Loading...
HomeMy WebLinkAboutBoundary Survey With Proposed ImprovementsPARCEL ID: 1336-420-0000-000-5 I Ownerl: Grand Reserve HZE LLC SET 5/8" IRC\ I "BL LB 6852" -- — — — — — — -- ,iL W 9 so 0 50 100 SCALE: 1" = 100' E PARCEL ID: 1336-430-0000-D00-6 Ownerl: Grand Reserve HZE LLC IN PARCEL ID: 1336--i11-0001-000-4 Ovnerl: Grand Reserve HZE LLC (REFERENCE BEARING) S89051'10"E 4' BW FENCE — x i—x —x —x —x x —x —x --x —x _9, x'—x—x-1;924— x —x —x —x x —x JI �x �- 4' BYti' FENCE ° PARCEL 2 0 ADDRESS TO BE DETERMINED i PARCEL ID: = o 1336-441-0002-000-4 0 0 Zto ---TOE -TOE TOE —TOE ' I WELL W/- SPIGOT o FND. 3"x3" CM--� I `n (NO ID) I a o * o PRESERVE AREA *___- o SET 5/8" IRC MARKED SIGNS PARCEL 3 * 00 * "BL LB 6852" EAST *0' / 2183 KEEN ROAD ° #° o ° PARCEL ID: • o * o —TOE 1336-441-0001.-000 7 OAF 0 O ° oSET 5/8" IRCl �--T08 --TOB TOB T09 - Q - G ° ° O w 'TOB� /- 301— 301-_ 301 n 30�-TOB (j$TO�G-co--.Y--Tp(�y{�.,,,/)[�� ros / jOS� 301— 30y R! B --r08 �QT [], �iOB.i- , 301 _ 301�_06 OB TOBi—roB30-�oBCl O �y/ i Ali / PARCEL 2 I 2115 KEEN ROAD PARCEL ID: I1336-441-OOC3-000-1 PORTIOIJ OF SE Y4, SE Y ,SECTION 36 I \\ TOWNSAIP 34 SOUTH, RANGE 39 EAST g 1,455,518 SQ. FT. I 33.41 ACRES 0 Wco R$ � M I� o Z I � RAD �.. � Sm R� g s" I �0, of — TOE oa — TEE —TOE — �� roe -TOB roe --Toe _.' TOe TqE °TAT 3oE ---TOE *ro TOE -C -raE —TOE �c ---TOE --DOE —TOE yrrca *oe —roB .roe—iqB—TOB--TOB 0 p gyros �ToeCPTOB-C%a_Too—roe(;— _ _.._ fop # # # °e—iOB—Toa *—ri'B— .TOB —roe—rae-Qae H--rae—°..,"- BL LB 6852" O y T o—'°p�'�r� ■ Oo #i` S8951'10"E°° 3Jf 0 10.09, o # 9*0 I0 o I 00 �� ° • yo°°y¢t Yy"" FUTURE 30'x45'---f--� ®o 10801z,� MOTHER IN LAW �o ° 0 ° N GUEST HOUSE i# ° ® o EAST 30' N f I ° o 0 # P# a cc b G O ° O " 1 p O C n b G 0 MEAN ANNUAL--, FLOOD LINE I * ® PROPOSED * ' OUSE i6.60' ELEV=22.93 BENCH MARK NAIL IN OAK �� g ELEV=20.93 � 75.00' ®0 O g O of 198.98' IR&C N89'51'39"W_ -TOE —_TOE --e-Or ig "B TRAY 1�.�0' 05 EL V=19.42 Qoe Toe—. # SET 5/8" IRC "BL LB 6852" I evev r- N �Ooyfi��, ° 3 0 0 �ee� n M M ( r� O0 ^ E- "'..V[� HEiii""""`_qiE E- E-4E-+Ow= N. RIGHT OF WAY NV IL)) z C-q f- 0 _ —LINE OF CANAL N roE �ioE TOE —roE —roE —TOE —TOE --roE --roE —roE --_ram —roe � . roe —roe of —Toa Toa TOB —TOE -_TOE -TOE ---TOE --TOE TOE -TOB TOB TO-_TOo-TOB TOB TOe TOO TDo-TOB TOB TOo -TOO TOE —TOE DOE TOE —TOE TOE -_TOE -_-i0E -_ - _ TOE ¢3 -TORB-TOB�T� � r0E -TOB -TOO-TOB T TOE —TOE --TOE 4-TOB- -TOB-Tm meNN895139 J ce0`—TwrOB-TOB N -TOB -Toa -Toa -Toe _z N U 0O APPROXIMATE CANAL LOCATION PER 2018 AERI — ( IMAGE DOWNLOADED FROM LABINS.ORG WEBSITE ANGLE ROAD — ABBREVIATIONS BL BETSY LINDSAY, INC. BIN BARBED WIRE CLS CENTERLINE OF SWALE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CONC. CONCRETE EL. ELEVATION FND. FOUND ID IDENTIFICATION INV. INVERT IR IRON ROD & CAP LB LICENSED BUSINESS NO. NUMBER OVERHEADOHE PK&W PARKER KALON NAIL & WASHER P.L.S. PROFESSIONAL LAND SURVEYOR P.S.M. PROFESSIONAL SURVEYOR & MAPPER RCP REINFORCED CONCRETE PIPE TOB TOP OF BANK TOE TOE OF SLOPE FND, W IR & CAP PARCEL 1 2001 KEEN ROAD tr PARCE_ ID: 1336-443-0003-000-7 SYMBOL LEGEND x 15.2 FIELD LOCATED POINT WITH ELEVATION DO DRAINAGE MANHOLE 4 SINGLE SUPPORT SIGN ® WELL w6 WOOD POWER POLE -3 GUY WIRE AND ANCHOR PALM TREE Q OAK TREE ® PINE TREE 0 UNKNOWN TREE 4. WIRING PULL BOX DOUBLE SUPPORT SIGN POINCIANA TREE T SPIGOT TELEPHONE RISER OVERHEAD GUY POLE EAST 40'- -TOB T%pEg-TOBT� —TOE —TOE To-TOB--TOB TOB-T i0E �_i0E _- TOB .--TOB TOO TOE �- TOE TOE TOE ---TOE m� TOB---roes ��--rw-mB TOO-ToB -Too —TOETOE TOE TOE TOE TOE -TOB-TOB-TOB TOB-Too TOB TOB Toe -i0B T� GATE W/ 4' WF FND. %n IR (NO ID) DIRT ROAD - -/,I S. LINE OF SECTION 36 � — — — — — TOWNSHIP 34 S. TOWNSHIP 35 S. — v m v is • .■ IRC SET 5/8 r _. n BL LB 6852" ; •� �� ■ 11�IO■11 w�, 4.1 Lu LLJ LLI �. •�h1 7 \ `. 18" CMP N INV. EL.=17.96' I S INV. EL.=17.91' LOCATION MAP 0 LE69L DESC/'/PTi 9N (NOT TO SCALE) PARCEL ONE: I` THE NORTH 217.72 FEET >F THE SOUTH 430 FEET OF THE SOUTHEAST Y OF THE SOUTHEAST TOWNSHIP 34 SOUTH, RAP GE 39 EAST, SAID PROPERTY LYING AND BEING IN ST. LUCIE COUNTY FOLORIDAnOLESS6 PROPOSED 2 STORY AND EXCEPTING THEREFROM THE EAST 40 FEET AS A RIGHT -OF WAY FOR KEEN ROAD AS CONVEYED IN DEED RESIDENCE BOOK 190, PAGE 157, PU ;LIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FINISHED FLOOR EL.=22.93' SITE ADDRESS: 2001 KEEN RD PARCEL PARCEL ID: 1336 -443-0003-000-7 SEE DETAIL SHEET 2 PARCEL TWO: I'I DOUBLE SUPPORT THE SDUTHEAST Y OF TH SOUTHEAST Y OF SECTION EXCEPT THEREFROM THE'IORTH 165 FEET AND THE SOUTH 430 FEET THEREOFi'LYNG N3ST. ELUCIELCOUNTY, POLE DIRECTIONAL FLORICA. ALSO LESS THE EAST 30 FEET IN ROAD RIGHT OF WAY AS CONVEYED