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HomeMy WebLinkAboutSurvey 8 Iv of-o N ABBREVIA77ONS AND SYMBOL. U~� �o LB LICENSED BUSINESS NO. NUMBER OAK SINITARY MANHOLE SIGN R/W RIGHT OF WAYo urve z � CM 4X4 CONCRETE MONUMENT PIN 0 C) P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT E D7AINAGE MANHOLE LIGHT POLE W � � J FD. FOUND O.R.B. OFFICIAL RECORD BOOK �� PALM WELL 9 MAIL OR PAPER BOX P.R.M. PERMANENT REFERENCE MONUMENT o Q'� Ccry ,. Q � � • Q � � �`� � HYDRANT SOUTHERN BELL BOX SHRUB P.C.P. PERMANENT CONTROL POINT �. 0 CABLE N BOX BM BENCHMARK X WA TER VALVE U,II CL Q F.F. FINISH FLOOR MAPLE Q _,\ \ ELEV. ELEVATION '=r WATER METER POWER POLE o R RADIUS CITRUS � ELECTRIC BOX e re or CLEANOUT A DELTA o Wj L LENGTH Aft Or ELM � UNDERGROUND UTILITIES SIGN I.D. IDENTIFICATION ® CATCH BASIN Q� co~O O SEC. SECTION MONITO-ING WELL o �TWP. TOWNSHIP MISC. TREE CURB INLET w RGE. RANGE q"� SANITARY VALVE CH. CHORD x REUSE WATER VALVE BLOW-OFF CHB. CHORD BEARING (C) ron ura CALCULATED x IRRIGATION VALVE TELEPHONE MANHOLE 2 0 p PULL BOX GRAPHIC SCALE J (M) MEASURED 0 POST WOOD OR STEEL (P) PLAT cv �G YARD DRAIN s0 0 15 30 60 120 (D) DEED N GAS VALVE ==4> PROPOSED DRAINAGE CONCRETE POWER POLE 1R 1/2" IRON ROD SEPTIC FIRE DEPARTMENT IRC 1/2" IRON ROD AND CAP TAWSEPTIC TANK CONNECTION TRANSFORMER PAD d� +� STOP LIGHT -� BACK FLOW PREVENTER ( IN FEET IP 3/4" IRON PIPE %-�-- ) � EP EDGE OF PAVEMENT P.R.D. PLANNED RESIDENTIAL DEVELOPMENT `�` REUSE WATER METER �' SPRINKLER HEAD 1 inch = 30 ft. �k � N.D. NAIL & DISK CN A/C AIR CONDITIONING PAD 71LE SURFACE CONCRETE SURFACE PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR BRICK PAVER SURFACE U P.S.M. PROFESSIONAL SURVEYOR & MAPPER 3 o R.L.S. REGISTERED LAND SURVEYOR O N/b PROP. PROPOSED FOUND\ ,UN CONC. CONCRETE 97E BENCHMARK Q v \ TOP NAIL EL.=4.61 \ u) u o \\ Q m - � M \ aa, v LAJ �i o LEGAL DESCRIPTION \ Y ,41VT LOT 27, WATERSONG P.U.D. PLAT NO. ONE, ACCORDING TO THE PLAT T,4EREOF, Ln AS RECORDED IN PLAT BOOK 42, PAGE 34, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. \ \ �,� \ \ �j Q •.�� N \ \ ao%. \ y CERTIFIED TO. \ \ \ \ �N� + 1) AARON DURALL \ LOT24 \\ . \\ \ LOTAO Jc�z m 2) SUN TRUST MORTGAGE, INC. "C IVT BEpc \ �I 3) MILLER, SOUTH & MILHAUSEN, P.A. \ 5P Q 4) TICOR 777LE INSURANCE COMPANY OF FLORIDA \ �;d \� \\ \ \ \ \• \ Z N 41P \ 10'DRAINAGE& 10 \\ \ \ \ a O, y�. ,- j m 51 REPORT OF SURVEY- "k, \\ o 0 o G + �-A •TYPE OF SURVEY. BOUNDARY, TOPOGRAPHIC. !'LoTff4C.4NT \\ \\ \�\ \ Y,4C,,4NT Z �% 9 Z •SURVEYOR 1N RESPONSIBLE CHARGE: DAVID TAYLOR P.S.M. 5243 MASTELLER, MOLER, REED & TAYLOR, INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 •THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL \ \ \ LOT26 mz� \ g' \\ \ \\ OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP Y4C4NT N.°'. \ \� \\ \ LOT62 F� snr 1/2 IRC Y,4C,4NT AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PAR7IES IS PROHIBITED WITHOUT \ lu \ I \\ 15' \ �2 WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. \ •HORIZONTAL CONTROL ACCURACY. THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE \ \ Nam• FOUND 5/8'IRC �� 6.9 \ \ LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6.003(E) FAC) IS SUBURBAN. \ `��?,�. 