The URL can be used to link to this page

Home My WebLink AboutAPPROVED Site Plan HD Approved - 7702 Deer Park AveWoo 00 CD ,`S O0 CD CL m v CD 0 ch > s I LBT512 A,- -0 CgLTIED) 12 2�a 70' QCo � C n x � C � CDCD -1- O �_ O (D = r- -UP O�SSEPTIC / yv n n OSQFT s =+ DRAINFIELD O `a -+. 750 SQ FT. UWRTRUCTED AREA to N Z� �� x FND 5/8" IRC (HEH4416) 12"x18" CMP INV:19.98� n Y VO 12"x18" CMP INV: 20.01' 1113.66'(P)(C)i N89"50'047W(C)' (BEARING SSIS)" SYMBOL d ABBREVIATION LEGEND: BENCHMARK (BM) 0 DIAMETER (DIA.) IR/C IRON ROD AND CAP P.B. PLAT BOOK YYY PK/D PARKER-KALON NAIL & (P) PLAT DATA OD DRAINAGE MANHOLE DISK CATV ❑ CABLE RISER DIP DUCTILE IRON PIPE MAG/D MAG NAIL MAG BRAND P.U. & D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT (C) CALCULATED E EAST/EASTING NAIL R RADIUS CENTERLINE EL./ELEV. ELEVATION 0 MAILBOX RCP REINFORCED CONCRETE CLF CHAIN LINK FENCE (M) FIELD MEASURED ® MONITORING WELL R/W PIPE RIGHT-OF-WAY CONC CONCRETE F.F.E. FINISHED FLOOR CM CONCRETE MONUMENT ELEVATION NORTH AMERICAN ® PROPERTY CORNER CPP ® CONCRETE POWER POLE FND FOUND NAVD88 VERTICAL DATUM OF 1988 RIGHT-OF-WAY WAY (CPP) SQ FT. SQUARE FEET OFFICIAL RECORDS @ CONTROL CMP CORRUGATED METAL INV INVERT O.R.B. BOOK SIGN (D) PIPE DEED IP IRON PIPE OHW OVER HEAD WIRES TOPOGRAPHIC DATA IR IRON ROD PG PAGE X 0.0 (SOFT SURFACE) GRAPHIC SCALE 30 0 15 30 (INS) 1 inch = 30 ft * FINISHED FLOOR ELEVATION TO BE DETERMINED BY SAINT LUCIE COUNTY HEALTH DEPARTMENT UTIUrhes: ALL WELLS AND SEPTICS ON ADJACENT PROPERTIES NOT SHOWN WERE EITHER BEYOND 75' OR COULD NOT BE LOCATED. SAINT LUCIE COUNTY, FLORIDA VICINITY MAP LEGAL DESCRIPTION NO SCALE LOT 13, BLOCK 45, LAKEWOOD PARK UNIT NO. 5, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 5, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEYORS NOTES ANO REPORT: 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 2. THE LAST DATE OF FIELD WORK WAS JANUARY 14, 2021. 3. PARCEL CONTAINS 0.34 ACRES, MORE OR LESS. 4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 6. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF LAKEWOOD PARK UNIT NO 5 PER THE LINE LABELED FEE 0 AAS ND DECIMAL PARTS TH AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN U.S. SURVEY 7. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88). THE 00' PRIMARY BENCHMARK IS A SAINT LUCIE COUNTY BENCHMARK "TONIC," HAVING AN ELEVATION OF 19.68 FEET NAVD 1988. 8. THE GPS SOFTWARE USED FOR THIS PROJECT. TDS SURVEY PRO, VERSION 4.95. /REALTIME PROCESSING IS BASED ON THE RTKLINK NETWORK. THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL GEODETIC CONTROL COMMITTEE N THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS ONE FOR HORIZONTAL CONTROL SURVEYS. 