IN DEED BOOK 190, PAGE 157, SIGN WITH REFLECTORS PUBLIC RECORDS OF ST L JCIE COUNTY, FLORIDA. ALSO SET 5/8" IRC THE WEST 3 ACRES OF TI'E NORTH 165 FEET OF THE SOUTHEAST Ya OF THE SOUTHEAST Y OF SECTION 36, "BL LB 6852" 2 TOWNSHIP 34 SOUTH, RANGE 39 EAST, EXCEPTING THEREFROM RIGHTS OF WAY FOR PUBLIC ROADS AND Ir HARMONY ESTATES DRAINAGE CANALS. PLAT BOOK 8, PAGE 78 SITE ADDRESS: 2115 KEEP RD ST LUCIE COUNTY, FLORIDA PARCEL ID: 1336-441-0003-000-1 3 PARCEL ID: 1336-441-002-000-4 PARCEL THREE: 12"x18" CMP 4 THE NORTH 165 FEET OF THE SOUTHEAST 1'4 OF THE SOUTHEAST Y OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE N INV. EL.=17.29' 39 EAST, LESS WEST 3 A:RES AND LESS EAST 40 FEET FOR KEEN ROAD RIGHT-OF-WAy, ST LUCIE COUNTY, S INV. EL=17.00' FLORICA. 18" RCP 5 SITE ADDRESS: 2183 KEEI ROAD E INV. EL.-16.52' PARCEL ID: 1336-441-0C J1-000-7 W INV. EL.=16.83' SU/I'l�EYOC!'S Now I. BEARINGS AS SHOWN F_REON ARE BASED ON STATE PLANE COORDINATES, REFERENCE THE NORTH AMERICAN 6 12"x18" CMP DA-UM OF 1983/2011 .,DJUSTED (N.A.D. 83/11), FLORIDA EAST ZONE, U.S. SURVEY FEET, REFERENCE A BEARING N INV. EL.=17.40' OF S89'51'10"E ALONG THE NORTH LINE OF PROPERTY, S INV. EL.=17.16' 2. ELEVATIONS AS SHOWN HEREON REFERENCE NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.D 88), REFERENCE NA -ZONAL GEODETIC SURVEY ST. LUCIE COUNTY BENCHMARK "KIRBY", ELEVATION = 19.79 FEET, ELEVATIONS AS 7 SHOWN HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0.01 FEET. �- --BENCHMARK 3. WELL -IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL J w I SIEVFY DISK "KIRBY" POSITIONAL ACCURACY OF 0.10 FEET, j_14- ui I ELEVATION- 19.79' 4, THI'; SURVEY WAS DON'_ WITHOUT THE BENEFIT OF A TITLE COMMITMENT %-S.E. CORNER OF SECTION 36, 5• THIS PROPERTY IS LOCATED IN FEDERAL FLOOD ZONE X, REFERENCE FEMA MAP COMMUNITY NO. 120285, PANEL TOWNSHIP 34 S., 0160, SUFFIX J, EFFEC' IVE DATE FEBRUARY 16, 2012 (PANEL NOT PRINTED). NO SEARCH FOR MAP RANGE 39 E. MODIFICATIONS HAS BEN DONE BY THIS SURVEYOR. fNDTK&WTIT — — 6, THIS SURVEY IS BASED ON A CLOSED GEOMETRIC FIGURE EXCEEDING A HORIZONTAL CLOSURE OF 1:10,000. CUTOUT 7. WEL.L-IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.10 FEET. 8. THERE WAS NO ATTEMFT TO LOCATE ANY SUBSURFACE FOUNDATIONS. 9, NO UNDERGROUND UTIL TIES WERE LOCATED OR SHOWN HEREON. 