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HomeMy WebLinkAbout2004 - (#42) Preliminary Plan & Plat. 01 TOWNSHIP 31 'SOUTH, RANGE 38. EAST., SECTION 25 SHEET INDEX 2 GENERAL NOTES 3 EXISTINGCONDITIONS 4 PRELIMINARY PLAT 5 PRELIMINARY PLAT- NW 1/4 SECTION 6 PRELIMINARY PLAT - NE 1/4 SECTION 7 PRELIMINARY PLAT SW 1/4 SECTION 8 : PRELIMINARY PLAT— SE 1/4 SECTION 9 MASTER . UTILITY PLAN 10 MASTED DRAINAGE PLAN 11 MASTER ROADWAY PLAN 12 MISCELLANEOUS DETAILS WCGINeel-Schaffer, Inc. Professional Engineers 170519th Place, Suite G-3 Vero Beach, Florida 32960 772-770-4707 (fax) 772-770-4640 CA 00009582��J I OCT o �nQ4 f T _ OCT 1 9 2004 RICK J EL HIORI, P.E. DATE FLORID REG. N©. 489471 ' REVISED August 5, 2004 REVISED March 18, 2004 REVISED ' February 13, 2004 ISSUED July 28, 2003 Project Number: WN.01375.001 s General 1. THE REQUIREMENTS OF INDIAN RIVER COUNTY SHALL GOVERN ALL UTILITIES WORK WITHIN ITS JURISDICTIONAL LIMITS. WHERE A CONFLICT EXISTS IN THE REQUIREMENTS OF A REFERENCED MATERIAL OR INSTALLATION STANDARD, THE REQUIREMENTS OF THE INDIAN RIVER COUNTY UTILITY DEPARTMENT SHALL PREVAIL. WHERE THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE STRINGENT, THOSE REQUIREMENTS SHALL PREVAIL. 2. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF INDIAN RIVER COUNTY UTILITIES SPECIFICATIONS. ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 3. EXISTING UTILITIES SHOWN UPON THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION OF ANY UTILITIES WHICH MAY EFFECT THEIR WORK. Sewer Collection System 1. GRAVITY SEWER PIPE SHALL CONFORM TO ASTM 3034 SDR-35. 2. FORCE MAIN SEWER PIPE SHALL CONFORM TO ASTM, D2241 SDR 21, PR 200. 3. JOINTS FOR PVC SEWER SHALL BE RUBBER GASKET TYPE CONFORMING TO ASTM D3212 AND ASTM F477. 4. ALL PVC SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE UNI-BELL PLASTIC PIPE ASSOCIATION STANDARD UNI-B-5. 5. ALL SEWER AND FORCE MAINS TO HAVE A MINIMUM COVER OF 3' - 0" UNLESS OTHERWISE NOTED. 6. WHERE SEWER AND WATER MAINS CROSS, AT LEAST 18" VERTICAL CLEARANCE SHALL BE MAINTAINED. WHERE A SEWER MAIN PARALLELS A WATER MAIN, A SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED. SPECIAL PROVISIONS SHALL APPLY WHEN THESE CONDITIONS CANNOT BE MET. THIS REQUIREMENT PERTAINS TO STORM SEWER AS WELL AS SANITARY SEWER. 7. WHERE A SEWER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 2' VERTICAL SEPARATION SHALL BE MAINTAINED. SPECIAL PROVISIONS SHALL APPLY WHEN THESE CONDITIONS CANNOT BE MET. 8. UNLESS OTHERWISE NOTED, MANHOLE TOP ELEVATIONS SHALL BE: PAVED AREA -- FLUSH WITH PAVEMENT UNPAVED AREA -- 1.0" ABOVE FINISH GRADE MINIMUM 9. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS ALONG FORCE MAIN. 10. SERVICE CONNECTIONS SHALL BE 4" FOR SINGLE AND 6" OR LARGER FOR MULTIPLE RESIDENTIAL AND COMMERCIAL SERVICES. LOCATE EACH SERVICE CONNECTION FROM THE CENTER OF THE DOWNSTREAM MANHOLE AND RECORD THEIR LOCATION. 11. INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OR OPPOSITE WYES AND RECORD THEIR LOCATION. 12. THE SEWER COLLECTION SYSTEM SHALL NOT BE PLACED IN SERVICE UNTIL THE SYSTEM HAS BEEN VISUALLY INSPECTED AND FLUSHED OF SEDIMENT AND DEBRIS. 13. THE SEWER LINES SHALL BE TESTED BY ONE OF THE FOLLOWING METHODS -- WATER INFILTRATION, WATER EXFILTRATTON OR LOW PRESSURE AIR EXFILTRATION AS DIRECTED BY OWNER'S REPRESENTATIVE. 14. FORCE MAIN SEWER PIPE FITTING SHALL BE OF DUCTILE IRON, MECHANICAL JOINT, POLYBOARD COATED IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH ANSI A21.10 AND A21.11. Erosion Control Notes 1. ALL EROSION CONTROL MEASURES SHALL BE IN FULL CONFORMANCE WITH ALL APPLICABLE SJRWMD PERMITS AND REGULATIONS. 2. ALL EROSION CONTROL DEVICES SHALL BE PER CURRENT FDOT STANDARD INDEX 102 AND #103. 3. P CMINIMUM UNI MWGETATRE EROSION CONTROL ABLISHED IN�THLE REMAIN ND I CONTRIBUTING DRAINAGE AREA. 4. CONTRACTOR SHALL UTILIZE BALED HAY AND OR SILT BARRIERS AS APPROPRIATE AT ALL CONTROL STRUCTURE AND OUTFALL CULVERT INSTALLATIONS. 5. THROUGHOUT THE CONSTRUCTION OF THE SITE THE CONTRACTOR SHALL UTILIZE BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TRANSPORT OF SEDIMENTS INTO PRESERVED WETLANDS AND DOWNSTREAM RECEIVING WATERS. 6. ALL DISTURBED AREAS (ABOVE NORMAL WATER LEVELS) UNLESS OTHERWISE NOTED HEREIN SHALL 13E SEEDED AND MULCHED WITHIN 14 DAYS OF FINAL GRADING. UNLESS OTHERWISE NOTED, ALL SLOPES STEEPER THAN 4:1 SHALL BE SODDED 7. CONTRACTOR D�DSINLLIODFICSOREPROBFIFlCONSTRUCTIONMEfHOAMIATIIONMMUSTBPLAN Y 1. PVC PIPE 4 TO 12 INCHES IN DIAMETER SHALL BE PER AWWA C900-89 CLASS 150 psi (DR-18). PIPING LESS THAN FOUR INCHES IN DIAMETER SHALL BE PER ASTM D1784 AND D2241, PRESSURE CLASS 200 psi (SDR-21) AND APPROVED BY NSF FOR POTABLE WATER USE. 2. DUCTILE IRON PIPE SHALL BE CEMENT - MORTAR LINED, CLASS 50 MECHANICAL OR PUSH -ON JOINT AND SHALL MEET ALL THE REQUIREMENTS OF THE FOLLOWING ANSI/AWWA C 104/A.21.4; ANSI/AWWA C 111/A 21.11 (FOR RUBBER GASKET JOINTS); ANSI/AWWA C 150/21.50 (FOR THICKNESS DESIGN) AND ANSI/AWWA C 151 /A 21.51 (FOR D.I.P. MOLDS). 'I ,i 3. FITTINGS FOR P.V.C. PRESSURE PIPE AND D.I.P. SHALL BE OF DUCTILE IRON, MECHANICAL JOINT, CEMENT MORTAR LINED IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH ANSI/AWWA C110/A21.10 AND C111/A21.1-1. 4. INSTALLATIONS OF WATER LINES SHALL BE IN ACCORDANCE WITH ANSI/AWWA C900 (MANUAL M23) FOR it P.V.C. PRESSURE PIPE, AND C 600 FOR DUCTILE IRON PIPE. I' 5. ALL WATER MAINS TO HAVE MINIMUM COVER OF 36". II 6. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE SEWER WILL BE I 20' OF EITHER CAST IRON PIPE OR CONCRETE ENCASED PIPE, CENTERED ON THE POINT OF CROSSING. WHEN A WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF AT LEAST 10' SHOULD BE MAINTAINED; WHERE PRACTICAL. THIS REQUIREMENT APPLIES TO SANITARY AND STORM SEWERS, FORCE MAINS AND 11 REUSE MAINS. j I; 7. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 18" VERTICAL jj CLEARANCE BETWEEN PIPES SHALL BE MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 8. WHERE WATER LINES CROSS UNDER DRAINAGE PIPES WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE WATER PIPES SHALL BE OF 20' OF CLASS 52 D.I.P. CENTERED ON THE POINT OF CROSSING, OR CONCRETE ENCASEMENTS. 9. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED, CLEANED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS AND THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES. 10. HYDROSTATIC TESTING (PRESSURE AND LEAKAGE TESTS) SHALL MEET THE REQUIREMENTS OF THE ANSI/AWWA C 600, OR M23. Ij 11. DISINFECTIONS OF WATER MAINS SHALL COMPLY WITH ANSI/AWWA C 651. 12. DUCTILE IRON PIPE TO BE WRAPPED WITH POLYETHYLENE. j 13. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER LINES AND UNRESTRICTED ACCESS REUSE WATER SHALL BE 5 FEET. I 14. ALL SERVICE LINES OF 60' IN LENGTH OR LONGER SHALL BE 1 I; 15. POLYETHLENE PRESSURE PIPE SHALL BE PER AWWA C906. i I ,i Minimum Standards Construction In Streets, Road Rights -Of -Way& Parking Areas 1. OPEN ROAD CUTS REQUIRES PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY OTHER AGENCY WHICH MAY HAVE JURISDICTION. 2. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCEWITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS. 3. ALL AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS, MULCH OR SOLID SOD, AS STATED ON THE PLANS. 4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY HAVING JURISDICTION. i 5. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 6. TRAFFIC CONTROL ON ALL COUNTY AND STATE HIGHWAY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND DOCUMENT THE ACTUAL LOCATION AND EXTENT OF ALL EXISTING UTILITIES WHICH MAY AFFECT CONSTRUCTION. EXISTING UTILMES'iSHOWN ARE BASED UPON THE BEST AVAILABLE INFORMATION SUPPLIED TO THE OWNER/ENGINEER AND IS SHOWN FOR INFORMATIONAL PURPOSE ONLY. 8. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE (STARTING CONSTRUCTION. 9. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. I 11. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN 'ADVANCE OF CONSTRUCTION OPERATIONS. 12. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF, THE ENGINEER AND THE APPROPRIATE GOVERNMENTAL ENTITY. 13. ALL SLOPES 5:1 OR STEEPER SHALL BE SODDED, ALL OTHER DISTURBED AREAS SHALL BE SEEDED AND MULCHED. 14. ALL MUCK OR OTHER SUCH UNSUITABLE MATERIAL ENCOUNTERED WITHIN ROAD RIGHTS -OF -WAY AND LOT AREAS SHALL BE FULLY EXCAVATED AND REPLACED WITH CLEAN, ON -SITE FILL MATERIAL COMPACTED TO 95% MAXIMUM DENSITY. ACTUAL EXTENT AND QUANTITY OF EXCAVATION SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION BY APPROPRIATE FIELD MEASUREMENT. DISPOSAL OF UNSUITABLE MATERIAL SHALL BE AS- DIRECTED BY OWNER OR OWNER'S ENGINEER. 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND INSTALLATION. SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE 7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW TAKES PLACE. FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH SERVED BY THE BASIN. FROM FLOWING OR FLOATING ONTO ADJACENT PROPERTIES. 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO i BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED CORRECTED IMMEDIATELY. ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN TO DENUDED AREAS THAT MAY NOT 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN, CUT OR FILL SLOPES BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE OR OTHER PROTECTION SHALL BE PROVIDED. STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS THAT ARE SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON WITHOUT FIRST BEING FILTERED OR OTHER WISE TREATED TO REMOVE DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. SEDIMENT. PERMANENT VEGETATION SHALL BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE 12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORM WATER REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET INHIBIT EROSION. PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND i RECEIVING CHANNEL 13. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 14. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: (a) NO MORE THAN 5001 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. (b) EXCAVATED MATERIAL' SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. (c) EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOTE ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. (d) RESTABUIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 15. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END' OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR' SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHAD_ APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 17. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 18. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE. 19. EROSION CONTROL DESIGN !AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX Nos. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN 'STANDARDS. DESIGNED PRJ DATE 4-18-03 WCG I Neel -Schaffer, Inc. Professional Engineers 70519th Place, Suite G-3 lw(cciVero Beach, Florida 32960 7 -7%O-4707 R NEm'CISCHAFFER (fax) 772-770-464o # 000OM2 General Notes "River Oaks Preserve" Preliminary Planned Unit Development Plan / Plat City of Sebastian Florida y OCT 19 2004 SCALE SHEEP N0. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC DRAWN ESM DATE 4-18-03 N.T.S. 2 #2 ESM MISC REVISIONS PER IRC/COS 08-05-04 CHECKED RJM DATE RI J.4ELCHIORI, F.E. DATE' FL. REG. N0� 48947 NO.M #1 ESM MISC REVISIONS PER IRC/COS 03-18-04 APPROVED RJM DATE ,A�'JMOB N.01375.001 NO. BY REVISIONS DATE FILE NAME ROP-02.dwg of 12 SCALE= 1 " 200' SEBASTIAN HIGHLANDS UNIT 11 PLAT BOOK 7, PAGE 56 6'X 7' INDIAN RIVER COUNTY, FLORIDA WOOD UMP �X • • 15'RC DGE PAVEMENT r❑USE FOUND VREBAR 840,63' FOUND 4 X 4 ENTER SECTION 25 S 830251051E 444.10' (NOCONCAP) MONUMENT , ,o w Qw w.._..-.._ Co (NO CAP) S 89°54'55'E S 89°54'55'E S 89°54'55'E S 89°54'55'E 89°54'55E S 89°5455'E S 89°54'55'E • 884.55' 664.32' ( 664,32' W 663.15' .. _. 1 6.15' W SET 5/8'REBAR 1326,31' �cJ FOUND 4 X 4 14 -. W FOUND 3/4'IRON a 446ONCRETE,83' SET 5/8'REBAR - & CAP #3909 J MONUMENT S 83°25'05•E L5 &CAP #3909 w❑ _ _ � _ 0.72'N PIPE (N❑ CAP) L25 FENCE N 83°25'05'W H sE _ ,I 1292.40' SEBASTIAN HIGHLANDS UNIT 11 TOP D TC w In PLAT BOOK 7, PAGE 56 E -J J' ;� I __ I I INDIAN RIVER C❑UNTY, FL❑RIDA in o 0 5r d o 1 l V - I C- o C� _CD o CD CD Z` / L. !T W \Q� DGE PAVEMENT e s V 5 �41 -- Li`` W I- UNCRET�E1`NI0 UMENT S 89°49'44'E 1326,89MEAS w 1326,55'PLAT FOUND 4'X 4' 0- O _ .. U W ` C Il CAPS c(U S 100' ❑F THE N 1/2 ❑F THE NE 1/4 ❑F THE SE 1/4 �C❑NCRETE MONUMENT S o 11 1-2 . ti., m r1 = .� (N❑ CAP) w Aj 6'. O 1-3 o N Q ,_, ° r 0,06 N& 0.36 E �? o f �- L+- o ARCEL 1 1 M 1 5- r W of C- I o �N 3 T❑P DITCH N W 1 / 4 S �i 1 / 4 F �- T❑P DITC _ __ ? �` o S 89 48 39 E 1327.00 (Lj W I /ii 1 2'CMP Q t oft .� °o N M �- tU � Z, W r�- o CU NOT INCLUDED a0 -� 1-6 -i TE1P I2 CM6 POND # W F- T P DI C d- 1-7 I Z -� U W �. ° 2-1 1 o.--4 _ (U J/ p o \• 1 e-9 <./2-2 3 !` . Q a P Z W 1/ 2 W 2 _-� , F CU (L ' 2-4 OP ITCH ITCH ` " ALL ` ' EfQ E I l E / �i 1 1 E / 4 7 . NE 1/4 SW 1/4 WET D 1 4' �1. O- 11 11 [ ¢ ETLAND �n _ NOT INCLUDED -15 Sr. o �. 1-12,x� I 12- 2- ~�,. `-� , ,10 W LINE SECTION 25 ° L,J � � 6' .�. �.. f ` � _ 'r`�.-� 12- 2 =F - �`. Q. `--- T P DITC . a 12- 8 121001W 6. 12- 36' Mi'� �� 001/ \ f 11-1 I- �1-13B a� . PAR EL1�,e� �E 8 NI f `t o -� yi?. PER OR 12,84.,, PA.G��5�5 -- - 4,1' P ZI D B Lff�s 7 aGE--5. -------------------------------------------------- ,.t • 50' SEBASTIAN RIVER WATER CONTROL DISTRICT R\W S 89°59'06'W S 89°59'06'W L11 L10 L 89°42�3'W N 89°42'2 �W 6 6.9' al S 89059106 W 664,69 332.61 331,92 33 ,92 _ __ >� __ � -w_ __ _ _ 9 42'23'E 132�9 1329,38' 50' SEBASTIAN RIVER WATER CONTROL DISTRICT R\W ' ' ' N 89 2`23'\ 63,84` 8_ ' TOP DITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------------------- 6'---- - -- j ------ ---- --- ---- - -- - ❑P DITCH -- ------ u 12-i OI ©`BEGIN ING WOOD T LINE BEARING DISTANCE u� RO ¢ SW CORNS NW 1/4 f' F r L 1 N 00.161371E 40,00' N❑ T INCLUDED s o aq m P RSEL 2 % PUMP ,_ d' o w p THE SE 1/ = SETION%i 5 i ARCE L-S "f�!IJ . 2 REUSE Cl) v� 2 N 00.161371E 100.51' 6 6. m PEA: RB 84, PA „ SE fC❑RN`t", W i/4 ❑F ¢ ¢ L F M 12-i AND ORB 12 4, L 3 N 00.241361E 148.621 S oo#r ENCE AGE TF E 1/ SEE O 25 L 4 S 42.051491E 72.19' L 5 S 83 25 05 E ....... i `- ❑P D} C t w" 1w7 1w7 L 6 S 44.001061E 77.60' A L 7 S 441001061E 107.55' Q Z �2z- ¢¢ L 8 S 89.291521E 257,26' 3 Oa % Ur, �` - , P DI T H L 9 S 89.591061W 54.12' _ L 10 S 89059'06'W 138,98' d- H E3 -1 % Q - �- ` 11 S 89'591061W 138.98' Q T P DI LINE S TI❑N 2 L W (- 36 CMP <<s' L 12 S 00 12 49 W 55,83 Q = WETLAND 1 <<�: t 3 L 13 S 00012149'W 40,00' ,_,LD r- - L 14 N 00.14'431E 50.56' w Q w f ry w L 15 N 00°i4'43'E 241,69'L'j 3 w I�Y ""'--- %cn In ZD L 16 N 00 13 47 E 143.36 z SE 1/4 SW 1/4 �m o0 3 W u, In t ,� W F- \ o N L 17 N 00°13'47'E 143,36' ►-+ d• o Q n U-) Q m o (U U Ld o \ o 0o L 18 N 00.051421E 35,80' N❑T INCLUDED N`-' �` °' �` LY /j ° �o otU 3H�tU I�� oN �(U = o J f CD o .-. L 19 S 00 05 42 W 100.00 W o .� p N I J F-- I t 1CD z L 20 S 000051421W 40.00' 3 z z N A o .� J� o U Z 1 J T❑P Jul H ` e yI T ]P ITC to L 21 N 000111021E 40.00' (� N o Z J N V- L 22 S 00.09115'W 99,581MEAS o o� Z N ' `W L 22 S 000091151W 100,00'DEED '-' N; U �-- N Q L 23 S 00.09115'W 40.00' �--� O z z L 24 S 44°00'06'E 63,34' Z ti ¢ ¢ J till L 25 N 830251051W 48,22' Z J 3 W La' ¢¢ L 26 N 42.05149'W 147,61' Q- - o L 27 N 00.141431E 40,00' ¢ J w 1•r' . Q ¢ w ESE- _ �. s L 28 N 89.29'52'W 75,00' N � pq m-- W w o L, N L 29 S 890531071W 75.00' Q o� a - -_ ....._ S 4-- TREE SSE / 4 L 30 N 000111551E 40,00' PCI F - . M L,- GARAGE ESID i w Q oo N o PaL C NT IN 5§.,391 ACES ❑ U N T Y R ❑ A D 510 - 8 0' RIGHT ❑ F WAY -I I i ¢ 3 TOP DITC is EDAR30 OAK f EXC I uD NG CANA `,RIGIT lF' �/AY C r I- U , i �. O'CMP 1255.10 w 30 332.26 664 51 13353' S 89°53'07'W L29 L28 �� L8 N 89° 9'52'W 89 29 52 W 6 CM _ __ --- 1329.04 N 89 29 52 W _ 3� 26 25 S 89°53'07'W e ° L27 L13 2 Ll---------- --- - ---------------- D -- - - - - - - - - - - - - - - --- - - - -- ----- - - - - -- - - - - -- - ----- - - - - - - - -- - - - -- - - - -- - - --- -- -- --- -- - - - 1330.12' L13IT 8 FOUND PK NAIL 1330.13 .._ ..-.. ..-.. ..-.. .._ 35 36 & DISK 'LB-205' S 89°53'07'W S 89°53'07'W �N 89°29'S2'W N '2 'S2'W TN 89°29'S2'W S LINE SECTI❑N 25 96'CM ;; 'CMP 24'RC 36 31 FOUND 5/8REBAR DGE PAVEMENT I / & CAP 'LB-6905' FOUND ',1/2'REBAR FUND 31OFFSET EAST & CAP ''LB-205' PK NAIL & DISK 'LB-205' PARCEL. OWNER INFORMATION PARCEL # 1: FRANCIS LITTLEBURY DANCY (TR)(1/2) CLARA VINING DANCY (TR)(1/2)is PO BOX 457 FT. PIERCE, FL 34954-0457 PARCEL #2: GRAVES BROS. CO. PO BOX 700277 WABASSO, FL 32970-0277 PARCEL #3: RAYALL GROVES INC. PO BOX 700095 WABASSO, FL 32970-0095 PARCEL #4: MARGARET A RAYALL PO BOX 700 651 WABASSO, FL 32970-0651 DESIGNED PRJ DATE 4-18-03 �, WCG Neel -Schaffer, Ina Existing Conditions SCALE SHEET N0. Professional Engineers OCT 1 9 2004 48 HOURS BEFORE DIGGING +> > CALL TOLL FREE DRAWN ESM DATE 4-18-03 y. 170519fh Place, suite G-3 River Oaks Preserve , =200 3 1 800-,1 2-• 1-70 #2 ESM MISC REVISIONS PER IRC/COS 08-05-04 CHECKED RJM DATE Vero Beach, Florida 32960 � -- 772-n0 4707 PreliminaryPlanned Unit Development Plan Plat My� u OR /� 1A�'JOB N0. SUNSHINE STATE ONE CALL #1 ESM MISC REVISIONS PER IRC/COS 03-18-04 APPROVED RJM DATE NEELoSCHAFFER (fax) 77Z-77O-4640 RI J..IVI ��r-�wnj� P'E• D~�: IIIIIV01375.001 OF FLORIDA, INC. DATE FILE NAME ROP-03.dwg 00009582 Clty Of Sebastian Florida FL, REG. NO: 48947 of 12 NO. BY REVISIONS C) U v� 4) z 0 a. ul It G N N W 0 J 0 CL 0 a 0 0 L M 0 z v 2 g F_ I Lot 209 Lot 210 I I Lot 211 I Lot 212 i Lot 213 I I Lot 214 DEVELOPMENT /WAIVERS A-1 (IRC) RS-10 (COS) PROP PUD-R (COS) MINIMUM LOT SIZE: 200,000 S.F. 9,500 S.F. 7,150 S.F. o Lot 190 {# MINIMUM LOT WIDTH: 150 ft. 80 ft. 55 ft. PHASE I - START/END CONSTRUCTION AUGUST 2004/JULY 2005 MINIMUM LOT FRONTAGE: 30 ft. 30 ft. 30 ft. Lot 207 Lot 206 Lot 205 Lot 204 Lot 203 Lot 202 I I PHASE II - START/END CONSTRUCTION AUGUST 2005/JULY 2006 MINIMUM YARD SETBACKS: Lot 201 Lot 200 ;' I PHASE III - START/END CONSTRUCTION AUGUST 2006/OCTOBER 2007 -FRONT: 30 fL 25 ft. 25 fL Lot 192 Lot 199 Lot 189 i I -SIDE: 30 ft. 10 fL 7.5 ft. Lot 179 Lot 198 I TRAFFIC STATEMENT RJR: 30 ft. 20 ft. 25 fL Lot 197 POOLS/POOL ENCLOSURES: --- Lot 176 I TOTAL D.U. - 366 -FRONT: 25 ft. 20 ft. 20 ft. Lot 196 Lot 193 _ I ADT = 9.57 TRIPS/D.U. = 3,503 TRIPS PER DAY -SIDE: 10 ft. 10 ft. 5 ft. Lot 195 Lot 188 , . ,tom - _ _ ' -REAR: 10 fL 10 ft. 10 ft. ��- ; Tr t - I ENTRANCE / EXIT - 1,751 ENTER I 1. A Lot 180 I o PM PEAK HOUR 1,752 EXIT PATIOS:FRONT: 5 fL 5 ft. 5 ft. I 10 P.U.D. I o PMPH TRIPS - 10 fL 10 L1.01 TRIPS/D.U. 370 PMPH TRIPS -SIDE: 5 fL 5 ft. 5 ft. t 194 EASEMENT oft. ft. Lot 229 Lot 230 Lot 231 Lot 232 I I Lot 233 / Lot 187 �� } Lot 175 � � ENTRANCE EXIT = 64/36 DECKS: -REAR: 5 Lot 234 10' P.U.D. `� N - 133 EXIT EASEMENT Lot 235 Lot 245 \ -FRONT: 5 ft. 5 ft. 5 ft. Lot 181 -SIDE: 5 fL 5 fL 5 fL J -REAR. 5 fL 10 ft. 10 fL 10 P.U. Lot 246 Lot 186 I MAXIMUM BUILDING HEIGHT: 35 fL 25 ft. 25 ft. EASEMENT Lot 174 I DEVELOP A 366 SINGLE FAMILY PLANNED DEVELOPMENT WITHIN A 147.74 MAXIMUM LOT COVERAGE: Lot 244 Lot 247 \ ACRE SITE ADJACENT TO THE NORTH SIDE OF C.R. 510 AND APPROXIMATELY -BUILDINGS: 20X 3DX 40% Lot 185 Lot 182 -IMPERVIOUS AREA: 4OX 55% 55% Lot 228 Lot 227 / // EA P.U. I 3/4 MILES EAST OF 82ND AVENUE. MINIMUM SEPERATION DISTANCES: Lot 226 � / Lot 248 \ / EASEM / I Lot 225 Lot 184 PUE JC FACILITY IMPACT STATEMENT I -BETWEEN RESIDENCES: 30 ft. 20 fL 15 ft. Lot 224 � // Lot 249 � // Lot 173 I MINIMUM OPEN SPACE: Lot 223 Lot 243 r����` \\ // I THE PROPOSED PROJECT HAS BEEN DESIGNED WITH AND IN ACCORDANCE WITH THE / -LOT: 60X 45% 45% Lot 183 { REGULATORY REQUIREMENTS OF THE AGENCIES HAVING JURISDICTION OVER THE SAID i Lot 250 I -PROJECT: 40X 50X Al - r ���� Lot 172 PARCEL. AS SUCH, IMPACTS TO PUBLIC FACILITIES, Le. TRANSPORTATION, UTILITY, MINIMUM R.O.W. WIDTH: 50' 50' ' _ r r 0, I DRAINAGE, PUBLIC SAFETY, PUBLIC HEALTH, WILL NOT. BE ADVERSELY AFFECTED BY I _ / Lot 251 F-PROPOSED Y�ELO_PMEI�IT. II _ Lot 242 / ENT \ '` S89'49'44" I Lot 215 � / 10� . � I E I r I Lot 171 L= 1326.90' Tract C Lot 252 I Lot 218 4.73 Ac. \\� \ PHASE 11 PHASE III 125' LANDSCAPE Tract 'T' I I Lot 217 Lot 219 � � Lot 241 // `� . I � � BUFFER �' 4.56 Ac. Lot 216 I I Lot 220 Lot 221 i i _ Lot 253 Lot 170 Lot 222 Lot 240 r _ \ Lot 254 Lot 169 //��- \ - - - - ' - - - - - - - - - - - _ -I- - - - - - - - - - - - - - - - - - - - - - - - - / ` \\ � �--------� _--- __-_- _ % �i % �� / \� � Lot 168 of 16 `---------------------------------------------------------- Lot 255 L 7 Lot 145 i I \\ \ EM 10 `����`\` / � � Lot 276 \ \ �\ \�;; Lot Lot 239 ` \ i Lot 275 \\��\ / `I�\ Lot 256 \ Lot 165 Tract 'D' / Lot 146 Tract 'E' r i� / Lot 277 \ `� of 164 3.17 Ac. I I 25' LANDSCAPE `�`� 2.38 Ac. \ \ \ Lot 163 BUFFER `�`� I I ��\ I Lot 274 \ ��\ Lot 257 \ Lot 162 )J Lot 258 Lot 161 ) I ♦ I � Lot 273 �� � �� � Lot 160 -\\-'� �� � / -•---- --- �'� .. .. 