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Hangar A Manufacturing Bldg
1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 BUILDING PERMIT SUBMITTAL AUTHORIZATION FORM PROJECT NAME: Itff Al &-49 ko t PROJECT ADDRESS: a 1 U A p-Pq-Tr bore( E ST DESCRIPTION: 4�c-{ �Ce ���- /1'! ii'VctF Tu r2t out dL4�' DEVELOPER/CONTRACTOR: With regards to Land Development applications processed through the Growth Management Department your proposed project has attained an approval status that hereby grants an authorization to submit for land clearing and/or building permits through the Building Department under the following conditions: A. Proposed project has been approved by the Planning and Zoning Commission and/or staff. Landclearing and/or building permits may be applied for and issued upon approval. B. Project has not been approved by the Planning and Zoning Commission and/or staff at this time. However, this project has attained a preliminary approval status that would authorize landclearing and/or building permits to be applied for at the Building Department. Growth Management approval of permits will be at the discretion of the Growth Management Director. Submittal for permit(s) is solely at the developer's own risk, this authorization does not warrant any type of final approval of the proposed project and/or permits. Growth Management Authorization Date: If las-loy� BUILDING DEPARTMENT 1225 MAIN STREET - SEBASTIAN, FLORIDA 32958 TELEPHONE: (772) 589-5537 • FAX (772) 589-2566 TEMPORARY CERTIFICATE OF OCCUPANCY # 9796 CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS OF THE FLORIDA BUILDING CERTIFYING THAT AT THE TIlyE OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE THE VARIOUS ORDINANCES OF THE JURSIDICTION REGULATING BUILDING TRUCTION OR USE. 08-001822 210 Airport Dr. E. City of Sebastian USE: STORAGE APPROVED: 6/24/09 M 'ayne Eseltine - Sebastian, Fl 32958 CONTRACTOR: Ahrens Companies CONSTRUCTION TYPE:11-UNP EXPIRATION DATE: 8/24/09 (60 days) A Temporary Certificate of Occupancy is being granted under the following conditions: Te ant is restricted to human occupancy inside chain link fenced area at the SE comer of the building for p ses of shipping and receiving with no. liquid solvents or resin type substances being used or stored. Tennant wi also be allowed to move furniture into the office space and machinery into the chain link fenced area at the w side of the building. There will be no human occupancy in these areas under this Temporary Certificate of O upancy. T following list of items shall be completed and approved prior to issuance of Final Certificate of Occupancy: 1. High-level alarm in oil/water separator needs to be installed. 2. Penetrations through fire rated walls need to be fire stopped per approved tested fire rated assemblies. 3. Backflow Certification needs to be approved through IRC Utilities. 4. Backflow preventer gate valves need to be chain locked per IRC Fire Rescue requirements. 5. Lock out tag out shall be marked in red ink at electrical panel. 6. Keys to facility and electrical room need to be provided in Knox box. 7. Shower stall needs seat, grab bar and shower wand installed per details on plans. 8. Men's room sign needs to be located on wall adjacent to door opening. 9. Submit requested drawing of poured concrete valve box sealed by a Professional Engineer. 10. Opening in outside wall needs to be sealed around outside air vent in Grinding/Sanding room. 11. Provide missing hardware for storm panel installation. 12. Final Landscape inspection from Growth Management Department and any required documentation. 13. Final documentation to close out permit including final survey, final termite treatment, final Engineering inspection. Page 1 of 1 Wayne Eseidne From: John Duran [JDuran@irkgov.com] Sent: Wednesday, June 24, 2009 3:59 PM To: Wayne Eseltine subject: 210 Airport Dr East Wayne, as per our meeting with you this morning, I am in agreement with you regarding issuing a partial CO for the eastem part of the hanger only, however this excludes the office. Here is our items that shall be address prior to asking for a final inspection: 1) The penetrations at the office and the souttUwest side of the hanger. 2) High level Mmm needed . 3) Chain on the backflow preventer 4) The lock out tag out must be written in red ink at the fuse panel. 5) Keys for the Knox box to be labeled for usage. We need to have in writing the period of when these issues will be completed so I can final this project. Thanks Wayne. Jul 20 09 10:22a Indian River County SOLID I Assessment Fees 1801 271h Street Vero Beach, FL 32960 SOLID WA COT BUILDING PERMIT #: 01S- PROJECT 9: A no PARCEL ID #: OWNER NAME: 0—.6u 'lip 772-226-1578 p.2 EALUW VASTE DISPOSAL DISTRICT Telephone # 772-226-1300 Fax #772-226-1578 e-mail- dqtarck@iregov.com 11 1 (Dq ESTIMATE 'E LANDFILL ASSESSMENT AERCIAL PROJECTS ADDRESS: Q10 A. CITY: VERO 13!yFI, FL: FL 32960 BUILDER: PHONE: BUILDING USE USE CODE SQ. FT. RATE WG113 FEE �o to BCD $ ff2=r ,t-pww lnor,42e- S =$ PRO -RATE FACTOR: —1. �OTAL ESTIMATE: $_Sat Date of estimate n ' *Estimate period/pro-rate facts 10/0 1108 - 12/31/08 (1.00) 04/01/09 - 06/30/09 (1.50) 3 Im 01101109 - 03/31/09 (1.75- V' 07101109 - 09/30/09 (1.25, CITY OF SEBASTIAN, FLORIDA 1225 Main Street Sebastian, FL 32958 Ph: 772-589-5537 Fax:772-589-2566 C/O # CERTIFICATE OF OCCUPANCY THIS CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CERTIFYING THAT AT THE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE JURISDICTION REGULATING BUILDING CONSTRUCTION OR USE. Address: 210 AIRPORT DR E SEBASTIAN, FL Subdiv: AIRPORT Parcel: Construction Type: TYPE- II UNPROTECTED Use Classification: COMMERCIAL Permit Number: 08-001822 Date: 8/13/2009 Building Official Owner: CITY OF SEBASTIAN 1225 MAIN ST SEBASTIAN, FL 32958-4165 Work Type: COMM-STORAGE ® Sprinklers Apped By Chief Bldg Inspector ALL OF THE CROF HOME OF PELICAN ISlAM BUILDING DEPARTMENT TELEPHONE: (772) 5 99.M7 FAX 172 I589 22DA 5N ACCORDING TO FS 713.135 PERMIT #'�1W "d0 ( a TRACKING #�I„�,(Z DATE: v RECEIVED BY: L L INDIAN I#VER COUNTY PARCEL ID # LOT: � BLOCK: SUBDIVISION: FLOOD ZONE: TYPE OF (WORK: NEW �x ADDITION Q ALTERATION Q REPAIR Q DEMOLITION Q WORKMCLUDES: STRUCTURAL ELECTRICAL ZPLUMBING[XMECHANICALQ5ROOFINGXOTIER❑ WORK DESCRIPTION: Ayl//9 .A-�,riyG�/T! �y � r r a► � •� TOTAL 51F UNDER AIR ESTIM*tED JOB VALUE: S !Z- JOB N,*E: JOB ABORESS: _ � �/ 000= " I��V 6# sT OWNER'S NAME: CITY/S CITY/S1K PHONE: %%2 "Z2' %r L r VWA.AJ LICENSE #: PHONE: �� ZIP CODE -61-/767-q v ADD S: G ZIP CODE: .�.�_ CITY/ATE: - - - •' a PROPOSED USE: % OCCUPANT LOAD: ✓ 3 pRES USE: G OF: STO S/ BAYS [Z UNITS BEDROOMS w HEIGHT = TYPE F CONSTRUCTION: -1b OCCUPANCY TYPE: 2 AREA IS BUILDING PRESENTLY EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM? YES NO M _ S �PHONE: O 3 BO G COMPANY: CITY/STATE: ADD S: 0 E: MO GAGE LENDER CITY/STATE. S: HONE:,'4 r ADD v FEE MPLE TiTI:E HOLDER: _ � r � rrTv/CTATR: 10/23/2008 07:59 5613758678 WWxWMM KAMMI; PAGE 03 PERMIT # 8�0 S Z� TRACKING # will be using the following sub -contractors (Company/Indivi& al Name for the project located Zo Z, At r �rt Wf w—e f i AAA -- It is understood that ALL sub -contractors are required to be licensed regardles& if a Separate permit is required re If there aany changes in status regarding the participation of the sub -contractors listed below, I will immediately advise the City of Sebastian Building Department. ELZC WCAL CONTRACTOR:00 ,,Q PHONE # 3Zt ^ `� S(-?S 2 Z. LICENSE o C 13C� �3 ¢3 U PLUM ING CONTRACTOR PHONE # Z -.Sb�''ZZ-S LICENSE # 5 3 t MECHAMCAL CONTRAC OM 14r-Al O (A At r- G j �uC. PHONE # 7 7 Z -=1&- lo63 LICENSE # CA a 3 OTHM CONTRACTOR; PHONE# LICENSE # NOTE: THE ABOVE CONTRACTORS ARE REQUIRED TO PULL. BUILDING PERMITS AND SHALL BE REQUIRED TO SUBMIT A "SUB -CONTRACTOR PERMIT APPLICATION" PRIOR TO ISSUANCE OF THE MASTER PERMIT. V/ I --�Cf t K A.S 2 0 ATION I HEREBY MADE TO OBTAIN A PERMIT TO DO THE WORK AND INSTALLATIONS AS INDICATED. I Y THAT O WORK OR INSTALLATION HAS COMMENCED PRIOR TO THE ISSUANCE OF A PERMIT AND THAT )RK WI BE PERFORMED TO MEET THE STANDARDS OF ALL LAWS REGULATING CONSTRUCTION IN THIS ►ICTION, I UNDERSTAND THAT A SEPARATE PERIINT MUST BE SECURED FOR ELECTMCAL WORK, LING, S! S, WE!!S, POOLS, FURNACES, BOILERS, HEATERS, TANKS AND AIR CONDITIONERS, ETC. NNG TO INNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING FOR I PROVEMENTS TO YOUR PROPERTY- A N0110E OF COIVi1iAENCIgMIENT MUST Be RECORIM0 AND ED ON OUR L NE JOB DER OR SITE AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.ND TO OBTAIN FINANCING, CONSULT Y tTIFIED VFT Ur 1 rnr. mr-1.mrwr=v "', I I," �. -- •-••-•—•--- — - - E�(CEPT HEATING OR AIR CONDITIONING THE PERMITTING AUTHORITY IF THE VALUE IS $2,500 OR MORE, GE OUT9 LESS THAT $7,500. TICE: IN AnDITION TO 1 Ht Kr.WU1Krmr-r. 10 yr I 1 . %-1 "' . , • . RUCABLE O THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, AND THERE Y BE ITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER AIAnGLAC nreTQic_Ts STATE AGENCIES. OR FEDERAL AGENCIES. VE MUST HAVE A VALID PERMIT PRIOR TO STARTING. IN CONSIDERATION OF GRANTS, THIS OWNER, AND THE BUILDING CONTRACTOR AGREE TO ERECT THIS STRUCTURE IN FULL IITH THE BUILDING AND ZONING CODES OF THE CITY OF SEBASTIAN. =RMIT APPLICATION IS VOID AFTER ISO DAYS UNLESS THE WORK, WHICH IT COVERS, HA5 ALL CONTRACTORS MUST HAVE A VALID STATE CtRTIFICATION, STATE REGISTRATION, OR :TENCY PLUS A COUNTY WIDE LICENSE PRIOR TO OBTAINING PERMIT. DMtAND/0RREPAWM=N1kVE f10 oNAitN� APPL VAIM .1d,4 P., 1pltwlwl�� of - OR •'• SI TORE OF OWNER/AGENT QUALIPMRS SIGNATURE OR PRl NAIVE OF OWNER/AGENT PRINtED NAIVE OF QUALIFIER DATE: _ 404!/�.�7QA159 - 25 8 •'• In I' viduals who sign as the owner's agent must first obtain owner's written authorization to sign on their behalf ATE OF I�ORIDA "NOTARY IS FOR QUALIFIER'S SIGNATURE was acknowledged before me this fg_ day of produced identification. fi a an � of by kA S' _ who is ersonadiv known or -who has 1.� acaalwm o Public Notary Seal mrooallulsl WOOD4009 9Dowfi tr tl, al000 llr ownNarlrM�trW"A n 3 QYCF vim HOME OF PBX- M ISLAND BUILDING DEPARTMENT 1225 MAIN STREET • SEBASTUW, FLORIDA 32958 TELEPHONE: (772) 589-W7 - FAX (772) 589-25W State of Florida Certification Number: City of Sebastian Certification Number: Master Permit # D 7 - L-)-b ( J Z Z Master Track # SsoDC) s- I Z SUBCONTRACTOR'S NAME: 1CFo� �J r -I 16Z1 C C V (C� PHONL&Z . S , S ?