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HomeMy WebLinkAboutSurveysFIR 5/8 SURVEYORS NOTES OHUL 1240 S.F. O.S.S.D.S. /+ �S — 46.67' J FRC 5/8" UNREADABLE 1) THE SURVEY SHOWN HEREON WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REVIEW, OR OPINION OF TITLE. 2) THIS PARCEL IS SUBJECT TO ANY ADDITIONAL EASEMENTS, RIGHTS -OF -WAY, OR RESTRICTIONS OF RECORD, IF ANY. 3) NO AERIAL OR SUBSURFACE IMPROVEMENTS OTHER THAN THOSE SHOWN WERE LOCATED AS PART OF THIS SURVEY. 4) SUBSURFACE ENCROACHMENTS, IF ANY, WHERE NOT LOCATED AS PART OF THIS SURVEY. 5) THE LAST DATE OF FIELD SURVEY WAS CONDUCTED ON AUGUST 18, 2020. 6) THE INTENT OF THIS SURVEY IS TO PROVIDE BOUNDARY INFORMATION FOR PERMITTING PURPOSES. PURPOSES. % j SO-1 JEl: I F'}t'"U-1--E Y' LAYS Wr I HI'IV' F LOO-0 ZONE "K", AS J}''i'CTVON' ON' THE F EL76F?AL tlVERu IV'l: 4' MANAGMENT AGENGY MAP PANEL 12111CO186J, EFFECTIVE DATE fERUARY 16, 2012. © 2020 TEPHILLIPS, LLC 9/70/20 TP I ADD FLOOD ZONE DESIGNATION TO NOTES DATE I BY REVISIONS Date: 9/12/2020 Scale: 1"=20' Comp. By: TP Check By: TP Field By: TP DATA FILES Page: N/A Field Date: 9 18 20 HA VHf4"T#rWT o (50' RIGHT—OF—WAY) OHUL I 1R3 g7r.)(P) EXISTING 55.00' I I ENTRY 79.3' �A \ �9 PROPOSED C.B.S. RESEDENCE +�u F.F.E. 15.03 S> t, SURVEYOR AND MAPPER'S SIGNATURE COVERED +14� PATIO 24' 1. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS MAP/REPORT IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 2. NO SEARCH OF THH OFFICE. PUBLIC RECORDS HAS BEEN MADE BY THIS l TED E. PHILUPS. PROFESSIONAL SURVEYOR MAPPER STATE OF FLORIDA NO. 5932 183.9'(C)(P) + 0 O O BENCHMARK: PK NAIL AND DISK ELEVATION 18.87 OHUL — FIR 5/8" EAST RIGHT—OF—WAY 272.611'(C) 272.60'(P)� III C�\ \\ FIR 5/8" DESCRIPTION (OFFICIAL RECORDS BOOK 4022, PAGE 1636) LOTS 13,14, AND 15, BLOCK 1, FLORENCE M. HATCHER SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, PAGE 7, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA TEPHILLIPS, LL C PROVIDING SURVEYING AND MAPPING SERVI(XS 102 SW PARISH TERRACE, PORT ST. LUCIE, FLORIDA 341)84 P:772-359-7023. EMAIL: ted—phiUips®COMCAST.NET FLORIDA LICENCES LS5932, LB8079 FIR- FOUND IR ORB -OFFICIAL PG- PAGE TYP- TYPICAL FIR- FOUND IR FRC- FOUND IF C\L-CHAINLINK -WOOD PO OHUL - OVERH (P) -PLAT (C)-CALCULAT '01 ROD ROD AND CAP POLE UTILITY LINES RICHARD A. JEMISON III BOUNDARY SURVEY AND SITE PLAN u❑ :i. ii' Tf:1=.a HJ PROJECT No: JEMISON BNDY 20-012 SHEET 1 �1F 1 J 7 — — _ SCREENED PORCH /. N. O AM7(o, i 7D �. •zBEDROOM #2 � r M/BEDROOM - i \' O _KIT_CHEN ' : _ `� T- DINING ROOM Tit _ �, , Q ►. { .... 1 _ AL . NOTE: WALL BETWEEN GARAGE & RESIDENCE - _ TO BE 1- HOUR FIRE RATED W/ 20 MIN y _ — S y- DOOR ASSEMBLYqp 2 CAR GARAGE W.i C. m W.I.CTV _LAUNDRY .�/ _GREAT ROOM I _GAME ROOM_ ' -- _ — — _ _ \ i � MASTER BATH_ —No ,,. 6�dt / dIiT57- qP tf/ 33 s/'2 FRONT PORCH T _FLOOR PLAN WELECTRICAL_ SCALE''/." NOTE: GRADE' OT AND SLOPE INTO SV#,AL`S FOR POSITIVE DRAINAGE AWAY FROM RESIDENCE AND SEPTIC DRAINFIELD FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5&-5f-n54211 & Well #0 - tb-'�7 Date: q 1�IV?P _ Reviewer:— AREA CALCULATIONS: A/C AREA 1739 S.F. GARAGE 832 S.F. FRONT PORCH 132 S.F. REAR PORCH 235 S.F. TOTAL 2938 S.F. J _m �a 0 �W U� _ SITE PLAN GENERAL NOTES: 1. THIS IS A NEW CBS HOME ON VACANT LAND. 2. ALL STRUCTURAL FRAMING TO BE #2 SOUTHERN YELLOW PINE OR BETTER. 3. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4. ALL CONCRETE SLABS TO BE TERMITE TREATED ON CLEAN COMPACTED FILL WITH 6 MIL VISQUEEN VAPOR BARRIER. 5. ALL CONCRETE TO BE 3000 PSI. FIBERMESH. 6. ALL REBAR•STEEL TO BE GRADE 60. 7. DESIGN BASED ON SOIL BEARING OF 2500 PSF. 8. ALL EXTERIOR WINDOWS ARE INSULATED, IMPACT & LOW E, PRESSURE RATED FOR 128 MPH WIND LOADING, INSTALL PER MANUFACTURERS SPECIFICATIONS. 9. HVAC CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. 10. ELECTRICAL CONTRACTOR TO COMPLY WITH ALL EXISTING CODES & 2017 N.E.C.. 11. PLUMBING CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. 12. ALL WORK TO BE IN COMPLIANCE WITH THE 2017, FBC (b-* EDITION) & ASCE 7-10. 13. GENERAL CONTRACTOR/OWNER TO VERIFY ALL DIMENSIONS AND STUCTURAL CONDITIONS.AS SHOWN ON THE PLANS.: ANY DISCREPENCY BETWEEN THE PLANS AND THE ACTUAL EXISTING CONDITIONS SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. Design RICHARD A. JENIISON P.O. Box 5616 \\ \�o 11 I p Pierce, Fl. 34954 \\ •ICH 5-5623 / o a `• BENCHMARK ENGINEERING OF THE TREASURE COAST _0; o z- m ^/ ' 909 DB AWARE AVE- FT. PIERCE, FL 34960 (772) M-M Y399 / 06/01/20 RESIDENCE SHEET RICHARD & SONJA JEMISON BOWDOIN TBA HATCHER STREET OF 5 P.E.970878 FT. PIERCE, FLORIDA