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HomeMy WebLinkAboutCASTLE PINE - PARCEL 202 - 210 - 611SCALE: 1" = 150' UNPLATTED FOR 50 SCALE BOUNDARY SURVEY OF PHASE I SEE SHEET 2 OF 2 W 578°�5 , Ag6•02 N rr0^ vl S63029' 11 "E 64.79' S37043' 19"E --- 97.42' S30033' 12"E - -- 98.24' SO 10 18'35"W 80.24' S26044'45"W ----- 66.68' S05043'01"E ---J 72,96' W6S20°12'04"E 94.33'0,7 1 W63 S47°40'12"W C 9.56' R=50.00' Z�=39°32'05"-, L=34.50' R=200.00' Z�=84°32'47" L=295.12' i R=705.00' L- 0=3°22'59" L=41.63' LEGEND: 0 =DELTA ANGLE P.O.C. = POINT OF COMMENCEMENT A = ARC LENGTH P.P = POWER POLE B.M. - BENCH MARK F.R.M. = PERMANENT REFERENCE MONUMENT CATV = CABLE TV PROP. - PROPOSED C.B. = CATCH BASIN P.T. s POINT OF TANGENCY C.B.S. = CONCRETE BLOCK & STUCCO P U.E. = PRIVATE UTILITY EASEMENT - CENTERLINE R = R CONC. = CONCRETE RAD. = RAL COO. = COVERED RES. = RDNCE tUS D.E. - DRAINAGE EASEMENT R/W - RT-OF-WAY ELEV. = ELEVATION SSV SANITARY SEWER VALVE E.O.P. = EDGE OF PAVEMENT S.B.T = 5OUTHER.N BELL TELEPHONE E.O.W. = EDGE OF WATER S.F. = SQUARE FEET F.F. = FINISHED FLOOR T.O.B. = TOP OF BAN( FND. = FOUND TYP. = TYPICAL F.P.L. - FLORIDA POWER & LIGHT U/C = UN)ER CONSTRUCTION L.M.E. = LAKE MAINTENANCE EASEMENT U.E. UTILITY EASEMENT M.H. = MANHOLE 0 SE # 5 IRON ROD WITH CAP LB NO. 6674 MEAS. = MEASURED 0 FO.JND #5 IRON ROD WITH CAP MON. = K*3NUMENT a = FOJND PERMANENT REFERENCE MONUMENT NTS = NOT TO SCALE L = SE P-K NAIL WITH DISK, NO. LB 6674 N.G.V.D. - NATIONAL GEODETIC VERTICAL DATUM A FOM P-K NAIL & TIN TAG N.R. = NOT RADIAL 0 WATER SERVICES O.E. = OVERHANG EASEMENT Da = VALVE O.R.B. - OFFICIAL RECORD BOOK SAN = SANITARY 0/5 - OFFSET ❑ = SET PERMANENT REFERENCE MONUMENT PRM 3864 P.B. P.C. = PLAT BOOK = POINT OF CURVATURE 0•0 = EX STING ELEVATION IN FEET P.C.P. = PERMANENT CONTROL POINT 0.00 > = PROPOSED ELEVATIONS IN FEET P.D.E. = PRIVATE DRAINAGE EASEMENT -A .. = DRAINAGE FLOW INDICATOR P.G.E. - PRIVATE GAS EASEMENT O.M.E. - 0 RHANG MAINTENANCE EASEMENT P.K. = PARKER KALON NAIL W. = w TER VALVE P.OB. - POINT OF BEGINNING I Q.V. = IR IGATION VALVE N.R. = NON -RADIAL 18" = T E TRUNK DIAMETER P = PI TREE CP = CABBAGE PALM r'n PHASE I F c- S41 °05'40"W - 115.50' N89024'56"W UNPLATTED W64 50' 50' 0! 0 O 0 0 a_ a- S 8 9 0 12'40 W 584.53' LIJ o� rYj o� 0 z l FOR TOPOGRAPHIC SURVEY, SEE DRAWING B273TS01. i P.G F .H 1 1 R=835.00' 1 A=19°26'55" L=283.43' 51.851 ACRES +/- - VACANT - F H. I .--1W.V. P.T. w Q J R=337.00' °� 7, '"W65 L1=3 .� r 4�_ L=1'ac51 7� / C r� ", -J R=950 00 L=11040' 7' Ro-&- 1 ------- 4R. T Z ; N311046 24' 36„W N86021'33"E 380.87 - - ssq°48' - _ - - - O. w _ J? �---- - -- v o �cr� r" s 574.68' Z yr N J Cq G 00 L=124.95' UNPLATTED SURVEYOR'S REPORT: 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES LTD., L P. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT`:, AND/OR RIG TS-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. INC.. IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE ,_)F SECTI(:�N 27, TWP 36_ RGE 39E. WHICH BEARS N 00°11'14" W AND ALL BEARINGS ARE RELATIVE THERETO. 8. BOUNDARY DIMENSIONS SHOWN FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 9 LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120585-0275F 10. IMPROVEMENTS IF ANY ARE AS SHOWN. 11. DATE OF FIELD SURVEY: OCTOBER 3, 1998 (BOUNDARY AND TOPOGRAPHIC SURVEY) v (V o�00 0 z 27 26 i'�NER OF SECTION 27. TWP. 36 5, 34 35 RGE. 39E NOTES iD = PAVEMENT (WIDTH VARIES) WITH 2.0' CONCRETE VALLEY CURB 02 = GRASS MEDIAN (3) - EXISTING CURB INLET STORM DRAINAGE = EXISTING STORM DRAINAGE MANHOLE R=950.00' A=86°20'53" L=1431.70' �r NT DESCRIPTION I A PARCEL. OF LAND LYING IN SECTION 2 7, TOWNSHIP 36 SOUTH, RANGE 39 EAST. ST LU(IE COUNT)', FLORIDA AND BEING MORE PARTICULARLY DESCRIBED .AS F OLLOWS- COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE NORTH 00°1 1'14" WEST, Al ONG THE EAST LINE OF SAID SECTION 27, A DISTANCE OF 1892.39 FEET; THENCE SOUTH 89 48'46" WEST, A DISTANCE OF 574.68 FEET; THENCE NORTH 31°44'36" WEST, A DISTANCE OF 116.27 FEET TO A POINT OF NON - RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE NORTH AND HAVING A RADIUS OF 906.59 FEET (THE RADIUS POINT OF SAID CURVE BEARS NORTH 11132116" WEST FROM THIS POINT; THENCE WESTERLY. ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 07 53'49" AN ARC DISTANCE OF 124.95 FEET TO A POINT OF TANGENCY 1NITH A LINE; THENCE SOUTH 86`21'33" WEST, ALC SAID LINE, A DISTANCE: OF 93.68 FEET TO A POINT OF CUSP (RADIAL, WITH CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 105001:' FEET, SAID CURVE ALSO BEING A PORTION OF THE EASTERLY RIGHT-OF-WAT LINE OF A PROPOSED 100 FOOT RIGHT-OF-WAY (CONIVIERCE CENTRE DRIVE; THENCE NORTH 03°38'27" WEST, RADIAL TO SAID CURVE, A DISTANCE OF 100.00 FEET TO A POINT IN A CURVE CONCAVE. TO THE NORTHWEST, HAVING A RADIUS OF 950.00 FEET AND CONCENTRIC WITH SAID CURVE HAVING A RADIUS OF 1050.00 FEET, SAID POINT BEING THE POINT OF BEGINNING AND SAID CURVE HAVING A RADIUS OF 950.00 FEET, ALSO BEING A PORTION OF THE WESTERL. i' RIGHT -OF - WA r LINE OF SAID COMMERCE CENTRE DRIVE; THENCE TRAVERSING SAID RIGHT -OF- WAY BY THE FOLLOWING TWO COURSES: 1. EAS FERL T, NORTHEASTE.RL.1 AND NORTHERL f, ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 950.00 FEET, THRU A CENTRAL ANGLE '-4- 86020'53", AN AR( DISTANCE OF 1431 70 FEET TO A POINT OF TANGENC) WITH A LINE; 2. NORTH 00900'40" EAST, ALONG SAID LINE, A DISTANCE OF 553.08 FEET. THENCE, DEPARTING SAID PROPOSED RIGHT-OF-WAY LINE, SOUTH 89'12'40" WEST. A DISTANCE (>F 584.53 FEET; THENCE NORTH 38° 12'42" WEST, A DISTANCE OF 416.89 FEET, THENCE SOUTH 47 40'12" WEST, A DISTANCE OF 9.56 FEET; THENCE SOUTH 41005'40" WEST, A DISTANCE OF 115.50 FEET; THENCE NORTH 89°24'56" WEST, A DISTANCE OF 288.60 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 50.00 FEET; THENCE WESTERLY AND SOUTHWESTERLI , ALONG THE ARC, OF SAID CURVE, THRU A CENTRAL ANGLE OF 39 32'05", AN ARC DISTANCE OF 34.50 FEET TC A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 51°02'59" WEST, ALONG SAID LINE, A DISTANCE OF 160.29 FEET; THENCE SOUTH 06026'49" EAST, A DISTANCE OF 862.59 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHERLY, SOUTHWESTERLY AND WESTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 84032'47", AN ARC DISTANCE OF 295.12 FEET, TO A POINT OF a ` 't TANGENCY WITH A LINE, THENCE