The URL can be used to link to this page

Home My WebLink About2004 - Planned Development Plan - Phase IIIPANAMA CITY LAND USE: PUBLIC SERVICE ZONED: PUBLIC SERVICE City of Sebastian U Course co C0►vp�;�e 0 3 LAND USE: LD ZONED: RS -10 COWER CLUB PH. I p PB. 15, OG. 56 d TALLAHASSEE CLEARWATER ,iff SECTION 28 & 29, FLEMING GRANT, CITY OF SEBASTIAN INDIAN RIVER COUNTY, FLORIDA North City of Sebastian 1 Goff Course a LAND USE: PUBLIC SERVICE Gl ZONED: PUBLIC SERVICE Project Location LAND USE: LD ZONED: RS -10 Collier Creek KEY WEST MYERS J� FELLSMERE • I � I S.R. 60 ii ERO BEACH FORT PIERCE PALM BEACH MIAMI LOCATION MAP • �SELXND • EBASTIAN •VERO N; LAKL ESTATES • \FOR� • 0 BEACH ((� \ 72 ti Q VE co� Managed and Developed By: R1 OnSite' Real Estate Management & Development 9 P ' • _ (561) 794-4577 1999 Pointe West Drive, Vero Beach, FI 32966 FAX: (561) 794-9916 WW W.ONSITEMG VT.COM WCG (Neet-Schaffer, Inc. Professional Engineers 170519th Place, Suite G-3 Vero Beach, Florida 32960 772-770-4707 (fax) 772-770-4640 CA #00009582 SF -BEET INDEX 2 GENERAL_ NO i CS 3 EXISTING CONDITIONS & EROSION CONTROL PLAN 4 PRELIMINARY PLAT 5 MASTER UTILI r PLAN 6 MASTER ERAINAGE PLAN 7 MASTER F'OADWAY PLAN 8 MISCELLANEOUS DETAILS AG, 2 6 2004 RICK J. ME g HIORI P. E,. DATE FLORIDA RE . No. 48947 ISSUED: May 25, 2004 Project Number= WN.01201.001 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 -8-5. 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 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. P CE UINMTIL WGETATIVE EROSION REESTABLISHED INHT E UPLAND 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. A 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. Minimum Vertical and Horizontal Separation 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 cc 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 Z 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 3 CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO a THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT N LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE 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 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). 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. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE SEWER WILL BE 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 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 ". Minimum Standards 1. 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 FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ONTO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 03-01-04 04-05-04 00-00-00 00-00-00 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 Z)[Kttis 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. 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN, CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL ALL STORM WATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHER WISE TREATED TO REMOVE SEDIMENT. 12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND 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:- NO RITERIA:NO MORE THAN 500 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 SHALL 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 1N 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. WCG#Neel-Schaffer, Inc. General Notes Professional Engineers 170519th Place, Suffe C;-3 PreliminaryPlanned Development Plans Vero Beach, Florida 32960 1" 772-7 -4707 Collier Club Subdivision Phase III (fax) 772-770-4640 CA 00009582 Indian River County RICK Florida FL. F OF AUG 2 6 2004 ELCHI ^nl, P.E.-- DATE: NO: 48947 SCALE SHEET NO. N.T.S. JOB N0. 2 WN.01201.001 of 8 DESIGNED SRM DATE 48 HOURS BEFORE DIGGING GILL TOLL FREE DRAWN DPK DATE ..// p /-80043241-70 CHECKED ESM/RJM DATE SUNSHINE STATE ONE CALL APPROVED RJM DATE OF FLORIDA, INC. 10 / NO. BY REVISIONS DATE FILE NAME CLPH3-02.dwg 03-01-04 04-05-04 00-00-00 00-00-00 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 Z)[Kttis 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. 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN, CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL ALL STORM WATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHER WISE TREATED TO REMOVE SEDIMENT. 12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND 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:- NO RITERIA:NO MORE THAN 500 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 SHALL 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 1N 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. WCG#Neel-Schaffer, Inc. General Notes Professional Engineers 170519th Place, Suffe C;-3 PreliminaryPlanned Development Plans Vero Beach, Florida 32960 1" 772-7 -4707 Collier Club Subdivision Phase III (fax) 772-770-4640 CA 00009582 Indian River County RICK Florida FL. F OF AUG 2 6 2004 ELCHI ^nl, P.E.-- DATE: NO: 48947 SCALE SHEET NO. N.T.S. JOB N0. 2 WN.01201.001 of 8 ror°1 r�2 (O's,roD� 4�EBASTIAW GOLF COURS �°�• 1�;� 2 2 3 2�� q,' �• N ^5 08 32 E 3089. qo� 03 1 roc, 2ro til Ile 202 I INSTALL SILT FENCE PLANS ALONG SCRUB JAY PRESERVE X11 AND PRESERVED WETLAND AREA 31 ..