Loading...
HomeMy WebLinkAbout2006 - Construction Documents Phase II & III1 rig Lk rv. TOWNSHIP 31 SOUTH, RANGE 38 EAST, SECTION 25 LOCATION MAP 0 EACH �2 NDIAN RIVER COUNTY, FLORIDA ENGINEERING BY: SHEET INDEX 2 GENERAL NOTES 3 EXISTING CONDITIONS 4 EROSION CONTROL AND DEWATor ERING PIAN 5 PRELIMINARY PLAT 6 PRELIMINARY PLAT - PHASE II 7 PRELIMINARY PLAT - PHASE III 8 MASTER UTILITY PLAN 9 MASTER; DRAINAGE PLAN 10 MASTEP r--lOADWAY AND GRADING PLAN 11 PLAN AND PROFILE STA. 20+00 TO 28+36.32 12 PLAN A D PROFILE STA. 15+00 TO 64-x-67.47 13 PLAN AND PROFILE STA. 65+00 TO 79+50 14 PLAN A; !!D PROFILE STA. 79+50 TO 93+97.91 15 PLAN AND PROFILE STA. 115+00 TO 126+00 16 PLAN AND PROFILE STA. 126+00 TO 137+85.15 17 PLAN AND PROFILE STA. 140+00 TO 149+97.39 18 PLAN AND PROFILE STA. 150+00 TO 163+25.05 19 PLAN AND PROFILE STA. 165+00 TO 174+72.63 20 PLAN AND PROFILE STA. 175+00 TO 179+16.54 21 MISCELLANEOUS CONSTRUCTION DETAILS 22 MISCELLANEOUS CONSTRUCTION DETAILS 23 MISCELLANEOUS CONSTRUCTION DETAILS 24 MISCELLANEOUS CONSTRUCTION DETAILS 25 MISCELLANEOUS CONSTRUCTION DETAILS 26 MISCELLANEOUS CONSTRUCTION DETAILS 27 MISCELLANEOUS CONSTRUCTION DETAILS 28 MISCELLANEOUS CONSTRUCTION DETAILS OCT 12 2006 ST M. BOEHNING, P.E. DATE FLORIDA EG. No. 52201 FIEVISED: OCTOBER 10, 2000 ISSUED JUNE 177 2005 Proiect Number: Wni 111AIDA r fl1 ` a 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 -26. 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. 1 � 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 E MAINTAINED. WHERE A SEWER MAIN PARALLELS A WATER MAIN, A SEPARATION OF AT LEAS --1-O' HALL 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 EXFILTRATION 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. AS A MINIMUM, ALL EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL VEGETATIVE COVER IS REESTABLISHED IN THE UPLAND 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 OTHERWI'SE NOTED HEREIN SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS OF FINAL GRADING. UNLESS OTHERWISE NOTED, ALL SLOPES STEEPER THAN 4:1 SHALL BE SODDED 7. CONTRACTOR MAY MODIFY DEWATERING SEDIMENTATION CONTROL PLAN BASED ON SPECIFIC CONSTRUCTION METHODS. ALL MODIFICATIONS MUST BE APPROVED BY BOTH THE PROJECT ENGINEER OR HIS ASSIGNED REPRESENTATIVE AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. Utilities Encountered POWER: FLORIDA POWER AND LIGHT 3301 ORANGE AVENUE FT. PIERCE, FLORIDA 34947 772-489-6204 TELEPHONE: BELLSOUTH 3300 OKEECHOBEE ROAD FT. PIERCE, FLORIDA 34947 772-460-4506 CAN: COM CAST 940 12TH STREET VERO BEACH, FLORIDA 32960 772-567-3473 WATER & SEWER: INDIAN RIVER COUNTY UTILITY DEPARTMENT/PUBLIC WORKS 1840 25TH STREET VERO BEACH, FLORIDA 32960 772-567-8000 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432 4770 SUNSHINE STATE ONE CALL IL Or FLORIDA, INC. 1 NO. ESM BY REVISIONS PER COS ENGINEERING REVIEW (02-02-06) REVISIONS Water Distribution System 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 P1784 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 21.1 1 (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). 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/A21.11. 4. INSTALLATIONS OF WATER LINES SHALL BE IN ACCORDANCE WITH ANSI/AWWA C900 (MANUAL M23) FOR P.V.C. PRESSURE PIPE, AND C 600 FOR DUCTILE IRON PIPE. 5. ALL WATER MAINS TO HAVE MINIMUM COVER OF 36". 6. WRE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE SEWER WILL BE VEo2' OF EITHER CAST IRON PIPE OR CONCRETE ENCASED PIPE, CENTERED ON POINT OF CROSSING. N AWATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF AT LEAST 10' SHOULD BE MAINTAINED RE PRACTICAL. THIS REQUIREMENT APPLIES TO SANITARY AND STORM SE , FORCE MAINS AND REUSE MAINS. 7. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 18" VERTICAL 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. 11. DISINFECTIONS OF WATER MAINS SHALL COMPLY WITH ANSI/AWWA C 651. 12. DUCTILE IRON PIPE TO BE WRAPPED WITH POLYETHYLENE. 13. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER LINES AND UNRESTRICTED ACCESS REUSE WATER SHALL BE 5 FEET. 14. ALL SERVICE LINES OF 60' IN LENGTH OR LONGER SHALL BE 1 ". 15. POLYETHLENE PRESSURE PIPE SHALL BE PER AWWA C906. 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 ACCORDANCE WITH 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. 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 UTILITIES SHOWN 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. 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 14. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE '4 SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND Fr.f INSTALLATION. CRITERIA: SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW (a) NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHILL OPENED AT ONE TIME. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION ANDf BE BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED (b) EXCAVATED MATERIAL SHALL BE PLACED ON THE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE UPHILL SIDE OF TRENCHES. SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO B�C_ (c) EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FROM FLOWINGORFLOATING ONTO ADJACENT PROPERTIES. SERVED BY THE BASIN. FILTERED OR PASSED THROUGH AN APPROVED 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES. W!'SEDIMENT TRAPPING DEVICE, OR BOTH, AND DENUDED DISCHARGED 1N A MANNER THAT DOES NOTE DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE ON ANY PORTION OF THE SITE., TEMPORARY SOIL STABILIZATION SHALL CORRECTED IMMEDIATELY. PROPERTY. BE APPLIED WITHIN SEVEN TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN, CUT OR FILL SLOPES (d) RESTABILIZATION SHALL BE ACCOMPLISHED IN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT ACCORDANCE WITH THESE REGULATIONS. THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE 15. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. OR OTHER PROTECTION SHALL BE PROVIDED. PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE THE;'APPL�CANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE SOIL,, -INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS THAT ARE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. WITHOUT FIRST BEING FILTERED OR OTHER WISE TREATED TO REMOVE CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION PERMANENT VEGETATION SHALL BE CONSIDERED ESTABLISHED SEDIMENT. SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL 12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORM WATER LAND -DISTURBING ACTIVITIES. INHIBIT EROSION. CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR RECEIVING CHANNEL. AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM 13. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL 17. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 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 Minimum Vertical and Horizontal Seperation ROADWAY AND TRAFFIC DESIGN STANDARDS. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE` FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. DESIGNED PRJ DATE 4-18-03 Neel -Schaffer, Inc. Professional Engineers General Notes OCT 12 200 SCALE SHEET N0. DRAWN ESM DATE 4-18-03 NEEloSCHAFFER n0519fh Place, Suite G-3 River Oaks Preserve ale-N.T.S. CHECKED SWB DATE ------- „ Vero Beach, Florida 329602 10-10-06 APPROVED SWB DATE ------- engineers •planners •ecologists •architects •surveyors (fax) 772-770-4772-770-4707 Phase I[ and III Construction Documents STE W. BOEHNING, P.E. DATE: JOB No. 640 DATE FILE NAME ROP -02 -GENERAL NOTES.dwgCA 00008556 City of Sebastian Florida FL. REG. NO: 52201 WN.01424.001 OF 7R a North SCALE= 1 " = 200' SEBASTIAN HIGHLANDS UNIT 11 PLAT BOOK 7, PAGE 56 INDIAN R+b,VER COUNTY, FLORIDA WOOD bq tiq� °�A ' ^' 2° `q,, -DGE P�,VEMEA T �," �* OUSE _.+q� 2`} OUND 1"KEBAB 840,63, ♦ FOUND 4'X 4' LIMP 15 R �, ETER SECTION 25 •�� q 2^ CY)S 83°25, ��/ CONCRETE M❑NUMENTq}� }b b�COLIRT 0, �wc�ooNu� :�` �� I ow (NO CAP) 05 E 444,10 ,� WO Cq`P) -0- ♦�J ?