SOUTH 78°05'58" WEST, ALONG SAID LINE, A �t xo �e �•' DISTANCE OF 496.02 FEET; THENCE SOUTH 07°56'27" WEST, A DISTANCE OF 125.61 FEET; THENCE SOUTH 63°29'11" EAST, A DISTANCE OF 64.79 FEET; THENCE SOUTH 37043'19" EAST, A DISTANCE OF 97.42 FEET; THENCE SOUTH 30033'12" EAST, A 01°18'35" WEST, A DISTANCE OF 80.24 - DISTANCE OF 98.24 FEET; THENCE SOUTH FEET; THENCE SOUTH 26044'45" WEST, A DISTANCE OF 66.68 FEET; THENCE SOUTH " 05043'01" EAST, A DISTANCE OF 72.96 FEET; THENCE SOUTH 20012'04" EAST. A DISTANCE OF 94,33 FEET; THENCE SOUTH 69°46'46" WEST, A DISTANCE OF 349.67 FEET; THENCE SOUTH 26°28'21" EAST, A DISTANCE OF 23.61 FEET TO A POINT OF FINAL RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHEAST AND PLANNED UNIT DEVELOPME HAVING A RADIUS OF 705.00 FEET, SAID CURVE ALSO BEING A PORTION OF THE SAID PROPOSED WESTERLY RIGHT-OF-WAY LINE OF COMMERCE CENTRE DRIVE; APPROVED THENCE TRAVERSING SAID WESTERLY RIGHT-OF-WAY LINE BY THE FOLLOWING FOUR COURSES. DATE 1. NORTHEASTERLY, ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF BOARD Of COUNTY COMMISSION 705.00 FEET, THRU A CENTRAL ANGLE OF 03°22'59", AN ARC DISTANCE OF •4 � J FEET TO A POINT OF TANGENCY WITH A LINE; /1114. 2. NORTH 66°54'38" EAST, ALONG SAID LINE, A DISTANCE OF 536.85 FEET T 4- POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND 46im HAVING A RADIUS OF 835,00; 3. NORTHEASTERLY AND EASTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 19°26'55" AN ARC DISTANCE ")F 283.43 FEET TO A POINT OF TANGENCY WITH A LINE; 4. NORTH 86021'33" EAST, ALONG SAID LINE, A DISTANCE n> 7R0:87 FEE T TO THE POINT OF BEGINNING. CONTAINING 51.851 ACRES, MORE OR LESS O CL J w � LIJ r Co Cn LIJ o O W m = _ o F- w Q � w w >-- Lp m LLJ I C z 0 LLJ Li C_J 1� 00 r- T V � CO C\j (D Co �I :- O !- H CV m LLJ -J LIJ J » U, ww aU (U m U LL IMPROVEMENTS, IF ANY, ARE AS LOCAI ED. NOT VALID WITHOUT THE ATI_iRF AN , ik ORIGINAL RAISED SEAL OF A FLORIDA LICENSE! J = VFYOR AN1 4 'F_R. �+ 6J 0!073 C �li�tl 1. KOLODZIE,�, �, � FLORIDA REGISTRATION N0,31064 Parcel 20a @ the Reserve (Castle Pines) Final Planned Unit Development Approval I OF 2 B273BSOI.dwg 11-19-98 9�19!Oq are EST # 0) F c ¢ 05 •O w 3 e� t Co • CC ® Q_ e V « a; 3 � � m e W, cc cu ..� 0) I �+ W W S T K e I �� o z z a fl` a T a a' • • o 0 C) of ca'� • • m -- ®V " W o n a, f'- o Zw al) C. C c fj) 011 • O z w �� u� (n F DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE NORTH 00.11'14'" WEST, ALONG THE EAST LINE OF SAID SECTION 27, A DISTANCE OF 1892.39 FEET; THENCE SOUTH 89'48'46" WEST, A DISTANCE OF 574.68 FEET; THENCE NORTH 31'44'36" WEST, A DISTANCE OF 116.27 FEET TO A POINT OF NON - RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE NORTH AND HAVING A RADIUS OF 906.59 FEET (THE RADIUS POINT OF SAID CURVE BEARS NORTH 11'32'16" WEST FROM THIS POINT); THENCE WESTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 07.53'49", AN ARC DISTANCE OF 124.95 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 86'21'33" WEST, ALONG SAID LINE, A DISTANCE OF 93.68 FEET TO A POINT OF CUSP (RADIAL) WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 1050.00 FEET, SAID CURVE ALSO BEING A PORTION OF THE EASTERLY RIGHT-OF-WAY LINE OF A PROPOSED 100 FOOT RIGHT-OF-WAY (COMMERCE CENTRE DRIVE); THENCE NORTH 03'38'27" WEST, RADIAL TO SAID CURVE, A DISTANCE OF 100.00 FEET TO A POINT IN A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 950.00 FEET AND CONCENTRIC WITH SAID CURVE HAVING A RADIUS OF 1050.00 FEET, SAID POINT BEING THE POINT OF BEGINNING AND SAID CURVE HAVING A RADIUS OF 950.00 FEET ALSO BEING A PORTION OF THE WESTERLY RIGHT-OF- WAY LINE OF SAID COMMERCE CENTRE DRIVE; THENCE EASTERLY, ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 950.00 FEET, THRU A CENTRAL ANGLE OF 06'39'30" AN ARC DISTANCE OF 110.40 FEET TO A POINT OF NON - RADIAL INTERSECTION WITH A LINE (THE RADIUS POINT BEARS NORTH 10'17'57" WEST FROM THIS POINT); THENCE, DEPARTING SAID RIGHT-OF-WAY LINE, NORTH 06'26'49" WEST, ALONG SAID LINE, A DISTANCE OF 93.57 FEET; THENCE NORTH 39'33'34" WEST, A DISTANCE OF 97.02 FEET; THENCE NORTH 06'26'49" WEST, A DISTANCE OF 212.72 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 337.00 FEET; THENCE NORTHERLY AND NORTHWESTERLY, ALONG THE ARC OF SAID CURVE. THRU A CENTRAL ANGLE OF 33'57'42", AN ARC DISTANCE OF 199.75 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE NORTH 40'24'31" WEST, A DISTANCE OF 106.32 FEET; THENCE SOUTH 49'3529" WEST, A DISTANCE OF 52.16 FEET; THENCE SOUTH 78'05'58" WEST, A DISTANCE OF 871.92 FEET; THENCE SOUTH 07'5627" WEST, A DISTANCE OF 125.61 FEET; THENCE SOUTH 63*29'11" EAST, A DISTANCE OF 64.79 FEET; THENCE SOUTH 37'43'19" EAST, A DISTANCE OF 97.42 FEET; THENCE SOUTH 30'33'12" EAST, A DISTANCE OF 9824 FEET; THENCE SOUTH 01'18'35" WEST, A DISTANCE CE 80.24 FEET; THENCE SOUTH 26'44'45" WEST, A DISTANCE OF 66.68 FEET; THENCE SOUTH 05'43'01" EAST, A DISTANCE OF 72.96 FEET; THENCE SOUTH 20'12'04" EAST, A DISTANCE OF 94.33 FEET; THENCE SOUTH 69'46'46" WEST, A DISTANCE OF 349.67 FEET; THENCE SOUTH 262821" EAST, A DISTANCE OF 23,61 FEET TO A POINT OF RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 705.00 FEET, SAID CURVE ALSO BEING A PORTION OF THE SAID PROPOSED WESTERLY RIGHT-OF-WAY LINE OF COMMERCE CENTRE DRIVE; THENCE TRAVERSING SAID WESTERLY RIGHT-OF- WAY LINE BY THE FOLLOWING FOUR COURSES 1. NORTHEASTERLY, ALONG THE ARC OF -SAID CURVE HAVING A RADIUS OF 705.00 FEET, THRU A CENTRAL ANGLE OF 03'22'59" AN ARC DISTANCE OF 41.63 FEET TO A POINT OF TANGENCY WITH A LINE; 2. NORTH 66'54'38" EAST, ALONG SAID LINE, A DISTANCE OF 536.85 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 835,00 FEET; 3. NORTHEASTERLY AND EASTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 19'26'55" AN ARC DISTANCE OF 283,43 FEET TO A POINT OF TANGENCY WITH A LINE; 4. NORTH 86'21'33" EAST, ALONG SAID LINE, A DISTANCE OF 380.87 FEET TO THE POINT OF BEGINNING. CONTAINING 13.735 ACRES, MORE OR LESS - 28.6 1?P h S 91 LEGEND: p = DELTA ANGLE P.O.C. = POINT OF COMMENCEMENT A = ARC LENGTH P.P. = POWER POLE B.M = BENCH MARK P.R.M. = PERMANENT REFERENCE MONUMENT CATV = CABLE TV PROP. = PROPOSED C.B. = CATCH BASIN P.T. = POINT OF TANGENCY C.B.S. = CONCRETE BLOCK & STUCCO P.U.E. - PRIVATE UTILITY EASEMENT CL - CENTERLINE R - RADIUS CbN(_ = CONCRETE RAD- = RADIAL COV. = COVEREII RES. = RESIDNCE