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HomeMy WebLinkAbout2002 - (#41) Preliminary Plat+�,3f 3, SOUTH MOON 10 RS� UNDER SUB. IWI COWER CIRM DRAINAGE R-O-II RS-10 N SEBASTIAN af HIGHLANDS �IV, y- At (ccu�, i�r air a4 LAKE ; IYs OR �•'-D t�lYl� R i '•.' p wKl�" "- ., a '•. t ttE�'I3-L#t! S • '� nY�. KA06ft AY 'Z5 ;aifY"AY s i '_<t, �=P iv��y ICKENS WE m , �j.N VIA * o rrw9R W ! gip' r CK t.AVF ,+ten �IS.PER'lV m 1 R O s" PAI %xS tJEHI' tc ` N FlS�NER tip E � : w '� � r• ,? 4 tt E fi g7 tsars a`W" fArapt : � :y -t` o 2 s a OtMSEY fS WItlBR w • CYN-E ' �.+ ! V p !$ � RI Y.,ER� VOCMEishe RUN �. t CNEI.IOCC MARE ORECT1 CiNS AAO� AYE - •+� I df 'E MAID *Ta^ W GOLLIE all`" aY CREEKtk Boor HARBOR ESTA A 1 ,18 OARE�M li uumm RUlllq R RQ r_ �E" � 13� AUTUMNTfR -- - P V > Av[- ia! O6 tr A MOV CI,�r '.- jcuter Lvo ,VC ! s uic EBA TIAI� „ :: e ttili"#(J' E , is�aeeir v Jyp� . ro mG�}9,Ar • �v . GREENS s t fAiS CT . ,9 -BAN .�7��v� • a •ter. � 4 nq� 3,. � t �� �.,.,�*�' .� - It Fire [ K _ h will DAYMA. 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I . of. a - --- . ki .Sl'8lS M .9s.OZ.00 S - ----- ---- - ----- F- ,;.�_= -- - ----- ----- -.-.- --------�.85'£s9Z==3 .ZS,80.00 N------------------ ------.----------------- ------------ ---- - - - - - - - -- - - - - - - ,r• _ayo °y... ° a4o�3� o °� ° II - - - -yam-: ,8£'66l a - a - a a a c POINT OF BEGINNING `I°-�-- °1I° °y° 40 � a4° °4° ayo� - ayo a J, M .Zs.80.0 S OF THE +n .A. `` •.: °y° . ayo , NORTHWEST CORNERFLOOD ZONE `�.. .*� . w w cc NORTHEAST 1 4 OF 24.30' TO UTILITY LINE f10' WIDEN CENTER LINE OF NO BASE FLOOD DIRT ROAD SECTION 18-31-39 f ( *� DESCRIPTION: SECTION 18-31-39 ELEVATION DETERMINED) f ✓ "o .I z � z ACREAGE: O F Z ,,,. -.. - i p Z U FOUND 5 8 REBAR &CAP SURVEYORS GPS NOTES � » � "THE. WEST 1/2 OF THE NE 1/4 OF SECTION 18, TOWNSHIP 31 NORTH 33 ACRES OF THE 1/2 OF THE NE i/4: 33.00 ACRES n �,� U o U 3435 1 SOUTH. RANGE, 39 EAST INDIAN RIVER COUNTY, FLORIDA, LESS ►'� STAMPED RLS S W 1/2 OF THE NE 1/4 LESS THE NORTH 33 ACRES. 47.91 ACRES p w 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) AND EXCEPT THE NORTH 33 ACRES !AS CONVEYED TO BR1AN TOTAL. 80.91 ACRES F- O WW F- ^ W N UAL FRE ENCY LEICA GPs RECEIVERS DAVIS IN OFFICIAL RECORDS BOOK 857, PAGE 2329, PUBLIC f� w M 9. HORIZONTAL COORDINATE VALUES AND THE BEARINGS SHOWN HEREON ARE BASED 2. G.P.S. RECEIVER TYPE. TWO (2) D QU OF 1990 NAD 83 90 ONE 1 SR 399 E 9 CHANNEL Lt do L2 RECORDS OF INDIAN RIVER COUNTY, FLORIDA.' z O n p rn r UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT ( / ) ONE �1; SR 9500 12 CHANNEL (L1 do L2� O Z N rn AND PROJECTED IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE t901). CERTIFIED TO: . O 0- Ij Lo Lo DIMENSIONS SHOWN HEREON ARE DISPLAYED IN U.S. SURVEY FEET. TOGETHER WITH RIGHTS OF INGRESS AND EGRESS AS GRANTED . 3. GPS RTK MEASUREMENTS WERE OBSERVED FEBRUARY 26, 2002. TWO LEICA DUAL FREQUENCY CPS v 3 w � 04 • RECEIVERS EQUIPPED MATH RT-SKI REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. IN EASEMENT BY INDIAN RIVER COUNTY, A POLITICAL SUBDIVISION LAUREL HOMES., SURVEYORS NOTES 10. THE EXPECTED USE OF THE LAND, AS CLASSIFIED BY THE MINIMUM TECHNICAL ( ES., INC. a X ih Z w STANDARDS siG17-6, F.A C.) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY TYPICALLY A BASE RECEIVER (SR9500) IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE ROVING OF THE STATE OF FLORIDA, AS RECORDED IN OFFICIAL RECORDS A FLORIDA CORPORATION . 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7500. THE MEASUREMENTS RECEIVER (SR399E) LOCATE EXISTING MONUMENTATION AND IMPROVEMENTS THROUGHOUT THE PROJECT AREA. BOOK 1322, PAGE 1226, PUBLIC RECORDS OF INDIAN RIVER ! w LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR AND CALCULATIONS OF THE CLOSED GEOMETRIC FIGURE WERE FOUND TO EXCEED REAL-TIME COORDINATE COMPUTATIONS AND, PRECISION INFORMATION ARE DETERMINED VIA RADIO LINK WITH - COUNTY, FLORIDA. » ' 0 o p INFORMATIONAL PURPOSES ONLY AND IS NOT VAUD. THIS ACCURACY REQUIREMENT. THE BASE STATION AND RECORDED 1N LEICA S CONTROLLERS (CR344). HARBOR FEDERAL SAVINGS BANK, ITS m Z �p AND SUCCESSORS AND/OR ASSIGNS AS .. M o 2. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS FIRM OR SURVEYOR FOR OOKS AND OFFTdAL RECORDS BOOKS 4. THE HORIZONTAL TARGET ACCURACY FOR COORDINATES SHOWN HEREON ESTABLISHED WITH THE GLOBAL I THEIR INTERESTS MAY APPEAR ° . EASEMENTS, RESERVATIONS, ABANDONMENTS, RESTRICTIONS AND/OR RIGHTS -OF -WAY. 11. ALL REFERENCES TO PLAT BOOKS, GEED B . ARE RECORDED IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA POSITIONING SYSTEM (GPS) IS t 0.1 FEEL 'THE NORTH 33 ACRES OF THE WEST 112 (HALF) OF THE U w v TED PER UNLESS OTHERWISE STATED. NORTHEAST 114 (QUARTER) OF SECTION 18, TOWNSHIP 31 COLLINS, BROWN, CALDWELL, SARKETT & 3. NO FOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN FIELD LOCA GPS CONTROL POINT NOTES. THIS SURVEY, UNLESS OTHERWISE NOTED. 12. UNLESS A DIFFERENCE 1S SHOWN, MEASURED VALUES AND DEED VALUES ARE THE SAME SOUTH, RANGE 39 EAST, MORE PARTICULARLY DESCRIBED AS, GARAVAGLIA, CHARTERED (50.00',0) - DEED DATUM, OTHER VALUES SHOWN ARE AS CALCULATED OR OBSERVED. DESIGNATION - GPS 107 BEGIN AT THE NORTHWEST CORNER IOF THE NORTHEAST QUARTER ' : 4. FLOOD ZONES AS SHOWN PER FLOOD INSURANCE RATE MAP NUMBER 120123, PANEL PID - AH5700 OF SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, `THENCE COMMONWEALTH LAND TITLE INSURANCE t I 0079, SUFFIX F. MAP INDEX DATED JUNE 30, 1999. 13. THIS SURVEY DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP. STATE/COUNTY FL/INDIAN RIVER RUN NORTH 89 17' 00» SECONDS EAST ALONG THE NORTH LINE COMPANY f usGS QUAD - sEensTIAN (lsso) 9 FEE OF SAID SECTION ALSO BEING THE SOUTH LINE OF SOUTH MOON f 5. A TITLE COMMITMENT PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY 14. FLORIDA POWER AND LIGHT EASEMENT RECORDED IN MISCELLANEOUS BOOK 1, PAGE 298 SPC FL E: NORTHING�1.253,055.72 EASTING 821828.3 ( T) COMMITMENT NUMBER 00-0029210 EFFECTIVE DATE: FEBRUARY 7, 2002 AT &A.M. REFERENCES THE LOCATION TO THE -SEBASTIAN-FT. PIERCE COUNTY HIGHWAY. AFTER NAD 83 (1990): 27'4647.25430' (N) 80.2916.05583 (W) UNDER SUBDIVISION RECORDED IN PLAT BOOK 11, PAGE 52, ' u _ WAS FURNISHED TO THIS FIRM. RESEARCH, NO TITLE INFORMATION WAS RECOVERED DESCRIBING THE WIDTH OF SAID ELLIPSOID HEIGHT: (-)21.47 METERS 1,329.11 FEET TO A POINT, THENCE SOUTH 0'O1' 38 EAST 14 EASEMENT OR DELINEATING THE LOCATION OF SAID HIGHWAY. SURVEYOR NOTES AN DESCRIPTION: 1,081.41 FEET TO A POINT, THENCE SOUTH 89'1T00 WEST F�l6. DESCRIPTION SHOWN PER TITLE COMMITMENT LISTED ABOVE. POURED IN PLACE CONCRETE MONUMENT WITH SURVEY DISK STAMPED GPS 107 1998". LOCATED f80 FEET . EXISTING UNIMPROVED 10� NADE DIRT ROAD RUNNING ALONG THE WESTERLY BOUNDARY SOUTHEAST OF THE APPROXIMATE CENTERLINE OF ROSEBUD TERRACE, 2T SOUTHWEST OF THE APPROXIMATE AND PARALLEL WITH THE NORTH LINE 1,329.63 FEET TO A» POINT, LINE. THIS UNIMPROVED DIRT ROAD IS IN THE APPROXIMATE LOCATION OF THE NOW CENTERLINE OF BARBER ST., 1.5 SOUTHWEST OF A CONCRETE SIDEWALK AND 1.0' NORTHEAST OF A THENCE ALONG THE CENTER SECTION LINE NORTH 0'00'00, ). 7. THE AVAILABILITY OF MUNICIPAL WATER do SEWER WAS NOT DETERMINED. VACATED 'SEBASTIAN-FT. PIERCE COUNTY HIGHWAY AS STATED AND DOCUMENTED BY » THE INDIAN RIVER COUNTY HISTORIAN, RUTH STANBRIDGE. CARSONITE WITNESS POST. (f1.38 MILES SOUTHWEST OF SOUTHEAST PROPERTY CORNER). EAST 1,081.41 FEET TO THE POINT AND PLACE OF BEGINNING. I r 8. THE BOUNDARY SURVEY FIELD WORK WAS COMPLETED FEBRUARY 26, 2002. I �I m A jj N 0, R E V I S I E N DATE DATE1 FEBRUARY 2ooz O M E S I N C. PRo.L No. o2=12E %% TES 1NC. LAUREL RESERVE SHEET I ADD CERTIFICATIONS RNH 3-5-02 LAUREL H , VARTER ASSOCIA Z DRAWN BY, RNH Serving FIOTl(18 A A°Drn°NAL UTILITY Loc"TES 3-,4-02 3201 "CARDINAL DRIVE APPD, BY, FSc CONSULTING ENGINEERS AND LAND SURVEYORS a REVISED PER ATTORNEYS COMMENTS 7 4 VERO BEACH, FLORIDA 32963: S-1 DRAW. NO. E-1169-02 1708 21 st STREET VERO BEACH FL 32960 Since 1911 FRANK s, cuccuRESE, P. S. M, 4765 DATE o FILENAMEi SURVEY. DWG I' CARTER ASSOCIATES, INC. L. B. 205 , 34-4106 , 561 562-4191 FAX. 561 '562-7180 c 2002 b CAI 5 (561) 2 F. B. NO,` 613 PG. Na O Y CITY OF SEBASTIAN, FLORIDA 6 C4 s ,. 3 i Lii I, LIJ ry_j� W LEGEND WOOD UTILITY POLE Z ANCHOR :. r_ . 0 CONCRETE UTILITY POLE I -*he- OVERHEAD UTILITIES Ilt 0 * OUTDOOR LIGHT Z 0- 0 CHAIN LINK FENCE Y _r___""'- oc EXISTING DITCH ® FLOW WELL _ U - - - - EXISTING DIRT ROAD W +22Q SPOT ELEVATION I Im TBM -TEMPORARY BENCHMARK LOCATION %_ 0 TEST BORE LOCATION ADS ADVANCED DRAINAGE SYSTEMS (PIPE) Q cmp CORRUGATED METAL PIPE h•I :TRIG I 0 IT411112T/A r,eq1_wm% wmop� m _ww im o I o o +' F , N m U oMMI=Q: Q Q U10 U U U U U U U U U U U U U U U U U U U U U U Y Y Y Y Y Y U O a z-9 Q:Q:Mm����aaado n o a o oaf 0�t17M�nn�00)OOr y'-nM�ORMOD00otD0CD07CROptDtAntOr-nCONM-nTCRMLO Nd n�pNtD•-ONONO100�t0 I V Z>: F_ Q � WNCV► N ,*.