�,�,� North ° PHASE orO �S ti�G�S, � ti1� ~� • 11 GRAPHIC SCALE 1`� ti122 ry4�• ti4'. 2� 1 20 3 h 20� � � 3 ♦; 4 01q Cb1 O� 2 tK ♦ 2� 20°` 3i9` , 1� _ .n L eb -70 ,�- ff A SCRUB ♦ Pv� JAY PRESERVE ♦ �Go�SJ 10.65 ACRES ♦ 11 of ♦ 2011 2°0 PHASE 0 q�1 21 2 IIA o . 2°� ♦ q� 3 � I i r, 200'x200' ' • — SETTLEMENT POND ' ` EXISTING WETLAND TO BE PRESERVED P 2Ofo A O�bA' I 2°' � o tit a •2ti2 OrO � poi � •2°' ,,,, ..� % ®• 212` 21� A 2 of HAY Y B r •, •' 2°o�ti ' ` �` �� , 2,x!3 2� BARRIER ,21• • q2 �' P 11 O• ti 2 O ep' 24i • g� •212 � 2°'�1 o' • �° �� 0 50 100 • �' 'Ar k, ( IN FEET ) 1 inch = 100 ft. 1 Z 20oi C;p 1 • 2°�1 212 tK S . M . TRACT ' B' ' •21 I ♦ rod PHASE 212` IIBg orb ,21� 32 431 411 of �� b�1 a� ,'2ro 1��• '�. i2,y� r 1 1 � I (NJ, � � 1�2� .22� .2�0 212 �� , 20 I 1 1 1 h 1 2, OD i 1. 2 2 e (P -Nq �o I S E BAST, I H I G H LAIC" (° roe PHAS 1• •1 1 2 PLAT B06K 5, PAGE 14 2 21' 2 ItB 1 • •2 5I w 48 HOURS BEFORE DIGGING 1N� DESIGNED JCALL TOLL FREE I DRAWN v 1-800-432-41-70 1-800-432—`/ 1-70 w i rn ( CHECKED d ' � SUNSHINE STATE ONE CALL I APPROVED a OF FLORIDAINC. N 410 7 N0. BY REVISIONS DATE FILE NAME J i i •20� •2~ PHASE 1 �b 2 �,1 '`L12tb h 212 ;Lo• _20• 203 .21h N 45008' E 3889. �' .2ti' 22 .2� �1. •23 - 1 1N� 24: - -� lw�0 w i rn O 1� Cn w 21�h N 410 N •2 •It; 21' 232 20� e 1 22� W ry O U LL O 0 z Q V) Q M W Key Map 2123� 1 �20_ 0, EXISTING GRADE • % ��\ 3.0' BELOW EXISTING GRADE 200.0' SECTION A -A 22�h 223 NO SCALE ro 2 2~ q� WCGOYeel Schaffer, Inc. Professlonal Engineers Existing Conditions and Erosion control 170519th Place, Suite G-3 PreliminaryPlanned Development Plans Vero Beach, Florida 32960 p 772-770-4707 Collier Club Subdivision Phase M (fax) /72-7-70-4W CA 00009582 Indian River County AUG w/ SCALE SHEET NO. `2 6 FOOTL u r h' K J. M LCHIOR P.E. DATE: JOB N0. 3 Florida FL. REG. N0: 4$947 WN.01201.001 of 8 SEBASTIAN GOLF COURSE 7&00 75.00 70= moo 70.00 70= 70.00 70.00 70.00 70.00' e3.e4 Lot �{ 348 Lot 349 Lot 350 Lot 351 Lot 352 Lot 353 Lot 354 Lot 355 Lot 356 Lot 357 Lot Lot 1 Lot s # 9.150 91. _ 8,870 s.f. 9,100 s.f. 9,100 al. 9,100 s.f. 9,100 s.f. 9,100 al. 8,673 s.f, _ 9,457 81. Lot Lot Lot Lot Lot Lot Lot Lot 148 Lot 146 , CONCEPTUAL PLAN OPEN s $ g s 8 $ $ s Lot 358 156 155 154 153 152 151 150 149 -- TOTAL SITE AREA 158.80 ACRES 14,390 al. / APPROVED UNITS 452 S/F LOTS --------------- ----------- APPROVED DENSITY 285 UNITS/AC. °'� /� 2'a�- - -- --- - -- - -- \ 3.0.5 1 RESIDENTIAL AREA 126.46 ACRES 30% 37.94 ACRES ► rr a,;,r 70ny 7&W 70-na 7000 73.,9 PRESERVE AREA 12.00 ACRES 100% 12.00 ACRES _ Lot 145 RECREATION AREA 5.00 ACRES 80% 4.00 ACRES gTract -Tr, - - - - - LAKE AREA 15.34 ACRES 100% 15.34 ACRES 936 a. . TOTAL 44% 69.28 ACRES - - - -- - - - - �- \ + 33.05• 7ss9' 70.00' 70.00• 70.00• 54.79• -- -I i\\ a, - -- -- - 1 ! MUMMY a/ Lot 359 8 Lot 144 F�►N OPEN Lot 347 I II \ TOTAL SITE AREA 158.80 ACRES �/ t o. t 91 , I I 10,787 s.f. « Lot 317 Lot 316 Lot 315 I � Lot 314 N Lot 313 I +�•�' y / o 9,432 al. 8 750 s.f. l Lot Lot Lot Lot Lot Lot Lot PROPOSED UNITS 391 S/F LOTS �r / ;j Lot 318 � � 8,750 s.f. � 8,750 s.f. $ 9,864 s.f. 1 1 165 166 167 168 I { 169 170 17 t ` ` PROPOSED DENSITY 2.46 UNITS/AC. Lot 34fi / / 10,265 al. I � I � o I I 1 Lot 143 RESIDENTIAL AREA 112.19 ACRES 3OX 33.66 ACRESI I 1 PRESERVE AREA 25.47 ACRES 100X 25.47 ACRES a 10s62 s.f. -71, l 1 Lot 360 RECREATION AREA 5.69 ACRES 80X 4.55 ACRES ',� / 1E:SEMErOj' + F I j I I 9,100 a.f. ` ` LAKE AREA 15.45 ACRES 10OX 15.45 ACRES / / 4n7x 740, 7000 7000• I I 70.00 eo0o I i 130.00 TOTAL 5OX 79.13 ACRES $ y ,p / Lot 319 I I I \ Tract 'Q' Lot 172 ` , 1 Lot 45 9,622 al. Lot 309 Lot 310 1 1 Lot 311 Lot 312 1 � �1 8 \ / \ \ Lot 142 / / / / ,,� 10,632 s.f. 8,355 s.f.1 8,892 s.f. v 1x,080 s.f. ( Lot 361 I 9,100 s.f. I 1 1 1 130 ao Lot 3,201 Lot 308 1 8,804 al. i Lot 344 12.032 s.f. R ' e, I I � � � 1 Lot 362 � \ �i / Lot Lot 173 9,597 s.f. /4't3 \ Lot a' sw J L-_-.-_ $ 9.100 al. 8 Lot 141 j.� ti / Zt d+ s. y 164 \ 19$ \ ` '�� a` �/ Lot 321 pti. 2600' 70.00• -1.no �Y/ 1 130.00 Lot 343 / \ 8,794 al. 125W / \ \ Lot Lot 174 ` ` 9.334 al. 197 ` Lot 140 / \ / \ $ $p Lot 363 \ ' ►i j ` 9,100 al. Lot 322 4 �Or�ulzsos 70.00 asA6 8Lot 307 r J 11,984 al. \ �� e I 130.00 Lot 342 / / 8.818 s.f. � I 1 Lot 304 Lot 303 � I 8,899 al. � Lot 305 I 8,688 s.f. �} 9,ot 3 3 1 \ Lot Lot 175 � .- • '' / , P.U.. ,, 9.463 s.f. Lot t 96 \ Lot 139 - \ , ` EMEN Lot 30fi N JI V 113 \ \ ` � r ..___ . - ..- . _ . ,,,� � �,�, � $/ � `S' $ Is Lot 364 Lot 323 11,365 S.f. & 1 $ 9,100 s.f. 8 Lot 341 8,756 s.f. 1 130.00• \ Lot \ 8.456 s.f. I I 195 Lot 176 Lot 138 / / I N °�� // / oHy/ 10 P.U.Q. I 1 •ro o $ A EAS WENT 92 44.92• t2sm' Lot \ / 1 Lot 340 / / `'?' 7s. Lot 302 I I Lot 365 0 114 \ �\ ` 10,097 al. / Lot 4 Lot 2 I� $1 9,100 al.E U S L � Lot Lot 177 `� ` \, 1 ' 'dao• /� o I , s . I _ 1 130.00• \ P E DLot 137 1 /0 0- 1 t25.e1• Lot \L _ Lot 339 � � 1 115 \ ` , 10,979 s.f. :4 Lot 325 STORMWATER MANAGEMENT Lo{ 301 1 8I Lot 366 880 Tract b" g 8,750 al. I� � I 9,100 SJ. \ Lot 17$ \ 112,428 al. 8 1 I \ Lot \ Lot 136 j 2.58 ACRES 1 13os0• Lot \ 193 , 1 ' j Lot 326 _ _ _ ,20 t- - J 116 Lot 338 8,752 91. - _ \ Lot 300 I 211 Lot 367 ,� .