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HomeMy WebLinkAbout02-04-2021 PZ Agendamcx HOME OF PELICAN IRAND 1225 MAIN STREET a SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 AGENDA PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY THURSDAY, FEBRUARY 4, 2021 — 6:00 P.M. CITY COUNCIL CHAMBERS 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MAYBE INSPECTED IN THE OFFICE OF COMMUNITY DEVELOPMENT 1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CiTY WEBSITE 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS AND/OR AGENDA MODIFICATIONS Modifications and additions require unanimous vote of members. Deletions do not apply. 5. APPROVAL OF MINUTES: Regular meeting of November 19, 2020 6. QUASI-JUDICIAL and PUBLIC HEARINGS • Chairman opens hearing, attorney reads ordinance or resolution or title • Commissioners disclose ex-parte communication • Chairman or attorney swears in all who intend to provide testimony • Applicant or applicant's agent makes presentation • Staff presents findings and analysis • Commissioners asks questions of the applicant and staff • Chairman opens the floor for anyone in favor and anyone opposing the request (anyone presenting factual information shall be sworn but anyone merely advocating approval or denial need not be sworn in) • Applicant provided opportunity to respond to issues raised by staff or public • Staff provided opportunity to summarize request • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Quasi -Judicial Public Hearing — Site Plan Modification — Giant Oil, Inc. (Mobil Oil) - 617 U.S. Highway 1 - Proposed demolition and reconstruction of new 4067 SF convenience store with fuel canopy— Commercial Riverfront (CR) Zoning District 7. UNFINISHED BUSINESS None 8. PUBLIC INPUT Public Input on items other than on the printed agenda, is five minutes, however, it can be extended or terminated by a majority vote of members present 9. NEW BUSINESS 10. COMMISSIONERS MATTERS Election of Chairperson and Vice -Chairperson 11. CITY ATTORNEY MATTERS 12. STAFF MATTERS 13. ADJOURN DUE TO HEALTH CONCERNS REGARDING CORONAVIRUS, ALTERNATIVE METHODS WILL BE IN PLACE FOR THE PUBLIC TO PROVIDE INPUT REGARDING THIS MEETING. INTERESTED PARTIES MAY CONTACT THE CITY AT 772-388-8226 OR E-MAIL QUESTIONS AT COSTV COSTV.CITYOFSEBASTIAN.ORG OR MAY VISIT THE CITY'S WEBSITE AT http:llwww.citvofsebastian.org/public-inout-methods. However, the public is advised to check the City website for up-to-date information on any changes to the manner in which the meeting will be held and the location. HEARING ASSISTANCE HEADPHONES ARE AVAILABLE IN THE COUNCIL CHAMBERS FOR ALL GOVERNMENT MEETINGS ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE HEARD. (F.S.286.0105) IN COMPLIANCE WITH THE AMERICAN WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS A SPECIAL ACCOMMODATION FOR THIS MEETING SHOULD CONTACT THE CITYS ADA COORDINATOR AT 589-5330 AT LEAST 48 HOURS IN ADVANCE OF THIS MEETING. AR government meetings in City Council Chambers will be broadcast live on COS -TV Comcast Channel 25 and ATT UVerse Channel 99 and streamed via the city website — www.citvofsebastian.om unless otherwise noticed and rebroadcast at a later date — see COS -TV Channel 25 for broadcast schedule 0) nX IC CITY OF SEBASTIAN PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY MIN Ttoo — NOVEMBER 19, 2020 E. Vice I. Call to Order Roth the to a. 6:00 -- -Chairman called meeting order at LUn� as 0 II. Pledge of Allegiance was recited by all. III. Roll Call Cf1 •� > 5 Present: Mr. Roth Mr. Christino (a) (D ® a a Mr. Simmons Mr. Hughan CY) N < < Ms. Kautenburg (a) Mr. Alvarez Mr. Carter Also Present: Ms. Lisa Frazier, Community Development Director (Zoom) Ms. Dorri Bosworth, Planning Manager Mr. Manny Anon, Jr., City Attorney Mr. Ken Griffin, City Engineer (Zoom) Ms. Mara Schiff, Indian River County School Board Liaison (Zoom) Ms. Barbara Brooke -Reese, MIS Manager Ms. Janet Graham, Technical Writer (Zoom) Not ❑resent: Mr. Reyes (Excused) Mr. Qizilbash (Excused) IV. Announcements and/or Agenda Modifications Vice -Chairman Roth announced that both Mr. Qizilbash and Mr. Reyes have been excused from this meeting, so Ms. Kautenburg and Mr. Christino will be voting in their places. Dr. Mara Schiff is present this evening via Zoom. Mr. Roth also asked that members of the public who wish to speak please keep their comments within a five-minute time limit. V. Aooroval of Minutes: Regular meeting of October 15, 2020 Mr. Roth asked if any of the Commissioners have any comments/corrections to those Minutes. Hearing none, Mr. Roth had one comment. He called attention to the last page where there is the reference to the Motion about forwarding to City Council the Comprehensive Plan. He asked Ms. Bosworth if she could review the points that were approved by this Commission to forward on to Council, the last group of five items. In the Minutes they are referenced as code numbers, which refers to the points that they confirmed. Ms. Bosworth said there was a separate sheet from the Natural Resources Board meeting. There were a few that this Commission did not want to include in, and cc CL E 9 i� c PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 2 MINUTES OF NOVEMBER 19, 2020 those references are referring to that sheet and those recommendations from the Natural Resources Board. Ms. Bosworth stated she will get the sheet where those items were listed and attach it as a reference as an amendment to those Minutes. Hearing no other comments from the Commissioners, Mr. Roth called for a Motion to accept the Minutes. A motion to accept the Minutes of the October 15, 2020 meeting was made by Mr. Carter, seconded by Mr. Simmons, and passed unanimously via voice vote. VI. Quasi -Judicial and Public Hearings A. Public Hearing -- Recommendation to City Council -- PUD Subdivision Preliminary Development Plan/Plat -- Spirit of Sebastian, Pods 7 & 2 -- 77.99 Acres, 208 Single Family Lots -- 2.67 Units per Acre -- Old Dixie Highway, Del Monte Road -- LDR Future Land Use (Low Density Residential), 5 units per Acre) -- PUD-R Zoning District (Planned Unit Development -- Residential) Mr. Anon, City Attorney, read the item into the record. Mr. Roth asked for the staffs report and recommendations on this project. Ms. Bosworth reviewed the history of this plan. She reviewed and described what this Commission is to do at this meeting, which is to make a recommendation to City Council on whether it is determined that this preliminary plan is in compliance with the Conceptual Plan that was previously approved. Part of this Commission's decision is to consider whether the traffic safety, the public health and welfare of this subdivision meets the City's Comprehensive Plan and Land Development Code (LDC) intents. This is the fourth revision of the plan. Staff reviewed according to the LDC regulations and the Conceptual Plan, and feels that the plan meets all of the requirements of the LDC, Subdivision and PUD sections. If City Council approves the preliminary plan, the next step for this part of the project, which is Pods 1 and 2, will be to develop the roads, utilities, and infrastructure. The Project Engineer will put together detailed plans and the construction drawing plans, which will be reviewed and approved by the City Engineer and his staff. The applicant will get all of his jurisdictional permits in line and then apply for a land -clearing permit. At that time, staff will ensure that all the permits and approvals are in hand. The next step will be working with a surveyor and putting together the final plan, which is the recorded document at the Court House that also establishes all the dedications for easements, etc. That plan will go before City Council for acceptance of the dedications and signatures. The final plan will not come back to this Commission. She then reviewed the Staff Report (SEE ATTACHED) and entered the Staff Report and other documents that were attached to that into the record. Included were the Request letters for the adjustments that the developer requested, an updated Public Facility PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 3 MINUTES OF NOVEMBER 19, 2020 Statement, the Traffic Analysis Summary, the Environmental Report, and the SCADL. She again reminded the Commissioners that all this information is just for Pods 1 and 2. She stated that Pod 2 is the first one on the construction schedule and explained the reasoning for that. Also reviewed were the revenues that will be generated by these pods. Ms. Bosworth reviewed in depth the Staff Comments attached to the Report as well as the Conditions for Approval, which she recommended should be attached to the recommendation for approval. Staff is recommending approval of this development plan. Staff feels that it does meet the Conceptual Plan, it meets the Comprehensive Plan and the requirements in the City's Land Development Code. Staff is also requesting approval of the two adjustments that are requested. Mr. Roth then called for the developer to make his presentation. Chuck Mechling reviewed his history of development projects within the City of Sebastian. He made a PowerPoint presentation which contained drawings and photos of the amenities and layout of the proposed development. (SEE ATTACHED). He pointed out that his firm is a local business. He introduced the members of his team who were in the audience. He emphasized that this will be the first community in Sebastian where there will be natural gas, and there will be no septic tanks. He stated that his firm is committed to working with residents along Del Monte Street about their concerns. At this point, Mr. Roth opened the meeting for public comment and asked anyone who wished to speak in favor of the project to present their comments. Michelle Morris, Sebastian, thinks the design of this development is excellent, and it will be a positive addition to Sebastian. Linda Kinchen, Sebastian, spoke to Mr. Mechling's character as being very positive. She requested that the Commission recommend approval to City Council of this development. Bill Flynn, Sebastian, suggested that the City use this as the gold standard for future development in Sebastian. He opined that this is an ideal area for growth in Sebastian. He also attested to Mr. Mechling's character. He recommended approval. Connie DiGregorio, Sebastian, asked what will happen behind South Moon Under. Ms. Bosworth stated there is a 15- to 20-foot landscape tract before there is any private property. The lots that will be along South Moon Under will be the larger lots in that pod. Andrea Coy, Sebastian (via Zoom), reiterated some of what the first three speakers covered. She can find no negatives to this development. She recommends approval. Seeing and hearing no one else who wished to speak in favor of the project, Mr. Roth called on anyone who wished to speak against the project. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 4 MINUTES OF NOVEMBER 19, 2020 Maria Bowdren, Sebastian, is representing her mother, Elena Bowdren, 154 Del Monte Road, who is in favor of the project. However, her Mother is against the extensive landscaping along Del Monte. She has a hard time right now backing out of her driveway onto Del Monte and opined that the proposed landscaping will be a hindrance to visibility. Her mother does not want to depend on a homeowners' association to maintain that landscaping. Her mother is in favor of the other improvements to be made along Del Monte. She is also concerned about the increase in traffic because of the County not allowing Old Dixie Highway to be used as access to and from the community. She also wants some assurance that Del Monte is not going to be a construction access. She also inquired about what happens to wildlife that inhabit the area that is being developed. Sue Peterson, Sebastian, is not in opposition to the project itself. She is in opposition to the landscaping plan. She also asked if there would be gates that would keep pedestrian traffic out of the community. Mr. Mechling stated that there will be access for pedestrians. Janice Martin, Sebastian, is concerned about Old Dixie Highway and its access to the community as well as construction traffic on Old Dixie Highway. She is also concerned about how much it is going to cost to relocate the tortoises. She asked how far south of Old Dixie Highway is the development going to end. Mr. Mechling stated the gopher tortoises are the developer's responsibility and will be handled in the appropriate fashion. Tom Hofack, Sebastian, asked where the main utilities are going to come from to supply this community. Mr. Mechling stated that the water and sewer lines on Old Dixie are in place and available. Maureen Murphy, Sebastian, is concerned about the increase in traffic on Del Monte Road when this community is developed. Seeing no one else in Chambers and hearing no one on Zoom, Mr. Roth closed public input. He then opened the meeting for Commissioners' comments/questions for the developer. Ms. Kautenburg: (1) Is pleased that the developer is local and attested to his reputation and track record in Sebastian. (2) She addressed the subject of affordable housing for the people who work in the City and asked that this be kept in mind for the future. She asked for an estimated completion date for these two pods. Mr. Mechling approximated that it will be a four- to five-year project. He stated he may be back here in the future with a different tract of land regarding affordable housing. He stated how diligent the staff has been when working with his firm on this project. Mr. Roth: (1) Inquired regarding the decorative lighting; he asked who pays for the decorative lighting. Ms. Bosworth stated that the decorative light poles along Spirit PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 5 MINUTES OF NOVEMBER 19, 2020 Boulevard would be the responsibility of the HOA. Mr. Mechling also described the type of lighting it will be, which has been very successful in other developments. (2) Addressed the subject of sidewalks and whether this will be a gated community. Mr. Mechling said it will be a gated community with access for pedestrian traffic for the most part. He also assured the residents on Del Monte that he will work with them and with the City staff to relieve their concerns. Ms. Bosworth stated that staff is disappointed that Old Dixie is not going to be a full access for pods 1 and 2. She pointed out that the residents can contact county commissioners to let them know how concerned they are because of the closing of this, and there will be additional traffic on Del Monte until such time as the Bailey Drive access will be open. Regarding the traffic that is on Wimbrow, she does not know if a four-way stop can be created. However, that is a possibility. Mr. Mechling described the work that his firm has already done to explore the improvements to Old Dixie. (3) Mr. Roth asked why the County did not want to proceed with doing the upgrade to Old Dixie Highway. Mr. Mechling stated that there were collective meetings on this issue. He estimated that with time this will all come together. (4) Regarding the RV storage area, he inquired if that is going to be adjacent to what is now called the emergency exit as plans go forward and Old Dixie is improved. He asked if that plan would change and allow that exit/entrance on Old Dixie to be opened up to be a general resident entrance/exit. Mr. Mechling stated it would. He also mentioned that the boat and RV storage has a separate ingress/egress agreement with the County that the boat and RV storage traffic will go directly out onto Old Dixie. Ms. Bosworth explained that the recreation tract and this community tract will have separate site plans that will come before the Commission. (5) On the bridge in the community, he asked if the waterways are going to be connected by a culvert or something underneath the bridge. Mr. Mechling stated yes, there will be culvert pipe that will go in that will allow the flow of water. (6) Regarding the subject of autos going astray, will there be some type of barrier along there to prevent autos going astray and ending up in the lake. Mr. Mechling stated there will be railing along that whole area. (7) Regarding wetlands, he asked if care would be taken so that there is no future settling in those areas. Mr. Mechling said that the soil is built on the old sand ridge of the ocean. It drains quickly after a storm. The only wetlands that are in the project are in the southwest tip, and Spirit Boulevard was designed to skirt alongside of those wetlands so that they are totally protected. Mr. Christino: (1) Said it looks like there will be one pump station. Mr. Mechling said there will be one lift station for the first section of 208 lots. (2) Has issues with the traffic also and had some questions for Kimley-Horn in this regard. (3) Is pleased with the proposed boat storage. (4) Mentioned that there will soon be many more trains coming through this area and asked if that was taken into account in predicting the delays at CR- 512 and at Schumann. Brian Goode from Kimley-Horn stated yes, it was, and explained the traffic flow north and south on Old Dixie. Ms. Bosworth explained that this subject is addressed in staffs Condition No. 1 that is attached to their report, which will require a third entrance onto Bailey Drive to be constructed by Pod 3. (5) Regarding the buffer PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 6 MINUTES OF NOVEMBER 19, 2020 that will go in will rival anything that is in the barrier island in Vero Beach. (6) There appears to be a scrivener's error on where it talks about connecting to a 6-inch force main and connecting to an existing 12-inch water main. He is asking if those numbers are reversed. Mr. Mechling agrees and said he will look into that. Mr. Alvarez: (1) Is pleased that the County has addressed, at least temporarily, an emergency entrance. Mr. Simmons: (1) Regarding the recommended adjustments by City staff regarding temporary ingress and egress, he is asking for a timeframe as to how that temporary situation ties in with the construction of Pod 3. Mr. Mechling stated the construction entrance and hopefully more will always be maintained on Old Dixie. So then when Pod 3 is begun, there will be a road built that goes through the community and exits on Baily. So that would be in a future phase. (2) Inquired if the HOA is going to be controlled by the developer until Pod 5 is finished. Mr. Mechling stated the rule is that when a community is 90% built out, the transition is done to the HOA. It was the consensus among the Commissioners that the presentations of both staff and the developer were very well outlined, and the project will be a positive addition to the City. Hearing no further discussion by Commissioners, Mr. Roth called on staff for any further discussion. Ms. Bosworth reiterated what the staffs recommendations are. She read into the record what should be included in the motion: In consideration of the comments and reviews by the staff, technical advisor committee, and other jurisdictional agencies, the Community Development staff recommends approval of the Spirit of Sebastian preliminary development plan/plat subject to the following conditions attached in Attachment A, with the following revisions as discussed earlier: • Revision to Condition No. 10 to state "...to require submittal of a sidewalk bond for the exact amount of unfinished lots that do not have building permits applied for before the subsequent phases final plat can be approved." • An amendment to Condition No. 9 to state that "In lieu of a bond needed for the second asphalt layer of streets usually laid after construction of the homes is finished, construction plans must indicate both layers of asphalt will be applied concurrently and according to application standards. • An amendment to Condition 12 that states that "The HOA documents will also illustrate definitively where fences can be placed with regard to landscape easements." She further stated that the attachment that is in the staff packet will actually be inserted into the resolution that will go before City Council. If the Commission recommends these changes with the other 13 conditions, that amendment will be made and inserted into the PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 7 MINUTES OF NOVEMBER 19, 2020 resolution. Staff also recommends approval of the two requested adjustments stated on Page 11 of the Staff Report for the temporary allowance of one main public ingress/egress and one emergency exit, and for the length of the cul-de-sac on Archie Smith Lane. Mr. Roth called for a motion on this matter. A motion to approve recommendation to City Council of PUD Subdivision Preliminary Development Plan/Plat -- Spirit of Sebastian, Pods 1 and 2 -- 77.99 acres, 208 single-family lots -- 2.67 units per acre -- Old Dixie Highway, Del Monte Road -- LDR Future Land Use (low -density residential, 5 units per acre) -- PUD-R Zoning District (Planned Unit Development -- Residential) with the 13 conditions for approval and attached as Exhibit A, with the amendments as noted to conditions 9, 10, 12 was made by Mr. Alvarez and seconded by Mr. Christino. Mr. Hughan -- Yes Ms. Kautenburg (a) -- Yes Mr. Roth -- Yes Mr. Simmons -- Yes Vote was 7-0 in favor. Motion passes. Mr. Christino (a) -- Yes Mr. Alvarez -- Yes Mr. Carter -- Yes Mr. Roth recognized all the public who commented and the attendance of the supporting team of the developer tonight. B. Public Hearing -- Recommendation to City Council -- Ordinance 0-20- 03, Establishing Starting Points for Building Height Measurement -- Amending Land Development Code Section 54-2-5.10(2), Size and Dimension Criteria -- (No Proposed Amendments to Maximum Building Heights) Mr. Anon read the item into the record. Mr. Roth called for staffs presentation. Ms. Bosworth explained that this has come about because there have been some difficulties with some of the properties that are in the City's flood zones based on what is currently in the Code on how building heights are measured and where that starting point is. She reviewed the memo that was attached to this evening's agenda packet. Staff recommends approval, and staff would like to take this to City Council for the first reading of the ordinance at the December 9th meeting with this Commission's recommendation. There being no discussion/comments by the Commissioners, Mr. Roth called on anyone from the public, either in Chambers or via Zoom, who wished to speak on this matter. There was no one. Mr. Roth called for a motion. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 8 MINUTES OF NOVEMBER 19, 2020 A motion recommending to City Council to approve Ordinance 0-20-03, establishing starting points for building height measurement, amending Land Development Code Section 54-2-5.10(2), size and dimension criteria, was made by Mr. Simmons and seconded by Mr. Carter. Roll Call Mr. Roth -- Yes Mr. Hughan -- Yes Mr. Alvarez -- Yes Mr. Carter -- Yes Mr. Christino (a) -- Yes Ms. Kautenburg (a) -- Yes Mr. Simmons -- Yes Vote was 7-0 in favor. Motion passes. VII. Unfinished Business -- None VIII. Public Incut -- None IX. New Business -- None X. Commissioner Matters Mr. Christino complimented both staffs and Mr. Mechling's preparation and presentation of this project. He asked if the agenda packets could be gotten to the Commissioners a little earlier when there is so much detail to review. Mr. Carter also commented on how many of the developer's team was present for this meeting. XI. Citv Attornev Matters Mr. Anon stated that he has been gone for several months due to a health issue with COVID-19. He was critical fora while but came out of it and feels 100% now. He thanks everyone for their support and allowing him to appear via Zoom. XII. Staff Matters Ms. Bosworth stated that staff is proceeding with the Comprehensive Plan. Tentatively, the transmittal hearing will be December 9th, but on December 2nd there will be a public engagement workshop from 11:00 a.m. to 1:00 p.m. and from 5:00 p.m. to 7:00 p.m. Tables will be set up for each of the elements. Everyone is welcome. There is information on the website regarding this matter. XIII. Adiourn PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 9 MINUTES OF NOVEMBER 19, 2020 There being no further business, Acting Chairman Roth adjourned the meeting at 8:06 p.m. j9 ccCC ONOF 7L HOME OF PELICAN ISLAND Community Development Department Site Plan Modification Staff Report 1. Project Name: Giant Oil Inc. (Mobil Oil) Proposed Site Improvements 2. Requested Action: Modification of an existing fuel station with convenience store site plan to demolish the existing structures and reconstruct same on site with additional parking, retail area, landscaping, and retention areas on the adjacent parcel located to the south. 3. Project Location a. Address: 617 US Highway 1 b. Legal: Lots 1 thru 5 inclusive, Block 6, Edgewater Park, according to the Plat thereof, as recorded in Plat Book 1, Page 23, of the Public Records of Indian River County - See survey for full description. C. Indian River County Parcel Numbers: 31-39-06-00020-0060-00001.0 4. Project Owners: Giant Oil Inc c/o Mr. Joe Peterson 1806 N. Franklin Street Tampa, FL 33602 (813) 313-0214 5. Project Engineer: Infinity Engineering Group. c/o Mr.Nisit Sapparkhao P.E. 1208 East Kennedy Blvd. Suite #230 Tampa, FL 33602 (813) 434 - 4770 nisit@iegroup.net 6. Project Surveyor: Kenneth Osbourne, PLS Compass Surveying 6250 North Military Trail West Palm Beach, FL 33407 (561)640-4800 1 7. Project Description a. Narrative of proposed action: A site plan approval request for the demolition of an existing convenience store and fuel station, and reconstruction of new convenience store and fuel station with additional parking, stormwater & landscaping improvements being proposed for the Giant Oil Inc. (Mobil Gas Station) located at 617 U.S. Highway 1. b. Current Zoning, Future Land Use and Overlay District: (1) Zoning: CR (Commercial Riverfront District) (2) Future Land Use: RMU (Riverfront Mixed Use) (3) Performance Overlay District: Riverfront Overlay District C. Adjacent Properties Zonina Current Land Future Land Use Use North: CR used auto sales RMU East: PS Riverview Park Institutional South: CR car wash RMU West: IN self -storage Industrial 7.1 Site Characteristics (1) Total Acreage: (2) Current Land Use(s): (3) Soil: (4) Vegetation: (5) Flood Hazard: (6) Water Service: (7) Sanitary Sewer Service: (8) Parks: (9) Police/Fire: .95 acres (41,407 s.f.) Fueling Station & Retail Store Immokalee fine sand Existing vegetation Zone X Indian River County Utilities Indian River County Utilities Riverview Park: 125 feet Indian River Fire — 4.2 miles Sebastian Police — 1 mile 2 8. Comprehensive Plan Consistency a. Future Land Use: consistent b. Traffic Circulation: consistent C. Housing: n/a d. Public Facilities: n/a e. Coastal Management: n/a f. Conservation: consistent g. Recreation and Open Space: consistent 9. Contents of Site Plan: a. lot configuration: approx. 310.00' x 135.00' legal / conforming b. finished ground floor elevation: 11.0' (exist. bldg.)/ 9.35' proposed C. contours and designating number of dwelling units: n/a d. square footage of site: 41,407 SF e. building coverage: 9,384 SF proposed = 22.7% (30% max allowed) f. square footage of impervious areas and open area: Total impervious area 25,407 SF = 61.35% (80% max) Open space 16,000 SF = 38.64% (20% min) f. setbacks: front setback= 0' required; provided 18.1' secondary front = 0' required; provided 196.0' side setback (west)= 5' required; provided 25.4' rear setback (south)= 10'required; provided 69.4' h. scaled drawings of the sides, front and rear of the building or structure: see enclosed packet for building and fuel canopy elevations. i. generalized floor plan indicating uses and square footage of each proposed use within each building or structure: see enclosed packet for a proposed floor plan of the convenience store building. j. building exterior construction materials and color: see enclosed packet for proposed building and fuel canopy color palette. M k. building height: 25 feet (35 ft. maximum) 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 Existing parking = 4 standard spaces + 1 H/C Proposed parking: 17 new standard spaces 0 existing standard spaces 1 new H/C space = 18 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 q. surface materials: provided r. number of employees: unknown S. type of vehicles owned by the establishment: n/a t. if there is a combined off-street parking facility, required agreements: n/a U. location of all pedestrian walks, malls, yards and open spaces: provided on site. V. location, size, character, and height or orientation of all signs: Location provided on site plan, the existing detached sign will be modified to match the new building architecture and re -used on site; it will be reviewed in the future under a separate building permit. W. location and character of landscaped areas and recreation areas: provided X. location, design and character of all public, semi-public, or private utilities: stormwater system data was provided to the city engineer and Indian River County Utilities for review and acceptance. y_ location, height and general character of perimeter or ornamental walls, fences, landscaping: provided. 4 Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: provided aa. location of existing easements and right-of-way: provided. bb. Land survey with complete legal description prepared and certified by a registered surveyor: provided CC. Verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property: provided 10. Site location and character of use: provided 11. Access, internal circulation, off-street parking and other traffic impacts: a. internal circulation system design and access/egress considerations: provided. b. separation of vehicular and pedestrian areas: provided 12. Open space and landscape (including the requirements of Article XIV): a. Calculations of required type, dimensions and square footage of landscape materials and of required landscape areas, including: total site area, parking area, other vehicular use area, percentage of non - vehicular open space, perimeter and interior landscape strips, and required number of trees: provided b. Location of required landscape areas and dimensions: provided C. Location, name, height and size of all existing plant material to be retained: provided d. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: provided e. Height, width, type, material and location of all barriers of nonliving material: None proposed f. Location, dimensions and area of landscaping for freestanding signs: provided. g. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: provided h. Riverfront Overlay District special landscape requirements: provided 5 13. Required screening of abutting residential and nonresidential uses: n/a 14. Flood prone land and wetland preservation: n/a 15. Surface water management: provided 16. Available potable water: provided 17. Wastewater service: provided 18. Soil erosion, sedimentation control and estuary protection: provided 19. Additional considerations: Stormwater calculations have been received with the application and reviewed by the city engineer. The system utilizes an under - drain system that is recognized and approved by SJWRMD, but not typically used in the City of Sebastian. The city engineer has expressed some concerns regarding the use of this type of system and the increased vigilance and maintenance required to keep the proposed underdrain system operational. The city engineer has recommended that the Commission mandate that the system is inspected by the city annually, and certified for maintenance and operation from a qualified engineer as a part of that required inspection. The existing freestanding sign will be removed, modified, and replaced at the same, or near same location. It is unknown if the sign will meet the size or height requirements at the time of its placement, therefore staff will review all signs as a separate permit, not a part of the site plan review. The new and existing signs shall match the building architecture by way of color, shape, and height, and meet current land development code standards. The applicant is requesting a series of waivers from the Riverfront District Landscape Code for the following items: A relief in the proposed fuel canopy fascia limitation from 12" to 20" as found in Article XXI, Section 54-4-21.A.5(b)(3). The applicant is requesting that the fascia of the proposed fuel canopy is allowed to be extended to allow for a corporate supplied applique' `Mobil' sign that is 18" in height. The applicant is not allowed to have an internal light for the sign, nor can they utilize channel lettering for the fuel canopy in the overlay district. A review of other fuel canopies in and along the Riverfront corridor have similar sized and type of signage that is unlit- therefore the request would seem in character and reasonable with other fuel canopies found in the district. If approved, the applicant would construct a fuel canopy that has a 20" fascia, with the required mansard roof above that would match the material finishes found on the proposed convenience store structure. 