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HomeMy WebLinkAboutBoundary Surveyti MAP OF SURVEY BOUNDARY & TOPOGRAPHIC SURVEY OF LOT 12, BLOCK 116, LAKEWOOD PARK UNIT 9, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 11, PAGE(s) 27, 27A-27D, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (Contains 0.27 acres) I I IWELL J@ 1 / LOT 16 LOT 15 I LOT 14 BLOCK 116 BLOCK 116�z/ ` RESIDENCE \ p�i� BLOCK 116 RESIDENCE FF FF EL=23.73 � RESIDENCE FF EL=2266 / SEPTIC OUT OF RANGE / I OL c \ / x 2J.29 \\ x 22.29 21.34 x z21z.'"/ ' 2'.7s 00821.85 .519'W. 503 f1R 5/8r o 10'5 PUBLIC/UTISLIWTAYM8 O RAIAK .jFjbO CAIV FENCE CORNER," 7X, _ _ 9.8-S., ON LINE 1 .1 0 jg"" 15' B.S.L. 22D1 Cos LOT 12 a C) g` al BLOCK 116 M I _ (VACANT)�5' FRS PROPOSED 30 CONC PAD 37.67- LOT / \ \ PROPOSED BLOCK1116 RESIDENCE y RESIDENCE I / w / \ FF EL=24.34 `C / / 4\612-A UNABLE TO ACCESS x 2295 \ PR%OSED YARD FOR SEPTIC I/I� /� N FF LL \259b )22.85FENCE dw, CORN J0.0'N., 0.5 54.\25'- 69' 1375'.N 9.67' B.S.L8/ �25' 23.0� COVERED ENTRPROPOSEDD Y PROPOSED 3' PROPOSED ' CO CONC WALK 16' CONC 22.16 L"J IVE 22.05 RP 3/4- N 89*56'20" W 90.00, 0.19'SA.OS'W. CATCH BASN NoSWALE) _ o TOP EL=20.59 0 n 21.50 n'gGN 21.55 220' ' SNddl 51 2,.57 tlYmm * SANTA CI ARA 9 r TROLLING BENCHMARK PID AF7506LISHED ELEVATION 23.517'NAVD19818 SETBACKS FRONT 25' SIDE 7.5' REAR 15' CERTIFIED TO: WJH LLC GSS SURVEYING 8 MAPPING, LL9, CERTIFICATE OF AUT140RIZATION NUMBER LB 8006 i /.. A 20.84 x 21.33 22.08 IUS_ --- -"M ELL O O 21.36 21.37 JUTA YJ'A1YJl/ (70' PUBLIC R W 20't ASPHALT ROAD WELLS ACROSS STREET OUT OF RANGE I 1i a PC, CODES �T g 111151 SIDE'` L( _ -'wo. 175�-1 P LOT 13 BLOCK 116 22.03 RESIDENCE FF EL=23.58 SEPTIC OUT 3 OF RANGE Iq N Irc 21.84 21,62 / w / P 3/4- • 40 z K 21.42 \ 21.53 •�,% N 89'56'20- W _114.40'(C) _ \ _ LB 4223 1 GRAPHIC SCALE SURVEYORS NOTES: 30 0 15 30 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. ( IN FEET) 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY ANDIOR EASEMENTS OF RECORD. 1 inch = 30 ft. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. S. THE CENTERLINE OF SANTA CLARA BOULEVARD IS ASSUMED TO BEAR N 89'5670' W AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. 1swM 7. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 12111 C0070J, HAVING AN EFFECTIVE DATE OF A. INS FEBRUARY 16,2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X OUTSIDE SPECIAL FLOOD HAZARD AREA Vi- -rN W S. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. E861 9. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE $ PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND w _ „ unT im cwnan Tn iUPI V nR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE Oct FLORIDASTME OF l TERRY H: DRUM PROFESSIONAL SURVEYOR AND MAPPER N0. 