Loading...
HomeMy WebLinkAboutApproved Survey623 —O.S✓1 NOTES: TYPICA ND N 1. REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN O SET 5/8' IR/CAP LB 3591 D.E. — DRAINAGE EASEMENT I.P. — IRON PIPE LOCATION MAP LA.E. — LIMITED ACCESS EASEMENT CONC. — CONCRETE G.V. — GATE VALVE EMBOSSED SURVEYOR'S SEAL. L.M.E. — LAKE MAINTENANCE EASEMENT COV. — COVERED P.P. — POWER POLE 6 O 10 NOT TO SCALE L.M.A.E. —LAKE MAINTENANCE ELEV.— ELEVATION BLDG. —BUILDING 3 2 5 e 11 MORE TOMNSfiP � 40 FAtf -0 2. SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE ACCESS EASEMENT ESMT. —EASEMENT N.R. —NOT RADIAL AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND oo.00 DENOTES PROPOSED ELEVATION U.E. —UTILITY EASEMENT NO I.D.— NO IDENTIFICATION W.M. — WATER METER SURVEYOR. �00 DIRECTION IS FLOW Y.D. — YARD DRAIN Fo 0,�00 DENOTES INTERSECTION ELEVATION FIN. —FLOOR A/C — AIR CONDITIONER 4 �•t 3. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, P.I. —.POINT OF INTERSECTION FIN. —FINISHED C.B. —CATCH BASIN 13 P.C. — POINT OF CURVATURE PROP. — PROPOSED N G.V. — GATE VALVE 1 a4 14 OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. P.C.0 — POINT OF COMPOUND CURVATURE R. TYP.— RADIUS TYPICAL tF.H. —FIRE HYDRANT 5 s 43 5 @ 4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL P.R.C. — POINT OF REVERSE CURVE R.P. —RADIUS POINT BAOcuess MAY �Fq P.T. — POINT OF TRANSITION ®— STORM MANHOLE z DATUM (N.A.V.D.) OF 1988. O.E. — OVERHANG EASEMENT LP. — LIGHT POLE ©_ SANITARY MANHOLE `� a7 46 42 4Og��� 16 5. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE LOT 38, HAVING A C.O. — CLEANOUT B.E. —BUFFER EASEMENT " O.R.B. — OFFICIAL RECORDS BOOK M.H. — MANHOLE rL — CENTERLINE .� to 17 SAN. — SANITARY p� WATER SERVICE 40 xp BEARING OF N8957'49 E. PG. —PAGE p� 6. THE DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE INSTRUMENT OF L —ARC LENGTH ALUM. — ALUMINUM P.C.P.—PERMANENT CONTROL POINT 9 ONO RECORD. 0 — DELTA (CENTRAL ANGLE) � P.R.M.—PERMANENT REFRENCE MONUMENT O 7. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. � 27 8. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY NOTE: 36 37 °olz 26 19 OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR • IMPROVEMENTS SHOWN ARE PPOP05ED UNLE55 OTHERWISE NOTED. °° 2e �O° PARTIES. • DRIVEWAYS ARE FOR GRAPHIC PUPP05E ONLY AND NOT FOR CONSTRUCTION. �0 35 °" 30 �F o 9. FLOOD ZONE: X; COMMUNITY PANEL NO. 120285 0406 J ;DATE: FEBRUARY 16, °O POND 25 �1Y 21 2012. 34 31 10. BENCH MARK: TIDAL BENCH MARK, ST LUCIE COUNTY: "872 2334 TIDAL 4", a3 32 25 22 ELEVATION= 2.60'. xw TURNABOUT LANs 24 23 11. ADDRESS: 13306 NW BAYWOOD PLACE _ _ TURNABOUT LANE CONSERVATION A TRACT NO.1 7 / / / PARCEL 4 575 SF TRENCH REQUIRED PROPOSED 4 / / ROWS OF l2 OU1CK4 STANDARD O.R.B. 1078, PG. 1659 / \ LOT 39 CHAMBER INFILTRATOR CHAMBERS UNOBSTRUCTED65 SF SF PER lul REQUIRED 8000 SF PROVIDED AREA / v RESIDENCE / NORTH \ EA ENT WATER Q� 8.27 (O.R. 3, P 2630) — v S89'57'49" W (N.R.) 256.29' 1o.z ply METE w o OLE e• GRAPHIC SCALE PROPOSED 1.200 y UGHT , 34.9 20 0 10 20 I SEPTIC TANK I 0• \9 zo PROPOSED o o POLE ELECTRIC �� . 