10 P .D. /�' Lot 147 ---------------- I Lot 278 �`:. ���� . Lot 159i ----------- Lot 259 \ Lot 272 \ Lot 260 Lot"158 , I \\ Lot 148 PHASE PHASE I Lot 271 / Lot 157 \� ♦ j - Lot 156 Lot 14�\ \ / Lot 142 t Lo 236 Lot 237 Lot 238 ♦ Lot 279 \ Lot 270 � � \�`��� Lot 341 � Lot 155 � \ Lat 280 \ � � P• I / of 340 \ \ Lot 269/ � \ I r Lot 261 Lot 339 � Lot 154 Lot 153 Lot 150 Lot 141 /- I I \ Lot 281 P.U.. Lot 338 , Lot 140 �- \ //Lot 268 / Lot 337 \ Lot 152 / \\ ♦ \ -at 282 ♦ �� \ Lot 283 Lot 267 Lot 262 \ Lot 342 Lot 335 \ Lot 151 Lo# 13�` \\/j�� Ij ♦ \ Lot 334 � Lot 266 � � � �� �D-, Lot 333 ' I � Lot 284 i \ Lot 138 , MENT iIi Tract 'r \ Lot 265 Lot 343 �/ ����� Lot 332 0.77 Ac. Tract 'G' ` Lot 285 of 264 / / �\\ \\i Lot 331 3.02 Ac. \ Lot 263 ��� ���,\ Lot 330 Lot 137 \ Lot 286 \ , _ , \ , Lot 329 Lot 287 \ Lot 344 �, �` \ Lot 136 \ ` Lot 345 , Lot 328 �� � \ �� \ Tract T Lot 288 t Lot 346 w U.D. \ 1.07 Ac. / Lot 347 ��� `��� Lot 327 Lot 1 5 / ` E NT II' \ Tract 'H' Lot 289 \\ -------- ---- 3.49 Ac. -1 ` Lot 290 Lot 348 \ . , \� , Lot 349 �� P. � � Lot 326 // \ // Lot 134 - - - - L= 1990.63' 25' LANDSCAPE Tract 'A' BUFFER 1.79 Ac. Lot 191 1 L t 208 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. #2 #1 NO ESM ESM BY - - - - - - - - - - - - - - -� Lot 178 Lot 177 ii ODNSTFUCTIM 801 START CONSTRUCTION: AUGUST, 2004 II END CONSTRUCTION: OCTOBER 2007 I. I tt �kF North SCALE= 1 " 120' SITE INFORMATION SITE DATA TOTAL SITE SITE AREA = 6.436,564 91. - 147.74 Ac. 55' WIDE LOTS - 266 70' WIDE LOTS I. = 100 DENSITY - 366 DU / 147.74 AC = 2.48 DU/ACRE REQUIRED OPEN SPACE - 3,217.782 s.f. - 73.87 Ac. i PROPOSED OPEN SPACE LOT AREAS O 30% (max) = 1.000,935 s.f. - 22.98 Ac. LAKE AREAS 0 30% (max) = 965.335 s.f. - 22.16 Ac. (TO WATERS EDGE) PRIVATELY OWNED IMPERV. AREA - 605.471 s.f. - 13.90 Ac. (PAVED ROADWAY do SIDEWALKS) TRACTS 'A', 'F' 'G' 'H' 'I', We 'L' = 987@741 s.f. - 22.68 Ac. 'M', 'N , 'Pr, V. 'T' TOTAL PROVIDED = 3,559,482 91. - 81.71 Ac. TRACTS: A- NATURAL PRESERVE -OPEN SPACE - 77,972 s.f. - 1.79 Ac. B- STORMWATER MANAGEMENT -LAKE AREA - 47,916 s.f. - 1.10 Ac. C- STORMWATER MANAGEMENT -LAKE AREA - 206,039 s.f. - 4.73 Ac. D- STORMWATER MANAGEMENT -LAKE AREA - 138,024 s.f. = 4.56 Ac. E- STORMWATER MANAGEMENT -LAKE AREA - 103,673 s.f. - 2.38 Ac. F- UPLAND BUFFER -OPEN SPACE = 37,462 s.f. - 0.86 Ac. G- UPLAND BUFFER -OPEN SPACE - 131,551 s.f. - 3.02 Ac. H- UPLAND BUFFER -OPEN SPACE - 152,024 s.f. - 3.49 Ac. I- UPLAND BUFFER -OPEN SPACE - 46,609 s.f. = 1.07 Ac. J- STORMWATER MANAGEMENT -LAKE AREA = 195,149 s.f. = 4.48 Ac. K- P.U.D. EASEMENT -OPEN SPACE = 400 s.f. = 0.01 Ac. L- NATURAL PRESERVE -OPEN SPACE - 150.282 s.f. 3.45 Ac. M- RECREATION -LANDSCAPE -OPEN SPACE - 8,276 s.f. - 0.19 Ac. N- NATURAL PRESERVE -OPEN SPACE - 132,858 s.f. = 3.05 Ac. 0- STDRMWATER MANAGEMENT -LAKE AREA - 102,802 s.f. = 2.36 Ac. P- RECREATION -LANDSCAPE -OPEN SPACE - 17,860 s.f. 0.41 Ac. Q- RECREATION -LANDSCAPE -OPEN SPACE - 33,977 s.f. 0.78 Ac. R- STORMWATER MANAGEMENT -LAKE AREA - 104,544 s.f. - 2.40 Ac. S- STORMWATER MANAGEMENT -LAKE AREA = 435,600 s.f. -10.00 Ac. T- UPLAND BUFFER -OPEN SPACE - 198,470 s.f. - 4.56 Ac. TRACTS 'F', 'G', We T, 'N' do 'T' ARE SUBJECT TO A CONSERVATION EASEMENT IN FAVOR OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PURSUANT TO SECTION 704.06, FLORIDA STATUTES. PHASE I SITE AREA = 2,251,732 SF - 51.69 AC - 34.99% DENSITY - 116 DU/ 51.69 AC = 2.24 DU/ACRE PHASE II SITE AREA - 2,451,899 SF - 56.29 AC - 38.1OX DENSITY - 133 DU/ 56.29 AC - 2.36 DU/ACRE PHASE III SITE AREA 1,731,933 SF - 39.76 AC = 26.91 X DENSITY 117 DU/ 39.76 AC - 2.94 DU/ACRE ZOMNQ - CURRENT 1CM RIVER COUNTY Lot 291 ` \ / { ♦ Lot 292 Lot 350 A-1 Lot 351 ' 25 LANDSCAPE // � \ / Lot 325 � .�� Tract c Lot 133 \ / SEBASTIAN BUFFER I / \ / .48 Ac. 10' U. `� ZOMNyI - CRY OF Lot 293 Lat 53 of 294 /Lot 352 \\ \ III Lot 54 Tract K' Lot 295 \ // \� � �� Lot 324 \ `� � I i PUD-R Lot 52 Lot 353 \`\ `��\ Lot 132 \�\ j�p LEE - CL W AN F711VM COUNTY 0.01 Ac. Lot 296 \ � 11 `� � ��� Lot 323 � � I I, RESIDENTIAL Lot 51 Lot 297 ` Lot 131 \ I OF SEBASTM Lot 298 \ i Lot 354 \�\ ` \ �� III LAND 118E - CITY Lot 55 Lot 50 Lot 49 / ` Lot 299 \ j � ` ���� Ili I Lot 355 � � �� Lot 322 \ \� I� L.D.R.' { Lot 48 Lot 47 ` Lot 300 ��\�\ \\ Lot 130 i ii BUFNEYOR Lot 46 Lot 301 Lot 356 Lot 321 ��`; iIi DAVID M. JONNS Lot 56 Lot 45 ` \\ i I i N PO Box 650674 Lot 44 Lot 302 Lot 357 \��` �� Lot 129 �1; II VERO BEACH, FL 32965 o Lot 320 o (772) 567-9875 Lot 57 Lot 43 Lot 303 k ` u V' Air Lot 358 9:As' Lot 82 ��� Lot 128 X. Lot 42 Lot 41 Lot 40 Lot 311 04 \ `� 11 I WCG�NEEL-SC}1AFFER, INC. Lot 83 Lot 39 ` Lot 319 2145 14TH AVE,SUITE 24 '' Lot 58 Lot 84 Lot 359 i :`•:''' Lot 85 Lot 38 , I' Lot 127 I L-I �2 770-4707 O BEACH, FL 32960 Lot 86 / Lot 305 Lot 360 ��`� ii I W { ) Lot 59 Lot 87 \ Lot 37 \ �\�\ I i Lot 318 { { to $ '�$ 25' LANDSCAPE BUFFER Lot 81 Lot 88 - Lot 36 { Lot 306 Lot 361 ��`�) Lot 126 I THE SOIL TYPES AS DETERMINED BY THE SOIL SURVEY OF { INDIAN RMDt COUNTY, FLORIDA FOR THE YEAR 1984 ARE: Lot 60 Lot 89 Lot 307 Lot 317 EAUGAWE FINE SAND Lot 35 Lot 362 H OLDSMAR FINE SAND Lot 71 Lot 90 3.3 Ac. Lot 125 RMERA FINE SAND Lot 80 :''��''.�£ :•:13•: �:> / I I \ � \ � Ll • • • • • • • • Lot 91 Lot 92 Lot 93 Lot 34 �' Lot 308 I V, WABASSO FINE SAND Lot 61 `?' '' rwsr I I \ Lot 363 RMERA FINE SAND, DEPRESSIONAL 72" I I Lot 94 I Lot 316 Lot 124 I Lot 72 Lot 33 Lot 309 I FLOOD ZONE Lot 79 j , Lot 364 Lot 62 --- Lot 95 \ I THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'AE', 'X' ..... • • • • ? ` : 10 P.U.D. Lot 73 / _ - \ Lot 32 Lot 310 Lot 365 Lot 123 PER F, LR.M. PANEL No.12061 C0O9OE, DATED MAY 4. 1989. EASEME \ I FLOOD HAZARD WAFiMK1 cv Lot 78 r� ENT �`:`� Lot 96 I 25' LANDSCAPE Lot 3 / \ Lot 31 ;'':' Tract 'Q' r r I Lot 311 Lot 366 / BUFFER THE PROPERTY MAY BE SUBJECT TO FLOODING DURING A Lot 122 i Lot 74 0.78 Ac. i ` \ Lot 97 100 YEAR BASE FLOOD EVENT. YOU SHOULD CONTACT Lot 64 Lot 77 / /�/ \�\�\ \ Lot 30i ♦ Lot 312 \ I LOCAL. BUILDING AND ZONING OFFICIALS AND OBTAIN THE Lot 75 LATEST INFORMATION REGARDING FLOOD ELEVATIONS AND .. \ /\\\ Lot 98 Lot 29 , \ Lot 121 I RESTRICTIONS ON DEVELOPMENT BEFORE MAKING PLANS Lot 313 \ I FOR USE OF THE PROPERTY. Lot 65 r Tract 'R' ;. \ \ 2.38 Ac. \\�\ Lot 9 j // Lot 28 Lot 314 \/ Lot 120 PEFOAM REO Lot 76 \ I CITY OF SEBASTIAN PLANNED UNIT DEVELOPMENT Lot 66 \ Lot 116\\\ dot 100 ♦ Lot 315 I CITY OF SEBASTIAN CONCURRENCY PERMIT Lot 27 CITY OF SEBASTIAN COMPREHENSIVE PLAN AMENDMENT / 10 10' D ���� \Lot 119 I CITY OF SEBASTIAN REZONING Lot 67 Lot 26 La \� I N.P.D.E.S. CONSTRUCTION r \ t 101 / ': >`5i Lot 115 Lot 114 INDIAN RMD2 COUNTY UTILITIES \ Lot 68 \ Lot 113 _-------- \ Lot 118 \� I S.J.R.W.M.D. ENVIRONMENTAL RESOURCES PERMIT ` L t 112 Lot 25 , 10 PUD I D E.P WATER MAIN I D.E.P. ' SANITARY SEWER 1 Lot 110 I I Lot 117 EASEMENT Lot 69 Lot 111 3,I .icc :::::•::: \ � Lot 1091 / I WATER SMAICE i... � � `� Lot 70 lot 108 Lot 107 Lot 106 Lo 05 t 1 Lot 104 Lot 103 Lot 102 Lot 24 I ''" ` f � � �`�`. EXISTING 16„ D.I.P. WATER MAIN PER `: • INDIAN RIVER COUNTY UTILITIES .. Lot 1 i I i Tract S � Tract 0 , Lot 2 SEWER 80LlRCE _ 10.00 Ac. i�;:i:;:;i::;i;';:�i;�:�:� :. Lot 3 _ i •.X. , 2.36 Ac. j i I Lot 4 Lot 5 // / -� Lot 23 i EXISTING 12 FORCE MAIN PER . - - - INDIAN RIVER COUNTY UTILITIES ... \�� ; I I /Lot 6 Lot 22 I STATE M T� ::•::•::::i;ii;i' Lot 7 Lot 21 �` i I - / / Lot 8� Lot 20 I PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME :::•:.:::::::::.::.:::`: '.' `.' ... I I Lot 9 Lot 10 Lot 19 i I I I Lot 11 Lot 12 Lot 13 Lot 14 Lot 15 Lot 16 Lot 17 Lot 18 I IN WRITING, ON A FORM ACCEPTABLE TO THE CITY I •:::•:::; .. `:`' `':' `::: \� I ► ATTORNEY ALL COMMITMENTS RESPONSIBILITIES AND :..... OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO --------------"----------- -- 25' LANDS E GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION :<Y" '?' <"<:'>'- - - - - - - - - - - - - - - - - - - - - - - - BUFFER OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL AMON NOW T OF WAY DEDIC 40 ADDITIONAL ROW NAL TED TO INDIAN RIVER COUNTY AS UTILITY L- 2327.80 {jrI ALL ROAD FIGHTS' --OF .WAY ARE DEDICA R ........:::.�::::::.�::•:::•:::•:::::::::.�.�:.�:::.�:. EASEMENTS, 1rIDU1N R4`1FR COUNTY HAS THE RIGHT TO CONSTRUCT, OPERATE AND N89'29'52"W {� MAINTAIN WATE-R AND SEWER UTILITIES WITHIN SAID RIGHTS -OF -WAY DESIGNED PRJ DATE 4-18-03 WCG I Neel -Schaffer, Inc. Conceptual Plan SCALE SHEET NO. r DRAWN ESM DATE 4-18-03 Professional Engineers OCT ,1 '9 2004 1705 >sth Place,,e G-3 River Oaks Preserve 1 „-120' MISC REVISIONS PER IRC/COS 08-05-04 CHECKED RJM DATE Vero Beach Florida .92960 u '772-770-4707 Preliminar Planned Unit Development Plan / Plat 4 MISC REVISIONS PER IRC/COS 03-18-04 APPROVED RJM DATE NEERoSCHAFMR (fax) 772-770-4640 I' K J. CFi�ORi, P.E. DATE: JOB N0. REVISIONS DATE FILE NAME ROP-04-11.dwg # 00009582 City of Sebastian Florida FL. REG. NO: 48947 WN•01375.001 OF 12 I� 176.10' 70.85' 7- N 210.64' I - _j 74.7 N r; Z a to N 0 N 0 a J 0 cL 0 g 0 LO n aIt: i 2 ,g r� °° I I 70.00' _4 15225L '- 70.00' 70.95' 73.98' Tract 'A' an 2g' 73.98 73.98' 1.79 Ac. IF - Lot 209 73.s8'-1 o Lot 191 `� \ Lot 178 23,113 S.F. I Lot 208 F -1 F - 73g8. I 9'456 S.F. I i I 22 729 S.F. 11,026 S.F. Lot 190 I o , , I , I \ IIII I o \\ o Lot 207 o Lot 206 o Lot 205 Lot 204 73'98'- I ^ 9,433 S.F. I I 9,119 S.F. 9,119 S.F. 9,166 S.F. 9 305 S.F. Lot 203 o I Lot 202 � 7398' - �12- -� \ �•\ I I I I 19,305 S.F. 9,305 S.F. Lot 201 k I - - - a -� i � \ \ _ I I I I I19,305 S.F. � Lot 200 � � � 73s ' � I i I i \ \� 5 43.0 \ I L� -J L� �J L l� O I Lot 192 I N / 5 a• �1 L 9,305 S.F. Lot 199 `� I ( - ' ' \ \/ %K - I �' 73s8• 9,866 S.F. I Lot 189 Lot 179 �' \ L 9,305 S.F. o / I ,6 6 46 L 10,752 S.F. 18,109 S.F. 6�. Lot 210 �0 9 ' 70.00' 70.00' S3.34' 4 ' 69.05' 69.05' 69 0 ' J L _ Lot 198 / 74.27 , , 13,737 S.F. U 5 ss.o L 9,305 S.F, o0°a'- J L i 5' Lot 137 l N - - - _ s9.05' 9,309 S.F.O J A o.ou~- _/ ; �� s9 Os' /�CIO Lot 196 � / � ' �� i i I "q_ 9 47- Lot 193 TOR WAT 60.00' 70.00' 70.00' 1 .1 81.92' 92.73' 69. 9,309 S.F.Sc Lot 195 10,151 S.F. / r Lot 188 ' '� - °5' J / MAN EME fi - 92.73 • s9 110,416 S.F. II �' 9,947 S.F. M ; ; Tr t B j i = Lot 211 1 I- -1 F F �I - - a ss.64, Os % ; 1. Ac. \ �Lot 180 o Co �, - 9 6 pis , + w 10,079 S.F. o j J 10,725 S.F. � I I I I I I I � � 9.Os� � i � � � � � � � ; �+ 10 P.U.D. - 1553s Lot 229 I Lot 230 I Lot 231 Lot 232 Lot 23 I I °' 120 �° 11 Lot 194 ; ; `� F�FNT 1),728 S.F. 10,049 S.F.^ 10,302 S.F.- I 13,351 S.F. �I 3 02 394 S.F. l Lot 187 1 i is.92'- 13,418 S.F. � � Lot 234 � ( � � � 10 76i S.F.- 10 P.U.D 13,956 S.F. ' ( 8 10 Lot 212 oL f o r, s. I l - -1 (-- - EASEMENT Lot 235 Lot 245 1s' 1 ad 10,877 S.F. ---� L - L _ _ J I 14,557 S F. 12,409 S.F. Lot 181 L d g9 i i 15570' 1 85.11' 70.09' `� I �, 8' 1s• 38 �� ;`�, / 11,534 S.F. / N- . 