D.E. - rIDAIrRGE EASEMENT R/W = RIGHT-OF-WAY ELEV. = ELEVATION SSV = SANITARY SEWER VALVE E.O.P. = EDGE OF PAVEMENT S.B.T. - SOUTHERN BELL TELEPHONE E.O.W. = EDGE OF WATER SF. - SQUARE FEET F.F. = FINISHED FLOOR T.O.B. = TOP OF BANK FND. = FOUND TYP. = TYPICAL F.P.L. - FLORIDA POWER & LIGHT U/C = UNDER CONSTRUCTION L.M.E. - LAKE MAINTENANCE EASEMENT U.E. = UTILITY EASEMENT M.H. = MANHOLE = SET # 5 IRON ROD WITH CAP LB NO. 6674 MEAS. - MEASURED s♦ = FOUND #5 IRON ROD WITH CAP MON. = MONUMENT = FOUND PERMANENT REFERENCE MONUMENT NTS = NOT TO SCALE SET P-K NAIL WITH DISK NO. LB 6674 N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM Ak = FOUND P-K NAIL & TIN TAG N,R. = NOT RADIAL 0 = WATER SERVICES O.E. = OVERHANG EASEMENT >I = VALVE O.R.B. = OFFICIAL RECORD BOOK SAN =SANITARY O/S =OFFSETEl = SET PERMANENT REFERENCE MONUMENT PRM 3864 P.B. - PLAT BOOK 0.00 P.C. = POINT OF CURVATURE = EXISTING ELEVATION IN FEET P.C.P. = PERMANENT CONTROL POINT 0.00 > = PROPOSED ELEVATIONS IN FEET P.Q.E. =PRIVATE DRAINAGE EASEMENT h = DRAINAGE FLOW INDICATOR P-G.E. - PRIVATE GAS EASEMENT OM.E - OVERHANG MAINTENANCE EASEMENT P.K. = PARKER KALON NAIL W.V. = WATER VALVE P.O.B. = POINT OF BEGINNING N.R =NON -RADIAL t Q.V. = IRRIGATIOPJ VALVE 18" = TREE TRUNK DIAMETER P = PINE TREE CP = CABBAGE PALM RADIAL S26028'21"E 23.61' 9° A6, Q6� 6/6 5�0010 �'9 33 R=705.00' A=3°22'59" L=41.63' FOR 150 SCALE TOPOGRAPHIC SURVEY OF OVERALL PARCEL SEE SHEET 1 OF 2 18P 5 30• 20P I 21P F` 17F 18P l� (& 0 _'8.1- O Oo O ° (U C9 � w (6 r1l'Pa�iP, O cP 0 N -p W 21P 0� O m 2�e 16P r'o 0 C� F-H. I >11�" �>� 9.45 , 18P 496.02, S780055g 18P UNPLATTED 2�P Ile 8 92' 2�1 2�h 17P 20P � q/ PHASE I 16P 13.735 ACRES 1 9 - VACANT - 2 r �9 O R=337.00' ©=33°5742" L=199.75' 20� 16P P.0 rn 16P SCALE: 1" = 50' Lf 0 2� 2�q z 0 w ��. p / x fie/ 18P �l ��a 1 h 18P o , » 2� �0 N 10 17 57 W 18P 29.2 29A a �R=950.00' RADIAL a N.R. ° l� /- S06 26, 49 E N 00 ,=06 39 30 93.57' O � U ,6P 19P � L=110.40 U €I c. (f) 2g g .� �• • .� ti, 9 W W 30• u n 16P J 0 380.87' a �6 - - - V ww Q >- , ' N86021'3310E . �`- - cn o m 0 I� o 83 43' F H 29.15 v - f - \ `(9 2�� �) (0 CD rr 55CP 19°2v' tJ9 '� ©' 6 r (Vl _ f 4 ._._----- _ NOTES (1 = PAVEMENT (WIDTH VARIES) WITH 2.0' CONCRETE VALLEY CURB -GRASS MEDIAN Q = EXISTING CURB INLET STORM DRAINAGE = EXISTING STORM DRAINAGE MANHOLE 16P m 17P W16P ti ti t 60D NAIL IN PINE ELEVATION = 31.39 ` c (PROPOSED) �r c o DRIVE / 1 S86°21'33"w l o 14- m :. q W + z S8904R'46"W i J u, a 93.6. 8' T p o'', '` 574.68' • ' o ® (L POINT OF CUSP 1 R_ 906.59' y \ 3 fn �> c 0-7'53'49" z • - m L =12 4.95' N.R. • n �' 1 L N31044'36"W .0 00 'z J 116.2 7' M • ¢ �o �) .6; N O 00 0) w 6 \�pyyg OC1 • Z a 11`v Z CL 06 fie' 1'..i� • J CL SURVEYOR'S REPORT: > u� I, THIS SURVEY IS PREPARED FOR RESERVE HOMES LTD., L.P. 0 m AND IS NOT ASSIGNABLE. - • ,j� occ o OD ?. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY FINAL 0 W a OF RECORD BY THIS OFFICE. • Z Z Co d 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. PLANNED UNIT DEVELOPMENT - z a co 4. DESCRIPTION FURNISHED BY CLIENT. APPROVED e a 5. NOTICE: THERE MA 1' BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVE r 12, . I V • 0 w THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. DATE BOARD OF COUNTY COMMISSION c 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, IN(. AND SHALL NOT BE z REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. - INC., IN WRITING. Chair J 7. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF SECTION 27, TWP 3 RGE 39E. 26 WHICH BEARS N 00011'14" W AND ALL BEARINGS ARE RELATIVE THERETO. 8. BOUNDARY DIMENSIONS SHOWN FIELD MEASUREMENT UNLESS OTHERWISE NOTED. PAC — big 9. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURA CE RATE MAC= : E. CORNER OF LNW IMPROVEMENTS, IF ANY, ARE AS LOCATED. SECTION 27, PANEL NO. 120585-0275F TWP. 36 S, 34 35 NOT VALID WITHOUT THE SIGNATURE AND TLj ORIGINAL ,AISED SEAL OF A FLORIDA 10. IMPROVEMENTS IF ANY ARE AS SHOWN. 4(0 ' RGE. 39E r n LICENSED SURVEYOR AND P 11. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. TS r - - 12 BASE BENCHMARK F C E 1420 - CORPS ENGINEERS BRONZE DISK SET IN TOP OF A 5-INCH ROUND POST ' MICHAEL T. KOLOYYLIE'JCZYK, PROFESSIONAL 'SURVEYOR AIf, APPER FLORIDA REGISTRATION NO. 3864 DEC - 2 M I � 5.0 FEET WEST OF C-24 CANAL RIGHT-OF-WAY, 1200 FEET +/-, NORTHWEST OF THE FLORIDA EAST ���� COAST RAILWAY RIGHT-OF-WAY SECTION 29, TOWNSHIP 36 SOUTi�+� "41 �3�51=F T �I.JTHEA.ST OF POWER POLE NO. 57. ELEVATION = 22.59 - - -- - " Y FL 13, DATE OF FIELD SURVEY: OCTOBER 3, 1998 tBOLMVDARY AND TOPOVAPW Parcel 20a @ the Reserve (Castle Pines) SHEET 2 OF 2Final Planned Unit Development Approval 7 C. r iF , DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE NORTH 00'11'14"' WEST, ALONG THE EAST LINE OF SAID SECTION 27, A DISTANCE OF 1892.39 FEET; THENCE SOUTH 89'48'46" WEST, A DISTANCE OF 574.68 FEET; THENCE NORTH 31°44'36" WEST, A DISTANCE Of 116.27 FEET TO A POINT OF NON - RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE NORTH AND HAVING A RADIUS OF 906.59 FEET (THE RADIUS POINT OF SAID CURVE BEARS NORTH 11*32'16" WEST FROM THIS POINT); THENCE WESTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 07'53'49", AN ARC DISTANCE OF 124.95 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 86*21*33" WEST, ALONG SAID LINE, A DISTANCE OF 93.68 FEET TO A POINT OF CUSP (RADIAL) WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 1050.00 FEET, SAID CURVE ALSO BEING A PORTION OF THE EASTERLY RIGHT-OF-WAY LINE OF A PROPOSED t00 FOOT RIGHT-OF-WAY (COMMERCE CENTRE DRIVEY, THENCE NORTH 03'38'27" WEST, RADIAL TO SAID CURVE, A DISTANCE OF 100.00 FEET TO A POINT IN A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 950.00 FEET AND CONCENTRIC WITH SAID CURVE HAVING A RADIUS OF 1050.00 FEET, SAID POINT BEING THE POINT OF BEGINNING AND SAID CURVE HAVING A RADIUS OF 950.00 FEET ALSO BEING A PORTION OF THE WESTERLY RIGHT-OF- WAY LINE OF SAID COMMERCE CENTRE DRIVE; THENCE EASTERLY, ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 950.00 FEET, THRU A CENTRAL ANGLE OF 06'39'30" AN ARC DISTANCE OF 110.40 FEET TO A POINT OF NON - RADIAL INTERSECTION WITH A LINE (THE RADIUS POINT BEARS NORTH 10'17'57" WEST FROM THIS POINT); THENCE, DEPARTING SAID RIGHT-OF-WAY LINE, NORTH (3626'49' WEST, ALONG SAID LINE. A DISTANCE OF 93.57 