EDIAMETER. d' SOX TRUNCATED DOME O O O O BASE -TO -BASE SPACING SHALL BE 0.65' MINIMUM BETWEEN DOMES. PLAN VIEW ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND TIE FULL WIDTH OF TINE RAMP AND IN TIE DIRECTION OF TRAVEL 24 INCHES (610 MM) FROM TIE BACK OF CURB. CURB RAMP DETECTABLE WARNING DETAIL N.T.S. O -fn F ED '.2i _1 Nm� JO Do LLWW nF m I=ML T� OQNN 1 1 N W N h m�^ ro0IX ro0.'LLLL oa �; FDOT 2014 DESIGN STANDARDS 6. 7 _-0 M ¢° ®®m��®I0©m®�mmmmm��®®oo memo®mo®Ilam®mmmvom®o©om m®mEF' mt0I0®comm®mmmmtam©m© o®o®moomaommmmmmmE»©o©o 10 EII7m 001Ea� tFfSi 00 mtOm O�EE}l ®ta©l00 D ©msun m�mmmommmm®gym®000©o Dmm ES71m 0 ED7 T)0 mmm00®®0000 EM l©lm®� ®1E27�E�11p0�� 0E�E ElfEi�®©l0lDE7 O0m�0t11TJ ET- oEJ�pE:£EE�®E>F- Ea E:�®0©E� Eul®mE3�EF.�ptO �T• p©�EE7�Ed'J ESEp EAE®It00ElE m�®®®0l�®0®®�tta®tII1Ea�®0©oE7 NElaEE OEzM���tII7®oE'-' tam®m0m®©©©� o®momczm mELIMiN Ea10mtoo o�omlt®EI'Li0®omt®I�®®�10022zm ©mo o�m®mm mmommmm00mmmoo®o ©m0�m�00o0�E' m®�0®Ea000� �0m O0���0EL'E EREEf ®0000 °� FDOT 2014 DESIGN STANDARDS 6. 7 _-0 M ¢° -- Depth Of Sowcut °� I 1 P � »sl.armsW rNM.v +9-xGnrL 5" Moz. I I 0.67' TOP VIEW -SINGLE PIPE r� swx. rr wr r°9npP.r r�rem sw.nw. � 0" Max. r v wnocrw�tlp°r rW f- 71' Sd. POND BOTTOM EL. 20.75_ �v � mel � x�w�m rm xw4. y�t��•a°• (�x to e° rm M Icw.uvelm M+N vH� r uw s�nlm 1 vis. rwnn r m SECTION r FDOT 2014 DESIGN STANDARDS TYPE "0w CONCRETE CURB N.T.S. Slope To Fit Driveway Std. 6" Min. - �p2�-per /�� �p�p VFIv1 VV111L3 N.T.S. 72 HOURSBEFORE DIGGING CALL TOLL FREE KNOW T's BELOW sUNSMNEB I I.LY)N 8' U -BLOCK - w/ 15 BAR CONT. B• CMU WALL - IN RUNNING BONO 17 0 48" O.C. IN - GROUTED CELL -BM RL BE PLACED 24" FROM INSIDE FACE 15 ®24" TOP VIEW -MULTIPLE PIPE SINGLE AND MULTIPLE ROUND CORRUGATED METAL PIPE CROSS DRAIN MY-MRED END SECTION 272 IOf 6 ALUM. PEDE57RLO WVIDRNL AS PER 2014 FOOT SID. INDEX 862 �i 10' ID' 1 23.40 23.50 2350 23,45 BUILDIN . G 1:1 MAX. F.F.I.- 24.00 MATCH EXISTING EXISTING L GROUND `\ 2ADSTORM 3•PVCFM WM SECTION A -A HOR. SCALE: 1"=10' VER. SCALE: 1"=5' 9' PKG. 24' PAVEMENT 4.1' S. 1 TYPE 'D" TYPE CURB CURB I 1 23.25 23,75 23.05 23.70 3:1 M�AX..� 23.223MATLM EXISTIN_.-_._.. _ ..._.. _.._. EXISTING GROUND SECTION B -B HOR, SCALE: 1'=10' VER. SCALE: 1"=5' R 4' 6. 7 _-0 M ¢° -- Depth Of Sowcut °� I 1 P � . 0" Min. � 5" Moz. I I 0.67' 'a COUNTY UTILITY 1 EASEMENT � 0" Max. 3:1 MAX. 23.00 I (T--111= �- f- 71' Sd. POND BOTTOM EL. 20.75_ EXISTING LURB 6" Mtn.t° TYPE F MOD ._._. ..............._._._I...-.:: I RETAINING WALL 29.90 24.30 Sawcuts should be voided within valley gutter 8" and within mb and gutter endings. 415 BARS CONT. 1 -5" CONTRACTION JOINT IN CURB AND GUTTER TYPE F MOD HOR. SCALE: 1"=10' VER. SCALE: SECTION C -C Ind IN Curb 1 (SEE DETAIL THIS SHEET) Y1 115 BMS COM. Edge 01 Pavt. B" WATER MAIN Edge Of Pa PIAN PIAN 23 70 3 TZ. Too IN curb �--{-1 Trans. TOP oL carbo �1 Gut Gutter PROFILE PROFILE FLARED END STRAIGHT END TYPE T" CURB AND GUTTER TYPE "0w CONCRETE CURB N.T.S. Slope To Fit Driveway Std. 6" Min. - �p2�-per /�� �p�p VFIv1 VV111L3 N.T.S. 72 HOURSBEFORE DIGGING CALL TOLL FREE KNOW T's BELOW sUNSMNEB I I.LY)N 8' U -BLOCK - w/ 15 BAR CONT. B• CMU WALL - IN RUNNING BONO 17 0 48" O.C. IN - GROUTED CELL -BM RL BE PLACED 24" FROM INSIDE FACE 15 ®24" TOP VIEW -MULTIPLE PIPE SINGLE AND MULTIPLE ROUND CORRUGATED METAL PIPE CROSS DRAIN MY-MRED END SECTION 272 IOf 6 ALUM. PEDE57RLO WVIDRNL AS PER 2014 FOOT SID. INDEX 862 �i 10' ID' 1 23.40 23.50 2350 23,45 BUILDIN . G 1:1 MAX. F.F.I.- 24.00 MATCH EXISTING EXISTING L GROUND `\ 2ADSTORM 3•PVCFM WM SECTION A -A HOR. SCALE: 1"=10' VER. SCALE: 1"=5' 9' PKG. 24' PAVEMENT 4.1' S. 1 TYPE 'D" TYPE CURB CURB I 1 23.25 23,75 23.05 23.70 3:1 M�AX..� 23.223MATLM EXISTIN_.-_._.. _ ..._.. _.._. EXISTING GROUND SECTION B -B HOR, SCALE: 1'=10' VER. SCALE: 1"=5' R 4' RETAINING WALL SECTION SCALE NTS R/W U.S. ND 1 18' 9't 2' (SOUTHBOUND LANES) 1 CROSS 1 WALK "DROP' CURB 24.03 MATCH EXISTING 24.00 24.20 1 2% k4: 1 MAX 1 EXISTING I EXISTING GROUND RETAINING WALL SECTION D -D NOR. SCALE: 1"=1d VER. SCALE: 1"=5' 10' R - 1 2' 1 -INDIAN RIVER EAMENT COUNN UTILITY SE 3:1 MAX. 23.50MATCH 1 EXISTING 3:1 MAX. 23.30 POND BOTTOM EL 21.10 -_ _ . .. ... .... .... ...._. - ._._ i <. __.._._, ; EXISTING GROUND e" WATER MAIN -L0 SECTION E -E HEIR. SCALE: 1"=10' VER. SCALE: 1"=5' 10 DRY POND 6.75' 2' 8' 3.3 6' 2' 9.7': 3.33' 4' R 1 CONC. TURN L WALK .INDIAN RIVER 0.87' I I 0.67' 25.24 25.12 COUNTY UTILITY 1 EASEMENT 24.62 23.00 3:1 MAX. 23.00 I (T--111= �- TYPE "D" POND BOTTOM EL. 20.75_ EXISTING LURB CURB ._._. ..............._._._I...-.:: I RETAINING WALL 29.90 24.30 EXISTING GROUND I - 415 BARS CONT. SECTION H -H I 2', 20.5 r HOR. SCALE: 1"=10' VER. SCALE: SECTION C -C 1 RETAINING WALL W/HANDRAIL 1 (SEE DETAIL THIS SHEET) HDR. SCALE: 1"=10' VER. SCALE: 1"=5' 115 BMS COM. )^..O.i B" WATER MAIN RETAINING WALL SECTION SCALE NTS R/W U.S. ND 1 18' 9't 2' (SOUTHBOUND LANES) 1 CROSS 1 WALK "DROP' CURB 24.03 MATCH EXISTING 24.00 24.20 1 2% k4: 1 MAX 1 EXISTING I EXISTING GROUND RETAINING WALL SECTION D -D NOR. SCALE: 1"=1d VER. SCALE: 1"=5' 10' R - 1 2' 1 -INDIAN RIVER EAMENT COUNN UTILITY SE 3:1 MAX. 23.50MATCH 1 EXISTING 3:1 MAX. 23.30 POND BOTTOM EL 21.10 -_ _ . .. ... .... .... ...._. - ._._ i <. __.._._, ; EXISTING GROUND e" WATER MAIN -L0 SECTION E -E HEIR. SCALE: 1"=10' VER. SCALE: 1"=5' 10 10' 3.33' 4' R .INDIAN RIVER 0.87' I I 0.67' 0.67' COUNTY UTILITY 1 EASEMENT 0.671 TYPE "0" TYPE "D" 23.75 23.85 24.20 LURB CURB 23.40 29.90 24.30 24.30 23.80`��.70.. IM3.80 SECTION H -H I 2', 20.5 r HOR. SCALE: 1"=10' VER. SCALE: 1'=5' 1 RETAINING WALL W/HANDRAIL 1 (SEE DETAIL THIS SHEET) I- 1 ....._ )^..O.i B" WATER MAIN ` E%ISTING GROUND SECTION F -F HOR. SCALE: 1"=10' VER. SCALE: V=5' 15' DRY PONT) 113.5' 16.5' 23.50 1 BUILDING 11,41 23:50 1 3:1 MAX. F.F.E.= 24.00 POND BOTTOM EL 21.10 1 {fv� 31 MAX.- 12'�ADS STORAIJ _ -'-_ -MATCH EXISTING 8' WATER MAIN EXISTING GROUND SECTION G -G HOR. SCALE: 1'=1D' VER- SCALE: 1"=5' HWY 1 5 5 28 CONC. DRY POND WALK MATCH TYPE 'D' 0.67' r EXISTINGCURB VEHICLE " TYPE D' 23.75 23.85 24.20 ...-..-0.67' 23.40 OVERHANG LINE .._..... ........... ..._.. ._\_.._.__. `- EKISTI GROUND ITYPE SECTION H -H HOR. SCALE: 1"=10' VER. SCALE: 1'=5' 1.5' VEHICLE OVERHANG LINE I TYPE 'D' DDRB \ CE GROUND SECTION 1-1 HOR, SCALE: 1"=10' VER. SCALE: 1"=5' U.S. HWY 1 (SOUTHBOUND I MATCH EXISTNC 3:1 MAX10:11 - IND BOTTOM '---- EL 21.10 ............... ..... }..._... EXISTING CONC WALK EXISTING RETAINING WALL SECTION J -J HOR. SCALE: 1'=10' VER. SCALE: 1'=5 6.6' DRY POND 6.6' 23.30 3:1 MAX. 23.30 3:1 MAX. POND BOTTOM EL 21.10 ` EXISTING GRWND SECTION K -K HOR. SCALE: 1"=10' VER. SCALE: 1'=5' PRIVACY BERM 6' 2' 6' 0.67 TYPE "D" CURB 25.50 23.95 23.45 23.40 3:1 MAX. ` EXISTING GROUND SECTION L -L HDR.. SCALE 1"=10' VER. SCALE: 1"=5' R/W LINE � I 1 I I 1 MATCH 3:1 MAX. I EXISTING MATCH 22.50 226w EMATCH i 22.25 -- IST� ` EXISTING 1 GROUND j SECTION M -M HER. SCALE: 1"=10' VER. SCALE: 1"=5' nm O 61 N n �MOID a�vv F- LL yLLlnco OQ NC4 Nmnv �LL M 0= x Ld W G7 W0.LL mn SHEET C10 OF 15 12.1' 6.6' DRY POND 6.6' 3.6' 5 0.67' VEHICLE " TYPE D' OVERHANG LINE CURB ITYPE 'D" I CURB 24.20 23 70 13�f` 23.30 3:1 . MAX 23.30 I 24.05 23.55 3:1 MAX. POND 200 BOTTOM EL ........... _..- -- -........._.._ .- ... _...._._-._...._._. _ xL - - EXISTING GROUND 1.5' VEHICLE OVERHANG LINE I TYPE 'D' DDRB \ CE GROUND SECTION 1-1 HOR, SCALE: 1"=10' VER. SCALE: 1"=5' U.S. HWY 1 (SOUTHBOUND I MATCH EXISTNC 3:1 MAX10:11 - IND BOTTOM '---- EL 21.10 ............... ..... }..._... EXISTING CONC WALK EXISTING RETAINING WALL SECTION J -J HOR. SCALE: 1'=10' VER. SCALE: 1'=5 6.6' DRY POND 6.6' 23.30 3:1 MAX. 23.30 3:1 MAX. POND BOTTOM EL 21.10 ` EXISTING GRWND SECTION K -K HOR. SCALE: 1"=10' VER. SCALE: 1'=5' PRIVACY BERM 6' 2' 6' 0.67 TYPE "D" CURB 25.50 23.95 23.45 23.40 3:1 MAX. ` EXISTING GROUND SECTION L -L HDR.. SCALE 1"=10' VER. SCALE: 1"=5' R/W LINE � I 1 I I 1 MATCH 3:1 MAX. I EXISTING MATCH 22.50 226w EMATCH i 22.25 -- IST� ` EXISTING 1 GROUND j SECTION M -M HER. SCALE: 1"=10' VER. SCALE: 1"=5' nm O 61 N n �MOID a�vv F- LL yLLlnco OQ NC4 Nmnv �LL M 0= x Ld W G7 W0.LL mn SHEET C10 OF 15 NOTE: ALL STOCKPILES SHALL BE A /71 MAXIMUM OF 25' HIGH. SECTION A -A STGCKPILE OF ERODIBLE MATERIAL NOTE: FOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED PERIODS, THE AREA SMALL BE SEEDED AND MULCHED. SILT FENCE AND/OR HAY BALES (TYP.) SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE MATERIAL-N.T.S. LOOPS SIZED FOR 1" REBAR. UFT FILTER BAG FROM INLET USING REBAR FOR HANDLES. 1/4" BRIGHTLY Cl ROPE, EXPANSION LOOPS SIZED FOR 1" REBRR. USE SEEM FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. ONERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2X 2y" OR GREATER FILTER FABRIC SECTION A -A STRAWBALES, SANDBAGS OR SUPPLY WATER TO SPILLWAY CONTINUOUS BERM OF WASH WHEELS IF EQUIVALENT HEIGHT. NECESSARY , 1/ NOTE USE SANDBAGS, STRAW BALES C3q: o OR OTHER APPROVED METHODS TO C I �LL TO CHgNNEUZE RUNOFF i0 / \ BASIN AS REQUIRED. FLOW FLOW arlvsrvsvvrrvl 3 A A 2"-3" COURSE AG( `� MIN. fi" THICK DIVERSION RIDGE PLAN NOTES: 1. THE ENTRANCE SMALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SWILL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING 6 REQUIRED, R SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT-N.T.S. 17' MIN. STAKED AND TRENCHEDWIRE REINFORCED STAKED AND SILT FENCE TRENCHED SILT FENCE SURFACE RUNOFF TYP. 4" TYP. DOUBLE ROW STAKED SILT FENCE FOR USE AROUND WETLANDS-N.T.S INLET GRATE OVERFLOW HOLES (OPTIONAL) GEOTEXNLE BAG 2"X2"4" RUBBER BLOCK (TYP.) EILTERSACKS FOR GRATED INLETS AND STABILIZED ROADWAYS-N.T.S. ROCK POLY WHATTLES OR GEOHAY CURB INLET FILTER-N.T.S. POLY WHATTLE OR GEOHAY — ROCK ROCK SOCK -PIPE OR ROCK BAG INLET FILTER-N.T.S._y POST OPTXINS J 10'. ONt 211' 0 xAL POST PRINCIPLE POSE P7 ION5 SRT�QN —IRON (GAMED 2tl SffEL 1.33 IBS./R. WN.TOWARO FLOW) FABRIC Tw DLTER FMMC ELEVATION SECF8.5 _.TH SECTION VIJ� SPEC) NOTES: SRT FExCE TO BE PNB MR UNDER THE COWRACT WT PRICE FOR STAXED SILT FENCE (LF.) TYPE III SILT FENCE f FOR ttOPE III FENCE BE IN RDMCE ® xARr L SHEET t of 3 Axo ORCH ART I. SHEE I OIlAIWLE— STRUCNREB sxEn z of 3 TYPE III SILT FENCE PROTECTKIN M011N0 OITCN BORON INLETS WNOT SV FENCES LME TO BE USED PT IE UP LMD LOGR015 DT NRMOBY WRIERS. ING ­ ISO AT PERLUNEM BOOZES O�WAIER. SILT FENCE APPLICATIONS—NTS ORIENTATION WHEN INSTALLED (TIDAL SITUATION -TYPE III) -N T.S STAPLES (2 PER BALE). STRAW BALE WOOD OR METAL BINDING WIRE STAKES (2 PER BALE) 10 mil PLASTIC LINING NATIVE MATERIAL SECTION B -B (OPTIONAL) NOTES: J" TIE ROPE AUTOMATIC FLASHING LIGHT FOLDS FDR FLOTATION SHOWN REMOVES ALL VERTICAL COMPACT STORAGE ALL SEAMS HEAT SEALED TYPE 1. DOT FOR WATERS WITH LOW FORCES FROM THE CURTAIN, ECONOMY FABRICS AVAILABLE CURRENTS (NO MORE THAN ONE F00T - 18 OZ. 300 LB. IN. STANDARD / PER SECOND) AND LIGHT WINDS: CONNECTION LAKES, PONDS, SMALL STREAMS, BUOY ATTACH LINES i_ CHAIN MARSHES. FLEXIBLE TOP FLOTATION NYLON _ 10 mil PLASTIC LINING SECTION WITH ENCAPSULATED EPS FOAM FLOTATION LOGS (6"X6'X4') REINFORCED VINYL CONTAINMENT TEMPORARY TYPE I TOP LOAD LINE III," VINYL CONCRETE STRESS PLATE (TO REMOVE COATED CABLE WASHOUT FACILITY. WATER SEAL PRESSURE FROM FLOATS) FLOTATION TYPE 2. DOT FOR HIGHER CURRENT PVC SLOT -CONNECTOR FOLDS EVERY 6' WATERS (UP TO EWE FEET PER SECOND): DEEPER LAKES, STREAMS, STRESS BAND INTERCOASTAL AND TIDAL AREAS. o STRESS PLATE INCLUDES AN ENCAPSULATED STEEL CHAIN BALLAST LOAD CABLE ALONG TOP OF BARRIER AND B'XB"X4' FLOTATION LOGS. WEAR a A D LOAD LINE STRESS POINTS ARE REINFORCED WITH SHIELDS. GALVANIZED 124 100' STANDARD LENGTH - SAFETY HOOK TYPE II 18 (OR 22) OZ. VINYL MANUFACTURER) COATED NYLON CURTAIN STRESS BAND 22 OZ. NYLON PVC SLOT -CONNECTOR REINFORCED VINYL FLOATATION TYPE 3. OOT IS SIMILAR TO TYPE 2. p W STRESS PLATE DOT EXCEPT THAT POLYPROPYLENE FILTER FABRIC ISPERMANENTLYoQOF LAP LANK INSERTED INTO THEEHARRIERRSKIRT TO MEET SOME STATE'S SPECIFICATIONS. (O_ VINYL COATING CABLE CHAIN (ON BOTH SIDES OF CURTAIN TYPE III GALVANIZED #24 TO REDUCE STRAIN) SAFETY HOOK SOCK -PIPE OR ROCK BAG INLET FILTER-N.T.S._y POST OPTXINS J 10'. ONt 211' 0 xAL POST PRINCIPLE POSE P7 ION5 SRT�QN —IRON (GAMED 2tl SffEL 1.33 IBS./R. WN.TOWARO FLOW) FABRIC Tw DLTER FMMC ELEVATION SECF8.5 _.TH SECTION VIJ� SPEC) NOTES: SRT FExCE TO BE PNB MR UNDER THE COWRACT WT PRICE FOR STAXED SILT FENCE (LF.) TYPE III SILT FENCE f FOR ttOPE III FENCE BE IN RDMCE ® xARr L SHEET t of 3 Axo ORCH ART I. SHEE I OIlAIWLE— STRUCNREB sxEn z of 3 TYPE III SILT FENCE PROTECTKIN M011N0 OITCN BORON INLETS WNOT SV FENCES LME TO BE USED PT IE UP LMD LOGR015 DT NRMOBY WRIERS. ING ­ ISO AT PERLUNEM BOOZES O�WAIER. SILT FENCE APPLICATIONS—NTS ORIENTATION WHEN INSTALLED (TIDAL SITUATION -TYPE III) -N T.S STAPLES (2 PER BALE). STRAW BALE WOOD OR METAL BINDING WIRE STAKES (2 PER BALE) 10 mil PLASTIC LINING NATIVE MATERIAL SECTION B -B (OPTIONAL) NOTES: NOTE: ANCHORING TO BUOYS AS AUTOMATIC FLASHING LIGHT I I I I I I I STRAW BALE (TYP.) SHOWN REMOVES ALL VERTICAL (ON AT DUSK -OFF AT DAWN) 100' _ BLOW-UP OF FORCES FROM THE CURTAIN, ON CENTER SHALL BE USED IN 2. THE CONCRETEWASHOUT SHACKLESINK HENCE, THE CURTAIN WILL NOT FROM WIND OR CURRENT NAVIGABLE CHANNELS ONLY CONNECTION LOADS' BUOY ATTACH LINES STANDARD INSTALLED WITHIN _ 10 mil PLASTIC LINING TO SHACKLE CONTAINMENT TEMPORARY _ CONCRETE SYSTEMS WASHOUT FACILITY. LIGHT BUOY 15 15 ANCHOR AS WATER SURFACE RECOMMENDED MY THE CANAL/DITCHBED Z MANUFACTURER) CURTAIN SOCK -PIPE OR ROCK BAG INLET FILTER-N.T.S._y POST OPTXINS J 10'. ONt 211' 0 xAL POST PRINCIPLE POSE P7 ION5 SRT�QN —IRON (GAMED 2tl SffEL 1.33 IBS./R. WN.TOWARO FLOW) FABRIC Tw DLTER FMMC ELEVATION SECF8.5 _.TH SECTION VIJ� SPEC) NOTES: SRT FExCE TO BE PNB MR UNDER THE COWRACT WT PRICE FOR STAXED SILT FENCE (LF.) TYPE III SILT FENCE f FOR ttOPE III FENCE BE IN RDMCE ® xARr L SHEET t of 3 Axo ORCH ART I. SHEE I OIlAIWLE— STRUCNREB sxEn z of 3 TYPE III SILT FENCE PROTECTKIN M011N0 OITCN BORON INLETS WNOT SV FENCES LME TO BE USED PT IE UP LMD LOGR015 DT NRMOBY WRIERS. ING ­ ISO AT PERLUNEM BOOZES O�WAIER. SILT FENCE APPLICATIONS—NTS ORIENTATION WHEN INSTALLED (TIDAL SITUATION -TYPE III) -N T.S STAPLES (2 PER BALE). STRAW BALE WOOD OR METAL BINDING WIRE STAKES (2 PER BALE) 10 mil PLASTIC LINING NATIVE MATERIAL SECTION B -B (OPTIONAL) NOTES: 17' MIN. STAKE (TYP.) 1. ACTUAL LAYOUT DETERMINED IN I I I I I I I STRAW BALE (TYP.) THE FIELD. _ TA A 2. THE CONCRETEWASHOUT SIGN SHALL BE INSTALLED WITHIN _ 10 mil PLASTIC LINING 30' OF THE TEMPORARY CONCRETE I I I I 1 1 1 1 WASHOUT FACILITY. PLAN TYPE "ABOVE GRADE" WITH STRAW BALES CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S. WOOD FRAME BRACE DROP I WITH G OE VIEW OF FRAME WITHOUT VIEW OF FRAME WITH SILT FENCE SILT FENCE SILT FENCE INLET PROTECTION-N.T.S. 2" 2" DIA. uo STEEL WIRE STAPLE DETAIL NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. 3. REMOVED SEDIMENT SMALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE NERS PLYWOOD, 4'X2' WH PAINTED DE BLACK LETTERS 6" HEIGHT LAG SCREWS (1/2" DN:) WOOD POSTS (4"X4"%9') CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) EXTRA STRENGTH FILTER STEEL FABRIC NEEDED WITHOUT WOOD WIRE MESH SUPPORT - ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST — - li( SEDIMENT OFF-SITE AND STEEL OR WOOD POST - CAN BE PERMANENTLY 36" HIGH MAX. STABILIZED. PONDING HEIGHT FLOW 4"X6' TRENCH WITH COMPACTED BACKFILL TRENCH DETAIL SII-Ilvl nl vl�nl elr I 111'1? I m .7 YON w ro VaM 10' MAXIMUM SPACING WITH 0007N a WIRE SUPPORT FENCE, EE Q U MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE K 2 PONDING HEIGHT M WJw 2 w w> w s m Zw, n 3/4" MIN. DRAIN ROCK / n on ED INSTALLATION WITHOUT TRENCHING ,� s'^ Z FLOW W ' OU TYPE IV SILT FENCE-N.T.S. 2"X2" STAKE FABRIC o PROTECTIVE FENCING FOR TREES-N.T.S. J O F - Z (q O -I U H Z LLI 90 J) O LD _J O O a_" F- Z Q Z m J LU v5 LU m ^�^ W U) LL Q U SHEET C11 OF 15 13-330 ASI—T 91EACE FIMSNED CRAPE H"—]e• SQUARE —�I �24• $QUARE—�1 (1) No.• ie CdifAflE ONE (1) pAp M. ?