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HomeMy WebLinkAboutSITE PLANSITE PLAN A,A Z A rn o W LOCATED IN ST. LUCIE COUNTY, FLORIDA s � a � > b 0 V tY LU 'j v 4� Zad� w'40 91 b N TS v+ z 0 a 5' drainage &utility easement ORANGE AVENUE W w F W LU OHP PICO RO Y O w Z_ U ONP — OHP — OHP — N 86°57'16" W OIJP — OHP — OHP — OHP — OHP — ONP -15.Z5 - 14,42 IC > w N wo W y OHP OHP — OHP — _ Ow 16,12 x 15,79 25' drainage &utility easement EDWARDS RD. , �� m N �--�. 150.2300' �-_ �P = ONP — GNP — SITE �'� � �o � � o � o OHP — nHP — P_ w 13,16 150.26' N 86057'1 ,, — oNP —off — ONP — p 2 OHP — ONP — oHP — %$ �Z J N a F Vo 25' drainage & utility easement x x �3'EE 72 WHITE CITY ROAD Q W = ; O x 13.4 x 13,35 v LU 16,44 25' drainage & utility easement A,A J F o �, ; cm n 0' 20' 40' 60' x 14. 0 _ FND 518"IRC I 1 ,66 16,56 a�` z-O w z N w LS # 2391 x� PRIMA VISTA BLVD.7 w 0 Y LL = FND 518"IRC ry d c a x LS#2391 LOCATION MAP Q NOT TO SCALE x LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONIC CONCRETE DEG OR DEGREE ELEV ELEVATION WELL OUT FFE FINISHED FLOOR ELEVATION OF RANGE FND FOUND 18.56 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(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 ® AT A DELTA 0 UTILITY POLE d FND NAIL & DISK WOOD AND WIRE FENCE LOT4 PINEHOLLOW UNIT TWO I r OCCUPIED FFE=19.7 PROPOSED �OS4 GREEN AREA PROPOSED DRAINFIELD +-560 SQ FT —' x — 19.44 x FND 5/8"IRC LS#2391 16,59 LB # 4286 FND NAIL & DISK LB # 4286 BENCHMARK ELEV. =16.34' 30' drainage & utility easement LOT2 PINEHOLLOW UNIT TWO VACANT TOP OF BANK FND NAIL & DISK LS #2391 BENCHMARK ELEV. =16.17 15_j 3 _ — _ SETNAIL & DISK LS # 4971 k15,16 15.63 L06o31, R 1000 . p000- - - - 1--A113.8817 15,73 FND NAIL & DISK LB # 4286 STREET ADDRESS 10603 PINE NEEDLE DRIVE, FORT PIERCE, FLORIDA 34945 LEGAL DESCRIPTION LOT 3, PINE HOLLOW UNIT TWO, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 1.16 ACRES +/- GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE EAST LINE OF LOT 3, HAVING A BEARING OF S00°19'47"E, AS RECORDED IN PLAT BOOK 38, PAGE 10, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0170 J, EFFECTIVE DATE FEBRUARY 16, 2012. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 2-(e6 6-271 11. LANDS SHOWN HEREON WERE NOTRr4VJ9WkP@9FfHIS OFFICE FOR RIGHTS -OF -WAY, EASEMME)VC0110MANCE OWNERSHIP, ABANDONMENT'S DEED RFff I&TMS(;OLM4WY ACT DEEDS. i3occ 12. THE LAST DATE OF FIELD WORK WAS MAY 25, 2020./2/��' NAIL & DISK LS#2391 all Epp GLOBAL POSITIONING SYSTEM (GPS) NOTES" 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING 1 2316' --0 CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND p0, RECEIVER. o 0Ao-5724 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 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. 0 z W r PQ W I — a Q O w Z it wa 0 a o o� a=x W =o� >w Z m io=4� 0 1 0, Z w�U U Q Z >O� wwul Z O �j z LLw� J (7~z W Y w U Z Z Q 1-' _ > O'w < M - r- � �Q� —� W W U) � z --� Q U Z 0 M�o3 w C) a Z -, W aj¢S2 woos w W 1- � W = c9 =zwwp Y Z F: Z J W 0o a aD55g w U w LL 0 goLOw o0Xw 0 � Z ww �wzm H 0 'zF�o V B 'z LU I w �__ O>I-N � (D z z D P w J gwZ2 1• �wU J,Q N ��Ow aaoo DRAWN BY, CA CHECKED BY, CA DATE, JANUARY 02, 2021 HDRIZONTAL SCALE, 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q�:�QFTI+FLORIDA LICEN'`D`S� �2�IiGt(Fj (ApPf.�t''� STATE OF FLOMDA CHARL�!�'ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICE 4 E NO. 49 1 D D RIN DATE SHEET 1 OF 1 PROJECT N0. 20-548