FEET; THENCE NORTH 39'33'34' WEST, A DISTANCE OF 97.02 FEET; THENCE NORTH 06'26'49" WEST, A DISTANCE OF 212.72 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 337.00 FEET; THENCE NORTHERLY AND NORTHWESTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 33'57'42", AN ARC DISTANCE OF 199.75 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE NORTH 40'24'31" WEST, A DISTANCE OF 106.32 FEET; THENCE SOUTH 49'35'29" WEST, A DISTANCE OF 52.16 FEET; THENCE SOUTH 78'05'58" WEST, A DISTANCE OF 871.92 FEET; THENCE SOUTH 07'S6'27" WEST, A DISTANCE OF 125.61 FEET; THENCE SOUTH 63*29'11" EAST, A DISTANCE OF 64.79 FEET; THENCE SOUTH 37'43'19" EAST, A DISTANCE OF 97.42 FEET; THENCE SOUTH 30'33'12" EAST, A DISTANCE OF 98.24 FEET; THENCE SOUTH 01,18:35' WEST, A DISTANCE OF 80.24 FEET; THENCE SOUTH 26'44'45" WEST, A DISTANCE OF 66.68 FEET; THENCE SOUTH 05'43'01" EAST, A DISTANCE OF 72.96 FEET; THENCE SOUTH 20'12'04" EAST, A DISTANCE OF 94.33 FEET; THENCE SOUTH 69'46'46" WEST, A DISTANCE OF 349.67 FEET; THENCE SOUTH 26'28'21" EAST, A DISTANCE OF 23.61 FEET TO A POINT OF RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 705.00 FEET, SAID CURVE ALSO BEING A PORTION OF THE SAID PROPOSED WESTERLY RIGHT-OF-WAY LINE OF COMMERCE CENTRE DRIVE; THENCE TRAVERSING SAID WESTERLY RIGHT-OF- WAY LINE BY THE FOLLOWING FOUR COURSES 1. NORTHEASTERLY, ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 705,00 FEET, THRU A CENTRAL ANGLE OF 03'22'59" AN ARC DISTANCE OF 41.63 FEET TO A POINT OF TANGENCY WITH A LINE; 2. NORTH 66'54'38" EAST, ALONG SAID LINE. A DISTANCE OF 536.85 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS Of 835.00 FEET; 3. NORTHEASTERLY AND EASTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 19'26'55" AN ARC DISTANCE OF 283.43 FEET TO A POINT OF TANGENCY WITH A LINE, 4. NORTH 86'21'33" EAST, ALONG SAID LINE, A DISTANCE OF 380.87 FEET TO THE POINT OF BEGINNING. CONTAINING 13 735 ACRES, MORE OR LESS. LEGEND: Z�l = DELTA ANGLE P.O.C. = POINT OF COMMENCEMENT A = ARC LENGTH P.P. = POWER POLE B.M. = BENCH MARK P.R.M. - PERMANENT REFERENCE MONUMENT CATV = CABLE TV PROP. -PROPOSED C.B. = CATCH BASIN P.T. - POINT OF TANGENCY C.B.S. - CONCRETE BLOCK & STUCCO P.U.E. = PRIVATE UTILITY EASEMENT (L = CENTERLINE R = RADIUS CONC. - CONCRETE RAO = RADIAL COV. = COVERED RES. = RESIDNCE D.E. = DRAINAGE EASEMENT R/W = RIGHT-OF-WAY ELEV. = ELEVATION SSV = SANITARY SEWER VALVE E.O.P. = EDGE OF PAVEMENT S.B.T. - SOUTHERN BELL TELEPHONE E.O.W. = EDGE OF WATER S.F. = SOUARE FEET F.F. = FINISHED FLOOR T.0.8. = TOP OF BANK FND. = FOUND TYP. - T'YPICAL F.P.L. = FL.ORIDA POWER & LIGHT U/C = UNDER CONSTRUCTION L.M.E. - LAKE MAINTENANCE EASEMENT U.E. - UTILITY EASEMENT M.H. = MANHOLE 0 = SET # 5 IRON ROD WITH CAP LB NO. 6674 MEAS. = MEASURED = FOUND #5 IRON ROD WITH CAP MON. = MONUMENT - FOUL PERMANENT REFERENCE MONUMENT NTS = NOT TO SCALE Q = SET P-K NAIL WITH DISK NO. LB 6674 N.G.V.D, = NATIONAL GEODETIC VERTICAL DATUM A - FOUND P-K NAIL & TIN TAG N.R. = NOT RADIAL O = WATER SERVICES O.E. = OVERHANG EASEMENT p4 = VALVE O.R.B. = OFFICIAL RECORD BOOK SAN = SANITARY O/S - OFFSET I] = SET PERMANENT REFERENCE MONUMENT PRM 3864 P.B. - PLAT BOOK 000 P.C. = POINT OF CURVATURE = EXISTING ELEVATION IN FEET P.C.P. = PERMANENT CONTROL POINT 0.00 > = PROPOSED ELEVATIONS IN FEET P.D.E. = PRIVATE DRAINAGE EASEMENT --h = DRAINAGE FLOW INDICATOR P.G.E. - PRIVATE GAS EASEMENT O.M.E. = OVERHANG MAINTENANCE EASEMENT P.K = PARKER KALON NAIL P.O.B. - POINT OF BEGINNING yy_V. - WATER VALVE N.R. = MOM -RADIAL I.Q.V. =IRRIGATION VALVE 18" = TREE TRUNK DIAMETER P - PINE TREE CP = CABBAGE PALM RADIAL S26028'21" E 23.6 Y i FOR 150 SCALE BOUNDARY SURVEY OF OVERALL PARCEL SEE SHEET 1 OF 2 \35; ` ` -J 00 o O N 00 01 O O ( C W61 A N 0 G 1' S � , 9° Ab a6 6� s .% U R=705.00' 0=3°22'59" L=41.63' A`3 rol (a, 496.02' y ,58�'W UNPLATTED 3-75 c FOR TOPOGRAPHIC SURVEY, SEE DRAWING B273TS02. R�g3� PHASE I 13.735 ACRES +/- - VACANT PC R=337,00' A=33°57'42" L=199.75' M I N10017'57"W RADIAL A=06°39'30" L=110.40' 380.87'jz _10 SCALE: 1" = 50' N.R. S06026'49"E 93.57' i-`--: DRIVE (PROPOSED) ________ _�6��,,3j.,,�; N -_ENTRE 1 N31"44'36"W �- COMMERCE 93 68' ? 1 16, 7' S89'48'46"W COM o : ` / _--- POINT OF CUSP 574.68' _ D , ; / r=l 6. 53'49"" L=124.95' 1.4 ,1 t,"4 " I UNPLATTED 1 1 NOTES �k = PAVEMENT (WIDTH VARIES) WITH 2.0' CONCRETE VALLEY CURB 11¢y0 SURVEYOR'S REPORT: Q2 -GRASS MEDIAN ® = EXISTING CURB INLET STORM DRAINAGE / 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES LTD., L.P. 0 = EXISTING STORM DRAINAGE MANHOLE NOISSM09 A1N(10o JO On08 AND IS NOT ASSIGNABLE. p j . Z� 31WO � THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY o OF RECORD BY THIS OFFICE. C13AONddd o� 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 1N3Wd013A30 .1 iNn 43NNN ld 4. DESCRIPTION FURNISHED BY CLIENT. 1`dNi3 5. NOTICES THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COIjNTY. Parcel 20a @ the Reserve (Castle Pines) 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE. & WEBB, INC. AND SHALL NOT BE Final Planned Unit Development Approval 26 REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. INC., IN WRITING. P•00C• 7. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF SECTION 27, TWP 36S. RGE 39E. RNER OF PEI IMPROVEMENTS, IF ANY, ARE AS LOCATED SECTION 27, WHICH BEARS N 00011'14" W AND ALL BEARINGS ARE RELATIVE THERETO. 34 35 NOT VALID WITHOUT THE SIG,4�TURE AN . THE ORIGINAL RAISED SEAL OF A FLORIDA TWP. 36 S, 8. BOUNDARY DIMENSIONS SHOWN FIELD MEASUREMENT UNLESS OTHERWISE LICENSED R YOR ANI? PER. RGE. 39E P,e 9. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP _ � PANEL NU. 1210585-0275F 0EC _ 2 10, IMPROVEMENTS IF ANY ARE AS SHOWN. MI HAEL T. KOLODZIEJCZYK.. PROF-E­5SIONA JRVEYOR AND MAPPER 11 DATE OF FIELD SURVEY: OCTOBER 3, 1998 (BOUNDARY AND TOPOGRAPHIC SURVEY) FLORIDA REGISTRATION NO. 3864 CO��ry M -� UNITY DEVELOPMENT ST. L.UQE CD LINTY FL `-J V) 0 LLJ CC 0 11 = LLJ .J U 00 0) � 1 LLJ O _J m Y Q �' ' ' Y Y m N m m C CC CC) 0 p m ,3 *z: �00fi W W c 0 Qf •.A c QI Z� ¢ 2� a • � Q • CN � 3 J • r' U J 4) W CO • Z a I L z � r- O a C a o� . • x o U LO co • • m Q O w O o r' am • z m G. - z CO C=�� • Q W J *LNW 0 0 00 BS 6273 �fET 2 OF 2 B27?P? 'nr 0­4Wrs 11-19-98 9:10:16 tarn EST iiii • ■ L� � LEFT 5IC:)E E=-LETION SCALE: 1/8 " • 1' - m" 101 0 SGALE: ELEY,471ON 1 /8 " ■ 1' - @" Enc.