• • _ '� � DDxTRATQUs 8.4 SIE TYPE `. VALVE BOX SLIDE TYPE TYPE I VALVE BOX TYPE II P0.YENYIENE DUCE LLTERB YAMOD. IRON STAY -PUT COW! (SEE NOTE 7) CURB SLOP BOX 'YIAIER," 'SMR. SEVER,• 'NONE' OR 'Rm S WATER• AS APPIICIBt£ }r eRA55 vAI.VE wduTOR w INA-) " TYPE I TYPE II ROtlf TO EX1ExG ABOVE EXIFTLSION BRAP HWM LTpi adN PRDMDE EX1EN A As SDN l tti I l l U ELEVATION NOTES 1.ALL VALVE SOUS MALL BE STANLE55 STEEL WITH SRABB NUTS 2. PERMMENT LAND MARKERS ARE TO BE USED OWN ALL F.N. VALVA (SEE 14-11) 1 ALL VALVES REOUIE A LAT 4 LONG N DEGREES B MINUTES A SEE TRACER PURE DETAIL M-14 S R ME TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES (SEE W-1) S. REFTECME MARKERS FOR: FlE HYDRANT (WATER) - BLUE WATER MAW VALVE - WHITE FORCE MAN V&W - GREEN REUESE MAN VALVE - PUPPIE BMNE - ORANGE 7. VALVE BOX LID SHALL E A MINIMUM 24 LBS. MITI A WNINIAI B• (LONG "ROA» W. S. VALVE BOX MALL COMRY WM FOUT STMDARDS IF APPUCMIE INDIAN RIVER COUNTY ORAYANG NO. DEPARTMENT C VALVE AND BOX UTILITIES SERVICES M-5 R 180' DOWNTURN BEND. 2' HDPE W/2" PLUG (SEE NOTE 6) METER BOX UD III (OPEN P09TION) }�0 GRADE ROADWAY GRADE (SWALE) —DEPTH OF COVER I � VICTAUUC CHECK VALVE IU VALVE (MIN) 2' LOCI(ING CURB STOP I. MARKER TD BE PLACED DIRECTLY OVER PIPE (BY CONTRACTOR) 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND COMPRESSION APPROVED FITTINGS ". METER BOX • 24".IW (MIN) •• I �R.S.G.V. 1 CUBIC FOOT 3/4 GRAVEL OR iu CRUSHED ROCK + LBY-PASS III + RADIO READ DEPARTMENT OF 2" HDPE RESTRAINED PLUG (M.JJ HORIZONTAL DISTANCE EQUAL 2' CORPORATION TO DEPTH OF COVER STOP ELEVATION NOTES 1. BLOW -OFF TO BE LDCATED AT ALL DEAD END URE& AS REQUIRED BY RCOUS ENGINEERING. 2 ALL NATE EM.B ME TO BE PDR IRCOUS APPROVED MAR FACTURMS' PRODUCT LIST. 1 METHODS OF RESTRAINT AS "PROVED BY -US. l MACE N1RE TO BE INSTAUU AS PER DETAL .— S LOCALE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24" FROM SUEAM 6. ME GOBNTURN SECTION STALL E CONSTRUCTED BY IRCDUS WHEN A MAN REQUIRES A EON OFF. THE DOWNTURN SECTOR SHALL BE REMOVED AFTERWARD. ALL OBER CMSIRUCRM TO E By THE DCNTRACIDR. ]INDIAN RIVER COTINTY MANUAL GRIAgN.NO DEPARTMENT OF UTDTIIES SERVICES 2" BLOW -OFF W-3 24' X 24' X 6' THICK FIBERCRETE PAD AT EACH VALVE BU% IN UNPAVED AREAS \ 2'0 CURB BOX TO HOUSE TRACE VIRE WITH DUCTILE IRON LID X2'0 BRASS INDICATOR (E%AMPLE) SHALL BE FLUSH WITH PAD/PAVEMENT SHALL BE WET SET IN CONCRETE OR PLAN VIEW D RIVEN/ANCHORED IN ASPHALT NOTES 1. VALVE BOX LED SHALL BE PAINTEIN BLUE - WATER GREEN - FORCE MAINS PURPLE - REUSE WATER BRINE - ORANGE 2. BRASS VALVE INDICATOR TO E PROVIDED WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION.(SEE EXAMPLE) INDICATOR SHALL BE FLUSH WITH PAD/PAVEMENT. 3. VALVE BOX LID SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM 6' THROAT. 4, VALVE BOX SHALL COMPLY WITH FDOT STANDARDS IF APPLICABLE. INDIAN RIVER COUNTY�E' DEPARTMENT OFVALVE BDX PAD UTILITIES SERVICES M-6 3'-D. CUSTOMER PIPING PLAN VIEW UTILITY PIPING TO PROPERTY LINE DETECTOR CHECK VALVE INLET GATE VALVE ONE SECTION DIP GATE VALVE OF EACH SOIL W/ INDICATOR OF CHECK VALVE ASSEMBLY _BO' BEND 18' MINIMUM I DISTANCE (" (B ELEVATION WATER MAIN WATER MAIN NOTES I. ALL BURGINGB NIM SPRINKLERS MUST RAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO E NSTAIJFO ON MEN OWN PROPERLY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCOOANCE WM THE STATE FIRE MARMAU. CODE AND IRCGUB STANDARD. CHECK VALVE AND NETER SHALL E MOUNTED MOVE GROUND, 2. DETAIL SOWN CAN E MODIFIED AND APPROVED BY IRCDUS FOR EACH INOIMDUAL PROJECT. 3 AIL MATENIALS ME TO BE PER RMUS APPROVED MANUFACTURERS PRODUCT UST. INDIAN RIVERcouN rl DOUBLE—DETECTOR °R aW"G DEPARTMENT OF CHECK VALVE UTILITIES SERVICES ASSEMBLY W-10 3' FIBERGLASS POST 2'-0' VARIES 2'-0' SERVICE E (MIN) (MIN) —DEPTH OF COVER DOUBLE DETECTOR to o VICTAUUC CHECK VALVE IU COUPLING PLACE OVER PIPE IN VALVE LOCATION NOTES I. MARKER TD BE PLACED DIRECTLY OVER PIPE 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND RE -USE MAIN VALVES 4, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCTS LIST. LOCKING CURB iu STOP VALVE i' CHECK VALVE LBY-PASS METER DETECTOR BYPASS 3'-D. CUSTOMER PIPING PLAN VIEW UTILITY PIPING TO PROPERTY LINE DETECTOR CHECK VALVE INLET GATE VALVE ONE SECTION DIP GATE VALVE OF EACH SOIL W/ INDICATOR OF CHECK VALVE ASSEMBLY _BO' BEND 18' MINIMUM I DISTANCE (" (B ELEVATION WATER MAIN WATER MAIN NOTES I. ALL BURGINGB NIM SPRINKLERS MUST RAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO E NSTAIJFO ON MEN OWN PROPERLY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCOOANCE WM THE STATE FIRE MARMAU. CODE AND IRCGUB STANDARD. CHECK VALVE AND NETER SHALL E MOUNTED MOVE GROUND, 2. DETAIL SOWN CAN E MODIFIED AND APPROVED BY IRCDUS FOR EACH INOIMDUAL PROJECT. 3 AIL MATENIALS ME TO BE PER RMUS APPROVED MANUFACTURERS PRODUCT UST. INDIAN RIVERcouN rl DOUBLE—DETECTOR °R aW"G DEPARTMENT OF CHECK VALVE UTILITIES SERVICES ASSEMBLY W-10 3' FIBERGLASS POST m SIZE OF MAIN a SERVICE E N Z Zz —DEPTH OF COVER ,D n to o FINISHED GRADE -\ f ao PLACE OVER PIPE IN VALVE LOCATION NOTES I. MARKER TD BE PLACED DIRECTLY OVER PIPE 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND RE -USE MAIN VALVES 4, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCTS LIST. BR INDIAN RIVER COUNTY PERMANENT DEPARTMENT OF Ow M-9 UTILITIES SERVICES LAND MARKER A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1'0 COPPER TUBING EXTENDING ABOVE THE FINISHED GRADE. THE TUBING SHALL BE INSTALLED WITH A 160' DOWNTURNED BEND. I' GATE VALVE 110 COPPER TUBING m 3 FINISHED GRADE u CDRPORATIDN STOP WITH PLUG WHEN ABANDONED SERVICE WATER MAIN ELEVATION NOTES 1. TEMPORARY SAMPLING POINT KAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS, 2, NO SAMPLING POINT SHALL BE CONSTRUCTED AT FIRE HYDRANTS. V ORATING INDIAN RTM OIFRT TEMPORARY SAMPLING POINT "G UTILITIES SERVICES (BACTERIOLOGICAL) W-6 6' ANCHOR COUPLING FOUR HYDRANT GUARDS ADDITIONAL GATE VALVE AS EQ'D BY IRCDUS M.J. REQUIRED IF DISTANCE � TRIED 1(BELOW) IS MORE THAN 5' iaf �• \ `� }MEGA -LUG ESTRAINT,� \�F oV. OR EWA M.J. VARIES ANCHOR TEE FOR 6' PLAN VIEW MECHANICAL JOINT 6" PUMPER NOZZLE FACING ROADWAY VALVE BOX ACCESS .N GRADE I I N 3 R 6'GATE VALVE 6' Dip PIPE -+- + - + 1.5 CU. R. CONCRETE DIRECT CONNECTION \ (ANCHOR TYPE) VA 6' (MIN) "UNDISTURBED WATER MAIN ELETION SOIL NOTES 1. HYDRANT GUARDS RI BE 4' DIAMETER GALVANIZED STEEL OR DUCIRE IRON PPE FEIEO W/ WNOREIE GUMOS TO BE PAIxIED SAME AS HttTRANT. 2 % OF THE PUMPER CONNECTION SHAG. BE 18' Mw. ABOVE THE E OF THE NEAREST ROADWAY OR FINISH GRADE 1 AU. HYDRANTS SHALL BE TRAFFIC SREAI _Y TWE. 4. COAPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN TAU OF ABOVE S RE HYDRANT SHOULD BE LOCATED WITHIN If FROM EDGE OF PAVEMENT WERE POSSIBLE & ALL MATERIALS ARE TO E PER MODUS "PROVED MANUFACTURERS' PRODUCT UST. 7. (RACE W1E TO E INSTALLED AS PER DETAIL N-14. 8. ALL BOLTS FOR FRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL. ALL NUTS SHALL BE STAINLESS STEEL 8. MAINTAIN 8' RADIUS OF HYDRANT PEIIFODICUTAR TO ROADWAY OR CURB FACE (EXLE AMP MUST BE CLEAR O SIGNS. TEES, SHRUBS, TRANSFORMOR& UTIUTY POLES, EIC) 10. HYDRANTS AND PROTECTION DEVICES SHALL HAW CLEARANCES OF T-8" IN FRONT AND TO THE SIDES O THE FEE HYDRANT, WITH A 4' CLEARANCE TO THE REM OF TIE HYDRANT PURSUANT TO FRE PREVENTION CODE 3-5.6. DRAWING INDIAN R. COUNTY Np, DEPARTMENT OF FIRE HYDRANT DETAILS UTILITIES SERVICES W-2 1-1/2'0 P.E #IRC METER BOX SERVICE LATERAL (METER NOT SHOWN) 1'f P.E. 7 SERVICE LATERAL /m o m BRASS COMPRES90N WYE BRANCH BRASS LOCKING CURB IN UNESTOPPATH INTEGRAL I PLAN VIEW (21ECK METER COUPUNG CENTER HINGED OPENING (4)4'x7"MIN) W/STAINLESS STEEL PIN —� PROPERTY UNE ---,,,NOTE Q 2" MARKER BALL UNE SETTER (TYP) J I-f(MIN) CUSTOMER SEE NOTE 7 PIPING (BY OTHERS) ELEVATION NOTES 1. METERS OVER 2'0 MOIST E APPROVED BY IRCDUS AND INSTALLED BY GGNMACTTM. 2. ALL METERS 2"0 AND SMALLER WILL LED BE SUPPAND INSTAIlED BY IRCDUS 3. WNINUM 9m OF METER BOXES: 1'A SERMGE (12'X 187; 1-11ZA AND 2'4 SERVICE (17' X 28'). 4. METERS GREATER MAN YA STALL E COMPOWD METERS REFER TO FOODS APPEmWI MANUFACTURERS PRODUCT LIST. S TRACE M1E TO BE INSTALLED AS PER DETAIL M-14. 8. LOCATE MARKER BALLS ME TO BE LOCATED ADJACENT TO AIL INLINE VALVE BOXES AND PLACED w ALL METER BOXES "TION 24' FROM SURFACE 7. UNE SETTER PER IRCDUS "PROVED MMUFACTURES' PRODUCT USE. AYM INDIAN RIVER COUNTY ANO N& DEPARTMENT OF101 METER BOX UTUJTTES SERVICES W-5 (n J Lu Q Of W I— I 0 J O U Q zLL �_z (n \ Q / Z Cc) J Lu p a (n LU m H DJ (n LL O Q U AARON J. BOWLE' FL. P.E.#55313 SHEET C12 OF 15 1i -Tin FLOW FLOW LOLL WATER MAIN REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES 4b� 4b. Ta -WATER MAIN FINISHED ., ...... ...,.. GRADE .. ELEVATION NOTES 1. ALL BULDw4S MTI FIFE 9'R-- PROTECINw SYSTEMS NOUDING SINGLE FAINLY RESOFNTIAL AND CCMMEROPL ARE E ONE m INSTALL DWSE CHEOR UTUTY W REYFNTR WT1 REDUCED PRESSURE ZONE fEAIUPE AS DETERMINED BY UOJtt. 2 ALL NULR-STORY. WILT -FAINLY SER_ ARE REWRID TO INSTALL RPZ .ACMFLOW PRENNTORS MPR WAS HAVNC PLL UL USC. AND ANIMA MMCATIONS MAY M INSTALLID ONLY AFTER SHTRTC APPNOVAL BY IRWUS 4 PORT BA[KROW PREYTNTIX FROM WALL OR APPROVED PIPE SUPPORT SYSIETI. PIPE SUPPORT SYSTEM SHAD_ SE BRASS, COPPFA OR O.IP.. AS APPROVED BT RRDUS S ®DIN (RW VAULT ULT MAY PL CONSEAED FOR OVAL IF FMS OD GRADEai BOTTOM K VAULT IS AT LEAST i'-0' ABOVE TFE HNZi WATER (EVEN. e. RPWC T-T/Y OR GREATER SUEZ PL FVRCED WCTLE IRW RPE ).ALL MATERIALS ME TO BE PER IRLDUS APPROVED YANUFACIURERS' PI— R. ALL FA9TDKR5 IN— BE RH STAINLESS STEE. IDR APPROMD EQUAL). B. ALL RPZ BAD( FLAW PRE- SHALL K GETYPIEU BY MRON PD TESTER AND APf' ATI: PFRTRED FOUL SUBMITTED m IRGDUS INDIAN RIVER COUNTY01BACKFLOW pDEPARTMENT OPREVENTER 1 UTILITIES SERVICES W-1 I DETECTION TAPE PROVIDE TRENCH (SEE NOTE ND 6) SLOPE AS RENC PROVIDE TRENCH TRENCH WIDTH 'W' + 4' M W SLOPE AS REO D GRADE .,; . Xl t (SEE NOTE 4) i MIN HSE 1 - $ 6- MAX LAYERS nummummumm®®®® DR OTHER APPROVED MAINTAIN TRENCH WIDTH 2'-D' ABOVE OP OF PIPE METHOD TO ACHIEVE o 99Z COMPACTION LEVEL CONSTABLE 1.;-- LAYERS DURING CONSTRUCTION Sj':;:. AT SRX MECHANICALLY TRENCH WIDTH 'W' + 4' M W 3/4DIA BEDDING ROCK CHECK VALVE OR PEA ROCK WHERE 2' PIP I2' ''}� UNDISTURBED CONDITIONS REQUIRE DO SOIL MIN HSE 1 TRENCH VI➢ nummummumm®®®® V' 9 ELEVATION NOTES + L VIERS SOR CONWTRMS CAbO! BE —T— AS SHDVN —VI, —I. APPROVED NETHOO 6 CINSTRUCI— B SHEETING WILL EE BEWIRED AS DRLRNTED IN ME F]EL➢. COMACTTM PERCEMMES SIDVN REFER TO AASHTO T-IB0. .ALL➢ T BELOW TUBS LEVEL OTHER MAN HNN VIHUTRY KING S IIH N' =PIPE O0. PLUS 2•-B'. 6. Y WIDE DETEDTON TME VIED KTALLT: BPCItWG TO BE INSTALLER OVER MRM I' BELOW SMPAI£. TAPE TO BE N44KED-'LAIfT10. VATER LINE BEWV', M7114 FORI:E RVI. ➢FLOW', OR •LNJIOi REUSE WATER Top BELT V•. TAME VOE SHALL AL50 BE USCG LIIRiIMOriY ON ALL PPE. (BEE ➢EMIL N-141 T. ALL RESTOGTION IN EASEKMS M RTMDS OF WAY ON WHEN KWIRED BY OTHER JLRISDILfOI/t AItN B SHALL COiDRN TO OC➢UT SPECPTGTIONS OR TK ITHER ARISBICTIIMAI AODCI SM—ICATDINS. VHIOEVER 1S MORE STRw6EN1. E. ELI. P➢E TO BE LOAIO 5' DG —1w fR01 [RTE OF PAVE1401i, PER fIDt w®I IBS INDIAN RIVER couNTYTRENCH DETAIL DRAVIrG DEPARTMENT OF UTILITIES SERVICES (UNPAVED EASEMENTS) M-1 RUESECTION D.LP R•QD ON EACH SIDE DFCHECK VALVE/ ASSEMBLY IM I DISTANCE NCRETE SUPPORYS\y 4PPROVTD BY IRCDUS) ELEVATION 1. ALL SAUDINIS MW SPANKERS MUST HAYS AH RCDUS APPROYID DEIECIM OIECK VALVE Aldi METFA m HE NSIAlIID ON TIDR OWN PROP9TM7. CRR CHECKS SHALL GE TALLID IN ACCODAHCE MM INE STATE FIRE CODE AND IRCOIS STHNARD. OIFO( VALVE AND METER SHALL BE YO _ ABOVE GROUND, 2 OETAL 9N1LTI CAN BE MODIFIED AND APRROVTD BY IRON FOR EAOI NOIVIDUAL PRO. 1 1 AUL MATERIALS ME TO 0E PER RCDUS APPROVED MANUFAGNRERS' PROO)GT USF. INDIAN RIV&R coup-rY DOUBLE—DETECTOR °NAFFOW."G DEPARTMENT OF CHECK VALVE 11 80 UTILITIES SERVICES ASSEMBLY W I. TRENCH WIDTH DOUBLE DETECTOR MECHANICALLY TRENCH WIDTH 'W' + 4' M W NCTAULIC CHECK VALVE SURFACE RESTORATION j1 Zu COUPLING MIN HSE 1 6Y BENDS AS nummummumm®®®® s 9 -b. K�K R 6' Unmr'Y COMMEAOAL BY IRCOIS + 1271 1. SARTARY9:XEE LATERATS SIAu I A —11 a W IN OIAMEIEA. 2 MMRETC DETECTION TME 6HALL BE MSIALIID OVflt ALL SEANCE LAIERMS. 1 ALL MATERIALS ARE TO BE PER RCOUS APPROWD MANUFACTURERS PROQUCT UST. 4 MARKER BALLS TO BE TAPED TO V e WYE T4' BOOED FIN.. DUDE 1 PLTMBING COMTRACTOR Wil EE TESONRBIE FOR I6gR PIPE MW BEND FOR SERVICE CONNECTION AND POR WTIBIc SEATR OEAHOIT TO PINISF TRADE PRENE TO CONNECTOR. (SEE LTA PONT DEPALL) DETECTION TAPE ' REPLACEMENT LINER CK BASE (SEE NOTE ND B) LOCKING CURB W 3 LIFTS AT w STANDARD LATERAL ul NL STOP VALVE I' CHECK VALVE 'v (SEE NOTE 6) BY-PASS METER DETECTOR BYPASS - 6- MAX ALLOWABLE DURING L CONSTRUCTION 4. LAYERS AT 98% 3/4' DIA BEDDING ROD( 12' PIPE 12' A 3'_D. CUSTGMER PLAN VIEW PIPING TREMOR VIOTN UTILITY PIPING TO PROPERTY UNE DETECTOR CHECK VALVE INLET GATE ELEVATION VALVE h\ GATE VALVE _ _ �W/ INDICATOR RUESECTION D.LP R•QD ON EACH SIDE DFCHECK VALVE/ ASSEMBLY IM I DISTANCE NCRETE SUPPORYS\y 4PPROVTD BY IRCDUS) ELEVATION 1. ALL SAUDINIS MW SPANKERS MUST HAYS AH RCDUS APPROYID DEIECIM OIECK VALVE Aldi METFA m HE NSIAlIID ON TIDR OWN PROP9TM7. CRR CHECKS SHALL GE TALLID IN ACCODAHCE MM INE STATE FIRE CODE AND IRCOIS STHNARD. OIFO( VALVE AND METER SHALL BE YO _ ABOVE GROUND, 2 OETAL 9N1LTI CAN BE MODIFIED AND APRROVTD BY IRON FOR EAOI NOIVIDUAL PRO. 1 1 AUL MATERIALS ME TO 0E PER RCDUS APPROVED MANUFAGNRERS' PROO)GT USF. INDIAN RIV&R coup-rY DOUBLE—DETECTOR °NAFFOW."G DEPARTMENT OF CHECK VALVE 11 80 UTILITIES SERVICES ASSEMBLY W W.M. FLOW REDUCED PRESSURE PSN MEW BACKFLOW PREVENTER PATH GATE VALVES UNION I it ELEVATION NOTES 1 ALL SID. AL A WITH RK 9... PROLE BUC SYSTEMS NLUNINL 9NGfE FAINLY K9GOIIM ME PEOIRfED m INSTALL D S D CHECK DACKFLOW PREYENIEA MW REOh'FD PREBSIiE ZONE iFANRE AS OEIFAMINID BY U10.1tt. MIXT-SIOIY. WULT FAMEY SERVICES ARE REWIRED TO WSNALL BACMLOW PREVENR­ APPROMED EQUALS HAYING PULL UL USC. AND A OATRCATKTNS MAY BE TALLED O4.Y MNR 9SCPO MPROVAL BY IPWUS 4 SPPORT RATEPLOW PREVENTER FROM WALLOR APPROVID PRE 9JPPORT BYSPM. PIPE SUPPORT SYSPY SHALL K BRASS, COPPER OR D.I.P.. /5 APFROVID BY RCVS S PON ZGROMD SS A BTW IN A VAULT MAY BE CWSOERED VAL 1£ASi 1'-0' ABOVE THE HNTI1FR L£L4L a VAULT IB AT 6. RPMG 2-1/Y OR GREATER SNALL BE FlXILIED —I. NSON PPE T. ALL MAIfAlA15 ARE TD BE PER IRWUS AL4q _ MAHUFACNNERS PRODUCT UST. 6 ALL FASIFNFRS — BE 31, STAMPSS SRIl (IR APPROVED EQUAL). B. ALL RPZ BACK PLOW PRENTITFRS STALL BE CERIFPD BY APPROVED TESTER AND APPROPRIATE mFIFED FOM SDBYITIED m IRIDUS INDIAN RIVER COUNTY DRI/N,0.NC UD'EBPm cMSERVICES BACKFLOW PREVENTER W_9 GRADE OBSTRUCTION ggPPEE TO I ss�(ATIN) cDYER-/ + _ PRESSURE MAIN SEE NOTE NO. 3 �--CENTER A FULL LENGTH OF PIPE FOR ACCEPTABLE AT THE PONT OF CROSSING DEF ECTION ELEVATION NOTES *1. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY, VACUUM TYPE SANITARY SEWER, STORM SEWER OR PRESSURE TYPE SANITARY SEWER'WASTEWATER ' WASTEWATER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 BELOW THE OUTSIDE OF 1HE O7HER PIPELINE IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE 2 AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE FAR AS POSSIBLE FROM THE OTHER PIPELINE ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORMSEWERS, STORMWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSUREIYPE SANITARY SEWERS WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. 1 CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION. 4. IF USED, TIE RODS ARE TO BE COATED WITH COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM) 6.OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS ENGINEERING. 5. SEE TRACER "RE DETAIL M-14 T, AI I WAhR ANO SEWER UD ITIS SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO 7HE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTIJRES (I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY UNDERGRWND UTILITIES (I.E. CAS MAINS, TELEPHONE LINES, CABLE LINES, IRRAGATW MAINS, ETC.) INDLLN RIVER COUNTY M w G DEPARTMENT OF1*1 UTILITY CROSSING UTILITTE9 SERVICES —_ M-4 I. TRENCH WIDTH 6' GAP EOF ROAD CROMV MECHANICALLY TRENCH WIDTH 'W' + 4' M W I I DEPTN To m yALLY SAAVEMENTTWG tl SURFACE RESTORATION 12' STANDARD 'Y BRANCHES TOBE LOCATED IN THE FIELD -' - MIN HSE 1 6Y BENDS AS nummummumm®®®® s 9 -b. K�K R 6' Unmr'Y COMMEAOAL BY IRCOIS U g6g (614• ^r RERDWRAL) PLAN VIEW uvoRR OIRaaR 1271 1. SARTARY9:XEE LATERATS SIAu I A —11 a W IN OIAMEIEA. 