*0nI' N N N N N N MNtM�i�NN�tMCVNrilcVpjMM�j4cVCVMMM�i N N N N N N N N N N N NIN N N N N N N N N N ��� Y= m N c .9P, � .- NpMn�to00nM�Mt001nMNNNNN�•-r-r Mr�naoo�on N � � O � M r- i O o tDl� No •-tAnO1MN0 N oorn n 0 •CL N N m 0 W 0&NNN��Od wNninlA�OMp000000to,tNpt000to1A11)01AI1�11�1A0 •to0� q;L6-:4LVl+jcp- MNNtDGfOp •1MtV�O0i100N �MIMt�MNINNNNNNtnNO'*Oto 0w)4?na;1`1�f�000i t ON.*1A QQ 0_ H N mfnN OnOnI,,f o00ooOoop00000o°n°^nr�nnnnnnnnnnnooaoa000 0 Of NNNNNNNNN00OD m o0 m 00 00 00 00 NNINONOONOONOONONONOIOON000000�000000p0 OD 0o ao C=� a m 00 00 OD O0 m 10D 1 o0� �MOOtAN1r70�MO�00Nd�O�D•-tONNtDMtp•-McOtAN00�OtON tDtOr- nn1�Op1A0 ItAtOdO)11nto�M00�r- MMt0n000 �00=) Ne�D_!Y MI1714 14c; 616McVC-i I rnaiti7Mlh��dl+jc_VCV1'MtVtVtV.=I- - Q• .90 - + 01*.t�1�nntDl��n�nnn�nt�t�l��l1�1�1�11L0 d-t00N�1AIANINNNOO m000tpItDtOnOft0t0tDtD Nr-1*NO°OtO��OcO.tD�t t0 N �NNNN���t1)lnj10 0tn��,-'t�I-4• to ���� mmo0mmm •tom 0 2 Q 0 m � Y Z• ZNNNNNNNNNNNNNN�.-.-•-�Ir-.N-.N-•-•-Ir'•-..N-��N�I� �1i7t[71n1nIM1n1Al�1nNlnt�MiANNNNN 1 m W Q a >.0_mp X M uJ W Z .-NMd tntDn000)M�tn00 �N0911n 0000 p O d n stNN.-pNMM���NM�tAtD 00 0 N N NMdlntOn��.-'.-�� N N N N N N O p 0 0 0 0 Q I- m W f~n p O_ J y -t -�.-r- .--NNNNNN t.,mt.,,,11 Q N J 1- Z < t1 11 z mcD000nIN mMNNNr-1A lot 00n MMtOn000f�.-7L0'D.-r-NNNNNNMMMMMM Ord tntD000)IO-NM�t11)Or-N17dtA c� (1 n m<0.:,c . .. :. I . 1 0 1 CONTROL POINTS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 50 100 00 I ` ! T' 4. * POINT + I' I GPS VERTICAL CONTROL NOTES: (IN FEET ) . I Y ©a . 1 DESIGNATION - D 200 I ... -•- o �` ~- •,. „� ,. "''r `* 1 PID - AF3462 '-. I STATE/COUNTY - L/INDIA RIVER 1 inch = 100 ft. I N � j •► Q rn USGS QUAD SEB ( ) . . .' Y. ow"""' . m F m PUBLISHED ELEVATION _ NAVD 88, 16.30 FEET . ,,;' . •..r ,,,, ,..• . o..r , � r . s : PUBLISHED ELEVATION NGVD 29, 17.74 FEET -t `' .- A o. Y r ', DESCRIPTION: BENCH MARK DISK SET IN TOP OF I "D " J 0 0 CONCRETE MONUMENT STAMPED 200 1960 f, 'y ! Q � 04 I S2 . . GRID NORTH ..� ' . o m !"e '1.. . +�y + , i THE BENCHMARKS ESTABLISHED HEREON WERE BASED ON A CLOSED LEVEL LOOP AND . Y o) �, �' I W j <D I .+ . ( I ARE DISPLAYED IN U.S. SURVEY FEET, REFERENCED TO THE NATIONAL GEODETIC VERTICAL I 0- U Q to N . ' 4 I DATUM OF 1929 (NGVD 1929). j A• s* '� f . .. Y "ItLL_ F- �, *I . .1 . 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LB 205 (TBM #17) 'o 77i/S SURVEY CONSISTS OF TWO (2) SHEETS AND IS m ELEVATION: ( ) w NOT COMPLETE WITHOUT BOTH SHEETS SEE SHEET sue. ELEVATION: 23.68' (NGVD 1929) -H o I 1 OF 2 FOR BOUNDARY SURVEY AND CER77FlCA77ON N 11, REVISION DATEATEi FEBRUARY 2002 I LAUREL HOMES,INCARTER ASS0CIA TES.,INC: LAUREL_ RESERVE SHEET 1 INC.. PRDJ. NO. ' 02-12E DRAWN BY, RNH G NEERS AND LAND SURVEYORS -1 AServing Florida TOPOGRAPHIC SURVEY z 3201 CARDINAL DRIVE APPD. BY, FSC CONSULTING EN A DRAW. NO. E-1169-02 VERO BEACH FL 32960 S1IICe 1911 FRANK S. CUCCURESE, P. S. M. 4765 DATE 4 VERO BEACH, FLORIDA 32963 1708 21 st STREET, CARTER ASSDCIATES, INC. L. B. 205 s -- FILENAME, SURVEY. DWG , (561) 234-4106 ' 561-562-4191 FAX: 561-562-7180 © 2002 by CAI CITY OF SEBASTIAN 6 F, B. NO. 613 PG. NO. 77 , FLORIDA 0 m 1i . 3 tii CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C1 33.79 47.00 41 *11'47* 33.07 S26'39'02"E C2 27.03 47.00 32'56'44" 26.65 S10'25'14"W C3 89.49 135.00 37'58'45" 87.86 N18'49'04"E C4 118.09 125.00 54'07'49" 113.75 N001019"W C5 89.49 135.00 37'58'45" 87.86 N19'09'42"W CIS 27.03 47.00 32'56'44" 26.65 S10'45'52"E 07 33.79 47.00 4111'47" 33.07 S26'18'24"W C8 33.79 47.00 41.11'47" 33.07 N67'30'11"E C9 27.03 47.00 32'56'44" 26.65 S7525'34"E C10 99.27 135.00 42'07'58" 97.05 N69'06'20"W C11 136.22 125.00 62*26'14" 129.58 S8949'41 "W C12 99.27 135.00 42'07'58" 97.05 S68'45'42"W C13 27.03 47.00 32'56'44" 26.65 N75'04'56"E C14 33.79 47.00 4111'47" 33.07 S67'50'49"E C15 33.79 47.00 4111'47" 33.07 N26'39'02"W C1 61 27.03 47.00 3256'44" 26.65 N10'25'14"E C17 89.49 135.00 37'58'45" 87.86 S1849'04"W C18 118.09 125.00 54'07'49" 113.75 S001O'19"E C19 89.49 135.00 37'58'45" 87.86 S19'09'42"E C20 27.03 47.00 32'56'44" 26.65 N10'45'52"W C21 33.79 47.00 4111'47" 33.07 N26'18'24"E C22 33.79 47.00 4111'47" 33.07 S67'30'11 "W C23 27.03 47.00 3256'44" 26.65 N75'25'34"W C24 41.08 135.00 17'26'00" 40.92 S56'45'21 "E C25 14.22 125.00 6 31'10" 14.221 S6212'47"E C26 53.99 47.00 6549'23" 51.07 N32'33'40"W C27 42.51 37.00 65'49'23" 40.21 N32'33'40"W C28 53.06 47.00 64'40'52" 50.29 S32'41'28"W C29 41.77 37.00 64.40'52" 39.59 S32'41'28"W C30 14.01 125.00 625'20" 14.00 N61'49'14"E C31 40.85 135.00 17'20'11" 40.69 N56'21'49"E C32 27.03 47.00 3256'44" 26.65 S75'04'56"W C33 33.79 47.00 4111'47" 33.07 N67'50'49"W C341 164.33 100.00 94'09'13" 146.45 N00'1O'19"W C351 123.25 75.00 94'09'13" 109.84 N00'1O'19"W CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C36 149.83 100.00 85'50'47" 136.20 S89'49'41 "W C37 112.37 75.00 85'50'47" 102.15 S89'49'41"W C38 164.33 100.00 94'09'13" 146.45 S00'1O'19"E C39 123.25 75.00 94'09'13* 109.841 S001019"E C40 75.56 100.00 43*17'33" 73.78 S68'53'42"E C41 112.37 75.00 8550'47" 102.15 N89'49'41 "E C421 74.27 100.00 42*33'14" 72.58 N68'10'54"E C43 33.79 47.00 4111'47" 33.07 N6527'38'E C44 27.03 47.00 32'56'44" 26.65 S77'28'07"E C45 36.39 135.00 15'26'36" 36.28 N57'48'12"W C46 9.88 125.00 4'31'46" 9.88 N63'15'38"W C47 54.04 47.00 6552'32" 51.11 S32'35'14"E C48 42.54 37.00 65'52'32" 40.24 S32'35'14"E C49 53.01 47.00 64'37'41" 50.25 N32'39'52"E C50 41.74 37.00 64'37'41" 39.56 N32'39'52"E C51 9.57 125.00 423'07" 9.57 S62'47'09"W C52 36.05 135.00 1517'58* 35.94 S57'19'44"W C53 27.03 47.00 32'56'44" 26.65 N77'03'58"E C54 33.79 47.00 4111'47" 33.07 S65'51'47"E C55 33.79 47.00 4111'47" 33.07 N24'40'00"W C56 27.03 47.00 32'56'44" 26.65 N12'24'16"E C57 94.23 135.00 39'59'33" 92.33 S19'47'42"W C58 126.88 125.00 58'09'24" 121.50 S0012'05"E C59 94.23 135.00 39'59'33" 92.33 S20'11'51 "E C60 27.03 47.00 3256'44" 26.65 N12'48'25"W C61 33.79 47.00 41*11'47" 33.07 N24'15'51"E C62 33.79 47.00 41*11'47" 33.07 S65'27'38"W C63 27.03 47.00 32'56'44" 26.65 N7728.07"W C64 94.53 135.00 40'07'10" 92.61 S70'08'29"E C65 127.43 125.00 58'24'39" 121.99 N89'47'55"E C66 94.53 135.00 40*07'10" 92.61 N69'44'20"E C67 27.03 47.00 3256'44" 26.65 S77'03'58"W C68 33.79 47.00 41*11'47" 33.07 N65'51'47"W C69 33.79 47.00 4111'47* 33.07 S24'40'00"E C70 27.031 47.00 32'56'44" 26.65 S1224'16"W CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C71 94.23 135.00 3959'33" 92.33 N19'47'42"E C72 126.88 125.00 58'09'24" 121.50 N00'12'05"W C73 94.23 135.00 3959'33" 92.33 N20'11'51"W C74 27.03 47.00 32'56'44" 26.65 S12'48'25"E C75 33.79 47.00 4111'47* 33.07 S24'15'51 "W C76 79.17 100.00 45'21'33" 77.12 N6756'40"W C77 117.64 75.00 8952'23" 105.95 S89'47'55"W C78 77.69 100.00 44'30'50" 75.75 S67'07'09"W C79 157.30 100.00 90'07'37" 141.58 S00'12'05"E C80 117.98 75.00 90'07'37" 106.18 S00'12'05"E C81 156.86 100.00 89'52'23" 141.26 N8947'55"E C82 117.64 75.00 89'52'23" 105.95 N8947'55"E C83 157.30 100.00 90'07'37" 141.58 N00'12'05"W C84 117.98 75.00 90'07'37" 106.18 N00'12'05"W C85 22.64 25.00 51'52'55" 21.87 S71 *12'21 "E C86 50.71 56.00 51'52'55" 48.99 N71'12'21"W C87 87.96 56.00 90100'00" 79.20 N00'15'53"W C88 87.96 56.00 90100'00" 79.20 N89'44'07"E C89 50.71 56.00 51'52'55" 48.99 S1919'26"E C90 22.64 25.00 51'52'55" 21.87 N19-19'26"W C91 22.64 25.00 51'52'55" 21.87 S18'55'17"W C92 50.71 56.00 51'52'55" 48.99 N1855'17"E C93 87.96 56.00 90'00'00" 79.20 N89'51'44"E C94 87.96 56.00 90100'00" 79.20 S00'08'16"E C95 50.71 56.00 51'52'55" 48.99 S70'48'12"W C96 22.64 25.00 51'52'55" 21.87 N70'48'12"E C97 22.64 25.00 51'52'55" 21.87 N71'12'21"W C98 50.71 56.00 51'52'55" 48.99 S71'12.21 "E C99 87.96 56.00 90'00100" 79.20 S0015'53"E C100 87.96 56.00 90ro0'00" 79.20 S89.44'07"W C101 50.71 56.00 51'52'55" 48.99 N19'19'26"W C1 021 22.64 25.00 51'52'55" 21.87 S1919'26"E C103 22.64 25.00 51'52'55" 21.87 S20'57'50"W C104 50.71 56.00 51'52'55" 48.99 N20'57'50"E _C105 87.96 56.00 90'00'00" 79.20 S88'05'43"E 16TV ' M S00*13'17"_Vyv / ^ 78.85 161 I J" >cc -CO wl 1 �RC% OD" LLj WiT 9=- Z, 71 I 1� In C, 1N 'i �n C ` 1 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C106 87.96 56.00 90*00,00" 79.20 S01'54'17"W C107 50.71 56.00 51'52'55" 48.99 S72'50'45"W C108 22.64 25.00 51'52'55" 21.87 N72'50'45"E C109 22.64 25.00 51'52'55" 21.87 N73'11'23"W