-Sim- ' !� '�■■■ Men lion IMNJII wflflulw ■N ■mm oo■ I MONK - I+--!T IZ::)E ELE\,/.a,TION SGALE: 1/8 I I . r- sMai ■I �i S I PLANNEDFINAL UNIT DEVELOPMENT - APPROVED Sol El DATE Wim's, 1 .11 BOARD OF COUNTY COMMISSIO1man illlllllfl .� ID 4,4 /F _ V ��-- J ,p t n �d `Q o° i- r a 01 i1 r cm U rp' r O J f� co C F- O� a UO Q a 0 W N 8 " J Z o FRONT ELE vAr ION PRELIMINARY DRAWING OCT 13 1998 AC pZ r_ COMMUNITY DE1lELOPMEN7 ST. LUCIE COUNTY FL Wetland ro _J ry U 0 Cn LO Q n c ro 0 U 7 J LO E 0 c. 0 U O U N co a n Scale: to m Drawn by: 4.1 Checked by CADD No. Date: , Zoning: AR-1 Land Use: Residential Urban Golf _ 7E 75 76 77 �- 73 74 72 - G 71 1 \ 6 �7 68 _- _ 66 � 56 54 - 53 J 52 51 f 50 149 1 � 48 } ..................... eC�e 1 If = 50' SLM GB B206 10. 31- 98 No. Date 11.30.98 Description of Revision SEAL 1 . 81 82 83 ,shay ,7Y Lake \ 0.59 ac TOB f i v r, (71 'all Box 0 r 14' s .14' � 1\ Zoning: CG Land Use: Commercial I;J/, 50 0 25 50 © 1998 THESE PLANS AND THE INFORMATION SHOWA HERE` ARE THE PROPERTY OF THOMAS LUCIDO & ASSOCIATES, P.A. AND REPRODUCTIONS, DISCLOSURES OR USE THEREOF IN INWOLE OR IN PART IS EXPRESSLYPROIIIBITED WITHOUT WRITTEN CONSENT. Zoning: AR-1 Land Use: Residential Urban --- Ph ase Line 10, Utility Easement, -- typ. (� Parcel 20b 1 34 -� 2 33 1 35 36 37 38 1 39 Street Light, typ -- Drainage Easement, WL � 1 5 44 43 42 41 40 , C Preserve, f\, typ. � u Rec Area J 0.99 ac (See Sheet 2) Landscape UtI�FIji-Easer"ht ........... Golf Location Map: • L_ 00-mv- I � Parce120b � Drive North Total .Area Parcel 20 _ _ _ 51.85 ac Total Area Phase 1 - - - _ -_ - _ _ .._.13.59 ac Total Dwelling Units (Phase 1) _ _ _ 83 du's Density ---- ------ _ _ - -- ---- 6.1 du/ac Total Impervious Area - _ 6.06 ac Dwelling Units - _----_ 3.15 ac Pavement (Road, Walks, Drives, Rec Area)- 2-91 ac Total Pervious Area_.__---_._-_ .-------_------_-------_---__.__ _-__7.53 ac Landscape Buffer/Preserve Areas — - - -- -------e 1.94 ac Open Space/Common Area ----------_-------_.----__ _-- 4.10 ac Lake -- ----- ----- --- --- - - ------ - - -- ---- -1.09 ac Rec Area (outside Preserve Area) __---___ _--___-.___-_.0.40 ac Landsca e Leqend: Shade Tree: Live Oak Laurel Oak Slash Pine FINAL Flowering Tree: PLANNED UN1 ii _; EVELOPMENT • Crepe Myrtle APPROVED Golden Rain Tree � . Tree Ligustrum DATE I Z - � 5- 11� BOARD OF COUNTY COMMISSION Palm Tree: Cabbage Palm C man Mexican Fan Palm Medjool A10�PP �-, General Notes: DEC - 2 im ' Y # 1. All existing public or private roadways within 150' of the projects access points are shown on plan. core !:3I'rirL!r"NT ST. LUCIE COUN'j-i'. FL 2. individual parcel development shall conform to provisions in Master Plan of this PUD. 3. All generai landscape requirements within Section 7.09.00 of the Land Development code pertaining to right-of-ways, abutting properties, interior parking areas, loading areas and waste receptacles for the development shall be followed up on detailed landscape plans. 4, Irrigation will conform to Local and State Regulations regarding water conservation. � l 6 5, All utilities will be placed underground. 6. A minimum of 12' Clear zone shall be maintained free of obstructions between buildings for fire access. 7. Parking requirements of two parking spaces per unit are provided in the garage spaces and driveways. Indicated guest parking is additional parking 8. Preserve :Areas are a graphic representation of areas where every effort will be made to preserve the existing native vegeation. Actual square footage of preserve area will be determined at time of final engineering design. Trees preserved in these areas shall be credited towards the mitigation requirements of this site. Castle Pines at PGA Village Sheet � PUD 11- Parcel 20a 2 of Site Plar Parcel @the Reserve (Castle Pines) 3 ow Final Planned Unit Development Approval TJ A [11 GG1 AV" `W 1LLG 1\G3Gl VG `1.0.J11G A 1LLG3) Final Planned Unit Development Approval P �3 L_ +' MIN. F. ELEV = 27.50 L 0 cow o45-Y- Al t7�o N 78*05'58" E ki Q W > Q W w 0 W w W H v - N� a' Q o $ PROPP. � V (16 o Ad) I w MIN. F. EL _ _j N EV. - 27.50 PROP. 1 -J I J i - ��5? (2g) 2T I I I I STORM DRAI MINt i I . F. ELEV. I �) w I I w I I i (31ZZ 32 i Y (56) ( I I I MIN. F. ELEV, I _ LL F _ I V• 7.50 0 (,4� z - -- - I II - I I I I D >- OD in 0Co I I - _ o �� W LA (}1 PROP. 8" W. - I i ( - I S OD W 0) o N (3 <f 6) to o PROP. w 1i STORM DRAIN PROP. U, u CI3� o STORM DRAIN ( i u- 04 PROP. 40 ►, w / I F.MW.M. . PROP. 8" Ww �4 I T (1-2) >: I (38) Z ' 0 0 � \1 (?31 I w , _4 U o �• I ( � I r 1,� UJ W _Q I I - ICY) cr a �o i i f " < Q IMIN. F. (4?� ELEV. \ _ O 0) Lij O 27 50 PROP. STORM { 3 ! QRAIN /7�l (O ! > (Sp) MIN. F. ELEV. - 27.50 y (4) (46) (45) �-- Y M CD 04 ( > (8 (T) { { MIN. FF Iv w a; �' °° CD I !4g' I { �/� 43 ELEV. _ �l < p C� I ► - - �� �} / � PROP. C.B. TYP '1 H. W o n,..- i• PROP. 8" W.M. f (� > o o t 6' PROP - `_ SIDEWAL PRO �� • 9 - P o -- --- — --- — — = PA vE 4" F.M. FINAL ]�',. • 0 PROP-,^�eNr — p ENT • `-n -� __ - -- — — -- � -_ 6' SIDEVyaLK �' -- �`� N.. Q PLANNED UNIT DEVELOP ^_ , , — --- PROP l APPROVED W (:> CO - -- _- _- _-- - (TOTAL) OUT FQ L PIP I Z J - �, z - ' DATE D OF COUNTY COMMISSION '� < <n co �- -_---- "= TIE INTO EX. �-�� � / � � BOAR • � , � TIE INTO EX. 4 G.V. 94+00 95+00 Ek ST 8" G.V. — ; —� _ _ ORA4 a�OP Q a o c) EX. 4" F.M. 93+00 l — — _` = — T�` M.N 4n F ` % ,' > 92+00--= _ �-r --� — op� Cha an o X 0 -- -- -- _(� m a Q1 Ex. 42 STM — — J. 97+0p RB aND 0 W � EX. STORM M.H. _ — — _ EX q2H �` = _ \' lV • pOD j� �. �� a z ate. w, — W PAVE s8 p EX. INLET�- Y��- EwaCK - -� ��I ti b ; Z - REM MENT r -�� -� UND - _ �, DEC - 2 19� -% " --,` OvE T }-P \ �� ER CONS �, (0 � ® 1 • mi W �' `r' EX. 12 F.M. _ �� E F -_ -� T.) ®I � i 24' INGRESS/EGRESS EASEMENT \�` - N� GUT T � - 9�-� � l Tl cF.' lll ` co 31 MAX SLOPE 2' 10' PAVEMENT 10' PAVEMENT 2' 3.1 MAX SLOPE ` <� -RE CEN 7 50 r(-)0.20 (-)020 > -�U �-Df-�IVE - - - 0�00 I. 101�00 102+00 2' CONC. VALLEY ' _ - -� CLRB (TYP) -; f , 6" (TYP) " - . - -_ 0 �++, 1 1/2" TYPES 1 A.C.S.C. - - -' 'i-� _ — - =T._ _ FILE CE 6" LIMEROCK OR COQUINA BASE, PRIMED (1) ONE LIFT COMPACTED TO 98% MAX DRY DENSITY PER AASHTO T-180 ' �273 12" STABILIZED SUBGRADE, COMPACTED TO 98% MAX DRY DENSITY PER AASHTO T-180V (LBR 40) Parcel 20a @ the Reserve (Castle Pines) TYPICAL ROAD SECTION _ - - Final Planned Unit Development Approval 'MEET 1 OF 1 N.T.S. t?7 �i 1 �t.rJwn IP-1-98 7.32;48 or) E go PROP. F.H. TYP. MIN. F. ELEV. �66\S?