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HomeMy WebLinkAboutSURVEYS1, 1 LEGEND:. A = DELTA ANGLE L = ARC LENGTH CATV = CABLE TV C.B. - CATCH BASIN C.B.S. - CONCRETE BLOCK & STUCCO q_ = CENTERLINE CONC. = CONCRETE COV. = COVERED D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.O.P. = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER F.F. = FINISHED FLOOR FND. - FOUND . F.P.E. = FLOOD PLAIN EASEMENT F.P.L. = FLORIDA POWER & LIGHT I.E.E. = INGRESS/EGRESS EASEMENT L.S.S. - LANDSCAPE AND SIGNAGE EASEMENT M.H. = MANHOLE MON. = MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM N.R. NOT RADIAL O.E. OVERHANG EASEMENT O.M.E. OVERHANG MAINTENANCE EASEMENT O.R.B. OFFICIAL RECORD BOOK O/S OFFSET O.S. OPEN SPACE TRACT P.B. PLAT BOOK P.C. POINT OF CURVATURE P.C.P. PERMANENT CONTROL POINT P.D.E. PRIVATE DRAINAGE EASEMENT P.G.E. PRIVATE GAS EASEMENT P.K. PARKER KALON NAIL P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE P.R.M. = PERMANENT REFERENCE MONUMENT PROP. -PROPOSED P.T. = POINT OF TANGENCY P.U.E. = PRIVATE UTILITY EASEMENT R = RADIUS RAD. = RADIAL LIMITS OF PLAT TRACT I L POD 20B AT THE RESERVE P.U.D. II -CASTLE PINES z P.B. 39, PAGES 3 &3A LIMITS OF PLAT TRACT 1 POD 208 AT THE RESERVE P.U.D. II -CASTLE PINES P.B. 39, PAGES 3 & 3A PROP. UPLAND PRESERVATION ' EASEMENT NO. 4 SURVEYOR'S REPORT: i. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF ILAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. IN WRITING. , � I , ,, 7. BEARINGS SHOWN HEREON ARE BASED,ON THE NORTH LINE OF LOT 114 WHICH SEARS N 63*22'20- E - AND ALL:,BEARINGS ARE RELATIVE TO PLAT. 8. BOUNDARY DIMENSIONS SHOWWARE PrR'PL�TAND FIELD MEASUREMENT UNLESS OTHERWISE NOTED.,.,,' - � , , 1� 9. ' ELEVATIONS S1116�VN HE§EON� ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. IANOS SHOWN HEREON LIE,WITHIN ZONEX -- ACc6RDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-,0275F , DATED'AUGUST 19.1991 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEYt DECEMBER 16, 2003 CERTIFICATION: IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. R/W = RIGHT-OF-WAY SET 5/�" IRON ROD SAN. = SANITARY . WITH CAP WITNESS S.B.T. = SOUTHERN BELL TELEPHONE CORNER LB #6674 S.F. - SQUARE FEET 0 I.O'OFFSET T.O.B. - TOP OF BANK 0 = ELECTRIC SERVICE TYP. = TYPICAL A - CATV U.E. = UTILITY EASEMENT = LIGHT POST U.L.P. = UPLAND PRESERVATION = I I" PINE TO BE 0 = SET 5/8" IRON ROD WITH CAP NO. LB 6674 0 = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 REMOVED (TYP) N = FOUND PERMANENT CONTROL POINT 4f = 10" PINE (TYP) A - SET P-K NAIL WITH DISK NO. LB 6674 TO REMAIN (TYP) A = FOUND P-K NAIL No. LB 6674 0 = WATER SERVICES 1:4 = WATER VALVE 0 = SANITARY SERVICE 1 0 - FOUND PERMANENT REFERENCE MONUMENT 6674 00 = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET = DRAINAGE FLOW INDI�ATOR C) 1p 0 V\ V SHEET 2 OF 2 P,\600-G99\13652\CAD\LDT SURVEYS\13652ts109,dwg 12/0s/2o03 12131;20 PM EST MA-P OF BO-.U-.,NbARY SURVEY CLIENT: R E S R �'1­40, M' E S LT D. I LB # 616-74 LNW ,Lawson, _NPAI.0 -'0i: W eibb, Inc. EliGINEERS - POANNBRO. - SURVEyons 590 NW Peacock Boulevard Part St. Lucie. Florida 34986. (772) 878-1700 - f6p 7721 �7'8 IiIO2 - ennall; Inw-pslohnw-Inc.com West Palm Beach Port St. Lucie JULIAN D. M( FLORIDA NO. 4731 ? -r) -e�,>_3 MAPPER t.A'dril j1Fj C MR mum= cue 