14288 THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 � y"s � � \\ \ �z m FD CONC. MONUMENT (S.F.W.M.D. � z \ \ m+� FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED \ 5' � c D.N.R. MONUMENT CONSERVATION EASEMENT DRIIVEWWAY GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS ,E f�:ai REQUIREMENT. 9477A-16 �g'Zg o s+" N6 PAVER `� \\ 7Dc' t5 Y,4Cf1NT m o •HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, N FOUND N/T REtP�N� EN Y MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL \�?y C& T '7RAV"�p0033 COVERED \ H ` p�� FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. PAVER c+�? \\ \ \ H µ \ \ p 5.0' PAn oZ 0 3. o mp • VERTICAL CONTROL ACCURACY.• VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS %Z `'. N�� >\\ \ - O \ L0727 j v N# m \ ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. \ \ N m • ELEVATIONS OF WELL-IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN \ �d,o �g MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. \ \o °a 0-00 d"r' HOW STORY COB REIDBMCE •DATA ACQUISITION WAS OBTAINED DURING THE FOLLOW1NG TIME FRAME OR DAZE: 6/7/06 - 12/4/06. \ \ A7Y \ Q FINAL SURVEY 08/15/07. � \ e / •$ � ��� 7• •THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: `'� `°a 4 / - \\ 'LOT28 / R 25�00 \\ A) PLAT y \ \ FOUND N/T Y,4C4NT / CH-35.91 8) THE NORTHWESTERLY LINE OF WATERSONG P.U.D. SUBDIVISION BETWEEN MONUMENTATION AS \� \ \ C & T '7RAv zN / CHB-N217541£ \ 5-4 DEPICTED c ?J �N -EIFvAe orris / / g�' ' y \ Q • \\y 1 C) THE BEARING BEING N 22'40 IN ,� \ / ^ c��• /(TYPICAL)_,, N rg,/gam � •THE ELEVATIONS (N A.V.D.) OF 1988. THE ESTABLISHED ED BENCHMARKS FOR THIS SURVEYS SURVEY ARE BASED ON THE R A MERICAN VERTICAL DATUM y \ 0���Oc 1) FOUND U.S.C.&G. SURVEY B.M. #308 (1970) 3 1/2" BRONZE DISC IN CONCRETE ELEVATION 2.11' (ADJUSTED TO N.A.V.D. 88) .�. 50 ,Z AY � , ��:➢ \ \ \ 2) SITE BENCHMARK 1S AS SHOWN \ I Cp0' �j6 •NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE 11\ p 02• FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO 77TLE OPINION IS EXPRESSED OR IMPLIED. >- •THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, \ cn / � � // / / \���, ��3m \ •,�� �, (� � m UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. \ N \ \ \ C) •THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE AE (7'-8) PER FLOOD INSURANCE RATE MAP 12111 C0194 G, DATED NOVEMBER 4TH, 1992. Y,°cam •UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE \\ A \ \ STANDARDS OF THE UNITED STATES. \ \ \ Z •THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA YAcvvT \ \ \ "�' >- Q Z EAST ZONE, NAD 83 (NGS ADJUSTMENT OF 1990). MONUMENTATION USED FOR ESTABLISHMENT OF un\ , LL C� O STATE PLANE COORDINATES ARE �� ?o / 1) FLORIDA DEPARTMENT OF NATURAL RESOURCES #9477A-15 \ 9 � O 2) FLORIDA DEPARTMENT OF NATURAL RESOURCES #9477A-16Cl- \\ •THE TRUE MEAN HIGH WATER LINE WAS NOT LOCATED IN CONFORMANCE TO CHAPTER 177 PART 11, THE \ \ �Np /p � Z (1� C)COASTAL MAPPING ACT. uj �28s •THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=30' OR SMALLER. \ \� � \ pti �. �✓llCle