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893 Amberjack Ln RES24-0285 surveyXBM1 = SITE BENCHMARK -0ma = WATER BIB q-= FIRE HYDRANT ❑CTV= CABLE/INTERNET UTILITIES BOX `L„ = POWER POLE ❑„M = EXISTING WATER METER owe = PROPOSED WATER METER 0 = FOUND 1/2" IRON PIPE WITH NO IDENTIFICATION EXISTING GROUND ELEVATIONS EXISTING TREE CHAIN LINK FENCE WOOD FENCE SURVEYOR'S NOTES: 1. Legal Description has been furnished by client and/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: PLOT PLAN 7. Stated Legal Purpose of Survey: Acquisition, Sale, Mortgage, Permits, Planning. 8. 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 above -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 as Described Only. Wooden Stakes/Wire Flags are NOT Property Corners. 13. All Above -ground Evidences of Utilities lie Within their respective easements unless noted. 14. Street (s) hereon are centered in R/W unless noted. 15. 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. 16. The Linear Closure of this survey exceeds 1:10,000. 17. Elevations if shown are based on the North American Vertical Datum of 1988. 18. Dimensions for the proposed residence shown hereon are from the provided foundation plan. 19. See house plans for additional details. 20. Current FEMA F.I.R. Maps show property in FLOOD ZONE "X" according to flood insurance rate map panel: #12031CO408J. Special Note - Liability Notice NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN IN TITLE AND CERTIFICATION BLOCKS BELOW. ANY OTHER USE, BENEFIT OR RELIANCE BY ANY OTHER PARTY IS STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY IN ANY MANNER WHATSOEVER, WITHOUT THE WRITTEN CONSENT OF THE SIGNING SURVEYOR. SEE SURVEYOR'S NOTE #11 HEREON. Surveyor'��v t v on REPRODUCTIONS OF THIS SKETURRE T VALID 65� �R+1 D WITH THE EMBOSSED SEAL OF I GSURVEYORC, A/C = AIR CONDITIONER ON PAD BOC = BACK OF CURB BRL = BUILDING RESTRICTION LINE (SETBACK) LINE DB = DEED BOOK EP = EDGE OF PAVEMENT GYA = GUY ANCHOR JEA = JACKSONVILLE ELECTRIC AUTHORITY JEA-E = JACKSONVILLE ELECTRIC AUTHORITY - ELECTRIC JEA-EE = JEA ELECTRICAL EASEMENT LB = LICENSED SURVEY BUSINESS LS = LICENSED SURVEYOR OHW = OVERHEAD WIRE/LINE ORB = OFFICIAL RECORDS BOOK PC = POINT OF CURVATURE PG = PAGE POB = POINT OF BEGINNING POC =POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT PSM = PROFESSIONAL SURVEYOR AND MAPPER RBL = REFERENCE BEARING LINE R/W = RIGHT-OF-WAY LINE STY = STORY TBR = TO BEREMOVED TYP = TYPICAL (P) = PLAT CALL (M) = FIELD MEASURED VALUE (D) = DEED CALL (C) = CALCULATED VALUE, FROM FIELD MEASUREMENTS (R) = RECORD VALUE vv = PROPOSED DRAINAGE FLOW EXISTING DRAINAGE FLOW (10.0) = EXISTING ELEVATION 10.0 = PROPOSED ELEVATION = CONCRETE COVERED OR ENCLOSED LOT 10 GRAPHIC SCALE 0 30 45 ( IN FEET ) I inch = 30 ft. N59°12'35"E 10.34'(C (10.8) Z' 10.8/ \(01, o LOT 9 0 Ln J N O p LOT 8 1.0 9 1� W 0.g \ 0 '"'J• '0,0.6 20' BRL 0aI LOT 0*o? 103 7 10.9 Z I All 113 (J; I (10.6) 10.6 LOT 23 io CO v CURVE IDENTIFICATION TABLE CURVE RADIUS DELTA ARC LENGTH CHORD BEARING CHORD LENGTH C1 (P) 120.00' -- -- S62°25'18"W 62.07' C1(M) 120.00' 29`58'28" 62.78' S62`30'53"W 62.06' LEGAL DESCRIPTION LINE IDENTIFICATION TABLE LINE BEARING DISTANCE LI(P)(C) N23°42'20"E 10.00' L2(P) N59°08'20"E 75.52' L3(P) S85"20'02"E 50.00' L2(M) N59°12'35"E 65.18' TO FOUND REFERENCE L3(M) I S85"11'51"E 50.07' 91 THE STNDAS PRA TICE CSETO FOR HVEBYD HET LORIDAE BO RDD HERONN OOFESSIONALA SURV YOR LO • 24, BLOCK 4, ROYAL PALMS UNIT ONE AND MAPPERS IN ACCOR AN WITH CHAPTER 5J (FORMERLY 61G 17), PURSUANT TO CHAPTER 7 FLORIDA STATUTES, WAS DONE U DER MY SUPERVISION. PLAT/MAP BOOK 30 PAGE 60 AND 60A Brandon D. Shugart w 03/02/202,, STATE OF PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA Signature Da to ida Professional Surveyor a per a A1C ,4,;l PLOT PLAN SHOWING BOUNDARY SURVEY Ip m AND TOPOGRAPHIC AND TREE © Copyright Do not copy or reproduce without permission. (0.7' ON) \ \ \� 1�1 \ 20 A 1 0V(11.0) a� 11_0 LUQ, "` 10.9-- _, AJOOD SF O s N 12.0'0 • a N 391' #893 N 1 STY N RESIDEN E FFE EL 11.72' 39. ' • 25' BRL011-, -- _ 110. - � 10 to 10.5 10. 10(10.1) C1 P 10.1 10.96 A • BACK OF CURB 24"MANHOLE 8.76 _EDGE OF PAVEMFnir Amber jackLane (60' R/W 23' CURBED TTERED ASPHALT) 8.69 IMECIVIL & SURVEYING, LLC ADDRESS OF PROPERTY SHOWN HEREON: 3000 N. PONCE DE LEON BLVD, SUITE C ROF� Charles Lundgren ST AUGUSTINE, FLORIDA 32084 ATc 893 Amber ock Lane Jacksonville, FL 32233 Residential - Commercial - Environmental - Industrial Civil Engineering, Surveying & Mapping, Inspections W W W.IMECIVIL.COM Civil Engineering/Inspection Division: 904-460-5475 Surveying & Mapping Division: 904-429-7764 Licensed Survey Business n8139 Drawn By:TMR, EDS Scale 1" = 30 Feet Field Survey Date:05/01/2020 Drawing/File #:043020.3 FB/PG: 36/59 Additional Information/Certifications XXXXX O � J 2 111 c) 'v (11.2) m� 11_2 O n !v LOT 25 �CD J^ a � • 25' BRL011-, -- _ 110. - � 10 to 10.5 10. 10(10.1) C1 P 10.1 10.96 A • BACK OF CURB 24"MANHOLE 8.76 _EDGE OF PAVEMFnir Amber jackLane (60' R/W 23' CURBED TTERED ASPHALT) 8.69 IMECIVIL & SURVEYING, LLC ADDRESS OF PROPERTY SHOWN HEREON: 3000 N. PONCE DE LEON BLVD, SUITE C ROF� Charles Lundgren ST AUGUSTINE, FLORIDA 32084 ATc 893 Amber ock Lane Jacksonville, FL 32233 Residential - Commercial - Environmental - Industrial Civil Engineering, Surveying & Mapping, Inspections W W W.IMECIVIL.COM Civil Engineering/Inspection Division: 904-460-5475 Surveying & Mapping Division: 904-429-7764 Licensed Survey Business n8139 Drawn By:TMR, EDS Scale 1" = 30 Feet Field Survey Date:05/01/2020 Drawing/File #:043020.3 FB/PG: 36/59 Additional Information/Certifications XXXXX