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Home My WebLink AboutSUBMITTED PAPERS�\�BOARD OF COUNTY ! COMMISSIONERS t JL�E COG COMMUNITY DEVELOPMENT .'`�OR10P• ADMINISTRATOR TERRY L. VIRTA, AICP July 28, 1993 Mr. James P. Terpening, P.E. Culpepper & Terpening, Inc. 805 Virginia Avenue Fort Pierce, Fl 34954 Subject: The Mellon Patch Inn - Impact Fee Dear Butch: Thank you for your letter of July 22,1993. As we previously discussed, we also believe that the minimum trip generation rate to of ITE code 220,_Apartments, Post 1973 will approximate the proposed use. Based on ths�trip generation rate, we agree that the impact fee-of-$4139.00, as you propose`d`d, s cogre t., fhis fee must be paid at the time a building If I can answer any questions, please let me know. Sincerely, David P. Kelly Planner cc: Cheri Fitzgerald Arthur Mellon DPK,H:\WP\COND_USE\MELONIMP.FEE a HP.sc R1 L. FENN, District No. 1 • JUDY CULPEPPER, District No. 2 • DENNY GREEN, District No. 9 • R. DALE TREFELNER. District No. 4 • CLIFF RARNE5, District No. 5 4 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Adminisrroror. (407) 468-1590 O Growth Management. (407) 468-1550 • Planning: (407) 468-1576 Codes Compliance: (407) 468-1571 ti DEPARTMENT OF COMMUNITY DEVELOPMENT CODE COMPLIANCE DIVISION MEMORANDUM TO: Growth Management Director Building Codes Supervisor FROM: Code Compliance Director J DATE: August 3, 1993 RE: Mellon Patch Inn - PR# 31346 As a result of some possible drainage problems, Tom Pastore from the County Engineer's Office has asked that the permit' for the referenced project not be issued until these problems can be rectified. Please see that the permit application is put on hold accordingly until I or the County Engineer's Office has released it. 1J" cc: Community Developme t Administrator 7 I Jan Urso Barbara Hylan , Tom Pastore L�A A e-A- BOARD OF COUNTY COMMISSIONERS Mr. Richard Ladyko, P.E. Culpepper & Terpening, Inc. P.O. Box 1449 Ft. Pierce, FL 34952 PUBLIC WORKS DEPARTMENT July 20, 1993 Subject: Mellon Patch Inn - Stormwater Management Permit Application Dear Mr. Ladyko: Enclosed is a copy of the above mentioned project marked "not approved". Please be advised that our division will approve this plan once the following items have been satisfactorily addressed: 1) An on -site visit indicates that the building pad construction has created considerable sediment runoff. Please add a note to the plans to ensure that erosion control and sediment protection will be addressed. 2) Please provide typical cross sections of the project's perimeter to ensure that the adjacent properties will not be adversely impacted. 3) Noting the historical drainage flows on and surrounding this site, how will the off -site flows, (specifically north A-1-A) be addressed? 4) An on -site visit indicates that there was standing water in the area of the proposed retention area revealing that the underlying soils are not conducive'to excellent long term percolation rates. How do you propose to bleeddown your stormwater system? Please revisit incorporating an outfall into the waterway. 5) Please provide,a copy of your FDOT driveway connection permit when available. 6) What utilities are located in the 5' utility easement along the properties northern limits? It appears that the projects landscaping is proposed in this easement. MARE L. FENN. Disma No. 1 • JURY CUL MVEA D'nma No. 2 • DENNY GREEN. Duda No. 3 • R. DALE 1REFELNER Dlsma No. 4 • CUFF BARNE5. Duda No. 5 Canty Adminatr • ihm RL Kindred 2300 Virginia Avenue • Fort Pierce, FL 34982 Public Works: (407) 468-1485 • FAX (407) 467.2362 Division of Engineering: (407) 468-1707 FAX 467-2362 • Division of Rood G Bridge: (407) 464-2511 FAX 467-2362 Dwislon of Mosquito Control: (407) 468.1692 FAX 486-1565 • Division of Solid Waste: (407) 468-1768 FAX 489-6987 Division.of Property Acquisition: (407) 468-1707 FAX 467-2362 • TDD (407) 468-1428 Mr.:, -Richard Ladyko, P.E. Page 2 July 20, 1993 7) Please be advised that approval of this plan does not constitute approval for the proposed dock. If you have any questions, please call Tom Pastore at 468-1707. Sincerely, f Salvador D. Nabong, P.E. Director of Engineering SDN:TEP:lb Enclosure cc: Tim Lynch, Code Compliance Administrator Dennis Murphy, Land Development Manager Barbara Hyland, Building & Zoning Clerk Gorge "Bob" Metz LLON.1 \ q 3 0 .1 w a,� Fl, y JARD OF COUNTY COMMISSIONERS PROJECT NAME: DEVELOPER: ACCOUNT NO: APPLICATION FOR WATER Sr SEWER SERVICE MELLON PATCH INN ARTHUR MELLON UTILITY SERVICES DEPARTMENT RICHARD E. HOWELL ADMINISTRATOR METER SIZE: 1 - 1 " METER #: SERVICE ADDRESS: COASTAL COVES, UNIT #1 , TRACT A, NORTH A-1-A REVISED PAYMENT SCHEDULE BASIS: Bed b breakfast facility with five units. Design engineer recalculated the water use at 260 gpd. 260 gpd/250 gpd 0 ERC) _ 1.04 ERCs, WATER PLANT CAPACITY: $1,122.00 per ERC x 1,04 ERCs = $ 1,166.88 LINE CHARGE: $ 222.00 per ERC x 1.04 ERCs = $ .230.88 SEWER PLANT CAPACITY: $1,485.00 per ERC x 1.04 ERCs = $ 1,544.40 LINE CHARGE: $ 320.00 per ERC x 1.04 ERCs = $ 332.80 METER INSTALLATION FEE: (1) 1 inch meter x $200.00 = $ 200.00 WATER b SEWER DEPOSIT: $435.00 (To be paid at time of connection) ACCRUED GUARANTEED REVENUE FEE: Water Charge $19.81 x 1.04 ERCs x 12 mo. _ $ 247.23 Sewer Charge $24.46 x 1.04 ERCs x 12 mo. _ $ 305,26 TOTAL DUE: _ $ 4,027.45 I, the undersigned, do hereby agree to abide by the Water and Sewer Service and Extension Policies adopted by the Board of County Commissioners, St. Lucie County, Florida. Developer will construct, own and maintain the private sewer pumping station until such time as a central sewer is available and abandon the on -site station at the Developers�sole cost and expense. Developer agrees to connect to the reclaimed water dstem for irrigation purposes when it becomes available. 