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HomeMy WebLinkAbout2015-11-19 PZ AgendaSETa►V HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589.5518 ■ FAX (772) 388-8248 AGENDA PLANNING AND ZONING COMMISSION THURSDAY, NOVEMBER 19, 2015 — 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 A. Regular Meeting of September 17, 2015 6. QUASI-JUDICIAL PUBLIC HEARINGS • Chairman opens hearing, attorney reads ordinance or resolution or title • Commissioners disclose ex -parte communication • Chairman or attorney swears in 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 — Sebastian Airport Hangar C — One-story 15,694 SF Structure with Offices — 214 Airport Drive East — Airport Industrial (Al) Zoning District B. Quasi -Judicial Public Hearing — Site Plan, Conditional Use Permit & Waiver — Bed & Breakfast — Two-story Structure with Parking Garage Underneath — 1690 Indian River Drive — Commercial Waterfront Residential (CWR) Zoning District— Requested Waiver from LDC Section 54-4-21.A.7: Riverfront Overlay District Landscape Requirements 7. UNFINISHED BUSINESS 8. PUBLIC INPUT Public Input on items other than on the printed agenda, is five minutes, however, it can be extended or terminated by a majority vote of members present 9. NEW BUSINESS 10, STAFF MATTERS 11. COMMISSIONERS MATTERS 12. ITEMS FOR NEXT AGENDA 13. ADJOURN HEARING ASSISTANCE HEADPHONES ARE AVAILABLE IN THE COUNCIL CHAMBERS FOR ALL GOVERNMENT MEETINGS. All Planning and Zoning Commission Meetings are Aired Live on Comcast Channel 25. ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE 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 CITY'S ADA COORDINATOR AT 589-5330 A T LEAST 48 HOURS IN ADVANCE OF THIS MEETING. ANNOUNCEMENTS AND/OR AGENDA MODIFICATIONS: Chmn. Dodd stated that Mr. McManus, Ms. Kautenburg, Mr. Alvarez, and Mr. Carter had excused absences from the meeting. APPROVAL OF MINUTES: MOTION by Roth/Qizilbash to accept the minutes of the September 3, 2015 Planning and Zoning Commission meeting as submitted. Motion was approved unanimously by voice vote. PUBLIC HEARINGS: A. PUBLIC HEARING - RECOMMENDATION TO CITY COUNCIL — PRELIMINARY RE - PLAT OF A PORTION OF TRACT C, SEBASTIAN LAKES UNIT 1 FOR A PROJECT KNOWN AS BROOKS' 512 COMMERCIAL DEVELOPMENT — A ONE -LOT SUBDIVISION — PUD -R ZONING — SEBASTIAN BOULEVARD BETWEEN NORTH COUNTY LIBRARY AND ENTRANCE TO SEBASTIAN LAKES SUBDIVISION Chmn. Dodd explained to the large crowd in attendance the Commission's policy of 5 minutes allowed for each person who wished to speak, which they weren't too strict with unless each speaker was repeating the same concern. He noted that staff had informed him a speaker had four letters from absent residents that she wished to read into the record, and Chmn. Dodd stated he would allow it. Mr. Randy Mosby, P.E., engineer of record and representative of the property owner Dr. Harold Brooks, stated that he and staff had been working on this project for the last four months, reviewed the property specifics, and noted that in its current state the property was undevelopable because of a man-made lake on it. He stated the purpose of the application was 1 I C .O CITY OF SEBASTIAN (t7 PLANNING AND ZONING COMMISSION C MINUTES OF REGULAR MEETING F_ SEPTEMBER 17, 2015 a At 6:00 P.M. there was not a quorum of members to convene the meeting. C ® V woCIO_; Chairman Dodd called the meeting to order at 6:25 P.M. V) The Pledge of Allegiance was said by all.(� ,� j Q C (D p ® O a a ROLL CALL: PRESENT: Mr. Roth Mr. Dodd ) (V q Q 6 Mr. Qizilbash Mr. Reyes EXCUSED: Mr. McManus, Mr. Carter, Ms. Kautenburg (a), Mr. Alvarez (a) ALSO PRESENT: Frank Watanabe, PE, Community Development Director Jan King, Sr. Planner Robert Ginsburg, City Attorney Dorri Bosworth, Planner/Recording Secretary Ms. Dale Simchick, IRC School Board Liaison was also present ANNOUNCEMENTS AND/OR AGENDA MODIFICATIONS: Chmn. Dodd stated that Mr. McManus, Ms. Kautenburg, Mr. Alvarez, and Mr. Carter had excused absences from the meeting. APPROVAL OF MINUTES: MOTION by Roth/Qizilbash to accept the minutes of the September 3, 2015 Planning and Zoning Commission meeting as submitted. Motion was approved unanimously by voice vote. PUBLIC HEARINGS: A. PUBLIC HEARING - RECOMMENDATION TO CITY COUNCIL — PRELIMINARY RE - PLAT OF A PORTION OF TRACT C, SEBASTIAN LAKES UNIT 1 FOR A PROJECT KNOWN AS BROOKS' 512 COMMERCIAL DEVELOPMENT — A ONE -LOT SUBDIVISION — PUD -R ZONING — SEBASTIAN BOULEVARD BETWEEN NORTH COUNTY LIBRARY AND ENTRANCE TO SEBASTIAN LAKES SUBDIVISION Chmn. Dodd explained to the large crowd in attendance the Commission's policy of 5 minutes allowed for each person who wished to speak, which they weren't too strict with unless each speaker was repeating the same concern. He noted that staff had informed him a speaker had four letters from absent residents that she wished to read into the record, and Chmn. Dodd stated he would allow it. Mr. Randy Mosby, P.E., engineer of record and representative of the property owner Dr. Harold Brooks, stated that he and staff had been working on this project for the last four months, reviewed the property specifics, and noted that in its current state the property was undevelopable because of a man-made lake on it. He stated the purpose of the application was 1 PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF SEPTEMBER 17, 2015 to make the lot buildable addressing the lake, small area of wetlands, and current configuration of the shared stormwater system. He noted they had already received approvals from Indian River County, SJRWMD, and Army Corps of Engineers. He stated his client was requesting an approval to fill the man-made lake, which was partially located on the North County Library's site, staff had been very thorough, and he was available to answer questions. Ms. King explained that there was not a mechanism in the code to issue a development order for what the property owner wanted to do unless they went thru 1) a site plan procedure, which would need to have a proposed building use, or 2) re -plat the property, and in this case the lot was not being divided, so it was for a one -lot subdivision. She continued that the construction plan [for the subdivision] was to fill the lake, fill the wetlands, and re -configure the stormwater pond, which was the extent of the activity to occur at this time. After construction was complete, a Final Plat would go before the City Council. When a use is decided for the property, a site plan application would be required to be reviewed by the Commission for approval. She stated the property was 2.04 acres, the man-made lake was .56 acres and was identified by SJRWMD as not being a stormwater system for the library or Sebastian Lakes Subdivision, but possibly a previous fish farm breeding pond, and they gave their approval to fill it. SJRWMD also identified the wetlands, .22 acres in size, as being of a poor quality and artificially made by surrounding development, thus being able to be filled. Ms. King noted the stormwater pond was a part of the overall system for Sebastian Lakes, and SJRWMD had approved the re -configuration. She stated all other jurisdictional agency comments had been addressed, including approval from the Indian River County Board of Commissioners to go forward with the removal of the lake. Mr. Dodd verified that the tract was not being removed from the PUD, and that the underlying zoning was Commercial General. Ms. King stated that was correct, and reviewed components of the PUD zoning district relaying that a portion of a residential PUD can be designated for commercial development. She noted the Walgreen's and Winn-Dixie sites were a part of the Sebastian Lakes PUD, which was established in 1983, and stated the commercial component of the PUD was increased by City Council in 1988. Mr. Dodd inquired who would be accountable for maintenance of the re -configured stormwater lake, the property owner or the PUD. Mr. Mosby stated at this time it was not clear, and that usually it was the PUD's HOA. He also noted that the subdivision had a fence and sign located on Dr. Brook's property without a known easement, and that during the Final Plat process an easement would be granted for maintenance. Mr. Mosby stated it appeared that the stormwater lake had not been maintained in a while. Ms. King reiterated it would be required by the Final Plat to establish easements and maintenance agreements. Mr. Dodd asked if when site plan development occurred if the intentions were to have their own entrance off of CR 512, or use the existing subdivision entrance. Ms. King stated yes, to have a new entrance. Mr. Mosby stated a conceptual design proposed a right -in, right -out accessway. Mr. Reyes asked if there would be a connection to the Library site since the pond was being filled in, or any parking expansions. Ms. King stated she did not have any information regarding that at present time. Mr. Qizilbash asked who had flagged the wetlands. Mr. Mosby stated Mr. David Cox, a certified environmentalist, did the flagging working with SJRWMD. Mr. Qizilbash noted there was not any correspondence from DEP, and Mr. Mosby stated he would check in with them. Chmn. Dodd opened the hearing for public input. There was not any input for support of the plat. The following spoke in opposition of the application, and their concerns are noted: • Ms. Kelly Fast, 1281 Sebastian Lakes Drive — filling of the wetlands, the re -configuration of the stormwater pond, and future of the berm across the rear property line 2 PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF SEPTEMBER 17, 2015 • Ms. Victoria Flaherty, 1331 Shoreline Circle, officer of the HOA, read letters from the following residents who could not attend the hearing (attached to minutes): o Jim & Ann Nadeau, 1424 Tradewinds Way o Keith Truelove, 1445 Tradewinds Way o Judith Wickstrom, 1404 Tradewinds Way o Mildred Imbergamo, 1401 Tradewinds Way Her concerns were the filling of the wetlands, the Army Corps letter referring to protected and endangered species, and the design standards of the PUD zoning district as noted in the LDC. • Vincent Flaherty, 1331 Shoreline Circle — questions regarding the recorded zoning history of the property, and the protection status of the wetlands • Bill Bacon, 1437 Tradewinds Way — winter birding on the site, invasive lighting, noise if the berm is removed • Robert, grandson, 1437 Tradewinds Way — operational hours of any proposed new business • Leo Collia, 1430 Tradewinds Way — time schedule, lack of protection until development, noise, easy entrance from CR 512, removal of berm, trespassers from library, protections in place before site plan development • Liz Murphy, 1405 Tradewinds Way — suggested the City buy the property for conservation of the wetlands Stella Garofalo, 1442 Tradewinds Way — high selling price of property, no