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HomeMy WebLinkAbout2006 - (#11) Preliminary Platc: V vi O i. (n Q C � 3 a s C O O U C 0 L i 41 _ O 0 a E _ v o 0 a m a 0 L a a 3 . DEVELOPER 3 CRF PANTHER II, LLC 0 500 S. FLORIDA AVENUE, SUITE 700 LAKELAND, FL 33807 PHONE: (863) 647-1581 FAX: (863) 647-3992 (nCONTACT: WILLIAM REYNOLDS, JR. a a LANDSCAPE ARCHITECT U a N KIMLEY—HORN AND ASSOCIATES, INC. 601 21 st STREET, SUITE 300 0 VERO BEACH, FL 32960 PHONE: (772) 562-7981 FAX: (772) 562-9689 CONTACT: DAVID WOODWARD ;r ENGINEER KIMLEY—HORN AND ASSOCIATES, INC. ° 601 21 st STREET, SUITE 300 VERO BEACH, FL 32960 PHONE: (772) 562-7981 FAX: (772) 562-9689 CONTACT: JARED C. HOCKENBERRY, P.E. N 0 c SURVEYOR WILLIAM MOTT LAND SURVEYING, INC. 3716 N. WICKHAM RD, SUITE 3 MELBOURNE, FL 32935 PHONE: (321) 751-4444 FAX: (321) 751-4445 CONTACT: JOHN M. MOTT, P.L.S. a v BUILDING MANUFACTURER RABCO P.O. BOX 27 OCOEE, FL 34761-0027 i PHONE: (407) 877-0220 CONTACT: BUSTER OWENS a I= 0 cn VICINITY MAP NOT TO SCALE LIST OF CONTACTS: STORMWATER ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PALM BAY SERVICE CENTER G 525 COMMUNITY COLLEGE PARKWAY S.E. PALM BAY, FL 32909 PHONE: (321) 676-6631 FAX: (321) 722-5357 CONTACT: MARK CROSBY CITY OF SEBASTIAN STORMWATER DIVISION 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5490 FAX: (772) 589-5570 CONTACT: DAVE FISHER ENGINEERING CITY OF SEBASTIAN ENGINEERING DEPTARTMENT 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5490 FAX: (772) 589-5570 CONTACT: DAVE FISHER WATER AND SEWER FLORIDA DEPARTMENT OF ENVIRONMENT PROTECTION 3319 MAGUIRE BOULEVARD, SUITE 232 ORLANDO, FL 32803-3767 PHONE: (407) 893-3989 FAX: (407) 897-2966 CONTACT: DENNISE JUDY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES 1840 25TH STREET VERO BEACH, FL 32960 PHONE: (772) 567-8000 EXT. 1823 FAX: (772) 770-5143 CONTACT: GORDON SPARKS, P.E. i PLANNING CITY OF SEBASTIAN ROWTH MANAGEMENT DEPARTMENT 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5518 FAX: (772) 589-5570 CONTACT: DORRI BOSWORTH FIRE PREVENTION INDIAN RIVER COUNTY FIRE PREVENTION 1500 OLD DIXIE HIGHWAY VERO BEACH, FL 32960 PHONE: (772) 770-5121 X3807 FAX: (772) 770-5117 CONTACT: DARCI KREINBRING ELECTRIC FLORIDA POWER AND LIGHT 3301 ORANGE AVENUE FT. PIERCE 34947 PHONE: (772)489-6204 FAX: (772) 489-6266 CONTACT: DENNIS G. PAGANO COMCAST 940 12TH STREET VERO BEACH, FL 32960 PHONE: (772) 567-3473 FAX: (772) 567-1142 CONTACT: CRAIG BOWERS TELEPHONE BELLSOUTH 3300 OKEECHOBEE BOULEVARD FT. PIERCE, FL 34947 PHONE: (772) 460-4455 FAX: (772) 466-5651 CONTACT: KIRK WALKER SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA 32958 PRELIMINARY PLAT SEC. 227 TwPw 31 S, RNG. 38 E CALL 48 HOURS BEFORE YOU DIG i IT'S THE LAW. 1-800-432-4770 Sunshine State One Call of Florida, Inc. SHEET INDEX Cl COVER SWEET P1 PRELIMINARY PLAT P3 SURFACE WATER IMPACT PLAN P4 GRADING AND DRAINAGE PLAN P5 EROSION CONTROL PLAN i f; �y13�415'16y>>8' co SO >N 1 \IPM13Z$ZL , GENERAL NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITON OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT—OF—WAY SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE ENGINEER. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE RELEVANT UTILITY COMPANY OR REGULATORY AUTHORITY, AND THE SPECIFICATIONS FOR THE CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH ARE BEING ALTERED OR REPLACED. CONTRACTOR SHALL CONTACT THE ENGINEER FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY DETAILED OR SPECIFIED ON THESE PLANS. WETLANDS NOTICE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. FLOOD ZONE: THE PROPOSED PROJECT IS LOCATED IN ZONE X AND A AS PER THE FEMA PANEL No. 12061CO078 E, DATED MAY 4, 1989. BASE FLOOD ELEVATION FOR ZONE A ESTABLISHED AT 17.2 FT. NGVD PER DHS—FEMA CONDITIONAL LEVER OF MAP REVISION BASED ON FILL CASE NUMBER 05-04-4801C, DATED NOVEMBER 29, 2005. O U U U U U m C0 CO (-0 Ln Ln Lf) c0 C0 f� N G CO p z z Li W � z O O o LLJ o cn � � O U Oz �°-cnm nz (D �azF--z� � Z z Ld� Q W Q 0- :5i m O O O w J J U IY U Cn W LtJ m oo� a p p LL_ m 0- Ld O >- >- j�> I I D W -D F- c� U (n Ir (n U �0 N O z U O a-)0 U � I tD N 2, LL 0 -- F to co)•TV Q t .. O y O O a6, n. 1 m Q < a U _ t x Z3 > co Q _ 0 Z O U " 0 O OZ >- cn N J --; Ln W N _I 10 Y ou O v O N N N C: O _ O �cl� Ld m o zof CD �J w Q a_ z U w w a- Z � W A O' ul Q O til 0 = > Ld U J O } r z m m r (n o m w o LLI w z v Q U) Q w U w m = (n 0 Q U U) � (/) Q o o z � n v J LL ::) Z V— U) _I U) Q O U J QV� � W W W Z 5 �Q2 � I— 0 DU)U zm Q WW U m w DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER Cl y I. Z / 2 0` 80 160 1" SCALE AS SHOWN SECTION 22, TOWNSHIP 318, RANGE 38 E VICINITY MAP N.T.S. OWNER,[DEVELOPER: CRF PANTHER II, LLC 500 S. FLORIDA AVENUE, SUITE 700 LAKELAND, FL 33801 CONTACT: WILLIAM REYNOLDS JR. PHONE: (863) 647-1581 FAX: (863) 647-3992 DESCRIPTION OF SUBDIVISION: TRACT AREA USE LOT 1 5.289 AC. PROPOSED MINI —STORAGE FACILITY (PRIVATE) LOT 2 0.804 AC. FUTURE COMMERCIAL (PRIVATE) LOT 3 0.756 AC. FUTURE COMMERCIAL (PRIVATE) LOT 4 1.396 AC, FUTURE COMMERCIAL (PRIVATE) TRACT A 1.676 AC. PRIVATE STORMWATER (PRIVATE) TRACT B 0.217 AC. PUBLIC RIGHT—OF—WAY (PUBLIC, CITY) 10.138 AC. NOTES: 1. ALL UTILITIES ARE AVAILABLE TO THE SITE AND HAVE BEEN COORDINATED WITH THE REQUIRED UTILITY COMPANIES. 2. PER RIGHT—OF—WAY AGREEMENT BETWEEN INDIAN RIVER COUNTY, FLORIDA AND CRF PANTHER II, LLC, COUNTY TRAIL PROPERTY HAS BEEN RETAINED BY DEVELOPER AS A DRAINAGE EASEMENT TO PROVIDE STORMWATER DRAINAGE OUTFALL TO THE SLOUGH. 3. COUNTY STORMWATER PROPERTY AND COUNTY TRAIL PROPERTY WILL REMAIN AS EXISTING AND A ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT WILL BE REQUIRED PRIOR TO DEVELOPMENT. 4. TRACT A "PRIVATE STORMWATER" WILL HAVE A NON—EXCLUSIVE EASEMENT GRANTED TO THE SEBASTIAN CROSSINGS COMMERCIAL OWNERS ASSOCIATION, INC. FOR ACCESS TO OPERATE, MAINTAIN AND REPAIR THE STORMWATER MANAGEMENT SYSTEM. 5. TRACT A AND LOT 1 ARE SUBJECT TO A CONSERVATION EASEMENT IN FAVOR OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PURSUANT TO SECTION 704.06, FLORIDA STATUTES. 6. BASE FLOOD ELEVATION FOR ZONE A ESTABLISHED AT 17.2 FT. NGVD PER DHS—FEMA CONDITIONAL LETTER OF MAP REVISION BASED ON FILL CASE NUMBER 05-04-4801C, DATED NOVEMBER 29, 2005. LEGAL DESCRIPTION: (BY SURVEYOR) A portion of lands described in O.R. Book'1624, Page 1870, and lands described in O.R. Book 1910, Page 18, inclusive of the Public Records of Indian River, Florida, being more particularly described as follows: Commence at the Southeast comer of Tract D, Sebastian Crossings, according to the Plat thereof, as recorded in Plat Book 19, Pages 34-37, of the said Public Records of Indian River County, Florida; thence South 00°12'10" West along the West Right -of -Way line of Sebastian Crossings Boulevard (Tract A, a 50 foot wide private Road Right -of - Way, as shown on the Plat of said Sebastian Crossings), a distance of 20.19 Feet tothe POINT -OF -BEGINNING; thence continue South 00"12'10" West along said line, a distance of 282.67 Feet to the Southwest corner of said Tract A, thence continue South 00012'10" West along the West Right -of -Way line of Sebastian Crossings Boulevard (a 50 foot wide Public Road Right -of Way as shown on the Plat of said Sebastian Crossings), a distance of 164.59 Feet to the intersection of the West Right -of -Way line of said Sebastian Crossings Boulevard and the South Right -of -Way line of Dryden Avenue (a 100 foot wide Public Road Right -of -Way as shown on the Plat of said Sebastian Crossings); thence North 80052'01" East along said South Right -of -Way line, a distance of 50.67 Feet to the Northwest corner of Romar Subdivision, according to the plat thereof, as recorded in Plat Book 10, Page 31, of the said Public Records of Indian River County; thence South 00012'10" West along the West line of said Romar Subdivision, a distance of 193.00 Feet to the North Right -of -Way line of County Road 512 (as shown on F.D.O.T. Maintenance Map 88040-2507 and in Plat Book 10, Page 36 of the said Public Records of Indian River, County); thence North 89039'26" West along said Right -of - Way line, a distance of 361.41 Feet; thence North 89042'12" West, a distance of 483.15 Feet; thence North 00012'10" East, a distance of 393.90 Feet; thence North 65057'41" East, a distance of 444.72 Feet; thence North 82019'08" East, a distance of 392.77 Feet to' the POINT -OF - BEGINNING. Containing 10.14 Acres of land more or less. U � U � U � U U D U � m cD cD co Ln O Ln CO Q O Ln � I— ICn— Z w Z w U] O O m Q z w U < Q U < Q o o M J a J 0-m O m z Z z LIJw z Z > w m z_ z — o w O O Q m w J w J w U 0!� U Cn W Q.. 0� Q C) LJ-J C) L.L_ O > > >LA > O U M � (/1 U c0 4 � N 6 U CD ai z 1 N L -Ca u) 0 Tp U Q Z ,-. 0 y O 00 0, n o ' C 0 Co a 0 Q p U X E o ! lL YQ 0 CU Z o0 0 coz O a)rno I I = J Ln W to Y 0 o 00" N ON0 a� W0- ch: w m U Q �- w U Lit z U w C)Q z w o 0 Q o wLd o > o r z m m cn o m o Q w W Z 0 U Q (n Q w V) o a C) .40 U) Co 0 o Z (f n � J 'L_ Z LL U) Q VDU < Uj ry Z Gcc G I- O �C/)U zm Q W W ~ U m w DATE 5/16 /06 PROJECT NO. 047608002 SHEET NUMBER Pi . ... ... . ... .. .. ... -- I C . . I r d /v 1I kA'ra9 /"-, W A-214.$//I. o 15.91 15.1 NI_A�2�. 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P.° - TTt �T +.._ .._,_ _ _-_...._-_-..-._ _ _ M.__� - _ _ _..� --f _ .�_.._ c OEI .. __- 1 + _ _, ______________1_____,____ _ _,_--._-_--.---•-- -- __ __. _._ _ _- _ _ ___.___.-__-__1..____ . __... m.._, , _._._._ .. _ __.... _,_ __ .__ __...__ _-_.r _._.._ ... _-_.. . _.-_ , _� I _ o i i - - - - 70) \ SITE BENCHMARK A 24" S.D. INDIAN RIVER COUNTY STORMWATER TRACT AND TRAIL SET 5/8" IRC STAMPED . . . r PRESERVE TRACT TO REMAIN AS EXISTING. A SJRWMD "LB s96 TRAv. PT." . N PERMIT WILL BE REQUIRED PRIOR TO DEVELOPMENT. ELEv:=18.32' _ _ T > +.. I C o .. J PROPERTY LINE PROPERTY LINE TYPE 'C' INLET �� _i 1 PER FOOT INDEX 232 . D -' L ' 9.5' 28' 18' 194' 18' 28' 9.5' ' . L ° CHAIN I FENCE , 20.50 - T.O.B. I SKIMMER PER I FOOT INDEX 240 > . D � 13.50 _ - D __` - D -a4 _- "" ` CONTR CONTROL "E.="15 50_� w �- - _ 7 _ 6='• I c MATCH EXISTING I A 6" PVC 90' ELBOW t °, GRADE AT PROPERTY ANTI -CLOGGING DEVICE i a1 LINE EL.=18.Ot N cv . a ' 1 PLAN VIEW BOLTED TO STRUCTURE C N 4. 0 I I TRAIL PRESERVE TRACT /- STEEL GRATE 7 V-NOTCH 1.0' 5 �' ( 20' PROPERTY LINE SECTION A -A wEIR - `I 19.5 ° N.T.S. I 18' 28' 18' �' CHAIN LINK i FENCE + '.' . ::•X. ::1*1 ,._,.... `s ° 20.50 -T.O.B. ::::::::::::.::: i 17.0' D v !O r 13. 50 1 3.5" BLEED UNDISTURBED BUFFER _ 25 UNDISTU - _. =: -- : DOWN ORIFICE o .i _- - -- -"•CONTROL EL.=15.50 , 3 4'1 4- = CONTROL ELEV. _ 15.5 / t_ - ° FLAGGED WETLAND LINE - r 15.3- WETLAND 15.0' u1 N ° . PRESERVE 2 MATCH EXISTING FENCE 4.50 E GRADE AT EL.=17.Of FRONT VIEW SECTION A -A a . I « SKIMMER NOT SHOWN ON FRONT OR SECTION VIEWS FOR CLARITY SECTION B-B CONTROL STRUCTURE rn N.T.S. C) ~ SECTION 22, TOWNSHIP STRUCTURE TYPE RIM. ELEV. INV. IN INV. OUT S-1 C-INLET 20.55 -- 9.12 S-2 C-INLET 20.55 -- 9.12 S-3 MANHOLE 21.30 8.78 8.78 S-4 C-INLET * 21.20 9.47 9.47 S-5 C-INLET * 20.85 10.02 10.02 S-6 C-INLET * 20.85 10.37 10.37 S-23 CTRL STRC 19.50 -- 15.30 S-24 MANHOLE 20.50 15.09 15.09 S-25 HEADWALL 15.00 -- S-26 MES -- - 17.50 S-27 MES j -- -- 17.50 * INLETS REQUIRE J-BOTTOM PER FDOT INDEX 232 . GENERAL GRADING NOTES 1. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WLL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS. 2. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE', CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED.1 THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS T FOR ANY REASON PRIOR TO FINAL E S DISTURBED RBE D ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO, THE OWNER. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR iCOMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 4. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AT CURB CUTS ONE (1) FOOT FROM EXISTING EDGE OF PAVEMENT. 5. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY, THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING ELEVATIONS BEFORE COMMENCING CONSTRUCTION. EXISTING AND PROPOSED CONTOURS ARE FOR REFERENCE ONLY. 6. STORM PIPE SHALL BE AS FOLLOWS: A. RCP, CLASS III PER AISTM C-76. B. CORRUGATED POLYETHYLENE PIPE AASHTO M294, JOINTS SHALL BE WATER TIGHT. THIS OPTION CAN BE USED FOR ON -SITE STORM PIPE AND ROOF DRAIN COLLECTOR PIPE SYSTEM. APPROVED PRODUCTS ARE HANCOR HI-Q WITH SURE-LOK JOINTS, ADS N-12 C. ALL PIPES SHALL BE APPROVED BY LOCAL GOVERNING AUTHORITIES. I I .I OUTFALL PIPE TO HEADWALL CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW. 1-800-432-4770 , Sunshine State One Call of Florida, Inc. - 2 2 2 2 = � U U U U U -D U --D M � -D � OCD ��O �`-, Lu p- CO \�\ CO r- C-4 0) , � (O Q In 4 n N - � I l l W W � � } l > z O (Da0 ll 2 Q z , C)J O O Z H Z P= > Li � w Z Z Q :2 - O 0- O m O m w U U (fl W Li 0- 0- C g Ld:�E O U C� � co CU 4 <�! '- o z cs o - " �; U ( z � rn W -1 to J N COD - (O _ w o ° I- 0 N Q N mva ¢ p U X "z>a Et3 � � z 0 0 af l;-0z O y rn a _ _ l 0 i- m N >_E a Y a_N� l Y 00 as 0 V' ?a N N c � O p O � m a �i >_ l m l ::> to :m) o 0 N 'al wU ¢ O l t-- w = I z L z a 7 Li z o ¢ z W 0 EO W -_ O 0 a ll 0 u _j 0 O Z >_ m >_m m cn 0 m 0 Q Ld w W 0 � U U 0 0 U (D ,a ^ Q 0 af O ZV `� J Z LL VJ U) Q I- 0 U WvW w 0 W �-.o Z) (/) v Z z � UJ (A v) < Q V m W Ln DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER P4 O) c xf 0 0 '0 a� E 0 r) 0 00 0 0 0 N 0 z Q J 11 Z 0 V) O w m Ln I u7 C c c 3 L U C 15.�1 4 1kE Art-109 { 17 Vi l` rn 15.6 I WLA 05 / r "a / f/ // 1 •' - -----V&A 04 o f• / WLA-102 11a.D / WLA-103 14.8 r 16 l i�1�lLA1 i tii W-A� Y�wv-100 1 WLA�s8 ~\V'LQ-99 15. -- WLA-42 - .• �y,,,,,, ' WLA-95 � ` �•� � ,,.�`� 3 / ----- -- _ 17.1 ,,.,.' o- WL., -94 t 15. LA-91 WLA-92 q--4 19.a- 1 f;.9 17.8" _c WLA-88 WLA-89 WLA-90 t •� fr�`1 �,WL�- 4 �r�e WETLAND 1 .1 I '-• - ""s r"° t7.3 `•' r � PRESERVE FENCE WLA-84 HISTORIC + 17,1r V -,86 '/� "i P'r+r WLA-81 +f' f ,s C i t 0 1 .1 1 { W -74 1W!LA- SI s UGIi r ,t �7.3 52" _ / r• 80 WLA-77 t - 0 11 Y&A-71 . o I 17r WLA•-•. � • - / I I E 1 I { % WLA 61 �� .918.31 � I O t _ / /• o 4 66I t WL3�' � 65 g ;T6416 I ! I " I SITE BENCHMARK I I I �..-••,.._•.-•.-.-••-.•_••1 I I 3 :•,ri'`' SET 5/8" IRC STAMPED I "LB 696 TRAV. PT." - o ELEV.=19.12' ( �..-..-. ._..-..-.. _..-.. 3 L....-..,_..-_.. -..-.. ._-.._........ D N 11 k 0 O { TEMPORARY INLET FILTER (TYP) m a O a E TEMPORARY { SILT FENCE O I I 0 a Q_ N 3 r 0 ; 08---- -_- - . r cab � a ..v _-rc U N GE. OF PAVEMENT---'.T�_ TC£=_ • _- _ _ . - _ -_.. TOO _ , _ _ _. ._ -TO;_ _ _b ._ _ _ --•-TOE c - O 1- c a� c a� cn a� 0 c E c 0 I/1 0 WOVEN WM FENCE CMIN. 14-1/2 OMM wom ww FENCE r t­ RUNOFF WATER 18' Q) WITH a a • 1 tea. a ��if� ~r�`Ar��1��'`�♦'ram ' .. ; _ v fit i { { ; i I • 0 50 100 'i { SCALE AS SHOWN I { { f 1 {i j { a ir'Y E,L Yi.%L. N�'!i �"� 4 _..,:.. .. ..... ...... _......._._-......._ t._..� ... ..,_.. ,._ .. .. ._._ _.... ..._._ ..._.-...:-......'Ip�-. .._...-..........- _.......... ���A-,."...�' � � x _ _'# - . - C_ Q_ V . � AQ,�51'2 ,I SITE BENCHMARK SET 5/8" IRC STAMPED "LB 696 TRAV. PT." ELEV.=18.32' Pom am on" T OR u TIPe FENCE: rt�o� FABRIC 1. mom 1199 2 BELTECH 910 S mom Im * LNG a1F 190 S. SI 913 SC .. / TREATED �./� EYBmOFD GE0TE)fli.E FMW WATER IpE .',XH RW� W/ 9%o A a C I A-A_4ECiidi SPECIFIC APPLICATION ��I I O A 1w 1. WOVEN VW FENCE TO BE FASTENED SECURELY TO FENCE POSTS WTH WE 11M THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATEDOWACTED 0 FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT z W AITLE To BE FD SM sEa�lElr To MOVEN t9FE FENCE MTH nEs 9PACm EVERT _1 , , , i 24 AT TOP AID M0 gCiION. s CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND I, 1 V*N 1W!D SECTIONS OF OEOMMLE ADM EACH CM VEY SHALL BE 01ERWM " UNPROTECTED AREAS =1 �VemM BY OX INCHES AND FOLOm. L • GRAVEL SHALL BE 2•-3' CLEAN STONE 4. MNNTD1MEi SHALL BE PERFO M AS NOTED IN THE EROSION CONTROL PLAN. COLUMTM MATEUAL. 84" BE f0KND WEN 'RL" DEVE" N THE 3LT FEN( . 6 ALL SLT FENCE SHALL MADE WE ffiPPOILT tKIM INOICAM OTHUMM L a� TEMPORARY GRAVEL AND WIRE MESH SEDIMENTATION / SILT FENCE WITH WIRE SUPPORT AREA INLET SEDIMENT FILTER Wr'L E ILTB F � U O N .0 F- THE LOCATION OF THE SILT FENCE ON THE DRAWINGS IS FOR GRAPHICAL REPRESENTATION ONLY. THE CONTRACTOR IS TO ENSURE THAT THE SILT FENCE ENCOMPASSES THE ENTIRE WORK AREA. CONSTRUCTION FENCE / ENTRANCE LOCATION i MIN. 0.5% GRADE DOWN FROM PUBLIC STREET. ! 10• MINIMU 9 4'-S• CLEAN STONE CE01EXTILE UNDERUNER . I CONSTRUCTION ENTRANCE N.TA I i j CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 Sunshine State One Call of Florida. Inc_ GENERAL EROSION NOTES A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORID g NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATING !PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE. D. MAINTAIN ON THE SITE OR HAVEI READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. F. NO RUBBISH, TRASH, GARBAGE. OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE DITCHES OR WATERS OF THE STATE. G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY SEEDED WITHIN 14 DAYS. I. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. J. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACT '- LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. K. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. L. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OF THE SITE AND ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS. M. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THE SEDIMENT. N. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 0. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY DANGEROUS. IN ALL CASES, LOCAL ORDINANCES AND REGULATIONS REGARDING HEALTH AND SAFETY MUST BE ADHERED TO. P. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED. Q. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, SILT DIKES, ETC.) TO HELP PREVENT EROSION AND STORM WATER POLLUTION. R. ALL OFF -SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY; THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS & UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. EROSION CONTROL DETAILS CONSTRUCTION ENTRANCE n SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT GRAVEL AND WIRE MESH AREA INLET SEDIMENT FILTER MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN. AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. SILT DIKE PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHED ONE-THIRD TO ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY, CLEANED AND REPLACED. SEQUENCE OF CONSTRUCTION: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE TEMPORARY SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. CLEAR AND GRUB THE SITE. 6. BEGIN GRADING THE SITE. 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. a. TEMPORARILY SEED DENUDED AREAS. 9. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 10. INSTALL INLET PROTECTION DEVICES. 11. INSTALL RIP RAP AROUND OUTLET STRUCTURES 12. PREPARE SITE FOR PAVING. 13. PAVE SITE. 14. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 15. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABIUZED). _ = = _ = = U U C)U U U m \0 moo \�\ 0'1 W CD CO N cp Q I- w w cn � O O z o c� G U 6- n m O > o'a!zi-z Lu Ld - w Z _ Z _ a- :EQ r> m O O O w LLJ w 0- o w U) U C)� m U Z C o _ t/3 ' m U z N rn i' UT J N O V `no a t ,-. 0 _ � 0 � 0 cj) N Q (mu a o U EZ7 X z>� 3. cc Z 0 OU of rmmmjppl 0 ) n O i U Ld N u, } _ � N to J 1 � � C'4 Y 0 C) .. a� N ON 0 U c - o c m a � w �o O ' ?I z c� w LLJ z o � w X 0 o' w Q o CD CD 0 O z m m � r m to W 0 z m Z 0 w Y In 0 0 U Z Z� 0 Z L.L. �0 >Eow co0 mc��- W Z w o U v) w Q O Z r� v J LL_ U. J r(/) `� �o� � LU W W Z G �i-o D�U �m Z W< rW v I= U / m Ld C/) DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER P5 N 17 NOTICE: NO CONSTRUCTION, TREES OR SHRUBS WILL BE PLACED SEBASTIAN IN EASEMENTS WITHOUT CITY APPROVAL. CROSSINGS NOTICE: ROUTINE MAINTENANCE (e.g. mowing. etc.) OF SECTION 22, TOW.NSHIP 31 SOUTH, RANGE 38 EAST, EASEMENTS SHALL 8E THE RESPONSIBILITY OF THE SEBASTIAN R� CROSSINGS HOMEOWNERS ASSOCIATION, INC. AND NOT THE CITY CP.7Y OF SEBAS`9,-,AN, COUNTY QF INDIAN RfVER, FLORIDnr- IUNINCORPORA7ED1 NDM Rn !' COUNTY ASEARCHOFnEPUBUC RECORDS OF 1 ! I' ••UNlY, FLORH)ATHROUGHMAY11 I OF SEBASTIAN CROSSINGS (NOT YET RECORDED11 SAID LEGNL DESCRIPTION ATTACI-M HEIREM AS M= MADE PARF HE' :• NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC -` RECORDS OF THIS COUNTY. RIVER CtM FL PLAT. BOOK PAGEi_3 __ DOCKET NUMBER A 'VO� I �_ r. : t! ma Jtsli'!f!!6 at t 1t : t S AM,KNOWIALL MEN BYTHESE PRE8ENTS,THAT SEBASTIAN RIVER . lA CROSSINGS, LLC, A FLORIDA UNITED LIABILITY COMPANY JEFFREY K BANTON, CLERK FORMED IN THE STATE OF FLORIDA BENG THE OWNER IN FEE LEGAL DESCRIPTION: OF CC4AT3 WIMPLE OF tHE LANDS DESCRIBED AND PLATTED HERE�-I, AS SEBASTIAN CROSSINGS A parcel of land lying in Section 22, Township 31 South, Range 38 BEING IN THE CRY OF SEBASMN, HAVE CAUSED SAID LANDS East Indian River Coun Florida been more rticula described TOBESURVEYED AND PLATTED A88HOMR,iHEREON APIDDOES ty, g pa � HEREBY DEDICATE AS FOLLOWS: A. THE LAST DEED OF RI3CORD WAS DATED NOVE BER 19, 2004 RECORDED DECEh4BFR 2, 2004 IN OFFICIAL RDS OF INDIAN RIVER, Cotlrl'IY FIARIDA. as foliolws: THAT PORTION of SEBASTIAN CROSSNGS EOULEVAR9 1� D RECORDS BOOK 1807, PAGE 960, OF THE PUEUC RECO DRYDEN AVENUE SHOWN HEREGaI A8 PUBLIC SUBJECT 1 Q _ EASEMENT DEDICATED TO THE SEBA'%N : %G'! SING B. TI�IERBCORDTTI HOjE�RTS SEBASTIAN RIVfRCROSSINGS, LLC.,�� AFLORInaLrEDL1ABCOWANY innin at the Northeast corner of the Southeast 1/4 of said Section OWNERS ASSOCIATION, OC. FOrR LANDSCAFi.!C `":D : _. . i � � g AND AN EASEMENT fl'kANTM!t3 i,Ct:ESo TO C".��'. 22, Paid point being the POINT -OF- BEGINNING of the herein desiMbed VEHICLES AND AN EASEMENT FOR Ti;c I, iALI.ATk.)N, , C. THENAME(S) OF THERBCORDTIT -E HOLDERCOINC DES .1!HTHENAME(S) SHDAN AS OW gEKS) ON THE PRIVATE ROAD S UTILITIF8 EON. TRACT ' -A," NOTED �, I S parcel; :thence run North 89°47'24" West along the South line of the � PRIVATE ROADA9 aHo�N HEREOi`.TH{� C:2ANt.3E FACiLIrIES UNRECORDD PLAT OF SEBASTIAN CROSSINGS. EA ID 8EHMEITS WITHIN THE SUH � ARM 4OT D EDICATED • South 1/2 of the Northeast 114 of said Section 22, said line al�go being A TO, OR THE RESPOh'8INLI Y OF THE CITY OF SEBASTIAN. C the North line of lands described in Deed. Book 0016, Page 0305, of the D. UNSAIISFI1rD MORTGAGES OR LIENS ENCUMBERING SAID PROPERTY ARE AS FOLLOWS: MORTGAGE NOTE: 9 THE PUBLIC UTIL.ITYEASEMENTs As DESCRBED IN SURVEYORS • NOTE 2JLAND 2A.ARE DEDICATED IN PERPETUITY TOTH E CITY RECORD)DI3vEMBER2,2004,INOFFICIALRECORDS1300K1807,PAGE976,PUBLICRECORDS OFINDIAN RIVER PRIOR TO THE RELEASE OF THE PERFORMANCE BOND, Public:records of sail Indian River County,Fa distance of 209■00 Feet, OF SEBASTIAN AND �,�,,, RIM Co�•NTY FOR THE COUNTY, FLORIDA ALLLOTCORNER MONUMENTATION WILL BE SET AS thePi�►�e'SOuth 0O°12'10" West along the West line of said Deed Book CONSTRUCTION,NSTALLATION,MAINTENANCE AND OPERATION / RODS, WITH CAPS MARKED LB 3608 OF UTILITIES BY ANY UTILITY PROVIDER, INCLUDING CABLE 1:..2. IRON 00150 Page 0305, a distance of 225.31 Feet; thence leaving said line J K' R[GIM OF WAY, EAR-SOvENTS OR PLATS AFFECiINGSAID PROPEFaY AREAS FOIWINS: TELEVISION SERVICES, IN COMPLIANCE WITH SUCH E CONRicn rvn South 37°40'53" West, r distance of 96.67 Feet to a palm on the ORDINANCES AND REGULATIONS AS MAY BE ADOPTED FROM. No.2-� 1 ne of bcnid Deed Boom 0016, Page 0305; thence North 89°4T50" ANORIETHE�RDOTMFECo�UNTYUC�sIT01H�lERs��ID�UABNRNER 1. GRANT OF EASEIvIEI�TT IN FAVOR OF Tf E CITY OF RECORDED IN OFFICIAL RFCORI'G •� +� � ; COUNTY, FLORIDA. FRONT YARD uTILrtY EASEMENTS ARE BOOK 1203, PAGE 2418, OF THE PUBLIC RECORDS OF INEXAN RIVERCOUNTY, FLORIDA W& �.3: �:'' f_ North line of said Cad Kook 0015, Page 0305, a SUBJECT TO THE RIGHT OF EACH LOT TO HAVE A DRIVEWAY dist,' :: 3 of 4: . r68 Feet; thane mouth 0001 ral 0" West along the West ; FOR INGRE881EGRESs A8 APPRowEb B7 THE. CITY. THE OWVN ARE DEDICATED IN 2. UNRECORDID EASEI��IENT AND MAINTENANCE ACRFEMENT DATED AS OF APRIL 29, 2004 BY AND _ 'CS -Page 0305 d ance��81. Fed; PERPETUITY FOR NT9 A SHON AND H�fdlDEDIC T E of -- lnfs or .�a1 BEIWEQV CRF-PAN IRR II, LLC AND THE CROSSINGS, LLC. thence'P orth PR�P�REB BY: 80°52'01" East along the South line of said Deed Book DRAINAGE FACN.JTHES AND SHALL BE THE PERPETUAL _ MAINTENANCE OBLlGAt10N OF THE 8EH3ASTiAN CR�SINGS 3: CONSERVATION EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 1807, PAGE 963, OF THE PiJT C INC.1 v, Page 03C5, a distance of 716. 88 Feet to the East line the said HOMEOWNERS ASSOCIATION, INC. THE STORMWATER RECORDS OF 114E"N RIVER COUNTY, FLORIDA.%LTMOTT LAND SURVEYING. TV Southeast 1l4 of said Section 22; thence South �00012'10" West along - MANAGEH>wENT TRACTS AS SHOWN ARE DEDICATED IN 3716 NORTH WICKHAM ROAD, SUITE 3 PERPETUITr-'FOR the said East lire, a distance of 101.34 Feet tO the Northeast COriler of FACILIMS AND SHALL BE THE PERPETUAL MANTENANCE 4. TEmpoRARYSIGNAGEEASEMENTANDTEMPORARYSA:ram TRAILEREASEIONTRBCORDEDINOFFICIAL MELBOURNE, FLORIDA 32935-233$ OBLIGATION OF THE SEBASTIAN CROSSINGS HC:3EO'l 4EkG RECORDS BOOK 1807, PAGE 1014, OF THEPUBLIC RECORDS OFINDIAN RIVED COUN"IY,FIARIDA- PHONE (321) 751-4444 FAX (321) 751-4445 Rorneir Subdivision, according to the plat thereof, as recorded In Plat ASSOCIATION, INC.. THE CRY OF SEBASTIAN 13 C-RANTED THE records of Indian River Cou RIGHT BUT NOT THE OBLIGAT:r�, TO PERFORM EMFRCEIvCY ••� PROJECT NUMBER: 2030500 Book 10, Page 31, of the said Publicnty; , INGS.DWG e w MAINTENANCE ON THE TRACTS.THE COMMON C.3EN SPACE AS 5. � OFCOVENANTANDRESTTdcTTONON�ivDRBOORDEDINOFFICIALRBCORDSBOOK 1820 DRAWING NAME: SEBASTIAN CROSa thence South 80 52'01 West. alon the North Jno of said Romar DRAWN BY: DANIEL D. GARNER P.S.M. 6189 g SHOWN' HEREON 18 DEDICATED i4 PERPETUITI FC"rt ) PE PAGE2064, OF UMPUI3t1C RECORDS OF NW-N FBI COUNTY, RJORIDA. PREPARED ON: 12 28/04 Subdivision and It's Westerly extension, a distance of 766.55 Feet; EXCLUSIVE USE AND EI3,:Or1R TT OF•.THE REST^=N; v a REVISED ON: 01 /0 6/05 nCe 467. Feet' thence South SEBASTIAN CROSSINGS AND PSHALL BE .T', 1.,ER...�Yi ' thence North 00°12'10" East, a dista 'c' 6. DECLARATION OF COVENANT AND SMCIICN, ON LAI •TDRBCORDED IN OFFTCIALRBCORDS BOOK 18279 REVISED O N : 03 / 11 /0 5 MAINTENANCE OBI.IGATIa� Cf THE SEigA3'i II�N CRa �, � ; y li REVISED ON: 04/22/05 82°i19`d8" Wit, a distance Of J98.41 Feet; therl--'Souih 65°5T41" H'EI�8ASSOcuTHON,•+Ic..CONsFRVATroN ".E_��� ►`^ ti PAGE 1834, OF THE PUEUC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. A8 SHOWN ARS DEDICATED P! PERPETUITY 0THE GT. JOHNS { REVISED ON: 06/07/05 Weet- 8 distance of 588■45 Fed to the East line of lands described in RIVER WATER MANAGEMENT DISTOCT;FORTHE, PURPOSE OF 7. DRAINAGE IASEViET]T AGRI BaNT RECORDED IN C� ICIAL RECORDS BOOK 1864, PAGE 383, OF THE ` O.R. Book 069T, Pa 0801, of the said Public records of Indian River PRESERVATION OF JURISDICTIONA , i N WITUlESS WHEREOF, 8EBA8THAN RIVER CROSSINGS, LLC, A PUBLIC RECORDS OF INDIAN PJVFR COUNTY, FLORIDA. County; thence North 00°03'39" East along said t line, a distance FLORIDAPRESENTS L TO B Lamm COMPANY HAS CAUSED THESE PRESENTS TO 8E SIGNED AND ATTESTED BY ITS MANAGING i6.Z0 Feet a point on the North line Of tl� �011th 1I4' Of the MEM3ERS AND R8 C018PANY8EALT0 BE AFFaED HER T Y F. OT FM INFORMATION REGARDING SAID PROPERTY INCLU IN: NONE AM WITH THE AUTHORITY OF ITS MEMBERS THIS Northeast 114 We said Section 22, said Arne also being the South line of DAYOF 20. In O.R. Book 1092, Pagf0616-0620, of the said ALVTM OSIDPPE`1REPTH(JCHIFP2FOTXPCFLD.Av►�EG.ADVlands cribC 31-38-zz00000loo000002.0. Dubin: records A Indian River County; thence. South 89°4T50" East BY ;- .+ , 8TANLEY OFBKY TI r1 FaR�I N� alo��t-gild N�ln and South line, a d��ance# of 1,691.79 Feet to a point MANAGING MErBER THIS CERTIFICATE IS MADEFORTHEPURPOSEO. FURNISI�N:rTHEINFORMA o REQtxRm the . line=.° the Northaast 1i4- of said Section 22; thence South SEB � CR06SN , L.L.C. OF THE ABOVE REFERENCED SUMWISION PLAT INACCORDANCEWITHTBEPRDVISIONS OF CHAPTER 177.041 „ � . , i .. 3i86 H FEDERAL H WAY OFTI EFIPJI�STATUIESANDIMRBQ OFTI EC17YOF ORUND-40OPFORATEDIN�IAN 00 �� ell ?3 Vest siong said East line; ..a distance of 66s.99 Feet to the SUITE 203 RIVER, COUNTY LAND DEVELOPMENT CODE. IT HAS BEEN PREPARED EXPRESSLY F( THE APPROPRIATE ��i"� 1=OF-G11'+IIVING. ! LAUD2RDALE, F 33�08 ATTEST: Go`��NNG BODY AS DEFINED IN,177.o7I (Fs) ANDO rr is NOT TO BE RATED UPON BY ANY an-nR �Of1''d �1ing 4i . �54 Of land mere or less... MARK D AC RMA GROUP ORPERSON FOR ANY OTHERPURPOSE D. MANAGI N R GREEN, KAHN & PIOTP,I: P.A. 3 AND SEALED IN THE PRESENCE OF: S. PIORRKOWSKI r ► CEIMFI ATE OF SURVEYiQR STATE OF FLORIDA,COUNTY OF N N Rr.=-R ' . r CERTIFlCATE Qr• APPRdVAL AND _ ACCEPTANCE CITY SUR'VEY!OR S CERTIFICATE CERTIFICATE QF Ct EtY THE CITY COUNCIL OF THISISTOCERTWY,THATON DAYOF �• II STATE OF FLORIDA '' - KNOW ALL MEN BY THESE PRESENTS, THAT THE 2005, BEFORE HIVE, AN OFFICER DULY AUTHCRIZED TO.TAKE COUNTY OF INDIAN RIVER UNDERSIGNED, BEING A LICENSED AND REGISTERED ACKNOWLEDGMENTS H4 THE STA: E AND CGilP'TY�FORES.'�!L►,' ,,,,/ PERSONALLY APPEARED STANLEY MARKOFSKY AND IIMAR;% D. THIS IS TO CERTIFY THAT ON DAY OF ___ , 2005, THE CITY THIS PLAT OF SEBASTIAN CROSSINGS HAS BEEN REVIEWED ; HAND SURVEYOR, DOES HEREBY CERTIFY THAT ON COUNCIL, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, APPROVED BY THE UNDERSIGNED PROFESSIONAL SURVEYOR AND MAPPER - AUGUST 18, 2003 .E COMPLETED THE SURVEY OF THE ACIDONANRESPECTIVELYASN":EIE'BERSOFSEBASTIANRNER THE FOREGOING PLAT AND ACCEPTED THE DEDICATION THEREIN. EMPLOYED BY THE CITY OF SEBASTIAN, WHO HEREBY CERTIFIES I, CLERK OF CIRCUIT -COURT OF INDIAN RIVER LANDS AS SHOWN IN THE FOREGOING PLAT; THAT SAID CROSSIN% LLC, A FLORIDA LIMITED LIABILITY "COMPANY, THAT THIS CONFORMS TO THE REQUIREMENTS OF CHAPTER 177, COUNTY, FLORIDA DO- -HEREBY CERTIFY THAT I PLAT IS A CORRECT REPRESENTATION OF THE LANDS'I FORMED UNDER THE LAWS OFTHF. STATE OF FLORIDA, TO ME FLORIDA STATUTES. HAVE EXAMINED THIS PLAT OF SEBASTIAN THEREIN DESCRIBED AND PLATTED OR SUBDIVIDED; KW MTOBETHEINDMDUALSANDOFFICERSDESCRIBEDIN THAT PERMANENT REFERENCE MONUMENTS HAVE BEEN AND WHO EXECUTED THE FOREGOING DEDICATK PI AND t +' CROSSINGS SUBDIVISION AND THAT IT COMPLIES PLACED AND EACH P.C.P. WILL BE SET AS SHOWN SEVERALTYACKNOWLEDGED THE EXECUTION THEREOF TOBE MAYOR:____A_ __ CITY ENGINEER:_ ____ _ WITH ALL THE REQUIREMENTS OE CHAPTER 177 THEREON AS REQUIRtb BY CHAPTER 177, FLORIDA STATUTES _ THEPtFREEAiCTAyDDEEDASSUCHt•EERBTHERETODULY NATHAN McCOI_LUM VID FISHER . AND SUBDIVISIONS AND PLATTING, CHAPTER 913; AND THAT AUTHORIZED; THAT THE OFFKAAL SEAL OF SAID COMPANY IS OF THE LAWS OF FLORIDA. THIS PLAT FILED OR - 0C •ro •off ....;. ..y .., r SAID LAND IS ` LOCATE[ IN THE CITY OF SEBASTIAN, DULY AFFIXED THERETO; AND THAT THE SAID DEDICATION IS -- -N„_ _-- -- _ -- RECORD THIS � : '_ DAY` OF' `� INDIAN RiER COUNT, FLO DATED JU ; �7, 2005 THE ACT AND DEED OF SAID COMPANY. 40 Is ---- x �. ROD REED _T �w _ 2065. ANL� RECORDE?A * >;,, ,. • A R S IOAAL SURVEYOR AND MAPPER NO. 3916 <.kNc MNATNEBSIAIHEREOF,IHAVEHERET08ETMYHANDANDSEAL j �;. FLORID P OFF S .31�� OF PLAT L�^ (4_, _� i � c _t', ,� " j:. F 1 ON THE DATE. • ,%'_""__ CITY ATTORNEY: % ---- ' '' � ; -- -- ) ' , CITY --.,� ••- - - OF THE CLERK_ OF�►w,�RCJIT CQU �, w �,. s w ..':" REGISTRATION r E► RENE u, SALLY` AIC ;° QMC RICHA ANGER _ ; ;�• �: RIVER COUNTY . FLORIDA-'s t -, � ' �•, i " uroo or,roo ATTES�'i TO II!O�R'' ;ATURE) (APPROVED AS TO FORM) _ .' * . I. `, • dr,6t3 • W SEAL a�+�s:s,+ear,s, ( `�. w.. :'� DANIEL D. GARNER, P. "t f r y G, :.;: = . _ • '" ! a. NOR Rif PUBLIC ,r « ..'- .F• •, WILLIAM MOTT LAND SU SATE JP t _ i-'• % x N i Z716 NORTH WICKHAM RCi r► v .. .. BY. • _ •�i ; • MEi."BOURN FLORIDA 329 - _:.., V, eR t Y - ` • DEPUTY CL RK OF CIRCUIT COURT I � IIZI�}t'' � COTE OF AU'rHORIZATIO � �� ' � O�4�1�" . 3'E Itt K• �lAITew ,, MYCOI I38HON EXPIRES .......... �. ..,��R•. P COUNTY, FLORIDAtLux ;t PLAT BOOK 77 NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL PAGE — — NOTICE: ROUTINE MAINTENANCE (e.g. 'mowing, etc.) OF CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, CIRCIUMSSTANCTION OCES H E SS BPILATDED INDAUTH SRTY B HEREIN AND WILL IN N0 FLORIDA AUTHORITY BY ANY OTHER GRAPHIC OR; DOCKET NUMBER EASEMENTS SHALL BE THE RESPONSIBILITY OF THE SEBASTIAN DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT — —"— CROSSINGS HOMEOWNERS ASSOCIATION, INC. AND NOT THE CITY # ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC 2 5 RECORDS OF THIS COUNTY. SHEET . OF OF SEBASTIAN. � 3 i CROSSINGS SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAST, SE3ASTIAN SURVEYORS NOTES: SURVEYORS NOTES: (CONTINUED) jl I. BEARINGS SHOWN HEREON ARE BIASED ON THE EAST LINE OF THE SOUTHEAST 114 OF SECTION 22,TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY, FLCRIDA, BEING 12. TRACT E (0.078ACRES+-) IS HEREBY DEDICATED Tq CONTROLLED BYAND WIAINTAINED BY SOUTH 00'12910" WEST, SAID BEARi NG IS `EASED ON THE STATE PLANE COORDINATE THE SEBASTIAN CROSSINGS HOMEOWNERS ASSOCIATION, INC. FOR CO ' WN OPEM SPACE. SYSTEM FOR FLORIDA'S EAST ZONE (NAD. 83190). 13. TRACT F (0.021 ACRES+-) IS CO IWEYED TO INDIAN RIVER COUNTY BY WARRANTY DEED 2. THE FOLLOWING EASEMENTS ARE HEREBY RESERVED: RECORDED IN O.R. BOOK� U� PAGE 13- OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA., FOR A SANITARY SEWER LIFT STATION SITE.'�'o •R• d0 t 1�s t 3'1 A. AN EASEMENT 150 FEET IN WIDTH ALONG ALL SIDE AND REAR LOT LINES, IS HEREBY DEDICATED FOR THE INSTALLATION AND MAINTENANCE OF PUBLIC UTILITIES AND CABLE A 14. TRACTG (2.557ACRES+-) G ACONSERVATIO NAREAFOR SEBASTIAN RIVER LANDING PHASE TELEVISION SERVICES UNLESS OTHERWISE SHOWN. TWO AND IS TO BE MAINTAINED BY THE SEBASTIAN ' RIVER LANDINGS INC. FOn .. CONSERVATION EASEMENT SEE O.R. BOOK 1807, PAGE 0963, OF THE PUBLIC RECORDS OF B. A NON-EXCLUSIVE 10 FOOT WIDE PUBLIC UTILITY EASEMENT, CONTIGUOUS WITH AND INDIAN RIVER COUNTY, FLORIDA. TRACT G IS HEREBY DEDICATED TO, CONTROLLED BYTHE OUTSIDE OF THE PRIVATE.AND PUBLIC ROAD RIGHTS -OF -WAY DEDICATED BYTHIS PLAT IS SEBASTIAN CROSSINGS HOMEOWNERS ASSOCIATION, INC. FOR WETLAND PRESERVATION. RESERVEDFOR THE INSTALLATION OF UTILITIES, UNLESS OTHERWISE NOTED. THIS DOES NOT APPLY WHERE THE RIGHT-OF-WAY LINE AND THE PLAT BOUNDARY ARE THE SAME 15. TRACT A IS SUBJECT TO AN INGRESS AND EGRESS EASEMENT IN FAVOR OF SEBASTIAN RIVER LANDING, INC., FOR ACCESS TO TRACT G FOR MAINTENANCE. C. ALL DRAINAGE EASEMENTS ARE PRIVATE AND DEDICATED TO THE SEBASTIAhI CROSSINGS HOMEOWNERS ASSOCIATION, INC. FOR INSTALLATION, MAINTENANCE AND 16. PRIOR TO CLEARING AND GRADING, MONUMENTS WILL BE SET AT ALL CHANGES OF ACCESS OF DRAINAGE FACILITIES. DIRECTION FOR CONSERVATION EASEMENT TRACT GAND TRACT DIN THE FORMOF'/2' PON RODS MARKED "LB 3608" (UNLESS SHOWN BYA PERMANENT REFERENCE MONUMENT)AND 3. WHEN MORE THAN ONE LOT OR PARTS OF ONE OR MORE LOTS ARE USED AS A SINGLE 1 /Z X 5 PVC PIPES WITH STICKER MARKED CONSERVATION EASEMENT NO CLEARING OR BUILDING SITE, THE OUTSIDE BOUNDARIES OF THE BULDINGSITE SHALL CARRY` HE SIDE LAND DISTURBANCE BEYOND THIS STAKE DO NOT REMOVE THIS STAKE BYORDER OF ST. LOT LINE EASEMENTS RESERVED BYTHIS PLAT, PROVIDED THAT NO UTLITES EXIST WIDHN JOHNS RIVER WATER MANAGEMENT DISTRICT". SAID EASEMENT AND PROPER VERIFICATION HAS BEEN MADE. 17. FOR DECLARATION OF COVENANT AND RESTRICTION ON LAND SEE O.R. BOOK 1820, PAGE 4. ALL PLATTED UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO 20K OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. BE EASEMENTS FOR THE CONSTRUCTION ,IVSTALLAMON, MAIVTENANCE,AND OPERATION OF CABLE TELEVISION SERVICES, PROVIDED, . HOWEVER, NO SUCH CONSTRUCTION,CLAi�AT10N 18. FOR DE OF COVENANT AND RESTRICTION ON LAND SEE O.R. BOOT{ 1827, PAGE INSTALLATION, MAINTENANCE, AND OPERATION 'OF CABLE TELEVISION SERVICES SHALL 18A OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR O•R• OOOK Islip PA6E 1 `� OTHER PUBLIC UTILITY. IN THE EVENT A CAJS3LE TELEVISION . CO ANY DAMAGES THE 19. FOR JOINDERS IN DEDICATIONSEE O.R. BOOK PAGE 1 y 32 , L,F THE PUBLIC FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. RECORDS OF INDIAN RIVER COUNTY, FLORIDA. 'k0•0t- ftOK PA&E..1`L��,.. THIS SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A:, PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH 20. WATER AND SEWER LINES SHALL BE C CONVEYED TO INDIAN RIVER COUNTY. CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION SHALL COLLYVNTH THE NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE 21. SITE DATA: COMOSSION. LOTS 27-70 (44) S 1084 37 (30�.... 75"X120' TOTAL 75X120' LOTS=74 5. AS UTLLZED IN THE NOTES AND AS SHOWN HEREON, THE TERM "ELECTRIC" EASEMENT LOTS 1-26 (26} 8z 71-107 ..._55�C120 (37 ' TOTAL 53 X120' LOTS�63 } SHALL SPECIFICALLY INCLUDE FLORIDA POWER AND LIGHT CO. AND SHALL NOT EXCLUDE OTHER SUPPLIERS OF ELECTRICITY. =� TOTAL LOTS =137, 6. THE PRIVATE ACCESS EASEMENT IS HEREBY DEDICATED Ta CONTROLLED BY AND TOTAL ACREAGE = 47.854+- MAINTAINED BY THE SEBASTIAN CROSSINGS HOMEOWNERS ASSOCIATION, WC., FOR BUILDING SETBACKS (PER THE CITY OF SEBASTIAN PUD-R ZTJNING Ai' 'i'HE TIME OF RESIDENTS OF SEBASTIAN CROSSINGS TO HAVE ACCESS TO AND FROM THE SCHOOL. RECORDING) 7. TRAICTA (8.871 ACRES+-) IS HEREBY DEDICATED TO, CONTROLLED BY AND MAINTAINED BY A.20 FRONT THE SEBASTIAN CROSSINGS HONEOWNERS ASSOCIATION, INC. AS PRIVATE ROAD RIGHT-OF- B. 20' REAR WAY, FOR THE PURPOSES OF INGRESS AND EGRESS. SAID TRACT IS SUBJECTTOA PUBLIC C. 7.5' SIDE UTILITY EASEMENT. D.15' SIDE CORNER .. " E ..