1117 t DEVELOPER: e = _' "JJ ` Arthur PREPARED BY UTILITY STAFF SPECIALIST: HAVERT L. FENN. District No..1 • JIDY CULPEPPER. District No. 2 11(DYNNY GREEN, Dlstrio No. 3 a R. DALE TREFELNER, District No. 4 *CUFF BARNES, District No. 5 County Administrator - Thomas R.L. Kindred 250 N.W. Country Club Drive • Port St. Lucie, FL 04986 • Tel: (407) 871.5000 • FAX (407) 871.5460 • TDD (407) 468-1428 PLANS REVIEW MELON PATCH INN PHILLIP STEEL - ARCHITECT JUNE 18, 1993 THE PROPOSED PROJECT WILL BE REVIEWED AS AN R-1 OCCUPANCY (TRANSIENT IN NATURE, LESS THAN THIRTY DAYS), FROM THE STANDARD BUILDING CODE AND AS A LODGING OR ROOMING HOUSE - AS SET FORTH IN CHAPTER 20 OF NFPA 101. SBC 403.4 - TENANT SEPARATION 403.4.1 - IN A BUILDING, OR PORTION OF A BUILDING, OF A SINGLE OCCUPANCY CLASSIFICATION, WHEN ENCLOSED SPACES ARE PROVIDED FOR SEPARATE TENANTS, SUCH SPACES SHALL BE SEPARATED BY NOT LESS THAN ONE (1) HOUR FIRE RESISTANCE. 709.3 - COMBUSTIBLE PROJECTIONS FROM WALLS LOCATED WHERE PROTECTION OF OPENINGS IS REQUIRED, SHALL BE ONE ( 1 ) HOUR FIRE RESISTANT OR HEAVY TIMBER CONSTRUCTION. PROJECTIONS SHALL NOT EXTEND MORE THAN 12 INCHES INTO THE AREAS WHERE OPENINGS ARE PROHIBITED. 1127.2 - DOORS - EGRESS DOORS SHALL CONFORM TO THE REQUIREMENTS OF 1113.1.2, EXCEPT, DOORS WITHIN A DWELLING OR DWELLING UNIT NEED NOT BE SIDE SWINGING TYPE UNLESS SUCH DOORS OPEN ONTO COMMON CORRIDORS, COMMON BALCONIES OR ARE REQUIRED EXITS. LIFE SAFETY 101 SECTION 20-1 GENERAL REQUIREMENTS 20.1.1.1 -'THIS CHAPTER APPLIES TO BUILDINGS THAT PROVIDE SLEEPING ACCOMMODATIONS FOR A TOTAL OF 16 OR FEWER PERSONS ON EITHER A TRANSIENT OR PERMANENT BASIS, WITH OR WITHOUT MEALS, BUT WITHOUT SEPARATE COOKING FACILITIES FOR INDIVIDUAL OCCUPANTS EXCEPT AS PROVIDED IN CHAPTER 21. SECTION 20-3 PROTECTION 20-3.1.1 - VERTICAL OPENINGS SHALL BE PROTECTED SO THAT NO PRIMARY EXIT ROUTE IS EXPOSED TO AN UNPROTECTED VERTICAL OPENING. THE VERTICAL OPENING IS CONSIDERED PROTECTED, IF THE OPENING IS CUT-OFF AND ENCLOSED IN A MANNER THAT PROVIDES A SMOKE AND FIRE RESISTING CAPABILITY OF NOT LESS THAN 20 MINUTES. ANY DOORS OR OPENINGS SHALL HAVE FIRE AND SMOKE RESISTING CAPABILITY EQUIVALENT TO THAT OF THE ENCLOSURE AND SHALL BE AUTOMATIC -CLOSING ON DETECTION OF SMOKE OR SHALL BE SELF -CLOSING. 1&- PAGE 2 - PLAN REVIEW MELON PATCH INN JUNE 18, 1993 SECTION 20-3 PROTECTION (CONT'D.) 20-3.1.1 - (CONT'D.), EXCEPTION: In building three stories or less in height that are Protected throughout by an approved automatic sprinkler system installed in accordance with 20-3.5, unprotected vertical openings are permitted. However, in such case, there shall still remain primary means of exit from each sleeping area that does not require occupants to pass through a portion of a lower floor, unless that route is separated from all spaces on that floor.by construction having a 20-minute fire resistance rating. 20-3.1.2 - EXTERIOR STAIRS SHALL BE REASONABLY PROTECTED AGAINST BLOCKAGE CAUSED BY FIRE THAT WOULD SIMULTANEOUSLY EXPOSE BOTH THE INTERIOR AND EXTERIOR MEANS OF ESCAPE. THIS -MAY BE ACCOMPLISHED THROUGH SEPARATION BY PHYSICAL DISTANCE, ARRANGEMENT OF THE STAIRS, PROTECTION OF THE OPENINGS EXPOSING THE STAIRS, OR OTHER MEANS ACCEPTABLE TO THE AUTHORITY HAVE JURISDICTION. 20-3.2 - INTERIOR FINISH. - INTERIOR FINISH ON WALLS AND CEILINGS OF OCCUPIED SPACES SHALL BE CLASS A, B, OR C AS DEFINED IN SECTION 6-5. THERE ARE NO REQUIREMENTS FOR INTERIOR FLOOR FINISH. 20-3.3 - DETECTION, ALARM, AND COMMUNICATION SYSTEMS 20-3.3.1 - GENERAL - LODGING AND ROOMING HOUSES SHALL BE PROVIDED WITH A FIRE ALARM SYSTEM IN ACCORDANCE WITH SECTION 7-6. EXCEPTION: Buildings that have a smoke detection system meeting or exceeding the requirements of 20-3.3.4 and where that detection system includes at least one manual fire alarm station per floor arranged to initiate the smoke detections alarm. 20-3.3.2 - INITIATION. - INITIATION OF THE REQUIRED FIRE ALARM SYSTEM SHALL BE BY MANUAL MEANS IN ACCORDANCE WITH 7-6.2 20-3.3.3 - NOTIFICATION - OCCUPANT NOTIFICATION SHALL BE PROVIDED AUTOMATICALLY, WITHOUT DELAY, BY INTERNAL AUDIBLE ALARM IN ACCORDANCE WITH 7-6.3 PRESIGNAL SYSTEMS ARE PROHIBITED. 20-3.3.4 - DETECTION - APPROVED SINGLE STATION OR MULTIPLE STATION SMOKE DETECTORS POWERED BY THE BUILDING ELECTRICAL SERVICE SHALL BE INSTALLED IN ACCORDANCE WITH 7-6.2.9 ON EVERY LEVEL. IN ADDITION, APPROVED SINGLE STATION SMOKE DETECTORS POWERED BY THE BUILDING ELECTRICAL SERVICE SHALL BE PROVIDED IN EACH SLEEPING ROOM. PAGE 3 - PLAN REVIEW MELON PATCH INN JUNE 18, 1993 SECTION 20-3 - PROTECTION (CONT'D.) 20-3.4 - SEPARATION OF SLEEPING ROOMS - ALL SLEEPING ROOMS SHALL BE SEPARATED BY ESCAPE ROUTE CORRIDORS BY WALLS AND DOORS THAT ARE SMOKE RESISTANT. THERE SHALL BE NO LOUVERS OR OPERABLE TRANSOMS OR OTHER AIR PASSAGES PENETRATING THE WALL EXCEPT PROPERLY INSTALLED HEATING AND UTILITY INSTALLATIONS OTHER THAN TRANSFER GRILLES. TRANSFER GRILLES ARE PROHIBITED. DOORS SHALL BE PROVIDED WITH LATCHES OR OTHER MECHANISMS SUITABLE FOR KEEPING THE DOORS CLOSED. NO DOORS SHALL BE ARRANGED SO AS TO PREVENT THE OCCUPANT FROM CLOSING THE DOOR. DOORS SHALL BE SELF -CLOSING OR AUTOMATIC - CLOSING UPON DETECTION OF SMOKE. IN ADDITION TO THE ABOVE, IT WAS DISCUSSED EARLIER WHETHER AN OWNER/BUILDER PERMIT WOULD BE ALLOWED. THIS WOULD BE IN VIOLATION OF FLORIDA STATE STATUTES. THE OWNER/BUILDER REGULATIONS ARE ONLY WHEN THE STRUCTURE IS FOR YOUR OWN USE AND OCCUPANCY WITHOUT ANY SALE OR LEASE WITHIN ONE YEAR. ST. LUCIE COUNTY CHARLES B. MCDERMOTT, CBO BUILDING CODES SUPERVISOR CHAPTER 20 LODGING OR ROOMING HOUSES SECTION 20.1 GENERAL. REQUIREMENTS 20.1.1 Application. 