2. A reduction of the foundation planting requirement by 25% as found in 54- 4-21.A.7(c)(2). Under the Land Development Regulations, foundation plantings are required to cover approximately 40% of all building facade areas. The applicant is seeking relief of the required landscape material by 25% of the total requirements based upon the limitation of useable space C around the proposed building for such plantings- the configuration of the building, perimeter sidewalks, and added other architectural elements as proposed does not lend itself easily to foundation plantings; other factors also include existing and proposed utilities and drainage on site. The applicant does propose larger and generally more expensive types of planting for these areas, but would require a reduction of foundation plantings by 25%. 3. A reduction of fourteen (14) canopy trees and a reduction of fifteen (15) understory trees; based upon the calculations supplied by the landscape architect, fourteen (14) canopy trees and fifteen (15) understory trees for the entire site cannot be planted due to constraints of the site. There exists a large easement with a buried concrete pipe along the western property line that is controlled by IRC utilities that severely limits the number of trees that normally could be planted. The applicant has made a concerted effort by increasing the numbers of hedges and shrubbery based on the limitations of the useable area found for tree plantings, and must remove existing invasive pepper trees from the site; they are also proposing to keep the existing mature canopy trees on the western boundary line. With regard to the understory trees, the applicant has provided a greater amount of planting area (810 s.f. proposed vs. the 270 s.f. required) for the surrounding parking and landscape areas. Staff feels that adequate steps have been taken that satisfy the landscaping requirements based on the unique challenges and physical limitations that exist on site. For the waiver requests, the Commission may choose to accept the waiver requests as is, provide alternatives, or deny the requests based on the testimony of the applicant and staff findings. 22. Staff Conclusion: The site plan is consistent with the Comprehensive Plan, Riverfront Overlay District, and the Land Development Code. 23. Recommendation: Hold a public hearing regarding the proposed site improvements for the Giant Oil/ Mobil Gas Station. Staff recommends approval of the site plan modification subject to the following conditions: 1. The applicant shall have the proposed underdrain stormwater retention pond and its components inspected and reported annually, under supervision from a certified professional engineer experienced in this type of system. The consulting engineer shall certify that the system is operational to the city engineer, and submit the required City of Sebastian forms for review and approval on or before September 30t' of each year. The applicant must execute any remedial efforts or maintenance as required by the city engineer. 2. The existing and proposed signage shall be reviewed and approved under separate permits apart from the site plan review. The signs shall match the building architecture by way of color, shape, and height, and meet current land development code standards. 7 PREPARED 3. Approve the requests for landscape waivers, as allowed under Section 54- 4-21.6 for the reduction of the foundation plantings by a total of 25%,and a reduction in the required number of canopy and understory trees. . 4. Approve the request for an architectural waiver for the canopy fascia to exceed the height limitation from 12" to 20" provided that the proposed signage is to meet the requirements of the Riverfront Overlay district. ring I -'?q- 1 DATE 1 Date: December 29, 2020 City of Sebastian Community Development Department 1225 Main Street Sebastian, FL 32958 RE: Giant Oil (Mobil Gas Station) 617 US Highway 1, Sebastian, FL 32958 IEG No. 35-494.00 Waiver Request Dear Ms. Bosworth: HO]NITY iEKGAYBE 4G GROOM LLC This letter is our formal waiver request for the above -mentioned project. Listed below are the waivers we are requesting from the Riverfront Overlay Landscaping Requirements. Waiver requests: 1. Foundation Plantings - Sec. 54-4-21. A.7 (c )(2) Request: Reduction of Foundation Planting requirement by 25%. Per the land development regulations, the required foundation plant material is to cover 40% of the all building facades (excluding entrances) consisting of (1) canopy tree per 10 linear feet (LF), (1) understory tree per 20 LF and (3) shrubs per 10 square feet (SF). Based the calculations for the proposed single -story structure, this project is required to have the following: Required Proposed Canopy Trees 11 trees 9 trees Understory Trees 6 trees 5 trees Shrubs 303 shrubs 228 shrubs The request is to reduce the required landscape material by 25% to the totals outlined above, due to the limitation of space, size of proposed plant material, existing utilities and proposed drainage. 2. Landscape Strips -Sec. 54-4-21. A.7 (c )(1)e.1. Request: Reduction of eleven (11) canopy trees. Per the land development regulations, the required plant material for the landscape strip is to be designed at (5) canopy trees per 100 LF. The buffer lengths are calculated as follows: North: 133.5 LF — 44.9 LF (driveway) = 89 LF West: 310 LF 1208 E. Kennedy Blvd., Suite 230, Tampa, FL 33602 T: (813) 434-4770 F: (813) 445-4211 Paqe 1 of 3 Based on the calculations for the individual landscape buffers, this project is required to have the following: Required Proposed Canopy Trees North: (89 /100) x 5 = 5 trees 4 trees West: (310/100) x 5 = 15 trees 5 trees North Buffer: The request is to reduce the required canopy trees due to the limitations of space, driveway widths, existing utility easement, and viewshed to the existing sign. West Buffer: The request is to reduce the required canopy trees due to the existing 20' utility easement, as well as the existing 20" force main located approximately 5' off of the property line. The existing and proposed plant material in the west buffer falls entirely within the 20' utility easement, in close proximity to the force main. Indian River County Utilities is concerned with any material within the easement, and has requested that the two existing oak trees be removed. At this time, the City of Sebastian has suggested the proposed solution to retain them, and stated that this issue with be discussed with IRC accordingly. 3. Landscape Strips -Sec. 54-4-21. A.7 (c )(1)e.2. Request: Reduction of (15) understory trees. Per the land development regulations, the required plant material for the landscape strip is to be designed at (6) understory trees per 100 LF. The buffer lengths are calculated as follows: North: 133.5 LF — 44.9 LF (driveway) = 89 LF East: 310.9 LF — 38.6 LF (driveway) = 271 LF South: 134 LF Based on the calculations for the individual landscape buffers, this project is required to have the following: Required Proposed Understory Trees North: (89 /100) x 6 = 6 trees 3 trees East: (271 /100) x 6 = 17 trees 9 trees South: (134 /100) x 6 = 8 trees 4 trees The request is to reduce the required understory trees due to the limitations of space, driveway width, existing utility easement, viewshed to the existing sign, and overhead powerlines/utilities. 1208 E. Kennedy Blvd., Suite 230, Tampa, FL 33602 T: (813) 434-4770 F: (813) 445-4211 Paae 2 of 3 The applicant believes the proposed design and material quantities adhere to the intent of the overlay to beautify and screen the proposed property, structure, and parking lot. Should you have any questions or require any additional information, please contact us at (813) 380- 6930. Sincerely, Chris Haines Permitting Manager 1208 E. Kennedy Blvd., Suite 230, Tampa, FL 33602 T: (813) 434-4770 F: (813) 445-4211 Pacie 3 of 3 December 29, 2020 Robert Loring City of Sebastian 1225 Main Street, Sebastian, FL 32958 Online Review RE: Giant Oil - Sebastian 617 US Highway 1, Sebastian, FL 32958 IEG No. 35-494.00 Application 35-494.0 Mr. Loring: INFINiZYENGiQ,iEEIMG GRMM LXC This letter is to request a waiver for this project. From the Riverfront Overlay District, Article XXI, Sec.54-4- 21.A.5(b)(3) Canopy fascia height (10 to 20 feet — 12 inches). A "MOBIL" ID sign incorporated into the fascia on the two road sides will be V-8" high with text to be V-6" overall height. The signs will not be internally lighted nor will any light fixtures be attached to the signs or canopy. The owner proposes to use external pole mounted light fixtures to be focused on the signs in a manner that motorists on adjacent roads will not be affected. Should you have any questions or require any additional information, please do not hesitate to contact us at (813) 380-6930. Sincerely, Chris Haines Permitting Manager 1208 E. Kennedy Blvd., Suite 230, Tampa, FL 33602 T: (813) 434-4770 F: (813) 445-4211 FLORIDA DEPARTMENT OF Ron DeSantis Governor Environmental Protection Jeanette Nunez Bob Martinez Center Lt. Governor 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Noah Valenstein Secretary SELF -CERTIFICATION FOR A STORMWATER MANAGEMENT SYSTEM IN UPLANDS SERVING LESS THAN 10 ACRES OF TOTAL PROJECT AREA AND LESS THAN 2 ACRES OF IMPERVIOUS SURFACES Owner(s)/Permittee(s): File No: File Name: Site Address: County: Latitude: Longitude: Total Project Area: Giant Oil, Inc. 0396145001EG GIANT OIL SITE REDEVELOPMENT 617 US Highway 1 Sebastian FL - 32958 4741 Indian River 270 48' 29.8465" -800 27' 59.1517" 0.95 Total Impervious Surface Area: 0.58 Approximate Date of Commencement 02/01/2021 of Construction: Registered Florida Professional: License No.: Company: Date: December 22, 2020 Nisit Sapparkhao 64085 Infinity Engineering Group, LLC RECEIVED JAN 18 2021 City of Sebastian Community Development Dept. Dale Reaume certified through the Department's Enterprise Self -Service Application portal that the project described above was designed by the above -named Florida registered professional to meet the following requirements: (a)The total project area involves less than 10 acres and less than 2 acres of impervious surface; (b)Activities will not impact wetlands or other surface waters; (c)Activities are not conducted in, on, or over wetlands or other surface waters; (d)Drainage facilities will not include pipes having diameters greater than 24 inches, or the hydraulic equivalent, and will not use pumps in any manner; (e)The project is not part of a larger common plan, development, or sale; and (f)The project does not: l.Cause adverse water quantity or flooding impacts to receiving water and adjacent lands; 2.Cause adverse impacts to existing surface water storage and conveyance capabilities; 3.Cause a violation of state water quality standards; or. 4.Cause an adverse impact to the maintenance of surface or ground water levels or surface water flows established pursuant to s. 373.042 or a work of the district established pursuant to s. 373.086, F.S. This certification was submitted before initiation of construction of the above project. The system is designed, and will be operated and maintained in accordance with applicable rules adopted pursuant to part IV of chapter 373, F.S. There is a rebuttable presumption that the discharge from such system will comply with state water quality standards.Therefore, construction, alteration, and maintenance of the stormwater management system serving this project is authorized in accordance with s.403.814(12), F.S. In accordance with s. 373.416(2), F.S., if ownership of the property or the stormwater management system is sold or transferred to another party, continued operation of the system is authorized only if notice is provided to the Department within 30 days of the sale or transfer.This notice can be submitted to: FDEP Southeast District 3301 Gun Club Road, MSC 7210-1 West Palm Beach, FL33406 This certification was submitted along with the following electronic documents: File Description drainage report civil plans If you have submitted this certification as a Florida Registered Professional, you may wish to sign and seal this certification, and return a copy to the Department, in accordance with your professional practice act requirements under Florida Statutes. f I, Nisit Sapparkhao, License No. 64085, do hereby certify that the above information is to and accurate, based upon my knowledge, information and belief. In the space below, affix Fgni� iure date, seal, company name, address and certificate of authorization (if applicable). * %, ggpp,�R °°e • No 6 • • r JAN f 2021 �J3 :. ST fE OF - 4U -74 This sealed certification may be submitted to the Department, eie i�Nl�y 116*a achment in Adobe PDF or other secure, digital format) at SED_Permitting@dew . , ox as14,hardcopy, at the postal address below: FDEP Southeast District 3301 Gun Club Road, MSC 7210-1 West Palm Beach, FL33406 e tiiY L� Peftit Applicalion No. ~_ City of Sebastian I'ME OF Fiucm ist.ANo Development Order Application Applicant (lf not owner, written authorization (notarized) from owner is required) Name: Infinity Engineering Group, LLC A4dre$S: 1208 E. Kennedy Blvd, Ste 230, Tampa. FL 33502 Prone Number: 813 380 _ - 593D _ ( ? FAX Number: E-Mail: Permitting@IEGroup.net--- c Owner (If difflerent from. applicant) Name: GIANT OIL INC ` I Address: 1806 N FRANKLIN ST TANIPA, FL 33602 Phone Number: (813 ) 740 - 0422 FAX Number: ( ► _ i E-Mail: Permitting@IEGroup.net j Tine of permit or action requested: Site Plan Approval 1 PLEASE COMPLETE ONLY THOSE SECTIONS ' "MICH ARE NECESSARY FOR THE pERUrr OR ACTION THAT YOU ARE REQUESTING. COPIES OF ALL MAPS. SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND 8-1/2" BY I V copin OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLENIE rA(_ INFORMAT1ON FORM, A- Project Name (N applicable): Giant Oil -Sebastian r — S. Site Information _ Address: 617 US Highway 1, Sebastian, FL 32958 1 Lot 1-5 SIOCk; 6&8 Unit: Subdivision: EDGEWATER PARK SUB Indian River County Parcel #: 2020-0-31182 I Zoning Classification: CR-Rlvm*mrtPeRama o—layotsi t Future Land Use. Commercial Existing Use: Gas station/ Convenience Store Prop05ed Ilse' Gas station/ Convenience Store i C. Detailed descriplu ; of proposed activity and purpose of the requested permit or action (attach -- extra sheets if necessary!: Raze and rebuild of existing gas station. OATS RECEIVED: „$lip' FEE PAID'$12CRECEIVED BY- RECEIVED AUG 18 2020 City of Sebastian Community Development Dept. D. Projsc# Personnel: _ Agent: Chris Haines - Infinity Engineering Group, LLC Name: Chris Haines AddreS51208 E. Kennedy Blvd, Ste 230, Tampa, FL 33602 ' Phone Number: -(813 ) 380 - 6930 1 E-Mail: Pennittinli iegroup.net Attorney:_ Name: Address Permit Appilcation No. FAX Number. ( } - Phone Number: ( } - FAX Number: j } E-Mail: � F�1c�ilne4;r. — Name: NlsIt Sapparkhao - Infinity Engineering Group, LLC AddrOSS 1208 E. Kennedy Blvd, Ste 230, Tampa, FL 33602 ~ Phone Number: (813 ) 434 - 4770 FAX Number: ( ) ail: Permitting@legrrup.net Surveyor: Name: Address Phone Number: ( ) - FAX Number. { ) f�-Mail: 1, Ali Basem , 13EING FIRST DULY SWORN, DEPOSE AND SAY THAT: E I AM THE GAINER_ I AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ---,§CURATE AND TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF IGNATUR? �— DATE SWORN TO AND SUBSCRIBED BEFORE ME BY WHO IS PERSONALLY KNOWN TOME OR PRODUCED AS IDENTIFICATION, THIS . DAY OF NOTARY'S SIGNATURE PRINTED NAME OF NOTARY COMMISSION NoJEXPIRATION SEAL: l�,i DARLENE L. CALDWELL`- MY COMMISSION # GQI 1 O i52 r EXPIRES: Septw9w26, Z021 Bolded rm Notary PatW10 Unde"Im Permit Appbcation No. The following Is required for all comprehensive plan amendments, zoning amendments (Including rezoningh site plans, conditional use permits, special use permits, variances, eXceptions, and appeals. IIWE, x THE OWNER(S) / i THE LEGAL REPRESENTATIVE OF THE OVVNER(S) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE BOARUICOMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN CONNECTION WITH MY/OUR PENDING APPLICATION. IIWE HEREBY WAIVE ANY OBJECTION OR DEFENSE U1NE MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY/OUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING. THIS WAIVER AND CONSENT IS BEING SIGNED BY MFJUS VOLUNTARILY AND NOT AS A RI=$ULT OF ANY COERCION APPLIEL, OR PROMISES MADE, BY ANY EMPLOYEE, AGENT, CONTWTOR OR OFFICIAL OF THE CITY OF SEBASTWN. SIeNATURE DATE Sworn to and subscribed before me by 4 `�. who is personally known to me or prod ad as Identiffeation, this day of AV c., f �.1-- , 20,3LJ Notary's Signature - t1 �'r, €.Q:ti..�t �11 03, Printed Name of Notary Commission No./Expiration Seal. DARLENE L. CA WELL :*_ MY COMMISSION # GG ION52 •'• �o;= EXPIRES: SepWnber25,2o21 .J;►' �,$+'i Bonded ihru NOWY Public Undw A m APPLICATION FEES ARE ESTABLISHED BY RESOLUTION OF CITY COUNCIL. ADDITIONAL FEES FOR THE CITY'S CONSULTING ENGINEER REVIEW (WHEN REQUIRED) WILL BE THE RESPONSIBILITY OP THE APPLICANT A.00*-?GN EDGIIIENT DATE �X al, �& k' k "' X � t- 3 36a2-- Date: RE: Permitting Coordination Site Engineering, Planning and Zoning, Building, FDOT and WMD Submittals 617 US Highway 1, Sebastian, FL 32958 To Whom It May Concern: RECEIVED d195 - AUG 18 2020 City of Sebastian Community Development Dept INSERT LETTERHEAD This letter serves as confirmation that Chris Haines and Rudv Run-.e (Name of Aeent(sl) of Infinit, Enj ineerinR Group. LLC (Name of Organization) are authorized to act as agent on behalf of Basem Ali (Name of authorized person I of Giant Oil. Inc. (Name of organization) for the purpose of making application submittals for permits, negotiating conditions for the above referenced project, and for making payments for the project. Respectfully, Print Name: Basem Ali Title:Y --� G. ka'% �.t YO e (STATE OF (COUNTYOF The forgoiqg instrument was acknowledged before me this\ L day of '&V tK. 1-ti 2018 by, k! .4 IPerson Sienine above the S �-[Is_ (Title) for (Oreanizationl, who is personally known tome or_ who has produced_ as identification and who did (did not) take an oath. 634 WaU, Signature of Notary (Notary Seal) l Print Notary Name sod. *e•�)ARLENE L. CALDWELL. .� M1!CoMu18310N # GG 108BIIg Notary Public —State of *' �r� EKPiRE6: Septeftw 2ls, 2021 Commission No. Bonded lira NotM PuWL- Ued®n I@.,§ .. My Commission Expires: SITE DATA SITE ADDRESS: 617 US HIGHWAY 1 SEBASTIAN, FLORIDA 32958 PARCEL NUMBER: 31-39-06-00020-0060A0001.0 EXISTINGZONING: CR- COMMERCIAL RIVERFRONT OVERLAY: RIVERFRONT EXISTING USE: CONVENIENCE STORE WI FUEL SALES PROPOSED USE USE: CONVENIENCE STORE W4 FUEL SALES SITEAREA 41.407 SF BUILDING AREA 4.067 SF RETAIL =3,052 SF STORAGE =935 SF OFFICE =80SF USABLE PUBLIC SPACE Z378 SF PARKING REQUIREMENTS PARKING REQUIRED: 1 SPACE PER 150 SF (clmlomer acmeitle areas oNy) 2,378 SF/150 SF =16 SPACES TOTAL PARKING PROVIDED: STANDARD PARKING = 17 SPACES HANDICAP PARKING = 1 SPACE TOTAL PARKING =1BSPACES PARKING: MAXIMUM 15 SPACES IN AN UNINTERRUPTED ROW BUILDING REQUIREMENTS REQUIRED PROVIDED FROM SETBACK (US HIGHWAY I) =0' -18.1' SECONDARY FRONT SETBACK (SEBASTIAN BLVD) = V =196' SIDE SETBACK (WEST) =5' =25.4' REAR SETBACK (SOUTH) =10' = 69.4' BUILDING HEIGHT -25' =25 ALLOWED PROVIDED BUILDING COVERAGE: = 12.422 SF(30aA MAX.) = 9,384 SF(22.7•A) IMPERVIOUS COVER:=33.126 SF(80%MAX.)=25.407 SF(61.4%) OPEN SPACE:=8,281SF (20%MIN.)=18,OD0 SF (38.6%) LANDSCAPE BUFFERS REQUIRED PROVIDED LANDSCAPE BUFFER-(SEBASTIAN BLVD.) =10' =10 LANDSCAPE BUFFER (US HIGHWAY I) LANDSCAPE BUFFER - (WEST) =10' = IV LANDSCAPE BUFFER - (SOUTH) = IV = IV FOUNDATION LANDSCAPE: 10' WIDTH REQUIRED FOR BUILDINGS 12'- 26 HEIGHT FLOOD ZONE: FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP NO. 12061COI 12H LEGAL DESORLPTION LOTS 1 TO 5 INCLUSIVE, BLOCK 6, EDGEWATER PARK, ACCORDING TO THE PLAT FILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, IN PLAT BOOK 5, PAGE 25, AND ACCORDING TO REPLAT IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF INOM RIVER COUNTY, FLORIDA, IN PLAT BOOK 1, PAGE 23: TOGETHER WITH THAT CERTAIN PIECE OF LAND WHICH WAS FORMERLY KNOWN AS HARRISON STREET LYING WEST OF THE BOUNDARY LINE OF CENTRAL AVENUE AS SHOWN ON PLAT OF EDGEWATER PARK RECORDED IN PLAT BOOK 1, PAGE 23. PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, HAVING BEEN VACATED BY CHAPTER 4S7 ORDINANCES OF THE CITY OF SEBASTIAN, FLORIDA, RECORDED FEBRUARY 19, 1954 IN DEED BOOK 86. PAGE 105, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; SAID STREET RIGHT-OF-WAY BEING MORE SPECIFICALLY DESCRIBED AS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 5, BLOCK 6, EDGEWATER PARK, AND RUN SOUTHEASTERLY A DISTANCE OF 80 FEET TO THE NORTHEAST CORNER OF LOT 1, BLOCK 8, EDGEWATER PARK; THENCE RUN SOUTHWESTERLY ALONG THE NORTHERLY BOUNDARY OF LOT 1, BLOCK 8, A DISTANCE OF 145 FEET TO THE NORTHWEST CORNER OF SAID LOT 1: THENCE RUN NORTHWESTERLY A DISTANCE OF OF 80 FEET TO THE SOUTHWEST CORNER OF SAID LOT S. BLACK 6, EDGEWATER PARK; THENCE RUN NORTHEASTERLY ALONG THE SOUTHERLY BOUNDARY LINE OF SAID LOT 5, BLOCK 6, A (STANCE OF 145 FEET TO A POINT OF BEGINNING, ALL ACCORDING TO THE PLAT OF EDGEWATER PARK, RECORDED IN PLAT BOOK 1. PAGE 23, PUSUC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. LESS AND EXCEPT THEREFROM THE RIGHT-OF-WAY FOR STATE ROAD NO. 5, A WA U.S. HIGHWAY 01; AND, FURTHER LESS AND EXCEPT THEREFROM THAT PORTION THEREOF CONVEYED TO INDIAN RIVER COUNTY FOR PUBLIC ROAD RIGHT-OF-WAY, AS DESCRIBED IN THAT QUIT -CLAIM DEED RECORDED IN OFFICIAL RECORDS BOOK 776, PAGES 2813 AND 2814, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA SAID LANDS SITUATE, LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA JURISDICTIONAL PERMITS CITY OF SEBASTIAN: NO PERMIT NUMBER ASSIGNED 1. FOOT ACCESS: 202D.A490.WD44 2. FDOT DRAINAGE: 2020-D-490-00022 3. FDOH SEPTIC ABANDONMENT: CI20-OM 4. FDOH WELL ABANDONMENT: (TO BE COMPLETED BY CONTRACTOR) S. FDOH GREASE TRAP INTERCEPTOR PERMIT 6. FDEP MONITORING WELL PERMIT: (TO BE COMPLETED BY SPECIALTY CONTRACTOR) 7. FDEP NPDES PERMIT. (TO BE COMPLETED BY CONTRACTOR) S. CLEARING PERMIT: S. SJRWMD PERMIT: CIFOEV IAN RIVER COUNTY UTILITY CONSTRUCTION PERMIT! A EWATTERP 12, NOI PERMIT: SUBMITTED BY CONTRACTOR SITE PLAN FOR: GIANT OIL, INC. PETROLEUM JOBBER FOR THE FUTURE ("IANT OIL #212 VICINITY M.A d� g OLE �BT.Ha1 617 US HIGHWAY 1 SEBASTIAN, FLORIDA 32958 PARCEL ID: 3139(600020006 00001.E SECTION 06TOWNSHIP 31 SOUTH RANGE 39 EAST o��` o� S��'4 °J :sa°° INDIAN RIVER COUNTY, FLORIDA •. O �,� No 6 5 • . OF �: :� ,�• A,Ty 01 P v✓�: ���°ASS p R � Q •���_�` JAN 14 2021 ® FDEP j F•r rldnlryCP•e OaJJv 41 Know wha!•s below. Call before you dig. INFINITY ENGINEERING GROUP, LLC 1208 P el Knu,edy Boolward Suite 230 Tampa, Florida 336G2 IP4813.434.4770 I9:813.445.4211 wJ•gr=up.net FL Cm. •TAuW. No. 27889 IEG JOB NO. 35-494.00 TAMEMALLAT/OROffG I I nlKffizz (l l [21 I J TAN-631ATERIAL__, [ J tlULT!-CBAMBEEEO [ 7' ] (K J I 1 LE011010: I I TRAFFIC lab I Y) I N) I 111:139m1Y] IN] M"C0A4T LMNAPPROVED (IMPFLTDa) I I OUTLET TEE TITE AS .. [ J FOODSERVICE [ ]CARWASH [ ] OIL/WATER SEPARATOR 1 ] OTHER ENGINEER DESIGNED: I JY aE 1 IN DAM PROJECT TEAM PROPERTY OWNERIDEVELOPER: GIANT OIL, INC. 18D6 N FRANKLIN ST TAMPA. FL 33602 PH: (813) 313-0214 CONTACT: JOE PETERSON J.PETERSONQGIANTOILCOM SURVEYORS: COMPASS SURVEYING 6250 NORTH MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PH: IBM) 226-4807 CONTACT: MICHELLE GAVIN GEOTECHNICAL: UNIVERSAL ENGINEERING SCIENCES 820 BREVARD AVENUE ROCKLEDGE, FLORIDA 32955 PH: 1321)638-0808 CONTACT: BRAD FAUCETT, M.S. P.E. BFAUCETTQUNIVERSALENGIEERING.COM CIVIL ENGINEER: INFINITY ENGINEERING GROUP, LLC 1208 EAST KENNEDY BOULEVARD SUITE 23D TAMPA, FLORIDA 33602 PH: (813) 434-4770 CONTACT: NISIT SAPPARKHAO NISITQIEGROURNET GENERAL SCOPE OF PROJECT DEMOLISH EXISTING CONDITIONS PROPOSED CONDITIONS • 967 SF SF•A CONVENIENCE STORE • 4,048+A CONVENIENCE STORE 4 FUEL DISPENSERS; 8 FUEL POSITIONS • 6 FUEL DISPENSERS; 12 FUEL POSITIONS • 1 DRIVEWAY TO BE RE -CONSTRUCTED Q SEBASTIAN BOULEVARD • 1 DRIVEWAY TO BE RE -CONSTRUCTED Q SEBASTIAN BOULEVARD • 1 DRIVEWAY TO BE REMOVED ON US HIGHWAY 1 • 1 DRIVEWAY TO BE RE -CONSTRUCTED Q US HIGHWAY 1 • 1 DRIVEWAY TO BE RECONSTRUCTED ON US HIGHWAY 1 NEW PARKING LOT, FUEL EQUIPMENT, LANDSCAPE & ON -SITE • COMPLETELY DEMOLISHIREMOVE UTIUTIES/STORM FACILITIES PARKING LOT, FUEL EQUIPMENT, LANDSCAPE, AND ON -SITE URUTIESISTORM FACILITIES. DRAWING INDEX SHEET NO. I SHEET TITLE - I COVER SHEET C00.01 CIVtL SPECIFICATIONS Cal-W I DEMOLITION PLAN CO2.01 ' SITE PLAN CO3.01 ! GRADING PLAN CO3.02 ` STORM PIPING PLAN C04.01 P UTILITY PLAN C05.04 DETAILS C05.02 DETAILS CD503 DETAILS I DETAILS C05.04 C05.05 I DETAILS ® C05.06 I DETAILS ® C05.07 I DETAILS C05.08 I DETAILS COSCl9 ! DETAILS C05.10 I DETAILS C05.11 DETAILS COB-01 I EROSION CONTROL PLAN - PHASE I C06.02 I EROSION CONTROL PLAN -PHASE II C0503 I EROSION& SEDIMENT CONTROL DETAILS =04 I SWPPP GENERAL REQUIREMENTS CD7.01 I CROSS SECTIONS C07.02 I CROSS SECTIONS LP.01.01 I LANDSCAPE PLAN LP.02.01 I TREE REPLACEMENT PLAN LP.03.01 I LANDSCAPE DETAILS IR.01.01 I IRRIGATION PLAN PH.01 I PHOTOMETRIC PLAN PH.02 I EXTERIOR LIGHTING SPECIFICATION SHEETS PH.03 I EXTERIOR LIGHTING SPECIFICATION SHEETS SA01.01 I SITE ACCESS PLAN SLa A01.02 I SITE ACCESS PLAN TE-1.0 I TRASH ENCLOSURE PLANS AND DETAILS 1 OF LAND BOUNDARY TOPOGRAPHY SURVEY 1 SEBASTIAN BOULEVARD (FIELD) I II FELLSMERROADE ROAD (DEED) 1 I COUNTY 512 (DEED) ® QEEBASTWw RVARIES (IMPROVED) IW BOIAEYNp I — --A 427• 3FM PIED .513 1JI1SLL ® DRIVEWAY 27 r- ' 29 8V 5 17 15 •• 5 .. -. 21; . f 19 ®' tt,�t t cn — -- - LLTIMATE PoSGHT-OF-WAIYINES 4 ,7 '2 pftzs 14 InaPERnuNE ® NO 1°18'58"E -ta LANp9GPE 611FFEiR�::.�.... 30- tolwrnsruEBUFFER I ::::•:::. r 4� I I 11 7 U L� SBuI NG SETBApf F 21 IV t� 4 30 I I!!:':':a :- •. • i ....r:Yl . (tt)SiANDNiD I � W -•••:�':. •' /'- SNIS SPACES 10 o 17 Y ... ., •�•� . I O a � : .�.� .ice .:.I 9 OI:_:!:11: 11'1':I ••M1'r'�• ® to 35 I t� 1B ¢ WCONCRETE 20 24 Q) N�'•.4:: �.: ,.':'I 7 12 y5' 12 a i;/I I i Z. Ia UND36TPE t .7 BUFFER • n28 18 7 $S, _ Y 1 q • 29 ' • 2s 2s — .._. .;'!'s{i�).:r�:. =" �.:ri jam•..,... ;' ID S &AIDING SElBACIC 28 '_:f.. :'; I • 28iT -•.._ 1 L.tif?- b ' 6 ` `a c LUS HEGM4'AY.1 f y'yy NEW BUILDING '� I I ��• GFA=4,087 SF I 77 a- tr.,..e.n,.rAl°,_e„u :v.I•'ii:!`�:. FFE=9.35' I 17 OLT 14 to rl'� 31 I gy� :.: 8.5 _ I® 8.0 24 k;•;I: I• (3�4�j�T °6.0 •�•I•?.! ® °ry , I TA .': tOlMD8GPE RIPPER ...... DRYSTORMWATERN I '" PO 1 ® ND 9 �s {::44 ..,�.. �4 .... . l� � �°• f' EXI$$lTING AHD fW TE I W � PoliNf-0E-NWI�FE; 7.0 t.:�:- I`Zrr�'22'18"W 133.54' (M)• — I I 1a BuIDING SfTBACI( 4IANaltJlYt - t I I BLOCKSSCAM f I PLAN VIEW I As NOTED KEYED NOTES LEGEND ONEW BUILDING (SEE ARCHITECTURAL DRAWINGS) — PROPERTY LINE e% O NEWTRASH ENCLOSURE (SEE ARCHITECTURAL DRAWING) EXISTING CONCRETE TO REMAIN 110 3O NEWS' CONCRETE PAVEMENT. SEE DETAILS, SHEET C05.01. EXISTING TO REMAIN REFERENCE NORTH 0' 1. 40 4O NEWASPHALT PAVEMENT. SEE DETAILS, SHEET ODS.01. :4�)'�M•'�%;� PROPOSED CONCRETE LESS THAN4" R F CURB RAMPAND DETECTABLE WARNINGS, FDOT INDEX 522 M SEE DETAILS, SCALE' 1" 20' ON&V SHFET W. 04 : PROPOSED CONCRETE W-8" ©NEW S' FIBER -MESH PUBLIC CONCRETE SIDEWALK INDIAN RIVER COUNTY DETAIL 7. SEE DETAILS, SHEET C05.01. I f NEW ASPHALT PAVEMENT ONEW TYPE D CURB, FOOT INDEX 520001. SEE DETAILS, SHEET C05.04. — — SETBACWBUFFER NEW TYPE FCURB FOOT INDE%5204)fH. SEE DETAILS, SHEET C05.09. - — — — — — — — - EASEMENT LINE O PROPOSED PAVEMENT O9 NEW FUEL CANOPY AND DISPENSER ISLANDS. (SEE ARCHITECTURAL DRAWINGS) PROPOSED CURB 10 NEW CR-O CURB RAW AND DETECTABLE WARNINGS, FOOT INDEX 522-007. � I EXISTING EASEMENT SEE DETAILS, SHEET C05.04. 11 NEW AREA LIGHT POLE. SEE ELECTRICAL SITE PLANS. 12 NEW64NCH'MITE'PARKINGIAISLESTRIPE (CONTINUOUS PAINT) SITE PLAN GENERAL NOTES 73 HANDICAP PARKING SPACES AND ACCESS AISLE. SEE DETAILS, SHEET CO5.0t. 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ee NEW SiNC1 W W- al LF LENGTH'DOUBLE YELLOW LANE STRIPE ARE TO FACE OF BUILDING. — D g „y; 14 (CONT:WJOUS PAINT 2. EXISTING IMPROVEMENTS SHOWN ARE TP14=N FROM BOUNDARY 8 ,5 NEW 24-INCH-WHITE- STOP BAR(CONTINUOUS PAINn TOPOGRAPHIC SURVEY. 3. BUILDING AND SIDEWALK DIMENSIONS ARE TO OUTSIDE EDGE OF WALL 18 5FOOT WIDE CROSSWALK 12-INCH -M[TV STRIPE 0 36' O.C. (CONTINUOUS PAINT) q ALL TIES TO THE PROPERTY LINE ARE BASED ON THE BOUNDARY A TOPOGRAPHIC SURVEY. ^' 17 NEW -WHITE -DIRECTIONAL ARROW (CONTINUOUS PAINT) a " 5. ALL CURB RADIUS ARE V UNLESS OTHERWISE NOTED ? ONEW 18 HANDICAP PARKING SIGN($) WITHIN PARKING SOLLARD. SEE DETAILS. SHEET C05.02. - 19 NEW3D'R1.1'STOP SIGN AND R35R'RIGHT TURN ONLY' SIGN (TYPICAL OF 2). SEE DETAILS, SHEETCO5.01. SITE AREAS ® NEW&INCH CONCRETE SLAB. (SEE DETAILS, SHEET C0502 n TANK DRAWINGS) AREAS SQUARE Fri ET ig ACRE4ACi PERCENT% J11\i' 21 NEW UNDERGROUND STORAGE TANK$.(SEE TANK DRAWINGS) 3iOSSSITE 41.407 Wj 0.95 100.00% ® EEDETAILS, SH E7 05 TRACTOR TO FIELD MEASURE PRIOR TO FABRICATION. B�U'R USE I--M 14,067 1 47.M 23 NEW ON -SITE ADA RAMP. SEE GRADING PLAN, SHEET CD3.01. 04 SIDE WALK/ PATIO 1,823 OM NET POND 0 Dow LNFIN�7'7j�ry�JJ� LING 3.9296 l;j((/L((' L . 0.00% 12115 But Krnn°dy BPukF•ard NEWSIORWYATER BTRUCTLIRE SEE STORM PIPING PLAN, SHEET CM-O2 TOTAL WERVIOUS 25 do n511 81% Suitu, 230 24 SEE DETAILS, SHEET =u3. C05.04, AND C05.05. TOTAL PERVIOUS OS.trn nxo.w. MOOD O3] 39% Tamp., FImida 33602 2 25 NEW UTurt STRut TuRE Ip]813.434.4770 I-: Bjn- .421I SEE UTIUTF RPNO PLAN SHEET CD4.01 AND DETAILS, SHEET C05GS. FYI PAVEMENT MARKING NOTE FL Cat. oFAuth No. 27889 N,. ® NEWS' PARKING BOLLARD (TYPICAL OF 14). SEE DETAILS, SHEET C06.02. r r O NEW DETECTABLE WARNING. SEE DETAILS, SHEET C05.01. PAVEMENT MARKINGS SHALL BE PAINTED PER FDOT, SECTION 971, PAVEMENT t cem' MARKING MATERIALS 28 SAWC MUSTBEA1MCONTROL5%OJF INNEW ERALL SLAB SHOWN. NEW CONTROL JOINT DEPTH MUST BE OF THE OVERALL SLAB DEPTH AND BE PERFORMED WITHIN 12 HR 5 (MINIMUM DEEM OF POUF.(TYPICAI). SEE DETAILS, SHEET C05.01. EXPANSION JOINTS (TVPICAyE . SEE DETAILS. SHET C05.01. AO OEXISTING MONUMENT ID SIGN TO REMAIN. SEE ARCHITECTURAL PLAN FOR NEW FINISH. •• \ a •%i ° �� 31 O S PIPING LAN.STRUCTURE CM02 BE MODIFIED. SEE STORM PIPING PLAN, SHEET C0302 SEE STORM yI� E. .! FL r RE 92 NEW 4' THICK CONCRETE SIDEWALK SEE DETAILS, SHEET G05.01, �t ' 33 PROPOSED GENERATOR PAD (SEE ARCHnECTURAL DRAWINGS). = � � `• � � r 44 ST E OF O PROPOSED IRRIGATON WELL. SEE IRRIGATION KM6. . 'm O 0 35 POWERAmuTY POLE TO REMAIN �i/ OU IUW POKE TO BF PEMOVEWELDCATED. GC SHALL VERIFY SERACEAND USE EXTENTS AND COORD&ATE WITH LI I MO,ADER. ',O `, • s IF ! O' �, �• -In � O EXISTING FIRE HYDRANT TO REMAIN. fill 1131 t 0 , gi O NEW BIKE RACK SEE DETAILS, SHEET C05AI. 39 CONSTRUCT SIDEWALK TAPER PER FOOT STANDARDS. DETAIL AREA #1 1" 5' z 28 0 N - 23 22 E O — KBOR19LbEet below. 35-094.00 snF.L Ili ( ri811 belem you ft � mu 09rze2O I ri02.01 AS NOTED SEBASTIAN BOULEVARD (FIELD) -, FELLSMERE ROAD (DEED COUNTY ROAD 572 (DEED) iGEeAMM - -! PoW VARIES (IMPROVED) & — _ — Y 3e '�� � ° • � r on i_ i f - ELEVA�TI�ON� 9.SP ,� PNOP.M UNE.i .. , _ - ( r----� L�J r . .I �. k ...' fa•r�4� ..�. .�.�; `;•ice € I• rl.' Aw �L O I i 3T.2 "1- I I ST-I M EASEMENT u.... n... K.t+..� '� 8T-„ ST•17 y ' LOT. BLOCK S za0^ Q 1 I L08 MOFAAAYH PLAN VIEW I" F AS NOTED STORM STRUCTURE/PIPING DATA LEGEND ST-1 ST-15 EL ELEVATION TYPE "C" CATCH BASIN 30 LF OF W PVC UNDERDRAIN WITH 45' FOOT INDEX NO.252 ELBOW TYP TYPICAL GRATE =8.20, (MAIN LINE TO ST•5) kr IE(E) =5.70' CO CLEANOUT REFERENCE ST-18 IE INVERT ELEVATION NOMH ST_2 CONSTRUCTCLEANOUT a 20' 40 75 LF OF IF RCP 0 0.2% SLOPE TOP TO BE SET AT GRADE. SE SUMP ELEVATION IE =5.30' ST-3 EXISTING ELEVATION SCALE: 1' = 20 TYPE "C" CATCH BASIN ST-17 Q DITCH BOTTOM INLET FDOT INDEX NO. 232 BUILDING DOWNSPOUT AND CLEANOUT GRATE = B.3a 4 LF OF P PVC Q 1%MIN. SLOPE f CURB INLET R IE (W) = 5.50' TOP TO BE SET AT TOP OF GRADE IE(S) =5.5a IE=5.35' FFE FINISH FLOOR ELEVATION E81 ST-4 ST-18 RCP REINFORCED CONCRETE PIPE 1 DO LF OF IF HDPE Q 0.2% SLOPE 40 LF OF 6" PVC 0 (12%MIN. SLOPE �-b STORM SEWER STRUCTURE NUMBER ST-5 ST-19 OUTFALL CONTROL STRUCTURE, TYPE "E' N LINE PIPE) DS BUILDING DOWN SPOUT CATCH BASIN, FDOT INDEX NO. 425. SEE IE 7 DETAIL, SHEET C05.03 ® 15' OR GREATER STORMWATER PIPE b GRATE = 7.50' ST-20 IE(N)(15"HOPE)=5.30' BUILDING DOWNSPOUT AND CLEANOUT 6" STORMWATER PIPE IE (S) (1S HDPE) = 5.30' IE (E)11 V HDPE) = 4.W (5 LF OF N PVC 01% MIN. SLOPE. DIRECTION OF PIPE FLOW IE(S)(6'PVC) =4.00' E TOP TOBE SETATTOP OF GRADE —29— EXISTING CONTOUR F STD —29— PROPOSED CONTOUR 35 LF OF IF HOPE 0 D.3% SLOPE ST-21 1MTH 45' ELBOW 10 LF OF 6" PVC 01.00%MIN. SLOPE 8 8 M TIE RED END SECTION EX-1 CONTROL BENCHMARKS "> PER FOOT INDEX NO. 42D-021 REPLACE EXISTING FDOT TYPE V TOP INLET AND MAINTAIN EXISTING BOTTOM BOX PER o: n SUMP IE =5.0a INDEX 425-021 ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY EXIST. TOP EL = 6.32' ST-8 PROP. TOP EL =6.95' BENCHMARK Q 632(PID-013894) HAVING A PUBLISHED ELEVATION OF 1771' `G W 41 LF OF 6' PVC LATERAL UNDERDRAIN EXIST. IE (W) =3.87' NORTH AMERICAN VERTICAL DATUM OF 1988. (TYPICAL OF 11) NOTE: ST-9 CONTRACTOR TO ESTABLISH CONTROL BENCHMARKS BEYOND LIMITS OF . + 10 LF OF 15" HOPE 0 0.13% SLOPE DEMOLITION PRIOR TO CONSTRUCTION. IE =4.W ST-10 C MAIN LINE PIPE) (TYPICAL OF 11) IE _ . a ® EROSION CONTROL MEASURE NOTE ST-11 100 LF OF 6' PVC UNDERDRAIN (MAIN LINE) REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AS NEEDED ST-12 AND MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO CLEA&!r UNE PIPE) INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN IE a ® ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AND INITIATION OF ST-13 CIVIL PENALTY PROCEDURES INF1ry{-I'y'y1y�rJSIEERING 50 LF OF 6' PVC UNDERDRAIN l,f(G(1(�LLL ST-14 1208 Ea Kennedy Be-I—d C TERAL) Suite 230 IE �oIA® PAVING AND GRADING GENERAL NOTES T..p4Ffaiida13602 Ip):813.434.4770 ) 813.445.4211 1. SEE GENERAL NOTES SHEET FOR EROSION AND SILTATION CONTROL ALONG ,rtgreup.nel 1MTH GENERAL NOTES. + FL Cm fA.,b. No. 27889 . 2. SEE SITE PLAN SHEET FOR SITE DATA ' CY,a Nash 3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK KEYED NOTES: (TBM) LOCATIONS. 4. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR LOCAL CONTRACTOR TO RMUNICIPALITY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION WITH • f� RE -GRADE EXISTING I DTCH TO MAINTAIN EXISTING DITCH BOTTOM L O1 REGARD TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS -OF -WAY. e ELEVATION. _ 5. ALL DISTURBED AREAS WITHIN RIGHTS -OF -WAY TO BE RETURNED TO MATCH � EXISTING CONDITION. �® 6. ALL CLEANOUT TOP ELEVATION SHALL MATCH FINISH GRADE ELEVATIONS. ® r* ` .E. a+ s r 7. CONTRACTOR SHALL INSTALL EROSION CONTROL SILT FENCE AROUND THE f FL R e$4085 r PERIMETER OF THE SITE AND MUST MAINTAIN THE SILT FENCE IN GOOD '� o REPAIR UNTIL ALL CONSTRUCTION IS COMPLETE AND THE AREA IS STABILI2c. w B. THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ANY CONSTRUCTION IF ANY PROBLEMS OR DISCREPANCIES EXIST. s ®13_ . STA E OF e L: ems. , 1r A% UNDERDRAIN MAINTANENCE NOTE THE UNDERDRAIN SYSTEM WILL BE MAINTAINED BY THE OWNER IN ACCORDANCE TO SJRWMD REQUIREMENT, THE MAINTENANCE SCHEDULE IS LOCATED IN DRAINAGE REPORT SECTION 4.0. wF gym" g hiROWE9)151$b�elow. P.O.W1sl.aal ` Call beime you dl9 0. 94.00 092920 CO3.02 AS NOTED SEBASTIAN BOULEVARD (FIELD) I � 1 FELLSMEROAD (DEED MUNI, ROARED 572 (DEE) �SELWSTLW RAN VARIES (IMPROVED) — - SIXAEYALo—�� WATERMNN&IN — WAIE F IIIiIII°IIIulI�,I ,• - — ue 1.• - - .� — ®i., PROPERTY LINE en 1 -L•�:i. .,.�.,.��_..,_N68°18'S8"E 133.5,..—.�,n��� ;;.: _ _ W I I �: I• v I ... � Il N EASEMENT uxu. rr. vAOE srm 11 Av I I 6.0 ■ jjj I - _ "I J i LOT, I I� 9LODK A �C �O I 1 f� \—rtU8 NWWAY 01 PLAN VIEW SCALE AS NOTED j UTILITY SYSTEM DATA WATER O SEE UTILITY SERVICE CONNECTION DETAIL, THIS SHEET. © 270 LF-7 POLY PIPE WATER SERVICE LATERAL. O PROPOSED IRRIGATION WELL REFER TO IRRIGATION PLAN, SHEET IR.01.01 FOR DETAILS. O HOSE BIB WITH BACK FLOW PREVENTER. 120 LF - 1' POLY PIPE WATER SERVICE LATERAL ® CONNECT TO 24NCH WATER SERVICE LATERAL SANITARY CONNECT TO EMSTTN82WNCM PORCE MAIN WL7H PROPOSED 4-INCH IAPPINYr si SLEEVE VALVE O NEW 4-INCH PRIVATE FORCEMAIN. UPSIZE FROM 34NCH AFTER GRINDER PUMP e3 NEW PRIVATE UFT STATION -INV. EL=4.9a. TOP EL=9.0a. -� 6-INCH SANITARY SEWER STUBOUT FROM BUILDING (BY PLUMBING OCONSTRUCT CONTRACTOR). REFER TO BUILDING PLUMBING PLAN FOR EXACT LOCATION. SEWER CLEANOUT. CLEANOUT TOP ELEVATION SHALL MATCH PROPOSED GRADE ELEVATION. INV. EL6.35' O 50 LF - 4° SDR26 0 3.7% SLOPE O CONSTRUCT SEWER CLEAN OUT-INV EL=4.501. e7 85 LF-4" SDR26 Q 1.0% SLOPE OCONSTRUCT SEWER CLEAN OUT-INV EL=5.10'. O 8LF-4" SDR26 Q 1.0% SLOPE 1® 750 GALLON GREASE TRAP WITH TWD-WAY CLEANOUT INLET INV. EL=5.D4' CLEANOUT LEANOUT OUTLET INV. EL = 4.95' 1® 10 LF-4"SDR26@1.0%MIN. SLOPE LEGEND TYP we I I GW E _ TEL UTILITY NOTES TYPICAL HANDICAP RADIUS RIGM-OF-WAY PROPOSED CONCRETE 6'OR LESS PROPOSED CONCRETE GREATER THAN e" NEW ASPHALT PAVEMENT PROPERTY LINE PROPOSED SANITARY SERVICE PROPOSED GREASE WASTE PROPOSED FORCE MAIN PROPOSED WATER PROPOSED ELECTRIC SERVICE PROPOSED GAS SERVICE PROPOSED TELEPHONE SERVICE EXISTING SANITARY PIPE EXISTING WATER PIPE EXISTING UNDERGROUND POWER EXISTING OVERHEAD WIRE EXISTING GAS LINE EXISTING TELEPHONE LINE EXISTING FORCEMAIN EXISTING FIRE HYDRANT el\� REFS EN E NORTH a 2O' 40' SCALE: V 20' ki 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND ADVISE THE ENGINEER OF RECORD OF ANY CONFLICTS IMMEDIATELY. 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER SERVICE WITH LOCAL MUNICIPALITIES UTILITIES DEPARTMENT. 3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH LOCAL MUNICIPALITIES UTILITIES DEPARTMENT. 7a 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE INFINI'+7�IJSx1iF LF WITH LOCAL ELECTRIC COMPANY. I,KOLFL L 5. CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE SERVICE (TO 1208 E. Ke dyy Bouln•ard PROPERTY LINE) AND COORDINATE INSTALLATION OF SERVICE WITH TELEPHONE Suite 230 OPERATIONS, Tampa, Florida 33602 6. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER IP1:813.434.4770 EXISTING UTILITIES. Ifw:813.445.4211 .Le —p- 7. SEE CIVIL SPECIFICATIONS AND REFERENCE DRAWING SHEETS FOR ADDITIONAL FL Cert. ofAulh. No. 27889 ' UTILITY NOTES. MM Nun e. ALL ON -SITE PVC WATER SERVICE AFTER METER SHALL BE SCHEDULE 80 OR PRESSURE RATED HOPE (POLY PIPE). 9. ALL CROSSINGS OF WATER AND SEWER LINES MUST MAINTAIN PROPER CLEARANCE (SEE CIVIL SPECIFICATIONS AND REFERENCE DRAWING SHEETS). ®Ee 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE �( CITYTTOWNS STANDARD CONSTRUCTION AND UTILITY REQUIREMENTS. 11. TREES SHALL NOT BE PLANTED WITHIN 10 FEET FROM THE WATER MAIN e♦♦tR 12. ALL CLEANOUT TOP ELEVATION SHALL MATCH FINISH GRADE ELEVATIONS.NN. i w . a � s ® SERVICE CONNECTION DETAIL' ' 44/® S7 E OF EXISTING 151NEN MP WATER MAMA 9G MIN CDVt31 - 2YIS STAINLESS DOUBLE STRAP SERVICE SADDLE A CITE VALVE Q� 1 oO�-V(•`E ti •� ®' ♦�, e W IDOMESFC) Y °T LWCIffLDIN PAEVF.NRR a (OOSESnC) PROPOSED 2'DOMESTIC SERVICE SEEPLANVIEW,THS6IEPT. -j z LL 0 a g g� 3 i KwwvAmt4llelm a°Iad No. r St—, � CA06eloreyaudi& � 9a.G0 04.D C01 y. er09NOTED AS NOT HANDICAP _ SIDNIMTHNSIDEWNX AT -GRADE �a_ f) _Z o I 6 BLUESTRWNG -N 4• WIDE VAIN -\\ C WHITE STRIPING �. HANDICAP SYMBOL -CHEVR OM! SPACED 12 9 B NOTE DIMENSIONS ARE MEASURED FROM THE CENTER OF WHITE STRIPES HANDICAP PARKING STRIPING I" ' 1 NTS ,�;�.PD•Nm.Re.Y.. Y a f M3•fG m .. ['fit^' :. ;.. •. .,r r•://�:. ••� •:.�CDNCREIE CONCRETE C4.000 PS FlBERMESH REINFORCED CONCRETE SI RADE CINCH COMPACTED SUS -GRAM TO BS% MIN. PER ASTM D1557 INTEGRAL CURB SIDEWALK I SCALENTS I 5 S• IrrR 4,DOO PSI AIR ENTRAINED CONC. 1R• R CURBREINIF WA M BARS TOP AND BOTTOM 0TY CONIRACTOEO 1° rPAVEMENT 4 t •P..A f SURFACE 4 T '. 14. S,• sLBBASE(BY CONTACTOR) NOTE: TRANSVERSE JOINTS SHALL BE IM FULL DEPTH ASPHALTIMPREGNATED Ffl A EXP. JOINT RECESSFD v4 IN FROM THE FROM FACE AND TOP OF THE CURB @ 27-M N OCM•HJ. CAST IN PLACE REPLACEABLE TACTILE WARNMJG SURFACE TILES TRIAJCATED DOME DETECTABLE WARNNG SYSTEM BY ADA SOLUTIONS. INC. IAWTILE.GOR OR APPROVED EOUM_ GC TO INSTALL PER MANUFACTURER SPECIFICATION COLOR: YELLOW ,. NEWCGNCRETESIDEMI.K 2 DETECTABLE WARNING I M E 1 2 \-EXP. JOINT FILLERSEALRTEFIBRE EXPANSION JOINT I SCALE ' 6 NTS NETN SURFACE LIMITS OF REMOVAL G NEW BASE EDGE OF MST PAVEMENT Z NEWASPWLLTP)))AVENENT SAWCUT ASPHALT NLL TO A TH CKNESS OF HNAL UFT. A Y PRIME OR TACK IMTEMA AS NECESSARY 6" VERTICAL CURB I N SALE I 9 EXISTING ASPHALT PAVEMENT CONNECTION I NSTS CA E I 10 TIE R®BON RACR APPROVE EOU82fi ILL L /\ // !CSIDEWALKE OO AMCHIRMaNNT I h RIBBON BICYCLE RACK I SCALE 3 EUSTORECJOINTFlLLER 71i' RI TOOLFDTOIICRAOIMS 112 OR 1N4 BLAB DEPTH FILLWIT�H S7�FALm I SAWCUT CONTROL JOINT I SCASALE ' 7 .. Y•�: • M - •:� - \\\\\\\\\\\\\\� SIEORAOE CONCRETE VAWES(8•-r)THGDE884.00DP5I (MTHST REBAR @ IC O.CE.W. IS MIN TOP OF REBM TO TOP OF SLAB) SUB -GRADE 124NCH COMPACTED SU6GRAOE LER 40 COMPACTED TO SS%AASMTO T-180 CONCRETE SLAB � I 11 TRAN6ITON II III II EDGE MPAVEMENT-0'r PLAN 3' TOP a: CURB • 1RMIST110N GOITER J PROFILE STRAIGHT END ® VERTICAL CURB TRANSITION DETAIL f NITS � 13 NDIKMAL p•P WffH4' WIDE SIDEWALK MAMMIN 50•P WITRS ORYAOFA SOEWAUC ••,EXPANSION JDIM •• BMA%• •• •• STRUCK JOINT 1fC FJWANSON BROOM BROOM- JOINTFLLJ. FINISH FINISH Yf0iP.11 . • • •. t � \ � • �' • A EXPANSION JOINT ' CONTROLJOINT .• • i�_i NOTES: � 6 1. SIDEWAII(EXPANSION JODRSTOSEATALLFE6TOCONC MOTHERTHWLORNEWAYS.M MUMSPAGNG SHALL BE SOFOOT. gg 2. E%PANSIONJDIMMATERVL SHNL RE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER. TO PULL S OEPTH OF CONCRETE. OR 3. ALL SIDEWALKS SIALLBE CONSTRUCTED OF4 INCHiHCK4•000 PSI PORTLAD CEMENT CONCRETE AND 611ALLBENSTALIEDOVER COMPACTED SIE-0RAOE SBR 40MN) 4. CONTROLJaMMUSTBEPERFOTp YVnNlN 12 HOURS OF CONCRETE PLACEMENT DO A DEPTHNO LESS z THAN IMNCH THE OVERALL CONCRETE DEPTH. 0 6 ON -SITE CONCRETE SIDEWALK ' 4NTS to 6 a 41 - - - ASPHALT SURFACE COURSE � 4 \ \\ \\'t\\\ \�\ COAT ASPHALT 14NCHFDOTSUERPAVESP0.55(FlRSTUYEM STRUCTV AL BASECOURSE 1.S4NCH FDOTSIWERPAVE SR1251SECOID LAYER) BASE NNCHKUMEROCKLBRIGOCOMPACTED TOS5%OFMSMOT-163 SL64RADE 124NGH COMPACTED SJB-GRADE USR 40 COLEACTEOTO SOS AASHTOT-ISO TNFIN�'('y }7Y'f'111VAUNG I'm F�.I Kennedy Bnukrard ® Suit, 230 RIGHT-OF-WAY ASPHALT PAVEMENT N ' 8 T.mp.,Florid.33602 gyp]: 813h3N.4770 11]: 811.&4211 _JeBR "P" 2� FL....fAu(h. No. 27889 M 1; NOTE Sl W PE5 TO BE IMGIE' PAINTED DIRECTIONAL LOT ARROW DETAIL ISCALE 5 w N7 NORMAL4ff 'WNH!WIDE SIDEWALK - MA%IMUM SO-0•WITH SORVADBR SIDENAU( .•••E%PMIMDNJdM A•SMAx s1RLIG(!OIM ¢� IW EX NAION BLOOM BROOM Z LL JDIMRLL PINW l\ FINISH ',): F ov1H •• .; C 1. ... .'.. 4 '_.{":t •.• •.. • _ NOTES: EXPANSION JOINT CONTROL JOINT 1. SmEWMKEI(PMISIONJDIMSMWATALLTIESTOCMCRETEOTNBRT/ANORNEWAYS. NMDIMMSPAarvG g sww. BE sDFooT. F 2. EXPANSION JaMHMTEPoALSI WASRALTRBERIMPREGNATEDMEFORM MIMRL .TOFUU E DEPTH MCONCRETE. i 3. ALL SIDE WALKS SHLN.LBE CONSTRUCTED OF 4 INCHTHCK4.SOOPSI PORTLANO CEMENT CONCRETE AND g SHALL BE INSTALLED OVER COMPACTED SL64PADE DER AD KNL .+ 4. CONTROL JOINT MUST BE PERFORMED WTHN 12 HICURS OF CONCRETE PLACEMENT DO A DEPTH NO LESS THAN UHNCHI THE OVERALL CONCRETE DEPTH. Aa1ad N.. r81w S. 4.000P61 S• MCK FlBERMESH CONCRETE 3&494.00 ® TYPICAL IRC ROW CONCRETE SIDEWALK = NTT C05.01 14 eaD AS NOTED .l 4O.D. PRIMED dTEELRPE BOLLARD. FILL PIPE WTM 31E0 PM CONCRETE. TYPICAL '(M METAL GREY" PAINT TO BE APPROVED BY WINE. bu b F%PANN W JOIM jT'RCAU FINISH GRADE 15'f%A 9,000 PSI . CONCRETE tsI%A. REGULAR PARKING TYPICAL BOLLARD I SCALE NTS GRIXlT ✓ PLAN TRAFFIC BEARING- CONGRISER TIFIICUD TWO.WAY STRUCTIREAND RINGSTO 7•THIX CLEANOUT TOP GRADE omm TEE N� TWO-WAY CLEANOUT WE A.b JFLM—' � . Z — h uouD 12 LEVEL b 1 6 yyy N BAFFLE I0 b� WAL,3WEL•S 7rowCRPE /LIFT EYES @ 1r EW W20TRUIX LOADNG /,SOD PSI CONCRETE @28 DAYS TYPE II CE/F.AfT SECTION 1. INTERIOR SHALL HAVE SRUMASTIC I TANG MALL SIDES. TOP AND BoT 2 F MTMDPIXREDlNp1ACENLTSSNALLHAVESLFnCIENTSTEEL REINFORONG TOWSURE STR.ICTIRALIMEGRIN FOR W20 LOADING. S. INETAN7OIRIET TO EE A MINIMUM HNCH DIAMETER 4. MINIMUM HYDRAULIC CAPACITY SHALL BE 75U GALLONS, S. GREASE TRAP&I MY VARY PER MANUFACTURER CONSULT OWNERS RERFORAPPROVEDEOUAL 6, INFLOWANU OUTFLOW UN:S SHALL UTIUZE CEMIOM WES. 7. GREASE TRAPS 6HALLBE WATERMD GASTdR ® 750 GAL. GREASE TRAP I'— 4 4 qr WI•lE REFIECTVE SYMiOL W REFLECTIVE BWE fAIXGRWN) b FANGNGBY SLUE OPADUE LEGEND AND BORDER ON REFLECiVE NMITE BACKGROUND M&UMD Fu,w wsr KNIOCAPSIGN b FroE FOOT INDEX NO. 17355 mmsm SIGN b YAN ACCE SSO.E THESE MGM AS REOURED FOR SPECIFIC SRE HEAVY DUTY GALVANIZED UCINN•EL SIGN POST ® NOTES: 1. METAL POST TO BE GALVANIZED. ALL w� BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2. 7HS' HOLES ON ('CENTERS. 3. CONCRETE FOR FOOTING SHALL BE `I PORTIAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 p.m. .� 4. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, FINISH GRADE MESSAGE AND BORDER APPLIED TO A Y/r//f�j THICKNESS. MINUM BACI(ING I.OBOIIN .r'•�1�T 7HICINESS. 1S DIA 3,000 PSI jllll I` S. MESSAGE LETTERING SHALL BE UPPER CONCRETE I'',�II CASE(WHITE)(SERIES B) 2-HIGH IN „IJW!I'•. 4 AOGORDANCEVMH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 1I1'11' THE SYMBOL IS COMPOSED OF TWO '.� ELEMENTS, AWHITEWHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON b A SQUARE BACKGROUND. INTERNATIONAL y---�- - BLUE IN COLOR (FED. STD. 595a. COLOR 1YOA. a1s16D). 7. SIGN POST SHALL BE MIN. 74r CLEAR FROM BACK OF CURB. HANDICAP PARKING SIGN 1 nSCALE � 2 Oa lJaF �3O'AW DONOT ENTER (6I) ISFJ: SITE PLAM p,Pm 30'iUPSTOP SIGN (Rt-11� L..ff����GGll1l ISEE SRE PlAl6 r HEAVY DUTY GALVANIZED F' UCHANEL SIGN POST NN 91B1F FINSHEDGRAOE • .1•M ' CONCRETE 1.1 • 1.1. . '1.1. b a1J., 1r ONLY I•R II2w I PNLY > E. NOTES: 1. METAL POSTTO BE GALVANIZED, ALL MOLTS, NUTS, WASHERS AND SCREWS MUSTSE RUSTPROOF. 2. CONCRETE FOR FOOnNi SHALL BE PORTl117D CELENTAfD WIVE A MN WMRESV VE STRENG- OF4AWPSI IN W GAY8. 3. CLEARFROMBACK( CURB. < ALLTRAFFIC SIGN INSTALLItnON SHALL BE PER FLIOT SPEOFlGTONS S. ALLTRAFFICSION POSTd WITNTE COUVTY RGHT-0-WAY SHALL SET SQUARE BREAKAWAY 14 GAIDEGALVANIZED STEEL WITH PUNtlm HOLES. 6. TETAPCOVI0CVS1P3 SYSTEMSIALLm DFLOYEDMHERE SIGN POSTS ARE INSTALLED IN PAVEDAREAS, MUTCD SIGN(S) � SrrL I 3 EQ. 141C TO M W SATIN ANODIZED - I ALUMMIN FlNSH /IAIIDRALL. MOUNTING rlll A -A !EIGHT: W TO WABOVE RAMP SURFACE _ ' E0. E0. f _ I va I1208 E,.tKrndyy B-kv.,d S0, 230 Tamps, Florida 33602 [p]: 8:3.43H.4770 [n: 83.445.4211 _Jeg—P.Ost FL Cm. of Auth. No. 27M r ' CA•nt N•nw � ® skill m `������ . ' G•E rd • 1 • eel HAp, 6 P.E. .1U109 s Eo. • — �:• :� " OF 44,41 Dow A 51}l • I.I..1•.•� 1 :al. .. .. HICULPOSTAITH� I-SO.VERTICALRNLd SH1ALLSE `_MADLBIM RA/PSLOPE =ATTAp1Y'TNIXNN%f NGN KUYMAM FLOOR FLANGE A COVER SPACED SUCH THAT THEY SHALL NOT ALLOW PASSAGE OF ( SPHERE. NOTTOE%CEEDIA2 IS.331L) PLAMTOTHESOTTOM HAFDRAILAS WHEELGUNiD PERAOA STAN HARD. EXTERIOR HANDRAIL STANDARDS I NITS C) 0 =a QQO �m w yp0 Z F g '4*la tNs. dMN 35 409.00 5 �oarzBrzD C05.02I AB NOTED JJ 11WJ L R v9 Cvfs[sK � Ipn all L{ MKNIp 7E c—Nap RIA,q IKtl/N � � fta/N/q latKlw PLATY PLAN r4 CJJ SK. 3-0' hRq SA• C4i m A, -/ s7 LI.I I�---�� W [Ji MIIY r-r I � ]R' Hepq H,pK •YI I I� Rj 3V NNM ww -I z Irw � � I a J � LYa,ert Iwmn �' xKl:. xw ArN. j s.. nrp ,zs.p, Y r Pa. an twr 1f]-0Pr �i I (S[e TNN Ley 3`I J I4 Les y� IF 1 ,r era. Ir ttfc 1` W' L,b 7' ui o/T Or'. a71i •Ir ttK SECTION SECTION HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 1) SCHEDULES (TABLE 2) NAIL ANEA lWt. aI.CIMa NALL AINA MAT. AACTNa tartx sONa1Rz Oa+mJ aANs xwn pErtx wlEvotE frn+m.I MAIN wwN 94Y Al2 orp Ir r ad N3 p20 1r r I -Iv AT Id, P A II4] A, o20 T TYPE C Ia-I] ass o24 sNr P TYPE D cIYtaePeaO Nplpw Nw sN+: Y wNl - Ir Nw IxiNsarWN M/Nxum 1W SIZw ]-Y xNl -X Np flv wnwa p Ir pp tlXals A,-0 rNll :-T xNl - X Ilw - rNl-m Nlw IIATSIfW F txaCNV„Ulk D)an7 4.� ..AT bb MNNIbe � Rk./pIIIK tKNmm PLAN SW CJJ eR•er q 5W C-1-I L] I I Efelare ,Z �- MwIZ. MNI NNN. r a �- Isp rrla N a, a4 ew. a Ir crr,. -- us,n N10'ttrI � L t lanwt xwN SECTION HORIZONTAL WALL REINFORCING SCHEDULES (TABLE 3) WALL �� LING AG,L VACY aEPIM (IM/lLl IIIIIS WWA f Ira AI, om Ir s• 04J N /lo f P TYPE E XKmr,dp _p Np RIK ]•v rp - X Np r-P.11-34• r+p FY 2020-21 4xFET STANDARD PLANS I DITCH BOTTOM INLET TYPES C, D, E AND H 42INaEi5-05 1 of 7 a 911NNN _ 11j�1 -- ; . IS - - -;� - ---;- Sw LbrcNe RM AtlKtl,N rnn nA n I 6Niat.nl.1 (s,a Epwtl Xw 31 PLAN - SINGLE PIPE a luwrw -�_v 9• a, a� \1 Tp IE'+VI xr AeIMIM Ep NpWrM [wrupNe/ NKtl I+p j J Irc�.'r Rep ISn I �vY b1e T)- - x E • F (•Im. ,wIWN m In«re RN s,R W ELEVATION NpHSip FReF. s�M OaIIIn [aXrN, NlY POLO �� RpKS� N e SUrPt1 =SCa EL•4.a orf it T , 1 SECTION E-0 (NpaMk FIW) ate SW r•�� AnNar VI •�� NpL_� W IrwrwrM, O,pN I4M �ti. •� I DETAIL C 'ACHED CORRUGATED METAL:. - - - f lWnd Pipe 51111l0lr) NOTE. see MK, , n sMN s fw fxmwrax W faxpllles SINGLE AND MULTIPLE CORRUG TED M TAL PIPE nEsurnaK FY 2020.27 CROSS DRAIN MITERED END SECTION ,xwX sNEET D/mns I SST STANDARD PLANS 430-021 4 of 6 y T���fp, , r CAST q0N cMFe NOF �vll ti r IEAYITTEO Or INLET 1qE; r1 I---'-•T 4-- � �� 7,X4 � 11Y IW HALF SECTION CAST IRON GRATES TYPE C A]KeX. --I- ,p In. 1 TYPE C W�rpN Iwa h W rW Mrm. r�kr Id u.. k � - �Y T� im I''r'-11-�1R��w���T���T��E���pp� I��pypp�y��T��mk� ����Fggy����R��� Ar 4r'+ 4U m URlmli i TYPE E TYPE H (3-GRATE INLET) Agvns. Way. 4N ILA AM- "aft T,a IAA CAST IRON GRATES /Ird _a cNarpn Mar _ Io Fnr aNK.r r-ITp z-fy y z-fql r-fY.• a FgrrN apNv !S C4ntl SpKea II Rrtlalp awe � -� �N, I ,� N, ,s shNpN IKf I I, SkrpX Ira RIAI rl� Z Falvr,rinp S En/-INrIM 4M IrN axx (yYN.I * 1 L _ _� 1. TYPE H ("RATE INLET) A_ W,Ipe w L TAm Y m 0 TYPE D TYPE E TYPE H (2-GRATE INLET) IrKr AIrKk Rwf RYNINt Darn 7, W RrNIN AN 2., W RrrIN FrKx.Krp a ra r. V epe A.r, r, B• TYPE H ("RATE INLET) NNMIp awe IW F rl/ -kWh. _'W. IW, IL! SVrok 0.6m W. r , W Apw,•. rNr xNkn 3rp I,a RrtlpN E,eaprrx IKs r , W Iwtls S r W In„ r, W ANKKra ears IW , AF AKINNK aw fW r 9l .1IPe,. w,fk Ip lM. AIAp,. ­W a151M. Me" EKa 7. V AN«aa TKN RIIk 3AI re - STEEL GRATES IpTE: R Sr.. Ma O-IM & INK, rNn Tl� SI t Ane M IN — IkKk T Ofk la Ar ,.W GENERAL NOTES I. r,e INw w a,efe3h lw NmTrN bNrk W w ro M a..e M dltrM; rWlpf aN NMr Kpb fnk/Ka ro wraKp vWls Intlnp pK w q „M nw-nwwma sirs. Sta)wt to W. rrlKtrw evnma .aws wpar MrreK, G Nw If fpNRIN In tM Nxn Mlr,r Rx Kq Nw. Mt Np paaYal pIK a Seeelp ro M upe n tll IKKa q ka]roI d aKp wps ,M pre lw Im« [rrrKt xK Nlp IK Mrwewae Iwf, Sr. NKM In Ar„v Ralrt ro N Mkrr wMtl rw/a TMn 4/ata aaY M KKea In ep vlafeN ro „cprrN IeerNrin bWk MI p I,N,ryeO rps N aNvarKkra K IM,q Irw Nw I,aY M apA Krp ena Ne KlpeeW Rr prtrplK,Na I Far svpreKry IKNb p! INNs 4,SW 1. Novels Krp wAws wd,Nrlrp rKr Wk Kash lM IRN. 4. mKlmnm NIk War.df6 aMrn w Tar lalsnll pM Rn IN KMr 10. NI nlNeMn/ h GrN Po IIrI wrn r Nn pwr Wm KNrwlp ,rrL 2 ,NKs ro NrmY NNN.YNWe M eaW •ItnelX dap. gyms d in type K Np wuK M fIKAN /ar tn. Yra b M M w aq rr ,W peKge KqN Np aperap. Prplae ,m hh m. 4krr N I NWM NKa Nxrlr M re11N111KN wkn,IKX RatfM INNa M. W Ie0ltlxxL /4 O,r ILw, ,M K Welt Np K pp ,NeN,a. IKKao wXNn rlNrq aNrN rare wN Kps aW/Kt n pEaNNKu MNI hove nwrpw artL TM lrpraq. rrl ,xNrlwrw k q I/IotkNk ro Mr a, .vr .,p„e pps aM p.w. ,INI M YZ aMNK « nra] p W raa2a � rrme H- SMa a M,elmwm N MnK « kKA aetla p KaKn n Nan hwrrNr akR sMll li M rmtl M Kns peyK Ia aNplppl Y[Klk f. [anwKe Njp pweep [v k N,N p IKNa wmpA Nw a Leafs ann patrrerme NKa qa wMn glel Iw x rM Nnra,' r rnul+n p NI htllk. Irmpre NK INNF eaK ro d• AXraee H ,wK,¢ per wre rw lakes. 2 5W NKp w ro M uW n tll 11-11 n NryM trrlk la WdpKN. IartlNrr rlprn w /w /NwMlp asl. I SroN NNtl w W M we n It, 1rK NM 1—. NKA ERMr eq Ilplr ,T N xM arKN RIY N wN as NVKa NtMR arts Nwk NSISN Vwk H Pef 3, TrpnrYx Kw MNu[Ntl In vICMI INKf KM M /W Iw p lele4 pKakl, TaI eawKNp wNkW netbf K plaralC m TNMERSAUE Sw a3 n 0r . ERMr pR Lsn r tlwl NKn wry M uaN m NI NYah rMM INLETS IIMT,IL m FlIsr- I.Wt. LAST pEs<NDT,IK FY 2020-2I Ixo¢X aNEEr >7/OUn iy STANDARD PLANS DITCH BOTTOM DVLET TYPES C, D, B AND H 425-052I 3 of 7 /SLOPE IEa a.30 FROM ST4 IS HOPE IE'4A0 • f r . TO Elf-1 I r ,25' jA A 6 B. s 1� -IS-SPVCUHCEROMN tO fN AlI)MpIM SO0.01ER ATfAtlED IE• S]0 IE, 4D0 TOTIESIDEWALLSVMSJkPSON FROMST-17 TTTEN NO ANtlIORS (TTP. OF ] EACHH SORE) PLAN TOP OF SIRUCMiE EL.5.30 �� WEIR WALLCREST-T3O 15' LOPE I IEa 530 OROUrFILL E•EfO� A A. -' EOTfON OF BTRUCTIpiE F1.4.00 ® SECTION A -A NOTE: REFER TO DRNWISE REPORT, SECTION 3.0 FOR AD0I110NAL RIFORIMTON NOTE: FOR SIMMER INSTALLATION DETAILS, REFER TO FOOTINDEX 4250M. HIT _ ZHU 115 FOI]ORY FRASE � US FOINORY PoNO AID ORATE AfOMCOVER TOP u EL-T.30 �•'� EL-xAp a• •r • •r WEIR WALL MODIFIED FDOT TYPE E - OUTFALL CONTROL STRUCUTRE a I [NFIN� jI'yJ��ILING r LCGG 1208 F .....b 110L10.le.nd Suite 231) Tamper Flnida 33602 [p]: 813.434.4770 f�«: 913.4+5.4211 iegmupnp FLCent.RlAulb.Na 27889 ' A cI.K N.R. • aas� 1 O i i1 O Ni s 1i 5 � ®:I TT E OF :IL' so asp®�5 h y : ��r IiLIr+ ® r 1> ��Ia)taa4:tit Q Ti mF Wr p g r.� NI. 3s-aea.00 oBrzErzo C05.03 apt AS NOTED � �IaM f�]IrRm A. SlsnOn Plms vw„ FAIN.. Eun Aro FRra LAN 1'-IP ITT ��q e SECTION AA r ! ITLV r-IP T r-a' 4� �! 4 1 :a SECF70N BB r 1-Ir nr 4! 4! 1YR P _ M . + I bb ra TYPE E p rd b { �h ro TYPE F sl„e TR i IP 1'-r rn map„ , :a Mb: To M rW I« sa prat mil DROP CURB sewrra sn„rw u,e Eerte Rxr r ] Sminw rw..rN *�71� ra I SHOULDER GUTTER - xa SECTION CC P IN-w- ! cam„ VALLEY GUTTER b vewP.N • m Npt eke m roeRrerL tM R„s wp. of iM PFnr rAYI +� 1\ M aYN 1M aaoas tleae « IM M1eaeR preaeN. TM INaenev r ne Irp Q1` b wr M r, .nIR, YeR.Ie.,M.e m olwe II 4 u FrNe Ran e.wn eE rnY Nrw Fran YEp ewrcMa Ekp a N/wR v4eWR/w mssr„ I ra 3 rR„wm ! rn„x IrAeue; sEcrptE nnR use IN .w N1Nwr n aaatrRe w IN,Nk MMwL Ew ntwr eePRW vseR N/enY n Jkamk JwrnaRR. rn sMw z errwrp loot Pra.rwN wFI1wRARFLIr DrNEc aw cONsrwxnmw TYPE RA MR IIRr er Nn[ sM we r.ewrN eNxrr ar0 R Par .N rm«e rR,r.w vYr,,n sMR ]. F LAFT 0` FY 202L7-21 IUlNn7�nsnPr , STANDARD PLANS GENERAL NOTES: L. a.RNr nma.en. m avr+wa..d� Spantaka su. ua r awrrYl rr slaws or Cure A,qv laRN.FNANre RR.rM fSw Mn Ylwl IlrNall Y/ awer salvete wNe tehfneu n eeawi wYeu send„ MYNs In W Nwi : swr.m eweneY..rY.p wYa,ww an rwae m .cmrnnn ran ma„ SISFw. x rw mnawr, ,« laae, s0-0Fr. i Raw anar mReflr ew N+er Ir«rewewe reRr «,MR aNwen.r « P«errN.ueenY ewlw . INrE„ss r v kx. Mw R M, m Pot mrc tr K x wRlm YR„Yn wu Eaae aer enraup w nlw r e„ wrrRe ermrN namkYatrde wN1w «rin Finaw sMn m rM rau fsw wutN¢ uTNU A R c r<• c F I R A W E.L 4 N �� �-- aerie Narun OPEN /O/NTS _ ILP Nei 1]F Na. w Nei IP m . s A- ry A D n F R R J r F O D S �r r r air I wTr,_. �'1. I I •,_j_I-L- ww«n care � � wmra armoeuv SAWED JOINTS LONGITUDINAL SECTION LEGEND A- q- r„„Yw +aRa Pr«rewa AYR rukn Enna 1M wnw Nw: f F. maiingn RN r w RFM Eder) w rra. n.m o„,.a: R-1f- Fi'atF' ANNi TaIN C-1T raw ow ralN, 0. {f sr CR A,hq, 1W Dera 0.- K eaurY Nu 9 [MR, F- of sw me AYNi LW De„ honk !] eawU w,. ]w Cer«e F AVrfel IwVa1N rew IwJle Eamwe D y E-l�Ererrn aaa rrNn nun d skww ERre, Imo IR„wNre ,N �� rYrea r« In m aw a R IaNlw a alaen„ 6 cw JYw wln Frw RIWr. Tmlr SIDEWALK JOINTS E oFscwmEFw wEVE�seox nnnnB IP p � Pater LYw �-a .IYA SM 1 = b ! n b W E,0. ArR AN � hN.r.rtl AYM rlNr J -- rw A+rm wrpolw Ps,Fa N1Row r«w,x n Ikwk pvanww• m Seam ]. TYPE A p w P JYr snr b car. r„1. rr«E•a,ra�AYw Fllkr TYPE B f AYR 4,1 b b •f Far. PN,. TYPE O „NJenR n awab «lIWN. ap�/R. [MKT Yar lIIR1i E,pvkn IYN, p«.rnn lYa flFr wtl lai re .Fwr er...a a.M w mw,.e. praase soy..w snr ]. CONCRETE CURB CONCRETE CURB AND GUTTER CURB AND GUTTER I520-007I r of 2 A a«a a sla..re r.nwm, Sr Fwr mow Ear JElen A (Naa rYe w [aNrYM tb0. r,J A W1111r P.h Erj � A A A1 A IA�} iEw"ill„m'nsn�`.,00i0 „Lift ' 1ry►� I( tan r taro AN 6umr ' m�m„e awe - PLAN SIDEWALK WITH UTILITY STRIP LEGEND: ut a, ® v rnka sN.nre ® eENee Nrrr sw maa sa-m: l.r JN A nNFRY Pak, Eaj A Afslar PYe r CawrYlr R.sn "A � A A �A 1% E,:r�F.,. � �As 1F J A) BI LF`„ `A mY,y. IYY/ raver Due AN Taw 1 „«smE aN nwr1Y RRvn SisN PLAN SIDEWALK WITHOUT UTILITY STRIP Arrem ISe, me„ vows:, vs•Mi vsarR w asmr l �pF vnu l SECTION A -A =SECTION 13-H= = RAILING DETAIL = GENERAL NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS FY 2020-21 INFErr NIEEr STANDARD PLANS CONCRETE BIDBWAI.Y 522-007 1 oT 2 1 .r FWD srleplMJ FY«Or nor.-• EapmP,vEJ Ew N Am..! PLAN PLAN PLAN PLAN T„ d aro�- 1„ d Qwe • PROFILE cwtR PROFILE cRar PROFILE PROFILE + FLARED END STRAIGHT END FLARED END STRAIGHT END „re d CURB AND GUTTER ENDINGS CURB TYPE A CURB AND GUTTER TYPES E B F $ F.Prr d swa.e Ns.uw g P Mln �r J ,.�-r-.�•�� L � aR:.Y❑ u<rtcul"�- -� <issssss Prm --- +r TT SHOULDER GUTTER TYPE E ]W N... _F OfIkPn Swra . suna m to slw a rwarr m Gotta P rIM1��M WMas Rld Wtkr. SRlw zF 9 Mi M NIPI sln Ta a FNn rrn Ua d 2zF TYPE F 1 Sbp YN„ „YamN Jamt Flwr O 0 APdln m Mk NO AN law rkn r I—W. e„ 1W ilia NrN, tlwN b w.pN wwma nw.r Filar aY NWe ewe one PRtr rwOmi e/J � Frl.(G. r«I. p � � .� CONTRACTION JOINT IN CURB AND GUTTER EXPANSION JOINT BETWEEN GUTTER g La,Ee d s.vl aqe m severe AND CONCRETE PAVEMENT y� ar NI0. 1 LL ��,I11u7 LJ L I e Aarfl„ IP E.tF Nye rid fp Yar r prarwl. ISYN Y„ri -r L aaY1n to M�„Ib Ntt« eNY wMn N1MN„ Irrlk area TYPE A i CURB AND GUTTER AND TYPE A CURB '0 g TYPE B TYPE D ADJACENT TO FLEXIBLE PAVEMENT E B w CONTRACTION JOINT IN CURB a GENERAL NOTES r wx, L. rw awR Lmw eN are c Pcew wak. W - W mY.eakn /Yw, Y IP r Na. wa aMw, frail CmeW„ pua, rIR.N m aan.te Pawa.Y m tap.Y. W m 1P kwn r� S wM r S S rw lNE turrn w In ww IM Pna„N lYwi wln rNRewlw /YNE .q n w a n � g �y �rL �� ro eamF IP aR«s tors Reea ..e are R wrcr awran mFn :Mn r w.. � � � + M MYr k.R..eare .Ile SpaIkYM lE0. T ! b h „ 1 xENsmcmMna.r.MCP.rwlr.nwn,ra.nFlmr.newFm.kr. . raven Rwaw r wA lwi la tam ' IIpII {�.1 - - wmMYCONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB s T 'rsrl'wrr°"`FY 2020-11 naps• sncrr n 01/IT Ina STANDARD PLANS CURB AND GUTTER I520-001 J 202 INFIN17YElYfsJING T I208 Pet 1CeFtI dy BruL—d Suite 230 Tame; Fl.Ada 33602 zkww IPB 813.434A770 Ifg 813.445.4211 a - r-v ravw.we wrww. ra oRRreek NRwed PL Cea. afA h. N:c. 27M , OPTION A OPTION A CMMN.- f ]a pteReW Irwlpr ro FR.¢eNe rerN„E — - OPTION A 4d - 4A e�� L rsONL>r/uc v1Lw T NFEwYe ra ■ EY.m.N. remrrrr a tN .Ne wwYna ��Oe�Y : ' � `G .TU�9 OPTION P OPTION B ep r_ '®® ® �LBIT 18011ETWL'VIEW ISOMETRIC VIEW P.E. .� �fF psi 4 �:r L r A m : w sa ra saw a _� ra nARw. rRY9a s FFr+N � nkpw cre OPTION B '; S I T E O F �+ wONErrlrc weW ,Ilk O���a'wF��` J` l snow an �� � . t / .. - . , • �- O i J3FI3r9 iti I aver NN ,''S _rL_r2w_I_ .III e� wF r_ 4 wh= �' wow raro F PEON VIEW PLAN VIEW PLAN VILW PLAN VIDY CR-D CR{ CR-F CR-G SIDEWALK CURB RAMPS CR-D, CR-E, CR-F 6 CR-G F usT �e-LNsewrtroN FY 2020-21 — swrET ICII 522-00 n 40f7 /wnB AEVrj/18 STANDARD PLANS DETECTABLE WARNINGS AND BIPS DEWALS CURB RAMJ § °1 m 8 g 3549 P:.tuNn asARR.LO 0-osa N10 C05.04 Rak AS NOTED Na ate Sod —• 1YNr vool 41ovolbn Pock ;ot .ltf mq .. opi Ma �. U: �` Sil�el 111}hr Bond 141 NOTESo : • '+ THE UNDERDRAIN SYSTEM WALL BE MAINTAINED BY THE OWNER IN QrOY� a O' _ dtd} ACCORDANCE TO SJRWIJD REQUIREMENT. 7HEMAINTEWWCE �17DI1ndYMf6C ��Qti SCHEDULE IS LOCATED ON SHEET C05.08 AND ALSO IN THE e1O1.Ig01 DRAINAGE REPORT SECTION 4.0. Top of Basin or Treatment Volume Level I— T S/2 (max.)—�I �I I �I I I L__ L --~ Areo Served by the Laferol -- D per UNDERDRWN DETAIL I S`� 1 POND BOTTOM .l S/2 (max.) }1-- I� I L 1 I I I D lar II S/2 (max.) —'__ — To Outlet PLAN N.T.S. UIDERORAIN HAS BEEN DESIGNED INCOi1Pl1ANCE WITH � &EENON 12o UNDERDRAIN DETAIL I N SLE I 2 "A DIMENSIONS SIOMMER HEIGHI ' BOLT AS SPECIFIED IN SPACING THE PLANS H D E L S NCH ES TOP OF BANK l # r Freeboard WEIR EL 7.30' Es treatment volume POND BOTTOM a 6.00'—/- a- _ire } w• s r �r �y r /e Groundwater r i Table ` ! " " "� ` / / Elevation In i + } + a � UNDERDRAIN ! A 11.75' Impermeable Barrier ®� .00' 4 d .75' D 16.00' Nam: ® r•�^ SECTION CONRiACTORTOIN&TALL utDERORA&JA6 PER �I m1�.�7�5'/ N.T.S. OMENSONSOVENIN6ECTONNEW. Er 0.5. s $ a ?a INFINIT•ypyGIN ,ERING 1208 E. Kau,edy Boulevard Suite 230 Tampa, Florida 33602 1pl:813.434.4770 IQ: 813.445.4211 FL Cert. ofAuth. N. 27889 a Cud Ift— ti ® . !i- DA.rk � •� e TV NISIT S.gPP HAD, P.E. v FL .64085 '1 0 1-3 ST E OF Jr Ilfn � e* �O `♦♦ Ir �w ��'Ie Aeeer -f ie/ UNDERDRAIN DETAIL I NTTSLE E 3 no F W E a� i 35-494.00 D.•OB20120 C05.05 &MI. AS NOTED .N MOUNTING POST AND SERVICE (2) 4- FLEXIBLE RUBBER GROMMETS FOR PIPES - DISCONNECT W/ LIGHTNING THRU VALVE BOX ARRESTOR PER LOCAL CODE (BY ELECTRICAL CONTRACTOR) — — 1l MOLINTROL PANEL ON HINGE SIDE OF ACCESS COVER — FOR OPERATOR SAFETY �— y (2) 04" PVC COUPLINGS 054' RRATE PLAN RATED ALUMINUM TOP (2) 4" BRASS FULL OPEN SWING CHECK VALVES HOSE �pc TOP ENTRY CLEAN -OUT PORT DESIGN H-10 TRAFFIC RATED LOCAL slCODEED 26" X 38" X 18" DEEP COMPOSITE VALVE BOX - . IT/ INTEGRAL BOTTOM & FL DEP-LOCKABLE CONTROL PANEL RESTRICTED ACCESS GENDMTOR RECEPTACLE �� ❑ 17" X 30" LID /r (2) OAS-TCHT SEA` OFFS J (I) F/G JUNCTION 00% Jf O X 31ING S Dz' HMAT SS AND ARDWARE 3DD PSF LOADING 6() HOOK SS OWASS REID x2)DER EL. TOP 9.00 f�. 2 .Y L. g s'XD'III POSTS INLET PIPE FIELD LOCATED 9,50 EL, 3.60 INLET EL. "0 HIGH LEVEL ALARM \ 4 I EL. ZOO LAG PUMP ON y I i I I EL. z10 LEAD PUMP ON EL. ''� PUMP OFF (4) 4" BRASS GENERAL NOTES WEDGE GATE VALVES OPENS 100% FURNISH AND INSTALL EBARA SUBMERSIBLE GRINDER PUMPS: (3) 4" SCH 80 PVC UNIONS IQN: DESIGN CONDITION MODEL 32 DGFU / 50 DGFU 5 HP HP GPM 92 58 FT/TDH 18" VOLTAGE 208 THREE PHASE CENTER LINE DISCHARGE 2- 5-3/4" IMPELLER SEWAGE GRINDER PUMP: RATED FOR TWENTY (20) STARTS PER HOUR. JJ f 2. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH CLASS F INSULATION. 4" FLEXIBLE RUBBER SEAL FOR DISCHARGE 3. DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE // SILICON CARBIDE) LOCATED OUT OF THE PUMPAGE, IN A SEPARATE OIL FILLED CHAMBER. PIPE THRU VALVE BOX 4. HIGH TEMPERATURE BALL BEARINGS B-10 RATING OF 60,000 HOURS. UPPER BEARING - SINGLE ROW AND LOWER BEARINGS - DOUBLE ROW TYPE. 5. PUMP SHAFT HORSEPOWER (BHP) SHALL NOT EXCEED MOTOR RATED HORSEPOWER 4' BRASS THROUGHOUT THE ENTIRE OPERATING RANGE OF THE PUMP PERFORMANCE CURVE. CROSS, NIPPLES 6, SINGLE PHASE MOTORS SHALL BE/ DUAL WOUND, CAPACITOR START -RUN AND & 90' ELBOWS VOLT WITH (b 9 TCAPABO 2604. THROPEREE PHASE PF ASE MOTORS BE DUAL WOUND ANDCAPABLE OF VOLTAGE (CD OROPEERATE ON 460 VOLT BY CHANGING THE M�OTORELEADS INSIDE THE UMR. ISOLATION VALVE AND UNIONS ALLOW FUTIM REPLACEMENT OF VALVES AND FITTINGS ( DT' SS GUIDE "- ..., •-- SON 0 P µ" TML BW+LIRIS SON SD PC PU°E 12"18" ' �I SLOPS BOIET SLOPES m wEr WELL /2' X 2' RUBBER COUPLING F I%UNIK-S�HLS�3005) (TYP) FOR PUMP PIPES + (2) SS LIFT CHAINS (2) M SCH 80 PING DSO UJIGE PIPES �TPE7 WELL - H-20 TRAFFIC RATED I�FIBERGLASS REINFORCED POLYESTER MONOLITHIC DESIGN ASTM D3753 (2) EBARA GWNDER PUMPS I EBARA LUM QDC GUIDE HAL SYSTEM -FOR PUMP REMOVAL WITHOUT ENTERING waoaa. (OSHA. FD.E.P. k 10 STATES STANDARDS EQUIPMENT) (2) SO X 50 FLAMM ELBOWS _ D' X C FILLET (FACTORY INSTALLED FlBEApASS) CONCRETE BALLAST AS REQUIRED (FIELD DSTALLLD) STATION DEPTH = CONCRETE - 3,699 LBS/CU YD 4 FT X 6 FT RED 4 698 LBS = 1 27 YDS WASP EL. -0.5D A 4 FT X 8 FT REQ. 6.264 LBS = 1.69 YDS BOTTOM 4 FT X 10 FT REQ. 7.830 LBS - 2.12 YDS 4 FT X 12 FT REQ. 9.397 LBS = 2.54 YDS 4 FT X 16 FT REQ. 12,580 LBS - 3.40 YDS WHITE LETTER RED BACKROUND 4 FT X 20 FT REO.15,725 LBS = 4.25 YDS EMERGENCY CONTACT SECTION INFORMATION SIGN TO BE PLACED IN ON THE FRONT SIGN TO BE MADE OF COVER OF CONTROL PANEL. SIGN pT�Y ALUMINUM AND BE LETTERS TO BE 2" MIN. HEIGHT �� a IWT� ATTACHED TO COVER AND CONTAIN THE FOLLOWING `� TOOT 7o-d16 BY RIVETS. THREE ON "EMERGENCY CONTACT JOE TOP AND THREE ON PETERSON- (813) 313-0214". BOTTOM EBARA SEWAGE GRINDER PUMP 48" DUPLEX STATION - 2" PIPING WITH SLIDE RAIL SYSTEM, V.B. AND F.D.E.P. PANEL TSC PRE-FAB PUMP SOLUTIONS 'D MODEL TSC2-48.0 R9.dn O 2. GROUT FILLET (1 TO 1 SLOPE TO -HOPPER' BOTTOM) JOR 1. HOSE BIBB WITH REDUCED PRESSURE BACK FLOW PREVENTER FIELD INSTALL BY CONTRACTOR Y1C. CONTROL PANEL -SHALL CONFORM TO FL DEP 64-604.42(A) CONTROL PANEL SHALL BE TSC MODEL N 38-D IN NEMA 4X FIBERGLASS ENCLOSURE. THE PANEL SWILL MEET STATE OF FLOR DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP) ENWRONME PROTECTION COMMISSION (EPC) AND LOCAL CODE 4QUIREMENTS GOVERNING PRIVATE LIFT STATIONS. FLOAT SWITCHES AND CONTROL SYSTEM SHALL BE UL LISTED AND INTRINSICALLY SAFE. ALL COMPONENTS SHALL BE UL LISTED. A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS BETWEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS ENTRY INTO CONTROL PANEL ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES. THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT SETIJNG OR TIPPING. CONTROL PANEL LAYOUT DRB CCB MB1 MB2 MCB ECB GR $ O 0 O O FIBERGLASS WET WELL: SHALL BE A ONE PIECE UNIT WITH INTEGRAL BOTTOM, WALL FIBERGLASS WET WELL SHALL HAVE A DYNAMIC WASP EL. -0.5D A 4 FT X 8 FT REQ. 6.264 LBS = 1.69 YDS BOTTOM 4 FT X 10 FT REQ. 7.830 LBS - 2.12 YDS 4 FT X 12 FT REQ. 9.397 LBS = 2.54 YDS 4 FT X 16 FT REQ. 12,580 LBS - 3.40 YDS WHITE LETTER RED BACKROUND 4 FT X 20 FT REO.15,725 LBS = 4.25 YDS EMERGENCY CONTACT SECTION INFORMATION SIGN TO BE PLACED IN ON THE FRONT SIGN TO BE MADE OF COVER OF CONTROL PANEL. SIGN pT�Y ALUMINUM AND BE LETTERS TO BE 2" MIN. HEIGHT �� a IWT� ATTACHED TO COVER AND CONTAIN THE FOLLOWING `� TOOT 7o-d16 BY RIVETS. THREE ON "EMERGENCY CONTACT JOE TOP AND THREE ON PETERSON- (813) 313-0214". BOTTOM EBARA SEWAGE GRINDER PUMP 48" DUPLEX STATION - 2" PIPING WITH SLIDE RAIL SYSTEM, V.B. AND F.D.E.P. PANEL TSC PRE-FAB PUMP SOLUTIONS 'D MODEL TSC2-48.0 R9.dn O 2. GROUT FILLET (1 TO 1 SLOPE TO -HOPPER' BOTTOM) JOR 1. HOSE BIBB WITH REDUCED PRESSURE BACK FLOW PREVENTER FIELD INSTALL BY CONTRACTOR Y1C. CONTROL PANEL -SHALL CONFORM TO FL DEP 64-604.42(A) CONTROL PANEL SHALL BE TSC MODEL N 38-D IN NEMA 4X FIBERGLASS ENCLOSURE. THE PANEL SWILL MEET STATE OF FLOR DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP) ENWRONME PROTECTION COMMISSION (EPC) AND LOCAL CODE 4QUIREMENTS GOVERNING PRIVATE LIFT STATIONS. FLOAT SWITCHES AND CONTROL SYSTEM SHALL BE UL LISTED AND INTRINSICALLY SAFE. ALL COMPONENTS SHALL BE UL LISTED. A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS BETWEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS ENTRY INTO CONTROL PANEL ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES. THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT SETIJNG OR TIPPING. CONTROL PANEL LAYOUT DRB CCB MB1 MB2 MCB ECB GR $ O 0 O O FIBERGLASS WET WELL: SHALL BE A ONE PIECE UNIT WITH INTEGRAL BOTTOM, WALL FIBERGLASS WET WELL SHALL HAVE A DYNAMIC AL AND UPPER FLANGE. THE ENTIRE LOAD RATING OF 16,000 FT/LBS. EACH UNIT MUST BE SERIAL NUMBERED TO SHALL BE IDENTIFY THE TEST PROCEDURE. ASTM D 3763 8 F(-20 SPECIFICATIONS REQUIRED AS MINIMUM. r SIFF1 I O� SF2 SEAL FAIL® _ ,�{ INDICATOR ALUMINUM HATCH: TSC MODEL-54R (54) ROUND WITH 24" X 36" LOCKABLE HATCH, ! I J" LIGHTS - I REINFORCED FOR LOAD RATING OF 300 LBS/FT WITH HOLD OPEN SAFETY ARM, AH 3 LOCKING DEVICE FOR HASP TYPE PADLOCK AND STAINLESS STEEL HARDWARE. �1 PRESS L �2SA \_s VALVE BOX: FIBERGLASS COMPOSITE (H-10 TRAFFIC RATED) WITH INTEGRAL BOTTOM. TO HOA ALARM AND RUN LIGHTS ALUM (FOR 1 1/4" AND 2- DISCHARGE PIPING SXS HEADER SYSTEM) SILENC�,E POWER LIGHT DOOR ON SHALL BE 26' X 30' X 18' WITH 17' X 30' LIMITED ACCESS LID (4) FLOAT LIGHTS ACCESSORIES: B3D4 S/S - GUIDE RAILS, UPPER GUIDE RAIL BRACKETS, CABLE HOLDER, ANCHOR BOLTS AND PUMP LIFTING CHAINS. ® LEAD LAG Fol SELF/TOR VALVES :SHALL BE SEWAGE SERVICE DESIGN BRASS SWING CHECK VALVES WITH 0000 TOP ENTRY CLEAN -OUT PORT AND BRASS WEDGE GATE VALVES OPEN 100X. DR GFl) r11 ALTERNATOR w/ TEST SWITCH PIPING; 4' SCHEDULE 80 PVC. SINGLE PHASE WIRING DIAGRAM a � U-RED V-WHITE Y-BLACK 0) IAA Q7 NTAL i�1i1r `. 