Clio 50.71 56.00 51'52'55" 48.99 S73'11'23"E C111 87.96 56.00 90'00'00" 79.20 S02'14'55"E C112 87.96 56.00 90*00,00" 79.20 S8745'05"W C113 50.71 56.00 51'52'55" 48.99 N2118'28"W C1141 22.64 25.00 51'52'55" 21.87 S21'18'28"E C1151 22.64 25.00 51'52'55" 21.87 N20'57'50"E C116 50.71 56.00 51'52'55" 48.99 S20'57'50"W C117 87.96 56.00 90.00'00" 79.20 N88'05'43"W C118 87.96 56.00 90'00'00" 79.20 N01'54'17"E C119 50.71 56.00 51'52'55" 48.99 N72'50'45"E C120 22.64 25.00 51'52'55" 21.87 S72'50'45"W C1 211 40.19 50.00 46'03'20" 39.12 N24'13'15"W C122 40.19 50.00 46'03'20" 39.12 N21'50'04"E C123 41.021 89.46 26*16'18* 40.66 N76'20'28"E C124 114.37 249.46 26*16'06" 113.37 S76'20'22"W C125 102.36 120.00 48'52'24" 99.28 N66'05'10"W C126 49.66 435.64 631'51" 49.63 N83'55'30"W C127 63.35 40.00 90'44'32" 56.93 N45'09'06"W C1 281 77.69 169.46 26-16'03"1 77.01 S76'20'36"W C1 291 77.69 169.46 26-16'03"1 77.01 N76'20'36"E GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET ) 1 inch = 100 it HJUION Z �ISTING ACCESS EASEMENT w' N WI i T� 00� d wl ash 1 (� • u-) 1 W N (00 •p WN �I� �lU) 0c)fN 20' UTILITY EASEMENT y 1 I y (O.R. 1322, PG. 1214+) l P.R.M. S00'09'39"W S00'09'39"W S0o'09'39"W 8 S00109'39"w So0'09'39"W So0.09'39"W P.R.M. 15' DRAINAGE EASM'T ----- .i ------ ------ �'. r--------- NI R, 85 oo ° 96 cy hCK js3s�o 28,679 SF ,y0�0° •�°' ►�O t�O SO �'�• / % r:a �o STORMWATER ya ° 23,870 SF ,sl. ,' I ;I \oF ��. 26 404 SF .Opp O° S •O ,ti 27,727 SF 5 ►�� , s -- , r ° s, � I \. \\ � � � V. . STORM WATER ° � I ►� i \ 00 z� ,y--- , t TRACT '6' ° o° 11 cs� �1 c„8 n86 °o , I t0.Ate, '1' p. W 25080 SF \ •° 103,313 SF 1 O' ,. �', o°, TRACT 0 \ LINE TABLE LINE LENGTH BEARING L1 32.33 N46'54'17"E L2 32.33 S47'14'55"E L3 17.80 S47'14'55"E L4 17.80 S46'54'17"W L5 32.33 S46'54'17"W L6 32.33 N4714'55"W L7 17.80 N4714'55"W L8 17.80 N46'54'17"E L9 50.13 N46'54'17"E L10 50.13 "S47'14'55"E L111 50.13 S46'54'17"W L12 50.13 N47'14'55"W L13 24.78 N45'15'53"W L14 24.78 N44'51'44"E L15 25.22 N44'51'44"E L16 25.22 S45'15'53"E Ll 71 24.78 S4515'53"E L18 24.78 S44'51'44"W L19 25.22 S44'51'44"W L20 25.22 N45'15'53"W L21 50.00 N45'15'53"W L22 50.00 N44'51'44"E L231 50.00 S45'15'53"E L24 50.00 S44'51'44"W L25 29.47 S44'51'44"W L26 23.32 S45'15'53"E L27 22.64 S45'15'53"E L28 16.54 S44'51'44"W L29 17.60 S44'51'44"W L30 23.19 S45'15'53"E L31 33.36 N46'54'17"E L32 26.49 N46'54'17"E L33 15.66 N47'14'55"W L34 39.44 N47'14'55"W L35 5.45 N4714'55"W L36 32.34 N46'54'17"E L37 25.28 N46'54'17"E L38 25.28 N47'14'55"W L39 27.43 N47*14'55"W L40 34.65 S44'51'44"W L41 14.26 S44'51'44"W L42 13.99 S45'15'53"E L43 16.37 S45'15'53"E L44 11.31 S45'15'53"E L45 11.31 N4654'17"E L46 9.67 N4654'17"E L47 13.77 N46'54'17"E L481 13.54 N4714'55"W L491 12.64 N47'14'55"W z _ a 1 J O \ O- ' ►�'20,459 SF .. , D.E \ pc ° O ly '� �Q 18 863 SF r \ i rJ \118,863 SF pp A- O 20.000 SF / ! 20,459 SF 20,000 SF O !v Q \\\ 10' OQ © , /!/ d \\ Cr/!/!. \\\\ O I 00 I 13 N I z a 1 Q, 84 I O , ! D E 0 49 \ \ \�° „9,as8 SF �� . \ ` • , Q• ' 1 I O Ltl 1 I \ s O• o o o \\ , rI p O o 3 0 o� s Q �/ ,1\ 94 d v ° �; ,0 o• 10 n ! N 6' 87 ' 1�. • ' /'/'� 'O pc \\ O 27.652 Sr 1 , Z Q, \ \ ,0 \ \ o / N p \ / o_ O o �1 O D.E. O- g 1 1 J1 1 �. D.E. 00, �. ,`Q h0 O z I �� % ° 20000 SF 0 B I as1 1 C 20,000 SF / �� C� Q°`\\ 20,000 SF .'� Dc/ O� ��• a'I •'� / O' o° \\ 20,000 SF ___, 'W O� ^ 6' �p � '�•\\ � �'O' ° ORS •per O°� 20,000 $F s � (°� !� 1 �\ � � E � � � St I I Z 9 3 . \ �, 2a,aaa SF I , !en ° 9 °• ' R Q 18,924 SF �� O , O \\\ / o •O Ss r :I pc O s �• Qp. 4 O O O O R- , (@.8 0\ \/�,•Q O°� \\ � 47 O RS\ AR�'Ox 0 14 F I^ y�� o 83 rF, <� 20,000 SF pp °'� � � ?°O 20,000 SF � ! �p y, I4 21 s ' Zi- �' \ jy . ° 1 O � , �,� � O R � � 20,000 SF p0 + Q 20,000 SF g�`�p •°Q•/ •�Q O°• �i�+ •�O' �� ! �h �° 20,000 SF �O , p� UJI 20,000 SF ,� �ly\s °O ti° ��6, �o� o° J� •�° �Q 18,863 SF 'p p 20,000 SF \OS ,s' O. Dc Dc O Sz• Off, R Oh o� 10 o• G >t ��- bo 89 I I o / O p: , °°, �p , , \R O ��, s', ti ® ,�A / °o ... 9L +t / \ \ fD.E. o Q ° / / +s �` �� I 1 R• h +` ! \ \ p �,.., ,.. ,., ,".� N i D.E. R ! `/ \ \ 46 ! !, ,• \ , I , / \ \ D.E. O' o- , I �j ti �'/` �� \\ , pc�, 2• �`% O 5 �' °' , , '\ R 2a 000 SF O O I I �O Rst• 20 000 SF ''� ', p .. .. 1 82 , , �. ''� ' , ,', 'rya �\ F 20,000 SF •ph p0 wl �O RiS- 20,00a O �/\,\\ ►� '°o; •9 `srti 4jp pp 1 Q Q,h �tx`o�' o 15 ,\p0 LoI /, ,' • p®\ .�iR �f•�- �"� p0• ,df ,00 S1 00`r• �Q \\ , !!' 4° 20.000 SF \ 5 �L° �' °� F /- �h,!�O\ 20,000 SF 1 1 �! \ 6`. C 5 19 625 SF F ���•((' ' 20,000 S 0 O D O f O \\ 10' O• 20,000 SF \ \S , k) ! Q O ,', y ,'CO , , \ ° 91 45 6 �° 7 '\ \ po N �, / f ->3 I R o O O fZ I y 0 52 p �a ,- o o 6 \\ 90 I , s \\\ s, l ,�0. �,. O 1 O O \F 0 1 O �Q 25118 SF I f 19,625 SF \\\ ., R ' D.E. O \° 9S COMMON AREA "A" 1 15' 25,118 SF )"J (�V ►xp \ \ L - - - - - - - - I 1� //,°, COMMON A.574 I I �+C� �Q ji3 p• a,OOO SF L ., -mil ( p E. � / ' ?O 20.000 $F \ W --1 I I 00 S s s I 1 D� ,�j O p R\ 1.655 SF 7 i ! �b / ! 20.000 SF O+ O(21 I i tiR �O p0• 20,000 SF S•\ C3 �,1 pp:'.►��` y �O 44 �� \yam \\ G�3 C f, °� 00, p0 `_ �' I s ,•° r 53 ►.o STORM WATERS _� tiR 17 YI R O• 80 � s ,� " \ C G1 O R ♦ •.,, � O ' �,........ •'� ' -" \ -'@j �j 'S 'k ? ' ' `� S� S C 20.000 SF h �� o F •p� o° �/-17,2ss sF�Qo so ` TRACT 5 0- - -- "- po• 23>8 4 SFLIL. -• ,� o0 0 •,��, �' , �"� O• \1 3 J °° Ss O ® �� 95.594 SF �° `�' \\ v, C84 ' °p-may O Dh N �` o0 5 tip _(9c F po, ��� ��ob o (43) p F p° p 1 o �D ..zo �, o N •>~ Co F"• I I 1 /O�� ` •°O. 79 �/ r��L �9 2OMMONFAREA "K' '� 2� ..►��►y� COMMON AREA ..E„ Z I 1 V J�i =}(j ^ �/ 2.234 S' f P •`4 2,329 SF �+� \ 208 SF , > c� I I , PL.0'•�h... �„ o � s 22.596 SF O c�\ <'9 148.74 °� * , 162.18 ,,�`0 g Q w o 1 I , > %_ 00 �'- �.. COMMON AREA SF C , ,:.: so7.�c} , G \ p5' • ry� STORM WATER m N ; LLJ M ao -- -- '9� „` __ STORMWATER ,3s.s1 soo 2, 02 w „ ,52.01 STORMWATER 1 _ 1 E „ __`� °' 0D -; _ I �3 0"' b 9-E� M r -50� 0 A IAI 1 02 W - - - - �S00'12 A5-E ,� - - - - - - - - n , , ao aol m s Leg li v) ti �' N STORMWATER ---13s:rr--- "' TRACT '10' „ 1011. ',, TRACT 9 (3 0 - t47:�3' ---- ..,.00 Q TRACT] 2 _ N w , 1 co 15 v` 140.76 S00 21 02 W 150.58 > fi(� ,� N - }. w > �, rn TRACT 7 D.E. \ o ro n l S Qj,, 11s,377 SF w O W ' n 35,218 SF 0'•J G . R 607.91 .. _ , \� 35,172 SF e1 COMMON AREA "e" •R zpt _ m F- p o ' ' 103,797 SF c? ti 150.24 . , 160.36 cS 51 ep , 1,671 SF S• , * t...,,. I Z) z CL CL I I t Z , N O COMMON AREA J COMMON AREA D ! O G '� Z Z ' 1 O 78 �/� M 2,2511 SF , w . , ` 2,301 SF n �R �� ,� M ``"` ` d' F - �' O - . i f lL o• R2. s �. 55 q o tiR ., 19 r� oo N z c� o •, 42 o O 20 672 SF O R R � � O I r sr o z z � �o� � s o � s 80 0\ o o � �Lo O Y i r� o° OS1 �� `�\ 17,187 SF •ph pp o O h o F o y o S TO R M WA TE R `'o RR -may 19 04 SF ,q \ Oa 27,769 SF �� °, p Lu 0LLJ �h 0 `L ,`'`�'A ,c��+ F� 5 �799� C 0 C l \ ,09 Dh O°• O W' I 77� ,- 6 c c' 56 0 0. TRACT 4 h p . ti ,° �QQ _ to �I i i D^ O , , / \ 1116 st- 95,943 SF 1x� O' ,� / 9 \\ 20 ° N -' a Z O %„ 20.000 SF O ' , Gj ►gyp / , • �''� CS C5 ' o°. 2 OMMON AREA "H I 1 t \"Y \ O i3 20,000 SF ! ' �' `COMMON ARER�C I [C I �, Q O J I .° , "� (� , �Oj• 1 524 SF I f •O , RS• %►O pp. ,!! ,f\ °Q , / / 1.665 r p E. 20,000 Sr�° ' sjt00 �. O w I O p• .4j �,O w i ,867 SF S S S O �, �/ ! ` OQ, �w/ g 25.372 SF , 27,678 SF 1� pp A. _ Z U _! a1 W I i + p0 ^° .,�0`/iL�o 21 wl P X�\� •ya_ �, lQ p,4j'S% J�' -`.'o °� �' !!'� �O s�• w ; W I 1 w O' 76 !' �, �: 67 66 °�'1 t� 57 ��/,� o° p� 4p ;' ,,,h �`� s- 21 0 Z o i z Q , 14 ^ �°` h� p tiR y F ,, _ D.E. , . h /. , / 31 30 \AR• ° R (�j Q 0 O a W i Q 00 20,000 SF .. ?• 17,701 SF ,� \ `\ 20.000 SF ,' Od '�O 20,000 SF /' J c��'g6 p�j �i *f �'p SjS,, /' ~ m , Nt B . `�' / O' O R Q� t- °� , 20.000 SF O J I ' N ♦ •°o' 0 /' QO S• T' 4j p °\ Q• °° /!/ ° Q / p°• sr'• °A I �o R\Rj�i 10 // p. V) o i I J 20,000 SF °Sti 1 •O O \ , + O• �.+ '� ''� 2 R a I +'\ , ° '.9 �! O Q A •Qa,aa0 $F ti • 58 �, , Ct S� O• ,.-,s "� O R Q . p p• .5 � 00 R' I I � � p s•\i1i D.E.. / ,�. � %O m Q � I 75 ! . •�+ )14 , D.E. Q \ �. ,n\ ! / O 4 o ,� / 2O.aaa SF Q%ti I I 'p p ` .° - !,/,� ° f� l w J . O o s , ' , ° p 39 ,�. ��, , O. O• a,aaa sF 22 ' ` O to' 1 0 , Oc �% 1 'k Y Y ! p 4j+ +/ is O +I I \ ! ! O 'O a, .gyp ?O F , ,\� Dc 65 OO 6'• , 20,000 SF p „° '� .2 .,� ,h� o F ti �° O N U A O R 'p p Li I o 2a,aaa $ d �� ��p0• � 1 , ,, sR 1 , po .. _ .. oQ 2a,aoa SF , � .���,. .� p O S- \y 20.000 SF p0 --------------� i I oQ. OA <' 20,000 SF °O p 0° 2 00 SF \� �/ r� �. srR 00, Q0 pc�j �O ?O ; S Q �° r� 74\.�� o p 'Q °Q- 59 R Q 2a,00a Zr-o p0 , s 23 +•.. !'!! \ \\ •► + pc , R• 38 p p• 0.000 SF ,� R• 1oC +�6+ ; W Cod 1 R \ O S A O W 4e o O \ ' I 69 `SQ 18,863 SF T \ 6 7 '\°°. 