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Home My WebLink AboutBUILDING SITE PLANS-- -r - I ' 'I 12'x14" TURNED I DOWN FOOTING W/ 2 • #5 BARS CONT. •4" THICK GONG. SLAB I.. E WITH 6x6 W WM OVER 6 .� MIL VISOUEEN VAPOR BARRIER, OVER CLEAN,'4 " COMPACTED, TERMITE I P ' " TREATED FILL. t •- SHED WHOLE HOUSE REVERSE OSMOSIS SYSTEM 7TANK 00 l FOUNDATION PLAN 2 FLOOR PLAN Al I/4"=1'-0" Al 1/4°=1'-0" 1' 0" (T.O.R)0_ 8' 0" (T.O. P.)� 8, (H nm )' 0" T.O.S. ❑ ❑ 0' 0.. T.O.S. 8'-0° 1 FRONT 5 Al REAR ELEVATIONS I/4"=1'-0" ROOF SHEATHING NAILING ZONES m O 3 f a 2 � �e o m O ° w O � O s o e - "°" = WIDTH SHEET Al) OF END ZONE ('SEsE DATA AND DESIGN PRESSURLS SCHEDULE SHEATHING NAILING SCHEDULE ITEM NAIL SIZE EDGE FIELD NOTES SPACING SPACING " CDX ROOF ZONE. 1, 2, & s (6d ROUND ZONE 1: 4" O.C. ZONE 1: G" O.C. SHEATHING ITEAD puNG sHANx) ZONE 2: 4" O.C. ZONE 2: 4" O.C. ZONE 3: 3" O.C. ZONE 3: 3" O.C. ROOI+ SHI?A1'I-LING 6d ROUND t-iEAD (RING 4" O.C. N/A NAIL 2x 1 II II I �I II II I I I, II II 11 L_ I,_�.I I I l7•_6. I II I II I I 11 I II I I O 3 ROOF PLAN - SIDES BEARING HEADER SCHEDULE HDR. SIZE SPECIES NAILING OPENING JACKS FULL STUDS (2) 2x6 S.P.F. STAGGERED UP TO 3' 11" (1) (1) 16d @ 12" O.C. (2) 2x8 HEM/FIR. STAGGERED 4' 0"40" (1) (1) I6d @ 12" O.C. (2) 2x10 HEM/FIR. STAGGERED G' 1",8' 6" (2) (1) --16d @ 12" O.C. _.. (2) 2x12 HEM/FIR. STAGGERED 8' 7"-16' 0" (2) (2) 16d @ 8" O.C. ELECTRICAL SERVICE LOADS (*INCLUDING HOUSE &HANGER): 00 W TTS NEW HOUSE EXISTING HANGAR 2738 SQ/FT(@ 3 WATTS/SF) =8,214 WATTS 3600 SQ/FT(@4.5 WATTS/SF) APPLIANCE CIR. =1,500 WATTS GRINDER LAUNDRY CIR. =1,500 WATTS WELDER/AIR COMPRESSOR OVENS =5,000 WATTS HANGAR SUB -TOTAL COOKTOP (GAS) =500 WATTS EXHAUST HOOD =500 WATTS REFRIGERATOR (2) =3,000 WATTS TOTAL HANGAR PANEL LOAD: DISHWASHER =1,500 WATTS 1ST 10,000VA @ 100% DISPOSAL =1,500 WATTS REMAINING @ 40% MICROWAVE =2,000 WATTS TOTAL: WATER HEATER =5,0 A WASHER =1,500 WATTS DRYER (GAS) =1,500 WATTS POOL PUMP =2,200 WATTS POOL HEATER (IGNITER) =500 WATTS WELL PUMP (*IN SHED) =3,000 WATTS SUB-TOTAL=38,914 WATTS TOTAL HOUSE PANEL LOAD: HVAC =9,500 WATTS 1ST 10,000VA @ 100%=10,000 WATTS REMAINING @ 40%=11,566 WATTS TOTAL:=31,066 WATTS /24oV TOTAL HOUSE AMPS: =130 AMPS TOTAL HANGAR AMPS: EXISTING HANGAR SERVICE: ------------- TO MAIN/HOUSE SERVICE ----------------- =16,200 WATTS =3,000 WATTS =24,000 WATTS =43,200 WATTS =10,000 WATTS =13,280 WATTS =23,280 WATTS /240V =97 AMPS =150 AMPS cm. #10 GROUND IN 1" CONDUIT SHED RISER DIAGRAM ('SEE MAIN HOUSE