0 CAPACITORS AND RELAYS ARE PANEL MOUNTED @ @ @ IN CN Ld U o� H_ 0 CONNECTION POINT 'A' J THREE PHASE WIRING DIAGRAM Ld U-RED V-WHITE W-BLACK 0 m I ,n Is: ax L CONNECTION POINT "A- w w �w Q INTERLOCK _ 0 FE'Il' DOOR ' m INUM INNER REINFORCED % ^' D ALL SIDES --°pi + J` a Q a.• rATE S O TWA EEa , a L" TL Ff?jfl c���,� NG = W ,1 I 1208 F.H Kennedy Boul-.d i ,o " •ALTERNATOR (%) Suite 230 O DUPLEX T—F., Flmidi 33602 CONTROLLER FLOAT SWITCHES: UL LISPED SJ ELECTRO MODEL (SJ 30 SWENO). IPI: 813.437.4779 PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE RAIL ASSEMBLIES, SHOP POURED GAS I�w: 817.445.4211 CONTROL PANEL, JUNCTION BOX. FLOAT SWITCHES, ALUMINUM HATCH AND (2) 4 II1L�ryJI' HT SEALS 1-1/4' � � J •"s'°"P'"`T ACCESSORIES TO INSURE PROPER OPERATION AND WARRANTY. I APPLETON TO PREVENT � Q � �•C�•oTAmh.Nw 27889 � THE COMPLETE PACKAGE PUMPING STATION SHALL HAVE PUMP BASES, 1 h_____SEWER GAS ENTRY SLIDE RAIL ASSEMBLIES AND DISCHARGE PIPING ASSEMBLED BY INTO PANEL _ ,.. of TECHNICAL SALES CORPORATION READY TO SHIP FOR FIELD INSTALLATION. QALTERNATOR- W THE MANUFACTURER OF PRE -FRB PUMP SOLUTIONSO DUPLEX SEPARATE CONDUITS TECHNICAL SALES CORPORATION, 4621 N. HALE AVE iAMPA, FL 33614 (813)876-9256 RMTLDDML°RP REQUIRED BY NEC+®1- IS 10 IN Ebara Submersible Pumps EENRA so OCT s, s w Ad•"W Sp..& smo MINI SkVb and TMM PAtw z ENA DM•H+•+D• TWIT,,Eta: GPY a 11A1/FT IN 13WO , I 1 1n T AD � • m D o ' to � D'o sD eD eD TD E16 17 � m ,..eb MI - OPERATING POINT PUMP PERFORMANCE CURVE (1 FLOAT CONTROL CABLES LID/IOIN S� 6� NEMA 4X � � 113 PUMP POWER CABLES q 12X 12x6�C.+ r FIBERGLASS 9 1°°W°L �� ,FED Ab� • •�C0 OO s JUNCTION BOX +*' K, ® , W ALUMINUM- SUB T� INAL STRIPS PUMPS FURNISH (2) CONDUITS N ®SIFT ��S.E. SHOWN OPEN �FLOgTS� TO WET WELL 2' MIN PANEL WIRING DIAGR��1 � FOR CLARITYATS TF FUSE I LEGEND AH ALARM HORN AL ALARM LIGHT ASB ALARM SILENCE BUTTON O C B CONTROLT CRRCURTBREAKERCH DR DUPLEX RECEPTACLE DRB DUPLEX RECEPTACLE BREAKER ECB EMERGENCY CIRCUIT BREAKER ETM ELAPSED ME METER FL FLASHER FS FLOAT SWITCH (REGULATOR) 1QGR GENERATOR RECEPTACLE GIRD GROUND HOA HAND -OFF -AUTOMATIC SELECTOR LA LIGHTNING ARRESTOR ME MOTOR BREAKER MCB MAIN CIRCUIMOT BREAKER MS NE LS"TARTER OL'S OVERLOAD HEATERS 30 PM PHASE MONITOR PITS PUMP TERMINAL STRIP R RELAY RC RUN CAPACITOR RD DISCHARGE RESISTOR RL PUMP RUN INDICATORS RTS REGULATOR TERMINAL STRIP SC START CAPACITOR ® SF SEAL FAIL (SHAFT) SR START RELAY !�2 SP SURGE PROTECTOR TTS THERMAL TERMINAL STRIP OF c� a- _ w, PANELS SHALL CONFORM TO�FLORIDA DEP sas04.ao0 ��"� S T E °'"� • OGENERATOR RECEPTACLE FOR EMERGENCY . POWER CONNECTION WITH INTERLOCK�a " s O2 SURGE PROTECTION AND LIGHTNING ��y i' •' • e . , �WWW, y�Y� ` PROTECTION ON ALL INCOMING LEGS O3 PHASE PROTECTION SHALL BE PROVIDED ®SHAFT SEAL FAIL DETECTION � (3)ALTERNATOR w/TEST SNATCH (10 PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP. ry W TSC DUPLEX GRINDER PUMP STATION � V FIBERGLASS WET WELL TECHNICAL SALES (if o CORPORATION X C TSC PRE -FRB PUMP SOLUTIONSo J � mN WATERWORKS k WASTEWATER SPECIALTIES RepiesenNng /nnovafiYe MonuJicc fuieis Q g MODEL TSCE2-48.00 i! 4621 N. HALE AVENUE PH (813)876-9256 .. PAMPA, FL 33614 FAX (613)874-1194 00 ;,1 EMAIL: SOIesOTSCTGmpG.com REV-9 SCALE: N.T.S. g w,).�T Nb. slrbL 35dB4.00 �Ma9r�arzD C05.06 5 ab AS NOTED f PUMP PERFORMANCE CURVE (1 FLOAT CONTROL CABLES LID/IOIN S� 6� NEMA 4X � � 113 PUMP POWER CABLES q 12X 12x6�C.+ r FIBERGLASS 9 1°°W°L �� ,FED Ab� • •�C0 OO s JUNCTION BOX +*' K, ® , W ALUMINUM- SUB T� INAL STRIPS PUMPS FURNISH (2) CONDUITS N ®SIFT ��S.E. SHOWN OPEN �FLOgTS� TO WET WELL 2' MIN PANEL WIRING DIAGR��1 � FOR CLARITYATS TF FUSE I LEGEND AH ALARM HORN AL ALARM LIGHT ASB ALARM SILENCE BUTTON O C B CONTROLT CRRCURTBREAKERCH DR DUPLEX RECEPTACLE DRB DUPLEX RECEPTACLE BREAKER ECB EMERGENCY CIRCUIT BREAKER ETM ELAPSED ME METER FL FLASHER FS FLOAT SWITCH (REGULATOR) 1QGR GENERATOR RECEPTACLE GIRD GROUND HOA HAND -OFF -AUTOMATIC SELECTOR LA LIGHTNING ARRESTOR ME MOTOR BREAKER MCB MAIN CIRCUIMOT BREAKER MS NE LS"TARTER OL'S OVERLOAD HEATERS 30 PM PHASE MONITOR PITS PUMP TERMINAL STRIP R RELAY RC RUN CAPACITOR RD DISCHARGE RESISTOR RL PUMP RUN INDICATORS RTS REGULATOR TERMINAL STRIP SC START CAPACITOR ® SF SEAL FAIL (SHAFT) SR START RELAY !�2 SP SURGE PROTECTOR TTS THERMAL TERMINAL STRIP OF c� a- _ w, PANELS SHALL CONFORM TO�FLORIDA DEP sas04.ao0 ��"� S T E °'"� • OGENERATOR RECEPTACLE FOR EMERGENCY . POWER CONNECTION WITH INTERLOCK�a " s O2 SURGE PROTECTION AND LIGHTNING ��y i' •' • e . , �WWW, y�Y� ` PROTECTION ON ALL INCOMING LEGS O3 PHASE PROTECTION SHALL BE PROVIDED ®SHAFT SEAL FAIL DETECTION � (3)ALTERNATOR w/TEST SNATCH (10 PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP. ry W TSC DUPLEX GRINDER PUMP STATION � V FIBERGLASS WET WELL TECHNICAL SALES (if o CORPORATION X C TSC PRE -FRB PUMP SOLUTIONSo J � mN WATERWORKS k WASTEWATER SPECIALTIES RepiesenNng /nnovafiYe MonuJicc fuieis Q g MODEL TSCE2-48.00 i! 4621 N. HALE AVENUE PH (813)876-9256 .. PAMPA, FL 33614 FAX (613)874-1194 00 ;,1 EMAIL: SOIesOTSCTGmpG.com REV-9 SCALE: N.T.S. g w,).�T Nb. slrbL 35dB4.00 �Ma9r�arzD C05.06 5 ab AS NOTED f c� a- _ w, PANELS SHALL CONFORM TO�FLORIDA DEP sas04.ao0 ��"� S T E °'"� • OGENERATOR RECEPTACLE FOR EMERGENCY . POWER CONNECTION WITH INTERLOCK�a " s O2 SURGE PROTECTION AND LIGHTNING ��y i' •' • e . , �WWW, y�Y� ` PROTECTION ON ALL INCOMING LEGS O3 PHASE PROTECTION SHALL BE PROVIDED ®SHAFT SEAL FAIL DETECTION � (3)ALTERNATOR w/TEST SNATCH (10 PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP. ry W TSC DUPLEX GRINDER PUMP STATION � V FIBERGLASS WET WELL TECHNICAL SALES (if o CORPORATION X C TSC PRE -FRB PUMP SOLUTIONSo J � mN WATERWORKS k WASTEWATER SPECIALTIES RepiesenNng /nnovafiYe MonuJicc fuieis Q g MODEL TSCE2-48.00 i! 4621 N. HALE AVENUE PH (813)876-9256 .. PAMPA, FL 33614 FAX (613)874-1194 00 ;,1 EMAIL: SOIesOTSCTGmpG.com REV-9 SCALE: N.T.S. g w,).�T Nb. slrbL 35dB4.00 �Ma9r�arzD C05.06 5 ab AS NOTED f w,).�T Nb. slrbL 35dB4.00 �Ma9r�arzD C05.06 5 ab AS NOTED f ' r--rrr�r rr•rr•r--r L® PROVIDE SLOPED SIDE WALLS IN ACCORDANCE ` WITH OSHA REGULATIONS WHEN DEPTH 8 SOIL ` CONDITIONS REQUIRE DETECTION TAPE FINISHED (SEE DRAWING - �I GRADE MIA ,NOTE 7) I `( MAX � � 2 AND LIFTS D COMPACTFTS MAINTAIN TRENCH 1 TOSS%DENSITY WIDTH 2'-T ABOVE .. TOP OF PIPE (SEE NOTE I) P SIXJN DENSITY R�6RT, GNED l. � SEALED BY A FLORIDADA + Y----� LICENSED PE. REOlNI19] I MAXIMUM WATER- f LEVEL ALLOWABLE .i DURING CONSTRUCTION .{ y - IH✓E 6 MAX LAYERS ] I Room"1 j) _- AT 98% 3W 0 BEDDING ROCK 12, 1 PIPE r'(2 OR PEA ROCKWHERE UNDISTURBED CONDITIONS REQUIRE L 00 SOIL MINIMUM TRENCH WIDTH ELEVATION SEE TRENCH DETAIL NOTES DRAWING M-1A NOTES: 1. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. [ 2. ALL RESTORATION IN EASEMENTS OR RIGHT4)F-WAYS OR WHEN REQUIRED BY OTHER !\j JURISDICTKNAL AGENCIESSHALL CONFORM TO IRCOIS SPECIFICATIONS OR THE OTHER rr JURISDICTIONAL AGENCY SPECIFICATION, WHICHEVER IS MORE STRINGENT. `E NRIVERCOUNTY TRENCH DETAIL- PARTMENTOF UNPAVED EASEMEN M-1 LITY SERVICES SYMSOLS ® cart -,e • CharpiNlrinp Devin [p cork Zone Sip. Rwuired kaa0ws For ERha T- o, 14raamwlt Curb A -. b Lame YdeMlfiuHee+ DirMlon ✓ rrarfk a hYeatrlan 1py11WIM Caannell:lnp Derke fICD) in muted rare zone 51. -separate wart Zem Sipe H PMnbNn L.W dinai ChamW1.1n0 Dedn (UFD) 7emporNy 51danM LaSF C DE5cwnm : "VISION ` JT/SI/17 .® OBSTRUCTIONS SEE NOTE 1- rt 36(MIN) 36(MIN) SLOPE T036- _ 1 IVIILI COVER �� S _ r- PRESSURE MAIN SEE NOTE 3 FOR -CENTER A FILL LENGTH OF PIPE ACCEPTABLE AT THE POINT OF CROSSING DEFLECTION �� e-s rwrl�al 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, STORMWATER FORCE MAN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SD THE WATER MAIN 15 AT LEAST 6, AND PREFERABLY I2'. ABOVE ORA MINIMUM OF 12 INCHES BELOWTHE OTHER PIPELINE ITIS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE IF 35" MINIMUM COVER CAN BE MAINTAINED ABOVE THE WATER MAN ANDS OF SEPARATION BETWEEN THE WATER MAIN AND 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 SWILL BE ARRANGED SO THATALLWATER MAIN JOINTS AREAL LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. 3. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFAOTURERS MAXIMUM JOINT DEFLECTION. 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCOIS IN LIEU OF DEFLECTING THE PIPE AS SHOWN ABOVE, 5. TRACER WIRE SHALL BE INSTALLED ABOVE THE PIPE (SEE DRAWING, No, M-14) 8. ALL WATER AND SEWER PIPING SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTURES (LE WALLS, TREES TRANSFORMER PADS, ETD) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATION MAINS, ETC.) 7. IRCDUS MAY REQUIRE AIR RELEASE VALVES ON EACH SIDEOF A UTILITY CROSSING. INDIAN RIVER COUNTY mmw DEPARTMENT OF UTILITY CROSSINGS M-4 UTILITY SERVICES w.r r n i CV Y��V'vYY Yvv vYYYY ® DOUBLE SERVICE ROW SINGLE SERVICE TYPICAL S,0 TYPICAL FINISHED STANDARD'Y" BRANCH6 GRADE TO BE LOCATED IN THE FIELD C(SEEDRAWING S°z4'WYEOOMMENTIARCIALJ 31 INSTALLED 834, WVER641DENTIAL "Q PLUG (TYP) NOTE 9) F s0 x, OOMMON 12. BENDS AS TY m' PROPER _ _ REQUIRED LINE 1 z 4 L 8'1B ( OF SEWEROAD MAIN UNLESS ONUDESTHERWI WTH 6X8"WYE COMMERCIAL �OF ROAD UNLESS OTHERWISE 3 6x4'WYE RESIDENTIAL APPROVED BY IRCOS IQ o PLAN VIEW �I E I_NCOUS RESPdJBIBILItt �R.OVVY- MARKER PAINTED GREEN MARKER PAINTED GREEN I -ETCH CURB WITH 'S' FOR I j SEWER LATERALS I 81DEWALK \\\I? S,'A NOOTEE 8) �AG rk ROAD ELEVATION ROA OF `o I � ROAD a P1 N!�7r - MINIMUMSLOPE1/4"PER FT2% �6CAP-- Lf USE GREATER SLOPE ZERE POSSIBLE IF MARKER BALL .: I . TAPED T06W �I RISER AND CLEANOUTS NOT WYE ITYP) DEPTH TO BE DETERMINED IN SHOWN FOR CARITY. THE FIELD AS REQUIRED TO AVOID OTHER UTILITIES(TYP) ELEVATION SEE DRAWING, No. S3A SEWER LATERAL NOTES INDIAN RIVER COUNTY DEPARTMENT OF STANDARD LATERAL �RNo UTILITY SERVICES (SHALLOWSEWER) S-1 ' GENERAL NOTES: 1. rMn-doehblg ran repairer a alOnr✓k [I-- fn W Q Nand. a nass-elope erkh a -1- cabs of am for ✓f teeperary "keo e. .1-1 u prsaler. I-Ide a. Ntunate pedestNde weir 7. Nandafn Iegpprwy .✓bay ryrf- and raops Uud an stable, flrac .11P-✓xI-. 2. Far spelt- of wMeWar Chenealfr1w Vwkm. eae applicable and Free ✓ may ohdnaskra er Nrards sad, as owes, debris, mad, emmruMm re-w- teepprary 00fk Carr✓ ledeaee. eadPra,a, sad —,ad -1al. 3. C w deamlr✓a pedestrian traffk alewal diaplay(e1 eo dmIUV it namme teaporera .✓k-,. iaeed-" ✓ter '-pemN ✓ the a -4. ual-. closad -.1kp. ahwwise -ad in tot )Tau. a. For past -e sip- "'A" near o. womint to a .weealk. A Nees The tepulremewts of Ind.. m-ouz far trapw-r curb ramps. aom/ntafo a a/W- 7 rlarance from the bokem of the sip. pami to the wrfwe ✓the .1derafk. J. Hare paestran Iwykodhul ehan.akalep darlMsf aD-s Me 1.11 width of the d-ed stdew✓k eor re Wwy walkways. "Im ro the 51deealk 01-fo , 5. PrmMe a S wide tompofey walkway, empt where spem remrkNo- pare W03 N dekaeale both mess of the tempormy wallnay. warrdet a MIAWM wMth of r. Pf ride a 9 r Y Passing spree for NmWery walkways bps Mw B i. Weth at Int-ts -t to ll. iW sidvalk diversions. ensure that then Is suffkfeet RAY for placeemd of ueeed ". temporary mdewk aW paeestria. Nngiladlnal rbaaW1,I p decker rII-�-Y's��-q-11IJ/Y 8 03SOT0 )ITYM3015 t -1; SIDEWALK CLOSED I / _.�; fYYNMY L_ � � f 1 •I 4 4 wm d 4 1m SIDEWALK DETOUR SIDEWALK DIVERSION FY 20PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS afr•Er STANDARDD PLANS ANS ]02_6-660 101 1 7A INFINUffLSCIN���Nc 1208 Tian Kennedy B-Iry d Sails 230 Tampa, Florida 33602 IPI:813.434.4770 If): 813.445.4211 _igpaap.nel FL Cem. ofADth. No. 27889 ClodHe- I,6t4 lob NISF SAPP P.Ear +' 0 FkJR 5 V O s m )3 laa le 0, I' III :iitzi a- mF 7C JN i,a yC! E€ 4 i yaalWfb. st- 35404.00 °iboorz9no C05.07 5rar AS NOTED ` f 1 Operadon and Maintenance Irubme on l _ b. Catch basins Stormwater management systems should be Impected on a routine basis to ensure that they are functioning properly. Inspections should be performed an a monthly and semi- Catch basins should be Inspected after major storm and should be cleaned as annual basis following major stortm. Systems that incorporate percolation are most otter as needed. various techniques and equipment are available for critical since poor maintenance practices can soon render them ineffective. Records maintenance ofcatch basins, filter bags an be used In catch basins at street grade should be kept on all maintenance operations to help plan future work and Identify to reduce the frequency of cleaning catch basins and outfall pipes. facilities requiring attention. considerable damage, as well as loss of structures and effective use of the stormwater facilities an result from a failure to protect and maintain c Littoral zones (for wet detention systems) thedrainagesystems. providing maintenance Ina timely manner oitensaves costlyrepair jobs when the umsual storms occur. remember, the SIRWMD permit dictates that the The littoral sheitshell be maintained as follows: system must be maintained and that the owner Is responsible for system maintenance. 1. wedandtopsolt cantaininga suitable seed source, shall be spread over the a. General littoralzone from the control elevation out to the waterward extent of the shelf, with a minimum thickness of four inches. Normal maintenance requirements are as follows: 2. littoral vegetation will become established via natural recrultment. e. retention areas and swales should be mowed at regular intervals. all clippings should be picked up and any accumulated debris should be 3. all desirable vegetation that becomes established in the littoral area must removed. be maintained b. sod should be routinely thatched, 4. nulsance/Invaslve exotic species (e.g., cattails) should be removed periodically. C. the bottom area of dry basins should be periodically broken with a disk to maintain design percolation rate. The owner should consuls the water management district prior to undertaking this activity. d. sod cover on slopes and embankments should be Inspected and repaired or replaced as necessary. d. Urderdrains and effluent filters e. periodically, following a storm evert, the outfall structure should be Underdrains and effluent filtration systems should be periodically inspected to Inspected to check that the orifice or weir is not clogged and is Rowing at assurethatthey are functioningas designed. Failure to effectivelymalntaln a substantial rate. these systems will result in insufficient draw down of detained stormwater rurwffafterminfalleverts. the filter medlashould be routinely inspected for f. the discharge pipe(s) should be visually inspected to determine If the accumulation of excess debris and silt. Debris should he removed immediately pipe(s) require cleaning. all debris found In the pipe should be removed. following storm events. Effluentfihen are designed such that all detained rumff should discharge from the basin within a 36-hour par od. Observations should g. inlet structures should be impacted after each storm. all debris he made perlodkally toverify that the fiber is passingthe n-uffwithln the mulcted In the sump or on the grate should be removed. design time frame. runoff remaining in the basin longer than 72 hoursIs h. outlets should be inspected for dogging and ermlon. Indicative ofa dogged or sift -laden finer. should this event occur, the filter should be thoroughly backwashed with dean water to remove sift and other c bar— and other structures should be inspected for break, repairs, if fines from the media. if backwashing does not remedy, the situation, the media necessary, should be performed Immediately. may need to he replaced. the owner should retain a qualified contractor and should consult with the engineer prior to replacing filter media. 4. sewer pet flusher sewer jet flushers are usually truck -mounted and consists of a large water E. Dry bottom retention system tank of at least 3000 gallons (3,785 m 43), a triple action water pump capable of producing 1000 psi (6900 kn/ma2) or more pressure, a gasoline motor to run the pump, a hose reel large enough for 500 feet 1153 m) of The retention area must become dry within 72 hours after a rainfall event. if the 1-inch (25 mm) inside diameter high pressure hose, and a hydraulic pump retention area Is regularly wet, It Is out of compliance with the permitted design, to operate the hose reel. In order to clean pipes properly, a minimum and the pond bottom must be scarified, or the bottom foot or so replaced with nozzle pressure of 60D psl (4140 kn/m 42) Is required, all material Is clean sands, to ensure that the permitted percolation rate is maintained. flushed ahead of the nozzle by spray action. this extremely mobile machine can he used for cleaning areas with light grease problems, sand - f. Methods and equipment for system maintenance and gravel infiltration, and for general cleaning. Varioustypes of equipment are commerdally available for maintenance of stormwater management systems. the most frequently used equipment and referemres techniques are listed below: 1. unto 1. sewer maintenance manual prepared by municipal engineers association of vacuum o antario for ministry of the environment ontarlo, camda, march 1974. ' this device 6 normally used to remove sediment from sumps and pipes. 2. smith, t.w., peter, r-c, smith, r.e., shirley, e.c,'InBRration drainage of highway the equipment for this system Is generally mounted on a vehicle, It surface water, trarnportafion laboratory, califomia departmentof ; requires a 200 to 300 gallon 10,757 to 1.136 m 43) holding tank and a transportation, research report $ {y vacuum pump that has a 10-Inch (254 ram) diameter flexible hose with a m & r 632820-1, august, 19�. t J mated metal end for breaking up take sediment a tw—n crew can a clean a catch basin In 5 to 10 minutes. this system can remove stones, 3 bricks, leaves, litter. and sediment deposits. normal working depth Is 0 to Meet (0 to 6 m). t. 9EE SnEET COS.oawNewMEkauCE oetNLa. L water met spray the equipment is generally mounted on a vehicle equipped with a high @ g' pressure pump anda 200tu 300gallon10.760to 1.140m a31 water supply. a3-Inch(76 mm)flexible hose line with a metal ncezledirectsjets ofwater S ¢ to loosen debris In pipes or trenches. normal length of hose Is approdmately 200 feet (61 m). this system should not he used to clean erodible trench walk. r . . m .. 3. fire hose flushing t this equipment consists of various fittings that can he placed on the end of a fire hose such as rotating nozzles, rotating cutter, etc, when this equipment Is dragged through a pipe, it can he effective In removing light material from walls. T1lT'L"^ INFEN''j'1')�Q me HUNG 1208 F srf'If fKenUn�ody fBou; ksad Suim 230 Tampa, Florida 33602 Ipj: 813.434.4770 (f): 813.445.4211 wwwJrgraup.oer FL Can. ofAuth. No. 27889 CIaM Narm I ° . C. �—j vNISIT SAPP ~ � @ ® i ` FL R 64085•• fi o 64 r. am Idl� a E g � r+•no via. -sand 35d96.00 oaIa OMWO Setla AS NOTED I MEOINIICALLY6AW TWINEDLENGHNFEETEACHSDEDFBENO EXIBFWG PAVEMENT TRENCH WIDHH DMAEIFR D.LP. P.V.C. O�PolCt1IXJ, NOTE$: �(NCHE61 UO' 4V I311fi N BP 4P 931H'111H �ENO�1 FlNSMeD PFSPVDESLOPEDSDENNLLB WAOCORDAHCE 1. NHHRE SOIL CONDITDNS CANNOT BE M4INTANmA99DWN ABOVE.PRWA7E METHOD TRENCH WTTH+7'MMNUu 16' 1P 3 a YO' iP @ F IY WITH OSHA REGULATIONS RBNHENOBTH65CL OFlDN81RllCfDNTO RWUS FORAPPROVAL ELRFAGE RE6TCRATIITN 2, _ppg71ID 1' 33 13 1P @ 19 1P %'(MINI .Irtl WT., Z. SHEETNGWUMFtEOURE MDETERMNEDINTHEF WNACCORUNCEVATHOSWA MINIIw(SMNOTE1) MIN BPSE P - 29' 1P -I- F iP 1 • (SCE I]RAVRJODETECTION �-FlIIR1m REGIRATXXNB. �� C - 9P 1 /P 1 ,OPETO3B' _ J M1A,NOlEi1 GRACE 4y.MyIWY IiYWyal85u. iOYU� iP BP ae F 1P 11I MI 2b' 1@ Y4�14 t �t @IW7GPrH! a. COMPAGTKJN PERCENTAGES SHOWN REFER TOMBNfO T-11b MODIF®PROCTOR / / / / / / / / / / "� ,1t I i METHOD I / / / / / / / / / / / • , , • , •. IZ N' 40' m 1- 1M S3 90' 13 .a/4 /// ///.//. '.• 3 19 1ffi Ee s 1 IrrE TV M@ M fi�yF + 4. NECHANICALCONPACTIDN NOTALLWI:T BEiCW THB LEVEL OINFR THIN HANG �,'. + '.1 y J. - ? / / / / / / / �./ 8 HIND 1@ iBI BP AP 2P `T. - VIBRATORY MEANS. 1xDETECTIONT �•'� / / / / / / / / / / / } ! ¢• Z 24' tU0 ]0' iS m t,¢ BP 4S' Y �.�4A,.\CC fRk Pf?®SUREMAIN /a fY MAX LIFTS 6 WMPACTNN REPORTS REQUIRED -(SU DRAWING / / / / / / / / / / / / / \ + '�•` �/ 9P fN EP 4P NF 2F0 10 ' W 23 BEE NOTE] FOR ` an y ~ "•tf F AND OJMPACf M1.A,NOTE]i 1 / _// /// /// PFPLACEMEM ACCEPTABLE CENTER AFULL LENGTH OF PPE TO 99%DE]JSRY• a MINILWM TRFNCHNIDTHW PIPE O.D PLUS rd. - P LINE ROCKSABE ffi N' 4e' �' 0 0 0 0 DERECTIOR ATTISPONTOFMCITSING MAINTAIN Tfd3lLTI ]. YGtTECRdi TAPE WIN METALLIC BACKING TOBENSTALI.®OVER MN@BFiO1N NaLPTS ATN% 109 0 p MAINT ranarJE BAL1EuwP'MAx w& IeEE1NOTE iI !' ee 1zeP to m sP o I ELEVATION TOPOFPPE `+ BOTTOM OF BASECWRBE TAPE TOff IWTR®•CNII,OTi-VATERIWEBELGN, UFTBACO,,PICT (WE NOW1) '16A:.";XW TOAMNWOV.'OR UFAD E►SANII SPANGLES FROM 4 „ /\ FCfW'i e.;, NLL !l.D •GDTRNEIXRCE MAIN BELOW,(R GMIKXMEDS£MNBELOW.TFADE M1flESHVLL DENSITY 1 TEESS1A 6ETHESAMEAS--NTMS NOTES: p o BE USMOONTINUOUSLYON ALL PIPE SEE DRAWING, No. M-14, MAEWIREDETAIL �O �"-" 1. NEWORREI.OGTED. WOHRGROUD WATER MAINSCR066aGANYIXISTMGOR S A ] - LXHlSEDPE, pFplllsi: NE DLENMMNFEETEACHSDEFORREDUCER PRDPOSECIGRAYITY. VACUUM TYPE SANITARY SEWER STORM SEWER OR PRESSURE ^lF p r U ALLRESTOPATXXNWEIVENEMSMRGIrt-0FWNYSMWNERRBDIIRMWCMHER _MUMWATER + _ y } 8'MAXLAYER5 TYPE SANITARY SEWBt.WHSTEWATER. STORMMTER FORCE MAN. ORPPELNE a g LEVELAILOWASLE L f AT N% t JURISDICTIMAL AGENCIES SHALL L CONFORM TO IRCDOS SPEOFICATKNNSOR THE OTHER DWEl1� W WEYNO RECAAIYEDWWTER9INLL BELADSOME YATHi MNN R3 AT 1E16T @,AID MAXMUM WATER WRING CONSTRUCTION i �\ jyr p,ES) T Y P @ 1P ,Z r aP BI' EP PPETEIiI1SLYlF.AB0VEMAMlMWMOFVRKilESBEWWTIEOTHI RPRBUE. ITS JDPo6OICTIDNAL ADENCY SPEOFIGTXN,WHIOEVER BMCRE9IRWGFWT _., IEYEIALL.�E •'� _EDGE -PAVEMENT.- I-- 1.:! - II SS p p 0 0- C p PREFEIWBLE TO LAY IHEYWIFR NAw ABOVE TIE OTNERPIPF111E FXR WNIMUM _ DURND CONSTRUCTION `^.� y �'-1 MMLAYER5 S ALLPIPETOBELOCATMAMINIMUMOFIO,GOYP lFRJAl COVERCNN BE MARlfAINEDABCAIE THENATER MAW MIDPOF@EPARATDN BETNEFN H� L ATN% 10 EXGYATAf1E RDNMBIE FLLSALLOWEDWRH PRIORAPPRWALOFFROP0.AID 9M"0 BE]OWOROCN 1T PPE 1>•"� I Z 4v I 0 0 0 I 0 0 0 _0 0- iHENATERMNANDTIE OIHEIR PPELNE 2QH ED OP PEA THICK WTERE IRASTILIBE7 C SIT 4@ 0 0 P 0 0 0 0 0 2 AHE ABOVEOR BELWVTIE OTHERPIPELINEBOTHEWATER MVNFE-RBEEfARA9 MATERNL SIRENOTH BYCd1NTY PIIBLICYYDRKSENGINBW OR 0E61GNEE CONVIONES REWIRE I11--'.---,�� 3H'0H3EDOwG ROOF 1Z PPE -1. ,.J D tp pg SP ]P 4P 8 8 0 0 0 PIPWISHALL�ARRANOEOBOTHAT ALLWATER WWJONTB ARE ATLEA6TTHTREE ORPEAROCK N4HE UNDISTURBED NINIYUNTREYXf1N9fX j COIDIRONSRWURE SOIL FEET FROMNL JOINTS N VACUUM TYPE SANIfA TY SEINEIM STORM SPJkVM W _ BEAIEDBY AFLOHMDA iZ It@ 10R 4M k 9 0 o p ELEVATION IJCENIFD PE,Rt'XNPL TM, IN 1a F� ml o 6TORARNATER FORCE MINE, OR PIPELNESOONYEYING PECLAIMEOWATERAND AT MINIMUM TRENCH WIDTH LEASTSI FEET FROM ALL JONTS N GRAVITY OR PRESSURE TYPE SANITARY SNiHq BFI: DRAVAllO Y-tA,7REN01 OHTARN01E6 NUT 20P IN, HIT TTM I M YYY tv I 0 O NYSIEWATFR FORCE MNB, ORPIPBAFESNNVEYINGR®AIMEDWTTEN. ELEVATION 0!P -Tw1NT tt9 1@J Y"Mr40 3F >M AN W U MMIWNJOUNi CEf1ECTDM a 4 k 3. CON6TRIlCf STANDARDC403NN0 NOTTOE7013007 KOFTHEMANUFACTURERS TV BEE TRENCH CEfNL NOTEA [XUWNG MIA �' 4. =lWi ETIK7®OFR =R-TMAYBE-AS.FRQ ED@YINIS]IH6NLIRHOF NOTM$GHMSCu1YA1PACTHON NDT ALLOWI�BB2/AlTHBLLVFL OTNEi THM'HWJD I or Ta 2He 31P E m m , ,4n ,f.- IFS 70 DETECTINGMEPPE ASSHOWNABOJE. Q NOTES- 41BRATCMMF�W6. f/, 0. TRACMNRE&HUWINSTAAIIEFDAWWL MPU' (S W� �/uLL1 O 4Z SHIN 210 ' 3aE p!f TW! F 10J 163 ]�' U 1. MBPVWUGLODMPALTION NOTALLOAED BELOW THS LEVEL OIHERTHAN 141ND ] IIEWSLRFACEW¢TERIAL46IMLLSECONSI6TFMfINOEPTMCORN EJaYTING MTHRIAIS 26P'246 7@0 , 1B@ 1]@ 1b' OF TIEPREFWBMEDWEREROFTHEPIMFROHI AND6HUYLFIAVELAPPf9JOIM6,(112'MWIMUMTHICIPEefi7. PAVEAIENTMATERMI TO '-" x ��P� VIBRATORY MEANS. RE67RAUIED LENGTHS FOR LARGER DIAMETER PIPES ANY PERMANENT ABOJEGROUIDSTRUCTURES S.E. WALLS. TREES, TRANSFORMER 2 ALL RESTORATION N EASEMEM60R RKNT4]FWAYSCRYAHBN REOUREDBYOTHER eESPED, a PAM EfC)ANDA MNIWMHORIZOMALSEPARATpN EQUALTOFOLR(4)FEETFRDM e JURSOCTIWAI AGEIDIFS9 L(i)MORMTORCWS8 FIGTIOIMORTIEMT 3. MINIMUM TRENCH WVTHW�PIFEODFW6]'P. - - L D 4 EXCAVATAHE FLCIYABLE FILL W ALLOWED WHIN PRIOR APPROVAL OF PROPOSED ALL URINE VALYE99HMLL BETREITEDA9 DEAOENO MIY WDERGRODNDNTLRIE3 P.E GA9 YAWS, TEIFPHOIEDNE9, r•a cLPNE$ t� rc JLRBDIDTDWL AGENCY SPECIFICATION, WRRXiEVHN SI.WRE STRINGENT, NpTEAIALBIREIX,TI1 BY001NNTY FUBLICNOTiCS ENGINEER Ct OESIGI✓ff WITH RESTRAINED PIPE JOINTS UP AND DONN IRRIGATION MAIN$ ETC.) ? LL ]. RCOUS MAYREWREAR RELFABE VALVESCN EACH SOEOFAUTLTY CROSSNG.I. H INDIAN RIVER COUNTY TRENCH DETAIL INDIAN RIVER COUNT! TRENCH DETAIL oIYKa INDIAN RIVER COUNTY TRENCH DETAIL (PAVED' INDIAN RIVER COUNTY RESTRAINED PIPE INDI/W RIVER COUNTY w DEPARTMENT OF DEPARTMENT OF j M-1 DEPARTMENT OF QEPARTMENT OF LENGTHS AND SCHEDULE DEPARTMENT OF UTILITY CROSSINGS �gWT UTILITY SERVICES (UNPAVED EASEMENT) M-1 UTILITY SERVICES I NOTES Weu A UTILITY SERVICES AREAS &SHOULDERS) M-Z UTILITY SERVICES NOTES .... 1 M-3 UTILITY SERVICES M-4 ® " I 11 6(�pRAW7FD Md. VALVEAID BO%DETNL A n 66 EXIBiwG MAN i11lA'E Y1Mi_cAn W 9P NXxIA11TDR CRMWH1R ua) ro1SmIAl31NpENY A4p,ALT 7'WC£x4'd SARI-, Zr a6.3C.ff THICKq�ETE PADAT EACH VALVE BDX FBERGt1.86 MARKER . I1r�' TaP W YAtt•E II)s CONSTRUCIFD IN PAYED AREAS ITYPE 9 I wTERMPINO VALVE NOTES: W. 24•T Z THICK Fill E PADATEACNVALVERDX - NEW RAIN �-- I _ /� _� 1. VALVE BOXES SHALL BE CONSTRICTED PER MMDFACTUR9iR ePEOFiGTUNN. OO/STRIICTFD WIfPAVEDAREA8(TYPE PI �' _SUE_._ 1g ' /e'IM VYAH BI 2 NLVpLVEBO)OSSHALLBEB4¢FTI9CEWTYPE ANO.NOf RESTONTIEVALVE Jf WIREPORTBOX"TO HOUSE TRACE N •.: •-,•,-. a WREYMIFICAsr RONWISroBE P z i 'hTFIC1T CII8,•U7H _ • _ a����II 3 ALL VN.YEBC1T65HALL BE STANLF5691EEL WRFIfRA95 NUTb. FgOWDEDIN UIPA'IEO NtEAS(ttPE U) TO FU�PSDOxN YTWEOF 69iVICE � ��►T�� i `i 'n �T fi' 4. VALVE YARIER6ARETOff INSTALL®pDJNENTTONL VALVES IN RGgNAY LpE RCA IVY- v[AnU 000 UFypAVEDAliEA8A901RECI®BYIRNUe.(SEE ORHWING, W,I,FIO. VALVE IURIFA) Y•I"L/" "ILL KL R4:E JST NDN VALVE ®1(lD Z __\ -DEPTH OF COVER ROCK EXTEND 1 (6EElRAWWG NSA, NOTES 6 ALL VALVES REODUff STATE PLANE COORDINATES \ r NOTE VALVE BOX PADS NTHE PAVEMENT FINISHED DE •. TAPPING EVE ACO� 'e'er WTAPWTHRLTERCLOTH S. TRACENRE IS REQUIRED, DRAWING M.M-14 MACEVARE LIETNIB) _ DONOTHAVEWREPORTBOESANO 316STAINUMBSTEEL �'SKW �! �IyIOLOAD RVATI G� ]. BLUE REFLECTIVE MARKERS(RPMS)ARE TOLE LOCATED N NIDVNE OF ROADWAY FOR DRAW INDICATORSAS SHOWN ALLHYORNJTVALVES (6EEDRAWNG,M.VA1•FIREHTYORN &VAWLOGTIOtM A . i PLAN VIEW TRACE WRE� VALVE BO%STABLITER a REFLECTIVE MARKERS 6HWLNOT BEPLA®wBNE LME9. _ �^5T: q 1NFINLVM� ��EKING U. VALVEBOIL LOGTEDNPAVEMTMBH MAMINIMLMNL66.W71HAMINIMUM@' � h) �j(J P VALVE ROX �.---------- A LONG TH4TGT. 1203 EaM Krnnedp Boulreud OGEj GTE VALVE - 10. VALVE BmN 6FNLLCOYRYLMHN FOOfSTAN0ARD8 AS APPLICABLE. 15 Sw. 230 O tt. VALYEEXTQNSIOI�SOVERWREOURERCLSENGINEERNGARROYAL T-Im, Florida 33602 12 VALVE SPACING ON WATER MAINS SHALL NOT EXCE®1.pW MAXIMUM. BRASS RDIOATCiIEKAMIRq SNAIL BE FL1-3H WITH TOP OF %��'. IP1: 813.43IA770 Mi. FITTING N VEAENT WM AND SHALL BENE'T SET INCONCRETEOR DRIVESANCHCt®I:S13.443.4211TYPEI PLAN VIEW �`�°°Pry +FL CerI. ofAulh.Na. 27B69 VALVEIX xX NOTES: T TRACE CURE. 246011NE 1TeERAe81lAICATORBNALL FtlCEOVERFIFEATVALVEIDCATDN OWN TlLIIN _ FINISHED- (SEECANNINGM-4 SE RUSHHNTO 1. VALVE BpNIlD581MLL RE PANTED: BLLE-WAIER FIRE Hrca+uNHs-Rm ELEVATION PLAN p f NEW MAIN _ N� TO MAINS MEGN RELSEMANS41.11PLE 9■ IXI5ING MAN y f 7�4 '�.\ RRIE-BRONN I•� �,L� A \. .:. 2. IN UNPAVED AREA8/6EE pWVANG Na MS. ttPEU)ABRAB6 VALVE ADICATCRBro BE NOTES: TAPPNGRLEEVEHWfANARE PT,OVDED. NTH ENDRAV®DIAGRAM OF VALVE Ll7DAT10NAND DC-SCRIPIHON. ®e FXAYPLE t MARKER IT)BE PLA®PERPENDIOX-AR AT A SIT ANGLE TO ROADWAY AND DIRECTLY OVER a sA 310STANLESSSTEEL y ABOVEIINDIGIORSNWLBE FWSHNTMVALVEPAD. WTBEPPE.AD)ACENTTOVALWASDRECTEDBYNWUS. ® O r I VALVE BDID(LED LOCATED IN PAVEMENT SHALL SEA CAST IRON STAY41UTCOVER, MINIMUM 7 MARIERTOLE USMAT ALL CANAL CROBSINNANDAS ORELTEO BY RCOUS. l ELEVATION ORBVMHH . AMNILNMB•LAMIGTHRMTMDBIWLLMMAIiIEOYATHRN6®tETTERA:1kATER•. S RTOSE PA6WCONTTONRT ACEDERNANV-ERFi7RCENNNMAI VALNWRE-WN L TIEIYER', TEME', C4 FEUSENATEYASAPPLM7ABlE. VALVESANDBRINE VALVESASDRECTEDBYIRCOUS. ��0`��` • `G 1" i '® �. WIREPOR"MTO HOUSE - 4, VALVE BCXBWLLL COPLYNTIH FDDT STAND4RDSA9 APPYCABLE 4. uLMTENuroSEPFRUiC011RAPPRWEDWATACTtIRERBPRCOII WT. NOTES: p a-•�: • (� A TRACELWRE(�6 APPROL'® TYPE II L NOVALVEPoNOSAREro�USED. , MARER681WLBEPANTED, BLYE•WATEN 1. NEWMNSHALLSERESTRAINEOPEi IRWUSBNGIN�tNG.THRUSTBLOC(ON MMLFACTURER6'PRCOIICT YNOAYm AtIN B. INTYPE4PAVEDARENT THE VALVE BOXPAD TOP ELEVATKkISRALL BE EVEN WITH THE ROCK RED -FIRE HY(RAM@ EXISTING NAN AT TAPPINGSLEEVE LOCATION MYBE REQUIRED LIST (RRApETOALlDWl1O1H lAYE18OFA6PIMLTro COVEHITHE VALVE BOX PADVNIHTHE FIML -FORM MANS 2, uLMTERMLSSNA MPMIRCWSAPPROV®MANWF URERSPRODUOTLST. ELEVATION ASRMLT DYER FiU6M WR11TETOP OF r1E vuVE SOX.(6EE D,MWING. M.LFa vALVEAM PURPLE-RENSE MAws 0 IS A71N550, P.E`� BOX �TARJ 1RGNa-ERNE Y � ! FL 6. 64085 • � _ INDIAN RIVER COUNTY TAPPING SLEEVE ANDS INDIAN RIVER COUNTY VALVE AND BOX uw.P INDIAN RIVER COUNTY VALVE AND BOX DETAIL INDIAN RIVER COUNTYINDIAN RIVER COUNTY .� DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF M-6 DEPARTMENT OF VALVE BOX PAD DEPARTMENT OF VALVE MARKER "" ' • .: UTILITY SERVICES I VALVE ASSEMBLY M-5 UTILITY SERVICES DETAIL M^ M-6 UTILITY SERVICES + NOTES r-. A UTILITY SERVICES M_7 UTILITY SERVICES r M-10 T I OF 1P ROACW%Y 1P EDMCF FT__ PLACE MARKER BALL DOUBLE SERVICE FL Ow SINGLESERVICE j '1 PLI.LBING GONH'NA01°"REBH°la°ELF p � � i PAVEMENT l IN ALL METHR ®XE9 5 FOR PoBERAIDCIFJNI(1lR IONS A ua r ••T• i PAVEMENT TYPICAL PROPERTY LINE •'1` L/ :•.,! Y,t..; f >' _ STANDARD MB VNCiEB _ TOBELOGTEDINTHEFlELD Y FOR 6FV.ER LATELUB ALLNST FwGr'LLeTH Ire � rt� 2Z YINIHUN wNEi-, : PT EW MFINISHGRAlEETAPE I>M WYECOM 0• - NDENMR OTRNIE a`IN6TALlID ft4' JYELIL!'MINMU0.0CK BASE +•�..'+I'?PPLP) BI REQUIRED P i ' HWF-HrtCH AT �CCIdTINLICAYIOHTRAID® COMMON_ - 1, �R�A6 �.w x ! RISER '_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _' ELEVATIONSERVICE YCETAP DE ILA P WEE IY I GL CF6EWERM Np mIM7Io®vYTH \ .; - - - - - _ - - - S �!ELXMINERCIAL Gk,TF RTNO11MFd9OTHFJiN18E r 1118ER HALFIeTOA AT EACH U5, Tv�WYERESIDFNTIAL APPROVEDBY IRC016 INBTAYFqv STEEL C ASING PIPE EIJDCi ALLFITTIIBB q fRHhFJt (S CEM•ENDSEALISEEDRAYWNGKI3DUCTILEIRON NJ. -I- !'IIICIASS62FIFE.:.f-'S !' 4 PLAN �fIEW DUCTILE IRON TO EXTEND ''.•39TRACEWIRE H1011SIN3 u @ Poi'' NR -�u "+- ---- ONELENGTHMINNUM ELEVATION - _ = - - �F- �" + �' ' V UNPAVED AREAS, 9FE O' fL.TfA,_ _ CAPoRERPPE.- STEELGSND MMMWI WALL PLAN VIEW • AVED AR Md MNe�NPAINTEDGFEEN MAT6,ERP NllED.. ARWID FfTNG6E ..V I I / ETCHCI THICKNESS SEVERH'B'FOR = LATD7IERAK6 � IRCDU6 RESPON6161UTY O� C 14r- ,; �. SIpEWAUA eTmcwto OXPWYE(IYP) b'BENDS FOR RISER POE (IYPICAU ` NF F � Z 1r�-Q]SO �-4. (SEEING I Ty fDAO ELEVATION L �(D 1FI 1P S a25D 6-N, HOTER ELEVA71ON RIEBINO GONTRACTXE G $ IT or a2S0 CONTINUOUS ND BIRANOFD - � I / �CU�N _ y � kTO OW WIT IE3POFSIUI£FIXtBEWER LITERALS !!� mN Y 1F n' QNS coFPET TRACE WINE �--},T!f I OF RD40 {Sj eEE 1RAWNIC.Ib. a-]A.BEWER LATFnALrvoTF9 0T -- 4C . 1T ' I I.�=� - a III s '4}T`,`y i°. �•�`�. .41 y INDIAN DEPAR7MENTOFm SEWER LATERAL RISER x i? 0.421 HAlF4NROA BEWDPACN BB.L W ITCHATEM]I w �, ,�."`ij, .t'!" t�.= . P e4' 'M ENDCFALLVALv6 n MINIMUM ELOPE 1/4'PHi FT 2% !Y(/..B'GP�" UTILITY SERVICES /DETAILS) ELEVATION -VALVE BOX DETAIL I USEGRFATER SLOPE WHERE POEEEP E NOTES: NOTES: 1. TRACE WIRE SR[Ol1REDON NLNFEB REOARO.E56 t1F ARTERIAL MARKER"U -o 1. ,FRETNNER GIANDSARE REWIRED. MEWING IR7ESH1Al1 BEADLIUSIECACCORDINGLY, 2 INCLLDEALLCO6T OF MATERYa AFD LABORTO VSfALL TtADE WIRE IN PRICE W PPE R16ER ANDCIHVDUT6N07 IL 2 INSTALL WINDS BY DRY -BORING THROUGH THE CASING. WHILE SIMULTANEOUSLY JACKING 3. CONTRACTORSTEBPONBUHLE FOR CONTINUO' THROUGHOUT ENTIRE PROTECT -ALL TN'ME CTM MPTHTOBEDETEFDNNEDIN THE CASING. TRACE WX£ THE FIELD AS REWIRED TO 4XAW PoRCURRY, r ,. 9. MNMAN TXE JACKINGAND RECEIVING PTSINA DRYCWDMON BY USEOF PUMPS MOTHER 4. A CONIECTONS6HN MMAOEWRHORECTBLHVCOMECTOR6. AVOID aMER UTILITIES ITYP) ELEVATION METHODS APPROVED BY RCDUSLL . S AMATERIALS ARE TO W PER RCWB APPROVED DU MANUFACTUERS PRODUCT USf. 4. HFNECEMMUY.PWADESHEETNG AND SHOTRwG FOR THE JACNINGANO RECENNGIN 8 COLC2ff TRA(EWRESHALL M, SUSEAt3R LATERAL NOT EN FORWATER. GREEN FOR SEWER, ANDFURRE 9ff ORAYAN0, ES -a ACOMCANCENITH OSHAREGUTATONS. FOR REC.NMED WATER. rrIY`l' INDIAN RIVER COUNTY INDIAN RfVfJT COUNTY j - INDIAN RIVER COUNTY 9GL�P�•�9DEPARSERVICES �CASIN DETAILS�TIONM-12 UiE1LPITYSERVICES J TRACE WIRE DETAILSM-14 DE rY9ERincesISTANDMARDL�ARTERAL 5-1AUTILIfTY1 Ii J ` (3)aCNEWLEEe PWC COMIU-m CONTROL PANEL lR®VIR®IIIIXEFORaSEE61N1dPVENT RET PREOASTiOP 6tA6dJfN0N6NRINC.NOMMETALLICGRIXR CONOOLPAN¢TOWEIWELL. LDGTIQIOCOMIR0. PANELroBEAPFRWFD BY IRCDU6.IBEE ALL.-MARETORE6EAlID O'a BV . rOONORIMPAD(TYNCAA NOTES: NSDEOFWEIWHL DRANIN(13.Ne.&10.&16\BITEPLPN49-160, SITE PLAN LgTE0: S1), 1� CDNGRE'fEOPEMNG iG fLr1LPETE OPEILNG p ELECTRIC SOME ENTRANCE: 6•I aSI k CONTROL PANEL: 810 A I�+tI / PAECASTTOP6LABYVOPEN.-OAR .- &ISAWMPMlATDNGEHERALNOTES:.I RI PRFAnOM R��L„ rlwN) 1 n Nb.PT - TIISM J n SHE XATCX DOCt.9ETON 1'NtAL3HRNK EIECIPICAL NOTES;-.8" 1gi NOTE a FLGTCON - I I •L 1. ALL SEWfliLATERUIL&(SNOIE OR DOUBLE) SHALL HAVER RISER PIPE OATH BENDS AS - MMo.3 AT tt ITI'P) .. ADE NOSMETALOGROUR �y,��' '.'�-T:.'