64 ! `'. 18.863 SF •O O i , �q sr O O I W 18,863 O O N W i .° s1 0�, \\ �,�, O �� Oo� .Q Ojy O \' ;, ,�pp' p 28 ! ,o' StR 18,863 SF O. W r rn c� `1' ' y {{�GCS'\`\ O• /'! �.E. 6'�` D� ro 20,000 SF °Q \ / \!° `-- �• '`► �."L" ? \\ �' ' •©O'� `�'•- I� 20,000 SF \ 0 0 . W I 11 G\ O h R •OQ O 3 70 \ 101 G1 20,000 SF 20,000 SF vQ C 1 9 I Q a i 25,774 SF J \ O �t �` •O / / / \ \ 10! O ✓ Q ! O (� 10 1 W �; r N \\\\ '� R, O, D.�/!/ 63 `J? O \, t ` JJ \\\ D.E./p'r j O �!/! V •\ �O \ \ �, U o cPp !� 26,962 SF 1 d z N Z I I �� ��> �. o 34 \.�..� zapAk ;." ,,, 27 Iw co N wI 1 r o + p 1 p \\ QO r S i I N11i W' f "i 73 '\ U A8,863 SF Q O 18.863 SF\ Cn Jr 60 `� 37 1 r �O \ •�h �L."- r xo � ! p \ w r 24 p O p o o \ l O \ °. O O N' r ", ... 1~0 !� S O. 18,863 SF \\ ✓ moo• _ N W i i o� i O/ OO O �, \\ ,,�� \ G �18,863 SF •O p h >F ® R O �o J d' , 1 t a C111 1 ►� O 10 '�'0� 26,371 SF 0 M 26,371 SF ,> O' O ..+� RS 00 rLp \ < F 7 °' 62 -- \U.E. z o�' ' STORMWATER o 9 G� 1 1 � Z _ o _a 35 \ T � r 26 U.E. ^--- +. /k_ ...."� , R Q• ,\ ij. F f' rw �• STORMWATER ,tK. ,,,�-• -- ! , �•• �� - �Fc} o, 29,622 SF �s Rs, O TRACT 3 f 9 O p 8 !O .ph Qp 28,850 SF , S ., 27,706 SF �6 RR- ` i 27,077 SF R`soFs ; 0 .� •°° Sy p. TRACT Q �'lj 60�• SS Rb h 00 119,594 SF 7° •O O �S tiT sl P7 i , f O' 72 F ►\p 104,363 SF O Ola O' O• O• O Dch Cp0' 1 I , �.� -, o• � � 36 F 1 ' 15 DRAINAGE EASM'T� .. 62 3 15 DRAINAGE EASM'T 15,9 15 DRAINAGE EASM T .91 ,5 DRAINAGE EASEMENT 319•99 �rI j 1• 25F.P.BcL. EASEMENT N00'08 52"E N00'08 52 L N00'08 52 E Zo N0®'Q8 52 E f . Yx• t p P.R.M. P.R.M. 6J------------------------------------------------- ---- - ---------------------------•� �30---------------- ``s---------------------------------- :.:, _---If �..{P-11.�;-��,,----g-------------------=----=------- -- -- ---------- �----------- ----------------- COLLIER CREEK DRAINAGE R-O-W `----------------------- �, ,• a a N O ~ R E V I S I❑ N DATE DATE FEBRUARY 2002 No. LAUREL HOMES, INC. PROJ. NO. 02-12E CARTER A SSO CIA TES., INC. LAUREL RESERVE SHEET a i REVISED PER CITY OF SEBASTIAN COMMENTS 3-19-02 DRAWN BYl KMG { Serving Florida A 3201 CARDINAL DRIVE APPD. BY, aHB CONSULTING _ ENGINEERS AND LAND SURVEYORS PLAT 3 3 DRAW. Na E-1169-02 1708 21 st 'STREET, VERO BEACH, FL 32960 di Since ' 1911 JOHN H. BLUM, P.E. DATE PRELIMINARY f- LAT 4 VERO BEACH, FLORIDA 3296 FLORIDA REG. #`45813 FILENAMEi 02-12E, DWG 5 561-562-4191 FAX: 561-562-7180 c 2002 b CAI - Y CITY OF SEBASTIAN FLORIDA N (5 61) 2 3 4 410 6 F, B. Na, PG. No. � 0 t I >on - - , ELEVATION u SECTION EROSION CONTROL DETAIL N.T.S. GRAPHIC SCALE l� .�,�. 100 0 so100 200 400 of �'�- IN FEET 1 inch = 100 & 00 LEGEND HS2-ION - T. PROPOSED STORM SEWER MANHOLE SCHUMANN LAKE A- f (CD PROPOSED CURB/GUTTER INLET SITE D A T TORMWATER LAKE �, �^^� ��. �. .'�� �} i 'i PROPOSED GATE VALVE t PROJECT NAME: Laurel Reserve PROJECT USE • Single Family Subdi vision FIRE HYDRANT ASSY. APPLICANT: Laurel Homes, Inc. 3201 Cardinal Drive PROPOSED SANITARY MANHOLE Vero Beach, Florida 32963 (7 7 2) 2 3 4- 410 6 PROPOSED LIGHT POST ENGINEER/SURVEYOR: Carter Associates, Inc. c/o John H. Blum. P.E. UTILITY PROVIDER) Vero Beach, Florida 32960 XISTING ACCESS EASEMENT 3 PROPOSED PLUG & BLOW OFF LEGAL DESCRIPTION: See Survey TAR ID NUMBER: Section 18, Township 31S, Range 39E v � CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING 1001 C4723 18.20 22.00 48 17.68 w S2333 01 E C7002 22.64 25.00 51'52'55" 21.87 S73'11'23"E C1003 50.71 56.00 51'S2'S5" 48.99 N73'11'23"W C100 4 50.71 56.00 5 51 52 5 48.99 . » N21'18 28 W C1005 22.64 25.00 51'52'55" 21.87 S21'18'28"E C1006 12.65 225.00 3-13'20" 12.65 N45'38'15"W C1007 49.16 225.00 12-31-06" 49.06 N37'46'03"W C1008 52.21 175.00 17'05'39" 52.02 S40'03'19'E C1009 64.07 175.00 20'58'41" 63.72 S59'05'29"E C1010 39.48 225.00 10-03'08" 39.42 N64'33'15'W C1011 100.85 225.00 25'40'50" 100.00 N46'41'16"W C1012 9.19 225.00 2'20'22" 9.19 N32'40'41"W C1013 48.08 175.00 15'44'26" 47.93 S39'22'42"E C1014 33.79 47.00 41'11'47" 33.07 S67'50'49"E C1015 99.27 135.00 4207'58" 97.05 S68'45'42"W C1016 99.27 135.00 4207'58" 97.05 N69'06'20"W C1017 27.03 47.00 32'56'44" 26.65 N75'04'56"E C1018 136.22 125.00 6226'14" 129.58 S89-49'41"W C1019 1 27.03 47.00 32'56'44" 26.65 S75'25'34"E C1020 33.79 47.00 4111'47' 33.07 N67'30'11"E C1021 61.81 225.00 15'44'26" 61.62 S54'46'30"W C1022 0.14 175.00 0'02'48" 0.14 N62'37'19"E C1023 101.43 175.00 3312'27* 100.01 N45'59'42"E C1024 14.72 175.00 4'49'05` 14.71 N26'58'56"E C1025 1 88.37 225.00 22'30'14" 87.81 S35'49'30"W C1026 61.14 225.00 15'34'06" 60.95 S54'51'40"W C1027 40.24 175.00 1310'26* 40.15 N56'03'30"E C7028 7.8 4 175.00 2 '34 00 7.84 '11'17" N48 E C1029 22.64 25.00 51'52'55" 21.87 N20'57'50"E C1030 51.42 56.0 0 52'36'48" 49.64 S21'19 46 W C1031 87.25 56.00 89-16'07" 78.69 N8743'46"W Cl32 87.96 56.00 90 00 '00" 79.20 N01'5417 E Cl3 0 3 50.71 56.00 51'S2 55 48.99 N72'50 45 E C1034 22.64 25.00 51'52'55" 21.87 S72'50'45"W C1035 7.84 225.00 1'59'46" 7.84 N47'54'10"E C1036 53.97 225.00 13-44'40' 53.85 N55-46'23"E C1037 47.40 175.00 15'31'09" 47.26 S5453'09-W C1038 68.88 175.00 2233'11" 68.44 S35'50'59"W CI039 34.54 0 225.00 8'47 44 34.51 N 8' 16 2 58 E C1040 100.851 225.00 25'40'52" 100.01 N46'12'34"E 1 41 C 0 14.12 225.00 33 5'44" 14.12 N60'50"51"E CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING Cl4 0 2 48.08 175.00 15'44'26" 47.93 S 54'46'30"W C1043 33.79 47.00 4111'47* 33.07 S26'18'24'W C1044 89.49 135.00 37'58'45- 87.86 N1909'42"W C1045 89.49 135.00 37S8'45" 87.86 N18'49'04"E C1046 27.03 47.00 32'56'44" 26.65 S10'45'52"E C1047 118.09 125.00 5407'49" 113.75 N00'10'19"W C1048 27.03 47.00 32'56'44" 26.65 S10'25'14"W C1049 33.79 47.00 4111'47* 33.07 S26'39'02"E C1050 72.82 325.00 12'50'19" 72.67 N40'49'46"W C1051 10.10 275.00 2'06'12* 10.09 S35'27'43"E C1052 100.56 275.00 20'57'06" 100.00 S46'59'22"E C1053 38.29 275.00 7'58'43" 38.26 S61'27'16"E C1054 64.54 325.00 11'22'42" 64.44 N59'45'16"W C1055 100.46 325.00 17'42'40" 100.06 N45'12'35"W C1056 1 11.03 325.00 1'56'38" 11.03 N35'22'56"W C1057 61.62 275.00 12'50'19' 61.49 S40'49'46"E C1058 72.82 325.00 12'50'19' 72.67 N51'16'54"E C1059 2.72 275.00 0'34'01" 2.72 S57'25'02"W C1060 100.61 275.00 20'57'42" 100.05 S4639'11"W C1061 45.62 275.00 9*30'17" 45.57 S31'25'11"W C1062 57.25 325.00 10'05'37* 57.18. N31'42'51"E C1063 100.41 325.00 17'42'05" 100.01 N4536'42"E C1064 18.37 325.00 3-14'19- 18.37 N56'04'54`E C1065 61.62 275.00 12'50'19" 61.49 S51'16'54"W C1066 33.79 47.00 41*11'47" 33.07 S24'15'51"W C1067 94.23 135.00 39-59'33" 92.33 N20'11'51"W C1068 94.23 135.00 39'59'33" 92.33 N19-47'42"E C1069 27.03 47.00 32'56'44" 26.65 S12'48'25'E C1070 126.88 125.00 58'09'24" 121.50 N00'12'05"W C1071 27.03 47.00 32'56'44" 26.65 S1224'16"W C1072 33.79 47.00 41'11'47" 33.07 S24'40'00"E C1073 61.81 225.00 15'44'26' 61.62 N37'23.40"W C1074 11.35 175.00 342'59" 11.35 S31'22'57"E C7075 101.76 175.00 3318'54" 100.33 S49'53'53"E C1076 3.18 175.00 1'02' 7" 2 3.18 4 E C1077 99.26 225.00 25*16.32- 98.451"W C1078 50.25 225.00 12'47'48" 50.151'W C1079 48.08 175.00 15'44'26" 47.930"E I C1080 22.64 25.00 51'52'55" 21.87 1"E C1081 50.71 56.00 51'52'55" 48.991'W C1082 87.96 56.00 9000'00" 79.2a"W CURVE TABLE CURVE LENGTH RADIUSI DELTA CHORD BEARING 1 8 C 0 3 87.96 56.00 90'0 ' " 0 00 79.20 N89'44 07 E C1084 50.71 56.00 51'52'55" 48.99 S19'19'26'E C1085 22.64 25.00 51'52'55" 21.87 N19-19'26-W Cl86 6t.81 225.00 1 5 44' 6" 2 61.62 w 7' 4 S3 23 0 E C1087 36.51 175.00 11-57'15" 36.45 N35'30'05"W 108 C 8 79.77 175.00 . " 2607 04 79.08 N54'32 15» W C1089 23.28 225.00 5'55'39" 23.27 S64'37'58"E C1090 101.04 225.00 25'43'45" 100.19 S48'48'16'E C1091 25.19 225.00 6'24'57- 25.18 S32'43'56'E C1092 48.08 175.00 15'44'26" 47.93 N37'23'40"W C1093 33.79 47.00 4111'47* 33.07 N65'51'47"W C1094 94.53 135.00 40'07'10" 92.61 N69'44'20'E 1 9 COS 94.53 135.00 4 . " 0 0710 9 2.61 S7 ' 9" 0082 E C1096 27.03 47.00 32'56'44" 26.65 S77-03'58"W C1097 127.43 125.00 58'24'39" 121.99 N89'47'55"E C1 998 27.03 47.00 32'56'44" 26.65 N77'28'07'W C1099 33.79 47.00 41-11'47" 33.07 S6527'38"W C1100 61.81 225.00 15'44'26' 61.62 N52'43'57'E C1101 17.87 175.00 5'51'03" 17.86 S57'40'39"W C1102 1 98.41 175.00 32-1317* 97.12 S38'38'29"W C1103 3.72 225.00 0-56'47' 3.72 N23'00'14"E C1104 101.96 225.00 2557'46" 101.09 N3627'30"E C1105 43.84 225.00 1109'47* 43.77 N55'01'17"E C1106 48.08 175.00 15'44'26" 47.93 S52'43'57'W C1107 22.64 25.00 51-52'55" 21.87 S18-55'17"W C1108 1 50.71 56.00 51'52'55" 48.99 N18'55'17" E C1109 87.96 56.00 9000'00" 79.20 N89'51'44'E C 1110 87.96 56.00 90'00 00 7 0 92 S00'0816 E C1111 50.71 56.00 51'52'55' 48.99 S70'48'12'W C1112 22.64 25.00 51'52'55" 21.87 N70'48'12'E C 1113 61.81 225.00 15'44'26' 61. 