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HomeMy WebLinkAboutBoundary Survey0 2 Ti ol 20, 40'.0 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 IP 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 NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG( PAGERS) PAGERS) 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 A AT 0 DELTA �S UTILITY POLE FND 5/8 IRC UNREADABLE CO O U Z o Lu o q + o N (n W 00 w W N Q U O 0 L6 W LJLJ F- U ry n FARM FENCE -x--x—x—x= 665.58' N 89038'50" E BOUNDARY &TOPOGRAPHIC SURVEY LYING IN SECTION 8, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA CARLASHTON OFFICIAL RECORD BOOK 839, PAGE 1020 OCCUPIED MIN. SETBACK REQ, FRONT SIDES, CNR STLTFc REAR_ -- ZNG. TECH, x FARM I FENCE x x_x- X- X-X-X-x- X-x- X-X- x- X- x -x-X-x -x -x -x x-x-x-x-x-X-x-x-X-X-X-x--x-X-x-X-X-x->30. FND 1" IP N 89051'34" E 302.78' FND 1" I P NO ID NO ID cf)Cn . O 0a0 0 0 cz cA� w m 199.40' CJ1 W C7 � d� Ul PUMP ry�ti SHED a� 61, :RED CH 1 STORY CBS 6° RESIDENCE ti 6 T�l 1,U Z W FND AXLE NO ID 302.72' N 89051'34" E SOUTH LINE OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 35 SOUTH, RANGE 39 EAST FND 5/8 IRC LB # 7056 I I Z O O 0 1 O nj O I 0 CYCLONE DRIVE (20' DIRT) 60' INGRESS & EGRESS EASEMENT 333.181 N 89051'34" E MICHAEL STUHR PARCEL ID 2308-131-0000-250-1 1.15 ACRES +/- OCCUPIED REVIEWED FOR CODE COMPLIANCE ST. LUCIE COP�N-rY2 ZCG lot -0 It 66 45.37' U) o O0 O W o 0 W iw p. m 4 I% FND 1" IP NO ID 30. FND R �S M # 3. F-- cn Q W rn W Z Q O V) L0 110 a_ V) z O Z O F- C-) W LL- O Q W Of O z W LL- O W \ > 0 W 1- 3: � S o ~ O z W S LL- O CV ASPHALT \ DRIVE T O O O O FND NAIL & DISK Co- ci LB # 7903 m BENCHMARK ELEV = 20.81' V y O A1A 7% w9/ SITE b oa 0 ORANGE AVENUE ORANGE AVENUE a 0 �Z � ROA " Z N Q 712 WHITE CITY ROAD OKEE�"- o� AIA yy PRIMA VISTA BLVD. t LOCATION MAP NOT TO SCALE STREET ADDRESS 372 CYCLONE DRIVE, FORT PIERCE, FL 34945 c v 0 M 0 Lu 0, Lo LL a M 2 W N U & w& 0 aLL w �w 0 LL W � a N N cc v LL o v- � Q F N y _> o c� o � =W CNI to> Z N Y Z z 0 co = o IL It LEGAL DESCRIPTION THE SOUTH 143.97 FEET OF THE WEST Y2 OF THE EAST Y2 OF THE NORTHWEWEST Y4 OF THE NORTHEAST Y4 OF SECTION 8, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA; LESS AND EXCEPTING THE EAST 30 FEET TOGETHER WITH A RIGHT OF INGRESS AND EGRESS OVER THE NORTH 60 FEET OF THE EAST Y2 OF THE WEST Y2 OF THE SOUTHWEST Y4 OF THE NORTHEAST Y4 AND THE NORTH 60 FEET OF THE WEST Y2 OF THE EAST Y2 OF THE SOUTHWEST Y4 OF THE NORTHWEST Y4 OF SAID SECTION 8; SAID LAND SITUATE, LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. pq GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE WEST ow LINE OF NE Y4 OF SECTION 8 TOWNSHIP 35 SOUTH, RANGE 39 G Z EAST, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF a- S00'02'33"E. (ASSUMED DATUM) 0 N5z Z 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY Z 0 Q z< DO owl IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, 0 W ow9a COMMUNITY PANEL NO. 12111C 0155 J, EFFECTIVE DATE U o �sZw N w O: j FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE _ U) U) 0 Nwa¢ LLN�W U O,oW DETERMINED BY AN ELEVATION CERTIFICATE. Q Q W z ZOLL-, U Faom 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE Q 0 W 0 z rZNo BEEN LOCATED AND SHOWN HEREON. co J J Z > No w VJ W I- aw j �z o to %Fwa 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND 1J 0 F- oaor FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. U) z w00fZ Q Z a ww,s 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT W 0 W O' ~ nwro BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. Z m 0 OCJrO 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS < 0W�� / ~ a U'dZ" Q LL � aZUQ OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, Z U � 0 F p -Eoo OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT � (A (' Z 5�0" DEEDS. W W Q z ���� down mw 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE Y = W Naw= SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED Zooa SURVEYOR & MAPPER. <Z J �wmz 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY F- �o (n MWIE OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED Q O to WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD DRAWN BY: CA MEASURED DATA. CHECKED BY: CA 10. THE LAST DATE OF FIELD WORK WAS OCTOBER 31, 2017. DATE:NOVEMBER 01, 2017 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988. HORIZONTAL SCALE: 1'=20' 4 f NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SEAL 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING a;rt� MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT, CHARLES ARNOLE PROFESSIONAL SURVEYOR & MAPPER 3. GPS SURVEY MEASURE MENTS WERE PROCESSED AND ADJUSTED FLORIDA LICENSE NO. 4971 USING CARLSON SURVEY 20018. /, /�_l' 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PRINTED DATE MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1 (F.A.C.) 5J-17-051. PROJECT N0. 17-565 Zit1 -0166