+ ®i-.. .._00 S 89°54'55'E S 89°54'55"E S 89°5055' +y �5 S 89°54'55,E ;°"' S 9°514Y55' �' �, 89°54�'55,'E +^�+ , �, - ° °� Dr c ? S 89°54'55'E 884,55' 64,32' ,� 664,32' c' F❑UND 4 X 4 --L14 , (U � � 83' � �, + � � � ° -` q +q�63.15 ,, +�' .�} 663.15 022 1 w ` &ECAP/#3 09AR 1326,31 FOUND 3/4 IRON ❑NCRETE S 83.25'05'E 6, LS &EC 5/#3909AR + w �q,F ^ +,a�' , �,1 �� w °bg PIPE (N❑ CAP) + q. MONUMENT q ,2 10�x 6' gb + e ?" ? • WOOD 0.72N L25 PUMP IV W 83°25'05' FENCES 1.11 q, kg H SE'q' "g ' ,q� y9 1-f ?°P 2° 1292.40' J q� V� 2 410 - q ',b' :tieyb, �� -q� 9 ZA "g +�� 1 .> kn SEBASTIAN HIGHLANDS UNIT 11 3 g bh + q v �' �'9�, .�w .y \ TOP I TC +°♦bA ,1 q, ° �� w o- PLAT BOOK 7, PAGE 56 w q J' . 1, +b� 2 ,^gib �, ,, .g o INDIAN RIVER COUNTY, FLORIDA in o 0 rZ '9 z �' o o cu u + } Q +q d" O �"� +bg ♦1 °2� +° °2 +q � e `q*2 O a V � C:) d � o M � + Lt � 4}2 + b2 +°' ,♦ q,q ' �2 �qy`' CU .4 O •m O QV • +p}A O �i :tib +g +�Dg2 1+ b}q +� C-� �}+q. , ,1• +0*b +q}A V) In In It J 00 o I l� +' I 1° .+°}b ,� y ♦qg2 ♦2°0 +°°0 \ > ° qg2 +q2° °°k !/ ,qy° I LA I�j °r2° LL A ,,b /'�1 g� +^ 1' +g� d° q� }qb +q3° 1 +q• ?� ',ej �',�° \O ... ,} ob Q _,1 :,1 ,1T .+°} Al l - i + W �, + 'If .,lip g1,� 1° q ,q? 12 ►n� .ti' +1 L� g m gb 1i + +� h 2°' DGE PAVEMENT C/) _}g} b1'` _�� 9 �1' ND r /°--_ 1 _ q W° 1b ZpP 2' - ,.fig ,�h ` "C7 '� ; FWNW 4"X 4 y ►° �� (U L� W �-- +b' g `^ CL1 C❑NCR ATE MONUM�NT�' S 8 E 1326,89'MEAS 1326,55'PLAT 22 [� 3 r 1 9 QD 2 ♦ \ IJ }1 U fib'° g° �6v ,g '0 'qw �q \ >gq1 tN❑ C P> �0� cNu S I00` ❑E- THE N 1/2 ❑F THE NE 1/4 ❑F THE SE 1/4 (INnNCRETE MONUMENT ♦^' bt°� 1 gA1 1�w • r, �sr o6a Q r� e° 1J � -'4' 1 +0 qrp J /`� NAR(+.FI -1 +b ~ m ° 2 CCN❑ CAP) c' N W 1/4 S W 1/4 FaP DITCH g. ♦ b�° ° _ ° N q o.o6'N & o,36'E W �^ wco 1 }1�� +' \ `� S 89 4t8 39 E 1 A0 d \ , ` Ld l ' �^ M +� 1 qT❑P; ^DITCH 2 +° (U w I i 2' C M P q O q ` (V ^ 0p° 21 O r-1 V �°' *1 +q'' ,1}q }q 1bq 1 P +q 1�. r♦ !-� N NOT INCLUDED M .� `fib ., _ ,q + + + ,°• o .N -i d -J 11-6 'g ` +q' J 'L/J T❑P DITC 1b 1b ` ,b 1q 2°' 2 ♦ r.. , +b' ♦1' b}q Ld �• q�°° +0 ` Z 1-7 'PAID << g•� 1° T❑P+DITC + p +b (V/ .+2. 1 q•�p +� +g C:> \ ,].1-8 ,q0�� ♦°1. ��1 + /� +°}q +° }S- + q+g +°y`^ *h $° :+q _+qA2 A A+°b g °, 2°+° 7 z W 1/2 J ``� w 2-3� mlop '� }q q� q +� P RCELI°A ��1. V. i-10 ,q T❑!�° DITCH g� +2. + +9 q}+ g , F•, NE 1/4 SW 1/4 ,q. `° 4 +^ (13� � � 6,2+ S ,�k1/� �E THS ��1%IE _/� g�°❑F THE e`S� 1/4 � WET!` D 1 O- 1-1 ¢° WETLAND 12 :' '� +^�� O g 1-e +^`1 +qq° + +1b +q� }1 q1 +1' by °b l 1° bb ^J NOT INCLUDED —15 "Xe �a 112 O 12-8� 2-5�' �. �. Y d' --W LINE SECTION 25 '� ,'gW 2 ,� 2-7 q ° b 1g+� ,q2^ a �° 9 Q bq ,c+ �c .+ T�P1• ITC '' .- s �. W �S(n V�Q+2F 12- - 41 ! . ,1+ N ,b' +0� ,b' q+1 + +q '+^• Zy, '+0' \ 13 iYI w• '.° , 12-� b^g 2 +1}* .+b�`+ +�1q + +12 .+1�+ +°} 58'12'00-'W , 1 g (� O bA 2i ' 2 1b h' 1* °q 21 ,b + qq� q°q qg•, g, +° 6' V a +A 12- 3�`Y CI�Ii .,'���.VL ,1. ♦ ♦ �1 q °1 + O ro 11-1 I \ 1-13B - \ PARCEL J E 80' i�I g• A ,1. ►g ,1p 1 �` ° CD M 11-1 2 - ,i?.� PE's ❑RIS• 1284, PAGE S +1 a +b, ' � :+q +10CD > ', q9+11q °'q°° _ °• ��i` 2_ \1,q ' \ ,b ND ORB 1284,+b PACE 5-1r, 0Ip I'll, — — — — — — — — — — — — — — — — — ^�^ — — �o •'�— ^ — T — — —+^— — S 89°59'06'W 50 SEBASTIAN RIVER WATER CONTROL DISTRICT R\W S 89 59 06 W S 89 59 06 W L1z� L10 L 89 X23 W N 8,9'°42 23�W � _ 646.9' 2 -�.� 1, r� ° / ' ( ' ' / ' `! , ' _ d. ��, I - 1329.38' 50' SEBASTIAN RIVER WATER CONTROL DISTRICT R\W 664,69 332,61 ,g� A2 /331.92 33k�92 N 89 2 23 66.84 0 1� ,g SS 89°42'�3'E gq '1' °° ----------------------------------------------------- 6' --------'-------- —-�2---- — -- ° +g X32+�69 �;a� hb\T❑P DITCH -------- + DINT B INNING,a---- WOE 0 �.: `+ �1 +1+ Sr ,0 12-13�- — — ,1a, +b. +� 1 1 ,�1 q' 0` g� ,q `0++q TOP DITCH LINE BEARING DISTANCE N ❑ T INCLUDED 0 CoQ, +g ¢ o, � SW CORNET. NW 1�4 ❑F ,1m� P°ARCLL 2 ` � b 2 ~ ° }q ,2 L 1 N 00°161371E 40,00' L 2 N o0°16'37•E 100,51' `�� Qa'. b� ♦' m THE SE 1/{ SEcTioIii+ 25 ,1� ? 1¢` `� ` +^ ARCEi_S 1 AND 2 ^ P '' .� + + °g h �- ►- ,° `2 _ER ❑RB+11284 PA ` Hus gq +moi c� is 1 , ,1°q ' , +0' ♦b SE}1-tO`I�NER NW 1>�4 ❑F +'4 2° +q `g1 +q}A ¢ ¢ Ag L 3 N 00 24 36 E 148.62 AND g�RB 12$4, PAGE �' ° M'' + } +°• +°'. � THE SE i/4 SF�TION 2� 1g ,+qb + f° L 4 S 42°05'49'E 72,19'�° -rFENCE 1 w w LI J 0_ •^ +b� 1,° +�' .+e Qg► b1A + ^° '1 �} }0� b° +°kg +q 1°�° .+°1 ..}b +° L 5 S 83°25'05'E 49.38' `q L 6 S 44°00'06'E 77.60' ♦b W U ++? +�` +^�+ +1 +1 '1❑P DITC `1 +`' °}° +q� �A }b +q� }aq }1' W WZ°p2e6° Location L 7 S 44°00'06'E 107.55' z + D' L 8 S 89°29'52'E 10 7. 5' N Q Z ,°p Z+O ° eg, ` ,g} \1 �� + ,q} ° .2 'ol '.z z g bei Q �' ,(� ,b� ,b ¢ Z }.+ . + ,+ +' „ ° ♦0♦ °Ra ° +q!2 0, .. , 1 .+ 10 + 6 < ,q� ag LEGEND: .+ 3 tL .,tr 1 ,tor +^ ¢ }1 _,b- g ^} .+ , 1 b +° 0 L 9 S 89°59'06'W 54,12' q + q 2 2 ,�' }g 1e+ U °?� da ,g T❑P^TCH ° +b +� g °' �, '+ _ +g P,❑.B.= POINT OF BEGINNING L10 S 89'S9'06'W 138,98' 0°b V- ,� +y^q D_+ W� ,° 1 }1A1 1c� +"°g" ,g� qa2 +°°A gb2 +q+ 1° -tib +q b^ t t L 11 s s9°59'o6•w 13s.9s' ,r 1b ,b �,1• r-+ ,1 °� g, 2� E LINE S[ C.�yyb 2. ? P ❑ C POINT ❑FAYCOMMENCEMENT +b� 3-i q° +^' }1� +1? ,°}2 qgM +,9 qb 4R "+ +i ` C + A Y L 12 S 00'12'49'W 55,83' W 36'CMP ,g .gc +1.* r+ d' -+ 1 TTP DTC +q• �, a qCENTERLINE R/W RIGHT ❑F W � WETLAND 1 3-2 ,. <���<°V +1.? \+1 1g¢ :+ ,0+ ,1} +Z- b +q' .+0�, ° ,q 0"2 , -}q• °� + L 13 S 00'12'49'W 40,00' Fi e/J = �2 g �^ - q 1 ELEV = ELEVATI❑N L 14 N 00.14'43'E 50.56' 3(� Q L7 +�` 1 d- ,gam + F Zq +: q� MEAS_ V l J w H �b ` 1�/'„ R* : 1 1,� +°g° tiL �,2 ,. 1g2 .+q' b 1� } b +q 10 + !R' Lij W L 15 N 00°14'43'E 241.69' v �' +"' +1 . R? +°'' ,1 R.+1' b► }1• + 1 +q? + p+qa41 �h� b 3 '� IRFWCD — U (aC h , 0 ° y k qk + q 2 q b ♦ 1 MEASURED l0 L 16 N 00°13'47'E 143,36' SE 1/4 SW 1/4 b �� Q ♦ bow " '� °+ 'b ` +��� ' .2° q 0}� g q INDIAN RIVER FARMS M d- Z ♦ �0 + L70� Op 3 W P (n _41 ,b. O F, b'2 b ,1 [` +Zgo . ^?+b + } } (U CONTROL DISTRICT • 1A g^ + ,l O +g k +g +g q }+q? 21 + ,q°+g cu WATER V. L 17 N 00 13 47 E 143.36 �--� o Q • Q :� �' :� �`� W m + _ 0 00 L 18 N 00005'421E 35.80 O ,� r, c} O g. (1J LL �' ,, ^ ° q s0`11 g ° ♦ L1 / ` (�t� 1g• O ° �' +0' g2 ZT } k gg +2 ti 04 A } ,q}' q} � + cu \ ° oo N❑T INCLUDED zN nim ° 1� / ,^/ W* 1 ° m}� ,b 1 1 +� O N L 19 S 00°05'42'W 100,00' ~ N 3� N cu + o O .--� O e-1 • 1' �1- O r♦ O 1q °�` 1 �0 + o' .+°• '+ :+''+q O + �L. O (U I N 2 ,g� O .� 10 Q O �tr .+g. + RZ +g' 11°jg} a. + b q q .N Z L 20 S o0°05'42'w 40.00' 3 z �+I t �O •-i � ; (� Z `fib �?g +g2" Z ' +11q +� ,°�' +q} � +FT ,;,p rn 12 ,1. 10q ` + +I', � +Pb q� �2° bk O `1 +°12 Z ?° � O fi b g• n° + P DIT L 21 N 00°11'02'E 40.00' (� (Ll (iJ Q N +1J O Z L�, }h �`� }g (,u -(L+g HJT❑VDITCH p a� +' • b ►2 .--� /f' ,1?° .+1' ,oh' '."�' ./ OV }g '+^ ,qpb +q�1 ,qp' 'q ♦�1`' L 22 S 00°09'15'W 99.58'MEAS �o z H (� �, 1°.+`�' L 22 S 00409115'W 100,001DEED O W `' >" ,g +g r -t q q2 -' ., , .+`''- •� o° .:. 1. .1 �ti bg o?2 4 gas + 1+ °. U N L 23 S 00°09'15'W 4U.U0' }' +1 +2 b ♦2* ,g"g% 12 + +g� gt� +1 + g+ Q 12 ` 141 ° +q L 24 S 44°00'06'E 63.34' N n>� 1� 0 d� +"� ,`"'� >g� }� LTJ •g' +0. 1°,2 b..:. + ° + +'` Z •'-� (Yd �. ,y Z,^� W ,4' .. d} �y 01°}g oy +° .+1?° 1 .tib -+1' +°? .+q} _,q?q 0`1 Ld L 25 N 83°25'05'W 48,22' J 3 +'�� .+'�`�,r`°..+b 1 ¢ 1°� 1p0 2b ♦° ti }q ♦1b1 ♦gb° b2 .,fib ,11H 2� ;9 °2 ti .+ gA +b }g ° ,ip k °► �% ,0 g� • +°9q +1 1% +� q�i' + +°` L 26 N 42°05'49'W 147.61' Z .° ,� CL ¢ R°+° , ,1 �� +g 2�° +^ 1 1 }b� 4.4 w L 27 N 00'14'43'E 40 00' ¢ J w g}° +� q a , �¢ n`�A~ q +0 °?1 q+ a + _ '°� � �-+ _ } ,b!° o ,° l• 1 g ,°`� } DeT D Ri V E +2�' +b' ,m. P ^� } ,� 1 .,1 ° +°. q 4 ♦ i • / g0 ¢ F- w 1�wz^ ) ..,+^ s ' -''b" n? _' .+gq .,0' +°°0 `b- °p^�1 1 \� L .+1bb3, +°q +bg ,1. ~C°� ,`.,/� ,° +g} L 28 N 89 29 52 W 75.00 [ L 29 S 89°53'07'W 75.00' = y� +` A fig. .♦ << .i . ^ ,b� Zy ,1� ° R 0 tip 1 'S :} �, +-W w0 LL f- .r. A11 ,° .1. .:. ,1• ° E 1 01 .+° + �°+1 °:i �2• .