62 S5243'57'W C 1114 30.09 175.00 9'S1'04" 30.05 N55'40'38'E C 1115 86.20 175.00 28'1316 85.33 N36'38 28 E C1116 16.57 225.00 4*13'14' 16.57 S24'38'27"W C1117 101.27 225.00 25*47'16" 100.42 S39'38'42"W C1118 31.67 225.00 8'03'50" 31.64 S56'34'15"W C1119 48.08 175.00 15'44'26' 47.93 N52'43'57"E C1120 33.79 47.00 41*11'47" 33.07 N24'15'51"E 1 C 121 9 4.23 135.00 39'S9'33" 92.33 S20'11'51"E C1122 1 94.23 135.00 39'59'33" 1 92.33 S19-47'42'W C1123 1 27.03 47.00 32-56'44" 1 26.65 N12'48'25"W CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C1124 125.88 125.00 58'09'24 1 1. 2 50 S00'12'05"E C1125 27.03 47.00 3256'44" 26.65 N12'24'16"E C1126 33.79 47.00 4111'47" 33.07 N24'40'00"W C1127 61.81 225.00 15'44'26 61.6 2 S37'23 40 E C1128 12.00 175.00 355'43" ' 12. 0 0 N3129'19"W Cl129 101.79 175.00 33*19'33* 100.36 N50'06'57"W C1130 2.50 175.00 0'49'03" 2.50 N67"11'16"W C1131 99.89 225.00 25*26'15' 99.07 S54'52'40"E C1132 49.62 225.00 12'38'05" 49.52 S35'50'30"E C1133 48.08 175.00 15'44'26" 47.93 N3723'40"W C1134 22.64 25.00 51'52'55' 21.87 N71-12'21"W C1135 50.71 56.00 51'52'55" 48.99 S71-12'21"E C1136 87.96 56.00 9000'00" 79.201 S0015'53"E C1137 87.96 56.00 90'00'00" 79.20 S89'44'07"W C1138 50.71 56.00 51'52'55" 48.99 N19'19'26"W C1139 22.64 25.00 1 51'52'55" 21.87 S19'19'26"E C1140 61.81 225.00 15'44'26" 61.62 N3723'40"W C1141 35.88 175.00 11'44'46" 35.81 S3523'50'E C1142 80.41 175.00 26'19'34" 79.70 S5426'00"E C1143 22.61 225.00 5'45'32" 22.611 N6443'01-W C1144 101.06 225.00 25'44'02" 100. 21 N48'58'15`W C1145 1 25.84 225.00 6'34'46" 25.82 N32'48'50`W C1146 48.08 175.00 15'44'26- 47.93 S3723'40'E C1147 33.79 47.00 41 *11'47* 33.07 S65'51'47"E C1148 62.85 135.00 26'40.26- 62.28 S6300'58"W C1 449 33.16 25.00 76-00'09" 30.78 N3821'06"E C1150 33.711 25.00 77*1516* 31.21 S38'16'36'E C1151 63.20 135.00 26'49'20' 6 . 2 62 N6329'34'W C1152 27.03 47.00 3256'44' 26.65 N77-03'58"E C1153 63.22 125.00 28'58.40' 62.55 S75'04'56'W C1154 64.21 125.00 2925'59- 63.51 N75-42'45"W C1155 27.03 47.00 32S6'44' 6.6 2 5 S7728'07"E C1156 33.79 47.00 41'11'47' 33.07 N6527'38'E C1157 72.82 325.00 12*50'19" 72.67 S5116'54'W C1158 7.06 75.00 2 1'28'18" 7.06 N 6'S7'S4" 5 E C1159 100.57 275.00 20'57'14' 100.01 N45'45'08"E C1160 41.31 275.00 836'28' 41.28 N30'58'17"E C1161 61.54 325.00 1050-59- 61.45 S32'05'32"W C1162 100.43 325.00 17-42'21" 100.03 S4622'12"W C1163 14.05 325.00 228'40' 14.05 S5627'43"W C1164 61.62 275.00 12*50'19" 61.49 N51'16'54'E `164_01 _ - 3�� r h ,ti°/ 78.85 ° t J WI ool� 001- p0' 00 00 F4- Ln OOF. cm I zi I ZI I z Q ` \ W a `2 f'n W 0 z F � w + �,� V) I X � W�{k acv t w cv W1" It oo ' r- 00� }► w 01. to fr��1 • Ftn u cq :'1tt7 N (n - 3 IN 031 wZI CURVE TABLE CURVE LENGTH RADIUS DELTA I CHORD I BEARING C1165 40.19 50.00 46'03'20" 39.12 S2413'1 5"E C1166 40.19 50.00 4603'20" 39.12 S21-50'04"W C1167 80.38 50.00 9206'40" 72.00 N01 *11'36"W C1168 72.50 325.00 12'46 51 72.35 S40'51'30"E C1169 0.33 325.00 003'28" 0.33 S3426'20"E C1170 100.32 275.00 20'54'07" 99.77 N44'51 40 W C1171 48.63 275.00 10 07'53- 48.56 N60-22'40"W C1172 54.25 325.00 9'33'48" 54.18 S60'39'43"E C1173 100.40 325.00 17*42'00' 100.00 S47'01'49"E C1174 21.39 325.00 3'4613 S3617'43"E C1175 61.62 275.00 12-50.19" _21.38 61.49 N40'49'46"W C1176 33.79 47.00 41-11'47" 33.07 N67'50'49"W C1177 67.65 135.00 28-42.39" 66.94 N6203'03"E C1178 33.19 25.00 7603'21" 30.80 S38'22'42"W C1179 27.03 47.00 32-56'44" 26.65 S75-04'56"W C1180 66.94 125.00 30'41.02" 66.14 N73'57'05"E C1181 69.28 125.00 31'45'13" 68.39 S74'49'48"E C1182 27.42 47.00 33'25'16" 27.03 N7500'42"W C1183 34.29 25.00 78'35'10" 31.66 N3918'58"W C1184 67.62 135.00 28-41.59- 66.92 S62'03'25"E C1185 34.34 47.00 41151'52- 33.58 S67-20'44"W C1186 61.81 225.00 15'44.26" 61.62 N54'46'30"E C1187 0.77 175.00 0*15'06* 0.77 S62'31'10"W C1188 101.43 175.00 33-12'34" 100.02 S45'47'20"W C1189 14.08 175.00 4'36'40" 14.08 S26'52'43"W C1190 88.98 225.00 22'39'' 6- 88.40 N35-54.07"E C1191 60.46 225.00 1523'45- 60.28 N54'55'43"E 119 C 2 40.91 175.0 0 1323 39 40.82 S55'55 46 W C1193 6.89 175.00 2-15.26- 6.89 S48'06'13"W C1194 22.64 25.00 51.52'55" 21.87 S20'57'50"W C1195 50.71 56.00 51'52'55' 48.99 N20-57'50"E C1196 1 87.96 9 56.00 90'00 00 79.20 S8805 43 E C1197 87.96 56.00 90 00'00" 79.20 Sdt'S4'17"W C1198 50.71 56.00 51'52'55' 48.99 S72'50'45-W C1199 22.64 2 2 5.00 51'S2 55 21.87 N72'5045 E C1200 7.23 225.00 1'50'32" 7.23 S47'49'34"W C1201 54.58 225.00 13*53*54" 54.44 S55'41'47"W C1202 46.80 175.00 15-19.18- 46.66 N54'59'04'E C1203 1 69.491 175.00 22-45.02' 69.03 N3556'54"E C1204 1 33.921 225.00 8*38'15" 1 33.89 S28'53'31'W C1205 100.85 225.00 1 25*40*55' 1 100.01 S46-03.07"W CURVE TABLE URVE LENGTH, RADIUS DELTA CHORD BEARING C1206 14.741 225.00 5 00 3'45` g" 14.73 S60'46'09'W C1207 48.08 175.00 15'44'26" 47.93 N54'46'30"E C1208 33.79 47.00 41*11'47" 33.07 N26'18'24"E C1209 89.49 135.00 37'58' 4 5 87.86 S19'09 42 E C1210 89.49 135.00 37'58'45" 87.86 S18'49'04"W C1211 27.03 47.00 32'56'44" 26.65 N10'45'52"W C1212 118.09 125.00 54*07*49" 113.75 S00'10'19"E C1213 27.03 47.00 32'56'44" 26.65 N10'25'14"E C1214 33.79 47.00 4111'47" 33.07 N26'39'02"W C1215 56.97 225.00 14'30'28" 56.82 S39'59'41 "E C1216 4.84 225.00 1 *13'58* 4.84 S32'07'28"E C1217 96.55 175.00 31'36'36` 95.33 N47'18'47"W C1218 19.74 175.00 6'27'44" 19.73 N66'20'57"W C1219 83.56 225.00 21-16'44" 83.08 S58-56.27"E C1220 65.95 225.00 16'47'36" 65.71 S39'54'17"E C1221 35.42 175.00 11'35'47" 35.36 N37'18'23"W C1222 12.66 175.00 4'08'39" 12.65 N45'10'36"W C1223 22.64 25.00 51'52'55" 21.87 N73'11'23"W C1224 50.71 56.00 51*52*55' 48.99 S73'11'23"E C1225 50.71 56.00 51'52'55" 48.99 S21-18'28"E C1226 22.64 25.00 51'52'55" 21.87 N21 *18'28"W C1227 38.88 47.00 47.23*48" 37.78 S23'33'01 "E C1228. -54.94 200.00 15-44'26" 54.77 N39'22'42"W C1229 132.90 200.00 38*04*20" 130.47 S50'32'39"E C1230 132.90 200.00 38'04'20" 130.47 N50'32'39"W C1231 54.941 200.00 15-44'26" 54.77 S39-22'42"E C1232 149.83 100.00 85'50'47" 136.20 S8949'41 "W C 1233 54.94 200.00 15'44'26" 54.77 S54'46'30'W C1234 132.90 200.00 3804'20" 130.47 N43-36-33-E C1235 132.90 200.00 38'04'20" 130.47 S43'36'33-W C1236 54.94 200.00 15'44'26" 54.77 N54'46'30"E C1237 164.33 100.00 9409*13" 146.45 N00'10'19"W C1238 67.22 3 0. 0 00 12'50'19" 67.08 N40'49'46"W C1239 162.49 300.00 31'02'00" 160.51 S49'55'37"E C1240 162.49 300.00 31'02 00" 160.51 N49'55'37-W C1241 67.22 300.00 12'50'19" 67.08 S40'49'46"E C1242 149.83 100.00 85'50'47" 136.20 N89'49'41'E C1243 54.94 200.00 15'44'26" 54.77 N54'46'30"E C1244 132.90 200.00 38'04'20" 130.47 S43'36'33W C1245 132.90 200.d0 38')4'20" 130.47 'N43-36'33'E C1246 54.941 200.00 15'44'26" 54.77 S54'46'30-W CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING C1247 164.33 100.00 94'09'13" 146.4 5 S00'10'19"E C1248 112.37 75.00 85'50'47" 102.15 S89'49'41 "W C1249 123.25 75.00 9409'13" 109.84 N00'10'19"W C1250 112.37 2 3 75.00 85'S0'47 1 .1 02 5 N89'49'41"E C1251 123.25 75.00 94'09'13" 109.84 S00'1O'19"E C1252 67.22 300.00 12'50'19" 67.08 N51*16'54"E C1253 162.49 300.00 31'02'00" 160.51 S42'11'03"W C1254 162.49 300.00 31'02'00" 160.51 N42'11'03"E C1255 67.22 300.00 12*50*19" 67.08 S51'16'54"W C1256 157.30 100.00 90'07'37" 141.58 N00'12'05"W C1257 54.94 200.00 15'44'26" 54.77 N37'23'40"W C1258 1 132.90 200.00 38*04'20" 130.47 S48'33'37"E C1259 1 132.90 200.00 38'04'20" 130.47 N48'33'37"W C1260 54.94 200.00 15'44'26" 54.77 S37-23'40"E C1261 156.86 100.00 89.52'23" 141.26 N89'47'55"E C1262 54.94 200.00 15'44'26" 54.77 N52'43'57"E C1263 132.90 200.00 38'04'20" 130.47 S4114'00"W C1264 132.90 200.00 38'04'20" 130.47 N41'34'00"E C1265 54.94 200.00 15-44'26" 54.77 S52'43'57"W C1266 157.30 100.00 90'07'37" 141.58 S0012'05"E C1267 54.94 200.00 15'44'26" 54.77 S37'23'40"E C1268 132.90 200.00 38-04'20" 130.47 N48'33'37"W C1269 132.90 200.00 38'04'20" 130.47 S48'33'37"E C1270 54.94 200.00 15'44'26" 54.77 N3723'40"W C1271 156.86 100.00 89.52'23" 141.26 S89'47'55"W C1272 117.98 75.00 90'07'37" 106.18 N00'12'05'W C1273 117.64 75.00 89.52•23" 105.95 N8947'55'E C1274 17 1 .98 75.00 90'07'37" 106.18 S0012'05'E C1275 117.64 75.00 89.52'23" 105.95 S89'47'55"W C1276 41.02 89.46 26*16*18" 40.66 N7620*28"E C1277 114.37 249.46 26-16'06- 113.37 S76-20'22"W C1278 102.36 120.00 48-52'24" 99.28 N66'05'10"W C1279 49.65 435.64 6'31'49" 49.63 N83'57'41"W C1280 63.35 40.00 90'44'32" 56.93 N45'09'06"W C1281 77.691 169.46 26-16'03" 77.01 S76'20'36"W C1282 77.691 169.46 26'16'03" 77.01 N76'20'36-E LINE TABLE i LINE LENGTH BEARING-y Lt 1.93 S00'08'S_2"W