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HomeMy WebLinkAboutBoundary SurveyPROPOSED AREA CALCUL.3UONS: LOT CONTAINS 82,350 SF MAIN HOUSE, GARAGE, PORCH, AND ENTRY = 6,136 SF = 7.5% PAVER WALK AND PAVER DRIVE IN LOT = 5,333 SF = 6.5% POOL AND POOL DECK = 1,B45 SF = 2.2% CONCRETE SLABS IN LOT = 134 5F = 0.2% GUEST HOUSE AND ENTRY = 930 SF = 1.1% OPEN SPACE = 67,973 SF = 82.5% A/C AC AL ANC ORE Cr CL C MF COP COR CONC CONST COY CE COVP CPP CPPIPE CS G DD/F D.E Or DIA GA GMH GND ORD HC HO HOPE HOW HT HYD ICV ID ILL LOT 39 (OCCUPIED) NO WELL OR SEPTIC INTERFERENCE WITHIN 75' , t LOT 40 (OCCUPIED) W W NO WELL OR SEPTIC r1°•s�$0 INTERFERENCE �, R.„ — WITHIN 75' " t F� J LOT 41 (OCCUPIED) NO WELL OR SEPTIC INTERFERENCE WITHIN 75' �N ABBREVIATIONS LEGEND rNT DEMENT ANV IP dP IPIPE rR NHOLE T'ILITY EASEMENT IVY NITROIPANEL IW L LB LP IT LLMOE RENT LS TICE BOX M MAXe MESS MH ENT CONNECTION MHWL COASTRAILAOAO MIN DR ELEVATION MN MNAD MIT Md R d LIGHT N60 N NA NAVD Novo POLYETHYLENE O/A OE tNTROL VALVE OHV N OR ORB 286.24' i98.50' LOT 38 (OCCUPIED) FFE= 26.86 NO SEPTIC INTERFERENCE WITHIN 75' IRRIGATION WELL ti PRaOaeo 3W t2tB 'S 46e24'46" W 470.41'(M) CS Q O el ff M N N 9 27.4 P�1 2T.4 27.4 PROPOSED gQ 4 q.yS. 07' A. S XS� L 1.17 �JP. A PATIO �, PROPOSED SINGLE FAMILY !STORY 1 RESIDENCE 4. C GUEST c q CE POOL an FFEE= 28.00 1, E—N-24/ HOUSE 9 FFE= 28.00 ^ PATIO N— h'277a 75.OI' DECKR 6tq� 27.4 2. 12.33 or N y c 271.17' e ty PROPOSED WATER5ERVI ae.33 27WS ws -�—Dq�, f t75 � 1 N DRAINFIE; D j -- (BY OTHERS) J 3 3. ' 2,900 SQUARE FEET GREEN AREA �> S 46025'51" W 470,571(P) '2 �y -°24'24" W 470.r.8,(M) Air., rIORN P/C PKOPERTY CORNER SHP SHIP SPIKE OR BOLT P/L PiOPERTY LINE SLCR ST LUCIE COUNTY RECORDS P PLAT SLP STREET LIGHT SUPPORT POLE d PLUS PAVE PAVEMENT S.S. SANITARY SEWER PB PAT BOOK SPC STATE PLANE COORDINATES IN PC POINT OF CURVATURE ST SEPTIC TANK AN VALVE PCC POINT OF COMPOUND CURVATURE STD STANDARD INCON"TRCI.VAwic PCO PIESSURE CLEAN OUT (SANITARY) STU STORY IN WELL PCP PRMANENT CONTROL POINT 5V SANITARY VALVE PF PLASTIC FENCE SWL SWALE BUSINESS PG PAGE TA TOP OF ASPHALT •T PI POINT OF INTERSECTION TM TAX MAP TENANY.`E =_ASEMCN' PRKG PARKING TMH TELEPHONE MANHOLE ID SECT:C'N WATER IAA 6 D: s K SCALE PKdO PARKER KALON NAIL AND DISK Too TOP OF BANK PK/TT PARKER KALON NAIL AND TIN TAB TOE TOE OF SLOPE PLS PROFESSIONAL LAND SURVEYOR TP TRAVERSEPOINT Poe POINT OF BEGINNING TR TELEPHONE RISER POC POINT OF COMMENCEMENT TRANS TRANSFORMER PP POWER POLE TRP TRIPLE PAC POINT OF REVERSE CURVATURE TT TIN TAB PRO "ATEO DISTANCE TWP TOWNSHIP PROP. PROPOSED TYP TYPICAL PRM PERMANENT REFERENCE MONUMENT U/C UNDER CONSTRUCTION PSM PROFESSIONAL SURVEYOR d MAPPER V.E. UTILITY EASEMENT PSWL PLASTIC SWALE UP UTILITY POLE PT POINT OF TANGENCY UR UTILITY RISER P.V.E. PRIVATE UTILITY EASEMENT VW UNDERWATER PVC POLYVINYL CHLORIDE VC VALLEY CURB R&C 000 AND CAP VLT VAULT R/W RIGHT-OF-WAY WD WOOD R RADIUS WL WATERLINE RCP REINFORCED CONCRETE PIPE WM WATER METER DATUM RFL ROOF LANE WP WELL POINT 'AL DATUM RGE RANGE WPP WOOD POWER POLE RLS REGISTERED LAND SURVEYOR WS WATER SERVICE RP RADIUS POINT WV WATER VALVE RR RAILROAD RAS RAILROAD SPIKE S/W SIDEWALK SMH SANITARY SEWER MANHOLE 24.3 SOT SOUTHERN BELL TELEPHONE PROPOSED ELEVATION SEC SECTION SF SQUARE FEET tZp3 SPOT ELEVATION -' 4 FLOW ARROW LOT 36 (OCCUPIED) FFE= 29.11 NO WELL INTERFERENCE WITHIN 75' ♦. a m Go I 1 � ST LEGEND SAt)bLEgRO0K DRIVE _. BLE ' TIC/OI m 2.0 a� p 24,9. 