20-1.1.1 This chapter applies to buildings that, provide sleeping accommodations for a total of 16 or fewer persons on either a.transient or permanent basis, with or without ' meals, but without separate cooking facilities for individual occupants except as provided in Chapter 21. ' 20-1.1.2 The requirements of this chapter are applicable to new buildings and to existing or modified buildings accord- ing to the provisions of Section 1-5 of this Code. 20.1.2 Mixed Occupancies. 20-1.2.1 Where another type of occupancy occurs in the same building as a residential occupancy, the requirements of 1-5.7 of this Code shall be applicable. 20-1.2.2 For requirements on mixed mercantile and resi- dential occupancies, see 24-1.2 or 25-1.2; for mixed assem- bly and residential occupancies, see 8-1.2 or 9-1.2; and for mixed business and residential occupancies, see 26-1.2. 20-1.3 Definitions. 20-1.3.1 Terms applicable to this chapter are defined in Chapter 3 of this Code; where necessary, other terms will be defined in the text as they may occur. 20-1.4 Classification of Occupancy. (See 20-1.1.1.) 20-1.5 Classification of Hazard of Contents. 20-1.5.1 The contents of residential occupancies shall be classified as ordinary hazard in accordance with Sec- tion 4-2. 20-1.6 Minimum Construction Requirements. No special requirements. 20-1.7 Occupant Lead. (See 20-1.1.1.) SECTION 20-2 MEANS OF ESCAPE 20.2.1 Number and Means of Escape. 20-2.1.1 Every sleeping room and living area shall have access to a primary means of escape complying with Chap- ter 21 so located as to provide a safe path of travel to the outside of the building without traversing any corridor or space exposed to an unprotected vertical opening. Where the sleeping room is above or below the level of exit dis- charge, the primary means of escape shall be an enclosed interior stair, an exterior stair, a horizontal exit, or an exist- ing fire escape stair. 20-2.1.2 In addition to the primary route, each sleeping room and living area shall have a second means of escape in accordance with 21-2.2.3. Exception: if the .deeping room or living area has a door leading,Iirectlp outside the building with access to grid, or to a stairway that meets the requirements fur enerior statrs ill 20-2. 1. 1, that exit shall be considered as meeting all of the exit requirements Jor that sleeping room or living area. 20.2.1.3 Every story of every lodging or rooming house that is greater than 2,000 sq ft 6185 sq m) or where the travel distance to the primary means of escape is greater than 75 R (23 m) shall be provided with two primary means of escape remotely located from each other. Exception No. 1: Existing buildings. Exception No. 2: Buildings protected throughouu by nr, approved supervised automatic sprinkler systeat in accor- dance with 20-3.5. 20.2.2 Interior stairways shall be enclosed by 20-minute fire barriers with all openings protected with smoke - actuated automatic -closing or self -closing doors having a fire resistance comparable to that required for the enclo- sure. The stairway shall comply with 5-2.2.6.5. Exception No. 1: Stairs connecting two levels only shall be permitted to be open to other than the street floor. Exception No. 2: Stainvays shall be permitter( to be unprotected in accordance with the Ex-ception to 20-3. 1. 1. 20-2.3 No door or path of travel to a means of egress shall be less than 28 in. (71 cm) wide. Exception: Bathroom doors shall be not less than 24 in. (61 cm) wide. 20-2.4 Every closet door latch shall be such that it can be readily opened from the inside in case of emergency. 20.2.5 Every bathroom door shall be designed to allow opening from the outside during an emergency when locked. 20-2.6 Winders in accordance with 5-2.2.2.8 are permitted 20-2.7' No door in any means of egress shall be locked against egress when the building is occupied. Exception: Special loddng arrangements complying with 5-2.1.6 are permitted. 20.2.8 Doors serving a single dwelling unit shall be permit- ted to be provided with a lock in accordance with 5-2.1.5.1 Exception No. 3. SECTION 20-3 PROTECTION 20-3.1 Protection of Vertical Openings. 20.3.1.1 Vertical openings shall be protected so that no primary - exit - route is exposed to an unprotected vertical - opening. The vertical opening is considered protected if the opening is cut off and enclosed ih'a manner that provides a smoke and fire resisting capability of not less than 20.min- utes. Any doors or openings shall have fire and smoke resisting capability equivalent to that of the enclosure and shall be automatic -closing on detection of smoke or shall be, self -closing.] ,Exception: In buildings three stories or less in height that are protected throughout by an approved.automatic spriu- Hersystem installed in accordance with 20-3.5, unprotected t 101-166 LIFE SAFETY CODE vertical openings are permitted. However, in such case, there shall still remain a prlmary'means of exit from each sleeping area that does -riot require occupants to pass tluough a portion of a lower floor, unless -that route.is,sep-, arated from all spaces,:on that floor by construction`having a 20-minute fireresistance rating. -- 20-3.1.2 Exterior stairs shall be reasonably protected against blockage caused by fire. that would simultaneously expose both the interior and exterior means of escape. This may be accomplished through separation by physical dis- . Lance, arrangement of the stairs, protection of the openings) exposing the -stairs, or other means acceptable to the authority having jurisdiction., - 20-3.2 Interior Finish. Interior finish on walls and ceilings of occupied spaces shall be Class A, B, or C as defined in Section 6-5. There are no requirements for interior floor 20-3.3 Detection, Alarm, and Communication systems. 