�\ \ \ I 11,403 al. / 8 •a7• • s,007 af. 81 9,100 al. Lot ` Lot e Lot 179 \ Lot 135 , 1 ,ae.es _ N 1 17 \ 192 \ e i Lot 327 ti3z10 'o.7a a1 I I 130.0(r I I 8,109 91. A a7 t2sar I I 1 �I e o Lot 337 & +1.47' 2a 531 i 70.00 lam ?boo eom o Lot a Lot \ Lot 191 / ` e Lot 134 ` 1 10,477 s.f. I 1 I 125.94 Lot 294 1 I 1 I $ I 9,100 s.f. 68 Lot 180 I 1.6Lot 293 Lot 295 Lot 296 Lot 297 Lot 298 Lot 299 / / ` 1x I 11.689 s.#. ti 9.515 s.f. I I w` 8,809 al. 8,750 al. 8.750 al. 8,750 e.f. 9,866 al. b I 130.ar 1 1$ \ �\ / ` \ Lot 328 I I `� 8,940 s.f.Lot 336 8 8 8 Lot Lot 181 \� 1 ` �. -'' g 9,418 al. � \ 1r.0° � 13,708Lot al. /�4: � I � gI Lot 369 `g I Lot \ 190 1 __L . I 9,100 al. W'^ �. 119 \ \ , Lot 133 / // '�_--_J L- TEAS MET ------- 1 VJ M \ ` / 1 ` Lot 329 p /' 3-9 7a.On 7000'-. 70.00 70.00 Sty ' I 13o.ar ( W "O /-' Lot 335 1�' a� 9,369 s.f. »' Lot \ \1 \ 189 Lot Lot,` ,� ~ a 10,356 al. I I I I 125A0' � g1 Lot 370 � � � 120 \ \ \ 182 , Lot 132 �'S7 / I I a e \ \ 1 9,100 s.f.- - - \ Tract ' N • 130 sa' I $1 Lot 330 g N Lot 291 \ Sz 1 03 37 ss 70.00 7oar 70.00 7aao Ssm -`3� I 1 Lot Lot , , (� 1�------I---- wl �" '" 8,704 s.f. 13,367 s.f. / 1 1 I 1 y 188 183 Lot 334 1 1 Lot \ , �/ 0 9,120 s.f. IN i2s.ar Lot 289 Lot 288 I Lot 287 Lot 286 „ Lot 285 Lot 284 I I g Lot 371 121 \ \ Lot184 / ` �/' Lot 290 9.515 al. � 8,809 s.f. 8,754 s.f. !r 8,750 s.f. " 8,750 s.f. $ 9,866 s.f. I 9,100 s.f. VJ Q ^,., Lot 131 /� I � � 8 $ $ I$$- Q \ \ Lot \� �' ` \ Q % 'u'°U• I H I 10,826 91. 1g- 1 130.00 T Lot \ / ` ,/ \ Tract "S" `� Lot 331 1 Lot 187 185 \ i 1 \ , ''�� 3,996 s.f 9,850 al. 1 1 tEOASEME T 122 \ \ / j 41.47• 28.531 I 70.W 7000 70.00 SOW Lot 372 Lot 241 •` /' ♦♦ Lot 246 a 0�,SEMS 21.3. ark St 4? 125.W 9,100 al. � 10,943 s.f. / ow j y �� Lot 283 I I '130.00• Lot ` Lot 186 / // , �\ / v - / ,4 / / Lot 332 $ 8,750 al. ISE; 123 , .' // / Lot 130 ` \ Lot 242 / / ♦ / 9,765 al. b � 1 � I Lot 373 � Lot 245 ♦ / / 4/ ,?. 12s.ar 1 $1 9,100 81. \ \ j/ ga• STORMWATER MANAGEMENT Lot ` % / �` 129Lot \ \ \ // Lot 243 Lot 244 / Tract 'C" 9 Lot 282 I I 1100° 124 \ '' / Lot 232 �` % / / Lot 333 2.615ACRES 8 8,750 s.f. Lot \ \ / 10,654 al. - _ - tzsm•J � Lot 374 128 \ \ ` - - ' Lot �� _ _ // /------� $ i 9.100 81. $ Lot 127 Lot 233 \ \ \_ Lot 247 1zac1 Lot 281 I� 1 130.0&\ 125 _ 8,853 al.1�_ 1 Lot \\\! �`"- - - \ J� 126 �'� Lot \ \ 7Lot 375 11,721 al. e, y1 szz9 27.99 70.00 70.00• iLm' e0ar 1 1 81 9,100 al. Lot 234 / - - _. -- Lot 273 Lot 248 S I Lot 199 ` / / 12,731 S.f. I 130.00,\ / \ Lot 275 Lot 276 Lot 277 Lot 278 Lot 279 Lot 280 01�/ / }� 11,169 al. 8,812 al. 8,750 s.f.1 1 8,750 al. 8,750 al. 9,869 el. 'Lot 231 // Lot 235 \ 1 I �I Lot 376 Lot 236 Lot 23$ �� '� s $ Lot 237 � qa I 10' P.U.D. ' I 1 9,099 S.f. .. ` \ \ e Lot 249 Lot 272 *'' o\ EASEMENT \ Lot 200 \ ` C 14,446 s.f.---- - - - - -- ------ I I 130.00 - - % 1 Lot 230 lam• 70 na• 70.00' 70.00' - 70.00' 55.22= "- t �F� ,= - 41 Lot 377 - - $1 9,099 al. 8 1 L1it 201 ` ` Lot 250 \ ` \ 229 \ \a \ Boar \��_ - 70.00• 70.00- - - 70.00- - 70.00 70m' 70.00' 54.79' y� 1 I R E V lu Lot 239 � ` - - - - `+'� V E L u , , , ! - - I S I 9,099 aLot l. 8 _ / , ! Lot 271 Lot 270 Lot 269 Lot 268 Lot 267 Lot 266 Lot 265 Lot 264 Lot 263 1 ria Lot 202 \ \ // t ` Lot 251 11,527 al. 8,550 s.f. � 8,750 S.f. � 8,750 al. � 8,750 al. � 8,750 al � 8,750 al. x 8,750 s.f. Ir 9,864 s.f. 1 i 130ar et \ l \ / // Lot ` ' I R $ $ $ $ 228 Lot 240 I I 1 1EASEMENT 11 s 1 \\\ \ I 10 P.U.D. 1 41 Lot S. \ \ \ Lot // I -EASEMENT I 9,100 s.f. Lot 203 \ \ \ 227 / i I esss Tom �- 700- - - -70.00•- - -7oar Taus- - �aao• - - -ever -1 I % I I Lot 252 71.09• 70.00•-ae:a�- ia9o�-',= 70:69 - - --70.04•- - -70&66'- -a0A4- - 04i7•- , 130.19• 1 I Lot 257 Lot 258 Lot 259 Lot 260 Lot 261 La 62 �m1 Lot I 1 Lot 254 Lot 255 Lot 256 t 2 \ \ / Lot Lot 1 1 ( I 8,776 al. 8,750 al. 1 8,750 S.f. 8,750 al. 8,750 al. , 8,750 al. 8.750 S.f. 8,761 al. 10,683 al. / ' Lot 380 e. � Lot 204 �` v/ 225 224 222 222 1 1 221 220 Lot 1 I 1 g 1 8 8 8 8 8 8 �$ I 6.431 s.f. Lot 253 = 1 1E°ASEMEM` ee• �� I ,41. ``------ ------ --I f----.--------_ .� I �.-__-----A------ � / � Lot 381 70.01 70.00• 70.00' 70.00' - -7000• - . - 70.00• 70,1p• 36.79• 33.2'1 " ,1' � \ 14,168 s.f. - - - ... - - - - - •49'� ! 1 Lot 205 16.42' act "Q" 654 s.i_ 70.00• 70.0070. 70.00 70.00 70.00• 70.00' 70.00' 53.03• 4 � 01.2 = \ m Lot 391 390 • Lot 217 218- Lot 382 Lot 383 Lot 384 Lot 385 Lot 386 Lot 387 Lot 388 Lot 389 Lot \ 206 / / Lot 12,250 el. 12,250 al. 12,252 al. 12,250 s.f. 12,250 al. 12,250 al. 12,250 al. 12,250 s.f. 12,250 al. 12,250 al. 12,098 s.f. 11,099 s.f.- \ / I Lot 207 Lot Lot _ 20$ Lot Lot Lot Lot Lot Lot ;, ;, ;, � �° • --- 209 210 211 212 213 214 215 216 8 8 $ $ $ $ 3 $ $ $ \ .47 - / j Tract "P" I--------� /---- - - - ------- -------_--------------------------------------------------------------------17,1E5sf--- I I' 798" %Or Mal' 'gar ur^ 72W 7q 11W SEBASTIAN HIGHLANDS PHASE_ PHASE_ PLAT BOOK 5, PAGE 14 TIB IIIA A, DESIGNED SRM DATE 03-01-04 me Neet-SChaffer, inc. 48 HOURS BEFORE DIGGING Pr'ofe88ionalEnglneer8 Preliminary Plat CALL TOLL FREE DRAWN DPK DATE 04-05-04 %r�$19fh Place, Suite G-3 " ..