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HomeMy WebLinkAbout2004 Collier Club Phase III Construction Plans77 c Phase III SECTION 28 29, FLEMING GRANT, CITY OF SEBASTIAN INDIAN RIVER COUNTY, FLORIDA General 1. THE REQUIREMENTS OF INDIAN RIVER COUNTY SHALL GOVERN ALL UTILITIES WORK WITHIN ITS JURISDICTIONAL LIMITS. WHERE A CONFLICT EXISTS IN THE REQUIREMENTS OF A REFERENCED MATERIAL OR INSTALLATION STANDARD, THE REQUIREMENTS OF THE INDIAN RIVER COUNTY UTILITY DEPARTMENT SHALL PREVAIL. WHERE THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE STRINGENT, THOSE REQUIREMENTS SHALL PREVAIL. 2. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF INDIAN RIVER COUNTY UTILITIES SPECIFICATIONS. ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 3. EXISTING UTILITIES SHOWN UPON THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION OF ANY UTILITIES WHICH MAY EFFECT THEIR WORK. Sewer Collection System 1. GRAVITY SEWER PIPE SHALL CONFORM TO ASTM 3034 SDR -35. 2. FORCE MAIN SEWER PIPE SHALL CONFORM TO ASTM, D2241 SDR 21, PR 200. 3. JOINTS FOR PVC SEWER SHALL BE RUBBER GASKET TYPE CONFORMING TO ASTM D3212 AND ASTM F477. 4. ALL PVC SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD UNI -B-5. 5. ALL SEWER AND FORCE MAINS TO HAVE A MINIMUM COVER OF 3' - 0" UNLESS OTHERWISE NOTED. 6. WHERE SEWER AND WATER MAINS CROSS, AT LEAST 18" VERTICAL CLEARANCE SHALL BE MAINTAINED. WHERE A SEWER MAIN PARALLELS A WATER MAIN, A SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED. SPECIAL PROVISIONS SHALL APPLY WHEN THESE CONDITIONS CANNOT BE MET. THIS REQUIREMENT PERTAINS TO STORM SEWER AS WELL AS SANITARY SEWER. 7. WHERE A SEWER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 2' VERTICAL SEPARATION SHALL BE MAINTAINED. SPECIAL PROVISIONS SHALL APPLY WHEN THESE CONDITIONS CANNOT BE MET. 8. UNLESS OTHERWISE NOTED, MANHOLE TOP ELEVATIONS SHALL BE: PAVED AREA -- FLUSH WITH PAVEMENT UNPAVED AREA -- 1.0" ABOVE FINISH GRADE MINIMUM 9. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS ALONG FORCE MAIN. 10. SERVICE CONNECTIONS SHALL BE 4" FOR SINGLE AND 6" OR LARGER FOR MULTIPLE RESIDENTIAL AND COMMERCIAL SERVICES. LOCATE EACH SERVICE CONNECTION FROM THE CENTER OF THE DOWNSTREAM MANHOLE AND RECORD THEIR LOCATION. 11. INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OR OPPOSITE WYES AND RECORD THEIR LOCATION. 12. THE SEWER COLLECTION SYSTEM SHALL NOT BE PLACED IN SERVICE UNTIL THE SYSTEM HAS BEEN VISUALLY INSPECTED AND FLUSHED OF SEDIMENT AND DEBRIS. 13. THE SEWER LINES SHALL BE TESTED BY ONE OF THE FOLLOWING METHODS -- WATER INFILTRATION, WATER EXFILTRATION OR LOW PRESSURE AIR EXFILTRATION AS DIRECTED BY OWNER'S REPRESENTATIVE. 14. FORCE MAIN SEWER PIPE FITTING SHALL BE OF DUCTILE IRON, MECI-'AN!, AL 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 ERO ION 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 WdETATIVE 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. 7. Minimum Vertical and Horizontal Separation ON BY 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 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-A4.32-41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. � N0. BY 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 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 11'1/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. 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. 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: (a) 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 1NDMDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 17. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. 18. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE. 19. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX Nos. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. DESIGNED SRM DATE 03-01-04 WCGVeel-Schaffer, Inc. General Note S SCALE SHEET NO. Professional Engineers NOV 2 4 2004 DRAWN DPK DATE 04-05-04 00-00-00 170519th Place, Su►fe G-3 Vero Beach, Florida 32960 Construction Plans v N.T.S. 2 CHECKED ESM/RJM DATE 772-770-4707 Collier Club Subdivision Phase III Rt J. M CHIORI P.E. DATE: JOB N0. APPROVED RJM DATE 00-00-00 NEEl.SCHAFFER (fax) 772-770-4640 Indian River County Florida FL. REG. NO: 48947 WN.01201.001 OF 20 DATE FILE NAME CLPH3-02.dwg CA 00009582 In SEBASTIAN GOLF COURSE 1 1 1 l t i t "Collier Club" Phase PLAT BOOK 15, PAGE 56 4 \ „„ . ,� , . , . , , , It , . , . , N , . , . , le , ,_ o e , , : ,OF SEBASTIAN HIGHLANDS PHA P_H_ ASE _ �h PLAT BOOK 5, PAGE 14 1113 IU A23'. North GRAPHIC SCALE 0 60 120 ( IN FEET ) 1 inch = 120 ft. Key Map DESIGNED SRM DATE 03-01-04 WCG Veel-Schaffer, Inc. Existing Conditions SCALE SHEET NO. 48 HOURS BEFORE DIGGING Professional Engineers NOV2 r 2004 ./ CALL TOLL FREE DRAWN DPK DATE 04-05-04 170519th Place, Suite G-3 Construction Plans - � 1 "=120' 1-800-4 2-L��0 CHECKED ESM/RJM DATE 00-00-00 Vero Beach, Florida 32960 3 772-770-4707 Collier Club Subdivision Phase III K J. LCHIORI, P.E. DATE' JOB N0. SUNSHINE STWEORIDA ONE CALL APPROVED RJM DATE 00-00-00 wimm.SCHAFFER (fax) 772-770-4640 OF FLOR/DA, INC. NO. BY REVISIONS DATE FILE NAME CLPH3-03.dwg CA 00009582 Indian River County Florida L, REG. NO: 48947 WN.01201.001 OF 20 SEBASTIAN GOLF COURSE Lot Lot Lat Lot 1 ,. Lot Lot Lot 148 155 15 153 1542 150 149 1 Lot 1 147 Lot 146 1. - _--�...._- __ - - .._._._.._;...__..__.. Lot 145 _-._-_____-.._...._...- � `00 f, Lot 144 Lot Lot Lot ! of Lot .Lot Lot 1� 1 165 166 167 168 I 1 169 170 171 t 4L `it 1 1 I Lot 143 ts, 1 ►I t � 1 Tract Lot 172 �'1{ Lot 142 ... 1 : `'N :� Lot` a `,a` ` aaa `` 5• `e i Lot 173 ` Lot 141 '/ � ````\: �� 0!0```0`0' \, ``` t``` •••`,`t'. •`: � � � i 00, Lot ` :`' `` '�': Lot 174 �, r �� , . r 197N. Lot 140 Lot �\ ' Lot 17.5 Lot 196 �� z:.s ! t A Lot 139 113 Lot Lot 17f, \ r Lot 195 ` ` Lest Lot t Lot 177 ! i Lot %,` t Lot 178 •.?�' Lot Litt't i `aa s s Lot 179 l i 117 \ \ 132 :� ;4 y Loi: � � 191 110 i s ✓ Lot Lot 190 t- 119 %i 1 Lot Lot \ 169 i �O Lot i 121 \\ Leat 122 i 122.3 124• 75.00 75.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 ` r e3.84 Ldt 348 , Lot 349 rLot 350 I {Loi 35� ro5� rte{ 353 I -Lo{ 354 I r Lo{ 35� mot 35� Lot 357, 12,461 s.f. I gl 9'150 s.f. j 8,870 9.f.l J9,100 a.f.1 J 9,100 a.f.1 1 9,100 s.fl 19,1100 s.fl 19.100 a.fi 18.673 $11 j 9,457 al � l I? I I I Igi Isl fel IBJ ISI I I! 1g� Lot (� CONCEPTUAL PLAN OPEN 1 ; J:21IN 4 390 e..11 . J L _ J L - -1 L - J L - _) L-► I 1 35 u ( ,1 TOTAL SITE AREA 158.80 ACRES L ; 3Y 31.t2• now 70.00• Mw Tear 73ea• 1 APPROVED UNIT'S 452 S/F LOTS '�,;,� J J APPROVED DENSITY 2.85 UNITS/AC. gTroct 'R RESIDENTIAL AREA 126.45 ACRES 30% 37.94 ACRES , 17 Ac - -- - - , PRESERVE AREA 12.00 ACRES 100% 12.00 ACRES I` 1� bi aa� 73.99'70.00 7000 'low a<ae r RECREATION AREA 5.00 ACRES 80% 4.00 ACRES - - - - - - - - - - - - 01 - , r - - - - � (% Lot 359 I E LAKE AREA 15.34 ACRES 100% 15.34 ACRES - J ! -I r - -1 - (- - -1 r- -1 r - i I TOTAL 44% 69.28 ACRES \ \ Lot 347 �� - - 1 I I I I I 11 I I I I 10,191 s.f. Y \ ,J 10,787 s.f. / Lot 317 Lot 316 Lot 315 , Lot 314 �N Lot 313! I L " ` foes PLAN �� / 346 \ \ �/ / / f f /10,2651s.f.l j 8,432 s.f. i 8,750 s.fl �I 8.750 s.fr 8.750 s.f j g 9,864 s.1�. 1;; TOTAL SITE AREA 158.80 ACRES 1a Lot s.f. \ / 1 1 1 I 1 I Lot iso PROPOSED UNITS 391 S/F LOTS $ /\ \- - - -� L_ - - --1 L- - --� L_ _ J L_ - -I =; ' / o" EiSEMENT I 1 I 1 $1 1 9,100 S.T. PROPOSED DENSITY 2.46 UNITS/AC. y / \ \ '�'� //.o °/ \ <e.7s �<.er m.nn• moo• moo• eoow I L _ J RESIDENTIAL AREA 112.19 ACRES 30X 33.66 ACRES I \ I I PRESERVE AREA 25.47 ACRES 100% 25.47 ACRES $ \ \ �/ / \ ?`�• I ,ter RECREATION AREA 5.69 ACRES 80X 4.55 ACRES Lot 345 Lot 399 9922 s.f. LAKE AREA 15.45 ACRES 10OX 15.45 ACRES \ 10,701 a.f. % \ r J I I 1- g I Lot 361 I TOTAL 50% 79.13 ACRES I \ �,,\ / o \� / L+ /� Lot 309 Lot 310 I Lat 3t 1 I Lot 312! I 9,100 a.f. $. 1 \ \ \ //y / / / / Lot 3 0 \ ti4 / \t 0,711 a.f. I Ill 91. I1 s,s92 9.f.1 10.080 sif.1E; I L - _j \ / J �� Lot 344 \ \ 8,804 s.f. Lot 308 \ �•- - \ \9.597 a.f. o/ \ / +t 4z \ _ / /. 3 . UI 1L _ -1 L_ J 1 , j 01 I .Lot 362 1 0 \w.\ / L a 70. as 1 \ / Lot 343 \ / \ 8,794 s.f. > L -� - - (t - _ • / \ � \.334 s.f.%, � / $ �- - - - � 1 � � I F � "Oil 81 I Lot 363 I 8� \ \ / / tot 322\ Lot 307 tr� _ _ - - _ 9,100 s.f. \ , C , ,,.764 s.f. > . I A 1 -I f 1 I I L- i3aao•- • / Lot 342 8,818 s.f. I 1 �.