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HomeMy WebLinkAboutSite Plan0*111 \ \ oA E SITE PLAN DIAMOND SANDS, PLAT NO. 2, LOT 9 SAINT LUCIE COUNTY, FLORIDA COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN PLAT BOOK 26, PAGE 26-261, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. RECORDED SEPT. 15, 1988. FLOOD ZONE AE ELEV 7' — \ rIru 78 IKL; UNREADABI N 1087670.801 906524.311 ELEV=469. A �0 \ N LA .BEN-i e ail \ 00 FND % IRC UNREADABLE GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK)' 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -12 CHANNEL (L1 & L2). COASTAL CONSTRUCTION CONTROL LINE (1972 CCCL) PER WEATHERINGTON & KIRBY SURVEY, FILE NUMBER 81-205L, ,,,_� DATED 6-30-81 (PLAT BOOK 16, PAGES 32, 32A-32G). — FLOOD ZONE \ �---- VEELEV 11' — --� —�� AE ELEV 7' — — — `�, L 0 T 3 — — 53.77' 39.75' 3. HE ORIGINAL GPS RTK MEASUREMENTS 11InII= 19 0n�0 FOUND 4"X4" CM •� �v f u. 1 vvU I Ut UUN UUAL STAMPED "L.B. #959 FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY , p A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A :, 6$ 22 TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR Ei;ON ,k�- �, �, \ REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE -IL "' �� ` e DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND %R S}pC8 �, �` o_ O RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. ----- M-- `O -? '0� o'. +ice -.. � � n 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING , + CARLSON SURVEY STANDALONE, SURVEY \f� 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:i IV HORIZONTAL: 10MM + 1 PPM (RMS) VERTICAL 20MM + 1 PPM (RMS). FOUND 4"X4" CONCRETE MONUMENT STAMPED "PRM #3859 (BEARING BASE) 212.13'(MEASURE N89'56'21 "E 53.54'(C) FOUND 4" CONCRETE MONUMENT PED "PRM #3859 SOT 45 (CANT) 5 R=17188.75' R=17238.7 0 00•36'04" ©=00'39'S0" �(R/W MAP)(C) FOUND IRON ROD IN PAVE NIT CUT-OUT (0.2' SOUTH, AND 0.3' EAS OF CALCULATED CENTERLINE TERSECTION) AVE ELEV 11' COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN PLAT BOOK 26, PAGE 26-261, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. RECORDED SEPT. 15, \1988. Z � cA O 0 �.Z. s \ R 94 BRASS CAP IN PIPE SOUTH LINE OF SECTION 27 MEAN HIGH WATER LINE LOCATED ON JUNE 15, 2016, 10:30AM ELEVATION 0.50 (NAVD OF 1988) CONVERT TO NGVD OF 1929 IS (+1.49) x 3• 00 ELEVATION "0" CONTOUR LINE \59.5 ' 4_1 \ \ \ l�_ _o '/ A ivz 3.15 54 61 ' x 7,1 � / SEASONAL HIGH WATER LINE ELEV. 5.35 NAVD OF 1988. \ LOCATED JUNE 15, 2016, 10:OOAM 0.51 NAVD OF 1988 MEAN HIGH WATER LINE LOCATED AT ELEVATION 2.00 FEET N.G.V.D. 1929 AS PROVIDED BY FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND FIELD LOCATED ON SEPTEMBER 13-19, 2005. \ 1 Clouser Report 6/19/2016 NORTHING EASTING BEARING DISTANCE 1083316.651 912095.456 1083316.312 91 1776.512 S 89'56'21 " W 318.944 1088098.277 910069.605 N 19'38'38" W 5077.471 1087579.008 910330.636 S 26'41'17" E 581.186 RADIUS: 17238.750 LENGTH: 1568.571 CHORD: 1568.030 DELTA: 05'12'48" CHORD BRG: S 24' 13'38" E PC—R: S 63'09'58" W PT—R: S 68'22'46" W RADIUS POINT: 1079797.330,894948.179 TANGENT: 784.827 1086149.082 910974.087 1084711.294 911543.944 S 21'37' 14" E 1546.600 1083316.651 912095.456 S 21'34'35" E 1499.732 Closure Error Distance> 0.03 Total Distance> 10592.504 Polyline Area: 990044.60 sq ft, 22.73 acres 26 SECTION CORNER ,J4 4' 3 \ A1A 5 d 91 d- ORANGE AVENUE 0 EECEE ROP EDWARDSF RD9 w a WHITE CITY ROAD N �Z 712 � �OPO /i A,A 6J�! PRIMA VISTA BLVD. SITE LOCATION MAP NOT TO SCALE STREET ADDRESS 7900 SOUTH OCEAN DRIVE, JENSEN BEACH, FL. 34957 Vo T_ ZLAW /�o r N — a 0 00 wawo�� a� W J �. �- m 2 LLf N — U) Z V o w� ... W O� Cn � 0 U. x 40 w ? ow LL N LL W I.L � m a LC) H r �— co W It 0 J Z aF ONO _ � ct ® Z U > J O J LU = � .