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HomeMy WebLinkAboutAPPR. SURVEY 2103-0205MV , E- 4 f "f dl ' r a:. n t 1 •�" `J `.'3ck a: uFa"� ' a x 1 2 21 By. ICI 06 L'D a � LOT 8 PARCEL D-3 PER THE PLAT OF SAVANNAH GLUE PLAT No. FOUR PLAT BOOK 30. PAGE 15 �'` FND. CAP 0-2 BUR 19 1I° 00 I 0 (� , LOT 7 WELL r® {` OCCUPIED F.F.EL.=20.1' f I t \ T.V. RI FRFND. IR CONC A/C GOLF COURSE 1 r2 CAP 9 15' BULDIHG I 5ETBAGK \ GONG. PORGH CD1 SHED I BLOCK 75 ` L10.0' _ lu LOT G i I`n 1� y •'� 1 I" o. CARPORT a C)I �''. � PROPOSED jI=L.=1a.z' ffJ 1 5-r ORY f l PRE—MANUIFAC.TURtfi w �t �hN 5fTBAGIS FRANS a •PROP. caNc. •. • BI 10' UTILITY tel: ° A DyE AEA5EMENT �• �BFI SrT CAP 5ET TBI1 ON NAL R FND. CAP CUR) EA5T 111 S or rLAT . 1� 3: 1h N O 7t 0 LOT 5 occurIED F.F.EL.=19.0' CABLE BOX �1 LEAN OUT FND. CAP cn1 (UR) 0.5'E MGGUNT (")OK WAY ------------ �ti J C 40' PRIVATE $;:'W ) 20' f AVEMENT 2' CURB 2' CURB 51TE PLAN NOTES, 1, COUNTY WATER + SEWER AVAILABLE FOR THIS PARCEL. 2- A DRIVEWAY MAXIMUM 51_01PE 15 NOT TO EXCEED A 107. GRADE 31 FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT. 4t PROPOSED DRAINAGE PLAN DESIGNED TO MEET FLORIDA BUILDING CODE. RE5IDENTiAL REQL•ki;MENT5.(R401.3) 5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4=1 G- WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMf< ` AND WILL BE DETERMINED AT STAKE AND GRADE. 7- ALL 5TORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET ;1 MINIMUM OF 17. LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED. 81 PLOT PLANS ARE NOT TO BE USED FOR GONSTRUCTION LAYOUT F;'URPO5ES WITHOUT APPROVED BUILDING PERMITS. LEGEND A GE SURME.Y_A8118W DELTA ANGLE L. TP S LENGTH A/C AIR CONDITIONER # LIGHT POLE AVE. AVENUE M. MEASURED AVG. AVERAGE M,H, MANHOLE B.B, BEARING BASE M•H•WL• MEAN HIGH WATER LINE B.M. BENCH MARK MON• MONUMENT BLK• BLOCK NLD NAIL L DISK BLVD, BOULEVARD N. NORTH C. CURVE No. NUMBER C,B. CHORD BEARING N.IC. NOT INCLUDED C.B.S. CONCRETE BLOCK O•H,W OVERHEAD WIRES STRUCTURE PG. PAGE D• CHORD DISTANCE P,K. PARKER KALON NAIL CENTERLINE P. PLAT CL•F• CHAIN LINK FENCE p•C• POINT OF CURVATURE C•D. CHORD DISTANCE P.C.P. PERMANENT CONTROL POINT C.M. CONCRETE MONUMENT p,1. POINT OF INTERSECTION C.M.P. CORRUGATED METAL PIPE P.L. PROPERTY LINE COMC. C.R. CONCRETE COUNTY ROAD P.M. POWER METER CT. COURT P.O.B. POINT OF BEGINNING C/S CONCRETE SLAB P,O,C, POINT OF COMMENCEMENT CDR. CORNER PRC POINT OF REVERSE CURVE D• DEED P.R.M. PERMANENT REFERENCE MONUMENT D DEED BOOK PROP. CO_., PROPOSED POWER POLE DEP DEPARTMENT OF RAD• RADIAL DR RADIUSR/W ENVIRONMENTAL PROTECTION RIGHT OF WAY ➢1ST. DISTANCE S. SOUTH DNR DEPARTMENT OF SEC. SECTION NATURAL RESOURCES SQ,FT• SQUARE FEET DR. DRIVE S•R, STATE ROAD E. EAST ST. STREET EASE, EASEMENT STA, STATION ELEC. ELECTRICAL STRUC, STRUCTURE EL. ELEVATION SUB. SUBDIVISION E.O.W, EDGE OF WATER T•B.M, TEMPORARY BENCH MARK F.F• FINISHED FLOOR TEL£. TELEPHONE FND. 