23 243 D 3!/ 3011 QMM� BST 4d6 a ILI ,3 , 23' '76,0' ,3 2 310m�pNpK1 II g(aLS � 9, iz 476W 3172-s Y.27.0LWU LOT 37 (VACANT) N W { M !N I z4.3 PROPOSED �g$� -^-� WS ATER SERVICE ..,� � WS WS f3 OY8«&dm N pHp N pN N d r2y �Z W"ZO NUJ O p Z Z —o— = POSTED SIGN °j - BELLSOUTH TELEPHONE RISER = LIGHT POLE C - BELLSOU-H TELEPHONE MANHOLE = WOOD POWER POLE 0 = GREASE TRAP V = WIRE PULL BOX C _ TRAFFIC SIGNAL BOX - BACK -FLOW PREVENTOR+` = DOUBLE DETECTOR CHECK VALVE WM ■ = WATER METER FIRE DEPARTMENT CONECTOR wV - - WATER VALVE - FIRE INDICATOR P05T HYQ FIRE HYDRANT = ELECTRIC METER 0 = CLEAN -OUT = GAS VALVE E = CURB INLET TYPE 6i = CATCH BASIN ® = SANITARY MANHOLE - MITEREDEND SECTION = DRAINAGE MANHOLE ❑ - CONCRETE POWER POLE YARD DRAIN = ELECTRIC SERVICE BOX °v = IRRIEATION VALVE Q _ AIR RELEASE VALVE 0 CV - IRRITATION CONTROL VALVE SANITARY VALVE �✓ V N 46e25'57' E }m 29.71'(M) f� l� !W e m V' I (PI) j NOT SABAL LAKE bRIVE TREELEGEND 0 = OAK TREE PALM TREE = PINE TREE FDOH in St. Lucie County Site Plan Approved for Construction Environmental Health Supersedes All Previous Site OSTDS # Plans for Well#- Date:Reviekove L��� A�'scrr�1 tiALLRiPiTON: — L07 37, SABAL CREEK, PHASE I, ACCORDING 70 THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 32, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. AEI : € 55: 10930 MYRTLEWOOD LANE PORT ST. LUCIE, FLORIDA 34986 ;"vim E'6; SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WRY, OR OTHER RESTRICTIONS OF RECORD, A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. BEARINGS SHOWN HEREON ARE BASED UPON A PLATTED MERIDIAN ALONG THE CENTERLINE OF MYRTLEWOOD LANE, HAVING A PLATTED BEARING OF 5 43e34'09" E. ALL OTHER BEARINGS ARE RELATIVE THERETO, ELEVATIONS SHOWN HEREON ARE IN FEET AND RELATED TO THE ST. LUCIE COUNTY VERTICAL BENCHMARK "DODGE", HAVING A PUBLISHED ELEVATION OF 7.700 METERS THEN CONVERTED TO 25.26 FEET NAVD (NORTH AMERICAN VERTICAL DATUM). ALL OTHER ELEVATIONS ARE RELATIVE THERETO. PROPERTY LIES IN A NON -PRINTED PANEL, F.I.R.M. ZONE "X", AS PER MAP NUMBER 12111CO254J, DATED 2/16/12, FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS, IN ACCORDANCE WITH CHAPTER 5J-17,051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR FEATURES MAY EXIST, THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PUBLIC WATER AVAILABLE. THE EXPECTED USE OF THE SURVEY AND MAP I5 RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET, ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LEGAL DESCRIPTION PER QUIT CLAIM DEED TO TRUSTEE, RECORDED IN OFFICIAL RECORDS BOOK 3277, PAGE 908, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, BOUNDARY AND TOPOGRAPHIC SURVEY FIELD DATE; 11/12/21. LOT CONTAINS 82,350 SQUARE FEET. CERTIFIED TO: MIN. FRON" SIDE CNR`. REAR, ZNG., REQ. ROBERT F. KEMERSON PROFS :5IONAL, SURVEYOR AND MAPPER Tc OF FLORIDA (PSM)#6285 b P :q p ma` Z o M ... s L Zwm t � cr 't Z a h LU 012 Z UJ : H E P. K (D JVJ L�j U_ U a a U? a 14." > (IL Cy 4 a +s f+i ^ L W zo G UJ P " ,E �3 DRAWN BYc SC APPROVED BY: R.KEMERSON SCALE: 1" = 30' DATE; 11/17/2021 FIELD BOOK/PAGES SURVEY MAP j()> NG"M EP 0. 21-2 (=H FT: 4FMWMMII OF )rojeets\2021\21-2314 Telese Builders- Myrtlewood Ln\21-2314 SNDY.dwg, 12/2/20219 20:20 AM, Canon LPF670