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HomeMy WebLinkAboutBOUNDARY SURVEY 8-30-18u u L.J L_ .J \.i I\ I I I I V I N PARCEL 1: THE SOUTH 145 FEET OF THE WEST 130 FEET OF THE EAST 388 FEET OF THE SOUTH 1/2 OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, LYING IN ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS BENEFITTING THE AFORESAID PROPERTY, OVER THAT PORTION OF LOT 3, CHARLES WAY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, PAGE 24, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING EASTERLY OF THE NORTHERLY EXTENSION OF THE WESTERLY BOUNDARY LINE OF AFORESAID PARCEL. PARCEL 2: LOT 3, CHARLES WAY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, PAGE 24, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 1.20 ACRES, MORE OR LESS. CERTIFIED TO: PHILIP TATAROWICZ DELILA MCKENNA PERMIT # 1808-0161 RICHARD C. LAVENTU FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 U I ILI I Y NU I L PROPERTY IS SERVICED BY CITY WATER. SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS AUGUST 22, 2018 (F.B. 18-252/1). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 24, BEARING S89`41'41"E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT UNLESS OTHERWISE SHOWN. 7. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. PROPERTY LIES IN FLOOD ZONE "X" PER MAP 12111CO277 J, DATED 2-16-12. 10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. BOUNDARY SURVEY - PREPARED PREPARED FOR DATE PHILIP TATAROWICZ & DELILA MCKENNA — R E V I S 1 0 N S - REVISE BALCONY DIMENSION BY DATE MWH 6/8/17 REMOVE PROPOSED SEPTIC SYSTEM; ADD PROPOSED FIFE MWH 7/6/17 FORMBOARD TIE—IN SURVEY MWH 12/12/17 WALL TIE—IN (FORMBOARD) SURVEY MWH 8/24/18 Dy St. LucU e "My f'11) 8F! UTK fi.F0 li;E� - ai! S'DFS l r;rR 7:NG.� BY DATE FIELD MWH 3/30/17 CALCS. RCL 3/29/17 DRAWN MWH 4/21/17 CHECKED RCL 4/21/17 FILE REF, FIELD BK/PG 16.2855 16-242/73 & GPS A = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C). = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK POB = POINT OF BEGINNING POO = POINT OF COMMENCEMENT IR = # 5 IRON ROD SO FT = SQUARE FEET IRC = # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT FFE = FINISH FLOOR ELEVATION PRM = PERMANENT REFERENCE MONUMENT P.L.S- = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1/2" IRON PIPE NO = NAIL AND DISK R/W = RIGHT—OF—WAY C) = SANITARY CLEAN OUT 00 = BACKFLOW PREVENTOR © = WELL PUMP 9�= EXISITING ELEVATION ;ULATED SITION OS = PROPOSED SEPTIC TANK 0 = EXISTING WELL = FIRE HYDRANT Gv M = GAS VALVE I.E.E. = INGRESS/EGRESS EASEMENT CBS = CONCRETE BLOCK STRUCTURE 0 = SET IRC LB 7056 ❑ = CATCH BASIN 0 = CABLE TELEVISION BOX = LAMP POST O = WATER METER p = AT&T PEDESTAL c'D., = CONCRETE POWER POLE `-❑� = WOOD POWER POLE (— = GUY WIRE CONC = CONCRETE —O— = 4' ALUMINUM RAIL FENCE —x— = 4' WOOD RAIL FENCE —o— = 4'/5' CHAIN LINK FENCE CHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM © = FPL TRANSFORMER PAD LAVENTURE & ASSOCIATES, INC. f PROFESSIONAL SURVEYING AND MAPPING *t 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX I W Z 17 DATE: 6-13-17 SCALE: 1"=20' JOB No. 16.2855 SHEET .1 OF 1 8 E. m QC-P-,,.-D _.Lo I 7.1 d Q VIL-oa1G -1e A'V-1I✓ 314 " Certification for Design Load Compilance 1, DESIGN CODE: Florida P.PBL?E0r1AV6,cwde 2017 Edition w/20_ supplements using ASCE 7-10 2, Structure Design is: _ Enclosed _ Partially Enclosed >G Open Building 3. Risk Category: _I _II _[[I_ IV Exposure Category: �C B ^,C ,_D Adjustment ooeMolent _ 4. Design Wind Velocity �6 mph ._,-+ASD —LRFD End Zone Width _#. 6, Mean Roof Height: Z�ft. Roof Pitch: 04:12 Parapet_ft, 8. Components &Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3aI 'MRH (worst case) Zone 1; PIN Zone 2: t A/ Zone 3:-F)`* Zone 4:41ozone 5:-3�a Garage: 7. Design Loads: Floor: P/A PSF RooODead: tVA PSF Roof/Live N /A- PSF Baloony: PSF Doric: �P'PSF Deck:8L t PSF Stairs:#_L± PSF Fence: PIA PSF Railing: ✓,�� PSF 8. Were Shear Walls Considered for Structure? Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? )�' Yes _Not applicable Explain Why Not: 10. Soil boring Test required _Yes E No (based upon section 1803.2 exception) STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO SE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2600 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 9" BEAMS COLUMNS 6. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12° AND COMPACTED TO A MINIMUM OF 96% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 6. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. a. FOR METHOD OF ATTACHEMENT OF DOORS 8 WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT, "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. A J� GONCEALEOpgS ORATTACHMENTS ARE THE RESPONSIBILl1yy0FTHE CONUTOROFRELft THESE PLANS AND ALL PROPOSED Wofi.( ARE SUBJECT TO ANY MIRECTIONS REQUIRED II<Y FIU INSP2CTOP,S -r; z UAYBE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLIOe ­E CODES. ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE DATE PLANS AND PERMIT MUST BE KEPT ON JOB R NO INSPECTION WILL BE, ^.D5 ARCHITECT Architectonic Inc; 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TATAROWICZ RETAINING WALL ST. LUCIE COUNTY, FLORIDA CLIENT II CONSULTANTS REGISTRATION OF Ft o LJS 9 7o i ai„ �+, •. 3�Zo�V FRFD AR0 MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION rztevlr KEY PLAN L op- -SHEET TITLE / SHEET NUMBER PROJECTNUMBER �gj03N DATE `c /Z,0/ J'9 &LKIr