� &• <\.899 s.f. > / P. _ - • - - - \ y \ ,�� / �/ ! \ \'�,,� / EME � j 1 r II I Lot 304 I �I Lot 3431 I- I F V Lot 323 \ v II 0,483 s.f. I 1 9,663 at., 1 $ I I Lot 364 I €_ /Lot 341 \ < 8,756 s.f. Lot 306 r< 1 t� I 9,100 S.T.\ `\ t 1,330 a.f. Lot 305 (I' _j L- _ J I L _ J 8,456 s.f. %/ \ ' ' 15,999 s.f. , � 1 - aftw Lot 340 \ \ / \ �a \ J t P.�F I 1nno� o I v < \ 10,097 S.T. \ o / Lot 324 gas• f EF�ENT test 1 I, $ I 1 Lot 365 I $ 8,777 s.f. J /Lot 302 l 1 9,100 s.f. 9, \ '1 °e\ / / v°/ \ / .o� e5 2t 18,749 s.f.,3b�or- Lot 137 1 j / \ L_ Lot 339\\� /m 4 Lot 325 J _ _ _ �••� tz5.00• I 1 10'979 s.f. \ \/ �\ 8,885 s.f. \, STORMWATER MANAGEMENT I , I. gl 1 Lot 366 I g 9,100 s.f. Tract a. Lot 3 a. a I L _ ODD - Lot J `cat 136 � I /� � 5�'•0�^ /�` �,` � \�`� e 8 1 8.751 s.f. ! $ I 1 - - J \ 0 112,428 s.f. 1 326 2.51 ACRES - - - i / Lot 338 / L 8,752 s.f. % _ _ t2SO0` J i 1 t I 11,403 a.f. o Lot 367 \�`f.._ot , 35 I L - _� _ _ J't t 1 r two^ J 4' °� EASEMENT 81 1 9,100 s.f. I . Lot 300 11 I L_ J �7 Lot 327 ,SZz< ez./J '0a / �8,75t s.f. J I .I I-,�o.00= ( 1 I 8,109 s.f.'� �s5-oo - Lot 337 Zn I I F \ \ I I L_ - 25. J /' I _1 I I 7oar 70.00 31D.ow aom 1 41 Lot 368 0 ✓ '� � 10,477 s.f. I I G- i l Lot 134 J I UI r - - - $ n <\ 13Lot , 499s.f. I Lot 294 I f �I I� -1 I(- � 1- -1 F- -1 i J gl I 9.100 s.f. i $ Lot 328 / ' , I 19,699 s.f.1 989Lot 295 o56 s.f.I Lot 29fi I N Lot 297 1 C Lot 298 1 -1 Lot 299 1 lel 1 L ' - J Lot 336 1 1 8,940 s.f. \� / � J ` 1 I 18,750 91.1 818.750 s.f.1 $18.750 s.f.1 819.866 a.f.1 I I I - - - g 9,418 s.f. \� -7 odr / 1 Lot 133 / ' - - Lot 292 > / 2 \ \ - �I IL t 0' P._�J, 31 I I I i 1 - g I 1 Lot 369 1 g w I I ..,,,.--••'""•-' �,�q � • _� � � � w 1 lot 329 + a ti - ,396°'- J I t� Lot 335 9,369 s.f. 1 m 1/ - _ _ _ , 1 Lot � � } � � 10.356 s.f. 1 1 1 1 L - J Lot 370 1 � (L � 182 Lest 132 '_ I I S g t 1 d,� 1 9,100 s.f. 4 Tract L i' ,i53d - W r g N I 70.0, -70.O _ _70.00• _ _ �000 - -59.00• -� L -' l } 1 Lot s� . I Lot 2s 1 \ �a j (- -11 r � F- /* Lot o s f. I Iti L^ J 13,7a7 9.f. /> ` -' / 1 I III I I I! I I 1 I o W j ot 371 Lot 131 �� ' 1u I - _ _ / / ( Los 288 1 18 750 87 818 of s f.I 8 7t0 s f.1 g1 Lot 2841 1_ g 1 I 9`100 s.f. Lot 290 I I Lot 2ss 1 ss.o 8 s.f. I 9.099 a.f. fs I L _ J :/ \ �" / tract "s" J 4/ 1 Lit 331 10.869 al. 1 �9.7dfi B.T. 1 ti I J 3.L- - -I L- - -I L- - _j I - ♦'00 \ aa• 0.09 Ac. 9,850 s.f. � � - Lot 241 \ / \ o �� - J L i 7,.et' I lam 70.00• 70.00• e000• 1 g I Lot 372 1 g �' / ♦ Lot 246 u° �� EME ,? 094 I'IM - I I 9,100 s.f. ✓ `.... � \ /.�€ ♦ 10,943 s.f. / / � \� I- 1� 1 L -,3060- r \ % '�? / // Lot 332 4 1 Loll 0 a f.- �„ r ~'" •.-•'�� Lot 130 r '� Lot 24.2 ; `� '• // ` 9,765 s.f. / � I I � V I - J I I Lot 373 I 8 ,✓ � \ ° Lot 245 ♦ / Lot / � � � \ STORMWATER MANAGEMENT F - - - � L - ✓" ,✓ i 1 9,100 s.f. ✓ ✓ 129 /Lot 243 L.ot 24 } � � \ Tract "C" o Lot 282 1�- 1 1R-00'- L.ot 232 � `ti f ;, Lot 333 113,514 s.f. g 1 % 8,750 s.f. 18 I I F--- -' `cat � � � � "`� .,� % ,- 10,654 s.f. � 2.68 ACRES 1 ,- 12 �; \ �'`` , �- i �\ // _ L - , _ J_j g I I Lot 374Lot 1 s P.U.D. 127 I L 9,100 s.f. ` `_cat 233 \ \ _ _ _ _ �/ L.o 247 ` - _ Lot 10 ,- yLot ' I f\ w bb l0 / / 'A 6O 1 8,853 s.f.- /% Lot 274 / ?veo <,aa 7om I l 7°.00 tboa-iz�oo"eaoa l 1 $ 1 Lot 375 1 $ ` Lot 234 / -- _ _ �, �� ♦ / Lot 273 1 12,226 s.f. -� \ 1 1 L 9,100 s.f. Lot 199 ', / Lot 248 J 4 I/ t / ,3,726 9.f. 1 1 I- - -1 r-- - �I Ir - -t r- - -I r- - -, 1 f3roo - l t.- - I / f Lot 2.35 y ! r - �� �J Lot 275 Lat 231 _,.-� `• / $mss, �je eja; 11.446 &L �J Lot 276 9 Lot 277 I . Lot 278 Lot 279 U Lot 280 1�- / Lot 236 Lot 23 i Lot 261 \ \ J b ° j I J 81 1 Lot 376 I 8 ; }, Lot 249 \ \ I 8.820 s.f.I $I 8.750 s.f.Il 8.75d1af.I 980.750 al.l $1 9,869 a.R 1 1 9,099 s.f. Lot 2Ci0 ! E t / > I I I I I EASWNT 1 1 I I I L J Lot 230 \ _ _ �' � �;� r / 14Lot 821 s?f. �r a<e, - Wim. - - 10.00 10.00 - - 10.00 - aszz � I-' - - - -�.. --oi' . ' �'� +� \ 1 1 �/� s I 1 Lot 377 I g Lot 201 t --_ - - - - - 9,099 a.f. R E V 1 0 yJ,•.r'"' - Lot .. Lat 239 « J •`� \ •� 4 42 °S•�- - 70.00- - -70Aoy 70.00• 70.00• - 70.00• 54aa` Jg 229 sf �t _ -.. r_ j �� r---, r=_+-� F_- -1 (� _ -_ I I (- ! r,,E L 0 P E D t i 4-. -�' `� -1 f I I- i S I I Lot 378 1 s << Lit 2012 ✓/ \ l 1 1 1' 1 1 1 I 1 I I Lot 2681 1 Lot 2671 1 Lot 26611 11 Lot 2651 1 Lot 2641 1 Lot 263J I 9,099 s.f. /, Lot 1 �1 Lot 251 Lot 271 Lot 270 R Lot 269 8,750 9. 1: 8,750 s.f 8,750 s.f 1 , 8,750 s.f 8,750 9. 9,864 83 `-- _._._ 1 l 1 i 1 I l I s1l 11 I i 3II i I I L_ Wim- -� Lot ? 4O 11.578 s.f. 1 r 8,879 a.f.1 8 8,751 S.T. I i I I I I II 10' P.U.0p. 1 1 �l I I� I EASEMENT I�' :l ( F - - - - I I l- _ J L_ _ -J L _ _l L - h4' P.U.D.-1 I_ _ J l- _ -I L- - -I Lot // _ ..._. ................ I L EASEMENT 1 5 �1 I Lot 379 1 8 t Lot 203 i 227 // i ._- I I L I R 85.23' 70.ar - oo`- - - --"..ew- - -pace` - _ eee,• -1 I 9.100 s.f. �r �I I \ 1 L...o t 2112 71M' 70.00' �r -ad08- - -70.00• -X0.00'- - - 70 - - _94.17•_ 1 - y l L - { Via•- J % ' ji Lot _ _ _ _ __ --- I 226 "'rot 2547 I Lot 255 Irot 256 Fot 257 rot 258 I Lot 25� r r r 1 Lot Lot `cat Lo ! I Lot Lot ! I 18,776 s.f.1 8,750 a.f. 11 18.750 9.f.1 ,18.750 s.f.1 ,18,750 s.f.1 +18,750 s.f.1 18,750 91.1 876tLot 2 9.f. 61 Lot 262 Lot 380 V Lot 204 f' 7 X25 224• 22.3 222 1 ( 22.1 220 � 1 � 1 1 [ 1 1 . (n to � -1 I � id,683 s.f� I a / 9,431 a.f. 1 `\ \ 1 1 1 1 Lot 253 I I s� 11 10' P.U.b. I sl I sl I sl I gl I of / /g, - -rs,�• - J EASEMENT I I I I I I I I I I I / /,q ----- %\ _ �� r - - - - - - '� ,` '<°.`, ._._..,�, -•"`^„Y ,� ""^-,..,�T"`...,•..�---_.. _._.^........ ..d..-. �__� [............. ....�-Lot .381 mm• 7oa0•� Lw.ao- Tom• 70.00; 70.00' 3e.7a' 33.zs• 68 8f I $ I ,� L k \,- ✓'".'_•" ^,... "..•-----.........,..._.._. ._._ _- - - 45.31• �. ot 205 _.__..._ ._ . .,�_.... �_._. . . -� _ _ ___ .""• 1 .`- ---,• _,�• __ _ .,:.,. '.� _ _ ee• �9 Acis _ _ ,u.u'a ,gym' 83.03' B.Y '----• --^ •--•� -- -- �-- - --^ -- - -- -- - -. ---- _... - 70.00' _ 70.00' _ 70.00' 70.00' 70A0• 70.00• 70.Ou _ F- 7 I- 7 I- 7 F- -1 I- -I I- -1 I- I- -I F- -I I- ' Lot i / , J 1 Lot 217 1 I Lot 218 1 1 Lot 382 1 1 Lot 3831 1 Lot 384 1 1 Lot 385 1 1 Lot 386 1 1 Lot 387 1 'Lot 388 1 I Lot 389 1 1 Lot 390 I Lot 1 206 1 1 1 t 112,250 9.f1 112,250 9.f1 If 2,252 s.f.1 112,250 9.11. 12,250 s.f.1 12.250 9.f.1 12,250 s.f.1 112,250 s.f.1 12,250 9.f.1 12,250 a.f.l 12,098 e.f.1 1 099 9s.f. I \ \ / Lob 207 I Lot i Lot ; Lat Lot Lao Lot Lot Lot Lot � - i 208 f 209 210 211 212 213 214 2.13 216 � I�1 Isi Isi Igi I�1 Isi Isi 1�1 Igi Igi 1�i I�,�.`=_ ._._. - ..._. _ - ._... - - ____ _. __. __....,....__-..._.._ ..._. _.. __......_ _. _._. __ ^ - .- ...._ ._._ ._.._-...._._ _.--J I I I LI - �1�_--L I I I I _L _ �_ I I - _ ops aPa. - - - ' 70.00' 7e.00• m.m' m.eo' mar m -ow men m -a0• mew mao• mow mow „p�,•r SEBASTIAN HIGHLANDS __ ____ PHASE_ PLAT BOOK 5, PAGE 14 M A Key Map 8ITE DATA TOTAL SITE SITE AREA = 1,925,773 91. = 44.20 Ac. PHASE III A = 60 PHASE 111 B = 81 NUMBER OF LOTS = 141 DENSITY = 141 DU / 44.20 AC = 3.19 DU/ACRE REQUIRED OPEN SPACE 962887 e.f. 22.10 Ac. PROPOSED OPEN SPACE LOT AREAS O 4OX (max) = 554,415 ef. 12.73 Ac. LAKE AREAS O 30X (max) = 284,959 a.f. 6.54 Ac. (TO WATERS EDGE) PRIVATELY OWNED IMPERV. AREA = 178,55 e.f. = 4.1 Ac. O t OX (max) TRACTS 'P' 'Q' 'R' do 'S' = 29,960 e.f. = 0.69 Ac. TOTAL PROVIDED = 1,047,885 e.f. = 24.06 Ac. PHASE 111-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 BE I MCKS 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 WAIVERS RE<Xn=o i =Lj • 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' ZONING RS -10 LAID USE L -D SURVEYOR DAVID M. JONES 2345 14th AVENUE VERO BEACH, FL 32960 (561) 567-9875 WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 VERO BEACH, FL 32960 (772) 770-4707 AGENT ONSITE MANAGEMENT GROUP 1999 POINTE WEST DRIVE VERO BEACH, FL 32965 (561) 794-9916 SOL TYPES THE SOIL TYPES AS DETERMINED BY THE SOIL SURVEY OF INDIAN RIVER COUNTY, FLORIDA FOR THE YEAR 1984 ARE:- RIVIERA RE:RMERA FINE SAND WINDER FINE SAND BOCA FINE SAND ROOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'AE', 'X' PER F.I.R.M. PANEL No.120610076E, DATED MAY 4, 1989. FLOOD HAZARD WARNING 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. CITY OF SEBASTIAN PLANNED DEVELOPMENT CITY OF SEBAASTIAN CONCURRENCY PERMIT INDIAN RIVER COUNTY UTILITIES SA.