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HomeMy WebLinkAbout1993 - (#10) Preliminary Right of Way Survey- F � Iz RIGHT—OF—WAY SURVEY Of Indian River Drive Sebastian Riverfront District Indian River County, Florida x. _ w C! co co �Vr/J r -/I/,/, t.//��/,►^ ��/i r1, C;t Ih/J;„i< /,r, �_- ry /U Edt-jC. rr ( LC.r t \.fr r,—aww/♦wr v i I\/r r /� /`�/v/,,A/,i�- ��,il'1' ^` L— ld lA Ci r r lJ L ti r I \I r r, v aw wi lw r v r .i r lJ r r 4/ 1 a/ 'y 8 la L!: C.,C/r. 1 I ~.)iiC, Lli / � - /i./, I' ID + /a4 I r 1 lw L wi l/ C. r. , r \. r. L ♦, O_ 1 +1 } BENCHMARK: NAIL SOUTHSIDE OF0 C4 0 CD ' POWERPOLE - ELEVATION 5.94 "�' 4 / "14 Q.i n r-/4/v/,,A//i1/,!^ ��/ii 1' :,r tip/�t„e<`r/,►'1 L lw \1 Ci r r \.t L Ci e f lw r r. v a.r wi lw r v r t } r 1 lw L w/ \/ ltt”- r, t r l♦ L l [-,<I 0 r. / } O O p o �I a L h w U u °p j Com} J «� + j OCw+O+O o0 �ow�0 o« m '>D m • ouzo sB c p 22 M C2 �0u- 0 o � -0 0 o- o o J t O jg C o �« Q �SmNL 3 0 �J01 �• O +' OEQjr- u_•" Cr. a LOOn0 o�w O O v � pppm' t O L •+L ac a�'L YOi 04 a O - ^ c Ll €fir TC kJ Cr C E0 a GRAPHIC SCALE 4o 0 20 40 so U60 ( IN FEET ) 1 inch = 40 !t. -- — — M w rO `c C-,�/v/+1A//i�/,l ��/ii�1' `�f'7�vr�tf,I<`f/,►vJ !+ - < V L_ lw lA C.. r r \ w L Ci r f \A f r ,v \A ►./ l f; •V f' f \l r r Iti 13 (u CO u. GUTTEE r � o + soh N � M LaG h a P.LS. 3415 + 1. 11--- 0' -- 1263768.58 + { W 0 673039.57 , e`� _ 6* W 623+001 N O A v / 6� 622+06 N 25:2 1 . g r ROP h W L04f ENT 60 1 1/4' IF. ~ h, ON +h + eoerc — 1EADrr..,. + k 1� NAIL 621+06 TPD + SDENAIX `<y� g. i W O) d 0 hti # 263131 0 o i, , { + 620+00 _ t II ' I aS� Z m sv + i h�� 619+ 8 _ I SET '41L & CAP _ LA (XI STATION 611+48 h� 73296.1 h i� �� + y 61s+o0 `' rs ;u. STAMPED LB 4644 V N dtl�N �urtvtt i -- 1 t f + t— W � :1M f" • h s ' �1262+AB F�NASa. N WASHER t TNAL AWN. DRA IRDI.DWG � RIR DIAN IN 612+00 613+00 N18.30'090 W614+00+ A DORT ROAD 0 FO 1 ,/i V. +f► CQ / co co / Q / Q) / DOCK I OW DEOC GENERAL NOTES: 617+00 g. 1 f Indian River Drive 616+4.10t —� F I FU NAI. ®-- ,� B., D El (80RTW) s 4 - CURVE DATA + °R""' .rs AKATV rtp ; t� SET NAIL & CAP ��'� o DwT�eoAD R = 5729.58' +sem N g STAMPED LB 4644a SIT � SO +.=e. ar+c « o RS L = 687.14!as Co� SKORPICW EUNE � � M C\2 "fA o ARFA STORY ) �- ITER W Z O CBS>= -,Y .A,,,A„��/ A�,�l^1' v,, t�„�; ;ljt / AN RI IL / L_ ww l C� r r ♦w l C. r t .♦ r r. aw ►i ll r v r J r l/ e r INDIAN J a O/ t Il.r Lwi l./ r, I f \w l'C. Ll, .4.;% Q Cn L_ \. \' Ci r r \w L Ci r f' \w r r, v aw wi \w It %v'#;.3 r W //' 1 f \• L �i l/ l/ r. 1 r lw l.f C� L , I / Q /+.r /LQ En � ©C Z M r N SEAWALL RIP -OAP -f- INDIAN RIVER 0 • THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS If PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974". • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. *BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. � Iz o Q W LEGEND AND ABBREVIATIONS Z • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY r' W AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SIGN - 0 SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. CO-) POWER POLE m Q —o—o— FENCE *THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE CONC. CC.. C.B. CONCRETEB. CATCH BASIN i U NATIONAL GEODETIC VERTICAL DATUM OF 1929. LICENSED BUSINESS J I.R.C. IRON ROD AND CAP 00 • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY P.L.S. PROFESSIONAL LAND SURVEYOR (�y"J OD 0 FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT LIGHT POLE > 0) Q W O AS SHOWN. R.C.P. REINFORCED CONCRETE PIPE I.P. IRON PIPE0)Q *THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER .DRIVE IN R/W RIGHT-OF-WAY to M .. m w 0 F - SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING T ERN BELL TELEPHONE O ,, W COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE FD FOUND • • m W COORDINATES AS HORIZONTAL CONTROLO= m sII X: 0 NORTH AMERICAN 1927 DATUM 0 04 U W FLORIDA MERCATOR EAST ZONE .. W Y STATION Y X 88-78-A05 O W-WW1,276.625.165 1893, MASTELLER, MOLER REED, C O Q Q , 88-78-A06 1,272,384.290 682.718.252 Q D w LL Y 0 = U U to = RIGHT-OF-WAY SURVEY Of Indian River Drive Sebastian Riverfront District Indian River County, Florida � 4 1A�/`����I' L%/�i�.1' �r lk/`II, t;c,I ��y) W?1n �` r /-4,,,, IA//`14-��I^ L//`�l^I'i�/YID iI f�I/1 Y'1 C7,14 1'1 ��lA//i- ._ ♦w l C. r I \.r r f. v �w A� \w v I .