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HomeMy WebLinkAboutRecord Surveym 9 LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONC CONCRETE DEG OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER LOT158 IP IRON PIPE OCCUPIED IR IRON ROD FFF--2UO' IRC IRON ROD & CAP WELL AND SEPTIC LB LICENSED BUSINESS OUTOFRANGE LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS R/W RIGHT-OF-WAY ® WATER METER & AND 0 AT A DELTA 0 UTILITY POLE w PINE TREE MD NAIL & DISK (NO ID) BMC MARK (TOP O NAIL) ELEVATION = nJ . (NAND) RECORD SURVEY CITY OF PORTS CIE, SAINT LlI�eCOUNTY, FLORIDA .PE�708-0292 � , / / 23.52 / o 2 ,4 lc' "j h� 27.10 d 23.61 °) �r w FND 5/8'IR 2 , 23 23.750' O 00 LB #6674� 3,62 �/ w 3,4 X22,4 2 , A / - O nnw 1 23.58 I 1 "8 0voID) 4 / Lc x 24.1 COVES" LOT 161 OCCUPIED 0 26,21,_ ,_ yc 7 f "L PUMP x 23.2 x 8L u( ..®. FL APR Z3 2018 sARM 5� k \ k \ k -::/ \ k r;2722\k\k 4'MEFALFFVd \ k \ x / I I LOT 162 / OCCUPIED r FFE-28.88' x �n x ti x x � / I I x x >�4.8 / k \ 4WETAL FLVCE x FND 4X4 CM k 23. x / (VOID) 3 74.78' k 3.7 /�/ 1Sc fig\ k \ k \ k jx x 23.6 N 87'40'29" F N 591,tv 24,8 N 31.9, FND 318"IRC " (0 6 5.6 x 23.\ 7IOLLYWEBER ,.,) 9 DIP - N - GW - 6,65 26.3 164.3' 5 56 oCK 199.3, 23.2 23." 23.2 BI X SLIDE 211 23,7 EXHT1NG 2 1 7 23.0 8" 4 �t CAGE 2 .8 D 3.0 283 2 .53 x 22.8 I 7,61 a POOL EXLSTING 4�' 1 0� 25,6 0.4 � WE B ECOLOGMALASSOCYATESI$G c FIELD LOCATED ON 21.5 0211012016 6 ,�, 20� '` 2 9 2 .7 I o \ ,y � I 4 a I 21.6 $ 23,5 UNPLATTL'D 20.9 GOLF COURSE 21.9 9 23.3 2 21.6 I T 20.7 $ FND 5/8"IRC x 21.9 LB if 6674 aI O 2810 k 22.7 O AIA ORANGE AVENUE w 0 EDWARDS RD. 7Z i a� nz WHITE arr RDAD SITE 1, A'A PRIMA VISTA BLVD. ) LOCATION MAP NOT TO SCALE STREET ADDRESS 8335 CALUMET COURT, PORT ST. LUCIE, FLORIDA 34986 LEGAL DESCRIPTION LOT 161, SABAL CREEK, PHASE IV, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 24, PAGES 17 AND 17A OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. CERTIFICATIONS IMRAN M. MALIK; SOBIA J. MALIK; GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF CALUMET COURT, HAVING A BEARING OF N21'19'59"E, ACCORDING TO THE PLAT OF SABLE CREEK, PHASE IV, AS RECORDED IN PLAT BOOK 24, PAGE 17, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0275 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 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 OF PARTIES. 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. 10. THE LAST DATE OF FIELD WORK WAS FEBRUARY 07, 2018. 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988, BASE BENCHMARK BEING ST. LUCIE COUNTY (DODGE), ELEVATION OF 25.26 NAVD OF 1988. GLOBAL POSITIONING SYSTEM (GPSI NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY �-008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM TECHNICAL STANDARDS. r w a (n w z > I- ❑ JCIO = H Q f w a > o¢ o z o m J m Q v) J J Q E w O ❑ z o I--- w w a a i LL 3 F- FR q p Ga (a L7 A a r U U U U U U m OD Oo CD CD CD CD (ll (UM O LL, \ \ \ N N H o r CD C0 Q (U o N CU '., q \ p Q w m y o Z �3Z _ <,z O J LL IwwFn Q 1,dN� DD V WJO N O N w=�v �,oQQ U 0KOp ? Z=f� Z gIro,m ) 0 {} ZpKU alM ¢oZa o N J W7 00 oa3r- a xxW~in F m� U W a -0 U "ci[2o J n4z Qos Z ~ © w'�oo w�rv, NNW � N � O D:o zap 0QW2 LL zoom O �. 'wz H ow<H a 0 U <aom DRAWN BY; CA CHECKED BY, CA DATE; SEPTEMBER 25, 2014 HORIZONTAL SCALE, 1'=30' NOT VALID WITHOUT THE SIGN RE II AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL HARLES--ARNOLD DFESSIONAL SURVEYOR & MAPPER )RIDA LICENSE NO. 4971 PRINTED DATE SHEET 1 OF 1 PROJECT NO. 14-530