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 8EVNER SOURCE 8" SANITARY SEWER PER INDIAN RIVER COUNTY UTILITIES STATEMENT 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 v1VE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION 9F -PRIOR COMMITMENT VOIDS THE PREUMfNARY APPROVAL START CONSTRUCTION: SEPTEMBER, 2004 END CONSTRUCTION: MAY, 2006 TRACTS TRACT P,Q,R do S RECREATION AREA TRACTS C do D= RETENTION AREA NOTE CONSTRUCTION OF WETLAND AREAS SYAI_L BE ACCESSED ONLY AT EASEMENT LOCATION INDICATED. REMAINING EXISTING UPLAND BUFFER SIS, NOT BE DISTURBED DURING CONSTRUCTION PROCM ,40 SCALE SHEET NO. NOV 2 4 2004 "-, oo, 4 RI ��. M CHIORI, P.E. DATE: JOB N0. Florida F . REG. NO: 48947 WN.01201.001 of 20 ■ 48 HOURS BEFORE DIGGING DESIGNED SRM DATE 03-01-04 WCMeef Scha, Inc.Preliminary Profeeelonal F Plat -/ CALL ,T/OLL FREE DRAWN DPK DATE 04-05-04 = neem 170519th Place, Suife G-3 Construction Plans 1 -80� 432-41-70 CHECKED ESM/RJM DATE 00-00-00 Vero Beach, Florida 32960 SUNSHINE STATE ONE CALL APPROVED RJM DATE 00-00-00 NEEI�SCHAFF=ER %%2-%%0-4707 Collier Club Subdivision Phase III OF FLOR/DA, INC. or NO. BY REVISIONS DATE FILE NAME CLPH3-04-07.DWG (fax) 772-1-70-4640 CA 00009582 Indian River County Key Map 8ITE DATA TOTAL SITE SITE AREA = 1,925,773 91. = 44.20 Ac. PHASE III A = 60 PHASE 111 B = 81 NUMBER OF LOTS = 141 DENSITY = 141 DU / 44.20 AC = 3.19 DU/ACRE REQUIRED OPEN SPACE 962887 e.f. 22.10 Ac. PROPOSED OPEN SPACE LOT AREAS O 4OX (max) = 554,415 ef. 12.73 Ac. LAKE AREAS O 30X (max) = 284,959 a.f. 6.54 Ac. (TO WATERS EDGE) PRIVATELY OWNED IMPERV. AREA = 178,55 e.f. = 4.1 Ac. O t OX (max) TRACTS 'P' 'Q' 'R' do 'S' = 29,960 e.f. = 0.69 Ac. TOTAL PROVIDED = 1,047,885 e.f. = 24.06 Ac. PHASE 111-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 BE I MCKS 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 WAIVERS RE<Xn=o i =Lj • 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' ZONING RS -10 LAID USE L -D SURVEYOR DAVID M. JONES 2345 14th AVENUE VERO BEACH, FL 32960 (561) 567-9875 WCG/Neel-Schaffer, Inc. 1705 19th Place, Suite G-3 VERO BEACH, FL 32960 (772) 770-4707 AGENT ONSITE MANAGEMENT GROUP 1999 POINTE WEST DRIVE VERO BEACH, FL 32965 (561) 794-9916 SOL TYPES THE SOIL TYPES AS DETERMINED BY THE SOIL SURVEY OF INDIAN RIVER COUNTY, FLORIDA FOR THE YEAR 1984 ARE:- RIVIERA RE:RMERA FINE SAND WINDER FINE SAND BOCA FINE SAND ROOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'AE', 'X' PER F.I.R.M. PANEL No.120610076E, DATED MAY 4, 1989. FLOOD HAZARD WARNING 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. CITY OF SEBASTIAN PLANNED DEVELOPMENT CITY OF SEBAASTIAN CONCURRENCY PERMIT INDIAN RIVER COUNTY UTILITIES SA.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 8EVNER SOURCE 8" SANITARY SEWER PER INDIAN RIVER COUNTY UTILITIES STATEMENT 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 v1VE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION 9F -PRIOR COMMITMENT VOIDS THE PREUMfNARY APPROVAL START CONSTRUCTION: SEPTEMBER, 2004 END CONSTRUCTION: MAY, 2006 TRACTS TRACT P,Q,R do S RECREATION AREA TRACTS C do D= RETENTION AREA NOTE CONSTRUCTION OF WETLAND AREAS SYAI_L BE ACCESSED ONLY AT EASEMENT LOCATION INDICATED. REMAINING EXISTING UPLAND BUFFER SIS, NOT BE DISTURBED DURING CONSTRUCTION PROCM ,40 SCALE SHEET NO. NOV 2 4 2004 "-, oo, 4 RI ��. M CHIORI, P.E. DATE: JOB N0. Florida F . REG. NO: 48947 WN.01201.001 of 20 ■ tC m U N ami z 0 a m M (a C7 0 0 N O 0 0 W W _ 3 0 0 Cl) a U 3 v LU CIO a m J U w J J 0 0 n. v c m J .n SEBASTIAN GOLF COURSE Lot Lot 147 Lot. Lo` Lot Lot Lot Lot t_at 148 155 154 153 152 151 150 149 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-A432-41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. FA NO. BY 1 Lot 146 1. REVISIONS Lot Lot Lot Lot Lot Lot 348 349 350 351 352 353 354 ot 355 Lot 356 Lot 357 �S S PROPOSLD 8" 1�_.1 7 UCTILE IRON Lot � 9 sr- � ^ WATER ' IN 358 Tract "R � - "- -F - -�_ •r- — i- _� — �- � — — — � J3 1 PROPOSE( 8 JL �\ ' Lot PROPOSED 8" I I SANITARY SE.NER 359 Lot PVC WATEF MAIN 347 317 Lot Lot I I Lot Lot I i II Lot 316 315 314 PROPOSED 8" Lot / 318 PROPOSED 8" I I 1 I I I PVC WATER MAIN -DUCTILE IRON 1 / Lot 346 WATER MAIN . 360 SAN�ARO1 P.U.D. P�OPEoSEMENT SEWER 139 I I I PROPOSED 8" II 1 Lot SANITARY SEWER 1 I ( I I I I Lot 345 / / Lot 309 ot 310 I I Lot LotLot I } 1 I 361 320 I I 311 312 1D 344 / I I I I I 1 PVC WATOERICMAIN ) I 1 I Lot / Lot Lot \J L - _ _ I I 362 / 321 308 Lot \ $ \ 343 5 / / \ \ ' 17\ 3Lot 63 / \ /322 \ Lot , PROPOSEr 8" J I1 i\1_j' PROPOSED 8" C WATER MAIN \ 307 I 1 SANITARY SEWER �o---�- Lot Lot Lot I �1 • Lot I 342 4 /Lot , FP.0 305 1 1 304 303 _ - - - - • \ PROP D 8"� / / 323 306 I I I I LotLot \ PVC WATER N 364 3ot 41 / Lot1 ( I I 324 EASEPMENI I1 I / \ Lot / / / Lot I / I I 365 1 I 340 / 302 Lot 137 \ 1 / / / / /Lot �NTAPOSED 8 325 I Lot 339 PROPOSED 8"Lot / SANITARY SEWER STORMWATER MANAGEMENT 301 1 1 1 366 \ 1 / Tract "D" I II Lot 136 / Lot 1 326 _ 1 338 3 /Lot 1771 10 EASEMENT I + I 367 Lot 135 I I ' I Lot 300 1 1 1I 327 � T— - 1` — 337 I I 1 11 1 I I 368 Lot 134 \ Lot1 1 Lot I I \ 1 1 328 294 296 Lot 1 295 297 298 I 1 1 Lot 299 Lot \ \ 293 ^ ` PROPOSED 4" 1 - 1 I Lot I \ 336 \ / \ I I 10' P.0 -.D. PVC W -TER MAIN 1 369 rWr� Lot 133 \ / / r ` Lot 292 �4 4 - - I EASEME`dT� 329 335 1 1 Lot I, S - - I 1 11 370 ELI tst \ Lot 132 ' 1 I �� 29, 1 18- 82 l \: t HYDI°Lot- Tics t 'N' l_ { 330 S PROPOSED 8"- I`� / SEVER l I lot I �� SED 8" Lot 1 1 Lo 19 Lot SANffAR t L t I 1 W I 1 1 287 286 285 264 1 I Lot �n ROPO a+' ) \ \ 733 � �-yl 1 Lot $A ormy SEWER 288 371 Lot 131 ♦ PROPOSED 8" 290 I I 1 1 1 PVC WATPR ER MAIN ! Lot R MAIN ' 331 289 I I) i 1 Jim ✓ .-� s ✓" / .k wPROPCSED 8" I I 10' P.U.O. r�i ♦ Tract "S" EAS EMEIJT 1 _i� \ ♦✓� SANITARY SEWER I �I I Lot / _ \ Lot 241 \ j ' \ ! 1'I 1 I 372 EMF Lo \�41 POINT-& (CONNECTION, 3 $ / / Lot ` \ 283 1 �✓ ' STA, 10+85.41 1 / 332 �\ / PROPOSED 8--/f 1 Lot Lot € 30 OFF'tET 17' L 0- 373 \ Lot 24 2 _ ✓'� ` ! 1 W -MOVE PLUG.\TIE INTO 24. ♦ / / / 1 I EXISTING 8: G M STORMW Tract MANAGEMENT Lot o- � POINT OF NNECTION Tract "C" 282 I I fj ST II 1 \ � �• / Lot 243 Lot 244 / S 0.00' R I I I...ot 232 ` % / / RE E EXIST. PLU \\ / / \ 3 ot TIE INTO EXIST. _ _ _ _ 1 S IPE STUB OUT 74 10' P.U.D EASEMENT Lot 233\ \ � =� _.' Lot 247 Lot 281 375 Lot Lot I._If `� Lo24.8ot 234 274 I I I r 1 \ Lot 1 I I 1 Lot Lot % J Lot 235 \`� ` / i 273 / \ 275 276 277 1 1 278 279 280 I I 1 376 l j Lot 236 Lot 238 � � � ✓ l / / I ' }-10' P.U.D. I I I I Leat 237\ i ( Lot 24EASEMENT � 24-0 21 \ Lot 1 272 1 �. \ --- --- -z- - --t--- --"�s- I Lot / - —ti 1 - __ .. A" =..... - -- - �tr�✓ i . s� --�-� - I_- _ 1 1 I 13 377 -- / 1� t } L.ot 250 • J _ 1. - AIN �} R E V ILot 239 � � � �.�. � \ — — .� .— \— — — — � is i --"! ~ Lot PROPOSED 8"� OPOSED 4" PROPOSED 8"� I I 1 1 I I SANITARY . FWER I P OSED 8" V E L 0 P E Dt t -- 271 SANITARY SE1A =R PVC WATER MAIN }� il� 1 Lot Lot Lot Lot Lot I I Lot Lot Lot I I PBYVAIER MAIN Lot 251 270 269 268 267 266 265 264 263 1 i ly3 1. 1 1- EASEMENT 1 Lot 24.0 Lot , 11 _ 10' P.U.D. EASEMENT ' — — — — I _ I I 1 379 ---- l �' `- __..._ __T I f I i I Lit 22 - Ir-- -- ----------------- I 1/ Lot l L t / 228 Lot I 1 I€ 11! Lot I I Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot ! Lot 1 Lot Lot 225 I 1 ( !' I I 254 255 256 257 258 259 260 261 262 \f 224 X23 2 �2. 2.21. 220 21 Lot 253 1 I 10' P.U.D. PI'OPOSED 8" 0 EASEMENT SANrARY SEWERjj Ar__ in / , '� �'` ~- --- -- - - - --- -- - ct POINT OF CONNECTION STA 8 • +32.64 15 16 R PROPO'ED 8" OFFSE' 17' R PROPOSED 8" \-PROPOSED 8" S SANITARY SEWER REMOV_ PLUG. TIE INTO PVC WATER MAIN PVC WATOR MAIN 14 \ I Lot EXISTII• G 8" GV/WM Lot \ s Lot Lot Lot of Lot Lot Lot Lot Lot Lot Lot L Lot � Lot Lot Lot Lot 385 Lot \ 2C)€i 209 Lot Lot c 217 218 382 383 384 386 387 388 389 390 391 PROPC�SED 8" \ 21 U 21 1 21 2 21 3 214 215 218 SANITARY SEWER Trac ___..._. _., _--------- --------------------------------- - - - ._._ _......._,_ t "P " _ SEBASTIAN HIGHLANDS HA `� PHASE ------ PLAT BOOK 5, PAGE 14 — 11 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 DATE FILE NAME CLPH3-04-07.DWG WCG(Neel-Schaffer, IncMaster Utility Plan, Professional Engineers T70519thPlace, SuiteG-3 Construction Plans Vero Beach, Florida 32960 772-770-4707 Collier Club Subdivision Phase III (fax) 772-770-4640 CA 00009582 Indian River County Florida FL. IIIIIIIl Key Map NOV 2 4 2004 SCALE SHEEP NO. 1 "=100' JOB NO. 5 . MEL HIORI, P.E. DATE: EG. NO: 48947 WN.01201.001 of 20 SEBASTIAN GOLF COURSE t 4• ...