-z ADDRESS: % CITY(STATE• 0 . ZIP CODE 7Zl 0 rem G M�►�a� � (ri r � U�! ram. C�� . � � � �� It is understood that, if dwe is any change of status regarding our participation with the above mentioned project, I will advise the City Of Sebastian Building Department. APPLICATION IS HEREBY MADE TO OBTAIN A PERMIT TO DO THE WORK AND INSTALLATIONS AS INDICATED. I CERTIFY THAT NO WORK OR INSTALLATION HAS COMMENCED PRIOR TO THE ISSUANCE OF A PERMIT AND THAT ALL WORK WILL BE PERFORMED TO MEET THE STANDARDS OF ALL LAWS REGULATING CONSTRUCTION In THIS JURISDICTION. i UNDERSTAND THAT A SEPARATE Pt'1111110T IIUST BE SECURED FOR ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IN.MTERS,i TANKS AND AIR CONDI IIONERS. NOTICE: IN ADDITION TO THE REQWREMEMTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF 1TRE COUNTY. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER OOVEIAEbITAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS. STATE AGENCIES, OR FEDERAL AGENCIES, BUSINESS QUALIFIER (Original Signatures Required) J j� Signature: fJna— Printed Nam: "C� -NL � F�00 Doe. STATE OF31'LORIDA COUNTY OF 'N The regoing im ment acknowiedgcd bef re me this day of �F�xa a tic c1 20 �9 by "_ r who is ✓ personally laawn or who has produced identtiH Type of identffication produced: ", D.M.aOMM °. W COMMISSION t DD 830182 Official SignMm of Notary Public g ` EXPIRES: January 17, 2011 9wwrnN*q1Ptd*Wd91wftM 11 Notary Seal =%0 Y SUB -CONTRACTOR PERMIT APPLICATION State of Florida Certification Number: C,4 C /.P/ City of Sebastian Certification Number: 6LIA Master Permit �d-�J C� Master Track SUBCONTRACTOR'S NAME: AR O[.- ,A/I; C0u 0 I T/DN11_4:;PHONE: _5o09- / 04 3 ADDRESS: IOPI ._I SA_rrI.41J j6LV0 CITY/STATE: .,S"ce 4,5- Ti.4/J • rL.b P_ A.4 ZIP CODE 31 9.5j has agreed to be the sub -contractor for,/4 N )ZE A � CoM eAl ffor the project located at: (Contractor) S'EI3.4ST/A/J Al K ii j4A"!�E-r_ -?O,.Z i4 i,e Po,cT Duel r/E �A rT li d..�C• �� 9 $� (Owner) (Address) is understood that, if there is any change of status regarding our participation with the above mentioned project, will advise the City Of Sebastian Building Department. APPLICATION IS HEREBY MADE TO OBTAIN A PERMIT TO DO THE WORK AND INSTALLATIONS AS INDICATED. I CERTIFY THAT NO WORK OR INSTALLATION HAS COMMENCED PRIOR TO THE ISSUANCE OF A PERMIT AND THAT ALL WORK WILL BE PERFORMED TO MEET THE STANDARDS OF ALL LAWS REGULATING CONSTRUCTION in THIS JURISDICTION. I UNDERSTAND THAT A SEPARATE PERMIT MUST BE SECURED FOR ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS AND AIR CONDITIONERS. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FO D IN THE PUBLIC RECORDS OF THE COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FRO T ER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDE GE IES. BUSINESS Signature: STATE OF FLORIDA COUNTY OF jQV D I A N 2/ ✓� Required) ,11 EI/47V if-Alo z-p Date: /.L 3 O The foregoing instrument was acknowledged before me this 3 / day of QECEM BEK , 20 0-0 by .ST"9_N A P.N04-b who is 11i personally known or who has produced identification. Type of identification produced: q / Notary P sState of Fbrida i LI Ellen eEsposito My Commission DD554062 Official Signature of Notary PublicEx0res0511812010 Notary Seal "An Equal Opportunity Employer"' Celebrating Our 75th Anniversary L COYOF vim HOME OF PELICAN ISLAND BUILDING DEPARTMENT 1225 MAIN STREET - SEBASTIAN, FLORIDA 32958 TELEPHONE: (772) 589-5537 - FAX (772) 589-2566 SUB -CONTRACTOR PERMIT APPLICATION State of Florida Certification Number: (317C o,2 4S 3S City of Sebastian Certification Number: Master Permit # 49 - 00 i8.2.Z Master Track # 8Oo l S I Z SUBCONTRACTOR'S NAME: RGekS Fl tnkdq! PHONE: C77.?) 6-6 9'.U9,5- ADDRESS: 6-6SS US. 104kJa W Onle CITY/STATE: tlexo Re" F' 1 ZIP CODE 3296 7 has agreed to be the sub -contractor for Ah for the project located at: (Contractor) !y�/ K%ke�&- Roca/, Ze-ke fegk I F'1 33403 (Owner) (Address) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will advise the City Of Sebastian Building Department. APPLICATION IS HEREBY MADE TO OBTAIN A PERMIT TO DO THE WORK AND INSTALLATIONS AS INDICATED. I CERTIFY THAT NO WORK OR INSTALLATION HAS COMMENCED PRIOR TO THE ISSUANCE OF A PERMIT AND THAT ALL WORK WILL BE PERFORMED TO MEET THE STANDARDS OF ALL LAWS REGULATING CONSTRUCTION in THIS JURISDICTION. 1 UNDERSTAND THAT A SEPARATE PERMIT MUST BE SECURED FOR ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS AND AIR CONDITIONERS. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUSINE UALIFIER (Original Signatures Required) Signature: Printed Name: Igo \R t tkr Date: STATE OF FLORIDA. , COUNTY OF 1yL�ra.H iLr✓.w The foregoing instrument was acknowledged before me this Z 3 day of Xkue-0 , 2009 by QOr»a l ai AF . f-be. r, who is ✓ personally known or who has produced identification. Type of identification produced: he ?p�Y pG Meagan A. Kerr . Commission # DDS82493 a igna ary Public `�,�3 Expires October 7, 2010 aF A. o �i��'e�i1M10'. «�c eooaeeaow "An Equal Opportunity Employer" Celebrating Our 75th Anniversary 1 This instrument Prepared by: Name: Address: NOTICE OF COMMENCEMENT TAX FOLIO #: BUILDING PERMIT #: a 2— 2— State of Florida County of Indian River THE UNDERSIGNED hereby gives notice that improvement will be made to certain teal property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. 3. of oronerty: Ileeal description of the vroverty, and stMaddress if General description of improvement: A,14 e4.4.o A4,4 if fA9,- Owner information' a. Name and Address: �i O L As re 0A� / j /A) .1; G%� 47g/0 b.Interest in property: 4 kJ N AL - d. Fee simple titleholder (if other than Owner): Name and Address: 4. Contractor: a. Name and Addr b. Phone Number: s. surety (o.t�TR t.v ,R- .Zr a. Name and address: Ajt/e b. Phone number V 0 c. Amount of bond: $ . " 6. Lender: a. Name and Address: b. Lender's phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone numbers of designated persons: ^ 8 In addition to himself or herself, Owner designates the following person (s) to receive a copy o_ f the Lienor's Notice as providedAin Sectioy 713.1 )(�j)Fl, 'da Statutes. t v /1�! a. Name and Address: Off ! ��/111. b. Phone number: 9. Expiration date of notice of comme nt (the expiration date is 1 year from the date of recording unless a different date is specified) S 2 O l 0 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED U"ROPER P UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT YOUR PFED TWICE FOR EMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RE AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO UBl' CING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RE QW NOTICE OF COMMENCEMENT. *, Signature of No r r ' Personally known y„ Verification Pursuant to Section 92.525. Florida Statues � t, Lhi es of perjury, I declare that I have read the foregoing and that the facts stated in it are true to tliest " knowledge and belief. rOwner or Owner's Authorized Officer/Director Partner/Manager Siatog'11itleoffice: City Manager, City of Sebastian rhi'forp,. oing instru At was itcknow1didged before me this ��lay of .1�204 by 0 j4d ZA (type of authority, (e.g fi&r, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). /J ��'..—_ 44"Vam—ox, �t ssion DD595269 Public - State of Florida) s October 5, 2014 T" Fan Imuraia. lnc 800.385"? Produced Identification Person Signing Above 1981420 THIS DOCUMENT HAS BEEN RECORDED IN THE PUB: -IC RECORDS OF INDIAN RIVER COUNTY FL BK: 2327 PG:681, Paget of 2 03/16/2009 at 11:50 AM, '7— 4�f . ltrtJ see attached) fir it R-;744 JEFFREY K BARTON, CL=RK OF COURT ROSELAND SATELLITE FIELD UNNUMBERED LOT AS IN R BK 62 PP 255 LESS RNV FOR ROSELAND RD AS IN R BK 164 PP 273; LESS 16.63 ACRES OF LEASE PROPERTY OF WEST SIDE OF THE NORTH -SOUTH TAXIWAY,; LESS 1.91 ACRE LEASE PROPERTY ON EAST END OF -EAST -WEST RUNWAY; LESS THAT PORTION IN OR BK 1255 PG 1466 & LESS PORTION LEASED TO SKYDIVE OF SEBASTIAN (PCL 22303800001000000007.0) & LESS THAT PARCEL LEASED TO KEATH E HOUSTON PER LEASE DATED 07/02/2002; & LESS PORTION LEASED TO ORANGE PEEL ENTERPRISES INC DATED 7/10/2001; & LESS THAT PORTION LEASED TO SHELTAIR SEBASTIAN IN OR BK 1550 PP 931. ALSO LESS THAT PORTION DESC IN LEASE TO STEVEN PHILLIPSON BEING MORE PART DESC AS FOLL; COMM AT A CONCRETE MONUMENT FOUND AT THE WLY COR OF SAID SEC 29; TH N 45 DEG 22 MIN 53 SEC E ALONG THE NLY LINE OF SAID SEC 29; A DIST OF 680.60 FT TO THE CL OF ROSELAND RD; TH S 04 DEG 47 MIN 02 SEC E ALONG THE SAID CL OF ROSELAND RD; A DIST OF 526.67 FT TO AN INT WfrHE CL OF CENTRAL Al PORT DR; TH S 87 DEG 08 MIN 56 SEC E ALONG SAID CL OF CENTRAL AIRPORT DRIVE; A DIST OF 53.47 FT TO AN INT W/ THE NLY EXTENSION OF THE ELY RNV OF SAID ROSELAND ROAD; TH S 04 DEG 47 MIN 02 SEC E ALONG SAID NLY EXTENSION A DIST OF 50.45 FT TO AN INT W/ THE SLY R/W LINE OF SAID CENTRAL AIRPORT DR AND THE POB; TH S 87 DEG 08 MIN 56 SEC E ALONG SAID SLY R/W LINE; A DIST OF 489.33 FT TO A N INT W/ THE WLY RNV LINE OF AIRPORT WEST DR; TH S 00 DEG 09 MIN 14 SEC E ALONG SAID WLY R/W LINE AIRPORT WEST DRIVE; A DIST OF 1486.26 FT TO AN INT W/ THE NLY RNV LINE SAID AIRPORT WEST DR; TH N 81 DEG 11 MIN 44 SEC W ALONG SAID AIRPORT WEST DR; A DIST OF 375.53 FT TO AN INT W/SAID ELY RNV LINE OF ROSELAND ROAD; TN N 04 DEG 47 MIN 02 SEC W ALONG SAID ELY RNV LINE, A DIST OF 1458.20 FT TO POB; EXCEPT THE N 5 AC .fi. Page 1 of 1 Wayne Eseltine From: John Duran [JDuran@ircgov.00m] Sent: Thursday, August 13, 2009 8:50 AM To: Wayne Esekine Wayne, the hanger at 210 Airport Drive East has been inspected and approved from FD regarding: Main building 08-000182 f aevep / 5 / 7- Sprinkler 09-000061 1 dbp00 5& Fire alarm 09-000337 q P oao Z qZ Thank you...... John 8/13/2009 l 7: Date: 1/13/2009 i IMPACT FEE CALCULATION FORM City of Sebastian ip First Name: AHRENS COWAN App Last Name: AHRENS COMPANY Owner F Name: CITY OF SEBASTI P. Owner L Name: CITY OF SEBASTI Owner Addr: 1225 MAIN ST Prop Owner City: SEBASTIAN P.Owner St: FL me of Project: Company: reel Address: 210 AIRPORT DR E City: SEBASTIAN State Florida reel Number: Site Plan/Plat Project Number: No: 536' �- Phone: (561) 863-9004 Prop Owner Phone: (772) 228-7001 Zip Code: 32958- Building Permit Number: 8001822 Zip Code: 32958- Non Standard Fee Calculation (Analysis Prepared by Indian River County Planning Division) LIndividuate Assessment Credit for existing Improvements Change of Use Administrative Determination Use not on fee schedule (gsf = gross square feet) Pe of Land Development Activity and Fees Units Fee per Unit Fee Totals $ ($)/unit Warehouse (Per 1,000 sfl Transportation: CorrectionalFacilities: Solid Waste: Fire EMS. - Public Buildings: Schools: Library: Municipal Administration Fees: LRC Admin Fees: 14.946 PROJECT'S TOTAL $1,003.00 $14,990.84 $123.75 $8.28 $281.88 $18.86 $13.36 $199.68 $40.46 $604.72 $0.00 $0.00 $0.00 $0.00 $21.68 $324.03 $5.42 $81.01 — $16,605.90 TOTAL FOR ALL PROJECTS: TOTAL AMOUNT PAID: TOTAL AMOUNT DUE FOR ALL PROJECTS: $16,605.90 $16,605.90 $0.00 The inrpad fe# calculated herein have been determined based on the fee schedule adopted in Indian River County Ordinance 2005-015, 77de X, r ad Fees, a 'edive July 1, 2005. Signature: Date: Friday, 4aty 23, 2009 Page 1 of 1 i� INIDIANRIVER COUNTY DEPARTAM .OF tIM TYSERVICES 180127th ,Strew Vero Beach, Florida 32%0 UTILITY CONSTRUCTION PERMrr - CITY OF SEBASTIAN PROJECTS Permit liaauance Date: Permh No. Project Name: Project Location: Owner/Dev eloper. Engineer -of -Record: IRCUD Insoector. Project Description: Services: General: Janna" 29, 2009 UCP #:- 4019 Parcel #: 30-38-22 DA I-0000OL0 ►041 IN County Water ❑ County Gravity Sewer ❑ County Lift Station ® Private Lift station ❑ County Force Main ❑ County Reuse Water This Utility construction permit authorizes the above -named Owner/Developer to construct a Water Distribution System and a: Wastewater Collection System for the project as shown on the construction plans prepared by LPA Grotto InG and signed & sealed on Jwumm 07. 