consideration to neighbors, no safeguards proposed for Sebastian Lakes, location of existing irrigation pipes, new use effect on subdivision • Michael Tunick, 1327 Shoreline Circle — confusion of double zoning of property: residential and commercial, status of quiet neighborhood in jeopardy, increased traffic, increased noise, destroy natural beauty, and reduction of property values of homes, timing of application when residents are still up north, removal of berm, allowed uses for site plan • Liz Collia, 1430 Tradewinds Way— safety, trespassing and congregation of kids • George Woodman, 1116 Breezy Way — material being used to fill in wetland, proposed traffic divides on CR 512, traffic flow and congestion • ????? (a repeat speaker) — who maintained stormwater pond before it was bought by Dr. Brooks, flow of water with re -configuration Mr. Dodd stated that any damages caused during construction to Sebastian Lakes property such as the irrigation pipes, stormwater flow, etc. should be mitigated and corrected by the developer. He then noted items he felt staff should discuss and consider: the Endangered Species Act issue, and the barrier between the properties until site plan development occurs. Ms. King stated there was a letter in the file from an environmental specialist who evaluated the property for protected and endangered species and found none. She explained it was in the best interest of the developer to preserve as many trees along the perimeter to receive credit for his required landscaping for the site plan. Mr. Reyes had questions for Mr. Mosby regarding the mitered end section from the west and his concern that if not modified it would get buried, and the overly -used rectangle shape of the stormwater pond and how much actual new capacity was being gained. He also noted that from an aerial he saw a good amount of trees in the subdivision tract in-between the houses and Dr. Brooks property that wasn't shown on the survey that would help with buffering. He asked if the swale in the rear was temporary for dewatering and would it be filled. Mr. Mosby responded to Kelly Fast's concern of the reconfiguration affecting stormwater for the subdivision, stated it would not, and felt that was the only concern that applied to this application. The other concerns were valid but would be addressed at the site plan review process. He 3 PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF SEPTEMBER 17, 2015 responded to Mr. Reyes' question that they were going with pipe -to -pipe and eliminating a mitered end. And he reiterated that the wetlands were small and isolated on Dr. Brook's property only. He was glad to hear the concerns so he could apply them to a future site plan. Mr. Roth asked if the stormwater pond could remain in its current shape. Mr. Mosby responded that they had to maintain the volume of storage in the lake and account for development of Dr. Brooks' property. Chmn. Dodd closed the public hearing @ 7:31 p.m. Chmn. Dodd asked staff if the Commission should require information on who would be responsible for maintenance of the stormwater pond. The city attorney stated that they should, and Mr. Dodd requested it be made a condition of approval in the motion. There was discussion if a re -design of the shape of the pond should be made a condition, and further discussion of the maintenance importance. Ms. Simchick thanked the young student for being a participant in the hearing, and asked if the PUD had any covenants and deed restrictions that addressed the maintenance issue. Ms. King stated there was three HOA's within the PUD, and that she was not aware of any maintenance document. Ms. Qizilbash stated he had concerns with how close the re -configured pond would be to the property line and felt there should be a buffer there also. Mr. Dodd stated he had empathy for the residents and their concerns, but reiterated that the property was always zoned commercial, and didn't think the city could deny a request for development, but wanted to be cognizant of protecting the buffer, and possible costs of maintaining the stormwater pond. He continued that although the buffer issue is a site plan item, he felt there should be discussions prior to City Council's review to determine if it was appropriate to protect the existing buffer, and make that a condition also. Mr. Ginsburg suggested another condition which addressed the sign and wall, requiring an easement. Chmn. Dodd reviewed the three possible conditions as being 1) an easement be granted to protect the entrance to the Sebastian Lakes Subdivision which includes the sign and the wall, 2) that some agreement be reached between the commercial developer and the HOA on maintaining the stormwater pond, and 3) the developer in his site work try to maintain the landscape buffer between the property and Sebastian Lakes as much as possible. MOTION by Reyes/Qizilbash "to recommend to City Council this preliminary re -plat of a portion of Tract C, Sebastian Lakes Unit 1 for a project known as Brooks' 512 Commercial Development, a one -lot subdivision in PUD -R zoning [located on] Sebastian Boulevard between North County Library and the entrance to Sebastian Lakes Subdivision with three conditions. Condition 1 is that the developer work out an "easement agreement" for the existing sign and the proposed reconfigured drainage pond. Condition 2 is that they try to save the buffer along the rear property. And the third condition would be is that they come up with an agreement with the subdivision's HOA on who will be maintaining the pond." Mr. Roth asked if maintenance of the sign should be addressed. Mr. Dodd stated it was already the HOA who maintained it. ROLL CALL: Mr. Qizilbash yes Mr. Reyes yes Mr. Roth yes Mr. Dodd yes PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF SEPTEMBER 17, 2015 The vote was 4-0. Motion carried. UNFINISHED BUSINESS: None PUBLIC INPUT: None NEW BUSINESS: None ITEMS FOR NEXT AGENDA: None COMMISSIONERS MATTERS: Mr. Reyes asked if the county's submittal requirements for subdivisions and platting were the same as the City's were. Ms. King stated she did not know, but that the city's requirements were listed on the application. CITY ATTORNEY MATTERS: None STAFF MATTERS: None ADJOURN: Chairman Dodd adjourned the meeting at 7:44 p.m. (db) 5 CIT)OF SEgAST HOME OF PELICAN ISLAND Community Development Department Site Plan Review Staff Report 1. Project Name: Sebastian Municipal Airport Hangar C 2. Requested Action: Site plan approval for a 15,694 SF hangar facility which includes warehouse and office facilities, along with required parking, stormwater, and landscaping. 3. Project Location a. Address: 214 Airport Drive East b. Legal: Development area of airport noted on site plan C. Indian River County Parcel Number: 30-38-22-00001-0000-00000.1 4. Project Owner: City of Sebastian Mr. Joe Griffin, City Manager 1225 Main Street Sebastian, Florida 32958 (772) 589-5330 Fax (772) 589-5570 5. Project Agent: Mr. Frank Watanabe, Airport Manager 6. Project Engineer: Michael Baker International Mr. Michael Coppage, P.E. 5020 W. Linebaugh Avenue, Suite 240 Tampa, Florida 33624 (813) 889-3892 7. Project Contractor: To be Determined 8. Project Description a. Narrative of proposed action: The City of Sebastian proposes to construct a 15,694 SF hangar facility which includes warehouse and office facilities to be located at 214 Airport Drive East within the Sebastian Municipal Airport west of the Administrative Building and immediately northwest of Hangar B (Velocity). The site consists of a one-story structure together with associated parking, water and sewer service, drainage and landscaping. Access to the site will be via Airport Drive East. The area of development consists of 1.24 acres, of which 76% will be impervious and 24% will be open space. b. Current Zoning and Land Use: Zoning: Al (Airport and Industrial) Land Use: IN (Institutional) c. Adjacent Properties: Site Characteristics (1) Zoning Current Land Use Future Land Use Current Land Use(s): Vacant (3) Soil: North: Al Airport INST East: Al_ Hangar A (LoPresti) INST South: PS Municipal Golf Course INST West: Al_ Airport INST Site Characteristics (1) Project Area: 1.24 acres (2) Current Land Use(s): Vacant (3) Soil: Immokalee (4) Vegetation: None (5) Flood Hazard: Zone X (6) Water Service: Indian River County Utilities (7) Sanitary Sewer Service: Indian River County Utilities (8) Parks: N. Co. Conservation Area -.3 mile Hardee Park — .9 mile (9) Police/Fire: Indian River Fire — 1.8 miles Sebastian Police — 1.2 miles 9. Comprehensive Plan Consistency a. Future Land Use: FA consistent b. Traffic Circulation: consistent C. Housing: n/a d. Public Facilities: consistent e. Coastal Management: n/a f. Conservation: consistent g. Recreation and Open Space: consistent 10. Contents of Site Plan: a. lot configuration: Provided (development area) b. finished ground floor elevation: 21.00' C. contours and designated number of dwelling units: 0 d. square footage of project area: 53,867 SF e. building coverage: 15,694 SF = 29.1% (50% maximum) f. square footage of impervious areas and open area: Impervious 41,186 SF = 76.5% (80% maximum) Open 12,681SF = 23.5% (20% minimum) g. setbacks: Provided. The development site will remain part of the Sebastian Municipal Airport property. Therefore, the building setbacks provided more than exceed the code requirements. h. scaled drawings of the sides, front and rear of the building or structure: Provided. I. generalized floor plan indicating uses and square footage of each proposed use within each building or structure: Provided. j. Building exterior construction materials and color: Building colors will match or be very similar to the two existing hangars, which are light stone and desert sand with emerald green trim. k. building height: Provided: 32.25'(35' maximum ). I. location and character of all outside facilities for waste disposal, storage areas, or display: Provided, and screened M. location and dimensions of all curb cuts and driveways: Provided. 