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HomeMy WebLinkAboutSURVEYS1iw6 LB LICENSED BUSINESS NO. NUMBER R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT P.U.D.E PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT P.C.P. PERMANENT CONTROL POINT BM BENCHMARK F.F. FINISH FLOOR ELEV. ELEVATION R RADIUS 0 DELTA L LENGTH I.D. IDENTIFICATION SEC. SECTION TWP. TOWNSHIP RGE. RANGE CH. CHORD CHB. CHORD BEARING (C) CALCULATED (M) MEASURED (P) PLAT (D) DEED IR 1/2" IRON ROD IRC 1/2" IRON ROD AND CAP IP 3/4" IRON PIPE EP EDGE OF PAVEMENT P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. NAIL & DISK A/C AIR CONDITIONING PAD PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR P.S.M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR ABBREVWAIIONS AND OAK PINE PALM SHRUB MAPLE CITRUS ELM MISC. TREE BLOW -OFF © PULL BOX GV GAS VALVE SEPTIC T.K ® SEPTIC TANK TILE SURFACE SYMBOLS Qs SANITARY MANHOLE SIGN (2 DRAINAGE MANHOLE LIGHT POLE O WELL 10 HYDRANT 16 wV >Q WATER VALVE 0 0° WATER METER 10 CLEANOUT _fnl� ® CATCH BASIN O ® CURB INLET RUv M REUSE WATER VALVE sv IRV X IRRIGATION VALVE OO ® YARD DRAIN PROPOSED DRAINAGE AFIRE DEPARTMENT CONNECTION EI -M® STOP LIGHT REUSE WATER METER PROPOSED ELEVATION xg 9 EXIS77NC ELEVATION LOT 147, SABAL CREEK, PHASE ll, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 32, OF THE PUBLIC RECORDS OF SAINT LOCIE COUNTY, FLORIDA. THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS A SAINT LUCIE COUNTY 2000 VERTICAL CONTROL DISK IN CONCRETE - "DODGE", ELEVATION 7.70'. SITE BENCHMARK IS AS SHOWN. CERTIFIED TO 1) VINCENT AND DONNA MARINUCCI 2) REGATTA CONSTRUCTION r- S�LuGie �19�a-6��� o mi F-30-71-c RECEIVED W W O o� JUL 0 8 2019 W cie County, Permitting MAIL OR PAPER BOX COMMUNICATIONS BOX CABLE TV BOX POWER POLE ELECTRIC BOX UTILITIES SIGN MONITORING WELL SANITARY VALVE TELEPHONE MANHOLE POST WOOD OR STEEL CONCRETE POWER POLE TRANSFORMER PAD BACK FLOW PREVENTER SPRINKLER HEAD CONCRETE SURFACE BRICK PAVER SURFACE V` ` 0 N �w a 0 W�0� C. a� 0) 2 Ca _I C uV O G_ •� O Q Q _ > LU Q w '0 I 0 LL m EzN P to : p 00 • TYPE OF SURVEY. BOUNDARY & TOPOGRAPHIC. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY., THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY. VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS 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 BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE. 615119 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS A) PLAT,• B) NORTHEAST LINE OF SUBJECT LOT,• C) THE BEARING BEING N43'34'09"W. • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE 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, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP 72111CO254J, DATED FEBRUARY 167H, 2012, • 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 STANDARDS OF THE UNITED STATES. • BY ACCEPTANCE OF THIS SURVEY THE CLIENT APPROVES THE PLACEMENT AND CONFIGURATION OF THE BUILDING/HOUSE AS DEPICTED HEREON. • MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF SAID PLACEMENT WITH RELATION TO THE LOCAL GOVERNMENTAL REGULATIONS. • THE SETBACK INFORMATION SHOWN HEREON HAS BEEN PROVIDED BY THE CLIENT. MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF THIS INFORMATION. • THE CONTRACTOR IS RESPONSIBLE TO GRADE THE PROPERTY TO MEET ALL REQUIREMENTS OF GOVERNMENTAL AGENCIES AND THE FLORIDA BUILDING CODE. MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF THIS SITE PLAN TO THESE REQUIREMENTS. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=60' OR SMALLER. SCANNED BY St. Lucie County o �l � n S SS: h S N S 0 V 0 as ( c C a N � L a Ocu Z, �3r bgvoE O � I � c L yNo Lm N (U Ca (� o Cpw �a cRa L 1116119 VARIES 1 OF 1 7524 DRAWN BY BMM APPROVED BY DMT i 9oa -OL1s8 DRAWING NAME 200' F.E.C. RAILROAD RIGHT-OF-WAY UNPLATTED O.R.B. 2711, PAGE 2810 SET IRC LB 4644 UNPLATTED O.R.B. 3669, PAGE 428 L=24.69, R=25.00' CHB=N30'09'51 "E, CH=23.70' A=056'35'25" LOT 147 M M N (0 h W SET IRC LB 4644 M IR NO 10 a"" 0 / x / 0000 M AR L=12.10, R=25.00 NO NNOOIp / e / L=18"L74; R=530.00' CHB=S1154'30"W, CH=184.79' A=02004'45" mr 23.5 X X 23.0 X 3.3 V LOT 147 229 X 23.1 23.0 X ,n - PRO OSED SIN IFRmA 11�WELL IN / E61N*Xe + 2 81N / �3 2.7 51N 61.87' 26.5 23. PROPOSED m33' 'R COVERED / 161N PORCH 121N .11 3 X ,� j PROPOSED 53.87' 1• m• wEu X 22.1 270 $ p6.00'�' K 8 111N �'-I- • BIN / /0 LOT 148 PROPO D �o IPME PAD PROPOSED SIN ELE)✓270' LE)0'= OCCUPIED N FAMILY RESID F.F.=28.21 F.F. ELEV.=27.5 PROPOSED PROPOSED COVERED '" A/C PAD X 23.6 0 8 7. g ENTRY 4.5011 ELEV.=27.0' X 21.6 X 26.2 X 23:3 53,87' ry N 2.54' 9.00'ad ad 9.00, 5.25' 2.34 0q 2.00' m n N n PROPOSED PROPOSED GARAGE CONCRETE PAD ELEV. 50' . 50, g M 721N MS 2� 7.33' 7.6Y Z33 22.8 53.87' X 26.3 1� 241N BIN ` i PRDPosED �� SEPTIC TANK ,•,,,_� 26.5 U AIN 1 AVAILABLE O I O ❑ ❑ N + X zs.7 X23.5 X 23.1 PROPOSED 2'8"x2.8" LIGHT POST (TYPICAL) X 23.6 <23.& 23.0 X + 2BIN X 23.4 / o 5 1NRCP 23.5 IV- N. NV.=2221' 141N / S. INV.=22.04' \ \ X 23:6 + �? , I� 171N El X 23.5 X zzz / 1 OIN / SITE BENCHMARK 81N /2 x SET NAIL X 24.1 BIN+2 c's / / ELEV=24.04' 101N 1+ 2?> PROPOSED 12"xi8" RCP X 4.21 / 23.7 X 24.3 9 / r 21.8 23.79,f ^ zgZ9" tin° a 235 / x 21.4 23.8824.77 0 `� M O 23.80I X 7 18"x241' RCP N. INV=20.58' ?C / 33.80 O 23.69 X 24.09 / SCALE. 1 �8s /I ABBREVIATIONS AND SYMBOLS LB LICENSED BUSINESS NO. NUMBER OAK (5 SANITARY MANHOLE SIGN R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT PINE OO DRAINAGE MANHOLE 0 LIGHT POLE P.U.D,E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND PALM ® WELL 0 MAIL OR PAPER BOX O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT � HYDRANT lb COMMUNICATIONS BOX P.C.P. PERMANENT CONTROL POINT SHRUB wv O BM BENCHMARK pQ WATER VALVE CABLE TV BOX F.F. FINISH FLOOR MAPLE ��° WATER METER POWER POLE ELEV. R ELEVATION RADIUS CITRUS C1 CLEANOUT ELECTRIC BOX IN DELTA L LENGTH ELM UTILITIES SIGN I.D. IDENTIFICATION ® CATCH BASIN �Q MONITORING WELL SEC. SECTION ma CURB INLET TWP. TOWNSHIP MISC. TREE sv RGE. RANGE RUV N REUSE WATER VALVE SANITARY VALVE CH. CHORD BLOW -OFF CHB. CHORD BEARING IRRIGATION VALVE 0 TELEPHONE MANHOLE (C) CALCULATED © PULL BOX (M) MEASURED ® YARD DRAIN 0 POST WOOD OR STEEL GAS VALVE PROPOSED DRAINAGE CONCRETE POWER POLE (D) DEED IR 1/2" IRON ROD a XTA. SEPTIC TANK FIRE DEPARTMENT CONNECTION Ej TRANSFORMER PAD IRC 112" IRON ROD AND CAP ® IP 3/4" IRON PIPE ❑® STOP LIGHT =q�-- BACK FLOW PREVENTER EP EDGE OF PAVEMENT ® TILE SURFACE REUSE WATER METER W SPRINKLER HEAD P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. A/C NAIL &DISK AIR CONDITIONING PAD 9.9 PROPOSED ELEVATION CONCRETE SURFACE P/E SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR EXISTING ELEVATION BRICK PAVER SURFACE P.S.M. PROFESSIONAL SURVEYOR & MAPPER xg.g' R.L.S. REGISTERED LAND SURVEYOR LEGAL DESCRIPTION LOT 147, SABAL CREEK, PHASE Il, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 32, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. BENCHMARK NOTE: THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS ??, ELEVATION '. SITE BENCHMARK IS AS SHOWN. CER7IFIED TO 1) REGATTA CONSTRUCTION > REPORT OF SURVEY • TYPE OF SURVEY. BOUNDARY & TOPOGRAPHIC. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS 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 BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 1110119 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) PLAT; B) NORTHEAST LINE OF SUBJECT LOT,` C) THE BEARING BEING N4334'09"W. • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE 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, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP 12111CO254J, DATED FEBRUARY 16TH, 2012. O W a a I Imlmlmlm) • 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 STANDARDS OF THE UNITED STATES. • BY ACCEPTANCE OF THIS SURVEY THE CLIENT APPROVES THE PLACEMENT AND CONFIGURATION OF THE BUILDING/HOUSE AS DEPICTED HEREON. • MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF SAID PLACEMENT WITH 1116119 RELATION TO THE LOCAL GOVERNMENTAL REGULATIONS. SCALE • THE SETBACK INFORMATION SHOWN HEREON HAS BEEN PROVIDED BY THE CLIENT. MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS VARIES NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF THIS INFORMATION. SHEET NO. • THE CONTRACTOR IS RESPONSIBLE TO GRADE THE PROPERTY TO MEET ALL REQUIREMENTS OF GOVERNMENTAL AGENCIES AND THE 1 OF 1 FLORIDA BUILDING CODE. MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE FILE NO. OF THIS SITE PLAN TO THESE REQUIREMENTS. 7524 ' • THIS MAP IS INTENDED TO BE DISPLAYED Al- A SCALE OF 1 "=60' OR SMALLER. DRAWN BY BMM APPROVED BY SCANNED DMT BY DRAWING NAME St. Lucie County 7524. dw i90a- OL(58 UNPLATTED O.R.B. 2711, PAGE 2810 SET Ntc L6 4W UNPLATTED O.R.B. 3669, PAGE 428 N m N v 200' F.E.C. RAILROAD RIGHT—OF—WAY y r O � n�o "i00,1 O N r zoo z O (0 Wr I•c 18 48M LOT 147 M L=24.69 , R=25.00' CHB=N30-09'51 T. CH=23.70' A=056435'25"No FD. L=12.10, R=25.00 D NOID FD. rw ND ID ��opts, OV /sw / F1 LOT 1,18 L=185.74 , R=530.00' CHB=S1154'30"W, CH=184.79' A=020'04'45" SCALE 1 l 0 N v - - - L- .- - - -- ___+_ - - - -- - LOT 1147 j7 j3. P'Fo t M9 n F�MgO0'`' LOT 148 10E EU o29 q,52 OCCUPIED 9� / / 2 X 21 R=25.00 N I / 23.79 .743�8" 42s �\ # • 23 g6 �6 / / / / O / 23.88 p 23 90 23.80X O I 18"x24" RCP \ M. O / N. WV=20.58' / "' `4 23.80/ O 23.69 x 24.09 / / 12 "x18" RCP N. IN V=22.21' S. IN V=22.04' ", SITE BENCHMARK x SET NAIL ELEV=24.04' L=185.74. R=530.00' CH8=S1154'30"W, CH.- A=020*04'45" SCALE, 1 it ABBREVIATIONS AND SYMBOLS LB LICENSED BUSINESS NO. NUMBER OAK Q SANITARY MANHOLE SIGN R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT PINE O DRAINAGE MANHOLE LIGHT POLE P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND PALM WELL ® MAIL OR PAPER BOX O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT HYDRANT • COMMUNICATIONS BOX P.C.P. PERMANENT CONTROL POINT SHRUB "N O BM BENCHMARK WATER VALVE CABLE TV BOX F.F. FINISH FLOOR MAPLE gyp° WATER METER a POWER POLE ELEV. ELEVATION R RADIUS CITRUS 5& CLEANOUT � ELECTRIC BOX A DELTA L LENGTH ELM UTILITIES SIGN 19 CATCH BASIN I.D. IDENTIFICATION MONITORING WELL SEC. SECTION ® CURB INLET TWP. TOWNSHIP MISC. TREE sv RGE. RANGE RUV N REUSE WATER VALVE SANITARY VALVE CH. CHORD BLOW -OFF CHB. CHORD BEARING IRV N IRRIGATION VALVE CC TELEPHONE MANHOLE (C) CALCULATED © PULL BOX (M) MEASURED ® YARD DRAIN ® POST WOOD OR STEEL GAS VALVE PROPOSED DRAINAGE CONCRETE POWER POLE (D) DEED IR 1/2" IRON ROD SEPTiC'""" SEPTIC TANK FIRE CONNEC77ONTMENT E I