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HomeMy WebLinkAboutSURVEY-10610 Pine Needle DrSITE PLAN co (D o 0 w M M LOCATED IN ST. LUCIE COUNTY FLORIDA A'A �� a w 7 i " a ~ 7x C ss n W O :) m � co W v� U s� N TS w Z W 0 25' drainage &utility easement �, _ J �. OHP ORANGE AVENUE ' ' I O N dU. W OHP — OHP — Z W w I- w OHP — OHP — _ _ Pico RD Y � W Z O N 86°57'16" W OHP — OHP — OHP — OHP — OHP — p PZ OHP — - _ a 14,42 > > " a y oHP — 16,12 x 15,79 25 drainage &utility easement EDWARDS RD. J Z m Lp ��-- 150.2300' � `��- QH_P `-- OHP — pHp _ _ 2 = N � P -- OHP — OHP ---BHP— SITE �°� N a 13.16 150.26' ►p'- OHP — pH — OHP — P 2 Z w ° N 86°57X1 @3, �+ OHP — OHP — OHP — L J Z a 00 Z 5' drainage & utility easement — x OKEEE 72 WHITE CITY ROAD N Q w 3 pp x 13,35 16.26-------_ X 1 �o� Z t_� _> ti 4� 2. 16,44 25' drains e & utility � O -' _ � N 9 y easement A,A J cn a W ti 0' 20' 40' 60, - �� n �„ FND 5/8"IRC 1 .6 6 16.56 S. O W ? N w LS # 2391 X -'---- _ PRIMA VISTA BLVD. , 0 O Y Z -- 1 F O U- z O FND 5/8"IRC L1. 00.. Go a X I LS #2391 LOCATION MAP Q '� I I NOT TO SCALE FDOH )n St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS 8 Well 01,3/691 Reviewer. 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 a FND NAIL & DISK WOOD AND WIRE FENCE LOT 4 o cn PINEHOLLOW UNIT TWO r- OCCUPIED FFE=19.7 PROPOSED �Og4, GREEN AREA PROPOSED DRAINFIELD +-560 SO FT — x — 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 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. LOT2 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE PINEHOLLOW UNIT TWO SIGNATURE AND ORIGINAL SEAL" OF A FLORIDA LICENSED VACANT 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 TOP OF BANK 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. 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 MAY 25, 2020. FND NAIL & DISK LS # 2391 _ BENCHMARK ELEV. =16.17 _D NAIL & DISK LS # 2391 --�"" GLOBAL POSITIONING SYSTEM (GPS) NOTES - SETNAIL &DISK 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING LS#4971 A 191.23161 CARLSONRECEIVER BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND o' 15,16 15.63 30" R1000 000" IND 0 3010000_ — p10° 57' 24 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED R 100 _ CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 1 `A 113. 8 817' 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 15.73 FND NAIL &DISK 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS LB#4286 SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. 0 z 0 w as w a A a �Wz o �a� aa� O J ar= LL g oo z <z m oo ova z wgv U Z �wm Z O Z w J ~OV C7 Y w Z zz�W zQ F'=>_>>m 0Q I- 0 -� W W U) Z�W� B W°p� F-Q O Za:Z3 w Z�JU It LLZaM <W='20 Z��� =Wao>- W W W c� xzWo Y F- z W°oE) Z w J w o_ ILL o �p-w U LL >- oWirW W E- QQ zawu away w z mIxzm F- _ wo O ~- V U Z LIU w o�=& aZ�°- U °}~ F OX Zw -j w z 2 U J D O 0 00:0M aaoo DRAWN BY, CA CHECKED BYI CA DATE, JANUARY 02, 2021 HORIZONTAL SCALEI 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORI` `cINNAL $� VJA F;ORIDA LICENSED IYR �1�1AP PER. RN V : J�'g^g971u�6s. ' l� S �0 CHAR L S" ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 971 PRINTED DATE SHEET 1 OF 1 PROJECT N0. 20-548