PERMIT FOR HOUSE EXISTING SERVICE: =400 AMPS EI,ECTRICALRISER) ELECTRICAL PLAN 1/4"=1'-0" ELECTRICAL LEGEND 0 ffI 110 VAC DUPLEX OUTLET (ground fault interrupt) ,H,* Refer to Manufacturer's `W Specifications (Height/Voltage) ELECTRICAL PANEL LIGHT SWITCH -�- LIGHT FIXTURE (Ceiling -Mounted) CONT. RIDGE VENT STANDING SEAM METAL ROOF OVER PEEL-N-STICK MEMBRANE ON I" CDX PLYWOOD SHEATHING. 2x8 RAFTERS W/ 2x6 COLLAR TIES@ 24" O.C. CONT. DRIP EDGE OVER P.T. 1X2, OVER 5/4x6 FIBER CEMENT FASCIA OVER 2x4 SUB FASCIA VENTED FIBER -CEMENT SOFFIT TYVEK (OR EQ.) HOUSE WRAP 1/2" (MIN.) CDX SHEATHING FIBER -CEMENT SIDING CONT. TERMITE FLASHING/SHIELD (6) 10d NAILS (MIN:) EACH SIDE SPACED 1" FROM EDGE SIMPSON MTS20 EACH RAFTER IDATE D I 31" r 2 - II nN II 3RADE 11 ` a o / 2X4 STUDS 16" O.C. W/MIDPOINT BLOCKING @SHEATHING PANEL SEAM SIMPSON SP4 TOP &BOTTOM @ 32" O.C. MIN. �'0 x 10" EMBED. A.B. t(,d32" O.C. - P.T. 2X4 - 32'' x 4 Z' POURED CONIC. CUR 4" 3000 PSI CONC. SLAB ON 6 MIL POLY ON COMPACTED SUBGRADE W/ 12"x14" TURNED DOWN FOOTING W/ (2) #5 CONT. WALL SECTION INDEX OF DRAWINGS Al DETACHED SHED DRAWING SET AREA CALCULATIONS: PROPOSED DETACHED SHED..............................................80 S.F. *ALL AREAS CALCULATED TO OUTS BUILDING DEPARTMENT PRODUCT APPROVAL PRODUCT MODEL # MANUFACTURER ATTACFLhIENT METHOD TYPE, SIZE,, SPACING & EMBEDMENT APPROVAL # / EXPIRATION BUILDING DESIGN PRESSURES PRODUCT DESIGN PRESSURES EVALUATION .AGENCY SHED DOOR OPAQUE FIBERGLASS THER,ALA TRU PER MANUF, INSTALL. IN8TR' FL-10537,4 12/31/2021 +32.3/-43.2 +70/-70 FPA ROOF EDGE-LOK 24ga. W/ RIDGE VENT J.A. TAY'LOR PER MANUF SPECS 12-0416.01 Ol/09/2019 _76 -101 MIAMI D_ADE ROOF UNDERLAYMENT WEATHERLOK OWENS CORNING PER MANUF;SPECS FL-9777.7 12/31/2020 _76 -142.5 FPA FIBER CEMENT SIDING HARDIE-PLANK J-AMES Hi1RDIE PER MANUF. SPECS FL-13192.2 12/31 /2020 -43.2 -65.3 EPA f � Q I- W U C� Z i C/3 U D GENERAL O rL o NOTES: Lj � d0 CONTRACTOR, SUBCONTRACTOR, MATERIAL SUPPIER, ETC. SHALT. MAKE THEMSELVES FAM111LTAA-DVTTHTHE CONTRACT DOCUMENTS-j�ND SILSLI.-VERIFY 0 �J\ ALL DIhIENSIONS, CONDITIONS AT JOBSITE, PL.SN ,SPECIFICATIONS, ETC. AS APPLICABLE AND REPORT ANY DISCREPANCIES, ERRORS OR OMISSIONS TO THE r•�.