3 n. number of spaces with their location and dimensions: Provided Use Unit Standard Required Spaces Office 1907 SF 1/200 9.54 Warehouse 10,000 SF 1/1000 10 Warehouse — over 10,000 SF 3787 SF 1/2000 1.89 Total 21.43 Parking Required: 22 spaces Parking Provided: 22 spaces (21 standard, 1 handicap) o. details of off-street parking and loading areas (including requirements of Article XV): Provided — parking and loading zone details are shown on Sheet G2.2. Thirteen paved and nine grass spaces are shown on the sheet, and based on aggregate gross floor area of the building, one loading space meeting required size dimensions has been provided. P. all off-street vehicular surfaces available for maneuvering: Provided. q. surface materials: Provided. r. number of employees: 10 S. type of vehicles owned by the establishment: undetermined t. If there is a combined off-street parking facility, required agreements: n/a U. Location of all pedestrian walks, malls, yards and open spaces: Provided. V. location, size, character, and height or orientation of all signs: to be provided — signs will require separate zoning review and building permits W. location and character of landscaped areas and recreation areas: Provided X. location, design and character of all public, semi-public, or private utilities: Provided rd Y. location, height and general character of perimeter or ornamental walls, fences, landscaping: Provided Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: Provided — See Sheets C3.1 & C3.2. The SJRWMD Environmental Resource Permit for the airport was previously issued (No. 40-061-68172). The civil engineer is applying to SJRWMD for the permit modification for the Hangar C development. 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 for area of Hangar C development CC. Verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property: City owned. 11. Site location and character of use: Provided 12. Appearance site and structures: a. harmonious overall design: Yes b. location and screening of mechanical equipment, utility hardware and waste storage areas: Provided C. commercial and industrial activities conducted in enclosed buildings: Yes d. exterior lighting: Provided 13. Access, internal circulation, off-street parking and other traffic impacts: a. internal circulation system design and access/egress considerations: provided b. separation of vehicular and pedestrian areas: provided 14. Traffic impacts: A traffic statement was provided, and based on average daily trips, a full Traffic Impact Analysis was not required (under 100 trips per day) 15. Open space and landscape (including the requirements of Article XIV): a. Name, address and phone number of the owner and designer: Provided E b. North arrow, scale and date, minimum scale of one inch equals fifty (50) feet: Provided C. Property lines, easements, and right-of-way with internal and property line dimensions: Provided d. Location of existing or proposed utility service: Provided e. Location and size of any existing or proposed structures: Provided f. Location and size of any existing or proposed site features, such as earthen mounds, swales, walls and water areas: Provided g. Location and size of any existing or proposed vehicular use area: Provided h. Location and size of any existing or proposed sidewalks, curbs, and wheel stops: Provided i. Location of sprinkler heads, hose bibs, or quick cupplers and other information on irrigation: To be field determined Calculations of required type, dimensions and square footage of landscape materials and of required landscape areas, including: total site area, parking area, other vehicular use area, percentage of non- vehicular open space, perimeter and interior landscape strips, and required number of trees: Provided k. Location of required landscape areas and dimensions: Provided I. Location, name, height and size of all existing plant material to be retained: Provided M. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: Provided n. Height, width, type, material and location of all barriers of nonliving material: Provided o. Location, dimensions and area of landscaping for freestanding signs: None proposed P. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: Provided 16. Required screening of abutting residential and nonresidential uses: None required 0 17. Flood prone land and wetland preservation: n/a 18: Surface water management: A complete Stormwater Management Report & calculations have been provided, and the SJRWMD modification permit has been applied for. 19: Available potable water: Indian River County Utilities 20: Wastewater service: Indian River County Utilities 21: Soil erosion, sedimentation control and estuary protection: Provided. 22. Additional considerations: An FFA Form 7460-1, Notice of Proposed Construction or Alteration, should be submitted to FAA's Orlando Airport District Office for coordination and evaluation. IRC Utilities Department and Environmental Health Department comments have been addressed. Fire Department comments have not been received, and will need to be addressed if any comments require revisions to the site plan. 23. City Engineer's review: The applicant has addressed all engineering comments. 24. Conclusion: The proposed Hangar C site plan is consistent with the Comprehensive Plan, Land Development Code, and Airport Development Guidelines & Standards. 25. Recommendation: Staff recommends approval of the proposed site plan with the following conditions: A. A copy of the SJRWMD Environmental Resource permit and/or modification to be received before issuance of the building permit B. A "Determination of No Air Hazard" received from the FAA indicating that the proposal has been officially evaluated and the FAA imposes no objection to the proposed development before issuance of the building permit C. Receive IRC Fire Department site plan review approval PREPARED BY 7 II I to/,5-- DATE S DATE ung, SE�T�t HOME OF PELICAN ISLAND City of Sebastian Development Order Application Permit Application No. Applicant if not owner, written authorization (notarizedl from owner is required) Name: City of Sebastian, Attn: Frank Watanabe Address: 1228 Main Street, Sebastian, FL 32958 Phone Number: (772 ) 388 - 8228 FAX Number: E -Mall: FWatanabe@CityofSebastian.org Owner H different from applicant) Name: Address: Phone Number: ( ) FAX Number: ( ) E -Mail: Title of permit or action requested: SITE- fZAu i4PP2ouRr-- PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING, COPIES OF ALL MAPS; SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND $-1/2" BY 11" COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM, A. Project Name (If applicable): Construct Hangars (Hangar C) a. Site Information Address: 214 Airport Drive East Lot Block: Unit: Subdivision: Indian River County Parcel #: 30382200001000000000.1 Zoning Classification: Airport Industrial (Al) Future Land Use: Inst Existing Use, Inst Proposed Use: Inst Detailed description of proposed acthrlty and purpose of the requested permit or action (attach axtratsheets if necessarvl: Project is for the construction of a new 32'-3" tall hangar (Hangar C) at Sebastian Municipal Airport to be leased to a tenant for the purpose of storing aircraft. Project includes building construction, aircraft apron construction, parking lot construction, landscaping, signage, water and sewer, and electrical work. DATE RECEIVED: 2 1 3_/ 15— FEE PAID: RECEIVED errrit Applicaucn ND._.,____ D. Project Personnel: Name: Address Phone Number: { ) FAX Number: { } E -Mail: ^-- Attorney: Name: Address— Phone Number: ( } FAX Number: ( ) E -Mail: Engineer: Name: Michael Baker International, Inc., Attn: Michael Coppage, P.E. Address 5020 West Linebaugh Ave., Suite 240 Phone Number. ( 813) 889 - 3892 FAX Number E -Mail: mcoppage@mbakerintl.com Surveyor: Name: Brown & Phillips, Inc., Attn: John Phillips III Address 1860 Old Okeechobee Rd., Suite 509, West Palm Beach, FL 33409 Phone Number. (561 ) 615 - 3988 FAX Number: ( } E -Mail: john@brown-phillips.com I. SDE &Rj 1-F N , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: _ I AM THE OWNER ✓ I AM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURATE AND UE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURES , caz 'nI%u F!.-lI?2 DATE SWORN TOA IBED BEFORE ME BY �aSE'P�I' bei Al WHO IS RSONALLY KNOI ME O AS IDENTIFICATION, THIS _ DAY C NOTARY'S SIGNATURE PRINTED NAME OF NOTARY COMMISSION NO./EXPIRATION SEAL: Permit Application No. The following is required for all comprehensive plan amendments, zoning amendments (including rezoning), site plans, conditional use permits, special use permits, variances, exceptions, and appeals. IIVVE, _ THE OWNER(S) 1 ✓ THE LEGAL REPRESENTATIVE OF THE OWNER($) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE Pe Z C17011XISS I nA/ BOARDICOMMISSION 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 UWE MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY/OUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING, THIS WAIVER AND CONSENT IS BEING SIGNED BY ME/US VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED. OR PROMISES MlAYIE, BY ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN. SIGNATURE Clay M A(rL: DATE Sworn to and ed before me by lost—Fid gme(MN who isrsonalI kn as idenG Ica Ion, this 5 - Notary's Notary's Signature Printed Name of Notary Commission No./Expiratic Seal. APPLICATION FEES ARE ESTABLISHED BY RESOLUTION OF CITY COUNCIL. ADDITIONAL FEES FOR THE CITY'S CONSULTING ENGINEER REVIEW (WHEN REQUIRED) WILL BE THE RESPONSIBILITY OF THE APPLICANT. ACKNOWLEDGMENT DATE eermit Application No, ZQPSupplemental Information NOW MPFUCM ISMNP Site Plan Approval X 1. Site size in acres or square feet,. X 2. Area of impervious surface in square feet: X 3. Area of pervious surface In square feet: 4. Attach the X a. TWELVE complete sets of site plan with lot configuration, finished ground floor elevations, contours and designated number of dwelling units, and setbacks to scale indicating compliance with regulations. (Two sets must be sealed.) X b. A scaled drawing of the sides, front and rear of the building or structure, generalized floor plan indicating uses and square footage of each proposed use within each building or structure, building exterior construction material and color, and building ridgeline height. X G. A surface -water drainage facilities plan certified by an engineer or architect registered in the State of Florida (3 SETS) X d. TWELVE copies of land survey with complete legal description prepared and certified by a registered surveyor. X e. A traffic impact analysis, if required (3 SETS) X f. An erosiontsedimentation control plan (3 SETS). X g. A copy of the landscape plan to meet the requirements of Article XIV, Tree Protection and Landscaping, or Article XXI Performance overlay Districts, N/A Owned as stated in the Land Development Code. by City h. A verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property except publicly held corporations whose stock is traded on a nationally recognized stock exchange, In which case the name and address of the corporation and principal executive officers will be sufficient. Permit Applicalion No. X 5. The following information is required on all site plans: X a. Locate on the site plan and describe the character of all outside facilities for waste disposal, storage areas, or display. X b. Locate on the site plan and show the dimensions of all curb cuts and driveways, including the number of spaces with their location and dimension, details of off-street parking and loading areas, all off-street vehicular surfaces available for maneuvering, surface materials, number of employees and