TRANSFORMER PAD IRC 1/2" IRON ROD AND CAP ® IP 3/4" IRON PIPE -=8 STOP LIGHT =0-- BACK FLOW PREVENTER EP EDGE OF PAVEMENT TILE SURFACE eps REUSE WATER METER w SPRINKLER HEAD P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. A/C NAIL & DISK AIR CONDITIONING PAD 9.9' PROPOSED ELEVATION CONCRETE SURFACE P/E SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR 9 EXISTING ELEVATION BRICK PAVER SURFACE P.S.M. PROFESSIONAL SURVEYOR & MAPPER X9 R.L.S. REGISTERED LAND SURVEYOR LEGAL DESCRIPTION LOT 147, SABAL CREEK, PHASE Il, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 32, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS ??, ELEVATION '. SITE BENCHMARK IS AS SHOWN. CERTIFIED TO 1) VINCENT AND DONNA MARINUCCI 2) REGATTA CONSTRUCTION ■ , , JUN 7 2019 Permitting Department St. Lucie County, FL 13 'o0 eionl 'IS Date f e CC Guy - • TYPE OF SURVEY. BOUNDARY & TOPOGRAPHIC. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY. THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY. VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS 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 BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 615119 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) PLAT, B) NORTHEAST LINE OF SUBJECT LOT; C) THE BEARING BEING N4334'09"W. • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE 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, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. •THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP 12111CO254J, DATED FEBRUARY 16TH, 2012. • 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 STANDARDS OF THE UNITED STATES. • BY ACCEPTANCE OF THIS SURVEY THE CLIENT APPROVES THE PLACEMENT AND CONFIGURATION OF THE BUILDING/HOUSE AS DEPICTED HEREON. • MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF SAID PLACEMENT WITH RELATION TO THE LOCAL GOVERNMENTAL REGULATIONS. • THE SETBACK INFORMATION SHOWN HEREON HAS BEEN PROVIDED BY THE CLIENT. MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF THIS INFORMATION. • THE CONTRACTOR IS RESPONSIBLE TO GRADE THE PROPERTY TO MEET ALL REQUIREMENTS OF GOVERNMENTAL AGENCIES AND THE FLORIDA BUILDING CODE. MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF THIS SITE PLAN TO THESE REQUIREMENTS. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=60' OR SMALLER. SCANNED BY St. Lucie County o� V 0 ° r as N W , L Q) > Noe Sp d N a w^ Lm O L 1116119 SCALE VARIES SHEET NO. 1 OF 1 FILE NO. 7524 BMM APPROVED BY DMT DRAWING NAME PILE COPY X�so X 233 X 23.6 MIN CNR REQ. k 23.6- 1761 23.5 X m LOT 147Ct 23.0 X ](�, 61N 81N 3i SIN X 22,7 51N E.5 25. PROPOSED 1133`' COVERED 161N?'� PORCH vi X 23.6 I I 53.87' J Z. II 27.8 241N l r 'a• i �I: g 111NA PROPOSED SIN FAMILY RESID F.F. ELEV.=2Z5 SIN X 23.1 PR(W® D IRRiF Rn WELL 61,87' 21N ' PeWLL LwEu BIN PROPOSED EQUIPMENT PAD ELEV.=2ZO' 001'st a% 7� 81Nl PROPOIED j 1 S-EPTI�C TANK O J52 SE OPEN S ACE AVAILABLE O O +? PROPOSED 2'B"x2'8" LIGHT POST (TYPICAL) +lz�b X 23.4 X 22. I ' 22.3 X 2�6 x 216 X 26.2 X 26? 27.5 } +?� + X 23.6 + `'?s X 23,5 9� X 222 / 1 DIN / X 24.1 BIN / ?y�2 81 N 1� ION PROPOSED J2"xlB" RCS X 24.21 / 2,,1,7 X 24.3 LOT 148 OCCUPIED F.F.=28.2' X 25.7 12"x18" RCP N. INV=22.21' S. INV.=2204' SITE BENCHMARK )K SET NAIL ELEV=24.04' z1.8 / N 1451 21� r 23 23.5 A - #40 /21,4 i O N 23.8824.17� > a� � � , \ N 23.yp 23 .80 24.16 18"x24'* RCP N. INV.