�nv..a�. • / M 7VDi t , , Its I, 3716 NORTH WICKHAM ROAD, SUITE 3 MELBOURNE, FLORIDA 32935-2338 PHONE (321) 751-4444 FAX (321) 751-4445 PROJECT NUMBER: 2030500 DRAWING NAME: SEBASTIAN CROSSINGS.DWG DRAWN BY: DANIEL D. GARNER P.S.M. 6189 PREPARED ON: 12/28/04 REVISED ON: 01 /06/05 REVISED ON: 03/11/05 REVISED ON: 04/22/05 REVISED ON: 06/07/05 Loug TION: MA. P SCALE.- NOT TO SCALE �- D. ❑ = 4%4" CONCRETE MONUMENT WITH NAIL AND DISK MARKED "PRM LB 3608" (SET) ® = 4"x4" CONCRETE MONUMENT WITH NAIL AND DISK MARKED "PRM LB 3608" (FOUND), (UNLESS OTHERWISE SHOWN) 0 = NAIL AND DISK MARKED "PCP LB 3608" (SET) O = NAIL AND DISK MARKED "PCP LB 3608" (FOUND)' IL = NAIL AND DISK MARKED "PRM LB 3608" (SET) A = NAIL AND DISK MARKED "PRM LB 3608" (FOUND) PU&DE = PUBLIC UTILITIES AND DRAINAGE EASEMENT C## = CURVE NUMBER FOR CURVE TABLE L## = LINE NUMBER FOR LINE TABLE X = DENOTES LINE BREAK CHANGE IN DIRECTION R/W = RIGHT-OF-WAY (R) = RADIAL P.B. PG. = PLAT BOOK = PAGE (NR) NON -RADIAL RP = RADIUS POINT ESMT. = EASEMENT POL = POINT -ON-LINE O.R.B./O.R.BOOK = OFFICIAL RECORDS BOOK POC = POINT -ON -CURVE H.O.A. = HOME OWNERS ASSOCIATION PI = POINT -OF -INTERSECTION LB = LICENSED BUSINESS PT = POINT -OF -TANGENCY PLS = PROFESSIONAL LAND SURVEYOR PC = POINT -OF -CURVATURE PSM = PROFESSIONAL SURVEYOR AND MAPPER PRC = POINT -OF -REVERSE CURVATURE R _ RADIUS PCC = POINT -OF -COMPOUND CURVATURE D/0 _ DELTA P.O.B. = POINT -OF -BEGINNING L _' LENGTH P.O.C. = POINT -OF -COMMENCEMENT CD/CH =r CHORD DISTANCE PRM = PERMANENT REFERENCE MONUMENT CB _ CHORD BEARING PCP = PERMANENT CONTROL POINT BLK = BLOCK NOT PUTTED SHEET 4 OF 4 O.R.BOOI( ,,�2° GIs 6-�20 SEE SHEEN" 3 OF 4SEBASTIAN A. I CROSSIN NORTH LINE OF SOUTH 1/2 OF NORTHEAST 1/4 OF SECTION 22/31/38 S 89*471500 E 7.5' CONSERVATION ENT 1691.79� ----- ------ --- --- --- --- --- --- --- --, --- --- --- -- --- --- --- --- ------ ----- OVERALL BOUNDARY AND INDEX SHEET SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 17 Jd 39 40 41 42 4i I� 4� d7 ' !d 49 SO S1 03� G S PLAT BOOK PAGE c 35-- EAtiT, DOCKET NUMBER CITY OF SEBASTIAN, COUNTY OF INDlAN RIVER. FLORIDA } SEBASTIAN ICROSSINGS BOULEVAR _ TRACTA 501 PRIVA7E RIGHT-O - Y -ice o 34 1120 114 iff 96 i7 11 lid "9 m m w M 10 m w I i m I I 1 1 o < CL 56 Y i I Q am � J a lu TRACT B TRACT FL SANITAR SEWER I I I -- _ -- STORM WATER MANAGEMENT LIFT S TION 1% 05 IM 1 1 133 132 131 38 w 5 0- _ _ _ _ _ y cn noTRA T E 1I � p 30 COMMO OPEN a P.O.B. N SP E — - - - 59 NORTHEAST CORNER OF co ul)Q I Q 109 / THE SOUTHWEST 1/4 SECTM 22, Q; 3 I I 11 60 TOMINSHIP 31 SOUTH. . RANGE 38 EAST l'" I I ( I 65 64 1 1 63 62 61 rX 4' CONCRETE MONUMENT CCR# 072523 0 1- 1 lOd 107 106 105 1011 1105 102 101 100 99 98 97 66 28 10010 cr SOUTH LINE OF THE SOUTH 1 2 OF ' " N 89'4724 W — — — — Z ¢ — ._ — _ AMA HERST _LANE _ — _ '- 6� TRACT A 50 PRIVATE RIGHT-OF-WAY o I �" THE NORTHEAST 1 /4 SECTION 22/31 /38 OF 3 209.00 UI'o 3 m 96 z L0 Q lFA Q Z� 93 Q �- y< N Q ca 24 IF- dd � d6 d7 dd d9 910 9i 91 9S 9� 99 9�6 W o ��s—c� 6d N uj w �I _____ TRACT C N STORM WATER — — — — — Q cn MANAGEMENT � W 0 W 69 _ NOT PLATTED �� ; 3 vl 210 O • • " , Ll W CARLISLE WAY - -F= Q N 89 47 50 W 4.38.58 ,� 00 : 22 I TRACT A 500 PRIVATE RIGHT -OF -WA m S 37"40053" W W a 96.67' - Z Go Qp21 13 1Z 11 10 9 d 7 6 S d S 1 ~ IN O o z I NOT PLATTED 2 M P.m.1 ...sN .T_' i.fmt '�.'f rn f.?,1� dt ua?•'`.�m?t t}. '•T" �,Y .Tj �+r r,+sat'"*9 1 5 ,A, fk h.,'Sr t ,. .,, u: =.ix i*. m t;p n!. F,x .fix t y _ ti Y �c ♦ro+}F' .q�r:.y: .;n y� 'i:,t" +"Y • rn ;Y�l;mY�:'+iL'` ^Y m5'� :i-�,'�-..a.�„a, �.t�m :. 1914 .vAr aa..+y;.rr4ayy`ite i,r;e+ aY,hir,..t s'.Y^3, M ..' s W :K.^'ty. fm St,,, l t 1�L-'♦.'`V•/ 'f.\ .•f t im�Iy. Yl _ 00 . t DRAINAGE E SEMENT tp w O n . ,5ry� j}'< ,F. t c:� PER O.R.8 1864, I � � R tY � T�%+t j x 3T,Y f Ae- `tJ .FY h r �Y b �� k t 4 apt. y, PAGES 38 -396 N TRACT D N I FELLSMERE BROOKSIDE z i MIERANO PRESERVATION i HISTORIC CEMETERY CIRCA 1888 v W "m�it}ifY ' ,O$M 39$• LANDS DESCRIBED IN N 2«i9 DEED BOOK 0015, PAGES 0305 i6 S $ NOT PLATTED d17#.,ri'Y+ iRryrti•. tam aF1. i` f+i ;t •14::`4 amp;: r i S t `el,'mr'ajy' VinO NOT PLATTED t w co •«r3 dl . 4 T Y-.-.. s r 4 DRI`1~AT;<W TRACT G r' N o s;:, ; M "Q i ► ; SEE O.R.B. 1807 PAGE 09631t�pp ; ,, ' • � FOR OFF SITE I T � EASE o GRpN YDEN pVENUEi CONSERVATION EASEMENT DR IN 418 3 AAA�.' LIMITS OF (OVER ps DESCR�gED S 6�j (SHADED) TRACT A •R.g00K 1203. ppGE •$$+ s� r4.441 N o' 2& LIMITS OF $0-52, 0A,� E 7 41.2? �� 7- C PRIVATE ROAD N ��r 'O r- i INGRESS/EGRESS EASEMENT - p YDEN ANUE -WA g' THE WEST 60'' OF THE EAST 1256' „ EgLIC or - THE "" . S0•52 �1_,,.., 10cn 0 SEBASTIAN CROSSINGS BOULEVARD NI 66 5 " — - UI%Un E 'T 50 PUBLIC RIGHT-OF-WAY I 1M �- �s' "'�°' low0 LANDS DESCRIBED IN 01 N O.R.BOOK 0868, PAGES 095 c*4 N LOT 1 w RCMAR SUBDIVISION ~o INGRESS/EGRESS EASEMENT { i PLAT BOOK 10. PAGE 31 LANDS DESCRIBED. 1 THE WEST 60 OF THE EAST 766.40 i g LOT 4 LOT 3 W N O.R.BOOK 1550, - Q COUNTY ROAD 512 i < o PAGES 1447-145, 3 60' RIGHT-OF-WAY I I h Z PER F.D.O.T. RIGHT-OF-WAY MAP 88040-2507 I < I AS RECORDED IN PLAT BOOK 10, PAGE 36 { r'-' r-- - W I i I i EDGE OF PAVEMENT A. mm owmmmmmmmmmmj 3ASELINE OF SURVEY FOR COUNTY ROAD 512 - COUNTY ROAD 512 R' r I� RIGHT-OF-WAY VARIES COW" PO� 51 PER F.b.O.T. MAINTENANCE MAP 88040-2515 RIGHT-OF-WAY VARIES AS RECORDED IN PLAT BOOK 10, PAGE 37 PER F.D.O.T. MAINTENANCE MAP 88040- 251 5 I AS RECORDED IN PLAT BOOK 10. PAGE 37 - 'cli SHEET 3 OF 5 SECTION 22 TWP. 31 S., RANGE 38 E. S GRAPHIC SCALE 0 ( p1 FEET ) 1 inch - 100 !t PREPARED BY: WI AM MOTT LAND SURVEYING INC. 0 3716 NORTH WICKHAM ROAD, SUITE 3 MELBOURNE FLORIDA 32935-2338 PHONE (321) 751-4444 FAX (321) 751-4445 PROJECT NUMBER: 2030500 -- DRAWING NAME: ! SEBASTIAN CROSSINGS.DWG DRAWN BY: DANIEL D. GARNER P.S.M. 6189 PREPARED ON: 12/28/04 REVISED ON: 01 /06/05 REVISED N• 1 E 0 03 1 05 REVISED ON: 04/22/05 „ . REVISED- ON: '.06/07/05 Id ,... i •�. "�:` +Y`n ' NOTICE: THIS PL AT, AS RECORDED IN ITS GRAPHIC FORM, I 0 S THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED I IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC " y RECORDS OF THIS COUNTY.' NOTE: PRIOR TO THE RELEASE OF THE PERFORMANCE BOND, ALL LOT CORNER MONUMENTATION WILL BE SET AS 1 /2" IRON RODS WITH CAPS MARKED "LB 3608". I is I. li l; PREP SEBASTIAN 'C'ROSSINGS... AM B ARED -- - - �. . LAT � OO K WI MOTT LAND SURVEYING INC. PAG E SECTION 22,TOWNSHIP 31 SOUTH,RANGE 38 EAST, 3716 NORTH WICKHAM ROAD, SUITE 3 CITY OF SEBASTIAN, COUNTY OF INDIAN'RIVER, FLORI A MELBo _ D 0 C K ET N U M B E RTRACT G D URNE, FLORIDA 32935 2338 SEE O.R.B. 1807 PAGE 0963, � � ---- O.R.B. OFF SITE PHONE (321) 751-4444 FAX (321) 751-4445 4 PROJECT NUMBER: 2030500 SHEET OF 5 CONSERVATION EASEMENT {; DRAWING NAME: SEBASTIAN CROSSINGS.DWG (SHADED) I: DRAWN BY: DANIEL D. GARNER P.S.M. 6189 SECTION 22 TWP. 31 S. RANGE 38 E. PREPARED ON: 12/28 04 REVISED ON: 01 /06/05 i I REVISED ON: 03/11 /05 TRACT D r '' 120.00' I D 120.00' 120.00' i 120.00'; REVISED ON: 04/22/05 I z WETLAND PRESERVATION v i o a � cr cn �, cn �, u, oo �, to �, REVISED ON: 06/07/05 I v °' N o n 73 0 0 D 3 120 o cn S 00'12'10" W 3 g > o 94 0= 0 99 O o _ coon o 00 o co I m o o - • 120.00 I m Ln �� �+ ` r; S 00.12'10" W -P c u� S 00012'10" W 0 S 00*12'10" W < cn S . 00*12'10" W " cn h'} ! V I D r' , , �! I -•� , N 0012 10 E _ v a 120.00 Ln --� m 120.00 m 120.00 m 120.0a f o 44 a I °D m o Ft �, : u, o �, cn cn cn _ D v, I 120.00 o o I m SEE SHEET 5 O F 5 . ,:� �� �;x m ��;;�Y� ��m 72 0 0 95 o Zo 98 ' o Z ov'''-0 2 o m .,� o m c� rn MATCH LINE • o 0 0 ._.� o a Q TRACT E cr' c" 00'12'10" W 1 z ...»..r.f � o '2+1 o cal o = 1 i'M�JF►lfflXir MMM!zt�4fApEM V �. � .� O �.. � � '+. Ouy ./'�ir� .�/��/,a • • ! M ! N � f !• O i O I � O Z �.: A4 r:RYAi `V' W� 2�:n.tYf"'. :. �A.'fltf'4 ♦_ : t'- 'll}. v.' c %�� •+ Y iM•L'Xi J ,..5i'w7 /V+' 2�;� a ".s 4r f.�`ri. ,:::x„e� r:, �:. ..;, a �/',1jM�J�V�1 O [/1IP f �• Ar. 77t; �[„"" •i�M!f.,•lr DRrSwp;!%`v.; ..a YY' .n.x Q < t V `Yt/�'�L 1 �� �• "+ i9 �.�'t'`rL'. �'+Va sir+!'M1 iir�i'if.S �HVi!'�' 1�iY"}:'" ....Yi f3.. I�^ N i �'�;' �.r, � y� sky W 1 ' , I� �. k'fsn'n:. • I O :. • f I p f .w..:.._ ..ii1.. ,a • :. t.er,..,t. ';,..n #ftt:3° ' ca.,y .t:�.n:,120.00 . I o 120.00 I .A 120.00 120.00 120.00 . SPACE TRACT F I m � S 42 0418 E SANITARY SEWER • v , o rn " ;y��i� ' DLn N 0012 10 E I o �+ �:;. r.< -4 1 rn .,� m 00 30.70' LIFT STATION r*� r y`. e,` i «`z �: N W -< W 71 N N e,, co is co C I D 120.00' -' NOT PLATTED _" £+� s w 25_0 25_0 w W 25_0' 25_0' v m 33 I IAl r*i Op I o o o t� N N 00'12'10" E 461.45' ' ? ` .'s � o I n v_u, o� I c� O °' 6p v' cn S 00'12'10" W I 97.09' W 95.00' G "� 95.00' 95.00' 0 "� 38.54' z u`- 0 122 0 y C2 C' o 0 D PI P1 - , , N 8 m ? �v Opp•�� o� n - 120.00 i D cn �? POL - POL p. " I m 70511 01.E 290.00' TRACTSEBATIA O'CPRIVATE RIROSSINGS GHT 0_F-WAY - 88.54 Io . 9 'S �'� "�r + -------------- - -- -- - - - _ PT _ 3 p0 ,��1. N 00.1210 E U, u,l S 00*12'10" W � 1 o I 1083.65' 1 �O• �' I o f o 00 ; . 120.00' oo '�6 o I m 90.00 �o : I - - rn 137 'o S 00`2'10" W 75.00' 75.0075.00' 75.00' 47.03n � 381.84 R1000.0 so0121" w 1.03'11" I I C'� q0 W 120.00' I o S 89'47'50" E L-18.38' I I cn cn c� i s N 44 31.62' - Im 0o I 1 00 0o Co.00 00 c� CH=18.38' co co co co co 120' w N 00.12'10" E v f. 1� o 70 0 69 0 1 I 68 0 �; 67 N ,� 47 p I Ln CB=S89'16 15 E Iv • v I I v v 66 ' �' w 120.00 O o 1U; U, 0 1 1 fin o f o (Ji ' f f N o o I IIIIIIHIIIIII ff 7711151111 ff-m;w-rj Inm Mr. r1ry ® •� RT711�7901r�wff nm .........................41f5i. :. &017ii - ® - ® .7 i FT j �� _��[1<1 ® •i l• .- .- KM M. Un M. • ® :• wT71 13 9011107 �.. =7.- ... ,ra �Li� :• 7-•l. f- � •7. • ® Z [F7T5-3Fr193&TUAPI-!6'Zi .%7 © •i ti111��t71a•�> .�1� ® .• i•1:• •: 1i1�1f������ ri 0 • . .7 FrM F77� • - wit 0 0 0 0 0 10 0 0 o �' PC - 136 Im m I I m m m _? 0 124 0 i S 00'12'10" W m I ' 00 S 00'12'10" W o rn f» 00 120.00' I < • - -� D S 0012 10 W 75.00' 75.00' 75.00' 75.00' �` 122.03• n � .. _ >,, •' `N 00'12'10", E o N 00'12'10" E 302.03' 120.00' I c� rn 120.00 0 0 48 cn I z Z -i y D 120.00 o0 o 7.5 PRIVATE 15 PRIVATE v D -vj z m tD DRAINAGE EASEMENT DRAINAGE EASEMENT o 61t� o cn D o 135 0 8 u'• Lnn cJn » I m Zo O 125 m S001210 W v o Q - m -D o o m • 03 0 0 co < • 120.00' G S 00'121 a W co - ! m •» ao I p S 00*12'10" W +' to D D I 120.00' v D W 0 m N 00'12'10" E I D� Ln Z 120.00 - m 49 I to • c p 0 z u; m o z 120.00 z o 01 00 I co 0oi. v, m v NOT PLATTED coo (.¢ o m = ao 0 134 o cn p S 00'12'10" W I �► o_ O I o 0 126 0 .� FELLSMERE-BROOKSIDE " � o o 120.00' 1 0 o S 00'1210 W D 15 PRIVATE u' S 00`1210 W _ _ m < � (ram Z I s HISTORIC CEMETERY o _ _ _ _ _ _ DRAINAGE EASEMENT - I D D cn O CIRCA 1888 .�► oo - - - - - - - - > - N 00*12'10" E �_ CA � I m LANDS DESCRIBED IN ---------- v 91 CA cr 120.00' D 120.00' �' 120.00' a: ao 0 50 o DEED BOOK 0015, PAGES 0305 co v v c.,a c o o f TRACT •cvr I cn cn D .� �, o 0 63 0 0 133 0 m; �n o< ,. STORM WATER o o W o o rn m o 127 O I �► S 00'12 10 W MANAGEMENT 0o z o D p 120.00' I tip S 00*12'10" W oo S 00.12'10" W TRACT B _ N 00*12'10" E -< i 120.00 ' m 00' STORM - -- ------ �' I co _ ACT B 120. M WATER Ln o 51 o I . I MANAGEMENT 0 01 � V .. � U •cvnvJ, � I � I ( z 6 132 �n o 0 o u' 0o'12'10" W 1 o o o 0 128 oco s -+ • S 0012'10" W S 00-12'10" W 120.00' I= 120.0.0' 8735.9.06S 00'12'10" W 0' 4Iv Iz N 001210 E' r 0.12 cn 120.00 (A52 I o NOT PLATTED GRAPHIC SCALE ��• ° f �' C41 I Ln �q -- ---- ---- -- - --.0 S 01 24 43 W oc •► co ! • 61 25.0 25.0 00 00 • 25_0 25.0 I so o sa es ,00 goo 6` n PT , �� 1 : 6' o o 29 co N v N PC 120.05 (R) I _ 30 cr O - 1 0 W o0 �0Ln . S 00''1210 W N 6.39 CRC � ��'o m m �� � �' I o t .: 12 n G 53 225.31 NOTICE: THIS PLAT, A R 53.96' 75.00' 45.00' Gbh I o P S RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL c oo DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO NC)TE' _ 60 to I SEBASTAN CROSSINGS BOULEVARD Icn 3 I m CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR PRIOR TO THE RELEASE "OF THE PERFORMANCE m r= o TRACT A 50 PRIVATE RIGHT -OF -WA Y�o G�� ��5, I D DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT BOND - s; ARE NOT RECORDED ON THIS PLAT THAT MAY ALL LOT CORNER M N m z m Z c23 u PC S o0�12'10" w 173.9s' PT ; s9 0 ,so•• LA H Y BE FOUND IN THE PUBLIC O UMENTATION WILL BE SET AS co �(RJ w 1 \ RECORDS OF THIS COUNTY. 1 2" IRON RODS WITH " o fV to o �o H CAPS MARK B 08 o c22 7 1' 1. _• MARKED L 36 Z -� -� .� � �' 2 os 75.00' 71.88 : ZI 1 NOT PLATTED N m ONp Nh p� 59 3 z z C19 N FELLSMERE BROOKSIDE w s D�� -� f s� I m HISTORIC CEMETERY �\ o �p +�`� +� _.. 0 0 N a� ,�� I 0 SEE SHEET -TWO FOR LEGEN D 0 58 0 7 0 55 o CIRCA 1888 (A -� LANDS DESCRIBED IN oo _ ; . o Q? 5 �, 56 Woo �, ��z o z 0o _ DEED BOOK 0015, PAGES 0305 ,� o o v 0 cn c u I N N Z 00 1 N o EAST LINE OF THE SOUTHEAST 1 /4 OF m SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAST 22.89' . .. 162.13' 109.98' 75.00' 77.18' 139.55100.14' 1 °D )~ W WATERVLIET STREET S 00'25'23" W EAGLE'S CIRCLE 50' PRIVATE ROAD RIGHT-OF-WAY , PER PLAT BOOK 15 PAGE 55 663.99 I i L CURVE TABLE CUM RAMPS OE1TA LDIM CHORD CHORD SEARM C1 56. ' 197' r " 193.15' 110.E ' N 2*34*53" E C2 56< 9 6' 55.67' S 28-48'18' E C3 5. 49 1 1. 7' <90' 24 '37• E C4 I 25.00'• I 11.7 ' 11.68' S 6 '43' • E C5 5. 90 9. 7' s 45*1 '10• W 00' 90'00'00" 39. r .36' S 44.47' • c7 5.00' 90'00'00• 39. 7' 35. ' S '1 '10• W C8 5. ' 90'00'00• 39. r .36' S 44.4r5o• E C9 1 7 . "00' 117. 1' 106.0r S 45'12'10• W C10 100.00' '00'00• 157 08' 141.4Z S 4 '1 '10• W C11 125.00' '11' • 63.6r 6 ' S 17 41' • W C12 1 5-90' M'11*060 1 63.6r 99' 46 '01 • W C13 125.00' 8'43' • 62.6r 62.02' S 75'50' • W C14 7 . 117.81' 106.0r N 44'4r500 W C15 1 • 1 7.08' 141 4' N 44'4r50" W C16 1 'i t' .6 6 ' N 7 9'44• W C17 1 '11' 6 .6 .99' N 44' '36• W C18 i '11' • 6 .6r .99' N 15' 7' " W C19 12 .00' 1'14' • 69' .69' N 4'520 W I C20 7 . ' 90*00'DV 117.81' 1 .07' N 451DW EL C21 100 ' 90 ' • 157.08' 141.42' N '1 '10• E C22 t . 1 40.76' < N 70 C23 1 '1 ' .6r 6 ' N • E C24 1 5. '11' s r 6 ' N 6 '46• E. C25 1 1 ' N '4 • C26 7 .00' ' • 117.81' 1 1 r S 45*12*100 W C27 100. _157.W. 141.4 ' i '10" W C28 125.0V1'0-r 1 ' r43" W C29 125.00,1 7' 1 7r I S 3T40*1 • W C30 125.001 1 4r r 41 *1 '41 • W C31 125.00' 1'08• 6 .6r 62.99' 1 S 62 39'46• W C32 125.00' 1 8. s' 2&19 S '43'45• W C33 1 1 • 7.1 7' . '17• W C34 1 ' 11V6'250 .05' 00' S 4 1' • W C35 45 1'08• 1 4. ' 123.45' S 6 9'46• W C36 , 1 s . .45• W C37 ' - 7' ' N '1 '10• E C38 5. '00• r ' N 44'4r • W C39 5.00' • 39. r 33.3W N 45'1 '10" E C40 • • 9. r ,36' N 44'4r • W C41 1 . 1'1 6,V 2.6,V N 9'11'34• W C42 125.00' 2'54' • 6.33' 6.33' S 01 *39'140 W i- . . . . . - - -- '_ _ . . ... �` �: . E. .. 1 . . . I .. . . . . ��SEBASTIAN CROSSINGS�: J. PLAT BOOK __ -- NOTICE: THIS ,PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL <, �I PREPARED BY. DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO�" , - I I . : "w� . I; a � IO'TT LAND SURVEYING INC. PAGE 1") CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR VA&%ME'. , - - DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT .;. SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAST, 3716 NORTH WICKHAM ROAD SUITE 3 N THIS PLAT THAT MAY BE FOUND IN THE PUBLIC :. . ' DOCKET NUMBER __-_' I - RECORDS OF THIS COUNTY. CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, FLORIDA 1 . ' F PHONE (321) 751MELBOURNE�-440441DFAX (3�1) 2758-4445. � Gtµ.,,d d� :�� _:. :s i u ^I3 '`--;,•� *'hJ r'wx vkw y .. . . PROJECT NUMBER: 2030500 . SHEET 5 OF 5 f DRAWING NAME: SEBASTIAN CROSSINGS.DWG • a DRAWN BY• DANIEL D GARNER P S M 6189 I N OTE. . PRIOR TO THE RELEASE OF THE PERFORMANCE BOND, AS . .. . SECTION 22 TWP. 31 S., RANGE 8 _E. PREPARED ON: 12/28/04 . . :." REVISED ON: 01 /06/05 ALL LOT CORNER MONUMENTATION WILL BE SET I . { REVISED ON: 03/11 /05 . H SCALE l i REVISED ON: 04/22/05 GRAPHIC 1 2 IRON RODS WITH CAPS MARKED "LB 3608". I . . . / .. N TPA D REVISED ON: 06/07/05 s0 1 o � so ,00 0 PLATTED . . . . . I SEBASTIAN RIVER MIDDLE SCHOOL . n� >�t ,� AS DESCRIBED IN 15$f.20' EAST LINE OF SEBASTIAN RIVER MIDDLE SCHOOL N 00'08 39 E O.R.BOOK 0697, PAGE 0901 . i 1 inch 50 ft i 2°° 1 146 57' .. 71 97' S5 00' S5 00' 55 00' 55 00' 55 00' 55 00' 55 00' 55 00' 55 00' 55 00' 55.00' 75.00' 75.00' jI 75.00' 75.00' 75.00' 75.00' 80.15' 1 142.05' 90.46' I o 1. . ..: :.;:'..,.. 1 I 1 15' PRIVATE . , I, cK ,< • R .; ::�� _ .:�> V) cn cn cn cn cn cn cn cn cn (n I I ! cn (A (n cn (n . w . . I I EASEMENT (/],���`► SEE NOTE 6 � Na 00 CO 00 00 00 co Oo 00 00 m OD I ' 00 0o Oo Oo _ ^, . ,• , 2"` •� . �►�'" "� N N N N N N N N N N I ; N N N N N_ .:q I w0 } ` 4► OD N P .p -P •P -P P OD 4� •P O O O O O O O O c� O rt `� ":y 'a� v c� N .� N v v v. v .� v v .� J v J v N to v �! :� �! v f V �! I ry . ,.. .� �:fl` , Q sty , 16 17 18 �; 19 �; 20 21 22 23 24 �, 25 26 2� 28 29 30 31 32 33 L.'73•;� .p► I �' V 11 Z O Oo O �' O O O O O N O O Crt O O v 11 = O N O - O . p CT! N 34 ^ C5 '9 CQ��� N �� �7 s r s s s s s s s a OD s s s s _ I 4j �O�j. ?''' a, r, � :`:., , Z p%m m m m m m m m m m m Q cy)I � m m m m 03 •� ,: s a ,..� 'o:.. • - m r m I 2 `�' "r'"'"''t' y'`�� 55.00' S5.00' S5.00' 55.00' 55.00' S5.00' S5.00' S5.00' S5.00' S5.00' 75.00' 1 75.00'! 75.00' 75.00' 75.00' 75.00' 67.66' t .ya r: i.. �, v a . ti � I'c N <s' , �' x ,; ,';O I r. `y r , �' . SEBASTIAN CROSSINGS BOULEVARD 11' 1 c.'n y ryL..',t � ,lb �{{V.t., >1 "' fi 0 7_8.74' POL _ 243.51' - _ 40 _ - 290.00' TRACT_A 50' PRIV_ATE RIGHT -_OF -WAY l� - 462.50' - - - - j. iy,.s 1i <it1 a; 1 ,t'• +* ''a `;fir y `.� ` �"� � .'° . r,',t, tti'Al�� At7� '� ;. (j PI �� PI S 00*12'1O" W PI 1074.75' PC'I Iv c� i, Y , Y a r '. x< -- - . z "�h . ,r�'r* � .-•� < j` �i1. � ; .� POL POL POL j l o. 1p a: x e 7(� Y'%-awvt?t� ar # yrrF ;X y> v �# i a } *i r p �� ; p �•�'� ° y' ` ` `° C 95.00' 95.00` c 67.50' ; 75.00' 75.00' 75.00' 75.00' 45.00'I, r t3` ' `yy�,� ', f> L uI �. % �'„ �� Yn P. , 36.01' 62.50' 95.00' Ls _\ • �cp , 1 ' 0 !::��, ��.�;,< ;,.. O S 25_0'125_0' G 25_0'125_0' I I .ems LLL 1i. 11 «� z� , �� ; , , R;.l � g N N N N Vi 1 N in in _ tt" -L �4. i '+�,. r.�1�1 ,�. - 4� " -f E / v' - • v' � I 01t OD I I OD W 00 J .+� �8,4 � r�; „� ,; s' ; h i s � y `r, j -P 0 D b)83 0 D N Off• N O' N I I� N� N� O w s � < � ��,x.,« r ; � '�� I . �:wT:� 0 14 0 .� .� 108 0 � 109 0 110 0 111 a ilk � � .. a` r r "• '' •, a �,, t t� • ! » �% ! » , » to I 1 , , 'T, :, � �w � �' �� � I „ ; '"� .� << . fir.. `'' -P o o S 001210 W -� S OOi 210 W S 00'1210 W cn o 0 0 0 0 oD j25. q� " �yv`` ��..a�". �`ryv��! 'ci4<r �"�sYtj' -% �• Q Q O I I D Q O Q O p I I O O p Op ---- ---- . yy 7.. * , :�..- , .....:.j,t ..: 15 (" p s 120.00 D 120.00 120.00 0 _ _ - I I = - _ . 113 I w w.