93.94 91- 85.1 84.87' 4 10 P.U.D. 92.83' 94.26' 22.3 ' J / Lot 246 �� D Lot 186 - - S ► - 2 71 8574' J I 8' ,s �' �1�,101 S.F. \ °°' \ ° / t Lot 213 0 - - 4• 10,185 S.F. o 10,872 S.F. Lot 244 10 %� 81 14, Lot 247 / Lot 228 I I s514' `� O 10,213 S.F. 10,185 S.F. I a, j 'os86 _, '�° Lot 185 �o < Lot 182 155� 1 p 049 S.F. Lot 227 '� a % s / 9,926 S.F. 1�\P.U.T)'?• 10,262 S.F. ' 12,322 S.F. Lot 226 �9 ?s.20, Lot 248 �� \ \ EASEMENT M I 13,022 S.F. �' Lot 225 k O 10,185 S.F. \� �� a � Lot 184 Lot 214 J - JI 14,211 S.F. Lot 224 �s. '''s• \ '\� /\ 89� \/ Lot 17: L ' /� 20• / s�, 10,030 S.F. �• ��ti / 10,474 S.F.. . `" � -- -_ J '' � 15,282 S.F. � � � � / � � \ � � % Lot 49 � � � \ , �, � \ 10,209 „ ,° L ' Lot 243 10,18 S.F. 133ss'- �" 59.06' 84. --� Lot 223 / 10,373 S.F.�s. ��� 12 ' /L 15,358 S F. L l / 20 e� \ �\ - 84.1 /� \� Lot 183 °o F 02 J / / \ \ % Lot 250 /\ s�• 10,880 Sh� - 84.12. \ °� / / 10,185 S.F. \ �/ / / 10 U.D. S?0• o % \ \ .,oLot 172 I 84.12. EAS MENT 9,786 S.F. 37.18 80. 74' Lot 242 \ \ Lot 251 's• e,. °� s6•a Lot 215 > s2 71. a� 80.74' 59.07, l 9793 / \ �s/ 10,185 S.F. 16 428 S.F. - 8 38•,S.F. . "6 / STORMWATER 10 P. ' / I- 0.74o� ^`?' MANAGEMENT MENT \ \ \ 8 / 8 \ \ Lot 252 /Lot 171 �o °•7 %� / Tract C / �\ 's• �,. 6 Lot 217 c Lot 218 � ^' / / 4.73 Ac. \\\ 0 \10,185 S.F. \ \ Lot 219 s�.62, / 110,528 S.F. 10,058 S.F. Lot 241 \ / Lot 216 C.14 110,058 S.F. Lot 220 40 9,793 S.F. / \ \ \ s0 / k � � � •� � %� Lot 253 � e, • s \ / 16,693 S.F. �I �� 10,058 S.F. o w / \ \ s2o, \� , 9• \ V Lot 170 -J Lot 2210 \ 10,185 S.F. s• o - 110 058 S.F. / / \ ° \ �'�. 10,788 S.F. 73s1' Lot 222 ^ / / / \ \ \ \ �98 \ 191.18, 73.61 �� 3� 73.6 11,367 S F. Lot 240 i - �� �1, \ ` \ \ \ \ s�o, \/ Lot 254 9, \ Lot 16 j l 9,793 S.F. /� �� \ \ \ �� \ 10,185 S.F. �, °9• 10,569 � SEMENT \\ \ 's \� 6s \ 10 P. 5 / / / / Lot 276 \ \ \ \ 2p. \� Lot 255 .��. 9'• o , \\ \ // 12,681 S.F. `� Lot 275 \` \ 9 690 S.F. \ 9 \ \ STORMWATER Lot 239 / h s 12,649 S.F. \ MANAGEMENT ^ W, 8 S.F. // / / -I I �, �� % ,;�• \ Tract E 1 / / Lot 277 ` \ \ Lot 256 co �, '30� , / / // 9,410 S.F. \ 2.38 Ac. I I o / 12,681 S.F. , 43' 4 ✓ s \ \ \ \ < o 65 3>> LO Lot 274 \ \ \ \ \ Lot 257 -43.81� _� 10,260 S.F / \ \ \ \� \ '9og. V 9,440 S.F. 6` \ \\ I I fie: I I ` ` •` SS \ \ \ \ / \ oo, \ \ \ \ Lot 258 l \�-----------------------------%I \ \�� I41 Lot 273 �\ \\ \ \ \ / 9,423 S.F. - - - - - - ---------------------- \- 1 W �,• 7,476 S. ssp \ \ \� �909• �, Lot I Lot 278 ' °• % p \ \ 10 P. � \ `\ 70.00' 70.00' 90.00'f_ I 12681 s?se, /� of 272 \ \ \ 9 76� SF 48 HOURS BEFORE DIGGING GALL TOLL FREE 1.800-432-41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 6 I I Lot 238 ) 9L4142S F. I 11,566 S.T. Lot 236 I I 1 L 13,039 S.b-SF. / ' 4.8 65.00' \ � c I ;0( \ ��. Ste, rn� I #2 ESM MISC REVISIONS PER IRC/COS #1 ESM MISC REVISIONS PER IRC/COS NO. BY REVISIONS 13e Tract 'F' 0.77 Ac. DESIGNED DRAWN 08-05-04 CHECKED 03-18-04 1 APPROVED DATE FILE NAME PHASE Tract 'G' 3.02 Ac. PHASE I • \ / 7,150 S.F O / Sp° 1-, \ \ \ \ 90), \ \\ \ 5 I of 271 �\ \ \ 3 � � \ 39.68' �s t7,150 S.F( 2.12' Ssoo \ 45.0 _ Op. / ss /�' of 270 /\ \ \ Lot 279 °p' '1,150 S.F \ \ 12,605 S.F. I Lot 280 8 718 S.F ss of 269 \ of8 °O' 7,150 S.F 2 1 �! /\ s \� \ , �I,150 S.F !; spo,'' > sss�, P.U.D. op. Lot 268 \ Lot 282 9,028 S.F. 65 51.31 �150 S. F s o o > 54 ^ Y�';o 5°0• e� Lot 267 \ / Lot at 283 /\ '8' \� 6s>>' 9 254 9 206 S.F. S. lie , at 284 Lot 266 r7,150 S.F 9,206 S.F. 9• S GS oo, 9 Lot 265 of 285 9,158 S.F. Lot 264 \� 150 S.F. \ f SS °• / B� s• 65 , < / // po• �s. 150 S. Lot 2 s \/ Lot 286 \ \ ss ` 9,616 Spp• 8,607 S.F 2� � s,1 ¢ 3 • \ / Lot 287 6s Ss.°o' Sao 8,785 S.F. > 45, �O so00, Tract 'I' \ Lot 288 ss 1.07 Ac. �'s • 8,785 S.F.°. % 9 ' 550 Tract 'H' , a. ? /� Lot 289 ° SD 3.49 Ac._ \ _ / / 8,785 S.F. 00, - 1152V 9 Lot 290 <<r 8,745 S.F.o Lot 291 _ PRJ DATE 4-18-03 WCG I Neel -Schaffer, Inc Professional Engineers n0519fh Place, Suite G 3 mar ,,,: " ,. .. Vero Beach, Florida 32960 772-7764707 NEEIM-SCHAFFER (fax) 772-770-4640 # 00009582 PreliminaryPlat-NW 1/4 Section "River Oaks Preserve" Preliminary Planned Unit Development Plan / Plat 11 City of :Sebastian Florida T _1 9 Z004 SCALE SHEET NO. ESM DATE 4-18-03 1 "=60' -- 5 RJM DATE RJM DATE R �. M CHIORI, P.E. DATE REG. O� 48947 JOB N0. M WN.01375.001 ROP-04-11.dwg OF in 1G i 48 HOURS BEFORE DIGGING CALL TOLL FREE 1 800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. ESM ESM BY MISC REVISIONS PER IRC/COS MISC REVISIONS PER IRC/COS REVISIONS 8,745 S.F Lot 291 P,887 57 69, ,164 S. ° �, sue, = s?sg• 68 �3 1100 Lot 291s500 \ ss8j �o \ 9,616 F. S' I °0' Ss• 8 8' of 293 sso0, Lot 53 i' �s 9/616 S.F. / 0. i 11,548 S.F. s8• oo Lot 294 ss zo \ �; 150 SF � � •oo Lot 54 �\ Tract 'K =' , g \ 13 558 S.F. Lo s5 \ of 295 I\ / t 52 / o0 0.01 Ac. 7,150 S.F Lot 296 ° \ \ j,\ ,216 S.F 5500, j °' � o S0 ,150 ' S.F Lot 297 s¢. 4 \ \ Lot 51 s ,::.:. s 3 6.6 7' Soo• j � .: sP °o' � f1,150 S. FO \ COb 3> \ 1,688 S.F . �ot 50 s5 N s5 Lot 298 �. �,547 S.F. co "� S 00, o, ,• 00 / / Lot 55 V f/,150 S. Lot 49 5 �, ss \ Lot 299 16,184 S.F. s.�. .00 ° g , �,150 S.Fo Lot 4$ ��� s h,632 S.F. Location M 550 ' sS.DO, � .00 / n Map J ° � � ,150 S. F . � � s ` - Lot 47 a 5317' � A �,150 S.F L�t 46 SOQ� s?�s• �150 S.F. o Lot 56 :•:•:•. 1 Lot 45 , 10,835 S.F. - h•. •a� °, \ Sso°' �- -� M s sso, Lot44/ o -ts3.a�`- ....... , . Soo ° 10,266 .F. 4898' . ^ \ 54.55' 30.OD' / SS 00, S`S 00' l 70.70' . , .. ' F Lot 57 o;:::�'•:'i;�•:'• ss sso°, ! ;: �•.• ` / oo' % Lot 43 / �' 7,150 S.F. �' ,.. �; : Cot 82 s5 sso . �616 S.F. I North �30.QD'- ....4 / 00• 0 2'l �2°- w •:�:.•.'•'•'• - - • 7�150 S.F.o Lot 83 s � 3g' � � Lot 42 � � � I Lot 40 � SCALE 1 60 Lot 41 N I 150 S.F � s.°°' 8,423 S.F. �''� Lot 58 %' b Lot 84 55>. �,322 S.F I8,000 S.F^ Lot 39 0 . ..,,.. l o° �43�:�:�:' � f1,150 S.F O s0 \ I �8,000 S.FVI! 7,387 S.F. Sso Lot 85 s o. °o so J Lot 38 \ -13o.7s`- Ng o' �I,150 S.Fo 'Lot 86 9 s¢ /i 8,000 S.F. 5 __ F- Ssoo' � �,150 S.F 5' 28.s2 9.01 52.os' Lot 37 �\ � �of 87 52 ° Lot 59 ss I I . , . °0 �7I,150 S. O a' g �� s ¢ � 8,000 S. / 7,856 S.F. o Lot 81 � : s Cot 88 % °°°' _ s2 0 /� •: •:•:• C" 11 912 S.F. \ N '$°o' ;� so ¢' Lot 36 �--o I s / 9,853 S F. \/ 8 000 S.F. 5 / CID 5 s Lot 60 f o.aa'- s. , 10 o °0 ! �� "��ot 89 �Lo 7,856 S.F. ... , .. , .....'� �¢r sr j s? , r N 84 g5 �,203 S.F. o �� �� r o7,6C Lot 80 Lot 71 `� /� / Lot 90 l+ > 90 :;T%,.;t?:";:; 7 306 S.F. ^ . / 7,822 S.F. ' 8,562 S.F. \ Lot 91 Lot 92 s, \ +'�'�'�'�'�'''�' o2s2'� ^' s / /8 267 S.F. n,504 S. Lot 93 \ . . �' EXIST - ¢ ` ' �I" 19,363 S.F. '�'�'� Lot 61 �o � � r 1 7,856 S.F. ate,':; 72» 0 K 68¢' �l /� Lot 94 :++ Lot 72 6. J� IL /\ o ► �, r¢r ¢¢' 9,363 S.F. ss \� '\ Lot 79 272 S.F. oo' ll ?6 �2' 46.45 53.6 �s9 .`'.. 8,562 S.F. , , . , \�'°¢,� l o. �� 7 s < �" ,., ... 2.7' \ Lot 62 �,. \o �;'� , °�' ¢ / Lot 95 :. 7,856 S.F. • s / Lot 73 _ _ _ �¢• 8,698 S.F./ :•.•: �' Lot 78 �8,250 S.F. 1,o / : :; 8 562 S.F. s°' / / EASEMENT �� s \ of 96 :`:•'•'•`•''`•:•.•.•.1 U`:• Lot 63 \ 6� `�'• o `" / I \� �' 7,150 S.F. soo, \ 7,856 S / s �. �/ / \ Lot 74 Tract of 97 7,150 S.F. 0.78 Ac. / / � ss \/ � ::� ..... 7150 S.F. Lot 77 0 °o J ,l Lot 64 > 12,833 S.F. !`'''' 7 856 S.F / �� / ,' /� Lot 75 i \ sso \� /tot 98 \° / !>' 7,150 S.F. i� STORMWATER °• 7,150 S.F. °os, \ /�aoa� MANAGEMENT o� ,,••,•.•.. .... Lot 65 s �, A Tract R �{ 7,856 S. /\ �>>, ^� \ j / 2.38 Ac. \� sso°. 7 00 �� Lot 76 \/ Lot 66 s� 1,319 S.F. .•,•.... ... I Lot 116 \ ss \ >. .. , , . . 7,856 S. 'o \ ^ 7,184 S.F. s8s2. , °�, \ s� EASE T �' Lot 67 �\ '>• ?310 CV s86. EMENT 7,856 S.F,�� W � Lot 115 ? 5 ` \ '>• 60 S.F. Lot 114 / - \ s Lot 68 s. / o Lot 113 ss s , :''•'''•'•';:;:;:':,:.'::'':•;;:;:;:•:•:•:• :':•:;. \ .''�• 7 856 S.F. ¢ I �/ ^.� 7,620 S. 2 ;:,:, \ \ 's , r �/,620 S.F.O 56.92. \ \ o s o�¢o, � �of 112 56.92' \ \ s 7,620 S.F. / 58.34' 57.15' ... :�:�:�: \ Lot 69 w s Lot 111 l *,` ra..;>�;.;.,,•,•.•.•.,.;,;.,,; 1 7 910 S.F. 8 11 b/ - '''� \ �� �As2 / //,787 S.F.o Lot 110 �� .,.. , .......•.. 1 �� � \ � 2 2 2' �,989 S.F. Lot 109 II Lot 70 J 1' '� \ \ 1 I ! I, se.s2• \� ,989 S.F. o Lot 107 \ 66s , 56. ILot 108 o Lot 106 0 ;:,:. ` > < 11,724 SIF.sr. ar gg, I 8 189 S.F. .............. \ ! g J 7,989 S.F. 7�,430 S.F. \ . to I � 56 s 85' J .. ............... is r' L - \� Lott s5sg' .,, .....,... ► Sss \ STORM R �\� \ >>>o "' 11,552 S.F s5'6g. :;;: \ \ MANAGEMEN `� \ °� i Lot 2 sssr, s5.ss • s7.33 \ Tract 0 /� 1 57.15' F*�«: �,.,: .. \ \ 2.36 Ac. �� /,359 S.F Lot 3 11 \ �\ �' 1,359 S.Fo Lot 4 55 26' _ / �� . \ cgs' 359 S.Fp 55 6' ,,.,..,, 5 1 1 o Lot 5 /� 2 s , ........�.,.. , ..•.•.,... ` sg �,368 / J 5 5.2 646.19' 2 56.61' .. +. \ I ! `� ; sr' S.F ... \ \ i;� ....,... 1 I s s \ � o ( � � \ �� -sr � ��/ Lot 6 0 ! ! �, 17,580 S.F Lot 7 \ N �' 1 S66r' �� 4648 S.F. Lot 8 • \ ! - N I \ 1tom 1 -- S LL Lot 9 s.sr. //,648 S.F o \ ! I _� N Lot 10 �•:•� I 1 � ,648 S.F o Lot 11 o Lot 12 0 60 J 648 S.F. �; �„ I 3 L �,601 S.F. ,369 S.F j 10 _ --------------J _ s J - / ^'----------- 228 ------ _ -__ - --- -JI _ I �.... -� N N �_- -!----------- ----\� . J L -J 62.28 _ J -f� 62.28' 61.35' 56.61' b 111 111 1 1l :'.': ^ ,ri n I � DESIGNED PRJ DATE 4-18-03 WCG)Neel--Sch r, ins Preliminary Plat -SW 1/4 Section SCALE SHEET NO, Professional E ineers OCT 1 9 2004 170519th Place, Suite G3 "River Oaks Preserve", =so DRAWN ESM DATE 4-18-03, wcci 08-05-04 CHECKED RJM DATE Vero Beach, Florlda 329607 -- 03-18-04 APPROVED RJM DATE 772-770-�4707 Preliminary Planned Unit Development Plan / Plat RICK J. � - CFHORI, P.E. DATE: JOB N0. WELoSCHAFFER (fax) 772-770-464o City of Sebastian Florida WN.01375.001 DATE FILE NAME ROP-04-11.dwg # 00009582 y FL. REG. NO: 48947 OF 12 m 40 Z 0- CD 0 N CV rn 0 r' 7O m J 3 v r- v - o a 0 0- 0 M 0 Z I 8,785 S.F.o• ; • o' 9 sass, � �' ° Lot 290 ,�,522 S.F.o Lot 349 \ \ \ \/ / Lot 326 \ \ 8,745 S.F.o / sass, /� 887 > 6S?9, �� P.U.D. �� s`�8s- 7789 S. ss / Lot 134 Lot 291 i' �' S.F.O / \ g �s. 7,768 S.F \ k / I // / o s sus , Lot 350 /� \ T STORMWATER �s?