9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES, THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 10. THIS PROPERTY LIES IN FLOOD ZONE "X," ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12111C0070J, EFFECTIVE DATE FEBRUARY 15, 2012. 11. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. TREE SCHEDULE: BENCHMARK j :SET MAG NAIL AND WASHER N:1166041.29' E: 849807.72' EL: 20.85' TOPOGRAPHIC DATA X 0.00 (HARD SURFACE) W WEST WF WOOD FENCE CO-) WOOD POWER POLE PNT. TREE DIA. 21072 CABPALM 21080 CABPALM 21082 OAK 15" 21083 CABPALM 21084 CABPALM 21085 CABPALM 21086 PINE 12" 21087 OAK 12" 21088 CABPALM 21089 CABPALM 21090 CABPALM 21091 CABPALM 21092 CAB PALM 21093 OAK 12" 21094 OAK 24" 21095 CABPALM 21096 OAK 12" PNT. TREE DIA. 21097 CABPALM 21098 CABPALM 21099 CABPALM 21101 CABPALM 21103 OAK 12" 21105 CABPALM 21107 OAK 12" 21108 CABPALM 21109 CABPALM 21110 CABPALM 21111 CABPALM 21113 CABPALM 21114 CABPALM 21115 CABPALM 21116 CABPALM 21117 PINE 14" 21118 CABPALM PNT. TREE DIA. 21119 CAB PALM 21120 CAB PALM 21121 OAK 12" 21122 CAB PALM 21124 OAK 16" 21125 CAB PALM 21126 PALM 21127 OAK 22" 21128 CAB PALM 21129 CAB PALM 21130 CAB PALM 21132 CAB PALM 21133 CAB PALM 21134 CAB PALM T- CD N F_ L0 Z ti 00 Co (o z ao CD d' M F o N ~ Q Q LL 0 OO U YWN.E f- _ a� V Na °0,Q o IL aW N a r--'F �Q P J W� Uw J O \ W CJ d m a O C6 J LL: N 0 T- T sLu 0 � J W Q �z �w Z z �O wil LLI W 1�1�L LJ� I Z 0 W (n a W Z Q ::) 0� m Z Ei F--oLu U) �OJ LL Q = AU)(_ W W D Q J --I U O Co O a- Q N WIYtiJ OU) Lj- 1-- DRAWN BY: FS CHECKED BY: MTO PROJECT: 21-118 DATE: 1 /14/2021 SCALE: AS SHOWN Michael T. Owen Digitally signed by Michael T. Owen Date: 2021.03.23 13:25:32-04'00' MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER SIGNATURE DATE: SHEET FLORIDA REGISTRATION 05556 1 OF 1 revisions no. date CALCULATIONS AIR CONDITIONED AREAS PLAN 1694 SF 1694 SF NON CONDITIONED AREAS PORCH 42 SF GARAGE 419 SF LANAI 109 SF 570 SF GROSSAREA GROSS AREA 2264 SF FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #SG SF 7.yy u2-7,> 8 Wei I #5 t 315Z3 Date: 31/21) /z V „ Reviewer: WINDOW SCHEDULE MARK TYPE STYLE WIZH NOTES +D.P' 001 SH26 SINGLE HUNG 1 3'-l" 6'-4" 32.01 3T85 EGRESS 002 PICTURE PICTURE T-0" 4'-0" 32.64 35.48 003 PICTURE PICTURE 3'-0" 4'-0" 32.64 35.48 OPAQUE/TEMP. 004 PICTURE PICTURE 3'-0" 2'-0" 33.52 36.36 TEMPERED 005 SH25 SINGLE HUNG 1 T-l" 5'-3" 32.01 -.115 EGRESS 006 SH25 SINGLE HUNG 3'-1" 5'-3" 32.01 34.85 EGRESS 007 SH25 SINGLE