� I _/ I L_ \w \ t. r r lA l C. I r \w I ►^, v u ►i \.. I v I J, ll I 1\ t. J tw AI \w I V I .i I \/ I r L_ \w \ IC r r lw l C. I I l♦ I I^. F,i�i�l' �•i�i�i� 7 ti _ � iilii��,i�i�l, iii i,i� 7 ~IC13 /9��,i�/�1' i�i9�•i� An I I \w l A/ \/ l/ /�. 1 1 %.A , A Ci L lI ^�) '� I 1 lJ l ►i l/ l/ ►. ! 1 \w `� C. L �� - /►J� I I lw l #-.1\/ l/ i�. L I \w \,t ti `r- i/ LcIzi:;r. L V I co O I I I I I I BENCHMARK NAIL co I � POWER POLE — ATM 5.14 A M GUTTER 0LL- P Lrt 3 p P.LS 3436 Or r = O ++yg i►oc ++ key FD 3/" LFL p CA. 1`�+06+ d 7� + CLOW Cn AND GUTTER 62'+00 N 25'22'26' W 625+�«,' Indian River Drive ez�+oo ate+oo W % 623+00 bk } 626+00+ w I (86� RIW) * !, _ ARL aR1YE �? l dTRANCE TO A941ALT PAWM LOT U i ? ),-,I f s j STORY M Q }0--o Li r5 .—.#— F f + f + / TO O s�p ARAff rFD 1" LR. r \ ( LT=J r I f FD LP -Q. i SOf? ELINE INDIAN RIVER IRD2.DWG ti k 510RY STORY DRAIN DRFAM� A + ❑ 6 N 2572'26" W $29+00 r' T�}� 630+00 11Y1l1A111V 161 Y1:1116 C3 a ( IN FEET )I 1 inch = 40 ft. w � AND ABBREVIATIONS SIGN GENERAL NOTES: *THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH •NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS—OF—WAY THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS 11 AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS �p��L`� SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL CATCH BASIN SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE Ql,°i O C « •THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE PROFESSIONAL LAND SURVEYOR °a LIGHT POLE �Z��; cCAo « STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT CONTROL SURVEYS, DATED FEBRUARY 1974'. M L) g o $ ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN. WAS DETERMINED BY A SURVEY USING THE FOLLOWING � COASTAL CONSTRUCTION CONTROL UNE SURVEY STATIONS AND STATE PLANE ocaOt� O c g' W �EroNoy�a O� W p Q N ,r. t0On O STATION Y X C r� a 88-78—A06 1,272,384.290 682,718.252 �� rtlli2 U 3 p U g� Q O q N n o o T = o Z M N C (0 �r- o O Ld y W Q 0 IwL m C� U a 0 LL - d O IAl A A/!�/il^1ir1 �II iIili�Ci/lr'i I ' I E I VV .r1 IVU\w1 lit I v.w ��\wI V II\/I I • I I _________ L.31 t... r. I 1 I I I I I I I I i I co M cmr_ p _ 4 r1 y "I, I I + I k� Fn 1 1� Lp. FO 1 1/r LP / LA. "I, FD 1 114' LP. , FD 1• fr. MAL BDot =�..QMAL 110M I RCp I_ _ • u I _ iS� �C�P/ _ li — 'SA4NALT I YAL „�1 A / DOW hR� ndian River rive ti's e34+oo -0 N 25'22'26' W 635+oa. i W + — t I — I — +s — I w — --� 631+00 RIW) 63z+oD - ff� 633+00 ,�? , 1WS IS�1 I� I?j Fr Z O FD 3/4" LP. _ + + + *� 9 I �FD 5/a" LP. '•o FD 3/,r LP. Q ? FD I" LP. I I SHORELINE i Sebastian Yacht Club AND ABBREVIATIONS SIGN GENERAL NOTES: *THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH •NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS—OF—WAY THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS 11 AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL CATCH BASIN SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE I.R.C. NATIONAL GEODETIC VERTICAL DATUM OF 1929. •THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE PROFESSIONAL LAND SURVEYOR SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS LIGHT POLE OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, •THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT CONTROL SURVEYS, DATED FEBRUARY 1974'. AS SHOWN. SEAtALL *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH •THE COORDINATE VALUES OF THE CENTERLINE OFANDIAN RIVER DRIVE IN ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN. WAS DETERMINED BY A SURVEY USING THE FOLLOWING � COASTAL CONSTRUCTION CONTROL UNE SURVEY STATIONS AND STATE PLANE *BEARINGS, CENTERLINE GEOMETRY AND RIGHT—OF—WAY WIDTH IS DESCRIBED COORDINATES AS HORIZONTAL CONTROL IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM O� FLORIDA MERCATOR EAST ZONE W STATION Y X 88-78—AO5 1,276,625.165 680,649.847 W 88-78—A06 1,272,384.290 682,718.252 INDIAN RIVER LEGEND --u— AND ABBREVIATIONS SIGN r , POWER POLE o --o— FENCE CONC. CONCRETE C.B. CATCH BASIN L.B. LICENSED BUSINESS I.R.C. IRON ROD AND CAP P.L.S. PROFESSIONAL LAND SURVEYOR x LIGHT POLE R.C.P. REINFORCED CONCRETE PIPE I.P. IRON PIPE R/W RIGHT—OF—WAY S.B.T. SOUTHERN BELL TELEPHONE FD. FOUND =a tius,>� � d RM. M o rrAA �+, � 110 110 W o n W Go M 4 W O 0Ld J Z Q o � o � � Q Cn O� m W J W .- � �fi u- . 0 0 � o . < Z M N (0 �r- Ld 0 O 0Ld 0 Q �fi = c0 Z Ld m U CU ( 0 m LA_ Q W O D M Q IY N �d°D>-� .. W In Z } m ep = 0 m p OfN Lij5 Z� Ld U W W O Q W J Q W w Q it(E m U m 6 EL 6 U vi in v I. 0 IRD3.DWG R • N\ 0 W I II I IAI/ A A.4 1^fir ��IIk,4i,tit� /\n t I Y�./l. IVI\wr L11 — v 1J \/1 1 1 lw l 1GY„1 r I I I I � I / / cri / I I , BENCOM f / 2 FNE�NL IN EIEVATIION 10.59 / hCRAMER i.h� ' � 1 1/2' I.R. 4094 +^5 FD I' I.P. +00 • MAL MAIL ,9% ' a sox a h0 .536+00 N 25.22'26” W 637+00 538+00 639+00 + + + a GENERAL NOTES: RIGHT—OF—WAY SURVEY Of Indian River Drive Sebastian Riverfront District Indian River County, Florida SHORELINE INDIAN RIVER • THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH THE. SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974". • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. • BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. 1016 64°+00 Indian River Drive 1019 (66t R/W) 641+00 + s� /1 Jj1 1 I 1 I 1 ri' WL � +0� N171i DISK LB 205 FD I' I.P. D PRIVATE ASPHALT 1 ROAD ~ 642+00 — t — I — 4- 1 e� Ja� • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE COORDINATES AS HORIZONTAL CONTROL NORTH AMERICAN 1927 DATUM FLORIDA MERCATOR EAST ZONE STATION Y X 88-78-A05 1,276,625.165 680,649.847 88-78-A06 1,272,384.290 682,718.252 SHORELINE 40 L�! t** GRAPHIC SCALE 20 40 80 I ( IN FEET ) 1 inch = 40 it a 160 I it JL /-) lw lw 1 Lq"' r r I l/ 1 � Ci p/ (l.r l L./ �i r l♦ i lw l/ li r. v �n L/ l� r V I .� t l/ r r I �\ 1 / n /� h /� C L 1 /� V1 f I t lw r r t r l.t l A/ l/ l/ r. / I lw l' C� 1 L �� I •: 4• t r \w L A/ \/ \/ r. L I lw %j I 1 it o• � +��E I FS 1 1/2' LP. +�e FD LP r- ( CO O heL DIRT WT .� ASPHALT PARq"0 �' �—'� .a• Darvr 643+00 644+00 N 25022'26" W 645+00 646+00W 4-1s — I — I — 1 N J / W J -kms R.AOx TOP w •�/ YNLQ s2 MAL "AIL I] sox sox BOx \ owc PARVOk Z �s `J' � � U 3/6' LR.. cs Q 1L�i3r\I/9'L n� �F'/i fi�/\r l' �tt�-,i�i,tlt'I/\n 1 \C.'./I\w L �./I Lir UvV\.r. ...,ww/\a1 v 1J1llr r r-' A 'j' T T' I ►-tom .J.J I t /\ n /\ 1, �� (� 7 I I r J L n \♦ le 1 L 1 l/ r 1 1 \/ I r ri Ilwlvl/l/r.'1/ .;,3i-,/9c�'li.ir, ` V 1 L / l.J ... r. A/ \A �� L I lA I r 3EA"ALL I ROOD DEI* L W= SEAWALL INDIAN RIVER LEGEND AND ABBREVIATIONS -u- SIGN r0-3 POWER POLE 0—o— FENCE CONC. CONCRETE C.B. CATCH BASIN L.B. LICENSED BUSINESS I.R.C. IRON ROD AND CAP P.L.S. PROFESSIONAL LAND SURVEYOR �3� LIGHT POLE R.C.P. REINFORCED CONCRETE PIPE I.P. IRON PIPE R/W RIGHT-OF-WAY S.B.T. SOUTHERN BELL TELEPHONE FD. FOUND CO 1993. MASTELLER MOLER 6 REED, M w v r •� -07p" a ° E d' CO o o0z� �3� 0 � >LL- x -n e"O c r E °��ao c a W �--mQ� >,�„ W m�aNw LO+'Q^ 0 0 ak W r () O O c Q O -Cc: rrli 0t o `o 0 IUD O n o O •- T V � � +O+pp. o c W WCr-O m m Q `O vc a LL. _ o d' O W d- 2 O Z W m � Q LL. _ U d 1 00 }- 00 fn o LL O r Q w M C� Q p m }- d0- W W to zm Z$: II = 0 N m U W W Y W I=' W W W O Q W Q W Q w cr_ = U m 0 a. 0 U In (n C7; 4- ^ /J.J;J-;,--, I 1 1 ] t /--I L l v, ' ! 