5597 OR HENRY A. KILBURN. PROFESSIONAL SURVEYOR AND MAPPER NO.6661 NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 198E (NAVD 88). 12. THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHOWN HEREON WERE PROVIDED BY THE CLIENT. GSS SURVEYING B MAPPING, LLC TAKES NO RESPONSIBILITY FOR THEIR CORRECTNESS. THE PROPOSED ELEVATIONS ARE 9H nwM nMI V PnR THE CONVENIENCE OF THE CLIENT IN THE PERMITTING PROCESS THROUGH THE LOCAL GOVERNING ADDRESS: 6504 SANTA CLARA BOULEVARD LEGEND PO# 022LWPOIO EL.=ELEVATION RP= FOUND IRON PIPE'NO IDENTIFICATION" E8 -WATERMETER E� =ELECTRIC C=CALCULATED OF )I X i=CHNNUNKFENCE BM=SITE BENCHMARK SIRC= SET VC IRON ROD WITH CAP'LB 8086' FND-FWE F�r,= =FIRE HYDRANT XXXK =PROPOSED ELEVATIONS C6=CURVE NUMBER .�D_.� FENCE P.O.C.= POINT OF COMMENCEMENT NT CONC = CONCRETE 6=AND P.O.B.=POINT A BEGINNING FN&D=FOUNAILAND DISK -WATERVALVE AA:=NRCOICATIO ER CB=CHORD BEARING UCH -CHORD SNAD=SETNARAND DISK ® =RECLAIMED WATER LO.=IOENTIFlCARON -Tm-P OF BANK PCP= PERMANENT CONTROL POINT FF EL- FINISHED FLOOR ELEVATION ®-EXISTINGWELL CM=CONCREIEMONUMENf PC= POINT OF CURVATURE ITS=TOP OF FORMSOARD O =ELECTRIC TRANSFORMER -rzc- OE OF SLOPEPT =POINTOFTANGENCY SF=SOUARE F00T SOSANITARY MANHOLE muss ORAN=RIGNTOFWAY (P)=PLAT (0)=0EE0 (h)=MEASURECA9V =CABLEPEDESTAL El = TELEPHONE JUNCTION BOX ®-IRONROD-Pnr-IVEL0T6ADW1MFIR= FOUND IRON ROD NO IDENTIFICATION' CA=CENTERUNE EDP -EDGE OF PAVEMENT =CATCHBASIN =UGNTPOLE ®-IRONPIPE _B.S.L- UI IIfGS LINE FIRO= FOUND IRON ROD WITH CAP CMP= CORREGATED METAL PIPE ���rrr ��.■ UPDATES and/w REVISIONS BY DATE JOB R GSS Surveying and M 19-0182 Jt. n Y rgAi !�L�ja�J "r " PLOT PLAN LD 0S-OB-19 DRAWN BY: LD * s 6 •, i ,¢ � m 4620 Lipscomb Street NE, Suite 2 , o ADDED UNOBSTRUCTED lD 08-12-19 CHECKED BY: THO ;. PJ7', f AREA FOR ORAINFlELD REDUCED PROPOSED LO 06-24-19 FIELD BOAC: FILE DRAIN ELD so FT I Palm Bay, FL 32905 m ADDED PROPOSED FFE LD 10-0r19 PAGE: 321-914-3978 ncln n.w. nhns-19 IvIlir Ur OUn,vrLi �- -1 BOUNDARY & TOPOGRAPHIC SURVEY OF LOT 12, BLOCK 116, LAKEWOOD PARK UNIT 9, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 11, PAGE(s) 27, 27A-27D, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (Contains 0.27 acres) I LOT 16 BLOCK 116 RESIDENCE FF EL=22.45 FIR FENCE CORNER 90S., ON LINE 22.01 LOT 11 BLOCK 116 RESIDENCE FF EL=24.34 UNABLE TO ACCESS YARD FOR SEPTIC FENCE CORNER 30.0'N., 0.5'W-, �o- 23.05 22.16 \� PIP 3/ 21.50 CONTROLLING BENCHMARK NGS PID AF7506 PUBLISHED ELEVATION 23.5V NAVD 1988 SETBACKS: FRONT 25' SIDE 7.5' REAR 15' CERTIFIED TO: WJH LLC GSS SURVEYING 8 MAPPING, LLC. CERTIFICATE OF AUTHORIZATION NUMBER LB BODE WEL LOT 15BLOCK 116 LOT 14 / S/ `1 RESIDENCE BLORESIDENCE K 116 FF EL=23.73 \ / ` FF EL=22.66 \ / I SEPTIC OUT OF RANGE 0. 