� (68 27.50 P1 71.92-s _ MIN. F . ELEV. 27.so MIN. F.F ELEV. Tc� � 27.50 PROP. 8" SAN_� gr i C3 ro' (P P. 00 Nsr I • PROP. LIFT STATION I \ � 0 10 20 40 80 120 SCALE: 1" = 40' a flt PO 20 THE RE ERVE, P. ■ i A PARCEL. OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST ST. LUCIE COUNTY, FLORIDA NOVEMBER, 1998 SHEET 2 OF 2 ,q; s LIFT STATION EASEMENT 0 (7 - �00 SEE DETAIL "A" h Z5,,\ UNPLATTED CURVE �I \ �\ o R=65.00' U.P.T.-6 6 LIMITS OF PLAT QO 26�' 32.00 Z A 380 6'47" 0,173 AC.+/- Ica `�c'•\ °��� / A.9 �,� 26.00 26 \6g.p0 u+ T =16.48' 2�� U 10 25 50 100 150 $� O 32.p4' N 78°05' �t E a,. W N= CD=31694'8'S2" & °,5ca�p� C� 32.Qp Z �-- �' `cr° 81 wO U! C44 '� 'Q\ 26. 26U40 ' ? J. m ' ® ` o "� 00' T8°02' 16" l C.1 a �� ��� s �\ \ 0 00, Q 32 S *00 LOT TIES LIME DIf�ECTION DISTANCE L1 N 11957'44" W 27,51' L2 N 11°57'44" W 27.30' L3 N 11*57'44* W 27,OV L4 N 11057*44" W 26.89, L5 $ 78°02' 16" W 30.90, L6 S 11°57'44" E 23.00' L7 S 11°57'44" E 23-W L 8 N 78002' 16" E 28.12' L9 S 11'57'44" E 31.70' L 10 S 77057'30" W 26.40' L 11 N 77"57'30" E 25.16' L12 S 77.57'30" W 26.46' L13 N 77°57'50" E 25.93' L14 S 77'S7'30" W 26.81' L 15 N 77057*30" E 25.16' L16 N 20e07'54" W 27.38' L 17 N 26°31' 18" W 29.52' L 18 N 03038'27" W 25.00' L 19 N 03°38'2T" W 25,00' L20 S 83°33' 11" W 23.91' L21 S 62°34'07" W 24.2 V SCALE: 1" = 50' �6.0_ 26oE 168 �' w Oo 2 °�''�' �� `� - -a II�rn p 6 Op r 50. v C24 'i r 32 N78°p5'S8„ a, 76 ��J w_ o �� 26p0, 26 00, wo G X, 9� \. °®5 -- " 3200 Z Z a ,�(7-si w �� 26 8., w �-2 07 fis0�8-�` 6 �`�' 0' 73 74 `�' oo' 32 s 7g°o�'S ! �" �a �bS�� .� 26 c�C' }6g.Q0 do 6, w \`.2 cr! Op, 3 L4 � � _ � � � � � �>5-t �J v1 tS 2 00' 26.00>05'„ E T1 o o "± ^ 0, 26 00 26 �" }0, U E - 'r w f 5-�°0 O u! r� �6 0 00 5 16 �- �►� 5 g3 \ -a �- rn � 0 �'. 26.Q0' \6g f L 13� }`�"�- 168.00 p4, �� "� ` \ © T,;\ U, `'`.,-+, 3200 Z Z m m gg �) 3200' ° 5'S8' W _ _ > 32 �4 _ • o 0 78 0 ° \fi E 26.00 S 00' 0 -�' 02 0' 26.00' \68 p0 m c0 Q 9, �) cam,► 32 00 3 f 819 � 6 N Ta 26.0 ° 93 cn ` `� y ` o 26 „ E rn m n 26 00 E• tZ ip 49 \0 U E. , 26.00' 26.00' 5 Orn`�'�� \ �° t3� 00 a2, pp' epg•58 m O AN(j 62520' 32.00 6' 33 v1 35 �, o cA 0• 32 N 78 6' 64 w r� 26 p0' g 00' V E 45' 193 1 ® W u! -•- �'i 26.0 ' " , �- S�EGRE }68.� 3200 1 30 c� 669 0 ? �' w �%' "' `z p4, 32 UO �g°pg'S8 i �- - ! IDS ` a 16 E 26.00' j �cn' ® o v! 1 1 m61 u, 25. S p0' 2A 1 78 0� 6 C0' �,�' ^ cJU \93 -� G,t- 1 L 7 N p0 2 ° �y, m O �, 32•DO W ran-) `�! OQ, 3` ' L2 r- ! �1 26. ', cr -� 00' crY > cD o U' �6.00' 26. o " 16" _ t 48 54 - 25 �0 > p0, 26.U0 a' ON 2T p t Q w 26 40' 26 1 m 66 9'3 }6g•p4 78 p2 t 16 1 34,' `-� ``4''o W r^ 26y0� 26.00' 168•OD �� a (V "' � 26.00 „ W ,-- � --� i G}`�__ � ° ^' }Fi' E 32 pU 1 cr� m c9 v u'. c^ CD 32.00 78°p5'S$ L33 G16 16• E r - N 78 0� 26.00' �' rn C) 24 �, 32 .rS Zg 02'}6 vwg3 M - - -- LIMITS OF PLAT tfj S 3 p0 N co 26 Go' ° .fl u! pp po' $ ° N L t ..--• � } ,_��� � _ r 60.0� - � 32 �0 � 26• 32• � � � � ` 0 L8 w 6 p0' 1 1 3 2 ' , �,____ �� N 78°z0 \2' E cn_ m o (2�1 W A 2 168. n g O m 20 `. � 26- 00' 6693 �-` r f 05-� -1 1 \g 6p.0A' 66.9-5 P rn s'C '' '�' 1 32.00 °02' - , '1 OSZ 1 0(17 - 0 UCH �' `s► �? ® 2� N g$ gA �$„ W c 3' ° ^6 p0' 32. 1 o p o ° ? 5 ` W 0) 1 78°05 _ o- z 66.9 �' p 4 fi T7 0' 7 S; S 6F,.93 N 32 °L6,�6.. W \16 v0 1 rn 5 66g3 23 z � \ ) o L 3 b .P 6 0 >>° �,, `�9 t \ �? `� S 78 i U.P.T.-2 s 3 , 2 S� "' P 66 g3' +'� 0.367 AC.+/- U.P.T.-5 '� _ 91 400 4 N 66�3' N 1 s F N �' UNPLATTED 4 F ° 1 t �, psi- 2 r- WATER MANAGEMENT TRACT-2 - 0.137 AC.+/- Q m P 15 m-L38---�` $tom U.P.T.-1 0.591 ACRES+/- 0.987 AC.+' - o� o0 66.93 r` m 'rn\ ;, 0 6693 % G/L }2' Off. C/L 1�' D.E. - --� C3 � 2 N 14 S 1}°57'44" \ �� N 03°47'20" W ' N 111.93' 2 -•1 57 C O, u, o I 137.' jT`Jj l�� m o 66.9-5m t, N 78°20' } 2" 1E N 86°21�33^ E t 16.Oo' I N UNPLATTED o �'', ' ` L1\ g3' - N 86-21'33" E 116.00' %yn6. - WATER MANAGEMENT TRACT-1 I i 6��,. Z Z W C_ 9N�}`�-N 78°20' 0.503 ACRES+/- ( Z o o \N un o f o 66 c�3 O.E. CURVE I o a, w w ; 41 tv 'w D yh 78°05S8 o w n G/L 12 E R=65.00' ° a� ,45 O OD CO w w w ' P S �? 13 13 30 I O o N w l?� E ,"' �J 0 77°5,7' F 2 =45 1 t 4 `bp" i 0 u, w y -4 LIMITS OF PLAT �o N 78°05,c�g" w L12 m t Z 66 g3' 9 N } }4.g9 y, Z A=51.27' 1 j W N _ s 0. t7� 66.93' N o �`� �2`�, / pG `'�. T=27.05' ' 12 �Jt QD �h ��2 0- `sue', CB=N 63°45'42" E 25.40' ° 3" E 116.00' �O �2 �'� 661, O `9�,? <y CD=49.95) j N 86 21 3 / 66.93' U+ cA 66 F N 86°21'33" E 116.00' _!L 1� ____ 94 ---- - %C 1 - ��t�l]a LEGEND: y o N ���' i11) / /Ze'GDO 2.00I I L 81-- - 14t.40' _ ___ --1 -- 109. -+- 52,05' �. S?s LL�7 ® o - , , g3, S 46,99' m 326.97, 66 g3 m ? D o \ �� 3 �, l 86 21'33" E ■ - PERMANENT REFERENCE MONUMENT, PLS #364 Co? s Od�,90 / 379.02' • - PERMANENT CONTROL POINT, PLS #3864 W 1 G23 _ 10 CO) \ O o / ° p 338 v . o o \ s 4 p 20.58' N 86 2V33 E_ __-- A - DELTA ANGLE �' n? o 2 6� 1�2• / R -RADIUS t[� o m 6� q3 ` N 713 \ \W A - ARC LENGTH M `r''� , 5 q3 �6� \\ \ �0° r / R=28.00' o O T -TANGENT LENGTH N w $2) oo ' ��� J °c,3'2"I E 2� \ 06 �sO �,`�� g A=107°20'46" ��, w � O �' �-' \ m T3 I', , �) -A=52.46' -U.P.T.-3 U.P.T.-4 ° Z AC. -ACRES Cp b 3' �,, OST-2 N 0, o� \ �;� z N C.B. - CHORD BEARING O o 669 W N ' ' t34 rn \ P2�' ,�o O NO° ry 0.107 AC.+f- C 0.228 AC.+/- ° �'�$" �' � %6 W 1 "o �, s R=52,0q' RE REATION TRACT Cn C.D. -CHORD DISTANCE 78 0' .o C 1 , a' o Q� �°� O O ur + -P D.E. -DRAINAGE EASEMENT 5 0 -4 rn �, \ \ /� �� L O �, w -� �9. A=17 20 46' 1.042 ACRE S /- L.A.E. - LIMITED ACCESS EASEMENT a N 78°05' L1 0 �; 6' O �9 8 "' `� (2 y Q ,� ,� 58 ° `� a� '�"�\'a/22% r'� ,ti�O�� i� A=15.74' _ L.B. -LANDSCAPE BUFFER 66.93 ,wv 1 w s 9 "' - hA 3� % �A p,'2 / a� ��� v 4t N 03°3 '27" W 1Tj �,(� L.M.E. - LAKE MAINTENANCE EASEMENT 03 51 �' , - `fly W N ��GZ`� J c�°0� �` a •/ p ,1 2t.9' N.R. -NOT RADIAL Qti o z \\6 00 D'3 �,N �/=52.00' D R=23.g0 25 L.S. N T.S. - NOT TO SCALE °� 0D 0 66' r� 7' E. / G2 - UO' // / }7.20,46" 0 34 �25'03" O.R.B. - OFFICIAL RECORD BOOK: �O 6' 0 73 5 � 9 8 i��c 3\ � A=15.74 . `A=13.8� - P.B. -PLAT BOOK �/� t0 Q s :-/ oo r? p n �`� N 5$> P�9i R,g9. �- ' / N p j° �'27` N; - LT �8 F,4' y PGS. -PAGES o •0 66.93, m �\ ss\ C2 t L 16 \ r'6° 2° \06 QO / 21.20' �, 39.53' P.L.S. -PROFESSIONAL LAND SURVEYOR o r ,a °p, �/�� ��i- 00'� \„ ,-� j 43.t8' 39 5 z ° 033„ W 380•�7 I \ �\ r P.R.M. - PERMANENT REFERENCE MONUMENT O t" N 49 o m \ 0 C22 13 5 ° 58 0 - o S 86 21 z �95 S.T. -SURVEY TIE U1 �` o o, 9� R' 6 �-� I 4 R=�3.00' T o 4 0 0 66 �3. �/; `g8 °36' 27" /�- - 283.4 3=i4°2s'o3" w LIMITS OF �-A P.0.8. I o `6° >*� TYP. - TYPICAL �° o c``'v a\ 8 8� ���J �l s 5 A A-3.82' oo �h �� -- qQ J 9' , U.E. - UTILITY EASEMENT W �? w o �`� �Q a 26 G - - 401� �0� 30a P.T. - POINT OF TANGENCY (n O N o � = �' �,. = 0' P.C. - POINT OF CURVATURE �► 66 g3' VE /`- , © �Q;.606' 8i.7`0___ o ;,, N 86 21'3� E I� P.R.C.. -POINT OF REVERSE CURVE ° 5g" `N =75.58' = �/ QQ c,URVE '� '�;p�o- --- - C C R� DRIVE 78 05 r - - 61°?