'Cr FOUND FIRE HYDRANT T.O.H. TOP OF BANK F.P.L. FLORIDA POWER LIGHT TOPO. TOPOGRAPHICAL I.P. IRON PIPE TR. TRACT I.R. IRON ROD TWSP. TOWNSHIP INV, INVERT U L D UTILITY L DRAINAGE F/N FOUND MAIL U.R. UNREADABLE GQV'T GOVERNMENT W. WEST GR. GRADE CEO WATER METER GND. GROUND WV WATER VALVE HORZ, HORIZONTAL COMBINED LOTS HP. HIGH POINT H•W. HEAD WALL LEGAL DESCRIPTION- ALL OF LOT G. BLOCK 75 FAIRWAYS AT SAVANNAH CLUB. REPLAT No.1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57. PAGE 43 OF THE PUBLIC RECORDS OF ST. LUGIE GO.. FLORIDA. SAID LANDS LYING IN ST. LUGIE CO., FLORIDA. CONTAINING 0.15 ACRES MORE OR LE55 SURVEY NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD. 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. 5. NO STRUCTURES _ OR 0TILITIES THAT ARE BENEATH THE SU^Fe"_nE r:AVE BEEN' ..00ATED. 6. ALL SET CAPS LABELED PSM WvEH 4416 ARE SUPPORTED WITH AN 18" LONG #5 REBAR ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY. ALL FOUND REBAR ARE A 5/8- ROD UNLESS OTHERWISE NOTED. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. 8. BEARING BASE ON NORTH LINE OF LOT 6. 9. ORIGINAL IRC BM: RAY EL.=15.38' NAVD 88. 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. CERTIFIED TCJ: SAVANNAH CLUB L-1 N00024'58'E 3G.48' G-1 R= g75.00' A= 1040'02" L= 28.37' CB-N01014'5q"E GD=28.37' L-2 500°24'58"W 3G.48' G-2 R= 875.00' A= 1040'00" L= 25.45' 0B=N01°14'58 "E CD=25.45' r7THISSURVEY MAP AND REPORT DR COPIES THEREOF ARE VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, ( C • � % 'Z WI LIAM E. IiAY R T n rrsoameaioNAx zwrrp ecrnvmx R ak acwppmrc s OPUPA RE010TIMAT2014 140 a41e �i 1 T TY i �' irighwering & Surveying, LL C �1 Consulting Engineers &Surve UPS .1 2345 14kh St, Suite 3 Vero Beach, F1. 32960 Phone: 772} 569 6680 [f ax: 772 770-3446 E Mail: Surve @nkmafl.coni � f � � YV Certificate of Authorization Number: L.B.8351 TYPE: ETCH TORAM DATE: REVISIONS: BY: FLOOD ZONE: X EFFECTIVE DATE: 12/4/12 PNL NO.: 12061CO283 J W.E.H. 03/19/21 ADDED SITE LEH � INDICATES EXISTING ELEVATION 2a INDICATES PROPOSED ELEVATION L�.QJ INDICATES AS -BUILT ELEVATION ELEVATIONS ARE FOR CALC, PURPOSES ONLY. THERE ARE NO WELLS OR SEPTICS WITHIN 100' OF PROPERTY UNLESS SHOWN. PROPOSED CONTOUR LINE _ PROPOSED SWOLE LINE INDICATES LOT DRAINAGE ®INDICATES DRAINFIELD LIVING AREA N/h mft LOT AREA-fx.339,2 sQ,Ft. ©=SEPTIC TANK .B HELD BOOK: S-EE PAGE NO: ILE HELD DATE: r N SCALE: 1 "=20' JOB N0: n (19-285) �