number and type of vehicles owned by the establishment. Any combined off-street parking facilities shall be submitted with an agreement specifying the nature of the arrangement, its anticipated duration, and signatures of all concerned property owners. X c. Locate on the site plan all pedestrian walks, and height or orientation of all signs. X d. Locate on the site plan and describe the character of landscaped areas and/or recreation areas. X e. Locate on the site plan and describe the design and character of all public, semi-public, or private utilities such as water and wastewater disposal facilities, underground or overhead electric lines, gas transmission lines, or other similar facilities or services. X f. Locate on the site plan and describe the height and general character of perimeter or ornamental walls, fences, landscaping, including berms and other required screening devices, and any other plans for protecting adjacent property owners. N/A g_ Locate on the site plan existing easements and rights-of-way. LOCATION MAP Ja[aanNlL .uxv ate. AL emY. i1WMlb 0 !0 00 1]0 pbnb AW 111® dN 1 YIaN . • 1 ,- N� Wwl f Call 48 no.. before you dig It's the Law! Phone: 811 Sunshine State One C... u `Od: •Jcuea ..J MICHAEL COPPAGE, FL P.E. NO. 73428 Tz LLOTrE L MUNICIPAL AIRPORT SEBASTIAN, FLORIDA CONSTRUCTION PLANS FOR: CONSTRUCT HANGARS FDOT PROJECT No.: 425750-1-94-01 BAKER PROJECT No.: 139975 NOVEMBER 2015 PLANNING AND ZONING SUBMITTAL PREPARED BY: I N T E R N A T I O N A L MICHAEL BAKER JR., INC. A MICHAEL BAKER INTERNATIONAL COMPANY 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3892 CERTIFICATE OF AUTHORIZATION NUMBER 28861 INDEX OF SHEETS SHEET TITLE DRAWING NO. COVER SHEET CML DRAWINGS PROJECT IAYCUT PIAN G2.1 SITE PUN G2.2 GRADING AND UTUTY P(AN COT AND C3.2 EROSION COMROL PIAN C3.3 EMON CONTROL DETAILS C3.4 UTILITY DETAILS C5.1 T)iRU C5.3 LANDSCAPE PIAN C6.1 LANDSCAPE DEJAU AND NOTES C6.2 ARCHITECTURAL DFVMNGS FLOOR PLAN ALO EXTERIOR ELEVATIONS A2.0 k A2.1 RECEIVED NOV 0 5 2035 City of Sebastian Communit l Devefopm"t Dort, 0 6 15 30 60 BO SCALE: 1" = 30' .19.8 ABBREVIATIONS INV. - INVERT EL a ELEV. - ELEVATION HOPE - HIGH DENSITY POLYETHYLENE PIPE HAD - NORTH AMERICAN DATUM LB - UCENSED BUSINESS A/C -PIR CONDITIONER •148 19.9R0 \ .M •19.7 •20.18 .20.28 .Mb BOLLARD • 19.5 t9A 20.0 945 @0� 19 •2016 •ffi MD •14 .1 •196 2029 •20.2! 90. 2008 \984 0.I •19.7 •2024 •X31 •2027 M10 .: 11. 20.2 •19.6 •ffi1) •�� •2432 -am •20.12 19.A5 20.2 •19.7 •MJb •2019 20.13 •M •20.31•20.10 •190 .20.11 '2138 .M 1491.201 MR MJfi 8 91 79 � •MN •assv/. \'20.11 I .19.7 LEGEND 19.9R0 \ .M •19.7 •20.18 .20.28 .Mb BOLLARD 41, BORING •20.15 .&0MN 149 MD •190 .194 19.14148] ELECTRIC BOX In FIRE HYDRANT b ASPHALT PAVEMENT G9< BUDDMG CONCRETE AREA 0 VALVE M WATER METER go METAL LIGHT O.O WELL •19.0 .19.7•20.31 % $' •10.51 •10.18 •10.13 1 •19.5 •147 19.9R0 \ .M •19.7 •20.18 .20.28 .Mb •20.15 .&0MN 149 MD •190 .194 19.14148] -Ho •ffii9 SONCHMAII •188 •10.10 •M45 BP --'_F G9< 200.5a •145 19.9 9.% •ffi1J •20.47 \9. 95 20.1 •19.8 ffi2 10.0 .".23 ffi •19.0 .19.7•20.31 % $' •10.51 •10.18 •10.13 1 .2DO a 190.9 •19.6 20.0 9.91 -X25 pO. •20.5 •203 .10.0 .ass 99.1 •20.53 .20.57 -M14 2. 9.% .,l659 MO •19.8 .2025 •10.03 •M3a •20.3 •20.8 •zD.0 •19.2 •20.0 •20.58 •30.50 1419 •19.9 100 8.91 .20.46 •19.9 ® •2'20 30.3. •2014 ..10.00 •20.8 •10.39 .20,1 •I9.S 20'0 -a% .20.52 •1021 •p'J 993 .20.50 •19.8 '19.8 M.% .20.24 •2038 10.18 .2010 .10.N •19.3 •am •20.58 •10.55 •10.32 •M] `7P6J .10.4 •20.54 .M.42 '19.69 MI 9.94 .10.27 •20.23 •M22 6Y 0a •198 •M47 •20.0 �M.60 lY .M, .19.52 '0 .20,81 •20.4 WIMARY MANHOLE 20.1 9.% .2031 •2059 •10.45 •2008 •MM 10.19 81 •10.81 MI •ffiAR •206 "%5 20.20 M24 .M�'�09 INV. M B. 18.17 •19.] •MI 202 % TPOE -am •20.64 •MI5 •20.5 0.16 •20.1 •2.0 \90 .20.3) .M,D •20.5] •20. .42 U, 20.15 MAS 20.65 •19.% .19.8 CATCH 8' .MS WD •2065 .2.84 CRA WD GATE aTmG 2X 20.47 Mw •202 •200.1 204 \� 20. -� .61 2066 S. 10 2.3 .:i •20.5 IS'OPE HOPE NV. NE FL 19 2.18 .2,68 •20% M% R0. N 20]0 .19.91 .19.9 Y1,14 HMY. S D. 14T - TE POLE •M.16 .M& 0.39 T7190 Q67 BOTION R 1628 •20.4 J0' 0.9 •M% .10.66 •I9.5 0.63 'Pyy •2.]2 •20.4 .SON .41 M.W •2029 •19.9 •19.9 IOYPAD - •2025 51 ,� 0. ® CATCH 8A9M .198 •10.5 57 2R •20.08 •M.% •20.77 .64 .20,67 0.19 •19.5 19 0 O 058 r01lOFRgHIMlD EIECiNC 1 0 �. •2.'15 •2.4 69 1 .MJ .2.0 1 No .M.I9 .M67 HDPE INV. 1052 -am� 'Eti ARM ME FL M% 47 .Q IV S EL /4'4p 21. 0}Y��B BOTION RUB .as 21%. •190. .M 20.25 • •M5i IS HDPE INV. SW. EL 16.5 BOTIOY EL ISM 203.23.//%1321.2 } •21.93 M4 6 62 % 5 ® ®•20.3 19.0 pN ASF I _ .20.4.42 111111 •202 11i,. - @ •103 flE82 fY� an )4 .1 •20.3 11 <[I. .19.5 .% •ID.fi 20.E •20.3 .N .50 N 21.1 •2.3 Y s 0 7 22.1 htA�7 .21285 II III i •201 *0 �4� o °� 7 21.x: - ,2.5 55 +V -amIP I L I I MO .204 % 191\1 21117 P 52 19.1 0� z L MI •205 D 0.M 0 '201 53 294 53 MEI I�I�IIi�I 9. NIIIII .8 •191 204 .201 53 2,10 00. H d W. 944 IT PE . M. FL 1816 •20.5 10 24 BO HD BOiTOY B. I999 '2.1 .51 19.4 COiOIET PID 'MB '1 •MA 45 57 20.8 20 7 20.55 •20.6 V BROWN & PHILLIPS, INC. PROFESSIONAL SURVEYING SERVICES CERTIFICATE OF AUTHORIZATION # LB 6473 E -Mail: 1860 OLD OKEECHOBEE ROAD, SUITE 509, WEST PALM BEACH, FLORIDA 33409 561-61 14.76 14.)3 SKETCH OF Bn-phillips.com TOPOGRAPHIC SURVEY 615-3991 FAX SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN MUNICIPAL AIRPORT SURVEY REPORT: 1. THIS IS A TOPOGRAPHIC SURVEY, PREPARED IN ACCORDANCE WITH THE APPUCABLE PCRTONS OF THE MINIMUM TECHNICAL STANDARDS IN CHAPTER 50-17.050, FLORIDA ADMINISTRATIVE CODE. THE FIELD WORK WAS COMPLETED ON APRIL 15, 2014, 2. THE SURVEY WAS BASED ON INSTRUCTIONS GM BY THE CLIENT. 3. THIS SURVEY WAS PREPARED WITHOUT ME BENEFIT OF A TRE COMMITMENT. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY BROWN k PHILLIPS INC. THERE MAY BE EASEMENTS AND/Oft RESTRICTONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, 4. SOME TOPOGRAPHIC FEATURES MAY BE EXAGGERATED IN SCALE FOR CLARITY. THE CENTER CE THE SYMBOL OF SUCH FEATURES IS THE CORRECT LOCATION. UNDERCRWNo UTUTIES OR FOUNDATIONS WERE L ATED. 6. BENCHMARKS AS SHOW ME REFERENCED TO NGS BENCHMARKS 'L 227. ELEVATOR 19.79, MID 'SEBAPORT, ELEVATION MOM NORTH AMERICAN VERTICAL DATUM OF 1986. 7, "O�DENOIIS SPOT ELEVATIONS, REFERENCED 1D NORTH AMERICAN VERTICAL DATUM OF 1988. S. THE CONTRACTED PURPOSE OF THIS SURVEY IS FOR HANGAR C OEVELOPMENT THIS SURVEY IS NOT VAUD FOR MY OTHER USE. 9. MDITIONS OR DEIETONS TO SURVEY MMS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTES IS PROHIBITED WTHOUT WRITTEN CONSENT OF THE SGNING PARTY OR PARTES. 10. THIS SURVEY WAS PREPARED FOR THE PARTES USED BELOW AND IS NOT ASSCNABLE: CITY OF SEBASTIAN, FLORIDA THE USE OF THE DATA SHOWN HEREON BY ANY OTHER PARTY SHALL BE AT THE RSI( OF THE USER. i1. THIS MM IS INTENDED TO BE DISPLAYED AT A SCALE OF I'-30'. ON A 2Cx 36• SHEET. 12 0 COPYRIGHT 2014 BY BROWN 6: PHILLIPS. INC. REPRODUCTIONS OF THIS SURVEY ME NOT VALID %THOUT THE ORIGINAL SIGNATURE AND ORIGINAL RAND SEAL OF A FLORIDA LICENSED SURVEYOR MD MAPPER EMPLOYED BY BROWN k PHILLIPS , INC. 13. STATE PLANE COORDINATES A. R9rr COORDINATES SHOWN ME GRID �`¢EI B. DATUM - HAD 83, 1990 ADJUSTMENT R 1\ C. ZONE - FLORIDA EAST D. UNEAR UNIT - US SURVEY FOOT E COORDINATE SYSTEM 1983/1990 STATE PLANE F. TRANSVERSE MERCATOR PROJECTION NOV 0 - G. ALL DISTANCES ARE GROUND City of S(' . Community 00,,( DRAWN: JAO PROJ. No. 14-025 ,REGI CHECKED: JP SCALE: 1"=30' 4 ` E PHIWP6111 56181 SIRIEYGR F.B. MISC #24 DATE: APRIL 2014 6 GF 4e26 DATE PAGES: 31-33 SHEET 1 OF 1 N A LEGEND � i I � �. i d \ - �—� �� � �► CONTRACTOR HAUL ROUTE CONTRACTOR STAGING AREA II gg / err a 0 20 4W m SCALE IN FEET r, I ITa. RUNYA11628 _ •-=3RIINWAY IO -R! N «� e LL / LIMITS OF /� /\\ /NEW HANGAR C. ExrJT;NG �a d/ —TRMI I i / .n'� / CONSTRUCTION A \ \\, AFRnr f FCEI. FARM ( I I +a �Ekl TING R SING %/ A OWL 4' \ - rd ' rd ONTRACTOR'8 STAGINGAREA,r EXISTING S, v S /A ANGAR B .... C �1�') GATE F, i 8' _._.5 . f> F / / �/ 111 V ��•_ , JV ZING— jjpp0 3I MUNICIPAL N IC !, 1 \ lA� COD - A 1 ;'y ix A MUNICIPAL AIRPORT SEBASTIAN FLORIDA INTER MICHAEL BAKER INTERNATIONAL, INC. 5030LL`E61U3NAYEBVUENO iwwkFlAplaam. RIS1059.50m CF0.iRICAiECFPl1IMCPMAIxINN11MBER 18Ml O.xy.: MC mw.a ex MK AF 1599]5 En9in� al Rwn< 4%�J DINCOA'x'O ROp10 � /�/x��g�nniHld��• MICHAEL D. COPPAGE FL P.E. NO 73020 REVISIONS No. oxxalolex aM er Pywx... CONSTRUCTHANGARS oMpNaiv PROJECT LAYOUT PLAN Not M1e}e1 Nc 425)58-tAb01 H AIA. Peel Nv - 6NOVEMBER2015 �• PBZ REVIEW N AS SHOWN G2.1 Pt TUFA 1+00 8 STD. PARKING I HANDICAP PARKING 9 GRASS PARKING TOTAL PARKING =16 I WHEEL I� STOP (TVP) — L �I I� k iJF> -___._ TCIFA TOF4 -- IV`FR iOFR --- i4F4 LOADING ZONE 25 LENGTIJ.. 20 WODTH �`i ADDITIONAL PARKING 14HEIGHTMIV. CLEAR TOTAL PARKING - 4 18" MIN PAYMENT MARKING MESSAGE m RAA f RAMP I DOWN 1 'W� i-1 I GENERAL SITE INFORMATION 1 ZONING: Al (AIRPORT INDUSTRIAL) LAND USE: (INST) PRE -DEVELOPMENT PROJECTAREA BUILDINGAREA 0 S PAVEMENT AND SIDEWALK AREA 13,105SF OPEN SPACE 40." $F TOTAL 53.867 SF POST -DEVELOPMENT PROJECT AREA BUILDING AREA 15,694 SF PAVEMENT AND SIDEWALK AREA 25,492 SF OPEN SPACE 12,681 SF TOTAL 53,867 SF CITY OF SEBASTIAN LAND DEVELOPMENT CODE BUILDING DATA PERMITTED PROPOSED MAX HEIGHT 35' 32'4" FRONTSETBACK 20' 0 REAR SETBACK 10' 38• OFFICE =1,907 SF WAREHOUSE - 1,907 SF+ 11,880 SF =13,787 SF PARKING LOT MINIMUM PAVEMENT SECTION I -ASPHALT e" BASE MATERIAL r COMPACTED SUBBASE PARKING SPACES REQUIRED PARKING FOR OFFICE: L 1 SPACE/ 200 SF REQUIRED PARKING FOR WAREHOUSE: 1 SPACE / IWO SF UP TO 10000 SF IN ADDITION TO THAT REQUIRED FOR 10,000 SF, 1 SPACE 12000 SF FOR SQUARE FOOTAGE ABOVE 10000 SF PARKING REQUIRED = (10000 11000) . (37871200) + (1907 / 200) =22 SPACES PARKING PROVIDED - 1 HANDICAP SPACE +21 STANDARD SPACES FOR 9W PARKING ANGLE: 22 FTAISLE WIDTH 20 FT STALL LENGTH 10 FT STALL WIDTH TRAFFIC 3.02 TRIPS PER EMPLOYEE BASED ON ITE TRIP GENERATION, STH EDITION, SECTION 110. THE PROPOSED FACILITY WILL ULTIMATELY ACCOMMODATEIO EMPLOYEES, RESULTING IN APPROXIMATELY 31 TOTAL DAILY TRIPS TAXILANE OWECT FREE AREA ADD GROUP 1 79' ADG GRCUP II 115' ® f AW6AR R RELOCATED EXISTING SIGN 'p,RI EV4:Ii /r .� AIRCRAFT HANGAR MUNICIPAL AIRPORT SEBASTIAN, FLORIDA FF=21.00 MICHAEL BAKER INTERNATIONAL, INC. f W TLLYEeV%ix AVE. BURSHD RENCH ORAIN (SEE RCHITECTURAL. sa -IrvPI 1 I I w ex RAWINGS) I annpm PROPOSED AF 139975 STRUCTURE(SEE ,wL �NClA i g 0:; ,�OT`I Na O -$•v a ARCHITECTURALDRAWINGS)NV. kLFF44 MICHAEL D. COPPAGE FL P.E. NO 73428 1. SEE GRADING AND UTILITY PLAN FOR CONTOUR AND UNDERGROUND UTILITIES. _ 11� AIRPORT PARCEL, WHICH IS OWNED BY DIP PARCEL: 30MM W 001000000000.1 EXISTING T ADDRESS: 202 AIRPORT DRIVE EAST SEBASTIAN, FL 32958 3, AS THE PROJECT IS CONTAINED WITHIN THE AIRPORT PARCEL, THE CITY HAS RIGHT -OF -WAV OVER THE AREAS II ENCLOSURE UREWWITH 2 REVISIONS 7. { I 1 r , LOADING ZONE 25 LENGTIJ.. 