// -BOO �T�//Lq2-Y77O WO(� Preliminary Planned Development Plans /h7CHECKED ESM/RJM DATE 00-00-00 Vero Beach, Florida 32960 " " " APPROVED RJM DATE 00-00-00 772-T70-4707 Collier Club Subdivision Phase SUNSHINE STATE ONE CALL III OF FLORIDATATE INC. NEIR SC1 AR%R (fax) 772 -no 4640 / NO. BY REVISIONS DATE FILE NAME CLPH3-04-07.DWG CA 00009582 Indian River County arr>E DATA Key Map TOTAL SITE SITE AREA - 1.925.773 91. - 44.20 Ac. PHASE III A = 60 PHASE III B = 81 NUMBER OF LOTS - 141 DENSITY = 141 DU / 44.20 AC = 3.19 DU/ACRE REQUIRED OPEN SPACE = 962887 9.f. = 22.10 Ac. PROPOSED OPEN SPACE LOT AREAS O 4OX (max) = 554.415 91. = 12.73 Ac. LAKE AREAS O 3OX (max) = 284,959 a f. 6.54 Ac. (TO WATERS EDGE PRIVATELY OWNED IMPERV. AREA = 178.55 s.f. - 4.1 Ac. O 1 O (max) TRACTS 'P' 'Q' 'R' do 'S' - 29.960 s.f. - 0.69 Ac. TOTAL PROVIDED - 1.047.885 s.f. - 24.06 Ac. PHASE III -A SITE AREA 880.673 SF - 20.22 Ac - 46.00X DENSITY - 60 DU/ 20.22 AC - 2.97 DU/ACRE PHASE III -B SITE AREA = 1.045.411 SF= 24.00 Ac - 54.00X DENSITY 81 DU/ 24.00 AC - 3.37 DU/ACRE SETBACKS FRONT 10 FEET -SIDE LOAD GARAGE, 20 FEET -FRONT LOAD GARAGE* SIDE 7.5 FEET REAR 25 FEET MAXIMUM BLDG. COVERAGE 3OX MINIMUM OPEN SPACE 4OX WANIM FRECK=o 1 czo 1. REDUCE FRONT YARD SETBACK FROM 20' TO 10' WITH SIDE LOAD GARAGE 2. REDUCE SIDE YARD SETBACK FROM 10' TO 7.5' 3. MINIMUM CORNER LOT WIDTH FROM 90' TO 67' ZONINQ RS -10 LAND USE L -D SURVEYOR DAVID M. JONES 2345 14th AVENUE VERO BEACH, FL 32960 (561) 567-9875 RICK J. MELCHIORI, P.E. 2345 14th AVENUE VERO BEACH, FL 32960 (561) 567-9875 AQEIKT ONSITE MANAGEMENT GROUP 1999 POINTE WEST DRIVE VERO BEACH, FL 32966 (561) 794-9916 SOL Tym THE SOIL TYPES AS DETERMINED BY THE SOIL SURVEY OF INDIAN RIVER COUNTY. FLORIDA FOR THE YEAR 1984 ARE RIVIERA FINE SAND WINDER FINE SAND BOCA FINE SAND FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'AE'. 'X' PER F.I.R.M. PANEL N0.120610076E, DATED MAY 4. 1989. FLOOD HAZARD WAFIC40 THE PROPERTY MAY BE SUBJECT TO FLOODING DURING A 100 YEAR BASE FLOOD EVENT. YOU SHOULD CONTACT LOCAL BUILDING AND ZONING OFFICIALS AND OBTAIN THE LATEST INFORMATION REGARDING FLOOD ELEVATIONS AND RESTRICTIONS ON DEVELOPMENT BEFORE MAKING PLANS FOR USE OF THE PROPERTY. PEMAM CITY OF SEBASTIAN PLANNED DEVELOPMENT CITY OF SEBAASTIAN CONCURRENCY PERMIT INDIAN RIVER COUNTY UTILITIES S.J.R.W.M.D. ENVIRONMENTAL RESOURCES PERMIT D.E.P. WATER MAIN D.E.P. SANITARY SEWER WATER SOURCE EXISTING 10" PVC WATER MAIN PER INDIAN RIVER COUNTY UTILITIES SEWER SOURCE W SANITARY SEWER PER INDIAN RIVER COUNTY UTILITIES TRAMWER STATE1 EW PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN WRITING. ON A FORM ACCEPTABLE TO THE COUNTY ATTORNEY. ALL COMMITMENTS, RESPONSIBILITIES, AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL .;,AR`f-eONSTRUCTION: SEPTEMBER. 2004 END CONSTRUCTION: MAY, 2006 TRACTS TRACT P.Q,R & S RECREATION ARTA TRACT'S C & D- CONSERVATION AREA N nB CONSTRUCTION OF WETLAND AREAS SHALL BE ACCESSED ONLY AT EASEMENT LOCATION INDICATED. REMAINING EXISTING UPLAND BUFFER SHALL NOT BE DISTURBED DURING CONSTRU.:11ON PROCES. SCALE SHEET NO. AUG -2 6 2004 1 „=100' JOB NO. 4 RI J. MEL HIORl, P.E. DATE: Florida FL. REG. NO 48947 WN.01201.001 of g SEBASTIAN GOLF COURSE t Lot 1 Lot 147 156 155 54 53 152 151 Lot Lot 148 Lot 146 1. 150 149 APPAL SITE AREA 158.80 ACRES ROVED UNITS 452 S/F LOTS ----`------------ -------`------/ , APPP OVEDRESNTIAL AREA 1.46 AC.85 RES 'I-.--=--------- ----------' Lot 145 PRESERVE AREA 12.00 ACRES Nt-�--- _ RECREAMON AREA 5.00 ACRES LAKE AREA 15 34 ACRES Lot Lot Lot 348 349 350 351 352 353 354 355 Lot 356 Lot 357 PROPOSED 8" S/ � -- -[!UC TILE IRON Lot 44--- \/---?--�T----- C7 WATER ;AIN 358 Tract "R — — .� - /- ; 8 �--------------------\�� -•1 — �— 1---�----n--- `---1�--� \\ ' Lot PROPOSED 8" l r} I 359 Lot 144 tot I I I lrl I ( I I \ \ 347 PVC WATER MAIN Lot Lot Lot Lot Lot Lot Lot Lot \ \ / / !' Lot 317 316 315 I I 314 313 i 165 166 167 168 I ( 169 170 171 \ \ / / / 318 PROPOSED 8 I -PROPOSED 8" L t ( ( \ 346 / / UCTILE IRON I PVC R MAIN 1 I I \\ \ \ Lot 143 / WATER MAIN 10'P.U.D.— r.. 60 I I I. I 3 9 35 Tract 'D' Lot 172 \ \\ 4 / / / I I I I i I Lot Lot 142 Lot Lot Lot Lot Lot I I I 361 320 309 310 I I 311 312 I D Lot 1Lot 98 Lot 173 \ \\ Lot 141 Lot / / Lot Lot / r v\ PVC WATER MAIN I I Lot \ ` 344 I I PROPOSED 4" 164 / \ \ / / 321 308 J L 362 \rLot \ 197 Lot 174 \ \ Lot 140 \' / \ 343 5 Lot \ \ S �\ Lot \ % 322 \ \ 17 /� I I 363 / � / \ \� ` � \ \ \ \ / • \ / / � Lo{ I� � \I I PROPOSED 8" 307 � / I I I �I PVC WATER MAIN \ Lot Lot 175 \ r \ Lot Lot Lot Lot Lot P U 196 Lot 139 I I _ `\ \ \� \ _ _ — — _ \ 342 / 305 I I 304 303 \ \ \ \ \ 4 / / 323 EMEN Lot 1 13 I Lot \ \ \ � \ \ ` \ \ •` / •' _ .