-. ARCHITECT PRIOR TO.ANY WORK BEING PERFORMED. OTHERWISE, THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY ERRORS AND THE CONTRACTOR, � SUBCONTRACTOR, MATERIAL SUPPLIER, ETC. SHALL ASSUME FULL RESPONSIBILITY FOR ERRORS AND/OR DELAYS AND CORRECT THEM AT THEIR OWN Q EXPENSE. LANCE A VOGL SHALL NOT BE LIABLE FOR ANY LOSS, DA.VIAGE OR INCONVENIENCE ARISING FROM INACCURACIES. THE ARCHITECT HAS NOT BEEN RETAINED FOR THE SUPERVISION OR THE ADMINISTRATION OF THE EXECUTION OF THE WORK OF THIS PROJECT. O EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR SAFETY = PRECAUTIONS AND SHALL COMPLY WITH THE REQUIREMENTS OF O.S.H.A, APPLICABLE BUILDING CODES, AND ALL GOVERNMENTAL AGENCIES HAVING JuxlsDlcrlON. q •+�---� h-� CAULKING USING AONE-PART URETHANE PRODUCT SHAI"L BE APPLIED AT AILJUNCTIONS OF WAIL AND WINDOW AND DOOR FRAMES WITH ABUTTING Z WALL SURFACES TO PROVIDE A WEATHERTIGHT, WATER-RESISTANT INSTALLATION. z GENERAL STRUCTURAL NOTES: < CONCRETE: *SFLALL MEET A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI @ 28 DAYS. U *SLUMPS SHALL BE 4" MIN AND G" M.•iX. W *MIN 3%AIR ENTRAINMENT. *MAX WATER/CEMENT RATIO OF 0.55. S *JOBSITE WATER SHALL NOT BE ADDED. REINFORCING: Q *SHALL BE DEFORMED, NEW BILLET STEEL IN ACCORDANCE WITH ASTMA-615 GRADE 60 AND DETAILED IN, CCORDANCE WITH ACI 315. *ALL REINFORCING STEEL SPLICES SFIILL BE IN ACCORDANCE WITH CHAPTER 12 OF ACI 318 AND BE UPPED A MINIMUM 40 BAR DIAMETERS. Q *ALL HOOKED REINFORCING BARS SHALL HAVE AN EXTENSION OF 12 BAR DLkMETERS BEYOND BEND. > Q *ALL OUTER BARS IN FOOTERS SHALL HAVE CORNER BARS WITH A MINIMUM 40 BAR DIAMETER LAP. u' *REINFORCING COVER SHALL BE 3" FOR FOOTINGS; 1 Z" FOR COLUMNS AND BENS; & i Z" FOR SLABS. }• WOOD: *ALL WOOD IN CONTACT WITH bfASONRY TO BE PRESSURE TREATED SYP MEETING AWPA STANDARDS TO A MINIn1UM 0.4 PCF RETENTION. ALL TAL IyJ J+•~.-•• CONNECTORS, NAILS, &SCREWS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT -DIPPED GALV.9NIZED AND CONFORM TO ASTM STANDARDS. O *ALL LOAD BEARING STUDS TO BE: #2 SOUTHERN YELLOW PINE, #2 DOUGLAS FIR -LARCH, #2 SPRUCE -PINE -FIR, OR BETTER. *ALL ROOF SHEATHING TO BE: e" CD%PLYWOOD NAILED W/ 8D RINGSHANK NAILS @ 4" O.C. AT ALL EDGES, AND 6" O.C. IN FIELD. NAIL AND GLUE ALL PLYWOOD WITHIN 4' OF FASCIA. GENERAL SITE NOTES: �- CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED ILJ AND TO VERIFY LOCATIONS OF EXISTING/ADJACENT, WELLS, SEPTIC SYSTEMS, .AND TREES. SURVEYOR SHALL VERIFY FLOOD ZONE AND REQUIRED Q FINISHED FLOOR ELEVATIONS. � uLjJ THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR EXISTING CONDITIONS ON THE LOT INCLUDING, BUT NOT LIMITED TO, HAZARDOUS MATERIALS, _ UNSTABLE SOIL, OR ANY OTHER UNFORESEEN CONDITION. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR SETTLEMENT OR OTHER SOIL RELATED EFFECTS UNLESS .A THOROUGH GEOTECHNICAL EVALUATION � DETACHED AND REPORT OUTLINING SITE AND FOUNDATION PREPARATION RECOMMENDATIONS HAS BEEN ISSUED TO THE ARCHITECT BY THE CONTRACTOR � SHED AND/OR OWNER, AND INCORPORATED INTO THE ARCHITECTURAL WORDING DRAWINGS. AT A MINIDffiM, THE FOLLOWING PRECAUTIONS/PROCEDURES z ` ' SHALL BE MADE: � DRA `XjING SET CONTRACTOR SHALL PROVIDE EROSION CONTROL SILT FENCING AS REQUIRED BY LOCAi. APPLICABLE CODE. Q U9 THE CONSTRUCTION AREA SHALL BE STRIPPED OF ALL VEGETATION, TREES, ROOTS, DEBRIS AND OTHER NECESSARY MATTER WITHIN AND EXTENDING FIVE FEET BEYOND THE PROPOSED BUILDING AND PAVED AREAS. ANY EYISTING TREES TO REMAIN IN CLOSE PROXIMITY TO THE BUILDING FOOTPRINT SHALL BE PROTECTED, AND ONLY ROOTS WITHIN 3' OF THE BUILDING FOUNDATION SHALL BE CUT AS NEEDED. Q PROJECT NO., BUSBY 1 FILL MATERIAL SHALL BE CLEAN SANDS WITH LESS THAN FIVE PERCENT PINE (PERCENT OF DRY WEIGHT PASSING A US NO. 200 SIEVE). BACKFILL BEHIND Z DRAWN BY, L.., C.V. WALLS SHALL BE VERY PERVIOUS, WITH NO MORE THAN THREE PERCENT FINES. INSTALL FILL IN 15" MAXIMUM LIFTS AND COMPACT TO A b1INIMUM O DENSITY OF 95% AS DETERMINED BY ASTM D-1557. DATE� 1.16.19 Q REVISIONSI WHERE FILL IS REQUIRED, THE SURFACE SHALL BE PREPARED AS INDICATED ABOVE. THE OUTER EDGES OF THE FILL SHALL EXTEND FIVE FEET BEYOND � BY THE BUILDING PERIMETER WITH A MAXIMUM HORIZONTAL TO VERTICAL RATIO OF 4:1. THE FILL SHALL BE PLACED IN 12-INCH THICK LIFTS AND U St. Lucie Count COMPACTED TO ATLEAST 98% OF THE MODIFIED PROCTOR iVIbI 1XIMUDRY DENSITY (ASTM D-1557). C®MPACTION SHALL BE CHECKED WITH FIELD � Y DENSITY TESTS. � l!] SHEET N0, POSITIVE DRAINAGE SHALL BE bLAINTAINED AT THE SITE DURING CONSTRUCTION. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING ,USING b CONCRETE. V7 IDIMEDLATELY PRIOR TO REINFORCING STEEL PLACEMENT, ALL BEARING SURFACES OF ALL FOOTINGS AND FLOOR SLAB AREAS SHALL BE COMPACTED � ADEQUATELY AD OPERATEDREM�D 9NICAL TAMPERS. ALL LOCALIZED AREAS WHICH HAVE BEEN LOOSENED BY EXCAVATION OPERATIONS SHALL BE MMu ri Q BEFORE PLACEMENT OF ANY SLAB ON GRADE, ALL SOIL SHALL BETERit1ITE TREATED/POISONED. Q ST. Lyei® G4ynt � �ermlEting �l r) c�bI LTT' 0 9 K LEGEND & ABBREVIATIONS A ARC LENGTH BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS - C/L CENTERLINE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CO. COUNTY CONIC CONCRETE DB DEED BOOK DE DRAINAGE EASEMENT DEG OR ' DEGREE ELEV ELEVATION EP EDGE OF PAVEMENT FDOT FLORIDA DEPARTMENT OF TRANSPORTATION ID IDENTIFICATION NUMBER INV INVERT IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LF LINEAR FOOT LS LICENSED SURVEYOR M MEASURED DATA NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RCP REINFORCED CONCRETE PIPE RESV RESERVATION R/W RIGHT OF WAY TIITF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND UE UTILITY EASEMENT WL-## WETLAND FLAG NUMBER ® WATER METER & AND ® AT 0 DELTA 0 UTILITY POLE 0* ELEVATION ® ELECTRICAL SERVICE BOX FND 4X4" CM PRM # 4632 5: Dl�AINA E EATEM-ANT i I I LOT 3 VACANT SITE PLAN LOCATED IN SAINT LUCIE COUNTY, FLORIDA 24.9 x 26.5 x NORTH SAINT LUCIE RIVER WATER CONTROL DISTRICT CANAL NO. 78 83' RIGHT OF WAY - - ~x 23.8 - - - - - - - - - x 23.7 - - - - x 23.7 TAXIWAY TRACT 1 0 O Yl PROPOSED 60 LF CULVERT' 23.0 X -&2=7 - --TQiZO�LBAW 20. 0.9 -S� 1,4 N 89`59'O6" W _ TOP OF BANK ,a FND 5/8" IRC SE7 5/8"IRC LB # 4363 iv c LB # 7903 a al 232 x x 23,29 23.29 x _ SETT 5/8" IRC LB # 7903 23.36 23,57 0 o ^ V N ticc V y x�, 2 m m [iXISiWG xuRcnucnw,run /D15GONNHCT ON Rncx uNosfR E m ROU Im Becusnn01 Eseenc'rnNKm mein ,POSED EXISTING $ FORMBOARDS o ELEV = 23.98' MINIMUM FFE = 23.75' x 23.2 27.00' 134.11 ' 1 60.60, 11 27,13' 22.5 x LOT 4 P, m z VACANT ° D HEAVY WOODS 3 (PINES & PALMS) 4V PINE TREE PINE TREE bh PALMETTO PATCH ^ �3.0- - -CABBAGE PALM_._ AKl'REE pp 23.1 23.11 23. -- -�- <- x 22.5 \ - - - -I PROPOSED MOM/=EN FNCI.OSURE I F SEPTIC THIS RY°'T" m 19.06• L----J AREA , \ 57.45' w $ taw 1 ^5 \\ x 21.7 '50• 2737' `� SCREENED 20.04' 15.71, POAC3I �. rT e A88AGE PALM PROPOSED 9.00• ti 1 STORY CBS PINE TREE $ ^tPINE TREE .� s $ RESIDENCE 5.+= �Za > MINIMUM FFE = 25.3' t OSED-WATERLINE -® m PROPOSED 7.e2 g PROPOSED 4 CONCRETE . ++.75 a 1z33 AI I WELL ti tn� COVERED 35 8.75' 8.73' EN 15.17'K 8 p' RY C \ Z� raoo• g 1e.3r PROPOSED o x 231 8X10 PUMP HOUSE PINE TREE FFE=24.0' a 70.00' S 8905233" W BENCHMARK: MO NAIL LB If 6018 ELEVATION " 23.51 23.53 ,aNS w FND 5/8" IRC \LB # 4363 x 23.52 �q x 2c3.36 .43 E x2l.8 5T DI�_�GE-EA__5EMERT_ CONSERVATION FND 5/8" IRC LB #4363 AREA x 22,2 VACANT FND 5/8" IRC LB # 4363 22.2 x o \ O I y o � V 's 4 w W SET 5/8" IRC _ LB # 7903 FND 5/8' IRC -� LB # 4363 FOUN AIL C/L MACH ONE -DRIVE IN NOID 23.32 tis?