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HomeMy WebLinkAboutSurveyLOT 10 'i PARCEL D-3 PER THE PLAT OF SAVANNAH CLUB PLAT No. FOUR PLAT BOOK 30. PAGE 15 GOLF COURSE 10' Grp GG —� FIND IR �AP 6 9 EAST LIMITS OF PLAT C>p „j I (4% b.5' -15' — BUILDING �/11 a 28.0• PORE O A 6 CONC. e 2B.o• �,A• Q� I ` HP I I snED 1 n -1 10.0• L W LOT 9 I BLOCK 75 In- VACANT LOT 8 O I co w Q h' PrcoP�l q o x PROPOSED x CARPORT q O , C T-1 O cow'. 1 STORY EL-1B.4 I e Q O .-1&41 PRE -MANUFACTURED F.F.EL.=19.7' IT co 00 n L V' O p ^p 0^ I 28.0' 14.0' L — z S I BIZ I 1S aLBDi+ = CABLE a ATT BOX P ELEC.I 70' UTILITY PROP. z' BOX (D. BOX- EASEMENT G-� " .CDRIVE '. 6 ® Lv ® ET CAP C _'I e14.0' ET CA CLEA CABLE 9ti (ph 1 OUT BOX )g MCCLINTOCK WAY 1 40' P 0 , RIVATE R/W — 015 20' PAVEMENT LOT 7 OCCUPIED F.F.EL =20.1' EXISTING 4h GONG. DRIVE CURB APR 12 2021 Permitting Department St. Lucie County, FL LOT G SITE PLAN NOTES, I- COUNTY WATER + SEWER AVAILABLE FOR THI5 PARCEL. 2- A DRIVEWAY MAXIMUM SLOPE 15 NOT TO EXCEED A 307" GRADE 3- FIRST FLOOR ELEVATION ESTABLISHED WITHOUT A HEALTH DEPARTMENT PERMIT. 4- PROPOSED DRAINAGE PLAN DE54GNED TO MEET FLORIDA BUILDING CODE, RESIDENTIAL REQUREMENT5.CR401.3) 5. ALL SLOPES AROUND THE PROPOSED STRUCTURE ARE NOT TO EXCEED THE MAXIMUM ALLOWABLE SLOPE GRADE OF 4-1 6- WHEN A CULVERT 15 REQUIRED THE INVERTS ARE TO BE SET BY PUBLIC WORKS DEPARTMENT AND WILL BE DETERMINED AT STAKE AND GRADE. 7- ALL 5TORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEEI'.A MINIMUM OF 17" LONGITUDINAL SLOPE OR OTHERWISE ACCEPTED. 8, PLOT PLAN5 ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED BUILDING PERMITS. *SKETCH NOT A SURVEY• LEGEND OF SURVEY ABBREVIATIONS LENGTH A DELTA ANGLE L 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 BIN. BENCH MARK MON. MONUMENT ELK. BLOCK NLD NAIL L DISK BLVD, BOULEVARD N. MIRTH C. CURV NUMBER C.B. C.B. CHORD BEARING NOT C.B.S. CONCRETE BLOCK GA O.H.V. OVERHEAD WIRES HEAD I D. STRUCTURE CHORD DISTANCE PG, PAGE i CENTERLINE P.K. PARKER NALON NAIL C.L.F. CHAIN LINK FENCE P. P.C. PLAT POINT CURVATURE C.D. CHORD DISTANCE P.I. PERMANENT CONTROL PO C.M. C.M.P. CONCRETE MONUMENT CORRUGATED METAL PIPE P.L POINT OF INTERSECTION CONC. CONCRETE P.L. PROPERTY LINE C.R. COUNTY ROAD PH. POWER METER CT. COURT P.D.B. POINT OF BEGINNING C/S CONCRETE SLAB P.O.C. POINT DF COMMENCE14EMI CUR. CORNER PRC POINT OF REVERSE CUR D. DEED P.R.M. PERMANENT REFERENCE I D.B. DEED BOOK PROP. c� PROPOSED POWER POLE ➢EP DEPARTMENT OF MAD, RADIAL OR RADIUS DIST. ENVIRONMENTAL PROTECTION DISTANCE R/W RIGHT OF WAY DNR DEPARTMENT OF S. SEC. SOUTH SECTION NATURAL RESOURCES SG.FT. SQUARE FEET DR. DRIVE S.R. STATE ROAD E. EASE. EAST EASEMENT ST. STA, STREET STATION ELEC. ELECTRICAL STRUC. STRUCTURE EL. ELEVATION SUB. SUBDIVISION E.O.W. F.F. EDGE OF WATER FINISHED FLOOR T.&M, TEMPORARY BENCH MARK FND. FOUND TELE, TELEPHONE V FIRE HYDRANT T,CE. TOPO, TOP OF BANK TOPOGRAPHICAL F.P.L. FLORIDA POWER L LIGHT TR. TRACT I.P. I.RMV, IRON PIPE IRON ROD TWSR TOWNSHIP . INVERT U L D UTILITY L DRAINAGE F/N FOUND NAIL U.R. UNREADABLE GOV'T GOVERNMENT W. VEST GR. GRADE ® WATER METER GND. GROUND WV WATER VALVE MORI. HORIZONTAL COMBINED LOTS HIP, HIGH POINT H.V. HEAD WALL LEGAL DESCRIPTION- ALL OF LOT 8, BLOCK 75 FAIRWAYS AT 5AVANNAH CLUB, REPLAT No.l ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57, PAGE 43 OF THE PUBLIC RECORDS OF ST. LUCIE CO.. FLORIDA. SAID LANDS LYING IN 5T. LUCIE GO.. FLORIDA. CONTAINING 0.14 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 UTILITIES THAT ARE BENEATH THE SURFACE HAVE BEEN LOCATED. 6. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18" LONG #5 REBAik 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 TO: SAVANNAH CLUB C-1 R=975.00' N.R. L=G4.G4' A=03°47'55" G13=N07°47'10'E GD=G4.G3' C-2 R=B75.00' N.R. L=5B.01' A=03°47'55"' GB=507R47'09'E GD=5B.00' THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE: FLOOD ZONE: X NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SKETCH DATE: REVISIONS: BY: EFFECTIVE DATE: 12/4/12 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, PNL NO.: 12081CO283 J KMA Engineering & Surveying LLC CHECKED BY: W.E.H. 03/19/21 ADDED SITE SMD g®Q INDICATES EXISTING ELINDICATES PROPOSED ELEVATION EVATION DRANN BY: INDICATES AS -BUILT ELEVATION T.B.BELEVATIONS ARE FOR CALC. Consulting Engineers & Surveyors FIELD BOOK: THERE ARE NOWELLSOR SEPTICS PAGE NO. WITHIN 100' OF PROPERTY UNLESS 2345 14th St, Suite 3 Vero Beach, Fl. 32960 NN SHOWN. FIELD DATE:—21.a�— PROPOSED CONTOUR LINE Phone: 772 569-6680 Fax: 772 770-3446 E-Mail: survey@kmafl.com NN _PROPOSED SWALE LINE Q ( ) ( Y@ INDICATES LOT DRAINAGE WILLIAM E. HAY RST w _ ®INDICATES DRAINFIELD PROProee10ww D.A.nTn ntmmVE� oR M 1LAPPIDR Certificate of Authorization Number: L.B.8351 SCALE! 1 e_.20- LIVING AREA N/A sa.ft. rD.oRrow Rmo:ea�ewa•Bofi 2eo sate JOB NO: 19-286 LOT AREA 6.132.E sa.Pt. ©=SEPTIC TANK