- � 306 I i I I I 364 Lot \\ \ Lot Lot 176 \ \ ` / 341 / 10' P.U.D. I I I I \Lot 195 \ Lot 138 \ / /Lot EAS -MENT 114 324 \\ \ � \ ._ / I \ [ Lot I I I I 365 302 \ La 4 Lo0 U S L t 177 \ \ ` Lot 137 / / / ooLot Lot \ \ L ` Lot / / 325 115 1 339 / STORMWATER MANAGEMENT I I I Lot \\ \ \ Lot 178, \\ ` 1 I / / / Tract "D" Lot 366 Lot \ 193 ' Lotr\ \ Lot 136 ` / / / 3Lot 301 26 - — — — — — Lot g ! ------ I I 10 Lot Lot \ \ 1 y2 Lot 179 Lot 135 I I ' \ \Lot / I ' Lot / Lot 0 I I I -0I 367 117 \ 327 3Lot 37 I I I �j- I Lot Lot 180 / , I Lot \ \\ \ 191 / j Lot 134 I I I I I I 368 Lot \ \ / / / \ r \\ j 1 11 1 328 294 Lot Lot Lot Lot ` `I � \ / / Lot 295 236 297 298 Lot I I I o \ / \ 1, Lot \ \ I ` 293 299 I f \ < Lot Lot 181 \ Lot PROPO';ED 4" Lot I Lot \ \\ \\ 190 \\ 10' P.0 O. PVC % TER MAIN � —� L � ( 369 �- 119 Lot 133 / Lot Lot — — — _ EASEME )T '^ m `\ 329 292 / �A I I WILY _ \ \ Lot t � \ ' �— � Lot�IM S 'Qr' I Lot \ \ 189 Lot ` , / 335 1 1 I % Lot S -- —I— _.. I I 11 370 •`�• 120 \ \ 182 \ Lot 132 t 291 \ 18 e,Cl— \ Tract 'N' �j HYDI Lot — —1 F— —L — — �� — — 8 \ �V 330 �- \I \\ Lot Lot ` — — I I 19 I 188 183 Lot I I Lot Lot Lo� Lot Lot 1Lot21 \` \ \\\ Lot „�./ 334�I I 290 LO 289 288 I I 287 286 285 284 I ( 3Lot71 I Lot 131 .0Q� PROPOSED 8L`2�� ' Lot I I PROPOSED M Vi I Q \ \ \ \ Lot Lot PVC R MAIN I 331 IK I I I I PVC WATER MAIN Q I y \ \ 187 185• • Tract "S" 1 p 1Lot 22 \ \ \ \ / / ® , \ ♦ / I I F1tSEME� I \ \ \ Lot 241 ` _ ` / % I I /� 1 I I I 372 \\\ \ Lot 186 / / / \ \ \ POINT -'OF ONNECTTON 2 S Lot 1 Lot I Ir Lot / v ST 10+85.41 / 332 283 1 Lot 130 \ Lot 242 % OFF Ei 17' L f� I`M EXISTINGPLUG. Tl= 24 / / / / — 373 I I Lot Lot \ / POINT OFC ECTION STORMWATER MANAGEMENT Lot \ ` / \\ 129 \ \ �� Lot 243 Lot 244 / ST133V+48.27 Tract "C" Lot I I I 124 \ / \\ Lot 232 \ %� / / OFPStT 1.12' R 282 Lot128 \\ \\ `1�\ ✓/ / REMOVE NLW MALot \ Lot 0 1 ------J I i 374 \ � \ \ ` `' -.._ - - — "-" '' � � / gLot127 Lot 233 �\ Lot 27 / r Lot I I Lotl 281 I .0 Lot \ 126 / `\` `"`—�\\ \ Lot \ j _ _ , _ _ 1 \ ♦ T— I \ ` � �- Lot 1 1 I I I \ � � Lot 234 �! '' � � \ Lot 248 01� 0 Lot 199 \ \ r \ \ , / /Lot 235 \\ \\ \ / / 273 274 Lot Lot Lot I I Lot Lot Lot I I Lot 231 % ` \ \ / j / 275 276 277 I I 278 279 280 I I ( Lot Lot 236 Lot 237 Lot 238 \\ \r \ / ♦ / \ I 10' P.U.D. i I 376 - \ \ Lot 2QQ C Lot 249 ♦ \ EASEMENT r \ \ \ \ \ ,•1 \ \ \ Lot 20 ----- �T— 21---�J------� \ ` Lot 23Q ♦ 272 ' _ — , —=— — — — �RJi�r — =� —3.'� ( S 3Lot 77 — r Lot 201 ` \ \\ \\ r \ Lot 250 ♦ _ - - — __ �\ II 113 \\ 0 R E V lu -- 66 229 / Lot 239 \ � � 1 , 1 1 1 Lot PV CWATER MAIN — — I I Lot \ \ /V E L 0 P E D I I PR031��SED 8" Troo Lot 202 \ / // 1 I 1 Lot 251 , 270 Lot Lot Lot Lot I I Lot 364 Lot f \ / Lot ` 269 268 267 266 265 263 I PVC WATER MAIN 228 ' I 10' P.U.D. \ \ Lot 24Q ` I ' EASEMENT I I ' 10' P.U.Lot Lot ASEMENDT. I 379 zz7 Lot 203 \ �/ ------ —E — — — ------ ---� \ \ f _ I I I Lot 252 ' r --- -- -- --------------- Lot � � Lot Lot 204 `� / 225 Lot Lot Lot Lot Lot Lot I I I Lot Lot I I Lot Lot Lot Lot Lot Lot Lot r `✓ 22`1 223 222 I f 221 220 219 I I I I 254 255 I 256 257 258 259 260 261 262 I I Lot 25311EASEMENT r \ ®----- _ _-1 L_--__------ -- Lot ,I -- �--�-- ---�--Q---44--�T---�-- j 381 Lot 205kact % " /'-"--—---- .— -------.— --- ----- -- .._..\ a 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. POINT OF CONNECT a S ` STA 8 +32.64 15 16 OFFSE• 17 R PROPOSED 8' PROPOSE',) 8" S Lot \ �/ / / REM01r. PLUG. TIE INTO PVC WATER MAIN PVC WATER MAIN 14 \ 206 Lot EXISTIIIG 8" GV/WM Lot Lot 207 Lot Lot 385 Lot Lot Lot \ 208 209 Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot 210 211 212 213 214 215 216 217 218 382 383 384 386 387 388 389 390 391 \ Tract P. \ /---- --- — ------— — — — — — — — — — — — — — — — — — — ------------- -------- ------------------------------------- X W-EX8'W.M-t---� SEBASTIAN HIGHLANDS PHASE PHASE_ PLAT BOOK 5, PAGE 14 Iff B 1H A DESIGNED SRM DATE 03-01-04 DRAWN DPK DATE 04-05-04 CHECKED ESM/RJM DATE 00-00-00 APPROVED RJM DATE 00-00-00 / NO. BY REVISIONS DATE FILE NAME CLPH3-04-07.DWG WCGjNeel-Schaffer, I= Master Utility Plan Professional Engineers Y 170519M Place, Suite G-3 PreliminaryPlanned Development Plans Vero Bead% Rorida 32960 772-no7o7 Collier Club Subdivision Phase III (fad n2-- 7o 4s4o CA oWWW2 Indian River County Florida FL; Key Map SCALE SHEET N0. AUG 2 c 2001 �y f P.E. 5 LG�,�IC�F�I, [" DATE JOB N0. NO: 48947 WN.01201.001 of 8 SEBASTIAN GOLF COURSE 1- A Lot Lot 147 Lot Lot Lot Lot Lot Lot 155 154 14'8 ` 348 349 350 351 352 353 354 Lot Lot Lot Lot Lot 153 152 ot Lot 151 Lot Lot150. 49 Lot 146 TOTAL SITE AREA 158.80 ACRES 356 Lot357 North UNITS 452 S/F LOTS —..------------.---. •-- — ---� \ , APPROVED DENSITY 2.85 UNITS/AC. ' RESIDENTIAL AREA 126.46 ACRES — — — — — — — — ... _ Lot 145 PRESERVE AREA 12.00 ACRES — \ 35sA�..E - - - - RECREAl10N AREA 5.00 ACRES / - 1 /221 LAKE AREA 15.34 ACRES Tract "R — — ��---------------I I -- `�\� '-------------- '-----�� I I \ � Lot , 44 , r Lot (/� F1�T � Lot Lot Lot Lot I I Lat Lot Lot \ \ 347 / L°# Lot I I 1Lot 359 1 inch 1 00 ft. 165 166 167 168 I I 169 170 171 \ \ \ Lot 317 316 315 314 313 I ' I 1 \\ \ \ Lot 143 346 / � I 1Lot \\ \ / 'E`SEENT 360 I I I I 1 `-, / � 319 ,\ \ Tract 'D' Lot 172 \ \ Lot / Lot 142 3451 Lot Key Map Lot , ej 320 309 310 I I 311 312 I 1 361 \ i Lot Lot 173 Lot 164 198 \ Lot 141 Lot344 321Lot —21308 /r. \�J L--- -----� I 1 362 \ \ \ ^ / I 197 Lot 174 \ `. ! Lot \4' 1/ 1 Lot 140 / \ \ 343 Lot\ \ Lot Lot /�- , (– — — — — — -� 363 \ \ Lot307 Lot 175 Lot \Lot 1 13 \ \ 196 \ Lot 139 342 / P.U. . Lot . I Lot Lot ! 