20-3-3.1 General. Lodging and rooming houses shall be provided with a fire alarm system in accordance with Sec- tion 7-6.. Exception: Buildings that have a smoke detection system meeting or exceeding the requirements of 20-3.3.4 and where that detection system includes at least. one manual 'fire alarm station -per floor arranged to initiate the smoke detection'alamt. ' .20-3.3.2 Initiation. Initiation of the required fire alarm - system shall be by manual means in accordance with 7.6.2. Exception: Buildings protected throughout by an approved automatic sprinkler system installed in accor- dance with 20-3.5, with alarm initiation in accordance with 7-6.2.1(c). 20-3.3.3 Notification. Occupant notification shall be pro= yided-automatically, without delay, by internal audible alarm -in - accordance with 7-6.3. Presignal systems are prohibited. ,1 20.3.3.4 Detection. --Approved single station -or -multiple? station smoke detectors powered by the budding electrical'. serviceshall be installed in accordance with 7-6.2.9 on;, every level. In addition, approved single station smoke I' 'detectors powered by the building electrical service shall be • provided in each sleeping.room. Exception: Existing battery powered detectors, rather than house electric service powered detectors, shall be accepted where, in the opinion of the authority having juris- diction, the facility has demonstrated testing, maintenance, and battery replacement programs that ensure reliability of power to the detectors. 20.3.4-Sep5ration of Sifting -Rooms:- All sleeping rooms[ shall be separated from escape route; corridors:by walls andl .,doors that are smoke resistant. There shall be no louvers or'1 operable transoms or other air passages penetrating the wall' 'except, properly. installed heating- and utility installations ,other than transfer grilles_ Transfer grilles are prohibited. Doors shall be provided with latches or other mechanisms suitable for keeping the doors closed. No doors shall be arranged so as to prevent the occupant from closing the., door.- Doors shall be, self -closing or automatic -closing upon detection of smoke.. Exception: Door closing devices are not required in build- ings protected throughout by an approved automatic sprin- klersystem installed in accordance with 20-3.5. 20-3.5 Extinguishment Requirements. 20-3.5.1" Where an automatic sprinkler system is required or is used as an alternative method of protection, either for total or partial building coverage, the system shall be installed in accordance with Seection 7-7, and shall actuate the fire alarm system in accordance with Section 7-6. Exception No. 1: Sprinkler installations are not required in closets not over 11 sq ft (1.1 sq m) and bathrooms not over 55 sq ft (5.1 sq m). Exception No. 2: In existing lodging and rooming houses, sprinkler installations are not required in closets not over 24 sq ft (2.2 sq m) and bathrooms not over 55 sq ft (5.1 sq m). 20.3.5.2 All new lodging or rooming houses shall be pro- tected throughout by an approved automatic sprinkler sys- tem. Such system shall be installed in accordance with 20-3.5.1. Exception: If every sleeping room has a door opening directly to the outside of the building at street or ground level, or has a door opening directly to the outside leading to an exterior stairway that meets the requirements of 20-2.1.1. SECTION 20.4 SPECIAL PROVISIONS 20.4.1 Operating Features. (See Chapter 31.) SECTION 20.5 BUILDING SERVICES 20.5.1 Utilities. Utilities shall comply with the provisions of Section 7-1. 20-5.2 Heating, Ventilating, and Air Conditioning. 20-5.2.1 Hcating, ventilating, and air conditioning equip- ment shall comply with the provisions of Sections 7-2.1 and 7-2.2. 20-5.2.2 No stove or combustion heater shall be so located as to block escape in case of fire caused by the malfunction of the stove or heater. 20-5.2.3 Unvented fuel -fired heaters shall not be used. 20-5.3 Elevators, Escalators, and Conveyors. Elevators, escalators, and conveyors shall comply with the provisions of Section 7-4. 101 EDITION DUMNaq amuses (4m 402= M4dW MGrN, F104E PV"pfT*N PO M fmn FIRE PREVENTION PLAN REVIEW A. PERMIT INFORMATION DATE 7-2o _93 CITY OF FORT PIERCE_ CITY OF PORT ST. LUCIE ST. LUCIE COUNTY k ST. LUCIE VILLAGE 1 2 3. 