�y„ �*;� + l� t` r:,, r�.. ` `� t; i-w °,. r.n ,�4 <'rx �`-�,c t,. s ;�; O - - U, P T '*! F{, 0 m /c�•n,� cJn ,w /car cn cn to �, i. m m I I m m m r 3, k, t f b aa.. a r ,~ O 12 O _ o O V 2 O O V 5 O I I �I ;a.i�t! a . ,:u..'l ,, , ���, fd t. � }' ,tr= � 5- �,';, m I I N 0012'1 Q" E °° cn Rw' �z<�< * r x a • : ; i' �� : "", : a s t`Y j � . ° ' S 00'1210 W - - � r*t 92.50 75.00 75.00 75.00 75.00 • o 120.00 ':. .I-M .�'.4 , .�Et:�i� �� �} ~} ,,< r, Y. . S 00'1210 W � r S 00'12'10" W S 00`12'10" W • » » , o '� _, <F y ;,¢� - �s ` yx u.. , � r . •= ""` I < (n I < to S 00*1210 W S OOi 210 W 272.50 I - > • ' .:' s1 �, �fr ; f 55.00' �#' 120.00' D m 120.00' 120.00' "� 120.00, I „`; * e .3 r; € . a 4 ,�ti R.i ,k-. - -� m Q - Q) v - v 0o r*t 15 PRIVATE _', . -. s'e •.r r! # cn cn m 0 cn to v+ cp }� x, t <, n (/���/(L� w w DRAINAGE EASEMENT o i p /D� to .* , r, r+ {„ ,.. '. t' � rY o 11 0 D o 81 O 0 V V O Z 107 , J m N ✓ ' ._ n yt'if 't ♦r t <� "J i _ 't v < •,sn, ar O O N1 O O O O C) 1 ! W µ e' ,_, _ = I -i �yp _ - 0 I' a t7` ,;, d�. yL.pi, rrt�� S 001210 W I S 001210 W 10 S 001210 W 1 S 0012 i 0 W N OOi 210 E �, %d , ,} .� , ., �� a :.4 120.00 120.00 m 120.00 m 120.00 o -,� Ii. 120.00 cn Z o �, /�+�► O) Cn ( (n Un Cn to cn 1j V7 O _ &.0 ,19 '' �Af i i ra rn rn � O) rn rn rn � rn } rn _ I n V v -� $. `-1807 PA �, cn •�2 5E t� R. GE 0 0 o cn D o 80 ' o 0 87 o in 0 106 0 NOT PLATTED" $1 : #'OR `OFF ;SITE x ,. o o -< o o 0 0 o it O o' 115 0 1- .. $g • COI'�iSVA"IOt ; ES4E1�' „ W ,1 „ oo " - cn < _ ao - S 001210 I S 00 2 10 W S 001210 W I S 0012 10 W z (FADED)OD ' 120.00' 120.00' 120.00' �! 120.00' " c) p il . cn cr ocn (r cr cr cr o cn a TRACT B N 001210 E cvn r x v) rn rn rn rn rn rn G� t� y' �� 4 L.• 0 9 0 0 79 0 0 88 0 0 105 o STORM WATER 120.00 1 (,; = o 0 -o 2 ap 0 o m o 0 0 0 '�'� o j� 0 MANAGEMENT I o I o > -7 O� n� p I �' • �' S AO'12'10" W S 00'12'10" W S 00'12'10" W S 00'12'10" W cvn v m o m t� • s �`� ��o•o , 1 I °o 0 116 o i' D r. c�' O �9 s p ;; , t v� 120.00 120.00 120.00 120.00 E p , p Ac v cp O J, �S`. C' `�? (n to cn cn (r cn cn I II _ cn �' D u; tnTr 0 �� j• ,� 0) rn rn m m rn rn 0) =`�0 8 0 0 78 Oo 89 0 0 104 o� • " -4 cr`� cp��Z� o' (P , L- }: v_. o 0 o O o O o „• " o N 00'1210 E ;.: s o01210 w s o0`121 o w s o0121 o w 120.00' o 120.00' I 120.00' 120.00' I - - - -,- .- j , 4 I 1.: ` 01 cr !m cr cr cn 91 91 120.00 . v) rn rn rn 15' PRIVATE o 117 0 w, yL o 7 0 0 77 '4 o O 90 O o 103 0 0. o o 0 0 cy;0 0 0 0 o DRAINAGE EASEMENT 1 l� * '` � S 00*12'1 O" W S 00*12'1 O" W o - S 00*12'1 O" W _ S 00'1{�2'10" W - - N 00*12'10" E - - v . p ��� `�c? 120.00' I 120.00' m 120.00' I 120.00' < 120.00' ---- o ���. Of rn rn rn rn 0o 91 rn rn 15 PRIVATE v I v 6 0 76 91 0 102 I DRAINAGE EASEMENT r cn. .. i . . ,. U, TRACT D w Z p! o 0 0 0 0 0 �? ,I 0 co 118 0 WETLAND PRESERVATION A �� c: S 00*12'10" W S 00*12'1O" W S 00.12'1O" W I S 00`12'10" W cn C �_.. o o (A 1 ! I , v, r% . 120.00 120.00 120.00 I 120.00 00 , co • o 0 cn v, cn v, cn � ;I � � tR N 100012'1 O" E � .S Cn .. rn rn ,., .) rn rn rn � o N o b 5 0 0, 75 0 0 92 0 0 1C 1 o v, 120.00 0 tD ,,4 0 O Oo 1 O 0 O O dD O „ 11 O Cn r ,! , » • » v f>D� S 00'12 10 W . S 001210 W S 001210 W iv S 00'12 '10 W o m co ,m.It 1�71 120.00' �! I 120.00' 120.00' �! I 120.00' `° 0 119 o * �,, (n (n cn al cn (n U1 ;I Cn i O OD -rz -"' 0 4 0 0 74 0 0 93 o D o 1 o " w '�<a o o o 0 0 0,, r� o ,� .o N 00'1210 E v ; A, ..� 1; i cn . }� is S 00*12'1 O" W S 00012'1 O" W S 00.12'1 O" W . S 00'12'1 O" W 1120.00 . I o0 ,�� s I y p t, .1 _ ,r; 120.00' I D 120.00' N 120.00' 120.00' 1 d- CJt (A " U cn (n OD 6 Cn 0 ` II (r •} U 9} O,"" x. . 0 rn p n (n 0 cn CR rn 0 I rn O 1 Z0 I 0 o)It_ I 99 0 o i o «.�� 4,O 3 D OQ 73 Q p J �� 0 .�=Q d, Q a° ►1 I -' S 00*1210 W <(n S 00'1210 W = S 00*1210 W y(n S 00'1210 W N 00'12'10" E v a 120.00' I -+ m 120.00' m 120.00' I m 120.00' o • o ;,. cr cn m (�+ cn (n (n cr �I cn 120.00 0 1 z ,. a 2 0 �� TZ o 0 95 0 Imo;: 98 -o v co . _ Q0- O ,L s O O _ O O O O S p O � Ln m o o cd � _ _ TRACT E io 121 0 1 a » _ _ _ _ cn 1» » rt ., '.�R. 'i , , +iri".!... i', aa. .-. <Xf -.,s.• ... . ..r.ry, r. .. I. ._... _L-- �*. ,. w 1 ,r "��. `�•" _. .. a<^+. •4 .. `R ', _ . .. .... .. ..._. :. _. . _ - . ,- ate.. .-. .. .. b �N ... r?N:r�MPGN � - .. w� I�;.� .i,. , '*c,pw,<.; Q: m v � N ._,.:'._ ,:� S 001210 W S 0Q-1210 � S 001210 W O' S� .001� 10 W .ja'.: >�..:}.: �. :�.r.+rr,r, r...,, ,, ...:..�; +c�.� �'.{'�r �•:-,• • �c��*wr ,,r,,,,....., r ,. , . I �t SPACE TRACT F WOE II . , » • "`' SEE SHEET 4 0 F 5 o .� .. 120.00' �, i �, 120.00' 20.00' I 120.00' (A � cn s :,.,, .1 v %4 * -4 II S 42 0418 E SANITARY SEWER N 00*1210 E, .,.,.. MATCH LINE w v o) Da) v v o, D oa 30.70 LIFT STATION , C N 1 W �, 71 N N 96 w w 97 � 120.00 0 rnrnZ rn , _ , , - iI 'rn.P C33 O NOT PLATTED _.0. -{ w 25.0 25.0 (,, w 25.0 25.0 t (,, v_ p0�/� 4 rn ---- ----b5 in ---- ---- 1i •p �i -�, r X --i rr _ I NI m N1 0 co I _q o I i N . , I o 126 •eL .S p�1 I(A -1 . -P ( m D .i I 36 1 1`P -, -1.18' .. , I o S 00*12'1O" W I n 120.00'(NR) I m 37 (n I I • z oI _ N I I \ S 00*12'1O" W -'' W 120<00 1 I co 38 tVn I � �, 01 I S , 0012'10" W I z 120.00' 1 m I- < 39 i 0' 01 Z � . S 00012'1O" W m 120.00' 1 m 40 . <cvn 1 0 01 CA I 00 c0 » S 001210 W I •p 120.00' 1 v 1 O 41 v I oI = rn . of co S 00*12'1O" W I 'a 120.00' � I I D Z 42 0 1 v0i S 00*12'1O" W i O V 120.00' I ;u -1_ m v �I 0 43 I z o I Oz i 1 �oo --i S 00412'1O" W O-u 120.00' 1 o D ,--4 0 m p I (00 0 44 o I N - _ I -n D S 00*12'10" W 1 m , �, _Q"; ", . 120.00 ri ' ' I 0 1 0) 1. 45' ' -,II o ' rn o O I 0) N O s 2657.65' _ N 89.47'S4" W - NORTH 1/4 CORNER OF SECTION 23, TOWNSHIP 31 SOUTH, TOWNSHIP 31 SOUTH, RANGE 38 EAST (FOUND) " RANGE 38 EAST UNAPHIU �5UALli � ..�. NAIL AND DISK B&H LB 6895 j 1/2" ROD(FOUND) (-CARTTER ASSOC. CCR072519 # CCR# 068948 CCR# 065501 io 300 0 150 300, 600 1200 �( • N i it � I I ( IN FEET) NORTH 1 /2 OF �I Ii I inch 300 fL NORTHEAST 1/4 OF SECTION 22, 1 TOWNSHIP 31 SOUTH, M zl RAWrF AR FAST •-I I S 89'47'50" E 963.26' I 36 37 38 39 41 1 42 1 43 44 45 46 47 48 1 49 1 50 51 52 53 M• SEBASTIAN CROSSINGS BOULEVARD I 34, I 00 114 115 11 117 118 119 120 121 122H124TI25 128 127 128LEGAL DESCRIPTION: (BY SURVEYOR) oI� „3 56 ,29 tn. M ]112 13o EAST 1/4 CORNER OF co 32TRACT B TRACT B 57Co / SECTION 22, { A portion f lands described in O.R. Book 1624 Page 1870 31 TOWNSHIP 31 SOUTH,p 1•7 ,36 ,35 134 133 132 131 58137 RANGE 38 EAST and lands described in O.R. Book 1910, Page 18, inclusive 30 59 "(FOUND)0 4 X 4 CONCRETE MONUMENTof the Pu lic Records of Indian River, Florida, being more 29,07 toe 05 to4 103 10210, too 99 98 97 soCCR# 072523O 65 84 83 62 Btarticular) described aS follows: S 89'4T24" E 2a _ _ 2651.82' a(66 ! S 89.29'11=E 2660.99' r o — .. -- . . 1 p i - . S 89 2911 E 2650.7T CENTER OF SECTION 27 m AMHERST LANE - 67 , 1330.50 T 1: 1330 50' -- 4"X` 4" CONCRETE to 26 C9 Commence at the Southeast corner of Tract D, Sebastian MONUMENT 25 Crossings, according to the Plat thereof, as recorded in NO I.D. 24 0 23 V ` I 15�14 22 *`�23 — .. N 8sy4'S9~ W.. i NORTHEAST CORNER OF I SECTION 22, I TOWNSHIP 31 SOUTH, RANGE 38 EAST (FOUND) 4"X 4" CONCRETE MONUMENT ee CENTER OF SECTION m TRAcr c (NOT MONUMENTED) EAST 1/4 CORNER OF I. SECTION 23, 6a I; 1 TOWNSHIP 31 SOUTH, tin 70 I I RANGE 38 EAST a �j II NAIL AND DISK (SET) Plat Book 19, Pages 34-37, of the said Public Records of cARusLE WAY — 6 z� ' i ccR APPLIED FOR 0 9 n of 963.26' 90 21 N Z Y� :- to-. - NORTHEAST 1/4 OF 1/2" ROD (FOUND) Indian River County, Florida, thence South 00 1210 West Q 13 12 11 10 6 7 6 5 4 3 2 1 ¢ $ o�a n oI SOUTHWEST 1/4 OF 0.72' WEST / 0.22' souTH p ,.1 • 20 F 1 .0 C. 5' - I M j SECTION 23. ... C:,R# 072520 alongthe West Ri ht-of-Way line of Sebastian Crossings M En SOUTHEAST W <W M �+ M , o M TOWNSHIP 31 SOUTH,-.: � J � 1S 14 � CORNER OF TRACT D.r- 18 15 TRACT G N SEBASTIAN CROSSINGS o rn Y RANGE 38 EAST Boulevard (Tract A, a 50 foot wide private Road Right -of I CO NORTHWEST 1/4 of TRACT D PLAT BOOK 19, W z o 17 PAGE 33-37 i = g m ~T SOUTHWEST 1/4 OF I s 4X4 CONC MONUMENT o I F� ^) i Way, as shown on the Plat of said Sebastian Crossings), a SEBASTIAN RIVER MIDDLE SCHOOL 16 SECTION 23, L1 PREVISOULY SET t� .� rj• - AS DESCRIBED IN c • TOWNSHIP 31 SOUTH, distance of 20.'19 Feet to the POINT -OF -BEGINNING; thence o.R.BOOK 0697, PAGE 0901 P.O.B. RANGE 38 EAST SUBJECT (0• / o � �� ; 3) TRACT c � continue South 00 1210 West along said line, a distance PROPERTY Ly _ ti !�. P.R.M. 10.14t ACRES �os.4o o �r ,Q �/ ��1 of 282.67 Feet to the Southwest corner of said Tract A, o �,,,, / F� F • p O INDIAN NO I.D.t)E O T �� . t0 00' thence continue South 00 1210 West along the West �I RIVER FOR BOUNDARY DEVIL A 101.34 _ o 0 0 o co LO �. co STORMWATER SEE SHEET TWO -v uNE of DR ' - / voi 'A 'A9 ( 04 i Crossings Boulevard0 TRACT _—s, � 0-io Right -of -Way line of Sebastian oss gs (a 5 / ICI Ws �" -- q foot wide Public Road Right -of -Way as shown on the Plat of •�' P.R.M. g y I J _1_ - LB MOB i ROMAR SUBDIVISION o_ � / � O { I PLAT BOOK 10, PAGE 31 t9 / 1 , M { s said Sebastian Crossings), a distance of 164.59 Feet to the _ NO I.D. 27.62' NORTH intersection of the West Right -of -Way line of said Sebastian _ 1 I 0.06' WEST N 89 42 12 W 963.26 - N 89 4212 W 619.26 N 89'39'26" W 1107.41' --/C- Crossings Boulevard and the South Right -of -Way line of N 89 36 05 W 1328.77 SOUTHEAST 1/4 OF • � COUNTY ROAD 512 `601 SECTION 23, Dryden Avenue (a 100 foot wide Public Road Right -of -Way n //�� %� n RIGHT OF -WAY SAP 8 �� � ; TOWNSHIP 31 souTH. COUNTY POAD 51� COUNTY ROAD 512 PER F.D.O.T. MAINTENANCE MAP 66040-2507 Q,� RIGHT-OF-WAY VARIES RIGHT-OF-WAY VARIES AS RECORDED IN PLAT BOOK 10. PAGE 36 M �; RANGE 38 EAST as Shown on the Plat of Said Sebastian Crossings)thenceER F.D.O.T. MAINTENANCE MAP 88040 2515 O PER O.T.F.D.OTMAINTENANCE MAP 88040-2515 AS RECORDED IN PLAT BOOK 10, PAGE 37 I LL o n AS RECORDED IN PLAT BOOK 10, PAGE 37 M APPROXIMATE TEMPORARY CONSTRUCTION EASEMENT North 80 52 01 East along said South Right -of -Way line, a o N .I �- SOUTHEAST 1 4 OF O M J I distance of 60.67 Feet to :the Northwest corner of Romar / ! 1.I ! W SECTION 22, ,5 c� - I { 00 ¢ W °° • TOWNSHIP 31 SOUTH, 00 0_ �I� N Subdivision, according to the plat thereof, as recorded in RANGE 38 EAST "'• o z : M o Plat Book 10 Page 31 of the said Public Records of Indian A Q cr SOUTHWEST 1/4 of o g 9 .� • r Yo w SOUTHWEST 1/4 OF a 0 o n River County;thence South 00 1210 We I h W I m IN e t St along the West o m W W sEcnoN 23, oI ` ZI I�� U' TOWNSHIP 31 SOUTH, I, SOUTHEAST 1/4 OF n• line of said Romar Subdivision a distance of 193.00 Feet to N 1. - ¢ z .o RANGE 38 EAST 1 1 '�i x o_ w y SOUTHWEST 1 /4 OF , j - SURVEYOR'S NOTES: � � a � �. I SECTION 23, the North Right -of -Way line of County Road 612 (as shown p= z W I 3 I TOWNSHIP 31 SOUTH, I L 1. Easements and Rights -of -Way shown hereon except as called for by the Plat only o o v o _ RANGE 38 EAST C on F.D.O.T. Maintenance Ma 88040-2507 and in Plat Book �'+ 0� it p include those provided to the surveyor. The surveyor has made no search of the o Z M Public Records for such. - 0 0 r 10, Page 36 of the said. Public .Records of Indian River... � o' 16 o �� Right - of- 2. Only open and notorious evidence of easements and Right -of -Way are located and � 3 i o County);thence North 89 39 26 West along said Ri ht of g g shown hereon. The surveyor has not located any underground utilities or foundations Ix 1n o' cn SOUTH 1/4 CORNER OF SOUTHEAST CORNER OF SECTION 23, SECTION 23 Wayline a distance of 61 41 Fee • thence North ° 2' 2" which may encroach Li ¢ N f d 3 t, t o ort 89 4 1TOWNSHIP 31 SOUTH, r I � TOWNSHIP 31 SOUTH, 0 9 n o i I RANGE 38 EAST RANGE 38 EAST West, a distance of 483.15 Feet, thence North 00 1210 3. Bearings hereon are referred to an assumed value of S 00 1210 W for the East line o �. FOUND of the Southeast 1/4 of Section 22/31/38 said bearingis identical with the Plat of Cn 10'* DIRT ROAD : w (FOUND) ) (FOUND) East a distance of 393.90 Feet; thence North 65°5T41" SOUTHEAST CORNER OF 4 X 4 CONCRETE MONUMENT L: BOAT SPIKE record. SECTION 22, �'' CCR# 072521 CCR# 065503 • o .. TOWNSHIP 31 SOUTH 22 23 - i. East a distance of 444.72 Feet thence North 82 19 08 — — = _ _K==A==—._ _ _ _ _ _ _ I: . — .. # 23 24 4. Type of survey. Boundary RANGE 38 EAST S 89'43'01" E • . w L_ . �- . . . - 27 26 - (FOUND) �;. 2654.11 S 89 4012 E 2662.20 East, a distance of 392.77 Feet to the POINT OF 5. Flood zones shown hereon were scaled from flood insurance rate ma c 26 25 r t p community 4 X 4 CONCRETE MONUMENT BEGINNING. no. 120123, panel 0078, Suffix E, effective date: May 4, 1989. CCR APPLIED FOR 1 2" ROD "CARTER ASSOC" I' Containin 10.14 Acres of land more or less. 6. Use only property corners for construction of fences and other improvements. 22.93 NORTH / 0.05 WEST ' " g , 179 57 12 (M) PURPORTED TO BE SECTION CORNER PER CCR# 065502 {I I i I i I { 3716 NORTH. WICKHAM ROAD SUITE 3 MELBOURNE, FLORIDA 32935 2338 PHONE 321-•751-4444 FAX 321-751-4445 LICENSED BUSINESS "3608" COPYRIGHT © 2006 WILLIAM MOTT LAND SURVEYING INC., ALL RIGHTS RESERVED : 84 2657.65' _ N 89.47'S4" W - NORTH 1/4 CORNER OF SECTION 23, TOWNSHIP 31 SOUTH, TOWNSHIP 31 SOUTH, RANGE 38 EAST (FOUND) " RANGE 38 EAST UNAPHIU �5UALli � ..�. NAIL AND DISK B&H LB 6895 j 1/2" ROD(FOUND) (-CARTTER ASSOC. CCR072519 # CCR# 068948 CCR# 065501 io 300 0 150 300, 600 1200 �( • N i it � I I ( IN FEET) NORTH 1 /2 OF �I Ii I inch 300 fL NORTHEAST 1/4 OF SECTION 22, 1 TOWNSHIP 31 SOUTH, M zl RAWrF AR FAST •-I I S 89'47'50" E 963.26' I 36 37 38 39 41 1 42 1 43 44 45 46 47 48 1 49 1 50 51 52 53 M• SEBASTIAN CROSSINGS BOULEVARD I 34, I 00 114 115 11 117 118 119 120 121 122H124TI25 128 127 128LEGAL DESCRIPTION: (BY SURVEYOR) oI� „3 56 ,29 tn. M ]112 13o EAST 1/4 CORNER OF co 32TRACT B TRACT B 57Co / SECTION 22, { A portion f lands described in O.R. Book 1624 Page 1870 31 TOWNSHIP 31 SOUTH,p 1•7 ,36 ,35 134 133 132 131 58137 RANGE 38 EAST and lands described in O.R. Book 1910, Page 18, inclusive 30 59 "(FOUND)0 4 X 4 CONCRETE MONUMENTof the Pu lic Records of Indian River, Florida, being more 29,07 toe 05 to4 103 10210, too 99 98 97 soCCR# 072523O 65 84 83 62 Btarticular) described aS follows: S 89'4T24" E 2a _ _ 2651.82' a(66 ! S 89.29'11=E 2660.99' r o — .. -- . . 1 p i - . S 89 2911 E 2650.7T CENTER OF SECTION 27 m AMHERST LANE - 67 , 1330.50 T 1: 1330 50' -- 4"X` 4" CONCRETE to 26 C9 Commence at the Southeast corner of Tract D, Sebastian MONUMENT 25 Crossings, according to the Plat thereof, as recorded in NO I.D. 24 0 23 V ` I 15�14 22 *`�23 — .. N 8sy4'S9~ W.. i NORTHEAST CORNER OF I SECTION 22, I TOWNSHIP 31 SOUTH, RANGE 38 EAST (FOUND) 4"X 4" CONCRETE MONUMENT ee CENTER OF SECTION m TRAcr c (NOT MONUMENTED) EAST 1/4 CORNER OF I. SECTION 23, 6a I; 1 TOWNSHIP 31 SOUTH, tin 70 I I RANGE 38 EAST a �j II NAIL AND DISK (SET) Plat Book 19, Pages 34-37, of the said Public Records of cARusLE WAY — 6 z� ' i ccR APPLIED FOR 0 9 n of 963.26' 90 21 N Z Y� :- to-. - NORTHEAST 1/4 OF 1/2" ROD (FOUND) Indian River County, Florida, thence South 00 1210 West Q 13 12 11 10 6 7 6 5 4 3 2 1 ¢ $ o�a n oI SOUTHWEST 1/4 OF 0.72' WEST / 0.22' souTH p ,.1 • 20 F 1 .0 C. 5' - I M j SECTION 23. ... C:,R# 072520 alongthe West Ri ht-of-Way line of Sebastian Crossings M En SOUTHEAST W <W M �+ M , o M TOWNSHIP 31 SOUTH,-.: � J � 1S 14 � CORNER OF TRACT D.r- 18 15 TRACT G N SEBASTIAN CROSSINGS o rn Y RANGE 38 EAST Boulevard (Tract A, a 50 foot wide private Road Right -of I CO NORTHWEST 1/4 of TRACT D PLAT BOOK 19, W z o 17 PAGE 33-37 i = g m ~T SOUTHWEST 1/4 OF I s 4X4 CONC MONUMENT o I F� ^) i Way, as shown on the Plat of said Sebastian Crossings), a SEBASTIAN RIVER MIDDLE SCHOOL 16 SECTION 23, L1 PREVISOULY SET t� .� rj• - AS DESCRIBED IN c • TOWNSHIP 31 SOUTH, distance of 20.'19 Feet to the POINT -OF -BEGINNING; thence o.R.BOOK 0697, PAGE 0901 P.O.B. RANGE 38 EAST SUBJECT (0• / o � �� ; 3) TRACT c � continue South 00 1210 West along said line, a distance PROPERTY Ly _ ti !�. P.R.M. 10.14t ACRES �os.4o o �r ,Q �/ ��1 of 282.67 Feet to the Southwest corner of said Tract A, o �,,,, / F� F • p O INDIAN NO I.D.t)E O T �� . t0 00' thence continue South 00 1210 West along the West �I RIVER FOR BOUNDARY DEVIL A 101.34 _ o 0 0 o co LO �. co STORMWATER SEE SHEET TWO -v uNE of DR ' - / voi 'A 'A9 ( 04 i Crossings Boulevard0 TRACT _—s, � 0-io Right -of -Way line of Sebastian oss gs (a 5 / ICI Ws �" -- q foot wide Public Road Right -of -Way as shown on the Plat of •�' P.R.M. g y I J _1_ - LB MOB i ROMAR SUBDIVISION o_ � / � O { I PLAT BOOK 10, PAGE 31 t9 / 1 , M { s said Sebastian Crossings), a distance of 164.59 Feet to the _ NO I.D. 27.62' NORTH intersection of the West Right -of -Way line of said Sebastian _ 1 I 0.06' WEST N 89 42 12 W 963.26 - N 89 4212 W 619.26 N 89'39'26" W 1107.41' --/C- Crossings Boulevard and the South Right -of -Way line of N 89 36 05 W 1328.77 SOUTHEAST 1/4 OF • � COUNTY ROAD 512 `601 SECTION 23, Dryden Avenue (a 100 foot wide Public Road Right -of -Way n //�� %� n RIGHT OF -WAY SAP 8 �� � ; TOWNSHIP 31 souTH. COUNTY POAD 51� COUNTY ROAD 512 PER F.D.O.T. MAINTENANCE MAP 66040-2507 Q,� RIGHT-OF-WAY VARIES RIGHT-OF-WAY VARIES AS RECORDED IN PLAT BOOK 10. PAGE 36 M �; RANGE 38 EAST as Shown on the Plat of Said Sebastian Crossings)thenceER F.D.O.T. MAINTENANCE MAP 88040 2515 O PER O.T.F.D.OTMAINTENANCE MAP 88040-2515 AS RECORDED IN PLAT BOOK 10, PAGE 37 I LL o n AS RECORDED IN PLAT BOOK 10, PAGE 37 M APPROXIMATE TEMPORARY CONSTRUCTION EASEMENT North 80 52 01 East along said South Right -of -Way line, a o N .I �- SOUTHEAST 1 4 OF O M J I distance of 60.67 Feet to :the Northwest corner of Romar / ! 1.I ! W SECTION 22, ,5 c� - I { 00 ¢ W °° • TOWNSHIP 31 SOUTH, 00 0_ �I� N Subdivision, according to the plat thereof, as recorded in RANGE 38 EAST "'• o z : M o Plat Book 10 Page 31 of the said Public Records of Indian A Q cr SOUTHWEST 1/4 of o g 9 .� • r Yo w SOUTHWEST 1/4 OF a 0 o n River County;thence South 00 1210 We I h W I m IN e t St along the West o m W W sEcnoN 23, oI ` ZI I�� U' TOWNSHIP 31 SOUTH, I, SOUTHEAST 1/4 OF n• line of said Romar Subdivision a distance of 193.00 Feet to N 1. - ¢ z .o RANGE 38 EAST 1 1 '�i x o_ w y SOUTHWEST 1 /4 OF , j - SURVEYOR'S NOTES: � � a � �. I SECTION 23, the North Right -of -Way line of County Road 612 (as shown p= z W I 3 I TOWNSHIP 31 SOUTH, I L 1. Easements and Rights -of -Way shown hereon except as called for by the Plat only o o v o _ RANGE 38 EAST C on F.D.O.T. Maintenance Ma 88040-2507 and in Plat Book �'+ 0� it p include those provided to the surveyor. The surveyor has made no search of the o Z M Public Records for such. - 0 0 r 10, Page 36 of the said. Public .Records of Indian River... � o' 16 o �� Right - of- 2. Only open and notorious evidence of easements and Right -of -Way are located and � 3 i o County);thence North 89 39 26 West along said Ri ht of g g shown hereon. The surveyor has not located any underground utilities or foundations Ix 1n o' cn SOUTH 1/4 CORNER OF SOUTHEAST CORNER OF SECTION 23, SECTION 23 Wayline a distance of 61 41 Fee • thence North ° 2' 2" which may encroach Li ¢ N f d 3 t, t o ort 89 4 1TOWNSHIP 31 SOUTH, r I � TOWNSHIP 31 SOUTH, 0 9 n o i I RANGE 38 EAST RANGE 38 EAST West, a distance of 483.15 Feet, thence North 00 1210 3. Bearings hereon are referred to an assumed value of S 00 1210 W for the East line o �. FOUND of the Southeast 1/4 of Section 22/31/38 said bearingis identical with the Plat of Cn 10'* DIRT ROAD : w (FOUND) ) (FOUND) East a distance of 393.90 Feet; thence North 65°5T41" SOUTHEAST CORNER OF 4 X 4 CONCRETE MONUMENT L: BOAT SPIKE record. SECTION 22, �'' CCR# 072521 CCR# 065503 • o .. TOWNSHIP 31 SOUTH 22 23 - i. East a distance of 444.72 Feet thence North 82 19 08 — — = _ _K==A==—._ _ _ _ _ _ _ I: . — .. # 23 24 4. Type of survey. Boundary RANGE 38 EAST S 89'43'01" E • . w L_ . �- . . . - 27 26 - (FOUND) �;. 