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HomeMy WebLinkAbout1998 - Phase 1 Boundary & Topographic Surveya StOASTIAN' �1 MunlcmAt-....... . yw K J(i C LOCATION MAP NOT TO SCALE PROJECT SITE LOT III. COLLIER CLUB. PHASE A PARCEL OF LAND LYING IN SECTION 28. FLEMING GRANT. INDIAN RIVER COUNTY. FLORIDA. DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE SOUTH LINE OF THE FLEMING GRANT. WITH THE WESTERLY RIGHT-OF-WAY LINE OF AIRPORT DRIVE. THENCE NORTH 32*50*46' WEST (FOR THE PURPOSE OF THIS DESCRIPTION THE SOUTH LINE OF THE FLEMING GRANT BEARS NORTH 45007'37- EAST). A DISTANCE OF 1172.37 FEET: TO THE POINT OF BEGINNING. THENCE NORTH 44°24'33' WEST. A DISTANCE OF 65.00 FEET: THENCE NORTH 45°35'27- EAST. A DISTANCE OF 125.00 FEET: THENCE SOUTH 44°24'33" EAST. A DISTANCE OF 65.00 FEET: THENCE SOUTH 45°35'27' WEST. A DISTANCE OF 125.00 FEET. TO THE POINT OF BEGINNING. SURVEYOR'S NOTES: 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF. 2. THE WEST LINE OF LOT III BEARS N 44-24'33-W AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 3. BENCHMARK- TOP OF RAILROAD SPIKE IN PARK AT THE NORTHWEST SIDE OF LOT III 21.00. NATIONAL GEODETIC VERTICAL DATUM. 1929. t___ 0 T 1 1 2 -LEGAL DESCRIPTION LOT 111. COLLIER CLUB. PHASE I. ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK PAGE OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. -ACCURACY THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT IN 7,500 FEET WHICH WAS MET IN THE CASE OF THIS SURVEY. -DATA SOURCES THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT OR HIS REPRESENTATIVE. -MEASUREMENT METHODS ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY TO A MINIMUM OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY OF I PART IN 50.000. ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. -LIMITATIONS PROPERTY LIES IN FLOOD ZONE 'X'. ACCORDING TO MAP NO. 12061C . DATED MAY 4. 1989. -BOUNDARY INCONSISTENCIES NONE. -APPARENT PHYSICAL USE VACANT LAND. -EASEMENTS AS 511,OWAI O / ,s, _A7-Chy -CERTIFIED TO: PASSAGE ISLAND HOMES, INC. ATTORNEYS' TITLE INSURANCE FUND, INC. FIRST NATIONAL BANK AND TRUST COMPANY OF THE TREASURE COAST COLLINS, BROWN, CALDWELL, BARKETT, ROSSWAY, GARAVAGLIA AND MOORE, CHARTERED -DATE OF SURVEY: AUGUST 27. 1998 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. -SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE DAVID M. JONES. FLORIDA LICENSE NUMBER, LS 3909 -.t (SIGNED AND SEALED) � / SET IRON ROD & 3909 CAP 17.89 t s ,9 4FC �Q /t�l 15.3618.78LOT 1 1 I9.4I SET IRON ROD 18. 12 & 3909 CAP PROPOSED 2-g�c 9 I STORY RESIDENCE POINT OF CURVATURE FINISH FLOOR 1Z% 5 1 N RIGHT OF WAY - 20 - ABOVE CROWN 24'10.1 # .12' (22.27 NGVD) `17 (7.86 + 17.74 \ 110 OQ SET IRON RODS + & 3909 CAP 17.971 \ LOT 110 PROPOSED \ /, DRIVEWAY I I .00' 8 G,\ .0 o . 1 8.2 1 ell c� �j�, \6o SET I RON ROD o,Lsl �,� ^ � �& 3909 CAP POINT OF / \BEGINNING CI LEGEND: P.O.B.- POINT OF BEGINNING P.O.C.- POINT OF COMMENCEMENT (9i- WELL \ �� P.R.M.