HUNG 3'7" 5'-3" 32.01 1 34.85 008 SH25 SINGLE HUNG 3'-1" 5'-3" 32.01 34,85 009 SH25 SINGLE HUNG 3'-l" F-T-1 32.01 34.85 010 SH25 SINGLE HUNG T-1" 5'-3" 32.01 34.85 011 SH25 SINGLE HUNG 3'-1" 5-3"J 32.011 34.85 1 EGRESS DOOR SCHEDULE MARK STYLE DOOR D.P. NOTES WD HGT + - 001 SINGLE EXTERIOR 3'-C' 8'-0" 31.53 34.35 NOTE #5 002 SINGLE 2'-8" 8'-0" 003 SLIDING DOUBLE 5'-0" 8'-0" 004 SINGLE 2'.8" 8'-0" 005 SINGLE 2'-8" 8'-0" 006 SINGLE 2'-8" 8'-0" 007 SINGLE 2'-B" 8'-0" 008 SINGLE 2'-6" B'-0" V32.86 009 SINGLE 2'-6" 8'-0" 010 BIFOLD 1'-6" 8'-0" 011 SLIDING DOUBLE EXTERIOR 6'-0" 8'-0" 30.02 012 SINGLE 2'-0" 8'-0" 013 SINGLE 2'-6" 8'-0" 014 SINGLE 2'-6" 8'-0" BIFOLD 2'-4" 8'-0" E17 SINGLE 2'-4" 8'-0" LOUVERED SINGLE 2'-B" 8'-0" NOTE #2 OVERHEAD 16'-0" 7'-0' 28.20 34.24 N�. I. ALL HWON 1 6VSN S TO BE IDWE- NoN WAGT - AWACT OPTIOMU 2 6"RA E EN1RT DOOR NOLL M 50L0 Ha70 DLkGR NOT M55 THAT I-5/6• IN T IGIa✓E5b• 5011-0 OR NOIETGO� STEEL D NOT LE96 THAN WV T IeX M 20 HNL FIRE FATED DOOR EGLVPM I M'AF- GLo5w DEVVz PER F5C-F=3J 5. VFRI% ALL OPENING PRIOR TO MARJFACMUN5 HIHO A 1 DOGK. 4. ALL E%IERIOR MALL OPDON6S IN DADINGS 0GVRS•h1WCAW HLL BE FILLY PFO!%ED METH IWACT RE55TA T OalEf0N65 - 5111f1M. 5. ECRM5 DER HIM AUHNM TIR N", DES nsP M'VW IOT F "OF E`LAPE PER PBC WM. Produq Opnlrp dalpn Pneaun. Pr.duu Rend Deel nPnawn Menutaciwer -IN-, Pnducl APVnral NUTMr Glaa. T Meawd of Alxhm.nl Wlndmn 55.o 65.0 CGI SH-01MA FL23356.2 Lami Flange Frame Muff x 90O, 90.D CGI Saner clipped 18-0129.08 Fixed Dim 55.0 65.0 CGI PW-412DA FL26G95.2 Lami Flange Frame Block Waea 5k Id. Mdl GI». 0eon 55.0 65.0 CGI SGDa100A FL29076.2 Lami Flange Frame $-In T Dan 50.0 50.0 Therma.Try SmaoN star FL20468.6 Lami French Doom wn Da.n Xurrk.m Prolecaon Root vemnawn NIA N/A O'Hnpn cloaked Vonl 19-0109.02 R-r, M.mnsl N/A N/A GAF sphalt Shin FL10124-R27 Fasteners R n•I.ccd 07/221201.1 1 hove mvie,ved the Nlrove enmpenents or ef.dding and 1 hove - their use in Ihls .Mrdeiare. Thar I-docis Drn,ide adegnole -isi. ce to HIe ,rind I-& and fovea sPoelried by--f rode provision.. INy;ulry dgneaWxon 01,Leilrx•f?thn Scott Disher D �, 1 e '�'-� -•j q Nome 51 ,nn nr l - N: m=Sco &atedn Design Prof Architect AR 11586 9/17rz0 vv;I=WahnF,ids,ad;on< - - Dale:]030.09.1111;31:,) designed Sea project Ingr. vNa checked date Po"T-Info scale w•elo NDJu job no. x %SF- I.l Scott Blakeslee Disher W U Z LU 0 U) W J C U C Q J 1.- LL W W W J C/) N _Z N project ARCHITECTURAL Architecture Planning 100 611- d fh-is- Wit 260 PNm Bad 6ndmk 11.66 31411 Phae 561.202.6990 la 561,196.2191 NMludi fl- drawing FLOOR PLAN sheet A-1