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HomeMy WebLinkAboutBOUNDARY SURVEYW E S SCALE 1 "=20' DESCRIPTION 2-1041 =1 LOT 4 FND PRM 2391J STOP/8" WALL EL=99.9 (0.1' NORTH) (4COURSES OF AS OF 8/22/18) BLOCK ULTIMATE TOP OF WALL TO BE 105.77' (WALL TIE/0.1' SOUTH, 0.4' EAST) O f N CD In - ❑ I FND PRM 21 (0.2' NORTH, 0.1' WEST) TOP/8" Wi (4 COURSE AS OF f ULTIMATE WALL- TO 1 (WALL TIE/ S88"56' 44" W STOP""' WALL EL=99.9 TOP/8" WALL EL=99.9 (4 COURSES OF BLOCK (4 COURSES OF BLOCK AS OF 8Z22/18) AS OF 8/22/18) ULTIMATE TOP OF ULTIMATE TOP OF WALL TO BE 105.77' WALL TO BE 105.77' (WALL TIE/0.1' SOUTH) (WALL TIE/0.1' SOUTH) PARCEL 2 TOP OF EXISTING SEPTIC PIPE EL=97.69 TOP/8" WALL EL=99.7 (4 COURSES OF BLOCK AS OF 8/22/18) l ULTIMATE TOP OF l WALL TO BE 105.77' rn r(WALL TIE/0.8' NORTH, 0.3' EAST) � 104.3' E -0-0 O O O FENCE TIE 2.6 (1.1' SOUTH) 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 DATE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 NCE TIE NORTH, EAST) IRC 2391 EXISTING CONC DRIVE CONC EXISTING 1n RESIDENCE a0 FFE=99.43 M COVERED 0 PAVERS to - - - - - - - - 07 EXISTING POOL N89°50'46"E 260.29' DECK 1 UTILITY NOTE PROPERTY IS SERVICED BY CITY WATER. SURVEY NOTES EXISTING CONC DRIVE 28.7' PARCEL 1 30' EXISTING CONC DRIVE a 0 0 SET IRC LB 7056 FND IR (NO ID) (0.9' NORTH, 0.1' EAST) FND PRM 2391 (0.3' NORTH, 0.1' WEST) -FENCE TIE (1.6' SOUTH) S89'50'46"W 355, 00' 0-0 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 FOR HILIP TATAROWICZ & DELILA MCKENNA LOT 2 388' N89"50'46"E 225.00' LOT 1 _ 258,00' SOUTH LINE OF THE SOUTH 1/7 OF THE SOUTH 1/2 OF THE NE 1/4 OF THE SE 1/4 OF SECTION 9-36-40 -REVISIONS - REVISE BALCONY DIMENSION BY DATE MWH 6/8/17 REMOVE PROPOSED SEPTIC SYSTEM; ADD PROP ®SED FFE MWH 7/6/17 FORMBOARD TIESURVEY ............................./12 MWH 127 1 /12/1 IN-IN WALL TIE-(FORMBOARD) SURVEY M.WH.. 8/24/18 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 & CPS EXISTING CONC DRIVE FENCE TIE (0.5' NORTH, 0.3' WEST) - I`FND IRC N00°13'04"W 2391 30' 1,E,E. I _ w1 LEGS nmm A = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK POB = POINT OF BEGINNING POC = 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 ND = NAIL AND DISK R/W = RIGHT-OF-WAY © = SANITARY CLEAN OUT 00 = BACKFLOW PREVENTOR © = WELL PUMP 14 _.'9= EXISITING ELEVATION o� 0 <zm LfJ m N N w~v mZ zo W C I / 'Ozil [L \ LfJ 0 to Q LLJ I 4 O 0 .r I M I m 0 U w 0 w z m f- w CALCULATED Q = PROPOSED SEPTIC TANK ® = EXISTING WELL �r = FIRE HYDRANT ov pQ = 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 OO = AT&T PEDESTAL M_, = CONCRETE POWER POLE `❑, = WOOD POWER POLE (- = GUY WIRE CONC = CONCRETE -0- = 4' ALUMINUM RAIL FENCE -x- = 4' WOOD RAIL FENCE -o- = 4'/5' CHAIN LINK FENCE OHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM © = FPL TRANSFORMER PAD CONTRACTv COPY LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING W+ E 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 6-13-17 SCALE: 1"=20' JOB No. 16.2855 SHEET 1 OF 1 File COPY Di' NORTH) (OPRM III FND PRM (0.2' NOR 0.1' WEST S88'56'44" C 23 130.37' b PFiP�� GOfJT'IIv640tY�j t>til 2- 9t=L �Q 0 53.3' PROPOSED i " 18' DRIVE N �jTUGCo 1=,rJl$t( dQ �bT�acK ,a1NT $LAa-IC 10.0' PROPOSED - CAR BARN ;.