- PERMANENT REFERENCE MONUMENT P.C.P.- PERMANENT CONTROL POINT P.C.- POINT OF CURVATURE P.T.- POINT OF TANGENCY P.I.- POINT OF INTERSECTION R/W- RIGHT OF WAY CENTERLINE EV - ELEVATION MEAS - MEASURED ELEC - ELECTRIC © CABLE PEDESTAL • IRON ROD AS NOTED m SANITARY MANHOLE TELEPHONE PEDESTAL IE ELECTRIC BOX 0 POWER POLE CR WATER METER O SEWER SERVICE -� s PALM TREE , +�* PINE TREE c • CEDAR TREE ccc OAK TREE JE UTILITY EASEMENT DE DRAINAGE EASEMENT P 0 1 NT OF COMMENCEMENT 20* 1 ti ti ti I PROPOSED i RESIDENCE i %Q I I 0 1 l ti 1 SETBACK LINE b ti -- --- - - =ti--- -.—CURB LOT GRADING PLAN FIELD BOOK 110. PAGE 25 95307CB.RW5/9530711i.GCD W 0� D o I--- W n _Wp r Q LLI U. z � Q � Z 0- Q o � - ~ O o w W 0 Q LLJ r0 �. z D CL O 0 to CK LU a M z j < .� !t tom C4 • > 1 J O < LL � rf rnrn W ^ U O to CK tot DRAWN DMJ -- -- CHECKED - DMJ SCALE - - 1--20*----- - --- SHEET OF I SHEETS FLEMMING PROJECT PROPOSED LOT 110. COLLIER CLUB. PHASE i ' T A PARCEL OF LAND LYING IN SECTION 28. FLEMING GRANT. INDIAN RIVER COUNTY. FLORIDA. DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE SOUTH LINE OF THE FLEMING GRANT. WITH THE WESTERLY RIGHT-OF-WAY LINE of AIRPORT DRIVE. THENCE NORTH 32°10'22' WEST (FOR THE PURPOSE OF THIS DESCRIPTION THE SOUTH LINE OF THE FLEMING GRANT BEARS NORTH 45007'37' EAST). A DISTANCE OF 1108.,7 FEET: TO THE POINT OF BEGINNING: THENCE NORTH 44°24'33' WEST. A DISTANCE OF 65.00 FEET: THENCE NORTH 45035'27' EAST. A DISTANCE OF 125.00 FEET: THENCE SOUTH 44°24'33- EAST. A DISTANCE OF 6S.00 FEET: THENCE SOUTH 45-35.27- WEST. A DISTANCE OF 125.00 FEET. TO THE POINT OF BEGINNING. SURVEYOR ' S NOTES: MAP ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF. L 0 CA T I ON MA P 2. THE WEST LINE OF LOT 110 BEARS N 44°24'33-W AND ALL NOT TO SCALE OTHER BEARINGS ARE RELATIVE THERETO. 3. BENCHMARK- TOP OF RAILROAD SPIKE IN PARK AT THE NORTHWEST SIDE OF LOT 111 21.00. NATIONAL GEODETIC VERTICAL DATUM. 1929. 'LEGAL DESCRIPTION LOT 110. COLLIER CLUB. PHASE !. ACCORDING TO THE PLAT THEREOF. AS RECORDS IN PLAT BOOK . PAGE OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. -ACCURACY THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT IN 7.500 FEET WH;CH WAS MET IN THE CASE OF THIS SURVEY. -DATA SOURCES THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT OR HIS REPRESENTATIVE. -MEASUREMENT METHODS ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK. ASSOCIATED WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY TO A MINIMUM OF 6 SECO�JDS PER ANGLE WITH A DISTANCE ACCURACY OF I PART IN 50.000. ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS PERFORMED BY CREA7!NG A CLOSED GEOMETRIC FIGURE AND ANY SIDE SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. -LIMITATIONS PROPERTY LIES IN FLOOD ZONE 'X-. ACCORDING TO MAP NO. 12061C DATED MAY 4. 