�+0• L 30 N 00'll'55'E 40,00' /I % 0` o �,1 ,° 2'Q } }g � ♦ g• ° A ♦ 2 W L� gbg gq GARA�` r_ b� A +b .1 S +g 1 / ❑ F' T,�--1, S E 1, :+ wq '� ,1' �} W Q OQd (U 0 1 i ?A ?1 ,1 ti gdS +++ FE EL C❑ AIN 59.3 1 A 1�' % +>q? % ,2 ,0 •--I N, TOP DIT 18"rEDAI �� g 1• +° 12♦ ESC �JIjIN }SAN �GHT ]F+° AY , °Zb `1 COUNTY ROAD 510 — 80 RIGHT ❑F WAY FOUND 5/s'REBAR +°q `r'Q 3 '' b�� +0' 0 22 ' °° �� ,°�� b }1p2 } h'� 2 7 / /- U } .+ �1 +°' 1 + } .+°. °� _ 12 b`♦ ' +^b+ 11 + 4311 A q2 b1 b 1330,10' 1255.10 & CAP 'LB -6905' `^ w �30 332.26' +�'� 064.51' +' P� +� b 0 + }a 0 CMP q + 2 6 s 89°53'07"W89"53'07'W° V) as, O /hW �9° 'S2'W + \+^' ,2"q 'gk +'' 1 ti° 0qq 1 A 2 25 S 3 OFFSET EAST L29 L28 L8 N 89 9 52 2 6 cM 23- + 2 + +1 q - } ^ .. ° 1323,04' N` 89°. 9:'2'W +° qbg + mA 1b L27 g2 f ` �- - FOUND PK NAIL 133013' 133012' L13 �• Q�;3-7 • • J .. .. 4.'S`�' �� sr� _ +° 2^ g�$' L - —� - • - - g0 & DISK "LB -205' S 89°53'07'W S 89°53'07'W ° 82-29'52'W 1 �°2 '52'W,?- %. ' 89°29 2 W2 s A +1� °1 • q� '.; � " °� g, �, s! �'_ - • , �, ♦gig 35 36 S LINE SECTI❑N 25 6'CMP ,ba +� ` }q 0b+ +q +° 96'CM PROr'crl i f OWNER INFORMATION RNER OAKS OF SEBASTIAN, LLC 3201 CARDINAL DR., 2nd FLOOR VERO BEACH, FL 32960-2062 DGE PAVEMENT + FOUND 1/2'REBAR & CAP "LB -205" o DESIGNED PRJ DATE 4-18-03 D Neel -Schaffer, Inc. Existing Conditions 0 48 HOURS BEFORE DIGGING �« T°« FREE DRAWN ESM DATE 4-18-03 11 NERNm5CHAFFER Professional Engineers X0519Th Pace, Suite G 3 River Oaks Preserve 1-800-432-4770 CHECKED SWB DATE ------- EXISTING Vero Beach, Florida 32960 772-770-4707 Phase II and III Construction Documents y WATER METER M EXISTING CABLE PEDESTAL SUNSHINE STATE °NE CALL 1 ESM T E REVISIONS PER COS ENGINEERING REVIEW (02-02-06) 10-10-06 APPROVED SWB DATE engineers • Planners ° ecologists • architects ° surVe9pps - (fax) 772-770-4640 ti °F FLT INC. 1 NO. BY REVISIONS DATE FILE NAME ROP -03 -EXISTING CONDITIONS.dwg CA 0000$556 City of Sebastian n. FOUND PK NAIL & DISK 'LB -205" • O� oa �' IR❑N ROD AS NOTED D EXISTING SANITARY MANHOLE T1 EXISTING TELEPHONE PEDESTAL EXISTING ELECTRIC BOX 0 EXISTING POWER POLE EXISTING WELL EXISTING WATER METER M EXISTING CABLE PEDESTAL SECTION CORNER DESIGNATION EXISTING FIRE HYDRANT .—EXISTING RIGHT—❑F—WAY LINE U UI 1 7, LUUb SCALE 1 "=200' STEP W. BOEHNING, P.E. DATE: JOB NO. Florida FL. REG. NO: 52201 WN.01424.001 Map SHEET NO. 3 OF 28 200'x200' SETTLEMENT - Pp ND +� a_ rE •r I ►� h7 7. ►J 0 i P RV*K R POND 8 SIO - / Tractor / 4.59 Ac. / X 0 Vinyl Sheathed EAW Steel Cable ((9800 Lbs. Breaking Strength) With dalwnized Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam sr Slotted PVC Connector Pipe Flotation (6" Dia. Equlv.) (1. Lbs. ' (Metal Collar Reinforced) Closed Cell Solid Plastic Foam Per Ft. Buoyancy)t; Flotation (8" Dlo. Equiv.) (17 lbs. Per Ft. Buoyant - Paiypro Rope r (600 Ib. Breakin 1�18 Oz. Nylon Reinforced o `18 Oz. Nylon Reinforced Strength) PVC Fabric (300 psi Test)-, PVC Fabric (300 psi Stress Plate �Galwnized Chain Test) With Lacing Grommj" }'Galwnlzed Cha a z c TYPE NN D, -5' Std. (Single Panel For Depths 5' or Less). TYPE D2-5' Std. (Additional Panel For Depkhs 5'). ' Curtain To Reach Bottom Up To Depths Of 10 Feet. "�-- Two(2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Called For In The Plans Or As Determined By The Engineer. *' NOTICE: COMPONENTS OF TYPES - AND -- MAY BE SIMILAR OR IDENTICAL ... TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES - AND -- SHALL BE AS APPROVED BY THE ENGINEER. FLOATING TURBIDITY BARRIERS ' Post (Options: 2" x 4' Or r. 2}' Mln. Dia. Wood: Steel 6' Max. , ��1.33 Lbs/Ft. Min.) If I� �- 18 Oz. Nylon Reinforced PVC Fabric (300 psi Test) ! • Yor i O A '�Y_ rig I GENERAL NOTES °D 1. Floating turbidity barriers aro to be paid for under the Jcontract unit price for Floating Turbidity Barrier, LF. s.. pp��p 2. Staked turbidity barriers are to be paid for under the contract STAKED TURBIDITY BARRIER unit price for Stoked Turbidity Barrier, LF. Proposed Toe Of Slope L E 6 V Existtn9 j 1- Shore Line knits Of Const. t5Yw'i Causeway \ k ZAP _ Limits Of Cons . Shore Line Shore Line • • • • Turbidity Barriers Ag 5 SYP\ao\ I ,np� Note: s IF�.f�\�A Turbidity barriers for flowing streams and tidal creeks may be either floating, or staked types or any combinations of types that will suit site • • i • • conditions and meet erosion control and water Curret quality requirements. The barrier type(s) will nu� be at the Contractors option unless otherwise specified In the plans, however payment will I "t 1 Sticture Alignment be under the pay item(s) established in the plans for Floating Turbidity Barrier and/or z • •• Staked Turbidity Barrier. Posts in staked NOTES: turbidity barriers to be installed in vertical position unless otherwise directed by the X", 1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. Engineer.; 2. Number and spacing of anchors dependent an current velocities. * }° ".. 3. Deployment of barrier around pile locations may wTURBIDITY DETAIL LEGENDry to accommodate construction operations. • Pile Locations , ... . 4. Navigation may require segmenting barrier during construction operations. ® Dredge Or FlII Area�3 5. For additional Information see Section 104 of the Standard Specifications. -a Mooring Buoy w/Anchor TURBiDITY BARRIER APPUCA71ONS Anchor f TURBIDITY BARRIER DETAIL O BoarrCferMovement Ac Due LEGEND DENOTES PHASE LINE ,. DENOTES STAKED SILT FENCE BARRIER AS �s SHOWN ON DETAIL. THIS SHEET j DENOTES AREA OF SITE TO REMAIN UNDISTURBED DENOTES AREA OF SODDED STABILIZATION I------------------------ 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL 1 ESM REVISIONS PER COS ENGINEERING REVIEW (02-02-06) OF FLORIDA, INC. IT NO. BY REVISIONS 1.4 \� ,,_PHASE III 200'x200' SETTLEMENT ` -POND S EXISTING.,/WETLA D p A 1 YT A /r/•1`-'.•.r1r Ct/rr%1r1rr'1% Post Options: Wood 24 Min. 0/ Wood 2" x 4" Oak 1 ;"x 14" 11 Filter Fabric (in NOTES: �- Steel 1.33 Lbs/Ft. Min. [ _ 6 Max. _ Conformance With Sec. 985 FDOT Sec. 1• AFTER SACH STORM EVENT, THE SILT FENCE SHALL BE INSPECTED. L Spec.) SEDIMENT DEPOSITS SHALL BE REMOVED AND WASHOUTS/STRUCTURAL 10 CID_ FAILURES SHALL BE REPAIRED IMMEDIATELY. a 2. SPLICINt OF FILTER FABRIC SHALL ONLY BE DONE AT SUPPORT POSTS o ;c WITH MINIMUM OVERLAP OF 6". M I .� t to, 3. SILT FENCES SHALL BE REMOVED ONLY AFTER DISTURBED AREAS HAVE +BEEN STABILIZED WITH SOD OR SEED AND MULCH. ELEVATION 4. SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR Optional Post Positions 20*0' Principle Post Position STAKED SILT FENCE (LF). (Canted 20' Toward Flow) IiL 61 , Geotextile Silt Screen Staple To Stakes With Minimum 1' Overlap 0 All Seams fo Backfill Trench With Clean Sand Over Silt Screen Runoff From Construction r ' Trench. 4" x 4" Min. SECTION SILTFENCE I vet ---------------------- - - ---- -------- -- ----- - --------------------------------------------------------� 1 _ OMNAXIM POND 6 SMRMWM Tmet 3.17 Aa. LOCATION PIT PH iJ C014STRUCTION ' / ENI RANC� (SE DETAILIH~ S �'HE i / ULNU RiiG POND 21 / SMRIMATER MANAGnENT PORRON OF Tract 'S' `\\\ 1.97 Ac. 41 \� 1^ FLOATIivG TURBIDITY--..: �... --�-'� WRIER LOCATION OF� PHASE' III /�CONST �UNION �aT�NCE�SEE )ETAIL IS SHG)/ FLOATING TURBIDITY DADDIDp North SCALE= 1 " = 120' Location Map EROSION CONTROL AND SEDIMENT CONTROL NOTES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CRITERIA SET FORTH iN THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND FDEP LAND DEVELOPMENT MANUAL AND SHALL BE SUBJECT TO APPROVAL BY LOCAL GOVERNMENTS AND WATER MANAGEMENT DISTRICT(S) HAVING JURISDICTION. 2. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING ANY CONSTRUCTION. THEY SHALL BE INSTALLED, AT A MINIMUM, TO THE LIMITS SHOWN iN THE DRAWING, AS REQUIRED IN THE SPECIFICATIONS AND IN ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS. THE COST TO THE CONTRACTOR FOR ALL EROSION AND SEDIMENTATION CONTROL IS INCLUDED IN THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE OWNER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORARY EROSION CONTROL FEATURES. 