2' n w / L L\ 21.85 x 23.29 \ x 22.28 21.34 89.56'20" E \ \90.00' 2175 0.08•S 0/19'W. PUBLIC -UTILITY k DRAINAGE AS" -x 22.18 - - aa 15- B.S.L. LOT 12 BLOCK 116 ^n^ (VACANT) PROPOSED \- ESIDENCE / 4,612-A 2z.9s / S \ \ /. Im to 2.8 o \ .69' a'/ 13.75'N4.21J -� \ 25' B.S.L 8 9.6 / PROPOSED CONC COVERED ENTRY PROPOSED 3' PROPOSED CONC WALK i 16' CONO DRIVE 22.05 N 89'56'20" W 190.00' CAICH BASIN (NO SVALE) mo . -.."A c, .SIGN 21.57 SITE BM-1 - EL 21.39 21.37 � (70' 21.55 I 22.0' \CAIV FDOH in St. Lucie Count!' 20.84 x21.33 2208 Environmental Health Site Plan Approved for Construction Supersedes All Previous.Site Plans for 9DSTDS j 4Y Z& Well f��(o LOT 13 oN" BLOCK 116 22.03 RESIDENCE FF EL=23.58 A a SEPTIC OUT 3 OF RANGE m o N 21.35 SN&D ' SITE BM-2 EL=21.28 BLIC R/W) 20'f ASPHALT ROAD WELLS ACROSS STREET OUT OF RANGE Ic 21.84 0 •o //21.62 flP 3/4- 0.21_N.AOSE. o -_ \ •w I� \ F- 21.42 \ N \ 21.5J N 8956'20- W _ 114.40'(C) LB 4223 I GRAPHIC SCALE 30 0 15 30 SURVEYORS NOTES: 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. ( IN FEET) 3. LANDS SHOWN HEREON WERE N0T ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. 1 inch = 30 ft. 4. SEPTICTANKS ANDWELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELOVERIFIED BYALICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. 5. THE CENTERLINE OF SANTA CLARA BOULEVARD IS ASSUMED TO BEAR N 89'56'20- WAND ALL OTHER BEARINGS ARE RELATIVE THERETO. 6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. 7. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 12111CO070J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X. OUTSIDE SPECIAL FLOOD HAZARD AREA. 8. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. 9. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE S HEREON. Awn IONS, NOT BE TRANSFERRED DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT TERRY H. DRUM P: OFESSIONAL SL 'r'VEYCR AND MAPPER N0, 5597 VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. _ OR ' HENRY A. KILBURN; PROFESSIONAL SUR('EY0R AND MAPPER NO.6661 11. ELEVATIONS SH0WN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVE) 88). NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE 12. THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHOWN HEREON WERE PROVIDED BY THE CLIENT. AND DIGITAL SEAL OF A FLORIDA LICENSEDSURVEYOR AND MAPPER. GSS SURVEYING B MAPPING, LLC TAKES NO RESPONSIBILITY FOR THEIR CORRECTNESS. THE PROPOSED ELEVATIONS ARE SHOWN ONLY FOR THE CONVENIENCE OF THE CLIENT IN THE PERMITTING PROCESS THROUGH THE LOCAL GOVERNING MUNICIPALITIES. ADDRESS: 6504 SANTA CLARA BOULEVARD LEGEND PO# 022LWP0IO EL.=ELEVATION PIP FOUND IRON PIPE 'NO IDENTIFICATION' B1 =WATERMETER ELECTRIC C=CALCULATED I( xT =CHAINUNKFENCE SM=SITE BENCHMARK SIRC= SET IWIRON ROD WITH CAP'BODE' yy FNG=FOUND P.O.C.= POINT OF COMMENCEMENT CONC=CONCRETE V -FIREHYDRANT XX.XX 'PROPOSED ELEVATIONS Cp=CURVENUMBER6=AND -l]-lNl� =WOOD FfEc::) P.O.B.