1989. -BOUNDARY INCONSISTENCIES NONE. APPARENT PHYSICAL USE VACANT LAND. -EASEMENTS AS .51V OWA/ oA/ -CERTIFIED TO: - PASSAGE ISLAND HOMES, INC. ATTORNEYS' TITLF TNSUTRANC'E FUND, INC, FIRST NATIONAL BANK AND TRITE COMPANY 'OF THE TREASURE COAST COLLINS, FROWN, CALDWELL, PARKETT, ROSSWAY, GARAVAC,LIA AND MOORE, CHARTERED -DATE OF SURVEY: AUGUST 27. !998 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. -SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE DAVID M. JONES. FLORIDA LICENSE NUMBER LS 3909 lS!GNED AND SEALED) A SET IRON ROD & 3909 CAP ' 9.4 I s �C 4Fo <v 18 .5 I 19. 7 /x Y 19.47 + 1 1 . 50' 6S 17.74 ! 8 . if 00 x + 18 /� 2-6�, 1"'k- 19.40 18. 22 � F 1 18 -T b 1 8. 7 1� o - LU7 PROPOSED 6 1 STORY RESIDENCE POINT OF CURVATURE 18.24 F I N I SH FLOOR 20' ABOVE CROWN N RIGHT OF WAY \ 8- 18. 2 2-18' { 8- ( 21 .9 I NGVD ) \ > 6' + \'Y !8.23 ' 18.14 8.55 Yk '` 8 8 2 18.6 2 5.2 ' -►,k `'i ` �°�'' DO S E T Ok.0 N R O DS /-2 0,794; ^•; Doti \& 3909."CAP lo- x PROPOSED �t <��� 18.65 DRIVEWAY y 0 1. 5 0' - 5 18 . A `� �� 19.47 �`p p SET IRON ROD & 3909 CAP ` 0� � PO NT OF ,r ti� BEGIN NING �CC��� ,Qo PROPOSED SIDEWALK LEGEND: P.O.B.- POINT OF BEGINNING ©"' WELL P.O.C.- POINT OF COMMENCEMENT TER METER O P.R.M.- PERMANENT REFERENCE C2 WA� p MONUMENT O SEWER. SERVICE P.C.P.- PERMANENT CONTROL POINT PALM TREE P.C.- POINT OF CURVATURE � P.T.- POINT OF TANGENCY P.I.- POINT OF INTERSECT!ON PINE TREE ` R/W- RIGHT OF WAY CENTERLINE LEV- - ELEVATION MEAS - MEASURED • CEDAR TREE ELEC - ELECTRIC <<��� © CABLE PEDESTAL OAK TREE • IRON ROD AS NOTED r PO I NT OF m SANITARY MANHOLE JE UTILITY EASEMENT COMMENCEMENT m TELEPHONE PEDESTAL DE DRAINAGE EASEMENT E ELECTRIC BOX • o POWER POLE � T I (__0T SET IRON ROD & 3909 CAP 109 I ' PROPOSED i RESIDENCE i e I SETBACK - LINE 0 e ti O A p CURB 0 0 LOT GRADING PLAN FIELD BOOK 110. PAGE 25 95307CB.RW5/9530711O.GCD REVISIONS I BY 4 xf 111-116 E.4 sE,7E�trs4 3 . CH.9 GE To SEdq�/ 2. ADD MOB DESC 11-3-98 DMJ I Abb WAT -S -& DMJ DETAIL 10-15-98 w � o � � n � W o 0- a Q LLj U ir 0 z I- Q o � - �. o ILL n L LLJ LJ C v CC Q rZ W a z Q D CL 0 m 0 ILL � M C� W 37 z z oCr_ tow c - > c�v > , :3 x >` (1 G ; Do n W 0 Q' C� 90 to cl� in in U) u) DRAWN DMJ CHECKED -- -- _J M J _---- 7-3-98 SCALE 1 --20'... 95-307-I10 SHEET I OF I SHEETS FLEMM1NG m' 11 I ti 1 .• I DRA •' 'DMJM •. DATE OF.SURVEY. ,,AUGUST 27..t998 . •- .. . I 1 THIS SURY9Y .1 S .Nb1'i,,VAL I D WITHOUT .THE SIGNATURE AND ORIGINAL ' ' .. DCHE� RAISE 6tA '' I A L AF THE.FLORIDA LICENSED SURVEYOR AND MAPPER � CURB DATE - . .... , .. AM 0 NAMED B.E. W. .- 7-3 _ 98 :.. ,. ... ;SURVEYOR VEYOR AND '1►IAi�P R. t R S 0 S N E N E P N 1 BLE :CHARGE :. , . { (t ` C � ;:.. • : -. :. -+-- ---� w .. ' " CALF 20 -:.. D f1. ONES FLORIDA C R DA LICENSE ENSE N UMBER tS .:• ; . ; -. - _:. { LOT GRAD 1NG PLAN - 95-307 [DASVU SHEET lip N EO NOS h ED1 , FIELD -BOOK 110. PAGE`25 -- _ 95 5/9530 71 10GCD ..