10. THIS SURVEY IS NOT V 3LID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR UNLESS DIGITALLY SIGNED. 11. THI3 SURVEY WAS DON: IN THE FIELD UTILIZING GLOBAL POSITIONING SYSTEM (G.P.S.) WITH REAL TIME KINEMATIC (R. '.K.). ALL DISTANCE` GIVEN ARE GRID DISTANCES. THE SCALE FACTOR AT "KIRBY" IS 0.99998711 FEET. 12. THIS PROPERTY IS ZON =D RS-4. THE SETBACKS FOR THIS PROPERTY ARE AS FOLLOWS: FRONT - 25.0 FEET, REAR - 15.0 FEET AN( SIDE - 7.5 FEET. sIJRVFroRs CE/lAF/C.4TE 1 HEREBY CERTIFY THAT THE "BOUNDARY SURVEY" AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SUFVEY MADE UNDER h Y DIRECTION AND CHARGE ON MARCH 16, 2021 THROUGH APRIL 1, 2021 AND SAID "BOUNDAFY SURVEY" IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. IT IS FURTHER CERTIFIED THAT THL; "BOUNDARY SURVE Y" COMPLIES WITH THE STANDARDS OF PRACTICE FOR "BOUNDARY SURVEY" SET FORTH BY THE F_ORIDA BOARD OF F ROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472,027, FLORIDA STATUTES. BETSY LINDSAY, INC. SURVEYING; AND MAPPING ERA E A, LINDSAY, P.L.S. NOT VALID WITHOUT THE SIGNATURE FLORIDA REGISTRATION N0. 4 24 AND ORIGINAL RAISED -SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER UNLESS DIGITALLY SIGNED z °x � e a LL co N Lo ¢ Lo co CO V1 Q 00 Z Qz ^a) d' W Z u1C-1 o Lo ►� z WLoW W Q 00 z U CV U J rij N DATE REVISIONS 06/02/2021 REV. BOUNDARY LINES/ADD PROPOSED IMPROVEMENTS 06/17/2021 REV. PER COMMENTS 3/10/2022 MODIFY PER COMMENTS DATE_O¢ZO%X2021 scALE AS S/HODYN FIELD BK. .YXXXX.Y.Y DRAWN BY CHECKED BYZ.A.Z. L.r_J Q U c1f c� _W [)f O I— L1_ 0 ~ az O 0 � O zLLJ LwLJ U Y � --_I Ln Cn CV F— W LLJ O ILI LLJ U) 0 V) 0 Q J O LLJ z O co SHEET NO, 1 OF 3 _ SHEETS PROJECT NO. 21-20 MIN, FRONT SIDE'S CNk I REAk 'NC= r._ J, REQ. ABBREVIATIONS BL BETSY LINDSAY, INC. BW BARBED WIRE CLS CENTERLINE OF SWALE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CONC. CONCRETE EL. ELEVATION FIND. FOUND ID IDENTIFICATION INV. INVERT IR IRON ROD & CAP LB LICENSED BUSINESS NO. NUMBER OHE OVERHEAD ELECTRIC LINES PK&W PARKER KALON NAIL & WASHER P.L.S. PROFESSIONAL LAND SURVEYOR P.S.M. PROFESSIONAL SURVEYOR & MAPPER RCP REINFORCED CONCRETE PIPE TOB TOP OF BANK TOE TOE OF SLOPE SYMBOL LEGEND x 15.2 FIELD LOCATED POINT WITH ELEVATION DRAINAGE MANHOLE SINGLE SUPPORT SIGN WELL v WOOD POWER POLE GUY WIRE AND ANCHOR PALM TREE j OAK TREE PINE TREE UNKNOWN TREE 4e WIRING PULL BOX O4 DOUBLE SUPPORT SIGN " POINCIANA TREE SPIGOT TELEPHONE RISER OVERHEAD GUY POLE i ! �- 76.60'- m O I 78.53 MEAN ANNUAL FLOOD LINE m O / 0 m /O m O I 1-/ 75.53 75.00' 75.00' m PORCH N 00 00 C6 (D 1.33' 0 0 CONCRETE PATIO 11.33' 01 2 STORY RESIDENCE PROPOSED 2 STORY RESIDENCE FINISHED FLOOR EL.