� PROPOSED MINIMUM FFE=101.50 \/ I � 6.0' I O �j ESEPTICWI°S 4�u®IC/ PROPOSED I SYSTEM If i rf"W-� WALK NI I 43.3' O I_ OD Lco 26.T BALCONY �I _�.-------e1 Pc. 9�9 fp�AcO� t :O oP65� i� -- LOT 3 �I �l PARCEL 2 r /5 yI?crtor�5.i (Z"t�h Z�L� � hV C cam, 'W� 53�5 Pa�-Z �'D►JT, � ,` �9 a LI 20.0'Z C CBS SHED 104.3' 'FENCE TIE (1.1' SOUTH) - _i " Qt,ASt'-D ��a oili,-3 3 f�{• N Certification for Desi n o d Co ilanc 1. DESIGN CODE: Florida S jMj EMT/ a 2017 Edition w/20 i supplements using ASCE 7-10 2. Structure Design is: -Enclosed -Partially Enclosed V- Open Building 3. Risk Category: _I _III_ IV Exposure Category: k B TC _D Adjustment coefficient 4. Design Wind Velocity �6 mph ASD _,•,LRFD End Zone Width -fL 5. Mean Roof Height: Z L ft. Roof Pitch: a/*:12 Parapet ^ft. 8. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. a 3af 'MRH (worst case) Zone 1: Zone 2: P/* Zone 3:- OlAr Zone 4:-4910Zone 5: 3`irr0 Garage: r0A 7. Design Loads: Floor: t PSF Roof/Dead: tY& PSF Roof/Live l4 PSF Balcony: 4 4PSF Dock: t!6tPSF Deck: L PSF Stairs:Mta PSF Fence: V A PSF Railing: Y&- PSF 8. Were Shear Walls Considered for Structure? Yes _Not Applicable Explain Why Not 9. Is a Continuous Load Path provided? )C Yea _Not applicable Expialn Why Not: 10. Soil boring Test required _ Yes i� No (based upon section 1803.2 exception) STRUCTURAL NOTES: 1, STRUCTURAL LUMBER TO BE HEM -FIR 92 GRADE OR BETTER WITH 1000 F.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 80 OR BETER WITH 30' MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3' BEAMS 1-112' COLUMNS 1-112' 6. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 1Y AND COMPACTED TO A MINIMUM OF 96% MODIFIED PROCTOR DENSITY. a. 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. 8. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHEMENT OF DOORS a 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. MA SCANNED By Stwewul r",mom .. 1wr. hn . U{14FChhLw 9+�i�leL1��"'n-�Yv Ta116:`1 AF i� H�)HIl Or THE affilYvoIiJ 01F RFrA iqD THESE PLANS AND ALL PROPOSED WQr , � ARE SUBJECT TO ANY COMECTION3 REQUIRED W MLLD ItSPECTT01S T; AT . Lid bE NECES14M IN ORDER TO COMPLYWITH ALL APPLICE CODES, ST. LUCIE COUNTY BUILDING DIVISION REVIEWED / FOR COMPuawrig ARCHITECT Architectonic 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TATAROWICZ RETAINING WA ST. LUCIE COUNTY, FLOP CLIENT CONSULTANTS REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION l ✓� K NwL;7I_M SHEET TITLE / SHEET NUMBER A- i Of k r'-'? o r DATE yj(zi(C(�^ PLANS AND PE MUST BE KEPT ON NO INSPECTION WILI i En 31