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1505 Richardson Ln RES21-0187 - Final SurveyLEGEND M = SITE BENCHMARK A/C = SET 1/2" IRON ROD LB#8139 FFE ® = FOUND 1/2" IRON ROD WITH NO IDENTIFICATION STY 0 = FOUND 1/2" IRON ROD YELLOW -CAPPED BRL WITH NO IDENTIFICATION R/W ® = FOUND 1/2" IRON PIPE YELLOW -CAPPED BOC WITH NO IDENTIFICATION �aa = POWER POLE EOP POB Q WATER METER POC Lai ELECTRIC VAULT PSM @R = WATER VALVE LB ca = COMCAST RISER LS ® = CATCH BASIN ORB ss = SANITARY SEWER MANHOLE PG (P) O CHAIN LINK FENCE (M) = BUILDING = CONCRETE = COVERED OR ENCLOSED SURVEYOR'S NOTES: 1. Legal Description has been furnished by client or'd/or his/her agents. 2. No Title Opinion or Abstract of Matters Affecting the Title or Boundary to the Subject Property have been provided. It IS possible that there could exist Deeds of Record, Unrecorded Deeds, Easements (especially any easements/documents recorded AFTER Plat Recordation) or other instruments that could affect this property.) 3. Measurements hereon are in accordance with U.S. Standard Feet, data acquired with Theodolite and Steel Tape, or with Technologically Superior Equipment utilizing Redundant Techniques. 4. Bearings hereon are based on:RBL as shown or stated hereon. 5. Contiguous lots lie in some block, unit, phase, section etc. unless noted. 6. Type of Survey: FINAL BOUNDARY SURVEY 7. Stated Legal Purpose of Survey: Acquisition, Sale, Mortgage, Permits, Planning. B. No Flood Zone Determination has been made or requested for this property during the course of this Survey. 9. This Survey is not Intended to Locate any subsurface/underground objects, improvements, foundations or encroachments. Survey reflects obove-ground features and improvements only. 10. This Survey Does NOT Reflect or Determine Ownership of land or fences. 11. This Survey is NOT Insured for Multiple uses. Fiduciary and all other obligations are limited to Certifyees listed hereon utilizing Survey for purposes listed in item 7 Above. See Note Above Signature Block. 12. Construct Improvements to Iron Markers es Described Only. Wooden Stokes/Wire Flags are NOT Property Corners. 13. All Above -ground Evidences of Utilities lie Within their respective easements unless noted. 14. Building Dimensions and their ties to adjacent property or other lines are made from exterior load-bearing walls, ignoring overhangs and ancillary attachments unless noted. Ties to structures are made by perpendicular measurement from nearest property or other line. 15. The Linear Closure of this survey exceeds 1:10,000. 16. Elevations if shown are based on the North American Vertical Datum of 1988. 