__ . ....... ff ............. 1 Lot Lot Lot Lot Lot Lot 1 348 349 350 351 352 353 354 Lot Lot Lest 146 35$ 356 Lot -A 1 357 _ _ LOw POINT /------------ ELEV. 19.08 ��'�� 358 1 HIGH POI - ELEV. 19.97 - Lot 1 Tract "R / ------/ --- ---�� . i I Lot 359 I_ot. 144 LotJ 5 I 347 / Lo{ 317 316 Lot I I Lot Lot I Lot / %I 318 1IT P.U1D.— I 314 313 I I Lot Lot 143 346 MEMENT 1 1 I I I 360 Lot I j I I Lot 30" R.C.P. I 'I I Lot Lot 142 345 / Lot / Lot 309 310 I I Lot Lot ' I I 361 Lot 344 W POINT-/ / / 320 INTERMEDIATEHIGI I 311 3129. ' I 1 ELEV. 19.10 I I I Lot 1�{1 `• LOW FJINT I Lot a % Lot Lot - ELEV_ 19_05 / I 362 321 308 � f 24' R.C.P. I I / Lot 18" R.C. \ K[ - • , Lot 140 \` / \ / HIGH POINT 343 /Lot� \ \ ELEV. 19!83 30" R.C.P-", �� "�, � ELEV. 2 Lot \ / / 322 \ Lot I 363 J \ / 307 7 \ Lot / \ Lot I I Lot Lot t Lot. 139 \ 342 / / Lot 0' P.U. 305 I 304 303 I I 323 EASEMEN 306 3d R.C.P.( I I 3Lot 64 Lot j' I 176 Lot 136 \ / / ! 341 / /Lot 10' P.U.D. I ( I l I 324 EASEMENT I I I E I Lot / ( i 302 365 Lot 1 77 I._ot 1 37 I / Lot Lot l 325 1 339 / STORMWATER MANAGEMENT LotI I Lot I / / Tract "D" 10' P.U.D. I -18 R.C.P. List 178 Lot 136 \ / Lot i EASEMENT i s I 326 4--� - - 7, ' ✓ Lot HIGH POINT J ELEV. 20.15 'F- 338 2- 24" R.C.PT - - � 61. POINT 367Lot 179 Lot 135 I iLot 300 LotI - 19.55 327 I OR I 1 337 I I I — I i I I Lot Lot 180 368 Lot 134 I I Lot I I I \ I 1 328 Lot 294 295 2Lot96 297 29Lot 6 Lot I I 293 10' P.U.0 299. . - • Lot \ - - - 36" R.C.P. EASEMEN • I I Lot Lot 181 \ / ' 336 \ \ I I LOW POINT I ,� I 369 W 1 Lot 133 / Lot 39 / COImm �� � \ •� _/' \ \ 329 292 / �--- �ELEV 19.28 - � ---- � I V,� W Lat 1 j — — — — IHEILGEV. POINT l 335 11. I I .i. I Lot � � � I Lot , j � 1� � 370 C I 182 Leat 132 t I I Lot 291 1t �^ I: --__------_- -�- I_at �� , Tract IN' I I 330 HIGH POINT, 36" R.C.PJ I I l�I i vJ ELEV. 20.29 \ i I I 83 t 3Lo�t i � _ Lot Lot L fes„ \ T/ LOW 4POINT I I Lot 288 I ( 287 286 285 284 I I I Lot W Lot Lot Lot 131 ��� I ELEV. 19 8 290 I I I I 371 ��'a 1 Q 184 � Q f I Lot INTERMEDIATE Lot 10' P.U.[ •. ` 331 HIGH POINT i / ✓ r \ a ,, « 20 ELEV. 19.55 289 " EASEMEN f I I I t a 1 i35 f✓ �� \ `� • Tract "S" / 1 24" R.C.P. 36 R.C.P. I I I I 1 f., �A z Lot 241 /. \ I Lot r ; •� _ � � I I 372 ! ✓ ✓_... t l �� f / ♦♦ Lot 8" R.C.P. KA 246 Lot Lot I 332 283 I r .� Lot 130 Lot 24.2 v ` I , \ / ♦ � I Lot .45 ♦ / / I 373 t._tat , Lot 2 `\ \,f STORMWATER MANAGEMENT Lot rILOW POINT r" ✓ `1� 129 \l Lot 24.3 Lot 244 Tract "C" 282 I IE�_E1/_ 19.35 ! 333 rEASEMENT = I 18' R.C.P. i l [_. 232 ` O %l T\ r j Lot 1 10, PUD Lot ot \ (� HIGH POINT / � - 31 /' Lot 12E3 � � o, .ELEV. 19.81 Z '' � ,, - -_ _ _ I I 374 Loth f / 127 "t •" t / - 1 1 Lot 233 � �. __.. � ✓W~. ,./ . 24" R.C.P. ._ _ Lot 24.7 I at �y � k 1 Q Lot I � �,�,r�� M 281 I I ,�`"",•,.wM- - ,Ati,.-"...._.— �—`"'" "" , I I I Lot +� I_ot 234 %_ - _ . _ ~` Lot 1 I 375 Lot 24.8 274 I ( I I a � Lot 235 l r'Y 273 - Lot Lot Lot I I Lot } , Leat 231 i � - Lot / / _ \ 275 276 277 278 279 280 I � I Lot / Lot 236 Lot 2;3"7 Lot 238 � � � � � � 10' P.U.D. I I I 376 1 L 2419 4 \ 36" R.C.P. I � EASEMENT { � HIGH POINT ` '�` ` 1� 4" R.C. ELEV. 2�t64 `--------38 -' L----------�� I IHIGH POINT s ELEV. 20.01 Lot 230" `~ - _- - -c / 1i ' 272 I I —LOW POINT_ y/ I 377 e \\ \ -- -- �[ t1 -EV. 19.8Lot 250 R E V 10Lot x i _ _ _ 229 } Lot 2391 ._ Lot \___- - ------ 36" R.C.P.-------- � f / � ' ?; t s!� � _.--•••.-'""�-- 271 HIGH POINT � 3 � I lV E L 0 P E D ;} ELEV. 19.87 I 1 Lot [-.at t t Lot 251 � 270 Lot Lot Lot Lot I I Lot Lot Lot I I I 378 ` 269 2gg 267 266 265 264 263 \ / 1 t _ t 10' P.U.D. 228 l m ....... ;- Lcst 240 i 11tt 10' P.U.D.O" R.C.P. I / _I EASEMENT I Lot % I EASEMENT 24" R.C.P.- Lot I 379 — — —� — I 227 �/ -- Lot 252 � r -- -- — ---- ------ - � I \ Lot I I '' I 41 I 226 I 30" R.C.P.:- 24' R.C.P. 11 tot I I I li I 1 30' R.C.P. Lot t Lot Lot Leat Lot Lot List I II Lot Lot Lot Lot Lot Lot 380 0 I l 225 224 2.23 222 I I 221 220 219 I 1 254 255 I 1 256 257 258 259 260 261 262 Lot 253 1 I / I I 1 I I 8' R.C.P. _- ` ...._...._. _.._ - - -_- - _ _.._ .. ..... ----- ------------------ --- -- 381 .-- at 205 kac 1 � f 18" R.C.P �-/ 18" R.C.P. North (N FW) 1 Inch = 100 ft. Key Map ' E[ IGH POINT-, EV. 19.76 35 HIGF POINT \ ELEV 19.76 L.ot i \ 206 Lot 207 Lot Lot 206 209 I._ et Lot 210 211 Lot 212 Lot Lot Lot Lot Lot Lot Let Lot 217 218 382 383 ,213 214 215 21f Lot Lot Lot 384 385 386 Lot Lot 387 388 389 390 391 \ . \ Tract "P" _ t - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- j HIGH POINT El". 19.76 l ! f I SEBASTIAN HIGHLANDS PHASE PHASE_ PLAT BOOK 5, PAGE 14 11 B M A DESIGNED SRM DATE 03-01-04 WCGINeel-Schaffer, Inc Master Drainage Plan g SCALE SHEET NO. 48 HOURS BEFORE DIGGING DRAWN DPK � � � DATE 04-05-04 { ngi Professional E nears NOV '2 4 2004 CALL TOLL FREE� 170519th Place, Suite G-3 Construction Plans 1"=100' 6 1-800-432-41-70 I CHECKED ESM/RJM DATE 00-00-00 Vero Beach, Rlorida 32960 772-770 4707 Collier Club Subdivision Phase 1B RICK ELIORI P.E. DATE: JOB N0. SUNSHINE STATE ONE CALL OF FLORIDA, INC. APPROVED RJM DATE 00-00-00 NEEL�SCH/4FFER (fax) 772-770 4sao Indian River Count y Florida FL. G. NOS 48947 WN.01201.001 of 20 NO. BY REVISIONS DATE FILE NAME CLPH3-04-07.DWG CA 00009582 SEBASTIAN GOLF COURSE Lot Lot Lot Lot Lot 155 154 153 152 151 150 Lot GENERAL NOTES Lot 147 ALL PARKING SPACES WITH THE EXCEPTION OF HANDICAPPED PARKING SPACES Lot Lot Lot Lot Lot Lot Lot 148 348 349 Lot Lot 14.9 Lot 146 SHALL BE MARKED IN WHITE. RETRO -REFLECTIVE TRAFFIC PAINT AND BE IN 350 351 352 r53 �3354 Lot ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION. (FDOT) 355 356 Lot STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION.1906 qEr'n0m 357 iy 710. P LOW POINT 4 4 4 a._. _......... ....... . ELEV. 19 LO North ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN 15.72 1 179-.731 4 - -111-935T "01A I... -�- .112.101 408 . . .... . ............ ........................ GFIAPI-M SCALE Lot 145 ACCORDANCE WITH THE FDOT STANDARD INDEX 17346. A DETAIL OF THIS �_d % STANDARD SHALL BE NOTED ON THE SITE PLAN ract *R Lit ID sti Ir ALL COMPACT SPACES SHALL BE MARKED *COMPACT" ON THE STALL OR TIRE STOP - - ---- - - - - - - - - - - 1� 119.041 119.411 1 T 4- Lot ALL PROPOSED FINISHED FLOOR ELEVATIONS, EXTERIOR ELECTRICAL, HEATING, 10' P.U.D. 359 I ot 144 VENTILATION, PLUMBING AND AIR CONDITIONING EQUIPMENT SHALL BE INSTALLED A Lot rHIGH POINT EA1_--*MENT 347 ELEV. 19.97 t t t Lot Lot Lot Lot Lot Lot Lot MINIMUM OF 0.5 FEET ABOVE BASE FLOOD ELEVATION. Itz I T TLot Lot I tLot JR Lot 1 inch 100 ft. 165 166 167 168 69 170 171 SO, 11 316 315 .313 STREET NAME SIGNS SHALL BEs IN HEIGHT WITH 6* LETTERS AND MOUNTED TO Lot--� Lot 1.13 THE TOP OF THE STOP SIGN POSTS; OR 12" IN HEIGHT WITH 8' LETTERS FOR 346 Lot 360 SPEED ZONES GREATER THAN 40 MPH 1 4- t F, EMD [111-M-1 F21 __Mj Lot rem y319 PAVEMENT/ROW NOTES Lot 172 Lot Tract 'L UNLESS NOTED OTHERWISE, ALL PAVEMENT RADAR ARE 35' 1 1 k 14- Lot Lot 142 UNLESS NOTED OTHERWISE, ALL ROW WIDTHS ARE 50' 345 Lot Lot 361 Key Map Log< 309 N .3 15.00 20.00, 20.00' qt,320 NTERMEDIATE U" I U I JUR311 312 FRI Lot Lot UNLESS NOTED OTHERWISE, ALL PAVEMENT WIDTHS ARE 20' Lot . .1.5 t- - I MAINTENANCE 344 HIGH POINT LOW P011441� 1 1 X. Lot 173 LOW POINT ELEV. 19.10 1 EASEMENT Lot E 19.03 1935 Lot 5.00' 4 193 of *INDICATES PROPOSED 24- WHITE STOP BAR W/ STOP SIGN, STREET NAME SIGN 362 4- W STRIPM AND LjoffnNQ NIOTES Lot 141 0 Lot .308 CL AND CROSSWALK PER I.R.C. SPECS. INDICATES PROPOSED STREET LIGHT LOCATION T__ 2 ,953 0 Ld TO BE INSTALLED BY FLORIDA POWER & LIGHT,. STANDARD 14 FOOT POLE AND IT2101 "A [5�1 frz LAKE SURFACE Lot Lot 17 COACH LIGHT, 0 Lot H ty n I 197 4 1 %7:7 IGH POI? 19.50 t ot 140 343 HIGH POINT ELEV. 2 1.04t3 ELEV. 19.83 .1 AN - 19.00 Lot 1* 363 322 _17T"i 1 16.00 T Lot 4r, Lot 175 Lot Lot 8 CONTROL ELEVATION Lot 139 342 304 f Lot Lot Lot 113 Lair-• T --- '3U'3 1 1 - - - - - -• 323Oy 78,s Lot Lot 14.00 Ekib 306 rm It 1 364 4- 4 LotLot Lot 195 76 0. P.U.D Lot x. Lot 138 Lotv-�-' F".., 114 x \ 324 if- F21.451 14- "A 340 LO Lot 365 t Lot 177 I.-ot 137 Lot I P E Lot % f 21M Fig 339 STORMWATER MANAGEMENT Lot Lot 4- % Tract 'D' 301 366 BOTTOM OF LAKE Lot 178 Lot 136 11 . N, qr_` 3 ELEV. 4.00 Lot 193 Lot 4- 116 Lot HIGH POI 326 _F::VF�z LOW POINIC- TYPICAL LAKE SECTION A 3 ELEV. 20.1 19.55 4- N.T.S. Lot 4 - Lot Lot 367 NOTES: 192 . \ % I \ -1 \ Lot 179 Lot 135 .3 1 J Lot 117_'\l```300 F _9_.6 41 .... '... -\ \. .. 