4. CONTRACTOR IS TO PROVIDE EROSION/SEDIMENTATION CONTROL PLAN TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND ON AREAS WHERE CONSTRUCTION -RELATED TRAFFIC IS TO ENTER AND EXIT SiTE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR iS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. AN EROSION CONTROL BARRIER SHALL BE ESTABLISHED AS SITE CLEARING PROCEEDS AND MAINTAINED UNTiL SUCH TIME AS VEGETATION OR OTHER CONTROLS BECOME EFFECTIVE. 5. ALL EROSION CONTROL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH INDEXES 102 AND 103 OF THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, 2000 EDITION. SILT FENCES, HAY BALES, AND/OR TURBIDITY BARRIERS SHALL BE INSTALLED AT ALL OFF-SITE DISCHARGE POINTS. ALL EROSION CONTROL DEVICES SHALL BE LEFT IN PLACE UNTiL THE DISTURBED AREAS ARE COMPLETELY STABILIZED AND/OR VEGETATED. 6. SEDIMENT BASINS AND TRAPS, PERIMETER DiKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE �j FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. U 7. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD 0 CONDITIONS AT THE 71ME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON L BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ONTO H ADJACENT PROPERTIES. LV 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION 'SHALL BE PROTECTED SO THAT SEDIMENT -LADEN r WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. THE CITY OF SEBASTIAN REQUIRES A RECORD OF ALL EROSION CONTROL INSPECTIONS (ONCE A WEEK AND/OR EVERY RAiN EVENT.) 10. LAKE BANKS SHALL BE SODDED FROM WATERLINE UPTO TOP OF BANK. THERE SHALL BE EITHER A "TRENCHED -IN" SILT FENCE AT THE TOP OF BANK OR AN ADDITIONAL 15' OF SOD TO PREVENT SEDIMENTS FROM BEING WASHED INTO THE LAKES EXISTING GRADE 3.0' BELOW EXISTING \\ \\\��\\��\\\, \�` GRADE 200.0' SECTION A -A NO SCALE Florida Erosion and Sediment Control Inspector's Manual DiVERSiON RIDGE REQUIRED FfIERE GRADE EXCEEDS 2% Z % OR GREATER FX15TING PAVED RO,4DWAY i FILTER FABRIC SECTION A - A .. NOTE, // 5PI11Y{AY U9E SA`NDSA65, STRAW BA1.E5 SEDIMENT BARRIER OR OtHER APPROVED MMH005 (STRAW BALE TYPE 540WN) \ TO SIZE RUNOFF TO BASiN SUPPLY WATER TO WASH / WFIE E S IF NECESSARY. I 1 a o I >' ry FLOW ✓ FLOW . a 0 A 4Qe c I A 3'-B' c VRSE M `` G AGGREGATE n Z I MIN. 4' THICK CLa C7 U) 1 DIVERSION RIDGE X W 50' MIN. PLAN NOTES' I. THE ENTRANCE SHALL BE MAINTAINED iN A 2• WHEN WXZSSARY, Y*aM-5 SHALL Be GLEANED CONDITION THAT ILL PREVENT TRACKING OR PRiOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-KAY- M-cWN6 OF SEDIMENT ONTO PUBLIC, RIGHTS- °-E P! 99 K` lIN6 15 REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED OF -WAY. TH15 MAY REQUIRE TOP DRESSING, WITH CRUSHED STONE REPAIR AND/OR CLEANOUT OF ANY THAT DRAINS INTO AN APPROVE 9 5ED1M1ENT TRAP USED TO TRAP SEDIMENT. OR SEDIMENT BASIN. L IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII L MF IR VFhII IE A A A --- -"-------- -- I �. I 1. ..t..1� Y �. '1v: - L - tiM. Ati'i•:•i•Ii•i ih•i4•: :• YM: fi i•i':Yih•i IitiY:•:•i'Y:'AMii444:'i4•i4•:YiY:•:•iY�:V:i•:':•:+:4••4+:.f::M:4•:4ti+r:••i.-I:.i : •:L.: ..-• ..:.:4 .444 :i.1a:':.:+:.: .44Y::W:•:44,:x. iii: :44u: :'.t-.t::•�:t1::1.'�:• _ ........................ - - - - - ���/� r - ,.._.... ............ _ - sCF*S w' 4: __ uLE VG�G� ter. n��r 1 1 PERAM� i t�t1a ANERS /11V 1.- ......:-:::-%-:i:,-..::::::• ::• :•:•:::::.::::::::::::::::::::::•:::::::::::::::• :• :::•::::• / r ::::::::::::: ..:X X :::::::.:•:::::::::::::.::::::::::::::::::::::::::........ . 11 ................ - - - - Lot 208 g,79:::•::•::•;::•::• ::.::::::::::.. •: •. •:::: •::.•::::::. g r Lot 177 h START CONSTRU A ' • • Lot 1 0 CTION: JUNE, 2005 1 (IRC) RS 10 (COS) PROP PUD R (COS ::.::.:::::::::::.:.:.:.::.::::.:::::: i:.--:.:'::..-' - :::•:::':::::. ) I Lot 207 ::': I I Lot 176 MINIMUM LOT SI7 Lot 189 •E EN CON 200 000 RU S.F.. 4 CT]ON: MAY 2008 9500 S.F. 7 ::, ,150 S.F. ...............:.; + I MINIMUM LOT Wi 4TH: Lo ..::::::........i::: 150 Lot 206 Lot 205 Lot 204 Lot 203 \ / _ ft. 80 ft. 55 ft. Lot 202 • •::::::::::::::::::: �: PHASE `., . 1 START END CONSTRUCTION JUNE 2005 MAY 2006 Lot 201 Lot 200 1 i % / MINIMUM LOT FT: ONTAGE: 30 fL 30 fL 30 fL Lot 199 + D PHASE 1! START/END CONSTRUCTION JUNE 2006/MAY 2007 MINIMUM YARD SETBACKS.. i \ + PHASE !1 1 START END CONSTRUCTION Lot 191 UCTION -FRONT: JUN E 2007 MAY 8 Lot 198 + 2007/ MAY 30 / �,'•% Lot 188 I 25 25 ft. I Lot 209 � - - - - - - - - - - '- - - - - _ ._ Lot 197 I J � I Lot 178 � \ \ -SIDE: 30 fL 10 fL 7.5 ft. / - - _ - Lot 1 s I TRAF=RC STAIE�AENT -RE -t I I - a 6 I //,, I L t 175 .4LOSURES. 20 fL 25 ' .,.. +�. I ft. fL ,,,,/ POOLS/ LEN:. �� Lot 195 I �I I o 1 TOTAL D.U. = 365 -FRONT: 25 ft 20 fL 20 fL \ � z Lot 192 / I 1 ��� ��-------- ---- - Y�`n Lot 194 / Lot 187 t tl I _ / _ / Tr t . � ADT 9.57 TRIPS D.U. = 3.493 TRIPS PER DAY -SIDE: 10 ft. 10 fL 5 ft. Lot 210 1 - I _ _ = = -_ \ / j 1.' A , ; I ENTRANCE / EXIT - ',746 ENTER PATIOS: 10 fL 10 ft. 10 fL Lot 179 1 t, 1,747 EXIT SC °' v 1 ` ' PM PEAK HOUR -FRONT: 5 ft. 5 fL 5 fL a> Lot 228 Lot 229 Lot 230 Lot 231 -\ \ � \ \ I \ � - 1 -SIDE: 5 fL 5 fL 5 ft. Lot 232 Lot 193 / / , - - 0_ PMPH TRIPS = 1.01 TRIPS/D.U. = 369 PMPH TRIPS Lot 233 I \ Lot 186 I ; - _ Lot 174 - _ -REAR: 5 ft. 10 fL 10 fL ENTRANCE /EXIT 64/36 I I I l \ \ iN \ \ / 1 ' - - = I DECKS:FRONT: 5 ft. 5 fL 5 fL I Lot 211 I I Lot 234 / / Lot 244 \ \ "" \ / 1 L t 180 H = 133 EXIT North ALE= 1 " = 120' 11111 ku I , I I \ / '�: �..� ' ° / :� ; -SIDE: 5 ft. 5 f . 5 fL - -,'�, I I I / Lot 245 ( Lot 185 - / / _ `� N PROJECT �-�I�r I -REAR: 5 fL 10 fL 10 ft. LI Location Map 1 Lot 212 I \ \ / % / Lot 173 =.iii MAXIMUM BUILDING HEIGHT: 35 ft. 25 ft. 25 fL _ bo I I I / / Lot 243 Lot 246 > ''<: \ / '.' ' .' ACR DEVELOP ADJACSINGLE ENT 0 THE FAMILY PLANNED NORTH SIDE DEVELOPMENT C.R.510 ANDNA 147.74 APPROXIMATELY MAXIMUM BUILD NGS COVERAGE. 20% 30% 40% W Si C INFORMATION Z Lot 227 /\ \ \ \ Lot 184 / / Lat i 81 / :: I I i Lot 226 Lot 225 / Lot 247 / / \9 / / / 3/4 MILES EAST OF 82ND AVENUE. -IMPERVIOUS AREA: 40% 55% 5576 Lot 224 / / / \ \ / /Lot f83 / i MINIMUM SEPERATION DISTANCES: BITE DATA Lot 213 Lot 223 \ \ Lot 172 PUBIJC FAC -"Y IMPACT STATEI MEW -BETWEEN RESIDENCES: 30 fL 20 ft. 1 % 0- I ` - - - Lot 222 / Lot 242 /���\ , / / Lot 248 \ \/ / / / :: MINIMUM OPEN SPACE: TOTAL SITE SITE AREA - 6,435,563 s.f. - 147.74 Ac. I 7 ' ` � - - _ 4, / / / / \ / ;;; THE PROPOSED PROJECT HAS BEEN DESIGNED WITH AND IN ACCORDANCE WITH THE -LOT: 60% 45% % NUMBER OF LOTS - 365 -� - T--- I / \ \ / / `� \ Lot 249 \ Lot 182 / REGULATORY REQUIREMENTS OF THE AGENCIES HAVING JURISDICTION OVER THE SAID :.. ... -PROJECT: 40% 50% 50% I +""', ' I \ \ \ / / \ \ Lot 17f PARCEL AS SUCH. IMPACTS 0 PUBLIC FACILITIES. i.e. TRANSPORTATION. UTILITY, 55' WIDE LOTS - 265 d, , „ \ \ / / / . ,..,. MINIMUM R.O.W. WIDTH: 50 50 5 N ;,,K, 3 ; / \ / DRAINAGE, PUBLIC SAFETY ,PUBLIC HEALTH WILL NOT BE ADVERSELY AFFECTED BY \ - ... / \ / / \ \ /\ \ / 70 WIDE LOTS - 100 Lot 250 / Lot 214 L \E -PROPOSED-DEVELO P - of 241 PMENT. ' / /\ / r ., /' `''' C ,AVENUE � �- - _ \ / \ / -589`49"4 L- 17 IXI - / / \ STING DIRT ROAD = DENSITY "�' �. / \ \ / •::::•:. � ::::::. � :: •::....... - 365 DU 147.74 AC :::::.::.::::::.::•::::::....:::.:.::::::...:::::::::::.::::.:::.::::::::::::.:::::::: •:::::.....:..:::, .,.......:�� 11 pp /.......................................................1�.......1.T..................................... .. . r r. .............................................................................. . . , .-*% ., .-,-...-,,....-,....,,..,.-,.:---... . ...... r .......................................................... . .................................................. ..................................................................................................................... ,...................... . .............................................................. .................................................................. ....................................................................................................................................... ................................................... . 