- OF 1 SHEETS . . a., i • a LOCATION MAP NOT TO SCALE PROJECT SITE LOT 10. COLLIER CLUB. PHASE A PARCEL OF LAND LYING IN SECTION 28. FLEMING GRANT. INDIAN RIVER COUNTY. FLORIDA. DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE SOUTH LINE OF THE FLEMING GRANT. WITH THE WESTERLY RIGHT-OF-WAY LINE OF AIRPORT DRIVE. THENCE NORTH 41019'34- WEST (FOR THE PURPOSE OF THIS DESCRIPTION THE SOUTH LINE OF THE FLEMING GRANT BEARS NORTH 45°07'37" EAST). A DISTANCE OF 1115.58 FEET: TO THE POINT OF BEGINNING, THENCE NORTH 44.24'33- WEST. A DISTANCE OF 65.00 FEET: THENCE NORTH 45.35'27- EAST. A DISTANCE OF 125.00 FEET. THENCE SOUTH 44024'33' EAST.- A DISTANCE OF 65.00 FEET: THENCE SOUTH 45.35*27" WEST. A'DISTANCE OF 125.00. FEET TO THE POINT OF BEGINNING. POINT OF CURVATURE IN RIGHT OF WAY SURVEYOR'S NOTES: 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF. 2. THE WEST LINE OF LOT 10 BEARS N 44. 24.33-W AND ALL OTHER BEARINGS ARE RELATIVE THERETO, 3. BENCHMARK- TOP OF RAILROAD SPIKE IN PARK AT THE NORTHWEST SIDE OF LOT 111 21.00. NATIONAL GEODETIC VERTICAL DATUM. 1929. -LEGAL DESCRIPTION LOT 10. COLLIER CLUB. PHASE I, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK PAGE OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. -ACCURACY THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT IN 7.500 FEET WHICH WAS MET IN THE CASE OF THIS SURVEY, -DATA SOURCES THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT OR HIS REPRESENTATIVE. -MEASUREMENT METHODS ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY TO A MINIMUM OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY OF I PART IN 50.000. ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND CONVENTIONAL FIELD NOTES, THE BOUNDARY WAS PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. -LIMITATIONS PROPERTY LIES IN FLOOD ZONE -X'. ACCORDING TO MAP NO. 12061C . DATED MAY 4. 1989. -BOUNDARY INCONSISTENCIES NONE. -APPARENT PHYSICAL USE VACANT LAND. -EASEMENTS 15' UTILITY , FRONT. -CERTIFIED TO: PASSAGE ISLAND HOMES, INC. ATTORNEYS' TITLE INSURANCE FUND, INC. FIRST NATIONAL BANK AND TRUST COMPANY OF THE TREASURE COAST COLLINS, BROWN, CALDWELL, BARKETT, ROSSWAY, GARAVAGLIA & MOORE, CHARTERED -DATE OF SURVEY: AUGUST 27. 1998 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. -SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE DAVID M. JONES. FLORIDA LICENSE NUMBER LS 3909 (SIGNED AND SEALED) 19 SET IRON ROD & 3909 CAP SOT SET IRON RO & 3909 CAP \ \ SO / • \ -9� 20.54( �L o.6 5\ \• PROP S D � \ C� \ 24' \ DRIVEWAY • \� ���\ �•q2O Op 19.55 j% \ 16 \ 12 . \ �I \ •Q°q \ Y . os 25.20' \� �,1 roa roA/ �� 14- \ �° 16' JQA I PROPOSED STORY RESIDENCE 16 20.29 FINISH FLOOR 20' ABOVE CROWN 9.42 19.68 11.50' _� •6. 16' 14- (22.20 NGVDI �. 020.30 5' 6 \ 10' / DO 19.50 \\ $' 17 Nfl.5i T ^\ 00 19.92 L� I 5' 6- 10' ti 6' 19.32 FXo $- Ifl.28 21.17 tK �F 19.5 6- 5 O 19.14 6' 19.27 v 6.S 18.E9 19.15 +� 6 5 /p 6 .la 0 SET 39090OD CAP & \ POINT OF BEGINNING LEGEND: I i Yam• P.O.B.- POINT OF BEGINNING P.O.C.- POINT OF COMMENCEMENT WELL P.R.M.- PERMANENT REFERENCE MONUMENT 021 WATER METER P.C.P.- PERMANENT CONTROL O SEWER SERVICE POINT P.C.- POINT OF CURVATURE P.T.- POINT OF TANGENCY PALM TREE P.I.