2 MMRETC DETECTION TME 6HALL BE MSIALIID OVflt ALL SEANCE LAIERMS. 1 ALL MATERIALS ARE TO BE PER RCOUS APPROWD MANUFACTURERS PROQUCT UST. 4 MARKER BALLS TO BE TAPED TO V e WYE T4' BOOED FIN.. DUDE 1 PLTMBING COMTRACTOR Wil EE TESONRBIE FOR I6gR PIPE MW BEND FOR SERVICE CONNECTION AND POR WTIBIc SEATR OEAHOIT TO PINISF TRADE PRENE TO CONNECTOR. (SEE LTA PONT DEPALL) DETECTION TAPE ' REPLACEMENT LINER CK BASE (SEE NOTE ND B) INDIAN RIVER COUNTY W 3 LIFTS AT w STANDARD LATERAL a 9BX IS'AA 1 ACHIEVE (MX) LAYERS TO L QAC. 'v (SEE NOTE 6) MAXIML94 WATER LEVEL yyy� ®p + - 6- MAX ALLOWABLE DURING L CONSTRUCTION 4. LAYERS AT 98% 3/4' DIA BEDDING ROD( 12' PIPE 12' A OR PEA ROCK WHEREOD CONDITIONS REQUIRE UNDISTURBED SOL TREMOR VIOTN G v ELEVATION NOTES L MERERMT eE IRAINTPDEC AS SHOWN ABOVE. PROVN[ MRNVE➢ IETIO➢ 6 [RSTRIIETION S. 91F2T➢NO VSEL HE PEOUOE➢ AS ➢ETERIIlE➢ M TIE FI}l0. S. LRTEACOGI; � FMIIEM➢ JI�S.�V2N RILL T WITH -TE U1—TYPCTro SS AND 4. CONPMUW PERCENTAGES SNOWN REFER TO CASHED T-180. 1OMTION SIWLL C VIM ALMA! RIVER COwTY PUBLIC 6. NOT OLIANED BEILWI IFS LFYO. ITER THAN HMO V®UTPO' ALECKS ENCH WIDTH •V' = PIPE OD. PLUS 2'b'. B. Y VIDE BET.— TAPE WITH KTALLIC BACKING TO BE INSTABLE➢ ITER NMN 1' BELOW SURFACE TAPE TO BE MARRED -'CAUTION, VATER LME BELOW', CAMIDN FORCE HAI) BLLOV'. OR •CAUTOfi REUSE WATER RWM BELOW'. TRACE WIRE SHALL BE USED CONTINUOUSLY ON AL1 PPE (SCE DETAIL N-141 9. 9BY COPACT®N IN SIOILTER OF RI— OF WAY. 10. AL1 PPE TO TE LOCATED NORDPlI DF S' DE (TYPICAL) PRM GRE OF PAVEIENL ALL NESRRATNN ,.I— S ALL BE PLR FOOT TIDO 101 LYDMH RIVER COUNTY DEPARTMENT OF TRENCH DETAIL^ UTILITIES SERVICES (PAVED AREAS & SHOULDERS) M-2 W.M. FLOW REDUCED PRESSURE PSN MEW BACKFLOW PREVENTER PATH GATE VALVES UNION I it ELEVATION NOTES 1 ALL SID. AL A WITH RK 9... PROLE BUC SYSTEMS NLUNINL 9NGfE FAINLY K9GOIIM ME PEOIRfED m INSTALL D S D CHECK DACKFLOW PREYENIEA MW REOh'FD PREBSIiE ZONE iFANRE AS OEIFAMINID BY U10.1tt. MIXT-SIOIY. WULT FAMEY SERVICES ARE REWIRED TO WSNALL BACMLOW PREVENR­ APPROMED EQUALS HAYING PULL UL USC. AND A OATRCATKTNS MAY BE TALLED O4.Y MNR 9SCPO MPROVAL BY IPWUS 4 SPPORT RATEPLOW PREVENTER FROM WALLOR APPROVID PRE 9JPPORT BYSPM. PIPE SUPPORT SYSPY SHALL K BRASS, COPPER OR D.I.P.. /5 APFROVID BY RCVS S PON ZGROMD SS A BTW IN A VAULT MAY BE CWSOERED VAL 1£ASi 1'-0' ABOVE THE HNTI1FR L£L4L a VAULT IB AT 6. RPMG 2-1/Y OR GREATER SNALL BE FlXILIED —I. NSON PPE T. ALL MAIfAlA15 ARE TD BE PER IRWUS AL4q _ MAHUFACNNERS PRODUCT UST. 6 ALL FASIFNFRS — BE 31, STAMPSS SRIl (IR APPROVED EQUAL). B. ALL RPZ BACK PLOW PRENTITFRS STALL BE CERIFPD BY APPROVED TESTER AND APPROPRIATE mFIFED FOM SDBYITIED m IRIDUS INDIAN RIVER COUNTY DRI/N,0.NC UD'EBPm cMSERVICES BACKFLOW PREVENTER W_9 GRADE OBSTRUCTION ggPPEE TO I ss�(ATIN) cDYER-/ + _ PRESSURE MAIN SEE NOTE NO. 3 �--CENTER A FULL LENGTH OF PIPE FOR ACCEPTABLE AT THE PONT OF CROSSING DEF ECTION ELEVATION NOTES *1. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY, VACUUM TYPE SANITARY SEWER, STORM SEWER OR PRESSURE TYPE SANITARY SEWER'WASTEWATER ' WASTEWATER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 BELOW THE OUTSIDE OF 1HE O7HER PIPELINE IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE 2 AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE FAR AS POSSIBLE FROM THE OTHER PIPELINE ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORMSEWERS, STORMWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSUREIYPE SANITARY SEWERS WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. 1 CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION. 4. IF USED, TIE RODS ARE TO BE COATED WITH COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM) 6.OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS ENGINEERING. 5. SEE TRACER "RE DETAIL M-14 T, AI I WAhR ANO SEWER UD ITIS SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO 7HE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTIJRES (I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY UNDERGRWND UTILITIES (I.E. CAS MAINS, TELEPHONE LINES, CABLE LINES, IRRAGATW MAINS, ETC.) INDLLN RIVER COUNTY M w G DEPARTMENT OF1*1 UTILITY CROSSING UTILITTE9 SERVICES —_ M-4 2K4 MARKER PAINTED CREEK (SEE NOTE 5 k S -2A) 6' GAP EOF ROAD CROMV allulloollu®®® u MINIMUM%OPE 1�4' PER FT USAZEE g n g I I DEPTN To m MARR &AL1. TAPED FIELD AsmpEIaXRTMEED TD ELEVATION REOUI TO 614' WYE L119) AVOID U (TVP) DRIB RVIU� yy� jyfN $E� $ NCE floommummmu©©®® STANDARD 'Y BRANCHES TOBE LOCATED IN THE FIELD -' - cINSTALLED PLUG WRAP MTIR j (TVP) DETECTION TAPE 6Y BENDS AS nummummumm®®®® 'I q" SEWER MAIN TO BE TO 9 -b. K�K R 6' Unmr'Y COMMEAOAL BY IRCOIS U g6g (614• ^r RERDWRAL) PLAN VIEW uvoRR OIRaaR NOTE 1. SARTARY9:XEE LATERATS SIAu I A —11 a W IN OIAMEIEA. 2 MMRETC DETECTION TME 6HALL BE MSIALIID OVflt ALL SEANCE LAIERMS. 1 ALL MATERIALS ARE TO BE PER RCOUS APPROWD MANUFACTURERS PROQUCT UST. 4 MARKER BALLS TO BE TAPED TO V e WYE T4' BOOED FIN.. DUDE 1 PLTMBING COMTRACTOR Wil EE TESONRBIE FOR I6gR PIPE MW BEND FOR SERVICE CONNECTION AND POR WTIBIc SEATR OEAHOIT TO PINISF TRADE PRENE TO CONNECTOR. (SEE LTA PONT DEPALL) ' ®nummumm®unno® G INDIAN RIVER COUNTY STANDARD LATERAL a DEPARTMENT OF UTILITIES SERVICES (SHALLOW SEWER) S-1 • A G ®®1111111100000 lo-jl RESTRAININGD i NOTES 2K4 MARKER PAINTED CREEK (SEE NOTE 5 k S -2A) 6' GAP EOF ROAD CROMV i f1EVATION OF ROAD u MINIMUM%OPE 1�4' PER FT USAZEE g n g I I DEPTN To m MARR &AL1. TAPED FIELD AsmpEIaXRTMEED TD ELEVATION REOUI TO 614' WYE L119) AVOID U (TVP) DRIB RVIU� yy� jyfN $E� $ NCE 8'0 STANDARD 'Y BRANCHES TOBE LOCATED IN THE FIELD -' - cINSTALLED PLUG WRAP MTIR j (TVP) DETECTION TAPE 6Y BENDS AS II)I��I I�al 'I q" SEWER MAIN TO BE TO 9 -b. K�K R 6' Unmr'Y COMMEAOAL BY IRCOIS U g6g (614• ^r RERDWRAL) PLAN VIEW uvoRR OIRaaR NOTE 1. SARTARY9:XEE LATERATS SIAu I A —11 a W IN OIAMEIEA. 2 MMRETC DETECTION TME 6HALL BE MSIALIID OVflt ALL SEANCE LAIERMS. 1 ALL MATERIALS ARE TO BE PER RCOUS APPROWD MANUFACTURERS PROQUCT UST. 4 MARKER BALLS TO BE TAPED TO V e WYE T4' BOOED FIN.. DUDE 1 PLTMBING COMTRACTOR Wil EE TESONRBIE FOR I6gR PIPE MW BEND FOR SERVICE CONNECTION AND POR WTIBIc SEATR OEAHOIT TO PINISF TRADE PRENE TO CONNECTOR. (SEE LTA PONT DEPALL) �II® A G INDIAN RIVER COUNTY STANDARD LATERAL a DEPARTMENT OF UTILITIES SERVICES (SHALLOW SEWER) S-1 • A G 2K4 MARKER PAINTED CREEK (SEE NOTE 5 k S -2A) 6' GAP EOF ROAD CROMV i f1EVATION OF ROAD u MINIMUM%OPE 1�4' PER FT USAZEE g n g I I DEPTN To m MARR &AL1. TAPED FIELD AsmpEIaXRTMEED TD ELEVATION REOUI TO 614' WYE L119) AVOID U (TVP) DRIB RVIU� yy� jyfN $E� $ NCE 8'0 STANDARD 'Y BRANCHES TOBE LOCATED IN THE FIELD -' - cINSTALLED PLUG WRAP MTIR j (TVP) DETECTION TAPE 6Y BENDS AS I ED S. REQUIRED 'I q" SEWER MAIN TO BE TO li ON j OF STREET g GMERMBE APPROVED nW K�K R 6' Unmr'Y COMMEAOAL BY IRCOIS U g6g (614• ^r RERDWRAL) PLAN VIEW uvoRR OIRaaR NOTE 1. SARTARY9:XEE LATERATS SIAu I A —11 a W IN OIAMEIEA. 2 MMRETC DETECTION TME 6HALL BE MSIALIID OVflt ALL SEANCE LAIERMS. 1 ALL MATERIALS ARE TO BE PER RCOUS APPROWD MANUFACTURERS PROQUCT UST. 4 MARKER BALLS TO BE TAPED TO V e WYE T4' BOOED FIN.. DUDE 1 PLTMBING COMTRACTOR Wil EE TESONRBIE FOR I6gR PIPE MW BEND FOR SERVICE CONNECTION AND POR WTIBIc SEATR OEAHOIT TO PINISF TRADE PRENE TO CONNECTOR. (SEE LTA PONT DEPALL) G INDIAN RIVER COUNTY STANDARD LATERAL a DEPARTMENT OF UTILITIES SERVICES (SHALLOW SEWER) S-1 PLUMBING IXMFTRACTOR RESPONSBILE FOR RISK A: CLEAN OUT FINISHED GRADE INSTALLED PLUG (IVP) (4' CLEAN OUT) ... . :._:....: 24._M. CL PG (a` INS CLEAN W N OUT) STANDARD 6A4• WYE (m) 45• BENDS FOR RISER PIPE (TYP) IRCDUS CONTRACTOR RESPONSBLE FOR SEWER LATERALS DETAIL NOTES I. ML SEWER LAlEAA15 (MNGLE DQUSE, DEEP OR 91ALLOWD SHALL HAVE A SSR RPE IN BENS AS ACQUIRED FOR EMP C CWNECIONS AND MIH A 4' SEWER OEANWT AT NISHEU GRADE 2 PLUMENING CONNACIOR WILL K RE6PoNSBLE FOR PIER PRE MM BEND FOR SERNGE CWNECTION AND FOR CUTTING 4• SEWER OEANWT m FINISH CRATE PRIOR TO CONNECTED. S. MARKER BA115 TO BE TARD TO B'n• b' BELOW FINISHID NAME A ALL MATERIALS ARE TO BE FOR 0T0005 APPRGVFD MAN—BERS' PRODUCT USI. INDU]SEWER LATERAL RISER MUTANT COUNTY NO DEPARTMENT OF S- Z J UTILITIES SERVICES (DEEP OR SHALLOW SEWER) R J C O J O U LL Z Q F- Z z m J H w p (n w m w U_ r Q U AARON J. SHEET C13 OF 15 1 of WDM�c'Imauom 20J AC'[ESSOPo6 m.:: °w Ma1cd roes wa f Na e• e9a wm mn aw.a Mlmm el w m>a. w does. Ion canvlvU of NmWNq wpmmible Mare;°atm Wil. more .talk m N m m. asp ; SIR ; M1� wairvcl norm d nn4.iu Nam �; No ' %:ZI u2 .0 �i°cb.w dN�dl wareno<: N m : �bon¢ m edNto m wa m I°wkol a�; a mN m aM a °�aono.d ms mellw awe p. My imf.a wwlefv, mN N oparmNq walm ,.D, aAatt A==Waw� P,b a SEW/ bmamm9 m. <w.e() m a wawm mu moNkm rtam nNq.., rvW P°tlbck M1uwv N- >na be m mwuk<ImW q °Il XNOY Pm6�<s!a h. bqd�,, lee p 1 wba ma, wcem aver. me gala Tae omwnplM Na M ,upq. by ue .- row. to Nese wit NIgnY� Sppo I,ywm.. / CdNe Xm n A cake etoMemgnaal <mle M1den .lu o mNimum o1 ek eoe4e elwllkknl Im1. mtl M1 Map im m. Prow _o. awe omknn ua -.9tame m yam prow MMe NI-, a nP.m °a..Pavee M1wnw Mle tM1°Id°� emn�°I' eWe Ma be M1xnWei Ina nmt/.= nngn ria P �' roes a9gn saNg Pn wnN°mo u• wn«I bl of .amnr eve¶ NIe wmlNnnlun mN .n to S pal .nn d) v Mbpan ws. area 0. g °0Yvy e°°Mogane9� ale<tw. molN9 f qoe bdu U. vwlry ml allNq mamm war .ewrwnnLL 3 �OOf �• Na _ Hao t m u. 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Cmba cwnpmnte Nm M mwntaa m! a rmowbly baa pNle Uet b laearm to Ora ndovun vIU <alar eNaa tot NATERIALs m.t fa n tn. nn .aun.�mm ur ..when d m. pampa matwa rola roe bead me .Niko ggny Nm M yp .m v a An cafra <ompmnle Nm m m«nea .rn l.wa ler w.y NwarwaNm. [RuwfR almP sTAlIOx EamuEwT w u.l nms w wtra .h. ame a rotor INwgn vIU ena !e pww9abal"wmge aM w,Merm �� Top w w woa� wIU rm•raue plaelk .°dre.a�v nes mY°corwe mWr Nodes vq�mowee to lean a owl aevwndy. Eoa mn Nm be �vnV,metl baU mWv .Nn Soar lWv e m v ,.q lne [mbxlw M bvnM aM N w ma w triwn folaY wmenNv wNdw pampa m aN It nlnNgtM o-mn4o1 °'� tion a..a ..x Na M mtw .lu a w al mmurwNrvd Ax0. tltt. M. by dBs wNPs we. aR « preap«a>.e roam. _ le °•�°i u Nw I� w v° °0 9m nu a .iln i ,.e.ml. adq>me e a aero a m r pm 2 Pump O•Mgn: LnN�w°°„va myOOI .O not M akwed Lwnnvlm wabla nana'n9 rm. unw•mm mwge. Th. wear unit Nal a rood. m 0 uN reewnq arty m mawld rmnalY lana N domeeUc rod mnmwcM aaoge e«abb n b-., mepowde mww., aan nopen..oN raga .uaa aoak ata awry .colo wi .YN ,m pia or Uu_ pma aa1N bm, mN a awapmnl HntlNmtbn Iegene a M NeC N Ne Nda of ue mlr ever. 0. COMPa1DHi Nam o pm,n9 urau9n o 1 f/f pbNq velem nWaw mea me rota .awe. 1. �a ed y Spmw moor PxRI D Nm pa plowaea Iw wN ver �a _ dwlbn of II pr•ana of mtm N Ua Wmp b mitw Uv deed p ape F ,n.�w am Nm M wm loaf In. Pamw w a wnwlw N N. -IR, PbM °a�waey me"m raaN p..ae.. ma mol« rt«l.. meal M a nignmt Na,naa waxy. «w rwnowply baa mu Boa pawlwnau<ar wkww t e4 sal a0 .10a abWea rtNl fla o�°Pemm NmmtgN. amna q. an fro n w .worm, r.whNq nv .ala nal, w e pmab roam ab amM1wa pmtl aw0 M lawn N owwt a man°INq w..a sal-IappNq w... Nm wt M a.m m mmol mr wenpmnl. vrtntigvaN M rmnmeONai«TNN °MI n° nwa 1« penenM le rob u. .m .ec. Eam Rliw a 300 , m b°A .IN m Iwel Norm N An own mom-u.-nRa xENA Tula., megnetk mofw d«tw. m m°mm<lwm by sww. 9 wetly of al elms a ewM .100 ell rtNwa"trq cods of mewote N 11h ma Iangln fo penin D. mm N mea Iw mm pump moles. Ail moles rtartan mwA W ewlp°ea 10 erode. oly m Y[erlw enlwa Na b• walY repoeeale .iU t mmwN�p IM1e N U ren a pump w nw•c mm comma. mores etariw h v moan pamllm. x IxNaw Pum cm.wollm: «N Ing. m ae4p ma impww Nm M el yer Fa da<Wn eaU m potc mninv °u tinlee3o �.nao.ol: r Mw 1m wt w nw4 .Nee mm• paw mal M .-t.. n t«t m s>tNm Bale ma acv nm tl»I. ioo y id.a w .xn a <wnpmNN waY Num drop uld. I. malm w.nea nw: a'aea m M waaam Iw mnmatln of w Dwa N .aware mtl<m ntan°aea Gees°°r' `fall nal be «..lam m I N. anMNga lW..xn N. wlmN 9 attw mwnfw m los pump Nan ny,polnsi IM Torecan. 1M el°uorwry attw mwq m mmnlm N m °ajaelmle baton gafe. a fo u•n°mat'neu•'"M preen « mo a t mN er.a.a le M N a ai pmllim atY1M nine oma °o1rAbly Nal M am mu graowv wraNq wawa redo tlw mlw wmnq or ua pole la aMn lx. lnv MpmM mm pe a mulOae was wblNgd llpa. 1M stew melrla Nm be Np mwntm n°mNq qn a xwn Na M pmwea ." RKp1A a on IM draw. of Newaown to almm Ue amn nem aly. In aaOC moues urea mu IM mmkn a cmdC .noon. me mapanum tw aaaelen reeklanw me a nwenws el se -O] Raawml [ _ tne°lynfklht to .m antnuv own N chwlt wfamat eepeneall d ue non free almm Nm a k • wmmw prow me mol« Nan Na a azo etoNNve efs.l wppwlea by o neaey duonty b.r I A ..Dreamy IgxNYg mml« aml M PeNeea .N .a. ti �Nq N z w«, zs Iwnwo.v, comm. war .nes ] nwwa.w m° mw. mne.. xwlno- me epees bmn9 areae a e seam '."`=:9'- ° m«Nmp~at ma°outlele, Z. w wwq d.mmla ae ImpeM mll baM<>p,m m 4w e A °b¢ 0;n m°"nmAlmwN.ldN Inv poop l rye l m.ma a o mNN,am u Imlwwe awn be ]w .taw.m . Irwrmm (roe apw7 r . o Pmw law. w <mnwt w. m'a<n°mmi<e°I1lmYp°<NiAu ilw°°Vn N°wl°pd IFI. <1w�. lAe wI" IX, N! ba�YTaplb'i i°°p. ::a mn;,,lee el a mien ny. la tM anon m. vada map x •wwatm by m m aanw«. a. Tm[ wnmas Axo ms,RuuEtlls .,, „,.,..�>... ........,e _,. �_,...__._ mwnbeN�Rll�ama o avN -a Yup. �du[ am9� u<amlNa hon Uv alewv of Inc wet . a ee t . o P . lm vnq nam tM mtwn a pro metro nes pump eae N t M W Nm a x e -ON A l l n la r tom Ue 1 m centra m ud oct °°awt a Nuw- mil mot °atl°n of DwW, M mmuol orae wpm® as mo Inc a mambw. m. ab. Nal amort u. as or .eM N U.a .xn am.mm ibnl aMn ami Baan: enreu ea Dora �a�m°'�" .Thor mr .nr.triwwiea. Inorm Nm ee mmalawctm.e by Bwwe o [«npnr. xrMA �x p�°a°ataN9 wet mltm wenww. wN m .nkA Nex a a.mr Imeka w<aranq tv ImmNm. Nes orb eptwn •N pa a ...onn9 Nan wwolw d mtn1M cad faun b.lwp w w as aro mw n N . pro p mates. w Ilan M Droeew m.e ewlww to opnafa at 1z0 WI MWL &tlM Nm ra„. „„ t al . Nnn d w .INwI a. n m to mmaw M p aa.l Ma a 1m mN o roue bream Incl Nall M e wwat. w>IN9 mtm own la polea to Ua Pump abmame. Namn°e lino nB malnq I«m mel Nyvaf .a aNIL nmeatpde mawva Una metes Nal M wnmam to wet motes mortar to Nakate pww9abal"wmge aM w,Merm �� Top w w woa� wIU rm•raue Inc lora sol N T°wn' area 'tnu of nwus•. �, M1 W t ie A aamwpnvE fovea I . oaml 4onaaam . aennxllmgYm mN1n b°w°e paieLlt. oi'a;yeat. w ° tleYgne° w m N 1— <wne<tN9 nn9• mmwl m. nem _ NmwOe a Ue we. amw Ipe. nNa BOo >dU ora vnm M dwnY a amp Notes: I. J- mmIb­ 2]0 NL ] P-= v metes �q ;m .lu m e�tt pre m.. c°meNVUm 3 n1 I« 2 me %5 h o>e --,w Adl N xEMA a B nmwd vM b 1, d ed 8 pnoa eletbn, Noll M a°q°R'bpm `IU o verba mdnt wRew mmlrufatwm pY OIwnIMe FNCVenlm 3 e. mow:moim d mD maw ] na we w 9 p res. a,lw w mar a w N 11tBlmelmkt N ta^q a s d Tar n N9 ly t pro 9mw a N. PeN b lar tea -X.1 Nna d m Mmmneal �amnm 1%C ai�mma�y­­9 n9Dtowr.e e1M PumP'Ildill, qp �a ed y Spmw moor PxRI D Nm pa plowaea Iw wN ver �a _ dwlbn of II pr•ana of mtm N Ua Wmp b mitw Uv deed p ape F f -p 11-1 12 nen I-wawe�mn+®tion mL ma mnmm N GA OVERLOAD snq� Mewnmo Nan ranee or�ee. rood wkva«iu.tweta n4°IIYq mreof awteel�9 ].DI wsruunon ea 0 o aro N•wanowpowwwNon a wWovm N e Ipe ]lb vfaNlnv etex ares i lag gnatrveUmuoq 9 a m mat«: Iz«.roses area abet. Nal Mw art o -m nwanm ewbpm mu wa.ma a<maw,a .IN Inc mwwlwwn.. r.amme Ilm.. w ml. Na y n N U m •tmtm, N• PUMP MAYJFACNRER Na Moped In. N i ° ma °IwU romp/mot« Nen coon ea w,huclee of azo mowaw mea ma Nm b. Ye I'n. Y waM. m. Ynp.nn more b...w..a N a. Nat br a menl.m .am lwn9 Mnye°wt °m0dwen. ewUj vtull°n°m dtl w:bmmt N ,way Iw w:ra an` N. I'll n a h. ewbmnt b wtblatwy, me loaf N. not naw tapered w INeaem ne, ror ewurN9 ue hwmw .w ort M acc•plmM. ELEVATION CHART swNalNel Ne poo wdanmtrma nm IM tmmNa cnomee. Na M prmlem by a mno-n Filmy w omw aanpwna mm N ua _g a Inc pmw <aro Sol lEsnxe . pmploaa m. lwm4aa aamew Nae a IpNtm own a. moles amww by .aartlml1. AN -_-a«nwmayENR.t�gea�u. eoxm�A[ ameq mtn Ix. PUMP Y PPuw I. M sbwllwkmma Uaaand vn swand'ami pumila m w°tarN`nb U a COx n Nm wDar m alalric povw..