1:............................................................................................................ .,,,................ -1 ........................................ ....... 2.47 DU ACRE ................................... / ........................ / ....................................................................................................................... .................. ...... I �-- ` Tract E � ` /Lot 170............................................................................................................................................... .. ,.. _........ . Lot 251 \................................................................ ,............................ ....................................................................................................................................... ...... .. . ........................ ............... ....................................................................... ................................................................................................................... .................. . \ REQUIRED = ................... Q OPEN SPACE 3 / .: •:::::::::::::::::::::::::................................................................................................. .............. 217 78 .........................................,.,.,...,............i",. " -,................ , 2 s.f. 73.87 Ac. ....................... ................................ . .................. ..................... ....................... .. ................................................................................................ I I / 4.59 Ac \ / ...................... ......................................................................................................... r .......................... ...................... .....................,., Lot 217 / ....................................................::::1# t..#`.............. . ..... ... . ............................................. Lot 216 \ . /::::::::................................................................................................................................................... :.:..:............................................................................................................................125.; ::•::•..:::.:...................................... :.::..:•................................................................................................................... Lot 218 / \,,.............................. .... Lot 240 ............................:............ ,,...,.......................................-.......................-,... .. Lot 215 I / \ / \.......:....................................................................................::•::::::::::::•::.4 ......................... ................,.....................................................-.--,.............................,,. I I \ ...... .......... PROPOSED OPEN SPACE .. ,......,. ... ..................... .. ..... %.. Lot 219 \..................................................................................bkl..,.,,,...................... \ / \.......................................................................... ............................................................. ................................................................ / Lot 252:.......................................................................................................................:.................. ,,................. ,. .............................................,-......................................... _ Lot 169...........................................................................,-.,..,,.,....,..,..................,........,,,.,..,............................................ LOT AR = / \...............................................................................,.,....... EAS 30% max 1 000 935 s.f. 22.98 Ac. . . I I Lot 220.........................."-..:-..............................,,,,..,..................,........-.,-...................,...,....................... ....................................................-........................... .................................. ............................................................................................................................ ............................................. .. / _ \ \ `:.......:•:......................................................................... .. / _ \\ a a / - LAKE AREAS 30% moX % /' 751 59 2 s.f. 17.25 Ac / , (max) \ ' r I I \\ I \ 0 WATERS EDGE) Lot 22 ' 1 / / / Lot 168 Lot 253 ._...-...........,.. _._.......... Lot 239 .... _ - ._.-. PRIVATELY OWNED L ,_.... IMPERV. AREA 605 47 1 e.f. 13.90 Ac. '0:24- e: - / / A a r r _,------ �-'-_-'-- / '.� /� \ \ / / / Lot 16 --------------------------------------------------------- .. - - --------�, `:. ` \ \ ------ � ...•'�`�`"�`�"-`� {PAVED ROADWAY &SIDEWALKS) \ 7 ' / ----____-- -------------------------------------------i I I TRACTS 'A' 'C' 'F' 'H' '1' K' 'L' - 1,291,686 9.f. - 29.65 Ac \ \ \ / / �'� \� \ \� Lot 254 _1 Lot 166 i'� • • -�, / ,, Lot 275 \\\ \ \ r I M . N . P . Q . 'T', U . Alli. X -� � / \ \ / i �, Lot 274 \� � � \ �; -` � , / Lot 144 /, \ \ ` \ \ Lot i 65 - - / Lot 143 � Lot 238 // , \ \ \ � ,, ww , / I TOTAL PROVIDED RPOPOSED OPEN SPACE = 3.649,684 s.f. 83.79 Ac. \\\\ Tract 'D' / - -� . / / �/ Lot 276 \��\ \`�\ Lot 255 \ \ Lot 164 w \ Tract 'G' �� Lot 145 TRACTS ♦\\ I I I p r - r i. - - �\ \ \\ \ at 163 www\ 3.17 Ac. I TRACT , A. ,,RECREATION/.LANDSCAPE .... ... OPEN.SPACE 77,885 S F _,..,.. ,, "." 179,...AC.... \ 2.64 Ac. I "", _ - _ - // \ \\ \ \ `� I I TRACT: _B STORM\WATER MANAGEMENT LAKE AREA 48 038 S F 1 10 AC `\\ I I r r r r / Lot 273 `� \ Lat 162 ,.:. • - \ \ / / / \ - I I I TRACT. C CONSERVATION EASEMENT ,' OPEN SPACE s 10,527 ` 5 F .. 0.24: AC, \ \ I I _-_-- _-.' - -_ •� \\\ I I \ \\ Lot 256 / \ \ L°t 161 \ 7RACTs D STORMWATERMANAGEMEN 3"""LAKE AREA ' 114,840. 5F. \\\ 11 I i< _ [ . r r r r r - \\ ` 1 ! \ `� \ \ / / \ ,f\",,=��;. /J / 264. AC _ ( w� -� ._ .. .... - _- _- -- _- _- - �� 1 \ \ - w� I TRACT ,: t, STORMWATER MANAGEMENT 1AKE AREA 200 037: S.F. 4,59: AC. F ._:rrrrrr _ `:. / Lot 257 �� \ Lot 160 1 /// Lot 146 Lot 142 TRAGI: f ;UPlANQ BUFFER 1 OPEN SPACE 198,1701 5 F . _ 4.56: AC. _J 1 I- _• _• -• _• -• -• I r at 272 \ \ / �. \ \ \ . ,..� ,..M... I \ Lot 159 , / TRACT: G: 1STORMWATE A \----------------------------�/ r r r r r r r r , \ I RMAN GEMENT: : IAKEAREA 138034:::.5 F' ,...::_ 3.17:: AC..: / \ \ Lot 258 >, - _ - _ - _ ` - - _ - _ ` - - Lot 277 / \ \ \ \ / \ : _ w // I TRACT H C°NSE0.VATmN ANIT LIMrrEDDRAINRGEEASEMENT 9p NI SPACE - :: 342 549::J S F. :.: 7.86Y AC, r a r a r r } \ / \ \ �`•„ti ", .z. \ Lat 15$ r r r \ \ it 27 .: ,. - / / TRACT 1 PUO EASEMENT : OPEN SPACE::: 400 T5.F. 0,017 AC. I - _ - - - - - - _ - - \ / Lot 259 \ \ Lot 157 TRACT i STORMwATER MANAGEMENT: LAKE AREA f95 164 :: - - - - - - - / r r r r r r r r a r - i'},tir \ / '<'�ik `w`\ \\ /%/ \ \at f47 / I .... -... ... .; .. ':, a 5 F 448: AC. (, _ _ _ _ _ _ \ \ / \ \ \ \ z;. \ l / TRACT $ CONSERVATION hND UMITED DRAINAGE. EASEMENT : OPEN SPACE -::: 32,083,:: 5 F ... ..= 9,741 AC. 1 - - - - - - - - - - \ L/ot 270 . \ - ,- \ \ Lot 156 / / \ .... - :. _ r r r r r r r r r r r - / \ \ / / /j \ - TRACT E' :RECREATION /LANDSCAPE. OPEN SPACE - 7 :150 :: S F 0' 16 AC _. _- `� \ / \\ \ \ `�!„ >_ \ Lat 155/ ........ / Lot 141 TRACT M RECREATION / IANbSCAPE.- OPEN SPAC£ 17 804.:: S.F. Y S _- _- _- _- _- _- _- _- -- -' � � / Lot 1415 \ . !T :::< __-,,4 :� r m 041- AC ' Lot237I rrrrrrrrrrr.� Lot 269 �� / /Lot 340 - _ _ _ _ _ \ \ at 154 \ CV TRACT .. N; RECREATION / LANDSCAPE OPEN SPACE 34 130 ,: S F . ,...:_ 0.78; AC, o Lot 236 - - - - - - _ - - - - -- _' Lot 278 \ \ \ \ / o I r r r r r r r r r r r r .: \ r \ \ / / Ot 339 TRACT 0, STORMYIATER MANAGEMENL, LAKE AREA 103 {90.,_ 5 F ? ".:.: ... 