L2 23.63 N47'14'$5 W� L3 12.52 N47'14'55"W L4 17.33 N46'5417 E L5 28.44 N46'54'17"E L6 28.44 N46'54'17"E L7 13.70 N4654'17"E L8 20.88 S44'51'44"W L9 24.58 S45'15'53"E L10 3.04 S4515'53"E Lill 36.27 S45'15'53"E L12 36.27 S45'15'53"E L13 3.04 S45'15'53"E L14 24.69 S4515'53"E L15 31.09 S44'51'44'W L16 9.44 S44'51'44"W L17 36.27 S44'51'44"W L18 36.27 S44'51'44"W L19 9.44 S44'51'44"W L20 30.98 S44'51'44"W L21 25.22 S4515'53"E l22 3.68 S4515'53"E L23 36.27 S45'15'53'E L24 36.27 S45'15'53"E L25 3.68 S45'15'53"E L26 25.33 S45'15'53"E L27 20.88 S44'51'44"W L28 17.90 N47'14'55"W L29 17.94 N46'54'17"E L30 29.38 N4658'30"E L31 29.04 N46'54'17"E L32 14.31 N46'54'17"E L33 8.89 N47'14'55'W L34 23.63 N4714'55"W L35 75.90 N47'14'55"W L36 32.33 S46'54'17"W L37 32.33 N4714'55"W L38 80.711 N4654'17-E L391 92.16 N46'54'17„E E L40 ' 17.80 N47-14.55-W L411 17.80 N46'54'17"E' 20' UTILITY EASEMENT P.R.M. (O.R. 1322. PG. 1214+) S00' 9'39"W S00'09'39"W S00'09'39"W 4 80100, 1 SO -09' 9"W �� S00'09'39"W S00'09'39"W P.R.M. l _- �'� I y 61 9.96 , 15' DRAINAGE EASM'T ' / \ 15 DRAINAGE EASM T ' , I• f 309.64 �-------------2Z].6fi-------- 2$4.3--------- 689.44 1 i - - - - - - - n-------------------------- - �3� -----� t /Com/ AREAM'J'-------- --- 15' DRAINAGE EASEMENT „6> ,�off° + � Q E- • O _ N I ffi tQ h 'Q sr . • � yap ,j•'I"O O .\ I EL " tx ,, 6 As ♦ , f0 p > st- O O ,y0 O O' '� 9 Sp 23,482 SF ,�/'\�o ,.,fc+,26.321'\ O- I •\ E 4j , I I M 28,679 SF 1� �1x 6�' STORMWATER •o �`L s� .O27,727 �, s,,° \ S F` \ SF `9 Ohs SF Z� -o TRACT '6' hh, s- �'�� �°h �' ,ems .�! 0 95 ti o STORMWATER 11 1 r-I - Q ,\oh \ o o s 2 I 8 6 OQ � Dc O g , c w\ /� 1 I y/ m !♦♦ 2 O st > > ° ' ` I 00 W \ 103,313 SF 1 p• ci oai \ D� O / / --1 r-- G a ; W; "� \ 18,863 SF O' '\ 8 18,649 SF /' \.60 1. 1 D.E. �. `'sr♦ t0 \ O. !y ACT 1 ,�O / \ 0 0 ) , \ 21,335 SF 18,863 SF Ww 1 I ' I M wl 84 In 1; 1 , ti \ f` sir /h c / W Il \`s > �n I� 119,088 SF oQ as I �, u r I ///' ��• , \� •(\ O , /G �I, f� ` ,h f < 1 1 r+ % is \ \ / I \ r+ \ zl 87 ;� / oO 1z� po 94 °/ ° Do ,�� 3 ,, °o •,�h o 10 0 F t + 25,020 SF @\ ♦ / / >, \ O ti` �� / I� o \ / '� O h °• \ / \ by / 27,652 SF I \ Fi 'Q - p0' \\ \ , o\ r °\ /� 19,890 SF -I ,N) 24.120 SF �` , Si \ / r'` O /O. O' G>I�` ,�O l+ \ / ` / I w 1 r \ o - \ ,/ O /°' o' F '\ \ , , A�• j \ O \ 19,978 SF / ,�D� +S o / ,° c 20,769 SF \ 19 324 SF os" a \moo , ♦ \ IN \ . , F °es C . I I ,o � / •F` � j 19 808 SF /� r !- t d , \ , � w �, .1w \ �/ /��,, O\� \ ' /Oy / i `P �S' j ipv ♦\r�i�\D '\\ i y�>�• �S\\ f♦ �. �,0�9 1 j I Z I ' ` \�� °r\ ��F\ /�,/ [� 93 .6, \ \\ /� O . \ ti�� o `O \ \` O ry I Y�St 1 O v\ 9 /� i a I , I f h ° e t / / Q % is �� p ^\� \ w .° Ss j: ; O \ U \\ / i j 'o / A Iz ,� I O p �o \�� �\ //// 88 00 �' . 'O \\ ti �\ F , 1 O P� <K ; , 4 O o I I O' \`o / / • O• \\ /y' `^ - t , Dch .O• \ \ ego \\ ' • O p°• f \\ °� �' ' /69 �o i� 20,593 SF tih O- ,�O 's 2j 21,347 SF i yu ^ry % �.. 1 5 /(7 \�9r,\\ \\\ 18,631 SF gtr)h �O� 19.026 SF r,� �/ t ,� 1 4 I \o,SO, \ p}'\• 20,�8\5 SF O / ,�, / 2 21,324 SF 'T � o \ \ � � 6' O ^� ya 18,983 SF \o +� I/ / 1 \9. r\ '� 1 h r ti O 1 10 4 sF \. I I ti ° 'c� i 18.640 SF \� \\ '6' 6 6- o° /' ' p I I c'IP 9 / `+� / / ? �,\ so /., c � 18,863 SF 7 19,162 SF \r \ o ,!v /g s' 1 v 5 c� S•, i '\' ti / \o� \ \°4r QQ 1 ° U �` , , , �i . , o C \O 2�, O'.; FO 19 878 SF / . v \ f0 8 / O e r \ \ , �I N I o �� o n 92 �, a ,, o I I R h e, \, •° , p , D,% 15• 2. � ,, i h,`�" h \ O o '� � / \s '� • I I R' / ` / \ •C ,d,•» r• 1 ,. Q / / \ U \ Dc O.E. A ` ,�3 / \ 51 O '� / / \/ ♦ \ X , \ Dc \sr \ 18,688 SF .ph O � I 20 S ,y, io \ / \ \ '� O 46 / / \v $ � j 19,703 SF OO � � �j S7- 21,204 SF /c; � �\\\ � 5 O' O OI f ♦ I , / / \O\\ 'S ;� - O Oc/c, , \ \\ p4 O- \ -J \ �43 O' of �O �L' 1n, / / \ Dc O• Sh 20 049 SF r \ \ O a I '� A `ti Ori' 'O \ +rr °� \\ \ 19,408 SF 'j fP O- F /doh r,i f��\\ \\\ O , / 21,344 SF \ s 40� \ / ,y 1w., / , \ \ \ �\ , / /�p r \ - F r^ �\ \ 20 608 SF \ \ \\ e^ •SV'\ \ O ' $ 'O /r/�,� \\ s�� \\ 6 d t 0 // �° J: + / 61�-. \ Q N o ' \\ '�.°'.`. \ct', `� v� � 7 � •"�' r \ \ O I , 45 16 - `, oo, /, 1 \v Xo Vo �, , �, 52 \ ... .oO, , , \ \ Op. a / / \ U• I I 19,787 SF O / �^► \ \ . r� g � / O ♦ 9 25.118 SF I '���"" � r \ \ '� � I O COMMON AREA 'F' fp � / I 25,397 SF / \ \ I --------- \� �, ♦ I I / e / 18.629 SF \ h s / /'� '\ ♦ S t COMMON AREA S. f5' , o . 19.243 SF O \ 1.574 SF / A / �� --I t / 1 20,835 SF \ wI -� o I I s \ c 1 , O� 21.257 SF r�,� -o \ ; h / �h �. o o, pf0 \�/0 1i ��` lsss sF , , D.E. / g°9. ,/ 9R + Q X 'O O \\�2 u �., co c oa s>b �/ •h/ ,, •O p° •.\ '�, sj. , .F O \o 'f1 1 I s �, \o-o Fb - -�,M .� , fp 53 gip- Dc �y�y Q X I I 6'• OO ♦ o v a O/ ti E w `v °° �' �� 4\O•� \\ sc,o6t CIO A 8•0 O ►, y S TO R M WA TE R 44 O o- 80 ,� o' �. sr o- O o , LL-.ph. Dc� \o�+ 0249 +� 2Q ts- •` `` �" ,..... .»..-• 256"SF'-gip$ \ XS az7s K, •tea, / 1 1, .y \o . a a / Q °Ss , >� TRACT cJ �• h OO \\m� ` 4 �' 018 728 SF +z U i I I w /O Dc �p�' 1$ ti c, / •Q O O+ 116,846 SF �° Dc �O' \/ ),, 0 5 , t(R21,001 a F o ZE1 o o ff; k .� •9�, o ��`' N o f Q .9 rj, -Q Fn m I 10 O- °ay o SF '\ �0. 1 �J I 1 'j, dQA. r ° 23,217 SF 9� ;, >' , , N 00#� - ► NORTH - 4 I , I I:Lo � ".Z014'e v • 22,767 SF o . `• » j ` / \ ' S 1°' A N00 21 02 E o . 24;87t SF' - w '�w 1 � O 1 1 x C},'� �'� -.. A � COMMON AREA 'c" - ,g• :, _, , .. o.: ,° � u � Oh cn m I 1 > + ► " `+" ••..w w.w ... '+9 1,762 SF 1 1 b m� �, , 1! \� ci \ 00 N I 1 ► W _ N STORMWATER a GRAPHIC CALF ; 139.70 �, ^I STORMWATER 1 _ ti' STORMWATER J V) m �, 1 STORM WATER�9--E�. o N N N N �.. �SOO->-2-e� E--- -• LL'� ; 13$�F2'---- �� TRACT '10' -03 k` '� �, f I � � TRACT � � �. ,� _ �, �• ,� o � ,o0 200 .�. ,� � » ss/ „ � � TRACT 9 � � � - r47�3'-----� =��� CO � TRACT 2 .� N I � � '� W U I , in 41 35,218 SF 35,172 SF l Q W I I o a+ y L % hh N00 21 02 E b n ! COMMON AREA "8' SRI 119,377 SF N - J Z Z �I i i 103,797 SF + ` ,S Dc� 138.01 �� \ , 1,671 SF S. ; • "" I 107 Z ti 78 �' - Q I ( IN FEET) O "", eye .6� h� o �"" d' n- �. I I o' u I 55 O o �m •. Z m ti I f .�O , AS, 20.500 SF it '\... 1 . pch + •p 1 inch 100 ft p• �St- ''" ,., 42 % ha sst 19 00 N z -j U O Y Z 9j OS3 ,,� \ n2s1 \ 21,146 SF .ph Dc ° y0 , Si•�, I' /\� 28123 SF + ok/ OO- •...,' . O - 23 248.$F ,�, \. \ \ 0 0 I h , '�'• F ,,,� `� �� �� S TO R M WA TE R �� s �- ,� �\ 9s 'A \ �'� o 7 ' cn O W W I I I +h ,\s c121a �''` � , zf 1 -\ C\ ti "3 '+9j, .p Y I p O c ry '' m U I ° �ti 2,2 9 �°,U `\ oO�. TRACT 4 �z -- (/) �, f , Dc� O°• ,c° �tii zo \rs _: �. - \\ •O .'� c�'1 0 00 ♦\ 1' o I Q` Q H' - '\ 18 688 SF s / a O Dc• O . • `�+ ,° `? N J O Q � UI 1 � ,9° � // ti\ COMMON AREA 'H' 1 I \\c �. .. c 21,256 SF O 7j3 117.198 SF 5 ,�° , / - - \ ��r\ v \ 20 Q = d Z o J I •1 , �,6 1 574 SF I I , \ i \ t9 18,732 SF I, \'L COMMON AREAti, C { f \ O _Q O , \ \\ S r�` c� �,F'' , , 19.6-43 SF \o r° \ �o' / / C� ♦ sr , ,/ 1,665 SF f f ♦�; '' �s, `o lb 21140 SF _ � •�1 w 1 I �- + O° `\� \ % tiro � /i W ; �' � � ♦ /, 10 , . O \\\\ r, . e / c♦ J/, _� -, \\\ pp. /i ,r A• I Z Ld U wWI , Wa \ \ / °. ,y\ '` ,O- a, \� 5/ / /'� O O \ \ / 1tie p \ �. - O' / �a \/J O /' s V!. LL w (n l a cn l ,, s cr p \ \ / d / /�/ 66 + \ ° • / n / , .Q p• \ \ 40 / %,, / _ \. s , \ . / / Q A Z O �,=WI ,N� o r ��� 31 ,� . 30 21 OA N IQO a I < c� 2j\ \ 20,476 SF /g / �• �\ 19,230 SF , ' 00 O o 835 SF s \Q , / F ° .�O \ \\ 7 0� oo \ \° r° // n O, O I \ \ \ /w e / \o\J \�� s ,\\\\ 20 848 St /� / �' St.. 25,658 SF �,27,260 SF \♦ . \ /' ' F- (o I" a St \ \ o / t5+- �.10 \�,, s� , ��. , / A O 18 922 SF m �: o.. %h + '\ \ 21,258 SF oss r Gj \ \ \ / /� J + \ \\ o u / -.� Imo- \r e, l f O , .,,, �(\ , 75 �° \ !T °siU \\\ ,/�// %O; '� �j'� O S%.\\ Q�r a o J D.E. ,��Q \�\ \\\ O / /� ,S , Q �._ 68 I I 65 oU�- o , (? J2 � 20.840 SF o ` / �* s,. \ O \ \ /c �, >_ , F O-Jr. � W J O f ► 18.865 SF OO '�o"' ryA ��ti i i i \Fvr� \ ,@ \\ 19,171 SF ��, �� '� �° \\\v / p�� C7� �1 • Q \\ s "az� + O- N U e ti / , 2 "�.. \ \ \ '-...� O 20,598 SF ,` / 32 R �� 29 \�, o E" 19,417 SF O W I I �u ��o° d/ , \O O , 18,689 SF , • \ C+�O' .O ,�,• G•/O C r �'' yi• O \�' \ ro \\ O I ' w ---------- -� I I I ti / , �, O 2�/607 SF J . �, O S- � I �?. 74 /,0'1 p O. • pp ,O >\� '1• /,// \$�, \\ �,,'�'`` 59 ,y`� � �/� o' �.�� `�+�, � � 2O 21.199 SF � �I ° h o O / - s` �7 , D, A 38 -►°s h0 , 18,777 SF 4j , 1' / I WI 16 ��O o/� ti0���,'' \\\\ 69 '\O '�h' �i7 '°O- \ 64 •./ . h O % Rg. /c\ `:: �ti < p0 ) 6. /�/ �.o so \♦ 23 •'�O , ; W00 1:0 �I 9 / , , �• , a 18,862 SF •O O 5,9 O h tip° �`\ ,- \\\ Q+3 ' O : O �/ , o `o .ph O I W 1 �,, .° Sa ,c , \ \ ,9- , \� \ .,3 O• ),18,863 SF / p Q / \ �/ 18863 SF h o I N <I o' F / ,y ' \\\\ 1 .352 SF , ! \o, \ �p e. 