1. 1 ``gee N\ \ Lot -LIMITS OF EARTHWORK CONSTRUCTION SHALL FOLLOW PHASE LINES <-- FYI- % Lot 19.17 -SEE GENERAL NOTES FOR EROSION CONTROL MEASURES V-1, Lot 181( T t F. Lot DENOTES PROPOSED ELEVATION (TYP.) Lot 337 T 0 % Lol- 134 4-- eIsis.-, -4b Lot 21 118 119-.85 1 DENOTES PROPOSED DIRECTION OF DRAINAGE (TYP.) 328 1 Lot Lot Lot �j Laf� 4 294 2 Lot &1 296 295 298 297 Lot Lot Q- Lot 4 19.49 29� 299 I __j, __I 4 Lot 4 Lot 190 Lot 181 336 W I- 1\ Lot 41 10' P.L. 369 4- 119 Lot 1,33 0 Lot EASEME IT W % 292 F2_0 076 (n 0 co 329 MEDIATE T19.472 7 M ROW ROAD ROW it tHIGH POINT y "0" 4- 19.T _iHIGH POINT < _j Lot -10 \ i� I V.00 I Lot Lot Fig -50 ELEV. 20.22 1 335 119.54 - F21-3-91 Lot FFE MIN. EL IS 18" Lot t 20 921 370 0- 1 < ABOVE CENTERLINE OF ROAD 182 1 < rl C 330 W POINT 1 120 ✓"-,:, :��' - -P! ( t \ 4 - Lot 132 - of j 19,421 19.831 JL9 84 Tract 19.31 r- ---)P -:::h "_ - - 1 122-0-031 ise 'I- I " 4- F2._.W_1 -)' I I - HIGH POINT EM. 19.28 1 - I I I ------ 183 Lot ELEV. 20.29 Lot I I �� TOP OF BERM MIN. I Lot \ I ) i � 1--- 4- T T Lot Lot Lot T �g I ABOVE CENTERLINE OF 121 Lot . 334 1 t 288 1 1 287 286 285 1 4-- Lot WI Lot Lot INT ROAD� 131 19 LOW POINT 371 4- 184 LEV. 19.08 1 [i6_.�77 I of 290T T Lot %, \\ k ' 3310"Lot 4- SECTION B Lot Lot289 187 14, 10' P.U.12,' R� $ASEME0k,,, k\ \ I - 11 .000<� 0 x Lot 241 HMN- 14- Lot NOTE: dD 4- Diu -01 1 372 Lot _T -ALL FINISH FLOOR ELEVATIONS TO BEA MINIMUM OF 18" ABOVE THE CROWN OF ROAD Lot 186 i I umii L 246 Lot Lot -)-1 4- 332 283 t5 % ✓ Lot 13 P.U.D. x \ Let Z_Tz Lot Lot Lot 245 EASEMENT STORMWATER MANAGEMENT 4- Lot 373 29 1 1 IT, F. Tol FP_ Lot Lot 24 3 Lot 244 �33 Tract "C" 282 124 Lot 2,32 1-11 "1 � at 4- -+1 1 L t HIGH POINT _ILOW POINT* - 0 11 1 �/ E HOUSE PAD 128 ELEV. 19.81 4r. 19.35 - - - - - - - I Lot Lot 1 374 %1-- CONSERVATION EASEMENT Lot 127 Lot 233 Lot 247 COLLIER CREEK 125 . " 11 %, Lot Lot 281 CONSERVATION 1 M 126 Lot EASEMENT - ------------------------- R DWAY .375 Lot F1 .. 1 F11 III k. 171 fl... + Lot 199 op Lot 248 Lot 274 101 P.U.D ,+ NOTE: F19.581 Lot 235 2/9 Lot Lot MATCH EXISTING 41. Lot Lot Lot Lot GRADE EXISTING GRADE ALL DRAINAGE TO Lot 2,31 z/0 276 277 278 279 280 Lot Lot 2,36 Lot 238 mk 376 GO TOWARD ROADWAY Lot 237✓ Lot 249 rERMED Lot 200 1 4 -PROPOSED LOT GRADING (PHASE 11) t.HIGH P SECTION 0 ELEV. 19.87 _(HIGH POINTE` Lot 14.83 - _z1 =mz ELEV. 20.01 j jt1924 172-- 7 fg�' Lot 230 272Lot N.T.S. v HIGH POINT 377 Lot 201 Lo I-ot 250 ELEV. 20.64 Fig -.881 +_ CURVE TABLE I CURVE DELTA ANGLE TANGENT 19.53 LENGTH RADIUS 229 T _.L2"_ 119.63 119.421 119.24 IL63 I C1 3(rl 1'55" 47.22 Lot 9 : I t- - IL _11 1 92.24* 175.00' R E V 10 23 LO, LOW P(JI _rr 14- C2 3(r2l *50' 141.71 276.75' 522.21 271 C3 24.99 Lot 202 --E IV E L 0 P E D T tt ft T ELEV, I spe, 4(_ 12*40'33" 49.78' 225.00' Et I Lot C4 90`29'39" 50.43 78.97' 50.00, Lot Lot g Lot Lot m t Lot 251 270 269 0.1 2LO6'6 263 C5 79*19*58" 41.46 69.23' 50.00' t. Lot !'�" 268 267 265 264 3784- k Lot Lot L t IZ28 10' P.U.D. I C6 31*56'10" 57.23 111.48' 200.00' REAR REAR Lot 240 1 1, � I t T EASEMENT ,_1 < 10' P.U.D4 C7 21*46'10* 91.34 180.48' 475.00' 11-1111-11 \ . \ Lot ----------- EASEMENT Lot 4- C8 23*16'09" 130-62 257.64' 634.38' % Lot 203 11 227 . . ... . ....... 379 C9 6TOS'20" 146.55 259.79' 225.00' . . . ...... .... FINISHED FLOOR TO FLOOR TO Lot Cil 39*11'03" 105-00 201.74' 294.99' FINISH Lot 252 1-9-44-1 C10 46*59*39" 128.25 241.96' 295.00' ED BE 18' BE 18' 226 ABOVE ABOVE LINE TABLE CENTERLINE CENTERLINE Lot Lot Lot �gb LINE LENGTH BEARING Ut f(UAD OF ROAD Lot 204. 11 225 Lot Lot of Lot Lot Lot Lot Lot Lot (TNPICAL) (TMCAL) 224 1 1 223 222 �21 1 254 220 219 1 1 255 W6 2L05t7 2LO518 260 261 262 Ll 149.78' S44!21'53"E Lot 253 410' P.U.D. i j L2 510.07' S4421'53*E 509.59' S4,V21 '53*E I EASEMENJ L3 r*_ L4 14`j I 528.79' N45*08'27*EWI I'l _2. 178 W, L5 25.00' S4-051 '33"E FRONT .............. . ...... -19-M-1 11-9 567 Fle 674- 19 40 19 L6 257.07' N4.T38'07"E FRONT 10� L7 478.46' N45*38'07"E :zl_ot 205 - - - - - - - - - - - STREET LO L8 310.54' N45*08'28"E STREET ........ . ....... . .... Oct "Q* _LOCATION OF L9 676.80' N45'08'27"E 11-1 GATE HOUSE L10 117.81' S31*41'20"E -4-,-- 11-6.26 19.77 119.521 'I�ILJ 19. 1 J_T TYMAL SININDLE FAM LOT TYPICAL SINGLE FAKO-Y LOT L11 252.81 S4,V21'53"E L12 393.93' N45*08'28"E N.T.S. N.T.S. MOTM C-PKAM I LOW POINT HIQ IGH POINT 19.00 POINT LOW PCAJ&'4T LoL ELEV. 19.76 ELEV 19.76 ELEV. 100 206 Lot 207 Lot Lot Lot Lo t Lot Lot Lot Lot Lot Lot ! i 208 1 209 Lot Lot Lot Lot Lot Lot Lot Lot Lot 385 Lot 11 210 211 2-12 213 383 384 f 214 2-15 216 217 218 382 386 387 388 tLot i 389 390 1391 2022 - - - - 19,86 - - - -112 - - -l.- 471 - - -1 1-21 - - -1.2 1- - - - - - -, _- - - - - r -u -p-1- - - - - - -11 _141 19,02 Tract P - HIGH POINT ELEV. 19.76 SEBASTIAN HIGHLANDS PLAT BOOK 5, PAGE 14 PHASE 1H A 0 WCGNeel-Schaffer, Inc. Professional Engineers Master Roadway and Grading Plan 170519th Place, Suite G-3 Construction Plans Vero Beach, Florida 32960 772-770-4707 -7 -4707 Collier Club Subdivision Phase III (fax) /72-;70-4640 CA 0WWW2 Indian River County SCALE SHEET NO. NOV 2 4 2004 i °=100' JOB NO. 7 RIC HIORI, P.E. DATE: WN.01201.001 Florida FL. EG. NO: 48947 OF 20 DESIGNED SRM DATE 03-01-04 dvwxmftm� 48 HOURS BEFORE DIGGING CALL TOLL FREE DRAWN DPK DATE 04-05-04 w9s@m 1-800-A4.32-41-70 CHECKED ESM/RJM DATE 00-00-00 SUNSHINE STATE ONE CALL APPROVED RJM DATE 00-00-00 U, NEIIELPLSCHAFFER OF FLORIDA INC. n r NO. BY REVISIONS DATE FILE NAME CLPH3-04-07.dwg 0 WCGNeel-Schaffer, Inc. Professional Engineers Master Roadway and Grading Plan 170519th Place, Suite G-3 Construction Plans Vero Beach, Florida 32960 772-770-4707 -7 -4707 Collier Club Subdivision Phase III (fax) /72-;70-4640 CA 0WWW2 Indian River County SCALE SHEET NO. NOV 2 4 2004 i °=100' JOB NO. 7 RIC HIORI, P.E. DATE: WN.01201.001 Florida FL. EG. NO: 48947 OF 20 \ / Lot 336 4� CONST. FIRE DRANT " STA. 13 41.65 C NECT TO EXIST. 8 PVC O \ OFSET: 22. L WATER MAIN AT ST BOUT �'' ONST. 241 L.F., 8"0 v? Lot 335/ B Y STA: 1 +8603 � PVC, WATER MAIN (COMPLETE ASSEM ) �oFFSET• 17.61 L CONT. 145 L " Lot 334 / 4 LF., 8"0 �tj SAN. F SEWER 00.32% SA R, 0 0.40% / Lot 246 / Lot 330 /• � f � j � � � \ 21 ` \ Lot 331 Lot 332 \ \ /ILI 10' DRAINAGE EASE ENT � 'jl • j �''ti Lot 333 CcwsT. 20 LF., _ 18"0 R.C.P. CONST. 155 L.F., \ \ ty 24"f� R.C.P. kf ` CONTROL STRUCTURE INV.= 13.00 30 25- --......._._._...._--- 0- ca t U Z 15 U m a. rn v 5 Lot 339 Lot 340 Lot 338 Lot 329 I..fk:; ®EX SAN M H 1 ® SAN M H 1 EISTASAN MH 2 STA 10+00, 22.31' R STA 11+a8.28, 1.12' R 12+93.94, 0.05' R RIM 19.74 RIM 19.34 RIM 19.23 N. INV.= 12.29 N. INV.= 12.88 N. [NV.= 13.45 S. INV.= 12.78 S. INV.= 13.35 I CONST. TYPE "C" MODIFIED INAGE STRUCTURE STA. +42.19 , (11.00' LT. ) GRATE EV=18.89 .E. INV- 15.32 ON INA 2+ ' N.E. LE S.W. I • \\ \\\\\\\\\\\\\\\\\0 - �� n . \�\\�\� \WIR \\ \ \ \� \ \ \ \\\\ \ \\ mmmmmv Lot 323 STA. 21+36.04 45' BEND \ Lot 321 Lot 320 OFSET: 22.64' L CONST. 47 LF. Lot 325 Lot 324 Lot 322 I (COMPLETE ASSEMBLY) 8"0 PVC WM CONST. 20 L F., -, 18"0 R.C.P. CONST. 46 L.F., 8" I SAN. SEWER ®0.32% CONST. 160 L.F., I Lot 318 24"0 R.C.P. 10' DRAINAGE BASEMENT Lot 319 CONTROL STRUCTURE INV.= 13.00 EDIFIED 11 RT. ) a.lm M CONST. TYPE "C" MODIFI DRAINAGE STRUCTURE STA.19+73.00 , (11.00' LT ) GRATE ELEV=18.86 N.E. INV= 16.00 8 CONST. TYPE "C" MOD[ IED DRAINAGE STRUCTURE STA.19+73.00 , (11' RT. ) GRATE ELEV=18.86 S.W. INV= 15.90 N.E. INV= 15.90 s�SAN MH 3 3 STA 15+86.25, 5.00' L RIM 20.00 N. INV.= 14.47 S. INV.= 14.37 BISTASAN MH 4 ] SAN MH 5 18+40, 0' FSS STA 19+23.88 OFFSET 0 OFFSET 0 RIM 19.43 RIM 19.18 S. INV.= 15.50 N. INV.= 15.08 11TTTT 1 I �O Key Map Legend MANHOLE MANHOLE --; l ), •- INDICATES PROPOSED SANITARY SEWER SINGLE DOUBLE SERVICE SERVICE HYDRANT GATE VALVE ,L, �4 INDICATES PROPOSED WATER MAIN SINGLE DOUBLE SERVICE SERVICE INDICATES DUCTILE IRON WATER MAIN INLET CATCH BASIN MANHOLE • INDICATES PROPOSED STORM SEWER cjO INDICATES EXISTING SPOT GRADES 0.00 INDICATES PROPOSED SPOT ELEVATIONS Note: Note= j INDICATES LOCATION ALL PAVEMENT RADAII OF PROPOSED ARE 50.00' UNLESS CONS AY TO BE NOTED OTHERWISE 17-7-1 SAN MH 6 LtSTA 23+04.40, 8.73' L RIM 19.81 S. INV.= 13.56 N.E. INV.= 13.46 �.. A�� �� �� 0� 'O It 6 Orn���r, L0 cJ0 r0- r 00r- �M N LO � � 0 O 00 00 00 N C14 C-4 O� p NO O 06 Qj OO� pN- - N N- N N N N N N 6 N N 10-00 11+00 12+00 1S+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+)0 CONST. 