0901; LEGEND: A = DELTA ANGLE N.R. = NOT RADIAL L = ARC LENGTH D.E. = OVERHANG EASEMENT CATV = CABLE TV O.M.E. = OVERHANG MAINTENANCE EASEMENT C.B. - CATCH BASIN O.R.B. = OFFICIAL RECORD BOOK C.B.S. = CONCRETE BLOCK & STUCCO O/S = OFFSET CL = CENTERLINE O.S. = OPEN SPACE TRACT CONG. = CONCRETE P.B. = PLAT BOOK COV. = COVERED P.C. = POINT OF CURVATURE D.E. = DRAINAGE EASEMENT P.C.P. = PERMANENT CONTROL POINT ELEV. = ELEVATION P.D.E. = PRIVATE DRAINAGE EASEMENT E.O.P. - EDGE OF PAVEMENT P.G.E. - PRIVATE GAS EASEMENT E.O.W. = EDGE OF WATER P.K. = PARKER KALON NAIL F.F. = FINISHED FLOOR P.O.B. = POINT OF BEGINNING FND, =FOUND P.O.C. = POINT OF COMMENCEMENT F.P.E. - FLOOD PLAIN EASEMENT P.P. - POWER POLE F.P.L. - FLORIDA POWER & LIGHT P.R.M. - PERMANENT REFERENCE MONUMENT I.E.E. = INGRESS/EGRESS EASEMENT PROP. -PROPOSED L.S.S. - LANDSCAPE AND SIGNAGE EASEMENT P.T. = POINT OF TANGENCY M.H. = MANHOLE P.U.E. - PRIVATE UTILITY EASEMENT MON. = MONUMENT R = RADIUS N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD. = RADIAL POINT OF INTERSECTION LIMITS OF PLAT TRACT 1 L POD 206 AT THE RESERVE P.U.D. II —CASTLE PINES P.B. 39, PAGES 3 & 3A LIMITS OF PLAT Ok a 0 \�_ 1101 Akin DDCC�DIIA�TnKl EASEMENT NO. NOTE: * = MEASURED TO I OURVE I UR 0 RErun 1: 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED,ON THE NORTH LINE OF LOT 114 WHICH BEARS N 63022'20" E � AND ALL, IlEARINGS ARE RELATIVE TO PLAT. B. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE. BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 1�10285-027517 , � DATED AUGUST 19.1991 It. IMPROVEMENTS IF ANY ARE'AS'SHbWN. . - 12 DATE OF FIELD SURVEY: DECEMBER 16. 2003 R/W - RIGHT-OF-WAY SET 5/8- IRON ROD SAN. = SANITARY WITH CAP WITNESS S.B.T. - SOUTHERN BELL TELEPHONE CORNER LB #6674 S.F. - SQUARE FEET a I.O'OFFSET ; T.O.B. = TOP OF BANK 0 = ELECTRIC SERVICE TYP. = TYPICAL = CATV U.E. = UTILITY EASEMENT = LIGHT POST U.L.P. = UPLAND PRESERVATION = It- PINE TO BE 0 - SET 5/8" IRON ROD WITH CAP NO. LB 66T4 REMOVED (TYP) 0 = FOUND 5/8- IRON ROD WITH CAP No. LB 6674 = FOUND PERMANENT CONTROL POINT 4F = 10- PINE (TYP) = SET P-K NAIL WITH DISK NO. LB 6674 TO REMAIN (TYP) A = FOUND P-K NAIL No. LB 6674 C) = WATER SERVICES DKI = WATER VALVE 0 - SANITARY SERVICE [I - FOUND PERMANENT REFERENCE MONUMENT 6674 000 EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET b A - DRAINAGE FLOW INDICATOR It w -0, 6S' 0, A* Ile aINN 0 s CERTIFICATION: IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 0A 0 01 .A a Co, p 0 % r �A A .0 0- 9? r C) k. 60, I;.o I A 0 -40 DESCRIPTION: BEING ALL OF LOTS 109,110,111. 112, 113 & 114, ACCORDING TO THE PLAT OF POD 20C AT THE RESERVE, P.U.D. II — CASTLE PINES, AS RECORDED IN PLAT BOOK 43, PAGES 12, 12A THRU 12D, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P-\600-699\B652\CAD\LDT SURV�YS\136521slo?,q�q 05/25/2004 02,55:57 PM EDT I - I MAP OF BO,UNDARY SURVEY CLIENT: RES E RVE-­-_H.O.MES LTD. LB A 6674 Ir LNW 0 0 4'. o 0 go 0 0 Lawson,,Noble & Wag;: Inc. EmaiNEeRE - PLANNERS' - SURVEYORS 590 NW Peacock Boulevard. Suite 9: Port St. Lucie. Florida 34986 (72) 878-1700 - for. (772) 878-1802- email: Inw-pslainw-inc.com West Palm Beech -POrt St. Lucie FORMBOARD TIE-IN E=V "AH M-Li'U C_�_ -) "S_2_5_e_1q IAN D. MORRIS, PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4731