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HomeMy WebLinkAboutSURVEYRECLO;'_u Jul.' .,-•- e REPORT. OF SURVEY ABBRENA17ONS AND S SOLS < LB LICENSED -- %/%� �'� LICENSED SUSINEss LEGAL DESCRIP710N- I S I t w • TYPE OF SURVEY., BOUNDARY & TOPOGRAPHIC NO. NUMBER ® OAK ® SANITARKNANHOLE SIGN a� r • MASTELLER, MOLER & TAYLOR INC CERTIFICATE OF AUTHORIZATION L.B. 4644 R/W RIGHT OF WAY h _ CM 4%4 CONCRETE MONUMENT PINE ® DRAINAGE MANHOLE O LIGHT POLE P q TRACT TC-1, HARBOUR RIDGE PLAT NO. 2, AS RECORDED IN .1655 27TH STREET,. SUITE 2, VERO BEACH, FLORIDA J2960 ALI.O.E PUBLIC UTILITY AND DRAINAGE EASEMENT PLAT BOOK; 24. PAGES S. 5A: THROUGH 5C, PUBLIC RECORDS - PHONE (772) 564-6050 FAX (772) 794-0647 FIX FOUND n$w ® Wes, p MAIL OR PAPER Box OF ST. LUCIE COUNTY, FLORIDA. . THIS SURVEY AND REPORT IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL p ORB. OFFICIAL A FLORIDA.LICENSED OROFFICIAL RECORD BOOK •{ $� T^ - SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE P.R.M. PERMANENT REFERENCE MONUMENTHYDRANT • COYMUNIGROHS BOX qp o T' SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGM,NG PARTY OR PARTIES. P.C.P. PERMANENT CONTRd.,PCNTSHRUG 7% CERIIFlED TO © MAPLE M WATER VALVE o GBLE:TY eox HORIZONTAL CONTROL' ACCURACY THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND,AS CLASSIFIED IN BM 'BENCHMARK SCANNED � /1 p,1 THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17. FLORIDA ADMINISTRATIVE CODE) IS COMMERCIAL/HIGH RISK. THE : F.F. FINISH FLOOR .p, POWER POLE 9 Y o 1) HARBOUR RIDGE 1tL�1DINIdV1 MINIMUM "RELATIVE DISTANCE ACCURACY FOR THIS. TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 10000 FEET THE ELEV. EIEVAIUN * WATER METER 9 a \ S 2 MAS7ELLER & YOLER, LNG ACCURACY OBTAINED:BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF R C� O'RUS stp CLEANCIUT g ELECTRIC BOX p , 3) PROCTOR CONSTRUCIION Mi MEASUREMENT WAS- FOUND TO MEET OR EXCEED THIS REQUIREMENT. - -- -- 35 • HORIZONTALS FEATURE ACCURACY.•- TOPOGRAPHIC LAND FEATURES (SIGNS INLETS, VALVES, MALBOXES,'POWER POLES, L LENGTH ® am El CATCH BASIN : U7WTIE5 $� U $yop p g . DRIVEWAYS CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS a25.FEET. AD. IDENTIFICATION _ MONITORING WELL sm s W Km��I® ■ ' Tit%/ • VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PRO,.ECT SITE IS ACCURATE TO PLUS OR Twp. TO NSHIP MISG TREE •'. CURB INLET 1j/ ��11 V lA L MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. RGE RANGE.: rj REUSE WATER VALVE N S NITARY VALVE - BENCHMARK NO • • ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED CH. CHORD �'f BLOW -OFF VERTICAL: POSITION ACCURACY:OF PLUS OR MINUS 0.10 FEET. CHI• CHORD BEARING , . IRPoCATION: VALVE © TELEPHONE MANHOLE 7$R27C4LZWOAS0F1fflOFPNON2TOS'SURPBYARBBASEDO.N2N6'NORTBM1EIp(CNN _ •DATA ACUU15710N WAS COMPLETED ON THE FOLLOWING DATE:- 6-7-2016 (C) CALCULATED ©. POLL BOX ® POST WOOD OR STE77.. F'i'RT/GNLD,}7UMOPI98877IBPR7AlARYBENC/I.iIABA'OTILFFLE"OPoB7®SSORPBpLT - •THE BEARING BASE FOR THIS SURVEY IS -GRID NORTH ALONG THE NORTH LINE OF TRACT TC-1 WHICH BEARS NORTH (M) MEASURED a YARD DRAW A:11TONfl GEODTEFCSURPETNOAZWENTFVA9 ELEi'A770NlQ5d: =BENCRILIRS 695J'06' EAST. - . - - . . - (P) PLAT 'GB VALVE '-b PROPOSED DRAINAGE '� CONCRETE POWER, POLE �'�•�O - • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS (0) . DEED ~ :FIRE DEPARIMEH7 . IR 1/2'IRON ROO A CONNECTION O TRANSFORMER PAD SURVEYOR EXCEPT AS SHOWN. NO TIRE OPINION IS R LOCA'71O OR IMPLIED. - �`� SEPTIC TANK •THIS SURVEY ODES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNOADONS„UTILITIES UNDERGROUND IRO 112' ION PIP AND CAP STOP LIGHT BALL FLOW PREVDNTER ,.ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. IP SIP IRON PIPE ADO GE OF PAVEMENT p� TILE SURFACE REUSE WATER ME1ER �SPPoNIQER HEAD THE PARCEL OF'EDGE LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE 'X' PER FLOOD INSURANCE RAZE MAPS 1211/C406 J AND � P.R.D.P.PLANNEDRE9DEHIW. DEVELOPMENT ®" � ' • UNLESS iA DATED COMPARISON INUARY � SHOLNI, I PLAT VALUES MEASURED VALUES ARE THE SAME -� CO0MC ING PAD 9.9' PROPOSED EiEVA71ON - GG''NGR SURFACE C�i1 • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE AlE SWIMMING POOL EQUIPMENT PAD . UNITED STATES .. .. .. _ P.LS.: PRCEWONAL LICENSED SURVEYOR *9. DUSTING ELEVATION BRICK PAVER SURFACE .. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1'm40' OR SMALLER. - - - P.SM., : OF SURVEYOR & MAPPER RLS RECISIERID LAND SURVEYOR m C TURNABOUT LANE .. _ .' pNn° '41J1, .= - - ..p NORTH LINE OF :NW` 114 •OF SECTION J6-37r40. aa g 4dJ1 we sa95Ya6'w :1so.o0' 58953'06'W 950.48'Ad .. P ARE \ � � PRESERVE PY' z _ a � BAR N 60 TRACT .TC-1 o „ „ g� HARBOUR RIDGE' PLAT 2 '"T� Te a d o u C ,�. In! DRAIN BY Rw Aro D� Approve NqD .. _ SIBMWALLALOGRa - 27a66' I W . ... a vv N I .: L-19'J.30; R-79SO0' .: ... �1 UNDER oTIaN .. .}�" 8: CH8-S293648% CH-191W zcWa o e-01J5552' �.� r.E:.I..rj• � �o •�� ��C I at - 4 • S' � - t1 � I 3 n �1 Cyl _ \ . //1•� t� .: U' _ O 2lp 44 .y m we 1 .ou T-ae � " N L -cHI h BsN854158'W pi-146.63' e OSB310.5 N58'4T25'W 21:13' ' ' cur at mvm norNr- N Now-. 00.�iau : p.. 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