1 \ \ \ _ - — . — . Lot EMEN 305 304 303 _ \ \ / /323 306 ! I 3Lot 64 Lot l \ Lot 195 Lot 176 \ \ \ Lot 13EI / ` / ! \ 341 / Lot 10' P.U.D. 1 I 2 I 1 114 , \ \ \ \ ` \ / I / / 324 EAS =MENT 1 E I U S L\ \ \\ I I 340 / / Lot I ( I Lot \ \ \ Lot Lot 177 \ 3ot365 Lot \ \ 4 Lot 137 � � / /Lot E P E DLot1 I 115 339 / / 325 STORMWATER MANAGEMENT \ \ Lot 178 \ ` Tract "D" I Lot Lot366 Lot \ 193 , Lot 136 ! / Lot 301 1 116 \ 338 � / 326 ------ r ' 1 –1 \ Lot '' 1Lot 17 \ \ 192 Lot 179 � \ Lot 135 / ` � i � pp � I Lot • ' 3Lot27 i� 300 ! ` I 1 367 \\ \ Lot , Lot 1$0 \\ \ / 1' ,- I 337 I I I I 1 Lot Lot \ 191 / Lot 134 I I I I 368 � 118 \ \ � � , ` 3Lot 28 294 Lot 0l I I I , Lot 296 297 2°98 Lot ! j Lot \ Lot ` 293 299 Lot \ 190 Lot 1$1 / 336 Lot Lot �- 119 \ \ Lot 133 ` / ' ! I 10' P.U.� I Lot Lot / EASME(JT I. 1 369 W�/� I M 329 292 /-----� 1------- 1 V� W -------�11 I y/ Q Lot \ \\ \ 189 \ , / Lot t — _ I •r 120 \ \ \ LotLot 182 `` , Lot 132 \ `� 335 I i 291 ,\ t 1 " 4 �� ( 370 IL 1 Lot I \ Lot Lot Tract N I 1 330 \ /�------1---------------1�I1i Lot \ \ 1$$ \ 183 1 / Lot I — — Lot Lot 11 Lot Lot / 290 oI I 2s7 286 285 2�4 Lot wI 121 334 I Lot 289 288 • t \ \ \ \ \ 184 , Lot 131 �� i I I 1 I 37t col Q i �`Lot \ \ 1Lot $7 Lot \\\ / \\� �. i , r 33111"11\-10' 1 i I QI Lot \ 185 \ • Tract "S" 22 \ \ \ � � / \ • � � • / ! I 'EAS MEl�ir I 1 \ � V •---• Lot 241 • ` �� Z4� I 1 I Lot 1 '' �--- � \ \ ' � -' ♦, � � EME _ f I I I 372 Lot \ Lot 186 r . / \ \\ / /' 246 �/ // Lot ` Lot I 123 \ / �✓ ` 332 I \ \ \ ' /� Lot 130 ` \ Lot 242 / ♦ 283 1 Lot Lot 245 / 1 1 l \ � I 1 \ Lot \ \ \ STORMWATER MANAGEMENT 373 Lot\\ 124 \ \ \\\ 129 Lot 232 \ \ \ / Lot 243 Lot 244 / / / Lot Tract "C" Lot IN, 1 \ / 128 \\ \ J / / 282 I 1^ I \ \ Lot\\ \ \ _ __—— .24J 1 Lot Lot %374 \ 125 ` 127 Lot 233 '"" Lot 247 ll, j I I T7 Lot 2 ��''– 'I� \ 1 281 I / \ \ Lot 234 / — _ \ \ ♦ T ��— I I I 375 \10 Lot 199 \ Lot � \ / � ! \ \ Lot 24$ I ! , / /Lat 235 \ \ i 274 273 \ Lot Lot Lot Lot Lot Lot Lot 231 / / \ 275 276 277 11 278 279 280 1 1 7 Lot 200 \ Lot 236 Lot 237 Lot 23$ \ � ,,r i' ♦ ` VJ \ \ \ \ \ Lot 249 ♦ / \ 1 10' KUM, 6 ENT 1 3 Lot 23d .� , \ Lot �---------— -- � -------� I I \ ` -- _ oat ` 272 ` 1 Lot 201 (t / \ ,/ I 377 \ \ \\ LotR E V I ION/ \ \ , Lot 25d \ _ �. 16 ... — — T\ _ _ _ _ \ \ Lot 202 229 / Lot 239 \ ` \�-------- -------------- V E L Lot / ` � � ` 1 ` 1 , Lot 271 1 T, \ \ / I 7 \1 \ j I I 3 8 ao� /228 ` ' Lot 251 1 270 269 268 267 266 I 265 264 263 I 1 1 \ \ < \ Lot 240 ` I ` � / 10, EAS MENT I I Lot 203 \ \ Lot // 1 �, I EASEMENT I 1 3Lot 79 \ \ // ---- 24———————— ----- 24" —1 , ------- — �" I ` \ \ %Lot 1 I I I Lot 252 33 --- — --- ---- 226 I I � /Lot \Lot Lot Lot Lot Lot Lot / 3�0 \ Lot_ 204 �'' / 225 224 223 222 Lot Lot Lot1 ! 221 220 219 ( 1 I 254 Lot , I I tot Lot Lot Lot 253 1 255 10'SP.U.D. 257 258 259 260 261 262 , - I ( I EASEMENT 1 -- \` —__-------I f--.----------- '� I ��-------j-------- ---------_------------j I f• 381 ' Lot 205 ' \ _ % I �. 20 °r —� — .---------- -------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------- _ \�, Lat \ 206 Lot \ Lot 207 208 Lot Lot Lot Lot Lot \ \ \ 209 Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot — / / 210 211 212 213 214 215 216 217 218 382 383 384 385 386 387 388 389 390 391 \ ---- /-- --- -----• — — — — ----..--....—_•_._..__...--.-------------------- -------------------------------------- Tract "P"--- SEBASTIAN HIGHLANDS PHASE PHASE__ d PLAT BOOK 5, PAGE 14 a B M A 48 HOURS BEFORE DIGGING I DESIGNED SRM DATE 03-01-04 ., WALE SHEET NO. s,: .� CG�NeehSchaffer, Inc.Ir�c _ . CALL TOLL FREE I Profe88lo11alEngineer8 Master Drainage Plan aus. s 200 DRAWN DPK DATE 04-05-04 170519th Place, Suite G 3 1-800-432-4770 CHECKED ESM/RJM DATE 00-00-00(li Vero Bead Aorida 32960 Preliminary Planned Development Plans _ r :. 1"=100' Collier Club Subdivision Phase 6 SUNSHINE STATE ONE CALL APPROVED RJM DATE 00-00-00 772—no 4707 RSC .MEL �� .. �A-�• JOB N0. Of FLORIDA INC. r NO. BY REVISIONS I DATE FILE NAME CLPH3-04-07.DWG NEEL SCHAFFER (fax) 772-1-70-4640 Indian River County Florida Y, WN.01201.001 FL. EG. NO: OF 8 SEBASTIAN GOLF COURSE �. O Lot L Lot Lot Lot 147 Lot Lot Lot Lot Lot 156 Lot Lot Lot Lot Lot 148 348 349 350 351 352 353 Lo 35s Lot 155 154 153 152 150 149 Lot 146 Lot Lot TOTAL SITE AREA 158.80 ACRES 357 APPROVED UNITS 452 S/F LOTS LOW P01 ELEV. 19.0E `^---------------_.:......_-.-----------�� \ � APPROVED DENSITY 2.85 UNITS/AC. /----�---- - -- - �-� Lot , 1 RESIDENTIAL AREA 126.46 ACRES HIGH P01 _ - - - - - - - - - - Lot Lot 145 PRESERVE AREA 12.00 ACRES EIXV. 19.97 \ 358 - - RECREATION AREA 5.00 ACRES - .. - _ ---- - -- r LAKE AREA 15.34 ACRES Tract R p - Lit l 0' I-----------------I I------- � _ -- ------ -- -- I 1 Lot \� � \ � Lot 144 , r �\ 359 =� I I � Lot / I I jLot Lot 347 I I 165 166 167 168 I I 169 170171 ` I�i8 31 Lot 6 Lot I I Lot Lot ( 1 Lot 143 313 346 / / !