20 WODTH �`i ADDITIONAL PARKING 14HEIGHTMIV. CLEAR TOTAL PARKING - 4 18" MIN PAYMENT MARKING MESSAGE m RAA f RAMP I DOWN 1 'W� i-1 I GENERAL SITE INFORMATION 1 ZONING: Al (AIRPORT INDUSTRIAL) LAND USE: (INST) PRE -DEVELOPMENT PROJECTAREA BUILDINGAREA 0 S PAVEMENT AND SIDEWALK AREA 13,105SF OPEN SPACE 40." $F TOTAL 53.867 SF POST -DEVELOPMENT PROJECT AREA BUILDING AREA 15,694 SF PAVEMENT AND SIDEWALK AREA 25,492 SF OPEN SPACE 12,681 SF TOTAL 53,867 SF CITY OF SEBASTIAN LAND DEVELOPMENT CODE BUILDING DATA PERMITTED PROPOSED MAX HEIGHT 35' 32'4" FRONTSETBACK 20' 0 REAR SETBACK 10' 38• OFFICE =1,907 SF WAREHOUSE - 1,907 SF+ 11,880 SF =13,787 SF PARKING LOT MINIMUM PAVEMENT SECTION I -ASPHALT e" BASE MATERIAL r COMPACTED SUBBASE PARKING SPACES REQUIRED PARKING FOR OFFICE: L 1 SPACE/ 200 SF REQUIRED PARKING FOR WAREHOUSE: 1 SPACE / IWO SF UP TO 10000 SF IN ADDITION TO THAT REQUIRED FOR 10,000 SF, 1 SPACE 12000 SF FOR SQUARE FOOTAGE ABOVE 10000 SF PARKING REQUIRED = (10000 11000) . (37871200) + (1907 / 200) =22 SPACES PARKING PROVIDED - 1 HANDICAP SPACE +21 STANDARD SPACES FOR 9W PARKING ANGLE: 22 FTAISLE WIDTH 20 FT STALL LENGTH 10 FT STALL WIDTH TRAFFIC 3.02 TRIPS PER EMPLOYEE BASED ON ITE TRIP GENERATION, STH EDITION, SECTION 110. THE PROPOSED FACILITY WILL ULTIMATELY ACCOMMODATEIO EMPLOYEES, RESULTING IN APPROXIMATELY 31 TOTAL DAILY TRIPS TAXILANE OWECT FREE AREA ADD GROUP 1 79' ADG GRCUP II 115' ® f AW6AR R RELOCATED EXISTING SIGN 'p,RI EV4:Ii /r .� ENL9RN0 FIRE HYDRANT _ MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. f W TLLYEeV%ix AVE. BURSHD .PA.RIIA.l (11>. CEA 11Fl aPL1NgVlATMNUMBERZC81 w.yT w ex MC MK annpm Pm{ Nv AF 139975 4pFl=.1 R.v ,wL �NClA i g 0:; ,�OT`I Na O -$•v a MICHAEL D. COPPAGE FL P.E. NO 73428 1. SEE GRADING AND UTILITY PLAN FOR CONTOUR AND UNDERGROUND UTILITIES. _ 11� AIRPORT PARCEL, WHICH IS OWNED BY THE CITY OF SEBASTIAN. PARCEL: 30MM W 001000000000.1 EXISTING T ADDRESS: 202 AIRPORT DRIVE EAST SEBASTIAN, FL 32958 3, AS THE PROJECT IS CONTAINED WITHIN THE AIRPORT PARCEL, THE CITY HAS RIGHT -OF -WAV OVER THE AREAS II ENCLOSURE UREWWITH 2 REVISIONS ND. oeeulpum oaw 9v DUMPSTERS TO BE BE -1h.1 ;. 1 UTILIZED BY NEW CONSTRUCT HANGARS SITE PLAN fODi floM x.: F.0 AWP. %e}el xe: HANGARTENANTS - NOVEMBER2015 4ey= mvwnp xwem i 32.2 / / IN FEET 4 5 MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. f W TLLYEeV%ix AVE. BURSHD .PA.RIIA.l (11>. CEA 11Fl aPL1NgVlATMNUMBERZC81 w.yT w ex MC MK annpm Pm{ Nv AF 139975 4pFl=.1 R.v ,wL �NClA i g 0:; ,�OT`I Na O -$•v a MICHAEL D. COPPAGE FL P.E. NO 73428 1. SEE GRADING AND UTILITY PLAN FOR CONTOUR AND UNDERGROUND UTILITIES. 2. THE PROJECT IS ENTIRELY WITHIN THE AIRPORT PARCEL, WHICH IS OWNED BY THE CITY OF SEBASTIAN. PARCEL: 30MM W 001000000000.1 ONMER: CITY OF SEBASTIAN ADDRESS: 202 AIRPORT DRIVE EAST SEBASTIAN, FL 32958 3, AS THE PROJECT IS CONTAINED WITHIN THE AIRPORT PARCEL, THE CITY HAS RIGHT -OF -WAV OVER THE AREAS IMPACTED BY THE PROJECT. REVISIONS ND. oeeulpum oaw 9v CONSTRUCT HANGARS SITE PLAN fODi floM x.: F.0 AWP. %e}el xe: 425750.1-9401 - NOVEMBER2015 �= PBZ REVIEW 4ey= mvwnp xwem AS SHOWN 32.2 2 3 4 LEGEND BORING ------ E. ELECTRIC BOX FIRE HYDRANT _ ASPIWLTPAVEMENT C t.,.vll�wE CENTERLIfIE 3d BUILDING _.. CONCRETE AREA WATER METE R _ PPSB BENCHMARK METAL LIGHT .w7ta - MAG NAIL AND DISK�p SIGN s N 1265078.810 LL CONTFACTORTOGRADE E 820037.247 SWALETOORAIN I ELEV. = 20.49 TREE D°h ni u ova T. `G f TO BE REMOVED PAVEMENT TO BE REMOVED -trcW _ , ...: 3-00 �iB50 _ _ TO BE REMOVED EXIST. CONTOUR q 4-iaAiE EL 2!o I`,--A9�., PROP.CONTOUR NS1 N35 f 1 TYPE C INLET TYPE C INLET r �� r IMI. SIII t4 �I-c- 95 '2U.S0 SPOT ELEVATION r' FOOT INDEX NO. 232 FOOT INDEX NO. 232 � � w 4'3'-T6 41 STA 1+81.82 STA OFF U8.372 w t`a'r - �.,283g Ip INLET PROTECTION OFF GRATE .L -i GRATE .3T RT I /J .} ,�. r V pi R� _ ' I v4 jI/ r ��£X20 M. #7 -SF- SILT FENCE GRATE EL=19.60 GRATE EL•19.50 �: L7 HIII, !!NF, E( �p.:b NE INV=15.55 NE INV.=13.00 "� �pMj - �d cL. 7671 771 TYPECINLET TYPECINLETFOOT INDEX NO. 232 FOOT INDEX NO. 232FF 21.00STA 1.20.20STA 3+42.01 ®OFF 132]8' RT OFF t]B.BB' RTINV. 18 75.._GNATEEL=20.25 GRATE EL=20.50 --r�5n I - INV. 1075 N1 -_ CONNECT TO HANGAR NEINV-1895 NE INV •17.25 IOOWN3POUTS(TYP)NE INV.=18.05 NWINV.=18.10 t/ - M" 8- A UNDERGROUND UTILITY CONTRACTOR INiy§� _ ID1 PUC _S.N-.-.-- THE STATE OF FLORIDA AND INDIAN RIVER - COUNTY. 2. THE CONTRACTOR IS RESPONSIBLE FOR I- MAINTAIN INGHORIZONTALANDVERTICAL i111- Jf -a-V3.98 r- e/95� "-y- 3' - _ ,N FH SET FORTH BY ALL STATE AND INDIAN\\ �` t t ,-\l. -({ 1 Muff- 7'Ra''S'dIEOWI��''fr Jjy�y_ Zs _fl.Frr � =r_ ..F CLEARANCEBETWEENUTILITYUNESAS C 'l N3d / f ¢`'02 GeE RIVER COUNTY REQUIREMENTS. 7 N c __�°fNIT1Y �4LnNH0�_____. - J �VT\ - _____-------------� . �_______ ____.._._ - _ PIM 2J 65 �,;_�t -- 1 L'IE� CA t lbiwN --fa J Tess_ _ 111 SW INV.=15.85 SW INV.=1320 7C .� �- �� _ 119r< I - / 'S 13011, A( L, -15 IN - INV .L 16 50 50 I I Y �/ / a • B PE T' ; 7' CONCRETE 945 f ILL Wlh' F,cC U!'TYI /� BENCHMARK REVISIONS Kb ur.Wlm Daw ty TYPE2AIRFIELD INLET TYPEINLET T I _ `\ f i ICK MAG NAIL AND DISK SEE CONSTRUCTION DETAILS FOOT INDEX N0232 g ne,«. Xe.: rvoT 425750-1-90.01 iM A.i Frapal Xa.: NOVEMBER 2015 rr PBZREVIEW N 1264813.902 ba.ep wmer. C3.1 STA N34.85 OFF 6.08 RT STA 2.5093 OFF 178.18 RT -' 7 - •3 B"HOPE - "22 _. .., `'\ E 8220040.109 J GRATE EL.=20.30 GRATE EL.=20.35 i 1 I- ... i' -. I �: i-- ' 1 .}' ELEV. - 20.72 �NAIV!:AR SW INV.=18.55 BE INV. =18.00 1 __ r I ;p. � '. '0 rr O. N54 .-LATnf RL IP: 9A Nsi I HOPE INV W "'- 16.47 L. NYLOPLAST DRAIN BASIN 1 'GPT M1h SN. c' 1652 OR APPROVED EQUAL 1 1 I dUITOM EL 15.89 PROVIDE COME GRATE. r• - I v I lice STA 1 59.11 - '' " : OFF 123.5Z FIT ORATE EL=20.33 1� _ FM1dT,C - 1 / :'3 ; _66NCRVIE PAC wrTH A/C UNIT NE INV =18.00 sw X. 187116 I 1 1 I ,( ,- FNISL __ VAVA'^� - - _ m-_-`% J 1 .t 4" PV,' SLEEVE .1. AI'I_ MINX.=18.00 NW �_ _ _ 9 P.Ima ;955 -- .. .. - NV. EL, 15 30 NOTES: .. D ��- i .--..- 1. THE CONTRACTOR OR SUBCONTRACTORNSS^,ST UNDERGROUND WATERAND SEWER RESPONSIBLE FOR CONSTRUCTING PUBLIC UTIUFES MUST BE A LICENSED \!' _�.__ 14x4 M r UNDERGROUND UTILITY CONTRACTOR INiy§� _ ID1 PUC _S.N-.-.-- THE STATE OF FLORIDA AND INDIAN RIVER - COUNTY. 2. THE CONTRACTOR IS RESPONSIBLE FOR I- MAINTAIN INGHORIZONTALANDVERTICAL i111- Jf -a-V3.98 r- e/95� "-y- 3' - _ ,N FH SET FORTH BY ALL STATE AND INDIAN\\ �` t t ,-\l. -({ 1 Muff- 7'Ra''S'dIEOWI��''fr Jjy�y_ Zs _fl.Frr � =r_ ..F CLEARANCEBETWEENUTILITYUNESAS C 'l N3d / f ¢`'02 GeE RIVER COUNTY REQUIREMENTS. 7 N c __�°fNIT1Y �4LnNH0�_____. - J �VT\ - _____-------------� . �_______ ____.._._ - _ PIM 2J 65 �,;_�t -- 1 L'IE� CA t lbiwN --fa J Tess_ _ 111 ° z n gD a•T, MUNICIPAL AIRPORT ffAW TAN. FLORIDA 1ON, " / j hY-^6HKITILFJTjO':gJyp--� _ �\ n - A BULT ' AN LATERAL � /J1E1 F7202C 19 A' - SAN. u1TE`L1_ / 9A: 0 P'T[TF ` E L 18.90 1 JV_ N C 5A8 POITU,V EI 5.99 - / 'S 13011, A( L, -15 IN - INV .L 16 50 50 r NRmtl JO? J9lxco Y/" i ORI �i7ig8lON�101�0 0 20 Ba _ REVISIONS Kb ur.Wlm Daw ty EL 1 INV. 6L. IZ20 T IN FEET � n CONSTRUCT HANGARS GRADING AND UTILITY PLAN ne,«. Xe.: rvoT 425750-1-90.01 iM A.i Frapal Xa.: NOVEMBER 2015 rr PBZREVIEW ° z n gD a•T, MUNICIPAL AIRPORT ffAW TAN. FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. uvoxcmuxBsaVDxgvB sunsxw i0.VPq FLp1gP?W!a (BI7JBCNWt cexnxun: os ♦uxxwwuiwx mruBSR xm1 Bnpav, MC aw.e ev MK nam: AF Bahr nal Xv' 138975 r NRmtl JO? J9lxco Y/" i ORI �i7ig8lON�101�0 MICHAEL D. COPPAGE FL P.E. NO 73428 REVISIONS Kb ur.Wlm Daw ty n CONSTRUCT HANGARS GRADING AND UTILITY PLAN ne,«. Xe.: rvoT 425750-1-90.01 iM A.i Frapal Xa.: NOVEMBER 2015 rr PBZREVIEW ASSHOWN ba.ep wmer. C3.1 D tM9a MUNICIPAL AIRPORT VZAffnAN.EU0RM.A INTER MICHAEL BAKER INTERNATIONAL, INC. AIDWE3TYNE8x113HxVE5VNE3N iM1Vh FILNGI@1 @1J)N0.VB3 LFRIIPIGTE OFMIIMCNUIIpI XIIMPFR]H911 o.wH.. MC a°n°e to MK lannuo. AF Es. AXJ N>' 1389]5 \J�Pe111gl"', �gggi�• �OAIUIV^..� MICHAEL D. COPPAGE FL P.E NO 78428 Iter REFER TO SHEET "A FOR LEGEND REVISIONS N°. o..cIIIxIHI oma Iw �'-- CONNECT TO SANITARY I 1 1 P 1 FROM BUILDING. SEE '1 1 GRADING AND UTILITY PLAN azsT50-1-84-01 - NOVEMBER2016 ` > AS SHOWN 1 CONNECT TO BUILDING PLUMBING DRAWINGS II - 1 ^ WATER SUPPLY SYSTEM. - I 5 •' SEE PLUMBING DRAWNGS I ELBOW, 45 • �,•►• •• 1 1 - SANITARY ••• 1 CLEANOUT OILAYATER SEPARATOR C r i INV, =1116 0R I i APPROVED EQ APPROVED EQUAL) - 1 1 1 4"x6'x6'WYE -.. 14: UP0"PVC INV.=1].fi] i SANTARY CONNECT SANITARY i If `.l 9 WATER SERVICE'. CLEAT NOUT WI SANITARY FROM BUILOMG SEE t. 1- 30 LF 2"PJC TO B"x11 INV,�i].6I CiEANOUT PLUMBING DRAVJINGSf ., METER, I5 LF .'ELBOW. 45. 1.1/2"PVCTO ';.. INV.=1]89 " BUILDIVG / SANITARY � - CLEANOUT �1�I 89 LF 6'PVC F� 1 9 \V/ 11 LF 8'PVC �/ -- - -- -- — —I -- -� ; s 1-1/2" RP ° SANITARY �'� : / 1 ' �:. CLEANOUT Y WATER METER 1 �' IW. - 17.16 _._____.� - J SNOUT 0 ° (METER BOX BY F6'PVC °I^' 6"x6"x8"WYE 'jN'(T �' 1].44 1 J �� 8'xYREDUCER .. --MBIER CHYVfIL{M 1 6"x6'x6'WYE yLgp ; V/ �TTT{VVV / I / EXIST / -.; `. •: EXIST. FIFE NYDP.INT EXIST. VALVE EMSl. YALVE IIt ' // ; ��� •TUB / l��% - - _.. - ��.. — IL `v� j �� 10" PVC SAN_ � y'' - - --- -- - --- T -- - - -- -- -- t -- -- _ ` sakfrARr ---_ --1 --- Ei. .83 INV. SE 16. 3 I w w w'�- a, w w_�_"_ 0 tL 20 a0 EIN FEET D tM9a MUNICIPAL AIRPORT VZAffnAN.EU0RM.A INTER MICHAEL BAKER INTERNATIONAL, INC. AIDWE3TYNE8x113HxVE5VNE3N iM1Vh FILNGI@1 @1J)N0.VB3 LFRIIPIGTE OFMIIMCNUIIpI XIIMPFR]H911 o.wH.. MC a°n°e to MK lannuo. AF Es. AXJ N>' 1389]5 \J�Pe111gl"', �gggi�• �OAIUIV^..� MICHAEL D. COPPAGE FL P.E NO 78428 Iter REFER TO SHEET "A FOR LEGEND REVISIONS N°. o..cIIIxIHI oma Iw s,4.ex.l. CONSTRUCT HANGARS GRADING AND UTILITY PLAN azsT50-1-84-01 - NOVEMBER2016 n. Pm REVIEW > AS SHOWN u<w,e rEns:. C3.2 ��Wym MUNICIPAL AIRPORT 9EMS]DAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. UaMRITUNEB[ WHAE. MTEM TMIP&Ralmd1Bin mmFPA\dt Mc MK AF 139975 0 CO. r., ROBIO MICHAEL D. COPPAGE FL P.E. NO ]3428 REVISIONS N. D. By LEGEND Prapuxw CONSTRUCT HANGARS EROSION CONTROL PLAN FmTmyt. 1111. I.. NOVEMBER2015 wx PBZ REVIEW AS SHOWN C3.3 BOLLARD - — - - - - BORING /_ - - _/ — '!` Zoo ELECTRIC BOX II __ !9" 4 FIRE HYDRANT __ 6" T4x'Z,ATIE f,-ElqTE'?,!hJE ABPHALT PAVEMENT fA BUILDING CONCRETE AREA .658 ___ _ -__� VALVE / - Im WATERNIETER BENCHMARK METALUGHT NAIL G"5K 8 126507247 SIGN 82 J7247 E 00 FLEV 20 49 WELL ,A r ' I TREE T01 _CN HIA TOFA 101A lora WIT, x TO BE REMOVED PAVEMENT TO BE REMO)AED ()'Co 11w IF- 2-W 3+00 TO BE REMOVED IF --fCATCH RA51� EXIST CONTOUR ------ to PRORCONTOUR am, �5 -20.63 �L--t AT SPOT ELEVATION - ------ I, 13-70�4 PEI INLETPROTON CATCH SILT FENCEECTI FIE21.W lb 411V: I FAO ------- - WITH AIC 14,11T fi L 7 -B BENCHMARK < MAG NAIL AND DISK N 126451J.902 t Z - E 8220040,109 ELEV. = 20.72 lwpiL J CATCH BASIN, 1�174TF FL 2C44 15' HOPE Pw PIT EL 11 47 NOTE 15" HOPE NL SAEL ia. 51 / IF I BOTTOM EL. ?589 THE CONTRACTOR SHALL ROLITEALLTRAFFICO TO '�A—LXIST, F114F HYDRANT AND OFF THE SITE USING THE ROCK CONSTRUCTION F,, ST. PVC ST�� j��F- VE - AH. - - - - - - - 'J�� " J , o t — �ONCRETE PA O WHIT Alc um - 11 ENTRANCE. ADDITIONIAL ENTRANCES I \ I 1� MY BE CONSTRUCTED AT THE CONTRACTORS EVENSE. EXIST. A -"4 PV,- SIEEVE AS-SUL? CAFCiI RA ?,M EL 1955 SIN' 10 INV EL 16 1 ROCK CONSTRUCTION ENTRANCE FIELD LOCATE CONSISTENT WITH CONTRACTOR OPERATIONS -FORCEV"I" FN -- - --- ---------- --- H� 44 -T 49 iA H O TAY TW -ORL,' �JAN,-- 1W TN "iIo :I J-A % k'-4 LL' 20 E-5 'n� IF F( 15 i7 _,-A ----- ----------- ------------- -A A RA5,N- -,'9,5A --- ---- ii L;ll T 10 F-,T'4.Af FL. 