4. S. PERMIT NUMBER PR 31 34_� NAME OF OCCUPANCY L6 0- 1 ), C4 BUILDING LOCATION 3GO( Oo, AI/4 FT,R&tzCC- zip 3�{c��c� (STREET) (CITY) BAY OF SUITE NUMBER nn I'(MULTI-TENANT ONLY) CONTRACTOR IX.uE ktD4E 4 AR 1500 jL LOVE, 10 G Phone No ARCHITECT- ENGINEER P4i4i� S STE[L �55o C Phone No 6. BUILDING OWNER LjmC-6 A C-LLokj 7. OCCUPANT i3AA 6t o,J PATc4 Nol)-4(oLk to aZ (NAME R r. ) FAST Phone No. (4D-I)- 4(ol 5231 8. SHELL CONSTRUCTION TENANT IMPROVEMENT— COMPLETE BUILDING >11 B. BUILDING INFORMATION 1. OCCUPANCY TYPE �� n (SBCCI HAPT•R 404) ASSEMBLY OCCUPANCIES ONLY -2. BUILDING SIZE L�Sgp sq, ft. NET SEATING AREA u/FL4 sq. ft. {(GRQSS FLOOR AREA) " } (NET .OR AREA) 3 NUMBER OF STORIES 2 J 4, AUTOMATIC SPRINKLER SYSTEM YES 'C. COMMENTS OR ASAMPTIONS 0 SUNCOM 2%2300 FAX 407•467.2328 BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU - - FORT PIERCE, FLORIDA TELEPHONE 407-467-2312 FAX 407-467-2325 JURISDICTION: St. Lucie County PLAN NUMBER #6318 =PROJECT NAME: MELON PATCH BUILDING DEPT. NO. PR-31346 CONTRACTOR: Blue Ridge Harbour Cove PHONE NUMBER 461-4846 ARCHITECT: Phil Steel & Associates PHONE NUMBER 465-8322 OWNER: Andrea Melon DATE RECEIVED 7-27-93 LOCATION: 3601 N. ocean Dr. 7-28-93 BUILDING SIZE: 4590 s;. fr. NUMBER OF STORIES 2 OCCUPANCY TYPE: R-1 SBCCI Lodging/Rooming BUILDING HEIGHT CONSTRUCTION TYPE: SBCCI. VI un. NFPA. IV (000) FIRE PROTECTION: Automatic Sprinkler Yes— No X Occupancy Hazard N.F.P.A. #13 Requirements: 1. A separate permit is required for the installation of the required fire alarm system. Installation shall be by a Florida certified contractor and shall furnish a copy of his certification upon making application. 2. A manual fire alarm system shall be required or a detection system with a manual pull station is permitted with a required detection system. . 3. The requirements can be determined at the time of permitting. 4. Provide a minimum of a 2A-10BC rated fire extingusiher for each 75' of travel distance. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: DATE 7--2 SI ATURE / Sheet No. C Name of Address /fin Date 7�i9/9 3 Permit # p� 3 .3 V6P Road Benefit and Collection Zone # `J'� . 1 ��Q( — 9 The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986, amended March ------------------------------------------------------------------- 1, 1990. IMPACT FEE CALCULATIONS LAND USE FEE'PER UNIT TOTAL TYPE UNIT IMPACT FEE # UNITS # SQ FT (1000) # PARKING SPACES # STUDENTS �Wi,�tlJ (X) 9=s id,3�8.oa - =:v I sF R x as 41 DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING DIVISION MEMORANDUM t.. t To: Mellon Patch Inn File Julia Shewchuk Bill Miller Planners From: Terry Virta, Date: March 2, 1993 Subject: Impact Fees for Bed and Breakfast Imes Road impact fees for Bed and Breakfast Inns shall be computed based on one single family home plus one hotel/motel unit for each room for rent. In the case of the Mellon Patch Inn, on North Hutchinson Island, this results in a current road impact fee of $12,603.00 [$2235.00 (one single family) + $10,368 (four hotel/motel units (jP $2,592.00 unit)]. The educational faciliti s impact for o e family home (currently $452.00) should also be assessed. \n, J TLV/dpk O \ 0 cc: County Administrator County Attorney \ f .i BOARD OF CPU,�TY COMMISSIONERS, DEVELOPMENT DIRECTOR TERRY L. VIRTA I M P O R T A N T ST. LUCIE COUNTY FLOOD HAZARD NOTICE BUILDING PERMIT # 93 - 6 -L'70( f-01 i[4 OWNER_ N O T I C E THIS NOTICE IS TO INFORM YOU THAT YOUR PROPERTY IS IN A FLOOD HAZARD ZONE. THIS, PEANS THAT THE ELEVATION OF THE FIRST FLOOR MUST BE SET AT 6 FEET, NGVD (MEAN SEA LEVEL), OR 18" ABOVE THE CROWN OF THE ROAD, WHICHEVER IS GREATER. NO CONSTRUCTION IS TO PROCEED BEYOND THE 1ST FLOOR/SLAB INSPECTION, OR JUST PRIOR TO THE SECOND FLOOR POUR OF A MULTI- STORY STRUCTURE, UNTIL THE REQUIRED ELEVATION CERTIFICATION HAS BEEN COMPLETED BY A REGISTERED SURVEYOR, AND RECEIVED AND APPROVED BY THE BUILDING DIVISION OF THE ST. LUCIE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT. VIOLATION OF THE REQUIREMENT WILL RESULT IN THE SCHEDULING OF A PUBLIC HEARING BEFORE THE ST. LUCIE COUNTY CODE ENFORCEMENT BOARD. THE BOARD IS EMPOWERED TO LEVY A FINE NOT TO EXCEED $250.00 PER DAY FOR EACH DAY THE VIOLATION'CONTINUES. A-€-IZ OF - NOT TO EXCEED $500.00 PER DAY MAY BE LEVIED FOR A REPEAT VIOLATION. THE FINE MAY BECOME A LIEN UPON THE REAL OR PERSONAL PROPERTY OF THE VIOLATOR. THE ELEVATION CERTIFICATION MAYBE SUBMITTED ANY TIME WITHIN 21 CALENDAR DAYS FROM THE ABOVE; HOWEVER, NO FURTHER CONSTRUCTION SHOULD TAKE PLACE, NOR WILL ANY INSPECTIONS BE M41XP UNTIL THE REQUIRED CERTIFICATION HAS BEEN RECEIV p AND APPROfEb x HAVERT L. FENN. District No. 1 • JUDY CULPEPPER. District No. 2 • JACK KRIEGER, District No. 3 • R. DALE TREFELNER. District No. 4 • JIM MINI%, District No,.5 f County Adrninistrotor — WELDON OE LEWIS 2300 Virginia Avenue m Fort Pierce, FL 34982-5652 e d Director: (407) 468-1590 • Building: (407) 468-1553 • Planning: (407) 468-1576 Fh Zoning: (407) 468-1553 0 Code Enforcement: (407) 468-1571 VEGETATION ENVIRONMENTAL PLANNING/SHE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT, SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT FOR OFFICE USE ONLY REQUIRED [ �1 [l PR# 3/ 311& 'DATE RECEIVED NOT REQUIRED' [ [ �1 REQUIRED FEES BP VALUE PLANS REVIEW FEE $-200� 000. C OF C FEE $ - � - O b RADON FEE $ 4 S. 5o RCPT # L JS [ ] ROAD IMPACT FEE ROAD IMPACT DISTRICT 'y j I( &aa:n 614OAD IMPACT ZONE 7 ROAD IMPACT CREDIT' YES (S NO[ ] ALTERNATE DEV FEE s - ALT. DEV. FEE.ZONE SCHOOL IMPACT FEE $_ y'j,�, 00 SCHOOL IMPACT CREDIT YES [ ] NO [ ] SCHOOL BOARD APPROVED EXEMPTION YES [ ] NO[ ] POLICE IMPACT FEE $ FIRE IMPACT FEE $ SUB PERMITS REQUIRED NOT REQUIRED GAS I Vl [ � AIR CONDITIONING ELECTRIC [ [ ] PLUMBING SCREEN ENCUFENCE [ ROOF • N/ [ ] DRIVEWAY [ ] ZONING CHECKS BBL ✓ LOT COVERAGE ✓ EASEMENT `� LOT SPLITS r F i S.. 1 v -1 FLORIDA ENERGY EFFICIENCY'CODE FOR BUILDING CONSTRUCTION FORM 50G-A•91 SECTION 5 or BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Nan•Resld ntlsl Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Residential 8411dings