°tw w w.aaolw. s. eak e m c a pets a. nae le.e.. Pump maw ape anal M al Me SO/soW rile eullade far abmmnbe poop wakatbna .IN Uro Nw=-Z bweea Uro remove m eeh. a e Iwmma�l uatn ro ewmuiotnY.eNNd'. v m l�Iinpntt a vtoun ma Uw Nal w abler Cella ImgU SEM oe ml&bol to roam Uv cmW Oma .1N <nfwmo p[ I«wrwmma Iw ua moa vnwlka. cmlmh�y _ Acwmna Tv,l dere aenm,traa met m u.ne m IMa weaMatkna naw ben met m)wpOm .Mace puxa a the can4al pwiaa°Ure o a =N M a 2 °reiwnmer°Ownau°IL NI nest a llmm°muW be wlba lnrw9n a tree°a le°at NelaiR me Na FM I�wt wt M 1, N, U. lamn9 tomo eoas w (w ma e . wwarh ma aeon Ue prone lea M>ea and s e >wwate a O'anatr _.R. D�wewriy. een prwvny Nv w.e me n cmem algrvmnl. ELECTRICAL-VOLTS/PHASE cT n[ free mii,nworate mewl owmwin9 a ownwan9 my orae ma .furor a bctwm>:r , ® INLET INVERT mY a N. Dwta I.Thor Uevnawa and m coniMe Mparnxm wllelatlolyn® Ito°wtrd equmm M°A09em.wt at«t a aea m www awm Wwawn. ® .e 1i Uw pump arNrmoxv aae mf mot tM SpeaDwtbna wnmM mwmm Na M A tam a rwnwae dna rapes.. .nM1 roes• .nkx wtbh Res cenwlbne wmlDae. pwsin°igr.Axa 7.2 ie=n°w .walaa e.www..1 M1,1 a°ra'r°.mwtaea°waewP�c,<nw9. l��m°Im°aN:mtn. <m etolkn AamM •e>maleed' at o mNnwel 1•e rhos ° morbr Uv COxiRACtOR 72 HOURS BEFORE DIGGING ' CAlL TOIL FREE 811 KNOW WNATS BELOW BUN3H/NFB 1.COM HORN SIIpNCE • fl- � SEAL LFAI( INDICATORS P- PUMPS RUN UCJITS NON [Rl REG 1 /sC t RRCG TAC ­ SR INPUT IERNIN4LS RTS � � ® ­ LUG,, ON DEAD FRONT LAYOUT 'TYPICAL' N/S SUB PANEL LAYOUT -TYPICAL" N/S ENCLOSURE - N.E.M.A. 3R A19 304SS W/ALUMINUM DEAD FRONT CONSTRUCTION AND LOCKING HASP DUPLEX PUMP CONTROL PANEL ELLCTRILMX TO FlFED WINE Lt/L2/N/Core. Q -v, QPH, RI»R, 4w N COITIROL PANEL N L1 L2 N 06[IXINECT Al1fO O SWRCN at lYu2M � HEATEN tl sF.LL IEAI( 1 lA .. SEAL LEAN 2 M � DA I IQ I OA .eon[ t -N 1. I]R 2T Zl I'%�I • l 2TIN9 I IN�PUMV I ID --I�i oLE�AD 13 A.s P t OPli2 O N LAO Z I „ PIMP A 20 OfR3 � • � PUMP 2 N lLT£LL �-N a, 28 p T N.w hma __.__ AIARII EIECTRIDAN INPUT [OXXE[nGl BLOa( e I , 1 x t•It I. It NOTES 1. SCHEMATIC IxPMTS Demur L3NEICLTOR Y i a RECFPTAtlE 'm UMEiS h $ ]SPEOICALLY CUFim. 2 START/WM MACBORS DOETEU FOR Fm 3 PR SEANCE. COMPONENT LEGEND MCB - MAIN CIRCUIT BREAKER ECB _ EMERGENCY CIRCUIT BREAKER PUMP DATA CHART MCP - MOTOR CIRCUIT FIRELAPSED C/O - CIRCUIT BREAKER OIECTOR AAHH _ ALARM HORNE METER Q PRIMARY PUMP CAPACITY 4B GPM LA - UOITNING ARRESTOR ECR - EMER GENERATOR RECEPTACLE MS - MOTOR STARTER Q PRIMARY TOH 122.8FT a - OVERLOAD HEATERS HOA - HAND -OFF -AUTOMATIC SWITCH PTS - PUMP TERMINAL STRIP GRD- GROUND © SECONDARY PUMP CAPACITY 48 CPM R - RELAYS WA/PM- VOLTAGE/PHASE MONITOR ® SECONDARY TDH 122.BFT NTB - NEUTRAL TERM. BLOCK GA OVERLOAD © PEAK INFLUENT FLOW RATE 20.8 GPM QD PUMP CYCLE TIME 15 MIN. O PUMP SYSTEM MANUFACTURER ABS ELEVATION CHART ® PUMP MODEL NO. PIR. M46 20 ® R.P.M. 3450 Q TOP OF WETWELL 23.75 ® HORSE POWER 6.20 Oa Top OF VALVE Box 23.75 © ELECTRICAL-VOLTS/PHASE 208/3 ® INLET INVERT 18.30 ® FULLLOAD F.LA PER PUMP 7.2 © HIGH LEVEL ALARM 17.80 AMP. F.LA TOTAL 7.2d0 2-' PUMP ON 17.30 ® PUMP DISCHARGE SIZE 1-1/4" O 0PUMP ON 16.80 MIN. DIA SOLIDS © PUMPS OFF 16.05 �L iS IMPELLER DIA. (MM) 6.25 INCH n BOTTOM OF WET WELL 14.60 COMPONENT LEGEND MCB - MAIN CIRCUIT BREAKER ECB _ EMERGENCY CIRCUIT BREAKER FR - FLOAT REGULATOR CTR - CONTROL TRANSFORMER MCP - MOTOR CIRCUIT FIRELAPSED C/O - CIRCUIT BREAKER OIECTOR AAHH _ ALARM HORNE METER GCB - CONTROL CIRCUIT BREAKER AHS- ALARM HORN SILENCER PI/P2 - PUMP I/PUMP 2 LA - UOITNING ARRESTOR ECR - EMER GENERATOR RECEPTACLE MS - MOTOR STARTER SC - START CAPACITOR (lo) RC - RUN CAPACITOR RL - PUMP RUN INDICATORS SIM) SR - START RELAY (I' a - OVERLOAD HEATERS HOA - HAND -OFF -AUTOMATIC SWITCH PTS - PUMP TERMINAL STRIP GRD- GROUND GTl - DUPLEX GRND. FAULT RECEPT. FS _ FUSE ALT - PUMP AUTOMATIC ALTERNATOR R - RELAYS WA/PM- VOLTAGE/PHASE MONITOR RTS- REWLATOR TERMINAL STRIP IPTG - INCOMING POWER TERM. BLOCK N - NEUTRAL NTB - NEUTRAL TERM. BLOCK GA OVERLOAD S.S. HINGES VENT 2' SIZE (2-3) FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS ELQ r2" PVC VENT / W/SCREEN / ------ CABLE LIFTING BAIL CONTRACTOR El.�6 NSTALL "INLFIELD IN GROUT 1.5 :1 SLOPE FIBERGLASS ACCESS HATCH k COVER (LOCKABLE AND WATER TIGHT) SCH 80 PVC UNION OR RANGE FIBERGLASS WET WELL ` FIBERGLASS VALVE BOX / (LOCKABLE AND WATER TIGHT) 2' PVC DRAIN UNE I I I I 2'GA1E PVC DISCHARGE PVC DISCHARGE EAfERGENCY PUMP OUT W/ QUICK CONNECT CPLG. LIFT STATION PLAN FIBERGLASS VALVE BOX IRP VALVE BOX ( 24"x 30^ X'0 D) PVCINCREASER EMERGCY PUMP OUT 3 "SDR 80 P. -EN ` W/ WICK CONNECT CPLG. -FIN GRADE GENERATOR RI MODEL NO. A3 UNISTRUT (OFT > .` g 4ATE VALVE EL PVC DR I ..-- � •T' LCHECK VALVE FILL BOX AS NEEDED WITH 2' MIN. CONCRETE TO PROVIDE PROPER DRAINAGE & BALLAST -I_L SCH 80 PVC SIDE RAILS (1-1/4" SCH 40 AISI 304SS PIPE) N -PUMP DISCHARGE W11H SEAUNG FLANGE CONCRETE GROUT AS REO'D BY ENGINEER TO PREO �3 ROTATION 5 4 MAKE MONOLITHIC POUR WITH BOTTOM SLAB .G llr l `CONCRETE BASE SLAB AS PER " `BASN ANTI -ROTATION FLANGE SPECIFICATIONS W/ B 4 REBAR 18 O.C. LIFT STATION SECTION SWITCH DISCONF CONTROL PANEL 3/4" HOSE BIBS , 3/4" GALV RISER - SIEVE REWIREOI-�,, TO WATER SUPPLY- GRWND ROD 1 II NOTE: l REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERV TO BE INSTALLED IN WATER SUPPLY UNE TO (VERIFY LIFT STATION FEBCO MODEL /825Y om- ELECTRICAL RISER METER LIGHTNING ARRESTOR FIELD MOUNTED BY ELECTRICW4 SEAL OFFS - (2') 0- 2" CONDUITS REV FOR 2 HP PUMPS 3)- 2^ CONDUITS REO'D FOR 3 HP AND LARGER PUMPS WATER LEVEL CONTROL TO PUMP NO. 1 TO PUMP NO. 2 2" GAL PIPE OR EQUIV. �. SLAB 48" L,,12 "WAIO 'D :DNC. AROUND POSTS B' x 24 "DEEP 3.0 ^ PVC SCH SO DISCHARGE LINE TOP O_ INVERT EL INLET _ H.L.A. EL _ 2ND PUMP ON ELS. dO -1ST PUMP ON EL OW PUMPS OFF EL BOTTOM EL SEE ELEVATION CHART FOR OO THRU LEVEL CONTROL DIAGRAM En J w 0 Z O Q U) F - LI J AARON FL F SHEET C14 OF 15 SS PUMP LIFTING BAIL CONTRACTOR NSTALL GROUT 1.5 :1 SLOPE EL(M- GENERATOR RI MODEL NO. A3 UNISTRUT (OFT > .` g 4ATE VALVE EL PVC DR I ..-- � •T' LCHECK VALVE FILL BOX AS NEEDED WITH 2' MIN. CONCRETE TO PROVIDE PROPER DRAINAGE & BALLAST -I_L SCH 80 PVC SIDE RAILS (1-1/4" SCH 40 AISI 304SS PIPE) N -PUMP DISCHARGE W11H SEAUNG FLANGE CONCRETE GROUT AS REO'D BY ENGINEER TO PREO �3 ROTATION 5 4 MAKE MONOLITHIC POUR WITH BOTTOM SLAB .G llr l `CONCRETE BASE SLAB AS PER " `BASN ANTI -ROTATION FLANGE SPECIFICATIONS W/ B 4 REBAR 18 O.C. LIFT STATION SECTION SWITCH DISCONF CONTROL PANEL 3/4" HOSE BIBS , 3/4" GALV RISER - SIEVE REWIREOI-�,, TO WATER SUPPLY- GRWND ROD 1 II NOTE: l REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERV TO BE INSTALLED IN WATER SUPPLY UNE TO (VERIFY LIFT STATION FEBCO MODEL /825Y om- ELECTRICAL RISER METER LIGHTNING ARRESTOR FIELD MOUNTED BY ELECTRICW4 SEAL OFFS - (2') 0- 2" CONDUITS REV FOR 2 HP PUMPS 3)- 2^ CONDUITS REO'D FOR 3 HP AND LARGER PUMPS WATER LEVEL CONTROL TO PUMP NO. 1 TO PUMP NO. 2 2" GAL PIPE OR EQUIV. �. SLAB 48" L,,12 "WAIO 'D :DNC. AROUND POSTS B' x 24 "DEEP 3.0 ^ PVC SCH SO DISCHARGE LINE TOP O_ INVERT EL INLET _ H.L.A. EL _ 2ND PUMP ON ELS. dO -1ST PUMP ON EL OW PUMPS OFF EL BOTTOM EL SEE ELEVATION CHART FOR OO THRU LEVEL CONTROL DIAGRAM En J w 0 Z O Q U) F - LI J AARON FL F SHEET C14 OF 15 48 HOURS BEFORE DIGGING CALL TOLL FREE 811 KNOW H -ITS BELOW SUNSNINEBI ..COM p Tete II Buffer Spam dM Taner Length « a �Y D r"/Jem�e Merne�a q !hJ lalvoel TI Dis = m dem ixre 1 `x - xs Table I D - k. 5 Spee x wr m rasa m`zxexrnarwro m¢e. m➢N Tadd vrore nwlllam doer rron Iz, use leaatn a lapv In IED w mpr !s ¢rfwmee in me xa:x lax p ai.laaa NW«ga. eM wxenz�e«I¢x Is Imereee s = eeneewiPeee as lmoNw ro (¢t ! EDM ar ex /a/t lex xee aro rare em y nanttax lw r g Ime clean Ime slxx upn'w u:a qq eo uxrneca NaMe lu ue rollw%ro ea¢Peiox DURATION NOTES Pe row «rwa rx rr ro em ar aro .wt w.e "� PI«m caro rro rmwnx mh4nro ux.wt w¢ .na .mn.«mrh. rinxm eqr. °e amlrcae rw .aat aow.rxr nw rn.n J Nym lµr �aEo µms; '�. 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NWmq. a nxrz xn CONOR/ONS FOOT 2014 MULTILANE, WORK WITF IN TRAVEL WAY rna- oT/ovav h unl� DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 613x 1 of 2 � BPEEBING FBIES <�\� I � see DWBLEp NHEN YIORIB:RS PRESENT ♦♦VV// GENERAL NOTES 1. v pwwrmns snag ro roalxe eo ex vane lex, lenlro rro eel«en led apo n narnc. DISTANCE BETWEEN SIGNS saecm ro fret N Z Q J O H 0 0 LL O _J O U Q Z W Z UJ — Q z (M J F W p co W M w U)1 U)r Q U AARON J. 80Wr Fc C15 OF 15 13-330 p D D Zwx %de shewx %. B«Ner uiun an rx DcPm D b b — 0 95F.E$ SPEEpINe xeaaerwe is i GGUBIED NTIEN NORI'ERS rvwt PRESENT ee irmgn Pm nwweesl¢s nerxmav Y r wane Eeye x rr«a « EVEN PAVEMENT D s Dade. %yNae ee %. eerrnri Dean Dww x D tuw EIO rodL MILE k,rox q m«rn' Re�eax imxwwln SPEEDING FRIES DOUBLED iwaugr swnay lcn VMEN ygR10=R5 PRESENT as r rrwa q. UNEVEN PAVEMENT INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC nx FOOT 2014 MULTILANE, WOR% WITHIN TRAVEL WAY D71MI05 DESIGN STANDARDS MEDIAN OR OUTRIDE LANE 613tt 2 0f 2 N Z Q J O H 0 0 LL O _J O U Q Z W Z UJ — Q z (M J F W p co W M w U)1 U)r Q U AARON J. 80Wr Fc C15 OF 15 13-330 drtderanlnauxa M KEY BOTANICAL NAME COMMON MANE SI2E SPACING - \ Note: Applicant requests waiver from portions of overlay H 433 e D Helianthus debilis Dune Sunflower or beach daisyC pot, min. 5-17'runners 24" O.C. district standards. M 6 B M Buxus microphylla Japanese Boxwood 3 Gat -15'-18" x 17'-15" 24" O.C. �O QO pT' a�O tp Grassing of pBBdc bottom — INI -a plan 7 CA Cdnum asiaticum Cdnum Lily 7 gal. - a8' x 30" as shown PLANT SYMBOLS H 15 C F Uvistonia chinensis Chinese Fan Palm 3 gal. 3' x 3' min. as shown CANOPY TREES TOTAL QTY M 17 C V Codiaeum variegatunl'Petra' Croton 3 gal- 18"-24" x i8"-24" sun grown 36" O.C. ' LIVE OAK 59 c LANDSCAPE DATA 15 gal. 36"x 36" as an— r' • 16' HT. WEST BUFFER TREE (4) Perimeter Landscape Strips. HR Hibiscus rose-sinensis'Camation Red'Hlbiscus-Red REQUIRED PROPOSED % M 101 1. Along U.S.1 5 canopy/100 LF (309 LF) 15 canopy 16 99 LEG Liriope muscari'Emerakf Goddess" Emerald Goddess Liriope 7 gal -fug, 6-7 pop 24• D.C. 6 understory/10o LF (309 LF) = 19 understory 18} L I Lagerstroemia indica'Nalchu' standan While Crape Myrtle standard RED MAPLE 18 M Hedge@ 24" O.C. (309 LF) = 155 shrubs (36" min,) 114 g+.rx.r � _ M��.•Yd M 67 2. N. Perimeter 5 canopy/100 LF (410 LF) = 21 canopy 23=19,4- 3=19+4•6 M Mni Pine Bark Mulch Mni Pine Bark Mulch see specs As shown 6uW.Istory/100 LF (410 LF) = 25 understory 26 39 M F Myrcianthes fragmns Simpson Stopper 15 gal TA' x 3'stakard As shorn Hedge @ 24" R.C. (410 LF) = Z05 shrubs (36"min.) I95 0. SWEET GUM 18 3, S. Perimeter 5canopp/300 LF (416 LF) = 21. canopy I8 1 gal. NII 24" O.C. 16' HT. WEST BUFFER TREE (6) 6 understay/106 LF (416 LF) 25 underslwy 42 3 gal. - 24" x 18" 30" O.C. i H Hedge @ 24' D.C. (416 LF) = 208 shrubs (36' min.) 97 oft QUEEN PALM (40) 14 4, W. Perimeter PG COccoloba diversifolia Pidgeon plum 45 gal. 17-14'x V-6 C.T. standard as shown M 428 (Type A Buffer, 6' high -90%opatlue, enhanced with 4" pot mm 5-7 runners 24" O.C. Q WILD DATE PALM (2) 2 Y6'trecs; per vadarlce) 77 CkarTrunk as ahown 7 H 40 S P Syagrus romamoffiana Queen Palm 5canopy/100 LF (315 U`j = I6campy 16=10x6- H 55 Q V Quercus Virginian Live Oak 4 6 undcrstory/100 LF (325 LF) = 19 understory 19 4 Q V-1 Quercus Virginian Live Oak 65 gal. 16 x 6, 3.5 "cal. As shown Hedge @ 24" O.C. (315 LF) _ - 158 shrubs (36" min.) 157 R E Rhapis excelsa Lady Palm 7 gal. 4'S-7 canes in. shade grown As an— f H ry' R I Raphiolepsis indica Indian Hawthorne 3 gal. - IV x 16- 24" O.C. WEEPING WILLOW 3 Off Street Parking: 1 canopy/5 spaces (44 spaces) = 9 carropy 9 H 59 SBL Anthedcum liliago or Lomandra St Bamards Lily gal. 24" O.C. • e / .aLf . H 172 Open Space Icanopy/2000 SF (65,367 SF) = 33 canopy 12 eanepy L SOD Stenotaphrum secondatunl'Palrrlefid St Augu56ne'Palmetlo' solid sod, weed lee. count by contractor as shown Lim H UNDEERS�TORY TREES 45 al. 77 -4x6 -T 3"Cal. as show Foundation Landscape: N H e ( x J CRAPE MYRTLE 13 1. Exclude"stand south building sides because of perimeter landscaping. H H 110 657 TAT Trachelospermum asiatkum Tricolor Tricolor Jasmine Mnlma V O Viburnum odomlissimum Sweet Viburnum 4" pct mm. S18" rurners 24" O.C. 7 gal. 36" x 24" 24" O.C. 2. Remaining Perimeters, lessentranc ys and doors =4510 LFx 40%=244 LF foundation N t -a 25 V S H Sheifiera arbicola'hinete dwarf shefiera'-fiegated' 3. Z44LFx1Vr3660SFfdun4aVon ® SIMPSON STOPPER 39 4. Calculations. H 148 W V-1 Mbumurn obovatum Waters viburnum 7 gal. - 36" x 24" surdshade grown 24" O.C. t canopy/7 LF(244 LFT = 3S canopy 6 O WAX MYRTLE 67 1 understory/10 LF 1244 LF) = 24 understory 27 3 shrubs/10 SF (3660 SF) 1098 shrubs (24" min.) I63 LIGUSTRUM 10 Total Required: 3 �,� Canopy - 150canopy 1100 + PIDGEON PLUM 3 134 @ 12' min. y1 ep construction charges, not the owner or his representative Dynamics Construction Co. Inc.) The Owner 132 K 16@16'min. (Landscape must maintain the height of all plants within the 10 •` Understory = 112 understory 7.32 SHRUBS V WV -1 Shrubs = 1824 shrubs 726 p WALTERS VIBURNUM 368 / "� ` 726@ 36" min. 3 Alwin views dr'Iveway int—bore. Landscape Dynamics - 109824"min. Q O SWEETVIBURNUM Consinrctien Co. Ise., is not responsible W oongnued aintenan of such plant materlal. The owner, lasing BD \ `.. '�/� ~ \ ` `„t\ Vf ampany and/or the landscape maimeearce company full for these 1025 -EXISTING TREE SAVE CREDIT (Z CREDITS/ EACH TREE) r —pts responsibility maintenance requirements.1ANDSCAPE CONTRACTOR TO HAND 10 ` \ WATER ALL PLANT I TREE MATERIAL FOR AT LEAST Z so° NN.1 30 DAYS AFTER INSTALLATION. Q ~ art 48 HOURS BEFORE YOU DIG �eM1 /j CALL SUNSHINE T MF it y-.. a3 4 `�Qi BD -? Y ' / \ti ` •'•'� -. 1.80MR-071B w 811 IT'S THE LAWINFLORIDA FLORIDA IAW ES SHRUB TOTALS: EXOAVATO RSTO TO NOTM Along U.S. 1 114 23 wy.1 ti ` Oy R$ OF UNDERGROUND FAOIUMES NO LESS THAN Twxe Mc N. Perimeter 195 (2) DAYS PRIOR TO EXCAVATION 3 - 3 S. Perimeter 97 ,e♦ a`ti _ / Qv— W. Perimeter 157 tli sed Foundation 163 1 Total 726 QV drtderanlnauxa M KEY BOTANICAL NAME COMMON MANE SI2E SPACING - \ Note: Applicant requests waiver from portions of overlay H 433 e D Helianthus debilis Dune Sunflower or beach daisyC pot, min. 5-17'runners 24" O.C. district standards. M 6 B M Buxus microphylla Japanese Boxwood 3 Gat -15'-18" x 17'-15" 24" O.C. �O QO pT' a�O tp Grassing of pBBdc bottom — INI -a plan sod M 7 CA Cdnum asiaticum Cdnum Lily 7 gal. - a8' x 30" as shown H 15 C F Uvistonia chinensis Chinese Fan Palm 3 gal. 3' x 3' min. as shown M 17 C V Codiaeum variegatunl'Petra' Croton 3 gal- 18"-24" x i8"-24" sun grown 36" O.C. ®� H c E F Chamaerops humilis European Fan Palm 15 gal. 36"x 36" as an— r' L 41 HR Hibiscus rose-sinensis'Camation Red'Hlbiscus-Red 3gal. -30"x24" 3GO.C. % M 101 1 X Ixora coccinea'Nora Grant' Pink b(m 3 gal. 24• x 24" 30' O.C. '7RCHRt7: Roberi R. Bych 1Lv0o332 M 99 LEG Liriope muscari'Emerakf Goddess" Emerald Goddess Liriope 7 gal -fug, 6-7 pop 24• D.C. H 13 L I Lagerstroemia indica'Nalchu' standan While Crape Myrtle standard 30 gal. 8'-16 x S, 7 Cal. Single trunk as shovm r+ a •+.4. .+n aeva. M 10 LJ LigusWmJapOnicum Ligu5lmm Tree 45 gal. 8'-10'x5',27/2'Cal. 3S Trunks as shown g+.rx.r � _ M��.