Co• �L ®a to lnit. \ TO Approved O \ FD CONC. MONUMENT\ \ \ O C) Lu D.N.R. MONUMENT \ 9477A-15 Q . \ \ O \ N Pr P d F A D TIFF REFERENCE \ 1 \ r 600EFERE a d N O Z , W Z� ww a o� o � ABBRfVIATTONS AND SYMBOLS o o a N Ln o B LICENSED BUSINESS F o m N0. NUMBER OAK I`SJ SANITARY MANHOLE SIGN O � �'- z R/W RIGHT OF WAY p) l44 4 - CM 4X4 CONCRETE MONUMENT i 1 PINE DRAINAGE MANHOLE z LIGHT POLE o P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT �f 0.R.B. OFFICIAL RECORD BOOK w FOUND ��� � PALM Qvl WELL 0 MAIL OR PAPER X O O. map OfA i J q11 4 vey P.R.M. PERMANENT REFERENCE MONUMENT �!P HYDRANT • SOUTHERN BELLCy P.C.P. PERMANENT CONTROL POINT , SHRUB tiyo JX z P'cCN BM BENCHMARK WATER VALVE CABLE TV BOX �' Q s Q G MAPLE Q p <r • Ld z F.F. FINISH FLOOR � ,, ui ,�� �: �� POWER POLE ELEV. ELEVATION � ,VATER METER -Fa ELECTRIC BO) - tLt w � R RADIUS CITRUS > v L\ DELTA c;LEANOUT ® Q U �\ O L LENGTH �` UTILITIES SIGN I" Q ELM -� UNDERGROU� a I.D. IDENTIFICATION CATCH BASIN O .rJ \ SEC. SECTION ; MONITORINGELL � � CURB INLET � co TWP. TOWNSHIP - MISC. TREE s,,; � ' a �"•`'�1 �� RGE. RANGE �I nJ REUSE WATER VALVE C�1 SANITARY ,LVE CH. CHORD ( S BLOW-OFF ,�,; p � CH8. CHORD BEARING T MANHOLE -_ � Q V (C) CALCULATED k� IRRICA77ON VALVE �T TELEPHOAiT (M) MEASURED F' PULL BOX YARD DRAIN POST WC) OR STEEL GRAPI IIC SCALE , W o (P) PLAT 30 0 15 30 60 120 Q., � (D) DEED GAS VALVE PROPOSED DRAINAGE CONCRE POWER POLE REF FIRE DEPARTMENT c If? 1�„ IRON ROD a X "�� fRC 1 2" IRON ROD AND CAP M SEPTIC TANK CONNECTION T� TRANSIRMER PAD __ Q � IP 3 4" IRON PIPE - STOP LIGHT BACK-OW PREVENTER ( IN FEET ) � It EDGE OF PAVEMENT j'. REUSE WATER METER SPRIILER HEAD 1 inch = 30 ft. m>5 o P.R.D. PLANNED RESIDENTIAL DEVELOPMENT _ 0 N.D. NAIL & DISK l A/C AIR CONDITIONING PAD 71LE SURFACE _! CON?ETE SURFACE �1 Z rC P SWIMMING POOL EQUIPMENT PAD U P.L.S. PROFESSIONAL LICENSED SURVEYOR o `� o P.S.M. PROFESSIONAL SURVEYOR & MAPPER `l, , BRAS PAVER SURFACE R.L.S. REGISTERED LAND SURVEYOR FOUND N j PROP. PROPOSED %T'05'P'�NL� ENCNMARKCONC. CONCRETE \ IL EL.=a.6t' © 0 � N \ \ > \ i i \\ LCj -� w� .r LEGAL DESCRIPTION r-i o �\ `,- LOT 27, WATERSONG P.U.D. PLAT N0. ONE, ACCORDING TO THE PLAT THEREOF, r ;. AS RECORDED IN PLAT BOOK 42, PAGE 34, OF THE PUBLIC RECORDS OF Q Q Yn ST. LUCIE COUNTY, FLORIDA. \ � o � O CERTIFIED TO: \ y{ n \ N LOT 60 Q C� O 1) AARON DURALL \ Ia z 2) SUN TRUST MORTGAGE, INC. \� \ ;9C911 T 'J \ Q. \ 3) MILLER, SOUTH & MILHAUSEN, P.A. 4) TICOR TITLE INSURANCE COMPANY OF FLORIDA 10' DRAINAGE & 1 \\ o" O \ UTILITY EASEMENT \�\ \ \ i p \ ?� G, m REPORT OF SURVEY \ \ \ \ • o TYPE OF SURVEY: BOUNDARY, TOPOGRAPHIC. \ LOT2S \�\ \\ \ i G �� 'S' \ \ LOT 6I . o `� ;�� �- S, . I�C411 T �� \� «Cf111'T •SURVEYOR IN RESPONSIBLE CHARGE: DAVID TAYLOR P.S.M. 5243 \ / + MASTELLER, MOLER, REED Sc TAYLOR, INC. CERTIFICATE OF AI_�THORI7AT:,ON LB_ /644 m o ^*. 1655 27TH STREET; SUITE 2, VERO BEACH, FLORIDA 32960 \ �, PHONE 772 564-8050 •THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIfNAL RAIC'�:D SEAL \ \ LOT2i Nm�z� #. \,� \\ \ \ ' ' ' LOT62 OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP o lfIC4lV, (31 ' T 1/2'lRC A •�� !