• ` b,164 S. ' s % ,887 S.F. , \� MANAGEMENT /Lot 292 ss s6 \ O % z9. � \ . \ I 9,616 $.F. • °0' 8j ° Lot 351 /� 6S Tract 'J' \ \ s`�es, / Lot 325 I o / / \ 4.48 Ac. \ / 7,789 S.F �s Lot 133 \ o sso°.5,5 \ 4,887 S.F. � \ \ � � � � \ 7 768 S.F. � \ \ III I�ot 293 /j�� Lot 352 �9• \ EASE T S.F. os, Lot 294 ( \% ss a 7,887 S.F. \ �� s' Lot 324 >` ,150 S.FO / °0 s ss � o �\ 7,789 S.F / Lot 132 \ I I of 295 8a • l 6 \ \ \ s ;.Tract K � of 353 � s? . \ � °� •� � 7,768 S.F. 0.01 Ac. 7,150 S.F �ot 2961 s \ �500, 1 64 ss 7,887 S.F>, \ \ \ s" �/ / o o \ \ I I 150 S.F' / ,�� , 8e, o \ \ Lot 323 �- \ Lot 297 sso • / of 354 s \ \ < 7,789 S.F. \ \ $s ,150 S.Fo / s \ \ Lot 131 00 C Cot 298 6¢ ss \/ '7,887 S.F. /\ �,�. \ s Qd' �\ , III •e 7 768 S F � �\ ss00, 00, //,547 S.F / % '• e• °. \ \ \ \ ss \� / P \ \ III 41*_Lot 299 s5..0p, sSOo' � h,632 S.F� s¢ \ s /Lot 355 s A \ �� Lot 322 of 48 s50 , �' % 3�• sa 7,887 S.F. 9s, \� 7,789 S.F. i o \ III L sso , o Lot 300 8• I \ \ ,150 S.F ° s /�1,632 S.F. \ o/ / \ \ \ ` \ �so�- Lot 130 I I / \ s Lot 47 >>• \ 8000 � F. � s s � \\ \ � i 7,768 S.F. �,� s \� Lot 356 p 1 1 I I 150 S.Fo Lot 46 s2� . / /�' Lot 301 s !s> \ \ \ \. s \ /� s• 7,594 S.F. ao, \ Lot 321 1 1 III �150 S.F. / 7,632 S.F. \ \ Lot 45 s °. ' < o / \\ 7,789 S.F. o 1 III 50 S.F / 00, s •°0 �S ?'6' � /�' of 302 > � \ � \\\ \ \ � �p� , � Lot 129 \ 1 1 III s Lot 44 0 :: �632 s \/ iCot 357 > \ \ �\ ,768 S.F. I I s00, / 148.98' s \� ' 7,499 S.F. \ \ v. ^ 1 10,266�.F./ o 54.55 � ?,� S.F.� \ F. 5500, _ / 70.70, 6' < �/ o /�'° � � �°' / \ \\ \ � � � Lot 320 ss. / - 7070' /Lot 303 s, of 358 \ 1 1 7,189 S.F. _ U 00 % Lot 434 s�> \� s'9s. �9- 7 499 S.F. s> \ \ 1 `� o. Lot 128 o s ss00, 9,616 S.F. / �o� ` 6 7,632 S. �\ /\ ate, \ \ 1 1 _ 0 7,768 S.F. s.°p' ss 3s �� w /� / Lot 42 Lot 41 N Lot 40 I ° ° / i�° / \ �\ '' -T30 57' oo' 8,423 S.F. s� \/ Lot 304 s \ s> \ Lot 319 w >� ,322 S.F 8,000 S.F� Lot 39 >�,, s �, \/ /Lot 359 % s > > - sso>, r I 8 000 S.F / % o. 7,176 S. �\ os, o' 7,499 S.F >�. \\ I I °� 7,789 S.F. ° so. I I ' °/ \\ I --� Lot 127 W of 85 s � 00 ..J � J � Lot 38 f \ � � < o• / \\ 1 I l�-�r3o.ol5`- o � l S00 s.0 ' L_ /8 000 S.F s �`' \ _ 7,768 S.F. 150 S.Fb / 6 As \� /Lot 305 s \ - tot 86 9 / 4.55 % >o s. ss � mat 36a > s � i � -1 L � � 28.s2 9.01 52.os' Lot 37 ''o• 7 548 S. °s- 9- > \ I I �„ T30.57'- /,150 S.F / s ` �\ 7,499 S.F. s,�. \ of 87 > � 2. o • 8 000 S. \ < o / �\ I I w Lot 318 I �, - / ti7 4 ,, �' < °' / �\ U 7,789 S.F. W 7 150 S.F s o S0 S L� o oo• - ?. o /�' so \/ /Lot 306 > s \ -I o Lot 126 M /Lot 88 / s. ¢ Lot 36 % �, s ss \ mot 361 > \ �30. �; I ° 3�. � ?� 7,548 S.F °s.°" s> �) - - I 7,768 S.F. ` 9,853 S F. 23' 1 s2 8 000 S.F. o• < ° L- ... ss o' 5 .28 s 3s.s3' / 7499 S.F. �' ' s �' < �• � ° °° Lot 317 - sso �ot o' ` ss /Co# 307 s'0' J ; 89 /Lot 35 ct os, ss mot 362 7,789 S.F.(�/-- s s 7.548 S.F. s \� s 51 5' °�� 9/203 S.F.O / I �I I� ? s �\IL � 84 ti� 9 � � Lot 90 I � � so °�. 7,603 S.F /\ •�,. 3.3 Ac. � < �/ •°�'" `�" 7,499 S.F. ,/ � >• �• �o.00'- -I I � I Lot 125 Lot 71 /� 6 II o 0 7,768 S.F. / �• /7 822 S.F. tt II Lot 92 s a s \ L 7,306 S.F. ^ Lot 91 o Lot 93 '�. of 34...so " \/ �ot 308 / s> so.ST- -j /L % s s ss \ > \/ mot 363 % 6' 2s>~ s /8,267 S.F. - / I�1,504 S. 9 363 S.F. \ \ 7 229 S.F. so,, 7 548 S.F. os. 9' s• - ��� EXIST 84 � I � o• � s �>. ' � �\ < ' o� � 7,499 S.F. /\ ?� Lot 316 o I h 72 0 K - /� Lot 94 / ��.°' / / / ' s� � I I � ss �°' '69' 10,277 S.F. � � Lot 124 M Lot 72 44' 9,363 S.F. ss /Lot 33 o \/ �%t 309 % s s> s° 4j.00' ��, ss s ds s mot 364 es,�o L 7,768 S.F. �,272sS.F. , �6j2' 2.� 41, ° / s9 7 229 S. /\ ��- <7,548 S. o °°- 0 7,550 S.F.�� i3osr- _I '0 46.45 53.67 � s- � \ �\ o Lot 95 /�`' 6 0 �I \/ sso , ss /tot 32 s sso \� Xot 310 % s> / 6¢�' Lot 123 \ Lot. 73 - - � 4 8 698 S.F /\ o •a� \/ a- s \/ �� < ° \ 7,229 S.F. s��- 7,548 S.F. soy,, \ �9- Lot 365 / 7,768 S.F. Q8,250 S.F. y o / / /r`' < o / < o / 9,939 S.F. / EASEMENT \� ss \/ /Lot 96 > s os� J moo. s s /tot 31 > \ s / \ 0 oar / 7,150 S.F. s s° Lot 311 % s o 7,229 S.F. ss,, �' 7,548 S.F. >�" s \ Lot 366/ , Tract Q / \\° Lot 74 / / \� of 97 � ° / < o. / � o `�s?, �/ 11,000 S,F. o' Lo 122 0.78 Ac. ss /L s 7,768 S.F. o 7 150 S.F. / / \ o , \� s s \ ° 7,150 S.F. ^ °°. s \/ /Cot 30 % s . ss \ �ot 312 so °� h 6�yti �� \\\ < �o° / \ 7,229 o- 7,600 S.F. o�• \ ? \ of 98 S.F.�/ '��/ 482�' `' Lot 75 �`'° p6 Lot 121 i STORMWATER \\� °°' 7,150 S.F. s°o, ss \� itot 29 % s ss / s39 4t. 7 768 S.F. 7150 S.F. / i �\ s s ,. , Lot 313 I o� h / MANAGEMENT \\� o/ '' 7,229 S.F. /\ �," „ ��,�\os / v, /`'' 8,450 S.F. 2 0 \ Tract R ss /Lot 99'° / ' 2.38 Ac. \\ °o• 7,150 S.F. // ssoo, ss /Cot 28 o 000. \ \\\/ /\ o7,229 ss,. >s0 Lot 314 %\ �P Lot 120 Lot 76 \ / �\ s \� N 7,768 S.F. � � \ �' < S.F.� 8 450 S.F. 1,319 S.F. Lot 116 \ ss \/ /Cot 100 / s8s . \\ ° // 7,150 S.F. /\ ss \� /tot 27 > s \ \ � � Lot 315 e° /8.F. h 2 s \ \ 10 U. \ C/ \ �,.�s \� 10,201 EASE T \° 7,229 S.F. 6 Lot 119 / - EMENT7,I u 997 S.F. 'f 5662' - ; °' ��• ss /Lot 26 _ - _ I I < Lot 101 \ ��. s� ' w Lot 115 o s�8s, - _ _- - - _ - - 7,283 S.F l ---- 13 210 S.F. \ 9;960 S.F. 7Lot 114 O / ss _ -- - - - - - - --- �6 \ \ '` / °• < Lot 118 \ s• � , Lot 113 � s2 •8,�. /� - J7,620 S.Fj //,620 S.F.O / 5s.s2' \ /\ ,049 S.F. 10' P.U.D. f -ot 112 5s. Lot 25 s � � 7,620 S.F / s Lot 111 w s86 � � 11 2' h,787 S.F. o Lot 110 9� 2 5862, g,989 S.F. a Lot 109 Al t 70 ' 5862' \J 1 589 S.F. Lot 1 24 S F. � � � s8sr 3,•ss' L � � I 9'85' J L J 7,989 s6s,- � i6S 6g. IL JLot 1 56.61, 65.69, 11,552 S.F. / '5 • o LOt 2 6.6�65.69' 4 / 3 92 58.34' Og 57.15' 58.62' 58.62' 58.62' 52.90' Lot 107 I I Lot 1 05 I I \ o S.F. 18,189 S.F.F Lot 106 o 7,430 S.F. o o �,620 S.F Lot 104 o �,620 S.Fr Lot 103 0 F,620 S.Fr I OS.F. �o J L - I I- -1 L I L_ -I L_ _._I 13,205 L - - 6 7.3 3' 1 57.15' S8.62' S8.62' 58.62' 103.02' ,359 S.F o Lot 3 4 42• 2 1,359 S.F s / 5•26, - 7i Lot 4 55 ss' 359 S.F - / 26 L5 5 /ot 5.2s' / 7/ 368 S.F I' sss,. \ // Lot 6 0 -�\ ,� s6 580 S.F Lot 7 IN I 61, �,648 S.F. Lot 8 ICqI I ss,s . h,648 S.F-' Lot 9 I co ZIP',I I ' ` h,648 S. I Ico cNn I I \ 6093, J I ------ --10 J L I 62 28' N-------------------------- 62.28' N �, `D 62.28' 0 0 n n 48 HOURS BEFORE DIGGING - CALL TOLL FREE 1800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 8,632 S.F. 06o� \ I EASEMENT Lot 117 10,095 S.F. I Lot 24 \ 00 11,018 S.F. 1_ STORMWATER Boa 36 5 MANAGEMENT a Tract 'S' 10.00 &r, 5 4.25 Lot 23 > 54.25' \ 10,931 S.F. / 55.26' 46.19' .2 ' 56.61' 56.61' 56.61' 56.61' 56.61' 51.01' 5. 54.25 54. ILot 10 I o Lot 11 o ,648 S.F.F t501 S.F.F I Lot 1,369 12 o S.FF I Lot 1,359 13 o S.F.r I Lot I,359 14 o SY I Lot ,359 15 o S.F� I Lot ?,359 16 o S.F � I I Lot 17 �,429 S.q � o Lot 18 t,867 S.F1 L 8 �' -J L_� L_-1 L_� L� L_ 1 L_-1 J L-j �-- -62.28- 61.35' 56.61' 56.61' 56.61' 56.61' 56.61' 57.60' 66.56' DESIGNED DRAWN #2 ESM MISC REVISIONS PER IRC/COS 08-05-04 CHECKED #1 ESM MISC REVISIONS PER IRC/COS 03-18-04 APPROVED NO. BY REVISIONS DATE FILE NAME PRJ DATE 4-18-03 ESM DATE 4-18-03 RJM DATE RJM DATE 0 R NEEI SCHAFFE ROP-04-11.dwg 25 Lot 22 \ / ,867 S.F. Lot 21 Lot 20 ,867 S.F. 10 � � 1-11 19 �19867 S.F. 6e5� 67 S.F.\ � 56. , I66 56 66.56' I: WCG (Neel -Schaffer, Inc. Preliminary Plat -SE 1/4 Section SCALE SHEET N0. Professional Engineers 170519th Place, Suite G 3 "River Oaks Preserve" OCT 1 9 2004 1 "-60' Vero Beach, Florida 32960 8 772-77o4767 Preliminary Planned Unit Development Plan /Plat RAC �.. �1llHCHIORa, P.E. DATE: JOB ND. (fax) 772-70"582o City of Sebastian Florida FL. REG.NO: 48947 WN•01375.001 11 0000958OF 12 # d g n m n h., en1 1' OFFSET FROM R.0 L 6" TYP. 2' �--2% 2%► 5' SIDEWALK 0 SUBDIVISION STREETS SCALE: N.T.S. 2"X2"X1 /4" GALV. WITH 1/2" BOLTS AT oo N m� 6" O.C.. USE WEDGE ANCHOR WITH 3" MIN. EMBEDDED ON CONCRETE FACE Z� 8" A v 1 /2 OF 48" GALV. CORRUGATED STEEL PIPE (16 GA. WITH 3"X1" CORRUGATIONS) TOOL EDGES TO 3/4" RADIUS am. w �., 1' OFFSET FROM R.O.W. _ 5' SIDEWALK MOD. MIAMI CURB 1" TYPE III ASPHALTIC CONC. 6" COQUINA BASE 8" STABILIZED SUBGRADE MIN. F.B.V. 50 PSI I i 0 0 O O O 0 0 0 LONGITUDINAL 0 CENTERLINE 0 o � 0 0 TOP VIEW 22" GRATE ELEV. 8-7/8', 22„ N � 19-1 2" 19-1/2" 22-1 4" 22-1/4" 29-1 4" uj 29-1 /4" TRANSVERSE LONGITUDINAL SECTION SECTION MODIFIED MIAMI CURB INLET GRATE 5' 5' TRANS. TRANS. EDGE OF CURB GUTTER FLOW LINE CURB PLAN + TRANSITION 0 MIAMI CURB INLET TOP SCALE: NTS 4'-8 5/8" �- L 5"X3"-1 /2"X5/16" (22 SPACES ® 9/16" 5/16" 23 BARS ® 1 /4") 5" STEEL DECKING, SECTION CC C� 0 WEIGHT 630 LBS. MAIN BAR 5"X1/4" INTERMEDIATE BARS L 5"X3-1/2" 1-1/2"X1/4" RETICULINE BARS 1-1/4"X3/16" SECTION DD ol 3D WALL 6" MIN. 5" DIA. PVC (NOM.) STEEL GRATE 6" 5'-4" SCH 40 PVC PIPE 6" PIPE CONNECTION WITH I,UL.A. NPT END 12" e 12" STANDARD RUST I ���� ROOF DRAIN (NPT CONN) RESISTANT MIN. OPENING TO EQUAL `V #4 BARS 150% ON AREA OF PVC ® 12" O.C. 8" Q PIPE 2' - CONTROL ORIFICE WITH 24" DIA. R.C.P. o INV. 14.0 DEBRIS STRAINER 2" in e e 5' STRAINER DETAIL d .N CONSTRUCTION JOINTS PERMITTED BETWEEN THESE LIMITS -SEE INDEX °. de. NO. 201 FOR MINIMUM DIMENSIONS ®12" D.C.SECTION AA co SECTION BB NOTES: q- CONTROL STRUCTURE 1. THESE INLETS MAY BE USED WITH ALT. B STRUCTURE BOTTOMS. 8 SCALE: N.T.S. m PLAN A"-1I1" I L 511 "'j'04, i� Ln #5 BAR EACH CORNER #5 BARS WITH HOOKS, 4" C.C. BOTTOM 4 SIDES #4 BARS TOP & #5 BARS WITH BOTTOM HOOKS, 6"C.C. FRAME BOTTOM x 7 POSITION --- #4 BARS +�+ #4 BARS WITH --- - -7� HOOKS 4" C C —� BOTTOM A --- �-}- I i a N #4 BARS SURFACE ON LOW SIDE OF PAVEMENT TO BE 1/4" ABOVE LIP OF GUTTER -SURFACE ON HIGH SIDE TO BE FLUSH WITH GUTTER - - 8 I & R-3/4 (TYP.) CLOSED BOTRTOMTOP x STIRRUPS 8" C.C. = #4 BARS (12" & ° OPENING CENTERED _ 24 LEGS} SAME d .° - e- a a. a •.° ' _ N #4 BARS Txi OPPOSITE Q • . ..�.d .a ` .= °:. TOP VIEW 1 CONTINUOUS RETURN APS TOP Y IEW `° : <.: :.d :: - ° e e .do A 9 8 . ° CONCRETE BRICK GRATE ELEV. 2,-„ r• ! i! FLEXIBLE PAVEMENT OPTIONAL KEY Z X a OPTIONAL KEY LIEU OF DOWELS) JA'_T,,o M . (IN LIEU OF DOWELS) °(IN � S-6" OR 4'-0" BOTTOM OR RISER BOTTOM OR RISER SEE NOTE 6 BELO NOTES: SECTION AA SECTION BB 1. PROVIDE 1/8"-1/4" CONTRACTION JOINTS AT 10' CENTERS (MAXIMIUM) AND AT ALL POINTS OF TANGENT OF CURVES WHERE R<20'. 2. CONCRETE SHALL CONFORM TO F.D.O.T. CLASS 1 CONCRETE. NOTES: 3. SEE F.D.O.T. INDEX 300 FOR OTHER NOTES. 1. THE INLET GRATE IS SUITABLE FOR PEDESTRIAN AND BICYCLE TRAFFIC. 2. INLET TO BE LOCATED OUTSIDE PEDESTRIAN CROSSWALK WHERE PRACTICAL. 3. FOR STRUCTURE BOTTOMS SEE F.D.O.T. INDEX NO. 200. FOR SUPPLEMENTAL DETAILS SEE F.D.O.T. INDEX NO. 201. 4. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4",; MINIMUM COVER UNLESS OTHERWISE SHOWN. TOPS SHALL BE EITHER CAST -IN -PLACE OR PRECAST CONCRETE. 5. FOR ALTERNATE B APPLICATIONS, TOP SLAB OPENINGS SHALL BE PLACED SUCH THAT 2 EDGES OF INLET FRAME WILL BE LOCATED DIRECTLY ABOVE THE BOTTOM. 6. WHEN USED ON A STRUCTURE WITH DIMENSIONS LARGER THAN THOSE DETAIL ABOVE AND C Q MODIFIED MIAMI CURB RISERS ARE NOT APPLIED, THE TOP SLAB SHALL BE CONSTRUCTED USING F.D.O.T. INDEX NO. 200 WITH THE SLAB OPENING ADJUSTED TO 24"-36". THE "SPECIAL TOP SLAB" ON F.D.O.T. INDEX N0. 200 IS NOT PERMITTED. ;' SCALE: N.T.S. 7. FRAME MAY BE ADJUSTED WITH ONE TO SIX COURSES OF BRICK. 