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Home My WebLink AboutBOUNDARY SURVEYUNPLATTED N8905218"E 100.00' 15' LANDSCAPE BUFFER 10' D.E. & A.E. — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — 575 SF TRENCH REQUIRED PROPOSED 4 ROWS OF 14 QUICK4 STANDARD INFILTRATOR CHAMBERS I ® 12 SF PER CHAMBER 975 SF UNOBSTRUCTED NORTH I I AREA REQUIRED 1,160 SF PROVIDED GRAPHIC SCALE CD I20 0 10 20 I 2i ( IN FEET) II Z I• O Cl CA PROPOSED 1,350 ' I SEPTIC TANK Cn ' PROPOSED 450 GAL c5• Z PUMP �? � I oo 15.33 co COV. 0O m • ,� ao SAr�WE6 C LANAI Z N 1 �.50 17.5jJ' O 13.33' 18.00' N 18.33' I v :it LLlBY O� bo FAIRFIELD MODEL I N NO. 6511 (REVISED) w ELEVATION C MIN. SETB A RQ. 2 STORY I N PROPOSED RESIDENCE FAOAIT N GARAGE RIGHT SIDES A/C FIN.FLR�10.75 PADS ^? I CNR SIDES 6.00' REAR I 15.83' o �o CO 11 1 .5V. ENTRY N ZNG. kky nv., 21.33' O o TECH. I l / DRIVE 21.83' 17.5b' 10' U.E. W.M. 5'PROP.WALK R'—Jj I� �17'53.00 L-103 08, R=300.00' BENCH MARK a=-o'49'14" PCP/NAIL L=4.30' ELEV.=7.39 � W 4--794s,,9, WA y W (6p AGO ASPyAC yT pF WAY) 7.52 � .79, NOTE: 2'�A�1-EY G • IMPROVEMENT5 5HOWN ARE PROPOSED UNLE55 OTHERW15E NOTED. U • DRIVEWAY5 ARE FOR GRAPHIC PURPOSE ONLY AND NOT FOR CON5TRUCTION. CAULFIELD & WHEELER, INC. ;- .. CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING 7900 GLADES ROAD - SUITE 110 ;1 BOCA RATON, FLORIDA 33434 '`•`''" ' PHONE (560-392-1991 / FAX (560-750-1452 RIVERBEND LOT 9 — BOUNDARY SURVEY ADD PROP.CL ROAD ELE' ADD PROP.SPETIC FF PERMIT SKETCH REVISIONS FILE NAME 6587L9.dw SH EET 1 OF 2 DATE 10 14 15 DRAWN BY JS F.B. PG. N/A SCALE 1 "=20' JOB NO. 6587 TYPICAL LEGEND NOTES ° F.H. — FIRE HYDRANT F.P.L—FLORIDA POWER & LIGHT Q SET 5/8" IR/CAP LB 3591 44 N LA.E. — LIMITED ACCESS EASEMENT „ I! L.M.E. — LAKE MAINTENANCE EASEMENT n 6 LM.A.E. — LAKE MAINTENANCE 41 ° ACCESS EASEMENT b°� 00.00 DENOTES PROPOSED ELEVATION DIRECTION OF FLOW 0.00 DENOTES EXISTING ELEVATION n P.I. — POINT OF INTERSECTION � ,° P.C.P.—PERMANENT CONTROL POINT m 21 O.E. — OVERHANG EASEMENT „ B.E. — BUFFER EASEMENT " u O.R.B. — OFFICIAL RECORDS BOOK si s :4 ,] ,o„unaor maPG. — PAGE — — — — — �** L — ARC LENGTH A — DELTA (CENTRAL ANGLE) ■ P.R.M.—PERMANENT REFRENCE MONUMENT fV LOCATION MAP NOT TO SCALE SECTION 25, TDi1 W R SW7K RANGE 40 M I.R./CAP — IRON ROD & CAP O/S — BUILDING OFFSET D.E. DRAINAGE EASEMENT CONC. — CONCRETE COV. — COVERED ELEV. — ELEVATION ESMT. — EASEMENT P.C. — POINT OF CURVATURE U.E. — UTILITY EASEMENT W.M. — WATER METER FLR. — FLOOR FIN. — FINISHED PROP. PROPOSED TYP.— TYPICAL R. — RADIUS R.P. — RADIUS POINT L.P. — LIGHT POLE C.O. — CLEANOUT M.H. — MANHOLE SAN. — SANITARY ALUM. — ALUMINUM NOTE: IMPROVEMENT5 SHOWN ARE PROP05ED UNLE55 OTHERWISE NOTED. N l.t� 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988. 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE EAST LINE LOT 9, HAVING A BEARING OF N00'03'18"W. 6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. FLOOD ZONE: X; COMMUNITY PANEL NO. 120285 0406 J ;DATE: FEBRUARY 16, 2012. 10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY. "872 2334 TIDAL 4", ELEVATION= 2.60(NAVD 88). DESCRIPTION: LOT 9, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 21,679 SQUARE FEET / 0.4977 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS —OF —WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON OCTOBER 14, 2015. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDANRQLRD OF PROFESS�IRVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES DAVID P:-LINM- ,: "" REG. LAND SURVEY6R #5005 STATE OF FLORIDA — LB #3591 CAULFIELD & WHEELER, INC. a CIVIL ENGINEERING — LAND PLANNING sj LANDSCAPE ARCHITECTURE — SURVEYING 7900 GLADES ROAD — SUITE 110 r M, BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (561)-750-1452 LIVE 96END BOUNDARY SURVEY II ADD PROP.CL ROAD ELEV 12 28 15 CE ADD PROP.SPETIC/FF 12/18/15 CIE PERMIT SKETCH 10 14 15 JS REVISIONS DATE BY FILE NAME 6587L9.dw FND. — FOUND ELEC. — ELECTRIC EXIST. — EXISTING F.H. — FIRE HYDRANT I.P. — IRON PIPE G.V. — GATE VALVE P.P. — POWER POLE BLDG. BUILDING N.R. — NOT RADIAL NO I.D.— NO IDENTIFICATION Y.D. — YARD DRAIN A/C — AIR CONDITIONER C.B. — CATCH BASIN H G.V. — GATE VALVE *F.H. — FIRE HYDRANT Q — STORM MANHOLE SQ — SANITARY MANHOLE (L — CENTERLINE P.T. — POINT OF TRANSITION SHEET 1 OF 2 IDATE 10 14 15