375 GAL — HAND HOLE_O �^ IN FEET ) O o' 'w PUMP ti � < JURISDI,.TIONAL PROPOSED WETLAND ^ Q cLEANOUT / # i4OUNDARY/ N/ 92.07 v — o / V 8S001 O $ / P.R.C. 1 1. 10.00, . / F ?. / 1 9.7 c32 1 � h q P�/A'�AD pp, 1 / 90.891 11 (TpP oT o?aEy FORMS / �0 1477• 10.7 ?00, ?� A,A19 // ,� BENCH MARK LOST 38,8'"RIVERSEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN RJ ELEV. PCP/NAIL.80 PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST 10.8 �'�• / . Q �o/ �Q. LUCIE COUNTY, FLORIDA. St„ uc1 Co F 'tK T4 �ti' � SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. Datew u.. LOT 37 / Q`,7 �,` `�ryoP al CONTAINING 27,052 SQUARE FEET / 0.6210 ACRES, MORE OR LESS. PP VACANT �^o' SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND 10.3 �° / `V RIGHTS -OF -WAY OF RECORD. / / CM11FICAT: GV / I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON /WM• f HV DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND / BELIEF AS SURVEYED UNDER MY DIRECTION ON JANUARY 11, 2017. 1 FURTHER / eL• CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET /0 g'67 ��� FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL / C.O. F.H. SURVEYORS AND M S, PURSUANT TO FLORIDA STATUTES 472.027. / \ / 3j8$ / DAVID 1 DL P.L.S. / REG. LAND SURVEYOR #5005 i / STATE OF FLORIDA - LB #3591 CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING �I 7900 GLADES ROAD - SUITE 100 i/ 1f BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (560-750-1452 RIVERBEND LOT 38 BOUNDARY 5URVEY ST LUCIE COUNTY, FLORIDA FORMBOARD SURVEY 5 23 17 SRA MOVE BLDG. PLACEMENT FORWARD 7' 5 11 17 SRA ADDED PROPOSED SEPTIC SYSTEM 2 6 17 RAL PERMIT SKETCH 1/11 17 JS REVISIONS DATE BY 6587 SHT.NO. 1 OF 1 SHEETS CONSERVATION A TRACT NO.1 / / PARCEL 4 � (O.R.B. 1078, PG. 1659) / \\ CONSERVATI / \ EASEMENT (O.R.B. 3463, PG. 2630) I f I f JURISDICTIONAL WETLAND I BOUNDARY \1 1 1 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 NORTH LINE LOT 38, HAVING A BEARING OF N89'57'49"E. 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'. 11. ADDRESS: 13306 NW BAYWOOD PLACE LOT 39 RESIDENCE O SET 5/8" IR/CAP LB 3591 TYPICAL LEGEND D.E. — DRAINAGE EASEMENT I.P. — IRON PIPE L.A.E. — LIMITED ACCESS EASEMENT CONC. — CONCRETE G.V. — GATE VALVE L.M.E. — LAKE MAINTENANCE EASEMENT COV. — COVERED P.P. — POWER POLE 1—M.A.E. — LAKE MAINTENANCE ELEV. — ELEVATION BLDG. — BUILDING ACCESS EASEMENT ESMID — EASEMENT N.R. — NOT RADIAL 00.00 DENOTES PROPOSED ELEVATION U.E. — U71UTY EASEMENT NO I.D.— NO IDENTIFICATION DIRECTION OF FLOW W.M. — WATER METER Y_D, — YARD DRAIN .�...-- 0.00 DENOTES EXISTING ELEVATION �. _ FIN A/C — AIR CONDITIONER P.I. — POINT OF INTERSECTION PROP. — PROPOSED C.B. —CATCH BASIN N C.V. —GATE VALVE P.C. — POINT OF CURVATURE P.C.0 - POINT OF COMPOUND CURVATURE TYP.