=POINT ARINGI CH= CB=CHORD BEARING ICH=CHORD FN&D= FOUSET NAIL IL AND DI DISK SN80'SET NAIL AND DISK =WATER VALVE ® =RECVOMED WATER NC=AIRCO LD.=IDENTIFICATION ® CATIONER -roe- =TOp OFPCP= PERMANENT CONTROL POINT FF EL- FINISHED FLOOR ELEVATION -EASTINGWELL CM= CONCRETE MONUMENT PC= POINT OF CURVATURE TFB =TOP OF FORMBOARD [] =ELECTRIC TRANSFORMER TOE OF7R/W PT=POINT OF TANGENCY SF=SOUARE F00T =SANITARY MANHOLE 1FA18 RIGHT OF WAY (P)=PLAT(D)=DEED(M)=MEASURE o CAN =CABLE PEDESTAL = TELEPHONE JUNCTION BOX ® =IRON ROD -oew- 'OVERHEFIR= FOUND IRON ROD'NO IDENTIFICATION' FOUND IRON ROD CIL=CENTERLINE EDP= EDGE OF PAVEMENTFIRCa CB 'CATCH BASIN 1 ®'IRON PIPE WITH CAP CMP= CORREGATED METAL PIPE =LIGHT POLE -B.B.L- =BUILDINJF UPDATES and/ar REMSIONS BY DATE 408 & 19-0182 a r GSS Surveying and Mapping, LLC 10 PLOT PLAN lD 05-06-19 DRAWN BK LID , � 'W 4620 Lipscomb Steet NE, ��fie� `r �_ CHECKED BY: IND FIELD BOOK: FILE Palm Bay, FL 32905FILE COP PAGE: PAGE FIELD DATE: 04 05 19 "' 321 -91 4-3978 A WALL LEGEND FULLHEGM 2X4WOOD STUD PARTITION STONEVENEER BRICKVENEER STUDWALLBELOW FULL HEIGHT 2XSY7000STUDPARTMON DRYWALLOPENNGWOTIi AS NOR ON PLAN 6`-YHDRM. I ROD& SHELF NOTE HOERIOR WALLS FRAAIED AT 160.0 NIEWgi NON BEARNGWALLSFRAMEDAT 24' OC. REF TO STRUCTURAL SHEETS FOR BARINGWALLSPEOFICATIONSAND PLATE INFORMATION PLAN NOTES ¶ VERIFY ALL ROUGH OPENING DIMENSIONS FOR 71 THE GARAGESHNL BE SEPARATED FROM THE ALL WINDOWS AND DOORS RESIDENCE BATTCBYNOT LESS THEN I1ZGYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES 2) PRONDESAFETYGA➢NGWTM24'FROME70T SENATH HABRABIEROOMS SHALL BE SEPARATED PER FLORIDA BUNTING CODE R 30842 WIN NOT LESS THIN 5VTYPE 'X•GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATHON IS 3) PROVIDESAFENGADNGATATIVSHOWER FLOOR- CERA'GASSEMBLY, THE STRUCTURE PER FLORIDA BUBDNG OWE R308.4°A SUPPORTING THE SEPARNON SHALL ALSO BE " PROTECTED BY NOT LESS THAN I rt GYPSOM BOARD 4) NONBEARMGNTEWORFRAMEWADSSWULEE OREOUWALFNI FRAMED WI WOOD OR METAL STUDS. SPACWG S HALL NOT EXCEED 24- OC.(NON BARING WAILS ONLY) 8) INSTALL I3'A'THICK SOLID WOOD DOOR BETWEEN UMGAND GARAGE PER FLORIDABUILDING CODE 5) PRONDE DAD WOOD N ATTIC FOROVERHAO R3D2.7S, GARAGE DOOR HARDWARE 9) ALL VANDOWS INSTA11FD 72- ABOVE GRAOEhNST 6) WHERE DRYWALL CEBNGISAPPLIED TOTRUSSES COMPLYWRHR6122MAN SOLHBGMOR @24-OC.USE5'8•DRAVALLOR@'SAG PROVIDED WITH AN APPROVED WINDOW FALL RESISTANT PER SEC.70235 PRVENNON DEVICE 2668 DOOR WI TOP & BOTTOM LOUVERED DOOR SQUARE FOOTAGE 16.67 SQ. FT. DOOR STYLES & RAILS -7.05 SQ. FT. LOUVERS 118"X1'-9756" -1.02 SQ. FT, NET OPEN AIR FLOW 8.60 SQ. FT. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for TDS1546- . gy & Well #53 7-9.5� e:G./Z5 /9 � l7 TAKE R302.6 DmSyGaaOe Sepam50a rdiai hldeal FmmIheres*meardabm Nd km O"n&mrh OyPmehoad ae) ,Al aPPhd4Ld—Tg aBevde FramaF5aNm5Mmamabwedcegara9e Not 1ess0an58dNtlNTypeX9ypzm hard pW]m(s)supWAofznaaN6es Ndlssamnndap7 mSmid V%dlaaagmt0ft1a dedSytfhSed"n argwdent B 4TA• 5-9' 3'$ 5-7• T-70' 8-1' 349SH 3050SH 2O30SH 8.8'HH. 6'-E'HH. 28686PNL 4'-31? 