•Yd M 67 MC Myrica centers Wax Myrtle FG. e x 6' well branched, 3-5 Trunks as shown •i0"` til'a'+' arie°' °'+�•• M Mni Pine Bark Mulch Mni Pine Bark Mulch see specs As shown H 39 M F Myrcianthes fragmns Simpson Stopper 15 gal TA' x 3'stakard As shorn H 37 M I Moraea modes White African Iris 1 gal. -full 24" O.C. H 39 O Y Tradli"canlia spathnea dwarf oyster plant 1 gal. NII 24" O.C. H 15 P A Plumbago auriculata' Imperial Blue' Pkimbago dark Nue 3 gal. - 24" x 18" 30" O.C. i H 49 P M Podocarpus macmphylla Podocarpus 3 gal. - 24• - 30'x 12' 2P O.C. H 3 PG COccoloba diversifolia Pidgeon plum 45 gal. 17-14'x V-6 C.T. standard as shown M 428 PP Arachis glabrata'Brooksville 68' Bemth Perenial peanut 4" pot mm 5-7 runners 24" O.C. Q H 2 P S Phoenix sylvestris Wild Date Palm 77 CkarTrunk as ahown 7 H 40 S P Syagrus romamoffiana Queen Palm 12-20 O A (See height on plan) as shown ,- p H 55 Q V Quercus Virginian Live Oak 4 ou% H 4 Q V-1 Quercus Virginian Live Oak 65 gal. 16 x 6, 3.5 "cal. As shown Mo.; H 1 R E Rhapis excelsa Lady Palm 7 gal. 4'S-7 canes in. shade grown As an— f H ry' R I Raphiolepsis indica Indian Hawthorne 3 gal. - IV x 16- 24" O.C. N LL M 18 R M Acer rubrum'Florida Flame Red Maple .0. H 59 SBL Anthedcum liliago or Lomandra St Bamards Lily gal. 24" O.C. • e / .aLf . H SEED Paspalurn notatum'argenfine' seed Argentine Bahia seed hydromukh pond bottoms (see tial plans) as shown L SOD Stenotaphrum secondatunl'Palrrlefid St Augu56ne'Palmetlo' solid sod, weed lee. count by contractor as shown Lim H 12 S GLquidambar styraciflua Swoetum 45 al. 77 -4x6 -T 3"Cal. as show r N H e S G-2 Lpuidambar 5lyfaciflua Sweetgum 3.5'Cal. as sh 659x1. i6' x C own H H 110 657 TAT Trachelospermum asiatkum Tricolor Tricolor Jasmine Mnlma V O Viburnum odomlissimum Sweet Viburnum 4" pct mm. S18" rurners 24" O.C. 7 gal. 36" x 24" 24" O.C. N t -a 25 V S H Sheifiera arbicola'hinete dwarf shefiera'-fiegated' 3 gal. 245x18" 30" O.C. H 04••�4� W V Vito um obovattrm Wafters Abumum 3 gal. IVx IV sun grwm30" O.C. H 148 W V-1 Mbumurn obovatum Waters viburnum 7 gal. - 36" x 24" surdshade grown 24" O.C. to ` L 3 WW Salix babylonica Weeping Willow 30 gal. 70-17 x 6, 21/2' Cel. as alrovn 3 �,� NOTE: Failure la notify Landscape Architect of plan, MF detail, or specifiwlion discrepancies prbr to construction, makes contrador responsibk for al costs incurred for y1 ep construction charges, not the owner or his representative Dynamics Construction Co. Inc.) The Owner K sod M 7 CA Cdnum asiaticum Cdnum Lily 7 gal. - a8' x 30" as shown H 15 C F Uvistonia chinensis Chinese Fan Palm 3 gal. 3' x 3' min. as shown M 17 C V Codiaeum variegatunl'Petra' Croton 3 gal- 18"-24" x i8"-24" sun grown 36" O.C. ®� H 5 E F Chamaerops humilis European Fan Palm 15 gal. 36"x 36" as an— tea:. L 41 HR Hibiscus rose-sinensis'Camation Red'Hlbiscus-Red 3gal. -30"x24" 3GO.C. % M 101 1 X Ixora coccinea'Nora Grant' Pink b(m 3 gal. 24• x 24" 30' O.C. '7RCHRt7: Roberi R. Bych 1Lv0o332 M 99 LEG Liriope muscari'Emerakf Goddess" Emerald Goddess Liriope 7 gal -fug, 6-7 pop 24• D.C. H 13 L I Lagerstroemia indica'Nalchu' standan While Crape Myrtle standard 30 gal. 8'-16 x S, 7 Cal. Single trunk as shovm r+ a •+.4. .+n aeva. M 10 LJ LigusWmJapOnicum Ligu5lmm Tree 45 gal. 8'-10'x5',27/2'Cal. 3S Trunks as shown g+.rx.r � _ M��.•Yd M 67 MC Myrica centers Wax Myrtle FG. e x 6' well branched, 3-5 Trunks as shown •i0"` til'a'+' arie°' °'+�•• M Mni Pine Bark Mulch Mni Pine Bark Mulch see specs As shown H 39 M F Myrcianthes fragmns Simpson Stopper 15 gal TA' x 3'stakard As shorn H 37 M I Moraea modes White African Iris 1 gal. -full 24" O.C. H 39 O Y Tradli"canlia spathnea dwarf oyster plant 1 gal. NII 24" O.C. H 15 P A Plumbago auriculata' Imperial Blue' Pkimbago dark Nue 3 gal. - 24" x 18" 30" O.C. i H 49 P M Podocarpus macmphylla Podocarpus 3 gal. - 24• - 30'x 12' 2P O.C. H 3 PG COccoloba diversifolia Pidgeon plum 45 gal. 17-14'x V-6 C.T. standard as shown M 428 PP Arachis glabrata'Brooksville 68' Bemth Perenial peanut 4" pot mm 5-7 runners 24" O.C. Q H 2 P S Phoenix sylvestris Wild Date Palm 77 CkarTrunk as ahown 7 H 40 S P Syagrus romamoffiana Queen Palm 12-20 O A (See height on plan) as shown ,- p H 55 Q V Quercus Virginian Live Oak 45 gal 1714 x 9, 3 "cel. as shown ou% H 4 Q V-1 Quercus Virginian Live Oak 65 gal. 16 x 6, 3.5 "cal. As shown H 1 R E Rhapis excelsa Lady Palm 7 gal. 4'S-7 canes in. shade grown As an— f H 316 R I Raphiolepsis indica Indian Hawthorne 3 gal. - IV x 16- 24" O.C. N LL M 18 R M Acer rubrum'Florida Flame Red Maple 45 9x1.12-14' x 58; 2 t/2" Cal. 4'b' C.7_ a5 slaws H 59 SBL Anthedcum liliago or Lomandra St Bamards Lily gal. 24" O.C. 1; . H SEED Paspalurn notatum'argenfine' seed Argentine Bahia seed hydromukh pond bottoms (see tial plans) as shown L SOD Stenotaphrum secondatunl'Palrrlefid St Augu56ne'Palmetlo' solid sod, weed lee. count by contractor as shown Lim H 12 S GLquidambar styraciflua Swoetum 45 al. 77 -4x6 -T 3"Cal. as show r N H e S G-2 Lpuidambar 5lyfaciflua Sweetgum 3.5'Cal. as sh 659x1. i6' x C own H H 110 657 TAT Trachelospermum asiatkum Tricolor Tricolor Jasmine Mnlma V O Viburnum odomlissimum Sweet Viburnum 4" pct mm. S18" rurners 24" O.C. 7 gal. 36" x 24" 24" O.C. N t I " M 25 V S H Sheifiera arbicola'hinete dwarf shefiera'-fiegated' 3 gal. 245x18" 30" O.C. H 22D W V Vito um obovattrm Wafters Abumum 3 gal. IVx IV sun grwm30" O.C. H 148 W V-1 Mbumurn obovatum Waters viburnum 7 gal. - 36" x 24" surdshade grown 24" O.C. to ` L 3 WW Salix babylonica Weeping Willow 30 gal. 70-17 x 6, 21/2' Cel. as alrovn 3 �,� NOTE: Failure la notify Landscape Architect of plan, MF detail, or specifiwlion discrepancies prbr to construction, makes contrador responsibk for al costs incurred for y1 ep construction charges, not the owner or his representative Dynamics Construction Co. Inc.) The Owner I� (Landscape must maintain the height of all plants within the 10 •` `'. 'Urw-o45ite• triangle area to a height o/ ee greater Than V WV -1 \ l \\ lam• 24^ above grade for shrubs and gmundcover, and use "� ` breeching no I.— than 77 above finish grade, to Gear sfte gee toward oarfic at road and 3 Alwin views dr'Iveway int—bore. Landscape Dynamics - Q 3 MF `. Consinrctien Co. Ise., is not responsible W oongnued aintenan of such plant materlal. The owner, lasing BD \ `.. '�/� ~ \ ` `„t\ Vf ampany and/or the landscape maimeearce company full for these `? r —pts responsibility maintenance requirements.1ANDSCAPE CONTRACTOR TO HAND 10 ` \ WATER ALL PLANT I TREE MATERIAL FOR AT LEAST Z NN.1 30 DAYS AFTER INSTALLATION. Q ~ art 48 HOURS BEFORE YOU DIG CALL SUNSHINE T MF it y-.. a3 4 `�Qi BD -? Y ' / \ti ` •'•'� -. 1.80MR-071B w 811 IT'S THE LAWINFLORIDA FLORIDA IAW ES EXOAVATO RSTO TO NOTM 23 wy.1 ti ` Oy R$ OF UNDERGROUND FAOIUMES NO LESS THAN Twxe (2) DAYS PRIOR TO EXCAVATION / 3 ,e♦ a`ti �++ Qv— y/N� tli GRAPHIC SCALE 2D 0 ` 1D 20 2 IN FEET)ON iTnch iii = 20 jt. c% PG i 9 �• c!/ sod ���.. ®� '�►��. _ �'. tea:. i • v •• �eticco PaeN "" � "a CEnENi EroNo IT— TrP. LowsR w4r, nr. N41 L WaDDLLe !TYPJ KIE,NM -ER —ER N16N RPAGi ITT- RATED ITT- (TYPJ Fet1YJ.AM WYlE►n P) (TYPJ }. FRUM} nrw - ETDH: venecR nYN - Peep eene4r NDezavrK poen e,uacD rm� - De. NONEONTK PeEp fEIEM eiDaG fmJ 0 SOUTH ELEVATION Peen LCNENI 1pM fmJ eQ Dc,wE. wweo� SraaRD EE.w PeERfJ.wW tfTK ROEF 6NAY.Lee fTYP) KWNEt ALV El- epALREr nTr} 12, F■TK RDoi fall EA . I L w= PROM P FLOOR L!■ —1. 11 oo0o0oo000000.: 00000oo00000o 000000000o0o0 000000000000 ■000000011111111111100 ■00oo0oou1111oo mmoommmons ■u�mum 0 oo ■u:ooumu BESSOLO DESIGN GROUP, INC. ■mmtmmmmumm■ ARCHTECTURE ■ DEVELOPMENT AGMENTML0021,T SSS CE—UND.. R UEn ■ ST. PETERSBURG, FL 31,01 ■ '[ 727 8944453 wwxbessdocan CLIENT APPROVAL: SKaNATUFff• DATE �rvam uEonE � en � rrrf � �}o.rrE eiReiDrn i� IUEST ELEVATION KEY PLANT BCa1.E� !A}• . Y -O' 195UEp DATE. ISSUED FOR 0E•}e•N OEp9N OE,£LCplTll m-wN ctRETRcnaxoaPEvnE ti i ti€VI510N8 NO. DATE. DESCRIPTION , euN rE rsretor■ rRMG,T Np W mrE P." PT' PR?RLl MML1GER py1 cNEucED er, E:.e "-T, �t a -BSN, NTA. x < 8 •� oP J 4201 0 CD c �• zi ELEVATIONS p BESSOLO DESIGN GROUP, INC. ARCHITECTURE ■ DEVELOPMENT LicensepAA�117 555CENTRALAVENUE ■ ST.PETERSBURG•FLWMI ■ ]2]89-415 wwwbessdo.can CLIENT APPROVAL: BIGNATUF'E: - } DATE © .._ > tic __ _ STUDIO • _ \\ OVERALL FIRST FLoOR PLAN NORTH 4c4LE: Mn•.1'-m• 3b„s 5d.. BESSOLO DESIGN GROUP, INC. ARCHITECTURE ■ DEVELOPMENT LicensepAA�117 555CENTRALAVENUE ■ ST.PETERSBURG•FLWMI ■ ]2]89-415 wwwbessdo.can CLIENT APPROVAL: BIGNATUF'E: - } DATE NORTH �OV�RAl-L SECOND FLOOR PLAN EGKE. vN I'0• ■■■■■■■■■■■■■ ■■■■■■■■■■■■■ BESSOLO ■■■■■■■■■■■■■ ARCWTE RE ■ DEVELOPMENT Ucen^,epAA-CW2117 556C WMLAVENUE ■ ST. PEfERSRUR0.FLM701 ■ 727904 wwwDeasoio..— ■■■■■■■■■■■■■ CLIENT APPROVAL: s�cNa7urg� DATE LU ja Q c .^ ,,'' ,, VJ IIul V/ M' ol- Q u � R1crr xo4o ��uvwz 1 -nnT . . 1 � P� NON PIPE' - "�7� ,E T/(}/()-�/�(/-"1'T I. i - /)()/�/)Y'1//�� INC.CONCRETE lADl"P SLTR ='LY I i f ) ! ..=ER PROFESSIONAL SURVEYING AND MAPPING I j r r . CERTLPICATEOFAtTCHORIZATTONNO. LB 7545 RCP _ RENFORCED'CoNCRETE PIPE- PUC w Pay VINYL CtILOR1DE 1833 20TH STREET, VERO BEACH, PLOIUDA 32960 1 r'. PHONE (772) 569-7880 FAx (772177.8-3617 - 32 1. THIS SURVEY DOES NOT DETERMINE OR INDICATE LAND O'NNERSHIP. '1 - 2. THE SURVEYOR DID NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHTS-OF-WAY, FASEWENIS, RESERVATIONS, -A-.- A-.SDC RDD WTB:1/19!19 ve, s. 1'=3tl DOB xO:T}312 PAGE ' DEED RESTRICTIONS. ZONING REGULATIONS, SETEIACNS• LAND USE PLAN DESIGNATIONS, ADJOINING DEEDS, LENS. MURPHY NOTypIm W[THOIlfIHE AONATUREANOTHE(IRI(LMALRALSW SFALOFAITDB/DA UCtMFDSURVBYORANDMAPPER 1 ! ( _ SURVEYED DESCNPRDI4 I. L OW -S TO WATEWR6T SENIOR IANC CROUP, LLL, LOWHD6nDEUflY, OROSDN:K, OOSIFR,-KAWOR h RF.F.➢, PA: COMMUMRY MO MACE YYEE55 WELTED END SECRON Iqw 7- SOUTHERN -RANK. BURR FORMAN LLP, AND NATIONAL TIRE IER. COMPANY. URL111' POLE 1 THIS 5 TO CERTIFY THAT 110.5 MAP�OR PUT AND -THE STIRVEY ON WHICH R.5 B�SW WERE MADE W P.000RpANCE. =RICHT OF WAY FlELD VERIFIED PRIOR TO IX OR CONSIIRUCRON. - - H THE SIGNATURE WTE vBTH THE 2011 MINIMUM STANDARD DETN6 REDUIRENAE.R9 FOR AT A/ACB! IMO LIRE SURVEYS, JDINRY BRl�CD .. BCC BOARDOWMI OF COUNTY COMMISSIONERS OHW OVERHEAD WIRES SBE 4: THE SURVEY ANTE I THE FIELD 001E SHOWN IN THE TN,E BIUL2R, NOT .. OMAN I 5. THIS SBE UES WITHIN FLOOD ZONE '.X' PLCORDIW TO TIS FEDERAL EMERGENCY MANAG<MEM AGENCY FLOOD - TABLE W AND PWE F BY ATA AND HSPS AND INNJAN I@AS 133 45 B 11(8)13 0 1IXA1 OF TARE A THEREOF. THE FlELD wORI( WAS COIFPLEI® ON JANUARY 10, 2014. �y ETRE !POLE T . I T` LIGHT POLE - N4TIB'49'E THAT PART OF LOT 20, OF WAVREDAN SUWMRNN, LYING EASE OF WMREGAN AVENUE WEST OF VS. HiOILWAY N0. 1; - vI (� 1 6 UE THE WEST 200 FEET THEREOF, AL50 DESCRIBED AS FOLLOWS: BEAN AT THE PONT OFBEGINNINGFORMW BY -THE NoHE WESTERLY BWNDIR OF I HIGHWAY O. I.WITH THE SOURRAS'414Y OF LOT 20, + � i BOUNDARY - WAVI✓E4W; THENCE PROCEED NORMWFSIEIZLY ALONG WE WTSTERLY NOW OF WAY OF US. NIGHVIAY NO. 1. A DISTANCE -. M; '1rr"'999 D �!' g) j. Qi _ I OF 31$9 FEET: THENCE PROCEED SOURIWESIERLY, ALONG'THE COWIION SO- 'BEttIEEN LOT 20 AND 19 (WPllREGPNj - A DWANCE OF -17 FEET; THENCE PROCEED SOUVEASIELY ON A LINE PPRMIEL TO THE EASTERLY M-" WAY OF WAUREGAN AVTNUE A DISTANCE OF 315.19 FEET, THENCE PROCEED NORTHEASTERLY ALONG THE COMMON BOUNDARY BERTEEI e 1 - yW, LDi 20 AND 21 (WAUREGVI)-A DISTANCE OF -MI -18 FEET TO WE POINT OF BEGNNING: ALL N WAUREGM. FIELDING C4VNT. ACCORDING TO THE PUT FlIID N THE OFFlCE OF THE CLERK OF THE CIRCUR-COURT OF EREVARD CDIIWY. RORIW IN ll' P- RINK 1, PACE 75: AND REED IN PUT BOOK 1, PAGE 178 AND 179, PUBLIC RECORDS OF SI. LUCIE COU Y. RDR@S SAID LAND LYING AND BEING IN INDIAN NJEt COUNTY, FLd9M I_I AND EKCEPT ROP➢ RICWS OF WAY. BURDING SEIBACl6_ SEBASTIANFl TIMET OI 7 ! S H I PORRON IDT WAUR- it I I A OF ME NORTH 30.00 FEET 21. OF .-SIGN, ACCORDING TO THE PUT FLIED IN ME OPFOE OF COURT IN Ptfi� 1,PAZE AND IN PI BOOIC 1, 71R C1MZ TM9. WA2FRCJRESI S&MOR7dVDY0OROZJP, LLC. PUBLIC RECOROCIRCUIT S-AT SOFRST�GE WUNW,�FL RIDA: SAID aLPNJ OW LYING AN BENRNG IN INDIAN RIVER COUI-.-FLORIDA. LUNG WEST OF. U.S. HIGHWAY NO. 1,. -AND BONG Y.E PPXBCULARLY DE,SCRIB� FOLLOWS COTE cl'E CARTELTNNE HIGHWAY U ` ! -1 THE POINT OF BEGINNING AT 12B. OF.SAJDIWEIISE"ON EG THE, WESTERLY RIGHT E WAY LINE a U.5 NO. 1, WTM TFIO SROMOUTHEASTERLY - LK,THEASTFR . - AN OF LOT AI OF,SMD AIN -SO AN SUBOMBON::RBNCE 54.65 -FBM- ALONG WE COMMON DISC MY WFDN,ROTs 20 AND ZI.OF SAID WAUREGAN_SI�IMBON A DISTANCE.OF 224.8E EEET;. T.HFNCE. S49_'3T'il'E A DISTANCE OF - - _ FLORIDA REG6RUilON N0. _ S0.0 OF 30.00 FEET: THENCE N45R8'49'E ALONG A -UNE THAT IS PARALLEL TO AND 30.00 FEET -THE-SAID COMMON BOUNDARY ' 1 ONE -WAY NO.N1. SEND LOTS 20A ND 21 A DISTA"C-E CONCAVE TO THOF E OFAST IWYJIC RADNS OF 119- FEET; .11 FEET I ME WESTERLY 1 NIGHT ORBiWE51FRLY-ALONG SAID ! . 1 WESTERLY RIGHT OF -WAY UNE AND SAID CURVE BNOUGH A CERNA'ANGLE OF-DXWDS'.FC R AN MC DISTANCE OF W.W' FEET TO THE POINT OF REQNNING. COMALNS 0.15 ACRES MORE M. LESS - 1 SUBJECT TO EASEMFNIS,-RESDOCTCNS, RESERVATONS AND RIGHT :OF OF RECORD. IF MY Bip2R I PORMANLLP 1:IDFddTY NAnONAL ZTTLETNSUR.AIVCZ GbBfPABY '1 --A (PROP09ED) EASEMENT FOP. INGRESS AND EGRESS BEING'4 PORTION OF.LCi 19 MDA PORION or WE EAST 36 FEET OF f "LOT IB"LYING WEST OF AND FMALF.L TO 7K WES(ERLY RIGR OP WAY_UNE OF U., -MGHWAY 00.'1, OF WP I- BUTNMWSION. ACCORDING TO THE PUT FILED IN ME OFFICE OF THE CIERN OF 1HE CNiCUR COURT OF BRUARD CGUWY i FLORIDA - I. PACE 75: D.RM ED.ILIC RECORDS W EE LUCIE A N NMN NAT BOO( 1, PALE 17. AND 179. PUB CDINIY, RDRIDA SAID LAND NOW. LNG MID KINGININDRMT COUNN. FlORIDA ANDBEINGMORE PMUCUINtLY - I -DESCRIBED AS FOLLO,WS:- - - - FRIM WE POINT OF BEGINNING AT THE IN - ION OF TRE WESTERLY -RIGHT OF WAY- UNE OF US. MGHWAY NO. 1, WIM TIE SOUTHEASTERLY WUNOMY OF LOT -19.'OF SAID WAUREGM W WTVISION: THENCE S45'29'41TY ALONG THE SAID SGORH IERLY - I 1 BOVNMRY.OF LOT 19 A DISTANCE OF -00 MEI; THENCE N 1WZOV A DSTANCE OF 61.00 FEET TO A POINT -ON A CUTNE; THOIGE NDIOHWESTERLY ALONG SAID WRVS L.WVE TD TRE FAST HAVING A RANUS OF -1148910 FEET, A CHORD BMXOF i N33'44'06'W. AND A CEWRAL ANGLE OF 01'26'26' FOR AN PRC DISTANCE OF 286.88 FEET THENCE NSIMS'381E A is TANM OF MOD FEET M THE SAID WESTERLY RIGHT OF WAY UNE OF U.S- HIGM=AY N0:1: THENCE SOUMEuSI Y ALONG SAID WESIEN.Y 1 - RIGHT OF WAY UNE AND A CURVE CONCAVE TO THE EST H4VNG A RADIUS OF 1145920 FEET. A CHORD BEARING OF i 533'64'39'F AND A CENWAL ANOUE OF 01'47'48'. FOR A ARC DISTANCE OF 359:40 FEET TO TRE PONT OF BEGNMNG. co-Als 426 ACRES LIORB OR I SUBIELT TO ESWENIS, RESTRICTKKS,_ RES QiVATIONS, AND RIGHTS OF YIAY OF RECORD, IF ANY. - - - 1 - - - .. TOGETHER WITHI. I 'A (PROPOSED) 5 FOOT WINE MUTT' EASFJAER BEING TINE SOUTH 5.00 FEET OF THE WEST =00 FEET OF LOT 2% OF - - - _ WANREGAN WBGMSIOFA ACCORDING M THE. PUT FLO) N THE OFFICE. OF THE CLERK OF TRE CIRCUIT CW W OF BRLVAW COO-. P.M.A. IN PUT BOOK T, PACE 75; AND REBLED N PUT WOK 1, PAGE 178 AND 179. PUBUC RECORDS DF ST. - i 1 _ TY LUCIE COUNTY. FLORIDA; SNLAN D D NBN LYING AND BONG IN INDIAN RNEH COUNTY, FLORIDA, AND GONG MORE PPRDCULVLLY OEYR®EO AS FOUDW9: - -1 FROM THE PONT OF BEGINNING AT THE INTERSECIpN OF THE EASIiRLY. RIGNT OF WAY ONE OF 13511 $MELT (FORMERLY, -I - I - KNOWN /5 WMREGPN AVENUE). WRH THE WUMI-ERI.Y BOUNDARY TA LOT 24 OF SAID WAUREGPN SUBDMSKK4; THENCE N-I'42V! N.ONG SNO EISTERLY RIGHT. OF WAY UNE A DGTANCE OF S. FEET: THENCE N4S20492 ALONG A UNE TINT R - IS PARALLEL TO AND 5.00 FEET NORTH OF TRE SCUM UNE OF SAID LOT 20 BY PERPENDICUAR MFAAIREMETR A DISTANCE OF ' 206.. FEET; THENCE 544'33'421: A INSTANCE OF 5.OD FEET ,G TLE SAID SOL- UNE OF LOT M. THENCE -If V ALONG r WE HE SAID SOUM ONE OF LOT 20 A DISTANCE OF 200.00 FEET TO THE POW OF BEGINNING, .GAINS 0.02 ACRES MORE OR LEss. I SUBJECT ,D -.-S. BSIRICRONS, RESONATI.S AND RIGMS OF WAY OF RE.RD. IF- I ALL OF WE ABWE DESCRIBED PM ARE COWGUOUS AND MORE ME NO GODS, GORES OR RVNSES: - LEGEND OF SYMBOLS i - P� NON PIPE' - "�7� ,E T/(}/()-�/�(/-"1'T Inc - NON ROD 'Arm CAP - - /)()/�/)Y'1//�� INC.CONCRETE lADl"P SLTR ='LY I -IDEM NCA, 0". ..=ER PROFESSIONAL SURVEYING AND MAPPING - E - FMD- FOUND -INV - - a INVERT - - _ . CERTLPICATEOFAtTCHORIZATTONNO. LB 7545 RCP _ RENFORCED'CoNCRETE PIPE- PUC w Pay VINYL CtILOR1DE 1833 20TH STREET, VERO BEACH, PLOIUDA 32960 .COP - CORRUGATED ALUMINUM PIPE. F.D.O.L. FLORID-DEPARDAERT OF TRWSPORTAIKTN suwV m -s NDTF_5 .. - PHONE (772) 569-7880 FAx (772177.8-3617 - P.B. - PUT BOOK - ORB: = OFFICIAL RECORD BOOK 1. THIS SURVEY DOES NOT DETERMINE OR INDICATE LAND O'NNERSHIP. '1 - 2. THE SURVEYOR DID NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHTS-OF-WAY, FASEWENIS, RESERVATIONS, -A-.