Loading...
HomeMy WebLinkAboutSurveyF, RECORD SURVEY LOCATED IN SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA FND 5/8 IR iE NO ID N 00015'30" W FIRE HYDRANT 100'08' CONCRETE i 17, 1 DRIVE 17 44 LEGEND & ABBREVIATIONS FND 5/8 IR PARCEL # 2313-123-000?-000-? NO ID GEM'S AND JEWEL'S A107.29' 1260 COPENHAVER ROAD OCCUPIED( FFk— 8.21) R17285.45' I 18 , 18 EXISTING 17,76 x -� � 15,�48 WD0021'20.30" WELL 17,5 \i 1 3 INV 17,36 SET 5/8 IRC SET NAIL 25.0' N 890404211E 216.66 LB # 7903 & DISK 61 7, — — — — — x LB # 7903 o FND 5/8 IR I IIN'V NO ID v I 15.42 C) I I INV O W of i A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONICCONCRETE DEG OR DEGREE ELEV ELEVATION I FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER I IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS 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 —E 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 RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY © WATER METER & AND p AT A DELTA UTILITY POLE Lpj MITER END SECTION SET NAIL & DISK LB # 7903 BENCHMARK- ELEV. = 18.22' POC FND NAIL & DISK ST. LUCIE CO. 17.9 cni OI O m 16,0x 18,22 18.0 x I 1 x 83 17.1 FND 5/8 RC 1 LS#34 35� q O com ri DZ I r < m I rn �O I U) OHP — UHT' - 17,9 0 0 x 17.9 0 z 0 I I 0 I I 0 I /17.3 81.3' O I FND NAIL & DISK NO ID BENCHMARK WO I ELEV. = 17.98' 1 m 73.5' 0 I 0 1 16,8 17.2 17,6x x I SET 5/8 IRC x \ LB # 7903 25.0' o POB I 18.48 18.28 1 ,22 1431.49' _ IS 00015#30" E 1/x4— x —x—x— c—x x —x x x 17A 17.0 c0 1 ST Y is FRAME RESIDENCE\ FFE = 19.3' 32.8' O O O -' N N 180.632.8' nip —01— 17,8 x 18,5 x 1814 DIRT 18,5 E 150.00' S 00015'30" E FND 5/8 IR NO ID DRIV 8 5 x8 119, OAKTREES TREES �\ 7 x 17.4 x 17,2 45.7' O N EXISTING w z bo FORMBOARDS v TOP ELEV. = 21.0' 15.5' w (—T 9.2' 0 m 00 O 37.7' a ao w U 'p N 8 Q CA O U 6 11.5' PARCEL # 2313-123-0003-000-6 J. STAHLBERG 1310 COPENHAVER ROAD OCCUPIED A%l CHICKEN cl COOPS 00 \O Cal 23 9 x 18,1 6 1N:oA 2 L x 17,6 O77 \O�� � -7 00 O Qdo �' Z `o O in N 18,0 FND 3/4 IP NOID (n O CD \ 17,8 PARCEL # 2313-123-0005-000-0 `\ J. McSWAIN fV Cfl COPENHAVER ROAD VACANT N 89042'42" E 304.85'M 335.94' PARCEL # 2313-132-0001-020-6 C. HAWSE 1950 COPENHAVER ROAD OCCUPIED (FFE =19.T) 18,5 m SET 5/8 IRC LB # 7903 31.09' FND 3/4 IP_ NO ID O A1A 95 i Y ✓1 V 9, b ORANGE AVENUE 0 �\ SITE 7- EDWARDS RD. ZO EEGH� 712 WHITE CITY ROAD O SOP AtA S J� ° PRIMA VISTA BLVD. �5 , PO G" LOCATION MAPa°i� y� RECEIVED NOT TO SCALE APR 2 0 1011 STREET ADDRESS P111, Ittt9 Devartm,, 1310 COPENHAVER ROAD, FT. PIERCE, FL 34945 t. LudCount/ LEGAL DESCRIPTION COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1 /4 OF THE NORTHEAST 1 /4 OF SECTION 13, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; THENCE TURN AND RUN EASTERLY, A DISTANCE OF 25.00 FEET TO A POINT ON THE EAST RIGHT OF WAY OF COPENHAVER ROAD, ALSO BEING THE POINT OF BEGINNING; (MISSING CALL ADDED BY SURVEYOR); THENCE RUN NORTH 320 FEET TO A POINT; THENCE TURN AND RUN EASTERLY 216.66 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY OF INTERSTATE 95; THENCE TURN AND RUN SOUTHEASTERLY ALONG SAID RIGHT OF WAY 243.36 FEET TO A POINT; THENCE TURN AND RUN SOUTH 88.19 FEET TO A POINT; THENCE TURN AND RUN WESTERLY, A DISTANCE OF 305 FEET TO THE POINT OF BEGINNING. CONTAINING 2.01 ACRES, MORE OR LESS U) T '� o, V W M 0 V Z aa eh t o w <2 0 w mLL o V 01 2 W Q N zyz W_a LU O >- vi w a � � w >' w >WZ o'W- w N m via N F 0 = t/)az Vi w ° c, a� Z V => o0 JOJ �o r. O (5 Q = W N 2 N ti O Z LL Y W 40 LL Z IL w a r w N N 0 0 �N (n > a 0 0 w a w a a a U prq N (U Q :Q CD 0 GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS Q w000 RESIDENTIAL. �0 waQ 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS a== NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & LL W. MAPPER. Z Q W, I ww U' o= 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE °z; SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED W ,�w SURVEYOR & MAPPER. LLJ CO fn co "Now 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE Z J = c� °LLZ EAST LINE OF COPENHAVER ROAD HAVING A BEARING OF O 2 W °NZ S00'15'30"E, ASSUMED DATUM, SAINT LUCIE COUNTY, FLORIDA. r W 07,1 �w 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS U C9 1O93 o �05 IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, w w 0z COMMUNITY PANEL NO, 12111 C 0167 J, EFFECTIVE DATE H LU 1¢- woi FEBRUARY 16, 2012. W C� _ _ z � 0 �2zu U O 0 5. w U o � o oow0 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. = F U o��w O `w z m U Z z w w o 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED wow STATES STANDARDS, IN FEET AND DECIMALS THEREOF. CU W o�=& o>°� 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE>3� U BEEN LOCATED AND SHOWN HEREON. w WZ2 �w0 U 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT max_° � ¢ O m BEEN LOCATED ON THIS SURVEY. N «00 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. 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. 12. THE LAST DATE OF FIELD WORK WAS APRIL 09, 2021. 18.1 GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILF A ROVING RECEIVER LOCATES EXISTING \MONUMENTS,IMPROVEME`NTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. DRAWN BY, CA CHECKED BY, CA DATE' APRIL 16, 2020 HORIZONTAL SCALE, 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL,, �€€((��yyQQ A FLORIDA LICENSED`glIR�DER. .= . CHARCESARNOLI PROFESSIONAL SURVEYOR & MAPPER SHEET 1 OF 1 PROJECT N0. 20-510