�'44" E // Q p-- CEN CURVE DATA INGRESS -EGRESS EASEMENT CURVE RADIUS DELTA LENGTH C1 33.00' 9 °48'22" 53.45' C2 5.00' 90000'00" 7.85' C3 5.00, 90000,00" 7.85' C4 33.00' 85004'39" 49,00' C5 327.00' 33057'42" 193.83' C6 5.00' 100° 17' 12" 8.75' C7 5 00, 86020,03" 7.53' C8 33.00' 64*06*35" 36.92' C9 5.00' 98e20'17" 8.58' CIO 5.00' 95°58'45" 3.38' C11 53.00' 15°36'56" 14 44' C 12 5.00' 96651'06" 8.45' C 13 5.00' 90*00,00" 7.85' C 14 77,00' 24e4+6'50" 33.30' C 15 5,00, 90000,00" 7.85' C 16 5.00' 90°00'00" 7.85' C 17 33,00' 90°04'45" 51.88' C18 33.00' 89*55'15" 51,79' C19 5.00' 90"00'00" 7.85' C20 33.00' 34'51'32" 20.08' C21 5,00' 95°58'45" 8,38, C22 53.00' 57°46' 10" 53.44' C23 77.00' 1 45° 11'43" 60.74' LINE DATA INGRESS -EGRESS EASEMENT LINE DIRECTION DISTANCE L22 S 83*33'11" W 15.00, L23 N 83°33' 11" E 15.00, L24 S 40e24'31" E 14.55' L25 S 49°35'29" W 40.00' L26 N 40024'31" W 15.17' L27 N 40°24'31" W 14.70' L28 S 40624'31" E 14.74' L29 N 11°57'44" W 14.66' L30 S 11*57'44" E 15.00' L31 S 11°57'44" E 15.00, L32 N 11e57'44" W 15.00, L33 N 78°02' 16" E 10.37' L34 N 77°57'30" E 15.00' L35 S 43°05'58" W 14.74' �= 2 �00 x p DETAIL "A" LIFT STATION EASEMENT SCALE 1"=50' FINAL = % PLANNED UNIT DEVELOPMEN11 /- APPROVED DATE 12 BOARD OF COUNTY COMMISSION Chairm P.G.C. - POINT OF COMPOUND CURVE U.P.T.-1 5 ..8-5 V T=53.26 1 2 N.R. - NON RADIAL CD=W._56' /� CB=N 72050'03" E p" a (PROPOSED) O.S. - OPEN SPACE D.E - PRIVATE DRAINAGE EASEMENT R.O.W. - RIGHT OF WAY O.E. -OVERHANG EASEMENT R.P. -RADIUS POINT U.E. -UTILITY EASEMENT L.S.E. -LANDSCAPE EASEMENT MATCH LINE "A* 2 '1987 AC.+/- / 0. a Of Iry ° OF L- �- �00, � A�4 1 �9„ 63, CD=106.33, b --- 86°21'33" W 93.68 POINT OF CUSP MATCH LINE "A" UNPLATTED CURVE DATA DRAINAGE EASEMENTS CURVE RADIUS DELTA LENGTH C24 303.00' 01*32'20" 8.14, C25 303.00' 28e47'43" 152.28' C26 303.00' 06°21'30" 33.63' LINE DATA DRAINAGE EASEMENTS LINE DIRECTION DISTANCE L37 N 57.21'17" W 65.95' L38 N 88°33'58" W 58.95' L39 S 64°26'20" w 98.7 1 L40 S 11*57'44" E 93.34' L41 S 38°33'44" W 31.1 V ,I u I 1L=7°53'49" N ` ��= 2 L=124.95' r a`; 1 \ CR 4 ��� - i' 1998 CO rDE%1I ,'OPMENT y. F L \ S 89°48'46" W r 574.68' ago I � M' l N m cri THIS INSTRI�NT PREPARED BY L MICHAEL T. KOLODZIEJCZYK, P.S.M. 3864, STATE OF FLORIDA LAWSON, NOBLE AND WE88, INC. 27 ENGINEERS PLANNERS SURVEYORS , > 590 N.W. PEACOCK BOULEVARD, SUITE 9 PORT ST. LUCIE, FLORIDA Parcel 20a @ the Reserve (Castle Pines) SHEET 2 OF 2 Final Planned Unit Development Approval B273 C/ W63 C S47040'12"W 9.56' R=50.00' A=39032'05"-- , L=34.50' 002 2� z a S41 °05'40"W 115.50' N89°24'56"W 288.60' r 18P 20 SCALE: 1" = 150' R=200.00' A=84°32'47"-- °,� L=295.12' 4�. / �: *20P 16P 1'6P r/ Spa0 0� 6 18P j L O 1ja' �1, 1 � N - 20P 2 18P ti% �e 20F' 17F L/ 16P (n nyf292 h 1BP r `�8 S63°29' 1 1 "E 17P 1P LOP 16F� 2B 1�/ 19P 16P PHASE I ��� ti tii7P 64.79 6P o r „ S37 43 19 E 17P 18P* g2 S89012'40"W 584.53' 2�p // i 6 X1,41 L� /110 i rL02 Ile r v00 2� py 2�0 / N65p a N G �j A-) 10 R 97.42' , �00 17P 0� 17P Ya� t. Lyp v�/ 23 ��11 S30033' 12"E r/' 9 �° 17P ?=- 98.24' ,BP �� �� 4, �z 29Q a z�3 o' �y / 18P 6P 0�a S260 44, 45,> W F H. 66.68 1 SAIL S050433'01"E 21 A� 4 `�� • . 16F 5 S20° 12'04"E �� 16F ;� 29� 2�2 3 W61 ' z 4.33 9 �, - 1 00 B.M. 60D NAIL IN PINE Ca'�6''��i N ti FH 9b5 /J \ �6) ELEVATION = 31.39 CJ�� 4 �, \ pN raj S69° A� 6 y 45� �., L \ ` R=835.00 -. A=19°26'55" i / N L=283.43' rn B.M. RAILROAD SPIKE IN N6 �36a�' ELEVATION E 31.06 1 SURVEYOR'S REPORT: R=705.00' 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES LTD., L.P. - A=3°22'59" AND IS NOT ASSIGNABLE. L=41.63' 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT:> AND/OR RIGHTS -OF -WAY LEGEND: OF RECORD BY' THIS OFFICE. a = DELTA ANGLE P.O.C. - POINT OF COMMENCEMENT 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. A - ARC LENGTH P.P. = POWER, POLE B.M. = BENCH MARK P.R.M. - PERMANENT REFERENCE MONUMENT 4. DESCRIPTION FURNISHED BY CLIENT. CATV = CABLE TV PROP = PROPOSED C.B. =CATCH BASIN P.T. =POINT OF TANGENCY 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVE r C.B.S. - CONCRETE BLOCK & STUCCO P.U.E. = PRIVATE UTILITY EASEMENT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COI.tNT r CL = CENTERLINE R = RADIUS CONC. - CONCRETE RAD = RADIAL 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE COV. = COVERED RES = RESIDNCE D.E. - DRAINAGE EASEMENT R/W = RIGHT-OF-WAY REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. ELEV. - ELEVATION SSV = SANITARY SEWER VALVE E.O.P. = EDGE OF PAVEMENT S.B.T. - SOUTHERN BELL TELEPHONE INC., IN WRITING. EO W. = EDGE OF WATER S.F - SQUARE FEET 7. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF SECTION 27, TWP 36S. RGE 39E. F.F. = FINISHED FLOOR T.O.B. = TOP OF BANK FND. = FOUND TY'P. - TYPICAL WHICH BEARS N 00011'14" W AND ALL BEARINGS ARE RELATIVE THERETO. F.P.L = FLORIDA POWER & LIGHT U/C = UNDER CONSTRUCTION L.M.E. = LAKE MAINTENANCE EASEMENT U.E. = UTILITY EASEMENT g. BOUNDARY DIMENSIONS SHOWN FIELD MEASUREMENT UNLESS OTHERWISE M.H. = MANHOLE 0 - SET # 5 IRON ROD WITH CAP LB NO. 6674 NOTED. MEAS. = MEASURED 0 - FOUND #5 IRON ROD WITH CAP MOs = NOMONLWNT o SCALE 0 - FOUND PERMANENT REFERENCE MWJMENT 9. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP Z�' = SET P-K NAIL WITH DISK NO. LB 6674 N.G.V.D. - NATIONAL GEODETIC VERTICAL DATLJM A - FOUND P-K NAIL & TIN TAG PANEL NO. 120585-0275F N.R. = NOT RADIAL 0 = WATER SERVICES 10. IMPROVEMENTS IF ANY ARE AS SHOWN. O.E - OVERHANG EASEMENT p4 = VALVE O.R.B. - OFFICIAL RECORD BOOK SAN = SANITARY O/S - OFFSET ❑ = SET PERMANENT REFERENCE MONUMENT PRM 3864 11, ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. P.B. = PLAT BOOK P.C. = POINT OF CURVATURE O00 = EXISTING ELEVATION IN FEET 12. BASE BENCHMARK: F.G.E. 1420 - CORPS ENGINEERS BRONZE DISK SET IN TOP OF A 5-INCH ROUND POST P.C.P. = PERMANENT CONTROL POINT 0.00 > - PROPOSED ELEVATIONS IN FEET 5.0 FEET WEST OF C-24 CANAL RIGHT -OF --WAY, 1200 FEET +/-, NORTHWEST OF THE FLORIDA EAST P.D.E. = PRIVATE DRAINAGE EASEMENT - A = DRAINAGE FLOW INDICATOR COAST RAILWAY RIGHT-OF-WAY SECTION 29, TOWNSHIP 36 SOUTH RANGE 39 EAST, 136.5 FEET SOUTHEAST P.G.E. = PRIVAT€ GAS EASEMENT O.M.E. = OVERHANG MAINTENANCE EASEMENT P,K. = PARKER KALON NAIL W.V. = WATER VALVE OF POWER POLE NO. 57. ELEVATION = 22.59 P.O.B. = POINT OF BEGINNING I.Q.V. = IRRIGATION VALVE N.R. = NON -RADIAL t8^ = TREE TRLRVK DIAMETER 13. DATE OF FIELD SURVEY: OCTOBER 3, 1998 (BOUNDARY AND TOPOGRAPHIC SURVEY) P = PINE T REE CP = CABBAGE PALM 50' 50' 3:' 1 3: 27 26 34 35 LJ OE0 70 OO 11) L0 o LC) Z NOTES Q . PAVEMENT (WIDTH VARIES) WITH 2.0' CONCRETE VALLEY CURB Q -GRASS MEDIAN (�3 - EXISTING CURB INLET STORM DRAINAGE ® = EXISTING STORM DRAINAGE MANHOLE Q . BERM UNDER CONSTRUCTION FROM THIS LOCATION NORTHERLY IN VICINITY OF THE EASTERLY PROPERTY LINE (WIDTH ,HEIGHT & LOCATION VARY). ©= BERM UNDER CONSTRUCTION IN VICINITY OF THE EASTERLY PROPERTY LINE (WIDTH ,HEIGHT & LOCATION VARY). I FOR 50 SCALE TOPOGRAPHIC SURVEY SEE SHEET 2 OF 2 FOR BOUNDARY SURVEY, SEE DRAWING B273BS01. N.T.S. SITE DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 27,°TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE NORTH 00011'14" WEST, ALONG THE EAST LINE OF SAID SECTION 27, A DISTANCE OF 1892.39 FEET; THENCE SOUTH 89 48'46" WEST, A DISTANCE OF 574.68 FEET; THENCE NORTH 31044'36" WEST, A DISTANCE OF 116.27 FEET TO A POINT OF NON- R=950.00' RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE NORTH AND HAVING A RADIUS OF 906.59 FEET (THE RADIUS POINT OF SAID CURVE BEARS NORTH A=86°20'53" 1 1°32' 16" WEST FROM THIS POINT); THENCE WESTERLY, ALONG THE ARC OF SAID L=1431.70' CURVE, THRU A CENTRAL ANGLE OF 07 53'49" AN ARC DISTANCE OF 124.95 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 86°21'33" WEST, ALONG SAID LINE, A DISTANCE OF 93.68 FEET TO A POINT 617 CUSP (RADIAL) WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 1050.00 FEET, SAID CURVE ALSO BEING A PORTION OF THE EASTERLY RIGHT-OF-WAY LINE OF A PROPOSED 100 FOOT RIGHT-OF-WAY (COMMERCE CENTRE DRIVE); THENCE NORTH 03038'27" WEST, RADIAL TO SAID CURVE, A DISTANCE OF 100.00 FEET TO A POINT IN A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 950.00 FEET AND CONCENTRIC WITH SAID CURVE HAVING A RADIUS OF 1050.00 FEET, SAID POINT BEING THE POINT OF BEGINNING AND SAID CURVE HAVING A RADIUS OF 950.00 FEET, ALSO BEING A PORTION OF THE WESTERLY RIGHT-OF- WAY LINE OF SAID COMMERCE CENTRE DRIVE; THENCE TRAVERSING SAID RIGHT-OF-WAY BY THE FOLLOWING TWO COURSES_ 1. EASTERLY, NORTHEASTERLY AND NORTHERLY, ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 950.00 FEET, THRU A CENTRAL ANGLE OF 86020'53", AN ARC DISTANCE OF 1431.70 FEFT TO A POINT OF TANGENCY WITH A LINE; 2. NORTH 00000'40" EAST, ALONG SAID LINE, A DISTANCE OF 553.08 FEET; THENCE, DEPARTING SAID PROPOSED RIGHT-OF-WAY LINE, SOUTH 89012'40" WEST, A DISTANCE OF 584.53 FEET; TH1 NCE NORTH 38°12'42" WEST, A DISTANCE OF 416.89 FEET; THENCE SOUTH 47 40'12" WEST, A DISTANCE OF 9.56 FEET; THENCE SOUTH 41005'40" WEST, A DISTANCE OF 115.50 FEET; THENCE NORTH 89024'56" WEST, A DISTANCE OF 288.60 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 50.00 FEET; THENCE WESTERLY AND SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 39 32'05", AN ARC DISTANCE OF 34.50 FEET TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 51°02'59" WEST, ALONG SAID LINE, A DISTANCE OF 160.29 FEET; THENCE SOUTH 06026'49" EAST, A DISTANCE OF 862.59 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHERLY, SOUTHWESTERLY AND WESTERLY, ALONG THE ARC OF SAID CURVE, THRU A �1 CENTRAL ANGLE OF 84°32'47", AN ARC DISTANCE OF 295.12 FEET, TO A POINT OF TANGENCY WITH A LINE; THENCE SOUTH 78°05'58" WEST, ALONG SAID LINE, A DISTANCE OF 496.02 FEET; THENCE SOUTH 07°56'27" WEST, A DISTANCE OF 125.61 FEET; THENCE SOUTH 63°29'11" EAST, A DISTANCE OF 64.79 FEET; THENCE SOUTH �. 37°43'19" EAST, A DISTANCE OF 97.42 FEET- THENCE SOUTH 30°33'12" EAST, A DISTANCE OF 98.24 FEET; THENCE SOUTH 01°18'35" WEST, A DISTANCE OF 80.24 FEET; THENCE SOUTH 26°44'45" WEST, A DISTANCE OF 66.68 FEET; THENCE SOUTH 05043'01" EAST, A DISTANCE OF 72,96 FEET; THENCE SOUTH 20°12'04" EAST, A DISTANCE OF 94.33 FEET; THENCE SOUTH 69°46'46" WEST, A DISTANCE OF 349.67 FEET; THENCE SOUTH 26°28'21" EAST, A DISTANCE OF 23.61 FEET TO A POINT OF FINAL RADIAL INTERSECTION WITH A CURVE CONCAVE TO THE SOUTHEAST AND PLANNED Uf �� i DEVELOPMENT HAVING A RADIUS OF 705.00 FEET, SAID CURVE ALSO BEING A PORTION OF THE SAID PROPOSED WESTERLY RIGHT-OF-WAY LINE OF COMMERCE CENTRE DRIVE; APPROVED THENCE TRAVERSING SAID WESTERLY RIGHT-OF-WA'Y LINE BY THE FOLLOWING FOUR COURSES: I Z •- DATE -_---- OF COUNTY COMMISSION 1. NORTHEASTERLY, ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF BOARD 705.00 FEET, THRU A CENTRAL ANGLE OF 03°22'59", AN ARC DISTANCE OF 41.63 FEET TO A POINT OF TANGENCY WITH A LINE; 2. NORTH 66°54'38" EAST, ALONG SAID LINE, A DISTANCE OF 536.85 FEET TO A POINT OF CURVATURE WITH A CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 835.00; 3. NORTHEASTERLY AND EASTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 19026'55" AN ARC D ANCE OF 283.43 FEET TO A POIN OF TANGENCY WITH A LINE; 4. NORTH 86021'33" EAST, ALONG SA LIN ISTANCE OF 3, .87 FEET T!it POINT OF BEGINNING. CONTAINING 51.851 ACRES, MORE LES' tD J p W J � g� W V W W 2 Of O W 0- o (� rr- Q W W Q Idik 2 O ram-+ W • LLJ _j� (!) OD LC) 1 0 t_ C) = J m i- C 0 U ;, Cn Cr m LL_ 0P m N in E c '0 Cr')" O ;top-T �am0 c 0 W c .moo® a . ' `` a c J � J - N E � � a a ('j o CO uw CO z z 1 CO �,, 0 �r • j -o • 4) � ID U as .�.�4,/�) CID J O Q Yi O w a ®Z z (!3`m C m z • OW n v� J IMPROVEMENTS, IF ANY, ARE AS LOCATED 0 • • • • •� NOT VALID WITHOUT THE GNAT' iRE 41J THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED S . V _ OR AND PPER. fiS --- - 0417 MICHALL T. KOLODZ1f)j1ZM.- w 11-` FLORIDA REGISTRATf. *04 Parcel 20a @ the Reserve (Castle Pines) Final Planned Unit Development Approval T C ,