154 LF. 8"0 - CONST. 144 LF., 8"0 _ _ CONST. 290 LF., 8"0 CONST. 253 LF., 8"0 CONST. 380 LF., 8"0 SDR 21 O 0.3 i - SDR 21 O 0.328 - SDR 21 O 0.32X - - SDR 21 O 0.40% - SDR 21 O 0.40X - I 48 HOURS BEFORE DIGGING I DESIGNED SRM DATE 03-01-04 W - CGWeel-Schaffer, Inc. '� Professional Engineers Plan & Profile -Station 10+00 TO 23+50 SCALE SHEEP N0. NOV 2 4 200 - c.att Toct FREE I DRAWN DPK DATE 04-05-04wo(m 170519th Place, Suite G-3 4 HORIZ: 800 432 4770 CHECKED ESM/RJM DATE 00-00-00 Vero Beach, Porida 32960 Construction Plans VERT: Q 772-770-4707 Collier Club Subdivision Phase III RIC ME?,CHIORI, P.E. DATE JOB NO. V SUNSHINE STATE ONE CALL APPROVED RJM DATE o0-00-00 NEELSCH/4FFER (fax) 772-770-4640 OF FLORIDA INC. IF NO. BY REVISIONS DATE FILE NAME CLPH3-PP-08.DWG Cit of Sebastian CA 00009582 Y Florida FL. EG. NO: 48947 WN.01201.001 of 20 0 3 I I 30 25 20 15 10 k" Lot 358 CONST. 230 L,F. 8'0 % PVC WATER MAIN CONST. 303 L.F. E "0"� % PVC SANITARY SEVER ®0.32 / Lot 363 Lot 370 Oat 372 Lot 364 Lot 365 Lot 366 Lot 367 Lot 368 Lot 371 po Lot 359 Lot 360 Lot 361 Lot 362 DTL. 'A' S 20 LF. 18"0 RCP Lot 369 DTL. '8' 0 ` S h Lot 357 �-- - - - - - - - - - - - --� 303 8 _ Q Q -\ 4 4 4 Q \% 4 4.\ 4 4 4 4 - - - - --. _ - - - - -- - - o i Ij i I, i .I I ; ; �� I I I. ; ' 1 �I ► li i I I '' I III I I' i North II i I I r l - Ili i! I la �I W SCALE= 1 50♦ /,I I, 'I I I r; Ilnllllllll I'III IIIII ' i. I i I I I Illil IIIII II .I (IIII I ` iilllir` e .IIIII IIII I �I I I I 1 I L I I II IIIII lip Uj i�� - - - 1' ►iqL W I I/ U Lot 356 �� - - r --I- I I S I r Q CO VST. FIRE HYDRANT �� STA. 29+67.1, 9 L I Lot 84 9 II ' - I + - Lot 303 Lot 302 I OFSET: 22.71 L Lot 301 I I Lot 300 Lot 299 MATCH LINE STA 64+00 L t 31 CO MPLETE ASSEMBLY) MATCH LINE STA 52+00 10' DRAINAGE EAS =MENT SEE SHEET 12 SEE SHEET 12 ( CONST. 152 L.F. 8"0 , I Lot 312 PVC WATER MAIN I I ' CONST. 8"X8" (GATE VALVE TO MATCH LINE) 155 - LF. 24"0 RCF Lot 355I I I #II! 45' BEND ?'~ CONST. FIRE HYDRANT it I CONST. 87 L.F. 8" 0 STA: 32+38.84 CONST. 147 L.F. 8"0 • DUCTILE IRON WATER MAINOFFSET: 22.65' L S PVC SANITARY SEWER 00.32% Io- 111 CONST. 8"X8" (COMPLETE ASSEMBLY) 4 (MANHOLE 11 TO STA. 37+00) 45' BEND CONST. TYPE "C" MODIFIED 31 I 4 CONST. 370 L.F. 8"6 DRAINAGE STRUCTURE CONST. 370 L.F. 8"0 PVC WATER MAIN STA. 25+91.37, (11' LT. ) (GATE VALVE TO GATE VALVE) GRATE ELEV=18.89 PVC WATER MAIN S.E. 16.00 IL - --EllL - CONST. 340L.F. 8"0 Lot 354 PVC SANITARY SEWER 00.32% CONST. 300 L.F. 8"0 p I I " PVC SANITARY SEWER 00.32% 25 p ! -0�5 10' DRAINAGE EASEMENT CONST. TYPE "C" MODIFIED 4 SRAA.IN25+91.37,AGE C(1RE RT. ) GRATE ELEV=18.89 S.E. INV= 15.10 I: L Lot 315 265 L.F. 30"0 RCP CONST. 8" GATE VALVE Lot 353 I I 20 L.F. 18"0 RCP GV CONST. 8" GATE VALVE G STA 35+35.82 (17.00', LT.) ®S 2 STA. 30+26.22 (16.96', LT.) 4 RIM= RIM= 8 I l\ DRNASTU U RE IFIEDAIGERCT STA. 33+35.OQ (11' LT. GRATE ELEV=19.37 Io -I S.W. INV= 16.50 1'yt, ❑- Lot 316 ) CONST. 8x8 TEE S I,. I CONST. 8x4 TEE f �i CONST. 8" GATE VALVE 29 " Lot 352 I -D - G CONST. 4" GATE VALVE GV CONST. TYPE C MODIFIED STA. 30+31.02 (12.23', LT.) 5 STA. 35+40.63 (12.00', LT.) DRAINAGE STRUCTURE 3 RIM= RIM= III ; _ STA.33+35.00 , (11 RT. CONST. 73 L.F. 8"0 GRATE V= 15. 9.37 PVC SANITARY SEWER ®0.32% S.W. INV= 15.90 I �,r_� '� Detail 'A' Detail ' B' N.E. INV= 16.40 i'L Lot 317 N.T.S. Scale: N.T.S. 4 _%= Scale: Lot 351 u - MATCH LINE STA 23+50 SEE SHEET 8 ® SAN MH 7 ( SAN MH 9 r_7_1 SAN MH 10 STA 24+21.72, 5.00 L 8JSTA 27+50.79, 21.37 L SAN MH 8 ®s STA 30+43.02, 5.00' R 1 STA 33+43.02, 5.00' R RIM 19.47 RIM 19.38 RIM 19.57 RIM 19.47 S.W. INV.= 13.07 S.W. INV.= 11.88 N.W. INV.= 10.81 N.E. INV.= 9.75 N.E. INV.= 12.97 S.E. INV.= 11.78 S.W. INV.= 14.25 S.W. INV.= 9.65 S.E. INV.= 10.71 Note= Note: INDICATES LOCATION ALL PAVEMENT RADAII /OF PROPOSED ARE 50.00' UNLESS ROADWAY TO BE NOTED OTHERWISE CONSTRUCTED �] SAN MH 11 1 1 STA 35+52.61, 5.00' R RIM 20.18 N.W. INV.= 8.98 S.W. INV.= 13.77 S.E. INV.= 8.88 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. r 1 I N0. 30 25 20 .. -..__ 15 i0 5 I �� 06 �t �00 M� �� t\� MN OM r;� r� cflDO �� ODo r� �LO �� Q�00 �� �00 N� �� �� O0 I.11 0 Q? Ido cfl� 0� 00 00 00 � Qj 00 6 3) Oj O pj 00 Qi � Q) DO � 00 O )0 6 Do O O 00 6 � O ONS N � C14 - C14 C14 24+00 CONST. 72 L.F. $" SDR 21 ® F. 25+00 26+00 CONST. 340 LF., 8"0 SDR 21 ® 0.32% 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37-00 CONST. 303 L.F., 8"0 _ _ CONST. 300 L.F., 8"0 _ _ CONST. 210 L.F., 8"0 _ CONST. 147 LF., 8"0 _ SDR 21 ® 0.32% SDR 21 ® 0.32% SDR 21 ® 0.32% SDR 21 .® 0.32% DESIGNED DRAWN CHECKED Key Map Legend MANHOLE MANHOLE APPROVED -a a INDICATES PROPOSED SANITARY SEWER l BY REVISIONS DATE FILE NAME SINGLE DOUBLE CLPH3-PP-09 SERVICE SERVICE HYDRANT GATE VALVE &�D4--- INDICATES PROPOSED WATER MAIN SINGLE DOUBLE SERVICE SERVICE INDICATES DUCTILE IRON WATER MAIN INLET CATCH BASIN MANHOLE INDICATES PROPOSED STORM SEWER INDICATES EXISTING SPOT GRADES 0.00 INDICATES PROPOSED SPOT ELEVATIONS Note= Note: INDICATES LOCATION ALL PAVEMENT RADAII /OF PROPOSED ARE 50.00' UNLESS ROADWAY TO BE NOTED OTHERWISE CONSTRUCTED �] SAN MH 11 1 1 STA 35+52.61, 5.00' R RIM 20.18 N.W. INV.= 8.98 S.W. INV.= 13.77 S.E. INV.= 8.88 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. r 1 I N0. 30 25 20 .. -..__ 15 i0 5 I �� 06 �t �00 M� �� t\� MN OM r;� r� cflDO �� ODo r� �LO �� Q�00 �� �00 N� �� �� O0 I.11 0 Q? Ido cfl� 0� 00 00 00 � Qj 00 6 3) Oj O pj 00 Qi � Q) DO � 00 O )0 6 Do O O 00 6 � O ONS N � C14 - C14 C14 24+00 CONST. 72 L.F. $" SDR 21 ® F. 25+00 26+00 CONST. 340 LF., 8"0 SDR 21 ® 0.32% 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37-00 CONST. 303 L.F., 8"0 _ _ CONST. 300 L.F., 8"0 _ _ CONST. 210 L.F., 8"0 _ CONST. 147 LF., 8"0 _ SDR 21 ® 0.32% SDR 21 ® 0.32% SDR 21 ® 0.32% SDR 21 .® 0.32% DESIGNED DRAWN CHECKED SRM DPK ESM/RJM DATE 03-01-04 DATE 04-05-04 DATE 00-00-00 APPROVED RJM DATE 00-00-00 NEESCHAFFER BY REVISIONS DATE FILE NAME CLPH3-PP-09 WCGINeel-Schaffer, Inc. Profensioional Engineers Plan & Profile -Station 23+50 TO 37+00 Profes 170519th Place, Suite G-3 Construction Pians Vero Beach, Florida 32960 772-770-4707 Collier Club Subdivision Phase III (fax) 772-770-4640 CA 00009582 City of Sebastian SCALE SHEET NO. NOV 2 4 2004 HORIZ: VERT:9 RIC .MEHIORI, P.E. DATE' JOB N0. L Florida FL. EG. NO: 48947 WN.01201.001 of 20 30 25 .......... KE 15 10 5 A a_. 1 Lot 380 North SCALE= 1"= 50' Lot 373 Lot 374 Lot 375 Lot 376 Lot 377 Lot 378 Lot 379 CO PVC WATER MAIN Lot 381 - O (WEND TO STA. 43+50) I I I I I I I I I i DTI_ -'+ 330 _ - CONST. 8"X8" 8"XS" END------- C /------ �- �.�..... --- ------- - - - - - - - - - w W= NII I IL II , ca ,1 111111: Z IIII, . tlll lil IIII � II I IIII IIII 1111111+IIII IIIdI IIII IpIIIU II , � � I II 'I . W 20 L.F. 18" RCP II F��---- -b --- r------ -- ---- I i : �� Key Map a DS - 1 �_------ _ i` , 31 1 ! Lot 280 1 I - , 1 I - _ _ _ S Legend Lot 283 Lo 282 1 1 Lot 281 SEE SHEET 13 Lot 263 i I / 33 CONST. 285 L.F. 8" i I Lot 262 MANHOLE l MANHOLE - INDICATES PROPOSED SANITARY SEWER CONST. 147 L.F. 8"0 PVC WATER MAIN- ' ,nill STA. 43+85.05 ' SINGLE DOUBLE ,k-1D DRAINAGE EA MENT PVC WATER MAIN 10 DRAINAGE EASEMENT SEE sHE STA. 87+97.50 (FIRE HYDRANT TO GATE VALVE) (GATE VALVE TO BEND) 1S -j, Er 11 HYDRANT SERVICE 155 LF. 24" RC i q�� 219 LF. 24*0 RCP GATE VALVE CONST. 205 L.F. 8"0 CONST. 323 L.F. 8"0_ 144 LF. 24"0 RCPT INDICATES PROPOSED WATER MAIN SAN. SEWER ®0.32% SAN. SEWER ®0.32% 36 LF. 18"0 RCP SINGLE DOUBLE SERVICE SERVICE CONST. 194 LF. 8"0 36 LF. 18"0 RCP 30 PVC WATER MAIN INDICATES DUCTILE IRON WATER MAIN CONST. TYPE "C" MODIFIED (STA. 37+00 TO FIRE HYDRANT) DRAINAGE STRUCTURE" INLET CATCH BASIN MANHOLE STA. 38+47.64 (11' LT. ) CONST. 158 L.F. 8"0 INDICATES PROPOSED STORM SEWER GRATE ELEV=19.18 SAN. SEWER 00.32% S.W. INV.= 14.30 (STA. 37+00 TO MH 12) DOfl INDICATES EXISTING SPOT GRADES DSDS p,pp INDICATES PROPOSED SPOT ELEVATIONS 31 34 CONST. TYPE "C" MODIFIED CONST. TYPE "C" MODIFIED DRAINAGE STRUCTURE DRAINAGE STRUCTURE CONST. 8" GATE VALVE STA. 38+47.60, (11' RT.) STA. 43+67.5$(17-51 RT.) aG STA. 40+45.80 (16.91', LT.) GRATE ELEV=19.18 GRATE ELEV=18.72 RIM= - S.W. INV.= 15.20 N.W. INV.= 14.30 Note: Note= N.E. INV.= 15.20 N.E. INV.= 15.80 M INDICATES LOCATION ALL PAVEMENT RADAII S.E. INV.