••..; �.::. _': ." [ ^ =3No.5REBAR _ 1•® "` *"�` ��-- -F t "i.. . REQUIRED FOR SERVICE CONNECTIONSANDVWH A 4'O CLFANOUT AT GRADE WHNCREIE 9dIEDULE eDPVC3MNGBLEOOIJ[wlT To ^ � 2. CONTRACTOR SHALL BE RESPONSIBLE FOR RISER PIPEWITH BEND FOR SERVICE FOOIEfl �� NIRTItOL PAN¢FORTIWN6d10Ei 6ER/ _ NA �,I-VERT LONHECTIONAND FOR SETTING/TB bfYVE7tCEANOUT TO FINISH GRADE PRIOR TO WERN¢L LINER �-_ SIOPEFLOORro ORANr-6LOPERLLGROUT UNO REDVIAED FPUMP_o-r DYE) I HV.Ka-0.G1GRz ` PEIXIIRED IGEE _ \ Al"PFAFOOT TOCENTEN-I"T (Off-NG ~� MOTION WELL �� TMCM(iYP) CONNECTION. DBIW W &IM, .j btell XDTE 3o l J SANITARY SEWER LATERAL LATERALS SHALL BE A MINIMUM OF S IN DIAMETER. H"�� `�� 1 - --- - �. I rAcrwsTREIHFDR[¢D� r �.., 4 GRAVEL (an BEDDING SHALL BE USED FOR EXCAVATION ON ROOK BAND BEDDING I C � 4 p gF,c�TrOE'xBEMANu� �rmtU w _ � •~ A. ~- �� tv SHALL BE USED FOR EXCAVATION N SAND, (�DRAVAING,MDSS2.MDDFIEDSEYAER p �. - AOCpROANCE w1HA0TYCn5 I .I i w LATERAL, DEEP SEVER.) ., •+ tr IMW)arO STRUCTURES uSD :-, ALL BTMONRES 1gP $ ALL HAFGNMRE ITYPIGLI - jI BLDPE RtlORTO �' y(R 5. GRAVEL OM'I BED SHALL CONTINUE UNOERANDPARALll3709EWER LATERAL PI PE IWITN LOCO WASHON HpEPp+IrFWENTPIPE- I dUNAT 1•PBI FOOT �COIPAR TO Nft MAAIYuu DEH9m -4- i 4 SHALL N 316 IaEE&USA - iMA.WOO,EW. EF.I6T� INTO UNDISTURBED $OILAT THEPROPBRTY LME(SEE ORANANG, Nb. S2, MOpF1ED �'1--�`�oRAw q Fyn i- aTAINLHN30tDE8 - .-- P/• 1•.A• INAGT.DRMNCE WRHP/16HIP1p SEWER LATERAL DEEP SEWER.) � Jg A � I II' - PJOWNFS Bir�T rF rxvMaw �.-- 8 FOR RIS'ERSAND CLEANOUTS SEE DRAWNG. ND S3, SEVER LATER RISER. - •._. _ -_________iL I� M.e.BOC NOTE: 7 FOR CLII'A E IRSER. LATERAL CEAFlOIIT TO FNI6H GRAOESEE DRAWING, NA 53, ( I 1.9EEERA,-m.•46190.PUMP STATION N___ I % , GROUT CDRIERS-y 1 �...� .' _ OETIFAALNOTES. S, R ANDtAEANWTBIALL NOT IL=OONBTRUCfED WITHIN IY OFSIOEWALK HOLEFORr dPVBRf pAAla ) {.i �. A •_ r �LRe 21?PREFGReVEDJOIM MNTERMLTETE REDV`OR IEEE HEKAITTIITYPI , `. PIMZCaETWFEY PPEAND 00NCRETE di B MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER TOP OF ALL SEVER MAINS AND DRAVMIG614A r. ) ,:. 1 PME NO WE M6VA tLT ENTERNGOR 1 fJUnNOrHE VALVE VAULT NIDYiE1WEU. .LMCRETE IOOTFIt i-`' - a EICEPTiIXtIMRAIENTRPE6 SERVICE LATERALS LENGTH VARI6 : _ ... / _ /, i..4 IJ-NuKBFC 3.ALLIWIiDAMRENRTH LOCIINN6NER8)614LLL BE Nw6rdeM,a-rPWCVALVEBOKDRAN -� &'WALL TTIICINEBO (TYPICAL) �I'.; 1.., - T 9183TAMAEO65TIFL 10. ELECTRONIC MARKER BALLS,4"0, SHALL BE TAPED TO ek4' WFYE. 24'B¢AW FINISHED EACH VNYNEV:H FACE WITX•PTAAP 1F FOOTERITYPICAL) 1zl lyr STtIIF r'. _1f GRADE WE ja HIE-IIwRUETT RFE VALVE VAULT ropes Lux -'+r. L,eoO. e,W-E",- -I Imo,..-1rMw18TA•OTOME ELEVATION 11. ALL MATERIALS ARE 70 BE PER RODUSAPPROVED MANUFACTURERS'PRODUCT LIST. i; I9EE DRAWING &tU0 PLAN VIEW d� rIL11rLr 6'd'MrNYUMDU.J rplwl ODLIPACT TO 96%MAx _ Vcr YYOLLIYALVE YA1ALl SCHEMATICNOT INDIAN RIVER COUNTY MIST VEVAULT CRossSEcnoN A ECNEMATIC NOT INDIAN RIVER COUNTY CONCRETE STRUCTURE y `, ;o COMMUC7DFOR M SEE I DEPARTMEcn NT OF CONCRETE STRUCTURE �2 �m. ISEE DEPARTMENT OF I A PROUECTPLATffi UTILITY SERVICES DETAILS - SECTION VIEW A ' PROJECT PLANS UTILITY SERVICES DETAILS - PLAN VIEW TYPICAL VW5TPRMTER PUMPING STATION TYPICAL WASTEWATER PUMPING STATION INDIAN RIVER COUNTY STANDARD LATERAL I o � D DEPARTMENT OF NOTES S-3 UTILITY SERVICES W A ®NdE IEAFAFLE®DOOR WO1 6AF'TYGMTE aJER WEIVEI.LREd11RED PBi WCOU6 L31 SCMEDN,E 00 PVC COI WR8 iY CONTROL PANEL APRIOJ® YAxwAOTuewta PRmUCTLdT _ SEE DRAVANG CON11pL PANTO W£1YA31. 8811A1ROAllRE'Y/ETIVEIL NUHf .'_� / BVMOAi£TYCIWN6 BOTX HOOAIO�3M GENERATOR PW7EN07E2 ALLCOxCATBAI�roBE OFJLLID LOGTIOHDFL'QH.a`IK¢IDAEAPPRd7®BY PLAN "TER II2i, EMERGENCY AVELCCNABLEIMTCHCDERs W EOFWETWELL DRAWINGS,Ib 610.81aASTEPlAN6B1RIB, 9ITERAN ND1ES Sf], /. qP VENfYI(2)DP-47GP BBLDB HMdw1aEFORDOOA REINFORCED CONICRETE SLAB V 7HCK(MINIMIR+p F3J:CIPIC 6EIRVCEENTRANI£S-10a&1A, CONTROLPANEL;&1B6 (TRUEOWINTATId6SEE WYP6GndiOIXFRALrgTE$SODPWPSTATdN WTH3t6B6XARDNARE SOUR R(A. ilese UPPFA DUDE PWRVEW&11AYALYE PR BHWLLIWVE RN SHED ELEVATION OF PAD70 eEiABDVE NJIFDIlIEe0 PVC 3R'OGBECd1011R� DUTBIDETO TN: PAllllm gAApORTYe]16SB LOOGBfEHATCX DOlHt RHSHEDGRADEELEVATION _ ELECTRICAL NOTES' 3R1 OBIEwTOR HOIEa FLOAT CaRRas 80.Tea AwatoRs JS pAI IDESTYPICA OF rcX DODR-XINGEDSDE . � 'P -.. � _ _ . a VALVE VAULT ALL BIDES OF BAFETYDRATf OVOV6ETWELL �THl1 HIITCHOOCRNCTSHKW` GENERATOR ` 1 (R6SI1SIMSMLL BE PER IRCWfi IiI PUMP VALVE . �''.` - ._ ••F ,: RIX CWPLNG N y ` AFPIIOYE.ANIFACNRERB' FLEX COUP1UNG dpm-IIAIIM- 1 _ _ ^MALEOIBCDla1H.T 1' ,1• Jl PAO)UCTUST - lllB MIDI .PLWVALVE AHOOKIU4'A 1'31a 36)-� Ra GV. fLUPLEB IBRDIRE) CONTROL PANEL DOOR 1j,/�, HATCH DATE VAWE 8Aa6OC1ATm XAHOLIRRETTI , 4500'SBJDNDPE- P.V. I .YTEYKVEVMBdT SWING DIRECTION Ja^(TeM a (AIM HATCH COOP _ WITH edt SI1PPOflTPWPPaA9R CABFB-rBsvooL 1 PIECE {. HVV1E 1t686GVI0ETW� VV£T ` I HWGE)EOE� - 7 I SY(SNRUCtOR �L •P �{, A'0 d6CURGE PFR PUMP EOVIPoLDIT _ t l•11. MWRurrLCTUARRB �lA, !L T .•- .� `h q b'IwvdawNra �roiYdi F-`T: ,, _•• ,. nLP.FwGEMNN T•(MIM - Tr �w-TURNAPRON(TYPICAL) 1 99^^2a'"-_--"YID TOY MCaPRFNEfmTYmH - Q^^TT-r__Il ,,, /� 3tFasAx03Dww ¢EY•A• _ A.A,�1.;. '1. REINFORCED CONCRETE 4, 6F.�' _PVCYALtlEBOIDMINWRH �� BLAB4 CK(MIR. Ir! FIP,.a I� PTMPIOGT®rMMETYM31 METER BOX l B'WIRE MESH OR q - S3 A _-�- - - PPE-.mPd RS AO fJj]'j - TLEvA - �¢Evc RPeNa z��iSRgrFNPaY� E REowA1�31ess WATER 6ff7ER YW RPZJ ��___ , ` FlBERCRE7E (TYPI ' 1'pAlf~•1) \ PUMP OUT MANHOLE A .-ENT PPE 'Rr V !' - (GRNDEIR RIMP6) AND BRASS HOBEDW ` f•x _ � BF3JD (gIOMT180TATED80' r ¢ 'P RI8F31 PIPE FLANOESANDHOS E L MR PUMP SAME 7p BE SUPPORTED W! 1 �M 1186680LT5a ANOGRa HORNNP BABEPATE 2OLF MIU(C-SW 1D ,•' �'� _ _-- rareeLAArrO 5, <i/ ISEEtta.TrDY1DDTSaPECFaArtd.1 STEFLBTAAOHQN DATAFLOW70Wf3R DR-18 PVG(TYPI �ILMM \ti y SADDLE SUPPORT FOSFLOLL13E ATOP r BOVE MININxosW Nan I[ Ij VALVE VAULT R rc%Lmn ssrili. P, i Nam: FINISHED GRADE. "-•" 1 _ L ¢Ev'F• - R WM�xS&sl9ievlwAeuLG IwLEs' 1a LMIM HARDVIARE LAIN - - W a FICA 6EV •A•THflU G'1?I-• `RUED tl' ' fr : l BBEE dGLVwO Bit WN R1YP8TATW El1SIRRCAI LOCATION TO BE - RfOLARFD,RARrSDE RIX COUPLING-EMFRmOY ALL HAROWAPE °v ..l aEMEmENct'OEIIauTORwTEIl. APPROVEDBY-45'MNIMUA (TYPICAL) TO BE PAINTED el LL (AEGTRNNED) PUMPOUT (WITH,CCK y AMINEM)I.tYl'RRFTOWE000NITMATHOAL TORE PLACED IRWUs INFW@IT FIPE� yLUDVALVE U.KLl�316 �s �.s. "A < ^' eEit1'®RfA�ANDtX7ttRETE CR PPESEEVE ABHGHCHANUNKFENCEWITHA PLAN VIEW (PVC O3C) CNEIAt VALVE BfAHLE886TE¢ �(',}:{y'T3„�'c. PoRALL PPE& ENT0RwGOR B0RNGIHE VALVE 12FOOTDOLAAE VIDE GATE ON THE ( tiIATCX IIOdt-pxDED910E '?5.'!; �'3+ ELEVATION VAwTANDWETWELExaTPTFderNFwERTR WBYE IS 70 BE INSTALLED WHERE ALTERNATIVE •A• I ROM HATC10001t NOT6HamN a [CLTCN A,A e, ALLIMXDV4HEDVINLOCKVN8NER81 • REQUIRED BY THE IRCOUS sww. aE D1e BfAHAE98 srEEL SEE DRAWING 6-168. SITE PLAN NOTES w+=1 YYOWVILLYe VNLA.I LRIAYB.1Dl:r W N w�R IWeLuvNLvevNMLI BaEwneNOr INDIAN RIVER COUNTY eAuuTN2rroT INDIAN RIVER COUNTY o �N'T DenFon INDIAN RIVER COUNTY PUMP, PIPING &MECHANICAL V7 D INTEN]EDF�R I DEPARTMENT OF I PUMP, PIPING &MECHANICAL fA s; � NO 7RucnON. SEE DEPARTMENT OF SITE PLAN -ALTERNATE "A" p£ carsTRucrloN SEE I DEPARTMENT OF DETAILS -PLAN VIEW D crI PRo3ECTIPUNSEE I UTILITY SERVICES DETAILS - SECTION VIEW w € 3R01ELTPUT46 UTILITY SERVICES TYPICALWA37EWM PUMPINRGSTA71- (r r PROJECT PLANS II UTILITYSERVICES TYPICAL WASTEWATER PUMPING STA7ION TYPICAL WASTEWATER Pl1A1P(R(R STATION DOORBWNG ,-MOTORfDNTROL BFEAfTER TOAVRO WETINIM I ALARM STROBE ALUMINUM LOCNOIli EM6GEHICY GENERATOR PLATE owLW •seas�<I IaRIPBFRIRD 1'�UREAI(ER ALARM STROBE PUMP STATION GENERAL NOTES 1 G C1PAlDMINUM DRPSHELO t. CONTRACTCRSHALL T/ NEL�B6ARYPRCi'AUTKJNSAGAWSTFLOATanONOFWETL'YELL �k _; 4l auPPURr 4 e e - -• AULCONUNTLALLRrESHASNPLACE. e e 2. ALLCONCRETESILALLBECIASS AA (4,000 PSI FOR RREGSTANOGOODPBI FOR _ POST (rYPI .®I. .•. .. a r 6' GASTJIiPLAfE) UNLESS OTHEWSESPECIFED. 1 �eERV¢E' DNOCNNBCT w �'+ 1 [{ i 3 REINFORCING STEEL SHALL SEGRADEW FABRCATED"D PLACED N ACCORDANCE VNH NOTES: (3169TAINLEA93TE¢) �` ®' I J r ACICOMSPLICESMD94ALLSESIXA TIMESIHE BAR DMMETER NUMBER SIZE OR IS' METER CAN PLAN VIEW F3NCAAED Il-ll� L I i i MINIMUM UNIE&40THERVASE NOTEDISTAOSPL., TYP). 1. REINFORCED CONCRETESLABS•THICK(MINIMUM), SHALL HAVE A FINISHED PAD ELEVATION j e o 0 0 1. ALL SAD(FILL ARWNDTMEPUMP STATION SITE SHALLBE C]17PACTEO@BB%CIE MAXIMUM a ABOVE FlHSXEDCMUDEELEVATION. 3QEAR ZONE VARIES _ _ 3CLEARZONE_ [D�E 9(VA 3188TANLESB6TE¢ ® e F o e DENSITY. PERAASHTOT-M I i 6. CHAMFEREKPOSEOCDNCRETEEDGESW(TYP) 2 EXPAWSIORANDCONTRACTIONJWNTSSWLLLBEREOLRREDATWETWELL.VALVEVMILT I OORTROLTRANSFORMER EU%�P>E ', SKVA J186TAINLE86HTEEL Il WETN'¢L WPIL SHALL CONTAIN A MINIMUM CFA22 SO INAINEAR FOOT REINFORCEMENT. AND MANHOLE AS PPRICASLE. 316STAWLESSSTEEL J REOUIREDFOR46aAB0 TIME } I CONTROL TRANSFORMER AIARMBTROBE- METER CAN UNISTRUT BRACING C2 REOD STATORS METER I „•,.rw - , REOUIREDFOR463MMD FACHYWYTO THE BOTTOM. !. CONCREIESLAS WNSTRUCTIONT000NFORMTOAC318STANDARD n• I v, 6 I STATIONS 7. ALLPPWGAT THE PUMP STATION STESHALLBE RESTRAINED. SERVICEDISCONIECT _ & ALL PUMPS AND PUMPING ELNPMENi SEE IRCDIAi APPROVED MANUFACTUTEAB'PROdICT A. NATURAL GAS TO BE USED TO POWER GENERATOR IFAVAIUBLE 316 STAlILE95STEEL TERMINAL 7 - CONTROLORCUIT SEAL LEAN - £ I LIST. 5. LOCATION OF CONTROL PANEL PER IRONS INSPECTOR I CONTROL PANEL, POWDER ¢OIX RECEEPPTARttE fIR PK R METEER I 1 �' Gj Q & STAINLESS HE INREUL P/W CABLE HOLDER SHALL BE LOCATED ON OPPOSITE ROE OF WEM£LL IXSATED31866 /I► i FFOMTHE NRUENT PPE 6 CONTROL PANEL TO MEET NBC CODE 1.M.26A STANDARD SEEORAWNGS-20,ELECTRICAL GENERATOR RECEPTACLE I �nwo {� HlNaWFIAUTO �® •� i f0 SUOTANCYCALCULATIONSSHALL BE REOUIREDFOR ALL PUMP STATIONS ALONG WITH THE 6WATONE6 INNS RSCUIRED RUMP STATION CALCULATIONS NOTES. (2)aALUMNUM OR316 SPARE PARTS - MIXP R „ : m' ® i 11. NOUNIFLANGEPIPECONNECTIONSALLOVEO. 7. THREE SCEOLE ID PC CABLE CONDUITS ITT) REQUIRED FROM WETWELL TO CONTROL STAINLESS STEELS2H 10 y �� j li. MAINTAIN MINIMUM OF B'BE7V£ENANY PIPING, FITTINGS ETC. AND PRECAST CONCRETE SUPPORT POS'T(rYP) ���"F MOTOR STARTER W 13. FIRBRGLA68 LINERS SHALL BE INSTALLED ON ALL PUMP STATION NETNEILe AND MANHOLES PANEL FOR PJYA:RANSTRUMENTATON.OHE COTSXIR IN/'UPI REQUIRED FROM VALVEVAULT m SCHEIXILE BOALUMNUM S) DATA FLOW_ RECEIVING PUMPED SEWAGE, PLUS 5 MANHOLES IN EACH DIRECTION, OR LES aYEH 2O HP _ TO CONTROL PANEL FOR TRANSDUCER. ONE CONDUIT D•0) FOR TELEMETRY EQUIPMENT. C0NWR6[AEDVE GROUND) SCREWDOWNPADSFOt 0]AX , �� �'-y-y A� 3RLESS)HAVE30FI BOAT Ii!"'- 1/. ALLNNW WNHOLE65HALL BE COATED PER RWVSAPPROVED MIWUFACTURf3R8 ONE SCHEDULE 60 PVC CABLE CONDUIT CrG)REOMRED FOR EIECTFRICALSERVOE.TOTAL GROlNDf1AAP CABLE ITYP) F1"�' i. 3 � 9 BY-PASS SWITCH N7E _ 15. PUMP STATION CONTROL PANE.SHAJ.L BE PROVIDED VITHAPPROPRWTE UGHTNING BRIO BARE COPPHRVdRE OF FIVE(5) CONDUIT a ^` vV. ARRESTOR. VERIFY ALL DRIVEN GROUNdNG GIGS PER N,EC 25D.50 ANDSOADA CLAM. FNISHMORALE STARTM6IN-' + �rf �n STANDARDS), 8. A MOT HIGH CHIN LINT FENCE WITH 12 FOOT WIDE, DOUBLE &RANG GATES. AOR066 R ALARM SILENCE. - - - bd J .� -- 16 AN ACCESS DRIVE SHALL BE PROVIDED TO ALL IRCDUS MAINTAINED UFT STATIONS. ALL CAPACITORS ACCESSORIVES SWILL BEA MINIMUM OF 17 WIDE 49 LONG. FFENCEISINSTALLED.WNG t .. PUSH BATON I THE DINE I9 TO BE INSTALLED WHERE REQUIRED BY IRCDU6. 'ice , rC':•' °^`IL,e BATE SHALL HAVE AIY OPENING ATE SPPORf - V4 NS O, S. DATA FLOWTOWER FOUNDATKUN TOP SHALL BE WABOVE FINISHED GRADE. LOCATIONTO ' 1 = 5V ,w T ® �® B ® 1T. ALL PROPOSEDPRIVAIE STATION OYM/EPSARE TO3ON AN AGREEMENTAOWOVMEOOING T IMAM ' YQ 9000 P81PWIi®AGAIN3T ---"• - - I 1P BE APPROVED BY IRCQI.9 ( + Ryf y ?C+ VNC6NfieEDS01l � 0 pSNEf+hTOR I STAT�IS�TO REMAIN PRIVATE UTSFSB SUBJECT STATIONS CONSTRUCTED TO IP(VU6 L •,. - 5Mi0 s 10 LONG COPPER i J1 RECEPTACLE j .g 1 / •1 DUPLEX 1B. PUMP66HALL BE DESGNED TO PROVIDE MINIMUM PUMP RUN TIME EQUAL TO HALF THE 1Y MI S + W¢D OROUNDROD TECEPTAOE i CYCLETIME J' .•+' A :: gy;'i TPVC TII� PO'.YRUBHR IrI ti yMTN It jI }I f GENERATOR 19. LIFTSTATIOAI NE1VvELL FORPUMPS SHALL SE DESONED FUTUREMAINTENANCE'CLEARANCEOFTf31 FEET OUTSIDE OF ( L(U CONOIIT-ALUMINUM GROUND FAULT r RECEPTACLE CONDAT70 PCAERm SCHEDULE 80 PVC CONDUITS ,{. OR 3163E MEYER INTERRUPTER LI L66111 20, ALL RE-PUMPSTATIDNSSHALLIWVEB"WELIDORWNTROLVWEMSMR MIREDAY Ism GRAVING&16 OR (BFLOWGROUND) MANUFAGTIURERANDAPPRWmBYIRCOUS. SIBA SITE PLANT (SEEOMWNOSS188 S18) ALARM HORN (4T , �` �• HUMBREOWREO --S' n 21. LIFT STATION IS TO BE LOCATED IN A DEDICATED UTILITY EASEMENT. SO AWAY FROM HOMES, WEARIER PROOF J- �f� PER-T08PECFIGTION3' ALARM HORN 3 p,,g�' Rff6R TO8PEOFlGTOM6 CUE-DE8AC8 ANDStkFACE BODY WATER. R9EH T08PEOFCATION3 WEATHER g p• �•' Y '�• SECTICNIO WEATHER PROOF ,.f �Q9 �" SECTION ICI 22. A SAFETY GRATE WITH STAINLESS STEEL(3100 HARDWARE IB REWAREDFORALLWETVL{L4, SECTION ID ��b' '� '� '� BUBMERSIBI.E WASTEWATER BLAORBCK W ViP' #' 46, BUBMEFSBIEVNSTINMjBi BUIRW 2SBLEW memTERR •Li PUMPINGSTATON 'tt 4T 'P 'P PUMPING RATION P6fiR tOSPSCIFIGATIORS FRONT ELEVATION PUMPING STATION '+`" SECTION! IS SERVICE 61RllOTURE LOCATIDN TO BE APPROVED BY 94CDU6 DUPLEX PUMPING STATION DUPLEX PUMPING STATION su3MIRSISLEW49TEMT111 SEEURAWNO S20, WPIGLWASTEVATER PUMP STATION ELECTRICAL NOTES SEE DRI+MNG A&20L TYPICALVVA9'TEWBTER PUMP STATION ELECTRICAL NOTES SEE DRAWINGS20, TYPICAL WASTEWATER PUMP STATION ELECTRICAL NOTES PUMPING STATION INDIAN RIVER COUNTY INDIAN RIVER COUNTY ELECTRIC SERVICE ENTRANCE INDIAN RIVER COUNTY CONTROL PANEL Ho. INDIAN RIVER COUNTY CONTROL PANEL �INDIAN RIVER COUNTYPUMPING STATION mr. DEPARTMENT OFSITE PLAN - NOTES w.:a IS- 6 DDEPARTMENTOF I METEPJPANEL BOX �„ I-- S-17 DEPARTMENT OF BACK PANEL LAYOUT av pla DEPARTMENT OF INNER DOOR LAYOUT IS-16 OEPARTMENTOF I GENERAL NOTES S-19 UTILITY SERVICES TYPICALWASTEWATHRPUMPING S'TATION B UTILITY SERVICES TYPICALWASTEMATERPUMPING STATION UTIUTYSERVICES TYPICALWASTEWATERPUMPINGSTATION UTILITY SERVICES TYPIGALVASTEWATERPUMPNGSTATION A UTILITY SERVICES TYPICALWASTEWATERPUMPIrGSTATIONw �1 Q � 3 al• r r - �y INFINITY ENGINEERING GROUP, LLC 1208 E. Krnntdy BDDlefud Suite 230 Tunes, Florida 33602 IPI:813.434.4770 IN813.445.4211 .immup.nn FL Cal. of AMth NN.2788Y zLL O � QQ3 W �.IIG W. SNaal 35-099.00 rr r oermrzo t66.9- 0 AS NOTED PUMP STATION GENERAL NOTES PUMP STATION ELECTRICAL NOTES PUMP STATION EMERGENCY GENERATOR NOTES MONINUE61 1. AMINIMUM G CLEAR— IS REQUREDAROUNDTHE ELECERICA-AREA. THE MINIMUM 1 fDU6N60EVELDPYDR6OFBIPMYOFE WI1831P41 PR0'YOE X,ICINIP OENEMTDt SEIE YDPoRYPACE REOUIRENENTSSHI ADHERE TO THENIATUNAL ELECTRICAL CODE(NEC), FME GEKIUSEAe REOUPED. OINDUItei SXVL aE NLWDEIµIMA1R0YMETI.MN 23. CONTRACTOR TO INSTALL PFRMANENTSIGNAGE VLITH CONTACT INFORANT10NAND SECTION 1t0.26(4 OVFRSNITCHIHATSENSE9 PW.ERNIERRUPRON FROMRENVN PPATRIOUICE BARi6 PHONE NIMBEAATALLIRCDIJB ANDPIWATEUFT STATIONS. COMRACTORTO A ABM•COINWIT6 LBEWSTALLEDBETY6 THECO MLPMEMDMEVALWVMLT Tiff GE1FRlTONAN0 N1FTSIXEPPAEN BUPPLYIOIMELFT BTATIONFR(IMTIE OEREMTW. PROVIDE SECURITY FOR PRIVATE UFTSTAMONS PER IRCDLS PLANS REVIEW. FORTHETFMNSWCER. 2. IF LES4714N2001DLE6ARE CDIATRl1C1®wRLLL1Y.8m IN F11NNE gM8E8T1E SECURITY TOINQUICE. BUT NOT LIMITED TO. LOCKABLE 1VATCHCOVER UDS FOR THE 3. THREE (3)SCHEDULESD,2- CONDUITS SMALL BE INSTALLED BETWEEN THECONTROLPANEL BUIIDdR192m N0AEe IJEGAEATER.AN EYRRGENCY(8E3LATORYRLLBEREOLMED. WETWELLANDVALVE FIT. ANOTHE WET µEll FOR NOt PUMPLEl1D, NO.3 PUMP LEPD ANOTHEFLGT6WITGEG. THE PUMPING STATION S/Yll BECONSIRUCTEDVATH SPACE AVAILABLEFORAN 24. CONTRACTOR TOCONACT IRCDUS INSPECTOR PRIOR TO PUMP STATION 4, ALLBURIEDCONWITSMLOE90HEDULEmPVC, ALL IXPOBEDCONDUR OHALLBE U%RGENCYCfT03iATORTOBENETALIEDVlI MMOLESARECONSTRUMM CONSTRUCT] STAIMES5WEEL(3M� MWUA WNWRTOSESEKID 6, IRCOUY WYCONNEmAWI1IOINL DE]ELOPIBITH MOA HROPOSEO PIIMPINOSTADON 25. SEE TYFRCALWNSTEWATER PIMPING STATION DRAVANGS, 9-14 nS-1M PLAN NEW 5. A MASTFCOATINWOREd11LEDVA037EPMEL POST ADAWMNUM ORSTAINLESSWEEL A MAYREOUREAN EMERGENCYGE/FPATOR (116)ODNDUITSW INIXREOTCOMAWRHGONCRETE 4. MTIRAL GAS TOBEUSEDFMPOWERW/@IAV LAa E. ANO ORAVFINRR.B-156 S131CR088 SECTION WRGENERr1L lAYOmOF WETWELL a THEMDNTROLPANELDWRMUSTOPENTONAADTHEWETWELL 5 [iEE SECTION I>EN(iINE IXiIVENGEVERATON SETS FOR 3PECIFIGTON6 AND VALVE VAULT. SEEGMWNGS-1q6-18AAND 8168 FOR TYPICAL PLIAPINIG 1. EUECTR10MF NESHALLBE3PHASE GTATIONSITEFLANGENENALLAYOUT. BEE OPAWINHGS B-17,S16.61flq S-iBAND B. ALARM HORNSWll BEBRAIW TO PREVENT LFNGGE, S-184 FORELECTRIMLDETAILS. I. NNTROLPANELB MMN PROVEDBYIRCDLSe MN8TALUTN]V tJ NwfATABLE M STRUCTURE DIMENSIONS WAY VARY UFONAPPRUVAL BY THE RiCOUS ME TO lo. RAH'EBT08ECRONIOPoRP WIWWATIONYPECFIMTION6. BUOYANCYCOMFENEATDNOROTHERREOLUEMENT6. 11. BOTV)NOFCONTINLPANELTO SEWYOWABOVEGRDUND. Am'1 GPM 0 r. GATEVALVETDEELOCATWATFORCEMMNJUNCTION. 12. ALL IWDWARE AND FASTENERS TO BE WAINL6S 6TEFLPIW. LIrN FEET 0 2 0. STAINLESS STEEL010) UFIING BAILS SMALL BE USED FOR PUMPS IN LIFT STATIONS. 13 TOOLS AND SPARE PARTS ARE REQUIRED (SEE SECTION 10.051. •• 20, GRNDER PUMPS SHALL BE MAXIM OF5.0HP UNLESS 0 _RAIBE APPROVEDSY 1<. LXXJIROL9ANELSWYL N(J:T THE REdIIREMENT60F SERVICE ENTRANCE BY PROPERLY EFFIOEN I % 0% IRCUS. BOIJOONRWSHALLBEULSEOIIOEENTMNLERATED. PUNPINGUPAI]T(' GPM 0 30. ELECTRICAL CONTROL PAFEL(NEMA 4X, POINOER COATED316 STAINLESS STEEL) 15 COVTROI. PANEL 814aL14VEAMTAFLON,Ra1TW4PASSSWROI. mNomOML TWALREADt PUT 0 SMALL CONFORM TO PUMP MANUFACTURERS B SCADA SYSTEM REQUIREMENTS. 16. THE MAXIMUM HORSP074M RATM FOR A 120.0SVOLT VMBTEIMATER PUMPING STATOR EFVIaMa % M 31. ALLWET V,ELLS SMALL BE LIED. SEE SPECIFICATIONS SECTION 10. PANEL IS 20 HP. ANY PUMP S� GREATER THAN M HP SHALL HAVE 40 VOLT SERVICE AND 32 AILUNET YVEL61SDES OR GREATER THAN 112 DIAMETER MUST BE APPROVED BY BE DESTCNW BYFH El16:TMGL ENGINEER PIMPING WAON GPM 0 IRCDU6 ENGINEEJUNG. tT. THECONTROLPANR flHALL BE 4%NEWA µERE PONIHR COATED STWNLE996TE8 >6WNa1AY I TWA.HTAD FEET O -PUMPSHMLLOPERATEBEIWFEN 1B. AWATEp lHAALELIINE NYA)WIIH PRES6INEMACIFLOWPREVRITEt,WATER tONXRON EFFlDENLY % 0% PR_RYAIDSEc B POTNTS 33. OUFTSIFAINTEE WALLS 714(2) N COATE EOFVVERBASE EPDXY. VALVE BOX 6IMlL BE MELEE ErRAT EBGBLSRE0U1RE0. N0. ODm-0 PAINED WITH(AIWQDCATSE OF WET BA6EEPDXY. IS ALLPENEV HOSEBMOELECTHIC ODNIWOL PANEL REWRE METER XUBS CORROSIVE IMPFMLA UNDIES P 34. ALLWJWJAREMBE318STAIN.EWOMEL wiBLNIE V.1LLNm BE ULOV.ED 35. PUMP STATION POWER SUPPLY FROM FLORIDA POWER S LION ELECTRIC POWER ID DISCONE BETNVEBl MEIII2 PMTOWM6WAINLES66TEE.WWUS.4BLE MGYS C(-00 POLE OR TRANSFORAERTO THE PUMP STATION ELECTRIC STATIONS WITH GENERATORS SHALL BE FUSED AP.µ Woo PANEL SMALL BE WEYLDED ON THE RECORD DRAWING. 21. PUMPWATCN CONTROL PANEL SHALL BE PROVIDED WITH APPROPRIATE 9AMEP. H.P. 0 36. PAIN OUTSIDE OF WALLS, UNDERSIDE OF WETWELL TOP SLAB AND VALVE VAULT LIOHTNINGARRESTDR VDRFY ALLORFIBJ GROl1NONGGPoW PER WTH7WOCOATSOFWATER BASEEPDXY, NEC i5a.56AN MMTESTSTAHDARDS H.P. .0.0 FLOAT CONTROL SYSTEM DIW FEET 00m 5t£OMWNG &USA PUMP, PIMNGA AANL 00m MECHANICAL DETAILS -SECTION VIEW, TE M'd aPK m FOR GENERAL ARRANGEMENT OF FLOAT MNS. 00D0 CONTROL8WITCHES M.'A' am ION mv.-SV am REV. Y am j REFER M_U&P_ FICA s BUY. 'DY am SECTION IO REFBt TO SPECFIGTIONC EIEV,'P am REFERTOSPECFICATIONSj SLPoMFAIaENN8T61MTER SECTOR IO AL��IIMSGMLONfLWAION EIEY.'F 0.00 BECTON'. PUMPNGSTATION 6UBMEfioN YVATEVy,TER BOTIOBIOF WETNOL M. T, am &ONES= MMITBMMTER PUMPNGSTATV.Y1 vLNP NANUACTIJRFA PUMPING GTATION INDIAN RIVER COUNTY PUMPING STATION INDIAN RIVER COUNTY PUMPING STATION f INDIAN RIVER COUNTY GENERATOR NOTES & II DEPARTMENT OF I GENERAL NOTES ..�1S_19 DEPARTMENT OF 1 ELECTRICAL NOTES a S-20 DEPARTMENT OF I FLOAT CONTROLS IS-21 UTILITYSERVICES TYPN`lL YM6TEN11TDt NMPIMi STAIXXi A UTILITY SERVICES I TYPDALVPMfVMTERPUMNNG STATION ii UTILITY SERVICES ttRCALWASTEWATETt PUMPINGSTATION j CLStOMEtIEIIPNMBIfYLRY METER BOIL 6HNLBE MIDST IRIGHTOFIYIMSINLESS ' THENVSF WAY, UTED B mTEmm>,�oRFCL®eY IRWIAi 3 RRE0 1e GRADE 1 FIAVVFl gLIVATE+....> RENOENTIAL UFrsrATIW (SYOTMER3) IRCOLO RFAPONBIBAfR r� METER B6(WILH F6)BEGLA88 RENFIX4CED f FOLYNFR FRv)CONCRETESWOHEAW Il DUTYTRAFFIC�MNG METERSDXID RRESI, S SURFACE OF SI-Ol'AMOS6PJffEE DRAWNGWHI TOCHEOt VALVE FITTINGS � g \ e SERENER-�� ` BERWCE IXE ELEVATION NOTES: PRNATEPUMRNGSTATION69XM18EAPPNDVED BV IRmUS. 2 PRNATECK CONTROLS ANIN0.LDMPUMP,ALL PANEL ANE TOTIff MEIVHi YETERB016 CONTRmSANp ELLOTRICALWNTHOLPA186HALLBE CONSIRIICIW BY THE vATJ92 AT IO D bEIL9E ro IRm11S. 3 DAMBR &HML BE R6PON3BLE FOR STATION. TA590CMTED µIRE THEGPEMTION MD NAXRT OFI*I OFAPRIVATETEPUMP STATION 4 WNFFROF FROFD,4W ORNATE PUNPNG STATION 8IMLLSIGNAN AGREENEM A WgYAED31N0 PUMfltD STATION S TO RENNIN PRIVATE S MANUFA TE PIALNo4G SfATIRRWURMEMBNLLBE PER IRCDSAfPROYED lWeIFACTURERS FRODICT UST. n TOTHEFWOEMAMWITHMPNGSFATICNBM ASCENT PRIMAT PUMP STATIONS TOTIEFORIS YAw WRHA4-CARE VALVE REBIDEMIK PRIVATEFVMPING STATIONS BWLLMVE A2Ta6ERVK£TAPCONNE.TDN WRHA29 CORiPHTOP. INDIAN RIVER COUNTY I FORCE MAIN SERVICE DEPARTMENT OF FOR TYPICAL PRIVATE I S-22 UTILITY SERVICES PUMPING STATION_,,,• FMERGVdSRENFORCED POLYMER IFAP)CCNMSTE UO- WTIH SMD RFSIETANT SURFAM 11/2'OPEXJI UFJR VANE F- _ - 1. H1aESSNETAPS INTO THEWATER MAIN 910,LL BEA MINIMUM OF IC ON CENTER HINBEO CtSf IR47 METER e-O�1tw F�pA' - - (SYOTERS)) 2. ALL6ERIIICE3REWPE%NWINUMCINER 11 Zd J 3, NINIWMSEINICES�9WVL NOT BEIE68111AN 1-G. OUMI. BEMICE68HALLSEA _ _ INNO MINIMMOF t X' 0 TRIREMRVICESSHALL 1E 1 MINIMUM OF 2'0 QUADRUPLE FRONT BDE OF PETER Ey�I NEAPDUTY.90LIO PETER BO%LS LSERVICE DWI BME:.BH/LL HAVE NI E£RVDES 6HMLL IRE APPRINEOBY IRCDU3. SM W-7ANOTE7 I lAlOBSTi6JCfED AO.�AB 4. 1'Bn 11L'M LONG 6EiNItf6PEpIRiEAYMWIMUN LD CASING SIEEYE YBLWG RADDREADMEFEII BOXLIDMAY '� TMU 66I 3ERVICUREGUREATMINNUMGSNGSLEEM CA&NG SLFFNESHALL� SE flBIUNED.6EEW-TA NOTES 7 ROW LIVE tLl®UIE.F.VC. SERVICErCUBLOABRPIPING 1 U'T�-� `il_ FS-E I (MIN _• S ALLMETERYY00R 6l1ALLERSMLBEWWLIMD DNSRUI®BYRCOU6. ALL n- r• - �. - n OTMOT�S) METER9 GREATER TXA11YBiI1NLL RESUPPLIED AND INSTA l cn BYTXEOEVELOPER FLAN PROPERTY CANER REf3i TO APPRW®MWUFMTURERB PFiOWOT LIST FOR SINGLE SERVICE Q h$ NETERSGREATFA IHANYB - � _ _ CLEAR 2LIMIE I e PIN LOOS WITH PIARiD WIT CAP6SNALL fiE PURORA6®LEY THE DEVEIDPHR TOP VIEW I CtENiZIXE FOR NEiHi EppES. FREE dIXR WNTRACIORAND SHALL BE INSTALLED ONALL LOCI NG CURB STOPS INSIDE DUAL SERVICE AN METER BOX WITH LID METER BUISET FT1bTI VATH FNISH®(FRADE OFY[H3EfATION OTIERTHNM eGD METER FlNISIFD GRADE METERaOx8ANPLNGPONTSORA WATER BMEASDI 2CTEDBY IRCAWERVICE0NNXIOSATTHETIYEOF u Fl6E RATE REMOTTOMMLYMERIFPRI RCDSMAYREOURE- I� fY F _ - C1FAR2CNE £ ACTNATWGALLWPIiEtMMNS OR AT ELICIT TIMEA6 DHEDTEDBY IRCOUS. TOPVIEW' fANCRETE,OPEN6mrON YEIER 60X RMDORE4Du0 4_ i CDRR6Tl1PB8MMl1 EE TXE 3,IME80EA5IIE MEiHY9TRATARE N3TAl1ED. r•„ _ I I - I '\� 8. TMMWRETOBEWVAUMASPERDPAWINGTW,IM4.TRACENRREDEfAILS, S. Pl/,tfAfElEC1RONIC AURMER flAl1IN9CE BORON OFALL NEfHN BpiE6 If FRONTSIOEOFMETERvoptoCSFouERgpryp(gYoTH"INOBSIRUCTED12 ALL METER BOXES TO BE PER IRMUS APPROVED MANUFACTURERS' PRODUCT LIST. PEYA I3 FWw 113 AN UNDB6IRUCR®CIFAR ZONE GFGaUIR®ARDIIND TILL METER BOI[E6 (SEE wRR Iw ` RFftopurry MIX: DRAVANG. No. AVBA) + O­ LINE aEAAzos _ _ C MARIEH BALL INSIDE BOTTOM SINGLE SERVICE OFALLMEVER "O"s SECTION VIEW ELEVATION TOP VIEW SEEORANRQNA,VWS WATER BEIWCE NOTES. SEE DRAWING, ND W48. WATERBERVICE NDIM MEGRAWA ,NIP W48k WATEB SEAVICE NOTES NOTE T2 INDIAN RIVER COUNTY WATER SERVICE INDIAN RIVER COUNTY METER BOX IX INDIAN RIVER COUNTY METER BOX INDIAN FIVER COUNTY METER BOX DEPARTMENT OF W-4 DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF UTILITYSERVICES I NOTES J B UTILITYSERVICES I TYPICAL BOTTOMI W-5 UTILITY SERVICES I INSTALLATION �.. W-6 (mLITYSERVIces ACCESS FOR R FITTINW RHALLBE W W lEBTPONi FORFIILLFLOW SHALNG VALVE PAOTO BEOONSTRUCTED AFIHt WATER ASSEMBLY EN REAMED Fl.VSHWG WIENERS WS BEEN RFJROVED FlDN E%13TINGOR NEW GATE VALVE TERNINK/MITEVALVE - - PLAN VIEW 1 REIX113DNREV -.. _ B ITHRONFREYEMER (RPL) o FWI8IED GRADE µIRE RGNG STEM GAIEYKYE6 ' 06 . 1 TEST s 1 FNSHW erM. Ex NEWWATFRRTHE BE FLUYHEDFORTHEHATPIN LENGTH 1�Y66T BF1OW f\,', EXIST-WATER-1. ELEVATION SST �OTJ nl3,r }la-Uv-�r- NOTES (f REDUCER AS NEEOEDTO TRANSRNN FROM SERVICE PPETO RPL I. AR-SOEFLUSH IS1XE ONLY FLU>bHINDMEIH00 APPROVEDFW MAW,-FRE ��E ELEVATION SERVICE ENSURNS AIDOFDNm NCFED(VALVESSHALL 8E INSPECT®MATEBTEDro EIEUNETHAT NDFORRDGN OREm81NPEDE IXE FLOLVCF IA'AIER.FW DETAILS W LREiX11NGeEE pRA111NIW,NP. v4l3 nW-IaA (ff11FORARYJIMGER DETAIIBL NOTES: 2 ARRESBUR uPwRE uSMALL INyFALLL BELMREAAI OFTIE FUJ6IRING POIN. 1 ALL SUILDISWNTIAL, A ESPRINIOERYYN REQUIRED ODMMEiAML SINGLE TNEBBURE L NECESSARY SHALL T RESTRAINTS, FALL BELOW cM AsL FNALV RESIOENTVv, MID MULTIFAMILYARE REtTUIEDro NSTALLA LIRE AS CHECK 8 PNOVIOEALLNECE9YARYEW&INSl1CHJSMEOAUSC, ST1PMNEDJOIM BACNFLgNFREVEJTER VrtIHAREgILEO FrE6YUE2UJE IiPL)FFJrtIIfEAB FNRINE65, OR pFTRRWEDEOVALIN ACOOpDANGE WITH PCDUSCOWSTRUCTIQI WT6RMINED YY RC0113. BTAVDAROa 3. ALL 4ENT F]RALLFLI6HNAmNRE6 ND SHNl. a. FAWSTEN8OR5M6It- Nafa 6LLTULl,EC,6MAW(ORACERRTFIOAT0XNIKMA} YB OPERATEALLEXI6fPNG VALVES. NSTALLEOONIYAFTEA BPECIFICAFPROVAL Bt' IRCOLl6. E. FORIRAM9MI65WNIMIN9IYGWOREATER,'PIG6INT'In REQUIRED_ 4 SUPPORT BMOOlA'N FREVENTER FROM FALL•FRET]UWED,IMIN APRIViED RF£ 6 MANARD V&w.IECIIQ4 FCR FL118MNG 6WM1LE 34NEDMMEIER PIPEASTHE REV/ SUPFORTl.YSTRCCUSE 6FPWT6Y6>E.I SWMLBE ELS9, COFFER OR D.I.P. A9 MAN AND VALVE. APPROII®HY FlfllUY. > caRRAcrW FLUSHING MAINN OMEE THE MVNBTERF RCOUOMRJ3TREAM 5. PIPING2X-GOR(iEJ,TER 6MMLff FIMNGW DIICIYE ROH PIPE CFEXITRFEDJRWGFLUSHNG H MAW TEMPORARY FLUSHING LNG A8 EMBLY"S 6 RMS SH U-BEI W87BE. CERTIFIED APFNOVERTEDD AAN ANNRS VASISI Tll3T ALL m B VABRFLISHINGECWARETE THE TEMPORAA/'FlU6HWG ASeEF®LY BHLLL BE ]. RPfS9WLeEiN16PELTEO, CETRFFIEO NRO RBORTEDONMN ANNUAL &I6161N NENOVSPECTI IEGARE USIS REWIRE BEFORE, ACCORDMEN WTfHTIE INDIAN RIYERCOLYRY CONNECTION PRO(itAM U. HELD INSPECTION BY IRCWS IS REWIRED BEFORE UfIUTIR ARE ACCEPTED. REQUIREMENTS. REDUCEDPRESSURE INDIANDEPARTMENT I FLUSHING CONNECTION I w-9 IND���FR oa I BACKS OWRPPR EVENTER 1W.11 UTILITY SERVICES r RPZ BACKFLOW PREVENTER r BALLOR GATE Y METER (SEE VALVE CRYPT r - Y SALLOR GATE VALVE (TYP) YV-13 A, NOTES l� ` f � ` (Z) DQ LEE FOR SAMPLE POINT PRESSURE PRESSURE GAUGE GAUGE P FINISHED GRADE D DORp g!r + € OORP STOP YI ((TYP)) P ICORPS v' GYP) (SEE SIDE VIHENp;� FUrW j yp;.t REJN VALVETO BE �NEWWATERMAIN e. .l CLOSEDANDLOOKED Y SERVICE SADDLE • 2' SERVICE SADDLE SIDE VIEW EXISTING WATER MAIN 3 ELEVATION PRESSURE GAUGES MOUNTED ON TOP ORSIDE (SEE W-13 A. NOTE 10 ) SEE DRAVMNG, INDIAN RIVER COUNTY TEMPORARY JUMPER o No.W-13ASW-1ss, DEPARTMENT OF TEMPORARr DETAIL [A JUMPER NOTES UTILITY SERVICES METERS SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT OF WAY, UNLESS OTHERWISE DIRECTED 13Y IRODUS w EaI METER BOX WITH FIBERGLASS REINFORCED POLYMER (FRP) CONCRETE n T SOLID HEAVY DUTY TRAFFIC BEARING METER BOX UDVNTH SHOD RESISTANT 3 SURFACE, UFT SLOT& 315 SS FIN, SEE DRAWING, W-6 IDI a FINISHED - � � R ROADWAY = ETCH CURB WITH WLP \ GRADE I FOR WATER SERVICEV., I \ I� i ra 741 _ f - t r 1 �• METERi L PVC CASING SLEEVE _ LONG SERVICE Z 11, IVOR2. 4MARKERBALL �NM CORP STOP INSIDE BOTTOM OF DOUBLE STRAP ALL METER BOXES QI =.a d I SERVICE SADDLE ELEVATION 04 WATER MAIN SEE IXRAuuING No. W-4 INDIAN RIVER COUNTY WATER SERVICE o WATER SERVICE NOTES DEPARTMENT OF ' 4 INSIDE OF RIGHT OF WAY UTILITY SERVICES TEMPORARY 110.5E BIBS WRHWATf8ANM60YRW OEnCE INPI FEPLANBJT 6EAVICE HARPED f�A�-T 1 ! OCNSTRLIOT PI3WMENT FLaV .. �% ' 6ERNLEFTOYTH6 FORT SNEAFK_IDE LITERAL CUSTOLERRESFONSIEE FOR PEIY-G ONCUSTOMER SBIEOF METER ELEVATION NOTES t, RCAUSTOBATALLATEMPVMRYNCSEBSBTOSUPPLYM&rMM ATERFOR CWHTlM11mNN 1. PRIORTO FINALIRCOU90SPEDTIOIJ, TIE WNTRACTCR SHALL REMOVE THIETEMFOPMY HOSE z CONSTRUCTION AND WANDANAMEWAFTDESR. oDNmACTORSMALL NOT D6 CCwNeNEFITTINGS TAOrTIE 91LDPIF PERCLM3RENTIRm113 METER Box 3 NIDICAT LTOR 5 W LLL REMOVE BSfR ftG82 AND COIEECF PERMANBIT SERVI� AT LOCATION FAKATED. INDIAN EVEunLIT DEPARTMENT I(FOR CONSTRUCTION) W-TA I TEMPORARY JUMPER DETAIL NOTES 1. A TEwDURY JUMPER IXINECTTW IN TO BE USED FW RUM ANY NIMMTER NOUN OF ANY SEE FROM THE IXGING ACTIVE WATER MAINE AND FOR THE FLUSHING OF NEW MANSWTO6•DMMEVERR.aFPBMMUMVWWATTER 6.ANOFA PULLING BACTHtIOLOOMAL SAMPLES FROMANNEW ERMWNOFAN BRE. 2. TE-NVALVESHALLBE OPEMTEDBY S US PERSONNELONLY AND IN THE PRESENCE OF THE ENGNEEROF RECORD. 3 IRlXN9 BXML RROVR)E METER TOR SERVIW AFTER APPLICATION, DBOBRANDALL FEES HAVEBEETI PAID. 4 AYTEMPORARYJUMPER TOfEUEEDUNLESSOTILERVABEDNECIEDBYRCOUS S, ALL RSTALLATIONAND wMENANCEOF THE TEMPORARY JUMPER OONNECNONAND REP ASSON wBipGlOLYPTEVEITDN DEVICE, FIRINGS, VALVES ETC.,E4LL BE THE �01191NLIIY OF THE mN iRl1CTIXt 6. ALLMATERMLBTO BE PER RCDUB APPROVED MANUFACTURERB'PRODUCT LIT. T. PPEANDFRTINGS US® FORCWNWDNG THE NEVYNPE TO THE EXISTING PPE SIL BE DSWFEWED WITH LIQUID CHLORINE MODUM HYPOCIILORITE) PRIOR TO INSTAULATM W� AANCE WITH AYMMO%1, LATEST EDITION, THETMNG P REEVEAND EMERXNOFTHE MAIN TO SE TAPPW SMALL W DeWFTDIEO aT SPMYND We MWPERAWWAC651SECTIONTWO.THEU6 CHLORINETABLETBS 61114IORY PROHIBITED. a. THE JUMMMNNEmIONYMLLALSOBEU TOwIWAINAMNIMUMPRFS6U W 20 P51W THENEWMANSCIYLY ARER DSWFCCTION ANDUNTIL FOEP CIFJ1MNl'X: LEPER I60BTAINAINED, W a PRE93URE WWEBARERWIIBEDDNEACFIS OFTMrT 7EORMLLVKVE. 1D THEI TRAOTIXRSIMLLPROVDEDOOUME ATI0N0EMON6 NGT TTHE REDUCEDPRESSURE TK*tCNPOWPIEVBRTEi 0PA6NGMTTHENNOORDDR TOTMBYA ATTHETIMEOFINSTALLATION,MDPROVSEDODUMENTATION9y T fF2E BEEN CMTRACTORSLLMVEEOTWZTE NICWl AB APPRDVEDBYMP THE CONTRACTORBWV.L HAVE TitOR C82 TESTED PRIDRTOIIFE ON EACN PROJECT. 11. E(CEPTASREWIREDTOFWSHLCOGREATERTWWPDWMETER, THE YSINVALVE 3MALLREwN 0.09FDANDa BELOCR:DNMEMWMPWRIONBYTHE UTILITY COMPANY, THE TE4N VALVEYLWL REwN IOCP®CLD6®UNTU THE NEW SYSTEM RAMS BEEN G EAREDFUR VISE BY THE FUEP. 12. THE JUMPER CWNECTION SHAD. BE MAINTAINED UNTIL CLEARANCE FOR USE FROM TILEFTIORIMMPARTMERWENIRONMMTALPROTECTIONFDMMDOT M PERTNEITAGBI MHASMEEN RECEIVED. t3 UPON RECEIPT OFGFARAHCE FOR USE BY FOEP, THE OONTMCfORSYMLL REMOVE TEMPORARY JUMPERCONNEOTION, THE ODRPOWATIONSTOP5ARETOBECLOSEDANO PLUGGED NITRES BRA660R PVC PW G8. INDIAN RIVER COUNTY TEMPORARY JUMPER DEPARTMENT OF DETAIL NOTES J�A 3UTILITY SERVICES __ .1 HILL A T r INI'INI-I'j'Fi ffrl rNG 120E Ew Kennedy BPGIw.Id S.il. 230 T-pA, FTNTid. 33602 Ipl: 813.434.4770 I1[: 5113.445.4211 N egmup,na r FL Ce of A.& No. 27889 M ' CWIA N.nM i;4 ! O 0 m N 'aw V g 35d80.00 �^^ °iYR»rzBaG �C05.11 J boy As NOTEa CONTRACTOR SPECIFIC NOTES FOR INDIAN RIVER COUNTY 1. CONTRACTOR TO OBTAIN AN FOOT DE -WATERING PERMIT AND MUST MEETTHE CRITERIA FOUND IN FDEP SEBASTIAN BOULEVARD (FIELD) . , _ � WATERS FORTHE RELEASESTATE, A OR SEPARATE PERMIT MUST BE AC UIRED.DMARINGINTOINDIAN RIVER COUNTY ROW OR �I, WATERS OF THE STATE,ASEPARATE PERMIT MUST BE ACQUIRED. 2. CONTRACTOR TO PROVIDE A COPY OF THE NOI AND SWPPP INDIAN RIVER COUNTY& THE CITY OF SEBASRAN COUNTY ROAD ERROAD (DEED) j I ALONG WITH THE MS4 OPERATOR 72 HOURS PRIOR TO THE PRE -CONSTRUCTION MEETING AND POMD ON SITE 1 COUNTAD 572 (DEED) WITH ALL OTHER REQUIRED PERMITS FROM FDEP, FDOT, THE CITY OF SEBASTIAN, AND INDIAN RIVER COUNTY RlWVARIES(IMPRO (IMPROVED) 3 AND SIGNED. WEEKLY AND.50' INCH RAIN EVENT INSPECTION REPOFTS MUSTAL50 BE POSTED IN THE [SITE] JOB BOX FROM IBEGINNING OF] DEMOLITION TO COMPLETION OF THE PROJECT. A RAIN GAUGE SHALL BE REQUIRED ON SITE AND RAIN DATA SHALL BE RECORDED DURING CONSTRUCTION. 3. CONTRACTOR TO IMPLEMENT DUST CONTROLS TO LIMIT TRANSPORTATION OF AIRBORNE POLLUTANTS. ALL Z.ismqtx,cs SLURRY USED TO CONTROL DUST MUST BE RETAINED ON SITE ALONG WITH DEBRIS FROM DEMOLITION AND ls• m HAULED OFF SITE AND DISPOSED INTO A PERMITTED CLASS C OR D FACILITY OR RECYCLED. waerline co pmcncn bo 4. CONTRAROR TO DOUBLE -WALL AND BERM ON -SITE FUELTANKS WITH A PLASTICCONTAINMENTMEA AROUND THEM OR USE MOBILE FUELING TRUCKS. ALL OTHER FLUIDS SHALL BE KEPT OFF THE GROUND OR ] • �� — Ue IS UNDERCOVER. S. PORT-O-LET lD(717ION5 MUST BE A MINIMUM OF 25' FROM ANY INLET, POND OR WATERWAY. SPILL • I "' • �;L CONTAINMENT KITS SHALL BE LOCATED ON SITE FOR ANY CHEMICAL SPILL AN EMERGENCY CONTACT SHALL BE 31,ex ® iT 6 y 2 - .F` .}• REQUIRED TO BE POSTED IN THE SITE JOB BOX S. CONTRACTOR TO PROVIDE AN FDEP REQUIRED SWPPP FORM POSTED IN THE SITE JOB BOX AT THE SITE. THIS DOCUMENT WILL BE REQUIRED TO BE SIGNED BY THE ENGINEER, CONTRACTOR, AND SUB -CONTRACTORS ALONG III WITH THEIR COMPANY CONTACT NUMBERS. PRO PERTY�LRE_• I�n l °Jn 13 9v' ,�n� o *1.0 I I I I8 I Q r L II' E .,sane zo• �[ emr.e ma,n �II i T-4 4t CO3 s PLAN VIEW SAS NOTED LEGEND: j PROPOSED CURB :�;_i:, •, :T�.,.,. L.t PROPOSED CONCRETE LESS THAN S' 1 REFIB3F� PROPOSED CONCRETE B• OR GREATER NORTH 0' 20' 40 NEWASPHALT PAVEMENT i_�-N-- [.`; f EASEMENT SCALE: 1• = 20 ,'•'. - + EXISTING CONCRETE ---- — --- — PROPERTY LINE 5 a 13 DROP INLET 8 MP HIGH POINT ? PROPOSED SURFACE STORMWATER FLOW 8 EXISTING ELEVATION a ---970---- EXISTING CONTOUR• —970 PROPOSED CONTOUR — EROSION CONTROL O $ k GENERAL NOTES d 1. ALL MATERIALS INCLUDING FILL STOCKPILES SHALL NOT BE 8 g PERMANENTLY LOCATED ON THE UNDEVELOPED AREA SOUTH OF e PROPOSED DEVELOPMENT. rc 2. ALL DISTURBED AREAS OF UNDEVELOPED PROPERTY SHALL BE HYDROMULCHED MATH SEED TO ESTABLISH TURN AND PREVENT SILT RUNOFF INTO THE STREETS. o . • . . g g1 3. FILL STOCKPILES SHALL BE CONTAINED WTH BMP DEVICE TO PREVENT RUNOFF AND SHALL NOT BE MORE THAN 25 FEET IN HEIGHT AT NO TIME DURING CONSTRUCTION. KEYED NOTES: )�r' 0 PROPOSED TEMPORARY SILT FENCE. (SEE DETAIL SHEET COB.03) O2 LIMITS OF DISTURBANCE (0.95 ACRE) INFINj"('y' S I1[fRING PROPOSED 17 THICK GRAVEL CONSTRUCTION ENTRANCE AND CONCRETE 6LYYflQirf LLLLI�.. O3 WASHDOWN AREA PER FDEP SPECIFICATIel ON#1 OR STONE MR E. Kennedy BouI—d (SEE DETAIL SHEET C06.03) Suite 230 Tampa, Florida 33602 O INLET PROTECTION (LOW FLOW). (SEE DETAIL SHEET C06.03 IPI: 813.434.4770 [mow: 813M5.42H 1 n HIGH ( OW). FL Cen.•f O INLET PROTECTION FL tegmupn , 5 Amh. No. 27689 CONTRACTOR TO PLACE SEDIMENT CONTAMINANT FILTER DROP BAG. OEXISTING ASPHALTJCONCRETE DRIVEWAY TO REMAIN UNTIL REOSION CONTROL Cwm Name PHASE II. O SEDIMENT TRAP FOR WASHRACK SILT FENCE DETAIL ® % (� I FROM VIEW p� a VISIT / . 4' MAT(. O.C. BHm VIEVY ; FL • m • s ..' 30" M . nec" uca i 30" MIN. �a • r � _ �• OF 18• "'i'� ° 4 0 h re°R]Y-lEa11PI,1•fi! EER°9ICM, eEi1.1FF]rt LWn1NNC01m14 e1/J!. xoLRM• ®0�' `V • r !