-. � 0 O Z O (Dv Z N `. W � O J Y (� U. LL a 00 O 00 LEGAL DESCRIPTION BEING A PARCEL OF LAND LYING OVER A PORTION OF SECTION F- 27, TOWNSHIP 36 SOUTH, RANGE 41 EAST. ST, LUCIE COUNTY. w I-'O�I`DA; SAID PARCEL_ BEhNG MORE PARTICULARLY DESCRIBED AS � o FOLLOWS: z C-1) z w BEING ALL OF LOT 1, AS SHOWN ON THE PLAT OF DIAMOND Q � o SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES w � 40--46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. w SAID PARCEL CONTAINING 0.64 ACRES, MORE OR LESS. Q Q w w Q Q Q la Q Q GENERAL NOTES < A 1. THE BE*RINGS SHOWN HEREON ARF RASFn IIPnN THE VUFCT BOUNDARY bF DIAMOND SANDS PLAT NO. 2 AS RECORDED IN `PLATLj BOOK 54, PAGES 40-46, ST. LUCIE COUNTY PUBLIC RECORDS. CD 2. ALL ABOVE GROUND FIXED IMPROVFMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. En 3. IHE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND F-QZ FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. N � aW_Q � 'O Ww}� 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN J >_ LOCATED ON THIS SURVEY. Z 1L ZL DE O tD U U O 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS o ;�Z0 04 (nUjQ a IN ZONE "AE-7" AND "VE-11 ". ACCORDING TO THE FLOOD ,�L�Of INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0303 J, O _Z =DfL, EFFEC''IVE DATE o FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ,� Qzm' ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. ®Q I z vgNo Q W �0�U ] U)Uj 6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE �/ 'Z > Zoa� SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ,Q COQ 0Uj SURVEYOR & MAPPER. M o oo�� W o 3-Z ® I �wrA 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY Q _�__ OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIRITFn ? W~ f, "6l7HDU'T WRII1-l-E1v (;UINSENT OF THE SIGNING PARTY OR PARTIES. 8 cz� "'' O z0� 8. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD Q = 0 aZ=¢ V �z> MEASURED DATA. W��", Q j _ ~ 9. THE LAST DATE OF FIELD WORK WAS JUNE 15, 2016. �i m ooa-o ow ¢ 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE O w Zu-oa FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, OWNERSHIP, .4Z QWZ-J ABANDONMENT'S DEED RESTRICTIONS OF MURPHY ACT DEEDS. o0- 0- 0 U) 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988. LEGEND & ABBREVIATIONS A ARC LENGTH N&C NAIL AND CAP AVE AVENUE NO OR # NUMBER BM OR BENCHMARK NTS NOT TO SCALE BRG BEARING (P) PLAT DATA (C) CALCULATED FROM ORB OFFICIAL RECORDS BOOK FIELD MEASUREMENTS POB POINT OF BEGINNING C/L CENTERLINE POC POINT OF COMMENCEMENT CM CONCRETE MONUMENT PG. PAGE CO. COUNTY PRM PERMANENT REFERENCE DEG OR DEGREE MONUMENT FDOT FLORIDA DEPARTMENT R RD RADIUS ROAD OF TRANSPORTATION RR RAILROAD GPS GLOBAL POSITIONING SYSTEM R/W RIGHT—OF—WAY ID IDENTIFICATION NUMBER S/L SETBACK LINE IP IRON PIPE S.R. STATE ROAD IR IRON ROD ST STREET IRC IRON ROD & CAP TOB TOP OF BANK L LENGTH TWP TOWNSHIP LB LICENSED BUSINESS TYP TYPICAL LS LICENSED SURVEYOR UE UTILITY EASEMENT (M) MEASURED DATA & AND MON MONUMENT ® AT NAVD NORTH AMERICAN VERTICAL 0 DELTA DATUM 0 WATER METER AGV'D` l , 7 ;;.HL' GEODE -ITC VERTICAL IC!'RIc�HC L DATUM DRAWN BYI CA CHECKED BY: CA DATE: JUNE 18, 2016 H❑RIZ❑NTAL SCALE: 1a=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPEP... SEAL CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 4971 7� PRINTED DATE SHEET 1 OF 1 P-- --- 1 l