� I Lot I ` / 1I ' \ P.U.D. ELEV. 20.00 319 -' I I I HIGH POW / Lot E6NT EMEI ( f Tract 'D' Lot 172 Lot Lot 142 :� / 345 I I Lot / / / Lot Lot Lot I I Lot Lot I I 361 / l 1 320 309 310 1 1 311 312 1 ' \i / / Lot Lot 173 , ` Lot / / HIGHPOINT 9211 1 1 1 Lot / Lot 141 344 _ LOW P19 3 164 �� 198 ` ` ` / \ 1 ELEV. 19 05 Lot LOW POINT / / 321 Lot J - _ �,I 1 362 � \ \ 19.03 � / 308 / � -�� r r, Lot Lot 174 \ h /L \ - I INT. LOW POINT 187 � Lot � 1 --Ga - -..._ Lot 140 / \ 343 ` Lot \ \ HIGH POINT - - _ » ELEV. 19.57 322 \ ELEV. 19.39 - _ 1 Lot -\ ) \- / / 307 Lot 1 ` Lot Lot 175 196 _ Lot 113 �` `` \ Lot 139 ' _ _ ^ • - - - \ 342 / 3ot ' EMEN Lot 305 1 I Lot 304 Lot I 306 303 I I Lot / \ 364 Lot I \ Lot Lot 176 ` / ` 1a' 1 I 1 ,�, 1 \ 114 Lot 195 Lot 138 I % 341 / / / / Lot EAS = P.U.D.Uuff.D HIGH POINT , \ • / / 324 L I I I ELEV. 20.00 01 Lot E 10 U S L` ` ( ' 340 / Lot 1 1 365 1Lot 15 ` ` E4 LotL (" D" P E D Lot 177 , `\ Lot 137 / / / / 32t5 302 f Lot I 1 339 STORMINATER MANAGEMENT 1 Lot Lot 178 \ / / Tract "D" 1 116 t 193 - Lot 136 , ! / / / Lot Lot 366 1 I Lot r Lot HIGH P01 / 326 - - - - - - J •LOW POINT 338 ELEV. 20.15 - - - - - - --ELEV. 19.55 \ Lot 1Lot17 ` � 192 Lot 179 � \ Lot 135 / �• I i � I Lot 367 327 � J l 3 0 � I I Lot `� 191 , j Lot Lot 180 \ C' Lot 134 ` 1 337 i I 1 1 1 I I I 6 118 \ / , , Lot I I I 1 Po ` f / ` ` ` / �1 1 328 Lot 294 295 286 297 298 Lot I 1 ' Lot `. Lot 293 299 I Lot � � � 190 Lot 181 � • "- 336 � - •� 1 Lot �- 119 Lot 133 ` JIT A/ Lot Lot / 1FASEME.' _ L ., I 369 (W //�� / 329 292/ �- --- I------ --- I VJ W t Lot , , J l- 1 ,THIGH POINT Q I Lot \ 189 t / Lot - - - _ ELEV. 20.22 120 \ 1 of , ` Lot 132 L�% 335 1 ` LotLot 291 , L.1 - - - 1� I Lot I _ _ ` \ Lot Lot `, ` `` 7 1 / Tract 'N' I I 330 ,\�- LOW POINT�6 r - - - - - - - - - - - - -� I e Lot \ 180 183 1 1 I HIGH POINT _ ELEV. 19.17 11 I [ I 121 Lott 122 Lot 123 Lot 124 Lot yrft 25 00 Lot 199 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. / NO. t Lot ELEV. 19.69 Lat i 1 290 Lot Lot 1 1 297 s°Ss Lot it I I Lot W 334 I Lot 289 288 I I 184 Lot 131 i�' LOW POINT ,1 1 ELEV. 19.08/ 371 3t 1 Q 1 • Lot \ '� `t • ��:i ♦ ' 331 I I Q 37 � \ i Tract "S" /� II�f /Lot 241ESEME T I II IL 'I Lot I / / \ ✓ ' �, , EME I I _at 186 24 372 6 / / ` / / Lot �\ Lot 1 Il Lot 130 Lot 242 / 332 283 1 1 C � \ i // / Lot 245 / / / ` 1 1Lot Lot 0 373 / STORMWATER MANAGEMENT I I 1 129 \ / Lot 243 Lot 244 / 3t Tract "C" Lot Lot 232 \ / / / 128 `` LotHIGH POINT / / - - - 282 - J II IELEV.LOW P119 Sot �. \ ELEV. 19.81 / I, Lot `"-- -- / ----- _ 1 374 127 Lot 233Lot \ \ \ \.` ` Lot 247 26 / �_ _ - ` /% 281 1 I 1 �. Lot Lot 234 / / - - - 375 Lot 248 Lot 1 1 10' P.U.D.Lot I I i� l / /Lot 235 \ / % 273 274 EASEMENT Lot 231 1 i , Lot Lot Lot Lot Lot Lot / / \ I I I I Lot Lot 236 Lot 237 Lot 238 275 276 277 278 279 280 � / ''� /Lot 249 ,?A / \ I I 1 I 376 Lot 230,� ` Lot-----------� L--------- .� (HIGH POINT aOt 272 1 IELEV. 20.0 } ` \\ \Lot R E V lu` t Lot 250 HIGH POINT \ / j - - L4/ - - 1 377 2 ELEV. 0.17 - ---..--- - - - \� Lot 239 Lot \ _ - - - - - - - - - - - /ic [CFES 24' WHIT' STOPV E L r P E r Dk, t HIGH POINT LOW P011 "T y Lot 02 /` 1 271 ELEV. 19.95 ELEV. 19.18 EOP GN, STREET *FAME gSIGN A7D I I 378 Lot ` Lot 251 Lot Lot Lot Lot Lot Lot Lot Lot / I OSS PER I.R.L/C.O.. SPEG. I INDICATES PROPOSED TRD GHT 1 270 269 268 267 266 1 1 Lot 264 263 228 Lot 240 ' BY I - f 0' P.U.D. FLORIDA POWERICA 0-M & LINT. STANDARD Lot / I 110' PUNT t EASEMENT I 1 Lot 14 FOOT POLE AND C 'ACH LIGHT EASof 203 ` \ 227 / _moi I j - ------------------- ---� 1 \ / Lot 252 (- ------------------ LotLot ! I ( I 1 �---- ---- 379 226 I Lot Lot LotLot Lot LotLot 204 � \ ~ .,,�/ f 225 224. 223 222 I 1 221 22Q 219 ( I I 254 Lot I I Lot Lot Lot { Lot Lot Lot \ 255 256 257 258 W9 260 261 262 / LME TALE I I I Lot 253 \ I 1 �1EASEMENT ---------1 L--------------� I �.- _--- '------� L------------------ ---- / , { L3 ��5% 1.Q 391 L4 b26.7� N48niu Lot 205 `--�., - - - ` LOCATION OF L5 2s.00 S44 i 1 � n � �-- � � _ GATE HOUSE � 257.07• N�sBLoi�T 1.7 �- La10. N45'28' - \ L9 878.80 N45 OB 27' \ \ 117.8 S31'41 ----...._-----•---------------- - - - - - - - - - - - - - - - - - - - - ----------------�� L1L101 252.81 5442 1} / NGH POINT J LOW POINT _ HIGF POINT LOW PL12 393.93' N4Bo828 ONT \ Lot / / EL EV. 19.76 =LEY. 19.00 ELEV 1936 ELEV. 1 S 00 206 Lot " Lot 207 Lot Lot Lot \ \ tot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot 385 Lot Lot Lot Lot Lot \ Le 209 210 211 212 213 214 215 216 217 218 382 383 384 386 387 388 389 390 Lot \ \ \ -__--- -//---- -------..--.-.- .