=22.93' m 4.00' CO 0 0 6.50' f I It GARAGE PROPOSED �61.00' wo L/I WATER LINE PROPOSED PUMP PUMP 75.00' PROPOSED WELL 5 0 5 10 SCALE: 1" = 10' PROPOSED 2 STORY RESIDENCE DETAIL SCALE 1 " = 10' 2.00' 18.50' 1ST LIVING: 1461 2ND LIVING: 673 TOTAL LIVING: 2134 CD GARAGE: 622 PORCH: 218 ENTRY: 38 TOTAL: 3012 20.00 N CONC. DRIVE N N N 14.65' o PROF OSED 1500 PROPOSED c' oD GALL )N SEPTIC TANK SEWER LINE o 0 N + +i 40'{ - + + + + 1 1 _ PROPOSED 800 SQUARE + F io FEET AV dLABLE SEPTIC D + DRAINFIE _D AREA (40'x2O')- + + -1- + -I + - - + + I r I. .+. +. _ + I. 40' C) BETSY LINDSAY, INC. SURVEYING AND MAPPING ELIZ E LINDSAY, P. OT VALID WITHOUT THE SIGNATURE FLORIDA REGISTRATION NO. 4724 AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER UNLESS DIGITALLY SIGNED 20.00 N CONC. DRIVE N N N 14.65' o PROF OSED 1500 PROPOSED c' oD GALL )N SEPTIC TANK SEWER LINE o 0 N + +i 40'{ - + + + + 1 1 _ PROPOSED 800 SQUARE + F io FEET AV dLABLE SEPTIC D + DRAINFIE _D AREA (40'x2O')- + + -1- + -I + - - + + I r I. .+. +. _ + I. 40' C) BETSY LINDSAY, INC. SURVEYING AND MAPPING ELIZ E LINDSAY, P. OT VALID WITHOUT THE SIGNATURE FLORIDA REGISTRATION NO. 4724 AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER UNLESS DIGITALLY SIGNED � a H OC Q Q � � O W � W � W Co � � W -a, � v U I� n DATE REVISIONS O6/02/2021 REV. BOUNDARY LINES/ADD PROPOSED IMPROVEMENTS 06/17/2021 REV. PER COMMENTS Lo co I F 112021 SHONNXXXXXX CR /Da YEA.Z. Z W Of I� L�J Q M U ry � L�J � W O V) L ® � Li Ld z In � 0 � O � Q z LLLJ wL J � o W L_n � N � H FSHEET 2 SHEETS . 20 ��I 0 ABBREVIATIONS BL BETSY LINDSAY, INC. BW BARBED WIRE CLS CENTERLINE OF SWALE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CONC. CONCRETE EL. ELEVATION END. FOUND ID IDENTIFICATION INV, INVERT IR IRON ROD & CAP LB LICENSED BUSINESS NO, NUMBER OHE OVERHEAD ELECTRIC LINES PK&W PARKER KALON NAIL & WASHER P.L.S. PROFESSIONAL LAND SURVEYOR P.S.M. PROFESSIONAL SURVEYOR & MA RCP REINFORCED CONCRETE PIPE TOB TOP OF BANK TOE TOE OF SLOPE SYMBOL LEGEND x 15.2 