2009. Permit Issuance is contingent upon construction; being performed by personnel currently licensed in the State of Florida to perform such work. All work shall be performed in accordance with Indian River County Utilities Standards, latest edition and applicable regulatory agency. The limits of construction are delineated by. these plans. This permit is valid for a period of twelve consecutive months from the date of issuance and is subject to the special provisions and completion of associated checklist items as provided in Attachment A; this permit does not constitute a permit for operation. Special Conditions: Not Applicable. If you have any questions, please do not hesitate to contact me at (772) 567-8000, ext. 1_36. Sin gT Je Oland , Plans Reviewer Enclosure: Attachment A cc: W. Erik Olson, Director of Utility Services (via email) Wayne Eseltine, Director/Building Official, City of Sebastian (via email) David Fisher, City Engineer, City of Sebastian (via email) Michael C. Hotchkiss, P.E., Cap. Proj. Manager (via email) Ron; LeFebure, Utilities Inspector (w/ Enclosure) Utility Project File UCP # 4019 (w/ Enclosure) F:Uhi8n0j7rRM ? Ea&miyVPV*W - L%Tq Comuuaioe PvvL%s .vPnsti )irwr A (Sob MOM) - MPS +o)Mcnorvaion Pam - SE8AST1w,01-s9 *raft to GREASE TRAP AND POLLUTANT INTERCEPTOR CONSTRUCTION PERMIT Indian River Cmft On b ance No. WM Septmber 25, 2009 Sebastian Airport Hangar W 210 Airport Drive, East Sebastian, FL 32958 Re: Sebastian Airport Hangar OX PERMIT: 00672 210 Airport Drive, East ftW) Sebastian, FL 32958 AGENT INFORMATION: Qua' Tit Q,f;,a 0 NAME: doe Griffin MAILING ADDRESS: 202 Airport Drive East, Sebastian, FL 3290, TANK CAPACITY Gallons: #--xi ua a 2— I l 66'' S i— t 1 s- REMARKS: Pump tanks every 6 months or more often as needed. COACCI A „hllhllAJ . Grease interceptor(s) must have 4' walls, 6' We and 2 - 41risers vWth'wft ring Covers to finished grade on earl tank All tank piping and the tank legends must be visible for It (See Attached Exhibit A'). SPECIFICATIONS BY: Glenn Schuessler TITLE: EmN+ofnnorftat sgwrv1w DATE: 1OMM TAWR1ISnzaA=1Vmoo: [ l TANK -SUN [11 $Sfi' [ IftAMC UM [ Y I [ l s[Y] tNli4A' . � F.� -mar - _ • • - :`Y, : - . [21 e , :.[: �_ OUTLBT 72M . :a_• - M--off: [ OR [ 1N PDX rVW09#11;. . • ::- : , , � • , •; is-•:• — ' e� — — Burma•..,.. tt�toir-•tl:....•.'.•.•l- 1�6•.—'.`'_:.•:::.:•-.:'..;�• ::::• IND" RIVER WmlrfT HrJWTH LWrANINOW 1 EMMONNOWAL HEALTH Im for sTmu VERO BEACH, FL. 321101) (7M iwa44o 1 Z67ZZ71'5 /-Z-' INDIAN RIVER COUNTY DEPARTMENT OF UTELM SERVICES PROJECT COMPLETION MEMORANDUM DATE: May 26, 2009 TO: Wayne Eseltine, Director/Building Official, City of Sebastian (hard copy) THRU: Gordon Sparks, P.E., Environmental FROM: Jesse R. Roland, Utilities Engineerin SUBJECT: Project Completion For: ?r Project Name: Sebastian Airport Hangar "A" - aka. LoPresti Han>zar Project Location: 210 Airport Drive East Parcel No.: 30-38-22-WI-0000-00000.1 Permit No.: UCP # 4019 Engineer -Of -Record: LPA Group Inc Rob He�}brecht. P.E. 1 icluding the payment of all capacity charges and other connection costs, the Department of Utility Services has received the remaining documentation necessary to complete the Operation Checklist for the Water Distribution System and the Operation Checklist for the "Wastewater Collection System for the above -mentioned project. This project has been accepted qnd is now complete. have any questions, please do not hesitate to contact me at (772) 567-8000, ext. 1636. r / Developer / Rep.- _LPA Group, Inc. Fisher, City Engineer, City of Sebastian Bosworth, Growth Management Department, liggs, Captain Inspector, Fire Department City of Sebastian n Nolan, Asst. Chief of Fire & Life Safety, Fire Department cy Mossali, Legal Assistant, Legal Department Keller, Legal Assistant, Legal Department Is Cantlon, 911 Database Coordinator, Emergency Services Hoffman, Environmental Health Department Utility Project File UCP # 4019 (w/ one set of Record Drawings) Utility Inspector. Ron Lefebure, Utilities Inspector Cindy Corrente, Assistant Utilities Director (w/ copy of Bill of Sale), Utilities Mike C. Hotchkiss, P.E., Capital Projects Manager, Utilities Kevin Osthus, GIS Analyst (w/ one set of Record Drawings, Mylar and Disk), Utilities Julia S. Mitts, Controller, Utilities Venessa Mendez, Utility Billing Specialist, Utilities Dan Chastain, Assessment Manager, Utilities Jerry Miller, Utility Maint. Sup. — Lift Station, Op's Center (PRIVATE Lift Station) Mark Besancon, Utility Maint. Sup. — Gravity Sewer, Op's Center Terry Southard, Utility Operations Manager --, Op's Center Bruce Endres, Utility Maint. Sup., Op's Center Emory Bailes, Sup. of Field Maint., Op's Center Amanda Perron, Utilities Operations, Op's Center Shellie Lang, Utilities Operations, Op's Center Phil Hartsfield, Crew Leader — Locating (I set of Record Drawings), Op's Center Bill McGrath, Crew Leader — Hydrant & Valves, Op's Center F"hime TUM-EMINEMNWAMM-UWW CwMds PvMd M IHWW A06AWPOM- MW/619Agea CmOPUb" FmeA5'W"ir" (via email) (via email) (via email) (via email) (via email) (via email) (via email) (via email) (via email) (hard copy) (hard copy) (via email + hard copy) (via email) (via email + hard copy) (via email) (via email) (via email) (via email) (via email) (via email) (via email) (via email) (via email) (via email) (via email + hard copy) (via email) Paste 1 of 1 - - - - - - - -- - — - - -- -- - --- 07/02/2009 15:30 7722263419 UTILITY UPS PAGE 01 BOARD OF COUNTY COMIESSION M Department of Utility Services Phone. (772) 226-340o 4850 418t Street, Vero Beadh, FL 82967 Fax- (772) 226-3419 July 2, 2009 Tv: Meeks Plumbing Attu: Jason Pas-. SW7647 FMM: Shellie Lang 772.220-Ml am COMMEN'i`8: Indian River County W tires bas received and f9ed the subject document, dated 5/28/09, for device located at 202 E- Airport Drivo, Sebastian (SIN: A25820). YOUSHOULD BECE►"A WTAL OF E] PAG30, MCLCWRW TW COM SfiM= Meeks Plumbing Inc. 5555 US Highway 1 Vero Beach, FL 32967 (772) 589-2286 (772) 460-2860 (772) 337-2299 BACKFLOW ASSEMBLY ANNUAL INSPECTION AND TESTING REPORT SECTION 1 NAME OF PREMISES: PARMENTER EXCAVATING SERVICE ADDRESS: 202 AIRPORT DRIVE EAST CITY: SEBASTIAN STATE: FL ZIP: 32M CITY: STATE: ZIP: LOCATION OF ASSEMBLY. GATE 4 ASSEMBLY: DCVA MANUFACTURE: WATTS SIZE: 2' DATE A44 MBLY WALLED; MODEL # 007ML SERIAL #I A26820 WATER METER #$800243 WATER METER READING: LINE PRESSURE AT TIME OF TEST 60 P.S.I. In*uatbnsc The owner of tlw awwUq Is WGIW ft for the proper huff of w. boting and mpw of the FIRST CHECK VALVE HOLDS AT 2.0 P.S.I. above 119M baddlow pft mftr, Corrvlete au seed" of this form. M tests and ropelft must be completed SECOND CHECK VALVE HOLDS AT 2.0 P.S.I. by a Cettilled Sod* wAaembty TeohnWP- SECTION 2 CHECK VALVE # 1 CHECK VALVE # 2 DIFF. RELIEF VALVE NOTES OPEN AT: P.S.I. INITIAL 1, LEAKED 1. LEAKED REDUCED PRESSURE TEST Z. CLOSED TIGHT X 2. CLOSED TIGHT X DID NOT OPEN CLEANED CLEANED CLEANED REPLACED REPLACED REPLACED DISC DISC DISC SPRING SPRING SPRING R GUIDE GUIDE GUIDE F. PIN RETAINER PIN RETAINER PIN RETANER P HINGE PIN HINGE PIN HINGE PIN A SEAT SEAT SEAT I DIAPHRAGM DIAPHRAGM DIAPHRAGM R OTHER, DESCRIBE OTHER, DESCRIBE LOWER $ SMALL SEAT UPPER LOWER SPACER ' LOWER OTHER DESCRIBE PINAL OPEN AT P.S.I. TEST CLOSED roof 152M nM REDUCED ji URE SUPER P.B.I. RKS: PASSED jogNMM.WATTS SERIAL #A26020 TtESTER SMOATURE SECTION $ cow rORM 101 DATE WjAL. TEST DONE BY: K&W CHRffrMAN 22!!MNY Mbeks IncqWATCEKr* 9FAT CERr#TW-07-Ml 11020110 REPAIRED BY* AM�No�PhaMt 1na Nfrlll. TEST LONE BY: tAP1Y MleKe PI ,IncBFAT CERT # LoPresti Hangar Page 1 of 1 Wayne Eseldne From: Jesse Roland Droland@ircgov.comj Sent: Wednesday, July 08, 2009 8:46 AM To: Wayne Eseldne Cc: Joseph Griffin Sgbject: LoPresti Hangar Good morning Wayne, We have received the water service backflow preventer certification for this project. This satisfies our rmit checklist and concludes our requirements for a C.O. sign -oft I'd like to thank Mr. Joe G ' for all of his assistance with this project. He made sure that contractor and project en eer followed our permit checklist and construction standards. If you have any questions, pl feel free to contact me. Have a good day. Jeso Roland eviewer River County t Engineering th Street ady FL. 32960 Tel: 772-226-1636 Fax: 772-770-5143 7 LrATHE LPA GROUP INCORPORATED Transportation Consultants 615 CRESCENT EXECUTIVE COURT ■ SUITE 200 ■ LAKE MARY, FLORIDA 32746-2146 ■ 407-306-0200 ■ FAX 407-306-0460 August 11, 2009 Ms. Rebecca Grohall, AICP Growth Management Director City of Sebastian 1225 Main Street Sebastian, FL 32958 Subject: Sebastian Municipal Airport Sebastian, Florida Hangar A Construction Certification Dear Ms. Grohall: Please accept this letter certifying that, to the best of my knowledge, all site improvements for the Hangar A Facility at Sebastian Municipal Airport appear to be completed in general conformance with the design -build criteria package assembled by THE LPA GROUP INCORPORATED. Modifications to the plans and specifications were made by others during construction and therefore LPA cannot certify materials or workmanship used for this project. Enclosed are two (2) as -built surveys dated July 21, 2009. To my knowledge, these were signed, sealed, and delivered by the surveyor to your office on or around July 22, 2009. I have affixed LPA's stamp to the as -built record drawings, which represent the site improvements that were made. Sincerely,_ . TF PA G OUP CORPORATED Robert . Hambrechtj- .E. Prbject.Manager Fl, P.E,. No. -6398$ cc: Joe Griffin Airport File (TA412026.4q) RE iED AUG 12 2009 P & Z Growth Mgnt. 