<4C�NT + AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT \ / WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • r \ FOUND 5 " IRC •� 15 � \ \ � /�=—� HORIZONTAL CONTROL ACCURACY; THE EXPECTED USE OF THE SURVEY MAP AND REP(IR I FOR THE \ \ �4's�. D 511 LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6.003(E) FAC) IS SUBURBAN. \ `\�F? `� o \, \ \ o' z THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 \ 1•� o \\ z m FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED FD CONC. MONUMENT t \ D.N.R. MONUME �•�NISERV.;TCPd E.EE1"1 �,r GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS NT "'"� E'"' REQUIREMENT. 9477A-166� ,fig° "(�, , E i \ 0 3 e \ \°'°'• \ \ \ LOT 63 UAC,4NT •HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALES, N FOUND NIT RgTP��INO MAILBOXES, POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL n C & T 'TPAV'WpOD FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS \ Zc, 7- ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. • ELEVATIONS OF WELL-IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEENo- MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. i \\o 54°° /g aE1' FORMBOARD LOCATION "w 1� AVERAGE FORM *DATA ACQUISITION WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 6/7/G6 - 12/4/06 \ 0 56 1g'2g ELEV. = 8.49'/ q �� •THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: a \ 1G�120 / R=25.00 \ A) PLAT \ \ FOUND NIT r / CH=35.91 \ y / , yAc..9��r B) THE NORTHWESTERLY LINE OF WATERSONG P.U.D. SUBDIVISION BETWEEN MONUMENTA11ON AS \ C & T 'TRAV N / CHB=N2125'41 E ' DEPICTED o\ C) THE BEARING BEING N 22.40'31" W o a \ oo\W • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASE® ON THE NATIONAL GEODETIC !'ERTICAL DATUM OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY ARE: 1) FOUND U.S.C.&G. SURVEY B.M. #308 (1970) 3 1/2" BRONZE DISC IN CONCRETE ELEVATION 2.11' r (ADJUSTED TO N.A.V.D. 88) 50 Y` 2) SITE BENCHMARK IS AS SHOWN 7 2 - {►� m ° SONG a ` \ NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE \ �U2"/H �ffR FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, m UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. •THE PARCEL OF LAND. SHOWN HEREON IS LOCATED IN FLOOD ZONE AE (7'-8') PER FLOOD INSURANCE \ `�� � r � / \�' \ \� \ � RATE MAP 12111CO194 G, DATED NOVEMBER 4TH, 1992. v�q r \ » e \ •UNLESS A COMPARISON IS SHOWN, PLAT VALUES 8c MEASURED VALUES ARE THE SAME. . ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. •THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA \ �\ \\ \ / l CIAT \ \ \ U EAST ZONE, NAD 83 (NGS ADJUSTMENT OF 1990). MONUMENTAT10N USED FOR ESTABLISHMENT OF \ q\ U O STATE PLANE COORDINATES ARE 1) FLORIDA DEPARTMENT OF NATURAL RESOURCES #9477A-15 l \ J 2) FLORIDA DEPARTMENT OF NATURAL RESOURCES #9477A-16 \ \ O Cl- -- • THE TRUE MEAN HIGH WATER LINE WAS NOT LOCATED IN CONFORMANCE TO CHAPTER 177 PART II, THE \ \ Q COASTAL MAPPING ACT, \ \ \ FOUND�71D W4286 \ • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=30' OR SMALLER. \ \ ZE ZE \ U \ \ \ L_ FD CONC. MONUMENT\ � D.N.R. MONUMENT \ 9477A-15 \ \ 0 VIA \ \TIFF REFERENCE 6006.TIFF <O d N O z