= 15.80 . `OF PROPOSED ARE 50.00' UNLESS 3S RO DWAYSTRUO BE NOTED OTHERWISE CONST. TYPE "C" MODIFIED - - - DRAINAGE STRUCTURE STA.43+61.40 , (19.14' LT.) CONST. JUNCTION BOX GRATE ELEV=18.71 STA. 42+17.96 (25.00' RT.) �� I CONST. 8x8 TEE S.W. INV.= 16.00 - _ " RIM = 19.46 GV CONST. 8" GATE VALVE S.W. INV= 14.30 STA. 40+50.83 (12.03', LT.) 33 S.E. INV= 14.30 7 RIM= - CONST. TYPE "C" MODIFIED DRAINAGE STRUCTURE STA.87+95.55 , (17.62' RT. ) GRATE ELEV=18.73 N.W. INV.= 16.00 r-71SAN MH 12 12 STA 38+57.61, 5.00' R RIM 19.28 N.W. INV.= 7.92 S.E. INV.= 7.82 I Detail 'C' Scale: N.T.S. 177-1 SAN MH 13 117 13 STA 40+62.73, 5.00' R RIM 19.98 N.W. INV.= 7.15 S.W. INV.= 13.91 S.E. INV. 7.05 I OSAN MH 14 14 STA 43+85.05, 16.05' L RIM 19.06 N.W. INV.= 6.02 N.E. INV.= 5.92 1 U i w 48 HOURS BEFORE DIGGING J G4LL TOLL FREE U 800 1--432-4170 SUNSHINE STATE ONE CALL W OF FLORIDA, INC. a r / NO. BY v c REVISIONS DESIGNED SRM DATE 03-01-04 DRAWN DPK DATE 04-05-04 woo _...... _.____------ ---_______...... _..... ...__ ___. _ __ CHECKED p r- DATE (V K3. c0 00 (0 In (0 d DD •D (0 C0 LO 0) 0) 0) n 0) N j� N N N� 006 00 r N N0i c- r r r N6 N N� N r N e- r- N N 37-00 38+00 39+00 40+00 41+00 42+00 43+00 CONST. 153 L.F., 8"0 CONST. 210 L.F., 8"0 CONST. 323 L.F., 8"0 ` SDR _ 21 0 0.32% SDR 21 ® 0.32% _ _ SDR 21 ® 0.32% DESIGNED SRM DATE 03-01-04 DRAWN DPK DATE 04-05-04 woo CHECKED ESM/RJM DATE 00-00-00 APPROVED RJM DATE 00-00-00 NEEISCHAFFER DATE FILE NAME CLPH3-PP-1O.DWG WCGINeel-Schaffer, Inc. Professional Engineers Plan & Profile�-Station 37+00 TO 43+85 170519th Place, Suife G-3 Construction Plans Vero Beach, Florida 32960 772-770-4707 Collier Club Subdivision Phase III (fax) 772-770-4640 CA 00009582 City of Sebastian i 5 SCALE SHEET NO. NOV 2 4 2004 HORIZ: VERT: 10 RICK 'MEL LORI, P.E. DATE: JOB N0. Florida FL. R G. NO: 48947 WN.01201.001 OF 20 DS 41 138 L.F. 3C'4 RCP �- 294 L.F. 30"0 RC Lot 254 Lot 255 ! Lot 256 Lot 257 Lot 258 CONNECT TO EXIST. f _ { - , I ! 10 DRAINAGE EASEMENT 8 PVC WATER MAIN I AT STUBOUT [ ( STA. 81+32.63 OFFSET: 17.00 R DS _._..-- � �.......�... ._.___.. ._.._...__.... 36 � 20 L.F. 18"h RCP - F2 -X 80 00 -- n- M Lot 217 ___15 Lot 218 Lot 382 ®. CONST. TYPE "C" MODIFIED DRAINAGE STRUCTURE STA. 82+90.00, (11' RT.) GRATE ELEV=18.83 N.W. INV.= 16.00 DS 36 CONST. TYPE "C" MODIFIED DRAINAGE STRUCTURE STA. 82+90.00, (11' LT. ) GRATE ELEV=18.83 N.W. INV.= 14.30 S.E. INV.= 15.80 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NO. INme p-16 lv �m CONST. 372 L.F. 8"0 PVC WATER MAIN (FROM NEW CONNECTI DN TO FIRE HYDRANT) CONST. 400 L.F., SAN. SEWER @ 0.32% Lot 384 i Lot 385 CONST. TYPE "C" MODIFIED DRAINAGE STRUCTURE STA. 82+90.00, (150' LT. ) GRATE ELEV=19.55 N.E. INV.= 14.20 S.E. INV.= 14.20 042 CONST. TYPE "C" MODIFIED DRAINAGE STRUCTURE STA. 85+84.16, (150' LT. ) GRATE ELEV=19.41 N.E. INV.= 14.00 N.W. INV.= 14.00 S.W. INV.= 14.00 FETI EX SAN MH 2 F-21 STA 80+01.12, 1.68' L RIM 20.02 N.E. INV.= 12.43 Lot 386 GV CONST. 8" GATE VALVE 8 STA. 88+15.97 (22.06', R.) RIM= 16 STA 1.81' CONST. 8" GATE VALVE STA. 88+25.92 eRIM = (23.33', R.) CONST. 8x8 TEE CONST. 8" GATE VALVE 10 STRIM=A. 88+21.42 (17.95. R.) Detail 'D' Scale: - ]I a42 JB % 1 �I Lot 262 I CONST. 36 L.F. 8"0 SAN. SEWER ®0.32% 219 L.F. 24"0 RCP 144 L.F. 24"0 RCP (FROM MH 14 TO STA. 43+50) I CONST. 59 L.F. 8"0 CONST. 8"X8" PVC WATER MAIN -ot 259 Lot 260 Lot 261 45' BEND I (FROM BEND TO STA. 43+50) STA. 88+26.90 / S'�� CONST. 8"X8" OFFSET:32.76 F% yQ 45' BEND / STA. 88+26.90 DS OFFSET: 32.76 R 32 / CONST. 47 L.F. 8"0 DS PVC WATER MAIN \ 3 4 .� (FROM GATE VALVE TO BEND 4 4 � ............. --- ) North CONST. ±255 L.F. 8"O SCALE= 1" = 50' _ _T 7 I hill SAN. SEWER @.032% 36" DRAINAGE --- --- - PIPE - _ �TIcact "Q" INV. = 15.60 Key Map �g Legend Lot 388 36 L.F. 18"0 RCP DS \ �� MANHOLE �ANH INDICATES PROPOSED SANITARY SEWER 36 L.F. 18"0 RCP 33 \ ` _SINGLE SERVICE SERVICE CONST 304 L.F. 8» DTL. 'E' \ =' �� _ PVC WATER MAIN _- - `" GATE VALVE -,�- (FROM FIRE HYDRANT TO GATE VALVE) \ ��--_ _ ;� = � -� INDICATES PROPOSED WATER MAIN DTL. 'D' - _ SERvCE s° RVICE CONST. FIRE HYDRAN r� STA. 85+04.95 \ - INDICATES DUCTILE IRON WATER MAIN OFFSET: 22.65 R _ _ Lot 387 (COMPLETE ASSEMBL") Lot 389 Lot 390 TYPE "D" CURB �`- INLET CATCH BASIN MANHOLE Lot 391 rA INDICATES PROPOSED STORM SEWER CONST. 320 L.F. 8"V STUBOUT 8" WATER MAINS o° INDICATES EXISTING SPOT GRADES SAN. SEWER ©0.40% STA: 88+47.57 EX ° OFFSET: 25.70 R 3 0.00 INDICATES PROPOSED SPOT ELEVATIONS CONST. 8x8 --- 12.00' -- CONST. 8x8 45' BEND MAX. 45' BEND Tract CONST. 8x8 _ 36" DRAINAGE PIPE APPROXIMATE Note: Note: 45' BEND ?gyp INV. = 15.50 LOCATION INDICATES LOCATION ALL PAVEMENT RADAII CONS8x8 j OF PROPOSED ARE 50.00' UNLESS 45 1D CONST. 224 L.F. 8"0 ROADWAY� TO NOTED OTHERWISE t PVC WATER MAIN CONSTRUCTED (FROM GATE VALVE TO PLUG) I 15.00' SEE SHEET 10 FOR \ \ LEAR STRUCTURE DATA FOR (NPS) DS DS @DS 32 33 r Detail 'E' -- N.T.S. Scale: N T S eSAN MH 15 STA 84+01.12, 0.00' L RIM 19.33 S.W. INV.= 13.81 N.E. INV.= 13.71 MSAN MH 16 SLJ SAN MH 14 EXIST. SAN MH 3 16 STA 1.81' 87+21.01 L 14 STA RIM 88+13.54, 0.15' L 19.06 3 STA 90+57.64, 34.40' R � RIM 19.62 RIM 19.19 N.W. INV.= 6.02 S.W. INV.= 5.11 S.W. INV.= 15.09 N.E. INV.= 5.92 ........ __ - . ----_ .-- _ ........ _... - ................ - -- - -- PVC_ _SAN 5_'EWLk --�-- DATUM ELEV 5.00 ' I� r co cD T O 00 CD to cD O N N 01 rn rn O M 00 N N N N N N N N N N N N N N N N N N N N - 80-1.00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 CONST. 400 LF. 8"0 _ _ CONST. 320 LF. 8'0 _ _ CONST. 255 LF. 8*0 SDR 21 O 0.329: - - SDR 21 O 0.4�X SDR 21 O 0.32X BY REVISIONS DESIGNED DRAWN CHECKED APPROVED DATE FILE NAME �e seoa;EV�ees Plan & Profile -Station 80+00 to 90+60 170519th Place, Suite G-3 Construction Plans Vero Beach, Florida 32960 772-770-4707 Collier Club Subdivision Phase I[I (fax) 772-770-4640 CA 00009582 City of Sebastian ..... . ......... . 10 - _ �_-----......................................I - 5. l 140V 2 2004 SCALE SHEET NO. HORIZ: VERT: J. M CHIORI, P.E. DATE JOB NO. Florida . REG. NO: 48947 WN.01201.001 of 20 -30- 20 L.F. 30"0 RCP 10.00' DRAINAGE EASEMENTS/311- Lp� CONST. 212 L.F. 4"� I I -PVC WATER MAIN Lot 309 (FROM STA. 50+55 1 T GATE VALVE) 265 L.F. 30"�S RCP I I LotXCONST. 252 L.F. 80 310SAN. SEWER ®0.40Ds TSEE SHEET 9 � �Lot 312 Lot 308 � 0 777/ Lot 307- _ SEE DTL. 'A' CONST. BLOW OFF W/-_ SHEET 9 SAMPLE POINT STA. 50+07.69 -�- = OFFSET: 35.65 R � 7 � I / 10.00' DRAINAGE: EASEMENT SEE SHEET 9 II I 194 L.F. 30"0 CP \ L� 305 � Lot 306 ' I Lot 304 Lot 303 1 CONST. 94 L.F. 4"0 DUCTILE IRON WATER MAIN (BLOW OFF VALVE TO STA. 50+55) S DS 7 CONST. TYPE "C" MODIFIED CONST. TYPE "C" MODIFIED DRAINAGE STRUCTURE DRAINAGE STRUCTURE STA. 50+82.00, (11' LT.) STA. 50+82.00, (11' RT.) GRATE ELEV=18.86 GRATE ELEV=18.86 N.W. INV.= 15.50 N.W. INV.= 15.40 S.E. INV.= 15.50 S.E. INV.= 15.40 II SAN MH 17 STA 50+08, 5.00' L RIM 19.63 N.E. INV.= 14.00 F_ SAN MH 9 gq _I STA 52+52.07, 5.00' L RIM 19.57 N.W. INV.= 10.81 S.W. INV.= 12.99 S.E. INV.= 10.71 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800 432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. � 1. N0. I BY _ CONST. 252 L.F., 8"0 SDR 21 ® 0.40% REVISIONS North ~ CONST. 310 L.F. 4"0 .SCAUs 1 : JO' PVC WATER MAIN (FROM FIRE HYDRANT TO STA. 60+55) CONST. 250 L.F. 8"0 10.00' DRAINAGE EASEMENT SAN. SEWER 00.32% CONST. 115 L.F. 8"0 Lot 293 100 L.F. 36"0 R':P -PVC WATER MAIN Lot 294 I I (FROM GATE VALVE TO FIRE HYDRANT) Lot 295 I I Lot 296 Lot 297 Lot 298 L t 299 SEE SHEET 9 Lot 292 - 4 -0I _.. NT �c,W-•� - 20 L.F. 36"0 RCP CONST. BLOW OFF W/ SAMPLE POI ; y _ SEE DTL. 'B' --�" -' STA 60+7.79 \ - \ �j _�A �j SHEET 9 OFFSET: 36.05 R �- DS F- -� - Lot 291 40 I ( ��E SF1E 9 t 289 Lot 288 Lot 287 Lot 286 Lot 285 Lot 284 � L Lot 290CONST. FIRE HYDRANT 95 L F. 36"� RCF STA. 63+64.41 10.00' DRAINAGE EASEMENT OFSET: 22.74' L I I (COMPLETE ASSEMBLY) CONST. 223 LF. 8"0 SAN. SEWER 00.40% CONST. 102 L.F. 4"0 DUCTILE IRON WATER MAIN D S (BLOW OFF VALVE TO STA. 60+55) 39 40 CONST. TYPE "C" MODIFIED CONST. TYPE "C" MODIFIED DRAINAGE STRUCTURE DRAINAGE STRUCTURE STA. 61+63.44, (11' LT.) STA. 51 +63.44, (11' RT.) GRATE ELEV=18.99 GRATE ELEV=18.99 N.W. INV.= 15.00 N.W. INV.= 14.80 S.E. INV.= 15.00 S.E. INV.= 14.80 SAN ®3 1 STA MH 18SAN 60+00, 5.00' L s MH 1 STA 4+64.38, 5.00' L 1 STA 62+14,38, 5.00' L RIM 20.22 RIM 19.27 N.E. INV.= 11.46 S.W. INV.= 10.57 CLPHE-PP-12.DWG N.E. INV.