11 v, t j� l/t / BENCHMARK R41LROAD , Q) SPIKE IN POW41R POLE ELEVATION 7.51' 00 0 61 i +0 i STORM FD CONC DRAW W(1 ASPHALT . momu. I CAL �• C C Il w.. w ASti,ALr PNeDI,o sox Nt,29 w�nw v r -- ,,� w647+00 1h� 60+00 N 25'22'126" W '�- (n � aur�ALL SMWALL IRD4.DWG SEAWALL INDIAN RIVER SHORELINE CRASS'ARIONS SET NAIL AND CAP the STAMPED LB 46", 649+°Indian River Drives°° t 6 (ss, RTW) — J r DIRT D" BS7+00 t — RIGHT—OF—WAY SURVEY Of Indian River Drive Sebastian Riverfront District Indian River County, Florida V I l I ,"A Il r, CURVE DATA p = 04'02'43' R = 5729.58' L = 404.52' I- i 652+00 l IA O � •JR WL box - \ / GENERAL NOTES: • THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS 11 PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974". *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. • BEARINGS. CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. 60NQ BOAT RMP SANG SM SEAWALL 1) I C2 a ( IN FEET ) 1 inch - 40 ft. I w V V _ C SIGN z' POWER POLE 0—o— FENCE CONC. CONCRETE Q6, CATCH BASIN t ro ,• LP. `� ues Frog LICENSED BUSINESS s IRON ROD AND CAP P.L.S. ASPHALT ►NEOW LIGHT POLE om 1 l I.P. c7-:> YEa0 C aur�ALL SMWALL IRD4.DWG SEAWALL INDIAN RIVER SHORELINE CRASS'ARIONS SET NAIL AND CAP the STAMPED LB 46", 649+°Indian River Drives°° t 6 (ss, RTW) — J r DIRT D" BS7+00 t — RIGHT—OF—WAY SURVEY Of Indian River Drive Sebastian Riverfront District Indian River County, Florida V I l I ,"A Il r, CURVE DATA p = 04'02'43' R = 5729.58' L = 404.52' I- i 652+00 l IA O � •JR WL box - \ / GENERAL NOTES: • THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS 11 PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974". *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. • BEARINGS. CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. 60NQ BOAT RMP SANG SM SEAWALL 1) I C2 a ( IN FEET ) 1 inch - 40 ft. I w V V _ C SIGN co-, POWER POLE 0—o— FENCE CONC. CONCRETE C.B. CATCH BASIN L.B. LICENSED BUSINESS I.R.C. IRON ROD AND CAP P.L.S. PROFESSIONAL LAND SURVEYOR LIGHT POLE om t � I.P. c7-:> YEa0 C zvo M 11VJ SOUTHERN BELL TELEPHONE FD. E"ot� v w § oEa..E g a� 0- o n m F 2° c0 e w :50Cq o v " oO :a a t t0 a E Q' V E 2, +0+ o �. c e LJC��h� w Q W C 'm 0i U d I I ! I ! ( I I 4Ci C. tw • i \w I Jl/ I 43 ,kYV 1-1 F V i t. \/ �. `r \A %j I o a 0 ( I ! I ( I I Z I ► ! j co TL am COO 0) in SET NAL AND CAP l 'J0 Q to C3STAMPED LB 484'4, + to W o n 1 ort �? FO tun. I 0,T& CSL W W v .ti ----#° W W 00 �R`L d/ � aer„c e - - 6se+p� 6 t 4J r Y0 OWA 657+00 _ — N N FD 5 a �T SET NAIL AND CAP 1� 6�+� Drive , _ l' M k TAB 1 eP i STAMPED LB 4844 �' N 29.25' 09 W . + III d i a n Rs R � , i 655+00 s . 3 W 653+00 1b� 654+00— _ ; s _-_- J ��$7008. a a�w�sF-A,'t U +O� _ I 671461.6 , + �--- t -W, AG OJJ s u� ' J Q L! ,0& 981 � + .A 9 128"' 1, ] + f:� I on (L' CURVE DATA THIS MEET O � m I.P.C. 671623.28 p = 00-3925' J TZ MORem k0a1,ND�-> ? r'11.1. I_,,, r , lt.J;, iIJ; C'r;/1 n ••�-�•• ( + R = 5729.56' p I C.Ci w t.I Q L = 65.70' Q \w L w. \/ ti ENTM CJRVE I C: r: I I I I I a AN- 03*46*050R 5729.58' Pc rOr^^ V1 L = 376.81' W (0 SHORELINE . _ W I W � _ o • SHORELINE i I z M N • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING COASTAL CONSTRUCTION CONTROL UNE SURVEY STATIONS AND STATE PLANE COORDINATES AS HORIZONTAL CONTROL NORTH AMERICAN 1927 DATUM FLORIDA MERCATOR EAST ZONE STATION Y X 88-78-AO5 1,276,625.165 680,649.847 88-78-AO6 1,272,384.290 682,718.252 INDIAN RIVER LEGEND AND ABBREVIATIONS ---r- SIGN co-, POWER POLE 0—o— FENCE CONC. CONCRETE C.B. CATCH BASIN L.B. LICENSED BUSINESS I.R.C. IRON ROD AND CAP P.L.S. PROFESSIONAL LAND SURVEYOR LIGHT POLE R.C.P. REINFORCED CONCRETE PIPE I.P. IRON PIPE R/W RIGHT-OF-WAY S.B.T. SOUTHERN BELL TELEPHONE FD. FOUND I.N�IA11r CO 1883, MASTELLER, MOLER d REED, M. CID 0 c� � o a w t0 z It- w 0i 0 Q Li _ U U I 00 >- CCOw cn D W M Q (n M Q (•- O m }- w w to z j: m =II 0 i- m 0 .' cV U w .. w W 1- O Q W Q W Q ix Ck: = U m o D.. 0 U in (n M C, \A 1 \w SHORELINE CURVE DATA THIS SHEET iD A - 03.06'400 ± { R - 5729.58' m { L - 311.11' 1 { ENTIRE CURVE ) a - 3'46'05' LICENSED BUSINESS R - 5729.58' OD L - 376.81' SHORELINE 0 O + . 