'S" SAN LA QRAL TEL 9898 'T W. E- 1/20 L`T4` ;898 SCALE IN FEET AS BJILTQl 15 HOPE N, N El r 46 Al-a"L? CAICH BASIN- tL -AS-gUILT CAt, LATERAL 15 11W 1� 16'�O INV. E- 17 10 ��Wym MUNICIPAL AIRPORT 9EMS]DAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. UaMRITUNEB[ WHAE. MTEM TMIP&Ralmd1Bin mmFPA\dt Mc MK AF 139975 0 CO. r., ROBIO MICHAEL D. COPPAGE FL P.E. NO ]3428 REVISIONS N. D. By Prapuxw CONSTRUCT HANGARS EROSION CONTROL PLAN FmTmyt. 1111. I.. NOVEMBER2015 wx PBZ REVIEW AS SHOWN C3.3 INSTALL TEMPORARY CULVERT IF SWALE IS PRESENT DROP I..__, ... NOTE COARSE AGGREGATE SHALL CONFORM TO FOOT SPECIFICATION 901 FOR NO. 1 STONE, 4157 STONE OR CRUSHED CONCRETE MEETING REQUIREMENTS OF NO. 1 STONE MAY BE SUBSTITUTED IF APPROVED BY THE ENGINEER. 2' x Tx 4' HARDWOOD POST, OR APPROVED EQUAL ��p �.p flllllp/f T GEOTEXTILE FABRIC CONFORMING TO FDOT SPECIFICATION 985 BURY FABRIC IN EUSTINGGRADE PLAN SECTION TRENCH, 8- DEPTH CONSTRUCTION ENTRANCE DETAIL riu GATHER EXCESS ATCORNERS INLET PROTECTION DETAIL F TAKE SILT FENCE DETAIL NTS NAwnw AIUMCIPAL AIRPORT SEBFSTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. sm4 vtiTar uneawax x� ave xw TeNVA fIAIWw Amu le,alea»eax MCn11E4T&ISINEa5N9MBEfl M&aC4U �pigr MC Psl�E C% MK Tempo[ AF 6Yu M1ei Xv 139975 3 *: ;m. qac 't On fit 1% MICHAEL D. COPPAGE FL P.E. NO 73428 REVISIONS xe. Dex« oaN er CONSTRUCT HANGARS EROSION CONTROL DETAILS roo, a.eYn xe:FM 4zs7sa1-W-01 Ai a. heM ad - 06NOVWBER2015 PBZ REVIEW AS SHOWN C3,4 MEi[AS SMLL BE LOCATED MMEDIATELY -{ INSEE THE NGHT-OF-WAY UNILEI S OIHERMSYS MRI BY INCWS APPROVER PRE-PWM9D] OWNS eN It SH'iLLNINA M PWINNN CT`IEFEIE It T19EINXBEE MIN NO-IICIE VD EE NOR 11. SEE M-] URE- PLUYSED uETFA BOA- E3(OOR r gxEHED ERAOE g 1'-0 AY E'S 1 I L' Ir -I s I ITR Nally) WATER MAN OASMO SIFEVE MAT M WC QUAL OHM B W[OU9 TRACE LIEU (SCE NOTE 8) DDMIME MAY, ELEVATION SCAMO: SPDOLE NOTES I. 9.YL£554E TAPS WTO INE WATER MAN DLIII BE A WOMAN W IT d ORNMY, 2 M. %RICES REWRC W WNWA1 COIEO. 3. MEAN SLAVE 9]E MNU. MY BE MSS THAN 1•P, WAL SgICS SMAL IN A MIAMUM 1 -WA TNY,x $BM�f`F9 SHALL BE A MNYW 21I NY] pMgNYE SRMLFS WAIL BE APNIOITC BY MO114 A A>fYMWIM MIN&4"CR PM .�CARL'PRE BE- WAIMEA A CASTING SALKy.il r LORD SgNCO 160UIPE a ALL MERG Yr IN sWMlB SNALL B[ N$Mj[p BY MEWS MSER m APNRPrtD yMyTACNMR5 MCWCI LIST FM YflR6 YE/,lq INTI rA 8. RN rs 8KA M P11MW0.40 Br IME MI3pPER ANO CpWW UT9 IRB MIALL BE tlBIA,AE0 dM NL LOfMq WBB SIN$ SAY%MD PCNA ALIO WA1tA SERINE CgMCtroNI AT iNE MME M ACIIVANW W. METER MANS OR AT SOTN IME AS OMECIBD BY RCS.6 1. CIA* III STALL BE INE SONE SRE AS 1M MEIgO .1 ME METELLLM a MACE NIFS TO SE WSM1N Ns PER 41 W-1; OIL LDDA2 AMNER MLLB ARE 10 M NAC EB M ALL MflYR NYAI MIMV 20' . YAMAM 10. µL MSGF]LRy MO ONE SAO. SERNCF9 SI BC III METERS, 11. PRFN1AWfO WITH, MYAA TO M P@ MCWB ANPRO EI MMNMCNRERP Alit W. IMAVMO INDIAN RIVER COUNTY iO. 3e AN-MeNT oP101 WATER SERVICE M14TIES SRRVICIS W-4 FLOW FLOW WATER MAIN REDUCED PRESSIRE PLAN VIEW BACKFLOW PREMIER WIN GATE VALVES WATER MAIN. UNION FINISHED m GRADE FLOW FLCYY/ ELEVATION NOTES 1. ALL S MCS WIH NRF SPSWEFR AWIECIISI sM(GLS Wq.WG16 9Np[f IWLLY RE97ENnIl MO CWMgpK PRE NECWNEO NI N13TALL WJSE ENE1Jf BAWLCR' AaYENIFA WM REWLLO PWESSUIIE za16 1GIURE As CEIERbMD fF UDIM 2 PLL MSIF;IORY� NIAB-FAWY STERES ARE REQUIRED Nt WI PPE BAGBtOW PREYEYICNS APPROAM MALS HAWN RILL U4 'L AIO ANCglE1M11W19 NAY BE BI WAFTER ER SPECM A Al. BY IA W4 N 3ON TSY5101tAPPROVED TYPE 1M1KRA LCPPq OF UP., u MMWO BY MOWS 1 BSOW "WIG w3MJ.X OM IN A vMiT WY. WE MA90D gT NI APPRWN.I, MEMO 0110, 00,11170MM VM0.T I AY LEAST P -Y ABOME IM WON WATER I1 WL. R. FINE G 2-1/r WI "EATER Bit BE FLA E Y gltt2E Met PAL T. All MATERIALS ARE W RE FOR RLWS N'NtOTfO MMNFACIWgb' PRODMI UST. a ALL FASGiAR SHI ME NY STNNEffi el Fft DNA AP COMM EOIJI 4 All RPE RAM NDN PREVF111ERS SMALL BE Cg11TWD BY A""Rom TESTER AVO APPIINNATE CfATMDFCd Ewmm IT, MWus IN'DMN RIVER COUNT IO"m MNO DRPARTMENT oP BACKFLOW PREVENTER UTILITIES SERVICES W-11 PROPERTY LINE EOP ROM CAD" PROPERTY LINE— 1-1/2.0 P.E 2• 5P 3 E LOLL ` NEIER 80 2'- SERMCE LATERAL (l0 N07 SMOMN) 'NPM roE RRIIWmN I �SERMCE LATERAL AWG OBER UFMNX (TIP). LOCKIN BRASS COMPRESSION Met. MRS STOP WNE BRANCH T6BE.LATEOMINENEID mI PLAN VIEW pMLn>ets )YST m PLUG 1MIM MI {DEV ISH TME BRASS LOCKMO WE STOP IN t1NE OUA4 RWA. MYTH INTEGRAL METER COUPLING CNECK SY IRONS WO STREET UN 535 NMWW:. }& III APPRGYW Pew PROPERTY LINE �b DBEEECII N Ill1'I ---_---- 1. BBOA]AATAAY MINOR UR S GNI BE A AWAY, W B' N OM EISA I. VACETO. KTBCTION TAPE III BC B5}AM£D MEN M MANCE LAIEW TE -IN YKK ro M MMKER 0ALL S64D AIN11Ct%Fb t MIM" INEAKE 5•ME FL P.E. 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AE ]. @SD MYCCB"" Bf WCOIA IS R[dAAW BLTdE IIM1IB[N E ALSfP20. M RAME ry. PBZ REVIEW INDIAN SOVRA COMITY TEMPORARY D xa ° 111WJUMPER UTISII'ASAVIiCAS DETAIL W-13 TOP VIEW m ' SECTION VIEW RWMR WOMET 3H• NIPPLE 3 4• NM al W4' VALVE CMm S 3/4' NIPPLE "V;,;7jZ TE RINSER CMUIIET DETAIL 'A' L AWE-tL,KWR MIR BEES FEE IRCWS MAmVEB NAYUPMC t' PR➢MGT LIFT. INDIAN Him CGuNTT TYPICAL PRE—PLUMBED MLM RTI UOTtl'ATISS B RVICPB9 METER BOX W-7 2N4 MARNER'PNNIED GRFFR (E€E 1 s 4. s-23 EOP ROM CAD" y� ELEVARO)1 Oi ROAD 5P 3 E LOLL ` WNM�1/O DER iT T fl , OPE 'NPM roE RRIIWmN iAPFB ¶R: or.E�Wh DN) r¢D As EGAs9 To ELEVATION AWG OBER UFMNX (TIP). DWS(. MCE aNGLE Met. STANDARD -W BRANCHC% T6BE.LATEOMINENEID "=& )YST m PLUG 1MIM MI {DEV ISH TME AF RWA. fOF SEWER YMN TO BE Ii r WO STREET UN 535 NMWW:. }& III APPRGYW Pew BY TNI ]E 6'rt' DYAWE W1F ROWINIcumNIA. BY N®BS a(; S4 e•.r wNLEWrc IEsownv. PLAN VIEW m — TI.'YFRFSLBW NOTE ---_---- 1. BBOA]AATAAY MINOR UR S GNI BE A AWAY, W B' N OM EISA I. VACETO. KTBCTION TAPE III BC B5}AM£D MEN M MANCE LAIEW ; .LLL MA EEI ME TO BE PER IRCWB APPROVED MNNKACAWlI1S PMCWT W. A MIAMI NNU-S (0 ME TAPE ro no AM le ROM VMHEO GRADE. 4 PLISB010 EdUMCNAE RILL M REw"I FW MSR PIPE I'M BdO MR ERIK CRINECMd AND PCI Will" SEWER 4EMUR TO MAIN GRAVE PRIOR 1D L'wx6ellox. (ME R-3 MTAU FL P.E. NO 73428 REVISIONS GRN° INDIAN RIVER COUNTY STANDARD LATERAL DEPARTWENT OF UTILITIES u1mcla (SHALLOW SEWER). S-1 MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 59AWEST LIW AUGHAYE. SUITE. iFl F'ID0.1W J>4N IB101 BN0 IPI]A)Igl NUMBEREA TINY GgiIFICPIE CF AUIp MC MK "uc^ 1138975 AF w el flxwY ,11"SU D.C�,, 90 Ne ]3f m. i11110o�\`�: 1111#11111110 MICHAEL D. COPPAGE FL P.E. NO 73428 REVISIONS N., G Yi,tet Dam By CONSTRUCT HANGARS UTILITY DETAILS Foo i ASMI Nu: A..P. Pre/eM xv 4257501-94-01 06NOVEMBER 2015 ry. PBZ REVIEW M SHOWN CSA PLUL®ND FANTRA W RRtlDt�MimWr F:NISRW GRADE, ASTALUMAUUNO 4 cLow INSTAUEo (B- CLEAN 641• P'R (TV) DETAIL NOTES I. NL mm IATEAALa (SOME. mOU% Car OR SNA " SNNL INK A RI SI: O@1 I 5 M RCWRW FOR $MAKE @M+EL'Tg11P AND TAM A e SMER OUPOINT AT "OS¢R tlUpe S AND MR C mo IF S MM EEM TO F F@ MSER PRI NM OSNJRE OR S4AL%E WMXFf.Tux Mp FOR LIItINq 1' SCYIFR MFANWi 10 FaHSX GRMB PRIOR TO CONNBMgx. I W&MA I+LL9 10 E TME0 10 6•.1• Be BEIbTI lmaNLn WOE M IAL W1TItlnLi WEE TI E PFR ROTMa AgINYEO YWILi.V.ILMEPB' IW WL'T NHr. INDIAN AVBR "Oum SEWER LATERAL RISER paw DEPARTMENT, OF vrlNnlB SMILES (DEEP OR SHALLOW SEWER) S-3 C i LOL�NyOy 4S 3�< RESTRpiNE➢ I.ENOTIf W FEET EACHRESTRAINED LENGTH OR FEET FOR RE➢UCER rue D. I. P. P. V. C S AOMI�in 9> NB• all 1 W 90• 13• Sq t K' Y1Ive MapCU P' a• a• e• Ap• ie• LEP ao• ea w• ny N BY W 9 k+' 19 Ip ! 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MAX LAYERS EITHER APPROVED MAINTADI iRFPYN � NETNU i0 ACHIEVE WIDTHABOVE � 9RA COMPACTION i[p GF PIPE. ..(SEE NATE p ,... _ 3/6• DIA RE➢NNG RUCK J. OR PEA ROCK WHERE L=• PIME UNDISTURBED CONDITIONS; REQUIRE ® Spll FLEVATIDN NOTES L vRaVIM REVISED nmREVISED mCXmT It FANTASIED As Ra.x nms, mw+pE MISSIVES L SNEETMG VN. E PEBUWE9 S4 ECTEgWCp M iN FlELe S. @If•ACLIW PE0.4GTMEP YWM ACf@ TO MSNp i -TK I NEMw•er6 EMACII01 mr AMAAsn stgv THIS LEva MR Txw xYm voWrdY IPxs P innPAl nmx v . vD+c Da a@ e'ro•. 6 e• YDtC pflTl'11@ TME WITH M[TKLIE BMEIW TO E IXflN1CD pK11 HAW {• [p,P/ YMV.KC. iM[ 1M E MMYep.'CWrIMY VAIfP LIKE 46pV'. C.WfipN f@CE XNX EIW. @ •GNI@ FIN[ VAi[R WM BL1:W'. 1MCl VIE SHNL ILSO E MEC9 CONIW WI.Y @ NY RPC (fEE tlETNL M-I±i ]. AL EYRRnII@ 1X fNTIl.NIS OR PINiTP IF YAe @NEN RmL9Ep. M QRR NRIS➢ICi1MYL W2NEIES [HIL. [Nip11 TO +BLAS IIEgFIGtAM @ M pTX[P aAYSNcrmXA WEEP sxaR'IGTmXa, vK[E'm x XEE ErRd¢ur. W AL PP[ TO E LIXAId Y pG 11YPICW PP@ [WE BY MVEMM. PLA TSO( INF%+(} mlArc RIVER ctiufr[Y TRENCH DETAIL I-rl DSPARTMSNT OF TFm)nEE BBRvlcas (UNPAVED EASEMENTS) M—I FINISHED GI+IDE ae3TRucnpx SJLN)TOwvm--TE 3 —AV PRESAIRE MAN DEFLECTION BLEME POWTAOLLCR54'NCPIPE ELEVATION NOTES *L NEW OR RELOCATED, wOERGRWND WATER MNN9 CROSSING ANY EXISTING OR PROPOSED. GRAVITY, VACUUM TYPE SANTARY SEWp+, STORM SEINER OR PRESUME TYPE SANTARY SEVER. WASTEWATER. STUMWATEfR FORCE MHN, OR PIPELNE CONVEIYING RECWMED WATER STALL BE LAV SO DIE OUTSIDE OF THE WATER NAINEEILL3 AT LEAST 51% INCHES AND PREFERABLY 12 INCHES ABOVE OR R7 !EAST WArFR� W ABOVE THE OTHER q FURNENBAE IT IS PREFERABLTHE THE BE E TO LAT THE I AT UTILITY CROSSINGS ONE FUM, LENGTH OF WATER MAIN PIPE EHAII BE CENTERED E (PABOVE BELOW OTHER WJCWTS AT PSSI9LERW THEHER PPEUN LIOR+AVLYAT .3V(J CRGSSMCS THE PIPES SHALL BE ARRANGED 50 THAT AUL WATER MAIN JOINTS ARE AT LAST THREE FEET FROM ALL JONi3 IN VACUUM TYPE SANITARY EENERS, STORM 9E'AERS STOPNWATER FORCE NNH9 OR PIP0.1NE5 CwKMNO PECLANAEp WATER ANO T LEAST 51% FEET FROM TS ALL AUNIN CNIANTYQR PHESSURETYPE SANITARY SEAWAYS; WASTEWATER FORCE MINS OR PIPFIPFS CONVEYING PEttAJNm WATER x CONSTRUCT STANDARD 010551NG NOT 10 EXCEED TSR OF THE MPNUFAOTURFRS' VA= JONT pEFLECDdT, ♦ DOTER A+ElTgt15 OF RESONANT MAY RE USB) AS APPROtEO BY 1HCOUS ENGINEERING. .SEE TRACER MPE OCTAL M-13 }DLL,WW((��RR SHALL BE LOCATED A YINMUM HORIZONTALGEPA0.ADONTOR f>E OF YNE PIPE PLUS THE DIAMETER OF THE PIPE FRW ANY PERMANENT ABOVE CRWNO STRUCTURES (LE. WALLS DOES. TRANSFORMER PADS, ETC.) PND A MINIMUM HORIZONTAL, SEPARATION EQUAL N FWft (d) FEET FROM ANY UNOEHGRWNp U11HlIE3'(I.E OAS YNNS tELEPHWE lAE$ CABLE UNES, IRPIOADW MNN3. FFG) INDIAN RIVER COUNT! �NGN 06PARTRRNT OP UTILITY CROSSING 4 UTILI'11EB SERVICES F4tlRp lP/gB LMAR LL•dS9 &W. d ALL 1414 E@ta PROEtl PJMNFIIE ^� ILGIE TKE-1/ b- Dxuoln !fD SIRARDm COPPER TRAM NRE AT WL EERLIQ F ENATION -S RVI F DETAIL f lMl CO 6 AL PTdgP PLAN VIEW >„ nv4A TMN naPam YM w p[ N -N mrFv'a ma IRAQ .. E — XWE NIDI... WAP MIkN dF BDaw GW @6 OT IDA xl°Y1(' ALWP oETA11 ELPVAnON-V1I��ROY NOTES • LANd TK NEQMe @ELL FICP 4 IN44e AL. LYlit A WI@IW. E EAWI M PXE CI IPL x AfIlMC11Y1 aOPMIWl M EgIMAPM1 IIM.Voll W1CC M616 Nt MM iE I,, AL PMNgA@a W4L. E YA6'YM gN/GT RUM CAaECIgN P 4L LAIARWf 4£ IP E RA IROM MPRO,ID RW WAOMQ6MWRr Iq1. pNYNia INDIAN RIVER COUNTY ➢ePARrNRnr DR TRACER WIRE ttff UTILITIES SERVICES DETAILS T ucK WE"" 3H3gEqLOVLY TRICKISH WIDTH V' • 41 NIR ZSY PRV_ SURFACE PESTwAT01N IV gIARSS IRSE� ///!