over 3 stories ALL CLIMATE ZONES .PROJECT NAME The Mellon Patch Inn ZONE 6 ADDRESS: N Al A BUILDING CLASSIFICATIONS. Motel E Ft. Pierce St Lucie CO. BUILDING PERMIT NOs [EE PERMITTING OFFICE: JURISDICTION NO' BUILDING INFORMATION WAL I ROOFICEILING I FLOORS I DOORS I GLASS TYPE U I AREA I TYPE I U I AREA I TYPE I U IAREA TYPE 1 U IAflFJ1 TYPE U AREA Concrete (Ca5) Wood from Metal frame Insulation R-value Under auto Single Assembly Other. Insulation R-velue 10,011194.,3Slabongraae Raised Wood Raised corldnele Insulation R-value Wood Metal Insulated Other Single, wall Double, wall Shii Tool Double. tool SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM H WATER - TYPE EFFICIENCY TONS TYPE EFFICIENCY STUIH TYPE Unary a Hear Pump ,1 .95.000 Bnwh 12_0 SEER (2) 4 _ a85.000 a" _EER IPLV Water Cooled _EER _IPLV- EYapa4W*Gaoled _EER PTAC __EER Clueent _COP _IPLV_ Omer: - Central a Heat Pump <65.000 Blulh -_HSPF Z65,000Btulh _COP Water cooled _COP _, EveDorallvely cooled COP Electric resistance A.4 COP fN.BC Gas/011(circle one) < 225,0001300,000 Bluth __AFUE L 225,00013D0,000 Bluth _ El Electric Resistance ..9. ❑ Dedicated Heal Pump Gas Natural ❑ LPG ❑ Oil ❑ HRU ❑ Other: LIOHTING Lighting Budget (from Table 5.13): Total Lighting Wattage ` -47c) T Total Condilioned Floor Area 71 6 46 = Wallslsq. n: /• 7 PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS CHECK Windows 502.4 Maximum of .37 chn per linear foot of operable sash crack. ✓ Doors 602.4 Maximum of 1.25 clan per square tool of Foor area. '� JointuCracks 502.4 To be caulked. gasketed. weatherstdpped or otherwise sealed. ✓ Reheat 503.3 ply Supair restricted to set ccld/hot deck temperature to meet load of worst case zone. Resistance reheat prohibited v Ventilation 503.4 Supplied with readily axesslble switch for shut-off and/or volume reduction when ventilation is not required. ✓ HVAC Efficiency Transport Energy Balancing 503.4 503.5 503.6 Minimum elfioences-Heating: Tables 5-4. 5.5 8 5-6. Cooling: Tables 5.7A, 5-713, 5-8 a 5-9. Minimum of 8.0. Provide means for balancing HVAC airs stem 8 water distribu0on system. ✓ v HVAC Controls 503.7 Senate a readily accessible manual or automatic thermostat for each System. t/ HVAC Ducts - 503.8 503.9 503.10 Air ducts, Ilttings. mechanical equipment and plenum chambers shall be mechanically attached. sealed, insulated and installed In accordance with the criteria of sections 503.6, 503.9 and 503.10. V Piping Insulation 503A I In accordance with Table 5.10. V Water Heaters 504.2 Automatic electric storage water heaters ,120 gallons and gas S oil -fired storage water healers 5 75.000 Bluth shall meet pedom mince minimums in Table 5.11. Larger sized water hooters shall meet minimums in Table 11.1 of Standard RS-9 after 111/92. V Swimming Pools a Spas 504.2 Spas a heated pools must have oovWS- Noncommercial pools must have pump firer. Gas spa a heaters must have minimum thermal efficiency of 78%. pool N�pt Hot Water Pipe Insulation 504.4 Piping neat loss Is Horded to 17.5 Blum linear toot or pipe for recirculating systems (see Table 5-12). Water Fixtures 504.5 Water flow restricted to maximum of 3 gpm at a0 Pao: toilets maximum 3.5 gallon Bush. Public lavatory fixture maximum it" of .5 gpm or.5 gallon a has self -closing valve. Lighting 505.1 Ughting power budgets are listea In Table 5-13. Minimum Ballast Efficacy Factors are listed In Table 5-14. U wall Alkanble U wall Actual 0 Up rodiceiling Albnde Uo tooliwiling Actual Up Up floor Actual Jnt A if corpgirp under am provisions of&501d, enter the coneaicd Ugvakies for the write ereelape. in this section. U0 envolope Allowable Up amekW Actual OTIV wall Aflai .20 o Umt wag Actual .QflV Tool/nili Albwade N/A MW rodlceill Actual ,Compliance with Section 5 was demonstrated by a Prescriptive Measures methodology: ' ❑- 508.0 (a) Detached commercf ngs 508.0 (b) Skyboxes or sports stadium buildings lass than 100 square feet. that are used only seasonally. uw sne agoduoan • vEl ban va n mmaunce Rmae d plans and specification Covered by We Caledation in6oM canpli MM won Its wrai as Floras Energy Coe. i Fbnw Energy Code. Wave m�auWorub cmlWted, Oda biding will to Inspected lw I Meat IarV:y INt ar !:in PREPARED.8 " C: cmrp6ance in acco aw s with SWbri 553.1klo, F.S. f Meby away aW giu ou, a In taryeaaa ICIAL• 1OWNERIAGENT: �I _DA 0 �/ A; 5-51 (n rJr N s , PERMIT NO. - -Gape CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-A-91 Florida Energy Efficiency Coda for Building Construction HEATING DESIGN Uo — WALLS Wall Surface Winter Totals 711,15e Area, fir U Vaue Type 9253 x_ o.OS" = I59.at Type 2 x _ Type 3 x = Type 4 x = Type 5 x = Total Awall 1. z r) S 3 Total 2. 137. G S Door Surface Winter Type Area, ft' U•Valus Type 1 x _ Type 2 x _ Type 3 x _ Total Adoor 3. "Pn"F 9 (OSS Total 4. Blazing Surface Winter Type Ares; IN U Value Type 1 'P9 I x 6. el = 7 Z 1. ri Type 2 x Type 3 x = Total Aglazing 5. ' SS I Total 6. 7ZI , h Total Total Aow 7. 3644 ft- ' Heating 6. S9 r 3S line 1+3+5 line 2+4+6 Uow = + 3G44 9. 012-S line 8 line 7 Uow Actual From Table 5.2• o'-se Uow Allowed COOLING DESIGN CI TV — WALLS Wall Surface Summer TDay Totals Type Area, ft' 11Valus (See Table &2e) Type x 0•0S x rZ= -6ez, Type 2 x x = Type 3 x x = Type 4 x X = Type 5 x x = Total Z 7 S 3 Awall 10. Total 11. 043, o Door Surface Summer TDaq Type Area, ft' UValue Type 1 x x = Type 2 x x Type 3 x x = Total Adoor 12• Total 13. Glazing Orient. Surface OSF Shading (N. S, E, etc.) Area, 1P Coefficient d981 x ( Ila x- r7.8 x( x )= x ( x )= x ( x )= x ( x ) =. x ( x )= Total Aglazing 14. Total15A. �4d'Z3.Z Summer U Value A T (F41 x ( O. A I x I S ) = Total 1513. 