2654.11 S 89 4012 E 2662.20 East, a distance of 392.77 Feet to the POINT OF 5. Flood zones shown hereon were scaled from flood insurance rate ma c 26 25 r t p community 4 X 4 CONCRETE MONUMENT BEGINNING. no. 120123, panel 0078, Suffix E, effective date: May 4, 1989. CCR APPLIED FOR 1 2" ROD "CARTER ASSOC" I' Containin 10.14 Acres of land more or less. 6. Use only property corners for construction of fences and other improvements. 22.93 NORTH / 0.05 WEST ' " g , 179 57 12 (M) PURPORTED TO BE SECTION CORNER PER CCR# 065502 {I I i I i I { 3716 NORTH. WICKHAM ROAD SUITE 3 MELBOURNE, FLORIDA 32935 2338 PHONE 321-•751-4444 FAX 321-751-4445 LICENSED BUSINESS "3608" COPYRIGHT © 2006 WILLIAM MOTT LAND SURVEYING INC., ALL RIGHTS RESERVED : 84 85 86 87 88 89190191192193194 95 96 SEBASTIAN BOOK 19. CROSSINGS PAGES 33-37 PLAT 83 82 In 1801 79 78 -n 1 76 75 74 73 72 7, CERTIFICATION LER RTIFY THAT THIS SURVEY WAS MINDE NSIBLE CHARGE AND MEETS TH STANDARDS AS SET FORTi! BY TH PROFESSIONAL LAND SURVEYORS I FLORIDA ADMINISTRATIVE CODE, PU 2.027 'OF Q FLOS%"DA STATUTES. DANIEL B. GARNER, 05 09 06 FIA. CERT. N r HIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ERSON, PERSONS, OR ORGANIZATION IDENTIFIED BELOW AND IT'S CERT- ICATION IS NON -TRANSFERABLE. ANY COPY, HEREOF TO BE CONSID- RED VALID, MUST BE EMBOSSED WITH THE SEAL OF A REGISTEREDURVEYOR EMPLOYED BY THIS FIRM. CERTIFIED TO:. CRF—Panther; II LLC, a Florida` limited liability com an _ Y P Y REVISIONS: DATE. A. B. C. D. E. F. G. E 1 INCH = 300 FEET T NUMBER: 203-0442 ORDER NUMBER:301716 NAME: CENTURY REALTY FUNDS INC. G NAME: 03-442—PLAT—BND.DWG BY: TYLYN BLANCHARD TED BY: DANIEL D. GARNER ED BY: JONATHAN M. MOTT N 22, TOWNSHIP 31 SOUTH, RANGE 38 EAS DRAWING NUMBER: SHEET: 1 OF 2 D06-01 O r. i 84 84 85 86 87 88 89 90 91 92 93 94 95 96 83 82 81 80 79 78 77 76 75 74 73 72 71 4'X 4' MONU {FO 23 MONUMENT (FOUND) O NO LD. 4'X 4' CONCRETE — — CARLISLE WAY — — BROKEN TOP MONUMENT GRAPHIC SCALE TRACT A 50' PRIVATE RIGHT-OF-WAY — --� I' (FOUND) . w Q >- FENCE 0.5 EAST OF - 2 2 0 o 1.5' PROPERTY LINE o 60 100 0 50 100 2D0 400 �� o: ;C QWARM O 90' 6 4, \� O , > 21 �I 70. �z FEET 13 12, ' 11 e10, . 9, 8 7 6 5 4 3 2 1 i �� ( ) r m _ I aft W ' 1 inch = 100 ft. i 20 NQ 1 � zl� i;' �� N> +> i '� �- IO z _ Z o TRACT G T o Q J 19 Q 14 SEBASTIAN CROSSINGS OP OF S K z� po a w N a PLAT BOOK 19, PAGES 33-37 (HATCHED) I p NAV.D. (88) - NORTH AMERICAN VERTICAL DATUM (1988) _ -� Q / Q w p LEGEND: NAD. (27) - NORTH AMERICAN 04TUAI (1927) VI Obi 0 � PC = POINT OF CURVATURE NAD. 83/90) = NORTH AMERICAN DATUM (1983) READJUSTMENT IN (1990) - p PT = POINT OF TANGENCY N.G.V.D. _ J O 1 8 N Q 15 TRACT D to Q 1 .0. ' N EA N P! - POINT OF INTERSECTION RE __— = CAENTERUNE ODETIC VERTICAL DATUM (1929) pQ Y > SEBASTIAN CROSSINGS Q PRC - POINT OF REVERSE CURVATURE _ _ ( CORNER OF TRACT D, - PROPERTY LINE p - THIS AREA OF THE PROPERTY 1S PLAT BOOK 19, PAGES 33-37 SEBPLAT CROSSINGS I ``' F= . . . RP - RIGHT-OF-WAY DO - 5/8' IRON ROD WITH PLASTIC CAP m LOCATED 1N FEDERAL FLOOD ZONE A / PUT BOOK 19. i s F R MARKED MOTT LB 3608' SET z P.O.B. - POINT -OF -BEGINNING o W � 17 NO BASE FLOOD ELEVATION DETERMINED — � PAGE 33-37 � ' �� � "'�' FELLSMERE BROOKSIDE W - 1/2' IRON ROD WITH PLASTIC CAP > Q 4X4 CONC MONUMENT �� HISTORIC CEMETERY N P.O.C. - POINT-OF-COMMENCEMETVT MARKED 'WITNESS LB 3608' SET F +some Q ELEVATION • IRON MARKER FOUND Z Q PREVIOUSLY SET CIRCA 1588 0.00 -spot ELEVATION - z - Jn „ E `392•77 9Jr' PRM LB 360a LANDS DESCRIBED IN PU&DE - PUBLIC UTILITY AND DRAINAGE EASEMENT O = i/2' IRON R00 WITH PLASTIC CAP Q 0 W 1 6 N� N S2 9 Og a p DEED BOOK 0015, ESMT. - EASEMENT MARKED 18 3608" SET F La U) P 1 .0.8 NTS - NOT TO SCALE - 4'x4' CONCRETE MONUMENT FOUND N 0D �0 o > PAGES 0305 TYP - TYPICAL E3 - 4 W CONCRETE MONUMENT MARKED W U p (D DPLATEFT) %B 3608' SET w ,,, ' l�P 20.19' �Mj - NAIL do DISK FOUND MEASURED p =NAIL & DISK MARKED 1B 3608' SET _ o ? TRACT G / LIMITS OF PRIVATE (c3 = CALCULATED Js -IRON Roo PREVIOUSLY SET SEBASTIAN CROSSINGS n, o•� S 00'12'i0" W AND PUBLIC ROAD R/W PCP - PERMANENT CONTROL POINT PAGES 33-37/ f� ' ~ I 0 =CONCRETE MONUMENT PREVIOUSLY SET Q � PLAT BOOK 19, PRM - PERMANENT REFERENCE MONUMENT A - AWL do DISK PREVIOUSLY SET w �� • + Qd / �• , NOTE: to D - DELTA =POWER POLE ') N R .RADIUS - -- = GUY WIRE 55 MISCELLANEOUS INTERIOR CO t OF EpsEMENT A - ARC E- = GUY ANCHOR 6 0 coNc. - co CONCRETE w R =WATER METER REUSE METER i14T FENCES AND DITCHES Co ' (0 t) CR1BEp N 2418 W II�oolc PAGES GATE O.H.W.c sw - CONCRETE BLOCK & STUCCO - FIRE- HYDRANT WITH VALVE ASSEMBLY �OF PN� 6,\ Pc� ' N 0 T S H 0 WN 0 R LOCATED . a R 1203, -H->f- - EEJvocE ►� - WATER VALVE / Joe Poi �o• ' , ALL FENCES LOCATED ARE GATE ® =COVERED AREA = UNDERGROUND TELEPHONE CABLE PEDESTAL E 4' BARB WIRE I FENCE ONLINE t' = SANITARY SEWER MANHOLE ® / ESER �N ; GATE ® ® - UNDERGROUND T.V. CABLE PEDESTAL \� QEZ ` ® SEWER CLEAN -OUT 0 - UNDERGROUND ELECTRIC SERVICE / �P ONE O GATE o -1 �0OoD THIS AREA OF THE PROPERTY IS LOCATED ., w 0*00 IN FEDERAL FLOOD ZONE X, AREAS N / DETERMINED TD BE OUTSIDE THE _ — 500-YEAR FLOOD PLAIN INGRESS/EGRESS EASEMENT gPr\�/ - THE WEST 60' OF THE EAST 766.40' O I.D. 12,E DIRT ROAD— DR'{DEN X -o -WAY _•5/6. ROD --- NO 08 (fi ` _ — —(n I _ 1p0• pUBI►C RICH �_ (FOUND) - d' NO I.D. 000 SUBJECT PROPERTY cfl M 10.14t ACRES — P.R.M. LB 3608 --- UT1UN EpSE'" NT Q w l D Lt l _ E dF I I l P.R.M. 1192 T t5 ACCESS - -WAY UN AD I NE of O RIGHT -OF AL Rp11RO I _OF -WAY U RPM ROAD — II z LANDS DESCRIBED IN N O Q 1- NORTM CENT I AL Ng FL I SouV RIGHT CENTR RA 50.67 �, O.R.BOOK 0868, PAGES 0952 a LOT 1 N -IRA I ANg FLORIDA , „ o TR N 80 52 01 E = t < ROMAR SUBDIVISION _ a • J r — � O PLAT BOOK 10, PAGE 31 u- INDIAN O J• — COUNTY ROAD 512 LANDS DESCRIBED IN cV O 1 f 0 o LANDS DESCRIBED Q RIGHT-OF-WAY VARIES O.R.BOOK 1910. C1 r i o LOT 4 LOT 3 til IN O.R.BOOK 1550, RIVER Z _ PER F.D.O.T. MAINTENANCE MAP 88040-2507 PAGE 0018 O a o 0 PAGES 1447-1451 J _ COUNTY N INGRESS/EGRESS EASEMENT AS RECORDED IN PLAT BOOK 10, PAGE 36 00 r N 4'X� MONUMENT Q z STORMWATER_ a WEST 4.5' N DOT P.C. STATION TRACT EAST 1256 29.00' _ (FOUND) w Q 276+07.31 (DOT) THE WEST 60 OF THE 1� NO I.D. r-- --� Li 276+07.33 (M) 1.2' (0.98t AC) Z SIGN SCHOOL ENTRANCE S 00'31'13" W , ' 27.62 NORTH i / z GATE 0.06' WEST 1 120AD y i� i Y -�507 5" R A, t 483.1 t t' 361.38 „•; ►a �,-�pUN GHT"pF.aNAP 8ap40 36 RI GE N 89'39 26 W 745.96 --- 1 -WA �` ( — . — 10. _ _K �, _ . ... RI GH B� ° _ 13ASEUNE.DF SURVEY FOR... T. _ _ _, - O T .D• LA 89 1 9 T 6 ,5. ua F P �- �; 26_ _ ,� _� 1.4 _.., . , . .` 3o CORK G TED ... _ y _'�` r.. 1 0P.I.STATIONAS D < .. ... ....: __ : .... _ a _ _ .,.._ NTY•:ROAD _ ,, ... _. ,�_ _ - ,u DOT P PIPE T f _ _ , . , .. �- . ,: � . _ . . _ _ 275+64.83 CR 51 31:00 DO P.I. STATION _ u > iD CR 510 = ,_. x _ .4 _.a cn 258+80.7 M 512 .. ... ..-: ., . '- , w _ _ m _ .. 2 ._ _.__ _ ._ u C�JUNTY _, _ . u - ,,. _ x .. rv, _ _ . _ � _ .. . _ .. r� _ IGHT-,O .. WAY.- .. R S .. .. ,. __�. � ,� .,; ,. � ,_toi- NTY AD 1Z.., _ _ _ .,_ _ ,.. ., <. _�.E M A :, 80 25 5.r,_ x ..._ _. RIGHT_ ..: <_.F> _. __. � ._ E .D O lz M NTEN N 4Q i � .,_ __. � . . x . � , - , - • a- � - .:..: I R.F I _. _ ... .__ H. W IES 4 ay. ... ...... .... ., ... _ .. u.:.:.w. . s..nS u. .>_.:. ....... , i- lV PER F.D.O.T. MAINTENANCE MAP 88040-2515 AS RECORDED IN PLAT BOOK 10, PAGE 37 I; AS RECORDED IN PLAT BOOK 10, PAGE 37 O 3 { Q mIo $dim W . ritm~ NOTE: a U . Erma e Z Cn �d<z TO THE SURVEYORS KNOWLEDGE THIS AREA MAY BE UNDER W < . o�- MAPS AS �I�I$'` s CONTENTION DUE TO CONFLICTING RIGHT—OF—WAY W o EON AND WAS NEVER FORMERLY ACQUIRED BY THE N a W SHOWN HER W - FLORIDA DEPARTMENT OF TRANSPORTATION FOR ROAD DIN _ LAND DESCRIBE O.R. BOOK 1321, PAGE: 0773 RIGHT—OF-WAY. THE CLIENT IS ADVISED TO PERFORM PROPER to I W ON REGARDING THIS MATTER, HATCHEDi TITLE VERIFICATION ( N y oW o I 0 trill a I qk,Aa w 3716 NORTH WICKHAM ROAD, SUITE 3 MELBOURNE, FLORIDA 32935-2338 PHONE(321)-751-4444 FAX (321)-751-4445 LICENSED BUSINESS "3608" COPYRIGHT © 2006 WILLIAM MOTT LAND SURVEYING INC., ALL RIGHTS RESERVED mmmmommoso SEE SHEET 1 FOR SURVEYOR'S CERTIFICATION. NOT VALID WITHOUT SHEET 1' REVISIONS: A. DATE- B. DRAWING NAME: 03-442-PLAT-BND.DWG C DRAWN BY: TYLYN BLANCHARD COMPUTED BY: DANIEL D. GARNER D CHECKED BY: JONATHAN M. MOTT E. SECTION 22 TOWNSHIP 31 SOUTH, RANGE 38 EAS F. G. DRAWING NUMBER: D06 O 1 L8) SHEET: 2 OF 2 NOTE: SEBASTIAN NOTICE: NO CONSTRUCTION, TREES OR SHRUBS WILL BE PLACED CROSSINGS COMMERCIAL WITHOUT PLAT BOOK _ /`-. /�• _ PRIOR TO THE. -RELEASE OF THE PERFORMANCE BOND, IN EASEMENTS CITY APPROVAL. ALL LOT CORNER MONUMENTATION WILL BE SET AS " TOWNSHIP 1 SOUTH, RANGE 38 EAST - SECTION 22, TO H 3 S !73 NOTICE: ROUTINE MAINTENANCE (e.g. mowing, etc.) OF P�1O E ------ 1 /2 IRON RODS WITH CAPS MARKED LB 3608 . , , - ; EASEMENTS SHALL BE THE RESPONSIBILITY OF THE SEBASTIAN CITY OF SEBASTIAN, COUNTY OF INDIAN RIVER, FLORIDA I CROSSINGS COMMERCIAL OWNERS ASSOCIATION, INC. AND NOT SOCKET NUMBER I THE CITY OF SEBASTIAN. . � �:vk,�w4t.:s:;•�!'%k°tikl,�'St%S'.:d'a as �j,s rP , . .::':. .. - d i� T SHEET _ OF -- — LEGAL DESCRIPTION::... A portion of lands described In O.R. Book 1624 Page 1870� p ' , NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL SECTION ! 22 TWP. _11—S., RANGE CERTIFICATE OF TITLE .INFORMATION FOR THE FILING OF A SUBDIVISION PLAT .g and lands described in O.R. Book 1910, Page 18, Inclusive „: DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO r" CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR � DEDICATION IN THE CITY OF SEBASTIAN OR UNINCORPORATED INDIAN RIVER COUNTY of the Public Records of Indian River, Florida, being more DIGITAL FORM OF THE PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC KNOW ALL MEN BY THESE PRESENTS THAT ARE NOT CRF-PANTHER 11, LLC, A FLORIDASE LIMITED LIABILITY THIS IS TO CERTIFY THAT A SEARCH OF THE PUBLIC RECORDS OF INDIAN RIVER particularly described as follows: RECORDS OF THIS COUNTY.COMPANY, J BEING THE OWNER IN FEE SIMPLE OF THE LANDS DESCRIBED AND PLATTED HEREIN, AS COUNTY, FLORIDA, ON THE LAND DESCRIBED BELOW REVEALS THE FOLLOWING SEBASTIAN CROSSINGS COMMERCIAL INFORMATION: Commence at the Southeast corner of Tract D, Sebastian P' BY. BEING IN THE CITY OF SEBASTIAN, HAVE CAUSED SAID LANDS TO BE SURVEYED AND PLATTED AS SHOWN DOES HEREBY DEDICATE AS FOLLOWS: OWN ER: Crossings, according to the Platthereof, as recorded in Plat.VJJMMWILLIAM MOrrr LAND SURVEYING INC. HEREON AND RECORD TITLE (1) THE DRAINAGE FACILITIES AND PRIVATE DRAINAGE CRF-Panther II, LLC, a Florida limited liability company and Sebastian River Crossings, LLC, BOOk 19 Pa es 33-37 of the said Public Records of Indian g 3716 NORTH WICKHAM ROAD, SUITE 3 EASEMENTS WITHIN THE SUBDIVISION ARE NOT TO AND ARE NOT THE RESPONSIBILITY OF a Florida limited liability company ° ,� River County, Florida, thence South 00 1210 West along j' MELBOURNE, FLORIDA 32935-2338 PHONE (321 } 751-4444 FAX (321) 751 -4445 DEDICATED THE CITY OF SEBASTIAN. (2) THE PUBLIC UTILITY EASEMENTS AS SHOWN HEREON ARE DEDICATED IN " MORTGAGE HOLDERS. the West Right-of-Wayline of Sebastian Crossings: PROJECT NUMBER: 203-0442 I DRAWING NAME: SEBASTIAN CROSSINGS COMMERCIAL.DWG PERPETUITY TO THE CITY OF SEBASTIAN AND INDIAN RIVER COUNTY FOR THE CONSTRUCTION, INSTALLATION, 1. Mort a er to Riverside National Bank, mortgagee, recorded under O. R. Book 1624wide! g gBoulevard (Tract A, a 50 foot private Road Right -of- DRAWN BY: TYLYN BLANCHARD „ PREPARED ON: 12/28/06 OWNERSHIP, MAINTENANCE AND OPERATION OF Page 1873, as affected by Partial Release of Mortgage recorded in O. R. Book Way, as Shown on the Plat of Said Sebastian Crossings), a !' 1828541 RECORDEDIN SANITARY SEWER FACILITIES. (3) TRACT A AND THE PRIVATE DRAINAGE EASEMENTS AS SHOWN HEREON ARE 1745, Page 1500, and Modification of Mortgage recorded in O. R. Book 2031, Page ' PUBLIC RECORDS INDIAN DEDICATED' IN PERPETUITY TO THE SEBASTIAN 1242 Public Records of Indian River County, ' y distance Of 20.19 Feet t0 the POINT -OF -BEGINNING; I: BK: 22 P 3RIVER CNTY �L FORSCONSTRUSINGS OCM ON AIND MAINTENANCE AL OWNERS OOIFTI� oRMWATER thence continue South 00° 1210 West along said line, a 03116/2007 at 01:02 PM, DRAINAGE FACILITIES. (4) THE CITY OF SEBASTIAN IS EXJSTING IENS AND ENCUMBRANCES.PERFORM - distance of 282.67 Feet to the Southwest corner of said JEFFRE• 1 OF COURTS BARTON,CLERK , GRANTED THE RIGHT, BUT NOT THE OBLIGATION, TO EMERGENCY MAINTENANCE ON TRACT A OR THE PRIVATE DRAINAGE EASEMENTS (5) THE FIFTY 1. Taxes and assessments for Parcel Number 31-38-22-00000-1000-0002/0 has been paid through 2006. Tract As thence continue South 00012110" West along the ; 2. Taxes and assessments for Parcel Number 31-38-22-00000-1000-00002/4 have i West Right -of -Way line of SebastianCrossingsBoulevard, been paid through 2004. a 50 foot wide Public Road W Ri ht-of-a as shown on the Taxes and assessment for Parcel Number 31-38-22-00000-1000-00002/3 have been g y 3. Ta � { paid through 2005. Plat of said Sebastian Crossings), a distance of 164.59 Feet ht nd the t s and conditions contained t th t' 44 f th W t 0 ht f Wa line of said FOOT PUBLIC RIGHT-OF-WAY TO THE CITY OF SEBASTIAN FOR OWNERSHIP, RESPONSIBILITY AND MAINTENANCE OF THE ROADWAY FACILITIES THAT MAY BE BUILT THEREIN. (6) THE CROSS ACCESS EASEMENT TO THE LOT OWNERS WITHIN THE PLAT FOR CONSTRUCTION AND MAINTENANCE OF AN ACCESS ROAD. 4. Subject to Drainage Easement Agreeme a erm O e In eraec Ion O e es ig -O - y IN WITNESS WHEREOF, CRF - PANTHER li, LLC, A j FLORIDA LIMITED LIABILITY COMPANY HAS CAUSED therein, recorded in O. R. Book 1864,, Page 383, Public Records Of Indian ,River THESE PRESENTS TO BE SIGNE44 AND ATTESTED BY ITS $ebaStlarl Crossin s Boulevard and the South Right-of- + County, Florida. g g MANAGING MEMBERS THIS _J?3cDAY OF and Maintenance Agreement, and the terms and conditions Way line Of Dryden Avenue (a 100 foot wide Public Road _ 2007. 5. Subject to Easement g _ CRF - PANTHER 11, LLC, A FLORIDA LIMITED LIABLITY contained therein, recorded in. O. R. 'Book 1933, Page 387, and O. R. Book 2047, Right -of -Way as shown on the Plat of said Sebastian Page 555, Public Records of Indian River County, Florida. COMPANY - ° " BY: ANCHOR INVESTMENT CORPORATION OF-. FLA., A g Crossings), thence North 8Q 52 01 East along Said South JOIN FLORIDA CORPORATION, ITS MANAGER 6. Subject to that certain Agreement and Easement for Signage recorded in O. R. Book Right -of -Way line a distance of 50.67 Feet to the Northwest KNOW ALL MEN BY THESE PRESENTS, THAT SEBASTIAN 2105, Page 1619, Public Records of Indian River County, Florida. � y RIVER CROSSINGS, LLC, A FLORIDA LIMITED LIABILITY 500 SOUTH FLORIDA AVENUE, SUITE 700 COMPANY FORMED 4 THE STATE OF FLORIDA BEING A LAKELAND, FL 33801 7. Declaration of Covenant and Restriction on Lana corded in O. R. Book 1827, Page corner of Romar Subdivision, according to the plat thereof, j PARTIAL OWNER IN FEE SIMPLE OF THE LANDS DESCRIBED AND PLATTED HEREIN, AS 1834, Public Records of Indian River County, Florida. as recorded in Plat Book 10 Page 31 of the said Public SEBAS IAN CROSSINGS COMMERCIAL BY: -__ 8. Note: Warranty Deed and Reservation of Easement recorded in O. R. Book 2030, { wlLL1AM D. OROST, ITS VICE PRESIDENT Page 2361, Public Records of Indian River County, Florida, is included for Records of Indian River County; thence South 00°12'10" BEING IN THE CITY OF SEBASTIAN, HAVE CAUSED :SAID g LANDS TO BE SURVEYED AND PLATTED AS SHOWN IN THE-P NCE OF: informational purposes only. West along the West line of said Romar Subdivision, a i HEREON AND DOES HEREBY DEDICATE AS FOLLOWS: __ ___• ______ ________!___ SEBASTIAN CROSSINGS BOULEVARD AS SHOWN HEREON of 193.00 Feet to the North Right -of -Way line of AS PUBLIC RIGHT-OF-WAY AND SUBJECT TO ALL ------------- ---^-------�- h is u to and including December 13 2006 at 11:00 p.m. distance g y � EASEMENTS OF RECORD. - This search p ng , - g County Road 512 (as shown on F.D.O.T. Maintenance Map I STATE OF FLORIDA T N IN WITNESS WHEREOF, SEBASTIAN RIVER CROSSINGS, COUNTY OF POLK A 10 ,• LLC, A FLORIDA LIMITED LIABILITY COMPANY HAS { THISCERTIFICATE IS MADE FORTHE PURPOSEOF FURNISHING THE INFORM 88040 2507 and in Plat Book 10, Page 36 of the said Public CAUSED THESE PRESENTS TO BE SIGNED AND THIS IS TO ERTIFY, THAT ON VE REFERENCED SUBDIVISION PLAT IN REQUIRED FOR THE FILING OF THE ABO Records of Indian River, County); thence North 89°39'26" ATTESTED BY ITS MANAGING MEMBERS THIS DAY OF --- 2007, BEFORE ME, AN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 177.041 OF THE FLORIDA � _ _ -- ____ DAY OF FJF6 � 2007. OFFICER DULY AUTHORIZED TO TAKE • - - distance of 361.41 ! ACKNOWLEDGMENTS IN THE STATE AND COUNTY West along said Right -of -Way Wa line, a dista C I BY _ AFORESAID, PERSONALLY APPEARED WILLIAM D. DROST STATUTES AND THE REQUIREMENTS OF THE CITY OF SEBASTIAN OR g g Y UNINCORPORATED INDIAN RIVER COUNTY LAND DEVELOPMENT CODE. IT HAS Feet; thence North 89042'12" West, a distance of 483.15 ; Stanley Mork onaging Member RESPECTIVELY AS MEMBER OF CRF S PANTHER n, LLC, FORMED UNDER THE LAWS OF THE STATE OF FLORIDA, BEEN PREPARED EXPRESSLY FOR THE APPROPRIATE GOVERNING BODY AS Feet; thence North 00°12'10" East a distance of 393.90 SI IN THE P CE OF: TO ME KNOWN TO BE THE INDIVIDUALS AND OFFICERS DEFINED IN CHAPTER 177.071 (FS) AND IT IS NOT TO BE RELIED UPON BY ANY ' ' ' _�_ ______ DESCRIBED IN AND WHO EXECUTED THE FOREGOING Feet; thence North 65°57'41" East a distance of 444.72 { DEDICATION AND SEVERALTY ACKNOWLEDGED THE OTHER GROUP OR PERSON FOR ANY OTHER PURPOSE. I ° ' „ � t ___ ____....___________________ EXECUTION THEREOF TO BE THEIR FREE ACT AND DEEC Feet; thence North 82 19 08 East, a distance of 392.77 Fee I AS SUCH MEMBERS THERETO DULY AUTHORIZED; AND SEBASTIAN RIVER CROSSINGS, LLC THAT THE SAID DEDICATION IS THE ACT AND DEED OF CLA MPB L AWHI Y, P.A. t0 the POINT -OF -BEGINNING. 