1 REINFORCED CONCRETE PIPE CJL OPT Q VAI7416 AV"XT MO R/W RIGHT—OF—WAY S.B.T. 659+00 660+00 I w; C ocU►�o c�° - mo z W W W�u +eta U) � I \AL1,/ ♦LJ r, i IRD5.DWG ASPAW PAWHO FE"m FOR i UrT STATION F° I Loi M@�7 \ aavcT � SET NAIL AND CAP RR \ t STAMPED LB 4644 ��� i �' 661+ 11 � 662+00 y 663+00 s� "� 126734216 +s s +� I 871287.52 + eA >r - (d. j 4 W FD ]/4' UL RIGHT—OF—WAY SURVEY Of Indian River Drive Sebastian Riverfront District Indian River County, Florida RRST LOW" +y6R I� 1 1/4' LP. 1�1R 1kµ A94 T 16 ^60 665+00 T _664irIndian River Drivel (66' R/W) 28 SJ +> SIP `>r 4 GENERAL NOTES: *THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS It PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S` "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974". *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. *BEARINGS, CENTERLINE GEOMETRY AND RIGHT—OF—WAY WIDTH IS DESCRIBED IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. INL?IAN RIVLI i , / +�R R•� + w 6 _886 00 N 25'9'04" W � •s +, j • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS—OF—WAY AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. •THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. 9 THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE COORDINATES AS HORIZONTAL CONTROL NORTH AMERICAN 1927 DATUM FLORIDA MERCATOR EAST ZONE STATION Y X 88-78—AO5 1,276,625.165 680,649.847 88-78—AO6 1,272,384.290 682,718.252 i 2 /r ,J,J / A'rfi I ,a-„vI�SIV/ ;,.ic`i�,r, I ♦w lw 1 C, l l/ 1/ aw I'll, V, J I \/ 1 I - / I I BENCHMARK WAIL IN / ow/ POWER POLiV ELEVATION 8.31 aD coy COW COW-' WALL nye K ” A 666+00 MARL PAMM o p P d i7 Mµ / 669+00 670+0Op 6(1• La w r N w OWTrAwallG�J Z x 7.83 , =3 FD X--CUTIN FD COW "to ��\ P~ 110NUMENT I1RA"C KAMM --,I ;z IVT l \/ 1 1 J v �w A/ \, 1 V 1 i 1 ll 1 1 / CjIIU::Ir: WODD,L I cae WALL Wloao eowlD FD1Li LEGEND AND ABBREVIATIONS SHORELINE CURVE DATA THIS SHEET iD A - 03.06'400 ± { R - 5729.58' m { L - 311.11' 1 { ENTIRE CURVE ) a - 3'46'05' LICENSED BUSINESS R - 5729.58' IRON ROD AND CAP L - 376.81' SHORELINE INDIAN RIVER \ GENERAL NOTES: *THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS It PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S` "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974". *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. *BEARINGS, CENTERLINE GEOMETRY AND RIGHT—OF—WAY WIDTH IS DESCRIBED IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. INL?IAN RIVLI i , / +�R R•� + w 6 _886 00 N 25'9'04" W � •s +, j • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS—OF—WAY AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. •THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. 9 THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE COORDINATES AS HORIZONTAL CONTROL NORTH AMERICAN 1927 DATUM FLORIDA MERCATOR EAST ZONE STATION Y X 88-78—AO5 1,276,625.165 680,649.847 88-78—AO6 1,272,384.290 682,718.252 i 2 /r ,J,J / A'rfi I ,a-„vI�SIV/ ;,.ic`i�,r, I ♦w lw 1 C, l l/ 1/ aw I'll, V, J I \/ 1 I - / I I BENCHMARK WAIL IN / ow/ POWER POLiV ELEVATION 8.31 aD coy COW COW-' WALL nye K ” A 666+00 MARL PAMM o p P d i7 Mµ / 669+00 670+0Op 6(1• La w r N w OWTrAwallG�J Z x 7.83 , =3 FD X--CUTIN FD COW "to ��\ P~ 110NUMENT I1RA"C KAMM --,I ;z IVT l \/ 1 1 J v �w A/ \, 1 V 1 i 1 ll 1 1 / CjIIU::Ir: WODD,L I cae WALL Wloao eowlD FD1Li LEGEND AND ABBREVIATIONS —,� SIGN rp., POWER POLE 0—o— FENCE CONC. CONCRETE C.B. CATCH BASIN L.B. LICENSED BUSINESS I.R.C. IRON ROD AND CAP P.L.S. PROFESSIONAL LAND SURVEYOR Q o0zw LIGHT POLE R.C.P. REINFORCED CONCRETE PIPE I.P. IRON PIPE R/W RIGHT—OF—WAY S.B.T. SOUTHERN BELL TELEPHONE FD. FOUND INDIAN RIVER CO 1989, MASTELLER, MOLD? d R®, IVC. .