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HomeMy WebLinkAboutAPPR. SURVEY 2103-0206LEGEND OF--SURVEX,ABBREVIATIONS A DELTA ANGLE L. LENGTH A/C AIR CONDITIONER LIGHT POLE AVE. AVENUE M, MEASURED AVG, AVERAGE M•H, MANHOLE B.B. BEARING BASE M•H,W.L. MEAN HIGH WATER LINE B.M. BENCH MARK MON, MONUMENT BLK. BLOCK NLD NAIL & DISK BLVII, BOULEVARD N. NORTH C. CURVE Na, NUMBER C2. CHORD BEARING N.IC NOT INCLUDED C,B,S, CONCRETE BLOCK D,H,W, OVERHEAD WIRES STRUCTURE PG. PAGE D. CHORD DISTANCE P.K. PARKER KALON NAIL `k CENTERLINE P, PLAT C.L.& CHAIN LINK FENCE P.C. POINT OF CURVATURE CO. CHORD DISTANCE P.C.P. PERMANENT CONTROL POINT C.M. CONCRETE MONUMENT P.I. POINT OF INTERSECTION PARCEp I\ C.M.P. CORRUGATED METAL PIPE PIPROPERTY LINE L — 3 CONC, CONCRETE P.M. POWER METER C.R. COUNTY ROAD P.O.B. POINT BEGINNING PER THE PLAT OF 5AVANNAH CLUB CT. COURT P,O,C. PAINT OF COMMENCEMENT CDR. CORNER CCONCRETE SLAB PRC POINT OF REVERSE CURVE P.R.M.A DEED PERMANENT REFERENCE MONUMENT PLAT No. POUR PLAT BOOK30. PAGE 15 D.H. DEED BOOK PROP, PROPOSED DEP DEPARTMENT OF C-Cb POWER POLE ENVIRONMENTAL PROTECTION RAD. RADIAL OR RADIUS DIST. DISTANCE R/W RIGHT OF WAY S. DNR DEPARTMENT OF SOUTH NATURAL RESOURCES SEC. SECTION SR. SQUARE FEET GOLF DR. DRIVE 1 EASE. EASEMENT S.,R. STATE ROAD COUR51 E. EAST SST. STREET TA. STATION ELEC. ELECTRICAL EL ELEVATION STRSTRUCTURE fy• SUB.. SUBDIVISION E.O.W. SAGE OF WATER T.B.M. TEMPORARY BENCH MARK FND GAP Al TELE. TELEPHONE (4266� ^�Cl 2 FF. FINISHED FLOOR FND, FOUND T.O.B. TOP (IF BANK FND IR EAST LMITS OP PLAT t7 FIRE HYDRANT TOPA. TOPOGRAPHICAL I.P.F.PIRON POWER t LIGHT TR. TRACT 1 I.P. IRON PIPE 41' TWSP. TOWNSHIP INV. INVERT ERTOD U.R. UNREADABLE U a D UTILITY a DRAINAGE b' F/N FOUND NAIL GOV'T GOVERNMENT W. WEST GR. GRADE CF.) WATER METER GND. GROUND WV WATER VALVE 18' 6lADNG HEIRZ, HORIZONTAL ` COMBINED LOTS H,P. HIGH — I H.W. HEAD WALL SETBACK 28 PORCH . '.. .CONC'' { 28.0' LOT 7 SHED �� �0 �� �� 10.0' �� A CA LEGAL DE50RIPTION, ALL OF LOT 9. BLOCK 75 LOT 10 j� m I BLocrc 75 I HP IN 0 FAIRWAYS AT SAVANNAH CLUB. REPLAT No.1 'n O ACCORDING TOgHf: PLAT THEREOF' AS RECORDED IN PLAT BOOK L 1 U � LOT 9 I LOT 8 57. PAGE 43 OF THE PUBLIC RECORDS OF 5T. LUCIE CO.. %FLORIDA. SAID LANDS LYING IN 5T. LUCIE CO.. FLORIDA. ° CARPORT ° VACANT O HP I CONTAINING 0.14 ACRES MORE OR LE55 Q r' PROPOSED PROP. 1 STORY ` co V` O COMP PRE -MANUFACTURED I � A/C O �Ia.4II A� j SURVEY NOTES: 1. RIGHTS -OF -WAY AND/OR ES SHOWN HEREON AABSTRACTEDRE NOT FOR EASEMENTS RECORD. 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS 1ZIZ/ 15' BULDNG I 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. ��SfTBAGII , a •..tea �j 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. 