FIELD LOCATED POINT WITH ELEVA DRAINAGE MANHOLE SINGLE SUPPORT SIGN O WELL > WOOD POWER POLE —� GUY WIRE AND ANCHOR PALM TREE (� OAK TREE PINE TREE UNKNOWN TREE �a WIRING PULL BOX DOUBLE SUPPORT SIGN " POINCIANA TREE a SPIGOT TELEPHONE RISER -0 OVERHEAD GUY POLE ____�x —x —x —x x —x --x —x —x x —x x x —x x x —x —x x —a—x + Toe � e O °Y oy� m CD oO I m O 0 � o I m CD O I � 0 m m 0 P- tT 0 m 0 OIL o m }I m o m m 0 o 0 m m to m mo om oI m 0 O o Om m m om 0 0 m m 0 m 0 dO 00 o O m m a oe\To\eoF \T0& '-0 \TO \ e �a cf� (Q 0 Q Q . a o i c:r w 1 Ic Q Oi Q Q Q Q w cp 0". ti a 0 o t o) m 0 I w °' Q o � I no o Q w I0 i m o o T✓ m BENCH MARK o0 co ��° NAIL IN OAK goo, ELEV=20,93 I w 0 Im 0 eT ti Tn� TOE ° QQ TOE TOE TOE TOL --*—TOE TOE TOE TOE -TOE TOE TOE —TOB TOT ( OB—TOBT4�TOE TOE —TOETOB # QOB —A]OB�©OB�TO TOB —DQ *OB +B T `�1 ° —TOB —TOBQ-roe--TOB-TOB'�TS�TOB -4�--OMB TOB —TOB TO Q ti°? Q 0 oHE — — --�>H�--0HE HOE SHE SHE--DHE OHE OHE H <- HE HE—OHE—�I t€} H-- �'TVE— — --OHE- I ��+ ti QOQ��� 05+ +off �o 0 0 JUL JU_L - Hu1 301 0 vd -give-•-�wvd ux iu�y °. 301 301 301 30% o. o� 30 60 SCALE: 1" = 60' EXISTING POND Q0, m ��� Q EAST 40' . q. Q � m Q � 0 ci A L ° 1°. �E ati Qti --0HE ----OH, —OHE —OHE —OHE —OHE Q Q EAST 30' Q Q Q Q Q c eT +,° D Q \ 19 0 _E Q E= Q SET IR&C o "BL TRAV" ELE\ =19.42 Q uoE�- OHE---OHE --OHE ---OHE o O � 0 ^o° . o. li = N Q �_­ � E--��OHE OHE ----0-- HE �I-I _ —0HE QED HETHE -a-0HE — 0CD CD R) o ��A EAST 40' �. °,5 70E TOE TOE °'fOE TOE °b� TOE TTOE 9° OOE+T0®­TOB TOB —TOB —TOB TOEoTOB TOB TOB TOB TOB -TOB rOB+OE TOE T—TOB E TOE T�TOE of TOE TOE OOE—TOS DE --TOE +°=-TOE T- o �+TOE TOE TOB TOB —TOB TOB — TOBTti,OB TOBTOB TOBTOtiB+1 T0O,. B —TOB TOB TOB TOB TOB TOB --TOB —TOB —TOB TOB TOB � 10 A OE TOE+' TOE - TOE OE - TOE+ TOE �OE TOE TOE+�TOE TOE TOE TOEi TOE TOE TOE+' - TOE TOE TOE TOFL+ fOE TOE =TO&:—"TOB —TOB TOB —TOB TOB —TOB -FL-TOB TOB TOB TOB —TOB—TOB—TOB TOB TOB TOB T-O TOBTTOB TOB TOB�TOB =TOB TOB TOB TOD TOB -+=OE —TnA T JE q0 CD LZ w rn IT �7 co Z a 0 °C a ^ 11 ILL Co Lo co co Cc a = 00 p Z 9 d Qco l ., Z w cf) co U) W Lo ✓ :2 � Z W v 3 v Y) § Lj OUNDARY ADD PROPOSED VEMENTS FIEEISIONS ER COMMENTS DATE 0410112021 SCALE % -60 FIELD BK. /r",X-rr DRAWN BY E/f /OB CHECKED BYE,A.L. LIJ Q w O LL 0 � az O 0 � O z w_ LJ C) J Ln N SHEET NO. 3 OF 3 SHEETS PROJECT NO. 21-20