104'Z-Q line 14 Total Aow 16. 3644 Total Cooling' 17. _lo0 9¢ f • S 10+12+14 11 + 13 + 15A + 15B OTrvow = 100041, 65 + 3644 = I6, line 17 line 16 OTTVow Actual From Table 5.2 F>o, 0 PI Roof Type 1 Type 2 Type 3 Type 4 Total Aopaque roof Skylight lyps Type 1 Type 2 Type 3 Total HEATING DESIGN Uo — ROOF Sudwa Winter Area, U' U Valus 1943 X 0•04 x = x = x = 19. (943 Sudabs Winter Area, It' U-Valus X = x = Totals n�.n2 Total 20. r% Z I Askylight 21. O Total 22. O Total Aor 23. 194-S II' Total Heating 24. Z line 19 + 21 line 20 + 22 Uor = 77. 9 z I g43 = 25. D• 04 line 24 .line 23 Uor Actual From Table 5-2. HEATING DESIGN Uo — FLOOR Floor Surfoce Winters Type Area, ft' U Value Type 1 x Type 2 x Type 3 x Type 4 x Total Atloor 33.' Uof = + ,71 ne 334 Total Healing 34: 35. line 33 Uof Actual From Table 5.2 Uof Allowed r COOLING DESIGN OTTV ROOF (if skylights usatn Roof Surface!X( TDoyr ale Type Area, 11(Soo Fig. 5-1) Type 1 x _ Type 2 x . Type 3 x Type 4 x = Total Aopaque roof 26. Total 27. Skylight SurfaceShading Type Area, fNCoefficient Type 1 Type 2 !Type 3 — ) Total Askylighl 28. x line 26 Total Aor" 30 line 26 + OTTVor = line 31 Total 29A. e AT _x 1 = Total 298. Total Cooling 31. I 27 + 29A +298 + = 32. line 30 OTIVor Actual From Table 5.2• OTrVor Allowed HEATING DESIGN Uo AVERAGING' (Sec. 502.2(a)) U Envelope Allowable (take U values from Table 5-2): ( Uow X + ( X ) + Aow nine 7)) Uor Aor Pine 23)( Uof X Aol Pine 33) AE (line 7 + line 23 + line 33) U Envelope Actual (use actual calculated U values): = VE Allowed (line 9)-- Aow (line 7) U•or (Ilne 25) Aor (Ilne 23) U•cf Pine 35) AE (line "7 + line 23 + line 33) = UE Actual *Cooling OTTVs may not be averaged. BOARD OF COUNTY COMMISSIONERS "'COMMUNITY DEVELOPMENT •'`�ORI�P• ADMINISTRATOR TERRY L. VIRTA, AICP July 28, 1993 Mr. James P. Terpening, P.E. Culpepper & Terpening, Inc. 805 Virginia Avenue Fort Pierce, FI 34954 Subject: The Mellon Patch Inn - Impact Fee Dear Butch: Thank you for your letter of July 22, 1993. As we previously discussed, we also believe that the minimum trip generation rate of ITE code 220, Apartments, Post 1973 will approximate the proposed use. Based on this trip generation rate, we agree that the impact fee of $4139.00, as you proposed, is correct. This fee must be paid at the time a building permit for the structure is issued. If I can answer any questions, please let me know. Sincerely, David P. Kelly Planner cc:. Cheri Fitzgerald Arthur Mellon DPI{,H:`W P\COND_USE\MELONIMP.FEE HA VF.RT L. FENN. District No. 1 • IUDY CULPEPPER, District No. 2 • DENNY GREEN, District No. 3 • R. DALE TREFELNER. District No. 4 CLIFF BARNES. District No. 5 \ 2300 Virginia Avenue • Fort Pierce, FL 34982-5652 Administrator. (407) 468-1590 • Growth Management: (407) 468-1553 Planning: (407) 468-1576 Codes Compliance: (407) 468-1571 �F 0 a 1 WALL R VALUES BUILDING COMPONENT DESCRIPTION WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 WALL TYPE 4 WALL TYPE 6 Exterior air film Stucco Block Slud Firring strip Insulation Wall bo@rd '" G 7 P 0. 4 S— Solid Other 'VYNLra Si . 0.61 ' Other ,Z Ic DX z Other Interior air film p. 619 RTOTAL Ll,S3 U = 1IR O+C7 S AREA Weight (Ib/sq. It.) IF FRAME: Size _ x _ Inches O.C. _ • ROOFICEILING R-VALUES BUILDING COMPONENT DESCRIPTION ROOF TYPE 1 ROOF TYPE 2 ROOF TYPE 3 ROOF TYPE 4 ROOF TYPE 5 Room air film 0. G f Wallboard %°(a d 0.4s Truss Insulation E gatt} 19 Other ,y`r oce 0. 4 3 Other % "Wp D. 0.6z Other SL,;, t¢ o• 44 Other Outside air film' C) .) 7 R TOTAL 2--2 U=11R 0,04 AREA (sq. R.) U+TC IF FRAME: Size _ x _ Inches O.C. 7 1 5-54 L BUILDING PLAN CHECK ;II ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 407.467.2312 FAX 407-467-2325 JURISDICTION: St. Lucie County PROJECT NAME: MELON PATCH CONTRACTOR: Blue Ridge Harbour Cove ARCHITECT: Philip Steele OWNER: Andrea Mellon LOCATION: 3601 N. Ocean Dr. BUILDING SIZE: 4500 sq. ft. R-1 (SBCCI) OCCUPANCY TYPE: Lodging/Rooming House CONSTRUCTION TYPE: SBCCI. VI un. NFPA. V (000) PLAN NUMBER #6318 BUILDING DEPT. NO. 93-04706 PHONE NUMBER 461-4846 PHONE NUMBER 465-8322 DATE RECEIVED 11-17-93 11-17-93 NUMBER OF STORIES 2 BUILDING HEIGHT FIRE PROTECTION: Automatic Sprinkler Yes_ No X Occupancy Hazard N.F.P.A. #13 Requirements: 1. This is the third review that has been done on this occupancy. I once again must stipulate that NFPA 101, Chapter 22-2.2 requires: Interior stairs shall be enclosed by 20 minute fire barriers (1/2" Gypsum board or better) with all openings protected with self -closing I doors or smoke activated automatic closing doors having a Class E, 20 minute rated door and jamb assemblies. i 2. Neither Exception #1 or lie will comply for an exception. 3. The only exception would be the installation of an automatic sprinkler system required under 101, 20-3.1.1 4. NFPA 101, 2-.3.1 permits an unprotected vertical opening as long as a primary exit route is not exposed'to it, though the primary means of excape is an exterior door, the stairway- must require protection being a separate requirement and indicated as such under a separat chapter. 5. The exception to automatic sprinklers states that automatic sprinkler protection is not required_if every sleeping room has a door opening directly to the outside at street or ground level or opening directly onto an exterior stairway. The door located in the den of the private quarters does not comply not being a sleeping room.and the primary escape a REVIEWED CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS )NS DATE ,P1 1S'- 91 I Sheet No. of z BUILDING PLAN CHECK CONTINUED: MELON PATCH #6318- route is exposed to an unprotected vertical opening. An exit door shall be required from the bedroom of the private quarters. 