2 3B AC o I P _ _ _ _ _ _ _ �, Lot 279 'w \ . • / '\ ..<N.,._ i Lot 140 �., :: _ Its .� - - - - - - - - - - _ - "" / / ,; , �� / / Lot 153 / ,TRACT._;P, DRAINAGE: EASEMENT .-.,••:• a „.:.,.•, CIPEN; SPACE€-..." i1s,75S. , S F ...2!b6, AC _< \ / o TRACT: ! CONSERVATION EASEMENT' F ,...., r .. .,, r \ of 268 \ / / Lot 260 / Lot 338 \ \ ,. Lot 149 - - - - - - - - - - - - - - - \ \ - / \/ L°t _ cV .. OPEN', SPACE _.::• 129 755...5 F � ..... 2 98 AS... / Ot 2$D \ / \ LOt 337 :<. 152 C/ / _ TRACT. R 5TORMWATER MANAGEMEN2: TAKE AREA 92 643: ? S.F. : 2.13' AC::: �\ Lot 235 : r r r r r r r r r r r r r r r� w / \ `- ss:. ......... \ �- - - -' - _ _ _ _ _ z \ \ �� / \ / / ; :., \ / II TRACT: 5; .STORMN/ATER MRNAGEMENT;; 3AlFE AREA:. ; : 85 787.:: S.F,...,.. = 7: ,:, - - - - - - - - - - - - - - - - - - - . Lot 267 \ \ /� \ Lot 139 1 -s ......:.. .. :.:_ ,., .. ? 9:..., AC / r r r r r r r r r r r r r r r r r r r \ ! \ `� \ \ LOt 336 \ i<,,, LOt 151 / // TRACT' T RECREA Id AP ]� _ _ _ .. ..;i _ - _ _ _ - - - - - _ _ _ _ _ Lot 281 \ / \ T N f LANDSCAPE:::::: OPEN! SPACE 7,8fi7.;,;5 F .";., :.. 4 18 AC :. x. _- - - - - - - - - - - - - - - - - - - - - s \ / Ot 335 I I TRACTt : U ::DRA[NAGE EASEtIENT x .. \ _ dPEN'SPACE 218 ... " r r r r a r r r r r r r r \ \ o f. r rrrrrr r Lot 341 \ or i TRACT: V ySTORMWATER MANAGEMENT;; , IA- AREA . ,:: 60 729:: S.F. 1:39' . AC.:: ,:w 1._. Z' ` - - - - - - - - _ _ - - • - - - - - - - Lot 266 Lot 261 rr / - - - - - - - - - - - - - - - - - - - - - - 7 Lat 334 \ Lot 13$\ t C� , / \ \ / I I N t'RACT V f `RIGHT OF WAY DEDICATION _ ,KK, �,. ,„ _, r r r r r r r r r r r r r r r r r r r r r r r Lat 282 \ ._ / \ \ <.,.. Lot 150 / / ... :::.:. .._,..-. �, OPEN.SPAC£....... 70779':.:5 F 167:- AC::': \ \ at 333 / 'n TRACT :) : R HTS) WAY DEQICATIO OPEN SPACE 19 8 1:€ S.F. .- :: 4.46 A .�I` r r r r r r r r r r r r r r r r r r r r r r r r r .i / :. \ / -- \ . '' / / O 7:= \ \ Lot 265 \ f \ / / I `z 3zz is s F I n - - - - - - - - - - - at 3 F _ _ _ - - - - _ \ L 32 ... , i ... .,:.... „ ....t"...._t. , - - - - - - - - - - - - - - - - - - - - - - - - Lot 283 / \ / \ / _... / Lot 137 a x;�. r r r r r r r r r � r r r r w::% \ / l l ' : `_ 1 �� �` \ amu.<__ / _?i / / I TOTAE OPEN SPATE TRACTS ':`: `>3,283,376'`'S.F. �. .. 29.46$ AC ,M Int r r a r r r -�}� - \ �. ` �' •- \ ���- \/ / Lot 264 / / / Lot 342 / / \, � Lot 331 \ � \ y / / / I N / r r r r r r r r r r r r r r r r r r r r r r- of 284 / \; - \ /, tS� -- _- _- _- _• _- _- _- -- _- -- _- --/ - - -- -- -- -- -- - \ ,�,, < \ / of 263 / / Lat 330 \ / i TRACTS H & K ARE SUBJECT TO A CONSERVATION EASEMENT IN FAVOR r r r r r r r r r r r r r. '� r r r r r r .:, / OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PURSUANT TO k .:. . ` - ;� ;,_ ;�-� Lot 285 \ \ \ \ \ / / Lot 262/ ' / L\\\ ` ��`_�`` - Lot 329 \ / /Lot 136 �i' i i SECTION 704A6, FLORIDA STATUTES. ,p - - - - <i _, _- _, -- -- -- -- -- -- -- -- _- - Tract H • -- -- -- _- -- _- _•. L / / ��;\ ,\ \ Lot 328 \ \ \ l \ Tract 'S' i i I TRACTS 'C', 'U', 'P' & 'Q' ARE REGIONAL. DETENTION LAKE/EASEMENT 1r r . r r r r r r r r r r r r r r• r r r r r r - - - _ - - - _ !, - - _ _ _ - _ - - - _ - _ - _ - - - - - - - _ - _ - - - - 7.86 Ac. - _ - _ . _ - _ - _ - _ - _ - Lot 286 d �"' \ / / Lot 343 \ - \ \ \ Lot 135 \ \ I I FOR SEBASTIAN RIVER WATER MANAGEMENT DISTRICT r r. r r r r r•- r r r r r r: .y A�{`y.. \ ii \w \ w ' - ' ` \ \ Lot 344 w \ \� Lot 327 \ \ 1.97 acres ' r r r r r r r r r r r r r r r r r r r r r :: T u r a _ / \`� `� \ \ ` 1' ---_---------_-_ __-------------_-_-_-_ \ \ \ PHASE I SITE AREA 2251732 SF 51.69 AC 34.99% -� `'r% . r r a r r r ` Lot 287/ / \ \ Lot 345 Lot 346 �\ Lot 326 \ \ Lot 134 \�� 1 1 DENSITY - 115 DU/ 51.69 AC - 2.22 DU/ACRE a r r r r a .r r r \ \ \ \ III _ Z PHASE II SITE AREA 2.451.899 SF 56.29 AC = 38.10% ' ._ ' ...r .= .:..` .= .:...: ' .:.:.:.� .:.` / /%t 288 \\ \ \ \\ _ _ -` / �\ \ \ Lot 347 I / \ \ \ `\ /i I _ . . .= •.- �: •: . •. - - •: `.- - ..:.:.:.= .: ,." ,....: L / Lot 289 ! } \ � \ \� i� DENSITY - 133 DU/ 56.29 AC - 2.36 DU ACRE S89'59'06"W_ - - - N89'42'23"W- L=-331;:27 - - - 1 -.; .:..: r r .. .... .:..-.:..- - .: : - of 290 I / 1 - c \ \ \ Lot 3 �/ / `\`\\\ Lot 325 \ \ Lot 1<;i i \`�\ / I _ _ _ DU/ PHASE III SITE AREA 1 731 933 SF 39.76 AC 26.91 % \ _= = ,-- ,= _ •= Lot 291 , \ "` dot 349 �` \ \ \ \ / / ` \ // 1..1 DENSITY 117 DU/ 39.76 AC - 2.94 DU/ACRE L= 54.12 s '` _^_- '�;;-_-----_-_--_---_- / " \ ,., \ \ / / Lot 350 `:\\ Tract 'J' ���\\ Lot 324 \ V / \.\, N `� r r _ r r r r r r r / / r'l l \ J .48 Ac. \\ i of 132 w _ _ Z� - C ItDIAN � COLON r Lot 52 f r r-�r r r a ..'.:.:-:\_ f < /Lot 292 L Lot 351 \ 1. �\� \ = �- •- •- •- of 293 \ \ \ ��\ \�\ Lot 323 \ \ A-1 Lot 53 .... :jract 'I' / ' of 294 9 \ `\ \`\ \ Lot 131 zoNINal c:mr of SEBASMM -U01 Ate=• N :A yl Lot 51 \`�.:.:.:...; .: r sof s.: / ` of 295 \ \ \\ Lot 352 \\\\ `\\\ PUD -R \ \ \ Lot 50 _,, j ;_ -, ,.-.t /r of 296 \ Lot 353 \`� \\ Lot 322 \� Lot 54 / \ Lot 49 - , _ _ r . a j _ Lat 297 \ \ \ \ \\ \\ \ \ Lot 130 LAND UM - CU EW ICRAN RIVER COUNTY � r r a r r - r= a _. - _ ` RESIDENTIAL I .__ Lot 48 `! r r r r r r r� / !a �,� �t Lot 29$ \ �\` \\� Lot 321 \ \ 1 Lot 47 _ - -- - Lot 354 \`� \\ \ _ I ( r \ r -... r r r: :.� _ +-• Lat 299 \ \ \ \ LAND 118E i :- j ____ � I \ / Lot 46 - - - ;� = - -_. � � � � { -� - _ _ = �•ract'� . ; / \ � \\ � \ \ Lot 129 � L.D.R. Cil'Y OF - SEBASTIAN i ,; \ \ Lot 45 y % �= % / _ ` '� ..OS4 '} c i J ' Lot 300 \ % ► \ Lat 355 j ��`\ \` \\ \ a - - ` Lot 55 � � v , Lot 44 / ' '' \ _` C \ / v v Lat 320 \ i N 3SLFNEYOR ( ( \ \ . ;µ-, _z!z_ \ Lot 43 / / /• - _- _ Lot 30f \ / 356 \\��` \\\\\ } Lot 128 v \ \� / vv v v \ DAVID M. JONES 1 r j I �� -v v v % / / I - / w,`-- , -, , < ` 111 A \ Lot 319 1 } 4 � PO Box 650674 - I Lot 56 I Lot 81 n Lot 42 - a 1 I v vZ / / / Lot 302 �` Lot 357 vv` v 1 4 VERO BEACH. FL 32965 - I I Lot 82 �� `�� / i ` A v`� v v Lot 127 in (772) 567-9875 / Lot 41 Lot 40 Lot 39 /\ ` \ \ \ I o -,:!I i I - I Lot 83 �� r / Lot 3s Lot 303 / 11 I o AC ENT Lot 57 I I Q \�`` \\ \ \ Lot 358 �`\ 1 I Lot 318 cn y" "� \ `` \ / t Lot 37 / / \ \ ` ` I I WCGINEEL-SCRAPPER INC. - . i 1 ,�o Lot 84 Lot 8 \ � -w' ` - _ / / iCot Jul—� \ �`�\ I I I ? I Lot 126 1705 19TH PLACE, SUITE G-3 - _ - �_ Lot 3s / \ Lot 359 \ w t // \ �\ I I " ' I VERO BEACH, FL 32960 _ . Lot 58 I I 8 � � - . _ - \ f : .., I Lot 8'0 -\ ``� �-�.,,,,� �/` \ 1` / // \ `�\\ � � Lot 317 i I (772) 770-4707 I 1 i `� I- ° / w__ - _ A �I /Lot 35 Lot 305 \ \`\ I I I Lot 125 >t301L TYPLS _\ , I o l ti r" / \t . -- ":`�',.. \ / \ Lot 360 \ `J� L.ECIEND I I - -- `` S v / \ \, M #'- I THE SOIL TYPES AS DETERMINED BY THE SOIL SURVEY OF _ W \ Lot 59 I 'I I µ��_ ., / Lot 8s ( / r- - ` \, ct ' ' Lot 306 \ Lot 316 1 -' ..- 1 }- ..�.<., / I I � \ \ \ Lot 34 \ \ Lot 361 / - I INDIAN RIVER COUNTY, FLORIDA FOR THE YEAR 1984 ARE: .:... -" t } Lot 7s Lot 70 Lot ss \ 2.6 Ac. \ / / - - - J Lot 124 EAUGAWE FINE SAND Tract 'M' l' I Lot 91 _ - Lo OLD DENOTES TRACTS FOR RECREATION LANDSCAPE } C t so I SAAR FlNE SAND 0.41 Ac. Lot s2 / \ :. �:::::• :•:::::::::::::. �. .. Lot 307 _ \ } Lot 33 / 1 RM Lot \ �t 362 ERA FINE SAND 60 % J I I \i / f// j. r - - 'z 1 Lot 93 / �\ Lot 315 I WABASSO FINE SAND U, ` ' ' t \ Lot 78 Lot 71 1 t .' I I / \ Lot 3 Lot 308 I Lot 123 RIVIERA FINE SAND, DEPRESSIONAL a DENOTES WETLAND DEUNIATION _N = - - - • " " \ \ w �" \ • , // 2 \ \ \ Lot 363 MOOD ZDV Lot 61 \ \ `\ } / # - - _ - t. 4 - - t 94 /I ' u ' _` _` .