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PLUUM OK R OMA 33317 + 95*4$4—MIS • I-IMIMP- U 0 FM 954.51" 11 Y K ill r/ �G► SEBASTIAN MUN AIRPORT ZONE X 15 s �` -- snn 0 500 f MiMAAL nM MSMUCE MUM ZO FLOW MSMW RATE MAP INDIAN RIVER COUNTY, FLORMAk AND INCORPORATED AREAS PANEL 76 OF 169 tle.n.Re t:eF.sIrFF WJMM "AEL WHI > N. CRT OF Umm WS E mmWiiiiiieffm Um Opt E )NE A PPJM WCATXW MAP NUMKR: 126pO m E EFFECTIVE /ATE: MAY 4, 1989 kA� This is an allicial copy are portion of the awn rerarencea moos map a was extracted using F-MrrOn-Une. Thfs map does nat rdeat charges or amendments v*dch may hays been made stbequsnt to the doe on the title block For the latest product IrAormatlon about Natlond Flood Insurance Prom" food nape dw& the FEMA Flood Map Store at www.mac.lama.go ABBREV1477ONS LEGAL DESCRIPTION: FORMBOARD DETAIL SCALE.' 1 "= 40' 000 .00 01 �0 FOUND 8"0 POURED IN PLACE CONCRETE MONUMENT WITH RAILROAD SPIKE, NO IDENTIFICATION SEBA .S TI A N MUNICIPAL A I RP OR T RE EAST CORNER Of SECTION FLEMING GRANT, t POINT OF COMMENCEMENT FOR FIRST & THIRD O DESCRIBED EASEMENTS AS RECORDED IN OFFICIAL RECORD BOOK 62, PAGE 255+, PUBLIC RECORDS, iNDIAN RI/ER COUNTY, FLORIDA. O JI N 124 0 & SEBA S TlA N MUNICIPAL GOLF COURSE E 823604.136C4,1 PROPERTIES I \ , �` .000� a ; City fif Sebmthl` p dilding Cegaritnelit FOUND 8"0 POURED IN PLACE CONCRETE MONUMENT WITH SOLID IRON ROD NORTH CORNER OF SECTION 29, FLEMING GRANT, POINT OF COMMENCEMENT FOR OVERALL AIRPORT PROPERTY & SECOND DESCRIBED EASEMENT AS RECORDED IN OFFICIAL RECORD BOOK 62, PAGE 255+, PUBLIC RECORDS, INDIAN RIVER COUNTY, FLORIDA. N 1269225.7 E 819814.2 FOUND 8"0 CONCRETE MONUMENT WITH RAILROAD SPIKE IN CENTER NO IDENTIFICATION N 1270635.9 E 818423.9 pti . s�• ` �FOUND 3/4"0 IRON PIPE NO IDENTIFICATION Y k\ ° 0 e�cp. OJ FOUND 3/4"0 IRON PIPE NO IDENT{FICATION (N 45"10'19" E 50.97') SET 4%4" CONCRETE MONUMENT WITH BRASS DISK STAMPED "CARTER ASSOC. LB 205" N 1269437.1 E 817210.7 / POINT OF BEGINNING OF THE SECOND DESCRIBED EASEMENT AS RECORDED IN OFFICIAL RECORD BOOK 62, PAGE 255+, PUBLIC RECORDS, INDIAN RIVER COUNTY, FLORIDA. .NORTH PART OF THE FLEMING GRANT, TOWNSHIP 31 SOUTH, RANGE 38 EAST, TALLAHASSEE, FLORIDA, RECORDED IN PLAT BOOK 1, PAGES 72 AND 73, PUBLIC RECORDS OF THE COUNTY OF BREVARD, STATE OF FLORIDA. NOW LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA FOUND 4ACONCRETE MONUMENT TOP DAMAGED, NO IDENTIFICATION N 1266660.5 E 822342.1 Y 2V FOUND 3"X3" CONCRETE MONUMENT 2 NO IDENTIFICATION N 1267161.8 431 E 819874.04> \ ^hQ, ROSELAND S TELLITE FIELD 1^4� T R A C T 0. 3FOUND 3"X3" CONCRETE MONUMENT TOP 0.5' ABOVE GROLNO I NO IDENTIFICATION N 1267448.4 E 819170.9 ASSS2 `96 00 <N s � FOUND 4"X4" CONCRETE MONUMENT `/ TOP BROKEN (S 45'53'44" W. 16.92') FOUND BOAT SPIKE AT POINT OF CURVATURE NO IDENTIFICATION N 04'51'55" W, 124.53') FROM FOUND NAIL) FOUND 4"x4" CONCRETE MONUMENT TOP BROKEN - NO IDENTIFICATION WEST RIGHT-OF-WAY ROSELAND ROAD (N 52'05'53" W. 54.16' FROM FOUND NAIL) FOUND 4%4" CONCRETE MONUMENT STAMPED "CARTER ASSOC." SE CORNER RIVER EDGE SUBDIVISION (N 86"28'29" W, 40.77' FROM FOUND NAIL) STAMPED "RLS 4029" (S 45'39'14" A 69.03' FROM FOUND NAIL) �OJ FOUND 4"x4" CONCRETE MONUMENT -� WITH BEVELED TOP tl' ABOVE GROUND - NO IDENTIFICATION N 1265493.1 E 816031.6 \ s� \ \\ �1 FLEMING GRANT LINE � 4 \ ROSELAND SATELLk . Fat TRr� 4 r n SET 4"x4" CONCRETE MONUMENT WITH BRASS DISK STAMPED "CARTER ASSOC. LB 205" N 1264174.1 E 822398.2 FOUND 4"X4" CONCRETE MONUMENT PLASTIC CAP STAMPED 18 4644" POINT OF BEGINNING OF THE THIRD DESCRIBED EASEMENT AS RECORDED IN OFFICIAL RECORD BOOK 62, PAGE 255+, PUBLIC RECORDS, INDIAN RIVER COUNTY, FLORIDA. (S 28'1018" W, 0.59') \ EASEMENT FOR CONSTRUCTION, USE, MAINTENANCE, OPERATION AND REPAIR OF A DRAINAGE DITCH, AS ECORDED IN BOOK 21, PAGES 107 - 109, OF THE BUC RECORDS IN THE OFFICE OF THE CLERK OF TH CIRCUIT COURT FO INDIAN RIVER COUNTY, FLORIDA ND NOTED IN DEED � s9 Sys \ op <� � 2 1 / FOUND 3"X3" CONCRETE MONUMENT TOP DAMAGED, NO IDENTIFICATION N 1264098.7 E 819528.0 y�R=5729.65^ FLOOD ZONE "AE" L=716.63 ELEVATION 6 D�7'09'S8" NC AR CONDITIONING AC ACRE AL ALUMINUM ANC ANCHOR AP ANCHOR POLE APRX APPROXIMATE TEISEM£M B BUFFER BFP BACK FLOW PREVLMOR BLDG BUILDING BLK BLOCK BM BENCHMARK BOO BACK OF CURB BP BRICK PAVERS BOW BACK OF WALK ORO BEARING BW 64RBm W9RE C&O CURB AND GUTTER C&r CULPEPPER & TERMING �o cur our CALCULATED CATV CABLE TELEVISION BOX CB CATCH 8AS1N CBS CONCRETE BLOCK STRUCTURE CHO CHORD C/ CURB INLET CL CE7v7ERUNE CLF CfWN UNK FENCE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE coour CORNER CO� CONCRETE CO Cov COVERED CE COVERED ENTRY COIF COVERED PORCH CPP CONCRETE POWER POI£ PIPE CCSPPiPE CONCRIETE � A DELrA ANGLE D/F DRAIN RELD SET 4%4" CONCRETE MONUMENT WITH BRASS DISK STAMPED "CARTER ASSOC. LB 205" ' N 1262688.0 E 820913,5 ��\ \ LQ ROSELAND SELLITE FIELD TRAC N0. 2 EASEMENT PANEL OCR EUVA170M NT JRB WEq & UGHr 4 CE RO YY POLYETHYLENE CONTROL VALVE ON 7N & PLUG WELL 1USINESS ENANCf EASEMEVr 3 SECTION WATER UNE PCP PERMrWWr CONTROL POINT PF PLAS170 HENCE PG PAGE PI POINT OF INTERSECT70N PK&O PARKER KALON MNL AND DISK KALON *AAND TIN TAB wPARKER PROFESSIONAL LAND SURVEYOR POO POINT OF BEGINNING POO POINT OF COMMENCEMENT PP POWER POLE PRC POINT OF REVERSE CURVATURE PRO PRORATED DISTANCE PROP PROPOSED PRM PERAWYENr REFERENCE MONUMOV PSM PROFESSIONAL SURVEYOR & MAPF PS'WE PLASTIC $WALE Pr POINT OF TANGENCY PUE PRNATE UTIUrY EASEMENT PVC POLYVW2 CHLORIDE !;/Q ROD AND GAP RADIUSOF-WAY 4" RADIUS RCP REINFORCED CONCRETE PIPE ROGE � STEREO LAND SURVEYOR RP RADIUS POINT RR RAILROAD RRS IWLROAD SPIKE S/W SIDEWALK SW S4NIFAtY SEWER AMHaF SB7 SOUTHERN BELL TELEPHONE SEC SECTION sr SOUARE FETT SHP SHIP SP7X£ OR BOLT Sip STREET LACHr SUPPORT POLE SAlH S411ITARY MANHOLE $PC STATE PLANE COORDINATES STY STORY Sr SEPTIC TANK SV SANITARY VALVE sift S14ALE rA TOP of ASPF4LLr TM rAX MAP TMH TELEPHONE A6ANHOLE TOO TOP OF BANK TOE TOE OF SLOPE lA TRIVERS'E POINT TR TELEPHONE RISER TRANS rAANSFORMER Tse TRAFFIC SIGMA. BOX rr TIN rAB TWP TOWNSHIP rYP TYPMAL U/c UNDER CONSTRUCTION £ UTILITY EASEMENT UP UTUTY PONE UR UTLITY RISER UW UNDER WATER VC VALLEY CURB VWAOOOD Dr WL WATER UNE wm WATER METER Wp WELL POINT WPP WOOD POWER POLE WV WATER VALVE CORNER OBLITERATED `T9 SS, ,.12 ^ FOUND 1/2"0 REBAR & CAP STAMPED CARTER ASSOC." �" 1 � 1 GRANT LINE FLOOD ZONE "X" IOFLOOD ZONE "AE" S ALONG CHANNEL S s ems. r�3 0 °°, fi> 9 �O SEE DETAIL AT RIGHT BRASS DISK�STAMPED V POINT OF BEGINNING OF THE FIRST tTER ASSOC. LB 205" DESCRIBED EASEMENT AS RECORDED 62454.7 IN OFFICIAL RECORD BOOK 62, PAGE 6908.1 255+, PUBLIC RECORDS, INDIAN RIVER EASEMENT FOR ` COUNTY, FLORIDA. VD 1/2"0 IRON PIPE ROADWAY PURPOSES (C SET P-K NAIL & BRASS DISK CAP STAMPED LB #26" STAMPED "CARTER ASSOC. LB 205" 14'3131'43" E, 2.30') N 1261650.3E 817078.3 RIGHT-OF-WAY DATA N 11'57'0�� W FOUND 4"X4" CONCRETE MONUMENT STAMPED "PRM RLS #3909" (S 04'19'18" W, 44.95') N 11 57 02" W 11�55'(C) N 44'23'51" W 46.00'(C) N it'47'S8" W 1159.63 (0) N 44'21'28" W 46.36'(D) FOUND BOAT SPIKE FOUND 4"X4" (3) IN CENTERLINE OF ROAD CONCRETE MONUMENTS FOUND NAIL IN CENTERLINE AT POINT OF TANGENCY STAMPED "PRM RLS #3909" OF ROAD, 0.30' DEEP NO IDENTIFICATION N 44'59'35" E, 198.58') NO IDENTIFICATION FOUND 1"0 IRON PIPE N 45'00'55" E, 85.5l'� NO IDENTIFICATION N 29 14 03 W, 49.24) (S 77'56'00" W, 39.96') FROM SET CORNER) A PARCEL OF LAND LYING AND BEING IN THE COUNTY OF INDIAN RIVER, STATE OF FLORIDA, BEING A PORTION OF THE FLEMING GRANT IN TOWNSHIP 31 SOUTH, RANGE 38 EAST, TALLAHASSEE MERIDIAN, FLORIDA, AS SHOWN ON THE SUBDIVISION PLAT OF SAID GRANT RECORDED AT PAGES 72 AND 73 IN PLAT BOOK NO. 1 IN THE PUBLIC RECORDS OF THE COUNTY OF BREVARD, STATE OF FLORIDA, SAID LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO -WIT: "FROM THE NORTH CORNER OF SECTION 29, FLEMING GRANT, RUN SOUTH 44'25'58" EAST A DISTANCE OF 1501.86 FEET TO A CONCRETE MONUMENT FOR A POINT OF BEGINNING; THENCE SOUTH 44'25'58" EAST, 2100.00 FEET; THENCE SOUTH 45.09'04" WEST, 1009.32 FEET; THENCE SOUTH 01'54'57" WEST, 963.48 FEET; THENCE SOUTH 44'25'58" EAST, 1137.55 FEET; THENCE SOUTH 45'09'04" ''NEST, 2100.00 FEET; THENCE NORTH 44'21'28" WEST, 1977.50 FEEA THENCE SOUTH 45'09'04" WEST, 3497.85 FEET; THENCE NORTH 44'21'28" WEST, 46.36 FEET; THENCE NORTH 11'47'58" WEST, 1159.63 FEET; THENCE NORTH 04'37'30" WEST, 5793.60 FEET; THENCE NORTH 45'54'02" EAST, 1258,33 FEET; THENCE SOUTH 44'25'58" EAST, 2804.92 FEET; THENCE SOUTH 67'39'58" EAST, 759.38 FEET; THENCE NORTH 45'09'04" EAST, 1406.13 FEET TO POINT OF BEGINNING; SUBJECT TO A 33 FOOT RIGHT- OF -WAY FOR ROSELAND ROAD; AND, ALSO, SUBJECT TO THREE EASEMENTS FOR ROADWAY PURPOSES, AS FOLLOWS, TO -WIT: AN EASEMENT IN, ON, OVER AND ACROSS A STRIP OF LAND DESCRIBED AS, COMMENCING AT THE EAST CORNER OF SECTION 29 OF THE FLEMING GRANT, RUN SOUTH 45'09'04" WEST ALONG THE SOUTHEAST UNE OF SECTION 29 FOR A DISTANCE OF 3806.27 FEET TO A POINT; THENCE NORTH 44'21'28" WEST FOR A DISTANCE OF 1977.5 FEET TO A POINT; THENCE SOUTH 45'09'04" WEST FOR A DISTANCE OF 3147.85 FEET TO THE POINT OF BEGINNING OF THE EASEMENT HEREBY DESCRIBED; THENCE CONTINUE SOUTH 45'09'04" WEST FOR A DISTANCE OF 340.53 FEET TO A POINT ON THE EAST RIGHT- OF -WAY OF ROSELAND ROAD; THENCE NORTH it' 47'58" WEST ALONG SAID RIGHT-OF-WAY LINE FOR A DISTANCE OF 339.74 FEET TO A POINT; BEING ON A MEANDER LINE OF COLLIER CREEK; THENCE RUN NORTH 64'48'04" EAST ALONG SAID MEANDER UNE FOR A DISTANCE OF 56.74 FEET TO A POINT, THENCE SOUTH 57'42'56" EAST ALONG SAID MEANDER LINE FOR A DISTANCE OF 40.55 FEET TO A POINT; THENCE SOUTH 80'58'56" EAST ALONG MEANDER LINE FOR A DISTANCE OF �0.43 FEET TO A POINT; THENCE SOUTH 14'51'04" WEST ALONG MEANDER UNE FOR A DISTANCE OF 5.20 FEET TO A POINT; THENCE NORTH 66'18'04" EAST ALONG MEANDER LINE FOR A DISTANCE OF 63.40 FEET TO A POINT; THENCE SOUTH 03'06'04" WEST ALONG MEANDER UNE FOR A DISTANCE OF 73.50 FEET TO A POINT; THENCE NORTH 49'29'04" EAST ALONG MEANDER LINE FOR A DISTANCE OF 43.80 FEET TO A POINT; THENCE NORTH 20'55'04" EAST ALONG MEANDER LINE FOR A DISTANCE OF 44.25 FEET TO A POINT; THENCE SOUTH 59'39'56" ALONG SAID MEANDER LINE FOR A DISTANCE OF 114,0 FEET TO THE END OF MEANDER LINE AT THE POINT OF BEGINNING, PLUS THE LAND APPROXIMATELY 10 FEET NORTH OF AND PARALLEL TO SAID MEANDER