=20.58' 23,Bo/ 23,69 X 24,09 SCALE, 1 "=30' / I ABBREWAnONS AND SWOLS LB LICENSED BUSINESS NO. NUMBER OAK U SANITARY MANHOLE SIGN R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT PINE OO DRAINAGE MANHOLE LIGHT POLE P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND PALM ® WELL 0 MAIL OR PAPER BOX O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT HYDRANT • COMMUNICATIONS BOX P.C.P. PERMANENT CONTROL POINT SHRUB wv O CABLE N BOX BM BENCHMARK MAPLE �Q WATER VALVE FF. FINISH FLOOR �p WATER METER a POWER POLE ELEV. ELEVATION R RADIUS CITRUS O° CLEANOUT tl� ELECTRIC BOX A DELTA L LENGTH ELM UTILITIES SIGN ED CATCH BASIN I.D. IDENTIFICATION MONITORING WELL SEC. SECTION mnu CURB INLET TWP. TOWNSHIP MISC. TREE Ruv sv RGE. RANGE N REUSE WATER VALVE SANITARY VALVE CH. CHORD BLOW -OFF IRV CHB. CHORD BEARING X IRRIGATION VALVE OT TELEPHONE MANHOLE (C) (M) CALCULATED MEASURED FF5J PULL BOX 0 YARD DRAIN ® POST WOOD OR STEEL (P) PLAT cv GAS VALVE PROPOSED DRAINAGE CONCRETE POWER POLE (D) DEED IR 1/2" IRON ROD vnc rANN FIRE DEPARTMENT CONNECTION E� TRANSFORMER PAD IRC 1/2" IRON ROD AND CAP ® SEPTIC TANK IP 3/4" IRON PIPE STOP LIGHT BACK FLOW PREVENTER EP EDGE OF PAVEMENT F_ TILE SURFACE °L" REUSE WATER METER W SPRINKLER HEAD P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. A/C NAIL & DISK AIR CONDITIONING PAD 9.9' PROPOSED ELEVATION CONCRETE SURFACE P/E SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR 9' EXISTING ELEVATION BRICK PAVER SURFACE P.S.M. PROFESSIONAL SURVEYOR & MAPPER 6 xg R.L.S. REGISTERED LAND SURVEYOR LEGAL DESCRIPTION LOT 147, SABAL CREEK, PHASE ll, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 32, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. BENCHMARK NOTE, THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS P?, ELEVATION SITE BENCHMARK IS AS SHOWN. CERTIFIED TO 1) REGATTA CONSTRUCTION REPORT OF SURVEY • TYPE OF SURVEY. BOUNDARY & TOPOGRAPHIC. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP ANDVOR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL CONTROL ACCURACY VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. o ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 1110/19 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) PLAT, B) NORTHEAST LINE OF SUBJECT LOT,• C) THE BEARING BEING N4334'09"W. • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE 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, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE X. PER FLOOD INSURANCE RATE MAP 12111CO254J, DATED FEBRUARY 167H, 2012. • 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 STANDARDS OF THE UNITED STATES. • BY ACCEPTANCE OF THIS SURVEY THE CLIENT APPROVES THE PLACEMENT AND CONFIGURATION OF THE BUILDING/HOUSE AS DEPICTED HEREON. • MASTELLER, MOLER AND TAYLOR, INC. ACCEPTE, NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF SAID PLACEMENT WITH RELATION TO THE LOCAL GOVERNMENTAL REGULATIONS. • THE SETBACK INFORMATION SHOWN HEREON HA5 BEEN PROVIDED BY THE CLIENT. MASTELLER, MOILER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF THIS INFORMATION. . THE CONTRACTOR IS RESPONSIBLE TO GRADE THE PROPERTY TO MEET ALL REQUIREMENTS OF GOVERNMENTAL AGENCIES AND THE FLORIDA BUILDING CODE. MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF THIS SITE PLAN TO THESE REQUIREMENTS. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=60' OR SMALLER. i " d A oa CL �4 N �Im IP • U ~ (u tl i. d O a o v /� V a o m L■ N I,m ~ coco X - L �� � ova > o E ® wok cn b .c m ry m� i o MMM .� c •� Q � Nv u) a �+ O 0 'n 1/16/19 SCALE VARIES 1 OF 1 7524 BMM APPROVED BY DMT DRAWING NAME 1� ,