------------------------------------- ----- Tract "P" HIGH POINT ELEV. 19.76 SEBASTIAN HIGHLANDS PHASE- PHASE_ PLAT BOOK 5, PAGE 14 11 B M A DESIGNED SRM DATE 03-01-04 DRAWN DPK DATE 04-05-04 CHECKED ESM/RJM DATE 00-00-00 APPROVED RJM DATE 00-00-00 BY REVISIONS I DATE FILE NAME CLPH3-04-07.dwg R-ofee o Schaffer, ers Master Roadway Plan Professional Engineers 170519th Place, kite G-3 PreliminaryPlanned Development Plans Vero Beach, Florida 32960 p 772-,70-4707 Collier Club Subdivision Phase III (fax) 772-7-70-4W CA 00009582 Indian River County Florida FL' Key Map SCALE SHEET NO. AUG ; 2.6 2004 1"=100' I n= 1 00' JOB NO. 7 IFLC TORI, P.F. DATE: Wt 4$347 WN.01201.001 of 8 CURVE TABLE CURVE DELTA ANGLE TANGENT LENGTH RADIUS C1 30.115.'` 4722 q175.00 C2 30.21M- 141.71 C3 1740}7 l 24.99 fQ.7V 225.00 04 50.43 ' CS7rig 41.48 9M. 50,00, C8 31*!' 57.23 111.& C7 21.48 1• 91.34 C8 2 130.62 1 257,6W C9 8809'20' 146.55 I 259.79' I 22s -nn' Florida FL' Key Map SCALE SHEET NO. AUG ; 2.6 2004 1"=100' I n= 1 00' JOB NO. 7 IFLC TORI, P.F. DATE: Wt 4$347 WN.01201.001 of 8 1' OFFSET FROM R.O. W. 5' SIDEWALK PROP. R/W 50' CONST. 10' _w 6" TYP. 2' 1' OFFSET FROM R.O.W. 2% 2% _ 6% 5' SIDEWALK MOD. MIAMI CURB 1" TYPE III ASPHALTIC CONC. 6" COQUINA BASE 8" STABILIZED SUBGRADE MIN. F.B.V. 50 PSI SUBDIVISION STREETS � Q / SCALE: N.T.S. 2'X2 -X1/4- GALV. WITH 1/2" BOLTS AT 0 m 6" O.C.. USE WEDGE ANCHOR WITH 3" MIN. EMBEDDED ON CONCRETE FACE •� 8„ �. 8„ o o � H- A& 4'-10" 1/2 OF 48" GALV. , #4 BARS TOP & #5 BARS WITH CORNER EACH BOTTOM HOOKS, 6"C.C. FRAME BOTTOM #5 BARS I I I HOOKS, 4WITH x POSITION #4 BARS C.C. BOTTOM #4 BARS WITH 4 SIDES - --- - ��,�- HOOKS, 4" C.C. I I I I LONGITUDINAL A V I N'' A + BOTTOM CENTERLINE I I I I ® A I A i 22 " A& N _ r 22" I /I #4 BARS #4 BARS, TOP CLOSED x STIRRUPS -_� &BOTTOM 8" C. C. � � #4 BARS (12" & TOP VIEW OPENING CENTERED #4 BARS coo 24" LEGS) SAME CONTINUOUS OR OPPOSITE TOP VIEW 12" RETURN LAPS TOP VIEW L 22" GRATE ELEV. = CONCRETE GRATE ELEV. 8-7/8" - 22' BRICK -1 l N+ 1-1/4" .< 4,e _ZQ __._. OPTIONAL KEYS OPTIONAL KEY -r .To 19-1/2 " I _ 19-1/2" (IN LIEU OF DOWELS) < (IN LIEU OF DOWELS) 22-1/4' I 22-1/4" - �- 3'-6" OR 4'-0" -�- -�_ BOTTOM OR RISER BOTTOM OR RISER 29-1 /4" �n 2g-1 /4" SEE NOTE 6 BELOW TRANSVERSE LONGITUDINAL SECTION AA SECTION BB SECTION SECTION NOTES: 1. THE INLET GRATE IS SUITABLE FOR PEDESTRIAN AND BICYCLE TRAFFIC. IDI �- MODIFIED MIAMI CURB 2. INLET TO BE LOCATED OUTSIDE PEDESTRIAN CROSSWALK WHERE PRACTICAL. I 3. FOR STRUCTURE BOTTOMS SEE F.D.O.T. INDEX NO. 200. FOR SUPPLEMENTAL DETAILS SEE f INLET GRATE F.D.O.T. INDEX NO. 201, 5' 5' 4. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4" MINIMUM COVER UNLESS OTHERWISE SHOWN. TRANS. TRANS. EDGE OF CURB 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. GUTTER FLOW LINE 6. WHEN USED ON A STRUCTURE WITH DIMENSIONS LARGER THAN THOSE DETAIL ABOVE AND CURB PLAN TRANSITION 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 NO. 200 IS NOT PERMITTED. MIAMI CURB INLET TOP 7. FRAME MAY BE ADJUSTED WITH ONE TO SIX COURSES OF BRICK. 2 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 SCALE: NTS 30 CASTINGS IN ACCORDANCE WITH ASTM A 48. 4'-8 5/8" /— L 5"X3" -1/2"X5/16" (22 SPACES ® 9/16" 23 BARS ® 1/4 5" STEEL DECKING, �0�0 WEIGHT 630 LBS. I MAW BAR 5-X1/4- INTERMEDIATE "X1/4"INTERMEDIATE BARS 1-1/2"X1/4" RETICULIN BARS 1-1/4"X3/16" 5/16" SECTION CC roll _f_o' L 5"X3-1/2" E SECTION DD 3D 1 WALL ), 6" MIN. CORRUGATED STEEL PIPE (16 GA. WITH v (7 0 3"X1" CORRUGATIONS) m 4 I 5" DIA. PVC (NOM.) PLAN � STEEL GRATE ELEV* 16.0 S TOOL EDGES TO4"_1 p SCH 40 PVC PIPE 3/4" RADIUS �� DECKING 4'-8 5/8" `jIs 6 5'-4" 6° ELEV: 18.0 t I� 5 '-3" !� PIPE CONNECTION WITH `. / NPT END zap 12" _ 12 STANDARD RUST RESISTANT ROOF DRAIN (NPT CONN.) MIN. OPENING TO EQUAL v v;'Ic iv `. 150 ON AREA OF PVC ELEV: 17.0 � 8„ _ #4 BARS g x PIPE s ®12" O.C. �: , < 2 - 2 24" DIA. R.C.P. �; o CONTROL ORIFICE WITH INV. 14.0DEBRIS STRAINER i ELEV: 1 .0 - 2„ 2" Lr). N - 5'-00" STRAINER DETAIL / NOTE: BOX DEPTH N.T.S. ° ELEV: 11.0 l° :: ( _ I CONSTRUCTION JOINTS PERMITTED f1 : 4. ' . BETWEEN THESE LIMITS -SEE INDEX #4 BARS — / C ,e. d N- • , NO. 201 FOR MINIMUM DIMENSIONS ®12" O.C. SECTION AA °° SECTION BB NOTES: CONTROL STRUCTURE 1. THESE INLETS MAY BE USED WITH ALT. B STRUCTURE BOTTOMS. � Q / SCALE: N.T.S. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800—,432-41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. N0. , DESIGNED SRM DATE 03-01-04 DRAWN DPK DATE 04-05-04 CHECKED ESM/RJM DATE 00-00-00 APPROVED RJM DATE 00-00-00 BY REVISIONS DATE FILE NAME CLPH3-08.dwg SURFACE ON LOW SIDE OF PAVEMENT TO BE 1/4" ABOVE LIP OF GUTTER -SURFACE ON HIGH SIDE TO BE FLUSH WITH GUTTER R_3/4„ 1'-0" (TYP.) I a Cq <° a_ r r 2'-0" - FLEXIBLE PAVEMENT - N OTES: 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. 3. SEE F.D.O.T. INDEX 300 FOR OTHER NOTES. (71 MODIFIED MIAMI CURB � Q / SCALE: N.T.S. Pro WCGINeel-Schaffer, Inc. Professional Engineers Miscellaneous Details 170519th Place, S°ffe G-3 PreliminaryPlanned Development Plans Vero Beach, Ronda 32960 p 772-770-4707 Collier Club Subdivision Phase IB (fax) 772-770-4640 CA 00009582 Indian River County FI rida SCALE SHEET NO. AUG 2 6 2004 AS NOTED JOB NO. 8 J. M'EUNIORII, P.E. DATE: REG. NCS' 48947 WN.01201.001 of 8