LINE, BEING 1/2 OF THE PRESENT MOTH OF COLLIER CREEK. COMPRISING 1.29 ACRES. AN EASEMENT IN, ON, OVER AND ACIOSS A STRIP OF LAND DESCRIBED AS, COMMENCING AT THE NORTH CORNER OF SECTION 29, FLEMING GR NT, RUN NORTH 44' 25'58" WEST ALONG NORTHEAST UNE OF SECTION 22 FOR A DISTANCE OF 1980.0 FEET TO A POINT, THENCE SOUTH 45.54'02" WEST FOR A DISTANCE OF 1706.10 FEET TO A CONCRETE MONUMENT BEING THE POINT OF BEGINNING OF THE EASEMENT HEREBY DESCRIBED, THENCE SOUTH 44'25'58" EAST FOR A DISTANCE OF 100.00 FEET TO A POINT; THENCE SOUTH 45.54'02" WEST FOR A DISTANCE OF 1340.68 FEET TO THE CENTERLINE OF ROSELAND ROAD; THENCE NORTH 04'37'30" WEST FOR 129.66 FEET TO A POINT; THENCE NORTH 45'54'02" EAST FOR A DISTANCE OF 1258.33 FEET TO THE POINT OF BEGINNING. COMPRISING 2.961 ACRES, LESS HOWEVER, 33.0 FEET FOR ROSELAND ROAD RIGHT-OF-WAY. AN EASEMENT IN, ON, OVER AND ACROSS A STRIP OF LAND DESCRIBED AS, COMMENCING AT THE EAST CORNER OF SECTION 29 FLEMING GRANT AND RUN SOUTH 45'09'04" WEST ALONG FLEMING GRANT LINE FOR A DISTANCE OF 1706.27 FEET TO A CONCRETE MONUMENT, BEING THE POINT OF BEGINNING OF THE EASEMENT HEREBY DESCRIBED, THENCE CONTINUE SOUTH 45'09'04" WEST ALONG SAID GRANT LINE FOR A DISTANCE OF 2100.0 FEET TO A POINT; THENCE NORTH 44'21'28" WEST FOR A DISTANCE OF 100.0 FEET; THENCE NORTH 45'09'04" EAST 2100.0 FEET TO A POINT; THENCE SOUTH 4425'58" EAST FOR 100.0 FEET TO POINT OF BEGINNING. COMPRISING 4.82 ACRES. AND, SUBJECT, ALSO, TO AN EASEMENT FOR THE CONSTRUCTION, USE, MAINTENANCE, OPERATION AND REPAIR OF A DRAINAGE DITCH, SAID EASEMENT BEING CONFINED TO THE FOLLOWING DESCRIBED LAND, TO -WIT: RUNNING ALONG THE SOUTHEASTERLY LINE OF ROSELAND SATELLITE FIELD IN INDIAN RIVER COUNTY, FLORIDA, COMPRISING THAT PART OF THE SOUTHEASTERLY 40 FEET OF SECTIONS 28 AND 29 OF THE FLEMING GRANT, COMMENCING AT THE EAST CORNER OF ROSELAND SATELLITE FIELD AND THENCE RUNNING SOUTHWESTERLY A DISTANCE OF 6300 FEET, MORE OR LESS, TO THE COLLIER CREEK; SAID EASEMENT HAVING BEEN GRANTED ON AUGUST 12, 1957 BY THE UNITED STATES OF AMERICA TO CYPRESS GARDENS ESTATES CORPORATION BY AN INSTRUMENT RECORDED AT PAGES 107, 108, 109 OF BOOK 21 OF THE PUBLIC RECORDS IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT FOR INDIAN RIVER COUNTY, FLORIDA. SUBJECT, HOWEVER, TO ALL EXISTING EASEMENTS AND RIGHTS -OF -WAY FOR ROADS, HIGHWAYS, RAILROADS, PIPELINES, PUBLIC UTILITIES AND DRAINAGE DITCHES." (DERSCRIPTION SHOWN IN QUOTES PER QUITCLAIM DEED OFFICIAL RECORD BOOK 62, PAGES 255 - 257, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. RECORDED FEBRUARY 25, 1959, 1:16 P.M.) SYMBOL LEGEND 01 POWER POLE 0 TELEPHONE RISER ® WATER METER CONCRETE POWER POLE o¢ EXISTING ELEVATION p CONCRETE MONUMENT 0 SET ROD & CAP LB# 4942, UNLESS OTHERWISE NOTED FOUND MARKER AS NOTED A DELTA ANGLE 4e- GUY ANCHOR ran PROPOSED ELEVATION Q SANITARY MANHOLE Q DRAINAGE MANHOLE (4:1 SLOPES ARE MAXIMUM) M orf b V , ® Z Q V / 0 U V W Z W U Q Lnl O N Q:f W o °� Z Q Q L� V, Q W Q U W U � 0 Z Q QC Q t� �W^' V / Z z Z 0 V) w U Z w J ADDRESS: SEBASTIAN, FLORIDA Q m o NOTES: n W W SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ® J LL 0 LINE WORK IS TAKEN FROM A BOUNDARY SURVEY PERFORMED BY CARTER ASSOCIATES, INC., DRAWING No. W 15925-C, DATED SEPTEMBER 2000. (j LEGAL DESCRIPTION PROVIDED BY CLIENT. I- J CO 00 ELEVATIONS ARE IN FEET AND BASED ON CONTROL MONUMENTS, "SEBAPORT 1989", ELEVATION=18.00 NAVO 1988 VI Q AND "L 227 1965", ELEVATION 19,79 NAVD 1988. W 0 U) < PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 120123-0076E, DATED 6/30/99. FLOOD ZONES ARE APPROXIMATE AS TAKEN FROM A BOUNDARY SURVEY PERFORMED BY CARTER ASSOCIATES, INC., DRAWING No. w w 15925-C, DATED SEPTEMBER 2000. 00 IN ACCORDANCE WITH CHAPTER 61G17-6.003, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY, W N NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND W MAPPER, CERTIFIED TO: AHRENS COMPANIES SURVEYORS CERTIFICATE: I HEREBY CERTIFY THAT THIS- SPECIAL PURPOSE FORMBOARD SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY PREPARED UNDER MY RESPONSIBLE CHARGE AND IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND B�LIEF> •SAID SVRV!iY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTji BY" THE FLORIOF .BOARD OF PROFESSIONAL SURVEYORS AND, MAPPERS jN'lCHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 4'72.027, FLO ?lDA` STATUTES. l R08ERT F KEMERSON PROFESSIONAL SURVEYOR AND MAPPER�r 7�G �7 STATE OF FLORIDA (PSM)# 6285 FIELD DATE: 02/12/09 JOB # 08-093 m 07 m 0)p� � Z Y Z O W M U In Ip Q.II F��� w� o N 0 0 U SHEET NO.: 1 OF �y STAMPED '"RLS 4029" l- (S 45'39'14" W, 69.03' FROM FOUND NAIL) �O ELED C FOUND AIN4" CONCRETE MONUMENT J VTOP tt' ABOVE FOUND 8"0 POURED IN PLACE CONCRETE MONUMENT WITH RAILROAD SPIKE, NO IDENTIFICATION SBBA S TI A N MUNICIPAL AIRPORT EAST CORNER OF SECTION 2E, FLEMING GRANT, POINT OF COMMENCEMENT FOR FIRST & THIRD DESCRIBED EASEMENTS AS RECORDED IN O OFFICIAL RECORD BOOK 62. PAGE 255+, & SBBA S TI A N MUNICIPAL GOLF COURSE RSE � PUBLIC RECORDS, INDIAN RIVER COUNTY, FLORIDA. N 1265380.4 E 823604.1 PROPER TIES PART OF THE FLEMING GRANT, TOWNSHIP 31 SOUTH, RANGE 38 EAST, TALLAHASSEE, FLORIDA, RECORDED iN PLAT BOOK 1, PAGES 72 AND 73, PUBLIC RECORDS OF THE COUNTY OF BREVARD, STATE OF FLORIDA. NOW LYiNG AND BEiNG IN INDIAN RIVER COUNTY, FLORIDA AS -BUILT DETAIL ----- SEE SHEET 2 OF 2 NOR C FOUND 8"0 POURED IN PLACE CONCRETE MONUMENT WITH SOLID IRON ROD NORTH CORNER OF SECTION 29, FLEMING GRANT, POINT OF COMMENCEMENT FOR OVERALL AIRPORT PROPERTY & SECOND DESCRIBED EASEMENT AS RECORDED IN OFFICIAL RECORD BOOK 62, PAGE 255+, PUBLIC RECORDS, INDIAN RIVER COUNTY, FLORIDA. N 1269225.7 E 819814.2 FOUND 4"X4" CONCRETE MONUMENT TOP DAMAGED, NO IDENTIFICATION N 1266660.5 E 822342.1 FOUND 3"X3" CONCRETE MONUMENT NO IDENTIFICATION N 1267161,8 E 819874.0<b 5 . 41 h�•b ROSELAND S, TELLI TE FIELD TRACT 0 . 3 FOUND 3"X3" CONCRETE MONUMENT TOP 0.5' ABOVE GROUND NO IDENTIFICATION N 1267448.4 E 819170.9 FOUND 8"0 CONCRETE MONUMENT WITH RAILROAD SPIKE IN CENTER NO IDENTIFICATION \ N 1270635.9 E 818423.9 A) FOUND 3/4"0 IRON PIPE NO IDENTIFICATION FOUND 3/4"0 IRON PIPE NO IDENTIFICATION (N 45'10'19" E 50.97') SET 4"x4" CONCRETE MONUMENT WITH BRASS DISK STAMPED "CARTER ASSOC. LB 205" N 1269437.1 E 817210.7 / POINT OF BEGINNING OF THE SECOND i DESCRIBED EASEMENT AS RECORDED IN OFFICIAL RECORD BOOK 62, PAGE 255+, PUBLIC RECORDS, INDIAN RIVER COUNTY, FLORIDA. FOUND 4"X4" CONCRETE MONUMENT s TOP BROKEN (S 45'53'44" W. 16.92') FOUND BOAT SPIKE AT POINT OF CURVATURE NO IDENTIFICATION FROM SOOUND NAIL)'S3') 0 FOUND 4"x4" CONCRETE. MONUMENT TOP BROKEN - NO IDENTIFICATION WEST RiGHT-OF-WAY ROSELAND ROAD (N 52-05-53" W. 54.16' FROM FOUND NAIL) FOUND 4"x4" CONCRETE MONUMENT STAMPED "CARTER ASSOC WITH BE SE CORNER RIVER EDGE SUBDIVISION GROUND - NO IDENTIFICATION (N 86.28'29" W, 40.77' FROM FOUND NAIL) N 1265493.1 E 816031.6, Z FLEMING GRANT LINE 1k 54, Fa \ y�.f ROS LAND SET 4"x4" CONCRETE MONUMENT WITH BRASS DISK STAMPED "CARTER ASSOC. LB 205" N 1264174.1 E 822398.2 FOUND 4"X4" CONCRETE MONUMENT PLASTIC CAP STAMPED "LB 4644" POINT OF BEGINNING OF THE THIRD DESCRIBED EASEMENT AS RECORDED iN OFFICIAL RECORD BOOK 62, PAGE 255+, PUBLIC RECORDS, INDIAN RIVER COUNTY, FLORIDA. (S 28'1018" W, 0.59') EASEMENT FOR CONSTRUCTION, USE, MAINTENANCE, OPERATION AND REPAIR OF A DRAINAGE DITCH, AS ECORDED IN BOOK 21, PAGES 107 - 109, OF THE BLIC RECORDS IN THE OFFICE OF THE CLERK OF TH CIRCUIT COURT FO INDIAN RIVER COUNTY, FLORIDA / ND NOTED IN DEED S \ x,l AR. \ § T A/C AIR CON01770NINO M MEASURED AC ACRE MAX MAXIMUM AL ALUMINUM MB MAIL BOX ANC ANCHOR MFAS MEASURED AP ANCHOR POLE MEs MITERED END SECTION APRX APPROXIMATE MH MAN HOLE ASP ASPHALT MHWL MEAN HIGH WATER LINE BE BUFFER EASEMENT MIN MINIMUM BFP BACK FLOW PREVENTOR MN MAGNETIC NAIL BLDC BUILDING MIT MITERED END BLK BLOCK MW MONITORING WELL BM BENCHMARK N&D NAIL AND DISK 60C BACK OF CURB N NAIL BP BRICK PAVERS NA NON -APPLICABLE BOW BACK OF WALK NAM NORTH AMERICAN VERTICAL DATUM BRG BEARING NGVD MA710MAL GEODETIC VERTICAL DATUM BW BARBED WIRE NO NUMBER C&G CURB AND GUTTER NTS NOT TO SCALE C&T CULPEPPER & TERPENING CIA OVERALL CCO cut OU7OFFSET CALCULATED WOVERHEAD EASEMENT CA TV CABLE TELEVISION BOX ONE OVERHEAD ELECTRIC CB CATCH BASIN OHO OVERHEAD UTILITY CBS CONCRETE BLOCK STRUCTURE OR OFFICIAL RECORD CHO CHORD ORB OFFICIAL RECORD BOOK CI CURB INLET P C PROPERTY CORNER CL CENTERLINE /t PROPERTY LINE CLF CHAIN LINK FENCE P PLAT CM CONCRETE MONUMENT PAVE PAVEMENT CMP CORRUGATED METAL PIPE PB PLAT 80OK CO CLEAN OUT PC POINT OF CURVATURE CDR CORNER PCC POINT OF COMPOUND CURVATURE CONC CONCRETE PCO PRESSURE CLEAN OUT (SANITARY) CONST CONSTRUCTION PCP PERMANENT CONTROL POINT COY COVERED PF PLASTIC FENCE CE COVERED ENTRY PC PACE COVP COVERED PORCH PI POINT OF INTERSECTION CPP CONCRETE POWER POLE PK&D PARKER KALON NAIL AND DISK CPPIPE CORRUGATED PLASTC PIPE PK/7T PARKER KALON NAIL AND 77N T48 CS CONCRETE SLAB PLS PROFESSIONAL LAND SURVEYOR d DELTA ANGLE po8 POINT OF BEGINNING D/F CRAIN FIELD POC POINT OF COMMENCEMENT O DEED INFORMATION PP POWER POLE OC D' CURB PRC POINT Or REVERSE CURVATURE DE DRAINAGE EASEMENT PRO PRORATED DISTANCE Ol DROP INLET PROP PROPOSED DIA DIAMETER PRY PERMANENT REFERENCE MONUMENT DIP DUCTILE IRON PIPE PSM PROFESSIONAL SURVEYOR & MAPPER OMH DRAINAGE MANHOLE pSWL PLAS77C SWALE DUE DRAINAGE & UTILITY EASEMENT PT POINT OF TANGENCY EC EDGE OF CONCRETE PUE PRIVATE UTILITY EASEMENT ECP ELECTRICAL CONTROL PANEL PVC POLYVINYL CHLORIDE EL ELEVATION R/C ROD AND CAP ELEC ELECTRIC R/yY RIGHT-OF-WAY £LEY ELEVA7ON RADIUS EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE ENO ENCROACHMENT RGE RANCE EOW EDGE OF WATER RLS REGISTERED LAND SURVEYOR EP EDGE OF PAVEMENT RP RADIUS POINT ESB ELECTRIC SERVICE BOX RR RAILROAD ESM7 EASEMENT RRS RAILROAD SPIKE EXIST EXISTING s//w SIDEWALK EX7 EXTENDED 54N SANITARY SEWER MANHOLE F FENCE SET SOUTHERN BELL TELEPHONE PC F" CURB SEC SECTION FOG FIRE DEPARTMENT CONNEC710N SF SOUARE FEET FECRR FLORVA FAST COAST RAILROAD SHP SHIP SPIKE OR BOLT FFE FINISHED FLOOR ELEVATION 51P STREET LIGHT SUPPORT POLE FH FIRE HYDRANT SMH SANITARY MANHOLE FND FOUND SPC STATE PLANE COORDINATES FOC FACE OF CURB STY STORY POW FACE OF WALK ST S£P77C TANK FPL FLORIDA POWER & LICHT ,SV SANITARY VALVE GA GREEN AREA SWL SWALE CMH GAS MANHOLE TA TOP OF ASPHALT GND GROUND TM IAX ,}TAP GRO GRINDER TMH TELEPHONE MANHOLE HC HEADER CURB TOB TOP OF BANK HOPE HIGH DENSITY POLYETHYLENE TOE TOE OF SLOPE HGW HOG WIRE TP TRAVERSE POINT HW HEADWALL TR TELEPHONE RISER HYO HYDRANT TRANS TRANSFORMER ICV IRRIGATION CONTROL VALVE 73B TRAFFIC SIGNAL BOX ID IDENTIFICATION TT TAN TAB ILL ILLEGIBLE TwP TOWNSHIP INT INTERSECTION TYP TYPICAL INV INVERT U/C UNDER CONSTRUCTION lP IRON PIPE UE UTLITY EASEMENT IP&P IRON PIPE & PLUG UP UTILITY POLE IR IRON ROD UP UTILITY RISER IW IRRICA77ON WELL UW UNDER WATER L LENG7H VT' VALLEY CURB LB LICENSED BUSINESS VLT VAULT LFTS LIFT STA77ON wo WOOD LIVE LAKE MAINTENANCE EASEMENT WL WATER LINE LOC LOCATION WM WATER METER LP LIGHT POLE WP WELL POINT LS LICENSED SURVEYOR WPP WOOD POWER POLE WV WATER VALVE 63 N oz nN ®s it 0. w cv \ w(rw �L II \ Ld t-CC !A \ SET 4"x4" CONCRETE MONUMENT �2 J St 4"x4" CONCRETE MONUMENT;; WITH BRASS DISK STAMPED WI BRASS DISK STAMPED �,:., CARTER ASSOC. LB 205" 1 To " RTER ASSOC. LB 205" N 1262688.0 EXISTING MAINTENANCE Y \ E 820913.5 �666BUDING • FEa21. 