3696 N. FEDERAL HIGHWAY, SUITE 203 SAID COMPANY. FT. LAUDERDALE, FL 33308 IN WITNESS WHEREOF, I HAVE HERETO SET . MY Containing 10.14 Acres of land more or less. ? STATE OF FLORIDA H;7A D D SEAL ON THE ABOVE DATE. BY. COUNTY OF INDIAN RIVER IAM.CaLCU1T Ti thy F. Campbell essGEi" [L.A1 G tIf leL:� COMMISSION f 00247�W EXPIRES: Ocrobw 25, 2t107 THIS TO CERTIFY, THAT ON _ += _ {,�•• --- COMMISSION EXPIRES: _ FF FLORIDA I DAY OF _�i 2007, BEFORE ME, AN MY COMM OF INDIAN RIVER OFFICER DULY AUTHORIZED TO TAKE G FICATE OF SURI�YOR ACKNOWLEDGMENTS IN THE STATE AND COUNTY CITY SUR'Y�YOR S CERTIFICATE AFORESAID, PERSONALLY APPEARED STANLEY KNOW ALL MEN BY THESE PRESENTS, THAT THE I, CLERK OF CIRCUIT COURT OF INDIAN RIVER MARKOFSKY RESPECTIVELY AS MEMBER OF SEBASTIAN UNDERSIGNED, BEING A LICENSED AND REGISTERED 81( THE CrrY COUNCIL OF S� COUNTY, FLORIDA DO HEREBY CERTIFY THAT I RIVER CROSSINGS, LLC, FORMED UNDER THE LAWS OF LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON MAY THE STATE OF FLORIDA, TO ME KNOWN TO BE THE 09, 2006, 1 COMPLETED THE SURVEY OF THE LANDS THIS PLAT OF SEBASTIAN CROSSINGS COMMERCIAL HAS BEEN HAVE EXAMINED THIS PLAT OF SEBASTIAN INDIVIDUALS AND OFFICERS DESCRIBED IN AND WHO AS SHOWN IN THE FOREGOING PLAT; THAT SAID PLAT THIS IS TO CERTIFY THAT ONDAY OF 2007, THE CITY REVIEWED I BY THE UNDERSIGNED PROFESSIONAL SURVEYOR AND CROSSINGS COMMERCIAL SUBDIVISION AND THAT EXECUTED THE FOREGOING DEDICATION AND SEVERALTY IS A CORRECT REPRESENTATION OF THE LANDS COUNCIL, CITY OF SEBASTIAN, INDIAN RIVER C NTY, FLORIDA, APPROVED MAPPER EMPLOYED BY THE CITY OF SEBASTIAN, WHO HEREBY IT COMPLIES WITH ALL THE REQUIREMENTS OF ACKNOWLEDGED THE EXECUTION THEREOF TO BE THEIR. THEREIN DESCRIBED AND PLATTED OR SUBDIVIDED; THE FOREGOING PLAT ND ACCEPTED THE DEDICATION THEREIN. CERTIFIES, THAT THIS CONFORMS TO THE REQUIREMENTS OF FREE ACT AND DEED AS SUCH MEMBERS THERETO THAT PERMANENT REFERENCE MONUMENTS HAVE BEEN ,�q CHAPTER 177 OF THE LAWS OF FLORIDA. THIS DULY AUTHORIZED; AND THAT THE SAID DEDICATION IS PLACED AND EACH P.C.P. WILL BE SET AS SHOWN CHAPTER 177, F 'STATUTES. PLAT FILED FOR RECORD THIS __.l�TM ____ THE ACT AND DEED OF SAID COMPANY. THEREON AS REQUIRED BY CHAPTER 177, FLORIDA STATUTES '' `�' • '' L'. AND SUEIVISIO AND PLATTING, CHAPTER 913; AND THAT DAY OFE►_gC�}�___, 2007, AND RECORDED �., �.,,� IN WITNESS WHEREOF, I HAVE HERETO SET, MY SAID LAND j ITY OF SEBASTIAN, °' ON PAGES �3_�4c OF PLAT BOOK _A.2_ IN THE . 4 HAND AND SEAL ON THE ABOVE DATE. AN RI m . DATED FEBRUARY 19, -------{ �� ; � -- ,�I ENGINEER:--------------- �i'� ». �, � _. � INDI MAYOR:_ .." c OFFICE OF THE CLERK OF CIRCUIT COURT OF 2007. ' BRIAN S. BURK�.' [AVID FISHER 0 „3,. tool ------------------ SEAL '''.; �'----------------- INDIAN RIVER COUNTY FLORIDA --- --- „'' ROD REED `�t� -r r ACRE X • '>+cto�s ca.c of -Mt CsG�►rt cowaT NOTARY PUBLIC REGI ' '''� MY COMMISSION EXPIRES: _4-341Q d:" BAR .S.M. ' FLORIDA PRO t R1/EYOR AND MAPPER NO. 3916 r ,., • .. ' + WILL PflNG INC. CITY CLERK:_ --- .'',,,ATTORNEY. ----------- BY: U" »"WPPam ........., 3716 D SUITE 3 .. SALLY 10, MMI .!' Y ICHARD STRINGER DEPUTY CLERK OF CIRCUIT Cj�` I I, a�+� MELB 935-2338 1 ' �7 �r' .�. wMu (ATTEST TO MAYORS SIGNATUR�� °�•rr. (APPROVED AS TO FORM) COUNTY, FLORIDA CERTIFICAT ATION LB 3608 { i. a a— : ` I - i. 1 , , i is 1 i N M yk i iT I JAM MOTT LAND SURVEYING INC. } 1 3716 NORTH WICKHAM ROAD, SUITE 3 MELBOURNE FLORIDA 32935-2338 TRACT G TRACT D I PHONE (321) 751-4444 FAX (321) 751-4445 I SEBASTIAN CROSSINGSpeouce W PROJECT NUMBER: 203-0442 OK 19 PAGES 33-37 / WETLAND PRESERVATION PLAT BOOK - ' DRAWING NAME: SEBASTIAN CROSSINGS COMMERCIAL.DWG S ' SEBASTIAN CROSSINGS SOUTHEAST CORNER OF i �.. / PLAT BOOK 19, PAGES 33-37 TRACT D, W o DRAWN BY: TYLYN BLANCHARD SEE O.R.B. 1807, PAGE 0963, i w N PREPARED ON: 12/28/06 FOR OFF SITE i SEBASTIAN CROSSINGS. I Z N i GRAPHIC SCALE CONSERVATION EASEMENT �� PLAT BOOK 19, PAGES 33-J7 b - } z YO i 25 w too xoo 3 g41 - M �Wo so 0 g I SStN►G5 un a t-- 0° RO m a, w. I ti $ SEg ASTI A LO Z a IX m ( IN FM ; OFACi GES 33 7' o � J PG�Op 'S'� J NE P A 2.7 I • �;t� � f U �9• 39 w I � inc 'S SOUTH tZ g00K o P.o.�. PL ,.OZ,Q PGA p.• 30 N 8279 '19 08 E 20.19' Ln 4 00 Ot Qti"p0'� Z N 82 S 00'12'10" W �I SEE SHEET TWO FOR LEGEN r , Q ,Q CONSERVATION EASEMENT I ..0.1 0• ui o. 1 0 O.R. BOOK2128 PAGE 1296 ¢ W �• N ! 09'38" W SHADED � o } G O9 • 23.21' ( ) 392.77' , Aik_ iN SEBASTIAN CROSSINGS E Pp pP .�� o 1• N 2 m c� W z 19 08 09.36 0. �E 1 �\ 0. _ +n i. PLAT; BOQK 19, PAGES 33-37 N 82 48.47 2 . pF EP c, k / I m w n o 9� 134.-9 3 • p Fp > •gyp �55� ��� ,� . Aso z v m o 5'� J P, G� 1 •'ti h - N ��P �3 ,� i 1� 0 WIDE PRIVATE ^ - o - o c� CONSERVATION EASEMENT GO t, :. �p.`� G��' �� l AINAGE EASEMENT zN- a o �-- w Q O.R. BOOK 2128 PAGE 1296 SE PP „ 4.83 I O U-boo- ! S • 'y 1 O o t- _ LNG Ll ti 1 �S I z m a m SS �2 (SHADED) N Q -i w o 'n ! �0 _ p�4 • a N ,�, 4 g 65 �-• --- a o z G �'I E N �Q ��Jo ;S c�_\PS�� '1 m o m S Q a . � � LOT 1 � , !n{ Z o � �. � a omo pF 9• o- 5.289 ACX CO CO �11 CONSERVATION EASEMENT LIMITS OF TRACT A �- `-� p0 LOT 1 BOOK2128, PAGE 1296 v o SEBASTIAN CROSSINGS, I O.R. �Uw 0��P� 6 S.289 'AC i - I +PRIVATE ROAD R/W AND w �'; �' ) (SHADED) N N , o L6 o r• �! I � LIMITS OF EASEMENT PER to v , n i 2047 PAGES 555-572 J • 1k1 h o , O.R. BOOK w z N _ . w : TRACT A ►- 1 '.: o N RIVATE 3c P 2 L3 CONSERVATION EASEMENT STORMWATER _ o O.R. BOOK 2128 PAGE 1296 o c3 . ►- ! 1.676 AC � o _ ; - - - +i SHADED rn ( ) in z ao (SHADED) o VI w , M o y ] 10.00 0 8 I vE VEN « o N A S 89 47 50 E to DRYDE Q' • z ¢ PUBLIC 0 ', I �. 100 -WAY cv rn OF T M 1 , R1GN - . 1 + S 89Ln 39 26 E 280.76 r TRACT A �� N 894212 W f - _ ___ __ _ _--_--- PRIVATE ' PRIVATE �� 10.E M I __- --S 89'39'26" N .96' 147.60 DR I AGE EASEMENT r 'C 1.56 M . . i t . �- I I �o � "'? 271.76 � ail � � STORMWATER (S DED) 06 50.67 PI/POL t► O' +ems I M w N N 1 t- (1.676 AC) M iv N aO*52 O E "J r.: I N N SOT 3 1.0 x- r� cn O LOT LINE I 0.756 AC) *i a w LOT 2 ( • I -- 25.3, ' Z : c� �• TO EASEMENT r .( , w o i ut 10 WIDE oo I , F- a W Pueuc UnuTY--1 100.0 �a ( 0.804 AC) I Q _ ;.�. " , •o W I I LOT '4 S 89 4212 E DETAIL -j o 1 .0 EASEMENT w - cn >- o 1 i; w b� o , E ti 1.396 AC �m OR a o L. .�- - I - ao 3 LINE TABLE LINE LENGTH BEARING L1 56.15' S 57'38'51" W L2 49.07' S 65'54'57" W L3 12.76' S 23036'49" W L4 26.47' N 63'42'21" W L5 29.76' S 28'48'56" W L6 18.42' N 81'01'20" W L7 1 37.94' S 63'21'32" W L8 14.00' S 20*17'02" W L9 27.97' N 68654'40" W L10 28.13' S 65'28'56" W L11 L12 L13 8.39' 4.25' S�.27605,011, S � . •4 10-35'45" W E L14 42.15' N 65'15'12" W L15 26.02' S 22.01'28" W 0 N r o 0 to O I d . 3 ao _ W _ SER VA TI ON EMt �- � :NJ o N N 90'I I 49.21 o, o z CROSS `ACCESS o N N I .:l o o I w r� DETAIL NOT N o 10.0 WIDE o I ;~1 •4 •_ E H c� a a, �• ; i TO SCALE °° EASEMENT PUBLIC UTILITY N 00'i 7 8 I ; i= 3 w i I „ . N of N , to � ' I C' H '" ^ j ( (HATCHED) MENT, o co 98,24 Z F- . _ - _ to o !:. ( EASE I a o w o z Y ROMAR SU801VISION • „ 110 o I cn o - S 89 47 50 E I o 694.48 ,r - w �`' r N 89 4212 W -- - _-_ _ s _+ P M I: -7 --- - -----------•----___... . -_-tam _ _...__ _ �t r. N N V N ocn PLAT BOOK 10, AGE 31 _ _ - o_ I ....,...,. �.... ...... �.. W . W l W N 89 4212 W o 3 .83CL -low 1 Z 25.00 �- :- w r c� m o s I N 8 39 26 W N o 0 0 _,.,___.._...,... __._ _-___- LOT 3 oQ l0 4 m •4 12 . W - �' • ,� I m cn co a- '; NOTICE: THIS PLAT' AS R f N 89 2 386,85 m m ; ECORDED IN ITS S 00*1210 w o DEPI GRAPHIC FORM IS CTION OF THE SUBDIVI THE OFFICIAL N 89'42'12" W _ 375_98' w l 75.0' ',,, N 89`42'12" W 318.58 't �n DED LA --------,-- ------ z - ,.�,..,L_--_ `-`j�_---,--______�----__ ,---__-..�-._ CI LANDS DESCRIBED HEREIN 147.60 156.96 178.59 9.65 71.76 � ? 25 ACCESS EASEMENT AND WILL IN NO L CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY 5.0 25.0 DIGITAL FORM RITY BY ANY OTHER GRAPHIC « OF H HE PLAT. THERE MAY BE ADDITIONAL IC OR © N 89 39 26 W 3�i1,41 PI POL ARE NOT RESTRICTIONS N 89 4212 W 48 5 ' , c� I / RECORDED ON T TRICTIONS THAT �,� o l! RECORDS HIS PLAT THAT MAY BE F s 00'17'48" w s o0'19'11" 25 siGNAGE/LANpAPE cMv �"" RDS OF THIS COUNTY. FOUND IN THE PUBLIC 60.00'I w EASEMENT PER O-R, BOOK o 120AID 512 60.0 11 COUNTY Z105 PAGES 161 A-16S0 I fl (SHADED) ,I I WIDTH VARIES ROAD RIGHT-OF-WAY�I 0 20 34 W bU. UCl I � , il l � I AL - NOTE PRIOR I T I O THE _REL EASE.. OF THE I P I ALL PERFORMANCE L L OR OT M AN _ CO C R E CORNER Mnrvl t��c��,-„ ,-..... _ _BOND- I i _I Description of Survey Site ' DESCRIPTION AS RECORDED IN OFFICIAL RECORDS BOOK 1186, I PAGE 178, INDIAN RIVER COUNTY, FLA. PUBLIC RECORDS IJ . That art of the East 706.40 feet of the North one half of the Southeast r Legend ' P g quarter of Section 22, Township 31 South, Range 38 East, North of State Road 512 lying South of the Trans -Florida -Central Railroad, M = MEASURED Indian River County, Florida, known as Lots 1,2,3, & 4 of the the r P =PLAT (PARCEL 1) Romar Subdivision according to plat thereof filed in Plat Book 10, ? C =CALCULATED Page 31, Records of Indian River County, containing 4.091 acres more j IDI =DEED DESCRIPTION or less, LESS AND EXCEPT all of Lot 1 and the East 50'. of Lot 2. IR/c =SET 5 8 DIAMETER IRON ROD is SET " TOGETHER WITH / " & CAP STAMPED WBZ-LB 6840 DESCRIPTION PROVIDED BY CLIENT R/W. = RIGHT OF WAY I F.F.E. = FINISH FLOOR ELEVATION The Northerly 50 feet of Tract "A", Lot 1, and Lot 2, Romar Subdivision ! IR/c =IRON ROD W/CAP as recorded in Plat Book 10, Page 31, of the Public Records of Indian i IP =IRON PIPE River County, Florida, described as follows: d IR =IRON ROD I (PARCEL 2) Commencing at the Southeast corner of said Lot 1, run North 00'10'00" West,261.28 feet along the Westerly limit of Waterview Avenue to the IP/c = IRON PIPE W/CAP thence from a point of beginning so fixed South c.M. POINT OF BEGINNING; P 9� 9 = CONCRETE MONUMENT 80'30'58" West, 253.34 feet along a line parallel to the Southerly Right - of -Way of abandoned Trans Florida Central Railroad; thence North 00'1000 WOODEN POWER POLE West, 50.00 feet; thence North 80 30 58��East, 253.34 feet along the ! , SoutherlyRight-of-way line of the abandoned Trans Florida Central Railroad; NGVD 29=NATIONAL GEODETIC VERTICAL thence South 00' 10'00" East, 50.00 feet to the POINT OF BEGINNING, DATUM OF 1929 Xtib� = EXISTING SPOT ELEVATION Y1 RCP = REINFORCED CONCRETE PIPE GAS CMP = CORRUGATED METAL PIPE LABINS=LAND & BOUNDARY INFORMATION SYSTEM p I i CME CONCRETE MITERED END 0 I 2 I TSaa,SI Notes RAILROAD Y 1 � j ► b c�NTRAL 1. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. c OR1DA W) �" fND.S/b4RC �e NS r �100 R� �� OF REFERENCE i1` ILLEGIBLE INE 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF WAY TR/Q OR EASEMENTS OF RECORD. ,� I; MON�BEARIN�S {GRID) �o'iM) 202.0 (P) C) U I 0g (SPINE b •1P/NE FOR 202• N w p 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL 00 7PINFy • SOAK • •10P1NE " co O OF A FLORIDA LICENSED SURVEYOR AND MAPPER. '� DIRT ROAD ^� s w TALM S:'"� 6, NaoI og E I o o . I P A L 1J tJPINE FJ 08 a IR �^ •r4PINE sprNE715.6 • fN0.5 1 O to `n PARCEL 2 4. UNDERGROUND UTILITIES AND IMPROVEMENTS NOT LOCATED: �� .6'PINE •SPIN£ 12P1N£ I I o Parcel Z z 1BB W BRIG • 12PINE 6.59' O 4PINE 3 h 0 • I " n t i0' SPINE 7PINE + I >rg .34 �0� 5. SURVEY SITE LIES IN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP �h .,OPINE •6P/NE• •5PINE: PI"E. •11P1N£ tt'PtNE - I I 'Z�J3 -/2, C - TV '1? 69PINE •8P/NE _I- I� I I 2a2' /'J ... .. No. 12061 CO078 E DATED MAY 4 1989. a ' +7PINE 1B J870'/C 0 ro " •5PINE 4PINE• •BP/NE•6'P/N •7PINE I It ' ' E �,•i '58 EO I tgaQ 5 E .. 7 7bAx 'taAK 09 o Tsounl 6. UNLESS OTHERWISE NOTED, FOUND SURVEY CONTROL CONTAINS NO IDENTIFICATION. 46bA1�'72uK so•3o P FOP/NE 157.47 '"E •3p 0w N J07WE • •12P/NE I ! n SPIN •SPINE •77,8VE I S • •4PINE IRSITC AROUND SURVEY 1? 8PINE +5PINE •7PMENQQ 51�Q9 EgPINE£ •7PINE I 7. JURISDICTIONAL WETLANDS WHICH MAY EXIST ON OR •SPINE . sPl"£ CC77 :J •5PINE •tOP/NE •BP/NE �N0r�27P D. x C.M. UT •4PINE OPINE • • 10 PINE • �0. 1 18 J870' Q I SITE WERE NOT LOCATED AS A PART OF THIS SURVEY. SPINE I SPINE •5PINE 0.5'SOU0 N RM 1192"qti .4-PINE 188.90' •7PINE +SPINE gOP81E 0h46 00 8. BEARINGS, COORDINATES &ELEVATIONS ARE REFERENCED TO THE FLORIDA �m 5PINE ;PINE 7PINE •SPINE I •$PINE MI .,2P6 8P1NE Y " 1 •4 OAK 3 r1NEga I •SPINE I Q STATE PLANE COORDINATE SYSTEM, EAST ZONE NAD 83/90 DATUM, (HORIZONTAL) o; W 2 i1 4PINE •14P/NE I gg 5 SINE O a01 AND THE NATIONAL GEODETIC VERTICAL DATUM, OF 1929 (VERTICAL) L4PINE 7PINE 1 " ! �1 N I UTILIZING PUBLISHED VALUES FOR THE FOLLOWING STATIONS: 4' •1sP/NE 6'� 1 Surve Site •12P/NE I ! 00 �I �I 5PIN 99'19'02"�P) •SPINE • SPINE• 7PINE v1 1 NI zl N 1248482.391 (' 7PINE •fO*RNE SP/NE.NI 12P/NEs • + ,' N I .. USC&G A 200, ELEV.=18.76 FT. (PUBLISHED) �� a1 �� 2.97 acres, t ,� ;j .IIPINE 11PnAE tDnaK 6P/NE CIO g •f2P/NE ii I •3$AK E 814388.218 `a. �� .5PINE CAI • SPINE N 1248271.506 , ELEV.=18.66 FT. DERIVED /J'bA •11P/NE :a 1 W 0 0 D F D aPINE. .} •14P/NE I .(4PINE I.R. CO. GPS 23 ( ) ! . E 814243.352 0� Twe AKo� 14P/NE. NI 9PINL+ • i O 'PINE N 1245318.526 a v M foPINE f4PINE. I 14PWE. 4PINE• 10 �o` . t2PINE I.R. CO. GPS 24 ELEV.=18.76 FT. (PUBLISHED) 121:INf 30 00' IW.5P/NE• I I PINE 814283.371 I W I ! - = • 4PINE I ,. S89'49'40 E Parcel 1 1 TIE-IN WAS ACHIEVED USING A DUAL FREQUENCY GPS RECEIVER FOR T .1JPIN£ to 0. +14PINE OBSERVATIONS BETWEEN THE ABOVE STATIONS. DEPARTURE FROM PUBLISHED 6P,"E ;•IzpINE IJ �b I I o y m LOT 4 •4PINE .SPIN£ .6• I LOT 2 LOT 1 VALUES WERE WITHIN 0.1 FOOT WITH REDUNDANT OBSERVATIONS. I� w �g I N W !� • 4 P/NE • 4PINE 5PINE THIS SURVEY MEETS F.G.C.C. STANDARDS FOR 3rd ORDER CLASS 1 W 141NE �piN£ I LOT 3 4pyg I ie' o :'1 o •4PINE 4INE 4PINE. N12E ivHORIZONTAL SURVEY WORK. I 3 hY I SPINE •4PINE • PINE c O O EQUIPMENT USED: THALES \ASHTECH j Z-MAX, TDS SURVEY PRO VERSION 4. o r� �++ 8• 0 •6PINE 4 NI g� O 01 aPINE. i1' qa■ O •6P/NE I f 1 PINE to SPINE r I 1JPBVE SPIN£ z W Z �• O O •4P/NE �•1JP/NE •f1P/NE •5PINE O 1 dPINE• •5PINE SP/NE•+5PINE cJ I� 0 O 0 PINE P! E Z rn 4 tnI N I OA Z Z I 0� •SPINE 1JPINE. I 3PME. +BPINE BP/NE• p r PIN h I •BPCIE i1 OPINE• =TW6P/NE •SPINE . SPINE 15i3AK.X.J • I •4PINE 2 I Off' •2b •• I 12P/NE •41PINE 1JPBVf 1 ,4PINE- W I + •SPINE •SPINE Site Benchmark 5' il •4PINE •5PIN£ t 47REE7• TOP OF U.S.C.&G. MONUMENT A •9P/NE A 200 1960" 71PINE• 6piNE ,��Y �I I a� .; EL.-18.76 Fr. NGVD'29 b r 17$AK• 11151PINE >?0 OI • 1JPfNE • 5P/NE +BP/NE •dp/NE •16PAW 7We •7PINE ! NI Z BP/NE• I O03'4 w M TPME ( IJPME 4PINE •aP/NE 1 y •5PINE pn� 0'04 0 �P b I SPINE• 6P:NE •5PIN£ (4PINE• 4b�K I FND.BENT f 9P POC I 5PINE •SPINE •5PINE I BP/Nf I MOMRTRING WELL 0.7'NORTH PARCEL 2 • 7PINE 4' ED W/R NEE ,$? ,qo 6P/NE • 186.40' , •7PINE i I S ! I q° b , BOLLARD CONC. 185.00 135.08' IR/C �> S89'37'02"E ba q qm a' g1 F(D.4'x4�C.M.I :4 4 ' o vEGEr mh a 506.48 BOLLARD 200.20'(M), 200' P) FNns No LD. s N90 00 00 E(P o I b e q q2 ONc /e7Rc MP OF 2 �. 1 q CONL. qb ti ti ti' I ILLEGIBLE q. k 9 2 b oI a1 o.a'soun-I q. O q q m0 FND.1/27P/C 0 CME qp J077CP� C ai �CME q Or' 0.3'WEST mTOP OF BANK 0? N CME �I _ ~CME bg 9be O 'rbg S W A L E fib? 0.5' j70 SOUfH �hh IMy o tib. �gt» q q 0 bb _. - - A O - 2 q2 �' 13.6o qa qz �? INV. b2 - �b b y. ,NIB - � - - 18 $ a q 0 ^� ti ti �0 15.4 ♦ INV. a S WA L E q 0h TOP OF BANK 0 0 b OF BANK q ASPHALT 15.3 0 TRAFFIC q4 q} q~ TDP OF BANK ti 1q2 'a0q q�ti 6h 0h j H1� ,gob tigok �q�' SBO 1 b • gh ,�q o S89'43'59"E ?z -2q• FND.PK NAK & DISK L9 FND.BOLT SPIKE 0.61 EAST OF SPXr ASPHALT ROADWAY q. - - - - - - o =-�- OR'TCH ENG.' b ti 1 C. R 5�2 b 0 FELLS �. M � � ERE ROAD b --' ggER pp/C qgR pp . q?: MP OF K _ �. WARN/NC SIGN 0OF RANK!a W:tRNING SIGNIiff� q, : - b 0 0.q o - - !. J�j 0• 0• 570RM 0 0 TOP &INK p 0 MANHOLE L0 OHW _- O TRAFF7C 0? b 0 ba RIM=19.33 k o• 0 e o b Eby WFP b3 --b OHW -1- 0 �toX NAL TRAf17C o o. K qb 0b SYGNAL S W L E S W A L E o f 02 ? o? o� BOXMP OF 01 i WP ag• q� WFP P OF BANK 0? q?� g� 3c 0? Q� TOP OF BANK W. CME ti CME ga bo CME j�ecol �� S L '. qbq 7gER C OHW bh 0 0 16.2 �Y - - >Z tZ i \ BOXES e WARN/MG S!C m WPP ° *PP tih r P a IMC S WA L E INV. q o 15.8 15.8 q PP 0 -- OHW -- -_ -- r0k WPP 0ti ab ti0o 9 eqq. 0 0? ti0• 0• I 00� i FIBER pp/►C __ _ - - WARNING SIGNo WP ��b q9 VALVE FIBER OPI7C 2 IW. "tih�0 h WARNING SIGNS ,0 O 214 I I � Certified To: Symbols Legend - S&S Enterprises, Inc. Site Benchmark ► OC7, �oI o TOP OF INDIAN RIVER COUNTY MONUMENT "GPS 23 I r v! I� O0 lV 1 V EL.-18.66 FT. NGVD'29 ' � .� LIGHT POLE WOODEN POWER POLE WM® WATER METER _ 0t6181 t-��b ,• Ma Of Surve ►wD4 =WATER .VALVE I p hnI;f = FIRE HYDRANT r 04 V0 CABLE TV RISER BOX SURV W ORS SIGNATURI; 1 GRAPHIC SCALE � sr.ALIDATE REVISION Boundary &Topographic Survey NOTE.• THIS SURVEY IS rFR71FIED AS TO THE DATE OF .UiE FIELD Wi ' a m . Zentz. & ' �❑ -TELEPHONE RISER BOX _��■ 7 ��40 0 20 40 80 160 SURVEY NOT THE SIGNATURE D4TE/ /05 ADDED NORTH 50 OF LOTS 1,2 & A for S&S Enterprises, Inc. cpptL= CONCRETE POWER POLE - p Professionalsarve ors Ma err F =GUY ANCHOR. , ..;. • ....,r, x.: ,` �,,� Y pp (IN FEET) CERTIFICATE OF AUTHORIZATION LB No. 6840 Romar S/D INCH = 40 Fr. 684 old Dixie Hlghway Indian River Count Florida : t� o Vero Beach, FI 32962 y W/LLIAM B. ZENTZ, PLS DA E Phone: 772 567-7552 DRAWN BY 1=7CLD BOOK / PAGE FIELD SURVEY DATE' Job No. SHEET OF REGISTERED LAND SUR R o. 3276 ) STATE of FLORIDA Fax: (772) 567; 1751 B. W. TC 1 / 25 4127105 162-025 1 1 i I I;o aI I I i TYPICAL LOT aRADMV4 TYPICA(-_ LOT CiRADrlt# FLAN { N.T.S. LOT FRONTING ON ROAD N.T.S.o LOT BACKING ON STORMWATER TRACT 5 8°f 47 50 E MUG( ROAD �.� BLOCK "A' 4z. LOTS i I 1 35 34 33 32 31 30 29 28 27 26 5 24 23 22 21 20 19 ���hti 36 1 Q �I SUE z i ���- z " o I PROPOSED PROPOSED ' — — — — — — — - 17 HOUSE PAD HOUSE PAD { P p ` LU:L-1 Q Q Z 37 — — — — —I r Lu:c� , II �I� Z to Z:CG Z:CG LU:C/I LU:L r; ncl Z:CL 25 24 23 22 21 20 11 19 18 17 16 14 13 12 11 11 10 9 Luc/ . 