6. Note that unprotected vertical stairway openings are permitted in buildings where stairs connect two levels other than the street floor. 7. Lodging and rooming houses shall be provided with a fire alarm system or the exception would be an approved single station or multiple station.Smoke detectors.powered by the building electrical system shall be installed on every level. In addition single station smoke detectors shall be installed in each sleeping room. A manual pull station shall be required at the front and rear entrances located on the first floor -and at each stair- way on the 2nd floor. If the detection and pull station option is used the entire system shall be 110V. If the fire alarm is used, it shall be a 24V system. 8. Installation shall be by a Florida certified contractor EF or EC. 9. A separate permit is required from the Fire Marshal's Office. 10. Provide a 2A-lOBc rated fire extingusiher for each section within 75' of travel. m • CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: ST. LUCIE PIERCE F.P.B. 2400 Rhode Island Avenue Ft. Pierce, Florida 34950 DAT Sheet No. — of _ to m SCANNED BY St. Lucie County _ S89`16' 5i' W _ SOUTH LINE OF TRACT 2, zo DEED BOOK 135, PAGE 528 NORTH LINE OF THE SOUTH 568' OF THE _ t.s S.E. 1/4 OF SAID SECTION 23 TO—P OF BANK \ \za EDGE OF WATER ELEVATION = 0.38' 0 36 85.00' PLATTED WATERWAY ) ( i t ` s .i. r SR'R'n .^..A.aji +' y�'' w i,�t�, l.. tiz 3 ..`p f 4 _i:�• v ,., ,3TION THE PLAT OF COASTAL COVES, UNIT NO. i,'AS RECORDED IN PAGE 71. OF THE PUBLIC RECORDS OF ST.LUCIE COUNTY, - II 'TIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED WITH SED'SURVEYOR'S SEAL. EDGNORTHH900 0'002 EAST. E TEAL I NE OF JAND ALL SON WBEARINGS SHOWN HEREON TIVE THERETO. -KS AND ELEVATIONS SHOWN HEREON ARE RELATIVE TO FLORIDA =NT OF TRANSPORTATION BENCHMARK 94 - 77A30, WHICH HAS A lO Y ADDITIONALRESTRF 6 ICTIONS THAT ARE NOT SHOWN THAT MAY ) IN THE_P_U8LIC RECORDS OF ST.--LUCIE COUNTY,- FLORIDA.-- !UND FOUNDATIONS NOT LOCATED. 1367. 34' (P) �{r 1367. 33' (M) 3/4' IRON PIPE (FD.I CEMIEN OF R/K POINT OF MATURE MAIL C DISK VD.) P. 95' ( C) S89 24 51 E VA. 64 .6.6 \ — — — — .10.% SQ 9i lo. 97 ------------------- 54.16' (C - 5 3— _ —}- 6. 67' (C) z2 I LOT i 9.0 5' UTILITY EASEMENT S99017' 00' E 150. 01' PER PLAT a . a i �o . 6.7 0 �o �.Ofn O � rm 5'� .7.3 �� tCp O m TRACT DAD �. s 4o iY * :ter ``ar.7. _. t.,.. '�� .� 2 .5.9 .6.2 .6.5 $ 3 �. .4.3 0 \ N. \1. Ofi L01 :/P - \ LEGEND .to.z tl� o - IRON I t1.ot 9 - FENCE R.- IRON' O R/W - RIGHT O . L. 9 r - FOUND FO NO - -- N = p PLATp. MEASU \� C - CALCU E/P- EDGE A - CENTR Ito. 92 R - RAD I U L - ARC I x - POWER \.. _ . - FIRE' _ - WATER • - TELEP \ to.1 \ A-111'39'00' (P) A-1t2'00'32' (C) to.79 qq. R=25.00' (P/C) 1 s L-48. 67' (C) 00.9 to.24 '� S900 00' 00' W 112. 94' ( C) .5.6 ti \ °.4.44 -5 - 9~ MT NAIL 1 DISK . 2791 0'1' --- - - t — - `E/P --- -_ -- 0 i Fa JACK_SON WAY (50. 00' R/W) .3.7 `0 6- 1 I . . . . l!1 .5.77— 150. 01'-(M) 6. 06 6.30 40 01 \ SET NAIL i DISK . 2791 SET fib 6.91 \ .57 • STOP- 9.64 -- - - ,a6 \ 6. 24 tO. 72 �I 1. = i , DESCRII. 'PTION TRACT Am OF THE PLAT OF COASTAL COVES, UNIT NO. i, AS RECORDED IN PLAT BOOK 10. PAGE 71. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. i KlnTeC ' i.) REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED WITH ,. AN EMBOSSED SURVEYOR'S SEAL THE}BEARING>OF..THEr,',CENTERLINEGOF •JACKSON WAYt.(A,50 sy. , 1S ASSUMED NORTH%90•.00'00'.`EAST<'-'AND ALL'.BEARINGS SHOWN HEREON O z; .5.20 F' .5.6 .4.4 �`� TRACT "A" N N J Y LOT Lp O0 Tl>• t� Y F r�j cp. . to.2 7.3 do — AS 2 y " e-W939'00' (P) R-25 00, (P/C) L-48.87' ¢ (C) S90000' 00' W i 12.- 94' (C)3.7 .. ARE RELATIVE THERETO. 3:) BENCHMARKS, AND ELEVATIONS SHOWN. HEREON'. ARE RELATIVE TO. 13b[, 34' -IP1 \ ! n� .1367.33' . ' j150 00' Na_Yr: ` FLORIDA ,(M) �R L44u �s ._ .;'JACK_SQN s n 150.-01'-(M) DEPARTMENT OF TRANSPORTATION BENCHMARK k"- - •PUBCISHED'ELEVAT`ION'OF- 7700, . WHi CH. HAS A 3[ ?IaEt:0.3 " +� IUILi 013K i n4i .. c - (50 UO' R/WJ . — — e :' 6:703. _ ... .. k . k { '4:_) TNERE:M.AY'ADDITfONAL-RESTRICTIONS '-THAT:-ARE NOT SHOWN.:THAT MAY EfP & 06 3 BE FOUND IN THE PUBLIC RECORDS OF ST:'LUCIE COUNTY; FLORIDA. 5 ). UNDERGROUND FOUNDATIONS NOT LOCATED:; _I SURVEYOR'S CERTIFICATION THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN THE STATE OF FLORIDA, RULE 21HH-6 AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO FLORIDA STATUTE 472.027 AND REFLECTS THE FINDINGS OF AN ACTUAL FIELD SURVEY CON- DUCTED ON 9/02/92. IGNETIIS1 D Y OF PTEMBER, 1992. JOHN G. ALBR I TTON, P. L. S. STOTE!DF..FLORIDA CERT. NO. 2791 SURVEYOR'S NOTES`' - REV IEW,'OF THIS PLAT REVEALED EXTENSIVE DATA ERRORS PERTAINING TO THE ANGULAR;RELATIONSHIP OF THE SOUTH LINE OF SECTION 23 AND THE CENTER= LINE OFj STATE ROAD A-i-A. - THE NOATH LINE OF THIS PLAT APPEARS TO OVERLAP THE SOUTH LINE OF TRACT 12,:AS FOUND IN DEED BOOK 135, PAGE 528. OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. AND IS SHOWN ON THIS SURVEY. - THE CENTERLINE OF JACKSON WAY IS BASED ON FIELD MONUMENTATION. SOUTH / TOWNSHIP PREPARED FOR : ARTHUR MELLON SCALE : i' =30' FIELD BOOK : 52 APPROVED BY : JGA DRAWN BY : RCL PAGE-: 22- SHEET i OF 1 DATE : 09/02/92' JOB NUMBER : 92-1093 DRAWING NO : 106-B DATE REVISIONS