9 S� • / �� sue\ ILDING A O ��'1� �9 •a9 FFE-21.50 7r\//Q \ -' M � s \ l \ • / CORNER OBLITERATED FOUND 3"X3" CONCRETE MONUMENT FLOOD ZONE "X" TOP DAMAGED, NO IDENTIFICATION 1 "id'Q "'61, N 1264098.7dop 12 \\ I E 819528.0 *&ft _ .� .. .y J FOUND 1 /2"0 REBAR & CAP STAMPED "CARTER ASSOC." FLEMING GRANT LINE EXISTING ASPHALT ROSELAND SE L L I T E FIELD RUNWAY (NEW OVERLAY) TRACT N O • 2 ` Ilk \ FOUND GREASED STAINLESS FLOOD ZONE "X" FLOOD ZONE "AE" \ STEEL ROD IN SLEEVE /� CPS POINT "SEBAPORT 1989" S / A ON6 CHANNELON S \ ELEVATION 18:00' (NAND 88) S �S. \ (PUBLISHED) `°l p N 1263809.0 � o O Q E 818209.2 '03 X� C) s � FLOOD ZONE "X" I G SEE DETAIL AT RIGHT v v SET 4"x4" CONCRETE MONUMENT SET 4"x4" CONCRETE MONUMENT V POINT OF BEGINNING OF THE FIRST WITH BRASS DISK STAMPED WITH BRASS DISK STAMPED DESCRIBED EASEMENT AS RECORDED "CARTER ASSOC. LB 205" "CARTER ASSOC, LB 205" IN OFFICIAL RECORD BOOK 62. PAGE N 168 4.8 N 16 08.1 255+, PUBLIC RECORDS, INDIAN RIVER E 816804.8 E 816908.1 EASEMENT FOR COUNTY, FLORIDA. FOUND 1/2"0 IRON PIPE ROADWAY PURPOSES (0 / WITH CAP STAMPED SET P-K NAIL & BRASS DISK "W.H.&S. LB #26" STAMPED "CARTER ASSOC. LB 205" (N 64-31*43" E. 2.30') N 1261650.3 � E RIGHT-OF-WAY DATA N 11'57'O2" W 817078.3 i 1 I _----'FOUND 4"X4" CONCRETE MONUMENT STAMPED "PRM RLS #3909" (S 04'19'18" W. 44.95') N-11.1t55'(C) N 44'23'51" W 46.00'(C) w N 11 4T51 � W 1159.63'(D) N 44'21'28" W 46.36'(D) IND ROAD (STATE ROAD > FOUND BOAT SPIKE FOUND 4 X4 (3) 00, FOUND BOAT SPIKE IN CENTERLINE OF ROAD CONCRETE ,MONUMENTS FOUND CONCRETE MONUMENT IN CENTERLINE OF ROAD AT POINT OF TANGENCY STAMPED "PRM RLS #3909" FOUND NAIL IN CENTERLINE "VERTICAL CONTROL DiSK AT POINT OF CURVATURE NO IDENTIFICATION N 44'59'35" E. 198.58') OF ROAD, 0.30' DEEP X 436, 1995" NO IDENTIFICATION N 4S'00'S5" E, 85.51' NO IDENTIFICATION FOUND 1"0 IRON PIPE ELEVATION 13.99' (NAND 1988) FLOOD ZONE "X" N 29'14'03" W, 49.24) NO IDENTIFICATION (PUBLISHED) N 1263935.8 CENTERUNE.DATA (S 77'56'00" W, 39.96') FROM SET CORNER) � E 816633.3 R=5729A5 FLOOD ZONE "AE" L-716;63 ELEVATION 6 D�T09'S8" LEGAL DESCRIPTION: A PARCEL OF LAND LYiNG AND BEING IN THE COUNTY OF INDIAN RIVER, STATE OF FLORIDA. BEING A PORTION OF THE FLEMING GRANT IN TOWNSHIP 31 SOUTH, RANGE 38 EAST, TALLAHASSEE MERIDIAN, FLORIDA, AS SHOWN ON THE SUBDIVISION PLAT OF SAID GRANT RECORDED AT PAGES 72 AND 73 IN PLAT BOOK NO. 1 IN THE PUBLIC RECORDS OF THE COUNTY OF BREVARD, STATE OF FLORIDA. SAID LAND BEING MORE PARTiCULARLY DESCRIBED AS FOLLOWS, TO -WIT - "FROM THE NORTH CORNER OF SECTION 29. FLEMING GRANT, RUN SOUTH 44'25'58" EAST A DISTANCE OF 1501.86 FEET TO A CONCRETE MONUMENT FOR A POINT OF BEGINNING; THENCE SOUTH 4425'58" EAST, 2100.00 FEET; THENCE SOUTH 45'09'04" WEST, 1009.32 FEET; THENCE SOUTH 01'54'57" WEST, 963,48 FEET; THENCE SOUTH 4425:58" EAST, 1137.55 FEET; THENCE SOUTH 45'09'04" WEST, 2100.00 FEET; THENCE NORTH 44'21'28" WEST, 1977.50 FEET; THENCE SOUTH 45'09'04" WEST, 3497.85 FEET; THENCE NORTH 44*21*28" WEST, 46.36 FEET; THENCE NORTH 11'47'58" WEST, 1159.63 FEET; THENCE NORTH 04*37*30" WEST, 5793.60 FEET; THENCE NORTH 4554'02" EAST, 1258.33 FEET. THENCE SOUTH 44'25'58" EAST, 2804.92 FEET; THENCE SOUTH 6739'58" EAST, 759.38 FEET; THENCE NORTH 45'09'04" EAST, 1406.13 FEET TO POINT OF BEGINNING; SUBJECT TO A 33 FOOT RIGHT- OF -WAY FOR ROSELAND ROAD: AND, ALSO, SUBJECT TO THREE EASEMENTS FOR ROADWAY PURPOSES, AS FOLLOWS, TO -WIT - AN EASEMENT IN, ON, OVER AND ACROSS A STRIP OF LAND DESCRIBED AS, COMMENCING AT THE EAST CORNER OF SECTION 29 OF THE FLEMING GRANT, RUN SOUTH 45'09'04" WEST ALONG THE SOUTHEAST LINE OF SECTION 29 FOR A DISTANCE OF 3806.27 FEET TO A POINT; THENCE NORTH 44'21'28" WEST FOR A DISTANCE OF 1977.5 FEET TO A POINT; THENCE SOUTH 45'09'04" WEST FOR A DISTANCE OF 3147.85 FEET TO THE POINT OF BEGINNING OF THE EASEMENT HEREBY DESCRIBED; THENCE CONTINUE SOUTH 4509'04" WEST FOR A DISTANCE OF 340.53 FEET TO A POINT ON THE EAST RIGHT- OF -WAY OF ROSELAND ROAD; THENCE NORTH 11' 47'58" WEST ALONG SAiD RIGHT-OF-WAY LINE FOR A DISTANCE OF 339.74 FEET TO A POINT; BEING ON A MEANDER LINE OF COLLIER CREEK; THENCE RUN NORTH 64'48'04" EAST ALONG SAID MEANDER LINE FOR A DISTANCE OF 56.74 FEET TO A POINT; THENCE SOUTH 57'42'56" EAST ALONG SAID MEANDER LINE FOR A DISTANCE OF 40.55 FEET TO A POINT; THENCE SOUTH 80'58'56" EAST ALONG MEANDER LINE FOR A DISTANCE OF 30.43 FEET TO A POINT; THENCE SOUTH 14'51'04" WEST ALONG MEANDER LINE FOR A DISTANCE OF 55.20 FEET TO A POINT; THENCE NORTH 66'18'04" EAST ALONG MEANDER LINE FOR A DISTANCE OF 63.40 FEET TO A POINT, THENCE SOUTH 03*06*04" WEST ALONG MEANDER LINE FOR A DISTANCE OF 73.50 FEET TO A POINT; THENCE NORTH 49'29'04" EAST ALONG MEANDER LINE FOR A DISTANCE OF 43.80 FEET TO A POINT; THENCE NORTH 20'55'04" EAST ALONG MEANDER LINE FOR A DISTANCE OF 44.25 FEET TO A POINT; THENCE SOUTH 59,39,56" ALONG SAiD MEANDER LINE FOR A DISTANCE OF 114.0 FEET TO THE END OF MEANDER LINE AT THE POINT OF BEGINNING, PLUS THE LAND APPROXIMATELY 10 FEET NORTH OF AND PARALLEL TO SAID MEANDER LINE, BEING 1/2 OF THE PRESENT WIDTH OF COLLIER CREEK. COMPRISING 1.29 ACRES, AN EASEMENT iN, ON, OVER AND ACROSS A STRIP OF LAND DESCRIBED AS, COMMENCING AT THE NORTH CORNER OF SECTION 29. FLEMING GRANT, RUN NORTH 44' 25'58" WEST ALONG NORTHEAST LINE OF SECTION 22 FOR A DISTANCE OF 1980.0 FEET TO A POINT. THENCE SOUTH 45'54'02" WEST FOR A DISTANCE OF 1706.10 FEET TO A CONCRETE MONUMENT BEING THE POINT OF BEGINNING OF THE EASEMENT HEREBY DESCRIBED, THENCE SOUTH 4425'58" EAST FOR A DISTANCE OF 100.00 FEET TO A POINT; THENCE SOUTH 45'54'02" WEST FOR A DISTANCE OF 1340.68 FEET TO THE CENTERLINE OF ROSELAND ROAD; THENCE NORTH 04*3'r30* WEST FOR 129.66 FEET TO A POINT; THENCE: NORTH 45'54'02" EAST FOR A DISTANCE OF 1258.33 FEET TO THE POINT OF BEGINNING. COMPRISING 2.961 ACRES, LESS HOWEVER, 33.0 FEET FOR ROSELAND ROAD RIGHT-OF-WAY. AN EASEMENT IN, ON, OVER AND ACROSS A STRIP OF LAND DESCRIBED AS. COMMENCING AT THE EAST CORNER OF SECTION 29 FLEMING GRANT AND RUN SOUTH 45 09'04" WEST ALONG FLEMING, GRANT LINE FOR A DISTANCE OF 1706.27 FEET TO A CONCRETE MONUMENT, BEING THE POINT OF BEGINNING OF THE EASEMENT HEREBY DESCRIBED, THENCE CONTINUE SOUTH 45'09'O4" WEST ALONG SAID GRANT LINE FOR A DiSTANCE OF 2100.0 FEET TO A POINT; THENCE NORTH 44`21'28" WEST FOR A DISTANCE OF 100.0 FEET; THENCE NORTH 45'09'04" EAST 2100.0 FEET TO A POINT; THENCE SOUTH 4425'58" EAST FOR 100.0 FEET TO POINT OF BEGINNING. COMPRISING 4.82 ACRES. AND, SUBJECT, ALSO, TO AN EASEMENT FOR THE CONSTRUCTION, USE, MAINTENANCE, OPERATION AND REPAIR OF A DRAINAGE DITCH, SAID,EASEMENT BEING CONFINED TO THE FOLLOWING DESCRIBED LAND. TO -WIT: RUNNING ALONG THE SOUTHEASTERLY LINE OF ROSELAND SATELLITE FIELD IN INDIAN RIVER COUNTY, FLORIDA. COMPRISING THAT PART OF THE SOUTHEASTERLY 40 FEET OF SECTIONS 28 AND 29 OF THE FLEMING GRANT, COMMENCING AT THE EAST CORNER OF ROSELAND SATELLITE FIELD AND THENCE RUNNING SOUTHWESTERLY A DISTANCE OF 6300 FEET. MORE OR LESS. TO THE COLLIER CREEK: SAID EASEMENT HAVING BEEN GRANTED ON AUGUST 12, 1957 BY THE UNITED STATES OF AMERICA TO CYPRESS GARDENS ESTATES CORPORATION BY AN INSTRUMENT RECORDED AT PAGES 107, 108,109 OF BOOK 21 OF THE PUBLIC RECORDS IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT FOR INDIAN RIVER COUNTY, FLORIDA. SUBJECT, HOWEVER, TO ALL EXISTING EASEMENTS AND RIGHTS -OF -WAY FOR ROADS, HIGHWAYS, RAILROADS, PIPELINES, PUBLIC UTILITIES AND DRAINAGE DITCHES." (DERSCRIPTION SHOWN IN QUOTES PER QUITCLAIM DEED OFFICIAL RECORD BOOK 62, PAGES 255 - 257, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. RECORDED FEBRUARY 25, 1959, 1:16 P.M.) FIELD DATES: 02/12/09, 05/13/09 SYMBOL LEGEND J0 POWER POLE TELEPHONE RiSER WATER METER �i CONCRETE POWER POLE EXISTING ELEVATION p CONCRETE MONUMENT ® SET ROD & CAP LB# 4942, UNLESS OTHERWISE NOTED ® FOUND MARKER AS NOTED A DELTA ANGLE <-- GUY ANCHOR PROPOSED ELEVATION ® SANITARY MANHOLE (�} DRAINAGE MANHOLE (4:1 SLOPES ARE MAXIMUM) ADDRESS: SEBASTIAN, FLORIDA NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. LINE WORK IS TAKEN FROM A BOUNDARY SURVEY PERFORMED BY CARTER ASSOCIATES, INC.. DRAWING No. 15925-C, DATED SEPTEMBER 2000. LEGAL DESCRIPTION PROVIDED BY CLIENT. ELEVATIONS ARE IN FEET AND BASED ON CONTROL MONUMENTS. "SEBAPORT 1989", ELEVATIONa18.00 NGVD 1988 AND "L 227 1965". ELEVATION 19.79 NAVD 1988. PROPERTY LIES IN F.I.R.M. ZONE "X'. AS SHOWN ON PANEL 120123-0076E..DATED 6/30/99. FLOOD ZONES ARE APPROXIMATE AS TAKEN FROM A BOUNDARY SURVEY PERFORMED BY CARTER ASSOCIATES, INC.. DRAWING No. 15925-C. DATED SEPTEMBER 2000. iN ACCORDANCE WITH CHAPTER 61G17-6.003, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY NOT VA WITHOUT THE SIGNATURE TH 0 LID O SIG E AND E ORIGINAWn,0?A1Sr„DR SENT. "0 FLORIDA LICENSED SURVEYOR AND MAPPER. .� CERTIFIED TO: AARENS COMPANIES 2-7 City Of wr. l?,A dlIDg ID'a pArtr SURVEYORS CERTIFICATE: ?3' i5 t Z I HEREBY CERTIFY THAT THIS SPECIAL PURPOSE ASBUILT SURVEY AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A FIELD . S:WRVEY PREPARED UNDER MY RESPONSIBLE- CWAROC:'AND•.(S ACCURATE lit"THE BEST OF MY KNOWLEDGE AND BELIEF. SAID` SURVEY'• MCM T14E MINIMUM•�TECHNICAL STANDARDS AS SET FORTH BY. HiES'FL'ORFD4•SOAR6-0O -,PROFESSIONAL SURVEYORS AND MAPPERS �"I C-RA#.r:tf;:61G347-6, ,PILORiQA �ADMINiSTRATWE CODE, PURSUANT TO SECTION 472:�2 keLDA STi411tTES" ROBERT F KEMERSON PROFESS[ONAL SURVEYOR -AND> MAPPER t ( STATE 017, FLORIDA- (PSM)O 6285 JOB # 08-093 ry V) QL Lv Q Z VL I rL 4 CL Of .0 Q t � WJ W Z I ry LcJ _< 0 Q Lv cl- V) 1 _ < ■ y 0 © Of r O ry Z r,.r I <C < LL 0- Z 0 < W 0 0 o ry L><J Q �i (Ly �/ / ieZ �QQlS a Z9 co tea V) U Q `LU g LL o 04 Q O a } Qmo 0. LIJ LLI a-- In Q © cQ Li 0 1 0000 � z O W �� x rLL � v� _Z 00 A - W 0 ' W o-Q� (D W Q U LL m „ m O z Z Y II 1iI f 3� V SKEET NO.: 1 OF : W ----- CONIC / � \ � � W ��%T� !