/ ;//rI/ REPLACEMENT GETELTIw TAPE (SEE NOTE IN 3 LIFTS AT y 99% 5• +1X10 LAYERS TO r ACHIEVE 98% [OPACIIpN � � <SEC NOTE A) INXINRI WATER LEVEL ■■y■VMASL ALLUVAILE %Hlw� + "� LAYERS cwsrRucnw A. �• � AT 9BX 3/4• DIA MOORS RO0( 12' PIPE iBf A OR PEA BOCK WHERE ® UNDISTURBED Spit CONDITIONS REQUIRE iRENw VIAM FLEVATIDN W - NOTES L VNICZ EE cCI srlmnxRCARnr TR wmARN9 AS amvN OYVE. aSMAV Mrawm NEW¢. 91[21410 VILL SE ASSURED AS MITARA I9 IN IRE flFla } NEW SMAMIS IY... E�M� ENE 1N . VIM EMxfpG OTTA1 .1 ORAML MVC LOSER " PONTIREII AE} fl A mL 1. NATMIA TYPO TO E SIMYrm I mR.ert@ BCRCErrzAaa . ROOM TD.A UNTO T -US, D WmAY RaOA.4,, COMPLY NM ARIVIR C T STM 4 IQWJE'W. +UPACTYM Ntl Nl➢YSD YTW THIO LEVEL pE1CR RM+ IWN V®J.HRP NYE 1. WENN VTpM v . PPC all KMS C -a. E Y V6E EIMTLLV TIME WK, METALL 6 I SHAT, TO E INSTW. Em DOER MHN V EILV SEAL TWE TO BE N•MSR-•C MI WATER LINE NLOV', CW HIM, F@EE .IN SELW'. OR'GUTIMY R VATER MAIN FLOW. TRAE VIE EMU E UEP USRMNWLY W ALL PIPE. Ull BETAA HIM Y. %A CM@MTIN IN MA4[a@ E MEMO OF WAY. Ta W PIPE To E LO la ORRIN IF Y OE.: MOICIL Fkal m M'W"W"T NL RESTORATION M@Rlp [NWA E m fET DDax WL INDIAN RIVER COUNTY TRENCH DETAIL oGNp DEPARTMENT OF UTILITIES SIMAICBS (PAVED AREAS 6 SHOULDERS) M-2 m`13 tN1S� MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTEIRNATIONAL MICHAEL BAKER INTERNATIONAL, INC. smnNERr unPaAucxnK.eUREBw NAPq FLORwA>Trz1 N1n MPImz CEArfIGTE CFPL1NO11WTI0X MIMBER38%1 a,4p� cream ey MC MN AF 1 3997 OA; -#I =9 i t /iz-a /.fur MICHAEL D. COPPAGE FL P.E. NO 73428 REVISIONS No. oevAplal MN 6Y rN.tlwm. CONSTRUCT HANGARS UTILITY DETAILS Rm P•.RI xa: Nap! 6]5]50-1-96-01 - NOVEMBER 2015 w. PBZ REVIEW aeMv 6wx9 HxMn AS SHOWN C5 ,2 SPECT ICAT S eN3M. 40. Pbin EndlNSHub) 2. 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AS' -BUILT RECORD rWING nzsSERIC DRAWINGS -Y3 NO I]]OITISS EEP.YICSS TOPI�IEW SECTION •A -A' NUMBER: OS -100 (PART NUMBER: 5046001 -XX 100 GPM POLYEMYLENE OII/9AND SEPARATOR Schler Prodeas 9501WbaMM ha, Etlwadsv01;e8M111 TN: baSOs,,,9 pea. bhsY .9Ba seaImRPWcle.OP. Mtle In he a.9A OUTLET END VIEW SCHIER PRODUCTS Rbneenn, MIn Une why GENERAL INFORMATION REQUIREMENTS 1. EMadg eMuatwri wnlV adM ammmmw�MnOla MnYq WnaW6a+ L Smash, M4aNm.mYmiy avmy 100" "Ream PNa aeewee, W. Md maOb damage N dinal J. show. aeatm,a". M9fada wwyta' be, Rwly fala has emnbalty, eM w Ms Awls line mal brta mein Somh"bal EWmbaa that mated my egnlAum Mwge h ,RM Mtmen the psaHwmy aMiW loalae Biedl bMownm gmm 4 BmMg pV9ak baY, ad of ammr bWScm ander, Mm am mm.,e dmMebm less plot han pMBed. I W nfbuc5en RMad h eb,g M R N bb, 0 V n Mm M[Y Is, d 1 W neis,a. 5 Fyellq maewry a�am Wamnanlmed9aNMrmd. I. Eli""r a Wcated h FIW (Ibbs, Real 14fW"f ebetio mbb W. 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NMnnbl Jbetlbn6 bm»aMA hwam Pa1R W V We eases, dmwblpaM hrAMeRla weYi, b1.iM mmncV.P b bpmNa Na innn al baQmb m Mpam, eMawMna xN hx I D. nurnMrfW N pig W Mu aC1Naa b Ma olabn INDIAN RIVER COO= AS BUILT RECORD BRNatI" D"JURTFUMIENDNF IC DRAWINGS M-16 lFl]Id1TBB SERVICES MUNICIPAL AIRPORT SEBASTIAN, FLORIDA U, WA IMM INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. SLQtI VheT.11f V3X PVE BWIEIVJ Tu 1P .R.. RI]IaMs03 CERTIFICATE OF MTHOSIS 104 NUMBER 1F01 ami MC mere, ex MK ramnldw. AF BW PA1 xw: 389 5 G9M1sv d Rwtl NNY`N'JOD NI Cf An Ape m W g � '•.•fy'aOR •.''v if MICHAEL D. COPPAGE MICHAEL FL P . NO 73428 REVISIONS No. wissiption Rb By Pena Sew CONSTRUCT HANGARS UTILITY DETAILS NOT R." Nw: 425]561A401 rM M.P. PM*t an: - .le NOVEMBER2015 ._.,. PAZ REVIEW w. AS SHOWN DePse, N, C5.3 THE CITY OF SEBASTIAN VALL PERFORM LANDSCAPING NARK THIS SHEET IS PROVIDED TO THE CONTRACTOR FOR INFORMATIONAL PURPOSES AND TO PROVIDE THE CONTRACTOR WITH THE VEGETATION REQUIRED FOR THE IRRIGATION SYSTEM. THE CONTRACTOR IS REQUIRED TO DESIGN AND CONSTRUCT AN IRRIGATION SYSTEM IN ACCORDANCE WITH THE CRITERIA SET FORTH ON THE IRRIGATION PLAN SHEETS, THIS WORK SHALL INCLUDE HIRING OF ALL DESIGN PROFESSIONALS. DESIGN, COST OF AND APPLICATION FOR ALL NECESSARY PERMITS, CONSTRUCTION OF THE SYSTEM AND ALL TESTING AND PERMIT CLOSEOUT REQUIREMENTS TO PROVIDE TURNKEY IRRIGATION SYSTEM. THE CONTRACTOR SHALL COORDINATE WITH THE CITY AS APPROPRIATE IN ORDER TO SCHEDULE INSTALLATION OF THE IRRIGATION SYSTEM AND LANDSCAPING VEGETATION. EXISTING OAK TREE RELOCATION (4) mrA BENCHMARK MAG NAIL AND DISK N 1265038.810 E 820037.247 ELEV. = 20.49 Q; .pFR — i()fP m. -. - t� (:f. >;• EXY. li l AS BOS' C.q,CH P915115 _. k)� •,4Y,A +Si ;y. : , :,:•Y I / lu EL. 19.95 •, —' rr — UE -uE � NV J I b.30 —r Rl1A EL19,54 1.54 •\rf EXISTING OAK TREE RELOCATION (4) mrA BENCHMARK MAG NAIL AND DISK N 1265038.810 E 820037.247 ELEV. = 20.49 Q; .pFR — i()fP MAG NAIL AND DISK N 1264813.902 E 8220040.109 ELEV. – 20.72 LEGEND BAHIA Q GROUNDCOVER ASPHALTPAVEMENT BUILDING CONCRETEAREA d�1 RED MAPLE TREE A LNEOAKTREE i� (INCLUDES NEWAND RELOCATED EXISTING) SABA. PALM TREE SWEETVIBURNUM 24' MIN. AT PLANTING PLANNED AT 24' O.C. :/Lr —:—'. a B a m. -. - t� (:f. >;• EXY. li l AS BOS' C.q,CH P915115 _. k)� •,4Y,A +Si ;y. : , :,:•Y .'':}: / lu EL. 19.95 •, —' rr — UE -uE � NV J I b.30 —r Rl1A EL19,54 1.54 •\rf Rgpxmc CONSTRUCT HANGARS AS-6'J4T LLE 7+CAL tCCu NqT vnpN Ne: 42675 14 1 x �'W i w. PAZ REVIEW � E_ __ 'x 7 (1 ^1 NE ' APPROXIMATE IRRIGATION–AS --i� -- � -- ------ �-� WELL LOCATION 7 .._ 9� 11 X I BU0.T SnA',gTERAL INV EL 10 96 3 / I x � I I , - DWARFMUHLYG NEW HANGAR BUILDING 1 h AND PLUMBAGO IN 422• '1 5 w •• ... ......... .......... v..-.... ................... .; 1 _ 4� MAG NAIL AND DISK N 1264813.902 E 8220040.109 ELEV. – 20.72 LEGEND BAHIA Q GROUNDCOVER ASPHALTPAVEMENT BUILDING CONCRETEAREA d�1 RED MAPLE TREE A LNEOAKTREE i� (INCLUDES NEWAND RELOCATED EXISTING) SABA. PALM TREE SWEETVIBURNUM 24' MIN. AT PLANTING PLANNED AT 24' O.C. :/Lr —:—'. a B a m. -. - ':: `i:`ie:•.; -•',:;i ::: ; :;): iv '`Rl: (:f. >;• EXY. li l AS BOS' C.q,CH P915115 _. k)� •,4Y,A - r l v " ;y. : , :,:•Y .'':}: / lu EL. 19.95 •, —' rr — UE -uE � NV J I b.30 —r Rl1A EL19,54 1.54 •\rf Rgpxmc CONSTRUCT HANGARS AS-6'J4T LLE 7+CAL tCCu NqT vnpN Ne: 42675 14 1 . �'W i w. PAZ REVIEW � E_ __ 'x E I NE ' APPROXIMATE IRRIGATION–AS --i� -- � -- ------ �-� WELL LOCATION 7 .._ 9� 11 X I BU0.T SnA',gTERAL INV EL 10 96 3 / I x � I I , - DWARFMUHLYG AND PLUMBAGO IN m to SG E IN FEET INYORMAL GROUPINGS AROUND TREES ..5-.;LIaT Pp' EL. r SAN. LT=UL 1 T29 EXSTING SWALE _ Lc. A, PUILT CATCH dA�M— � INV, EL 16.50 g� D[�'i�tJllll/n\It\''I MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. W Vi KEBT JN maHPVE.... TMIPAFL0NTA19M mm. MCHREGT MWNEW NUWER N3Xta. W _____ a,we NN MK I Bns ReL Nu., 139975 GYM al Pmae 4�`BpNlwe�.�A•I�% =aVf IS:J .ET, ORIOIy •`` /111111111\\ REVISIONS Na R P&I` WN BY —' rr — UE -uE � A d1L � Ut t —r Rl1A EL19,54 1.54 k Rgpxmc CONSTRUCT HANGARS AS-6'J4T LLE 7+CAL tCCu NqT vnpN Ne: 42675 14 1 . �'W i w. PAZ REVIEW � E_ __ 'x r SAN. LT=UL 1 T29 EXSTING SWALE _ Lc. A, PUILT CATCH dA�M— � INV, EL 16.50 g� D[�'i�tJllll/n\It\''I MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. W Vi KEBT JN maHPVE.... TMIPAFL0NTA19M mm. MCHREGT MWNEW NUWER N3Xta. W o,NM.N MC a,we NN MK TaMlme AF Bns ReL Nu., 139975 GYM al Pmae 4�`BpNlwe�.�A•I�% =aVf IS:J .ET, ORIOIy •`` /111111111\\ REVISIONS Na R P&I` WN BY Rgpxmc CONSTRUCT HANGARS prwq xa , LANDSCAPE PLAN NqT vnpN Ne: 42675 14 1 u.,. I,,j Hoa - NOVEMBER2015 w. PAZ REVIEW F[ON AS SHOWN GnH9 Nwn[�: C6.1 PLANT SCHEDULE QTY. COMMON NAME SIZE NOTES 3" MULCH MIN.(TYP) TREES gL D. 0, ,% ;��,.• :moo �qi = i�•.l '�-So�iS i ALOR�OR%� 3-2'X4" STAKE (TYP) PAINT 4 EXISTING OAK SOIL BERM TO HOLD WATER, V WP. TO BE RELOCATED TO NEW LOCATION AS SHOWN 2 LIVE OAK (Irl HT, 2" DBH, CROWN AT PLANTING) FIN ISH GRAVE, SEE GRADING PUN B RED MAPLE 8' MIN. HT, STANDARD TRUNK B SABAL PALM 12'-14' CLEAR STRAIGHT TRUN 27. UPON COMPLETION OF ALL LINOSCAPING, AN INSPECTION FOR SUBSTANTIAL COMPLETION OF - SHRUBS/GROUNDCOVER THE WORK SHALL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE • �, 110 SWEETNRBUNUM 24" MIN. AT PLANTING 3WCO. 10 PLUMBAGO 24"MIN. AT PLANTING 30"o.c. 10 DWARF MUHLYGRASS OR DWARF FIRECRACKER 24"MIN.ATPLANTING 3ry•O,q PREPARE SOIL SOD AND GRASSES BAHIA90D PLAN VIEW OF STAKING H" ENSONFA AREAS AS SHOWN ON PLANS GENERAL NOTES THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT SITE PRIOR TO BIDDING THE WORK THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATION OF PROPOSED OBSTRUCTIONS PRIOR TO INITIATING WORK CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGE TO EXISTING ELEMENTS ABOVE OR BELOWGROUND TO ITS ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT, AT ANY STAGE OF THE OPERATIONS. TO REJECT ANY AND ALL WORK AND MATERIAL WHICH, IN HIS OPINION, 00 NOT MEET WTH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ONSITE BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO START OF CONSTRUCTION ANDORFABRICATION. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. REPORTANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWNGS AND FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TOALLAPPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES. THE CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROL MEASURES DURING CONSTRUCTION. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE IMPACTS IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE. DURING THE COURSE OF THIS WORK EXCESS WASTE MATERIAL SHALL BE REMOVED DAILY FROM THE SITE THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF WORK WITH OTHER MADESAND THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFYALL NECESSARY UTILITY COMPANIES 48 HRS MINIMUM PRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES. ALL EXISTING SITE ROADS, PARKING LOTS, CURBS, UTILITIES, SEWERS, AND OTHER ELEMENTS TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED. fG MINI PINE BARK NUGGETS, 1°MAXIMUM SIZE 25. CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXISTING PUNT am.e ey. MK 3" MULCH MIN.(TYP) W MIN. DEPTH (TYP ) gL D. 0, ,% ;��,.