�f > ten, aana«, ! -f O N AL i � • � - sd1-s SILT FENCE -TYPE SENSITIVE �6a�!!!1! •1`'` u CL o Zr JN Q a m O (� v O � O • Na� . ��R=bet• 3SA9A.00 ca��'f' Dge,.a09!m. , � 0 jj C06.01 AS NOTED f ob Im SEBASTIAN BOULEVARD (FIELD) 1 FELLSMERE ROAD (DEED) 1 RIW VARIES (IMPROVED) 4. 5 b 1 2 4'r IN —.4 .4 a,. z 0 st. 46 Q1 >4 v T a 0 'J 3 A z x NEW BUILDING 2 wm uIENT GFA = 41087 SIF FIFE 9.35' L 3 74 -6 . ......... vA :A- T.o 8D 1 13 54 5.37 N LEGEND: PROPOSED CURB PROPOSED CONCRETE LESS THAN B. REFNiENCE PROPOSED CONCRETE 6- OR GREATER NO 01 20 4(r NEWASPHALT PAVEMENT L EASEMENT SCALE: 1" = 201 EXISTING CONCRETE . ... . ... — PROPERTY LINE 13 DROP INLET HP — HIGH POINT PROPOSED SURFACE STORMWATER 1. EXISTING ELEVATION — — — 970---- EXISTING CONTOUR —970— PROPOSED CONTOUR —MT— EROSION CONTROL a GENERAL NOTES • ALL MATERIALS INCLUDING FILL STOCKPILES SHALL NOT BE PERMANENTLY LOCATED ON THE UNDEVELOPED AREA SOUTH OF PROPOSED DEVELOPMENT. ALL DISTURBED AREAS OF UNDEVELOPED PROPERTY SHALL BE HYDROMULCRED WITH SEED TO ESTABLISH TURN AND PREVENT SILT RUNOFF INTO THE STREETS. KEYED NOTES: (D PROPOSED TEMPORARY SILT FENCE. (SEE DETAIL SHEET C05.03) O LIMITS OF DISTURBANCE (0.99 ACRE) O INLET PROTECTION (LOW FLOM. (SEE DETAIL SHEET C06.03) 1NF1NLT&jLjrrNG UPON INSTALLANON OF UNDE AfFMm SYSTEM THE UNDERDRAIN BASIN SHALL BE STA131UZED Y41TK PERMANENT vEuEl`A1ivE COVER AND SHOULD CONTAIN STANDING WATER ONLY IMMEDIATELY FOLLOWING A RAINFALL EVENT. 1208 E- Kennedy Bmde—d S.4, 230 ODRIVEWAY ON CR512 TO BE RE -PAVED WITH FIRST LIFT OF ASPHALT PAVEMENT. Tampa, Florida 33602 FINAL LIFT OF ASPHALT TO BE INSTALLED AT END OF PROJECT. [p]: 813.434.4770 INLET PROTECTION (HIGH FLOW), .t FL C— fh jA.No . 27889 CONTRACTOR TO PLACE SEDIMENT CONTAMINANT FILTER DROP BAG. 111vt N.— eK .0 r.- :a P.E. F 5 a aa .0•'TAT OF Kwwmaftbelow, ov5-4w9-4.- PLAN VIEW SCALE coubdmvouft Daw, OW213rzo C06A2 AS NOTED lioaw AS NOTED 1IN� d ,i ;III 2L'MUXI" 11-III j CROSS SECTION -22 IT L - 24-MAXIMUM • - 1- 1 -I (1- 1"I I1=I'• PROFILE VIEW TES 1. CHECKDAW ARETO E USEC IN SMNLGPEN CHANNELS DHEV ARE NOTTD E NEED IN LIVE STRM 2. GEAREA FOR STONE CHECKWIMS SHLLLNOTEXCEEOTWOACRES. a TECENIEROFTHECEME)AMMJSTEATIEABTSINCIESLONERTHMNTNEdJ1EREd S. 4. THE DAM HEIGHT 6FIOUID BE MAXIMUM OF 2 FEET FRRE OM NTER TO RIM EDGE, B THE SIDE SLOPES OF THE CHECK CAM SNAIL NOTEXCEED A 2:I MOPE. 8. GEOIEXTILE SHALL E USED TO PREVENT THE MITIGATION OF 6UiGRADE SOL PARTICLES INFO THE STDNES (REFER TO AASNTO WMIB8, SECTION 73. TABLE 3), STONE CHECK DAM A TEM1PdRARY STONE BARRIER CONSTRUCTED AT STORM DRAIN RAFTS AND POND OUTLETS TO REDUCE FLOINVFLLOCITIES, PREVENT FAILURE OF OTTER SEDIMENT CONTROL CWCE6 AND TO PREVENT SEDIMENT FROM LEAVING THE SITE OR ENTERING DNVN'IGE SYSTEMS. (-!l STONE FILTER RING FAONTMEW V MAX O.C. BIDE VIEW 30r reHFLaNpu1P, 30" AIN. �- 1 F� •m• L- ;-- --' ' 18'O1�ESTFa -. � 1 ww ] tXpT ORT NiEAxAINFOx rxEFAm,M�IortMomlmx�p�'. ]PUYe� r Sd13 SILT FENCE, TYPE SENSITIVE -EMNG BARRIER '•=NOVAE BAR ------DUMP LOOPS RENW.LL BAR -CURB OPENING SIDE NEW INSTALLED l 4, INLET INSERT SEDIMENT COPRAINMENT SYSTEM, EXIT DIAGRAM --HARDSURFAC PUBLIC ROAD � SEDIMENT TRAP - / f (SEE NOTE 6) ;nicw ��. tlily FLOW CULVERT UNDER ENTRANCE OF NEEDED) DIVERSION RIDGES S (SEE NOTE 6) �4 NSA R-2 (1.5- - 3.5-) ' :T --• COARSE AGGREGATE GEOTEXTILE UNDERDNER 127"MIN. .•�;: f ` •� TIRE WASHRACK- li AREA/TIRE WASHERS SUPPLY WATER TO WASH WHEELS IF NECESSARY ENTRANCE ELEVATION COARSE AGGREGATE (N.S.A. R-2) ORIGINAL GEOTEATILE UNDERUNER1 �F� d-MIN GRADE -III=11 LII J=T77I I NOTES: 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER UNSURABLELMTERALFROMTNEFWNDATIONAREA,GRADLAND CROMN FOR POSITIVE DRAINAGE 3. AGGREGATEMMSIUIL BEIN ACCORDANCE VMTN NATIONAL STONE ASSOCIATION R-2(1. `3J STONE). 4. GRAVEL PAD SHALL HAVEA MINIMUM THICKNESS OF 6". 5. PADVACITHS ALL BE EQUAL FULL WROTH AT ALL POINTS OFVENICULAR EGRESS. BUT NO LESS THAN 2O. 6. A GAMMON RIDGE SHOULD BE CONSTRUCTED MEN GRADETONARD PAVEDAREA IS GREATER THAN 2%. 7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDEDTO MAINTAIN DRAINAGE DITCHES. 6. 'AMEN WASHING IS REQUIRED, IT MOULD BE DONE ON AN AREASTASILREDVATH CRUSHED STONE THAT DRAINS INIFOAN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM TREE CETOASEDIMENT CONTROL DEVICE). e. WASHRACKS ANDOi TIRE OWBNERS MAY BE REQUIRED DEPENDING ON SCALE AND CMCUMSIANCE IF NECESSARY, VYASHRACK DEMON MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCKTRAFFIC THAT REMOVE MUDIWDDIRT. to. MAINTAIN AREA IN AVMYTRAT PREVENTS TRACKING ANOOR FLOW OF MUD ONTO PUBLIC RDNTIHOF41MY3. ®THIS MAY REQUIRE TOP DRESSING REPAIR ANCYOR CLEANDUT OF ANY MEASURES USED TOTUP SEDIMENT. 11. VM; DOVD/FRAP SMALL E PLACED AVMY FROM DRAINAGE CULVERT PIPE 80 THATWATER FROM SCALE DOES NOT COMINGLE MATH WASH MM1ER. 12 CONEAINMENTMWRF TDUD0,P RED BOUT, HANDN15TOTIMSH RWPTA013. COMPARL EMAROAS TOHARFAS TI PUMPTR1103, MMFRS, TUCO, PLANT WASH OUTS, HANDTOOISTRMH MCEPTACld. AND WNEB BARNQAS TOAVdO POTENON COMAMMATON. CD CRUSHED STONE CONSTRUCTION EXIT PIPE OUTLET TO FLAT AREA- NO WELL DEFINED CHANNEL RI WRAP APRON NOTES: 1. UISTELENOIHOFTHERPRAP APRON. I_ - 2. 0-1.571 THEMAXIMUM STONE DIAMETER BUTNOTLES8 TARN V 3. IN A IMLLDEFIN ED CHAN EL EXTEMETHEAPRONIATHE CHANEL BANKS TO AN ELEVATION OFS'ABOVETIEMA IMUA - TAILWATER DEPTH CRTO THE TOP OF NANO THEBANK(WWCIE ERISLESS). A FILTER BLANET OR FILTER FABRICLO4, SHOULDEINSTALLEIBETWEENTHE RIPRAPADTHE SOL FOUNDATION. �r 1 FILTER BLANKET PIPE OUTLET TO WELL DEFINED CHANNEL STORM OUTLET PROTECTION GENERAL NOTES: ]o COMPACTED EARTH RIDGE F 4' I 1. THE CONTRACTOR IS RESPONSIBLE FOR READYING SILT FROM SITE IF M-I �-I4dl'MD-J 11C STRAW 1"Nh. I 'I NOT REUSABLE ON6RE ADASSIiSNG PWIAUGNENrAD GRADE IN /�UNE�R , ALL OITCHHE6AIDSWALESATGOMPLEDON OF CONSTRUCTION. GRAVELFIME ar F -T;' :+ + 'I. EX. GRADE SAW _� © (T • r 2. THE SITE CONIRAOTIXtIS ItE6PON518lE FOR1EMP/INO THE EDGE OF IMEDrE C2 •�, TEMPORARY EROSIIXJMD6FDRAEM CONTROL DEVICES AFTER PUSTCUNER� t 1 BTfMWBETWEEN I b _ :•.,'�. i's��•p I;�� STABILIZED OFCON6IRUCTIONANDOI•LY4 NAREA MW BEEN TOP OF GlT ' V GEES Ci r i-II r( -- '2 j-II�-11 L�f_TL -II 1. AOORRUL PROTECTION- ONSRE PROTECTION IN AOCITIM TO THE J I. II III- ���TBEPROVmECTHIITW! MTPERMTWLTTOLEAVETIE FARREN - � I• I- •I- -I• PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. BERM r GRASS LINING �_ �,• 4. CONTRACTOR SMALL INSURE THAT ALL DRAINAGE STRUCTURES. ' 1-yy'a,Y - wuOD ORNETAL�GiUVELFILIFD CI= IJ STAKES BAGSINCONERS 2:7 PIPES.ETC.ARECLEAREDOUTANDVV NGMOPERLYATMMEOF r 6 - 2.5' MIN ACCEPTANCE. PLASTIC A N I �31RAW�5"rFSwN�TOBESEACKED2NOH ARETn S. 7IE CONTRACTOR I6 RESPONSIBLE FOR FOULOAANGTIE BEST ENTITY SIDE �T OUNDAMINIMMOFIF OT, UE IXWBI IMOTE ORODNDAMNMJN OF i FOOT _ MANAGEMENT PRACTICES (BIB AND Nosr CURREMER0.5ION AND BELOW GRADE PLAN 2 PLA6TICLINER To BERACEOSOTHAr WREXOEB.6oP6 DIVERSION SEDIMENT CONTROL PRACTICES. THIS RAN INDICATES THE MINIMUM INCESN1LLSE0 THSOGT4DEEDGEOFTESUES DI EROSIONAND SEDIEENTMFASURES RECUREDFOR7HS PROJECT. THE e NNRIOFMOYri1Y II-EMEELANCHOR CONRMCTORISIESPO MLEFORMEETINDALLAPPLECABLERIAES, PINS(ORLARDER)ARETOEUSEDPER&VETONRCHOR REGIAAnONS MTERQW WBLXDELMESANDMAYNEEDTO RAVFLFLIFD RAO THE PLASTICMNEa INRAtZ INSTALL ADMONL. CONTROLS. ON GRADE PLAN B.PORTRINTLOCATIONS 6HAI1EAMNMUJ 2S ALLBE Lf ATED �-rTt POND.ORNM7ERWAY 6RLLCONTNNAENTKR69IMLLBE LOCA7EDON B -I GINALGRCU DSS•dRAsnc � � e•MM SECTION A -A EARTHEN BERM SECTION NOTES, / N2. q 9NCR�i91WEONGOFCUTES.WIERS.ND HOPPERS OF THE DELIVERY VEHICLES LRLES8 SUCHA FACRETY VALLE USEDATTIE SOURCE OF THE CONCRETE.LNDERM ORQNSTANCES MAY WASH WHITER FRCA THESE VENCES E ALLOAEDTO ENIER ARTY BURFACE WATERS. 3. A4 MIITEMGNMITN C BWCKLETTERSsTAnNG'CA IC FC wF(' 1s ToE�OEDso DRIVERS ARE AWARE OF THE PRESENCE IX MIASHCR FACIITIES. 4. WASHOUT FACUMES SHOULD NOT E PUCEDWTNN SO FEET OF STORM DRAINS, OPEN DITCHES OR bIAPACEWATERS.THEYSHOULDEINACONVEMFD. L F ONFIXRTHE1N1CKS,FPE CLEAYOEM THE PIC T VAERE TIDE E POTENTIAL. RING P IDENIA BUT FAG FOR SPILLS. FROM Of/ER VENCAAA THE CO TO MNMEETHENSECT 11HE W SHCOMALEAINTE ORSPILLS. 5. THE CONTRACTOR SMALL INSPECT TIDE WASH OOIM•1 AREA INTERMITTENTLY TO ENSUE PROPER CONTNMET Is ACCOMPlR LEAK 8. A CO EVENT MAT SPILL EDTEAK THE CONTRACTOR L MLLIM.E0UTF1r REPELRTM REMED:AIE &TRADE W AccoRGNDEv6TRALL FEDERAL, STATE AND LOCAL LAM. Cw TEMPORARY CONCRETE WASHOUT FACILITY T DOWN THE LOP PROVIERY lR AND REDUCE RSLOPE PROVIDES GROOVES \ \' 1WlT MALL GTCN SEED, R/UNFNl AND REDUCE RUNOFF. TRACKING /�1����/llPAN ♦ Yy- MAXIMLM t, SEED. ESIMLLGTCH SEED, LLANI DE MULL RUNOFF. DDECREASE RUNOFF. CONTOUR FURROWS \ CSN SURFACE ROUGHENING PLAT{ TWO OR tlORL 5E15 (L SAND ... IN A .... T.AT RESIL15 IN MAXIMUM SUPPORT. THE FLOW UNE BAG MUST BE LOYF_R THAN THE OUP OF THE CURB. SIDEWALK SEDIMENT LADEN PI.O•AS J �111 11 FLOOD FILM OEPp b. Z_ SS T AONG NOTE FILL SAND BAGS AEOUT 2 3 FELL 30 u) B_FORE PLACING N THE GUTTER ie io /I CURB AND GUTTER SEDIMENT CONTAINMENT SYSTMM 0 TEMPORARY METHODS PER"MaN -NIULCNES - 9 `ETATON VEGETATIVE COVER -TEMPOON - UNG ADHESIVES -SPRAY ONAOHESNES STONETOPS COVER - STONE COVER TILLAGE -IRRIGATION BARRIERS -CALCIUM CHLORIDE CHEMICAL CONTROL SITE FOR ANYCEEMGL SPILL AN EMERGENCY CONTACTSHALLRE POSTTDINTE SITE JOBSOL PRECon9tludon SITE PROTECTION: 6. EROSION ANDSEDIM W CONTROL BARRIERS SMALL BE RACED TYPICALeaNSTRUCTION 9, ANY DISCHARGE FROM DEWATERNG ACTIVITY SNALLSE FILTERED AND CONVEYEOTO THE OUTFALL IN A MN4•ERMHCH PREVENTS EROSION AND TRAMSPORFAnON OF SWPEPDED SOU DS TO THE RECEIVING OUIFALL 10. DEW,tT60EJG PUMPS sHALL NOT EX CEDED THEE CAPAGTY OF THAT EOA PTIVE USE PEFET OME DM OF ENVIRONMENTAL PROTECTION. 11. SEDIMENT DEPOSITS SHOULD E REMOVED AFTER EACH STORK SUCH A MANNIER THAT IT PALL NOT ERODE 12. ALL DISTURBED AREAS ARE TO E STABILIZED THROUGH COMPACTION. SILT SCREENS, SYNTHETIC BALES, ANDGRASSINO. ALL FILL SLOPES 31 OR STEEPER TO RECEIVE STAI(FD SOUDSOD. SITE PROTECTION: 19. THE LY A BARRIER SMLL E ENIRENCEDAMI 1MUM D i 1 PROPERLY. A TRENCH SHRILL TH EXCAAATED VX MNMIM DEPTH MALL INCHES FILLED A13 NDSTATED, THE EXCAVATED FILTER DR GRAVEL WIN ERA CIGSLFDANDCOMPACTEDISCOU AGE FILTER fDRRIERIISIND MARE BACKING FOR SUPPORT IS DISCOURAGED DUE TO DISPOSAL. PROBIFIMS. 14. WATER OR SCURRY USED TO CONTRA DUST SHALL E RETAINED ON OFF SITE AND DISPOSED INTO A FEMMTIED CUSS C OR 0FACILITY OR RECYCLED. 15. SPECIAL AREAS SHALL BE DESIGAMTEDAS VEHICLE AND EQUIPMENT WASHING AREAS AND SLIM AREAS SHALL NOTA1LpN RUNOFF TO FLOW DIRECTLY INTO WATERCOURSE OR 67CISENATER CONVEYANCE SYSTEMS. 16. SILT FENCE BARMERS ARE NOT TO E USED VWERE CONCENTRATED FLOWS OF WATER ARE ANTICIPATED SUCH As DRAINAGE DITCHES. AROUND INLETS CRABOJEIELGIVINHERE CULVERT$ DISCHARGE. 11. SYNT ETIC RAi PS, SANDRAG4 ON OiiER APPROVEp DEVIPE FACED MATH FILWRFA9CC SN LL EUSEDIN NGH,VOU/HEEAIEAS TO DECREASETHERWOFFVELOCITYANDSHALEMC YANCHdED 15 ALL DEVICES INXLIRXND SILT FENCE. FILTER SARf5ER6. SYNTHETIC h � ry ry :�a INFINITY ENGINEERING GROUP, LLC 1208 1- Kennedy Boulevard suite 230 Tamp; Florida 33611E IPI: 813.434.4770 (f): 813.445.4211 _.Feg..P.Del FL Cen. of Auth. No. 2788B BARRIERS .ENDRWS AIDIXDERCUfBNO BENEATH BARRIERS. CWTAN.- ADHESIVE WATER TYPE OF APPLICATION 19. ANY EGUIED REPAIRS SHALL E MADE IMMEDIATELY. DILUTION NOZZLE RATE IGAUAC) RER DE SHOULD 71E FABRICBECOME ONE SIECTIVE •E PRIOR FILTER BEND OF ANICIc DECOMPOSE aREwME INEFFECTIVE PraDR TO TIEEND OF TE III ASPHALT 7.1SPRAY 1200 EXPECTED USABLE LIFE AND THE BARRIER STILL E NECESSARY.IrHE EMULSION FABRIC SHALL E REMMED RROMPRY. 4o- S J* ® 2,.ONGTE FLELTAN(b Fdi EQUPNENT SHpLLEOOIEIe ..., • �C, s ANDERMEDMRA FINE ATHADIC CONJMNAENTAREA [ EMlLSION 1212:1' SPRAY 235 FUELING TRUCKS. ALL OTHER FLUIDS SMALL. EKEPT OFF 11ESNNHN4 FINE OR UNDER COVER. N� 41* SPRAY �0 STORM DRAIN INLET PROTECTION: • 'N OSIT , P-E.. 0 ✓_Fd6l /��F1M(E�Ty/J b •USE MANUFAL�RER'S RECORIAENDATIONS VIEN AVAILABLE F22. XTEN FABRIC OF 1 FOOT LAID OVER EAST 80111A14TE Q FL 5 EXTENDA MINIMUM OFt FOOTBEYOMD FAST MODE OF TA!P11i7 � 10 Du DUST CONTROL ON DISTURBED AREAS STRUCTURE, � �� EN STRIP OF FABRIC ISM say6STAA�Ny.jHE 23.21N . 31N:HOMMEAGGEGAIESNVLBE `^iP THE FLTERFABRIC.THEDEPIHOFSTONESM, ATLF.A 1 9pJER ,r lAd1AEMA TERMNA 1RMl5VER6E dEIX SLOT D01"INSTR16AA17EN6NNL MET OPENNLET LEAST TIESTO N SMALLES. YLDP N 06 INLET OFENANGAT (FAST WINCHES ON ALL SIDES. 71N 24.1E STONE RLTERS ECONE CLOOOEOWITH SECMEM/ J A /I ITT- ROLONGfJt AILEQUATELYPERFORNATIEIRETINDOM TI,THER� / J�'L N I "1n aitD,: MUSTS PULEDAWAY FROM THE INLET. CLEARED AND N ••• �` •Rr14 POSTCONSTRl1GTION SITE PROTECTION: °•Il etd i �� 25. ALLDEWAIERNG, EROSIONAND SEDIMENT CONTROL TO PEAWNIN•40 `. Tr�II- RAGE AFTER COMPI-.FCONSTRUCT--REMOVEDONLY P `0`b., wTlxro sm. OEcxamAro Lw IMOL, IN�o lxmnAFUAT LI - IMENAREA6IMVESTABRUO. 'l0a a>IO �, 28. MR 6EDIMENTOWWITS EMAINNG IN RAC: AFTER TEMPORARY BARRIERSARENDLONGEREQURED6 ECESSEDTOCCWORM TO THE EXISTING GRACE. PRFPAREDAND SEEDED. REMOVED SEDIMENT I SHALL E DEPOSITED IN SUITABLE AREA IN SUCH A MAKER THAT IT MT�x -1TF.i-'I'I r' Im1u MALLNOTEROOE. 27. ALL 6ruGUATxrotn 6>aTuuwrIAPINro6LorAuo TOI I I 6 aOIR1Dio6PlT Rm. ANDMAI6Tli10EUAREA6SHALLEt"VEGEATNECOVER MULCHED (a AIDNNSHED. UNiILA PERIAANENTVEQETATIVE COVER I6 ` E6TA&151EO �a uANOs �19- Tr MOSIOSHMLLERACED INAREAS MHCI MMYREOURE INAEDIAIE C Q W EROSIOMPROTECTIONTO ENSIRE HATER OII%M STANDARD9AE 2z- I T41 M,�u} I...I LWNFNEO. MI �SLL 0 _ 1 _ ;;i i- 0=tea �..1 6 srNEIMrroAxawR1EIMPULw°�om'v" �soR� Fwiowwro »rn F 9IX ' c. m�a" PP6 AEAK M H Rdl F Q O PICTORALVIEW OF TRFNBVERSE SLOT Y EXLrOAAuar�a,Exr�ratxE cHANHIEL �1,Im Tp THE FmE a ueEYO 6�f1�/,MBAIEATBIMFAVNBNOMTIEEEVM a. u�NNHTOAT�iHERaL� IAAWa,REAtlrocwREcrTEE � ROLLED EROSIav C W 1Ra PRax WT C E . ICON LLAG KETS MFAE 8 W r A 3 RoNN. SAIL 5d84.00 �D92920 C06.03 sar AS NOTED OWNER'S REQUIREMENTS SITE DESCRIPTION PROJECT NAME: GIANT OIL SITE ADDRESS: 617 US HIGHWAY 1 SEBASTIAN, FL 32958 DESCRIPTION: CONSTRUCT NEW BUILDING AND PARKING LOT. MODIFY EXISTING SMS AS REQUIRED TO ACCOMMODATE IMPROVEMENTS PER AUTHORITIES WITH JURISDICTION. SOIL DISTURBING ACTIVITIES WILL INCLUDE: RE -GRADING, CONSTRUCTION OF FACILITY SOILS: SEE SOIL REPORT SITE MAPS • SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS AND STORMWATER DISCHARGE POINTS. • SEE ATTACHED EROSION S TURBIDITY CONTROL PLAN FOR TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS • SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND PERMANENT STABILIZATION. NAME OF RECEIVING WATERS: EXISTING INLETS CONTROLS THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORMWATER RUN OFF. AN EROSION AND TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR A VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. STORMWATER MANAGEMENT STORMWATER DRAINAGE WILL BE PROVIDED BY (DESCRIPTION:) MODIFIED COLLECTION COIJVEV�T'IUBETl 7NS'IkUCTED ON, BLRWILLYSTE BE OR THE PROJECT. AREAS WHICH A REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE, WHEN CONSTRUCTION IS COMPLETE. THE SITE DISCHARGES TO AN UNDERGROUND DETENTION SYSTEM. WHERE PRACTICAL TEMPORARY SEDIMENT BASINS WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTION BASIN. THE DRY DETENTION SYSTEM IS DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR THIS TYPE OF DEVELOPMENT AT THE TIME IT WAS CONSTRUCTED. TIMING OF CONTROLS/MEASURES REFER TO "CONTRACTORS RESPONSIBILITY' FOR THE TIMING OF CONTROLIMEASURES. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE BEEN OBTAINED. DEP STANDARD GENERAL STORMWATER PERMIT NO.: DEP NPDES PERMIT NO.: OWNER'S CERTIFICATION 1 CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT OUAUFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS, SIGNED: OYRIFA I OPERATOR DATED GENERAL THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING THE SYSTEM INTO OPERATION. SEQUENCE OF MAJOR ACTIVITIES THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCES AND HAY BALES AS REQUIRED 3. CLEAR AND GRUB FOR DIVERSION SWALES/DIKES AND SEDIMENT BASIN 4, CONSTRUCT SEDIMENTATION BASIN 5. CONTINUE CLEARING AND GRUBBING S. STOCK PILE TOP SOIL IF REQUIRED 7. PERFORM PRELIMINARY GRADING ON SITE AS REQUIRED S. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE S. INSTALL STORM SEWER AND IRRIGATION. 10. COMPLETE GRADING AND INSTALL PERMANENT SEEDINGISOD AND PLANTING 11. REMOVE ACCUMULATED SEDIMENT FROM BASINS 12. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE S1TE IS STABILIZED, REMOVE ANY TEMPORARY DIVERSION SWALE&DIKES AND RESEEDISOD AS REQUIRED TIMING OF CONTROLS/MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE EARTH DIKEISWALES WILL SE REGRADEDIREMOVED AND STABILIZED IN ACCORDANCE WITH THE EROSION S TURBIDITY CONTROL PLAN. CONTROLS IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULATORY AGENCIES. SPILL PREVENTION MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORMWATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. ' AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. ' ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. • PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. • SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. ' WHENEVER POSSIBLE, ALL OF PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. ' MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. ' THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSTE RECEIVE PROPER USE AND DISPOSAL. CONTRACTOR'S REQUIREMENTS STABILIZATION PRACTICES EROSION OTHER CONTROLS AND SEDIMENT CONTROLS 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT. 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. S. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2. ACRES. 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT -FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO RECONCENTRATE AFTER RELEASE. 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY. S. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFFSITE DEPOSIT OF SEDIMENTS. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE DIRECTLY OFFSITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. B. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH AQUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. S. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6.1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH B ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 21NCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREAS) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. It TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. 13, PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES. 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL AS A MINIMUM ,NBE SEEDED. THE SEEDING MIX MUST PROVIDE BOTH LOGTERM VEGETATION AND RAPID GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED OR SODDED. WASTE DISPOSAL WASTE MATERIALS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES W LL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. OFFSITE VEHICLE TRACKING A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. INVENTORY FOR POLLUTION PREVENTION PLAN THE MATERIALS OR SUBSTANCES USTED BELOW) ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION: ❑Canaete 0Fe131¢ers ❑ Woed ❑ AwhsK ❑ Petroleum Bests ProWcts ❑Masonry Blocks ❑ Tar ❑ Cl-in Sol-t. ❑ Roofing Materials ❑Delergerds ❑Paints ❑Metal Surds STRUCTURAL PRACTICES 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH A SEDIMENT -TRAPPING FACILITY. 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A DISTURBED AREA THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE: 1. GRAVEL SEDIMENT TRAP- THIS PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NDT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES& UNPROTECTED AREAS. 2. DROP INLET SEDIMENT TRAP -THIS PROTECTION IS APPLICABLE =ERE THE INLET DRAINS A RELATIVELY FLAT AREA IS • 5%) AND WHERE SHEET OR OVERLAND FLOWS(0 c 0.6 AS)ARE TYPICAL THIS METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE DISCHARGING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES AT ONE TIME, THE PROPOSED STORMWATER PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. THE 3,SW CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT BASINS CONSTRUCTED MUST BE SACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL STABILIZATION. HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. 'PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: PETROLEUM PRODUCTS ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE W LL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZERS FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORMWATER. STORAGE WILL BE IN A COVERED AREA THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WELL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM. SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETETRUCKS CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, LIQUID ABSORBENT Its. KITTY LITTER OR EQUAL), SAND, SAWDUST, PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL W.LL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE OF THE SPILL THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES OT PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. THE S1TE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HEISHE WILL DESIGNATE AT LEAST ONE OTHER S1TE PERSONNEL WHO W LL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF APPLICABLE, IN THE OFFICE TRAILER ONSITE. MAINTENANCE/INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. • NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.25INCHES OR GREATER. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. • SUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. - DIVERSION DIKESISWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED. MAINTENANCE/INSPECTION PROCEDURES • THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENTAND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB, WHICHEVER COMES FIRST. 'TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS. WASHOUTS. AND HEALTHY GROWTH. • A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR ISATTACHED. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL STATE OR LOCALAGENCY APPROVING SEDIMENT AND AND EROSION PLANS, OR STORMWATER MANAGEMENT PLANS. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. • PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBIUTIES W LL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. NOWSTORMWATER DISCHARGES IT IS EXPECTED THAT THE FOLLOWING NON-STORMWATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: WATER FROM WATER LINE FLUSHING -PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). - UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON-STORMWATER DISCHARGE WILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND TRATAUTHORIZES THE STORM CONDITIONS OF THE FDEP GENERIC PERMIT WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. Q LVI'1 O ir p g DILL O O O O Z 9 1 9 O m U F Z I Z Z Z FD O O O O z LLI N Z 7 D 7 Z) w to CO w (n y W No p¢y b 0' 5dw50 Z� w zI mO INFIN�'[y fJ�' fjjrNG 1208 Eva K.'mcd7 Boalev.rd Suilc 230 Tamp., Florid. 33602 ]p]: 813.434.4770 IM:813.44&4211 .119-P.an FL Cal. ofAetH. No.27889 cL.mN.a. 4 �'A 0o NISIT SAP 0 N OFL5 PE* r 4 a e 'G • r as .> O' ST E Q� e a s41 �{! • C.10 -o �' 0 ` D �$J61i"si..'tTc� V a W O amy Q g � -3.. 1. 35�&N00 aN.n' �oerzBrr C06.04 arH. AS NOTED i 8$88$$8$8$8::i4X1 VP� � �C8���8 $$8$$$88888$ 1$$$$88$. 8 $$�$$88ggP'NYf Pp',.'im m.•b+��i�l����''�� 888888888$8888888888$ - Igll[III[I[I IIIIIIIII���� . I� �' � : Il 111111111111 I[ � .� Igllllllllll! .A q- _ .: �� : - I_ Illlllllllggl Iglllllllgq Illllllll[II Ia[Illll IIII I[II[Ilgi IHill llllll Illllllll[I Iglll[IIIII[IIIIIIIIIII ql ANI � � . _IIIIIIIIIIIIIIIIIIII�IIII_____ fll 0 c _ m O z v _b n <SN AEI 0 i GIANT OL. NC. vo � Bn us NGrWMr I g SEBASTI . FL 32858 V CROSS SECTIONS I ��,�®g19A1lIBppp® $ yo a 'a r FITS mo o S$8888$8 88888$8$�±I"Iiil'.,'m i' gunpp!BP!s' �.8$�88888888$�$8 glgll 111lHI�all 11111M� ! '! II q - ; IIIlIIIMI [ ;,� 11111 I II :�� - : igllll I Illllqlll f �:ill 1[I IIIII[Il[ _ �� ` III I[[Il[III IIlII i I[lllllgllllll[II[ �, [1 . 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IN 150 155 170 +� n .• SHW EL. = 5A0' POND BOTTOM EL =5.00' DHW (25 YRf72 HR) = 8.00' TOB EL. = 5.50' INFINITY ENGINEERING SCALE: GROUP' LLC 1'=10' HORIZOMAL I" V VERTICAL 120 Gem K—dy ll..kv.rd Suiro 210 SCALE CROSS SECTION F-F ASSH T'm�'.43da3� AS SHOWN 6 )p): 813.I4.4770 (n: 81 ].445.4213 ww�v.kgmupn.t FL Cm. of Au1h. Na 27N59 r t ` C1-N•m. t �.� P'.P Ile ® t I 5 1t '• 1as o.• /�0. p� • �r � W�L ■ p0 T a. ,� �° • n � n•l Otl5 .1�� O,I��s�iEllsr°` t a Z a yP N am� o g � -��' W. SNa.t 35-094.OD �o2rte-0 C07.02 sir AS NOTED f N ym �DIOi✓0 CN SEBASTIAN 0ilf-VP_P11 (PIE- 0) FELSMORE RDAD(DEED) COUNTY ROAD 512 (DEED) Y R/W VARIES (IMPROVED) •` exlinB 1E y-]LexlstiM ISR VInvwY IMEPSEH gNNNI c1 �/ Yr 61w .15. INOT APPL1cweLEl F- � Im ESgTSPHrNTOAf�i 4,wTN-� q Wllair�� �1 } NEk Tao uNEwH II�� nINH qJ_ I U � O Fp/ V siiEIROM BABE T..R .r..I,.I m � I yA yA yo • INOTA PLICABN,C1Iows oh P y v� •r I ' 1 rIBN�r1nA!]1N I �a E 6 �NM 19��,. �` o�►�v�'nn .Pa'H'hSRXI(Yk; .11 • flr wv.TERIAL f 15i PERI�'M71nEfER STRIA PLAN VIEW I" Landscape Requirements& REQUIRED' PERMITTED PROVIDED SITE AREA 41AD76F IO.85AC) ®OPEN SPACE rr' 16,OWSF e 16,OO8F -=-'"EiVIlPCSFEES•11REE/2,000SF• Acl nANa•LAywa•x.•HmMIA 8C7REE3® SC.7REE i2, AEpLRNREa RTa VEHC.E USE AREA (V W) PARKING 15SP.MN 18SPACEB PUNTING AREA-18 W.A 15 SF- 2M SF 510 SF CANOPY TREES•1 TREE5SP- NRB•xI.1 T11L>:1zsu ® uiPPnluE.w.SmEFA 4C.TREES IC. TREES FOLMAn 1.0656E 1S05 SF FFACNG Q4 LFFAlAOE X0.40)• 1oa5X 10FT• CANOPY IINEEB•17TREEl10 LF• 11 C. TREES 8C.TREES (>S%)1V m.NDNLIPDIa•Xr�•2mEEarsRu UDERATORYIREES-1TREE2DLF- 6U. TREES 5U.TREES(/6Y)Tn c M.tAu9KmAWr-7e SHALES •]bHRUB51105F• 30ISHK65 2266HRUB8 (6Y)76 LANDSCAPE BUFFERS NORTH PERIMETER STRIP ISFEASTAN BLVD.) SBLF.H- (1335 LF-44S LF DRIVENAY) CANOPY7REE8.5TREES/100LF• SC.TREES 4C. TREES mA NpL .� o��EERN TREES •6 TRf:EG Im IF• SU.TREES 3U.TREES•13 �U�NDy5ER.�STORY (JAIEW , �.Qc O..MA%.1• �7�71VTO�PFb����. �x off 45 H.SHRINBb 45HSF0K65 STRIP SI.S. FNW.ONE) 271LF.N- (310.19 LF-35S LF DRIVEWAY)• NOTE: OVERHEAD UTILITIES PRESENT CANOPY TREES• 5 TREES/ 1DD LF• 14 C. TREES 14 C. TREES OIQ'TREES�BTIEES 1001F• 1T TRTREES 9U. TREES',,,•1 2 O.. 1 .DRESS T38143H SOUTH PERIMETER STRIP 134 V. N- CANOPYTREES-STREESI TO) LF- 7C. TREES 7C.TREES 4 NSnLNYLw•11•Sm RBFBIMfiiRWdRNEE5IIW LF- aU. TREES 4U.TREES-IU �LS,At 16'36-T.12f O.C. .)• 87N 61BLIB8 DH.6HRUG9 NEST PERIMETER TREES- STREW 1DlF• 18C. TREES ]NONE.H- S 1T1REEEE8SABaDTYOW10mA tCANOPY W-7 U.1REE5 18CU. NEOGE(N`Q.C. NIUL)• 155 H-SFNl65 USX. 519365� 01 n ABalaSr n: B r4BXIMnpN BcuATLaXrnRS w wwMABQasraz= atlrn9cwxar7oR� W wwAaBQOrIS E alr5/yxp[uralw Uri ff Overall m ChWalREES1 z RnP �P•LreRv •v n 64C.TEE6 51 C. TREES esuE-MFw ii1A� M:resF� i»rncp"pRR��~ � IARDERSTORY TREES 8 DU.TREES Ll 303 SHRUGS 2 BUFFER HEDGESHRUBS BUFFER ALSLI SHRUBS ADMIOIUL R:)FFEa 6Ht166 D3 SHRUBS 1O6F6R165 SHRUGS 403 SHRUGS 100 SHt165 07ER PLANTS 372 PUNTS A NATIVE(SOY RIND TTREES•10SPUWTS• OPLANTS NPANTS(53Y) A SHIRES. I.MPLANIS. FAS RANTS W PANT6(M) fXNWGHTTOLERANIlHEE815014 MN) TREES•105 RANTS• AN7 SBPUNiNTS SH068.1308fAANTS • M SW Pl/LNIT8 02 1.111 RANTS L&YI VW PLANTING AREA 2MSF 8106F FOIXOAnON P:ANTINOAREA 1ANw 1.GGS SF SODAREACALCU IATIONS TOTALLANDSG AREA 16,000SF. 16,MSF MA%SODARFA (50Y) BSDO SF. TSSD SF I.%) BUFFERAREAS: T5535F. MAIESCDART: m%) IJMSF. 1.766 SIF (tlY) REPLACEMENT TREES (SEE SLEET-.1 FOR C+LLOS.) 2.T CAL, CANOPY TREES- (n INEMATAffs, R HT. 2TREES 2TREEs 15'CAL CANOPY TREES• 1TREE 1TREE OILNEONtS- IN HT. 12 C.T. PAW&- 2PAlMPAW3 5 2 M__ Key A RANT Q.WJTITT II MAMAM 36N FS. DIAL N6IQLY.TKX-H P MR S£CIB 1/IB 1=J,6T REX1R8 COOS RT RB�t ro RAANT L6n O�sR TO REDLIRB.BNTS) CAPE OPBY • OPEN SAFE PTN SPACE BASAL PAW ]zO VLD. V PLSEAREA 9DG.• FORMATION RNNTI NS Aff Cl£M TTSNO lGT> TAT NSTALL> • NORTH • SAW BU4ER FAST • EAST CLIPPER f sQ.• salrH aR� WEST • VEST BRffi _- 6pD;nON4L RAN MAIEQIAL m Additional Notes I A.I. EXOTICANVASVE SPSCIES OF TREES. SPECFICALLY BR LILN PEPPER TRIBE, FOUND ON-SRE ALONG THE NEST F-1 . LINE ARE REEXEDED TO W RIMOVR AS PART OF -5 SITE RAN 2 All UNDSCAFE MATERIAL TO B3 O.EAIZR A MIN LM OF 76RR. FROM ALL PJBSTM AND PROPOSED FIRE IHTDRAMS AND FIRE OLECK VALVM ® 3 W.THRAIXING. TOa•tY11TNG. IDLLPOPRNG OR MIT ADV6R9= ApMt,Ig (RO®Lg THAT STWIS TLE 6R01'iIH.OQ AFFECTS TE OVf4ALL HFeI TH AND pPPE4QANY.E OF ANY REOLIQR TREE Rla\7T - P�MLI]EA a ALL PAW TREES GIST HAVE A MINAM NFL, OFM WOOD AT THE THE OF RANTING FOR THE RAEPD9B; OF THIS PRO.ECi. TD TQ - AND 'C'N-GEAR WOOD ATtc TE SAMB AEY.GIDBLBJf PER THE DETAIL ON SaeET LP0301. Plant ListA, GYM BDTANCN.NMEI )ETPRT/ �ICATOI NATIVE ORWHf TOTAL M CIK.LYlN N41e ACE! QAkM si@f.D 17 NT. PIED GROm B® 101HANR Y M _ C. REOMARE 6•BRR. 2BCAL5'CT.w L N LA6@bIRMEA X ONATQEZ 7 H, SNIDE IHMC M N 16 A CRAPE MTRRE M6 MAGNOLIA %LITTLE GEM 7 HT. SINGLE TRWC B03 Y H 6 LRTL2 GEM MA6IAUA 6 6PR. A 25- CAL S CT. MN 0 CW OUC C LALXFTIDA 7 HT. FIBD GRONM 6e3 Y H 9 A LALM_0AK 6'6PR. WCALYCT.MN TH T/SEISLAA HETHtORA'l5A 12 HT. FIED GROW 8119 N H 3 A PIW TRUAA O TRIM cam 2S CAL 5' CT, MN CC CALUSTB3CN CITRSLS try'HL A F53D GWIMN® T H 5 ® WT-RffiA6R 4 bPR, 4' CT. Us. CAL MIN A CE OONOCA mPus VAR. ssnce 15 V Ir HT. ® PiED G OA%ES Y H 13 SLVER R/TTOMMDOD 4 SM. M TG EML PULL I) C Lax cassm • A F 6® Y M 3 DAH OON HCLLT d' liPz -GM"J'/M L I U6EibTIAhIA MICA 6-9' HR. ® REUD GO'M.w M N H 9 CR4FE MTRRe w Sm MiLTFSTEA RLL LI L6UbiRJ,1 MICLTNA 6'-B' W. FED 6ROND1 B® N M 0 GLOSSY TRIVET 6' SPR. MLTI-STEM. FULL SP S PALAE'TO 7-W CT. HA:F BOOIR, Y H 25 a SASAL PAW STA66E® HEIGHTS, NO" ON PLAn V ER BASAL PAIAETTO 12 - W C.T.HALF BOOTED, T H 2 BASAL PALM STAB IB9M N) RCN RM1 COC COCl70.0BA WIfiEQA 3S X 24• 96' DG Y H 194 A 91 LEA64APE RALroeA6E [5 CON CONOGAf8L6 ER6CT6 36• X WL' OD; Y H 74 'YAP GREENEIITTO`NfOCD ""TO BABE ® VB VHA6M OWVANA 3BXW 3P O.G T H 234 WAI.TEIS V6135NM -TO •^s HAM NAME- PATES COMRACTA - a M' b' OD Y H 131 pWAf6 FIB &.61 Flll TO BALE POD POOOCARR6 MACRCAhLLW W' % IB' 30' O.C, N H 32 A POl10CPRPJG PULL TO BASE ® PST ParcHo W NBtwIGA _ X E - OC. Y H 4 S A WAD CO- -TO BAD 9011 BIXCMNI .MA SPP. 6• X 6' AS EpYM N M 12 A BLX10nNV., •. FU, TO BABE LB. 48JtMILN6 fX3BN.E IB X E' 24.OG Y H R B A 13EAQN sra=Loves Ru ro 9A� Le THE YOMTCNM NAN4' w X B' 24. O,C. Y H 67 A DWARF YAIDON HOLY riL' TO BAEE AN .1NPHAS VD2.2DVTALS YA.TQA' 3 GAL W OG N H ISO A LATE rd1G 1AP[R FILL ro RAI , LC LRIORE AL6CMD 1 GAL 24' OC N M 83 A UZOPE F TO BASE () MAH MNB i ACAPLLARG RYX`S' U. OC. Y H 103 Y r3 PNK MH.Y GRAA68 Fl>. TO BABE TR: TRP6AQM DAC!nDLi`S IB•%IB' 3"OG Y H 29 A FAFAwAT GRASS FULL TO BALE Y ZAM ZAMIA N.1LA COOS IT X %' U OG, F L TO BABE Y H 41 A l BA4 PASPA:IM,DTATLM _ 4BT3NTNE B4HS4 SOD OI5EA.E FREE LAD T/34LY, EVEN UNFORN4 N M THD GOO SIBND:A49 SECUDATM DISFJSE FR=LAID N M Tim ST. AUGbTtXE FLONTAM BRASS 71CHrLY, EVEN lN'FORM 0 Ot3NEA1B AIAlt31K CN THE CIYS Pf� EPRBi HST. V MNEATES MATERIAL PER! REOJ TREE R W%ACEMB CA.CLLATICN . -1 REFERENCE NORTH 7 1. 40' SCALE: T' = 27 PATRICK D. ' CUNNINGHAM, ULC - N .-P-. 1a pLT ;i b • Y^0#•P•-tld•b^. SS a E 51. Sapp.. GM1 San FL 34236 ; g Q W1.351.6915 gg N 13 s s w 19 General Notes L PLMR MD L4NOBCAPE A1ATHilALS EiAL CCNFORM TO 1HE BTANDALDS FOR FLORpp NR 1, AS 01VE1 N TIE GRMPe' MD BTMDAROS FOR NR5ffiY RANI& PARE I e II AB P�AR131 BY RDRDA oEPA¢mABn CP ACRIGLIL@AND CG'tiA� 6�VICES 2 ALL UTLJTM n TARE KNIDHR 1TOTE UNfbCAHE ARQSTECT PRE LOC CN T PLAN FM EXM M OR PROPOS®UTMFS AL W �,�1 OR EIJLL D� �wT11AN0 R'6 F� aF AETMaOR P IfT6.RY POI Gll' WIR CRPAD MOUNTED IRANr-Oe IBL G LARGE n WL3GHT AT MA11Q TT OF MORE 1HAN 30 PST SMALL, W RANER NO CLO6L3R THAN A HICRQONIRAL DIBTANCP OF SO FEET FROM THE AEAiEST OV®FAD � D. MEDIUM H!>6HT TREE 6EK:LR AT MAnARITY SETNA$N W AND 3O FEen @TALL W OPPSST" AT LEAST TWENTY 20 E SMALL V9135 DE6WT AT MATURITY CP LEA THAN 20 FSn RCOURE NO OPPMT. F. PALMS SHOULD BE RAMS) AT A DISTANCE EQUAL. TO OR GREATB2 7N N THE AVEI.4RE PRQ.D LENGTH PLUS 2 PON LNG 3, THE CONRRACToe SHALL E'RRl€ T T All PLANTNG ISLANDS AND OTHER AREAS SHALL BE CUBAN OF TRAGK OCNSTRLDTICN DMIS. OR OR432 WASTE MATERIALS TO A DEAR OF M INCHES PRIOR TO LANDSCAPE I STALLATIQN 4 IT S THE CGNIRACIORS � TO IBA E THAT ALL PLANT BSCI ALB HAVE FCR OPTIMM 6T}O9RH OF LAN=AFE MATERIAL BEFORE WSTAILATICN BEGINS EXISTING DRAFNA.N£ PATTERN SHALL NOT BE ALTERED M EFFECTED BY NEW LANDSCAPNM, D. RANT ALL -M AND PALMS D MCN - A NX]D ABOVE � ORAL£. -S F6TALIIB) M fiDIR TOO OE- SHALL BE �I TO THS STANDARD] REMOVE nE TOP ON TNRA d! OF THE WLE 13.4BmT6IXN ALL B S 8 MATERIAL 6 ALL H OGIM AND GROIADCOVERS TO BE RANI® LEA SPACE BEMffiN PLAWI AND BUILDINGS, wAL.a AND FHNCE, 7 ALL RANT SEES AND TIME RINGS SY%L Be nI TR WITH PRe-ELHfGI3NT HE®ICIIE AND T48N TOP-0aBuaBp WITH 2•N6! DM, LATEST CP COMMISMIAL GIADB NQ•FCYPRE36 "CH AT THE THE OF FINAL N✓SPE,TICN CONTRACTOR 6HALL INSTALL WOVEN W® SARM FASDC N ALL SNd6A3QOLADCOVHR BBXi 6 HAND DIGGING HOES F(1R INSTALLING RTOPO® TRf£S N CLOSE RROXNIIT TO UTILITIES IS IMO.NMD TO AVOD CONFLICTS A 9. ALL EtOHC VLvETAnC TO W R1440VR ROM THE SR PRIOR M n L96WMCE CP A CMnF1CATe LIP OOOUPAN(OY. ID VIEW ITOD GRALL E ARG@111PE FiAHA 11E QLMmT 6HIDVSN ON THE RAM 115T S MI EPTIMR MD CONTRACTIR 9 WlL OET®ANE EXACT DES N THE FIELD. SOD AREAS TO BE MAWANB) BY THE CONTRACTOR FROM 74E TIME CP INSTALLATION TO nE TIME OF FINAL ACCEPTANCE IL EDSING AND RR0P0® LANDSCAPING IS TO W MANrANS> P "WIMO NS CLEAR SIGR TRIANGLE NEGLLATIONIL D THE LANDSCAPE ARCMTE;T MAY INSPECT TIMES AND 8R16S WMEM1ER AT RACE OF GROVITH OR AT SITE BEFORE RARING FOR CONPLIANXX WITH THE REQUIREMENTS POR GELS SPECIE, VARETY. SIZE AND QUALITY. LANDSCAPE ARQ{7l'CT RETANS RIGHT TO � NSE4T TRff,9 AND St7lH3 PCR SIZE AID CONDITION OF SALLS AND ROOT SYSTE.B INSECTS. NLRB AND LATENT DEFECTS AND TO Re.ECT UNSATISFACTORY OR EX3ECTIVE MATIBDAL AT ANY TIME DIRNG PROOMSS OP yIORK RE.IOVE QELCf® TR56 OR swam 1LA$XA7ELY FROM PRomw SUE A M ALL MFLMAB FOR FAOH RANT (PECFIR WmON 11E PLANT LIST AM REiI!