� .yam �� � .��' ct� \ i OPEN ASSREY/AT/G1VS W LL- Q ASPN Ai_ M MEASURE ACC AIR ACRE ONOITIONhVG MAX MAXIMUMD C i - AL ALUMINUM MR MAIL BOX Q ANC ANCHOR MEAS MEASURED O O AP ANCHOR POLE MES MITERED END SECTION / 3Y6 r ONC APRX APPROXIMATE MH MAN HOLE WL CON, ASP ASPHALT MHMEAN HIGH WATER LINE �/S Oh v BE BUFFER, EASEMENT MIN MINIMUM BFP BACK FLOW PREVEM OR MN MAGNETIC NAIL iy BLDG BWLDINO Mir MITERED END /� LL 3� �E BM BENCHMARK N&D NAIL I ANDING DISK \� v CONIC -' BOC BACK OF CURB N NAIL V l \ •.. � \ F es. _ - A � r �. BBP OW BACKK OF WALNA NON -APPLICABLE K ii K NAVD NORTH AMERICAN VERTICAL DATUM {•�� BRG BEARING NGVD NATIONAL GEODETIC VERTICAL DATUM W W .I DL• �� BW BARBED WIRE NO NUMBER \ - C(3 3X3 C&C CURB AND GUTTER NIS NOT TO SCALE N OATC `•g, CO!vC CET CULP£PPER .$ TERPENING CUT OUT O/A OVERALL OFFSET , J G.L r�y/ GA UMP c SOS, q CO IN C� CALCULATED DE OVERHE40 EASEMENT r n•; iii��>. 1X5 CONIC♦ p /� \ �L NC gfl gh ql CAN CABLE TELEWSION 90X OHE OVERHEAD ELECTRIC < \ •c r. ' CB CATCH �BASIN OHU OVERHEAD UTILITY _ � V S CBS CONCRETE BLOCK STRUCTURE OROFFICIAL RECORD "OMEN rl yOG �DL CHD CHORD Nr ORB OFFICIAL RECORD BOOR �`,. �� Cl CURB INLET P/C PROPERTY CORNER U Cl C£NTERUNE P/l PROPERTY LINE ONG yh DL.'4 �''� CLF CHAIN LINK FENCE P PLAT W COiXt IN, `ss �"�- 6 �' `� I CM CONCRETE MONUMENT PAVE PAVEMENT �� 02 J v •O>, O / CMP CORRUGATED METAL PIPE FIB PLAT BODK \ ` CO CLEAN OUT PC POINT OF CURVATURE Al U.hu oh .. t / COR CORNER PoC POINT OF COMPOUND CURVATURE CONIC CONCRETE PCO PRESSURE CLEAN OUT (SANITAPY) r n \ - DL CONST CONSTRUCTION V / ESB`YO / / COV COVERED pr PCP PERMANENT CONTROL POINT Cr �� CO IN ♦ '�4`CL .y f // C£ COVERED ENTRY PG PACE DC FENCE 1 j t58 Xi CONIC 6't0 8 . % COVP COVERED PORCH \ j P/ POINT OF INTERSECTION CPP CONCRETE POWER POLE PK/TT PARKER KALON NAIL AND TIN TAB CPPlPE CORRUGATED PLASTIC PIPE PK&'D PARKER KALON NA2 AND DISK \ n ? F �?�/Sa �'' DL \ / A DELTA ANGLEETE PLS PROFESSIONAL LAND SURVEYOR O /` j- //,I - Iy / ROB POINT OF BEGINNING Z u+_ ' V / DIE DRAIN FIELD POC POINT OF COMMENCEMENT �� -, �i v D DEED INFORMATION \� 0 G/ !�/ ��/ Po D" CURB PP POWER POLE DE DRAINAGE EASEMENT PRC POINT OF RORATED DIsANbERSE CURVAT CURVATURE PRO P DI DROP INLET PROP PROPOSED DIA DIAMETER FIRM PERMANENT .REFERENCE MONUMENTDIP DUCTILE ♦ \ Tay / // MAHPROFESSIONALIPE PSM SURVEYOR &MAPPER MANHOLE PM PLASWALEDMH DRAINAGE/ DUE DRAINAGE & CONCRETE EASEMENT r k LP �O C P POINT OF TANGENCY / EC EDGE OF CONCRETE PVC PRIVATE L CHLORIDE ID EME%JT r 13 64� � / / `y� ECP ELECTRICAL CONTROL PANEL PVC POLYVINYL CHLORIDE \ CO IN CONIC 790 /' // - ELEV ELEVATION R W RADIUSOF-WAY R/C ROD AND CAP O ELEC ELECTRIC 1d ry 1xi CONC♦ <� .. EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE y ENC ENCROACHMENT RGE RANGE \ \ GREASE TRAPv'6c. O 3X3 CO IN EOW O V , ESS ELECTRIC SERVICE BOX RR AA ROADE OF WATER RLS Po LAND SURVEYOR O O CONIC ?Xt CONIC O y / EP EDGE OF PAVEMENT RP RADIUS POINT / ESMT EASEMENT RRS RAILROAD SPIKE Z 5x5.5Z r OIL INTERCEPTOR CONc o CONc ''per ,'/ ,yy / EXIST EXISTING 0 /S/W SIDEWALK INV EL = 15.22 , _ n MANHOLE F FENCE SB7 SOUTHERN 5AN SANITARY BELL GCR TELEPHONE < �y p op9 j FC F" CURB TOP EL - 21r58 r ? 6 , / / SF SOVARE FEET ♦ OP I� ? rG FOC flRf DEPARTMENT CONNECTION .� {� /S• <o SECTION CO IN RISER -X?5 CONIC O / / FECRR FLORIDA EAST COAST .RAILROAD w \ INV EL 20.6S SHP SHIP SPIKE T SUPPORT M S 6 ?Xi CONIC: GENERATOR SLP STREET LIGHT SUPPORT POLE / _ \ FFE FINISHED FLOOR ELEVATION f +� LIP INV EL '� 15.30 - �'tr^n / /f / END FOUND SYN Y MANHOLE SPC STATE P NE COORDINATES OF� f' / / FOC FACE OF CURB STY STORY < - FOW FACE OF WALK Sr SANITC TANK \ 2X2 J• 3X3 /,I, / FPL FLORIDA POWER & LIGHT Sit SANITARY VALVE .r CONC CONIC CONC ---'� �/ GA GREEN AREA SWL SWALE ���yyyyyy -\ ✓ / ❑L Q /'- - i �` / GMH GAS MANHOLE TA TOP OF ASPHALTGIV, i \ ' INV EL = 17.80 EXIST / ORD GROUND TM TAX MAP U 6.IV1 rr- I INV 17. / / GRD GRANDER TMH TELEPHONE MANHOLE �rJ > WELL tCV INV= i %. �12 J / HC HEADER CURB TOE TOP OF BANK \ ✓ \ / / J / HOPE HIGH DENSITY POLYETHYLENE TOE TOE OF SLOPE . A O \ t. • / / / HW HEADWALL HOC WRE 7P TRAVERSE PRINT V /\ f 2X2 CONIC // PP7_ / / HYD HYDRANT TIP TELEPHONE RISER / ` / ° ICV IRRIGATION CONTROL VALVE TRANS TRANSFORMER CO IN C I 1 = TSB TTr IN TAB SIGNAL BOX \ \ - �/ l /LV TWP TOWNSHIP \ \ \ Y \ f y iX' CONIC / S•. / VC, ID IDENTIFICATION TYP 7YPICAE dd AU L? y ILL fLLEGIBLf G IN' INTERSECTION INV INVERT U/C UNDER CONSTRUCTION �\� �/✓ Off: / \ 'QCA ® / IP IRON PIPE UE UTILITY EASEMENT /'� _ j / ° / IP&P IRON PIPE It PLUG UP UTILITY POLE O A'Y LP } `\ Nl��/i- NV EL - 3.81 // L / W IRRIGATIIR IRON ON WELL UR UTILITY WAER I �. 7 UW UNDER WATER O P , / L LENGTH VC VALLEY CURB J 1- VLT VAULT \�� \ 1O� �� \ t.? ;y O 8 // ♦ / /l'�1. 4X5 All L� LICENSEDco w0 W000 �, / INV= I i . _Q LME LAKE MAINTENANCE EASEMENT �\ 2X21 CON ? WL WATER LINE 17. 53 1 \ / : I J y LPC UGCMrROLE Wp WELL POINT R \ LS L/C£NSED JJ SURVEYOR \ \ YQLI O `l // J Q\\ ^ _ WPP WOOD POWER POLE FOS \_ �'�� WV WATER VALVE _ rSB � LP O R r ' . O / �- .aq zO5 CO• � 6 CO 1NV 19.74 r..: �� - 4xs✓�,ON�_ /DNr � ^, o r ` � /Mf-'AL LiL a TOP EL = 21.16 f���j� >> / _ / /' �� �0& ( _ � W ~- -- _, _ IMV/ EL - 1 .68 y c G f Cf} ------ --- - INV EL 20.01sy•, / f z f / CIO ` C/,!� OPEN //�076 f \ (y/ A ------------------------------ \ �A � � D. a � j ,�O / ASPHALT 10 .003 e �4 �p _.. \ 6 �O�o HYDRANT \ Oy ti oy jl� `•18O °° "° MOUND � �+ E< O / rCLEAN ��'� ,.NV EL = 15.22 �"?g c'O TDP=17.54 / YARD DRAIN TOP EL = 21.51 O,p0 �*1 �� c,'loO ( GRAQ=2,.99 j 2 p INV f EL = 19.20 lei, / . �6O '8 / ��� � SOIL LOG .� OCATION "✓ e 8 $ �� o TOP -23.2 OP N A �PNALf z O m © - OPEN - , ASPHALT - TOP=17.9 / Syr ROCK', o a a 3X3 CONC / , COMPOi v o TOE NW TOP= 7.77� - a 6 o° - SE TOR=17.95 S` T>EWDDDDVEaRS�Ow ��/ r 1 // W g' �3Y<P©vGY ` TOP=17.74 �,` 4 EF r0 / \ oPnc1>� RADIe w q .. RISER G7 <`J OH�'P. I- O FLANGE=21.51 \ \ J ee + �� ,(+ fl ° o r 2 • A`,>8 _ TOP 7.82 L. �oe� s m - L - -��- - / lOO ��F5X4PL GONG - - - \ , 1rP CLEAN FPE TDP `EL = 21.40 c� y, 6T� '�� ANEL os r eox UP 0 , 'INV EL = 19.10 \ ✓ CIO / c<� �j (4:1 SLOPES ARE MAXIMUM) • r CLEANOUT L/ EP - - - - - � -- -- ` \TOP EL 21,10 �j o \ INV EL = 18.85 '`� � __ z ____----- p n _ ---- INV EL = 15 ASPHALT DIRT ----- _ DRIVE _ - W wry ____--- r� 0) - _ ���-_,___ _I 'tto GRATE EL - 19.95 -' w o c (W) INV. EL = 16,51 i F s' CLF GRATE EL=T19.48 (E) INV. EL = 17,75 % y w I Q , (10'&181> INV. EL = 16.22 �� �0000 INV. EL = 18.55 ` O x / \ Z w11� �� O O n -r ��o�„• � coAF�L I� � Z N ✓c \ � W O Li..1 ✓G, \ / TO \ / GRINDER \ Y w wch /1 � ALARM & co �i � \` J� � Q M t� •d m a 'n a w U �C' m Z O J tQ M Z V o \ m a:n c� w I O V) o � o U / SHEET NO.: z JOB # 08-093 SYMBOL LEGEND POWER POLE � TELEPHONE RISER WATER METER J� +�ONCREtE POWER POLE e'� EXISTING ELEVATION p CONCREtE MONUMENT Q SET ROD &CAP LBO 4942. UNLESS OTHERWISE NOTED ♦ FOUND MARKER AS NOTED � DELTA ANGLE E- GUY ANCHOR PROPOSED ELEVATION SANITARY MANHOLE (� DRAINAGE MANHOLE .4HRENS COMPANIES May 20, 2009 To Whom It May Concern City of Sebastian Hangar Building -A Sebastian Municipal Airport, FL 32958 RE: Hangar Building -A Sebastian Municipal, FL 32958 Permit # 08-001822 Certificate - Pre -Engineered Metal Building Dear Sir, This correspondence addresses the certification of the Pre-Eng Metal Building construction of Boat Storage Facilities for Palm Beach Marina, Inc. This is to inform you that Ahrens Companies has reviewed the building plans and performed a site visual inspection according to approved signed & sealed permit and construction plans designed and provided by United Structures of America, USA Job# 37430-1008: L1, L2, E1, E2, E3, E4, E5, E6, ET E8, E9, E10, E11, E12, E13, F1, F2 and F3 dated February 3, 2009. From the information collected from our site visit, we find that all aspects of this pre-engineered metal Building conform to the Approved Plans and the standards of the industry. We trust this information contained herein helps you and if you have any questions please do not hesitate to contact us. Yours sincerely, AHRENS COMPANIES C C Xuan Chen, P.E. FL Registration #58578 F:\.SEBASTIAN MUNICIPAL AIRP01 City of Sebastian Building <` C 1461 Kinetic Road, Lake Park, FL 33403-1911 Office (561) 863-9004 Fax (561) 863-9007 Contractor License # CBC006515 Architect License # AA26000694 LftTHE LPA GROUP INCORPORATED Transportation Consultants 615 CRESCENT EXECUTIVE COURT ■ SUITE 200 ■ LAKE MARY, FLORIDA 32746-2146 ■ 407-306-0200 ■ FAX 407-306-0460 August 6, 2009 Mr. Wayne Eseltine Director / Building Official City of Sebastian 1225 Main Street Sebastian, Florida 32958 Subject: Sebastian Municipal Airport Hangar A ONYX DBS Series Check Valve Dear Mr. Eseltine: Enclosed, please find three (3) full-size signed and sealed plan sheets. The drawing was revised to show the 12-inch ONYX DBS Series check valve. The 12-inch flow numbers work according to the manufacturer specifications. If you have any questions or need additional information, please contact me at (407) 306-0200. Sincerely, TH LPA GROUP INCORPORATED Robe//*re Project Manager cc: Joe Griffin (City of Sebastian) File (TA412026.lh) ATLANTA ■ BALTIMORE ■ BATON ROUGE ■ CHARLOTTE ■ COLUMBIA ■ FALLS CHURCH ■ GREENSBORO ■ IRVINE ■ JACKSONVILLE ■ KENNESAW ■ KNOXVILLE LITTLE ROCK ■ MOBILE ■ NASHVILLE ■ OCEAN SPRINGS ■ ORLANDO ■ RALEIGH ■ SARASOTA ■ TALLAHASSEE ■ TAMPA ■ WEST PALM BEACH SM 10 i Series 35=1 ► Etcentric flat bottom design ► Iuegral, all -rubber flange ► htweight, all-elastomer design No-orter length in sizes 42" and larger s of Construction Hypalon®, Buna-N, EPDM, Viton® . up Rings ized steel or stainless steel. The t-bottom Series 35-1 feature an integral rub r flange, allowing them to be mounted to flan outfall pipes or directly to headwalls whe the pipe is flush. The Range size drilling conforms to ANSI B 12 jChValve lass 150#, or can be constructed with 32 and other standards. The Series 35 is furnished complete with steel or steel backup rings for installation. The eries 35-1 is often a direct replacement for ged flapgates. Hinge pins rust and cor- rod not routinely lubricated, causing the flap to hang open and allow backflow. Small deb that collects in the seating area of the valy will also keep the flapper open. Tideflex® Seri 35-1 valves 18" and larger are constructed with curved bill as standard. Dimensions are subject to change due to customized construction Series TF=1 ► Ideal for manhole installations ► Minimal bottom clearance required ► lightweight, all-elastomer design ► Seals around small solids ► Available in slip-on or flanged design Materials of Construction Neoprene, Hypalon®, Buna-N, EPOM, Wton®. Mounting Bands 304 or 316 Stainless steel The TF-1 is designed for installation in eidsting structures such as interceptors, manholes and vaults where the invert of the pipe is close to the floor. The flat -bottom and offset -bill design of the TF-1 allows it to be installed without any modifications to the structure. 