5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE oII ABLF SURFACE HAVE BEEN LOCATED. PRCY..q $ "OXGLeLE Cc _ Jf- 8. ALL SET CAPS ' AB}LED PSM WEH 441E ARE SUPPOPTIED WITH GONG. • I^�' a Bb; %tu ABLE 1 10- � + iLIT7 g -- -- "�- BOX I EASEMENT zs) DRIVE ATT�!1N i L01iCi ] I GE'if R 150 SET GAP -- ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS CLEAN LABELED ON SURVEY. FND GAP OUT ALL FOUND REBAR ARE A 5/8" ROD UNLESS OTHERWISE (UK) NOTED. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. "'-2- CURB r 8. BEARING BASE ON NORTH LINE OF LOT 9. r,� 9. ORIGINAL IRC BM: RAY EL.=15.38' NAVD 88. --- �� �°�_M G G L I N T O G K W a Y ��' �� 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988). UNLESS OTHERWISE NOTED, C 40' PRIVATE R/W ] �a, 20' PAVEMENT CERTIFIED TO: 2cuR13 5AVANNAH CLUB r. 11 E D. G� C 73 doss S3 a1 MAY 12 2021 G�1 G-2 R=975.00' N.R. R=875.00' N.R. ��" SITE PLAN NOTES, L = G 4 . Ga 4' L = 5 8.01' 11 4 COUNTY SEWER AVAILABLE DRVEWAY MAXMUMSLO EISRPARCEL. NOT TOEXG ED 2, AA 10% GRADE A=03"47'55' A=03"4 / '55" � 1 Ah 3, FIRST FLOOR ELEVATION E51ABUSHED WITHOUT A HEALTH DEPARTMENT PERMIT. m o 4- PROP05ED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RESIDENTIAL REQUI,.EMENT5.CR401.3) GB=N82^24 O0"E GB=SB2 24 01'E �^, �T E GRADE Of 44 G- WHEN A CULVERT 15 REQUIRED THE ND THE ENVERTSCARE ETORBE SET BYE NOT TO EPU15LIG WORKS THE XDEPARTMENIMUM TAAND WILBLE L PBE DETERMINED AT STAKE AND GRADE. GD=G4.�G73' GD=58.00' rcw�WA neat ALL STORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 1Z LONGITUDINAL SLOPE OR OTHERWIE5E ACCEPTED. Be PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT 0URPO5E5 WITHOUT APPROVED BUILDING PERMITS. *SKETCH NOT A SURVEY* THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ` WI LIAM E. HAY LJRST n71 AT PM03PMOOZONAL LJ1ND 8L7R OR do 1[APPEIR rLIOSUDA RID0101TIt.&T1014 Nd "16 , "A Engineering & Surveying,LLC Consulting Engineers & Surveyors 2345 14th St, Suite 3 Vero Beach, Fl. 32960 Phone: (772) 569-6680 Tax: (772) 770-3446 E-Mail: survey@kmafl.com Certificate of Authorization Number: L.B.8351 SKETCH CHECKED BY: W E.H„ DRANK BY: T.B. FIELD BOOK' NN PAGE NO. FIELD DATE scALE 1 "=2G' k'10B ND. 19-287 DATE: REVISIONS: 03/19/21 JADDED SITE FLOOD ZONE: X BY: EFFECTIVE DATE: 12/4/12 PNL NO.: 120SICO283 J SMD 6aD INDICATES EXISTING ELEVATION 5Q INDICATES PROPOSED ELEVATION ® INDICATES AS -BUILT ELEVATION ELEVATIONS ARE FOR CALC. PURPOSES ONLY. THERE ARE NO WELLS OR SEPTICS WITHIN 100' OF PROPERTY UNLESS SHOWN. ----Ito— PROPOSED CONTOUR LINE PROPOSED SWALE LINE --�+ INDICATES LOT DRAINAGE ®INDICATES DRAINFIELD LIVING AREA N/A ag,ft. LOT AREA 6,132,'. ©=SEPTIC TANK