— TYPICAL R. - RADIUS tF.H. -FIRE HYDRANT P.R.C. - POINT OF REVERSE CURVE R.P. - RADIUS POINT ®- STORM MANHOLE P.T. - POINT OF TRANSITION L.P. -LIGHT POLE (5 - SANITARY MANHOLE O.E. -OVERHANG EASEMENT C.O. - CLEANOUT B.E. - BUFFER EASEMENT M.H. - MANHOLE CENTERLINE O.R.8. - OFFICIAL RECORDS BOOK SAW. - SANITARY WATER SERVICE PG - PAGE ALUM. - ALUMINUM L. - ARC LENGTH Q - DELTA (CENTRAL ANGLE) P.C.P.-PERMANENT CONTROL POINT ■ P.R.M.-PERMANENT REFRENCE MONUMENT NOTE: • IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWI5E NOTED. • DKIVEWAYS ARE FOR GRAPHIC PURPOSE ONLY AND NOT FOR CON5TKUCTION. 575 SF TRENCH REQUIRED PROPOSED 4 ROWS OF 12 QUICK4 STANDARD INFILTRATOR CHAMBERS ® 12 SF PER CHAMBER 865 SF UNOBSTRUCTED AREA REQUIRED 1,000 SF PROVIDED S89'57'49"W (N.R.) 256.29' 102 PROPOSED 1.200 SEPTIC TANK ap ti S+ PROPOSED 375 GAL o —_—`'--88,95' m PUMP — 81r +p co PROPOSED O I1 J CLEANOUT GN $ A 68. pG P D OpgO 70G0, 0 gas N STgMF91% 401 33 7 ry pRGp TC STq nGN p eZ E s. 8,.91 1000, G FjNFFRIG £r F <RcIZ0 % N o 147j o N �� 733, s/ 74.1� o q n 0 N 01LOCATION MA� 10 NOT TO SCALE ,yo SECTION 25, TOMW 37 SONH, RMM 40 EAST 11 / 44 43 5 RAOCL4'PB WAY 42 46 41 �al\ �,1 IUU 36 3] 35 POND 34 33 — — — — \ I 8.27 3 WATER ELECTRIC Q MAR HAND � h LIGHT -'y POLE , ❑ ELECTRIC HAND HOL 020 26 4, / 21 5 22 2q 23 NW TURNABOUT I.f.NB r------ t NORTH GRAPHIC SCALE 20 0 10 20 ( IN FEET ) File Copy o° 2Gp• LOT 38, "RIVERBEND", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN ?Go vim. BENCH MARK PLAT BOOK 67, PAGES 36 THROUGH 39 OF THE PUBLIC RECORDS OF ST 107 (HR J \ s // PCP/NAIL LUCIE COUNTY, FLORIDA. -� ELEV.=8.80 SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. CONTAINING 27,052 SQUARE FEET / 0,6210 ACRES, MORE OR LESS. ., LOT 37 00 ` AldJ SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND VACANT f� "y RIGHTS -OF -WAY OF RECORD. `b ��p, / •`'. h„S. / �y0/ ryQ�. SIDES 4 10.3 CNR SIDES / CERTIFICATE REAR 0/ I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON EZNG /11GV Q / DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND 1 BELIEF AS SURVEYED UNDER MY DIRECTION ON JANUARY 11, 2017. 1 FURTHER TECH 1C�11 /w.M.G.NV CERTIFY THAT THIS BO1JUQAWftURVEY MEETS THE STANDARDS OF PRACTICE SET F CHAPTER 7 AD TED BY THE FLORIDA BOARD OF PROFESSIONAL /s 67 vRV�YO AN PIPER RSUANT TO FLORIDA STATUTES 472.027. o / C.O. / F.H. \ / 3jSS• / .98 .16 DAVID P. LINDLEY,.P.LS. / REG. LAND SURVEYOR #5005 / STATE OF FLORIDA - LB #3591 i CAULFIELD & WHEELER, INC. `'k� CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING (J,, „ 7900 GLADES ROAD - SUITE 100 k BOCA RATON, FLORIDA 33434 �' ,? I" PHONE (560-392-1991 / FAX (561)-750-1452 RIVERDEND LOT 38 BOUNDARY SURVEY 5T LUCIE COUNTY, FLORIDA ADDED PROPOSED SEPTIC SYSTEM 02 06 17 RAL PERMIT SKETCH 1/11/17 JS REVISIONS DATE BY 11 DATE 1 11 17 -SCALE 1"=20' FLD.BK. N/A CHECKED BY DPL PAGE N/A FILE NAME 65871-38 6887 1 OF 1 SHEETS