8. INLET AND GRATE DETAIL SHOWN IS U.S. FOUNDRY 5105 WITH APPROXIMATELY EQUAL OPENINGS WILL BE PERMITTED THAT SATISFY AASHTO H-20, LOADING. INLET AND GRATE SHALL BE CLASS 30 CASTINGS IN ACCORDANCE WITH ASTM A 48. I i • I i i I I i I ; ' i i i i i i i ! j ! i I i i i j ! I i I i i , i II I M } DESIGNED PRJ DATE 4-18-03 WCG I Neel -Schaffer, Inc. j! Miscellaneous Details SCALE SHEET NO. 48 HOURS BEFORE DIGGING CALL TOLL FREE DRAWN ESM DATE 4-18-03 !fProfessional Engineers i OC? 19 2004 �/,/'/wc(m 170519fh Pface, Suite G3aid River Oaks Preserve N.T.S. 1-800-i�V2-Lf%%Q #2 ESM MISC REVISIONS PER IRC/COS 08-05-04 CHECKED RJM DATE Vero BeaC%t, �Orit�B ai�60 I " 772-7704707 Preliminar Planned Unit Develo ment Plan Plat JOB NO. -12 SUNSHINE STATE ONE CA5ZI, LL #1 ESM MISC REVISIONS PER IRC/COS 03-18-04 APPROVED RJM DATE NEELpC..tCHAFFER (tax) n2-no-4S40 �' / CK J. LCHIORI, P.E. DATE: M OF FLORIDA INC. NO. BY REVISIONS DATE FILE NAME ROP-12.dwg City Of Sebastian Florida FL. REG. NO: 48947 WN.01375.Ov1 OF � 0000s5s2 12 25' LANDSCAPE - U - - -- - FFER S89'54'55'E -- - - ------------L= 1990.63- -- -- Tract 'A' Lot 209 Lot 208 1.79 Ac. Lot 191 Lot 202 Lot 207 Lot 206 Lot 205 Lot 204 Lot 203 I Lot 201 Lot 200 Lot 192 Lai 1 s9 Lo I I Lot 198 y » I - - - Lot 197 I 1,752 IXR -FRONT- 25 fL 20 fL 20 fL N��� ---- _ Lot 196 Lot 176 I PM PEAK HOUR -SIDE: 10 ft 10 fL 5 ft. --- - _ - _ Lot 193 / _ ! I PMPH TRIPS - 1.01 TRIPS/D.U. - 370 PMPH TRIPS -REAR: 10 ft. 10 fL 10 ft. Lot 195 ( Lot 188 I Tract '8' '� _ - - ENTRANCE / EXIT a 64/38 PATIOS: Lot 211 I �\ _ 1.10 Ac. I = 237 ENTER s M • _ SCALE 1 '120 FRONT: 5 ft. 5 ft. 5 ft. I �\ / Lot 180 I o = 133 IXR -SIDE: 5 fL 5 fL 5 ft. / Il 10' P.U.D. e�; . -REAR: 5 fL 10 fL 10 ft. SITE INFORMATION ���, Lot 194 EASEMENT PROJECT DECI(S: Let 229 Lot 230 Lot 231 Lot 232 I� Lot 233\ ;� / / Lot 187 `- Lot 175 /% DEVELOP A 366 SINGLE FAMILY PLANNED DEVELOPMENT WITHfN A 149.05 _FRONT: 5 fL 5 fL 5 ft. I Lot 212 10 P.U.D. Lot 234 Lot 235 Lot 245 I SIDE 5 ft. 5 ft 5 ft. SM DATA I EASEMENT / �... Lot 181 I ACRE SITE ADJACENT TO THE NORTH SIDE OF C.R. 510 AND APPROXIMATELY _REAR: 5 ft. 10 ft. 10 ft. 3/4 MILES EAST OF 82ND AVENUE. / MAXIMUM BUILDING HEIGHT: 35 fL 25 fL 25 ft. TOTAL SITE SITE AREA - 6.493,602 91 149.05 Ac. 10 P... J Lot 246 \ \ 1 Lot 186 / '/ I PUELJC FACKITY !!u�'ACT STAT fT MAXIMUM LOT COVERAGE NUMBER OF LOTS - 366 Lot 213 I EASEMENT Lot 174 I -BUILDINGS: 20X 307E 407E Lot 244 Lot 247 / THE PROPOSED PROJECT HAS BEEN DESIGNED WITH AND IN ACCORDANCE WITH THE -IMPERVIOUS AREA: 4DX 55X 557E 70'55' WIDE LOTS - 286 100 �.. Lot 185 Lot 182 10' P.U. /` I REGULATORY REQUIREMENTS OF THE AGENCIES HAVING JURISDICTION OVER THE SAID MINIMUM SEPERATION DISTANCES: 70 WIDE LOTS = 100 Lot 228 Lot 227 Lot 226 / Lot 225 / Lot 248 % \.. �� Lot 184 I PARCEL AS SUCH, IMPACTS TO PUBLIC FACILITIES. i.e. TRANSPORTATION, UTILITY, -BETWEEN RESIDENCES: 30 fL 20 ft- 15 ft. DENSITY = 386 DU / 149.05 AC Lot 214 Lot 224 / ;' / Lot 173 I DRAINAGE, PUBLIC SAFETY, PUBLIC HEALTH, WILL NOT BE ADVERSELY AFFECTED BY MINIMUM OPEN SPACE 1 2.46 DU/ACRE I / Lot 243 / Lot 249 / / I THE PROPOSED DEVELOPMENT. -LOT: 60% 45% 4 REQUIRED OPEN SPACE = 3.248,801 a.f. = 74.53 Ac. Lot 223 // -PROJECT: 4OX 50X 59X Lot 250 \ \ Lot 183 j I MINIMUM R.O.W. WIDTH: 50' 50' PROPOSED OPEN SPACE ----__ _ 10' P.U.D. Lot 172 I iAK AREAS O 30XLOT AREAS 0 3OX ((max) = 19065 335 a.f.. = 22.98 Ac. Lot 242 EASEMENT Lot 251 i I _ - r-- --------S89 49'44'�- - _ - - - \ WATERS EDGE) Lot 215 10 P: D: Lot 252 / Lot 171 I L= 1326.90' PRIVATELY OWNED IMPERV. AREA = 805,471 a.f. = 13.90 Ac. r PAVED ROADWAY & SIDEWALXS Traci 'C' EASEMENT I ' 4.73 Ac. PHASE II JPHASEIH TRACTS #AO �F'1 �G'� 'HO 'i', 'K', 'L' = 846,309 e.f. = 19.43 Ac. Lot 217 Lot 218 % i I 125 LANDSCAPE M N P , Q , Lot 216 I I Lot 219 / Lot 241 Lot 220 Lot 253 BUFFER ' ' I I Lot 170 I 1 ' TOTAL PROVIDED = 3,416,050 s.f. = 78.47 Ac. Lot 221 / / TRACTS: Lot 222 Lot 169 A- NATURAL PRESERVE -OPEN SPACE = 77 972 f = 1 79 A- I U- N.U.U. \\ EASEMENT \ Tract 'E' \ 2.38 Ac. 25' DSCAPE \ BLFFER\ \ SEBASTIAN RIVER FLOODWAY (200' ROW) NOT INCLUDED Tract 'T' 1.31 Ac. ` START CONSTRUCTION: AUGUST, 2004 Lot 178 END CONSTRUCTION: OCTOBER, 2007 Lot 190 Lot 177 I TRAFFIC STATEMENT I TOTAL D.U. - 366 Lot 189 Lot 179 I ADT - 9.57 TRIPS/D.U. - 3,503 TRIPS PER DAY ENTRANCE / EXIT = 1.751 ENTER A-1 (IRC) RS-10 (COS) PROP PUD-R (COS) MINIMUM LOT SIZE: 200,000 S.F. 9,500 S.F. 7,150 S.F. MINIMUM LOT WIDTH: 150 ft. 80 fL 55 ft. MINIMUM LOT FRONTAGE 30 ft. 30 fL 30 fL MINIMUM YARD SETBACKS: -ANT. 30 ft. 25 fL 25 ft. -SIDE: 30 ft. 10 fL 7.5 fL -REAR: 30 ft. 20 ft. 25 fL POOLS/POOL ENCLOSURES: Lot240i - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 6.. Loi 4 -- - _-- -- __-- -- - - B- STORMWATER MANAGEMENT -LAKE AREA - 47,916 e.f. - 1.10 Ac. --- C- STORMWATER MANAGEMENT -LAKE AREA - 206,039 a-f. - 4.73 Ac. Lot 168 - 10' P.U.D. / Lot 276 Lot 255 Lot 167 \ Lot 145 D- STORMWATER MANAGEMENT -LAKE AREA - 338,283 e.f. - 7.72 Ac. \ \ Lot 144 I E- STORMWATER MANAGEMENT -LAKE AREA - 103,673 a.f. = 2.38 Ac. EASEMENT Lot 239 Lot 275 Lot 166 - 482 a-f. - 0.86 Ac. Lot 165 Tract 'D' i F- RECREATION -LANDSCAPE OPEN SPACE 37. / Lot 256 7.72 Ac. Lot 146 G- NATURAL PRESERVE -OPEN SPACE - 131,551 a.f. = 3.02 Ac. Lot 277 of 164 / H- NATURAL PRESERVE -OPEN SPACE - EC10 Lot 163 REATION-LANDSCAPE -OPEN SPACE - 48, R09 6s.f. - 1.07 Ac. ��„ '• Lot 274 Lot 257 Lot 162 \ I J- STORMWATER MANAGEMENT -LAKE AREA - 195,149 a.f. - 4.48 Ac. ♦ Lot 258 Lot 161 Lot 147 Lot 143 K- P.U.D. EASEMENT -OPEN SPACE - 400 e.f. = 0.01 Ac. - �-- � � ♦ ( Lot 273 __� / Lot 160 10 P.U.D. \ I L- NATURAL PRESERVE -OPEN SPACE - 150.282 a.f. 3.45 Ac. Lot 278 �\ Lot 259 j' Lot 159 I _ RECREATION -LANDSCAPE _OPEN SPACE - 8'276 = � \ \ \\ � •� `\ EASEMENT N NATURAL PRESERVE OPEN SPACE 132 858 s.f. 3.05 Ac. Lot 272 - Lot 260 \ Lot 158 �\ Lot 148 I 0- STORMWATER MANAGEMENT -LAKE AREA - 102,802 a.f. = 2.36 Ac. \ , \ / Lot 157 \ \ / P- RECREATION -LANDSCAPE - _ ' \ E OPEN SPACE 17.860 s.f. 0.41 Ac. PHASE PHASEI � � �� Lot 271 �� �, �_ v i Lot 156 �\ Lot 14� \ /� i Lot 142 Q- RECREATION -LANDSCAPE -OPEN SPACE = 33,977 a.f. = 0.78 Ac. Lot 237 Lot 238 Lot 279 \ Lot 270 \ \ Laf 155 \ , R- STORMWATER MANAGEMENT -LAKE AREA = 104 544 a.f. = 2.40 Ac. 10' P.U.D. / of 34a _ �� \, Lot 141 I S- STORMWATER MANAGEMENT -LAKE AREA = 435,600 e.f. =10.00 Ac. Lot 280 \., \� Lot 269 // EASEMENT Lot 339 Lot 154 Lot 150 \ T- NATURAL PRESERVE -OPEN SPACE - 57.038 a.f. - 1.31 Ac. Lot 236 �, � � � / / Lot 261 / � � Lot 281 / 10 P.U.D. �\ /r Lot 338 Lot 337 \� Lof 153 L 152 Lot I \. , / _ _ / Lot 268 EASEMENT r \ of j 14D \� Lot 282 / Lot 267 Lot 262 \ % Lot 342 /_ tot 336 Lot 335 ,, \ Lot 13�\ �� PHASE �' �••�� \ \ / �� SITE AREA 2,251.732 SF - 51.69 AC = 34.68% .at 283 / Lot 334 \ Lot 151 \\ \ DENSITY = 118 DU/ 51.69 AC - 2.24 DU/ACRE � 10 P.U.D. \ Lot 284 Lot 266 / 10' P.U.D \ •,� Lot 138 i EASEMENT PHASE 11 SITE AREA 2. , Lot 333 v v, A _ _ _ EASEMENT Tract 'F' ��•�� Lot 265 , / �, AC 38.64X . _ � / ; Lot 343 \ Lot 332 ' \ i DENSITY 133 DU/ 57.60 AC -= 2.31 DU/ACRE \ 0.86 Ac. Tract 'G' Lot 285 Lot 264 / / ��, Lot 331 \�� PHASE 111 SITE AREA = 1,731,933 SF = 39.78 AC = 26.68% \ 3.02 Ac. �'�y yy Lot 263 / '�lr Lot 330 �V Lot 137 I DENSITY 117 DU/ 39.76 AC = 2.94 DU/ACRE \ Lot 286 \ ♦ \\`\\�.... / / % Lot 329 Z' \ Lot 287 �\ Lot 344�\ Lot 136 \ - CUMVENT IAN ImRNEFi OOTYUN \ / ' Lot 3 _ 28 \ \ \ � ; r Lot 345 � it A 1 Tract 'I' Lot 288 A Lot 346 \ 10' P.U.D. \\ / - CITY of kamm \ \ 1.07 Ac. Tract 'H' Lot 289 - ,/ \ Lot 347 Lot 135 // \ �� \ Lot 327 ZOlC3 -- Lot 348 -------- ----- 3.49 Ac. �. / / PUD-R -I Lot 290 J/ /l Lot 349 j 10' P.U.D. Lot 326 // \\� /j Lot 134 Lot 291 EASEMENT // \ LAID UM - CLIENT R4XM � COUNTY Lot 35a ♦ Lot 292 A // A I RESIDENTIAL 25 LANDSCAPE I // Tract 'J' / Lot 325 BUFFER I \�\.. Lot 351// 4.48 Ac. / \ Lot 133 POl ►'l Lot 293P.U.D. - r Lot 53 . \\ / jlot f 352 EEASEMENT ( �"A1NDr PI�O C`.f1'Y of 294 \� / Lot 324 \ \ I . L.D.R. Lot 54 :1 'K' / Lot 295 \ , Ltt 132 Lot 52 0.0 c. Lot 296 \ Lot 353SUFNEYM Lot 51 / Lot 297 A y�V Lot 323 I DAVID M. JONES Lot 354 tot 131 \ \ I I, PO Box 850874 Lot 55 - rLot 50 Lot 49 % / / ♦ ' Lot 29$ Lot 299 \\ \ \� \' I VERO BEACH, FL 32965 Lot 355 Lot 322 I (772) 567-9875 Lot 48 j l 'f Lot 300 \ \\ Lot 47 j - \ Lot 130 � I ACHNT �\ Lot 46 Lot 356 �. / Lot 321 � I N WCGINEEL-SCH%iFF'ER, INC. Loi 56 \ \ Lot 45 Lot 301 ` o c�•� 2145 14TH AVE, SURE 24 Lot 129 I .r ::•>:::•:. Lot 44 Lot 302 Lot;�, VERO BEACH. FL 32960 I !i �/ 770 4707 Lot 320 � b Lot 57 Tits �V % Lot 43 Lot 303 `= Lot 358 ' t 128 Lot 80M_ TYPES �'• f#:a9:a1Lot 82 � � I ....:.... ; \� \ ' Lot 42 Lot 41 Lot 40 I THE SOIL TYPES AS DETERMINED BY THE SOIL SURVEY OF Lot 83 . __ l / :•:.• :.: •i Lot 58 Lot 84 \ ! 'fit Lot 39 ! Lot 304 Lot 359 \ Lot 319 I INDIAN RIVER COUNTY, FLORIDA FOR THE YEAR 1984 ARE Lot 85 - �� Lot 38 Lot 127 \ I EAUGALIJE FINE SAND Lot 86 Lot 305 \ I OLDSMAR FINE SAND -\\ Lot 37 3 Lot 318 Lot 59 Lot 87 -/ 25 LANDSCAPE ..: 126 RMERA FINE DEPRESSIONAL Lot 60 1 RMERA FINE SAND BUFFER Lot 81 Lot 88 - -- - \ Lot 36 Lot 306 Lot 361 Lot I WABASSO FINED f .::.::•: •. •::,:.•:......:.;:,. •. --_.\ FLOOD ZOO ` ........ Lot I / Lot 89 \ Lot 317 60 I Lot 35 Tract 'L' Lot 307 Lot 362 ' I I H THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE AE . X' 3.39 Ac. Lot 125 71 Lot 90 PER F.LR.M. PANEL o .: <: :::.' Lot / % f I N .12061 CO090 DATED MAY 4 1989. Lot 80 >. TruCi Ix \ Lot 911 ILot 92 E' Lot 93 Lot 34 Lot 308 1 I Lot 61 �\ \ >` `1:L;:Ac...:.:'xis1 I I Loi 363 Lot 316 I :� I ROOD HAZARD WAS . Lot 94 Lot 72 a I 1 I \ j Lot 124 THE PROPERTY MAY BE SUBJECT TO FLOODING DURING A \ Lot 79 1 Lot 33 Lot 309 , / Lot 364 I 100 YEAR BASE FLOOD EVENT. YOU SHOULD CONTACT i Lot 95 I LOCAL BUILDING AND ZONING OFFICIALS AND OBTAIN THE C7110P.U.D. . Lot 73 Lot 32 Lot 31a Lot 123 LATEST INFORMATION REGARDING FLOOD ELEVATIONS AND Lot s2 � ' 10' P.U.D. Lot 365 I RESTRICTIONS ON DEVELOPMENT BEFORE MAKING PLANS r* EASEME \, Lot 78 ) / Lot 96 \ I 25' LANDSCAPE FOR USE OF THE PROPERTY. ,\ EASEMENT j�. Lot 3 � ,� r l Lot 31 Lot 311 \_ � / f z II i Tract '0' \ . ';, Lot 366 BUFFER i Lof 74 ; j Lot 122 P TB REOui:m 0.78 Ac. Lot 97 ••:•`•"? `> i / Lat 30 CRY OF SEBASTIAN PLANNED PM Lot 64 Lot 77 i / \•\ Lot 312 I CITY OF SEBASTIAN CONCURRENNCYY PERMIT 17JT ``?`• r Lot 75 - % Lot 98 V A //' CITY OF SEBASTIAN COMPREHENSIVE PLAN AMENDMENT ' Lot 121 '• ':� :::..:: ;. / � . . Lot �29 �� A. Lot 313 Lot 65 / / Tract 'R' / \ \ \ CITY D.EFS.CONSTRUCTION NIN \• G f :• •.• :::•: 2 lot INDIAN RIVER COUNTY UTILITIES 99 "''' ' Lot 76 J .%/ 38 Ac. // / lot 28 Lot 314 \ Lot 120 S.J.R.W.M.D. ENVIRONMENTAL RESOURCES PERMIT \ Lot 66 ;� /� Lot t 16 \; / /'%t 100 \ % % j D.E.P. WATER MAIN Lot 27 Lot 315 \ ' i� 1 D.E.P. SANITARY SEWER ................. ' .'