- A-.SDC RDD WTB:1/19!19 ve, s. 1'=3tl DOB xO:T}312 PAGE ' DEED RESTRICTIONS. ZONING REGULATIONS, SETEIACNS• LAND USE PLAN DESIGNATIONS, ADJOINING DEEDS, LENS. MURPHY NOTypIm W[THOIlfIHE AONATUREANOTHE(IRI(LMALRALSW SFALOFAITDB/DA UCtMFDSURVBYORANDMAPPER (C ="GALCUUTW _ - P = PUT - ALT RIGHTS-OF-WAY, MEAS OF LOCAL CONCERN,"OR OTHER SIMILAR JUNSOICRONAL DETERMINATIONS. TO THE DaW TINT THIS TYPE OF INFURNATGN IS SHOWN, R IS SHOWN SOLELY ON THE BASIS OF INFONDATION PRWOW BY THE ( _ SURVEYED DESCNPRDI4 CUEM OR INFORMATION OTHERWISE KNOWN M THE SURVEYOR AND NAY NOT BE COMPLETE. M UNDERGROUND "IffIES, BUILDING FOUNDATIONS, AND OBER UNDERGROUND FORD IWRDVEWENTS WERE NOT LOCATED, - L OW -S TO WATEWR6T SENIOR IANC CROUP, LLL, LOWHD6nDEUflY, OROSDN:K, OOSIFR,-KAWOR h RF.F.➢, PA: COMMUMRY MO MACE YYEE55 WELTED END SECRON UNLE85 OTHERAISE INDICATW:.TO THE EKTENi TINT THIS TYPE OF INFORMATION IS SHOWN, R N SHOWN SOLELY ON ilff SOUTHERN -RANK. BURR FORMAN LLP, AND NATIONAL TIRE IER. COMPANY. URL111' POLE BASIS OF SURFACE INDICATIONS OBSERVW BY THE SLRMEYOR AND MAY NOT BE COMPLETE. ALL UNDERGROUND U UKS THIS 5 TO CERTIFY THAT 110.5 MAP�OR PUT AND -THE STIRVEY ON WHICH R.5 B�SW WERE MADE W P.000RpANCE. =RICHT OF WAY FlELD VERIFIED PRIOR TO IX OR CONSIIRUCRON. - - H THE SIGNATURE WTE vBTH THE 2011 MINIMUM STANDARD DETN6 REDUIRENAE.R9 FOR AT A/ACB! IMO LIRE SURVEYS, JDINRY BRl�CD .. BCC BOARDOWMI OF COUNTY COMMISSIONERS OHW OVERHEAD WIRES SBE 4: THE SURVEY ANTE I THE FIELD 001E SHOWN IN THE TN,E BIUL2R, NOT .. OMAN I 5. THIS SBE UES WITHIN FLOOD ZONE '.X' PLCORDIW TO TIS FEDERAL EMERGENCY MANAG<MEM AGENCY FLOOD - TABLE W AND PWE F BY ATA AND HSPS AND INNJAN I@AS 133 45 B 11(8)13 0 1IXA1 OF TARE A THEREOF. THE FlELD wORI( WAS COIFPLEI® ON JANUARY 10, 2014. �y ETRE !POLE T INSUIWJCE RATE MPP NUMBER 1206ICO103H, DATED DECEMBEt 4, 2012. 6. BERINGS BASED ON THE ASSUMPWN TITAT THE SOUTHEASTERLY LINE OF WT 2 OF WAUREGAN SUWMSION BEARS T` LIGHT POLE - N4TIB'49'E S © SANRMY SLYIFR MANHOLE 7. ELEVATIONS SHOWN ME BASED ON NORM AMERICAN VERTICAL W1UM OF 1988 REFERENCING INDIAN RIVER COUNTY - BENCHMARK '0 401' AT AN 0-IXATON OF 21.94 FEET(NAVDBB). - - ZONING: CR STE ADDRESS US MGffWAV 1 "11MW9IXE OAIE - - ' BURDING SEIBACl6_ SEBASTIANFl 32958 OERI>FIFATb: -"-7 MINIMUY.SET BACKS REQUIRED,. PARCEL N. 303S210o0p1.00.020.1 - WA2FRCJRESI S&MOR7dVDY0OROZJP, LLC. COTE cl'E CARTELTNNE FRONT a FEET 20NNC CR NORM 510E - 10 FEET OWI=R: JOHN SCHMEREIN h 4NCHAO. NWZI.ET LOBFA'DFS, DROSDf= DOS2ER K"N R @REED P.A. - - _ FLORIDA REG6RUilON N0. _ WUIH SIDE - 5 FEET AD ESS, S.. CRYSTAL FALL ERNE coI,4ASTlIVIT'i'AND S17T72YiRRNB _ REAR - . FEETPWRO. TFNAS 75024 - - Bip2R I PORMANLLP 1:IDFddTY NAnONAL ZTTLETNSUR.AIVCZ GbBfPABY - MAKIKI4M KICK - 255 FEET TOTAL LAND MFA - 3. ACRES Cf If OF 15E HOME OF PELICAN ISLAND Special Use Procedures As detailed in Section 54-2-3.1 of the Land Development Code, a special use is a use which is not specifically provided for in the zoning regulations. The Planning and Zoning Commission and City Council may permit such uses in such zoning districts or classifications as special uses only if the applicant meets specific provisions and conditions deemed appropriate. City Council may, in its sole discretion, grant a special use permit in any district for a use which is not provided for in the zoning regulations. All such uses shall not be otherwise illegal, shall not be specifically prohibited pursuant to the comprehensive plan or other applicable laws or regulations, and shall satisfy the findings of fact outlined in Section 54-2-3.1(a)(3) of the Land Development Code. Procedurally, staff has reviewed the application to determine suggested conditions of approval should the special use be approved by City Council. These conditions are designed to substantially secure the objectives and intent of the zoning regulations. The Planning and Zoning Commission shall hold a public hearing and shall indicate whether, in their opinion, the proposed special use meets the required findings of facts (Section 54- 2-3.1(a)(3) noted above) and review criteria established in Section 54-2-6.2(d). The Planning and Zoning Commission shall then make a recommendation to City Council to approve, approve with conditions, or deny the application for the special use. The City Council shall then hold a public hearing, review the findings of facts and review criteria, and by resolution approve or deny the application. Community Development Department Special Use — Staff Report 1. Project Name: RV Resort in Chesser's Gap PUD 2. Requested Action: Special Use Permit to allow a Recreational Vehicle Resort in a Planned Unit Development -Commercial (PUD -C) specifically for Chesser's Gap PUD. 3. FJ 5. 6. Project Location: a. Address: South of Sebastian Boulevard along S. Fleming Street b. Legal: Lots 1, 2, 4 and 5, Chesser's Gap Subdivision Phase II C. Parcel 4: 31-38-13-00008-0000-00001.0 31-38-13-00008-0000-00002.0 31-38-13-00008-0000-00004.0 31-38-13-00008-0000-00005.0 Project Owner: Project Agent: Project Description: Tarek Kirschen 1101 Brickell Ave. South Tower, 8th Floor Miami, FL (305) 468-6318 Dr. Henry Fischer 10729 U.S. 1 Sebastian, FL 3258 (772) 589-3159 Todd Howder MBV Engineering, Inc. 1835 20th Street Vero Beach, FL 32960 (772) 569-0035 a. Narrative of proposed action: Application has been made for approval of a special use permit to allow a Recreational Vehicle (RV) Resort within the Chesser's Gap Planned Unit Development (PUD). The resort's conceptual plan proposes a mix of uses including individual platted RV lots, a clubhouse, swimming pool and spa, a tiki bar, two bath houses, a laundry, two guard houses, a recreational area with gazebo, tennis courts, a canoe launch, storage garages, storage units and a commercial building. The RV sites will be platted, deed restricted, and sold to individuals as part of a private resort subdivision.) b. Current Zoning and Land Use: Land Use: CG (Commercial General) Zoning: PUD -C (Planned Unit Development — Commercial) 2 C. Adjacent Properties: d. Site Characteristics: (1) Project Area: Overall PUD: 58.10 acres Total Project Area: 29.42 acres Platted RV Lots: 11.23 acres (2) (3) (4) 7. Staff Comments: Current Land Use: Water Service: Sanitary Sewer Service: Part vacant, part tree farm Indian River County Utilities Indian River County Utilities The focus of this hearing is to determine if an RV Resort may be permitted in a Commercial PUD, specifically in the Chesser's Gap development. As stated in the Land Development Code, those areas of a commercial PUD having an underlying comprehensive plan future land use map designation of Commercial General (CG) shall be permitted to have the same permitted and conditional uses as provided for in the CG district. The permitted uses include cultural or civic facilities, churches, parking garages, clubs and lodges (public and private), business and professional offices (excluding drive-through facilities), medical services, commercial retail < 20,000 SF, plant nurseries, gasoline sales (retail), restaurants (excluding drive through), trade and skilled services, hotels/motels, vehicular sales and related services, administrative services (public and private), home occupations, residential (single-family, duplex, multi -family, townhouses and foster care/group homes), and accessory uses to permitted uses. Zoning Current Land Use Future Land Use North CG 512 Commerce Center CG East PUD -C and 2 stormwater tracts and CG and RS -10 residential LDR South RS -10 and residential and LDR and PUD -C Seb. Charter Jr. High CG West PUD -C and Elks Lodge, Funeral CG and RS -10 Home, commercial plaza LDR and residential d. Site Characteristics: (1) Project Area: Overall PUD: 58.10 acres Total Project Area: 29.42 acres Platted RV Lots: 11.23 acres (2) (3) (4) 7. Staff Comments: Current Land Use: Water Service: Sanitary Sewer Service: Part vacant, part tree farm Indian River County Utilities Indian River County Utilities The focus of this hearing is to determine if an RV Resort may be permitted in a Commercial PUD, specifically in the Chesser's Gap development. As stated in the Land Development Code, those areas of a commercial PUD having an underlying comprehensive plan future land use map designation of Commercial General (CG) shall be permitted to have the same permitted and conditional uses as provided for in the CG district. The permitted uses include cultural or civic facilities, churches, parking garages, clubs and lodges (public and private), business and professional offices (excluding drive-through facilities), medical services, commercial retail < 20,000 SF, plant nurseries, gasoline sales (retail), restaurants (excluding drive through), trade and skilled services, hotels/motels, vehicular sales and related services, administrative services (public and private), home occupations, residential (single-family, duplex, multi -family, townhouses and foster care/group homes), and accessory uses to permitted uses. The conditional uses include bars/lounges, commercial retail > 20,000 SF, business and professional offices (with drive-through facilities), farmer's market, funeral homes, pawn shops, nursing homes, child care services, utilities (public and private), parks and recreation (public), restaurants (with drive-through facilities), vehicular service and maintenance, veterinary services, wholesale trades and services, commercial amusements (enclosed), mini -storage, schools, golf courses, protective and emergency services, model homes, and accessory uses to conditional uses. The individual platted lot component of the RV Resort is the special use in question. All other components of the resort, including a clubhouse, swimming pool and spa, a tiki bar, showers, laundry, guard house, recreational area with gazebo, tennis courts, canoe launch, storage garages, storage units and a commercial building are permitted or conditional uses. The platted RV lots are somewhat of a hybrid between commercial and residential use. If viewed as a commercial use, it could be similar to a hotel/motel. As defined by code, a hotel/motel is a building with dwelling units for accommodation of transient guests or tenants. Each platted RV lot would provide individual hook-up of electric, water, sewer, and cable for transient owners or guests, with the dwelling unit itself entirely mobile. If viewed as a residential use, there would be no permanent dwelling unit on the lot, but possibly an accessory structure, such as a tiki but or gazebo. Regarding the transient nature of the RV Resort, there is no code restriction in the Land Development Code which limits the time of occupancy for either a hotel/motel or a residence. Staff has reviewed the application to determine suggested conditions of approval, if the special use permit is approved by City Council. These conditions are designed to substantially secure the objectives and intent of the zoning regulations. Following are the suggested conditions of approval: (1) Area: Total area of platted RV lots shall comprise no more than 14.5 acres, representing 25% of the overall Chesser's Gap PUD. (2) Intensity: Within the area of the platted RV lots, there shall be no more than 15 RV lots per acre. (3) Size: Each RV lot shall be a minimum of 1500 SF. (4) Dimensions: Each RV lot shall be a minimum of 30 feet wide by 50 feet deep. (5) Setbacks: Each RV lot shall provide the following minimum setbacks: a. Front yard: 10 feet b. Side yard: 5 feet c. Rear yard: 5 feet (6) Open space: 30% minimum (mixed use). (7) Buffer requirements: 2 a. Landscape buffer strip of 50 feet in depth between area of platted RV lots and perimeter properties bordering the RV resort, unless the bordering property is a stormwater tract. b. Landscape buffer strip of 50 feet in depth between platted RV lots and major streets. (8) Recreation area requirement: Provide a minimum 10% of gross site area for usable recreational open space or enclosed recreational facilities (excluding RV sites, buffer strips, streets, storage or utilities). (9) Required separation between RV's and other structures: 10 foot minimum. (10) Required separation between permanent buildings: 20 foot minimum. (11) Stabilization of each RV lot: RV pad of shell, marl, paving or other material approved by the City Engineer. (12) Parking requirement for RV lots: 1.5 spaces per RV lot provided in the resort, with a minimum 1 space located on each RV lot. (13) Deed restrictions for the platted RV lots shall describe use limitations, specifically prohibiting occupancy by mobile homes, non -motorized travel trailers, and tents. (14) No removal of RV wheels. (15) No placement of RV on foundation or piers. (16) Uses permitted within RV Resort may include: RV lots, offices, recreational facilities, tiki bar, restrooms with shower facilities, laundry, dump station, retail sales, restaurant, storage garages, storage units, and other similar uses. 8. Required findings of fact (Section 54-2-3.1(a)(3): a. The approval of the application for a special use will not be detrimental to the public safety, health or welfare, or be injurious to other properties or improvements within the immediate vicinity in which the property is located based on criteria established in Article VI; If the special use is approved, a fully engineered site plan must be submitted for review and approval by both the Planning and Zoning Commission and the City Council. A traffic study will be required based on the mix of uses identified on the plan. Upon review of that study, additional analysis may be requested. If warranted, off-site road and pedestrian improvements shall be required. The site plan review will also include drainage, parking, landscaping, and special buffering requirements. In order to 5 maintain stability of residential areas, non-residential development abutting residential districts are required to provide special screening and buffer yards. All these elements are part of the site plan review process. Following staff review, Planning and Zoning will then hold a public hearing regarding the site plan. Since the development site is within a PUD, another site plan hearing will also be held by City Council. b. The use requested is consistent with the purpose and intent of the respective district, and can be demonstrated to be similar in nature and compatible with the uses allowed in such district; Whether considered commercial, residential, or somewhere between, the RV Resort special use must be considered in relation to the uses (permitted and conditional) identified in the underlying zoning district, CG, as listed in staff comments on pages 3 and 4. C. The requested use is consistent with the Comprehensive Plan and the Code of Ordinances. The use is consistent with the Comprehensive Plan and the Code of Ordinances. 9. Conditions of approval (Section 54-2-3.1(a)(4): In approving an application for a special use under this section, the City Council may require such conditions as will, in its judgment, substantially secure the objectives and intent of the zoning regulations. Staff has proposed a number of conditions for consideration. These conditions have been prepared to establish a framework for the development and operation of an RV Resort in the Chesser's Gap PUD commercial district, with further consideration to the perimeter residential areas. 