® TO M MET. A F�6OFnE M'MMAS � NOT LET. THE I SrALLED MARSHAL. MAY M MAY NOT L£ HE,L-CCIR W A CASE BY CASE BASS BY TLE Al-T. QMER. M 1RIWICTIW POP BtMwE ALL TIME CALF- AND CONIAI.15I &MS NET® ON THE RANT LIST ARE A MNRMM CONTRACTOR TO INCREASE THE Ste F NECESSARY TO CONFOM TO nE RAM 6ZE8 AND 6PEQPLC4nCN6 14. NO 61ffiTIMIONS 5 SE ACCEPTABLE, F �ED LANDSCAPE MATERIAL B NOT OBTANA8IE GHAT PROOF OF N ONNAVA1ASA I ro LANDSCAPE ARQAITFGT AND 1 5DICTCN TORB71- ATTH THE PROPOSAL FOR L OF E ALSNT MA18 IS N EVMT Ce D16CIRSPMICY. THE PLANTING RAN BWL TAKE PREOMORM OVER THE PLANT LIST. 16 T `Ow STAGED Lacy F RFS7LlRR AS Ltd NEi85tiY SY OUTER AND LANDSCAPE AR(SBTECT TO AS UM, HEALTH. SAPETT AND N'9FA0.' F01OE8 R N1pS AKI G TO ALL RW SHALL W 6F. TALL ROYALS, ACTOR AND LENDING CREATING N Il ALL WOOD AGE 02 TO � PANT® FOREST 6RL$N STAKING PROC®LPS3 Sl4LL BE 6TANDAID CONTRACTOR PRACTICe QEATNNG NO 14PK DAMAGE DR RlIIDE SIRANGU.ATKN OF 1REE P. AIL PLANT MATERIAL GH TE RANTED WITH ­6029 AG W AN APPROVED EOL N ACODTL)AV WITH - M WFACTL?G RSCOM ATIC66 FOR nE RATE CF APPLICATKXN IS AN ALDCMATIC IiDRIGATION STSIBN WILL PROVER NNCH AEt-f5 aQ IXC®G TE Flll Q<fXFRB.S'l15 OF IFE aND aEVHAPAL'NT ff9J?nCNS hE CMNT WLL SLPFLY MA� WITH KXDI MIGATION IALITOMATI. mNtQAGE -1 50a OVERLAP MINMAO "m TEN DAYS OF INITIALINSTALLATION. IA CONTRACTOR TO INSTALL THE R "TON STST0,1 FOR TIE J RSO CTIONS REGULATIONS 70 CONFORM TO n LANDSCAPE OBSIG. va INFINLTy };ry(-arRINC 1208 Fast Kmwdy BAulrvard S.h. 230 Tampa, Florida 33602 [p]: 813.434.4770 ji :843.443.4211 .i-gw ..' T FL Can. 9TAulh.No. 27889 - a•t Ham. arN Add.M ' OR GIAW OILY INC. PATRICK D. CUNNINGHAM FL REG. NO. LA0001689 DATE J i a it W Q Z 0) zz LA m 0 0 W m �a V P.laCw. Shad 35-494.00 08M42020 LP .Ot.Ot SOY AS NOTED J 7 .1 4o yo ho SEBASTIAN 13211LEMIP (r11=1 rl) FELSMORE ROAD (DEED) COUNTY ROAD 512 (DEED) RAN VARIES (IMPROVED) - san6nIL fin Awl hydraN servla 5 xMlinp 1no6' • :I a waiar li Ij � �; = as � ,� •,��y- � oh EXISTING AND ULTIMATE aiaerq In Ir RIGHT-OF-WAY UNEB N/tlnnl C- ' 1 I fi� fm Im �D 1 I jj • .. -PALM . g2 / f D afR 1 I ' _� /o�IRId nA p' INTOIpLLIED I ��� ° • 1 1f[OBAS OPERIY , n I •v •• • • NAeNhowoxc orRi" Wa w I •`� - 1 i . 1- j kRRIa AREA _ 4 \ � I � v•f•jvA r - i 00 I�— RqE aARR-ADE Na1AUEn A±RKADEAREARWa P lij op r ,I F > I if I I>- < \� 1rPAUN a ;- I l , EASEMENT 2O - ■ O.RB. 847, PAGE 21. -\\ I � tf0 3 11'MK 2 1 I BUILDING I I PROPOSED 14I I . ( / TOTAL =4.FFE 35'8 SF SF — I ( 1 \ 2 —.. ...—.. I — — — — I j + Im1 I + NOCMF I Existing Tree Inventory List Q REMOVED RATIO REPLACEMENT SIZE OAK TREES 4"- 9" DBH 1 1:1 1 TREES 12' HT., 2.5" CAL. Q 10" + DBH 2 1:1 2 TREES 12' HT., 2.5" CAL. PALM TREES 17-18" DBH 2 1:1 2 PALMS 12' C.T. p REPLACEMENT TOTALS: (3) TREES ® 12' HT., 2.5" CAL. MIN. p (2) PALMS Q 12' C.T. MIN. p EXISTING TREES: NO, jREE DBH 1 rECIES AK PP. li 2 OAK SPP. 1 V. 3 OAK SPP. 14" 4 PALM SPP. 12" 5 OAK SPP. 6" 6 OAK SPP. 14" 7 PALM SPP. 18" CLASS. ACTION CREDITS Q SPECIMEN TO BE REMOVED - 1 TREE SPECIMEN TO BE REMOVED - 1 TREE SPECIMEN TO BE REMOVED - 1 TREE Q SPECIMEN TO BE REMOVED - 1 PALM PROTECTED TO REMAIN + 2 TREES Q SPECIMEN TO REMAIN +3 TREES Q Q SPECIMEN TO BE REMOVED - 1 PALM Notes: I. TREE CALCULATIONS ABOVE ARE PER THE LAND DEVELOPMENT REG..LAT!OVS. _ for fi 2 THE CITY MAY WISH TO RELOCATE EXISTING TREES AT OWNERS EXPBvSE TO COUNTY PROPE3RTIES WITHIN THE DISTRICT. c 3. A TREE REMOVAL PERMIT IS REQUIRED PRIOR COMMENCEMENT OF DEVELOPMENT ACTIVTY, 4. THE CONDITION OF THE TREES LISTED ARE BASED ON A n VARIETY OF MATERIALS, AS WELL AS FI9A OBSERVATIONS. AND (n ARE TO BE LASED AS REFERENCE ONLY AND IS NOT TO BE USE FOR TREE PERMITTING. A CERTIFIED ARBCRIST. NOT THE LANDSCAPE ARCHITECT IS RESPONSIBLE FOR ANY TREE EVALUATION REQUIRED BY THE CITY. 5, A CERTIFIED ARBORIST IS TO PROVIDE FINAL TREE DISPOSITION PLAN AT TIME OF TREE PERMITTING, THE VALUATION OF TREES SHALL BE APPRAISED USING THE COINCY OF TREE AND LANDSCAPE APPRAISERS GUIDE FOR PLANT APPRAISAL, LATEST EDITIONTREE BARRICADES FOR TREES TO BE PRESERVED DLRING CONSTRUCTION SHALL BE LOCATED AT THE DRIP LINE, UNLESS OTI-ERWISE APPROVED BY THE ETNVIRCIVENTAL REViE:W STAFF, PRIOR TO COMMENCEMENT OF CONSTRUCTION PLAN VIEW p, b IDIRB �Dlaafi CMLIDLI� f3-H nDa�mN wrelaATvtlmnm 6. DRIP LIRNES CAN BE ESTIMATED BASED ON I -FOOT OF RADIUS 'OJ' FROM TB -I T12LW IN ALL DIRECTIONS) FOR EVERY I -INCH DSI-i (DIAMETER AT BREAST I-EIGHTI 7. h£ AREA WITHIN TrE DRIP LINE SHWLL REMAIN U•D!STl32BE0. 8. TINE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN TEW DRIP LINE OF PRESERVED T12EI59 A IMPROVeAE9NTS, FILL, MACHINERY AND VEHICLE TRAVEL OR PARKING S. LNDERGRO.IND UTILITIES C. GRADE CHANGES. COMPACTION OF SOIL OR EXCAVATION D. STORAGE OR CONSTRUCTION MATERIALS. 9. TI-E TREE PROTECTION BARRICADES SHALL CONSIST OF A CHIAINLINK FENCE OR ORANGE SAFETY FENCE PER TH-E DETAIL LNPa^S OTHERWISE! APPROVED BY THE CITY. NOTM I. CALIFS 18 MEA&fRM A:L EXISTM TREES TO EE PROTECT® DURING ANY LAND CLEARING A10/OR d AT DIM£T@ AT BREAST 4EKiRT Q CONSTRUCTION AS FOLLOWS . AS ABOVE GRADE w M012 TO AMM' LAND CPAA!m 2. THE MAX RC-0URM OPERATIONS. 7EMPCQARY BARRIERS LN ""TURO® AREA &PALL NOT IX® 24 9iBE INSTALLED STALLED AROUND ALL 72EES TO REMAIN WIIIFN TIE LIMITS FEET FROM TIE CENTER OF LARD CLEARING OR OF 7FE TRH. CCN5T=TICN ANDl ON SWAU. REMAIN UNTIL � COMPLETOF WORK C21P LIE TREE PROTECTION SHALL COMPLY W,TH TLE.D.RISDICTIONS REBI-ATIONB 2 X 4 WOODEN POSTS (BI NO MATISRIAL& TRAILER" A' MAX O.C. d'-0' HT. MIN ell S-Y NT0 GROUND EQIPNBNT DR 0PEM9CALS "LL BE STORM. OPERATED OLAPM. BURIED 4•-0N CR BLRNID WITIAN lFE PROlEC1B MN ORANGE SAFER FENCE AREAS. z NEW OR USED OR OTH@ —sIMLAR BARRIER YMC41 NO ATTAWA . W92ES K)TN32 UNITS AOCESS TO THE THVNN PROTECTIVE GUT WRE^A AREA MOT ATTACHED TO T,EE SIGNS OR PERMITS ISO" BE ATTA. TO A PROTECTEi11Rl�, ` TO INCLUDE MN OF 1p PROTECTED TREES SLIM BE PRUNED TO RESTORE TWS NATURAL 0.75 FOOT PER INCAP OF DBH OR W_a MN. MCEYER GREATER 508 AREA UNDER ORPLTREE.E OF TREE. SLIAPE AND FIMLLOM AS NECESSARY TO COMPENSATE FOR UNLESS ADJACENT TO SITE UTILITIES ARE! BE ANT LOSS OF ROOTS AND TO CONDITION CONSTRAINTS SUCH MYO STIMlATE ROOT GROMTD AS STRUCTURES. CURBS. LAKES. ETC. TRBN081) WITI AN UNDISTURBED AISEAS OF O TREE � �T TRff PROICCTIDN SYSTEM 84AALL BE IMMMIATELY AFT@ DAMAGE OCCUM TYPICAL TREE PROTECTION DETAIL NOT TO SCALE 1 13 REFERENCE NORT D 20' 40' SCALE: 1" = 2O EE PATRICK D. tl CUNNINGKAM. LLC • f • Imp+nKq � . I.�ga.Wu.en {[ 8 steBypha•onva � 9anmN, FLMRB6 = D 911.151.8915 aa� [ g$ q$ iC E S ffi � ;lz INFINITY ENGINEERING GROUP, LLC 1208 Ew Ke° Wy BPukemd Suite 23D Tampa, Plarida 33502 IP)' 813.434.4770 Iq:83.445.4211 ..11—l'.DEI PL Cm. dAmN. Na 27889 ' C1WNm aM AalJm GIANT OIL,, INC. J=IT PATRICK D. CUNNINGHAM FL. REG. NO. LA 0001669 DATE IL J <o W 0 11���SS11��]]j1j1 V F W 8 a F ¢ � S T,:=CNR. 35-084.OD sNlEat D8/,42020 LP.ozo� uM 0.5 NOTED YJBC. Rio)barrier • �b o�-)arrier 0 ', ;°n""" Bi+arrier • (1B LT FAC-� EI5 N7(IBB FA-0X:615 847968— FA1h 415 E aLla - tAtNtRNtIIRN H r'S - 2�. 9. D. non D� • 'L� � . . . wm 9X t fal.6 GI¢ alit 6 y.. WW] r.,o)IN� (Oz��4IM, YR9.H . . . . WM]IDT'.WT4eK" i- IM0-mtm �- „ p . 3 ' v`-;_ trtTUT IaIDGT taw I,� .• .. V, � _ _ �~1`• 1 Ay41NVllW ®�N� tayG �tlMft MTV U �nP�tmty�svc SQ dl�pp� ImFEII IM 1N94 .P-:•• Y•�@'$ ..' �'n pI e-�yN�AIIyW�t N�tI[x<RapOptnlfYeN9 �t � NM of Wu, SECIIDN A -A �� wn ///// ,: :t;••. .. v r t�n....1a T sa sT/aml �6WW9M1 x0ot �WW ®_ _ �:-.: ' . v ••:. •--:; •ti: �_-htlal : _ MMrw F9dJ Em99L a tosE1 No9)RTA . r' Ala t. 14utlap W E mMDatm N tl94YtS IIN Y9f�aLT,a4DfH tamrAbtR iAI4IHNRDNW h JA'PN4[t i.a YY.ld[)aF.S 9'�WRIe Ili 1 W IR 9YiF D,rIIm S StE ,t/NHtF RUNS tq IBIC ./).YNaI L 16TIIL1TAa w E [.WUm N MXaNN1I MN WMV-r+u[.t smrdml¢ 1 StF NXIIO OE1M3 ttM N1E NOINEOtI 4 NI mlatm ,LNI. ff a01] ] W tlm F.n[ PWt2 A uM 9RI)0 E 110161F9 RW 16L 9l4 EGS H1R IYN9014 OUHIIR ,I,9p1MI11A A I(Stl�Wtp�WG�eMN N�nRPCtI N xd 04W� nsRf. /a69p,[piNtpt gW6 ] � ON4s roe IYR Notlktda p�ppN A SWF ILL JIGS K ORl1FD M wII.JY[ dYJbIII. l IOVI I4�C�A �G019�YIR�N Ik Ow to I �[tI'sMp mat wY� 1 � Ew �� NaN�I lvt mlYlmouAm. 4 MS q!W 4 W R Y6m N W W[TM 11�HMIM FNP�K E1�C 1. MP4Ill tmvATtS W mlmtiW, ndo, W .6Th1.Vad ] �1N�94 IPIC ,Oa n4RtT NP NO494 .IOYn1N 1t9, Nt�Jh]R m�I41m tGimla NYwI ]w-wt ] mm4clu4 tc xo wrswc erw+�a�'1� mNnRrn..Na.,m, (---)ROOT CONTROL INSTALLATIONS O ROOT CONTROL UTILITY LINE INSTALLATIONS CONTROL INSTALLATIONS,, �, is wnWmt I))IBTIWE -56)oi Oym/m tltn#�'�.�... �aiir•:fftort-abml R,/GJG aaam6J.bTaeal l9Dg9H9 tN ta"m,r-S,om tN/R/m mdYlSAHC�ICM1 TYPICAL ROOT BARRIER INSTALLATION POINT AT VM)CI — POW AT W GCH SPECIFIED OVERALL NOT TO SCALE SPREAD SPECIFIED SHRUBIs L JI Gur Is MEasnEo PJWT MATERIAL SHALL NOT BE PRUNED S� 5 LATERB OF &NAP. it STEE±BMDB L9/4' HC51 5WX4•X6D WOOD BATTB16 SECURE BATTU S WITH 2- 3/4' HIGH CARBON STD SANDS TO HOW BA —TONS. IN PLACE ND NAPTR.B $SV•LL BE ORI— !NTO HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF 7W PALM FOR eDEQteYE Ise..... 4' kO4 BERM TO CREATE A SAUCER -LIKE WELL AROU THE TREE PIT TO HOLD WAIT NOTE THW2E SJAL:. BE NO EXTREME SUCCULENCE. I I I R" PIT TO BE 1H/2 TWI S THE DIAMETER OF THE PLANT BAIL MW TYPICAL PALM PLANTING DETAIL NOT TO SCALE MPHMM OF NNE M G170D PALM FRONDS. TE THE LEAD OF TDE PALM FROTECT BUD. LET STRIPS REMAIN FOR AT LEAST FIVE IS. MONTHS Twin ONLY THO.M FRONDS OF TQ 4121G OW LEVEL 1HINc UTAMtTER 19HA11 BE IXYJ51S1EPtT - WITHAIf ABRIH I� ND SCR OR&CP.FRED TRUN6 ALL O-IT. E PALMS SHALL BE KRRICANE CUB. WRAP 6 LAYERS OF BURLAP TO TRUNK AT PONT OF SUPPORT V3 HEIGHT OF TRUNK WRE 3 WOOD CLEATS r X X X 6• TO 112UNK AS SUPPORT FOR BRAG. 3 (IMI WOOD BRACES 120 DENS APART TO REMAIN FOR AT LEAST 12 MONTHS. NAIL TO WOOD STAKES 3• INCHES) MUCH ED(CLAT OVER ROOTBA:U T X 4• X IT FOOT PAD FOR SOFT SOIL CONDITIONS BRED 3(INCHES) BELOW GRAM TOPSOIL MIXTURE AS SPECIFIED FULLY WAT82 COMPACTED ROOT a-„ BOTTOM TOP ABOVE FINISHED GRACE COMPACT® MOUND OF BACKLULL MIXU1>E REMOVE TOP V3 OF BURLAP P NATURAL RE.10VE ALL B a.AP .F SYNTHETIC FILL MATERIAL SMALL CONSIS"OF AT LEAST 15 NATIVE SOIL FROM THE AME DUG FOR THE PLANT. S W12ITTEN SPEC FICATIONS FOR PRIOR TO INSTALLATION AVER RAMS HAVE BEEN INSTALLED EACH RANT SHALL Be PRUNED FOR WPORM;n. PANT TOP OF ROOTBALL F4VE N WITH CR SLIGHTLY HIGHER THAN FINIS® GRADE M614M FA 3' (.Y' tiB) DES LAYER OF MI.CH TO COVET ENURE PLANT SED KEEP M,.LC4 T (INCHES\ AWAY FRWIMNKS. WET DOWN TO STABLIM - BURD 4'-6 INCH) CONTINUOUS SAUCER ARQND THE TREE PR TO HOLD WATER. RAIDS Imp—mmir1 --_ . ROOT SALE GREATER THAN 7U' IN DIA. •.IT^� BALL 5R ON MOUND OF UNDISTURBED ROOT BAGS SMALLER THAN 7-0' DIA MASOIL TO Pr EVEW BET:'..WaY SIT ON 6• MN 6' MIN . _ PLACE ROOTBALL AT BOTTOM OF PLANTING 1 — PIT ON UNDISTURBED SU DWADE ROOTBALL FILL MATERIAL 54ALL CONSIST OF AT LEAST 213 NATIVE SOIL FROM THE HOLE DUG FOR THE PLANT. TYPICAL SHRUB/ GROUNDCOVER PLANTING DETAIL NOT TO SCALE WIRE GUYS, 3 OR 4 STRAND NO 12 WIRE SPACE EOU2DISTA AT 45-DEGRff ANGLE TO FIN: GRADE PLACE 2 - PLY .USES HOSE ON WIRE AT ALL PONES OF TRIES CONTACT EXTENDING (INCHES) BEYOND TRUNK MINIMUM W(INCHES) D® LAYER MXC I MAINTAIN MUCH — 3' (INCHES) FROM TRLN'. ROOT BALLS GREATER THAN 7-0' IN DIA SHALL SIT ON MOLD OF UNDISTURBED SOIL TO PREVENT SERLINIG ROOT BALLS SM LL ISR THAN 7-0' DIA MAT SIT ON COMPACTED EARTH RACE ROOTBALL AT BOTTOM OF RLANTTNG PIT ON 6' WOES LATER OF COMPACTED BAC04LL HALF) ROOT MOTH HALF) ROOT BALL MIN BALL MIN TYPICAL TREE PLANTING DETAIL NOT TO SCALE GUY WIRES 120 D EQUAL SPACING AROLh9 TRM A� STAJ� LNX R 16-10• WT.) TYPICAL TREE GUYING DETAIL NOT TO SCALE TRUNK BRANCHING MAY OCOR WITHIN TINS AREA DO —_____ ----£A 4p HRIfB t1,TR@a9il0 ,� C/NL H TOt EN)aw�OL9Goa � REFERE, NORTH 0 2d 4W TYPICAL PLANT SPACING DETAIL NDT TO SCALE SMALL TO MEDIUM TREE CANOPY TREE OALTI-Tam (SING- LE-TRLNO CLEAR TRUNK WITHIN SIGHT TRIANGLE DETAIL NOT TO SCALE POW AT WHICH SPECIFIED OVERALL TOED HEIGHT 15 MEASURED DO NOT OUT CENTRAL LEADER SPADE TREES SHALL HAVE A SINGLE. STRAIGHT TGINK WITH SPROUTS CLEANLY REMOVED AM BRANCHINIG UNIFORNLY DISTRIBUTED. POINT AT WHICH SPECIFIED CLEAR TRINC HEIGHT IS WEASL12M RAW TOP OF ROOTBALL EVEN WITH OR SLIGHTLY HIGHER THAN FINISHED GRADE 4'- 6' IINCB) HIGH BERM TO CREATE A SPIKE R-UK= WELL AROUND TREE PIT TO HOLD WATER. ISI GRADE MIN" T X 4' X 24' STAKE DRIVEN T INC-ES BELOW GRADE ffRE SE RE TREATED) REMOVE BURLAP FROM TOP V3 OF ROOT BALL IF NATURAL. REMOVE ALL ELQLAP IF SYNITI-ETIC. BACKFILL AROUND ROOTBALL AS SPECIFIED. FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOL FROM THE HOLE DUB FOR THE PLANT, SEE WRITTEN SPECIFICATIONS FOR BACFiLL MIXTURE POINT AT WNICI SPECIFIED OVERALL TREE WIGM1HT IS MEASURED THIN BRANCHES BY 251 OF THE TOTAL — MASS RETAIN THE NATURAL SHAPE OF THE PLANT. NO PRUNING SHALL BE DONE PRICR TO INSTALLATION, APPROVAL. AND DIRECTIIXJ BY THE LANDSCAPE ARCHITECT. WIRE GUTS. 3 OR 4 STRAND NO. I2 WRE SPACE EQUIDISTANTLY AT - 45-0EGRED ANGLE TO FINS14 GRADE - PLACE 2 - PLY RUBBER HOSE ON WIRE AT ALL POINTS OF TREE CONTACT EXTENDING 7 (IN0-ES) BEYOND TRUNK !EOJIRED CLEAR TRUNK VEA.BRED TO BOTTOM )F CANOPY) 6 MIN AT MATURITY). PATRICK D. CUNNINGHAM. ULC • Ini4dnp..utlYl,gaa eSS� 519 Sap)m.O4re - g ftt FL3129a I}.911d514915 a@a� tL r2 Q i �d9 3a — PRUNE LOWER BRANCHES AS PER OWNERS DIRECTION BJIID 4'6 CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD WATER. — TX 4X 24• STAKE (PRESSURE TREATED -GREEN PANT IS OPTIONAL). FINISH GRADE TOP OF SIRLAP BALL SHALL BE AT 1 _ __ LEAST T (INC-0 ABOVE THE FINeW-® GRADE -- _ . _______ � * _ - T, -- DIAMETER Or HOLE FOR BAIL MINLMM 3' (NDHES DEEP LATER % TO 7-0' SHALL BE TWICE THE OF MLCHL IBM WRITTEN SPECIFICATIONS IN M.LCH 3' AI FOR Type MNTA DIAMETER OF THE ROOTBALL DIAMETER OF THE HD.E FOR (INOWS) FROM TRUNK 2lONE HALF 'HILL 1/2 LOPE HALF ROOTBALLS 7-0- E GREATER SHALL BE 7-0' LARGER THAN ROOT BALL M ROC. ROOT BALL MIN THE DIA OF THE BALL — ROOT BALLS GREATER THAN 7-0' IN DIA SWALL SIT ON MOLD OF LDiSTLRBED BOIL TO PREVENT SETTLING. ROOT BALLS ALL62 THAN 7-0' DIA MAY SIT ON COMPACTED EARTH TYPICAL IRRIGULAR/MULTI-TRUNK TREE PLANTING DETAIL NOT TO SCALE Vi INFT i IWW 1208 Fe.t Kennedy Boulevad Suite 230 Tamp.. Flm(d. 33602 IPI: 813.43H.4770 Iqw: 813.445.4211 ae8mupnH PL Cat of A.,N. N.. 27889 WIT DM NEro RMA4M1.n GIANT OIL., INC. PATRICK D. CUNNINGHAM FL REG. NO. LA0001669 DATE m mmeZ W OQ U w g t � D4a 35No. 35494.00 ShN ot 08M42D20 .03.01 Sl AS NOTED r --------------- f o - 5alf� signal �/- lunalon bNea walk aiplQl Polk 50,0 I I I I� I �SIIj I PLAN VIEW s 20 t. oIAL�EWWL —� Fm`�FRe�i "IPo ars�mY I vew:KXlRaIRw _� ��roaarnE IRRIGATION CONTROLLER NOT TO SOALE ORPIIEFG� PVC - DRIP I'AjJNECTION NDT TD) Ea.G,e ®>tp II -Ili —!I- -7-- a F u� RDtI,LE -aLA,m.LLI. " smDNg TURF SPRAY HEAD NOT TO SCALE WW6tC ema�T.X4� —A,�# - � �� I X.Lre--SI �I: 'i gE(LItONTROL VALVE L�K,�IIM.,®ate TURF ROTOR HEAD NOT TO SCALE �mlao Toe NlXae ie�v4.w�n FAO NNLAGF._� �TOQ�VAIaN TapPXGF1„aR 2+ QRIP ZONE CONTROL VALVE Additional Notes L AN AUTOMITIC RRIGATIM BT'BTBA "D ff PROW pE0 THAT MEETS OR EX(ESCfi TIE FLAL —6 oP n$ IiLD D'_YELOPAEM RE91AnGa 2 TLE 00a Wu 6LPMY ALL PROPOSED PSANT MATH2IAL WITH I= 4ltlw^ATICN LAI7TOMATIM COVEII G wT-` 501 OVHAAP MULAI.E WITIN i DAYS OP INITIAL PSTA!lAn04 TIE CONIPACTOQ 5— MATE AIL m.AETA@nS TO TIE -"T N 6T8TEH To NaCS IOOa CAVERACP. 8-H C— REFERENCE HDRTFI 0' 20 AO' SCALE: T• = 2a PATRICK D. s CUNNINGHAM, LLC Santob. 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" ' "'°A'a" a'P.'c�eoexa '° IrmaATIRI °Pe Iplt 813,434.4770 AA Pce AD III: 813.+45.4211 aVvw3egsoup.net FL C L of ABth. No. 27889 VOTE VLLVE ULLtX. 11OW IlIt,1� F _7���. m� Sleeve Size Schedule LIMNFLDgRFd W PZLLP L@69R Dp`ALE. 46 s b TICd1uW �BrAN[ ATTQ'J�NQ1�� l O V-4• General Notes I. RRIAl SYSTEM DESIGN REOWB•5•R6 25 GPM • A MNALM OF 60 PSI AT THE PONT OF S AL- POP -LP Ell LEADS 84ALL Be WALED I.Ma A10 FiA.8/ TO GRADE C011SCTO`L TLe RRNATION CONTRACTOR SHALL VERIFY TILE AVAILAE.E GPM A0 P61 PRIOR TO INSTALLATION OF TIE 6YST SA 14 LOCAMM OF AIL BnNKm LEADS 8 ME SITE ADLEIEO TO M WATER OVEROQON ONTO 2 DO NOT !$TAIL TIE RRIGATICN 6T61E.1 AS SL OVM GV TIE DRAWNGS VVIM IT 16 OVIVIOLIS N TILE FIND S1LLDN6 0. A0BS AND WA AY6 nRORLP VALVES M SPRAY ZONES AS iEO11T81 TO R�HLT FOC6NC. T AT COFOITN4-S eGST TIAT MBNT NDT HAVE t�l CO6103✓®N TIE Pl FROCSfi ENAARE OILSISCTION7. GRADE OFFS-X M WATER LEVE-S. D—SONAL DIF DICE4. ETC IS WAIL DQP TIEQB AT Wt AN) COVHI WITH M1101 TYPICAL EPACB.E FOR DRP TLE— 0 1— TO t✓ff8t TO TIE LMD60APE PLAN TO AVOID COIF ICTS All TLEING EVERY 7f WTTH e-M LOAD WM TIEING STAKES, WALL FW.iI VALVE ASSMALIFS AT ALL 3. PPNG MAY SOAETMM BE INDICATED AS BEING LOCATED N LIL V AREAS IE- LNOER 31DWB6 OR PAVEMENT. Ol1T6DE OF PROPERTY LNE N LM133 OR DIT6p, ETO TIUE E DOGE FGs 6RAgIC GdRITT TIEING 9EVV0 INDIA OKY. NAETEVER POS6ELE PIPIJG 16 TO !¢ N6TALL81 N PETAIX$ AREAS IA EXACT L-OFnROLIffi LOCATIONS STALL SE COOQDAATED WITH AN OYilV6tS �ATIVE MICR TO INS RE8GN69.E FOR TILE CONNECTION FROM TILE PoY\'ER 4 ALL COAPONINIS ARE 840VM A D= DEPICTED ON TLE PLAN SHSET6 PFFiOXMATE LOCATION OALY. A ARE FOR O.AI-CATI W PLRPOSES. TIE FNAL LOCATION OF ALL COAPOPEI-RS TOO TLECONTROLLERS), bLWl t£ EiBECf TO APPROVAL SY TILE OYA� ADD/OQ OWNYS ITATIVe U. TVE CONTRACTOR BiA:l BE IIES' a c FCR HA® WRNS ALL ELxiQICAL SIB,VICE tXJNECntXB. ANX SNAL. R TWO m ADDITONAL SETS OP WI4B N EACL MRECTION TO MAGI ETD CP TLE MAN FOR 5, DO NOT SCALE PLAN POR EXACT LEAD LOCATCA FUME LEE a PPE R2S 8II11 COFFO0.1 TO THO.� QI TILE ORAWNGS EIESTIMNG WITH SXIALL@ PIPE SIB VIIL IS. VET MGAnM CCN@GLER P MAI—ACTLDETSa 6PBCFIG4TIOT-S NJT He PHACTT®. N AT EACH IRRIGATION OONTROUBZ WALL A 'SECONDARY B � TO TIE NDCMNG 620 7. MAIRI.mC FITTNG6 8AU WPVC DOLL 10 MX T FITTV16a PIPES PLACED N SLgYB SHALL SE SCM a0 SMVEIV V— PIPE V ADEQUATE RESTRAINTS REEVE LOCATION ATE ACCOAPANIEO WITH A T VOLM POWER BPPLY WTIERMATIC a OI OR EGUM A EIE4TRICW. GAGE FOR TIE OONTRCL W— 20. A WFATLJW EASED SENSW WITH NDSACE 6— BE CO—ED TO RRIGATIM CWIRGLSE. TLE 6EVWR/ BALL AD.L6T RRIGAM PROGRAM BASED ON ONLY WMdnER READNGS 6196012 S AALL M a MAINLINE IS TO W WALED WITH A MNMM W 18-N DEPTH OF C .. LAnBiAL UI6 ARE TO BE NSTALIID VI11H A MNMM OF 7 DEPTH OF COVER. NSTAU5D TO MEET LOCAL CODES AADAOR MNMIM MANPAC11At3i6 �nO ($IQIL'TIOI-E. VMDALW MD EASE OF SERVICE 8— BE Cal N LOCATMP TLE DENCE A UiMB6 DTIERVI.,A' NDICATED, ALL 6119EYF6 ARM TO SE PVC EG! 4o A0 TWO m N IS AL SIZES 21. RRISATION CCM1'RACTCR SNP T AIM AN A T WAVAM ON R6RODLICISE PAW DFTAILNG LARGER MAN TIE PPE TO SE 6L�= FOR EXMM TIE SLEEVE FOR A 2-N PPE BL AU, tE 3-N TIE ACTUAL N6'ALJ+nCN OF THE 021GATION SYSTBA TIE ASSILT DRAWINGS BLAU. LOCATE ALL MAN LNE PPN6 COYIROL WIRE V R SPLICE. SLEEVES MD VALVES 6T 840BJ6 EXACT 10 PSTALL VALVE N MJt?p B®G MO/OR N LWi TRA FIC AfEAB All VALT� . R381 VALVE3i AW AFABJ?@.BJf6 FROA1 PlEll FEATI1ES MLMOAIGli, EDGE 6 PAVB.BJT. Pl W PCI$, PIM VIBE SP.IDEB ELI— SE "BTAL1 N RAN BRD WDM FLAMLYD• STRLICRRAL POAM TiA6TIC VALVES BOXES HYDRANTS. ETC. L OLLEM DEPM OF COVER ON MAINLN ATO SLEEVES II. TILE BDT:OM AM 61C13 OF TE VALVE (SORE SYVL IlED WITH 5.:..-,.. FL�IO IETALL A 9-IN 22 NO PRmIDT BE6RnLAMM WLL SE PERWTO M1 CAADE IT TIE NRITTO PEQM661CN OF TFE OMB@" RER�ffATVE RQIGAnQv CQJIRALTOR TO PROVOE 61B.II'TILLS TO TLE O� RITATIYE DEEP f!® OF (RAVEL Or lLE LAM1O6CAPE FAS21C TO �AIE A OQANAQ GULP. POQ APiROVAL F41DR 1D AETAL.ATIDN M TLE TOPS CA ALL S6QLE "IsKL R6 S4ALL Be WALlID 12-N ABOVE LEIGHT OF BIdiIXTDTA PLANT M, ANY OT ER MOIgMNT N''LOL THAT IS NOT OT18tN1iP DETAILED OR EPECF 61,1011. M NSTALLEU _ MAn3MlL FOR PLANT 6.8 m OF 12-N m MORE REPORT R15HV WDH A5 Rf3MR STARE ANT NYLON CASE TES A:l RSE2S S— ME PLACED A MNALM W 12-N FROM ANY SDENALK. EDGE CF PAVB.BVf AS PER MAMPACTLiERIS RECONIV E TIQB A•D LOCAL CODE OIwll Nama W!AEOau I UU`IW OIL, INC. PATRICK D. CUNNINGHAM FL REG. NO. LA0001669 DATE a Z Vei g a <� a O Z z O V �m m� F VI g Pnjad NA. 35-499.OD Skirl SS $r= IIRa01.01 S AL A 1 4,16 SEBASTIAN BOULEVARD (FIELD) ��. 942 48 3.50 36.08 FELLSMERE ROAD (DEED) '" COUNTY ROAD 512 (GEED) �sEEnsYUN -, RAN VARIES (IMPROVED) 2.17 FN T ��_ \ 3.42 16.08 — ® FUEL TANKER feet ".' Iz Tractor Width : B-08 Lock to Lock Time : 6.0 Trailer dth 8.00 Steering Angle 30.0 2 � ' Tractor tTrack : 8.08 Articulating Angle 0.0 Trailer Track : B-00 N68-18-58•E 133.50' (M) c' f �r!�... I. �y. •'ter. i ' r Z kj r------- 'i ' •-A•� ----�` 1 I �! NEW BUILDING } 20 EASENENr I I GFA = 4,067 SF I I • FIFE=9.35' I 7.0 I 1.4 M E0 m -� —a. ,� ° O Iof 1 �$ 22'T6'Vv T33 54�( ull — I I I I !--4 O IL I jI 1 �LUb 4abiANAYa1 I I PLAN VIEW I NOTED NOTED _ SEBASTIAN BOULEVARD (FIELD). I . �i � "°° - FELLSMERE ROAD (DEED) at COUNTY ROAD 512 (DEED) rtbEEAsnaai R1W VARIES (IMPROVED) ° O I O REFERENCE— I NORfII L !II (Y 29 d0• - I 8.00 24.00 W_�_�• SCALE: 1" = 201 erp°NT asarN5_ _� •: �_ - _ Pumper Fire Truck _ 1 feet S @ Width 8.50 . r$ _ Track 8.50 Lock to Lock Time 6.0 8 E Steering Angle 37.8' •m I � 3 • • • — N68_18'58•E 133.50' (M) I S z ...�.. —• —...— __...: 13 w- 13 t ,. '::: r: r:' .I - "•7 = I ? INFI RING ® o N��ci�t��L�.F ;'::': •: I I a 1208 EaNen Kennedy e°ul—d ` . au1,.230 Tampa, Florida 33602 I813.434.4770 19 :a13.4as.4zu t I I off FLCen. •riAm.gmh.No. np... ' � �-:}:.r: .': .i '.�t.l •i = � � 27a99 r ci CI:...:.:: I •I. � W N CMd N.- ' NaQ Z i L 4 �• - i • �� r I - ".�.;�j•c:�'rCisj{�.�>� i ..L .:i`:i:;-w"Y .i NEW BUILDING 2C EASEMENT I GFA=4,067 SF C.N.E.bir. P4EE ZIlE :'::;; I I - ��;, 1FIFE L , ram;+----- - -.- ---e -- •i I� .. �.. ' d� ,7E °I ,E 's ,-4 Y LLI ' I I I LCT! NLo 8 Cd� ago e r a. ' I Y I'i41T o FL REG .64065 •, i = ��rrl SIS pMAY., 13 ST E OF � � '0a. ®111111 Flo `_ice~y PLAN VIEW 1 SCALE NOTED 4 m gF � �i a a7C•� or it F � g SA0101 L N SEBASTIAN BOULEVARD (FIELD) _ 1 FELLSMERE ROAD (DEED) 1e.00 s.00 20.00 COUNTY ROAD 512 (DEED) ) �see6snuv— R!W VARIES 500 I Z11.00 5.00 ISMPB feet _ — z Cei Wdth : 7.00 �•Y Tmllar Wdth : 8.00 - ® C. Track : 6.00 I"' I I"I' I I I"" 7-;,+•�ev �I•.;' 1''✓�•� ' LM*to LWA Time &D r St.-.g Angle 31.6 Ag daft Angle : 70.0 I 6 row � I 77, `` ff s v' �'•wt� I ji o I �i::; 3 a IL ffi:6 NT uti ,,U GFA=4,0875F r FFE = 9.35' I - L �� I m �Ii 1.4 4 � '7 . LZr - Be T LOTI BLOCK T� rc G 0 I \��usHCNwAra1 I PLAN VIEW 1 SCALE DTED SEBASTIAN BOULEVARD (FIELD) FELLSMERE ROAD (DEED) COUNTY ROAD 512 (DEED) �seeaslwa RNV VARIES (IMPROVED) �''` i — � u.n.°. w 5rwLi N.,,u 1_u�y e 19.00 3.00 20.00 evll� �- I�FF2ffNLE NOR1H _ _ L 0' 20• 4a 3.00 11.00 �5.00� 15.00 PB feet SCALE: 1' = 20' ' Co Wrdlh : 7.00 " TreOer Width : 8.00 Car Track TrallarTrack : 8.00 : 8.00 2 iS! Look to lock Tlme 6.0 ? SI.M gAnye : 31.6 - AMwldiig Any. : 70.0 or, N68°78'S8"E ,33.50' (M) �'�• l+'r - --- ) • i s ' as 7.0 o s. 6.0 II 7AA w :)r -F -: � ' L a -- � S68°2218"W 133.54' M I I I BLO Ka � I ' I r � 8 I s O 1 I ` INFINITy�Cq��NG to L��[RFGGli�� IL 1208 East Kennedy 11°uleva,d Suite 230 Tampa, Florida 33602 IPI 813.434.4770 Ix: 813.445.4211 a 3egroup.net W FL Cut. ofAuth. No. 27889 � ua.ld N.ma V ®"• NISIT ARKHAO, P.E.• e RF,G. NO.84085 e E OF :41 \��usNONauraP���• ` Q" • (4e, 0!, I PLAN VIEW SCALE D am x � V Z P, N B.rl 35-494.00 Be*0➢n➢/10 SA0102 i-' se,I. A3 NOTED J 1 SEBASTIAN BOULEVARD (FIELD) I �f 1 COUFELLNTY ROAROAD (DEED) D 512 (DEED) �CSEBASTIAx RAV VARIES (IMPRO ED) PROPERTY n LINEI PROPERTY LINE N66-18-58•E 133.50' (M) , aj 5... 6.. 5.., ,......� ,.�,.� ,,.S,�.S.,.ri 4 b.] b.9 1.1 1.0 .6 1.4 0.8 8.7 b.5 b.3 b r c.7 3.5 1.4 1.7 3.z 1.1 ?. LJ2 b:{� ``:•.b:A:..b:.9'A.4 13.3 1.I ti.o 1.4 %.o 4.4 `.,.3 4.0 i.a 5 13.1 15.4 1.1.2 4.5 b.0 4.4 4.1, ` PROPERTY o CP (TYP.) i LINE b.3 17.1 17.9 16.3 10.3 4.a 4d.7 10.9 16.6 18.8 16.4 1!.-1 %.0 -.6 13.3 19.5 18.0 13.: 1.7�b.2 ' o • CP (TYP.) i,5, 6.6 15. 18.9 16.2 13.1 10.8 1.6 4.2 1 17.E 1^0.0. 19.1 11.3 1.6 4.0 s. ' J O 7:5...:.. ...... �P4W'IFS .4 11.3 18. 1. 1D.I 16.1 t.4 S.5 4.2 1'.3 Sae': iifila''6 4 L.2 14.761 .4 t0.1 14.2 10.4 4.4 4L3 1 11 .... ... CP (TYP.) 14 > :0.8 12.5 15.2 12.4 4.1 4P4W4.1 b.1 14.9 15.4 17.3 10.6 5:.4 .b:.6'.1.1 '2.a 4.5 1.4 >t.3 i.2 4.7 4.E '3.2 12.4 A*.b. 1.5 a2.6 4.1 4.9 4.6 'a.9 3.7 9.4 .. N:•: .... �-...b:z'. •i:bi:d':' 1.7 1.9 3.5 1.0 4.8 3.0 1.:�1.s 1. O11, 11c Z3.2 I. 1'. �2.3T .6.8 1.6 .3 '0.6 r i,: Ip'::.� �:.: ;: :': YG 0 "f,'..?e?Ri+-s. •ie G. �''; c.., K l NEW BUILDING _ I GFA wa 9.3 SF FFE=8.85' �.6 Tf6. G.0 1.3 2.0 a.. ANI- "fi:.l:::b:s" .4 .5 ob.5 O T.9 bPbD �11 •b.5 • b. a 1.2 b.2 b.z b.1 b.1 b.c b.1 I- a DRY POND b.1 b.1 b.1 b.l b.o b.0 b.o b.L'(• .I. q To So Po b.o b.o b.o b.0a1A0 'J.o t.0 0.0 b.o b.o b.0 b.0 1I.0 b.o b.o b.0 i il'ti 'b'.o'hBBB°i2+S'V�!•g33.t6(il�'S'b�'SS'b.o 'b"6`i I PROPERTY) - - - I LIPS II I Pe� W 0 LU zq� r� ¢Z Vd J I I CCUS NGHIwAY P1 BLOB 6 1 ���J• PHOTOMETRIC SITE PLAN AT GRADE 1 _� PHOTOMETRIC SUMMARY 19be1 CeICTyJ» I Ul ft A19 Mar ALn AVGINIIn In AR�J�Tv 0 SLUG, U5 HOW 1) 511Fis i IIIUMnena FG UmInan. 1'.1 3.1 69 fV Tf 0.0 . p� l J t1.7 EXTERIOR LUMINAIRE SCHEDULE EIGHT FIXTURE LUMEN UITP N LABEL DESCRIPTION MOUNTING LAMPS VOLTS WATTS MFG. MODEL NUMBER URBAN 5tTGES, LED DECORATIVE TRANSITIONAL STYLE 21' CAPffAL LEN& 41%DK, 70 CRL 7QO Rft DRIVE CURRENT, TYPE W BEACON P4W WIDE DISTRIBUTION WITH BACKSKE3Q LIGHTING URB-CAP-21-24L-554K7-4W-BC-81_S POLE LED e206 UNV 55 COLOR BLACK GLOSS SMOOTH ITO BE CONFIRMED BY OVA4E74) URBAN SERIES. LED DELORAT1VE TRA SnIDNAI- STYLE: ZV CAPITAL LENS, 4000K 70 CRI, T00 mA DRIVE CURRENT. TYPE N P4 BEACON URB-CAP-21-24L5541<74W-BLS POLE LED 6208 UNV 55 W[7E fk&TRIBTtT10N EIOHRNG COLOR BLACK GLOSS SMOOTH (TO BEtDNFMW_0 9v OVWERN SCOTTSDALE SCM LED PETROLEUM CANOPY SERIES LSI CP STANIDARO SYMMETRIC OISTRFBi7nON,4L)ODI1 COLOR 1EMPL37AYURE, MFETE FINISH INDUSTRIES INC SCM-LED-08LSC-00 CANS LED 6000 UNV 56 G GOOSE NECK LIGHT UCS-BEL-I2LED44V"TSFCOSTS- COLOR BTArNLESS STEEL (TO BE CONFIRMED BY OWNER) UNIVERSE VVCV WALL LED 40M 120 32 WALL PACK K COLOR LIGHT GRAY (TO BE CONFIRMED BY OWNER) KIM LIGHTING WDS-O-24L40.4K7-1-UNV-LG WALL LED 4500 120 40 DGMFMTUfE. RFiERTO '� ELECTRICAL, DItAWBroSFOR � CC �2j AwI11DNAL INFORWnON O < ROUND STRAIGHT J H STEEL POLE HAND ACCESS FROMCENfERl1N50F PONE TQ BACK DI' QA78 COVER WITH TAREESs Una Q STEEL HARDWARE I 2 6 BOLT CORER WITH POLE) g 14'CHWMFEREDEDQE BRPOLE BASE SHALL BE 2 OOM FlNSHEA, TOPAro � I �G PATCHING SINGCOMPOUND. Z.DEXORE.UAL C3 � u HOT DIPPED GALVANIZED h 22 STEEL ANCHOR BOLT FURNISHED BY POLE Lu N NUfACTURER O FlNSHEDrRADEWI L1 �" Z ' S' I TOP OF MNSLOPE IIPSE TO PARKING LOT UG11TF1XTIIREBAy{y r -- / IMAM BU� ULUSIED DIRECT MA. ClAW1P" }. ceAwow L b •F` . • �...� -- GROUND- 1 '1 UCTINGSPANCHseneZ _ :a WNOUT WITH END JI F•. '..1 �.CONUIT NPVC SCHp BELLS'• `I'', •.• 1'i 3.0110 CONCRETE sat-.i. r 1f5110w CLAD 1. / FOIAORTON GROUFDROD" ':.; .� �. / (OFMONAIL PREG6T _ ry..,r. CONCRETEFOUNDATI PROVIDE GROLADROD l.I ... , }. CONCRETE FOOTING ~ ATPOLE BASE ONLY W)(5)A5VERLCILA W4E4 REOUREDBY h�+y'.�_.:,:. S A3TIE6 AT 1,• O.C. LOCAL AHI. M1� DQL) WIDTH OFFOUNDATI � STRUCTURAL NOTE 9) WATERPROOF WRE CONNECTORS (TrN GROLADIMPEBOLTEDTO -� UGHPPOLE GROIAO LUG HANDHOLE \ PROVIDE ABAWGw )� GRDApN I CONIUCTOR 1 TOGROUNDRw WFEN • .1 REOUIREDBY LDOALAHJ WCSCH,lOCODUT !� \ .k, ro WIT[EBELLTYP) 1 / COroIATIU ROUTED WITHNPDLE. EXTEro TO JUST BELON HAND HOLE oPETAro. PROTECT DLRNG Pl]LE ERECRON LEYEII TI 11Aro Fu7wASIETI STAINIE6681EEL HIRE MESH FOR ROOENr AN) pEBf08 CONTROL . . o' a ANCHOR BOLTS: ANCHOR BOLTS AND HARDWARE BHHALL BE HOTOPPED GALVANIZED STEEL. ANY DAMAGE TOFACTORY GOATro Oft pci n G7T6 SHALL HIE THOROUGHLY DEAFEDAFD PAINTEDINTHE FEND WTHA COLD GAI.VM721NG21NGCOAT4G.AFTERPOLEET "M.AAWMEGRADE ANTIS MDANTI4XRR UMLUBIBCAMBINLLBEAf WTO ANCHORBOLTIHREADSAro1NRDNDRE FOR WRROMONPROTECTION. DESIGN CILRERHI: INPUTOATA: Proles Loon= OWcWind Speed, V Ftpowrt lam'.' Topeamphlel'Sol l(a Velocity Prcswre FAp000a Coeffident, An Wind DIl dlorWIty Fedor,Fy GustEfed Fauor,G Net FOOL• COefOdem, C, WindEfectly SignArca,A. Nam H•Ight, H NumberofSupport, Ns DIameterJRourd Putt) aDagpnal lSRuarc PosO, b Preposed 114Rb nl FeunAa09n, 4� ANALYSIS: 1lNodb Praavrc 4s=D00f„V' WIMFp,eolaf -- I F+R+GOA,/Ns �rp.,4M AAvneMrt� F.H Reaplrtd Bu,led Gape" A-2.34 PJJSUb) P. 51• Allowable lateral BeadnA(mr4 511tyday) Iop,p,r,Kntbelowt- 11►kf-i211R I2ft- 3R b• A= d = DSAJ 1N IN43WA))Tf21 DesIgn aboUan Orkerlmdtl) Mean HeI&t H Area 0- I pale [ESA ndnrc Ga-ld HalAht r1..• ,Cemtold He{{�oae 'JO.Mrad Wm FLORIDA 10 mph C 1(FlatTewaln) D9 035 O.a La Ce.A) 17M R' IIA23M It 1 aft 6.5 It [MINIMUM OWSHAVENI) = OASES pd • 1241.7819 It, 14MIL00115R.Ih I24LT8a Ill SO psf 1S0 of 300 pef 43D Psf 2 12357070 632171 PASm ILIUM ft 4 Id 1015 of ! IIf 1 ft 17a It 115 R I smucruRAL xoTEs: THE COMPLETE UGHT POLE A131MILY INCLUDING POLE, CROSS ARM(S), EIGHT FIXTURES AND FOUNDATION MEETTHE 1. MINIMUM REOUIREMENTS OF FSC 2017 SUN EDITION (INCLUDING HVHR SECTION 1020 AND 1819.7 REQUIREMENTS), ASCE7-10 ANDAC1378-14. 2. WIND LOAD: 155 MPH 3. RISKCATEGORY: II 4. EXPOSURE: C 5. MINIMUM POLE EPA RATING: 3.0 SF 6. FIXTURE MOUNITNGHEIGH7 20 FT 7. DEPTH OF FOUNDATION 6.5 PIT S. HEIGHT OF FOUNDATION 2 FT 9. WIDTH OF FOUNDATION 2 FT (ROUND) e"v wo REFERENCE NORTH Or 20. 40 SCALE: 1• 20 ' �4 INFINLV (• , .RING 1208 E- Kenrwdy Bout-d Suite 230 Tampa, Flodda 33611E Ip) 813.434.4770 (q w: R13.445.4211 aegrpup.net + FLCtn.ofAuth.No.27889 CYM N=m ('` ��7rI .. •••iG }• r� e ` • NOT P.E. A � ` yy FLR 5 J' s ® ]4 • • ,4xY� e ST E OF .�` r _ SITE POLE LIGHT DETAIL WITH CONCRETE BASE I N AL 2 O Ty �aW Ric O I'0 CL , r t+=3 95-0&l.w &49 �09y2820 PHA1 Sur AB NOTED UNDER GAS CANOPY ('CP') POLE MOUNTED LIGHT FIXTURE ('P4W &'P4") Universe®- UCS Small Seale I TTPE FEATURES _ • Mal Jar aynem o'(ers F1h • Fri cumtl aplion eveaaba ' Opsl glate Wre. IES Type lurmrous clreices and lMe heed a Rule, non, pr perrde^I mounting Vn,-I. le: soli, genne!Iioh!.g ors fa c.a:omitetkn to aoptionsy • Powder chat 13 standard pbmem ate tlesgn Coors vaha pdyn pr'enn snW pol ORDERING CODE 2 3 . D af Model WmbvualXOsd Bm•a Cold DPame MoodA- Atou"n0 1. WMINAIRE 5. OPTIONS-1NIFAXAL I SPECIFICATIONS 1106 Universe ernes SLC IIdnnYdeewhdedrlgM MNnlumllea Namenttllas°nl ROUSING The Mhro and ballnm Imuung a. he oro a. LUMINOUS MOOD FCQ Dul,encif sM1kld Peplaswmlmwelerre,rg plececesteuminum U-Ilumlrnusringa shell as DRrlmk with anduminum apar%r ND11B0RDV9LfODD w[VID BELL FLARED SiM"M MIA'En - &CPTIfIN1L RQCDC FINISH and aaiaex alert cods. The Jena NaR he AO ibe'bmal cal. Vs odandop'sore ins The sap ANG BEL FLR STR SKB 6T5 a, b Steel the hansku0 in ampaxam.The Fbatla a WMNIX19 SOLD' VEHDCAL UUNINODS COP Capper _.haP gageapan Muminumwgh hammed edges for add. ri uhn. wI.- man 61Af9 Ranh a. YOUNGNG-Munalwa.ea Aleabsonsleel named lrnware shelf be WND-ANG SR.ANG VSLANG LUM-ANG gppad WIYSLUses the mwmirg WND-BEL SR•BEL VSLBEL LUM-BEL_FUR MD-FlR SRFLR VSL-SR LUM.STR Fym wbba P,-Www) 1. wF oFM �igH N:isld is used In place d the WN65TR SR3TR VBUSTR LUM-STR Mi!oua ebrtlaN Mlurr Ble FCO cplbnb WND-SKB SR-SKB VSL-SKB LUM-SKB ,,ET(SMEhHm, YJST ISmgfltrml doean. Ilkwas tlo hood waxen nM af:al lyspazAd!ng IES M cu.0 clexa'rcepcn - - grate ra mfib wwa3'n5mmpde n kg onrc B Gem Ilglu emined esgag hoconta a eeeue. The CA H Of Me UCS I. LAYWBALLAST PCVS(_aml PSTS(SoagMannl IkMe MMao FCO opapna 14.25'r3donm erg whalle lades TwimmnMswer.'/tOpnn polo .Rlwtop desG0.3]I D7veN 121E0-VYW laeE 12 BW e'NSaandaepde kq NNFuvean olt "" Ished ball Matl. a, 1132S'�"5'/.3V7 ins D- I butwd+reafarlhebdadvenMlyl EIECT31ICAL PCVT(Cunhserm) PSTT Obaighl-I The ddsemuly wr aeanal ba m'unlad 1.D 4. FIXTURE FINISH Lwaaa• SIN'It2)Ommnem) cad PI wnw dvAM a quick d-pcom'oc! Stanaed Cola PHIS ISwedarweramMadattappl}bm pro papl(� Ic wisend ONe01 rmbr WH NdkMwM BL Red: PmrolepaRad rvgdreW SBE ISu•fi rmuaedblNst<ndosuvel cm,eraNnavdlaOb. Fmse eaeacl (achy. LED comald cmaM dyer BLT Math Neck epueas al 700 . Daknvh W TT Derkaxn con vn I Moue DID KIDS Sep�age Ish-altl KIDS Mahn Meufc RVera M ue CRTT Cates C MAL Matte Muminum MG Mory AG DI'DoG 9hHGrtau UNhlG LG L'ny Pmmllan Color SHK Suen-k SPIP Sahrrdp- SFM Seab,uc WCP M4MM1erMCp RAL RAL46p11Cab CUSTOM Cune.a , �� ARGuIECtMLaL MEALXAnF10 ,� m�� �allcmdlwaw lua»ae raugh*♦r P .yese I Feesezf� wwweY.Ir TYPE aleGNgh1111g rapniarpz!:[ArglezL 2olpaae N4 NOTES I 1 1 I f fibinal:__. _-- Prated: - PNMIadBy. Oats: - - Scottsdale® SCM Petroleum Canopy Series D e� I ■ IP55 : Wnwn PMkepa 7a00-20.00s Ygtape Rama Sa-tar OUICK LINKS Dlkacy Rame(lPw) i _ _n2-TSS wpklttpsao) ns oa) 1 O derlhe Suede, rwrprr•wrr. Plrpmmetrka Dltnalulom FEATURES a SPECIFICATIONS ConFbuetlon Input SO/60 HD M optlonel High Voltage Installed- • Bopped Ipw•pmnk tlie•cast alwnimm (347-4BOV). • 1-11, Ina a, w 16• deck cam Ioudn0. • LM80 CeleDatel Life: Z()k Houm(5ae .Dark penetration comHh oft minimum 3' • Low profile Y lumina'va hegM and has) Lumen 1140-m s C hole aml roar su4a61a fso-srx asaGag IghnvN9M desgn target a O,rad range of • Taal harmonle dscoc109a ltlon: • simpla imlelWlion. Four fasteners are appycatlons end allow for easy lrsalbtbns . Opaatag NmRma_ AD, o+50•C Moulded w�th=fist "forusalnaingle • Below canopy acoas to optical dxmbcr (•40•F W +n2•F) wrkn mounted to Stet/ deck, metallic arsons suhnretas only tvhen entldrl-housirglor-icaabARy Alu-nnuuacex RmouMed to anon classlBadea.w8eblafaruw by bunling • Fhtuxsam Phimsdwithapoylecer n•ciallc surface, reduce ambient lw 10•c heart I� domedlY ptul"bb fasteners powder coat a fthstand ndmeme vmathcr • Pewm factor. a ..90 • Unit Is designed to quickly mlydB into c NnpM llh wart radJrlg a MaYa9. •Input power stays Cafreallt ova IRe nkikg Scottsdale (4'] We. • Shipping" at 17.5 We In carton , HgMallkacy LEDs with lntagraad dmub •Aluminumlxklagcaller,stemMt- wet lo • Sullable W cationx board mamA to Ilx froM'vg o rrlM'vnin gasket an IncludW and rpuiratl nor Optical System neat dkslinum and promde Ion911M. -plate Taal and support of canopy deck • Symmam"I didriou o directs la- • Dd • conpon• 1h am fully ah,ned in • Retrofit psneb ere evalieba Ic, mining Igmthmugha clear tempered pass am PoturgmNnialtprmoeture las'otence. Encore. Richmond, 2K2 UnlvanaL and more wane diamond pat[em on one side and Dnfuey _Plks wIM FCC eta ',d' (an ecwssom" sedio') 1h on we other far a Doft focus effect Hass rdaY Location VYamenty • A n noble In 5000%. 