� v V V w OOO' o o o ° mom -F-9 Q c°> Q o0zw t Yt��a 0.,20 w N O oo E..o ,. g,. J oEp•- 0 Q C ocU►�o c�° - mo W W LOO ^O �0E O+L'J0CtO m;t mN oT O D: #1 wo O - V -ro f. c w E t w it Q Ind o U a L- 0) 0) O � Q w Z w Ind o L- U U 00 �-- U) w O M D w 0 (n p`) Cy) Q H- m m d' w i—O O to Z y: ill X: O 1— m 0 M 04 .. U W W Y W H W 1— O Q W Q W Q IY w = U = 4 wow WAucrAr Nt^ OHO Z to �O N FD �W rJL CARI" U. 1 + w r'" O , '�-- ,' 1268253.06 oR 5`N Nu rK'm6700.07 + W � q 85 — e75+00 7River � � 1 6+00Ind is n R} ver Dri vF+0 W) 672+00 1 - N ; N 25 39 04 + W mEW , :4 �' f W SET NAIL AND CAP MEl+Atl Wa STAMPED LB 4844 + J yr = Y � fr�ou�. C rt. CURVE DATA Q 0333'55' - f t R 5729.58' L 389.85' F- \/Cl U LIZ, I a cwc. WALL / Cow- � �. SHORELINE FD uir. CARTM/ CAPT. ao" RIGHT—OF—WAY SURVEY Of Indian River Drive Sebastian Riverfront District Indian River County, Florida L._ SET NAIL AND CAP STAMPED LB 4844 1268609 96 670693.39 j P ASPHALT R DMAWCE e° e7e+oo q* g ORAVR ►AAWWO 10f)• m n A H a ASPHALT PARKNO i 1 1 � � + to c� p m 1t 4 1 ; 1 0- U IL, as ."A C � (tiMYIL 1 � \ hO 1 + \' toad 1 ruxr"r Vc R.g •occ P 1h + f� 0 P A WALKWAY � wRAOai ASPHALT J.H. + • THE FIELD SURVEY ESTABUSHMENT OF HORIZONTAL CONTROL THROUGH • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY LEGEND AND ABBREVIATIONS PANOMO„,,,ALT � PAIMWO VALVEe ” W — { q THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS Il 0 -I- lQ WALKWAY .- In N 21-15-09" w N °7e+ °°In than Ri 'rp Drive i +° — `qh Q 76' COMMITTEE'S 'CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL 677+00 POWER POLE 070 R/W) Q SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE } °s gs U ASPHALT f PARMO ISLAM C.B. BENCHMARK NAIL iN . bo p WALK POWER POLE 0 ? p e + ELEVATION 6.50~� ai7JT SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS + LICENSED BUSINESS `r fD 3/r LP - ` •. S S OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY I.R.C. IRON ROD AND CAP l STATION SET NAIL AND CAPSMEWALK NIL STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC '°Y`S STAMPED LB 4844 PROFESSIONAL LAND SURVEYOR 0) 2W CONTROL SURVEYS, DATED FEBRUARY 1974'. AS SHOWN. LIGHT POLE M 1268886.21 670583.16 w O R.C.P. REINFORCED CONCRETE PIPE t+') CUR DATA w • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH *THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN I.P. R/W IRON -OFPIPE RIGHT-OF-WAY 0 1 0� Q lr,rJ� �,-, C�'„r - ! ►•rr � hrJ;+,' `� n R 572958' S.B.T. SOUTHERN BELL TELEPHONE 1 J + + \w + iA I I r � ; Y t,” Tl j f r �� .i \w + Y L 289.7 SHORELINE r � 3' 1 l CAPT. NRAYi SEM SNORE�..�NE W000 DOCK / G / / INDIAN RIVER r SET NAIL AND CAP STAMPED LB 4644 ,/ 128$ 5248 s7 9.03 'Ig V OR �i oanTc E n „R +4r auv¢ w� aaK ea�c ti 692+ooe �1g V O •1 ° � a c °c�°a o• o�� V o D L 0 0 9a� " J oEa0E �r T ucUro $F0 u _e OHO � 0 0 Ot ��t ON ni v� aC W r L li fist 5 c U a O r p � gw c i sa�+m 1 [ W I ( C) _jz00 / g = �. W 0 n Wv DATA THS SFfEET, to R s 12661.09' CAL L - 201.35 D a °2, W R - 12661.09' oJ L - 478.26' .� Q d 0 J m V) / Ju � o • Cc Q Z cN0 INDIAN RIVER + 0 c� p 0- Q GENERAL NOTES: • THE FIELD SURVEY ESTABUSHMENT OF HORIZONTAL CONTROL THROUGH • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY LEGEND AND ABBREVIATIONS co W THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS Il AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS .- In PROCEDURES, AS OUTLIINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TiTLE OPINION IS EXPRESSED OR IMPLIED. SIGN Q COMMITTEE'S 'CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL � POWER POLE Q SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE —o—o— CONC. FENCE CONCRETE U NATIONAL GEODETIC VERTICAL DATUM OF 1929. C.B. CATCH BASINLB. *THE FIELD SURVEY ESTABUSHMENT OF VERTICAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS LICENSED BUSINESS i OO OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY I.R.C. IRON ROD AND CAP STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT P.L.S. PROFESSIONAL LAND SURVEYOR 0) 2W CONTROL SURVEYS, DATED FEBRUARY 1974'. AS SHOWN. LIGHT POLE M Q w O R.C.P. REINFORCED CONCRETE PIPE t+') p w • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH *THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN I.P. R/W IRON -OFPIPE RIGHT-OF-WAY � 0� Q t0 ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING S.B.T. SOUTHERN BELL TELEPHONE 0) \ •• m }: O •� �- W COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE FD. FOUND O W • BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED COORDINATES AS HORIZONTAL CONTROL p to r' Z r m : Z IN THE ST. LUCiE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM O F- m 0 r - FLORIDA MERCATOR EAST ZONE 0: 04 W Y Vi H STATION Y X 88-78-AO6 1,276,384.165 680,718. W W O W W 52 88-78-A06 1,272,384.290 682,718.252 C� 1993, MASTELLM MOLER d REED, HC !- Q Q Q IRD6.DWG 0 LL' iZ 0 = U U N = (/) i OF— WAY SURVEY v CCo .RIGHT- o G A� O A U 0f ' �or� O �e India Indian River Drive U o�zoo Se bas tian Ri verfron t District Yc<1 v E�0 %� L o M Indian River County, Florida �-� ��o "� a 10 a�mo ao W tOC]^ O y � y 0 a;S_ CO C M t O ID b V~ >`O a o .. �o�o gr �o GRAPHIC SCALE WS 7 40 0 20 40 80 180 U a i ( IN FEET 1 inch = 40 ft. i 1 / / so 1 4;A SCJ }- �;, i/0l T�;� I C� �r lh/I;,��;C'r/1r • I� ^ f 0 / �. ♦wr\.r, r l �! V Cil r IaJ a�aw�i\wr v raid/3�13G / / / r r/vr f< � ��/i l'- •\r t�r�ri irC r/fir-, ,-1/N /111 f 7 1 / S �C/ / %•l %, _�lwl l/l/6\,15/0 r 1\/awwi�l L., C/.1,O/r \r\'w r rr / a ( ENTIRE CURVE ) A - 02'09'51' R — 12661.09' / L — 478.26' Ct — CURVE DATA / + 1 A — 01'15'1t' , S COMM / / WT A WtAft / / PARMW n FD , ,�. R - 12661.09' Y r m L - 276.91' / /rD 0 1 I k w m a m yR _ / / '�� +�Tx ACKSON t ASsx ULC.d =— 1 �'.�', _ O — — + ° �s�+ — — — + sm \ J v""- - qn DutT--------- —�� ' }— b h DwT � pm um aws DRY twT �r� r•Aarm,c aeac • _ dem / + 0 �Indiafi +'Ri ver Drive \-x °° °w+°° i .k 6°'+°°Indian River Drive N 22'29'09" W 689+00 + h �� 1 1.7.22 '7--- *f. — 1 — , I — +� — + W 1 (80' R/W) i .sA sRTA� IR 4644 "1 i66 RIM 6 00— N b.9g ! + z 54 �' 1269590.82 d s�( e 6r � �' ` OF �T "K`+ �. FD LILc 870277.82 1 ; \ DUrT C N DIRT M%43 '1 rr�r�r/in �r,i �r- r f�llc3 :;r rr�r,irC�r/1►^� yaoVawu_ °' ♦ tr rlr,\wr r ��r v r ��rrlJ vaw r,i lwr v rJr0 r _ r r., lk.l/l/r, t „DrRRSR"E 0 - INDIAN RIVER / aw A/ lw , V , / lw l si \/ l/ r. r , \w lw C. 1 a / SAND D,o WALL ni / SET NAIL AND CAP / STAMPED LB 4644 ,('1"269929.79 670137.51 F 'i - CURVE DATA A - 0432'17' R - 5729.58' L - 453.60' . ,y r 1 \d r r. l W c a t � r / ~a ao / La. k 0 AXLij a F0— �k a0 4460 + W W -------==------- s �• � +a N SET NAIL _ AND CAP 1270341.%8 692+00 Indian River Drive,- _ , — ► 6 cn STAMPED 689947.54 r LB 4644 I — (fi6, RIW) "3+00 w wtAm #10 swat v ORT a s � eF BENCHMARKS SET NAIL IN _ LIGHT POLE L ELEVATION 6.07 NOUN ' / Abandoned A INDIAN RIVER �- o Z Q v 00 C Z5 04 C� � a wZo z J Q Q F= � � m O W co L w `C oc z M N �O GENERAL NOTES: �t O *THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH •NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS fl AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS Q- 0 Q PROCEDURES. AS OUTLINED IN THE FEDERAL GEODETIC CONTROL SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. � _ COMMITTEE'S 'CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL LEGEND AND ABBREVIATIONS (0 Z SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE LU NATIONAL GEODETIC VERTICAL DATUM OF 1929. -Q - *THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE SIGN p SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS gyp, POWER POLE m m OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S 'CLASSIFICATION, • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY —o—o— o — FENCE CONCRETE U U STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT CONTROL SURVEYS, DATED FEBRUARY 1974'. AS SHOWN. C.B. CATCH BASIN L.B. LICENSED BUSINESS I.R.C. IRON ROD AND CAP 00 ` *THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH *THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN P.L.S. PROFESSIONAL LAND SURVEYOR %' 00 p ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING LIGHT POLE M Q w O R.C.P. REINFORCED CONCRETE PIPE COASTAL CONSTRUCTION CONTROL LINE SURVEY STATIONS AND STATE PLANE *BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED COORDINATES AS HORIZONTAL CONTROL. I.P. IRON PIPE IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. NORTH AMERICAN 1927 DATUM R/W RIGHT-OF-WAY (n to O FLORIDA MERCATOR EAST ZONE S.B.T. SOUTHERN BELL TELEPHONE STATION . Y X FD. FOUND ' U) Z i- m s1 _ Uj 88-78-A05 1,276,625.165 682.718. 52 O N 1 _ CD p r- N 11 LLJ 88-78-A06 1,272.384.290 682,718.252 0 U W W X Lal t= CO 993. MASTELLER MOLER d IR®, IVC. w� O Q W Q W 1 IRD7.DWG Q w Qf 2 U Z o IZ 0 U (n to u INDIAN RIVER IRD8.DWG i UA bo ON D YQ' COW- PAD 6�1 N 27'01'26" W r �.S C I C .! PaNf 00Ne 0 {' mem 0 om �w 1l, Iw .)/ L I \w 1 1" `i a A. \w I v 1 I I \J L 1., l/ \. r. 1 I \A k j i, v RIGHT-OF-WAY SURVEY Of Indian River Drive Sebastian Riverfront District Indian River County, Florida � v a rs`Sv YIA Sox cTI) DIRT DOM3 0—o— FENCE CONC. 9 C.B. CATCH BASIN 6� LICENSED BUSINESS I.R.C. t P.L.S. 696+00 yo, 699+00 R.C.P. REINFORCED CONCRETE PIPE I.P. IRON PIPE R/W RIGHT-OF-WAY S.B.T. SOUTHERN BELL TELEPHONE FD. FOUND O a':5 F2 1* € 00r" D COM- AND ASPHALT p i 3 O U S L COW WALL GENERAL NOTES: • THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS 11 PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. *THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: GRID NORTH ALL OTHER BEARINGS RELATE TO THIS STRUCTURE. • BEARINGS, CENTERLINE GEOMETRY AND RIGHT-OF-WAY WIDTH IS DESCRIBED IN THE ST. LUCIE COUNTY COMMISSIONERS RECORDS DATED JUNE 7TH, 1921. G FK4C SUA WOOD DOCK n MAYS YARMA WOOD FRAWE B= FRkVE ..O- � / 1 'w BENCHMARK NAIL IN POWER POLE ELEVATION 7.79 / PAR10110 FD LRc g MITI 4457 0 k6w DOW t Y AIL !OX 6R - o 0----6'\0 — 6• 6' +00 Indians River Drlve_ (66' R/W) + Ts ss� ,sem d 7 HODo r><Awe BCDO. � �� •ODD nlwe RDO. 6°S DOO( / • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. *THE COORDINATE VALUES OF THE CENTERLINE OF INDIAN RIVER DRIVE IN SEBASTIAN FLORIDA AS SHOWN WAS DETERMINED BY A SURVEY USING THE FOLLOWING COASTAL CONSTRUCTION CONTROL UNE SURVEY STATIONS AND STATE PLANE COORDINATES AS HORIZONTAL CONTROL NORTH AMERICAN 1927 DATUM FLORIDA MERCATOR EAST ZONE STATION Y X 88-78-AO5 1,276,625.165 680,649.847 88-78-AO6 1,272,384.290 682,718.252 INDIAN RIVER C) 1� GRAPHIC SCALE 40 0 20 40 so I I I I I ( IN FEET ) 1 inch = 40 it. w� ��o�t G c>, R Gl �~ G FD CONI. MCNMENT MASS + 0" ^/_ O _ YA1 �OOt 702+00 I / N 2%'01'26" W SET NAIL & CAP K \STAWPED LB 4644 1271065.85 _S'TATtON 702+60.39 689578.23 / END SURVEY / / iXr _LrIIti1 T3� MIINI& -a- SI GN cTI) POWER POLE 0—o— FENCE CONC. CONCRETE C.B. CATCH BASIN L.B. LICENSED BUSINESS I.R.C. IRON ROD AND CAP P.L.S. PROFESSIONAL LAND SURVEYOR LIGHT POLE R.C.P. REINFORCED CONCRETE PIPE I.P. IRON PIPE R/W RIGHT-OF-WAY S.B.T. SOUTHERN BELL TELEPHONE FD. FOUND 21 100 CO 1999, MASTEILM MOLER d REED, NC. 11 V � Z 1 � CO co a LLj o L W fGo YJ 04 co D W O Q Z � F Q c W 0 rr^^ CL v, Z M N to r- m oy oo � 0 U OVZ�i+;c 0 oL- o- E••'OLC 50� � OI`p.. E ,p c ",to O O TF o car o a C m O t � g o q C Y A O a':5 F2 1* € 10 t OJ p 3 O U S L L� W O nom+ Tc _• W CL C O n = F U C j $ v a 11 V � Z 1 � CO co a LLj o L W fGo YJ 04 co D W O Q Z � F Q c W 0 rr^^ CL v, Z M N to r- 0 C7 a. � Q W Z W � m U- U U i > M Q W O M Q CO Cn M •• ' m >- p �t F- W 0'q— Z } m:II = 0 \ CO 0 04 U LLJg Z� W U W O d W J Q W W Q Z U Z 0 IL 0 U (n Ln