` -` \ Lot 72 '' // \ \ \ Lot 31 Lot 309 ► \ '- I THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'AE' 'X' � _ _ -,. �\ \ ��j, �// \ � \ \ Lot 122 . •. r �' f < \ Lot 77 f f // \ \ Lot 364 / PER F.I.R.M. PANEL No.1208100090E, HATED MAY 4, 1989. DENOTES PHASE LINE w : ;r ;,;/;, \ / // \ \ / `a, - _ _ Lot 62 \ _'\ ,, \\�` Lot 95 \ \ \ Lot 30 Lot 310 \ / FLOOD HAZARD WARNNO - \ / / ` « \ Lot 365 N _ \ A Lot 73 / / 0 78 Ac. E // ` V A / Lot 121 \ / THE PROPERTY MAY BE SUBJECT TO FLOODING DURING A b . r r r \ \M'----- / // \\\\ Lot 96 \ \ \ \ Lot 311 °\\ . / 100 YEAR BASE FLOOD EVENT. YOU SHOULD CONTACT o ' - Lot 63 Lot 7s / \ ` Lot 29 `` LOCAL BUILDING AND ZONING OFFICIALS AND OBTAIN THE Z .. \ \ w / / / // \\\ \ \ .? / _ _ \ \ Lot 74 / //, \ Lot s7 / i\ �, "' / Lot 120 LATEST INFORMATION REGARDING FLOOD ELEVATIONS AND r: � r \ '----- / ;. // wv / / \ \ Lot 28 Lot 312 \ '" a. RESTRICTIONS ON D£r/ELOPMENT BEFORE MAKING PLANS MXAFIED - _ _ { Lot 64 \ \ \,w / � ,, Tract 'o' `\\ / / \ / FOR USE OF THE PROPERTY. \ / � , // 2.38 Ac. \` /Lot 98 \ - - _ `� \ Lot 75 / / / ' / vv \ V Lot 27 Lot 313 v �°; �� ' Lot 119 PEFiINIT'8 . Lot 65 \ \ / Lot 115 ww'`` `Z_ \ \ \ \ / f �\ \"„�,- \ - \\\\ . Lot ss \ \ Lot 2s Lot 314 l / CITY OF SEBASTIAN PLANNED UNIT DEVELOPMENT \ - - / Lot 118 CITY OF SEBASTIAN COMPREHENSIVE PLAN AMENDMENT `�� ww \\ \ CITY OF SEBASTIAN CONCURRENCY - aMIT - r r _ Lot 66 \ \ / \Y.�-_ \� - �\ \ \ / CRY OF SEBASTIAN REZONING •.: . .: r r /�\\ % \ ;% Lot 114 /w. -.11. Z7, 1I \ 1QO Lot 25 / kk I I \\\ /\ \ \ , i Lot 113` ___ /, \ \ / N.P.D.E.S. CONSTRUCTION - .:.:.:.:.: \ \ \\ `��\ Lot s7 // \ / \ Lot 11 / `/ '- - _____-----,%� \ Lot 117 COUNTY UTILITIES - ••- •= \\ \ ` - / \ �:-., ' \ -_ 2 Lot 1 ' � L` _-_ V,__ _ - ----- ._......-__ `\ \ \ / S.JD.R.W M.D RENVIR MENTAL RESOURCES PERMIT / .\ ., / / I I - \ \ Lot 24 ' - ;� � \\\\ \ //Lot sa � /� `�`\"`-`; ..\ //Lot 1 to � / / D.E.P. WATER MAIN w r r \ \ I / \ \ Lot los \ Lot 116 D.E.P. SANITARY SEWER r `TL°dLf-Lj••.. ..: r,\ \ \ �`\ / /" \ �:.„,\`\ \ ,- /'/ Lot 108 \ '- �,`I.$ 1 ..: a :. \\\\ `� / Lot 69 / I � "` \ w/ ` Lot 107 Lot 106 Lot 105 Lot 104 Lot 103 Lot 102 WATM SCURCE _ _ Lot 1 \ lot 23 , EXISTING 16" D.I.P. WATER MAIN PER \ \ \ 1 ° # / 1 , Lot 1 / \ \ ",,,.-. ttt I) \ i UTILITIES _ ) \ INDIAN RIVER COUNTY - - r a r r r r r a\\ `� 1� it j ,,,\, _/ ✓ - • 1 f r r r r r a r r j \\\\ 231tAc -`�\- t{ Lot 37 \ _ xs __- ............. - - _......... - � / "�. - - _ - _ - - _ \ `\ t 4--�"" _ - - EXISTING 12" FORCE MAIN PER r r r r r r r r \\ 1 Lo ---=._ -' i__ Lot 22 Tract '�, .---- -- ---- -- -----! .. _. _ - ..__. -' o Ac. \\ \\ I I -\ Lot 5 / / / _ _ -� \ INDIAN RIVER COUNTY UTILITIES '.:.:.�-`t\ \\\ 11- �: / /Lot6 � `/ -�-- ----- -- -----------"_YI Lot 21 ____ _-, __ _ \\ I 1/ Lot? - . -"" - � \\\\ I `I - ~ I_\ - / / Lots } Lot 1s Lot 20 PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME .= .= = - \ \ I I ` I - \-, i Lot 9 Lot to IN WRITING ON A FORM ACCEPTABLE TO THE CRY I 11 I Tract 'V' - , Lot 11 Lot 12 Lot 13 Lot 14 Lot 15 Lot 16 Lot 17 Tract 'T' L°t 18 t ' I I 1 39 A \ J w 0.18 Ac. ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, AND ' - ---------------�/ , tL_____________-- OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION ` ` ` ` ` ` ` ` / €----------- : _._. _ _ _ - �--�" OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL ra --- - - - _ f - - - - - - - - - - - -... _ _ ,._....... a r r r r a r r r r�'.n •� _ ,< ----� -_ FDOW __. ..... ..__ .... - _ _ Ac - OF WAY DEDICATION „- ,�, ,,: � x� Tract 'w' ALL ROAD RIGHTS-OF-WAY WAY ARE DEDICATED TO INDIAN RIVER COUNTY AS UTILITY 1.62 Ac, EASEMENTS. INDIAN RIVER COUNTY HAS THE RIGHT TO CONSTRUCT, OPERATE AND 1 t e` \_ N8T29 52"W L= 2327.80' 1 � MAINTAIN WATER AND SEWER UTILITIES WITHIN SAID RIGHTS-OF-WAY DESIGNED PRJ DATE 4-18-03 Neel -Schaffer, Inc Preliminary Plat SCALE SHEET NO. 48 HOURS BEFORE DIGGING f►/ OCT 1 2, 206 Professional Engineers J CALL TOOL FREE DRAWN ESM DATE 4-18-03 NEED SCRAPPER River Oaks Preserve 1"=120' �/� �/ 11h D 170519th Place Suite G 3 1-800-432-Y'�0 f CHECKED SWB DATE ------- Vero BeaCI1, Ror1C�a 3MO1. SUNSHINE STATE ONE CALL 1 ESM REVISIONS PER COS ENGINEERING REVIEW (02-02-06) 10-10-06 APPROVED SWB DATE ------- - 772-770-4707 Phase R and III Construction Documents STEP W. BOEHNING, P.E. DATE: JOB N0. 5 OF FLORIDA, INC. engineers • planners • Ecologists • architects • Surveyors (fadO 772-770-4640 NO. BY REVISIONS DATE FILE NAME ROP -05 -10 -PLATS AND MASTER PLANS.dwg C/� 0000,8556 City of Sebastian Florida FL. REG. O. 52201 11111Y.01424.� OF 28 ARCH COURT LAwdIIlf ANE LANFAIR AVENUE \ 178.10' 70.85' - - \ 2,0.94• 174.41' ............... . . . . . . . . . . . . . . . 74 - •:`i itis:•es4ti•:+�:Y�f:.+shti•:ti�rY:•lt,•;;•:4+as'r:•1sY::Stiti:'.+:ii;•:6++ii:•fr�:+t+t - Ys�:•tsti4•:4't's+'��iti .:�?.i•:•'T.+:•'•.••?' •�?:•:+:�;•: ••,Tr: '•'.•::i::•••.+•.i: '•.�, :� •.:�.•� :•'.��: '••.:::: '..i::::: �•.•:�:'• ao ... .h�-15?i5 I - m • 70 00' 00 • • 70.95' 3.98' • =-1 .... ......... ...... ... ........ ......... ...... Lwij . .. ......... ......... ............. ! I I I II 1 ;f 1 t0 ( 7 I I rn 3 , 8 I ci Location h L ion Ma ^� 1 I I Lot 1 - 77 P • � •• � s Lot los � 90 \ Lot 3• .9• 8'• d It I n 1 11 � n N ! I ) 22 729 176 I- S.F.s. 207 f �1 � �1 �1 F. Lot (- 1 3 s 456. � Lot 1 H9 S F. .9 1 ..........:. a� 1 ......... .. .r R II a I ,1 I n 26 587 S.F. 433 1 , , \ � 9 S.F. 1 I 3• .9 • L- - 8' I � I i 3 S.F. �.iBbT- 2311 I I I , I 06 Lot 204 � I 1 I .Lot 2 Lot 205 .F F Lot 203 1 026 S . L J Lot I 202 3 ♦• I ! 1 9,119 S.F. 9,119 S.F. 9,166 S.F. 19,305 S.F. Lot 201 I ee' 9 305 1 1 S.F. Lot 2 / r 9 305 S.F. I '? i I I r / \ 3g: � � I ! J m \ - ►Lot 199 /� e' � (- ► -� 9 305 S.F.191 \ I I I I I I Lot << 1 1 \ �/ 55 43•De. \� L_ - J L_ - J L - J L_ - L_ J 9,305 S.F. Lot 198 \ ) �/ - \ / L Ike J l �3•g8. 9,899 S.F. ) e ,� ` ) Lot 188 / , , I 1 I Lot 178 �, \ / / Lot 209 > �•0310a -7000' 70.00' - - 53.x' 18.43 - 69.05'- - Bo.os'- L 19,305 S.F. Lot 197 \ 7a.2T In J 10,752 S.F. / If iI I 18,109 S.F. 13,737 S.F. 1 , s9.os e / 9'3 /Lot 1960 A %' I 3,«e • -X / 9.85' 05 S F. �Q //^ F � (N 9 309 S.F. / % ,� - j Ir ORMWATE k 1 " �� m',I ...?.:: 'w , /y / A�EME ! I )~ �� Lot 175 (/�� 1i W f ` �^ s9.os `� �/ /Lot 195 ( Lot 192 I m I i aIAN . r -,A ; _ J n I 19,978 S.F. �3s.A t L 9 309 S.F. / � a; ' r 1 1 L. w y fir BO.W` - 70.00 70.00' - b.18' B,.9Y_ Yg.73 - " c9 0a Lot 194 10,151 S.F. m m ' ! TrOGt • ~j f ,• / [ 4 Lot 187 t _ k North - - / 10,416 S.F. / /� 9,947 S.F. I ; 1 0� I W w 1.' A SCALE= 1 - 80 1 o,#x�t s2.10 1 -I f� / �\ J I Lot 179 w Q s i�•.,,,,,,�. 9, \ t `` °s \ �/ �� i t `t 10,079 S.F. t Lot 228 I Lot 229 I Lot 230 Lot 231 Lot 232 I I I r °� Lot 193 �J / 1 ' t` 0.. ,9999 rep r,. „ ! r t - - - 1 728 S.F. 10,049 S.F. )°��� /� Lot 1$6 !' r► - ,a3'9z' Lot 174 13,351 S.F. 13,418 S.F. I Lot 233 r _� v z ' \ X394 S.F. / 10,761 S.F. I r ! r! ,� m Lot 211 I I I I I I I I I I 13 956 S.F. I r Lot 244 \ \/ 1 m) ) 15,103 S.F. I Lot 23� m \8j'S e a A 10,877 S.F. I ( J L_ - ---� I-- - f L_ - - I 114,557 S . I I I 12,409 S.F. �� ; z ^� / \'' \ r Lot 180 __ J 9/- 85.11�I J I I 1 7D.09' J I I �?jffff'' / A er,S O\� 395 �. �.. : 11,534 S.F. � 93.94' 91.99' 70.09 y2.83' as.,r e4er \ \ \I I7 \ \ M, a Lot i H5 /\ ��' �._ % / /' - - 94 L Lot 245, /� �� �::: co - - - .2s 22.32' �, 74, v J 10,185 ° � ,, �°.�-12,101 S.F. / A �� / % Lot 173 Q $ Lot 212 11-08 r -7 , 4 \ °�ti��' 1 0,209 s.F. / .€' I `� 1 I � � r r - -7 � Lot 243 � S.F.� Lot 246 � � \� �, ` a = 10,872 S.F. II l-� \ er.,,. h / �o\ \i 1 Lot 184 / /� Lot 181 9s ra 10,213 S.F. \ 10185 S.F. /� a, ?e __j I Lot 227 I Lot 226 I I I l / m / \/ / �'� \ / 9926 S.F. \ 10,2x2 S.F. /ti o / ��'? 1 049 S.F. \ Ism, Lot 247h� \ �' 12,322 S.F. I Lot 225 Lot 224 r J �/ \ \ I 13 022 S.F. I / 10,185 S.F. Lot 183 g Lot 213 �, '� I Lot 24 Lot 223 / / � �� � �s '�y 10 030 S.F. �� Lot 172 o - J / -v Lot 248 %� °' \/ \ /� 10 209 S.F. / '' 10,474 S.F. w� - -, J 15,282 S.F. / �� x' Lot 242 �l �v A \ / q/ Lot 22? 10,373 S.F. / / / \v 10,185 S.F�� e L / / / ��' vis a / Lot - l 15 358 .F. /� v s A� 249 , l / /� 1 a, sa ...�... . L / v �-- �v V� 10185 S.f. A � �� 4 / . �,., � Lot 171 v .s. �/ � 9,786 S.F. ....: / V / <. d V / 4 • r l 15 P.U.D. a � � B � � � �„� � z v , . , v /Lot 250 � s � � 4 37.18 �.,- ti.i V \ E -- ,. k... , � Lot 241 .;�r �/ / Lot 214 - 80,4 y/ �/ %� �/ h E'. A \ / ..'