1Q Q i STORMWATER TRACT D 11 0 R 0.0 a BLOCK K B" I I R Q 1 0.0 p i :L-1 0 0 0 38 A = 90'03'31" I 1 41. LOTS I ( A = 90' 1 ' 1 OL CD N p L = t57:18`— --- --- --- ----------------- —------------------- u7 4 to s W 1 — — — — L- �0' 2 AIN T P Iv9�) — — — — = 5 6 I W PARCEL A WABASSO I 15 Q1 o cR Mo a a � En 39 I 26 I I 8 I I >I C) LEGAL DESCRIPTION: (BY SURVEYOR) _ _ _ I 14 A parcel of land lying in Section 22, Township 31 South,�ange 38 East, Indian Rive o W W 1, 0' DRAINAGE SEMENT �RIVAT O County, Florida, being more particularly described as follows: z z x W I� STORMWATER y ---- I I--- — R OO.OM �iL I VICINITY MAP N o w 4a r Q cai 40 27 a A = 89' 7 13 Beginning at the Northeast corner of the Southeast 1/4�Lf said Section 22• thenc o o 0 (n I� MANAGEMENT TRACT A / W g• g w BOCK B I I L == 1 6.71' N J aL South Ot}°12'1 t}" West along the East line of the Southeast 1/4 of said Secticn Z NTS Iw 4.86 ACRES `" 3 4 5 W said line also being the East line of lands described in Deed Book 0015, Page 030. ------ 2 11 6 7 I� of the Public records of said Indian River County, a distance of 867.71 Feet to th SITE IN1=0RMAl10N 41 I IQI r I I POINT -OF -BEGINNING of the herein described parcel; thence continue Sout - BLOCK "A" I 28 hI — I — — 00012'10" West along the said East line of the Southeast 1/4 of said Section 22, OWNER APPLICANT Q to \ J distance of 101.34 Feet to the Northeast corner of Romar Subdivision, according t SEBASTIAN CROSSINGS, LLC TRACTI _ — — 1682 HIBISCUS BLVD 0.08 ACR the platthereof, as recorded in Plat Book 10, Page 31, of the said Public records c 1682MELBHIBISCUS URNE, FL 32901 co _ W Indian River County; thence South 80°52'01" West along the North line of sal 321-953-3300 L- -D INAGE EAS MENT-IPRI — — — — — — — — — 12 Romar Subdivision, a distance of715.88 Feet to the Northwest corner of said Romp 42 I 29 I R 100.0' 11 1 I Subdivision; thence South 00012'10" West along the West line of said Romz SURVEYOR BLOCK " A 9 00'26 1 1 ( • _ WILLIAM MOTT LAND SURVEYING, INC p L = 157.09' Subdivision and rt s Southerly extension, a distance o�f 221.00 Feet to the Nort 5 6 7 1 1 8 9 10 11 Right -of -Way line of County Road 512 as described in F.D.O.T. Maintenance Ma 1275 SOUTH PATRICK DRIVE SUITE H Q g y tY ( SATELLITE BEACH, FLORIDA 32937 1 I I 31 32 33 34 35 36 37 38 ; 39 40 41 I 1 BLOCK ' A, 88040-2515); thence run along said North Right -of -Way Fine forthe following _.eve 321-773-4323 43 1 30 I calls: North 8903926" West, a distance of 161.45 Feet; thence North 89°56'37" Wes Q I I — — — — I 1 — — a distance of 200.09 Feet; thence North 89042'12" West,1 a distance of 199.94 Fee ZONING AI AGAM NT (PRMATF t PARCEL "A" - CG — — thence North 88033'28" West, a distance of 100.02 Feet; thence North 81 °44'02" Wes ♦♦^^ I 5 8147 24 E PARCEL e" - PUD-R V, Q s 89.47 W — — _ 4 I ���� a distance of 100.98 Feet; thence North 82°51'38" West,l a distance of 100.72 Fee' ' — — thence North 89*42'12" West, a distance of 119A1 Feet to the Southeast corner c LAND USE 44 I — — — — — — I I w lands described in O.R. Book 0697, Page 0901, of the said Public records of India PARCEL MA" GENERAL COMMERCIAL North 0°08 39 E along h PARCEL B" - RESIDENTIAL 1 v � River County; thence ort 0 East a o g the East line of said O.R. Boo N w I 1 > 1 0697, Page 0901, a distance of 355.08 Feet, thence leaving said East line run IJort ,. TRACT o < SITE DATA — PARCEL A d ILL 0.06 ACRES 1 1 10 9 8 7 6 5 4 3 2 1 3 I; 1►tJ a 6-- 65°5T41"East, a distance of 588.45 Feet; thence North 8�°19'08" East, a distance c TOTAL SITE AREA = 14.403 AC 13 12 I a o w 448.89 Feet to the West line of said Deed Book 0015,'Page 0305; thence ,.gout F 26 0 F STORMWATER rQ w oL 00012'10" West along said West line, a distance of 364.81 Feet; thence Nort SITE DATA — PARCEL " B" LOCK C MANAGEMENT TRACT B N W 80052'01" East along the South line of said Deed Book 0015, Page 0305, a disfanc TOTAL SITE AREA - 45.691 AC �.. _ 26 L TS I h 2.58 ACRES TOTAL NO. OF UNITS - 137 _ 2 of 715.88 Feet to the POINT -OF -BEGINNING. I� w 4 A An'2 A— �f I —A DENSITY = 2.99 UNITS PER ACRE 25 5 37'40 53 W I W I i k I IZI 8�.10� J 74 -75' WIDE LOTS, 63 -55' WIDE LOTS - 14 15 16 17 18 19 20 21 22 23 24 25 26 ( 1�I I n>C I I SETBACKS — PARCEL "B" 1 FRONT SETBACK = 20' 24 HEADSTONE MAf�KEP. Q I �O'FH STONE MARKERPARCEL 'E'SIDE SETBACKS = 0'REAR SETBACKS 2023 SIDE CORNER = 10'k. -- — o LEGAL DESCRIPTION: (BY SURVEYOR) 5 E 811,82 N 614750 •W 448.66 A parcel of land lying in Section 22, Township 31 South, Range 38 East, Indian RivE 22 „. „ : County, Florida, being more particularly described as follows: ,f B OCK 12 6 LOT Beginning at the Northeast corner of the Southeast 1/4 of said Section 22, sa„d poir 1 1 10 9 8 7 6 5 4 3 2 _ 1 ( ' being the POINT -OF -BEGINNING of the herein described parcel; thence rust Nort 21 Ij 89°47'24" West alongthe South line of the South 1/2 of the Northeast 1/4 of sai 1 (� I 13 j ( I I Section 22, said line also being the North line of lands described in Deed Bock 001: 1 I Page 0305, of the Publicrecordsof said Indian Riverdbd�ounty, a distance of 209.0 20 _ I- I r Feet; thence South 00 1210 West along the West Iine'bf said Deed BOOk0015, Pag i; { 14 0305, a distance of 238A6 Feet; thence leaving said line run South 37 40 53 Wes � I i a distance of 80.10 Feet to a point on the North Line of said Deed Book 0015, Pag is I 19 ��', CONSERVATION ' 0305; thence North 89°47'50" West along the North line of said Deed Boole 001; ' 15 TRACT C I DITCH Page 0305, a distance of 448.66 Feet; thence South 06°12'10" West along the We 4.06 ACRES line of said Deed Book 0015, Page 0305, a distance if 317.03 Feet; thence Sout 18 DITC.H 3= AC.RES PARCEL 'B' / ( 1 82019'08" West, a distance of 448.89 Feet; thence South 65°57'41" West, a distanc i of 588.45 Feet to the East line of lands described in O.R. Book 0697, Page 0901, c the said Public records of Indian River County; thence North 00°08'39" East alon 16 ° said East line, a distance of 1,586.20 Feet a point on the North line of the South 11 �: Q / „ 446 li c0 L50 R / b . E .`""� of the Northeast 1/4 of said Section 22, said line also being the South line of land f 0 25.0' N / 7>q� !� I described in O.R. Book 1092, Pages 0616-0620, of the said Public records of India O 81 17 o _ River County; thence South 89°47'50" East along said North and South line, � distance of 1,691.79 Feet to a point the East line of theNortheast 1/4 of said Sectio 22; thence South 00025'23" West along said East line a distance of 663.99 Feet t I Q the POINT -OF -BEGINNING. .._.. ,. w I LU J j.. f+....i..:........ AC CAA A.... - -S 1.-- A .+.. .. 1...... I .. •-' S LL 66 I I w I f I loop gal _ — 52'O1j �.-- .000 a N T PARCEL 'A' I "� I j `�L � o —�.00 5/w ROD I sFA VOUNDi Re�e'ved O NO 1.D. I 165 200 col?�.--,. { n I 52 , 5 s3$ I w I { Growth M�• i W Cr o > I w Q COUNTY ROAD 512 I Z z 60' RIGHT-OF-WAY PER F D.O.T. RIGHT - OF -WAY MAP 66040 - 2507 I ( 3 I DOT P.L. 5TAT ION O AS REGORGED IN PLAT DOOK 10, PAGE 36 276+07.31 (DOT) I; '� U 30.65 276+07.33 IMI 0 o N 8942'12" W — _619.42' — — _ _ — _ — --� 48 HOURS BEFORE DIGGING L5 o sICvW5GH001_ ENTR N 8�f39'2fi" W 361.38' I — — — — — — — — — — — —------- —" 1 I cAcc roc FREE � W L _ 1-SM-432-4�70 SU MOVE STALE ONE Call. z L9 L10 L11 EDGE OF PAVEMENT— --� 1 OF noffiW, WC.OK Q — ----- I' I v+ z DOT 5�TION I I �- 2'/5+84.83 IGR 5121 I; C.UUNTY ROAD 512 . - - A V DOT P.I. 5TATION SHEET DOT P.I. STATION R GHT OF W Y ARIEs (103-93.60 IGR 5101 255+60.74(M) ICK 5121 FER F.D.O.T. MAINTENANCE MAP 86040-2515 265+00 IG 5121 AS RECORDED IN PLAT ROOK 10, PAGE 37 NPREL���NA ���►tVISe N LAYOUT o� i ZIP ! SCALE: 1" =100'010 OF 1 j 03-560 Bruce oia, P.E. #�47529 MAY 0 5 2004 I i I I SEC 22, TWN 31S, RNG 38E 1f 7f . e NORTH ME OF SOUTH 1/2 OF NORTHEAST 1/4 OF SECTION 22/31/35 . , " „ ? ' PARCEL'A' ♦+' ^ w° ° �_ * e 'BARB WIRE *POOR oN '� �e `tr x (�I .� tr — °_\ �- ^ ^ 1�—I{b ^ ^ �(�� /�-� LEGAL DESCRIPTION: (BY SURVEYOR) ! 1 ° ' ° *♦b •yy�* 7" * =I , — ' � f- 1 y -q (�(j�f.���}�� ` I— x� � x �°� °° ^ x' I w *, h ', ry / • ° „` A parcel of land tying in Section 22, Township 31 South, Range 38 East, Indian F2tTn 40 I I1 I 48 11 43 I �^ �4*°' I I ,45 I '°46 I I xtr' 47 14 I is°' 49 " �a' I° 51 bi 152 I I „ *a} I county, Florida, being more particularly described as follows: e ► 4' x e ca o / tr �� ` ° ^ ° Beginning at the Northeast carrier of the Southeast 114 of said Section 22; thenc tr ,o? " •� L.� L- ,,, °` ,�-I *� J x� __1I-� �� w� J L-*, .n L- t "' 1 �tr "� South 00°12'1Cr' West along the East line of the Southeast 1/4 of said Section 2 - - - - - - - - - 1 - - - - - - - - - - - - s - - - -- - - - - - - - °- - - - - - - ' said line also being the East line of lands described in Deed Book 0015, Page 030 o - ;° -. 'A'- - - trh - -s � x � of the Public records of said Indian River County, a distance of 867.71 Feet to tt• e e ,, , " ,,• * x,' , „, ti ,, ,. SEBAdS TIAN �a�'DSI�'G? BDULEf/ARD a` " ,a w° a a /`` ° I x tr, e' ,o ,> 1^. ^ry aq �^ a• x ° * * x ^ �s try 6 t►- POINT -OF -BEGINNING of the herein described parcel; thence continue Soul v t-- I °' \' 1 O�UTIU MQNT Q ; o -o oo cz x`° �- oolsa 00 12'10" West along the said East line of the Southeast 1/4 of said Section 22, -A * _ - - TRAC T A 50' PRI VA TT RIC KT_DF-WAY x - _ s - , distance of 101.34 Feet to the Northeast comer of Romar Subdvision, according t �,. �4 - - - - - 4 - - - - - - ` - - - - - - - - ^ Y d -=P- _ - - ° \ ` I ~ the plat thereof, as recorded in Plat Book 10, Page 31, of the said Public records I 9 34, / �` r, . ,° * " w „ `° I f-`- r� ti ^ �`'�� e- - - - - -1 ~ - -° \ tr ° \ < *°° Indian River County; thence South 80052.01" West along the North line of sal ,G,^nnuTu'EASEMENT� ' �- I *� ^ I ' *'` :° - RomarSubdivision, adistance of715.88FeettotheNorthwest comer ofsaid Rom / ♦ ° II \ I-- ---- J 1 114 115 116 "tr° "la 117 8,° 119 120 1�1 x° x 1Z� 1�i 1a4 1�5 ° •Z6 1Z7 tr11�8 �tr° '° \ * e l — W Subdivision; thence south o0°1210 West along the West line of said Rom I I I I I I= I I I I I I I I =` ( yI I x�^ I I •'- 1 I I I try I* e° }L I 129 tr Q ,,, Subdivision and It's Southerly extension, a distance of 221.00 Feet to the Norl I a r- Q < Right-cf-Way line of County Road 512 (as described in F.D.O.T. Maintenance Ma a - ,.' ,� o ,�' a }°o .^ ,°' =°1 I I I ao F�^� x, ` «,tr`B%,-TZj "" °° o- * °> 'A ;a' :�° k I �� I x� *d O a 88040-2515); thence nm along said North Right -of -Way line forthefollowing seve 3xi°- °� x-�I--�°„"I ' OZ z calls: North 89°39'26"West, a distanceof 161 AS Feet; thence North 89°56'3T'Wes e. tre °9 ° b° ' ' I 56 a distance of 200.09 Feet; thence North 8904712" West, a distance of 199.94 Fee °' a I ;° ,^ ^` ♦ o * o ",e at *a° ' _° x 6° 15' PRIVATE „.y ^ I ° trM1 I C_ ,7` W a thence North 88°33'28" West, a distance of100.02 Feet; thence North 81°44'OZ" Wes *b' „b° tea° 15' PRIVATE �c° „ kati ",? x ° ° °° ° ° ~ Z xx W a distance of 100.98 Feet; thence North 82*51'38" West, a distance of 100.72 Fee j ° ro e e° „ DRAINAGE EASEMENT ^ Q Q w 11� ° a DRAINAGE EASEMENT x0. °^ wtre x x0 �° x x I ° -,r > O w o thence North 89°42'12" West, a distance of 119.41 Feetto the Southeast corner I ° �^ I w "Q * ° , tr° ",° 15' PRIVATE ° I I *h I e OZ a lands described in O.R. Book 0697, Page 0901, of the said Public records of India ° 32 L �, = SUBJECT PROPERTY * x6� ,•" DR l IAGE ASEMENT L — I i ° tr cL o �i River County; thence North 00008'39" East along the East line of said O.R. Boc SITE INFORMATION I '�- * x,p tr^ e x * x" * o I a F- Z 0697 Page 0901 a distance of 355.08 Feet; thence leaving said East line nm Norl °� y,> x� ^ * e * ",o tr 45.675 ACRES xtr ,� a a * ti x I x s , i . ^ 1 o ° r °• } a tr° xe dr- , , O 65 57'41" East, a distance of 588.45 Feet; thence North 82 19'08" East, a distance I - �~ ° °i"RACT B e '�^ "`6 * x tr' ,' I ' -4 OWNER / APPLICANT tr 448.89 Feet to the West line of said Deed Book 0016, Page 0305; thence Soul a I x a 15' PRIVATE ♦eO .° y,e TRA•T F ^ ,e * —� «' , „� ° 1� eo * W 00012'10" West along said West line, a distance of 364.81 Feet; thence Norl SEBASTIAN CROSSINGS, LLC �e DRAINA( EASEMENT NORM WATER e t LQi�K ;b ,' a 80°52'01" East along the South line of said Deed Book 0015 Page 0305 a distant 1682 HIBISCUS BLVD °- ' x'' ° '' , 'xtrSANITARY SEWEI,, * I I * I re. �'` g ' g ' MELBOURNE, FL 32901 ' MANAGEMENT ,a ! *�[!� a° I * �� Of 715.88 Feet to the POINT -OF -BEGINNING F,e L o-y ;°9 * xee }�� STA Df�4 xa' %e /o it!` * �� ��+ IF Ix°b1✓5 I Ie1 M I x 135 I � y02 I y *L+° *�a l �' x^° x� ° uL �_-a_,_e__ �� •nn----PARCELr'B* 321-953-3300 tr `� t N ,� v ENGINEER OF RECORD I SITEto ����� d to a ZA-1 7- 2 Lu:L-1 •� 6 Z:CL O LU:C/l % Z Z:CG Z:CG s LU:C/I LU:L-1 Z:CL LU:C/I ZA-1 LU:L-1 wASAss0 RD CR 510 VICINITY MAP N NTS �7^ *` TRACT E " L--� YE -I i--- - / LEGAL DESCRIPTION: (BY SURVEYOR) AARON J. BOWLES P.E. #55313 q(y1�,1//+� ,r�41 U UTY EASEMENT x`. r+.J ° tro I a oo '! ° Q• xe1 "y° xe' Via° x`° }e° �e° x ° xe" x �ON OP�N ° ; % / e t -�y, x ° }ep,- �° e. x�° , e ^�� "•,.�♦ ;- MOSBY and ASSOCIATES, INC. °► 0 e ^- U1 PROJECT DESCRIPTION x O II I * * ' SR- ACC ;10 , ° " „ xe. x`" .' * / ' -I .:A parcel of land tying In Section 22, Township 31 South, Range 38 East, Indian Rivl 2455 14TH AVENUE !ET L —xaJ ,°� ,d' tr , ° / ti ka °I ° —° I 7°#O0 ° -+ Sg Q County, Florida, being more particularly described as follows: VERO BEACH, FLORIDA 32960 THE PROPOSED PROJECT IS ASINGLE-FAMILY 1 6 o m 00 I I / ° 1 / ° W RESIDENTIAL SUBDIVISION OF 137 LOTS o e o 772-569-0035 o- o> o ► o w `' °> ° ° x° ► ► x ° x °� °M1/ °~ * � — — _ /e a A. 1�� _ (] ° ti e d° b° ;° o ;a ;a a o �r - - - - r - e. "' ° *,- Beginning at the Northeast comer of the Southeast 1/4ofsaid Section22,said poh SURVEYOR • p `A^� x°� v° �° I 107x- x c u x e° x +' ° e x -.1 ee /awe �o ♦ — —. — y9- i _•a. _-r \�x♦ x�. x�. ` I ♦ a ' .. y,,� I `F� (`� being the POINT -OF -BEGINNING of the herein described parcel; thence run Norl M ,�? ►�9♦, I IT S uAN •EASEAEFIT o " - °° `° // 1 ��°� N�tro 0 'TIUTY EASEM } �� \ 6O \ , „ T tr 89°47'24" West along the South line of the South 1/2 of the Northeast 1/4 of sal WILLIAM MOTT LAND SURVEYING, INC a e ° tr x ° -I F 1, CR-1 -1 F -1 F -1 F x j x ti " X tr� i I } so \ \ Section 22, said line also being the North line of lands described in Deed Book 001 1275 SOUTH PATRICK DRIVE SUITE H '0 1- I I l ^ , - y BENCHMARK: o I a �...- J efi �, a v- ;e- qP xd c' xe„6• "trs , xc" x•P- `0° e' t° . xe° ^ , 65 :° 64 I i = 6.� , °6a ° 61 y , :`�° ° ,� "� •� TOP OF SOLT AND DISK ;Page 0305, of the Public records of said Indian River County, a distance of 209.( SATELLITE BEACH, FLORIDA 32937 a N *• " 3 ,♦tr (e tsx I •� I I *^ I I * i I ` * �\ 'PCP 3435x Feet; thence South 00*12'10" West along the West line of said Deed Book 0015, Pao 321-773-4323 FLOOD ZONE x I I I ioa I7 x 11106 I °105 11104 * a 103 11102' (lO1FI 11oe� Ix I I I q °° 66 .� "e� I* xtr „ r °' a° Ei-17.54' N.G.v.D. 1929 0305, a distance of 238.46 Feet; thence leaving said fine run South 37040'53" Wes x ° ° CK �"' THE PROPOSED PROJECT IS LOCATED IN °"f •,e' : y° I p I ° x ^ I ♦ �;; " ° a distance of 80.10 Feet to a point on the North line of saki Deed Book 0015 Pac Z O N I N G �x = ' ° FLOOD ZONE X AND 'A' AS PER THE FEMA Ex.- I I _� o? •��1___ ,�xtro °,� x ` * " ^7= 0305; thence North 89°47'50" West along the North line of said Deed Book 001+ PARCEL "A" - CG �°" --� — — TIU EA EMENT — — — ♦w- :� ° , - ,. o. a. ° ,° Page 0305, a distance of 448.66 Feet; thence South 00°12'10" West along the We: PANEL # 12061C0078 E DATED MAY 4, 1989. ",�9 0S �-o- — — — —'-� tr q. ^ —;,=— o xe— x ° e , ► o , • , " ^ PARCEL "B" - PUD-R -�— °I o °°6 — y — — ,� * I xtr xtr a =� F s ,try •� x° S 86 47 24 E ♦ line of said Deed Book 0015, Page 0305, a distance of 317.03 Feet; thence Soul 7 HERST LANE x° =b * ° !ti xtr° 15 PRIVATE a " x7 82°19'08" West, a distance 448.89 Feet; thence South 65°5T41" West, a d►stanc WATER SOURCE ` I * 403+OD 208+00 QOQ11.00" — 1LO7t�OQ�' 2O0#oD o: I tr DRAINAGE EASEMENT 209.00 �• LAND USE °0-+--i ---I--r- I r 67x♦ trof 688.45 Feet to the East line of lands described in O.R. Book 0697, Page 0901, I INDIAN RIVER COUNTY UTILITIES WATER MAIN w "� I I * ° NOTE: z the said Public records of Indian River County' thence North OW08'39" East alor PARCEL "A - GENERAL COMMERCIAL e n11 ♦ °ti * TI C T A 50 PRI V°v9 RIG T. DF-WAY tr L x' , ° x5 ' I ° LPL �P�- — ^— -- — "-+� ";eb a° e • ° ° L" �x-w - - - - -,• d tr e * ,e xtr ,� MISCELLANEOUS INTERIOR FENCE � :said East line, a distance of 1,586.20 Feet a point on the North line of the South 1• PARCEL "13" -RESIDENTIAL SEWER SOURCE — — — T-un EASEF R �` �, _. * — —. — -� , e a~ - • x e9 , o x �` " y^ L —xee� 4Cr > x of r" ♦ r •--� e e . ex —1 Fa c? ° " 6_ xtrc . - NOT SHOWN OR LOCATED. W of the Northeast 114 of said Section 22, said line also being the South line of lanc I ^� l e �= I � I x-1 F -1 F -1 1 I �' x ° * I _ ti * ALL FENCES LOCATED ARE I described in O.R Book 1092, Pages 0616-0s20, of the said Public records of India SITE DATA - PARCEL "A" INDIAN RIVER COUNTY UTILITIES SEWER FORCEMAIN r °e a- I ,- 4 BARB WIRE F- River County thence South 89 47'50" East along said North and South line, TAX PARCEL I.D. NUMBER(S) -I I I x•68 o-° 15� PRIVATE N In TOTAL SITE AREA = 14.403 AC x ° 26 ° " . I ' ° o °I '94 �° 1 x 85q j 1 86 1187' 14 W Ix 8� j° I� �O 119j f 19 I °' f �I 94 6 Itr° I I ► I * , N � EA MENT TRACT x� x°' ice° x'� , ^ a W distance of 1,691.79 Feet to a point the East line of the Northeast 1/4 of said Sectic N O W •* 31-38-22-00000-1000-00002.0 22; thence South 00 2623" West along said Fast line, a distance of 663.99 Feet i SITE DATA - PARCEL B Q °' r - - - 6 x°>' STOR111 WAT1:R ° ♦ x^ x' W the POINT -OF -BEGINNING. _ 0 04 OL 31-38-22-00000-5000-00001.2 I� I L —1 L�4 �J L J J L L J L J L_ J 0� J L ,o' etASEMEN7 5z I = -Fe * WWA IT xtr W • --_ ----- -"•-- --- --r--- TOTAL SITE AREA - 45.691 AC I oti �''' x ;, , ° ^ xo- ^ . e° ,v unm• x° x o x x „tr x I' TOTAL NO. OF UNITS = 137 r�5 I Q ,QI ary x a > a ° �= i' �F'„`69 tre .' tr' ° ° �� , „ H w w = SITE ADDRESS ti ° °° ° ti x ♦ ♦ DENSITY 2.99 UNITS PER ACRE L= �? Imo, t- . w = try x` ° a ♦ x S 37'40 53 W W z z v ° e e' e1' , - -' 74 -75' WIDE LOTS, 63 -55' WIDE LOTS N.E. CORNER OF CR 512 AND CR 510 �� I �° —i P_ —I F —1 F "—I F —1 F —I �* —1 f ; —I" —1 I— —I i I� I I ' ' x x "♦ * g b. s7 r--i I °" ° x °° -! "°e e' y I � SEBASTIAN, FLORIDA 1 ( ,' I > e I ,� L , xtr° h l e I ,ti xC° FENCE EAST OF W W 50' R.O.W. w CONSTRUCTION SCHEDULE TRAFFIC STATEMENT "~ ' xl I I I „BZ �I I 8�a I" I ! e er e I 1 78 I (` e� I I 74✓ I rl5 I I ti74 I I 73 •� f' 72 I I [1 1 I I I- ^ x a a START CONSTRUCTION SEPTEMBER 2004 T 1 f f ^ V_ o r O ADT= 137 LOTS x 10.1 TRIPS/LOT=1384 TRIPS M ^� - I x` ° a ^ _ �. tr° o-y xtr tr, I I ,o �,^ e xtr o x"e �? u . x^• ti AD STONE MARKER END CONSTRUCTION SEPTEMBER 2005 _ ° xo- Q o 22 .'�? *oqq I I L - �o -1 L _J L _J L _x L, � L — I' '' �> ! k ° �a°O tr I I — — ° x x x °,° x If AD 5TOW MARKER ^ a 12' PAVED ROAD 12' a SETBACKS - PARCEL " B" '�, — I ° J J -1 L - MATCH EXIST. GF;ADE PERMITS REQUIRED ,' •- - - - - - - a` , „ ,u3 0`00' 18.0 18.0 AT PROPERTY LINE. FRONT SETBACK = 20' _ e oy ° tr xtr CARLISLE WAS► 7 u 7.5 PRIVATE N 89'47 50 W I MATCH EXIST. GRADE AT 3 5 5 3' CITY OF SEBASTIAN CONCEPTUAL PUD APPROVAL SIDE SETBACKS = 7.5' ,, �e ^° _*� pp ° 1Ds}C� * e: 106.}gp ^, O ' ♦ DRAINAGE EASEMENT - 18.00 EL.=17.Of - CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION APPROVAL ' REAR SETBACKS = 20' W ,° - °O ' 1= 2# -I ' °O I ° 70�"-` i� - -,� � - I " '� O0« � , I PROPERTY LINE. EL.