'Q /r i \ \ ,� 0 2V F u \ a c ti �` �� 20 760 SF ° F I-_/ t; c,/ . \ \\ \ O' ° O• '� /,`,/` / \\!-J s\ `` \ Dc \rOp' I w M w, , G�pO* 'dry ' \\\ p // / \ s 1 w 0.<I ./ O \ O 4� 2 0 , / '� ,�E �ti �\ t9.015 SF , / i �` ♦ \ / �\-- \ I a I N, 21,158 SF �'r 70 A'\ \ pph R6+�O �,// tL ti \ jj 20,958 SF o I 1 O'` \ \ O j 6�L �ti q �-,\\\ - I� o , . ,/ �Dc. �- e °� l� J \ \ , - 1 -� -N \ \ 63 ♦ s,\ \ 26,371 SF - / , ,/ o p0 O°///� \�� \ 26 962 SF \\\ \�\ // O \_ ; w \ , \ to '� 1 I , ( 19,092 SF \\\ 1) , / ` . 1 ,� o j 34 �\\\i ..tr }a O , , \� \ \1 I f' U ' o , \ �'y� /' i.7 ail rt N ' I I n73O LINE TABLE -_ I LINE L42 LENGTH 32.33 .BEARING I N46'54'17� E _ L43 32.33 , S47'14'55"E L44 81.31 N46'54'17"E 45 L 92.77 N46'54'17"E L46 17.80 S4714'55"E L47 17.801 S46'54'17"W L48 50.13 S46'5_4'17"W L49 50.13 i N47'14'55"W L50 50.13 N46'54'17"E L51 50.13 S4714'55E L52 24.78 N45-15'53"W L53 24.78 N44'51'44"E L54 90.09 N45'15'53"W L55 103.04 S45'15'53"E L56 25.22 N44'51'44"E I L57 25.22 S45'15'53"E L58 109.44 S44'51'44"W L59 24.78 S45'15'53"E L60 24.78 S44'51'44"W L61 90.73 S45'15'53"E L62 103.68 ' S45-15'53"E L63 25.22 S44'51'44"W l64 25.22 N45'15'53"W L65 50.00 N45'15'53"W L66 50.00 N44'51'44"E L67 50.00 S45'15'53'E L68 50.00 S4451'44"W L6, 17. 90 S4714'55 'W W , , N W 1 ^ , 9 _ ,o. '�� 1� s / 6516 SF 0 O 37 w h ! 2 19,333 SFEn t'1r � 71 O' O \ o• � M \ / 'O O 1k`� -""' '• �' �� s� O \' / 4'n �07 ; of �hh •/;o c\12e cc22��. ,\o °O 62 .\ '26,371 SF �; \ " `n / O- 00 ,,�� A�.�00 ry0O \\ / <� Ey r" 112 I 131 / \ n n o \ G F,p I �01 78'j .� o�` _-__ _ - 35 0 � STORMWATER � o ,. � N vI/� , r,�. / ��. 18,861 SF STORMWA ER '� L• ---� Q. 26 \,.�----- \ °F I I IDc ►� O' f , 5t , 18,863 SF + Dc V , ." . „u. r+ > > X-, .0 \ \ tic 1 4! s- o �`• 18,863 SF TRACT 3 �' o \�F } ,� a O OO , ; : 18,863 SF •'� 09sF , e 69 0 o TRACT '8' °o SFro 72 119,594 SF O '\ 104,363 SF o '� •9 (, �' 'o cod` 25,144 SF o' 61 cp- yea-.�4� 36 0' F 0• �O 5�` �00• 25 �� 4 ; ���' Z�. C1z � .\h0• D� r 28,850 SF - \\\ ''------ 27,706 SF ,5O• 27,077 SF Y \ ---------------------- .------------------ „ 15' DRAINAGE EASM'T �- r-------------,► I „ 1 -y,"!' ,. 62 1 15' DRAINAGE EASM' - --- -- 1 • 515' DRAINAGE EASM'T �1 690.91' •S°15' DRAINAGE EASEMENT 319 99' - r ----- \ , -1 r, COWER CREEK DRAINAGE R-0 ;,�11 P.R.M. ---------------- ,w. .. � w' N00 Q$ 52 E 9 -, - _ € ;''� 1 : 25' F.P.&L. EASEMENT N00'08 52 E -- - ------------------------- '0'--------------`. ,�---------------------------------- ' � ;,� ,� ��. _ � �� ��.�. �.� � � �-� II N00'08 52 E -- - --- -- -�'- r-' • - �--- � - -� �- � ;- - �� � � -- -� �-------------------------------------------------------------------------------------------------- -� ---- - P.R.M. ,,. .� II �, REVISION DATE 1 3-19-02 LAUREL HOMES, INC. DATEi FEBRUARY 2002 PROD. NO. 02-12E CARTER ASSOCIATES, INC. a�- LA UREL RESERVE REVISED PER CITY OF SEBASTIAN COMMENTS REVISED ROADWAY PER OWNER 16-26-02 DRAWN BY+ KMG , Serving Florida 3201 CARDINAL DRIVE APPD. BY, JHB CONSULTING ENGINEERS AND LAND SURVEYORS - .-c CAo-�- VERO BEACH FLORIDA 32963 DRAW NO. E-1169-02 1708 21 st STREET, VERO BEACH, FL 32960 Since 1911 JDH H. BLL1M, P. E. DATE PRELIMINARY PLAT (561) 234-4106 FILENAMES 02-12E.DWG F. B. NO. PG. NO. 561-562-4191 FAX: 561-562-7180 © 2002 by CAI b FL13 IDA RES. # 458 CA ER ASSOCIATES, INC. 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'9 00 5 lL'05 - FOOl3 3£ZIL £LS L tZ L5 00'SZ b9'Z z zoo L3 3.LO,S£.£ZS 91 LI .Sb,£Z.L4 lsnidvyRIDN31j3A8npl 00'Zz oz•8t LOOM ONINV38 a o HO V1-13 a 318VI 3mno. kr jhfs myLwr rep/a+-�$G�ne.Ulsc�t� A P.U.D. AND PART OF THE WEST 1/2 OF THE NORTHEAST 1/4, SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, ' VP 5fku . /erg PLAT BOOK' PAG DOCKET NO. S=20 CERTIFICATE OF DEDICATION SOUTHMOON STATE OF FLORIDA INDIAN RIVER COUNTY, CITY OF S,EBASTIAN, FLORIDA UNDER D COUNTY OF INDIAN RIVER CITY OF SEBASTIAN q�RJ CERTIFICATE Q CITY SURVEYOR DR�R�S� KNOW ALL MEN BY THESE PRESENTS, THAT LAUREL HOMES, INC., A FLORIDA MORTGAGEES CONSENT STATE OF FL RIDA SUBJECT SITE CORPORATION, FEE SIMPLE OWNER OF THE LAND DESCRIBED AND PLATTED STATE OF FLORIDA COUNTY pt INDIAN RIVER o QN. HEREIN, AS LAUREL RESERVE, PHASE 2, BEING IN INDIAN RIVER COUNTY, COUNTY OF INDIAN RIVER CITY OF SEBASTIAN PART OF 18-31-39 CITY OF SEBASTIAN, FLORIDA, HAS CAUSED SAID LANDS TO BE SURVEYED RS-10 01-�,PSAND PLATTED AS SHOWN HEREON AND DOES HEREBY DEDICATE AS FOLLOWS: THE UNDERSIGNED HEREBY ;CERTIFIES THAT IT IS THE HOLDER THIS PLAT OF LAUREL RESERVE PHASE 2, A SUBDIVISION, HAS BEEN REVIEWED MDR �S� y� 1. THE UTILITY EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN OF THE MORTGAGES UPON THE PROPERTY DESCRIBED HEREON BY THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER EMPLOYED BY O AND DOES HEREBY JOIN IN! AND CONSENT TO THE DEDICATION THE CITY OF SEBASTIAN WHO HEREB CERTIFIES T THIS PLAT CONFORMS PERPETUITY TO THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS OF THE LAND DESCRIBED IN SAID DEDICATION BY THE OWNER TO THE REQUIREMENTS OF CHAPT 77 LORI ST TUTES. LOCATION MAP e _� SUCCESSORS AND/OR ASSIGNS FOR CONSTRUCTION, INSTALLATION, THEREOF AND AGREES THAT ITS MORTGAGE WHICH IS RECORDED 7 w MAINTENANCE AND OPERATION OF UTILITIES BY ANY PROVIDER INCLUDING IN OFFICIAL RECORDS BOOK 1474 AT PAGE 2423 OF THE NOT TO SCALE . 1 �''�z c Q z CABLE TELEVISION SERVICES, PROVIDED HOWEVER, NO SUCH CONSTRUCTION, PUBLIC RECORDS OF INDIAN RIVER COUNTY FLORIDA SHALL CITY SEBAS AN HIGHLAND z INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES DAV TAYLOR, P. .M. #5 .43 SU VEYOR S EAL UNIT 16 _ SUBORDINATED TO THE DEDICATION SHOWN HEREON. SIGNATURE DATE: ol/o SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, RS-10 IN WITNESS WHEREOF, THE SAID CORPORATION HAS CAU D "TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE THESE PRESENTS TO BE SIGNED, BY ITS VICE PRESID AND GENERAL NOTES. - TELEVISION COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT ITS CORPORATE SEAL TO BE AFFIXED HEREON BY ARC WITH 1. HORIZONTAL COORDINATE VALUES AND THE BEARINGS SHOWN HEREON ARE LEGEND SHALL -BE SOLELY RESPONSIBLE FOR THE DAMAGES. SUCH CONSTRUCTION, THE AUTHORITY OF ITS BOARD OF DLRECTORS THI _�3f _ DAY PS, PUBLIC SERVICE MAINTENANCE AND OPERATION BY A CABLE TELEVISION COMPANY SHALL OF OG'!'6�E2 __ 2008. - BASED UPON THE NORTH AMERICAN DATUM OF ] 983, ADJUSTMENT OF 1990 RS-10 RESIDENTIAL SINGLE FAMILY 10,000SF COMPLY WITH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE -- (NAD 83/90) AND PROJECTED IN THE STATE PLANE, COORDINATE SYSTEM, FLORIDA L-2 6 UNITS PER ACRE FLORIDA PUBLT ,SERVICE COMMISSION. DRIVEWAYS AND SIDEWALKS MAY NATIONAL CITY BANK AS SUCCESSOR OF BOR FEDERAL EAST ZONE (901). DIMENSIONS ARE DISPLAYED IN U.S. SURVEY FEET. CROSS THE UTILITY EASEMENT WHERE THEY ABUT A ROAD RIGHT-OF-WAY. SAVING BAN 2. THE PERMANENT REFERENCE, MONUMENTS WERE SET' ON NOVEMBER 18, 2005. • j FRONT YARD UTILIT EASEMENTS ARE SUBJECT TO THE RIGHT OF EACH LOT LEGAL DESCRIPTION: TO HAVE A DRIVEWAY FOR INGRESS/EGRESS AS APPROVED BY THE CITY OF BY: BELARDINELLI, VICE PRESIDENT 3. QQ P.C.P. = PERMANENT CONTROL POINT, SET "P-K" NAIL/TAB STAMPED SEBASTIAN. „CARTER ASSOC. L.B. 205 (PHASE-2-DES' PHASE.2' DESCRIPTION) BEING A� PORTION OF THE NORTHEAST 1/4 OF 2. THE DRAINAGE EASEMENTS' SHOWN ARE HEREBY DEDICATED IN /�� P.R.M. = PERMANENT REFERENCE MONUMENT 4"x4 CONCRETE PERPETUITY TO THE LAUREL RESERVE COMMUNITY ASSOCIATION, INC., ITS G'�'�'`'� IA. ALUMINUM DISK STAMPED "CARTER ASSOC. SECTION 18, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER MONUMENT WITH 2 D COUNTY FLORIDA. BEING . MORE PARTICULARLY DESCRIBED AS FOLLOWS:;SUCCESSORS AND/OR ASSIGNS FOR",,CONSTRUCTION, OPERATION, AND WIT SS WITNES PRM LB 205". UNLESS OTHERWISE NOTED. MAINTENANCE OF THE DRAINAGE FACILITIES AS A PART OF THE STORM- �.r.✓r L Li < </ Kr � n k er BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF WATER MANAGEMENT SYSTEM AND SHALL 'BE THE PERPETUAL MAINTENANCE PRINT NAME' PRINT NAME SECTION 1.8, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER 4. PLAT BENCHMARK = TOP OF 4"x 4% 24 CONCRETE MONUMENT STAMPED OBLIGATION OF SAID ASSOCIATION. FRONT YARD DRAINAGE EASEMENTS ARE COUNTY, FLORIDA, THE SAME BEING THE SOUTHWEST CORNER OF SOUTH P.R.M. CARTER ASSOC. LB205" AT NORTH R.O.W. OF LAUREL RESERVE DRIVE AND MOON UNDER SUBDIVISION AS RECORDED IN PLAT BOOK 11, PAGE 521' SUBJECT TO THE RIGHT OF EACH LOT TO HAVE -,A DRIVEWAY FOR ACKNOWLEDGMENT THE EAST BOUNDARY LINE OF LAUREL RESERVE PHASE. 