.... / 10' P.U.D. 10' P.U.D. j �' j Lot I y .....:...;: Lot 67 / ,'! �. EASEMENT SCUME :.;.;.;..:?;. / Lot i 15 EASEMENT�Lot 101 Lot 26 �� / WAT�i ( Lot 114 �_ \ EXISTING 16 D.I.P. WATER MAIN PER Lot 68 i 'y Lot 113 - -- ---_A i Lot 118 INDIAN RIVER COUNTY UTILITIES :::::............•.•.,........,.•.•.. P.U.D. :::::.,•.:::::.•:.+ _� Lot 112 Lot 25 10 Lot 69 Lot 111 J I ism I SEWER SOURCE ::•:�:">:1ac::...?::?:>:>•>:: Lot 110 / Lot 117 ,;:;;:;:b5 ;: Lot 1091 / I EXISTING 12' FORCE MAIN PER �.:..........'::'': Lot 70 I j �ot 108 Lot 107 Lot 106 Lot 105 Lot 104 Lot 103 �` . INDIAN RIVER COUNTY UTILITIES Lot 102 Lot 24 .. ::::...::•::.:...::::::::..:: ���.., TRAM STATEM�VT �� Lot 1 Tract 'S' I PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME . ' Lot 2 Tract 0 - =-- _-____ ______�, �- / IN WRITING, ON A FORM ACCEPTABLE TO THE CITY :::.�::::::.•.::.• .•:::::::: •:::::::.:•:: � � i lot 3 ---- � / � � 10.00 Ac. I ................... 2.36 Ac. _-- _-- - --- - - ------ -- - - ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, AND ;:•: > •»;:.:•:•;:•;::::::::• •::•:::: »; Lot 4 / / -- - -- - --- �- -- --- -- - Lot 23 OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO :::::::::::::: I Lot 5 / / - - ----- GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION �:::•:..... :• :.•:•:;•......I ......::: I / Lot 6 Lot 22 OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL / Lot 7 Lot 21 :::::.........,......... / / Lot 8 \ i Lot 9 .::.: • Lot 20 _:.:,..:.::.....::..:......:•:X.:...:::.. �\ Lot 10 Lot 11 Lot 12 Lot 13 Lot 14 Lot 15 Lot 16 Lot 17 Lot 18 Lot 19 II 10 P.U.D.1 � I 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. DESIGNED PRJ DATE 4-18-03 WCOINeel-SChaffer, the Professional tr1�i mrs _Conceptual Plan DRAWN ESM DATE 4-18-03WC �pelf2M I th Ave., Suite 24 iver- Oaks Preserva CHECKED RJM DATE Vef O BeaCh, Fbnd8 329W .._._ 772.77o-47o7 Preliminary Planned Unit Development Plan / Plat RICK J. /jt ESM MISC REVISIOtdS PER IRC/COVE 3-18-04 APPROVED RJM DATE NEEL= SCHAFFER (fax) 772-770-4M1. N0. BY RFVISIONS DATE FILE NAME ROP-04-11.dwg rlrv- # 00"W2 City of Sebastian Florida FL. REG MAY 0 6 2004 P.E. DATE: SCALE SHEET NO. JOB NO. 4 OF DEVE_Ct1MEhCP PERA MAUM:8 1 1 25' LANDSCAPE - -- BUFFER-- L= 1990.63, --� �- - - - - - - - - - - - - - - - - - - - - - A-1 (IRC) RS-10 (COS) PROP PUD-R (COS) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Tract 'A' START CONSTRUCTION: AUGUST, 2004 MINIMUM LOT SIZE: 200,000 S.F. 9,500 S.F. 7150 S.F. i` I Lot 209 1.79 Ac. Lot 191 Lot 178 I END CONSTRUCTION: OCTOBER, 2007 MINIMUM LOT WIDTH: 150 fL 80 ft. - 55 ft. Lot 208 Lot 190 Lot 177 I TRAFFIC STATEMENT MINIMUM LOT FRONTAGE: 30 fL 30 fL 30 ft 1 MINIMUM YARD SETBACKS: Lot 207 Lot 206 Lot 205 Lot 204 Lot 203 Lot 202 -FRONT: 30 ft. 25 ft 25 ft Lot 201 Lot 200 I TOTAL D.U. 366 _ 30 fL 20 ft. 25 ft. Lot 199 Lot 192 Lot 189 I I ADT 9.57 TRIPS/D.U. 3,503 TRIPS PER DAY REAR. Lot 179 ENTRANCE EXIT - 1,751 ENTER I Lot 2.10 Lit 198 I / POOLS/POOL ENCLOSURES: Lot 197 1,752 EXIT -FRONT: 25 & 20 fL 20 ft PM PEAK HOUR North Lot 176 -SIDE: 10 fL 10 ft. 5 ft. lot 196 Lot 193 _ I PMPH TRIPS - 1.01 TRIPS/D.U. - 370 PMPH TRIPS -REAR: 10 fL 10 fL 10 ft. Lot 195 Lot 188 Tract 'B' '� _ - _ I ENTRANCE / EXIT - 64/36 PATIOS: SCALE: 1120" = 237 ENTER -FRONT: 5 ft 5 fL 5 ft. SITE INFORMATION _ Lot 211 I I I `� 1.10 Ac. Lot 180 I c - 133 EXIT -SIDE:. 5 ft 5 ft 5 ft. VI0 P.U.D. I -REAR: 5 ft: 10 ft. 10 ft. Lot 229 Lot 230 Lot 231 Lot 232 I 1 Lot 233 Lot 194 \ � / Lot 187 ��� Lot 175 i PFKXJE� DECKS: 4 -FRONT: 5 fL 5 fL 5 ft. Lot 234 DEVELOP A 366 SINGLE FAMILY PLANNED DEVELOPMENT WITHIN A 147.7 Lot 212 10' P.U.D. Lot 235 Lot 245 \� ACRE SITE ADJACENT TO THE NORTH SIDE OF C.R. 510 AND APPROXIMATELY -SIQE 5 ft 5 ft. 5 ft EASEMENT Lot 181 SITE DATA -REAR: 5 fL 10 fL 10 ft. I I 3/4 MILES EAST OF 82ND AVENUE. MAXIMUM BUILDING HEIGHT: 35 fL 25 ft. 25 ft TOTAL SITE SITE AREA - 6.436,564 s.f. - 147.74 Ac. I I 10 P... J Lot 246 \ Lot 186 I MAXIMUM LOT COVERAGE NUMBER OF LOTS - 366 Lot 174 PUBLIC PACL!'iY 1r1rPAC:T STATEftAE1VT 70 Lot 213 EASEMENT -BUILDINGS: 20X 30X 40X I ' WIDE LOTS - 266 I Lot 244 Lot 7 � Lot 185 Lot 182 I THE PROPOSED PROJECT WAS BEEN DESIGNED WITH AND IN ACCORDANCE WITH THE -IMPERVIOUS AREA: 40X 55X 557E 70' WIDE LOTS - 100 Lot 228 lot 227 / 10' P.U. REGULATORY REQUIREMENTS OF THE AGENCIES HAVING JURISDICTION OVER THE SAID MINIMUM SEPI72ATION DISTANCES: Lot 226 I I / Lot 248 / \ / EASEM / I PARCEL AS SUCH, IMPACTS TO PUBLIC FACILITIES, i.e. TRANSPORTATION, UTIUlTY, -BETWEEN RESIDENCES: 30 fL 20 fL 15 ft. DENSITY - 366 DU / 147.74 AC / Lot 225 // / Lot 184 / Lot 173 DRAINAGE, PUBLIC SAFETY, PUBLIC HEALTH, WILL NOT BE ADVERSELY AFFECTED BY MINIMUM OPEN SPACE - 2.48 DU/ACRE I Lot 214 I Lot 224 // Lot 249 // I THE PROPOSED DEVELOPMENT. -LOT: 60X 45X 4 - - I I / Lot 223 Lot 243 / j ( ;j -PROJECT: 4OX 5OX 501 REQUIRED OPEN SPACE 3.217.782 s.f. 73.87 Ac. I I / Lot 250 \ Lot 183 I MINIMUM R.O.W. WIDTH: 50' 50' 5 PROPOSED OPEN SPACE Lot 172 LOT AREAS 0 30X (max) 1,000,935 s.f. = 22.98 Ac. - _ 10, P.U.D. / I LAKE AREAS 0 30% (max) OUR 965.335 s.f. = 22.16 Ac. Lot 242 \ EASEMENT Lot 251 1'44 (TO WATERS EDGE) I Lot 215 � �` � � L= 1326.90' PRIVATELY OWNED IMPERV. AREA 605.4 71 s.f. = 13.90 Ac. Tract C EASEMENT Lot 252 (PAVED ROADWAY & SIDEWALKS) I \ Lot 171 I PHASE H JPHASEM TRACTS #A!, r OG'� OHOj '19, 'K', $I: = 789,271 s.f. - 18.12 Ac. 125 LANDSCAPE I 4.73 Ac. I I I LoT217Lot BUFFER Lot 219 Lot 220 Lot 253 218 I / Lot 241 TOTAL PROVIDED 3.361.012 s.f. = 77.16 Ac. I Lot 216 I / I I I I / Lot 221 / Lat 17o I 1 TRACTS: I Lot 222 Lot 254 Lot 169 - _ _ _ ` _ _ _ _ _ _ - _ _ _ A- NATURAL PRESERVE -OPEN SPACE - 77.972 s.f. - 1.79 Ac. _ - Lot 240 - - - - - - - - - - - - - - - - - - - - - - - - - B STORMWATER MANAGEMENT -LAKE AREA ISO 47,916 s.f. - 1.10 Ac. 10' P.U.D. Lot 168 I C STORMWATER MANAGEMENT -LAKE AREA - 206.039 91. - 4.73 Ac. \ EASEMENT Lot 255 Lot 167 Lot 145 D- STORMWATER MANAGEMENT -LAKE AREA - 336,283 s.f. - 7.72 Ac. I E- STORMWATER MANAGEMENT -LAKE AREA = 103 673 f = 2 38 Ac \ Tract 'E' \ 25' LANDSCAPE \ 2.38 Ac. BUFFER \ Q- m m CIO 3 3 d- m 0 CD m m m z o - L d 10 P.U.D. Lot 276 Lot 144 s• EASEMENT Lot 239 Lot 275 Lot 166 Tract 'D' F- RECREATION -LANDSCAPE -OPEN SPACE - 37.462 s.f. - 0.86 Ac. / Lot 256 \ Lot 165 Lot 146 7.72 Ac. G- NATURAL PRESERVE -OPEN SPACE - 131.551 s.f. = 3.02 Ac. Lot 277 of 164 I H- NATURAL PRESERVE -OPEN SPACE - 152,024 s.f. - 3.49 Ac. Lot 163 I 1- RECREATION -LANDSCAPE -OPEN SPACE - 46,609 s.f. - 1.07 Ac. Lot 274 Lot 257 \ Lot 162 I J- STORMWATER MANAGEMENT -LAKE AREA - 195,149 s.f. - 4.48 Ac. ♦ Lot 161 Lot 147 Lot 143 K- P.U.D. EASEMENT -OPEN SPACE = 400 s.f. = 0.01 Ac. Lot 258 L NATURAL PRESERVE -OPEN SPACE - 150.282 s.f. 3.45 Ac. ♦ Lot 273 Lot 160 10' P.U.D. M RECREATION -LANDSCAPE -OPEN SPACE - 8,276 s.f. - 0.19 Ac. Lot 259 858 s.f. - 3.05 Ac. I Lot 278 � Lot 272 \ Lot 159 �p�p� / ! I ! N- NATURAL PRESERVE -OPEN SPACE = 132, \ Lot 260 Loi t 58 \\ Lot 148 / I 0 STORMWATER MANAGEMENT -LAKE AREA - 102,802 91. - 2.36 Ac. PHASE PHASE I Lot 271 \ Lot 157 \ P RECREATION -LANDSCAPE -OPEN SPACE - 17.860 s.f. = 0.41 Ac. -.4 - ♦ \ Lot 156 / / Lot 142 Q RECREATION -LANDSCAPE -OPEN SPACE - 33,977 s.f. 0.78 A^. Lot 237 Lot 238 Lot 279 Lot 270 Lot 341 � Lot 14�`�\ / II of 340 ' Lot 155 j R-' STORMWATER MANAGEMENT -LAKE AREA - 104.544 s.f. 2.40 Ac. Lot 280 / 10' P.U.D. Lot 154 Lot 141 I S STORMWATER MANAGEMENT -LAKE AREA - 435,600 s.f. -10.00 Ac. Loi 339 Lot Lot 269 Lot 261 150 / EASEMENT Lot 236 Lot 153 / Lot 281 \ //Lot 268 1EASLot 338 EMENT Lot 337 \ Lot 152 Lc;t 140 Lot 282 // \ / Lot 342 Lot 336 \ \\ \ PHASE I SITE AREA - 2.251,732 SF - 51.69 AC - 34.99X Lot 262 Lot 335 / Lot 1 Lot 267 3� \ Lot 283 \ Lot 334 Lot 151 \ 10' P.U.D. DENSITY 116 DU/ 51.69 AC - 2.24 DU/ACRE ♦ Lot 266 10 P.U.D Lot 333 / Lot 138 EASEMENT PHASE II SITE AREA = 2,451,899 SF a 58.29 AC - 38.10% ♦ Lot 284 EASEMENT \ - 33 U 6 2 = Lot 332 DENSITY 1 D 5 . 9 AC 2.36 DU ACRE Tract 'F' Lot 265 Lot 343 / i I ` Lot 285 Lot 331 � \ 0.86 Ac. Tract 'G' \ Lot 264 PHASE III SITE AREA - 1,731,933 SF - 39.76 AC - 26.91X / Lot 330 // lot 137 I DENSITY - 117 DU/ 39.76 AC - 2.94 DU/ACRE 3.02 Ac. ♦ Lot 286 Lot 263 f ♦ Lot 329 I ZONING - CURRENT DOM RIVER COUNTY \ Lot 287 \ Lot 344 \ Lot 136 Lot 345 Lot 328 I A-1 Lot 327 Lot 135 / EASEMENT 1 ZONING - CITY OF \ Tract 'I' Lot 288 Lot 346 10' P.U.D. \ 1.07 Ac. SESASTM Tract W Lot 289 \ Lc i 347 Lot 348 \ / �/ I PUD-R Lot 326 // \ if Lot 134 I - - - - - - - - - -- - - -� _ 3.49 Ac. ` Lot 290 Lot 291 Lot 349 10' P.U.D. / LAIC LEE - CUF O ENT IGNM RIVER COUNTY �\ y.. I ` ♦ Lot 292 \�. Lot 350 / EASEMENT Tract 'J' / /�ot 325 I RESIDENTIAL 25 LANDSCAPE \ Lot 351/ / 4.48 Ac. / \ Lr,t 133 BUFFER I . ,,' Lot 293 � � //Lot 352 10' P.U.D. ., \ I LAN�a USE - D CITY AF SEB1Af+1 AS1 Lot 53 ' ► of 294 G. �\ EASEMENT , 1 Lot 324 Lot 54 ct 1' / Lot 295 Lot 353 I Lot 132 I 1 UFNEYOR Lot 52 0.0 c. ' Lot 296 \ Lot 323 I DAVID M. JONES ' - • Lot 51 Lot 297 Lot 3.M Lot 13i ` I PO Box 650674 I ' I Lot 55 Lot 50 Lot 298 I VERO BEACH. FL 32965 I Lot 49 Lot 299 Lot 355 Lot 322 \ I (772) 587-9875 Lot 48 Lot 47 / Lot 300 `\ Lot 130 I AGENT 1 Lot 46 / Lot 301 Lot 356 Lot 321 \ I N WCGINEEL-SCHAFFER, INC. Lot 56 \\ Lot 45 Lot 129 2145 14TH AVE. SUITE 24 Lot 44 / Lot 302 Lot 357 I N • VERO BEACH, FL 32960 / / (772) 770-4707 / Lot 320 �' Lot 57 ::firict M'' Lot 43 Lot 303 2 Lot 358 Lot 128 SOIL TYPES :T;:9:• its Lot 82 \ \ Lot 42 t 40 THE SOIL TYPES AS DETERMINED BY THE SOIL SURVEY OF Lot 41 Lo Lot 83 Lot 39 Lot 304 \ Lot 359 Lot 319 I INDIAN RIVER COUNTY, FLORIDA FOR THE YEAR 1984 ARE: Lot 58 lot 84 I EAUGAWE FINE SAND Lot 85 Lot 38 `i Lot 127 OLDSMAR FINE SAND Lot 86 / Lot 305 Lot 360 RMERA FINE SAND Lot 87 Lot 37 \ I u, \ Lot 318 . Lot 59 WABASSO FINE SAND 25 BUFFER' ?:':�< <: Lot 81 Lot 88 / �- - Lot 306 Lot 126 I RMERA FINE SAND, D�PRESSIONAL Lot 36 Lot 361 I _� FLOOD ZOM Lot 89 Tract 'L' Lot 30 7 Lot 317 � .. Lot 60 Lot 35 Lot 362 H THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE AE . X i II 3.39 Ac. Lot 125 PER F.LR.M. PANEL No.1206100090 DATED MAY 4 1989. Lot 90 I W E. Lot 71 L Lot 80 / 1 I \� j . ::. : ......:....:. Lot 91 Lot 92 Lot 93 Lot 308 ;' I N \ Lot 34 Lot 363 FU= �(jD WAFNM Lot 61 f } `t 1 A� oar I I Lot 316 I rr I I Lot 94 �' Lot 124 ;;:x; Lot 72 THE PROPERTY MAY BE SUBJECT TO FLOODING DURING A Lot 33 Lot 309 100 YEAR BASE FLOOD ,EVENT. YOU SHOULD CONTACT t Lot 79 \ lot 364 � Lot 95 LOCAL BUILDING AND ZONING OFFICIALS AND OBTAIN THE Lot 62 Lot 32 Lot 310 p 71, j :: _ LATEST INFORMATION REGARDING FLOOD ELEVATIONS AND a, 10 P.U.D. Lot 123 t» Lot 73 / 10 P.U.D. \ Lot 365 j I RESTRICTIONS ON DEVELOPMENT BEFORE MAKING PLANS n•........... . .,;: EASEM \ Lot 78 / ( EASEMENT Lot 96 25 LANDSCAPE FOR USE OF THE PROPERTY. `� N< / Lot Lot 31 " Lot 311 / Z .II ;;; i Lot 74 Tract '0' Lot 366 Lot 122 BUFFER RECw1iED ........ � ,f 0.78 Ac. Lot 97 \ '• >` Lot 77 Lot 30 Lot 312 CITY OF SEBASTIAN PLANNED UNIT DEVELOPMENT Lot 64 \ / I CITY OF SEBASTIAN CONCURRENCY PERMIT Lot 75 Lot 98 Lot 121 CITY OF SEBASTIAN COMPREHENSIVE PLAN AMENDMENT ..:.: / Lot 29 CITY OF SEBASTIAN REZONING Lot 65 Tract 'R' Lot 313 N.P.D.E.S. CONSTRUCTION Lot 99 / / INDIAN RIVER COUNTY UTiLJTIES 2.38 Ac. / / Lot 28 Lot 120 >::: ::<; Lot 76 / / / Lot 314 S.J.R.W.M.D. ENVIRONMENTAL RESOURCES PERMIT D.E.P. WATER MAIN Lot 66 \ Lot 116 // �%i 100 Lot 27 Lot 315 D.E.P. SANITARY SEWER 10' P.U.D. 10' P.U.D. Lat 119 •::::::::.:::..::.: Lot 67 / / WATER SOURCE Lot 115 EASEMENT EASEMENT Lot 101 Lot 26 / ` �� Lot 114 �. EXISTING 16 D.I.P. WATER MAIN PER Lot 68 Lot 113 \ Lot 11 it �� INDIAN RIVER COUNTY UTILITIES > Lot 112 Lot 25 10 P.U.D. .: :: Lot 69 Lot 111 EASEMENT I SEWER SOURCE 1 roct I� :<i :<; :• I I Lot 117 lot 110` I EXISTING 12` FORCE MAIN PER Lot 1091 lot 108 INDIAN RIVER COUNTY UTILlTIES Lot 70 I I Lot 107 Lot 106 Lot 105 Lot 104 Lot 103 Lot 102 Lot 24 I II % ' TFLAj48FER STATEMENT :.::.�•::::::::::::•::•:::::::::::.•::: Lot 1 i Tract S. I PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME ?:::`•::: i `:::_:%: i .. Lot 2 `- IN WRITING, ON A FORM ACCEPTABLE TO THE CITY Tract 0 / 10.00 Ac. 2.36 Ac. Lot 3 _ _ _ _ ATTORNEY, ALL COMMITMENTS, RESPONSIBIL.IIIES. AND _ Lot 4 // '�_ _ _ Lot 23 OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO�,� , I Lot 5 / / GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION �. Lot 22 :I `: =. :>; i i :`•: i>'' S: OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL / / Lot 6 Lot 7 Lot 21 / / Lot 8 Lot 20 Lot 9 i:i 3>: is 1 Lot 10 Lot 11 Lot 12 Lot 13 Lot 14 Lot 15 Lot 16 Lot 17 Lot 18 Lot 9 10' P.U.D. EASEMENT 25 LANDS I Q ;`� -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - BUFFER .� : i t L= 2327.80 _-- N89' 29 52"W 40 ADDITIONAL ROW I • 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800 432 41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. DESIGNED PRJ DATE 4-18-03 Neel- naffel', ftkmf'S Conceptual Plan SCALE SHEET NO. ProfessimDRAWN ESM DATE 4-18-03 } Z45 f4f Ave, Rge 24 Rover Oaks Preserve" �D 1 ,•-120' - - 772-77"70� Preliminary Planned Unit De 4 CHECKED RJM DATE Vero Beach Fkwids 32" - -� Development Plan /Plat #1 ESM MISC REVISIONS PER IRC/COVE 3-18-04 APPROVED RJM DATE NEELoSCHAFFER (fax) %%2-%%a4f�� p R�CK �• ME i��i�R�� •�• DATE: JOB N0. N0. BY REVISIONS DATE FILE NAME ROP-04-11.dwg # 00009582 City Of Sebaatian Florida FL. REG. NO: 4894T WN•01375.001 OF 12 { PROJECT ��� -LEGAL DESCRIPTION -PARCEL 3 LESS `� PARCEL I E 1/2 Of NE 1/4 OF SW 1/4. CANAL R/W. SECTION 25 TOWNSHIP 31 S T E '1 ' OF THE SE 1/4 OF SECTION 25.. ; .. SOUTH. RANGE 38 EAST. - WEST /2 . LESS THE WEST 40 ACRES TOWNSHIP 31 SOUTH. RANGE 38 EAST. LESS RIGHT OF WAY FOR COUNTY LESS THAT PORTION LYING WEST OF THE 200 FOOT SEBASTIAN' RIVER FLOODWAY. j W > SURVEYORS,.' NOTES ROAD 510. I L o 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS PARCEL 2 PARCEL 4 THEREOF THE SOUTH 100 FEET OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF NORTH 1/2 OF THE WEST 40 ACRES AND THE EAST 10 ACRES OF THE SOUTH a . SOUTHEAST I/4 AND SOUTH I/2 OF NORTHEAST 1/4 OF SOUTHEAST 114 AND 1/2 OF THE WEST 40 ACRES OF THE SE 1/4 , OF SECTION 25. TOWNSHIP 31 2. BEARING BASE - THE EAST LINE OF SECTION 25 BEARS SOUTHEAST 1/4 OF SOUTHEAST 1/4: LESS CANAL RIGHT OF WAY: LESS SOUTH 40 FEET FOR ROAD RIGHT 'OF WAY. SECTION 25, TOWNSHIP 31 SOUTH. I SOUTH. RANGE 38 EAST. LESS RIGHT OF WAY FOR COUNTY ROAD 510. S 00°05'42'W AND ALL OTHER BEARINGS ARE RELATIVE THERETO. RANGE 38 EAST. SAID PROPERTY CONTAINING 60.74 ACRES, MORE OR LESS AND LYING AND BEING IN INDIAN RIVER COUNTY. FLORIDA. ALL OF SAID LANDS LYING IN INDIAN RIVER COUNTY. FLORIDA. 3. NO IMPROVEMENTS,SHOWN AT CLIENTS REOUEST AT THE TIME OF couNrY ROAD 510 THIS SURVEY. SEBASTIAN HIGHLANDS UNIT 11 PLAT BOOK 7. PAGE 56 6•X 7• 1' - 200' INDIAN RIVER COUNTY. FLORIDA WOOD p' 840 63' DGE PAVEMENT FOUND 4'X 4' 15'RCP I CONCRETE MONUMENT ENTER SECTION 25 1 PUMP (HOUSE SET 5/8' REBAR I & CAP #3909 FOUND I 'REB'AR S 83° (NO CAP) 25 `05 -E 444 . I O' =o_ (NO CAP ) S 89054' S5'E S $9' S4' S5'E S 89° 54' S5'E S 89' S4' S5'E 9° 5 5 E S $9° 54' S5'E '_ S 89654' S5'E i:. J FOUND 4'X 4-884.55' 446.83• L14 664.32SET 5/13'REBAR 664.32• w W 660.24' 6fifi.07' W w I326.3I' FOUND 3/4'IRON CONCRETE S 8,3 LS CAP #3909 0 P) MONUMENT ° 25 ' OS 'F woo 6 I ! S ! !4 •- L1 D 1 W LINE NE 4 E 0.72 N 5 N 83 25' FENCE HOUSE 3�-,LINE PLATIn F- 3 FENCE- 12s2,4o s QQ n <ww SEBASTIAN HIGHLANDS UNIT I I N w� � TOP DITC rn • PLAT BOOK 7. PAGE 56 • �2 ! SJ/ s Z o rn o o to O m INDIAN RIVER COUNTY.. FLORIDA o o N O Ln O \ �;-o o _ cv - VERLAP o ►^�7 =� - ! O \ 000 ���� LINE S i00' 0 G� •O�.Oa,00 0 J F-- W _ v,+nm 1326.55' PLAT "' '^'^ - .Q 4 i 326.89 MEAS z W W 2 �?' W W S LINE PLAT �O O I- = W _ W cn DETAIL SW CO NER DGE PAVEMENT PLAT/ w OQ Q 3 -J w = W FOUND 4 - X 4 - ir !y CVLL_ os W }- rn J 1- = CONCRETE MONUMENT[43N S 89°49'44-E 1326.89'MEAS 1326.55'PLAT FOUND 4'X 4' w 9 O �)- \ O v IV � V- � .* W � (NO CAP) N S 100 ' OF THE N 1 / 2 OF THE NE 1 /4 OF THE S E I /4 °' CONCRETE MONUMENT ` 11 I I -2 - N � O LL_ N U 1L -� - (NO CAP) rj v Q o O 11-3 O- Q O _ O of O PARC 0.06 N 0.36'E 1 w �, 6� O, TOP DUTCH W\ W e - N ° N Q p S 89048'39'ET 1327.00' - N NW 1 /4 SW 1 /4 'p��I I_ 112'CMP N It- co O M \ W o 1") CL_ tv TO DITCH o N NOT INCLUDED Z - Z116 W TOP DITC °- coallo 7 POND Z Q TOP DITC $ 0 11-8 12-1 Q 2 Z W 1/2 11-9 12-3 PARCEL 2 � 12 w 1 1-10 U -4 TOP D I TCH co S 2 OF.THE E N 1/4 OF THE S 1/4 NE 1/4 SW I/4 8 d �, 12 I % H E E WETL I - AND I _ . I F- E•TL 2 - 1: - 2�ye -12X tp 12-5 0 15 O 1+ it w 12 0 - W IN SEC ION 25 7 LINE T F. NOT. INCLUDED- `� 2- r 12 0 f2- TOP DITC O Fy O O 1 13 _ I - 12 1 -13 �W}s 12-I f 2-I O II-i • -� . 12-12 S 89°59-06-W50' SEBASTIAN RIVER WATER CONTROL,,,DISTRICT R\W I S 89059'06'W /_S 89°59'06'W LII LI0 L 89°42'23'W N 89°42'23-W N 89042'23'W 1329.38' 50' SEBASTIAN RIVER WATER CONTROL DISTRICT R\W 664.69' 332.61 s < _ 330.27' 329.97' 667.45' S 89042'23-E 1327.'69' w TOP DITCH LINE BEARING DISTANCE c�FS7° t2-13 WOO 6' ° 40.00' NOT INCLUDED s o ' PUMP TOP DITCH L I N00 1637E � O. L 2 N 000 16 ' 37' E 100.5 I ' 6s 06. HOUSE w w 12-14 L 3 N 00.24' 36'E 148.62' F - .KFENCE L 4 S 42'05'49'E 72.19' , L 5 S 83.25'05'E 49.38' >- W co M L 6 S 44.00'06'E 77.60' Q F- TOP DITC e z L 7 S 44 00'06'E 107.55' Z `' d z z z L 8 S 89°29'52'E 255.27' i- LL 0 Li- \ w U O TOP DITCH � = L 9 S 89.59'06'W 54. 12' U. O n. \ L 10 S 89.59'06'W 138.98' - 9° 06`W 138.98' _ - t 3- t N W mco E LINE SECTION 2 L I S 8 59 \ W• L 12 S 00' 12'49'W 55.83' - U 36'CMP \ E^:"3 W TOP DITC w 00 w Q TLAND I w 13-2 - LLI w ,,�' e W 3 L 14 N 00 14'43"E 50.56. J •I �e _ e W' 0$ �- Cf) rn- Y W cn N M O L' 15 N 400fi4'43'E 241 :69' O v O+ . 3 v r� I- v J = _ N 00013'47'E t43.36' Z 0 SE , `/4 SW (/4 U� o o I- p • ., L 17 N 00° 13'47E t43.36' -•- O ' ZN `�'. a'� N 0 U j = L►- N O LI- o 3 _00 O 00 W 0 o N L 18 N 00.0542E 35.80 o c° NOT 1 NCLUDED _° N 1 N O N U F- O O N eY O LL_ o o iv° O .. 1 19 S 00° 05 ' 42' W 100.06 , F- O N `t � p N Ln, o o- Q CV O O O- z L 20 S 00.05'42 W 40.00' O Z N --1 - O Z Q �- W Z \ m I TOP DITC Z M- Q O O tY - (f} TOP DITCH L 21 N 00' 12'49'E 40.40' (JD Z d' W L 221: S 00'09'15'W 99.58'MEAS 1. o O W < m U L 22, S 00'09'15'W 100.00'DEED > U W Q U L 23L S 00°09'15'W 40.00' m- z z 1 Q L 24 S 44° 00' 06' E 63.34 .• tY w L 25 N 83.25'05`W 48.22' -� U O 0w Q Z '� w W w w °- '� -� Q n. d od Q L 26 N 42e05'49'W 147.61' i � O v IRT DRIVE L 27 N 00 14'43'E 40.00' O M L 28 N 89.29.52 • W 7.5.00 m a, - m PARC L 2 a wo N L,29 S 89'53'07'W 75.00' ' W ESIDENCE SE 1/4 OF THE SE 1/4 m I•-' M W L 30 N 00°12'49'E 40.00' f GARAGE jr W Q oo i to J i i 0- TOP DITC 1 'CEDAR 'OAK COUNTY ROAD 510 - 80 RIGHT OF WAY 1330. 10' 1255. 10' L29 L28 LS cn.�S N 9' ° 36'CMP L23 ° 2 5 S 89 53' 07'W wv 3 83299952'W W N 668.79 ' o'CMP 26 S 89 53'07"w 89 29'52'W 1329.04' IN 89 29'S2'W 2 30 Li _ _ _ - - _ L27 _ - - - - - _.-- - 2 D - 27 - � FOUND PK NAIL 1330. 13 ' 1330. 12 ' L 13 .. .. .. .. .. .. .. .. .. . . ° 0 9 - 89 2 'S "W .Y \ DISK 'LB-205 S 89 53'07'W S 89 53'07'W 2 N 8 2 S2'W N 89 29 2 W 24'RCP 35 3 6 7 FOUND 5/8' REBAR DGE PAVEMENT 361 31 II S LINE SECTION 25 & CAP 'LB 6905' 36'CMP FOUND 1/2"RE AR I 3'OFFSET EAST FOUND 205 g6p '� PK NAIL b ,. ' •, DISK 205' LB REVISIONS BY 2. REVISE DESC TO EXC PORTION OF TR DMJ I: ADD WETLANDS 3-26-04 DMJ LEGEND: -ACCURACY -BOUNDARY INCONSISTENCIES -CERTIFIED TO: P.O.B.- POINT OF BEGINNING • IRON ROD AS NOTED THE EXPECTED USE OF THE LAND IS RESIDENTIAL. THE MINIMUM AS SHOWN HEREON. P.O.C.- POINT OF COMMENCEMENT ® SANITARY MANHOLE RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY °DATA SOURCES R/W- RIGHT OF WAY p TELEPHONE PEDESTAL WHICH WAS MET IN THE CASE OF THIS IS 1 FOOT IN 7.500 FEET WH � � - CENTERLINE SURVEY. THE DESCRIPTION WAS.PROVIDED BY THE CLIENT. NO SEARCH OF THE ELEV - ELEVATION ® ELECTRIC BOX -MEASUREMENT METHODS PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE -DATE OF SURVEY: MEAS - MEASURED 0 POWER POLE OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT OR HIS REPRESENTATIVE. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL 10CABLE PEDESTAL Owe WELL -` ALL EOUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED- - RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER IRFWCD INDIAN RIVER FARMS WATER METER �v"J • WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY -APPARENT PHYSICAL USE NAMED BELOW. - WATER CONTROL DISTRICT ,�l�N 2r 2004 TO A MINIMUM OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY OF i PART IN 50.000. ALL DATA WAS RECORDED USING A FIELD DATA PLANTED GROVE -SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS DAVI M. JONES. FLORIDA I'CENSE NUMBER LS 3909 ' PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE -EASEMENTS SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. NONE .PROVIDED. (S NED AND SEALED) 11: , Q V 1-- W Lu Q w LL �h V J of Lu Q i- W cr cr Q 0 ` 1 Z z c) ufj w V J Q Q Z ca n Lu �C tz cL • � J Q O to w °' cr N d M J c LL b1 () M < Ow om M cr w x tnw N � N_ N 0 so in r` N in N N N ti DRAWN CHB CHECKED DMJ DATE 7-01#-03 SCALE I' - 200' JOB NO. 2003-137 SHEET OF i SHEETS a -3I-38 FB 273 PGE 4 25