=17.Ot 17.80 17.80 z 438.58 1M� wV VH- -�N INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT SIDE CORNER 10' ' 2� I �' - - TRAM T A �D''♦l'R`VA TE RIGOUT-DF- WAS' �° Q INDIAN RIVER COUNTY UTILITY PERMIT S.J.R.W.M.D. 40C-44 DISCHARGE PERMIT r ° tr ' �- ^, ^ 6 3:1 M M 3:1 FDEP WATER DISTRIBUTION PERMIT I '♦� 1 x� L0♦♦�„� Q FDEP WASTEWATER COLLECTION PERMIT od * I ( x° ° a ° n• MIAMI CURB (TYP) FDEP NOTICE OF INTENT xo-ab�—x--III'��Jissl,I�I�9II}8�ix7zII61I5.�I4eI1*�1I°�`♦III"I'�LL," xtr _ e I 0 to 8" PVC W.M.wM4 PVC F.M. TRACT AREA USE w ° eat ` HEADWALL TRACT A 9.12 AC PRIVATE RIGHT OF WAY ♦ I I' _ ",j I _ _J L I _J L L* �L I Lo' un MEN N Q I TRACT B 4.84 AC STORMWATER MANAGEMENT k=- -x-6 ♦y° ° * L x -x +� j � � SEBASTIAN CROSSINGS BOULEVARD, AMHERST LANE, CARLISLE AVENUE TRACT C 2.58 AC STORMWATER MANAGEMENT r�"'� '"�"'°-�� TRACT D 2.65 AC WETLAND RESERVATION AND CONSERVATION ROADWAY SECTION TRACT E 0.08 AC COMMON OPEN SPACE ,,. N.T.S. TRACT F 0.02 AC SANITARY SEWER LIFT STATION ^> ,^' x•�9. 70 ;; "� l +? 7 TRACT G 1.45 AC RESERVED BY DEVELOPER I I vo 3LA-176 ta, .`' VIA-s ' 'e 3. CO Ld W 1 1 ti �I a U♦ _1T7 111 MA-g0 ' t ,3! ',�y�' e ° "• 3g• pn, t W Z , Z ^ 1 H I L^y t ( 15 .' "' ,1s♦i, '' , '�t �a �a ,ir1R-.tx +tA-+ e'`WESi' INVERT EL,-ta28 �I �� J 100 R.O.W. J ♦^' *' L= *`^ v' ' 17 ♦°O ' o Poor INVEIRT EL-9.7e' N r DIRECTION OF FL - �' 'r ., ♦� °1 , ,� 6,0°o�oM„"v oI W 0 24' O 8' WIDE SHELL ROCK FLOW ILA-12 ,es ° "/ ao IF O r FABRIC xtr I o +st ° �► ��,,�AM�� (z� PAVED ROAD 36 STABILIZED TRAIL _ Ili a BACKFILL wAai IrA- , na' 'l As Prn.nm Moqx �aa n � y SILT -BARRIER 1? •L- �° M3 ° rA-„^I°,=a Ewa FELLSMERE BROOKSIDE (- MATCH EXIST. GRADE - _ {FABRIC FENCE) x. ^' ,LA-, a xtr O .� 143 - — — ° � -j ;Iaa '`" ,3Aa AT PROPERTY 1_.INE. TRENC � ' '"' ,e �-+7 _ '�" "�� _ �' 'r WEST INVERT EL-1a28' HISTORIC CEMETERY F_ IL 8' 1 1 EL.=17.Ot 1+�-�! 4.2 - EAST INVERT EL-8.81' CIRCA 1888 ►- TO IN FLA I x36��9 '♦ x`♦°` o YT 9 i' -'ts, ,,,,�,2O1PvarmMy �-»A�,tll�» LANDS DESCRIBED IN W Zo (GAOWRA AO" W �^/I/ H"� N SODDED SLOPE 1 0 ' "°�' DEED BOOK 0015 PAGES 0305 ( �,� — — — _ "� EXISTING GRADE " x♦^• O 1. � ♦°♦ b ♦ ♦y °I' °' x^, x4 x` • I xa� i � I -+ , F'• V r Q N .a-,3 '�� i Z o MIAMI CURB (TYP) - MATCH EXIST. GRADE AT - e x` W If PROPERTY LINE. EL.=17.0f TOE OF SLOPE �°�'A'-,e ♦ `,^ml� d ; I� VARIES I � W ROADWAY SECTION - DRYDEN AVENUE e° a° e ^ „ d a Ir- N.T.S. FABRIC FENCE SILT -BARRIER ♦tr ° ♦O• NOT INCLUDED x I" ►� S` I a0 Q 17.3 YM-7f o cV 04 a° 9-7 ° Ixtr x`O1 ,e ♦tr♦ ♦�' x I 50.0'* PARCEL "A" `tr' 4 IV WIDE1.fDBLoac caosswAtx MARKING PER FOOT INDEX 17345 t 1 tit — •,:.:: •<: _ — _ xop xe^ I e,► ,e x♦i x tNmm INGRE55/EGKE55 EA ifav w-m" 12.36' _ - THE WEST 60' OF TM EAST .r _ - OF I INGRFSS/EWESS EASEMENT THE NEST WOF THE EAST 788.4a I N $0'GJZ'01_` IJNE _�-WAY � R/JL3tO I — 10, ; A ��M VU O O1 01 W COUNTY ROAD 512 I V) I M �� •52' _ S SO . &Y RIGHT-OF-WAY IC I PER F.D.O.T. RIGHT - OF - WAY MAP 68040 - 2507 x•` xt`' , ^ I -� A5 RECORDED IN PLATQQQ 4.w Q, PAGE 36 "♦oy x° `b GATE GATE aa V� FENCE ONLINE Y I E OF -(ED� �'�. -• - GATE T OF RICH Rp ILR NO TH GENTRAI. R A a MADE SIIQL STABILIZED TRAILTR NS ..r,•:,:.o,': �! all - PM V �i►n" MM r rP--rq - •` DRYpEN _ WAY _ R RICHT-pF- 0 PR TRACT ' — 7158a EASES T TRACT A 104 AGES U�TY z i� WN IJ > DOT P.G. 5TATION W 276+07.31 (DOT) 3axa+T-0►-wr 276+07.33 (MI 30.85' pp ® PYn FaaT, aIAIT-ar-vAr,uo feoa-00 Y V LYIY.CdS`.L'4'�1LY._ v — v CL]1 :J-' .. A31iCg103D N MT 300f 111 PAW ]! ♦,I I i ( 1 Koff tr °� rc n.-,cis I 1 Io "' 10 L6- i$ L7 lu°'i lu1 I g L8 1 $ OK I 119.26' _ I 100.00' I t 100.00' — I M 100.00' y_r� N 89*42'12" W 619.26' COUNTY ROAD 512 i DOT P.I. STATION RIGHT-OF-WAY VARIES 258+80.741M1 IGR 512) PER F.D.O.T. MAINTENANCE MAP 68040 -2515 AS RECORDED IN PLAT BOOK f0, PAGE 37 GATE — — — — GRAPHIC SCALE b°28.00r = i I L4 mr (P tnwi too 0 50 100 2W i 200.00' v 1 n 181.45' n , ,Ali OF PAtVAW 3AE K OF &WAY FM CITY 11W a2 N 89'39'26" W - - 745.96' - - - r - 9'39 26 W , . l E aN, ` t2FUMEJWN -TE - - - BENCHMARK: I D0T +84.83 ((,R 512) ( IN FEET DOT P,I, STATION INDIAN RIVER COUNTY •GPS 23' 103+93.80 IGR 510) 1 inch = 100 ff- 265+00 IGR 5121 EL-18.74' N.G.V.D. 1929 COUNTY 120AD 512 I� RIGHT-DF-WAY VARIES PER O.T. MAINTENANCE MAP I Q PRELIMINARY PLAT RE . PAM2515 AS RECORDED IN PLAT BOOK 10. PAGE 37 j loin/SCALE: 1"=100' BALED HAY SILT -BARRIER PERIMETER EROSION AND SEDIMENT CONTROL NOTES: 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE, THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND VEGETATION IS ESTABLISHED. 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT, SILT FENCE DETAIL NTS TYPICAL LOT GRADING PLAN TYPICALLOT GRADING PLAN N.T.S. LOT FRONTING ON ROAD N.T.S. LOT BACKING ON STORMWATER TRACT - ROAD - - - - - - STORMWATER TRACT TWO (2) 2"X UGH EACH I er i 1 5? n'14 AARON J. BOMB, FL PE �? 5 2004 Q 0 Cn Z _O^ C W d C C O n to LO } I (n m 0 0 W Z Z Z Y = 0 w a -5 0 0 0 C Z rV, Y+ z 00 rn v/ 0> Z� Q W rn� V, Q M W^ VJ 03-560 F NORTH LINE OF SOUTH 1/2 OF NORTHEAST 1/4 OF SECTION 22/31/38 20' REAR .SETBACK (TYPICAL) L " C �+ n X - X X _ X J 4 OX _L X 'BARB WIRE FENCE IN POOR CONDITION X X _ )( _ X iC . _ BOCK _ _ 60 0� 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' l7 L0q 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' I� I I� �I l0 110 I l0 I I� I I0 1 10 1 10 1 l0 I l0 I l� I l0 aI l0 I l0 110 I /o 36 \ 0 0 0 0 0 0 0 0 0 0 0 0 0 53 Voq 037 038 039 040 041 042 043 044 045 046 047 048 049 050 51 052 0 ir 060 SOFT. 1 1 r9,000 SOFT. 1 i 1�9,000 SQ.FT. 1 1 �9.00o SQ.FT. 1 1 1�9,00o SOFT. 1 i r` 9,000 SOFT• I 1 9.000 SOFT. I I n 9.0w so.". 1 1 I,9,o0o sQ.FT 1 1 �e,000 SOFT. 1 I "low SQ.FT, I 1 P9.000 sQ.Fr. 1 I r9.0oa SOFT. I 11-9,000 SQ.FT. I 1 1�9.000 So.FT. 1 I P9,102 SQ.FT. 1 //, 12,991 SO.FT./ \�t2.675 ACC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.30 AC / ` \,00100 so.". o $a.FT, �g� 3 L-_-1 L_ L_ -J L-��,Yl��,,,T_J L-_J L-_J L-_J L-_J L--J L-_J L_-J L-_J L--J L-_J L-_J L oo. AC 10 -- -- -- -- -- -- -= - -- 54 o i \` /Z OO+Et; OD+Z£ 00+1£ 00 £ 1 �- t3Z I LZ 9Z Qo Z ��\ O 10' U I TY E M EN T O /co / / / - 1- 60.00' 60.00' 60.0o LI�'r( A�€M 60.00' r so.00' so.00' I� so.00' so.00' -1 so.00' I- so.00' 6a.o0' - so.00' 6a.ao' s0.aa' so.00' , -\ \ Q_ In I I 1 f -1 F -1 F -1 \ 55 \ 10,kT1 ASEMENT� R 0' ' \ w 0.00 O 13196 SOFT. pL � ��Q.FT 10 I Io I Io I io �0 1 io 1 10 1 Io I h I Io I Io I h I I0 - 1 10 lb 1 _ �� 2 ' � R'gfsge ICAL W w Z °�''"��/ / I I 114 11516 117 118 119 ' 120 • 121 0 122 0 123 . 0 124 o 12.5 12b � 127 128 I � I � g � �` ( ) � � 0 113 I s.000 SQ.FT I I o9 00o SQ.F I I coDO9:000 SOFT. 1 I t I s SOFT. 11 09.000 sQ.FT. I I �s,000 SOFT I I �9.000 SQ.FT. I I �9.00o sQ.Fr I I r-9.000 SQ.FT I I a9,000 SOFT I I o 9,000 sQ.FT. I I �9.000 sQ:F I I �9,00o SQ.FT. I I �. so;FT. I 129 `-. 0 w 0.21 AC 9' .2 000 A'� , :, 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC 0.21 AC I o I I Q U 70.00' b• L L£ - •� d 1 1 ,098 so.FT I L 0.2, AC J L 0.2, AC L J L 0.2, AC 0.21 AC J L 0.2, AC I 0.2, AC �� K0. - - J L J 12.283 SOFT. 0.26 AC L� J L J L J L J L_ J L J L J L JLLJ o ( L - - J 0.28 AC , i Q- Z L--J o� 0 I I � I I- � 4 LOTS f I Zk � I� 70.00 � � a I 33 1 I 75.0' L 56 1 a 9,348 soar. _ _ I (co 9.,e3 sQ.Fr. 1 W � � � c~n 0.21 AC -- -� 20 REAR SETBACK (TYPICAL) 20 REAR SETBACK (TYPICAL) 4QU6' z 1 I 70.00 15 PRIVATE 70.00' 15 PRIVATE DRAINAGE EASEMENT I a Q = w 70.00' I t I I o0 112 I DRAINAGE EASEMENT i o I I - > O a o 9.� sQ•� I 15' PRIVATE 2 R ETB CK (T PI A) 70.00 Q 1 OO 1 1 1 1 0.21 AC 9.00o SOFT. CZ n U- 0 32 SUBJECT PROPERTY DRAINAGE EASEMENT 0.21 AC I o 9,091 SQ.FT I I 1 1 4 5.6 7 5± ACRES 1(0 9,a557FT I Q to 0.21 AC ' ( �,A ,R SETBACK (TYPICAL) �-- - - --2 N ISA O.OP - fL) I L_ o.2t AC > O Q -� �o. oo' I 1 0 120.0 15' PRIVATE TRACT B - - - - 1 I - - - r - I - - o I � 9.111 I DRAINAGE EASEMENT STORM WATER TRACT F 60.00' ' " " I- 60.60' 60.00' -1 F 60.00' I 601Q2ss SoIFT w I I I I SANITARY SEWER �'� �L(��4@ F 0.33 AlN 31 _ 0.2, AC_- MANAGEMENT I� I I� I I� o o ' I I� to' to I W 10 9,085 S C� 11 i LIFT STATION 6° o o � a o 132 I I �' o - ��37 13b 135 134 � 133 10 131 I l 1 ,0.858 .FT. � 8z 1 -1 70.00 i I r- 9.� SQ.FT. 1 1 ".000 SOFT. �`9,00o sQ.FT I I �9,000 SOFT I cs �2Q I -� I �.�� SQ.FT - \011.308 SQ.FT. 0.23 AC -0 0.21 AC 0.21 AC 0.21 AC 0.21 AC 1 ,o - J �' = _j O I-- -1 I �o I TRACT E ou.26Ac L- ryJ L--I L-- --J L_ -J L /lo 70.00 0 110 r _ 10' U LITY EASEMEN • / /� B''II (� ) 8 ) I s.000 SQ.FT I COMMON OPEN - - - -7 --- .�n LL�`�0 A I I 0.21 AC - - - O o ,J - - SPACE •�' o° I c0 9.079 SOFT. 1 I w t.59 . i •o . / oc*q 14 1 1 I- 70.00' o� SE o " I o I 20' REAR SETBACK TYPICAL o -- - - /, ���� / W Y �- - ' -� I I I 0 109 ( ) �' - - - - - T = - - - - - o° 18.Y14 SQ.FT. Q 00 o ; O 70.00 A I o 9,00o sQ.Fr• I i - - - - - - - - - 6° �0.43 AC I- � I- J M w I o 29 �ol I o.2, AC 60.00 60.a0 '0.00 0 TILI1�aEQ MEN 60.00 _ - 0 1r � � A�€M U Q U Z t0 9.073 SQ.FT. I' I I I �T+Ll_-T ENT. �� » _ h _ X00 w m � -� 0.21 Ac - _ - , - - ,-,- ,-- ,- , _ _ 10 1 10 a I l o I l o I o BENCHMARK: o - - _ j- F40.00� �40.00 �40.00� �40.00 �40.00 1-40.00� 40.00� 40.00� 40.00 40.00 r40.00 t r� n m o ►- I 1 I 70.00 I F 70.00 o V5 0 64 0 0 6J a bpi Q 61 �16.272 TOP OF BOLT AND DISK I9,000 SOXT. I I r9,000 SOFT I I 9,00o so.FT. I I 9.000 sQ.FT. I I I "PCP 3435" °- w N l 0 I l 0 I 10 1 l 0 I 16 1 I o o 1 I o 1 .1 o I 1 o I 1 o o o - >3 >5 0.21 AC 0.21 AC 0.21 AC 0.21 AC to0.2 s CFr. 7a.00 i i i s 0 I I I I0 z 0 108 �07 06 j� 5 �04 0. Jul 101 ADO 0 99 0 98 0 97 66 L - _ J L _ _ J �._/'�_� _ �I L �' w 1 t0 10,966 SOFT. I I M725 SO.F . (`�i;720 Sf?.FT. Iar20 SQ:FT.I 1 8;720 SQ.FIl. �,xz0 SQ..I 1657`20 SQ.FTI 18;R20 sQ.FrI 1�20 SO.FI� 18;720 SO.FTI 1�0 SQ.FTI 1 8;880 SO.F#. � „ „ _ - J EL.=17.54' N.G.V.D. 1929 O ( ( I 0.25 AC 0.18 AC 0.15 AC 0:15 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 0.20 AC I I I 13,43B SQ.FT. I I ..IO 28 I L-__J L_J L-J L-J L_J L_ L-J LPL, --I h-J L::J -J �0�31AC� c� 9.068 SQ.FT; I NIx 0.21 AC 10 UTILI Y• EASEMENT _ _ - - ' 20' REAR SETBACK TYPICAL -_�) - --- - -- -- -- - -- - r�o.o0'-1 ( ) I 5 Sci47'24,, E I � 70.00' � I p4 I I o I 15 PRIVATE 201+00 202,+00 4+00 2"i1tpO 205+Oq 206,+00 2o7,•f00 --I 208+00 - I o 67 DRAINAGE EASEMENT o I �__J o co NOTE: w c0 9.062 sQ.Fr. I I ,,_ _ _ - - - - _ _ 7 5' SIDE SETBACK TYP CAL = _ - - _ MISCELLANEOUS INTERIOR FENCES 0.21 AC _ _ _ _ _ _ 56_0 10 DTI E _ N NOT SHOWN OR LOCATED. W r40.00' 1 �40.00' 1 �40.00' 1-40.00� �40.00' I �40.00' 1 1-40.00 �40.00' 40.00'1 �40.00� 1-40.00� r40.00'1 1-40.00' 1 1 I 70'00' ALL FENCES LOCATED ARE lo 70.00' I o o 'o 0 0 0 0 0 0 0 0 0 20' oT SET AC T PI A) o ( IW 4' BARB WIRE Q- 1 0 I l 0 I l 0 I l 0 i l 0 I l 0 I l 0 I I 0 I l 0 I l 0 I I Q I l 0 0 0 68 , 5 PRIVATE W 0 Z6 I I o84 0 85 086 087 088 089 090a 0 91 0 92 0 93 094 0 I=LL I � II I� II I l 95 96 I 10 9.� SOFT• 1 DRAINAGE EASEMENT TRACT C d 8,642 SOFT. I 8.'5�2 SO.FT.I 8,I'120 SQ.FT.1 sr/20 SQ•FT.I 15.rl20 SQ•FTI � %. ,O SOXT.1 W,120 'SQ.FTI � .) MO 0.15 AC I P O SQ.FT.I �(720 SQ.FT.1 18:7�20 SQ.FTI I81,�20 SQ.FT1 I SO.FP. I + 0.21 AC O W L- _o 5 AC I C.20 AC 015 AC 0.15 AC 0.15 AC - 0.15 AC 015 AC 0 5 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC ffl AC % �- STORM WATER _J L*-J L-J L J L-J L'_J L_ L_J L_J j L'lITT I r W - -, L� KJ - sE Er ' I - MANAGEMENT ~ 70.00 I I 70.00 O Q 16 25 I I( 26 LO S 1 1 v uL O W W EIdENT 6,639 SOFT. 1 I IDE SETBACK ( PICAL) , I I� o0 69 I " L- W5_AC. _l 20 RE R SETBACK (YPICAL) I 10 9.000 sQ.FT. I z 5 37°4O 53 W W I 0.21 AC �o.00' I - ' - , -- , - - , - - - , - , - , - , - . - , 7.5y sID ErBAcx('TYPICAL)96.67 J n 1 I �40.00� �40.00� �40.00� r40.00� �40.00� �40.00� �40.00 �40.00� r40.00� r40.00� �40.00� F40.00� F40.00� 1 - - FENCE 8.5' EAST of QL p 24 I ( P 1 70.00 PROPERTY LINE �.6.636$Q.FT. 110 1 to I to I to -I 10 I to . I to NI to I to i to - l to I to I la I I P W L 0:,5 082 .81 080 079 o T8 0 77� 0 76 0 75 0 73 (372 0 71 I I � I 10' UTILITY EASEMENT' 1�g2 SQ,FT f �20 SQ.FT. �q 0 SQ. s.-�2o sQ.FTI o 74 I o EAR STONE MARKER _ I P I P►' 1 0 I I i I0:T20 SQ.FTI Is�20 SQ.FT1 1dZ2o SO. I (6�20 sQ.FTI 1e;72o s0.FT1 IS;72o sQ.FTI 1�2o so.FTI �(R2o SQ.FT e�.581 sQ.F� 70.00, 0.20 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 015 AC 0.15 AC I I 0.20 AC I I 9. 70 I CD 1 L J L- J L- J L J L_ J L- J L L -rb' u4rLlrr-Easy r4r - -J L J L- J L- J,� I 0.2, ACOD HEAD STONE MARKER o 23 III - _ . - -- - - - - -,� _ _ _ _ _ s -�- -j l `t s' o35 -1 - - - - - - - - - _ _ _ _ 56.0' , „ cn z 0 U) 0- VII�INI MI*I.01w 0 co 0 N (00 to I m m II o Z 0 z 2 w Id w 0 LU m � o a U a (n U z ui m 0 0 o O Z_ V! 7.5 PRIVATE N 8cf47 �50 W 448.66 1 � Z 0 70.00' may---2 NT SETBACK TIgWL _p2+00 1I .1.00 t1o41+00 105+00- 106+00 - 107+00 10i3 DRAINAGE EASEMENT z 00 l0 ZZ I I _ �,- � � 6,629 SQ.FT. I / . _ co oo ar,'� L_ _015_Ac _� 1 ss. - - - - - - - - 56.0' - _ 7 5 SIDE SETBACK ; P L- =woo - _ _ _ _ Z, U 0 o w o 70.00' 1 �40.00'� �40.00' 1 F40.00 1-40.00'� F40.00� 1-40.0071 F40.00 1-40.00' 40.00' �4(L�`� �40.00' 1 1-40.00'� F40.00� Z Q ZV,�Y I I� I Q m z F cnma NSW l0 21 I I l0 1 l0 1 )0 1 to I Io I to I to I to I to i Io I to I l0 0 _ W <o� �T 13 12 11 010 9 8 7� 6 5 4 (n Q 1 0 0 0 0 0 0 0 0 0 0 0 3 0 2 0 1 F- I3rs62 SQ.FT.1 16;F20 SQ:FTI 18I O SO•FTl i t ;720 SO. F tl 16;720 SQA 1"20 SQ.FTl 20 5Q•lt'.1 18?20 SOTTI 18 20 SQ.FTl 18:720 SQ. 16�20 SQ.FiI kR20 SQ.FTI 18;58t SQ. F71 'A �/'11 Q _ 0.20 AC 0,5 AC 0.15 AC 0.15 AC 0.15 AC 0.15 AC 0.15 Ad- 0.15 AC 0.15 AC 0.15 AIC 0.15 AC 0.15 AC 0.20 AC Q i m GRAPHIC SCALE QLd so o ao eo 120 m tL 0 W co U (naFEET ) 1 inch 60 ftSHEET PRELIMINARY PLAT „ P2 SCALE: 1 =60 :3ro0.1. , R�.1� OF 3 A 03-560 OCT 1 5 20,1 vt a 18 7 oI6 � I0�.0' 1I 11 0.00� 140.00'Yr z" c 40.00' 40.00' 40.00iI 140.00' I 140.00' I )40.00' I 140.00 I 140.00'4CL pow O 0 0NWQ oa I I0 Q �LIl C4 M d am�o �o. 0SQ. 72Lu N o1Z FT.I O0� 4F� 00T10 �6:o2:FT0.20 AC6Ja2 SQ.FT.I 1620 SQ.FTJ ,60 0.15 AG 0.15 AC: 0.15 AC 0.15 AC 6.15 A0.15 AC 0.15 AC 0.15 0.15 AC 0.15 AC 0.20AC 0.15 AC ro.00-� I L-J L_J L-J L J L_J L-J L L-J L_J L_J L_J L,$-�„T�SN�/ o �� I �10' UTILITY ASEMENT l i� N O 669 SQ.FT. I I`O I I ji I m m> 6- 0.15 AC I I l _ 20' RE - _ 0 70.00' I !� 19V#' 17.0 w I v ( 0 70.00' ,wu-T22- 7. y o 0 6.61 ,Q:FT. I I (� JCT. I WLA-119 16.2 / t4.7 O Z 3 U W.A-120 WLA-126 13.1 t 0.15 AC -j 0.17 AC / MICA-13 _1 t + tr trr p W 2 8.1 x 16.4 13.1 40 t+vc I' Cl U C 16.2W" A-118 1' • 12.3 WLA-127 113.7 WLA-131 3.1 VVLA-137 11. 70.00' 70.00' W�A-11 _ 13.1 wu-13o 13,((V32 13.3 7 .rr 36 CMP ! j; f GRAPHIC SCALE t3.5_t -t 1 U14 aw WEST .INVERT EL=10.28 I -111 14.7 _ 12 8 WLA-129 WLA-133 WLA-135 1 i o 18 I WLA-128 x x 60 0 30 s0 120 ,VS 15. NA./►=113 � td .uF,erU INVERT EL=9.79 I 6,617 SQ.FT. \ -7,0.FT. WLA 112 WALL FOOT #253 --15 AC I 0. 5 AC IIEXISTING DUAL 3s RGP 14 x16.4 14.3 x/ �14. �j / WLA-1 mmTO BE REMOVED AND Z w - _ -- / LA-2 wu-12 // x wu-a 15.3 0.0 LACED W/ 30 LF ( IN FEET ) + I 13 14.3 15.1 15.4 MA A-8 O 70.00-29 14.8 wu-15 wu-10 t7.4 t ASAPERgFD07 INDIX 2506 HEADWALL 1 1ACi3 = 60 it� 15.9 [ O ` I 1 13.5 14.8 E VN A-6 . - W. 1NV.�10.25 1- L rn VN.A-28 15.8 V j � V♦ WU►-108 A � NM-33 VIM-22 15.7 y�� 57 6.614 SQ.FT. VVLA-105 q H V1• - E. IN+V -9.80 w VK A- 6 ,a m 3s CMP �++ 13.8 + fl CENTERLINE OF SWALE N • ° 015 AC J I 1b.2 t6' wu-32 WLA C WEST INVERT EL =10.26 - - 8 _ WIA-104' - 15.1 _ kki toe t5.5 N �j 20 EAST INVERT EL=9.81 I u ul Q -- 15:8 WLA-107 WLA-35 14.9 TOP OF BANK a o I I\ V /-% I U U U o _ 0 ' RS . WLA-103 14.8 �� VVU1-19 ^ ^ TEMPORARY WETLAND IMPACT (WL-2) W 70.00 ° WLA-37 1 LANDS DESCRIBED IN w z V a O h, 1� (0.009 ACRES) I W O I t5:0 Q 6ss sQ.l-r. Wu-36 ^ - {ooat �cr {wL-t) 31 , 1- I I DEED BOOK 0015, PAGES 0305 I °L �N � _0.16 AC 14.7 15:7 10- ^1 ,y� �^ I w C� Cq CO Q 1L WLA-42 WLA- X. X X x Z V♦ o ' z 15.9 i- tNil 3 j z W Z WLA-43 WLA.740 �Zp >- p :; w F g �h CO NnQ I f- Q Z w w LLI I > _ wp Q ' 8.0 �1WLA 44 = 0] M p ii -48 wLX-46 z ? ji > / � i 5.3 p �� &/ x141,0' W 7 \x15.7 WLA-45 Win = I 0 aWN VU-47 m 18.1 17.1 WLA-51 h W p C>wp aw�l(� W X o I e (A Z I 18.1 18.9 WLA-52 X X x X U I o WlA-95 wM-54 NOT INCLUDED o l GATE �w 17.8 17.3 / WLA-56 0� GATE ` WLA-72 e' 17.401,7 Q. WLA- V WLA-69 s`� o I' Q� �.. :�P ' 9 FENCE ONLINE E -(E�� 17.1 wu-ssN� R w GATE QF w AY kV AC. - iC ,•''. :. wu-88 �. O I� NO ENTR � 16.717.0 WLA-67 -70Ice ��, �'l j tss e.1 I � 8' WIDE SHELL RO K FL (��� .� . ...., . x` ` ��h , STABILIZED TRAIL -�� OVER PAR L a WLA-88 WLA--63 T 4 X X IX ' i : ; ....., AS DESCRIB M-t ON v m 17.1 is O.R.BOOK 1263. P 6e) 241 N +� a a um Bm (PAMM um I WLA-65 17.1 - � ��.�' 0. � GATE V Vie° i 10' WIDE MIDBLOCK CROSSWALK MARKING PER FDOT INDEX 17345 111 _OF-tnlA 0 R TE RIGHT _ (FOUND) _ N R j VA 15 . A�EME NO X X x X X� row: .1 p0' P -� U�1L��Y E �- 8 TRA T A „ W �E55 p�NpT chi u11uN FA1A }- C1 ✓ I a INGRESS/EGRESS EASEMENT R4p• I^I THE WEST 60' OF THE EAST 766.40' li W Ii LEI Q _ - I w� - j! w X � � _ W X X X X1 I i w W CNI IL i N U ` > DOT P.G. STAT I x1�' 1^� `� I a 276+07.31 (DO' X X w 276+07.33 (M) i i rn EMT. INVERT EL -18.33' V♦ X �' v X ,bh { �6 CENTERLINE OF SWALE ti h ti� CENTERLINE OF SWALE '� WII R -- WM I r W WM OFM V♦ EDGE OF PAVEMENT BASELINE OF SURVEY FOR COUNTY ROAD 512 a^ 69 O 6$ VISUAL CENTERLINE OF ROAD 0� �� _ O O ,�• � CA - - - - EXIST. 10=FOR�'E A 1_ - - --er- - -- -EDGE 0 _ - - BENCHMARK: EXIST. 5+84.63 (CR 512) r , - t=,pt,��.5If. �., i; " 103+93.80 (GR 510) v �T I ON l INDIAN RIVER COUNTY GPS 23 512) 45 EL.=18.74' N.G.V.D. 1929 0 O tC�'z1' TAPAtO REEVE trill 1 6Y. COUNTY OAD 51 RIGHT-OF-WAY VARIES PER F.D.O.T. MAINTENANCE MAP 88040-2515 z I a ''^^ AS RECORDED IN PLAT BOOK 10, PAGE 37 I '� V♦ SHEE I PRELIMINARY PLAT pi: SCALE: 1" =60' 3 OF Aaron J. B 03-5( I' 1 OCT 1 5 i u { �i ADDITIONAL DRAINAGE AREA IN ROW j DRYDE III-1 N I M I I 1 co 6'40 /� o0 — I D f I I I to tf•) o Q zQ� TILITES EASE — _ U — MEN j Jam - WIDE ACCESS & II —— k 15 — ^. — fr -'4•` /`. tit - .1., .. ,-21. � 1 I� f �(J 00 •< y • Z PROPOSED BUILDING NEW SUNOI S GAS STATION , ' [ Z U PROP I ; �� ,ate I z �. a ,� 2 g — s� o eu r n Q a / = V I o ( F.F.E. 22.0 j a i_ •: I v 1sss1 sF ROW IES I Z • Z I .O o [ < co 1\ tl , ![t., ' ;<- •.i2 `... Li .. t•``< +`..•p,. 4, ... aO', .<.@,<,''f�a[1 �. I X Alf. A- 00 IN Ll LL mI z I T 8 I �" i V� U� E!i X Z I m t� 0 O IW — 7 UI F— A 10 -- — / WLS i4•isi .•� .. i•T• , s .t. •i'' •,; ,o ' I Q Z Lo cm IJJ I - - -- 60' -- L �1 15.01 EXISTING I I I0 ACCESS I hffW� � � WLl uND9CAPE 5 8 LF OF 24"x38" —�I �' J-F L2 r ' ERCP WITH M.E.S. I —EASE (FDOT INDEX 273) I L —r -- -- -- -- -- -----+--- —+ f J W. INV. =16.70 E. INV.=16.50 n I I CONt. L.1 I 30 RCP �S -� EXISTING 12" WATERMAIN Xf I'm T IN 6 INV. 15.4 I ASPHALT WM WM WM WM / c / WM WM WM WM WM WM WM WM WM _— WM WM — WH WM WM li Z it z 0 )(BM D o SITE PLAN N ; - �I SCALE 1 " = 30' {i 0 U) (n I i Q Q to co Ij o I Oz Q b O m vWi u- m SHEET b `f ® 12a 0 C2m it ❑ BRUCE A. MOIA, FL. P.E. #47529 OF 9 ❑AARON J. BOWLES, FL. P.E.#553 �3 05-603 m CC) �I C O o o