• :moo �qi = i�•.l '�-So�iS i ALOR�OR%� 3-2'X4" STAKE (TYP) PAINT WORK REVISIONS No. �rcNPtlm Wre Sy SOIL BERM TO HOLD WATER, V WP. 28. MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL CONTINUE SOIL BERM B"(TYP.) +I 4 FIN ISH GRAVE, SEE GRADING PUN 120° m U NECESSARY FOR THE PROPER GROWTH OF THE PUNT MATERIAL. Y IIS I�. m 27. UPON COMPLETION OF ALL LINOSCAPING, AN INSPECTION FOR SUBSTANTIAL COMPLETION OF - PBZREVIEW THE WORK SHALL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE • �, PREPARED PUNTING SOIL AS - I- MIN. DEPTH OF PLANTING SOIL FOR OROUNDCOVER BED 120' 120° F3 Q 20 CAL EEGATOA/ 28. CONTRACTOR OF SURVIVABILITY OF ALL PLANT MATERIAL WAiEA PV3A10XR _ a PREPARE SOIL PUNTING AS SPEC'D. WHEN GROUND 8 SHRUBS ARE USED PLAN VIEW OF STAKING H" ENSONFA RCN -RIP WT NOTE: 1. CONTRACTOR SHALL IN MASS, ENTIRE BED TO BE SR TOP OF ROOT BALL AS SURE PERCOLATION EXCAVATED TO RECEIVE PLTG, SOIL 8 PUNT MATERIAL, AS SPEC'D. COME? 2" MOW MM MM(i OF ALL PUNTING PITS Y uRSN uN (M) PRIOR TO INSTALUTION BON Y (Dy) ARRDIHEM MOLAR WYPACiFD 9JBtRMf SHRUB AND GROUNDCOVER PLANTING DETAIL NOTE' MS i7TA-RBoR m TAKING 6 I-II PPEPAND PUNTING SOL MOV SYSTEMS NO OR APPROVEOEWAL SYSTEMOR M S Owffl 1 ONTRACTOR SHALL A99UREPERWLATION OFALL PUNTING PRS PRIORTOINSIDLUTON 2 X ROOIBAU. TREE PLANTING DETAIL ALL SHRUSSIGROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O.C.) SPACING. MIN. SETBACK FOR SHRUBS 12" MIN. SETBACK FOR GROUNDCOVERS CURB/ EDGE OF PAVEMENT I BED UNE NOTE: 1. THE PERIMETER OF ALL CURVED PUNHNG BEDS SHALL BE PUNTED WITH A ROW OF SHRUBS AS SHOWN IN THE PLANS AND AT THE SPACING SHOWN IN THE PLANT LIST. INTERIOR PORTIONS OF EACH BED SHALL BE PUNTEDATAPPROPRIATE SPACING ACCORDING TO THIS PUNT SPACING DETAIL. PLANT SPACING DETAIL MS 1. CABBAGE PALMS ONLY SHALL BE HURRICANE CUT TO REMOVE ALL FRONDS. CUT THE LEADER OR CENTRAL BUD BACK, LEAVING ONLY SECTIONS OF THE FRONDS CLOSE TO THE PALM NUT. 2. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PUNTING PITS PRIOR TO INSTALLATION. 3. FINAL TREE STAKING TO BE APPROVED BY OWNER PRIOR TO INSTALUTION. 4. SOIL BERMS ARE TO BE CONSTRUCTED AT RIGHT ANGLES TO THE TREE OR SHRUB OR IN THE POSITION WHICH WILL MOST EFFECTIVELY SERVE THE PURPOSE OF RETAINING WATER AT THE BASE OF THEPUNT. PREASSEMBLED PALM SAVER COLLAR BY STAKING SYSTEM (OR APPROVED EQUAL) 3 EACH Y X 4" PAINT BROWN 20 GAL. TREEGATOR/ WATER RESERVOIR LANDSCAPE NOTES 1. THE CONTRACTOR SHALL REVIEW PIANS TO BECOME THOROUGHLY FAMILIAR NTH SURFACE AND SUBSURFACE UTILITIES. 2. THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. 3. ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED NTH THIS WORK. 4. PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THESPECIFIED PUNIr MATERIALS. SUBMIT DATED PHOTOGRAPHS OF TREE MATERIALAND SPECIMEN PLANT MATERIAL TO THE OWNER'S REPRESENTATIVE FOR REVIEW 5. ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. CONTAINER SIZE SHALL BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED. 6. IF PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS AS SPECIFIED HEREIN, THE OWNERS REPRESENTATIVE RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE CONTRACTOR TO REPLACE REJECTED WORKAND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE. T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREES AND SHRUBS, AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT MATERIALS. STAKING OF TREES OR SHRUBS SHALL BE DONE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. 8. THE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PUNTERS. IF INADEQUATE VERTICAL DRAINAGE IS ENCOUNTERED, THE CONTRACTOR SHALL SUBMIT RECOMMENDATIONS FOR PROVIDING ADEQUATE DRAINAGE TO THE OWNER'S REPRESENTATIVE. 9. PEG SPECIFIED SOD ON SLOPES GREATER THAN 3:1. 10. THE CONTRACTOR SHALL ENGAGE A QUALIFIED TREE SURGEON WHO HAS SUCCESSFULLY COMPLETED TREE PROTECTION AND TREE TRIMMING NTH FIVE YEARS OR MORE EXPERIENCE, TO PERFORM THE FOLLOWING WORK 11. REMOVE BRANCHES FROM TREES THAT ME TO REMAIN, IF REQUIRED, AS DIRECTED BY OWNER'S REPRESENTATIVE. 12. PERFORM INITIAL PRUNING OF BRANCHES AND STIMULATION OF ROOT GROWTH WHERE REMOVEDTOACCOMMODATE NEWCONSMUCIION. 13. PERFORM TREE REPAIR WORK FOR DAMAGE INCURRED BY NEW CONSTRUCTION. 14, CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION SYSTEM FOR RELOCATED TREES. 15. CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AS SHOWN ON DRAWINGS OR BY MEANS APPROVED BY THE OWNERS REPRESENTATIVE. 16. THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING OF SOILS, AMENDMENTS, ETC. ASSOCIATEDWITHTHEWORK. SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS. 17. CONTRACTOR :HALL CONTACTME PROJECT LANDSCAPE ARCHITECT PRIOR TO PLANT MATERIAL INSTALLATION SO THAT HE MAY FIELD -ADJUST LOCATION OF PLANT MATERIAL PRIOR TO INITIATING INSTALLATION FOR THE REVIEWAND APPROVAL OF THE OWNERS REPRESENTATIVE. 18. ALL PUNT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE WITH FLORIDA NO.I GRADE, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PUNTS° PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 19. ALL PUNTING BEDS SHALL BE TOP -DRESSED WITH A 7 LAYER OF MINI PINE BARK MULCH AS SPECIFIED. ALL MEE$ SHALL HAVE A T THICK, 24- RADIUS (FROM THE TRUNK) MULCH RING PUCED AROUND THE BASE OF THE TRUNK 20. SHRUBAND GROUND COVER BED QUANTITIES ARE INDICATED ON THE PUNT LIST. PLANT ACCENT SHRUBS AND TREES AS SHOWN ON THE LANDSCAPE PLANTING PLANS WHEN INDIVIDUAL PUNTS ARE DEUNEATED. 21. PALM HEIGHTS, AS INDICATED ON THE PLANS, REFER TO CLEAR TRUNK (C.TJ, GRAY WOOD (G.W), OR OVERALL HEIGHT (OA.) AS SPECIFIED ON THE PUNT LIST. CONTRACTOR SHALL COORDINATE ALL PLANTING WORK WRH IRRIGATION WORK. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HAND WATERING AS REQUIRED TO SUPPLEMENT IRRIGATION WATERING AND RAINFALL. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING IN ALL PUNTING AREAS, REGARDLESS OF THE STATUS OF EXISTING OR PROPOSED IRRIGATION. 24. CONTRACTOR SHALL REGRADE ALL AREAS DISTURBED BY PUNT REMOVAL, RELOCATION, AND/OR INSTALLATION WORK. 29. THE CONTRACTOR SHALL REPLACE ANY DISTURBED SOD AREAS AND $OD ALL DISTURBED AREAS PALM PLANTING DETAIL WITH A TYPE TO MATCH THE EXISTING AREAS GISTURBEO. NTs 30. IRRIGATION SYSTEM TO MEET ALL CITY OF SEBASTIAN, INDIAN RIVER COUNTY AND STATE OF FLORIDA REQUIREMENTS AND STANDARDS FOR FLORIDA FRIENDLY STANDARDS. 31. MINIMUM 50% OF ALL PUNTED MATERIAL TO BE NATIVE. \N/lll Ja. D MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. :F® TUNWOOHF SUMM TPMPA.. 0INS9esaz ARCHTELT WBPE&SNIIIIBERMiB@i01 25. CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXISTING PUNT am.e ey. MK 3" MULCH MIN.(TYP) MATERIAL DISTURBED OR DAMAGED BY PUNT REMOVAL, RELOCATION. AND/OR INSTALLATION gL D. 0, ,% ;��,.• :moo �qi = i�•.l '�-So�iS i ALOR�OR%� 3-2'X4" STAKE (TYP) PAINT WORK REVISIONS No. �rcNPtlm Wre Sy BROWN 28. MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL CONTINUE SOIL BERM B"(TYP.) UNTIL THE DATE OF SUBSTANTIAL COMPLETION. MAINTENANCE INCLUDES WATERING, PRUNING, WEEDING, MULCHING, REPLACEMENTS OF SICK OR DEAD PUNTS, AND ANY OTHER CARE NECESSARY FOR THE PROPER GROWTH OF THE PUNT MATERIAL. Y IIS I�. fLOi 4257 Na.: 4zsT50-1-9401 27. UPON COMPLETION OF ALL LINOSCAPING, AN INSPECTION FOR SUBSTANTIAL COMPLETION OF - PBZREVIEW THE WORK SHALL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE • �, PREPARED PUNTING SOIL AS FOR SCHEDULING THE INSPECTION AT LEAST SEVEN(]) DAYS PRIOR TO THE ANTICIPATED , SPECIFIED INSPECTION DATE. TREE PIT . 4" k 28. CONTRACTOR OF SURVIVABILITY OF ALL PLANT MATERIAL NTIAL C FOR A PERIOD OF ONE YEAR FROM DATE Of SUBSTANTIAL COMPLETION. OFSHALL ONE YEAR FROM E OF SUBSTANTIAL 29. THE CONTRACTOR SHALL REPLACE ANY DISTURBED SOD AREAS AND $OD ALL DISTURBED AREAS PALM PLANTING DETAIL WITH A TYPE TO MATCH THE EXISTING AREAS GISTURBEO. NTs 30. IRRIGATION SYSTEM TO MEET ALL CITY OF SEBASTIAN, INDIAN RIVER COUNTY AND STATE OF FLORIDA REQUIREMENTS AND STANDARDS FOR FLORIDA FRIENDLY STANDARDS. 31. MINIMUM 50% OF ALL PUNTED MATERIAL TO BE NATIVE. \N/lll Ja. D MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. :F® TUNWOOHF SUMM TPMPA.. 0INS9esaz ARCHTELT WBPE&SNIIIIBERMiB@i01 oaN„:. MC am.e ey. MK AF P" U - 1399]5 gL D. 0, ,% ;��,.• :moo �qi = i�•.l '�-So�iS i ALOR�OR%� a'�IIREFER TO SHEET C4.1 FOR LEGEND REVISIONS No. �rcNPtlm Wre Sy CONSTRUCT HANGARS LANDSCAPE DETAILS AND NOTES fLOi 4257 Na.: 4zsT50-1-9401 AI.P. Feet Xe.: - pNOVEMBER 2015 PBZREVIEW som. AS SHOWN wane wmx C6.2 D MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL NANER INTERNATIONAL, INC. TOM wFBi I RF8N1611 AVE AIIrE &0 KSA Rmmn9]@a (w]1999asex ARaYlER9V511£99NLKHFRA/OBxRdBf pr MUM 2 3 ... va1139975 4 MIGUEL L. MARTINEZ,AIA AR 94191 5 REVISIONS r1w oeTulptim pale By Pq,ixenN CONSTRUCTHANGARS Q Q B NOVEMBER 2D15 .ae P82 REVIEW eve 1100 • 1Y1' a A1.0 ".0 I I RP f ee ae wPpxKaeac cP rwczmw+ ® ---------- f------------_-__--------_-__ --_-_-_---_ ------------------- 9---------------------------_--_–_ ___________________ t 's,_____________ _-_-_–__--------'-- ____ ___ ... --' _ .. ._ _______ ____ ___ -_-_ __ -____ ___ _- 6 e. _ p p a FINISHED 489aaHvmNxWw 119 f. 4 OFFICE ]ffIAT'KxwRrBpN) a M _____ x F fxRwrm 4 F k FINISH F + LJ LJ „�� e CORRIDO av® x 4 2 4 _ ,m rant vNxl®aaACt PA\HBIrNVKY4II]VJ 9! n 'y STORAGE I 113 L–____J ae L_____J .1 a x0. q3q p]w. .9]TJ xvtawF x�—ame �, U OFFICE C o! . k U flp � i b p 0.aaao K waVxoaxG A FUTURE A L___ --J AIRCRAFT L --___J WOMEN A410 HANGAR_--- _____ -- ,�. ---- L_ J L_– J a ;'!�'�' — 85LK UEITRRI W y I rwM.r owxla.P,a ___ ._ i. paxEp]wxsMWT HIM 3 - ,asr mx. 1 9]rwuweramnce,l m9f mss. rnx oruxwRaLsnAwreM 8 � 4 Fit w r I $ I A-1.4 C 5 Nu b L ----- J L__ ---J ____________ UTURE MEN A C'OPR I� Y ------ r ----- l Ta S ORAGE _ L ----- J LJ L ----- J ne VESTIBUIE t ea IrP �- M ' I wxoxxlelmaxR N vwl® ,w 1 - to I I reTa9Kvm. w9vlmwnrc4 vmsalrRMm]99wa KR 6YeH9 d m �aaanlxloR 1 rasara rr000 1�cEiKMw ) m svB,uxa Bam ____ __ ECIIP.]aN9J xoNwawTa3rawrwsvaxr eozr n a LECTRJ mx9 ROOM O MCOMPRE�RjELEC ee BN.v9a. 1 B M]9aNp9 wIE mcnox ®°^'� 31'i@ 3nKca rrexsx�w]awm AAZI 'PP II4 A3.0 �oxrK,uu we 'r T Y I 11` NORTH 4)r ®�1 FLOOR PLAN E, hA pMWW69 p A -1.p SCALE: 1/5'=1'-0' N9EWNMSBpWrFE Q SQUARE FOOTAGES AIRCRAFT HANGAR 11,880 S.F. LEAN-TO (NORTH) 1,907 S.F. LEAN-TO (SOUTH) 1,907 S.F. TOTAL GROSS 15,694 S.F. 1 2 3 4 5 D MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL NANER INTERNATIONAL, INC. TOM wFBi I RF8N1611 AVE AIIrE &0 KSA Rmmn9]@a (w]1999asex ARaYlER9V511£99NLKHFRA/OBxRdBf pr MUM of ey Wm J]. ... va1139975 xMLM '�F'•�. N1�9 5<a 0 ARCHITECT OF RECORD MIGUEL L. MARTINEZ,AIA AR 94191 REVISIONS r1w oeTulptim pale By Pq,ixenN CONSTRUCTHANGARS FLOOR PLAN moI nal.n No: bzs7sal-8401 fM uP. vwpa ra: - NOVEMBER 2D15 .ae P82 REVIEW eve 1100 • 1Y1' a A1.0 4 z� NORTH ELEVATION A-2.0 SCALE. V8'=1W I PpEFIN MEiX INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. il0t ME9T t+t1@NIWIF4E 8VIlEiN iawA %Lamna� N+aleewsex NN,IECiBWM3QIM�Y.,. MLM WAN J+. imam,. MLM ,e+139975 EpMa al Psve s OF . Fl..... df 4 {1 m ARCHRECTOFRECORD MIGUEL L MARTINEZ, AIA AN 81191 x�. REVISIONS Ne. Uwvl9tlm Oek BY h T.O.IiIWE URBEEHOIPW BV 12 11'— CONSTRUCT HANGARS Mxiq rvmx EXTERIOR ELEVATIONS az575o-1-awl - — —WMR >y. 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