0 c H KITCHEN 1 20WALL 34It? HWI 12'b'all'F4 17COUMEA OVERHANG 3-W.I.C. <RP25.11 FAIG GREAT ROOM 3 Hsu u s 1T-Pxtfs c 4•s"t ELECTRIC c _ (RANGE P 7 2660 321RP NBSHOWER LT-11=� C 0.BATH S U 0'3DITE 6 RP25.1 FLEX § w 4• a-0 Isa•xt9'a• _ c 2S6B 11'-112' 73ZZ6 4!-i 17 5-7172- 241 1B-712' 206R mm 12)2Y 68 aA;fiO gvmH BED BED 1V-mx1B.I• IS 10'-9•x1V.r 2SBA tl a MECH WATER\. HATER r 7 fi0 4'-717 82 @ 3S 5-7• 10-710 3-2' -01 _ 4'-212 5- a c F-- il z660 FOYER GARAGE BED 4 IT-riff-r I6•-9•x16v ES APE PB60 3-068 4 PORCH 13-7' MUSHTEMP 6-8'HH. 16C76SEC ZONAL 5-7' 4'POST 6-10IT 6-10IQ, i'-10' 16-0' 13-9' 2-11/Y 4,-0, 2-11/l 19.8• 37-e FIRST FLOOR PLAN ELEV'A' 114" = V-0" AT 22" X W LAYOUT 1/8" = V-0" AT 11"X 17" LAYOUT C 0 C T e 7 3300 BATTLEGROUND AVE. SURE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 I WIN, LLC®2017 Lm ij PLAN # / ORIENTATION 1612 / RH SERIES NAME: DIAMOND PLAN NAME LAST REVISION DATE 2/8/19 SHEET# GRP21.1 J r 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WIN, LLC 02012 1 PLAN # / ORIENTATION 1612 / RH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/8/19 SHEET # GRP2 0.1 BOUNDARY & TOPOGRAPHIC SURVEY OF LOT 12, BLOCK 116, LAKEWOOD PARK UNIT 9, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 11, PAGE(s) 27, 27A-27D, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (Contains 0.27 acres) I I LOT 16 BLOCK 116 RESIDENCE FF EL=22.45 RR FENCE CORNER 9.8'S., ON LINE 22.01 LOT 11 BLOCK 116 RESIDENCE FF EL: 24.34 UNABLE TO ACCESS YARD FOR SEPTIC FENCE 1 30.0'N., ICONTROLLING BENCHMARK NGS PID AF7506 PUBLISHED ELEVATION 23.51' NAVD 198E SETBACKS FRONT 25' SIDE 7.5' REAR 15' CERTIFIED TO: WJH LLC p / LOT 15 BLOCK 11 �S/ LOT 14 RESIDEN po av A BLOCK 116 RESIDENCE FF EL=23.773 ' FF EL. 22.66 / SEPTIC OUT OF RANGE I o \ / \ xzzi323 2751�5,"'./ec PUBLIC UTILITY & DRAINAGE -x 22.18 - 15' B.S.L LOT 12 BLOCK 116 (VACANT) x 22.95 M o C) CD-/ W A • / B\ Qi 22.86 / .,\ PROPOSED \ESIDENCE \ 1612-A / i \ x 22.85L16-'�a` 21' B.S.L. S PROPOSED CONC 23.05 / COVERED ENTRY PROPOSED 31 PROPOSED / CONC WALK r 16' GONG 22.16 [W] DRIVE 22.05 AP 3/4' N 89056'20" W 90.00 0,1o'S ,C OS'W. CAfGH"HAS1N n so (NO SWALE) GSS SURVEYING 8 MAPPING. LLC. CERTIFICATE OF AUTHORIZATION NUMBER LB 8006 IN N 21.50 \ MI ZSIGN 21.55 I 220' - 20.11 x 21,1 22.08 ADS n nu RP, 0 6 (J 5'- 21.36 21.57 SITE BM-1 SITE BM-2 EL=21.311 SANTA CLARA EL_21.28 21.37 BOU�XVARD (70' PUBLIC R/W 20'f ASPHALT ROAD WELLS ACROSS STREET OUT OF RANGE 3 FDOH in St. Lucie Coun41 3 Environmental Health Site Plan Approved'for Construction Supersedes All PrevWcus Site Plans for TDS#0 S6-/9Y iZ& Well 1k (o LOT 13 BLOCK 116 RESIDENCE FF EL=23.58 SEPTIC OUT OF RANGE C3 N o 21.84 0 0 21.62 I N // w I}lP 3/4' • wo •w N7p rc gSS\,0 \ 21.42 ' \ 779.GTiC� \ _ 21.53 _ N 89'56'2T W 114.40'(C) - _ \ FNiPe 7 LB 4211 GRAPHIC SCALE SURVEYORS NOTES: 30 0 15 30 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7500 FEET. ( IN FEET) 3. LANDS SHOWN HEREON WERE NOTABSTRACTED FOR RIGHT-0E-WAY AND/OR EASEMENTS OF RECORD. 