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Ln o U') N N r- O (409d) SSOlaV3H 0 ti 0 LO Or"` OE .,�■ E CL 0 00 MJ U. 0 N 0 .4HRENS COMPANIES January 9, 2009 Mr. Wayne Eseltine, C.B.O. Building Director City of Sebastian 1225 Main Street Sebastian, FL 32958 RE: Sebastian Airport Hangar LoPresti Speed Merchants Permit No. 80001512 Comment Response Letter Dear Mr. Eseltine: VIA FACSIMILE AND U.S.P.S. MAIL REVIEWED AMCE `7 Date: 73c c7 By: GJ City of Sebastian Building ftarftmt This letter will serve as response to all comments, which are individually addressed as follows: 1. Wind loads shown on plans and metal building manufacturer's specifications are designed for 140 mph exposure-B. FBC sect. 1609.4 calls for the building to be exposure-C when adjacent to exposure-C type terrain for a distance of more than 600 ft. Response: This has been corrected. $fe attached letter from our structural engineer. 2. A special inspector is required for the inspection of the structural steel building components including any screwed, bolted and/or welded connections. Please submit a sealed letter of intent from the engineer or architect who will be performing these duties. A final certification will be required prior to the final building inspection. All other inspections will be performed by the Sebastian Building Department. Response: Item acknowledged. See attached letter from our structural engineer. 3. Steel building shop drawings did not include the covered walkway. The plans and specifications for this structure will be required to be submitted for approval prior to installation. 1461 Kinetic Road, Lake Park, FL 33403-1911 Office (561) 863-9004 Fax (561) 863-9007 Contractor License # CBC006515 Architect License # AA26000694 Page 2 City of Sebastian Comment Response Letter Response: The covered walkway is supplied via a separate manufacturer. These shop drawings shall be submitted under separate cover and shall be engineered, signed and sealed and be designed to 135 m.p.h. Exposure C wind loads. As discussed, this shall not delay the issuance of the building permit. 4. Detail 1 sheet 305 for 1 hr. wall shows drywall to be screwed to top track and pressed tight against the insulation. The insulation is a flammable material that should not be part of the fire rated assembly. Need to follow the U.L. design shown with detail 4 sheet 304 and provide details on how the assembly will be sealed against the corrugated roof deck. Please clarify. Response: As discussed, the grinding/sanding room is actually not required to be 1-hour rated per code. We were proposing this as an additional safety feature. Since not actually required, we would like to keep this design as presently shown. 5. Product approvals are required for exhaust and intake louvers. Plan sheet 302 shows Ruskin product approval 06-0602.04 in product approval schedule but this was not submitted. Response: Louver product approvals sf pll be submitted under separate cover, but as agreed, will not delay issuance of the building permit. 6. Plans appear to show the intake louvers installed in the large overhead hangar door. We have not received product approval for the overhead door to date. However, unless the door is designed with louvers in the door, installing the louvers in the door may void the product approval unless the door was specifically engineered and tested for that purpose. Response: Hangar door approvals shall also be submitted under separate cover and shall be engineered to incorporate the proposed louvers. This will not void the wind requirements for this door. Page 3 City of Sebastian Comment Response Letter 7. Details and specifications will be required for owner's storage booths and paint booths prior to installation. Separate permits and submittals will be required for the following: - Sprinkler System - Fire Alarm - Paint Booth by owner - Storage containers - by owner All details and specifications shall be submitted for City review for all owner - supplied equipment and shall receive separate permits. We acknowledge the requirement for separate permits for the fire sprinklers, fire alarm, paint booth, etc. Thank you for your cooperation and please call if you have any questions. Sincerely, AHRENS COMPANIES �2� Celentano Vice President Attachments: 1. Permit Comments 2. Wind Load Letter 3. Special Inspector letter .4HRENS COMPANIES January 9, 2009 Mr. Wayne Eseltine, C.B.O. Building Director City of Sebastian 1225 Main Street Sebastian, FL 32958 RE: Sebastian Airport Hangar LoPresti Speed Merchants Permit No. 80001512 Wind Load Letter Dear Mr. Eseltine: VIA FACSIMILE AND U.S.P.S. MAIL IF Date: By: City of Sebastian Building Deporhneot This letter serves as formal notification that this facility is now designed and shall be constructed to meet 135 m.p.h. wind load, Exposure C as required by FBC Section 1609.4. This applies to the entire structure, including the pre-engineered metal building, hangar door, walkway canopy, foundation and all exterior envelope components. This letter now prevails in lieu of the original permit documents which call for 140 m.p.h. Exposure B. As discussed, we shall modify the drawings, but this revision shall not be required to be re -submitted. Thank you for your cooperation and please call if you have any questions. Sincerely, AHRENS COMPANIES Ck Xuan Chen, P.E. Florida License # 58578 1461 Kinetic Road, Lake Park, FL 33403-1911 Office (561) 863-9004 Fax (561) 863-9007 Contractor License # CBC006515 Architect License # AA26000694 .4HRENS COMPANIES January 9, 2009 Mr. Wayne Eseltine, C.B.O. Building Director City of Sebastian 1225 Main Street Sebastian, FL 32958 RE: Sebastian Airport Hangar LoPresti Speed Merchants Permit No. 80001512 VIA FACSIMILE AND U.S.P.S. MAIL L'L. Special Inspector Letter of Intent Daft15° By: Dear Mr. Eseltine: City of Sebastian BuDdi ft Department This letter serves as certification that I, Xuan Chen, P.E., shall serve as Special Inspector for this project regarding the following disciplines: 1. Complete structural steel building certification including all bolted connections and erection based on manufacturer's shop drawings. Final inspection report as required and final certification shall be submitted to the building department prior to final building inspection. Thank you for your cooperation and please call if you have any questions. Sincerely, AHRENS COMPANIES Xuan Chen, E. Florida License # 58578 1461 Kinetic Road, Lake Park, FL 33403-1911 Office (561) 863-9004 Fax (561) 863-9007 Contractor License # CBC006515 Architect License # AA26000694 AHRENS COMPANIES January 20, 2009 Lieutenant Richard Marini Fire Inspector/Plan Reviewer Indian River County Fire and Life Safety Bureau 1800 27th Street Vero Beach, FL 32960 RE: Permit Number 2008120047 Sebastian Hangar A 202 Airport Drive Sebastian Airport Comment Response Letter Dear Lieutenant Marini: VIA FACSIMILE 1-772-978-1848 AND U.S.P.S. This letter will serve as response to your comments which are individually addressed follows: ,G 1. Item acknowledged. Plans from Delta Fire Sprinkler have already been submitted to the Building Department and released to us by Wayne Eseltine. As soon as we receive the plan review fee for IRC Fire Rescue, they will be submitted to your department. 2. The Digital Alarm Communication Transmitter is now shown on sheet 701, fire alarm plan. 3. The high level alarm indicator is now shown on the fire alarm plan, sheet 701. This is required for the oil / water separator for daily operations, not the emergency situation in case of fire. The cut-off valve is initiated when the fire sprinklers are activated as shown on the sequence of operations matrix. 4. The trench drain piping from the trench to the separator has been changed to cast iron as requested. Please see revised sheet 501-plumbing plan. 5. Sheets LS-2 (Life Safety Plan) and 301 (Floor Plan) show six (6) 2A10BC fire extinguishers as required. 1461 Kinetic Road, Lake Park, FL 33403-1911 Office (561) 863-9004 Fax (561) 863-9007 Contractor License # CBC006515 Architect License # AA26000694 6. We acknowledge the requirement for a separate permit for the paint booth. Per Wayne Eseltine, this requirement shall not delay the issuance of the main building permit. 7. Fire sprinkler specification manuals and calculations shall be provided with Delta Fire Sprinkler's submittals. Please see attached specifications for oil / water separator. This should address all concerns at this time. Thank you for your cooperation and please call if you have any questions. Sincerely, MANSNLCele;nZtano' COMP regory Vice President Attachments: 1. Three (3) sets revised sheets 501 and 701. 2. Oil / water separator specifications Specification Drainage Engineering Guide WWW.ZUM.COM ace SMq a b �nrrs �c FIAI.�:; Page No. Index.................................... 1 Index...................................... 1 .......................................... 2 How Zum Op Interceptor Operates .................... 2 Considerations ............................. 2 Suing............................................ 2 Flow....................................... 3 Y....... .................................... 3 Draw -Of ................................. 3 How Set Adjustable Draw-Olf ......................... 3 Typical Installation ................................... 4 Z11 and Z1188-ST Series Zum Engineered Oil rceptors with Itegrai Storage Tank ............... 5-7 Z1187 and Sediment Interceptor Ope and Maintenance instrucAlons ................. 8 Z1189 it and Sediment Interceptor and Maintenance Instructions ................. 8 Z1194 I Level Sensor Operation and ante Instructions ........................... 9-11 Z1196 Z1198 01 Intwrceptor with Oil Level Sensor and Maintenance Inductions ............... 11-13 Z1198 Capacity Oil Interceptor with Oil Level Sensor Pit Example .............................. 13 land Variations ............................... 14 Descriptions .............................. 15-24 Chem Rasistance Charts ......................... 25-26 M and Knishes ............................... 27 *a1�r MWD=~SYMMUMMVMWQTBWDKIOMRn=MMMBKPA 1WW MW 8/4/W56-M MX 8fy45#-IM VMMwwwnmmn