4000K and 3010K cola • Designed Ia Ilghter Man nr fuel • LSI LED Flnuxs carry a 5-year warranty. onnWaturm par ANSI C78.3n. am Ratio- Pheluct a suhabla f Can LNting • Minimum 6RId70. 1, Divielon 2 wltn.111 en packages scot lah mbutlom.* when-Imtaibd • Listed to UL 1596 and! UL 875D. Eleetdwl per.1 imallation imtmclwm. Mode6 with ,yaee(s BUY Amrkan Act Dequirnmna. •HI9F.-performnce factory PrPprammaole -upnelcmyoI. an not eppnowtlfer Cass DID-fadaes war- flusn.ulldsf 1. Dlvinbn2appliwtbm, •IP66 Rated LurNrone v fta8e, short-clrc and ovPr ampenWra . T5 Tamparalun Caaificslion - The surface • Slata of Cehfema Ttle 24 Compliant wits protection cairn Integral sop, Motecdon tameeml of the product will not arse INSET action, MatmeeaAN61Ca2n-5 Location above 100•C, WtNnadO•Cemhkru. . DesgnLghd Consonium(DLC) qusiified Category C Low stand oc s. Optional DOW , Cant Grob A. B. C and D- Group A! ModVet Not all -ions of This pmduat surge Pmactgn m 1s Cdepory C Medium Acetylene /Group B: Hyd g / Ghh may be DLC qualified. Plano Neck tM location as per IEEE C62A11 Paandrccrc eEthylene/ Group D! Scnzerre, DLC Ouellfied� autos Ust an fyam. •0-10 volt dire-9(1016-10096)ANdard. Butam. Mnheneend P,osam. tlengnlpM= A]R to cohgrm wTHm • Somded I1Muvsal Voltage (120-2T/ VAC) uarslom anequaRaw Lxl IrdWriea Inc,ODDO Mar<eRd.GrtimM:.OH a5N2••raa.b-F•d✓a1•kxcwn cap Ve-a/a/m ten) m•a2np • a2g20 w Indlrstdn lac. Au Ranh R.a.rwd sP.[d,rewa[ [wan m [nr•. Mltwt m�a. snelaaL.Aaaa to Scottsdale" Petroleum Canopy Series ORDERING GUIDE I--- SCM LED 13L SC UNY DIM 50 WHf � p7 No" t.a IWPW*w D"I'lle a Ya••e Gar Narlq !else Lrkek Bab LID Y-6ND Fa -Sadao IW- Ilm IaN-BawdalN R:am YB MIse a -flay M- sea fall ca..= �k IN-M14Ba• a-tD11K m Sad, NNY•6idN Baafese-aNaga r-DAm N-.LmX as -sera Sempamgw - sell r-AOIO �-AdlkRuewv®MYPleflpp G INder(aJo'awiglnD4• Saam.Lw sa sailln•-Rescei suesead Boo mrxs.p.avagaeaa" -taaFpmmm,m Acceaeory Orded.9 IldpfmatlOn a.mwm Drat sscan f I ones , IedfaaBR •orapRepa+wp I Iare.afr4Fn• socu SGr®I.Mli oner•nl a•rreapt nlNo ...lanaVWmlw"can s•e•al Tenon NwafeaeY-Raw nmma:ewsw area trx7reraylerYledrasv.lek) wiaYnrt am+NrM.!yNIPM1.madbsw_ nlad xxe.,gRru(•Ma•oerloy FilI1aNM ---nrsdilowra _ erlplpnmemaarlaawq _ mwAg , I.mwM[carhanewlsesee lraraa.. 2. wrDwrmp.rarpa PERFORMANCE aBlYBEO WYE1Y' rY max tan 1ow11ml WABla pNYrM u•w 1II1� FIR Mona MNe1 ape !Yon F-Maw DessarN caw ®� �� rh adul• I[- 1. li tins aeioUl 13® 16 -1 Dap In aS1ba1 a800`0 �LL Sc DAM 1. N41Dfi1 twit 137 SHUNS? IYY 1N Tor •LEM ra Mgwmyupdetad ehareisa Myae an romirul. FlFD7YLl akTA•prra•arwlWM• WYFY YIRiBWIL•IDYLL• 11�itl a'eF ITN IIFY NIY ffn NN ace fREDOtW131DE0 Tnl.essen INYF tYe.• YRK, mx_ TIYe? n Y na1 on Da aa1 n16 n12 a non; m Ys Yx ' el 1A N 0.7a OM 0.Y sal 0L ate all imA FF. YY 7914 In tll s9t 0D 6Y 1/0 022 Ud - 1 E 1ma as ,Ya ER Fm 11 Fat Ys T� YY T71R >a tat 1L D at as, n0 sal c, losx FK Fit I Tat Y:=at<71•FI. Aclwl wtfiw coca QlM by m fix Na nw Y 75x f n PomxmL: •m•w.avaaa nw.f�.evs:•w :Ma�aeaPwumwwe..a arruw.e.aw.a�.t.,.wlrv�•.arMa. u.an tot`ri'u n. a..w•a all a,oi. u»Fsrva teeeoaw.�rrrarwrrmr„,rp IOODOAfiame Rs,l m­ON4 •vvw.lcl-Mltlus[rle[.mm rwr. 3/aa.•.cw= (513)3T43 -k2WO L51 IadrM be AR Piahl•Rwwwe. Specbratiwe a,rbircrmchrrge vifno.rt ndiw. speax URBAN SERIES UQBAN LUMINAIRE FEATURES • pemeNe Venesbm ws WnD, 1-1. awes k evade br waaway Rphanp andwell moPrBnp . TwOra4q,MMaoeentlsykeplaw • tEDbmkaierdyoeschauoable • Megml Sugeap Them:a Rrae-aon dw ca CONTROLTECHNOLOGY ciaeSync) energeni SPECIFICATIONS . The-h arty be Ixmed Inlne lap reu IgusIN and sna'I a accesslbk whloul Ionsbytrgngtnpkmry o lFw drNerandNAzcUlcd- wmw-IsnenU • the loan anon snN be mace rmm • ors pine Nmwum epMmng • nw housag R OnIgnod fo,LEDlwmal mem9�memw»olnve me dmewnc te mlex ppde,e The letleshad nI ts a alaaaei steel saTeLy pyr art it, • 'Oral Mraudr 27N, S011z b 6p>h 0MV1a bN a sew tort • Oooerfanor dx690 n M lac • DkpMrg tlaeraea standard yAM mnlcctbs(aevkvm!dMNngegp� art emYMa uowi rcpraat . Colmaor• Du olpa W.mplMlfn YwlumYayemry mm/cohe more Mrs BOA ol rakd bad ard n I'al¢tl py UL hxme et W'yPC nSUC angnn . Rul d:atorcrK,s fie Deco, M UL fOrvse at Doll VAC, GA a Mown Gus. a1ro'ksro auma lAQsldemy Axne ssen-1 m hnshmem - cone, . LED mrnrmrrlpaKrM . _pn_ epistle NraimrapwalYgtemxe:we A'L m4[K aPw�raao GTE: tDGTON IPAOIECn. CAT.00 MLAM PRODUCTS P YMGsma BD.MW aLaabd SUEen GALICONIINUWI • Surge ladenlar-2'RA • LYmnea'CmuA-noon islumkWre hers ezassMtempemuee. The r><.� stlN edivak na aMcak, kdwyorext .pemrve,eM lno9es' Nredrm ppwUi wen a hge lenpeebee rmpe. A MFlmneepupMtl wYpi 01e deutt maY W rcsabyaaentad N enY mrMem .M:olae tP 1p ssc(GPHT oPNeun dNn to smopu, and wdnacuma 10 Ma rye. 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Thla apmd a �p,a+<tl M nw Rpmda sapente spec eveYea n nepYnww. eeapxMldudscaNp'odunduean YYRRAN1y • syNrvwmlly add'0oD4 inb,m.r KEY DATA IMnar, 11,6 Re.w 3.900-w W/mart Barge 55-13a I nory RameaTW 6`87 q4ii6Z. HUMUSELL 0.GE: LOCaTION: TYPE I"01K,: _•__ A L\1 INFINIG7yFJYr(;]Iyt;;t:RING 1208 Fad Kennedy Boulevard Suite 230 Tampa, Florida 336D2 1 p]:8 E3.43F.4770 ]I]:813.445.4211 wwwjcv-P.rmt FL C!,m. of Aurh. No. 278B9 Chant Name R n URBAN SERIES CnTAU URBAN LUMINAIRE e% lilt,. % Je ORDERING GUIDE \GJ`• y-� 11 !•uRYt UgB-(An21-3fAa0-SKI-UMVi5VNJ1RNW-0LT ` e s� aA Mpp. I lose" ass sea SAPAP m •� .ebn' aWp oar M.F I•A fFa� m 39o0AACa NY m TDyr v NISIT .E. yE ass I-- ••' •••• NLN Lsn.L®am w amaclursl x2 M a T_ a o • • FL REG. m � Me- al rah Fantimrw caAn �� _ auto rw,UnrW e: neND.ry an SrooILAOA se .. Tne.l � Tya.v wTavra s � w i • � aa. 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NUEaBELL 082820 rarurr6arc •haamae.n.Y-•eI•actnmrw L2oledmo .eFM AS NOTED A fir �Z 0 Qa W Y O. w Sheat M02 J GOOSE NECK LIGHT ('UCS') WALL DIRECTOR ('WDS') IN Universe®— UCS Small Scale TYPE FFITURE6 -men a7aa Mvs • FuA ewdl edlan emllable • Opal Gaa INN, IES Typo S dmc ea aM liue hd • Polo well, or peemenl mounllrrg dstdbuf wradl, general llgNng agx;ns brew;omNNbnro �� • mat in l9Na ccmpkmed a.le d®'9n cwlra wRh a Pdymel pFwr BTeYN ssva pd ma ' ORDEISNGCOOE 1 x 5 4 6 1 NOOM UorlhmNllooO Barer 1' M Or— HOOJRMd1 10M. r1R 1. WWNAIRE S.OPTIONS-INFERNAL SPECIRCATIDNS ULS Urry eraosreral SLC IIn[enW tleewrokbcl lghtvrhm WmNm HOUNNG NemedmaaN TlnesestrM lnlad hglakvd—ebp a. WYINOYSAI000 FCp lPmcwarwNd R•plysWmlmmaWanl Place mN alumMwn the lurNrloua drpr etraa bo-11 cwlh en durtimvnapamr MILODBD6IUOOD - antl atabbm eted mtla.The knseNl AtJ6tEO BELL RARER BIICSIGI9 SMR•ED LWTlOAALYIOODRNWE bote.paed, CpreaLce:e opal Olera. Tha MG BEL FLP. STR WE STS 91 oars Seel k,,s ahWl ba paskded and.—d mn pm!smog W, wrlpaacpw. The twatln W— 6¢Lm VERrrp•L LIJMWBIJB -p Cnpp•r anN Be Beaux OaOa aw dumimm LAM hamad edge. br.dd-d ngidiy WIRocm RRGS SLATS Ra53 6. MDUNTNG-Mrasxo All MrRnd aM ••telrrolhativare aM'I be WND-ANG SH-ARC VSLANG WWANG _ f YYLYYYII lldgral bl W I. thn tlw maumirp soft.. aloe! WIDAEL Si MBEL LUM•BEL WNwNha«aa'4NbIRnO NLL CUTOFFo WND-RS SRZ VSLFLR LUM-FlA WNO%S 9 VBLSTR WCV Kaudamrl Na,dirnodbp_ Yerwnaebrrradlmmme COoPSPnk WND-SKB SIL-SKa VSLSNB LUkI-sl(e LWB WWB,R VAT N ( nl6M aml PoIE LtGwJr PM hhg IES NIAcirsocorm Nr,deanL6Dawra a'/famnrpole ding mere N 2emlipm emllled m 90' h. Usw abwa,7PwOAH hhe UCS L LAYMALLAST PGNS KawtlaM PSTSM,alghrarml luReawNlde FCODIAM's a.25%1fi M LFGCw«mwltlle(3w«yNeubaMhla(aWdp,6M1jd pemaRNov«4'/IBPrlm pole lop Ihftbelhwd, 14.1356mm wim the while DBBWg.3l waKlfi MulnvalU 12LE0-1VLY 12LE0.NW 12IE0.aW .Ills 6Ylaprm dtla oak tW ehal haaaan•peLNea AH. be11—. a 1...P3Tmm M1x o,i anobstratatl arc M1xtlablN4asamhyd ELECTRICAL — — PCVT IOJmedarm/ PStTINr•IgMam4 The tlgwraammdY mulllro mpwlbdbe 4. FLYNRE FWI6H a rRr(4g'/1al0mmaem) sr�a pbla, p—mod wM, wskmasnnrrew StaNertl Color RAS (Swvelfdsowa mnNmmugon•IYboi r 1wp­ WH Aark mi.Pamela C,bd regwmr4 e�00K mb e .K.1000K brrlpareoaesarel!eNa.Rpue«nect S'xk TILT Map•Sah DS Dark SOree SBE (Suha nwurNd Wllaterrdowrel I 1 .LEOcpnLlNRwnanldlwsr sgosswaaallWnrA. DGN OakCnLen TT TIMMun WDB LYaallrerade« MOB _aWtalk See ran RBe VBU Verde Due CRT Cnrrerr MAL Mahe Wur y AG AM.—Grry uglklueGreel LO W LgMGay I•rem'Im T,dm SHK Stammd: SPP SsharwRppar SFM -1karo WCP wmdlaen CepQr TU! RAI-0s,I l CUSTOM Oatom cal« so, ��� AgGYh1EC1UUL WEA LI0rtXJG 1'JOS — — allmfk,n•rld Sa•NE>a/NlnduarylGB,aM �� Pr�sae I rsLaawaw : wwa.,re1 T,. CggrgMD mN AupY 2,. LgrBR:aa Na XD7E8 — 1 I KIIIIM��•UGHTING WALL MOUNTED FEATURES . 3n,lPnegxtlnerx • FIgh pwbrma.YadiadaWer wb 250OWmaro • Ip«Gown rtauaaNewav4nwdficabn • Pragarnrwgw o¢umlaYsereakMtbirD • N1I UASa•Aac drN.v c«NOD • 3dkJm¢rs pa wa3 • JJV��GW''t��AUL Nna�M nellomtions. wG6 LbnO ILNJY NOB IIYi6 CONNTROLTECHNOLOGY NN I10.0m... ww ( p SPECIFICATIONS • Gxrr ngwwg a e orw-PNm.alo-:aumw rapper HO6tyelwealm e1pJ•wmm•DN rxlR k The homeg rases egaearnaaamq errn I-ra wy —1. 1Pd•rrjuWrenl wl1, tlrgee merlxrs kCel. N P aqumnent Ions h nshlf� W� M1omwa. Brow h«UmWI tadwNe dmwnNad posalm . Nausl.nq am hw 1 D «aqa:• Ele- w0. IpA copper Mfr�7 akmtlrxm asey LAN l Pawsb,rs bran rradarimm NmnlYq •rm ,�m m da mounNp dtlewM keyirde xhe0- CON NMs W se[uhg arm .tlrp. Om Nan_ steel wew a �Y nrxDmsm fien the ogiml nd,s'ry ka Nm4M. Td+anac me smaws Dc+s ea haaap and lam hem•bgNa r wn N'nNDK9netn .�maY ceoQmlplsrlW del as fhwre m. N0.6y awmY•m abr wen McDN codirq frs bneepae amermerma • Spkdry •M hNdmre snW De wkdma steal . Rnwrc4de and eGadc', resbula Nersysvuca'y apolad dA+naal' wad. kgRrAW apcyenrnete FGKI paY•tla pv,dacmL nPE- PPDkR' Wall Director I�F L • . RELAI®PNOPYLTb oo �� j4ff I LE. • LEDs mmN to • lreW gbl«I drwil Board aaa«rM'PxPc9} Op —lenses ere tla: mledbn mdaed PMMA YDac. B rordarykrrsls braces rm19Nx a' s rap«ed91assenLLrefacllJc roaft. MSrAUAlION AnxUm Caafb/ oawrQ SUMam with sw•L • quld,aRatlaNaan bmdeeNN mounw dn•wyb.•AEa • M1brntlrrp «de Nsatinlen saN en0lealuree n«dw EPDN paY•Lon Deck sld• d plan m Mmy seal egwe b was NNDtt, roroHaap any d nrdanr. aw ppdrwlpN . FamaeamwcegranNW nacmrnpnm ,uN mgon al s W e arvLa- local eknbbl miles ROme,o ease my rasa In sa101n persOnN u•xy. • Holmrp srwmlmMM1eey in a, Olan Mm pod ticn f« lrgadign d Pdma ry W conrledlora.laNe M zavke pmlBma iM hmJWp ran De rerrimcOlar aMtt q sYdirp w essmMly m Na ND pa Gown moumYp7errn me npm per upmpunarlq and dismnneLWrg La waar0 door . dNernumd/snal Cerr•avYedbe prewYM lMemalary Yn qutll d6canech brremme' I 1. �nA,.aamm va `r:.•:�s"ws scJam wry rwn"`aao a•arar �:N4'�`wam`�`a 6ECTRIru . unNaealvdwq•. u0 mroaua xT1vwN1 e JNMM1Nereme Borer laurwenvmen WDural«kcFNd • HgnvoaR• c«Lgunms, 3a1lAe¢ pwa ryes a P1pV dmmmp Mwdece Mx mNlt,Ove IIWMIroHWIm opaans s. elverrs llnmrdllers WlP•d amides Imtectbn W ea suNeYw«e Ms d doers atoll hale pmeLL•rtnan as ¢np n leado4 ryes tlan 2Dt tlanlnric nil De swaDle fa Weretlon m i0'C n wnwa:rp zMl x caplew dapermYru a rBDibdgM1tnemin eaTxmwPnmeM. B«,n mutt a na odlml ameY Aa+c I Mggrel Namld gmaapn¢a wwa Na wmYalw plJpn daecaen dtamperaaes bmuss dare MadVbr w4erphemasM Ure mrvca ere• pmMdR user att¢ro m Va dram! np cYOY W Opawalle[nryOrogrenmaa Nnanirg FJadle Suye pdecmn' q,¢O0k In pae�l, 2¢OOOk N caries W.rnQ. Np 16AWM r•:etl 9OC,wN slag. (SpBUlideVorls o:Maued m peg• 31 16Y 00.TA —.saw ].R55-P.561 l Waep•Rsrge aq-Ta Eftacy Renm DPWI ®-09 RepNaelJle (Ila,xs) LT¢60.h 10OalaW Yg „I w�a :�A INFINL•I V,J, 1208 G F atIK6rlFsrdy 13DNIeeard Suite 230 Tampa, Florida 33602 Ipl:813.434.477D III: 8I3.445.4211 awr i gmupaat FL Can. alAuth Na 27889 I [IMLIGHTING :__ImcACr. ' Universe®—UCS Small Stale TYPE TYaE TxroJlcc cl.m Nama NSTALLATION&MOUIT7NG DIYWSIDNS ,( Wu,,. rru,,. CATALOG a: tbl•mourR Toe!horse atop Davdlda0 bNe DNfor, DCNItav armpole—.11p — N—is— al strop Rw651M1 vEYItALsI¢R a;wlNpOw MJM wR! 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ILvi riN xP lvs�namm xn,vrsssmr. suaTa,En aml ra..admw PLe 0 �� • :1 ®d e SW.Tyae.315'110mmlr0lm J125m Ura,p epra1,adangabadcps Wr e,ch«Yg use evpmpdme aemkm end Taalaara wr emnpnre. w: wJaamn �.n seas axB _ mAoa rns•n >A m. wtDr wa. _. ..n uP 0 �!\' RNISH a use�. Faeae lkf h corks of. five slips W.—.- •eI 'I I wIen wMh a Pdyma prima seals, awn tlry dl_ropmBmdwimslhermmMs.,perTGIC pA,rnmmm ewev vn.aa •��lf1113Et11i. WNeaw, pp ma M1Mlh.lhe LNah shall meet VaAAMAW5.2palor 8 oe slaPihmtwnw ,h - - kckmas WSLNga 30DO how LAY epra, bag ks - rewso,, MW R Ira• aa:P� :T�1pla --- , ]fRr ^• . CERTIFICATP)N Tne Suture=11 M1swdwMETL ULW alas „ A MBem f1ylY .R @al•r •• AapewaORdr. Sw•a ...al �• W •eyv f• Ltlugw e«•F• t -dw ouldpm. wd wcetw are, U1.15%Jmd Caneden CSA8m.Ca2.2No.250, UC212LED BW WATTAGF32 LUMENOUTNT.10P5 Bl U2G1 - EFFR;ACY339 un•a• M ole SPaBF•••Apelvleeaf:-_sax s"`� v " MT•«. .. ^wDq •• BVJe FI�a arYYlp segraswwe ^ Baaxaa •I, Ice cs YUPRWn r lBWS ANpg 'ClosOF6AlE xNm rays• LbE VAm rnnsenswas.I,. 1 E4r� Duvn:oad: . FOPWMm LIGn LUMEN f; aP F Bl 1 +B •dO C rw4 NAWR ••• ro[vwe,Np•mc 'n aENn (] wL=w M tl°rmNlln'n rr e�'r : isi N Y rel�wsd�DlllaaaNaaNda F1M % as of ICI .`..in—�,� �a"r • .� a °'°0 a z � •�r�E Z 6°k"i m eN eP aa� z2r j BH BT Ifit 7-- CawalN'MAm, e; Ym O w ad 0 0 = 6r I— axwa ByN w U I a oPLI¢xl lL sus, w em a napwgxpxElNm ro m IES flea rs•rrM Er.,n E W Yl1aEmlHaaastic Bh,aq — — -- —r arw RawaN�mllmlr Mlr'NdryIGD:1u `I� BfCGrIQ� P6xflBaesbm I PRDBM.Mk51 wwaatm TYPE GNPPYiBrIa AJpd 2L 2019 Bug AM NO77B3 _. R a r•eYa fwsy s'•u w .v,e.rea, a ✓�a...«$Ow:,I�a s�wLSr.�. �s Smw,B.wr anus s'Iscwnwn,.amr��".rao'"w: raw s srlN�wvun.sa.�lrwrswxme�w. a ! . ,. No 6Mat 35484.00 PH OS . maps. .:' :b :,• w w ;a ,'�N�° „ a- �q> • Mee=, ama ,PN sc arwaa, � i IJphtl•p •erzD fiam. • AS NOTED STRUCTURAL NOTES A A" - CONTRUCTION TYPE: TYPE IIB • THE TRASH ENCLOSURE HAS BEEN DESIGNED IN COMPLIANCE WITH THE 2017(6TH EDITION) FLORIDA BUILDING CODE, ASCE07-10, ANDACI318 • SOIL TREATMENT SHALL BE PER FSC 2D1746TH EDITION) • REINFORCING STEEL SHALL CONFORM TO ACI 318 CURRENT EDITION'STANDARD BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE' CONCRETE SHALL HAVEA MINIMUM COMPRESSIVE STRENGTH OF 4ADD PSI AT 28 DAY. PROIADE3044NCHCHAMFERAT ° EXPOSED CORNERS. W O.D. PRIMED STEEL PIPE • THE FOOTINGIFOUNDATION HAS BEEN DESIGNED WITH A MINIMUM 1,500 PSF SOIL BEARING CAPACITY. BOLLARD. FILL PIPE WITH 30DO PSI CONCRETE. DESIGN FOR BASIC WIND SPEED = 15D MPH. TYPICAL mCOLOR: OSHA YELLOW • EXPOSURE CATEGORIES: C 6" STD PIPE FILLED WITH A fc-30DD PSI CONC. RISK CLASSIFICATION CATEGORY: IIPRIMED AND SHERWNWLL MS- NHEN SOIL ADJACENT TO PROPOSED FOUNDATION IS DISTURBED, COMPACTION IS REQUIRED AS FOLLOWS. BACKFILL MATERIAL SH ITE SW7ILLIAMS-PURE ' SHALL BE CLEAN EARTH FILL COMPOSED OF SAND. FREE FROM CLODS. STONES. REFUSE, AND ORGANIC MATERIAL OR A MATERIAL _ YN1RE SW7005 APPROVED BY ENGINEER OF RECORD. BACKRUL SHALL BE PLACED IN ONE FOOT LAYERS (COMPACT THICKNESS) AND SHALL BE ? COMPACT TO IWX OF MAXIMUM DENSITY AS DETERMINE BY AASHTO TSS. �' H _ 8' CONCRETE SLAB BERRIDGE _ !n h iq C GALVALUME KYNAR SDWHY[AR M S000 METAL COPING _ ' FINISHED GRADE FINISH GRADE OVER /7 PLYNUOD '� CLEAR OPENING 3• � a I b 4 i CONT.SEP2ANT - _ 1 Z W j e j I BOND BEAM WITH (2) 05 4•• -� REBAR CONTINUOUS - I j • ) !3 HOOPS ® 17 O.C. Z #3 HOOPS ®170.C. I VERTICAL #6 D.C. O .�• I Ir 244NCH D.C. - (6)45 VERTICAL REBAR ¢ I } I NICHIKA FIBER BOARD: m EQUALLY SPACED IB)tS VERTICAL REBAR f NNiAGEW000-ASH e I EQUALLY SPACED OVER B- SMU WALL 5 g I II I CONCRETE 3000 PS1 CONCRETE 300D PSI I' I FROMF FOOTING TO ,• .. I <p � • � i i FROM FOOTING TO WALL I - • A + I e I CH CONCRETES _ SLAB (4.000 PSI MIN) l �•—fr—. __- _I--- -i != M'S AT 12ORFIBER MESH E.W.\ .:��•�J \\ \\ / . 1 \\ J.LIl Ty I_ OR FIBER_ 7-0-DI0. 1 ZCONCRETE FOOTING OVER VAPOR BARRIER ON WELL 7-0' COMPACTED FILL lNFR -}( UUNG 1208 FastKC rn�� My -LBou1—d 3ui.230 Tampa, Florida 336I2 : COLUMN DETAIL 6 BOLLARD DETAIL 5 TRASH ENCLOSURE SECTION SC4 [P]813.434.4770 trz'-'I'-D' 19: 813.4as.4zu BERRIDGE ACRYLIC -COATED GALVALUME KYNAR5DOIMYLAR 17-0" 5000 METAL COPING NICMIKA FIBERBOARD: VINTAGEWOOD-ASH -1144NCH THICK STEEL RING AROUND COLUMN AND WELDED TO DUMPSTER DOOR (TYPICAL OF 3 PER DOOR) 1N4NCH THICK STEEL RING WELDED TO COLUMN i.�. (TYPICAL OF 3 PER DOOR) HNCH X,M-INCH f CONCRETE FILLED STEEL TUBING. PRIMEDAND r: PAINTED TO MATCH WALLS i � I SEE SITE-1.0 (TYP.) TRASH ENCLOSURE SIDE ELEVATION 111E,-0 3 BERRIDGE ACRYLIC -COATED GALVALUME KYNAR600HYLAR W00 METAL COPING 10'-O' 2.5-A25'X25'STEEL DOOR FRAME CLEAR OPENING 44NCH X 1144NCH CONCRETE,. �y FILLED STEEL TUBING SAT HEAVY DUTY CANE BOLT24'HEIGHT ` NICHIHA FIBER BOARD:1 _ VINTAGENNOD-ASH am/ J IMNCH STEEL RING WELDED TO - DUMPSTERDOOR f - (TYPICAL OF 3 PER DOOR) r I S= 1144NCH STEEL RING WELDED TO-/ STEELCOLUMN (TYPICALOF3 PET DOOR) 1 If i I I I SEE BRE•1.0 (TYP.)-i i I I I L__-_J I L_J I L____J FABRICATE AND INSTALL (2) NEW OPAQUE TRASH ENCLOSURE GATES NTH NICHIHA FIBER BOARD:- VINTAGEWOOD -ASH(CONTRACTOR TO FIELD MEASURE). SWING GATE FRAMES FABRICATED FROM 254NCH X 254NCH a1NaNCH TS STEEL SO. TUBE WITH DIAGONAL BRACE WELDED CORNER TO CORNER. HOT DIP AND GALVANIZE AFTER FABRICATION, HINGES AS RECOMMENDED PER METAL FABRICATOR. MINIMUM 64NCH GALVANIZED. 3 SCREWS MINIMUM PER LEAF OR WELD TO POST AND GATE FRAME. HOT DIP ALL ITEMS AFTER FABRICATION. LATCH AND CANE BOLTS (TYPICAL) FURNISHED AND INSTALLED BY O.C. TRASH ENCLOSURE FRONT ELEVATION 18, ,1 r , 2 64NCH STEEL BOLLARDS (TYPICAL OF 2) " SEE SITE4.0 1 I r�--; --- :— _i1-1 3'•4' I I I I re -,A I #SAT 244NCH O.C. OW I 24' a 11P CONCREATE I I FOOTING SEE 41TE-101 I I ■ - �1 I ■ 4 I I ` CLEAR OPENING I I ` I J / O �1 O ,, I 2 PINHOLES IN- CONCRETE FOR CANE BOLTSTOSTOPGATES WHEN OPEN AND j \ CLOSED (TYPICAL OF 2) - .a8.•uP.nct FL Cen. ofAuth. No. 27M CWtd Name b H r . nt �, �• IT SAPP ,P.L•,•L O' L REG. ISFj No 6 5 •'. y: - ` e m m m • a o � s - 44 Data-. ] V11111111 %F.. TRASH ENCLOSURE PLAN I SCALE 1!2"=1'4i w V) c' J Z V) H LJj J O o O �y�a ci Z0 F- 'y < LJ Z Q N WN QQ w Pt•)•tl No. w.d 35-490.00 �sNOTEO TE-1. 'AS NOTED LEGAL D�SGRIPfION: - LOTS 1 TO 51NCAUSNE, BLOCK 8, EDGEWATER PARK, ACCORDING TO THE PLAT FILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT COURT OF ST. LUCIE=-n,a., la COUNTY, FLORIDA, IN PLAT BOOK 5. PAGE 25, AND ACCORDING TO REPLAT W THE OFFICE OF THE CLERK OF THE CIRC RT COURT OF INDIAN RIVER COUNTY, FLORIDA. IN PLAT BOOK 1, PAGE 23; TOGETHER WITH THAT CERTAIN PIECE OF LAND WHICH WAS FORMERLY KNOWN AS HARRISON STREET LYING WEST OF ..MUlllyan',- Bear THE BOUNDARY TUNE OF CENTRAL AVENUE AS SHOWN ON THE PLAT OF EDGEWATER PARK RECORDED IN PLAT BOOK 1, PAGE 23, PUBLIC RECORDS OF ALTA 1 NSPS LAND TITLE SURVEY @`� INDIAN RIVER COUNTY. FLORIDA. HAVING BEEN VACATED BY CHAPTER#87 ORDINANCES OF THE CITY OF SEBASTIAN, FLORIDA RECORDED FEBRUARY PREPARED FOR 19,1954 IN DEED BOOK 86. PAGE 105, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA, SAID STREET RIGHT OF WAY BEING MORE SPECIFICALLY Gil U_'y. 11lG WAY I GIANT 01L, ING, � a=- •- ! RiVNvk r, k Q' T DESCRIBED AS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 5, BLOCK 6, EDGEWATER PARK, AND RUN SOUTHEASTERLY A DISTANCE OF 80 FEET TO y��/)yT1AN, FL 32958 �_ ' $1TE, THE NORTHEAST CORNER OF LOT 1. BLOCK 8, EGOEWATER PARK; THENCE RUN SOUTHWESTERLY ALONG THE NORTHERLY BOUNDARY OF LOT 1, BLOCK 8, 11 A DISTANCE OF 145 FEET TO THE NORTHWEST CORNER OF SAID LOT 1; THENCE RUN NORTHWESTERLY DISTANCE OF 80 FEET TO THE SOUTHWEST T-''n 21 : - • .+ +'' ° " CORNER OF SAID LOT 5, BLOCK % EDGEWATER PARK; THENCE RUN NORTHEASTERLY ALONG THE SOUTHERLY BOUNDARY LINE OF SAID LOT 5, BLOCK 6, A _ ' DISTANCE OF 145 FEET TO THE POINT OF BEGINNING, ALL ACCORDING TO THE PLAT OF EDGEWATER PARK RECORDED IN PLAT BOOK 1, PAGE 23, PUBLIC GRAPHIC SCiAIS Im F.4 RECORDS OF INDIAN RIVER COUNTY, FLORIDA FLODD2ONE: X LESS AND EXCEPT THEREFROM THE RIGHT-OF-WAY FOR STATE ROAD NO. 5, AWA U.S. HIGHWAY #1; AND 4 REGULAR PARKING SPACES WITH STRIPING COMMUNITY NUMBER: 12DI23 s- v 1 HANDICAP SPACE PAN13120B1C112 FURTHER LESS AND EXCEPT THEREFROM THAT PORTION THEREOF CONVEYED TO INDIAN RIVER COUNTY FOR PUBLIC ROAD RIGHT-OF-WAY, AS DESCRIBED SUFFIX: H LOC:A710N MAP -.- IN THAT QUITCLAIM DEED RECORDED IN OFFICIAL RECORDS BOOK 776. PAGES 2813 AND 2814, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, BASE FLOOD ELEVATION: NAVD. BB FLORIDA FIRM DATE 12-04-2612 UTILITIES SYMBOL LEGEND SAID LANDS SITUATE, LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA_ 10 BOLLARD 110 CATCH BASIN CONTAINING IN ALL 41.407 SQUARE FEET /0.95 ACRES, MORE OR LESS. I ® CONCRETE VTILITY POLE oil& INLET > 'a, Izamm - - - - --U.S. HIGHW/ Y #1 f _TLIGHT POLE _ sN ii + - g,+ - 41 IN .. / TELECOMMUNICATION MANHOLE TRAFFIC POLE WOODULILLTYPOLE I 100'RANPER STATE OF FLORIFA STATE ROAD IT! WATER METER $ G : OEPARiMENT RANIIAAPd'880T 110PLX. .'< � A9PRtVlAT(lAfi&A� IPTION. . Q,; '•fi vmi '4 S47 '.}. 330.00'(DEED). ,,4 RWUNE j ly GREASE TRAP MANHOLES p��CC T® -.._ .,.T.. . #. .. - t � � . -_ _ .,,.,-,_Y : _ . _ _ _ _ _ . ^�\ � DEED RM HEVATIONS FMIA FORNEALY I(NOWMAS fWaCaa' F' y I w : -%� - k • T' •Ij I 8.1 W. IDENTIFICATION 1 CONChEIEAI'ROII ._•r. • y `v �r E 10.1aNAVD. LB LKf76EDEISBa:SS gyp. �„ 1� ° ; ..'`„'' n S21 4111°E 810.79' 370.00' C s2 M MEABBR® NAVD. N(MIHMa3aORDSBO K:AL DAMN 30A0' 1 F�^.'' ��,��».;it'��" �p0'Is _.:'b- .. 5D.00' -0 R �.00' i BO�arIPA) � I ,3 103ONA.VD. CAB. (IFRCIM RECORDS BOOK , ; IT 9' q o � rat �P iRLNTES�BgNALsu"vEYa+MAPPLR °' a is= 41p i CDIrn 'ate I �� I. aT ELEVAl7C1N }®' '�: _ i -.� x. i ti 103E NAva R�CNr CTOPOGRAPM ELEVATION L prt aw poi H g• �ipl ' -'V'I" ' lAT 3 . 17.M NAVD I _ I VACATED R/W PER +7' � POIE •l4di' .: mow °' m1 p• .. 4� ' LOT i ' BIADM6 I ' IAT4 i LOTS j DEED BOOK BCi, PAGE 105 IQ O C *a BLOCK fi I I BLDM a I 41 BLOCK 6 Ff1C/A HAItIRTSK)N STREET `4 I I I • MET DATA CATCH BASIN DATA 'i' a ' N 4 14.1 j . ABOLML7. �: (INCLUDED) F7 CB-0 TOPOFGRATE-a.25 TOPOFGRATE-998 a x4ry a14 i ?°Fy', S +0x �+ i YANG. ORM1E i x°fi 90UIH INERT0.15/1r C,a+ 30UITINVERT-7.16 ASPHALT '4 \\\`�\\- 1 " DINE � t,2 ., =,p2 wl �O 74N ,I ' t 1 i1 0• TOPOFGYIATE-a.18 a" ZI ' +a b _ 4e 0 4A, 4,o NORTHINVER7-8.13117CUP TOP OFOM7E-Bne •, F I OF BAI4C 4h B'Qi x x SOUTH RNHiT-6A811r CMP NORTH INVERT -7.431IRCUP _ `RI ,I Y' I "TOP__.-.._ K SOUTH INVERT-7AS 112'CUP �I•' qWP I Cj I%+o,V yam. ✓Si y!4 t J t' t' W17� '�$ ,%fir I � `kai• O NORTH NV9CT•ed//lr(7P TOPOFGRATE-7.15 � F�i � J i � I � � + • r4=--t r °j TOPOF( ATE-7.a7 � NORRINVERT4d2 / w- I B.W. INVERT lxP t L-�I x p 0 +•2 I. I ,. >0.r'. W11. ,ro 0 183.1• I _ _ I f 'L� LOT1 VJ[ST NVER7-stO �] /�^�N1 I •.1 n - 1§ ^.I$"lf&. - die mil• i� BLOCK8 H SOULHRNERTAA0 (il ^6 I 1^'W,.� 74,{Sx :I. '4o 'I F4lo •+ 1 1 �p l TOPOF (itAlE-832 17 CMR W L�$$$�QII y I= {Y� }} I. I t ] 44ii) ®:� .AAA�4W+1 .1 (�. o 4q pT '.s9�'�.,~ �I LL WESTINVEAT-3A7/1r CLP _~<i .',I r '7Jd .. .'Ra) 74 x Xr, ''Q'SM, '..43, TOPOF ORATE-d76 J ' IITIRTION OF i '� iTABRRPS qtT. Ri .. + j10 °42, 4a', I '�4or,_ RETENTION TOP OF CRATE•&18 _ Qe ' CMP CO3 Ti LOT1 (TYR61L) (ATE .p �a ` �$+I ! Pam xB� o NW.NVERT-SABI1r CMP SCUM INVERT i�PVC Mppl o .. o�B (DgCLt1D�� 4rY �a+N� Y. I •Aa g�o�, * rn eGIrtHNVeir•u4/1rc1� ' R .,.-i; �IaCJJ }, �.COLICREIE .I;tz' 4 ® 40%�_ ?I�AJ• I 7� N.E. wVEiT.6A1K1r aP ,•, WI ,. $ I Y I ® 'A."? ygl(.� O aiz l9 ' II bol �.UN. oJW)j ' YPi J. I �(?-_-`e'�i�•�' 4'$i i : .TF:.. [•�F., m6p , i;: 4 i-i 'I / i e'•w-"aTl ;4% �x.-'` °� pNp I HAVE REWEWEDTHEMRE SEARCH REPORT, FILE i852804, DATED FEBRUARY I& �7 r 1 m00 0- +4 I - �' B1ILOINO IEIBIR I -. '� .." 'i ! 4Jt 4, JL >L N, �J =.•lN IA `� a 2D20 AT 11:00P.MAND HAVE DETERMINED IF THEYCRECTLYAFFECf THE SUBJECT K p�� 1�,2 ,''.i a•�z..a$.. .` °t1k 11� -' 'AAA .TVA 441>! I ' rQF--`' tQ- x BOUNOPRYAFIDARE PLOTTED BOUNDARY OF THIS SURVEY AS wllows: WW ,I" .ul ft u� N n11 UM SOF .. -A 1 I _ •fi . 852 44j +4ry3. 219 •. �• 'i `�, •'ammm AIWA . 1 a•O, \ .° =s �. i 4� RETENTION TIEA#1 P.BJPAGE PLOTTED DESCRIPTION .%y� + - I` ry i POto \,A 3 325 NO CAWRIVI�NOTAFFECT ' dYES .,. A T •d�"'-.-_..____ µµ x' xP,a ITEAW O.RBJPAGE PLOTTED DESCRIPTION q - .� � �� � I +er 2 84727/0 YES 2D FASBAFNI' I �y� I ' _ �P - , _ _ _ _ _ - _ _ _ _ - - _ _•..k _ - _ .- _ _ - _ _ _ _ _ - - _ - _ _ _ _ - - _ 4A 26131f019 NO ANENT EASEMENT- DOES NOTAFFECT I I � HCLroFarw I si -,I -� .- - �Nb ' 48 25"nEi 7 NO AMENDED EASEMENT -DOES NOTAFFECT . _ _ _ _ _ J- - am,t,- - - _ _ -I _ _ - - ...I - - - - - - - - - - - - - � _ _ _ _ _ - _ - _ _ _ _ _ _ - - - - - - - - - - _ 4C 27117J2B7 NO AMT9lOH) EASEMENT -DOES NOTAFFECT •4rr • 4ih' +Q,o `� .. '_ aW.' �. � 4D 271VA72 NO AMI3NDEDEASEMM-DOESNOTAfFECT CAB.847. PAGE 2710 1F EASEMENT (PLAT) N ® COAO'4P&D) „ c 20_00_ '� iA I I I Fi 44AL 80.OBM ' �% ,2'- N21°4L742°W 310.06'(M) 310.00'(C) y NTxeD ro GIANT OIL, INC, AFLOFLDA00R1OMTN)N •; �. 1B �0 330.00nwfiw'(DEED) NeireNe THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FORALTAMSPS LANDITTLE SURVEYS. JOINTLY ESTABLISHEDAND ,I A� A THEREOFy7HEFIEIDW(Ntl(WAS(OMPIEIED ON O6C10.202p,7C. B.9.MID 110E TABLE a FLORIDA EAST COAST RAILWAY i DATE OF PLAT OR IAAP.OS-0a2020 �r. rQ TREE LEGEND ��e. � i Project sti°b m Nores: SIZE agff�ON �•w C-18966 WWEST N. I CK F SUITE Loa 3 14•aAK PNdA4ltA uT� .• .�•��,No ff. Date COMPASS PHONE: 561.640.4800 1. LEGAL DESCRIPTION PROVIDED BY CLIENT j '"�"®"�""I"'"` 05-08-2020 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TIRE WAS PERFORMED BY THIS OFFICE ^0892• ImrxcrnnarrAw,I,eTlrAtmastmc FAX: 561.640.0576 S NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 6 1e•DAK NAVD I9MBEVATION=17.71 �' � ��1B°AV"®�" �'' 4 n a 4. ALL ANGLES AID DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED LKSESS OTHERVASE NOTED Scale 1 A-7 LJ VE 1 IN 5. THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY PROPERTY LINE. ASSUMED TO BEAR NB6'taWW. I a 14.0NL 1" =15' 1 OF LB#7463 \,(%� 17 1C PALM W W W.00MP/L555lIRVEYING.NEf '�/ NBNNERIlK49IAUE rnorravr••ra°ew.wor>+wrr,x FINISH SCHEDULE TAG DESCRIPTION MANUFACTURER MATIOUAU0 M IFIDMHES PAW Pt PAINTED STUCCD SHERWIN PURE WHITE 03LV,N/PIASTEt WILLIAMS SW7D05 a TAG DESCRIPTION KAIWFAMREt MATEtIALICDLOR j FINISHES FITS, COMPOSITE MEDIUM WOOD - F-, SHUTTER lW TONE FINISH NRT0NT1117SHERWIN BIG CHILL G008ENECK R99: PAINT® ® ��PA PREMIUM WRMAMS SW7646 LIGHTING GALVANLZED KE P-3 STORE SIGNAGE SHERWIN REAL RED Fa NICHIHA FIBER NUJUHR VM,AGEWOOD - WILIW,S SW6868 BOARD ASH ENIASION NATURAL 0EKrERIOR SHERWIN TIN DOONIFRAME WIl3AMS M1163 P ® WALL WMIWUNE ALUMINUM STONE © AOESS L DDER AIMD LADDER MILALUMINUM INUM FINISH ACCESS LADDER COMPANY ALUMBAIM S1 STACKD-STOPE NICHD14 MLIUNFAIN :ROOF O STANDING SEAM ZNC�fE KYNAR R-1 METAL BERRIDGE SOWHYWt SODO I ENTRY CUPOLA -STANOING SEAM METAL 28'-0 ROOF R-1 'i TOP OF SIDE CUPOLA &GNAOE-SACKU7 �'-1h" LOGO ® ... t� j I �PREMI�M SNAKE + �—0OLUMN �LJGHTING P _ W INTERIOR CEILING 1T� •- _—FIBER BOARD ..,._, .. �f _.... . .._.. .._......._ .._,. —17CIERIOR PILASTER STACKED STONE / TOP OF WALL BASE w ski SIGNAGEAREA: 16 S.F. SIGNAGE AREA 31150 SF. ENLARGED SIGNAGE DETAIL SOME ' 4 ENLARGED SIGNAGE DETAIL . I S STANDING SEAM METAL OF R-t jo WE 6NUffER F-1 PREMIUM SNAKE OP PRUIE CUPOLA O yy._1a. COLUMN I P1 W3�BACKIIT LOGO ol P i f I I .. .... .._. .. ...:.....:... :.. :_'. :. ...., - � / / / 0-'. TOP OF WALL BASE - - - SIDE - EAST ELEVATIONSCALE , , 2 ,—STANDINGSEAM �! METAL ROOF R-t �-6HUTTER J F-1 —LIGHTING -........-... ., ..., .. ._._ PILASTER J P1 STACID:D STONE • RECEIVED -- - AM 18 2020 c rseu�e>., ��+'rbl.oaft DiWt FRONT - NORTH ELEVATION wALE 17 1 r O URGIIF;LLC G 1208 P—Kcnned7 Eovlcved SW. 230 Tunes, Fled& 3360E jpp 813.434.4770 [1]. 813.44S4211 cuoupma FL Cast dAi udL N 27989 r lint runt NISIT SAPPARKHAO, P.E. FL RES. N0. 64005 N J a LE V G ILI d.� a a O �g 4 Q Z J C9 W) to a Z Q p#6 6 P 3s-oea.ao 'tee` BOTD SE-1.0 k"I AS NNOTED FINISH SCHEDULE TAG DESCRIPTION MANUFACNR{$tA1BIiA!/LO OR I F1N79ES PAINT I BLUE -BUILDING A2145018199951 R7 FASCIA, DISPENSERS 30NE-BIAUi ACRYLITHANE H52 AND SMNAGE SEMI -GLOSS AZN-D10169199951 P-2 RED-SIGNAGE 3ONEBLAIR ACRYLTIHANE HS2 SEMI -GLOSS STONE S-1 STACKED -STONE NX311HA MOUNTAIN ROOF R-1 O STANDING SEAM BERRIOGE ZINC -COTE KYNAR METAL SOWHYLAR5609 ILLUMINATED CHANNEL — LETTERS MOUNTED ON WHITEACM I I -lMob p • � 1 L7425N J SIGNAGE AREA: 11.33 S.F. 1 ENLARGED SIGNAGE DETAIL SCALE 4 r-r t 2. 4" 1'-0• 4• STACKED sroNE — — TOMATCH BUILDING � W8•CDX PLYWOOD AND Sr OUR ROC 11 TO 3'-0• 12"0 CONOPY f .- COLUMN r f 4"MFTAL STUDS —""" CANOPY COLUMN DETAIL 5;12,�1,-0• 1 3 Nwnb., w-1349 Aeln- 0 WAVE OVERHANG ELEVATION 12 a 8�1 I M bi f RED MOBIL 810NAGE BLUE MOBIL B® R1 €? I WHITE ACM FASCIA 2'-2" X X-2" COLUMN WRAP WITH STACKED STONE TO MATCH BUILDING a ZSTANDING BEAM METAL MANSARD ROOF R-1 ���SEAM METAL 888''TTTANDING OF ! I I RED MOBIL SIGNAGEWH!TE ACM FASCIA BLUE MOBIL SIGNAGE R1 o + tr V-5 112" . 2'-Z' .� 2W X X-r COLUMN WRAP WRH STACKED STONE TO MATCH BUILDING S-1 104'-6" 1 I � 42'4P l � r t FUEL CANOPY NORTH ELEVATION scaLE 2 I v4^=r-0• � I.kGU�I-I-C G 120813ut ICmnedT lou:-- d Suite 230 Tmpa, I9mi& 33602 [p]: 811,434.4770 [f]:813.445.4211 —I.g—p.uet FL Cat of Auth. No. 27889 • CbntN— R y NISIT SAPPARKHAO, P.E. FL REG. NO.6•4085 Date Z O P 4c DH ul O F IL = Op RECEIVED AN182 0GI $ ca zy°}Dww p-. pP.� € p 84.00Wl'WOFC-1.0 eheel (:M FUEL CANOPY EAST ELEVATION G 1 114?�V-V NOTED Giant Oil, Inc. 617 US HWY 1, Sebastian, FL 32958 01/13/21 Building Elevations f !.tom T - � rat T � r 11 J_ I ( �I I T. L11. T i ! JrL�1�(iC.T.-f. Side Elevation Front Elevation ',1111JI1� c�APPA''�-o®� Qp Za ATE OF : 0 N A 17 Giant Gil, Inc. 617 US HWY 1, Sebastian, FL 32958 01/13/21 Building Elevations Side Elevation (tear Elevation o/N5 s%�9 Giant Gil, Inc. 617 US HWY 1, Sebastian, FL 32958 01/13/21 11ti arak; .t a o No 6 85 J 10Z1�: oO� S TE OF •:�� Fuel Canopy Elevation Giant Gil, Inc. 617 US HWY 1, Sebastian, FL 32958 01/13/21 ■ x Building Floorplan ,s,�l{i1116Dfs,�� \.� SAPPgR ,ef JA# �' 1 •� ST E OF ASS R 1 P\,�� .,1410 e, N A' i��a�' RECEIVED JAN 18 2021 City of Sebastia Community Developmen, Planning and Zoning Commission Meeting of 2/4/2021 Re: Commissioners Matters - Election of Chairperson & Vice Chairperson Attached: 1) Land Development Code section 2) Commissioner information from City Clerk's Office Sec. 54-1-2.4. - Planning and zoning commission. (f) Rules of procedure. (1) Officers. From among its members the planning and zoning commission annually shall elect a chairperson and a vice chairperson at the first regular meeting of the commission held at the beginning of each calendar year. Whenever possible, the persons selected as the chairperson and vice chairperson of the commission shall have served two years as a regular member of the commission and shall have attended at least 90% of the meetings of the planning and zoning commission which such member was not otherwise excused from attending by the chairperson at such meetings of the commission. The planning and growth management director shall appoint a city employee to serve as secretary to the planning and zoning commission and take minutes of the meetings of the commission. PLANNING & ZONING COMMISSION 3-YEAR TERMS MEETS 1ST AND 3RD THURSDAY OF EACH MONTH - 6:00 P.M. MEMBER NAME AND ADDRESS Robert Hughan 1244 Larkspur Street Sebastian, FL 32958 rhuohan ccDbellsouth.net (305) 498-2947 Rick Carter 237 Main Street Sebastian, FL 32958 focussysCcDcom cast. net 918-4600 Tahir (Bash) Qizilbash 103 Barbara Court Sebastian, FL 32958 Bash. oesa.gmail. com 581-0775 Bill Simmons 509 Drawdy Way Sebastian, FL 32958 Bsimmons41 Co)comcast.net (270)314-3554 APPOINTMENT HISTORY [MOST RECENT HISTORY FIRST] Took McManus' regular member position 11 /2017 Reappointed alt member 2/22/17 Took Kautenburg's unexpired alternate member position 12/16/15 Reappointed 5/27/2020 Reappointed 3/22/17 Took Cardinale's expired regular member position 4/27/11 Took Durr's unexpired alt member position 2/9/11 Reappointed 3/26/14 Reappointed 5/27/2020 Reappointed 5/10/17 Reappointed 3/26/14 Took Paul's expired regular member position 4/27/11 CURRENT STATUS Term to expire 11/1/2020 Term to expire 4/1/2023 Term to expire 5/1/2023 Appointed regular member 2/12/2020 Term to expire 2/1/2023 Reappointed alternate member 11/20/19 Took Alvarez's expired alternate member position 12/14/16 David Reyes - Chair Reappointed 5/9/18 Term to expire 6/1/2021 458 Oak Street Sebastian, FL 32958 Reappointed 6/24/15 Jdr5347(aatt.net 453-6157 Reappointed 6/13/12 Took Simmons unexpired regular member position 3/1/11 Took Neuberger's unexpired alternate member position 7/14/10 Joel Roth — Vice Chair Reappointed 5/8/19 Term to expire 5/1/2022 1984 E. Lakeview Drive Sebastian, FL 32958 Reappointed 4/27/16 ioelroth(b)msn.com 589-6894 Reappointed 4/24/13 Reappointed 5/12110 Took Buchanan's unexpired regular member position 1/27110 Al Alvarez Reappointed 11/20/19 Term to expire 11/1/2022 492 Quarry Lane Sebastian, FL 32958 Took Dodd's expired regular member i alaivarez(a7aol.com position 12/14/16 532-8767 Took McManus' unexpired alternate member position 11/19/14 John Christino - Alternate Took Mauti's expired alternate member Term to expire 1/1/2023 182 Spring Valley Avenue position 12/11/19 Sebastian, FL 32978 i.christinoCa sbcgloba1.net (772) 202-7812 Louise Kautenburg - Altemate Appointed alternate member 2/12/2020 Term to expire 11/1/2022 973 Oswego Avenue Sebastian, FL 32958 Reappointed regular member 2/22/17 Louisek16a>iuno.com 696-3716 Took Durr's unexpired regular member position 10/14/15 Reappointed 1/8/14 Took Hennessey's unexpired alternate member position 3/14/12 revised 5.27.2020