- POINT OF INTERSECTION R/W- RIGHT OF WAY LCENTERLINE PINE TREE EV- -ELEVATION MEAS - MEASURED „nl-) ELEC - ELECTRIC c • CEDAR TREE ® CABLE PEDESTAL <<LV`J • IRON ROD AS NOTED OAK TREE m SANITARY MANHOLE ED TELEPHONE PEDESTAL 10 ELECTRIC BOX O POWER POLE POINT OF COMMENCEMENT f-11.50, L0-F 20' PROPOSED SIDEWALK ,5 Dff BRCK Cu.2B I8.84 \ SET IRON ROD & 3909 CAP ' /5 U T/L / Ty E,4SEAjENT b F PROPOSED i RESIDENCE I •e I e SETBACK LINE o a o - - ----- --- i-- '4---. �� CURB O •D LOT GRADING PLAN FIELD BOOK 110. PAGE 25 95307CB.RW5/95307010.GCD REVISIONS BY f 4. Rf�fsF �sivEts%atc' 3. 01",96 To 5;Efr14d ' 28 2. ADD M&B DESC 11-3-98 1. ADD WALK & DETAIL 10-15-9$ j uii � o F- W Y W 0 - Q LLJ C) z 0 z 0- Q { 0 a- - � o LL LLJ (WL V Q Q Q Lucif z Q 0 m O to ch tof L ! CL M 0 v t0co cr 0 � O - > cV cif O> LL w W co Q O tot cif �^ a' to to toin DMJ DATE 7-3-98 SCALE I'-20' JOB NO. 95-307-IO SHEET I OF i SHEETS cl' t< ' — SETBACK`' LINE ` - N p. } > in oz b _ r G- r. DM ,.. _ ... _ T OF S RV Y .AUGUST 271998 '. ED DM _ . _. ..:. �U THE SIGNATURE AND :OR IG[NAL TH[S:SURVE c 1 YALtO WITH 7 [ 3 _ .:.NO'1: (SE ...:SEAL � THE FLOR I DA . L t CENSED SURVEYOR AND MAPPER :. ..: -- SCJ1iF ,. . _...NAMED , _ L _. . ,x. , a 2 0 c , . f 0 R MAP PER � N RE SPONS I BLE CHARGE — _ - .; LOT R N JOB NO. . _... >.,.. .SURVEY ,ANO _ , , : _ V JO S FLOR DA LICENSENUMBER L8 3909 - . ... .. . — — 95 307 06 , ,r .00.-ta Ac 2 • NQ G E AND:S LED)• r , l WASitAn •�f r. ....a., momictPAIAMPOnt ,' is • �.,«.. � LOCATION MAP NOT TO SCALE PROJECT SITE LEGEND: P.O.B.- POINT OF BEGINNING C9 WATER METER P.O.C.- POINT OF COMMENCEMENT 0 SEWER SERVICE P.R.M.- PERMANENT REFERENCE MONUMENT PALM TREE P.C.P.- PERMANENT CONTROL POINT P.C.- POINT OF CURVATURE PINE TREE P.T.- POINT OF TANGENCY P.I.- POINT OF INTERSECTION R/W- RIGHT OF WAY �"')'3 KCENTERLINE c CEDAR TREE EV - ELEVATION Ccc MEAS - MEASURED ELEC - ELECTRIC * OAK TREE • IRON ROD AS NOTED [DTELEPHONE PEDESTAL m SANITARY MANHOLE ® ELECTRIC BOX -LEGAL DESCRIPTION LOT 6. COLLIER CLUB. PHASE 1. ACCORDING TO THE PLAT THEREOF. AS RECORDED'IN PLAT BOOK PAGE OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA. -ACCURACY THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT IN 7.500 FEET WHICH WAS MET IN THE CASE OF THIS SURVEY. -DATA SOURCES THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF THE PUBLIC RECORDS WAS _MADE BY THIS OFFICE TO LOCATE THE EXISTENCE OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT OR HIS REPRESENTATIVE. MEASUREMENT METHODS ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY TO A MINIMUM OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY OF I PART IN 50.000. ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. -LIMITATIONS PROPERTY LIES IN FLOOD ZONE 'X'. ACCORDING TO MAP NO. 12061C . DATED MAY 4. 1989. -BOUNDARY INCONSISTENCIES NONE. -APPARENT PHYSICAL USE VACANT LAND. EASEMENTS 15' UTILITY . FRONT. *CERTIFIED TO: -DATE OF SURVEY: AUGUST 27. 