1 inch = 30 ft. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UnUTIES OR FOOTERS HAVE NOT BEEN LOCATED. S. THE CENTERLINE OF SANTA CLARA BOULEVARD IS ASSUMED TO BEAR N 89-56'20' W AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. 7. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 12111C0070J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X. OUTSIDE SPECIAL FLOOD HAZARD AREA. S. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCEDTO U.S. SURVEY FEET. S TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO.5597 OR ' HENRYA.KILBURN. PROFESSIONAL SURVEYOR AND MAPPER NO. 6661 NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE I AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Ie19 �7:1 X-Y-'TGi.YLL! BENCHMARK PC= POINT OF CURVATURE PT POINT OF TANGENCY RAN= RIGHT OF WAY FIR= FOUND IRON ROD 'NO IDENTIFICATION' FIRC= FOUND IRON ROD WITH CAP (UPDATES and/., REVISIONS BY PLOT PLAN LID RP = FOUND IRON SPEND IDENTIFICATION' SIRC=SET 112' IRON ROD WITH CAP RB BOOB' CONC=CONCRETE FNBO=FOUND NAIL AND DISK SN&D=SET NAIL AND DISK FF EL= FINISHED FLOOR ELEVATION TFB = TOP OF FORMBOARD SF=SQUARE FOOT (P)=PLAT (D)=DEED (M)=MEASURE CIL=CENTERLINE EDP=EDGE OF PAVEMENT CMP = CORREGATED METAL PIPE DATE JOB y: 19-0152 05-06-19 1 DRAWN BY: U) FIELD BOOK: FILE SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 10. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTRIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED. CERTIFICATION OF THIS SURVEY MAP NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR, 11. ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 12. THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHOWN HEREON WERE PROVIDED BY THE CLIENT. GSS SURVEYING 8 MAPPING, LLC TAKES NO RESPONSIBILITY FOR THEIR CORRECTNESS. THE PROPOSED ELEVATIONS AREA SHOWN ONLY FOR THE CONVENIENCE OF THE CLIENT IN THE PERMITTING PROCESS THROUGH THE LOCAL GOVERNING MUNICIPALITIES.( LEGEND PO# 02: E9 -WATERME)ER ELECTRIC C=CALCULATED y FND=FOUND DV =FIRE HYDRANT XXX% = PROPOSED ELEVATIONS Sp--ANCURVE NUMBER 'WATER VALVE ® =RECLAIMED WATER I.D. = IDENTIFICATION -rae- ® EXISTING WELL CM CONCRETE MONUMENT ❑O =ELECTRIC TRANSFORMER -roc- ❑ =ShNITARY MANHOLE twuA AN =CABLE PEDESTAL = TELEPHONE JUNCTION BOX ® =IRON ROD oxw E0 =CATCH BASIN ( =LIGHT POLE ©=IRONPIPE GSS Surveying and Mapping, LLC 4620 Lipscomb Steet NE, Suite 2 Palm Bay, FL 32905 321-914-3978 FENCE