17. Revision Note: Added Popup and Overflow Drain points with Elevations. MEASURED BEARINGS HEREON ARE BASED ON A FLORIDA DEPARTMENT OF TRANSPORTATION BENCHMARK "BART' AND "KREG', WHICH WERE DERIVED FROM A GLOBAL POSITIONING SYSTEM (GPS) REAL-TIME KINEMATIC (RTK) SURVEY. A SOKKIA GCX3 GPS RECEIVER WAS USED AS A ROVER, RTK CORRECTIONS WERE OBTAINED FROM THE FLORIDA PERMANENT REFERENCE NETWORK (FPRN), COORDINATES OBTAINED FROM THE GPS SURVEY ARE REFERENCE TO NORTH AMERICAN DATUM OF 1983 (NAD83)-(2011)-(EPOCH 2010.0000). = AIR CONDITIONER ON PAD = FINISHED FLOOR ELEVATION = STORY = BUILDING RESTRICTION LINE (SETBACK) LINE = RIGHT-OF-WAY LINE BACK OF CURB EDGE OF PAVEMENT - POINT OF BEGINNING POINT OF COMMENCEMENT PROFESSIONAL SURVEYOR AND MAPPER = LICENSED SURVEY BUSINESS = LICENSED SURVEYOR = OFFICIAL RECORDS BOOK = PAGE = PLAT CALL = FIELD MEASURED VALUE `poEP N/D LB8139 BAS 10.92 N/D LB8139 BM2 10.48 16 +E O Wv GRAPHIC SCALE 0 20 30 ( IN FEET ) 1 inch = 20 ft. Surveyor':: Certification Special Note - Liability Notice NN. EV NNS 5 a 4 NN WM n0 Ix = NN. - W NN J N� �, t------------.'� N WEST 1/2 OF w THE SOUTH 1/2 TRACT "A" C, Lr..% (2.6' N N� O 1 I 1 586'15'23"E 92.96'(M)(0) o> o-1 10 7.3' o ro #1505 I o NN _- ��GARAGE JF2 ST PLEX NNS aka 4.0' .. FFE - 0 FFE = 12.00' -Y. V- h N Np O Ev 0 NN- NN�A C N :NN O o ¢ o0l9_ ' � g v 11.0 Ci 11.2- �5 16 17"W 92.7 �r N -- ------ CB BOC �- REPRODUCTIONS OF THIS r ETC tU..*P UNLESS SEAl�9 LTH THE E11B $� SUR ° skvAc *. ,3�r.4£ysE NaM?p\by.FkNOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN IN TITLE AND ST�N�s osHOF Sul (7o�ACTICFI X' eY THE FL RIDn Bon�T IMF RDTHE OF STRICTLY ATION PROHIBIOTEDSBELOW. ANY OTHER USE, AND RESTRICTED. SURVEYOREFIT IS REOSPONSIBLE RELIANCE ONLYATIO TOTHER HOSE CERTIFIEn PROF SSIONAL 'RVE"ORS 4L � ORDANCE WITH AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE RIGHTS OF ANY C�( R J-17 FOPM 1 s. 1 TO CHAPTER OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY IN ANY MANNER WHATSOEVER, WITHOUT THE a c I _ _ AS DONE UNDER MY WRITTEN CONSENT OF THE SIGNING SURVEYOR. SEE SURVEYOR'S NOTE 11 HEREON. S +RV191ardon D. Shugart ¢•t a e. # STMT DF D A 2024.02.06 �:ri mnse No. 7008 1, Signature :at, Br.nd.09=��70 MAP OF FINAL BOUNDARY SURVEY surveying@imecivii.com EOP (so -P A' D RDO_M CNNEREROAD-,D.97 R/W'20' ASPH _ - ALT ROAD) p NN. IME CIVIL & SURVEYING, 1870 COUNTY ROAD 214 ST AUGUSTINE, FLORIDA 32084 WWW.IMECIVIL.COM 904-429-7764 Licensed Survey Business *8139 Certificate of Authorization *33025 ©Copyright Do not copy or reproduce without permission. ,__POPUP 11.73 �i OVERFLOW DRAIN a 11.64 POPUP X11.18 N87.20'05"W 109.74'(M) LEGAL DESCRIPTION PART OF LOT 15, DONNER'S SUBDIVISION, ACCORDING TO PLAT BOCK 8, PAGE 4 OF THE CURRENT PUBLIC POC RECORDS OF DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT ZONING INFORMATION RM -G FROM PROPERLY THE SOUTHEAST CORNER OF LOT 1 OF FRANCIS COVE, AS RECORDED IN PLAT BOOK 50 PAGES 67 AND 67A OF /F AFOREMENTIONED COUNTY THENCE RUN N87'20'D5"W, A DISTANCE OF 109.74 FEET; THENCE RUN S00'06'14"E, A APPRAISERS WEBSITE DISTANCE OF 33.67 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SDO'06'14"E, A DISTANCE OF 33.55 • FRONT - 20' 20'7.5' FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF DONNER ROAD; THENCE RUN N8S16'17"W ALONG THE • SIDE - SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 92.78 FEET TO THE EAST RIGHT OF WAY LINE OF RICHARDSON • REAR - 20' LANE; THENCE RUN N00'38'45"W ALONG THE SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 31.98 FEET TO A 2 1/2" IRON PIPE 1_13#8139; THENCE RUN S86'15'23"E, A DISTANCE OF 92.96 FEET TO A �" IRON PIPE LB#8139 AND Z THE POINT OF BEGINNING TO CLOSE. SAID PARCEL CONTAINS 3,032 SOUARE FEET OR 0.07 ACRES MORE OR LESS. COUNTY SUBJECT TO A DRAINAGE EASEMENT SHARED WITH THE PARCEL ABUTTING SOUTHERLY THERETO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 1; THENCE RUN N87'20'05"W, A DISTANCE OF 109.74 FEET TO THE POINT OF BEGINNING; THENCE RUN S00'06'14"E A DISTANCE OF 67.22'; THENCE RUN N85*15'17"W A DISTANCE OF 19.33'; THENCE RUN NO3'44'37"E A DISTANCE OF 66.47'; THENCE RUN S87'18'21"E A DISTANCE OF 14.82' TO THE POINT OF BEGINNING. ORB 13929 PG 848 ORB 12949 PG 1157 Ix = NN. - W NN J N� �, t------------.'� N WEST 1/2 OF w THE SOUTH 1/2 TRACT "A" C, Lr..% (2.6' N N� O 1 I 1 586'15'23"E 92.96'(M)(0) o> o-1 10 7.3' o ro #1505 I o NN _- ��GARAGE JF2 ST PLEX NNS aka 4.0' .. FFE - 0 FFE = 12.00' -Y. V- h N Np O Ev 0 NN- NN�A C N :NN O o ¢ o0l9_ ' � g v 11.0 Ci 11.2- �5 16 17"W 92.7 �r N -- ------ CB BOC �- REPRODUCTIONS OF THIS r ETC tU..*P UNLESS SEAl�9 LTH THE E11B $� SUR ° skvAc *. ,3�r.4£ysE NaM?p\by.FkNOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN IN TITLE AND ST�N�s osHOF Sul (7o�ACTICFI X' eY THE FL RIDn Bon�T IMF RDTHE OF STRICTLY ATION PROHIBIOTEDSBELOW. ANY OTHER USE, AND RESTRICTED. SURVEYOREFIT IS REOSPONSIBLE RELIANCE ONLYATIO TOTHER HOSE CERTIFIEn PROF SSIONAL 'RVE"ORS 4L � ORDANCE WITH AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE RIGHTS OF ANY C�( R J-17 FOPM 1 s. 1 TO CHAPTER OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY IN ANY MANNER WHATSOEVER, WITHOUT THE a c I _ _ AS DONE UNDER MY WRITTEN CONSENT OF THE SIGNING SURVEYOR. SEE SURVEYOR'S NOTE 11 HEREON. S +RV191ardon D. Shugart ¢•t a e. # STMT DF D A 2024.02.06 �:ri mnse No. 7008 1, Signature :at, Br.nd.09=��70 MAP OF FINAL BOUNDARY SURVEY surveying@imecivii.com EOP (so -P A' D RDO_M CNNEREROAD-,D.97 R/W'20' ASPH _ - ALT ROAD) p NN. IME CIVIL & SURVEYING, 1870 COUNTY ROAD 214 ST AUGUSTINE, FLORIDA 32084 WWW.IMECIVIL.COM 904-429-7764 Licensed Survey Business *8139 Certificate of Authorization *33025 ©Copyright Do not copy or reproduce without permission. ,__POPUP 11.73 �i OVERFLOW DRAIN a 11.64 POPUP X11.18 N87.20'05"W 109.74'(M) POC SOUTHEAST CORNER OF /F LOT 1 OF FRANCIS f COVE, AS RECORDED IN ff PLAT BOOK 50 PAGES 2 57 AND 67A OF DUVAL Z ~ COUNTY j Ln Q N W H Q CI W � N 5 N LL. r �0 N m _o Q W CASTRO Y FERRER GRANT NORTH LINE 11.35 OF DONNER ROAD N85'00'56"W 109.2 LOT DIMENSION TABLE AREA (SO.FT. LOT SIZE 3032.9 BUILDING 922.7 AC PAD 15.7 CONCRETE 288.2 ,TOTAL IMPERVIOUS AREA: 1226.6 (40.4%) LLCADDRESS OF PROPERTY SHOWN HEREON: FOR: AMERICAN CLASSIC HOMES AT: 1505 RICHARDSON LANE ATLAN I _ BEACH, FL 32233 Drawn By. VG Scale1" - 20 Feet Field Survey Date: 01/29/2024 Drawing/File #:021121.7 FB/PG: 23/120 Plot Date: 02/06/24 Additional Inform otion/Certifications: XXXXX a 64