1998 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. -SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE DAVID M. JONES. FLORIDA LICENSE NUMBER LS 3909 (SIGNED AND SEALED) PROPOSED LOT 6. COLLIER CLUB. PHASE A PARCEL OF LAND LYING IN SECTION 20. FLEMING GRANT. INDIAN RIVER COUNTY. FLORIDA. DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTION OF THE SOUTH LINE OF THE FLEMING GRANT. WITH.THE WESTERLY RIGHT-OF-WAY LINE OF AIRPORT DRIVE. THENCE NORTH 41.54'31' WEST (FOR THE PURPOSE OF THIS DESCRIPTION THE SOUTH LINE OF THE FLEMING GRANT BEARS NORTH 45.07'37' EAST). A DISTANCE_ -OF 137,5.27 FEET: TO THE POINT OF BEGINNING. THENCE NORTH 44.24'33- WEST. A DISTANCE OF 65.00 FEET: THENCE NORTH 45-35.27' EAST. A DISTANCE OF 147.27 FEET: TO A POINT ON A CURVE. CONCAVE TO THE NORTHEAST. HAVING A RADIUS OF 270.00 FEET. THE RADIUS POINT OF WHICH BEARS NORTH 22040'13' EAST: THENCE SOUTHEASTERLY. ALONG THE ARC OF SAID CURVE. THROUGH A CENTRAL ANGLE OF II°19*07'. A DISTANCE OF 53.34 FEET TO THE POINT OF REVERSE CURVATURE. OF A CURVE. CONCAVE TO THE SOUTHWEST. HAVING A RADIUS OF 25.00 FEET: THENCE SOUTHERLY. ALONG THE ARC OF SAID CURVE. THROUGH A CENTRAL ANGLE OF 43'50.39-. A DISTANCE OF 19.13 FEET: THENCE SOUTH 45*35*27" WEST. A DISTANCE OF 176.73 FEET. TO THE POINT OF BEGINNING. • SURVEYOR'S NOTES: Co 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF. S O , �R 2. THE WEST LINE OF LOT 6 BEARS N 44.24'33-W AND ALL R / G CL OTHER BEARINGS ARE RELATIVE THERETO. N 3. BENCHMARK- TOP OF RAILROAD SPIKE IN PARK. AT THE NORTHWEST rUN�FR CpNs OF- D R SIDE OF LOT 111 21.00. NATIONAL GEODETIC VERTICAL DATUM. 1929. !TCC- rRtic r�0 s FA E PROPOSED SIDEWALK-__.p Rp ELAND $ pFF BACK CURB- �` ��• RO SET I RON ROD & 3909 CAP C/ �-- SET IRON ROD & 3909 CAP 15 UTILITY s , 909 SET IRON ROD EASEMENT \'! d� , 1 & 3909 CAP \` /-25' 19.49 //,Q 19. 12- 12. C2 9.75 i ��` 2- PROPOSED .55 ,� DRIVEWAY SET IRON ROD 2- 19.07 `�� �4- 19.66 & 3909 CAP 18.5 19.25 '\� 19 18�v`. / L- 0 1 a1 8 18.49 I4' �0 SI2' 10' 18.79 18.75 • 10' n 18.88 12 ' � _ PROPOSED 6! 4j I STORY RESIDENCE .� MINIMUM 20 ABOVE I AC PAD 5-12' 8 g • CROWN OF ROAD 8.92 (21.54 NGVD) x 18.03 28- (-)68.52 /1 0 14' C 19.16 19. 9 14' ' 7''��'',�� 2-6' 18.63 r �k+18. I � WI8.66 18.38 cc�"�cc6' LIv � �l1 L0 T 6 ;0_19.16 18.07W10- LOT 7 (7.47* 6 3-12' O0. �/ Fes- I C,y 6s CURVE DELTA ANGLE RADIUS C 1 11.19*07" 270.00' C 2 43050'39' 25.00' 24' 17.86 POINT of BEGINNING \,</SET IRON ROD \ ti 3909 CAP S �• \ POINT OF COMMENCEMENT ARC TANGENT CHORD CHORD BE 53.34' 26.76' 53.25S 7205< 19.13' 10.06' 18.67' S 5604: AR I NG �'21'E i'35-E `o PROPOSED j RESIDENCE i 1 � I 1 S ti SETBACK LINE W 0: D W � TQ ais I- Q C Z a Z „_[ 0- Q t� O LL W V � Q W V) Z D CL 0 m r 0 0 tt^^ CL M V l Q Fi Z 0 .� v tow . Q }Ln (0 N� Cif a z LL ^ U) N o� ^^ LL ^ ,. !U O N� CL � r --- DM DRAWN CHECKED CURB D M J --� - -- - - DATE ° 7_3-98 -� - - SCALE _ I -20' LOT GRADING PLAN JOB NO. 95-307-06 SHEET FIELD BOOK 110. PAGE 25 95307CB . RW5 /95307006 . GCD OF SHEETS L MMING