10. Planning and Zoning Commission findings (Section 54-2-6.2(d): Any approval with or without conditions shall be rendered only after a finding by the Planning and Zoning Commission and the City Council that the proposed use satisfies the following criteria: (1). Is so designed, located and proposed to be operated so that the public health, safety and welfare will be protected. Con The proposed conditions are written to limit the design and operation of the RV resort for the protection of the neighboring residential properties, as well as the other occupants of the Chesser's Gap PUD. (2). Does not present an unduly adverse effect upon other properties in the impacted area in which it is located. This must be determined by the Planning and Zoning Commission and City Council. (3). Based on the scale, intensity and operation of the use, shall not generate unreasonable noise, traffic, congestion, or other potential nuisances or hazards to contiguous residential properties. The Chesser's Gap PUD is located directly off Sebastian Boulevard, a county arterial road. The PUD is intersected by Fleming Street, which serves as an urban collector. The most logical entrance to the proposed resort development will be the Sebastian Boulevard/Fleming Street route. This route, which involves no local streets, should have little impact to the neighboring residential areas. (4). Conforms to all applicable provisions of the district in which the use is to be located. Site plan review will insure conformity to all applicable provisions of the PUD -C district, including conditions that may be imposed by approval of a special use permit. (5). Satisfies specific criteria stipulated for the respective conditional use described in this article. There are no specific criteria stipulated in the Land Development Code for an RV Resort. Conditions suggested by staff have been provided. (6). Is consistent with the Code of Ordinances and Comprehensive Plan. The use is consistent with the Comprehensive Plan and the Code of Ordinances. 7 11. Recommendation: The Planning and Zoning Commission shall hold a public hearing to consider a special use permit for an RV Resort to be located in the Chesser's Gap Planned Unit Development — Commercial. Following the hearing, Planning and Zoning shall make a recommendation to City Council. 8 Permit Application No. MX City of Sebastian t#C>.i4EOFPELJCANISLAND Development Order Application Applicant If not owner, written authorization notarized from owner is required) Name: Tarek Kirschen Address: 1101 Brickell Ave, South Tower 8th Floor, Miami, FL Phone Number: ( 305) 890 - 9900 FAX Number: ( 305) 468- 6318 E -Mail: tk@glozal.com Owner If different from applicant) Name: N/A Address: Phone Number: ( ) - FAX Number: E -Mail: Title of permit or action requested: Special Use 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): RV Resort at Chesser's Gan B. Site Information Address: 690 Wave Street Lot: 5 Block: Unit: Subdivision: Chesser's Gap Phase II Indian River County Parcel #: 31-38-13-00008-0000-00005.0 Zoning Classification: PUD -C Future Land Use: Commercial General Existing Use: Vacant Proposed Use: Class A RV Resort C. Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessary): Construct a High End, Class A RV Resort on the vacant parcels on the north side of Fleming in the existing Chesser's Gap PUD. DATE RECEIVED: Z L/' FEE PAID: $ CLQ RECEIVED BY:�— u 117 `f9l88yg �— Permit Application No. D. Project Personnel: Agent: N/A Name: Address Phone Number: ( ) - FAX Number: E -Mail: Attorney: N/A Name: Address Phone Number: ( ) - FAX Number: E -Mail: Engineer: Name: Todd Howder - MBV Engineering, Inc. Address 1835 20th Street, Vero Beach, FL 32960 Phone Number: ( 772 569 - 0035 FAX Number: ( 772 ) 778 -3617 E -Mail: mbveng@mbveng.com Surveyor: NZA Name: Address Phone Number: ( ) - FAX Number: E -Mail: I, Tarek Kirchen , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: X 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/SHAT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURATE AND T xJE TO THE BEST OF MY KNOWLEDGE AND BELIEF. &'i SIGNATURE DA"FE SWORWTiO AND SUBSCRIBED BEFORE ME BY WHO IS PERSONALLY_ KNOWN TO ,ME OR PRODUCED AS IDENTIFICATION, THIS �1_L DAY OF H i. (., i.'>'t 20 14 NOTARY'S SIGNATURE ��' .{ PRINTED NAME NAME OF NOTARY COMMISSION NO./EXPIRATION SEAL: ._'A Py'k,,, *. JESSICA HpNJKINS :4' EE MY COMMISSION # 003307 ?*:October 22, 2014 EXPIRES: +`'•....•oe` b BondedThruNctaryPulicUnderwrlters 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, X 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 Planning & 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 STAjES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS PROMISES MADE, BY ANY EMPJ0 SIGNATURE i SIGNED BY ME/US VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, OR AGENT, CONTRACTOR OR OFFICIAL OF THE QITY OF SEBASTIAN. DATE Sworn to and subsbed before me by who is personally known to me or produced as identification, this day of 1}�;��I,"5 20 1- i Notary's Signature Printed Name of Notary Commission No./Expiration Seal: JESSICA HAWKINS ?* * MY COMMISSION # EE 003307 '• EXPIRES: October 22, 2014 or fid' bonded Thru Notery Public Underwriters Permit Application No. �""T Supplemental Information � Special Use Permit (ATTACH ADDITIONAL PAGES IF NECESSARY.) HOME OF PELICAN ISLAND 1. Describe the use for which this special use permit is being requested: High End, Class A RV Resort 2. Describe how the granting of the special use permit will not be detrimental to the public safety, health or welfare or be injurious to other properties or improvements within the immediate vicinity in which the property is located. (Attach additional pages, if necessary) See atatched 3. Describe how the use requested is consistent with the purpose and intent of the respective zoning district, and that the use is similar in nature and compatible with the uses allowed in such district. (Attach additional pages, if necessary): See attached 4. Attach a list of the names and addresses of all owners of parcels of real property within three hundred (300) feet of the parcel to be considered. Permit Application No. 50vls._� City of Sebastian WNUF CW PH 1, AN Develooment Order Application Applicant If not owner, written authorization notarized from owner is required) Name: Henry Fischer Address: 10729 US #1 Phone Number:( 772) 589 - 3159 FAX Number: ( 772) 589- 7731 E -Mail: hfischer@wedigflorida.com Owner If different from applicant) Name: N/A Address: Phone Number: ( ) - FAX Number: ( ) E -Mail: Title of permit or action requested: Special Use I 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): RV Resort at Chesser's Gap B. Site Information Address: 755, 760 & 790 S Fleming Street Lot: Block: Unit: 1,2,4 Subdivision: Chesser's Gap Phase II Indian River County Parcel #: 31-38-13-00008-0000-00004.0, 31-38-13-00008-0000-00001.0, 31-38-13-00008-0000-00002.0 Zoning Classification: PUD -C Future Land Use: Commercial General Existing Use: Tree Nursery Proposed Use: Class A RV Resort C. Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessary): Construct a High End, Class A, RV Resort on the vacant parcels on the north and south side of Fleming in the existing Chesser's Gap PUD. DATE RECEIVED: / / FEE PAID: $ RECEIVED BY: Permit Application No. D. Project Personnel: Agent: N/A Name: Address Phone Number: ( ) - FAX Number: E -Mail: Attorney: N/A Name: Address Phone Number: ( ) - FAX Number: E -Mail: Engineer: Name: Todd Howder - MBV Engineering, Inc. Address 1835 20th Street, Vero Beach, FL 32960 Phone Number: ( 772) 569 - 0035 FAX Number: ( 772 ) 778 -3617 E -Mail: mbveng@mbveng.com Surveyor: Name: Address Phone Number: ( ) - FAX Number: E -Mail: 1, Henry Fischer , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: X I AM THE OWNER _ I AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATIO , ff THAT ALL THE FORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURAT AN TRUE TO F MY KNOWLEDGE AND BELIEF. /27/-2.11 Sk(A4VURDATE SWORN TO AND SUBSCRIBED BEFORE ME BY .)fyV. WHO ISP ONALLY KNOWN TO ME OR PRODUCED AS IDENTIFICATION, THIS .21 DAY OF 1 %20 NOTARY'S SIGNATURE P�Z�l PRINTED NAME OF NOTARY FI✓1/N .f. /�C �1�4 COMMISSION NO./EXPIRATION % le - "2ev 9, SEAL: ,;gPY'Ayc. ANN L. PERRY *, k: Commission # FF 096566 Expires April 10, 2018 �'•� od F ;..` Bonded Thru Troy Fan Insurance 809-385-7019 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, X 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 Planning & 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 SIGNE Y ME/US VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, OR PROMISES BY ANY EMP EE, GEN , ONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN. V% E_2 7- SIGNATURE DATE Sworn to and subscribed before me by 'PW A >�%SG`rlcZ who isep rsonallyknown to me or produced as identification, this of fiq, 'tr's i 20 Notary's Signature Printed Name of Notary i-AliJ P&Wk l Commission No./Expiration �41-/v•-p7Cjiq Seal ;. •"Y Pik ANN L. PERRY *; := Commission # FF 096566 P Expires April 10, 2018 'P„„„�•••� Bonded ihru Troy Fain Insurance 800-385-7019 Permit Application No. CROF Supplemental Information SE Special Use Permit (ATTACH ADDITIONAL PAGES IF NECESSARY.) HOME OF PELICAN ISLAND 1. Describe the use for which this special use permit is being requested: High End, Class A RV Resort 2. Describe how the granting of the special use permit will not be detrimental to the public safety, health or welfare or be injurious to other properties or improvements within the immediate vicinity in which the property is located. (Attach additional pages, if necessary) See attached 3. Describe how the use requested is consistent with the purpose and intent of the respective zoning district, and that the use is similar in nature and compatible with the uses allowed in such district. (Attach additional pages, if necessary): See attached 4. Attach a list of the names and addresses of all owners of parcels of real property within three hundred (300) feet of the parcel to be considered. CHESSER'S GAP CLASS A RV RESORT (NORTH SIDE) Item 2—Additional Information: Public Safetv and Surrounding Propertv Welfare: The proposed Class A RV Resort is located on the north side of S. Fleming Street in the Chesser's Gap PUD. It is adjacent to the Seawinds Funeral Home and Crematorium and Elks Lodge for a portion of the west to boundary then vacant land for the remaining area. An existing lake lies along the parcel's north and east sides which provides a separation between the existing mini storage plaza to the north and the residential neighborhood to the east. S. Fleming Street is adjacent to the parcel's southern property line. The proposed RV Resort will provide all the necessary infrastructure for the site to ensure all public, health and safety codes are met. The site will construct a looped water system to provide sufficient fire protection and potable water needs. A gravity sewer system will be installed for the project which will connect to the existing IRCUD sewer main located in Fleming Street. In addition to the above proposed improvements, The RV Resort will install 50' wide landscape buffers along the west and portions of the south property lines adjacent to the lots and a 15' - 25' wide landscape buffer along the commercial parcels adjacent to S. Fleming Street. Furthermore, the project will install an additional 10' wide landscape buffer on the north and east sides of the existing lake to provide for additional screening for the existing neighborhood. Item 3—Additional Information: Consistency with Zoning and Compatibility: The RV Resort proposed will be a high end, Class A resort. Each lot will be sold to the owner with a price point of approximately $100,000. Each RV lot will provide additional privacy landscaping and are designed for Class A RVs only. In 2009, this parcel obtained site plan approval to construct a (116) unit multi -family town home site with eighteen (18) two-story town home buildings. The proposed RV Resort will have a total of ninety-six (96) lots ("units") and all will have individual lot landscaping above and beyond the overall site landscaping. The proposed RV Resort will be a less intensive use than the previously approved multi -family townhome project and will provide a higher caliber end -product that will be compatible with the existing zoning and surrounding area. 0210053\1 5 9484\ 15 5 5461 v2 CHESSER'S GAP CLASS A RV RESORT (SOUTH SIDE) Item 2 —Additional Information: Public Safetv and Surrounding Proaerty Welfare: The proposed Class A RV Resort is located on the South side of S. Fleming Street in the Chesser's Gap PUD and will be part of the RV Resort community located to the north. It is bounded by S. Fleming Street to the north, the existing Chesser's Gap shopping center to the west, a 40' drainage easement to the south and the existing Charter Junior High school to the east. The project also proposes tennis courts, indoor storage units and private garages on Lot 6, east of Wave Street. The portion of the RV Resort located on the south side of Fleming Street and the east side of Wave Street will provide all the necessary infrastructure for the site to ensure all public, health and safety codes are met. The site will construct a looped water system to provide sufficient fire protection and potable water needs. A gravity sewer system will be installed for the project in this location which will connect to the existing IRCUD sewer main located in Fleming Street. In addition to the above proposed improvements, The RV Resort proposes to install 50' wide landscape buffers along a portion of the north, east and west property lines. A 15'-25' landscape buffer is proposed for the park area and tennis court / storage lot that fronts S. Fleming Street. An existing 40' drainage easement presently exists along the south property line and will remain undisturbed and in its natural vegetative state. The Item 3—Additional Information: Consistency with Zoning and Compatibility: The RV Resort proposed will be a high end, Class A resort. Each lot will be sold to the owner with a price point of approximately $100,000. In addition, each RV lot will provide additional privacy landscaping for internal buffering. Presently, the existing parcel can be developed for commercial use which would allow a large commercial plaza or similar type of store front to be developed. The proposed RV Resort will be a less intensive use than a commercial development and will provide a higher caliber end -product that will be much more compatible with the existing zoning and surrounding area. PROPOSED RESORT DEED RESTRICTIONS • Class A RV's only minimum of (26 ft) • Licensed and insured and road worthy • Must be in good condition • Equipped for full hook ups • All of the property to be maintained by the Association • No trailers permitted on the lots (boat, utility, car, Ect) • Uniform Type of Accessory Structures • Leasing must be approved by Association PROPOSED RESORT AMENITIES Our resort offers amenities and recreational activities designed specifically for the Class A motor coach lifestyle. Amenities: • Class A Motor coach ONLY ( min 26ft) • Large, temperature controlled pool • In ground heated spa • Lounge (room for cards, TV, computers and socializing) • Fully -equipped exercise room • Modern laundry • Full bath facilities (luxury the and marble bath facilities with private shower rooms) • Two tennis courts o available for play until to p.m. o Ball machine rental o Tennis round -robins and tournaments periodically • Children's playground • Basketball court • Shuffleboard • 20 minute walk or short bike ride to Indian River Lagoon • Miles of paved bike and walking paths within surrounding area Resort Highlights: • On-site lake with lighted fountains • Secure gated access • Paved streets & landscaped concrete pads • Full hookups (30 & 5o Amp) with water & sewer • Free Cable TV & Wi-Fi (accessible from every lot) • Free onsite delivery for bike rentals • One mile from lagoon, boat & jet ski rentals • Restaurants and grocery stores nearby Indian River County, Florida Property Appraiser - Printer Friendly Map Print I Back Indian River County GIS Page 1 of 1 ParcelID OwnerName PropertyAddress 31381300008000000004.0 SEBASTIAN GENERAL PTNR 31381300008000000002.0 SEBASTIAN GENERAL PTNR 31381300008000000001.0 EBASTIAN GENERAL PTNR 31381300008000000005.0 SEBASTIAN TOWNHOUSESLLC Notes 760 S FLEMING ST SEBASTIAN, FL 32958 755 S FLEMING ST SEBASTIAN, FL 32958 790 S FLEMING ST SEBASTIAN, FL 32958 690 WAVE ST SEBASTIAN, FL 32958 http://www.ircpa.org/PrintMap.aspx 10/31/2014 fill; �„l ✓�, ` ` 1 f L .) \ 7 _ r94 \ I CONCEPTUAL SITE PLAN i - ) STORMWATER MANAGEMENT - - TRACT B - w'xsD' s!D�aa (7(12 vN155) ' t-i'A.RK:NG GARAGES (TYR) I 1 1 I I i LEGEND C� ROW AREA LANDSCAPING ROADS AND PARKING RV LOTS COMMERCIAL BUILDING _CLUBHOUSE / POOL / SPA /TIKI BAR 'L BATH HOUSE /LAUNDRY STORAGE UNITS PARKING GARAGES j_ TENNIS COURTS _ GAZEBO _ GUARDHOUSE Q WWinn N N M' �rt J�M m LL m ap J-0— N W ^ n C , mtt : MOiX 4s mWa.LL � �> tj ZN� Q l7 u W W z W>� 1MLU,. Z Q J a W (I) J Q h - CL W U Z 0 U 0 O a Q � CA 0 w W Z U 0� a_ N W U o U BATF: C1 OF 1 14-233 9 IFX U — �� 'Ti� /r{L♦''�;�''. `ter �Mw',�' ,''' '��, ��•. � � ` t'' ,• �'• ,• Xx 10 1/loll , �� �' ��• • �r•�iI 1. 