. ,.`�. _ .:� / EASEMENT � `.:° � o ._ _- � --- 60-74' � 4. v v 10,185 S.F. � .� s \ \ e �- 9 9 793 S.F. 'qtr• 3 / �•0 , 5 14 014 S.F. s ae. z z\ r e STORMW 8• �3 ATER 8 3 / �. - 0 .7 4 / � A r f 15 P. t,. E i' / /i7 \ 8 V / i -1 � � �_� _ of 170 y � o Lot 251 ... / f� v tea. 8 �. . 0 EENT s 11 369 S.F. v 5 P.U. , v �• 1 5 \ w ) ,�:. 018 S.F. m 4 / 9 Ac 17 \ Lot 2 • I EASEMENT 16 e / 4.5� Ac. U Lot 2 / .� v .e Lot 218 /� Lot 240 10 058 S.F. v 10 528 S F. ) , / v D r 0 Lot 2 15 v 0 �. 0 058 S.F. 0 9 0 9 793 S.F. Lt 21 v I l v e .e v \ . Lot 252 L / Lot 169 14,281 S.F. � �" / � v •, w \ �• \ s 10 058 S.F. / 1 0185 S.F. iv \ A L l J _ Lot 220 0 J S.F. J 10 788 fir=3 L . u ._ 15 10,058 S v 1 . . ........ Lu. „�.. .�- 73. A \. e• Lot 22 / Y v / � o / / rD� Lo 1 .B � t 68 / v t` / � , - Lot 253 % ,\ �n 92.88 11,367 S / Lot Z39 i 547.51' \\ \ \\\ 10,569 S.F. / `0�:-24- Ao- _ // - - _ _ _ - _ _ _ -J / `� 9,793 S.F. / // �j t(\` \ \ \ \ \ < 10,185 S.F. Lux LW. .uu.------'i��� -- 9i' r�-- . ,�� Lot 275 I \ ` \ ��. \/ /Lat 254 eJ� e� J1661/ r 5 P.U,D. �\ \ \ \' �: \ /Lot EASEMENT ��/ 12,681 S.F. Lot 274 \ \ �� \ < 9,690 S.F. \ \ \ 9,100 S.F. /,,,}} 1 \ STORMWATER 15 Lot 238 / ^7: / I 12,649 S.F. , \ \ \ � � \ t �� �' ;\ J y`/ k9 Y4 / IF eg MANAGEMENT EASEMENT \ 84 S.F. / / / / �'~ ^ \ \� �/ \' '� # �a,Sp \ Ot 16 saw. - _ \ , , l / / / \ J / �\ Lot 255 / v Tract D _ -` / Lot 276 \� A \/ v ����L,. a v 7,369 S. m / \ \ \ \ l 9,410 S.F. Ot 16 / \ \ 1 1 x; (( �� 12,681 a z 7,369 S. \ 2.64 Ac. I I I Lot 273 `� \ \Ot /Lot 256 \ ��� z.\ of 16 / 7,369 S16 I I . LW LW. . _ \ \ \ I er•`7 /�. �\ 10,260 S.F \ \ \ \ �• 9,440 S.F. / ' �' - /7 369 S. /�• / Lot 257 \ \�\ \ \ \/ ' .1 1 of 27 \ \ \ \ \ x 1 1 1 x x x 1 \\-----------------------� P ,I, \_i I w '7476 S. \ \ \ \ ,�` - - - - - - - I wi m . .. m .,u- + .Y .. N / \ \ \ \ 9,42 •,a / I � � 3 S.F.S F. \� •-------------------------- -� �.\ w :y/l s\ / ` \ \ \ \ Lot 258 1 1_ 1 1 x 1 1 1• J Lot 277; 2 C /'� \\ 5 P.U.D. r 70.00' 70.00' 90.00' LW ."" Lur Lux ► \ tr �' "1 271 \ \ \ \ L 'Ir,,� 9 769 S.F. 2• _ma y} �' 12,681 S.F. \ / EA�EBM1G�"I / (� x m '_ - .` m .` - ` - x - .` m .` m 1 ...• ' � \ V 7,15u S / � 'iS \ \ \ \ ` \ \ \ �� L / / Lot 25,T/ / \�• � � _ � LW- LW. LW. LW. LW. LW. ^ :,r3 ��\ •�" \ `\ \ \ \ 10,916 F. / /\ \�,,• .,,,,D f =, .f __. / x m ` m1 m m' m y.- � '\ / `\ 39.88 23.55 � � �ot 270 � \� \ �� �\ 321j• � � � /8 _ 7,150 J / \ s qx $L 340 - ,^', LW. Luc LW. Lu. LW. Lu. LW.. Lu. Lu. Lux LVa. • LW. - g q \ 3' Lot 236 � I Lot 23� (g 1 1 1 1 � ��• � � � ��. / �� �, / 9991 s s.F. 1 _ - _ _1_ _ _ Lot 278 /�\ \ / J� / of 33 9,414 S.F. I` I 11,566 S.T. I �. LW. "I.. LW. Luc Lu.- LW. Luc ,�. Lu. Lux �. \ 12,605 S.F. /Lbt 279 7,150 S: \ / / 1 ` ` ` _ -1- _ - _ - _ - ` - _ - ` - ` - _ - �` \ � $ 718 s.F � / � \��. � � dot 26 � \� \ ` � � � � /Lot 260 � / / � \/ ,297 s. I�ot 33 J- J l x 1 1- l 1 1 1 1 1 x x 1 1/ �\ \ \ \/ 7150 S. / 7,297 S.ot Lot 23 ti� �. • -\ ,LOt 280 ,�� \ / \ \ \ \ / 9,254 S.F. / /m / �� 2973S.? / 15 637 S.. �,• u.e7 - sao' �/ 1 1 x 1 1 1 �Y 1 -1 -1 -1 -1 ... 1 -1 - 1 -1 � 1 Y 1 � � 1 � i� � ,___/ 7150 S. / �t�, \ /Lot 267 /� \ \ � \ � �a� /� � � of 3: ' 8 3/ A. 4. .>. �. ,�. ,�. �. �. .>v. �,. \ '" 9 028 S.F. �- / \ \�� 297 S / of 281\ / ��,. \ �� , 1`lllllixxlllixxll l / '' .. .. .rL � .r< � � �. l � �. �,.3L.. / � \� � � Lot 266 � � / � � Lot 341 / x Lu. LIn �. :� �.. �.. �. LW. �. �. LW. LIn .�. �.. LW. LW. Lu. �..>.� .� < �.. � \/ 7,150 S. •� �/ � Lot 261 � L ' a� t = _ _ .�e• att 9,254 S.F. as,r y xOt 28 \ \ \% / 9,206 S.F. '' 9,254 S.F. � / \l 7,150 2 F «E� � A..� �.. A. ".. �. �. � � � .»� um, um �. � 4 ,>uf& aw � � Au &.. A" sw Am. A& �• C 'kot 283 �Lo� °�6� / /;%, ,5 / M• ^/ \ .o z Lu. LIu. LWc L x > Lu. Lur �" �g ' s" \i < �p 8 , / \ \/ 7150 S.. / /Lot 342 %f ./ : // • 1 1 1 x J4- _ = JIL = JIL = .,. = JIL x .DLL = JIL x JIL y x .aLL x . x - = - _ - = - - - 1 +a- = - = JIL 1 .l11- \\ =8 / 9,254 S.F. . . .... .. �. �. �. �. � of 284 � L .. / \/ 7,150 S. - / ;� \� /` I/77/at 26 / / 34 LW. LW. LW. Lu. Lu. LW. LW. Lu. Lu. LW. LW. LW. Lu. 3 VI,. LW. Lu. LW. Lu. LIn Lux LIW.'g7, \'�tJ 5•e`s' \ / •/,150 S. } g •..•,,:.,; �� llli JYlJYllllllxiJYt l```_``� //Lot 285 /\\ Lev �l ` /\ '3LW\ A. ,IVs. AW.. i,YY. .i W.. "I& A . .,,W. AM.. „V4. -Af $,Ifl. AIIII. a" \ \ .WY. ,W. ,YI(t. iW.. iL,.. i,�b SIV.- V - �'- ` �-1 - ` �'- - �'- - �'- - - 1 �'-1 �-1 �'- ` - ` �- ` �'- - - Tract ' H' � . x - _ . . ��, � 8,907 s.F e'3 1 1 1 .�W.. Lw... .�,. U. LW. LW. Lua- ,W. Lva. Ln LW. LW. LIn LV.- 7.86 Ac. of 286 % e .,,..7�° L , -1 -1 ,l -1 -1 -1 -1 -l l -1 �x �l -1 -1 -� �l �l 1 �l �_ �l �_ ,��f \ Lu. Luc LW. Llu. LW. Lux Lux Lu. LW. Lux LW. LW. LW. .i W.- 3W. 3WG- ills .. iWs 3W.. .WY. ,IWs- aWs 9W.. 'i LII.. JWN .LY.- 3W.- 3 s _ �� 8,785 S.F. �0°"' �- / \ 2" !1- _ ____x _.._ __ r<x=.xxy 1._x11_--1�-=y-1- - �" Luc LW. Lux Lux LW. LW. LW. Lux 4111 -41", LW. Luc Lua- Lu.- Lu. LW. LIn LW. LW. LW. LW. Lux Lux Lu.. LW. LW. LW. Lux Auw \ j Lot 287�ot 34 __.x l_=___ ___==xlx uL= __ ```l_`-``\ ,e, 'f i `� 7,499 S. 0 34 Lu. LW. LW Lux Lu. LW. Lux LW. Lux LW. LW. LW. LW. LW Lux Lux Lux LW. Lux LIn A, Luc LW. Luc Lu. Lv. Lu. Luc Luc. 8,785 S.F � � \ � \' N � >�\ �I,4�9 S. / `�lxx````'\ of 288 \ �� �� / �ot 341% Luc LW. Luc A" Luc LW. Lux Lux LW. LW. Lux LW. LW. LW. LW. LW. LW. LW. LW. LW. Luc LW. Luc Luc Lux Luc Lux Lux -Lux / Ob• \\ r ` 7 499 S.F llxllllxlxlxlxlxxll�'W l-x-x-x-x-x-x------�r�l� EASZFUPNT 8,785S.F / / \- / \ \ \� �of 347 % LW. LW. LW. LW. LW. LW. LW. 4" LW. Lux Lu► Lux LIn LW. Lva. LW. Lu. Lu. Lu.• LW. Lux Lux LW. Lin Lux Lur LW. Lux LW. Lvc LII► Luc sr /Lot 289 � w E �� \ \ \ /7 522 S. /8745 SF / J 1 ,� s��. / //t{ --,of 348 -•a. LW. Lux Lu. LV.. Lu. Lu. Luc Luc LW. Lux Lu. Lu. Lu. LW. eW.. LY.- of 29 / / } ,y \ ` ' /,887 / y ✓''` � 1 1 _ .. _ . _ y l _ _ 1 _ .` ._ 1 1 1 '� ` / ,164 S. �1 -j Lv. LWr Lu. LW. Lux Lux Lu. Lux Lux LW. Lu. Al" Lvc _ ! ( • / Lot 2 / / /� \ '•��- \ ` / 7 - x x .. _ . x .a 1 y ` . x 1 . 1 Y 1 . 1 ` 9 616 F. �°o• 58� . 1 x - .:. ' �• ) \ �• °• 8' / It l {l \� / 5 B.V / .-,~•,✓' Lot 52 Lu. LW. LW. Luc LW. Lux Lln Luc LIQ• / : �,- L� l 292 31g•�.'a c , \ \ �Itl x x - ` - _ _ - _ �,- _\ � til JJj�1 /9;616 Lu. Lu. LW. Luc Lu. LW. LW. - \ I IT of 29 / \'�•Q7• ° XPi e, LEGEND Lot 53 -- ` - ` - ` - ` - ` - _ - ` - - jract 'i' ' � ,150 S. / ,LL ^.. LW. Lu. Luc LW. Lu. LW. Luc Lur f / of 29 t Lot 51 ""\ - - - _. -1 - - � / ! V � 1150 S. Ot 29 � \ -L0:01 Aub" jj - -'. LW. LW. Lu. LW. Lu. LY► Lu. LYc 3 ��• 8t \/ / J DENOTES TRACTS FOR RECREATION LANDSCAPE / I � 150 S. < � I /\ of 29 4S}jj{ D \ ' 9 t _ Lot 50 )))ft f - b dur.. dvn aura. .iIW. Luc ivlc LW. �Iu► 3W. -d.. 35 JJJj .�• / ................................ l V / ,150 S. / `- .. -_ '�a`• I Lux I � - I / ((i� -` t- \ `\\�_ .\ •".. r x 1 ,x1L...uc 11Luc. _1l Y1l_Lu.Y1l_LW. 1l_LW. xx- /OLot 49 00' t 297 7,547 S. 54DENOTES WETLAND DELJNIATION Lot 48 632 Lot 47 \9(O� alul3� Sun t'iPte'- - �ot ' ,� 1 � Lot 46 �- x �-` � �� � x �.. x �' .� 7,632 ' - - DENOTES PHASE LINE LW. � -�\ I \ \ �... \ tt C 1 x � � - . Int 4" T \ JWx a,r,. • Lu. LW. - LW. Lw. Lu. F Lua. .._ ,.y"�0°4 48 HOURS BEFORE DIGGING DESIGNED PRJ DATE 4-18-03 Neel -Schaffer, Inc Phase II Preliminary Plat OCT 12 2006 SCALE SHEET NO. Professional Engineers CALL TOLL FREE DRAWN ESM DATE 4-18-03 170519th Place, Suite G-3 ,/' 800-'�Fa72-L>�%%� CHECKED SWB DATE --_--__ NEE � SCHAF E Vero Beach, Rorlda 32960 River Oaks Preservejowl, 1 "=so' 772-770-4707 Phase 3 and JJl Construction Documents B JOB No. SUNSHINE STATE ONE CALL 1 ESM REVISIONS PER COS ENGINEERING REVIEW (02-02-06) 10-10-06 APPROVED SWB DATE ------- - STEP B©EHNING, P.E. DATE OF FLORIDA, INC. EIICJIIlEEPS • PIelMEPS • ECOIOyI5t5 • BPCI1ItECtS • SUPVElJOPS (fax) 772-770-4640 r NO. BY REVISIONS DATE FILE NAME ROP -05-1 AND MASTER PLANS.dwg CA 01=056 City of Sebastian Florida FL. RE''NO� 52201 WN.01424.001 OF 28