�88 20' ASPHALT 60' R/W � 23,62 23.34 23,29 SITE z � o x MACH 1 DRIVE w 0 pal 'E0 I�W LOCATION MAP NOT TO SCALE llecerv eo MAR 0 6 20115 Pe" 11107 depart Lucie COUN lvn STREET ADDRESS 18700 MACH ONE DRIVE, FORT PIERCE, FL 34987 PROPERTY DESCRIPTION A PARCEL OF LAND BEING KNOWN AS LOT 4, PLAT OF AERO ACRES, IN SECTION 15, TOWNSHIP 36 SOUTH, RANGE 38 EAST, RECORDED IN PLAT BOOK 27, PAGE 14, (A-D), PUBLIC RECORDS OF.SAIN_T LUCID COUNTY, FLORIDA. �N c cn ° � U Z 0- o > CL `d LL G? w 06 g wQ _ z wa O (n d LL LU LLJ r w 0O W O W U) m N T- it O T- V) J U) Q ® Z W 2 5; ®U S2°� -I 2 w fV ® U) N U. O Y z �y� �L. R L2 z O 00 W a C w ED o_ x o_ A w 0 ED CL z Cl ❑ A > w q w Q � a r U pq m w 00 w Q CD Q W z _ Lf. a=Q O wT J �Oo LL ZQ j<wx wo, (D m <g w GENERAL NOTES22 Uvwiwvl z LL= 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE p m g °LLZ Z 22- NORTH LINE OF AERO ACRES, WHICH BEARS S 89'59'06" E, AS °NZ RECORDED IN PLAT BOOK 27, PAGE 14, PUBLIC RECORDS OF Q'N > �w> SAINT LUCIE COUNTY, FLORIDA. �oN�n LL O w=OS 0 45Og 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE W z g2,a� BEEN LOCATED AND SHOWN HEREON. < .W'g F w00> ZF p�O J 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND Fx W F U * }an.'O yq� FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. o °o°ga Z U z°awLL > 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT O O?�ww wa wo BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. V w2�-w W '0 = & xz1B 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS >_'K FND5/8"IRC OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, V ow - LB #4363 OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY =.I wz ACT DEEDS. 1 50 <<00 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0250 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DRAWN BY; CA DETERMINED BY AN ELEVATION CERTIFICATE. CHECKED BY, CA 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA DATE, MARCH 16, 2017 .LICENSED SURVEYOR & MAPPER. HORZ, SCALE. 1"=30' 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS 3Y OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A 9. INFORMATION SHOWN HEREON ARE BASED ON PLATTED FLORIDA LICENSED SURVEYOR& FND5/8°IRC AND FIELD MEASURED DATA.ALL MEASUREMENTS ARE IN MAPPER. LB#4363 ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF, - s \ 1SrAL0. THE LAST DATE OF FIELD WORK WAS JANUARY 24, 2019. 23\x 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS D \ THEREOF AND REFERENCED TO THE NORTH AMERICAN VERTICAL 3.24 \ DATUM OF 1988, BASE BENCHMARK BEING ST LUCIE C��t KF5M CHARLR$ ARNOLD BENCHMARK: SET NAIL "MOSS", „ , PROFESSIONAL SURVEYOR &MAPPER PSM � 4971 ELEVATION " MOSS , WITH AN ELEVATION OF 23.65 . 23.57' NAVD 1988 BY FLORIDA LICENSE NO. 4971 st 12, THE EXPECTED USE OF THE D MAP IS' Lucie Count RESIDENTIAL. PRINTED DA?E MAR 01 2019 1 SHEET 1 OF 1 3� Q PROJECT NO. 17-518