'T r � � ' IF P, Ilk, f ► at i 1 t♦ ta i 1 �' 1 Chesser's Gap RV Resort WTI. 'T"17 4i ) PRELIMINARY DEVELOPMENT SUMMARY RV LOTS 148 STORAGE GARAGES 38 STORAGE UNITS 102 CLUBHOUSE 5,525 S.F. TIKI BAR 2,000 S.F. COMMERCIAL BUILDING AREA 5,000 S.F. CHESSER'S GAP PUD REGULATIONS PUD TOTAL AREA 58.1 AC RESIDENTIAL AREA PERMITTED (25%) 14.5 AC ; RESIDENTAL AREA PROPOSED (RV LOTS) 11.23 AC / ' F 7 = RESIDENTIAL RV LOTS CONCEPTUAL SITE PLAN GREEN j SPACE � PE LOT 4 -v CO - GREEN--- AG`REEN f ' conn. _ i� SPACE LOT f GP i BATH LAKE STORMWA TER MANAGEMENT TRACT A CANOE CHANNEL �►��� L/ - BRIDGE LOT 5 l J STORMWATER r Q.91 9Q MANAGEMENT TRACT C TIKI BAR / LAKE BOARDWALK LNDR 1 T GO RRA ou I�i �j LAKE LAKE \ N U GUARD HOUSce e_ l \,\ �_\ \APE e FFe 1I RECREATION GAZEBO BATH AREA j i �'-�_ _\-\ ��-2�, w H—O—US—E—--------- ------ --------------J- �,1, I I Z. A ,�-50' ------------- TENNIS COURTS LANDSCAPE -B-U—FFE_R25' LANDSCAPE -- T - _ cn 34 33 35 �R 32 :In I I 36 , LOT c3 j. V11 i 1 37 30 z I I I! I I 38 29 z7 STORAAI'✓ATER J I a a 26 i MANAGEMENT 11 N�dno a000� [2 WO OWN 7v I; TRACTB .-- .- ��� NNNNNN rECEIVED 40' DRAINAGE EASEMENT I 40' DRAINAGE EASEMENT ;00X10"NSTSO�RAGE OCT 9629W ------------------ ------------------------------------------- — -- -- ---_------=��1------- -- ------------- - - --�-- — - 0 m m1. WNgi� � W MOO -191? F NLLmaD ==umirr. x CQNN NW I V� Ft mWauX. - > �U �',,& Zo \J y _ a 2-E EJLuP z IMLU. zg SHEET C1 LOCATION MAP SWING DISTANCE MGMW. P.UA. CONCEPTUAL PLAN (19871 UPDATED PUD CONCEPTUAL PIAN (JAN. 2004) SIR i1X11 - 1mom 'mmm - tOTAL 7FfA FAOPOSfO FAAAll N19'44'3VE S70'15'29'S 40.04 64.00' TOTAL NSA = 1.40.4 " INMAAI FAR' - mm FAR = 02 AC &ADif, MSA ILr' 25% A°BI SPALE = IC mm KILIK NSA OPEN sRa = all)K = 035 M (24 STEP SWING DISTANCE ?DORRY:hCYSRWL SOT59'49'E IH TOW ARA - J20 fC tOTAL 7FfA FAOPOSfO FAAAll N19'44'3VE S70'15'29'S 40.04 64.00' WYtA.NWG EOS !� 999.0.0X9 mama MAN 125% - m 480 d NA701M DHN m TE I3 970'15'29'E N19.44'31'E Sa 13 CLAM Rut , N7a15'29�1' 51"'311Y use 10111 MSA = NAto K TOTAL ARF Rolm AI MN F. = 0.35 AC am FAR 1Yx1AN MAO AREA = I* AC NAM mw MSA JIM 25% OPEN 5@ AL NNN411 om SPM£ SII ISI 16D M SITE 14 y lO TOTAL ARG = 722 x TOR AREA P91090Ilax FA = 030 AC IWm19 FAB. wall K&G.YC 3.61 K YAMAN NX ABA 4M 25% OPEN . - = LAO AL VINAN OPEN 5E SITE IS sa MIT1 USE TOTAL ARA 17.10 AC TOTAL KA ffmapm FAR OSO K NAM FAR wm WA B55 AC IWM101 DAM AREA INARAI zu 342 K NIN" on SPAT SAE I6 SITE 16 FADT ISE: FOR - = 63 AC - TOTAL MEA NM FAR = AC NAM FAR. NWG BIMSA = 2 AC mm K1m MFA 25% OPEN SI'AE = T. AC mm OPEN SPAFA SITE 17 TOTAL ARA = 172 AC TOTAL ASA FMID ARD - 1.12 AC PAID AND OF81 Ae = 22 K OB ARA FAR (NOWt'10-fMA X116) 6 OO➢fD AS A 5!N.OIUSS CNFMS IF/YLRI ARIA (fU) CSO BY THE TOTAL SITE OKA. NIR@ IFOKUTX6: ICO AT R WMR } Nor NUKE Owls 41 AT NON RETWOL 11 70' LWDSUFE 57 AT ALL 0061E5 NO KED41C5 N.LOES N am AADS NO DCA omy NTo LM[6flSf STIP FABAE' c5-�I1BIT5 mm CBS 55 SfA1II/NNO SF. RUR CgNFRML 1 SPM7/1110 if. Olm RA:E MAL 1 AMT/266 Sf- MIAMI!% 154AFf/SCO Sr. SITE 6(U NtWTY 19P 8'mA TOTAL SITE PRA = W x 59.( LESS FI.DaraT. RA = .72 AC 3.71 NJ PU.R () L6kLWAKE ASA - K 54.41 M SITE FAR = 0., AL 1141 AC TET 911 FAR = 0.44 045 AL MOM B01N An = 24. AC 2451 AC TOTAL OPEN SP7CI.ARA 9NA1 IIC<UE AT LE451 TIE NIN REQUIRED FOR WIFED LK T1 UTS = 1533 ;C 761.6 AL TOTAL SRM[4TTR WXW MSA 10 R III= N OPER 7kcl. A9 %ALL R)DO WL TO ISLE KM CM£S TOTAL Do MSA TO K KM N OPEN 99L WW ALL M18f EIM HIOD = 35 FEET. POOR ATL K Flow 6 SKOED BSI CWS. SEE =00 ARK FOR OPERN Of DM FURIES Dm DENEIMEO MA SIBWI IBE 0T AAS WON 11109 Ott OF SEWN vKF RPORfS' ON Ofm M0 ON FILE N TRE COY TIC BAN 6 A COHPI PIMI CKY, M9 6 SEE TO 00 ONO EAU ON COAL SNE ODELERR7O PKPOAS ON TIE OWELOPED TRIGS - TO K N XCY -49 m TK COY aDis AN7 OIDINNCLS = mtNAm' FAa4fs/ U) x = 4m>D OM k 2A m 100 AL (25%) I Fxsm�Ec = 2aW ce )35 AC 7-1 AC 515 AC (25q PIDfEtYVw10FDf1 pom ML 9N AC = 050 K = 510 K = 3.60 AC M LINE SWING DISTANCE L1 SOT59'49'E 87.04' L2 L3 N19'44'31'E NtrIVSVE 99.00' 82.29' L4 L5 N19'44'3VE S70'15'29'S 40.04 64.00' FB L7 S19.44'31 -W N7ai529'N 68.00' 20.00' LB L9 SITw31'W N7a15'29^N 133.00' 38.00' L10 Lit 970'15'29'E N19.44'31'E 100310' 252.49' L12 L73 N7a15'29�1' 51"'311Y 89.45' 782 -OD' -4 N7at5'29'W 71.00' 115 5/9'x4'3,, 99.00' CONCEPTUAL PUD = RSDBORE N,LVAULY GRAPHIC SCALE SEBASTIAN HIGHLANDS -= UNIT 14 1 inch - 100 AL ZONING: RS -10 ��h$ !p1/ / 8� _ 'ATr ,1� /^�r / /! !! EILLSt. 15G =VEWKE- aww< Sm M A/7UK /' V�j /!h /! /! / / LM7BY Sa 1.49 AC - sT ,•C,, ! ! ! Q R PI� as ce ! !\ / !! \ COMMERCIAL 1.40 AC. COMMIUNITY FACILITIES - BNSLLL' OR COMMERCIAL �• .� %� 440 AC v 4.0 AC. /' i a09 ALSOT 1 / ! OZT161Ac () ! ! /!! ZONING: PUD CEux \ /! , / ,P\ ? i ' r1iEa = S.01 rt i ® ! - UK C Im �CWIYRDE,SDBCt !/ // ! p /cP /' PROFESSIONAL OFFICE/ , 2omAc !! /! // !! !!/ Gj /d' COMMERCIAULIGHT INDUSTRIAL / ! !/ V' / / LOT 2 A� 112 %tib ! 9.7± AC. w X11 IC (� / ! EM7. USE: eN9 (eNa+ED 3W) & /N o Ex9, USE: UNOEVI LCPED FUTURE PROFESSIOWL OFFICE/ I - / s,0053 SF. 9199. �' UST: HONE / 27,5063 SF. WEIMWS / V' � � C9NNERCW/UGHF VmU50Ns1 / ( !/ !! S70• ARFA - 1115 A0. 'w/j� �s� 3M1.ai145F SUS % , N/A- NO DET. OOBMIT / / ! /A. �ESZy.t p ?J1.91 eG / o: ,4p LOT 4, 5, AND 6- CASH -N -CARRY 4 O o I N ! rX . USE GROCERY/L'AUOR/WIIAQRIW FRJIX/F14NES5 CENF01 _ �" B' / Z o 48.560 S.F. 9109. MULTI -FAMILY RESIDENTIAL I o N \?O/ 270.9093 S.F. IS 3. 4US "14 \ / - -.. - 8-UNITS/ACRE a AREA = .00 M. (.IDS 3. <, ALIO 5) / 14.5± AC. z g.1j 061=2400'01' E 7 USE UNDEVELOPED MUFF REWNIW. MULTI-FA4CY N X123.43 4f LOT 5 I // 35 'H7• /Ch= -243.1 - -� ♦ \ I W J/ v , EAST. 15E UN9EYcLOPEO: FNUFE CININERCNL/REFNL j . - AAFA= 10253 780.00 ii Dei=ta89'S9- i L-272.27 �Fa1/lA/ R\ RT-85a7o'7°-0 AAO ) Ch 8 581�•49'2-ag3'E Ch -115.01 0- L -j-- Fy,,TEP Ch B -S7719'23 E Z l _mss v`r�kHSl A' r +sz.sa COMMERCIAL - RETAIL N8T4V33'E 377.40' a 20.-6± AC. X i 3 W 119 1 I w (.0 DN -11'00,W cN R=680.00 I EMT. USE: CHARTER SLYWOL U3 T=65.48 3001 S SF. KOG. AL3 PROFESSIONAL OFFICE/COMMERCIAL Ch 130 U � 19110D3 SF N&ERN915 � Lri-13035 SEBASTIAN HIGHLANDS UNIT 6 F 4.20± AC. ' PLAT BOOK 5. PAGE 93-97 m °741' ` i.,at AC. (p ( Ch 8=57719'23"E ZONING: RS -10 W EXIST. USE: UNDEVELOPED: FUTURE OFFICEJCOMMERCWL 24 18 I ] SEBASNAN HIGHLANDS UNIT 16 Q PLAT BOOK B• PAC£ 45A -45J ZONING RS- ER WD-IIIIIIIIIIIIilm S89'42'34"W 7983.67 DRAINAGE EASEMENT so' CANAL R/W COLLIER WATERWAY n 1615 14 t3 12 it 1 10 1 9 1 8 I 7 16 I I I I I I I 1 I 5 I I I I 5 I 4 3 2 1 1 2 3 4 I 1 I I 1 I 1 I I I I I I I I I I I I SEBASTIAN HIGHLANDS o \` I CONTENTS DOSIN = RSDBORE N,LVAULY N/A - NO D67.,EOEL ATNLM A -= = 145011 ATTACHED 050 AC 73) AC = Jb3 ACi� •= FRM D -- Elm = p148Lfl0W WIDE N/A IAT Dust @&1CPIEMI = 410 = D50 AC = 2.10 AC = 1F5 K i D 04u = Owl STRB 11DIN0 SIRLT Mom DTFN THN'A176A4 DTOI = 370 k 370 AL = 170 AC LAO AC = y60 AC 16D M SEBASTIAN HIGHLANDS UNIT 6 F 4.20± AC. ' PLAT BOOK 5. PAGE 93-97 m °741' ` i.,at AC. (p ( Ch 8=57719'23"E ZONING: RS -10 W EXIST. USE: UNDEVELOPED: FUTURE OFFICEJCOMMERCWL 24 18 I ] SEBASNAN HIGHLANDS UNIT 16 Q PLAT BOOK B• PAC£ 45A -45J ZONING RS- ER WD-IIIIIIIIIIIIilm S89'42'34"W 7983.67 DRAINAGE EASEMENT so' CANAL R/W COLLIER WATERWAY n 1615 14 t3 12 it 1 10 1 9 1 8 I 7 16 I I I I I I I 1 I 5 I I I I 5 I 4 3 2 1 1 2 3 4 I 1 I I 1 I 1 I I I I I I I I I I I I SEBASTIAN HIGHLANDS o \` I CONTENTS 1 CONCEPTPLAN 2 AERIAL 3 1987 CONCEPT?LAN ATTACHED SURVEY CONCEPT PLAN REPORT N JT� A$9iff- -BO' UBDIVISIONTH W - . ; : . S89 CHE8$89S GAPS PLAT OR' .971.07' A SUBDIVISION OF A PORTION OF THE NORMSA 4 F ON 13, IPWNSHiP.31 IAM=w7xy, Psm TMMSURE COAST SOUTH, RANGE 38 EAST, crff OF SEBASTIAN -2 0 Sy GAF 5ffi&"t,5ECTION ST 1' 1 ,SURVEY, INC. ESSER'S INDIAN RIVER COUNW, FLORIDA DIVIS )a FL 32967 3 PH I1oN 4321 U.S. HighWay 1, Vero Beach PAd.E-----3 Phww (772) 567-577,5 F. (772; 567-5785 -A TAU CURVE DAI NO SCALE X 49t DOC -ETNO..19 CURVE CH, BEARING CURVE RADIUS.LENGTH DELTA CHORD CH BEAR4NG.CURVE RA G75 BEARING" BASIS- Cl' 780.00' 112.17, 20'00 Op 27o.8g,' S61'42 40.E C14 65.00' .136.69',. 32*2Cr;54* 35.21o� 55-4'27'31"W- C27 21'M55 .91 N24'453,5eE. 12.111 S,35' -107 20,000, C15 62' 27*06'05" 42.23' - NO/-VJI W. �t EL 70O.W 244.35- T43 �11- S61*4TWE LAM Ill. 7'. 50'46' .125269110 C16, 90.06' 142. 4 Too -00' 16.19, - 517-12-40VE 40.00' 32 2' 47*og'32' C29 11; 7? '11:1$3' 56'37'16* 11.35'. §1 '48' 0"W 22 1 C3.- 1 115;01. 32.00'. S(17'04'N�* _821786:62- -12'-40-E C17. 15.00' 32.5S- '5 '3' -" - C30 37"W - AN 1251-13&72 C4 680.00' 130.55' 11 *0000" 130.39 S77 24 Q'53* 32.27' SO 4jjO',.Iq" 9.39' $711Z, 56 29' -- -§ 6O�Vl.3 W� r - C31 11.27- 0.98' 3324*01" 6.98' N69'0 *1 2.W E 823039.48 C5 175.00' 18'26'47-' �G.CV 018, 55.00'. 120.14' 125'00'14". 91.64., N78'24'10"Ifi DErAIL: OF BEARING, BASIS[ 7�.00': 24-04F4 3.1.27' -91 270V '32 E C19 178.35' 5, 02 11.91* CO 31.!W 7*09'17" '45'04"W 14.58' `4 '1 13.69', . N17' 4"W. -3.40' 1 ... .20, S82 '36'674W '37'66" 17.0�� "E . . . C7 125.00'. 13.40" 6*66'27" 13.39, N21407'21"W C20,- 2Q.00' 11.91' '015'39":.: 11,73` N71 C33 11.97: 34 C34 48166- 1n 07' 2.19,10.1 10.Q7' 114152`11'05"W C'8 125.00' 48.3 -'� 22.0652 - 48.02' Sll�.1!55E C21 89,731 80.00'. 0,5.;6': GBIN16' 6::2 - - �5V25 5.01'• SO4-1.9'58-W.. C22 20.00'. it"i 3f06'39" 11.73' C35 24 .66' 15.05' 3'28'07" 15.05 N55.04.4"W -�1�3-12'57 W C23 N 9'50' "W 740,001 25EL31! 20*QQ'�QQ" CIO 37�33 i�3-Wjr 37.28- C36, 257,001 561'42'40-t 225.00' 160,46. - 72. 04; T8-72-55�3 509'0317. W 0.37-- 6 - 11 oo'00". 122.67' N771 2'.31"W C9 225,00 Cil 225.00' 37 7 W24 8�00-�1217,76' 04. V Ni6*27'g2,�W 40 -OC W.87' -25'47-. r - C12 , �2 182.50 5955'26" .174.30' S11'57' C3111 �00-00' 64.3S' 16 54.05' S09*05'12"W. 1'57'Oe 23.15'� ZZ.41 lR 07'E 013 9-0g.r" 107.. SIB: 1., 214.&0' 515'27'61- 1205.60'. IN12-40',50"W- -1 C39 iOD.012' 49.0 41;70' 512-0 9'32-g 2.53'. N23' "W SEW,1TOHIGH LUT 14 1 7 43 TH F SECTION 5ECTIC N 5ECric 2 7622.7 OM 0 q. 5E -C N .SECTION TOWNSHIP ki"ICUTH, GE EAST iz Tio .. 'TRACT A 12 -46'1 5"W 011d P 9-4�' 5-E 3 5 .1 _C 971.07- F -5 t -5E N69 -4b 1 D t F-C-FiC N '09 5F C_no PARCEL J N 5r-( TIG TOWNSHIP 31 SOU-rH. RANGE 58 EAST STOFOWWAIM UAN40EMW M& A FOUND 112' MC "CARTER & M&CIATES NORTHWESTICORNER OF SECTION 13, N SE. GAS 3 poc18 F.D.E:P. CERTIFIED CORNER RECORD#068944 / . /OFF�I�IAL RE OOK NORTHEAST CORNER OF SE TION 3, LOT 1 38 EAST 165.7, PAGE 215 CHESSER'S GAP oN -L COM . 8 SUBDIVISION 6 CILL7 TOWNSHIP 31 SOUTH, RANG: % 0 B TIT '76 a CALCULATED FROM REFERI NCE CORNER A;- 64 FOUND NAIL 8 DISK 'WIT C LB 205' F.D.E:P. CERTIFIED CORN REcoRb#065506 PARCECI 23.86 ACRES ELKS 'T OT.jr.NAY Q ? B 1 5'. 8 ACRES / .. . j . . Z / C, HES CHESSER'S GAP SUBDIVISION W� PHASE I =a P.O. 13. PG. 76 & 764 7/ FUNE RAL 0 -HO Cm 4r w z 6905 wird Ici do 0 OT o Z tiiY 4 ACRIS 00. Ro PLAZA A3 S LOTS 3, 4 & 5 CHESSEWS GAP SUBDIVISION 2 PHASE I P.M. 13. PG. 76 76A v) ABBREVIATIONS. EASEMENT 3z POC POINT Or COMMENCEMENT• 10 UTILITY 852T 6 ND ctl O.R.B. 94, PG. 2 . I t PRM Le POB POINT OF 13EGINNING 1� 0905w P.B. PLAT BOOK E PG. PAGE R/W = RIGHT OF WAY FLORIDA DEPARTMENT OFs w= 10' UTILITY EASEMENT. F.D.E P P A R C E L 2 -1- 4 _j 10L TY ElEgg, 4 ENVIRONMENTAL PROTECTION: 12.45 ACRES IT P I UTILITY 'P 0_ PND CM O.R.B. 'PRN Le FND CM ('905 3429' 'PRM LB LOT 19 20' UTILITY FASEMEN 67 O.R.B. 1349,WG.EM IV, -- '08 s' -j/ - I 46' -W -40' 1 m-p'O'3c! w I w 5 62. IH 10.30 ACRES SET LOT 4 a NIAILLS 7 - IMP If�Z,PG PG.E296 PSM 659 0 Em 'PRM 10* UTILITY EA EMEN 9 O.R.B. 924. PG. 2892 4 LoLg Tr p -L- 3' 0 DENOTES PERMANENT REFERENCE MONUMENT (PRM) LOT 18 2.15 AC ES 2.51 ACRES P A R C E L 3 PA$ CONCRETE MONUMENT UNLESS o0 SET 4" x 1 3.64 ACRES WE OF THE NORTHEAST o IL o - Q oo SEMS T I o NOTED) STAMPED "PRM PSM 6596" 1/4 FF VETION 13JOWNSHIP 31. o IffIRI SCHOOL SET NAIL&DISK IN HEADWALL p SOUTH, RANGE 38 EAST (n 39 M PSM 6598' -O.R -E - - - - - - - - o 1349 - - - - - - - - - - - s 0 DENOTES LOT CORNER SET 1/2" IRON ROD WITH PLASTIC CAP STAMPED "PSM 6598" DRAINAGE EASEMENT h DRAINAGE EASEMENT L - - - - - - - - - - - - - - - - - -342 - - - --1 7 -3fl;' wiL - 27§. FND CM LOT LF S 8915V03" W io.o'J co --(50' DRAINAGE RIGHT OF WAY) -PARC l2 OS '03' S 89-50 03" W 726.89' 'PLS 3435' 0488.57 N DENOTES. STATE PLANE PL 8-- S '731 2 COORDINATES, FLORIDA, I NW -OR SW 11/4 EAST ZONE I INE T DF T T&NmTH6WA QUARTER -HE NO RTHEASTA c I N I f So ii T S -11P 31 SOL TH. RANGE 38 QUIAA OF.. LOT. 8 LOT LO I LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT LOT 9 ANDS IT 61 BO I OK PAGE 9 BLOCK I BASTIAN HIGHLAN DS UNIT 6 PLAT BOC 5, PAGE 97 _OT IS LOT Lo", LOT 12 LOT 11 LOT 10 LOT 9 LOT 5 LOT 4 LOT 3 LOT 2 LOT I LOT I LOCK 171, SEBAS IAN HIGH fT.: i II. SHEET 3 c LINE 'TABLE LINE- BEARJNG--, - LENGTH Lj`L. N2411 -34!W 4.3 L2 - N51*42740.W .11.29' 1�1� N39'20'39!W 36 8' LL�� N530 '21"W 54,63' L5 N78*60'56"W 23.40' Lt:�L Na6'40'l6"W 50.02' L7 . N88*401 6"W 30.42' LS 1$18'33'OV-W 29.17' L9: S71'54 51 E 100.33' L10 S69'16'30' E 112.7-7'- Lll - $08'29'48"E- 915.22'. Lt, 2. , S48W'287W 100-28' L13- N85'4213'W 132.45' L74 W5 -!'18'12 "W 74.93! L15 N521 'IZ"W 7o.41' 106: IN52'16'1 2"W 4.53' 1L157- '4 13"W 4.1,3' Ll N24. 11'34"W .4.30' F.D.E:P. CERTIFIED CORN REcoRb#065506 PARCECI 23.86 ACRES ELKS 'T OT.jr.NAY Q ? B 1 5'. 8 ACRES / .. . j . . Z / C, HES CHESSER'S GAP SUBDIVISION W� PHASE I =a P.O. 13. PG. 76 & 764 7/ FUNE RAL 0 -HO Cm 4r w z 6905 wird Ici do 0 OT o Z tiiY 4 ACRIS 00. Ro PLAZA A3 S LOTS 3, 4 & 5 CHESSEWS GAP SUBDIVISION 2 PHASE I P.M. 13. PG. 76 76A v) ABBREVIATIONS. EASEMENT 3z POC POINT Or COMMENCEMENT• 10 UTILITY 852T 6 ND ctl O.R.B. 94, PG. 2 . I t PRM Le POB POINT OF 13EGINNING 1� 0905w P.B. PLAT BOOK E PG. PAGE R/W = RIGHT OF WAY FLORIDA DEPARTMENT OFs w= 10' UTILITY EASEMENT. F.D.E P P A R C E L 2 -1- 4 _j 10L TY ElEgg, 4 ENVIRONMENTAL PROTECTION: 12.45 ACRES IT P I UTILITY 'P 0_ PND CM O.R.B. 'PRN Le FND CM ('905 3429' 'PRM LB LOT 19 20' UTILITY FASEMEN 67 O.R.B. 1349,WG.EM IV, -- '08 s' -j/ - I 46' -W -40' 1 m-p'O'3c! w I w 5 62. IH 10.30 ACRES SET LOT 4 a NIAILLS 7 - IMP If�Z,PG PG.E296 PSM 659 0 Em 'PRM 10* UTILITY EA EMEN 9 O.R.B. 924. PG. 2892 4 LoLg Tr p -L- 3' 0 DENOTES PERMANENT REFERENCE MONUMENT (PRM) LOT 18 2.15 AC ES 2.51 ACRES P A R C E L 3 PA$ CONCRETE MONUMENT UNLESS o0 SET 4" x 1 3.64 ACRES WE OF THE NORTHEAST o IL o - Q oo SEMS T I o NOTED) STAMPED "PRM PSM 6596" 1/4 FF VETION 13JOWNSHIP 31. o IffIRI SCHOOL SET NAIL&DISK IN HEADWALL p SOUTH, RANGE 38 EAST (n 39 M PSM 6598' -O.R -E - - - - - - - - o 1349 - - - - - - - - - - - s 0 DENOTES LOT CORNER SET 1/2" IRON ROD WITH PLASTIC CAP STAMPED "PSM 6598" DRAINAGE EASEMENT h DRAINAGE EASEMENT L - - - - - - - - - - - - - - - - - -342 - - - --1 7 -3fl;' wiL - 27§. FND CM LOT LF S 8915V03" W io.o'J co --(50' DRAINAGE RIGHT OF WAY) -PARC l2 OS '03' S 89-50 03" W 726.89' 'PLS 3435' 0488.57 N DENOTES. STATE PLANE PL 8-- S '731 2 COORDINATES, FLORIDA, I NW -OR SW 11/4 EAST ZONE I INE T DF T T&NmTH6WA QUARTER -HE NO RTHEASTA c I N I f So ii T S -11P 31 SOL TH. RANGE 38 QUIAA OF.. LOT. 8 LOT LO I LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT LOT 9 ANDS IT 61 BO I OK PAGE 9 BLOCK I BASTIAN HIGHLAN DS UNIT 6 PLAT BOC 5, PAGE 97 _OT IS LOT Lo", LOT 12 LOT 11 LOT 10 LOT 9 LOT 5 LOT 4 LOT 3 LOT 2 LOT I LOT I LOCK 171, SEBAS IAN HIGH fT.: i II. SHEET 3 c