1., ELEV. 24.69 N.G.V.D. PUBLIC RECORDS 'OF INDIAN RIVER COUNTY FLORIDA; THENCE RUN SOUTH INGRESS/EGRESS AS APPROVED BY THE CITY OF `SEBASTIAN. STATE OF FLORIDA 1929 00'08'52" WEST ALONG THE WEST LINE OF SAID NORTHEAST 1/4 OF SAID 3. THE STORMWATER MANAGEMENT TRACTS 6, 7, 8, 10 AND DRAINAGE COUNTY OFANDIAN RIVER SECTION 18 A DISTANCE OF 1326.73 FEET TO A POINT OF INTERSECTION EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY TO THE GPS VERTICAL CONTROL POINT NOTES: LAUREL RESERVE COMMUNITY ASSOCIATION INC. ITS SUCCESSORS AND/OR THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME WITH THE , NORTH BOUNDARY LINE OF LAUREL RESERVE PHASE 1 P.U.D., ASSIGNS FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE THIS F�_/� _ DAY OF__b_CTQ$F2_____, 2008, KIM BELARDINELLI, DESIGNATION - D 200 AS RECORDED IN PLAT BOOK 17, PAGE 45, PUBLIC RECORDS OF INDIAN PID - AF3462 RIVER COUNTY, FLORIDA; ' THENCE DEPARTING .SAID WEST LINE RUN ALONG STORMWATER MANAGEMENT SYSTEM AND SHALL BE THE PERPETUAL VICE PRESIDENT, NATIONAL CITY BANK ON BEHALF OF THE _ MAINTENANCE OBLIGATION OF SAID ASSOCIATION. THE STORMWATER `'� ,. CORPORATION. SHE IS PERSONALLY }S.LLLIN TO ME OR HAS STATE/COUNTY - FL/INDIAN RIVER , THE SAID NORTH BOUNDARY -LINE OF LAUREL RESERVE PHASE 1 P.U.D. �' USGS QUAD - SEBASTIAN 1970 PRODUCED_________________IDENTIFICATION. ( ) THE FOLLOWING: SOUTH 89'10'48" EAST A DISTANCE OF 324.37 FEET; MANAGEMENT SYSTEM IS SPECIFICALLY PROVIDED FOR IN THE DECLARATION PUBLISHED ELEVATION - NAVD 88, 16.30 (FEET) RUN NORTH 46'S4' 17" EAST'A DISTANCE OF 452.67 FEET; OF CONDITIONS, COVENANTS, EASEMENTS AND RESTRICTIONS FOR LAUREL",, PUBLISHED ELEVATION - NGVD 29, 17.74 ' (FEET) THENCE RESERVE. THE CITY OF SEBASTIAN IS GRANTED THE RIGHT, BUT NOT THEE..,_ BY:_ �_�1� _ __ THENCE RUN NORTH 85'14'32" EAST A DISTANCE OF 24.10 FEET; THENCE OBLIGATION, TO PERFORM EMERGENCY MAINTENANCE ON THE TRACTS, AND IS PRIN NAME:___1U.5Ad yI <s±�t� DESCRIPTION: BENCH MARK DISK SET IN TOP OF RUN SOUTH 47'14'55" EAST A DISTANCE OF 443.79 FEET; THENCE RUN DESIGNATED A THIRD PARTY BENIFICIARY FOR THE ENFORCEMENT OF 'THESE CONCRETE MONUMENT STAMPED "D 200 1960 NORTH 88'48'24" EAST A DISTANCE OF 235.55 -FEET TO A POINT OF MAINTENANCE REQUIREMENTS.-� ~NOTARY PUBLIC 5. THE BENCHMARKS ESTABLISHED HEREON WERE BASED ON A CLOSED LEVEL LOOP CURVATURE OF A NON -TANGENT CURVE TO' THE EALEFT;I THENCE 50 00 FEET, 19 4. ALL STREETS AND RIGHTS OF WAY SHOWN ON THIS PLAT ARE HEREBY MY `COMM SSION�EXPIRES AND ARE DISPLAYED IN U.S. SURVEY FEET, REFERENCED TO THE NATIONAL FEET ALONG THE ARC OF SAID CURVE, ET, DECLARED TO BE AND SHALL REMAIN PRIVATE. THEY ARE DEDICATED TO AND No._DbL L`t9 GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929). A CENTRAL ANGLE OF 46 03 20 AND A CHORD OF 39.12 , FEET WHICH SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF�THE LAUREL BEARS NORTH 21 50 04 LAST; THENCE RUN .NORTH 42 45 05" EAST A RESERVE COMMUNITY ASSOCIATION, INC., ITS SUCCESSORS AND/OR ASSIGNS �(CAI F.B. 600, PG. 59 - 64, 2/22/02 -' 2/25/02; SEE C.A.I. FB. 643, PG. 1) DISTANCE OF 50.00 FEET; THENCE RUN SOUTH 47' 14'55" EAST A FOR THE USE AND BENEFIT OF THE OWNERS AND I`ESIDENTS OF THIS _CERTIFICATE OF' -APPROVAL AND ACCEPTANCE OF CITY COUNCIL DISTANCE OF 54.83 FEET TO THE EAST LINE OF THE WEST 1/2 OF I SUBDIVISION, ALL PUBLIC AUTHORITIES, INCLUDING BUT NOT LIMITED TO STATE OF FLORIDK- CERTIFICATE OF SURVEYOR AFORESAID SECTION 18; THENCE RUN NORTH 00'09'39" EAST ALONG SAID POLICE, FIRE, AMBULANCE, AND UTILITY PROVIDERS SHALL HAVE THE RIGHT COUNTY OF INDIAN RIVER STATE OF FLORIDA EAST LINE A DISTANCE OF 1291.27 FEET TO THE NORTH LINE OF AFORE TO USE THE STREET- IN THE COURSE OF,/PERFORMING THEIR RESPECTIVE CITY OF SEBASTIAN *� COUNTY OF INDIAN RIVER DUTIES. THE CITY COUNCIL OF SEBASTIAN FLORIDA SHALL HAVE NO ' SAID SECTION 18; THENCE RUN .SOUTH 89'32'31 " WEST ALONG SAID Q ( �+h NORTH LINE A DISTANCE OF 1329.27 FEET TO THE POINT OF BEGINNING. RESPONSIBILITY, DUTY OR LIABILITY'�/HATS 0EVER REGARDING SUCH STREETS. THIS IS TO CERTIFY THAT ON ._ ��__, 2008, THE CITY KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING A „„ „ 5. THE COMMON AREAS AS SHOWN (TRACT. A , COMMON AREA E , COMMON COUNCIL OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA APPROVED LICENSED AND REGISTERED LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON " " �' THE FOREGOING PLAT. SAID LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA AND AREA F , COMMON AREA SAND COMMON AREA H) ARE HEREBY NOVEMBER 17, 2005, HE COMPLETED THE SURVEY OF THE LANDS AS DEDICATED IN PERPETUITY TO AND SHALL BE THE PERPETUAL MAINTENANCEO SHOWN IN THE FOREGOING PLAT; THAT SAID PLAT IS A, TRUE AND CORRECT CONTAINING ' 38.02 ACRES,, MORE OR LESS.' tDo ism OBLIGATION OF THE JREL RESERVE COMMUNITY ASSOCIATION, INC., ITS - �'`� REPRESENTATION OF THE LANDS SURVEYED; ' THAT THE SURVEY WAS MADE ,LASUCCESSORS AND/OR ASSIGNS. - MAYOR DAVID FIS R, CITY ENGINEER UNDER MY DIRECTION AND SUPERVISION; THAT THE SURVEY DATA COMPLIES 6. THE LANDSCAPE EASEMENTS AND IRRIGATION EASEMENTS AS SHOWN ARE WITH ALL THE REQUIREMENTS OF CHAPTER 177 FLORIDA STATUTES; AND HEREBY DEDfCATED IN PERPETUITY TO AND SHALL BE THE PERPETUAL - __ THAT THE LAND IS LOCATED IN INDIAN RIVER COUNTY, FLORIDA; THAT THE MAINTENANCE OBLIGATION OF THE LAUREL RESERVE COMMUNITY ASSOCIATION, PLAT COMPLIES WITH THE CITY OF SEBASTIAN LAND DEVELOPMENT CODE AND MMC, CITY CLERK , ClORNEY THAT PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL v • INC,TS SUCCESSORS AND/OR ASSIGNS. SALLY M 0, 4 ATTE TO MAYOR SIGNATURE APPROVED AS TO LEGA , FORM ( ) P01 S HA BEE SET. CERTIFICATE OF TITLE AND CONTENT R°• p. �Nsr3HQG 4H IN WITNESS WHEREOF THE ABOVE NAMED CORPORATION HAS CAUSED THESE Zi Zv0 STATE OF FLORIDA s • COUNTY OF INDIAN RIVER PRESENTS TO BE SIGNED BY ITS VICE PRESIDENT AN WITH THE AUTHORITY FRANK S. UCCURE P.S.M. SIGNA E DATE ,'� ..• ,� OF ITS BOARD OF DIRECTORS THIS DAY, OF F€ ___, 2008. F RIDA-` 'ICENSE No. 4765 I, BRUCE BARKETT OF COLLINS, BROWN, CALDWELL, BARKETT & LAUREL HOM INC., "ORIDA CORPORATION ,Cr CERT1FICAT10N OF THE CLERK OF THE CIRCUIT COURT R ASSOCIATES INC. LB 205 GARAVAGLIA CHARTERED, LICENSED IN THE STATE OF FLORIDA AS OF THIS:STATE OF: FLORIDA f- ( 17 '21 ST STREET VERO BEACH, FLORIDA 32960-, %y BY: - �l- ---- a ° _2.DAY, _-�'0.6EC_, 2008, DO HEREBY CERTIFY THAT1 HAVE - -- = -- COUNTY OF: INDIAN RIVER I ��,� • ".* EXAMINED THE TITLE TO THE HEREON DESCRIBED PR P'BRTY THAT WE DE L B. ROBINSON, VICE PRESIDENT NOTICE: �_ ,y�o� FIND THE TITLE TO THE PROPERTY IS VESTED IN LAUREL HOMES, INC. A WITNESS: Z�.i/ f WITNESS:QI, CLERK OF THE CIRCUIT COURT OLL F INDIAN RIVER COUNTY, THIS PLAT, RECORDED IN ITS GRAPHIC FORM, IS THE FLORIDA CORPORATION WITH A MORTGAGE IN FAV6R OF NATIONAL CITY FLORIDA DO HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT OFFICIAL DEPICTION OF THE SUBDMDED LANDS DESCRIBED. BANK AS SUCCESSOR OF HARBOR FEDERAL SAVINGS BANK, RECORDED IN PRINT NAME: Dan;tl ,�. �,v.,s PRINT NAME: OF LAUREL RESERVE PHASE 2, AND THAT IT COMPLIES WITH ALL HEREIN AND WILL IN,.NO CIRCUMSTANCES BE SUPPLANTED IN c OFFICIAL RECORD BOOK 1474, AT PAGE 23 AS MODIFIED IN OFFICIAL ACKNOWLEDGMENT THE REQUIREMENTS OF CHAPTER 177 OF THE LAWS OF FLORIDA. AUTHORITY IN ANY OTHER',,, OR DIGITAL FORM OF c RECORD BOOK 1579, PAGE 2296, P LIC RECORDS OF INDIAN RIVER STATE OF FLORIDA THIS PLAT FILED FOR RECORD THIS _______ DAY OF THE PLAT. i COUNTY, FLORIDA. ALL' TAXES HAVE EEN PAID ON SAID PROPERTY AS COUNTY OF INDIAN RIVER 2008, AND RECORDED ON PAGE C RK OF REQUIRED BY SECTION 197.192, ORIDA STATUTES, AS AMENDED. ALSO, PLAT BOOK ---- IN IN THE OFFICE OF HE LE 0 THERE ARE N OTHER NS R ENCUMBRANCES EXCEPT AS PROVIDED TH FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS THE CIRCUIT COURT OF INDIAN RIVER COUNTY, FLORIDA. THIS INSTRUMENT WAS PREPARED BY: FRANK S. CUCCURESE ON THIS PLAT. mod DAY OF_.Q�to_b�� , 2008, BY DEEELLEN B. DATE: NOVEMBER, 18 2005. o o BY: ----------------- ------------------ VICE PRESIDENT OF LAUREL HOMES, INC., A FLORIDA LAL:L:YD DEPUTY CLERK OF THE CIRCUIT COURT OF INDIAN RIVER COUNTY. v BRUCE BARKETT, A ORNEY AT LAW ATICIL ON NOWN TO ME OR BEHALF PRODUCED CORPORATION. SHE IS -IERSO F CATION.. CARTER ASSO CIA sl INC. BY: _ _ _________ _ _ _-___ _ ,��or��4 c. CONSULTING ENGINEERS AND LAND RVEYORS . P R I -NAME _�i_a_R��_ r v_e,.�------------ C f Ty O F 1P ser'Vln Florida NOTARY PUBLIC ,���� fRANG'ESGAAVER ORPORA nLERKCOO N I NAL CITY B NK 1708 21 st STREET 772-562-419) BONE) 2 MYCOWSSIONJI)DMIMSEaAsT�A�I VERO BEACH FLORIDA 32960 772-562-7180. FAX. Since 1 �11 MY COMMISSION EXPIRES dum29.2 1__ SEAL CIRT SELL-18ys � { N O EXPIRES: June 29, 2012 i lad,d Thru Nolary PuMk UndenvrR�+ SHEET 1 OF 6