= 10.47 DATUM ELEV 5.00 10 d- N 60-00 1 ►'7 N N N N N 61+00 CONST. 223 L.F., 8"0 SDR 21 ® 0.40% SAN MH 11 E STA 4+64.38, 5.00' L RIM 20.18 N.W. INV.= 8.98 S.W. INV.= 9.67 S.C. INV.= 8.88 DATUM ELEV 5.00 10 d- N 60-00 1 ►'7 N N N N N 61+00 CONST. 223 L.F., 8"0 SDR 21 ® 0.40% N 62+00 PVC S. N. Sr. n H O O M U) N O O04 N Qi 63+00 64+00 CONST. 250 L.F., 8"0 SDR 21 ® 0.32% Key Map Legend MANHOLE MANHOLE ---a l •- INDICATES PROPOSED SANITARY SEWER SINGLE DOUBLE SERVICE SERVICE HYDRANT GATE VALVE ,.L, N-- INDICATES PROPOSED WATER MAIN SINGLE DOUBLE SERVICE SERVICE INDICATES DUCTILE IRON WATER MAIN INLET CATCH BASIN MANHOLE '-' 0 • INDICATES PROPOSED STORM SEWER Os INDICATES EXISTING SPOT GRADES 0.00 INDICATES PROPOSED SPOT ELEVATIONS Note: Note= j INDICATES LOCATION ALL PAVEMENT RADAII OF PROPOSED ARE 50.00' UNLESS ROADWAY TO BE NOTED OTHERWISE CONSTRUCTED IF DATUM 5.0 - WC G/Neel-Schaffer, Inc. SCALE SHEET N0. Professional Engineers Plan & Profile -Station 50+00 to 65+00 Nov 24 2004 170519th Place, Suite G-3 Construction Plans HORIZ: Vero Beach, Aorida 32960 VERT: 772-770-4707 Collier Club Subdivision Phase IB RIC MELCHIORI, P.E. DATE JOB N0. 12 (fax) 772-770-4640 Florida WN.01201.001 cA oo"582 City of Sebastian FL. REG. NO: 48947 of 20 - - - DESIGNED SRM DATE 03-01-04 DRAWN DPK DATE 04-05-04 w(5(m CHECKED ESM/RJM DATE 00-00-00 APPROVED RJM DATE 00-00-00 IvaNEEMZCHAFFER DATE FILE NAME CLPHE-PP-12.DWG N 62+00 PVC S. N. Sr. n H O O M U) N O O04 N Qi 63+00 64+00 CONST. 250 L.F., 8"0 SDR 21 ® 0.32% Key Map Legend MANHOLE MANHOLE ---a l •- INDICATES PROPOSED SANITARY SEWER SINGLE DOUBLE SERVICE SERVICE HYDRANT GATE VALVE ,.L, N-- INDICATES PROPOSED WATER MAIN SINGLE DOUBLE SERVICE SERVICE INDICATES DUCTILE IRON WATER MAIN INLET CATCH BASIN MANHOLE '-' 0 • INDICATES PROPOSED STORM SEWER Os INDICATES EXISTING SPOT GRADES 0.00 INDICATES PROPOSED SPOT ELEVATIONS Note: Note= j INDICATES LOCATION ALL PAVEMENT RADAII OF PROPOSED ARE 50.00' UNLESS ROADWAY TO BE NOTED OTHERWISE CONSTRUCTED IF DATUM 5.0 - WC G/Neel-Schaffer, Inc. SCALE SHEET N0. Professional Engineers Plan & Profile -Station 50+00 to 65+00 Nov 24 2004 170519th Place, Suite G-3 Construction Plans HORIZ: Vero Beach, Aorida 32960 VERT: 772-770-4707 Collier Club Subdivision Phase IB RIC MELCHIORI, P.E. DATE JOB N0. 12 (fax) 772-770-4640 Florida WN.01201.001 cA oo"582 City of Sebastian FL. REG. NO: 48947 of 20 - - - 30 10 5 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800 432 4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. MENEENEW NO. BY REVISIONS T1 II CONST. FIRE HYDRAW Lot 274 10.00' DRANAGE EASEMENT STA. 73+08.74 3+ 654E Lot 27� \ Lot 275 I I (COMPLETE ASSEMBL'Q Lot 276 Lot 277 Lot 27 Lot 279 Lot 280 / CONST. 250 L.F. 8"0 155 L.F. 36"0 RCP -" I I SAN. SEWER 00.32% SEE SHEET 10 - CONST. 255 L.F. 8"0 PVC WATER MAIN _ _+ ` 38 (FROM FIRE HYDRANT TO GATE VALVE) Lot 272 1 _..'_-•-� r -- - — —� CONST. BLOW OFF W/ SAMPLE POINT _ - _ SHEET100'C' STA 70+07.30 - - - - - ""� y f� OFFSET: 38.47 R \ - ` 20 LF. 366"0 t 37 Lot 271 CONST. 274 L.F. SAN. SEWER ®0.400%% CONST. 210 LF. 4"� I I PVC WATER MAIN CONST, 114 L.F. 4"0(FROM STA. 70+99 I DUCTIL: IRON WATER MAIN Lot 267 TO FIRE HYDRANT) Lot 270 (BLOW OFF VALVE TO STA. 7)+99) Lot 265 Lot 264 Lot 263 SEE SHE = O Lot 266 Lot 269 Lot 268 138 LF. 30"0 RCP 10.00' DRANAGE EASEMENT—/-/- CONST. ASEMENT6-LCONST. TYPE "C" MODIFIED CONST. TYPE "C" MODIFIED DRAINAGE STRUCTURE DRAINAGE STRUCTURE STA. 73+08.62, (11' RT.) STA. 73+08.62, (11' LT. ) GRATE ELEV=19.11 GRATE ELEV=19.1 1 N.W. INV.= 13.80 N.W. INV.= 13.20 S.E. INV.= 13.30 S.E. INV.= 13.20 OP MH 20 LLSTA 70+28, 7.99' R RIM 20.31 N.E. INV.= 12.28 21 SAN MH 21 STA 72+98.84, 5.00' L RIM 19.21 S.W. INV.= 11.18 NE. INV.= 11.08 ®13 SAN MH 13 CONST. STA 75+48.85, 5.00' L RIM 19.98 N.W. INV.= 7.15 S.W. INV.= 10.28 S.E. INV.= 7.05 DESIGNED DRAWN CHECKED APPROVED DATE FILE NAME _ CONST. 274 LF., 8"0 CONST. 250 L.F., 8"0 SDR 21 0 0.40% - - SDR 21 ® 0.32% SRM DATE 03-01-04 DPK DATE 04-05-04 ESM/RJM DATE 00-00-00 RJM DATE 00-00-00 CLPH3-PP-13.DWG Q4 "'.. -u. u% North SCALE= 1 " = 50' Professional Engineers el -Schaffer, Inc. ProfesPlan & Profile -Station 70+00 to 75+80 170519th Place, Suite 0-3 Construction Plans Vero Beach, Florida 32960 772-770-4707 Collier Club Subdivision Phase III (fax) 772-770-4640 cA 00009582 City of Sebastian Key Map Legend MANHOLE MANHOLE —t l 1� •-- INDICATES PROPOSED SANITARY SEWER SINGLE DOUBLE SERVICE SERVICE HYDRANT GATE VALVE d tom— INDICATES PROPOSED WATER MAIN SINGLE DOUBLE SERVICE SERVICE INDICATES DUCTILE IRON WATER MAIN INLET CATCH BASIN MANHOLE -'� • INDICATES PROPOSED STORM SEWER O INDICATES EXISTING SPOT GRADES O� 0.00 INDICATES PROPOSED SPOT ELEVATIONS Note= Note= INDICATES LOCATION ALL PAVEMENT RADAII /OF PROPOSED ARE 50.00' UNLESS ROADWAY TO BE NOTED OTHERWISE CONSTRUCTED 30 25 20 15 10 5 SCALE SHEET NO. NOV 2 4 2004 HORIZ: _ _VERT: IFLE6 ME HIORI, P.E. DATt JOB N0. 13 Florida N0� 48947 WN.01201.001 of 20 GRADE SWALE 2-3/4" GALV. TIE RODS MECHANICAL JOINT TEE 7 GRADE ROADWAY N GATE VALVE � � P.B. GOOSENECK 3, LONG PROPERTY LINE METERS SHALL Ls _ . �y "/ �/ (MIN.) OR SWING JOINT OR BE LOCATED IMMEDIATELY /\/\/\/\ APPROVED EQUAL BY I.R.C.D.U.S. INSIDE THE RIGHT OF WAY BLUE REFLECTIVE \/\/\/\/ RIGHT OF WAY (TYP.) SEE NOTE 3 BELOW CONCRETE PAD APPROVED METER BOXES UNLESS OTHERWISE DIRECTED / 30" SQ. X 4" MIN. /\//\//\/�\//\�/\// MARKER ' ���\\� % �P FOUR HYDRANT GUARDS ��\;/\\/\\/\\/\\/\\/\\i SHALL BE "CDR SYSTEMS BY I.R.C.D.U.S. CENTERLINE OF ROAD y/\\ ^'� AS REQUIRED BY THICK WITH (1) 2" LOCKING CURB STOP CORP." POLYMER CONCRETE FINISHED GRADE \/\\^ I.R.C.D.U.S.-SEE NO. 3m CONT. o „ O oo WITH PVC PLUG &FIBERGLASS NOTE 1 BELOW 2 CORPORATION STOP VARIES o O � 0 APPROVED METER BOX LOCKING CURB STOP RESTRAINED PLUG (M.J.) 12" MIN. I.D. (TO ACCOMMODATE TER) cQ o 1 C.F. 3/4" GRAVEL OR x 6" (MIN.) WATER MAIN gp• �) Q CONCRETE THRUST BLOCK O CRUSHED ROCK � _ COMPRESSION FITTINGS PLAN (� 2" POLYETHYLENE _ 2' ROADWAY 2' PUMPER NOZZLE FACING HORIZONTAL DISTANCE EQUAL r TO DEPTH OF COVER �- ROADWAY ACCESS \ DIRECT CONNECTION MAIN UNDER CONSTRUCTION (ANCHOR TYPE) - - > SHORT 6 (MIN.) WATER MAIN 0 SERVICE GRADE -\\ 1' I I t a 30• MIN. z VALVE / C° z : a � LONG SERVICE - � - Q � ^� 1 w BOX d N PRESSURE TREATED FIRE VALVES SHALL BE \i _ > 6 GATE - 6 PLYWOOD\ 1-1/2" OR 2" CORP. STOP HYDRANT LOCATED ADJACENT / co 0 VALVE a y\\� 6" PIPE __ a - STAINLESS STEEL DOUBLE TO TEE \/\\j - �/ 1.5 C.F. CONCRETE a CONCRETE POURED TO STRAP SERVICE SADDLE UNDISTURBED SOIL UNDISTURBED SOIL WATER MAIN INDICATE DISTANCE ;//\i d Q CONCRETE THRUST as FROM RIGHT OF WAY ��j\�/ \7,\7 BLOCK FITTINGS AS REQUIRED (TYP.) \//%/%�/��//`� %\/ METER (SEE NOTE 6) 1N LINE DUAL CHECK BY I.R.C.D.U.S.- ti CROSS SECTION NOTES: NOTES: NOTES: NOTES: 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18" CENTERS (MIN.) 1. VALVES SHALL BE LOCATED SO THAT ONLY THREE VALVES ARE REQUIRED TO ISOLATE 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED 1. COAT ALL EXPOSED THREADS WITH COAL TAR ENAMEL BEFORE BACKFILL. 2. SHORT SERVICES REQUIRE 18" MINIMUM COVER; LONG SERVICES REQUIRE 24" MINIMUM COVER. ANY TWO RESIDENTIAL OR ONE COMMERCIAL BLOCK. WITH CONCRETE. GUARDS SHALL BE PAINTED SAME AS HYDRANT. 3. MINIMUM SERVICE SIZE NOT LESS THAN 1", DUAL SERVICES SHALL BE A MINIMUM 1-1/2" 2. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM.2. THRUST BLOCK HEIGHT EQUAL TO PIPE DIAMETER. AND TRIPLE SERVICES SHALL BE A MINIMUM 2," QUADRUPLE SERVICES SHALL BE AS 2. CENTERLINE OF THE PUMPER CONNECTION SHALL BE 18" MINIMUM ABOVE THE CENTERLINE APPROVED BY I.R.C.D.U.S. 3. A MINIMUM COVER OF 36" IS REQUIRED ABOVE BELL OF D.I.P. AND PVC PIPE. OF THE NEAREST ROADWAY OR FINISH GRADE. 3. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED BY I.R.C.D.U.S.. „ 4. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARKERS 4. 1 & 1-1 /2 LONG SERVICES REQUIRE A 2 MINIMUM INSIDE DIAMETER CASING PIPE. 2 LONG INDICATING FIRE HYDRANTS. 3. COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (TWO COATS MINIMUM). 4. ECLIPSE NO. 85 BLOW -OFF AS MANUFACTURED BY JOHN C. KUPFERLE FOUNDRY CO., SERVICES REQUIRE A 3" MINIMUM INSIDE DIAMETER CASING PIPE. CASING PIPE SHALL BE ST. LOUIS, M0. MAY ALSO BE USED. SCHEDULE 40 PVC. 5. PIPE INSTALLED UNDER PAVEMENT SHALL BE D.I.P. AND SHALL EXTEND 5' BEYOND 4. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN -DARLING B -84-B, 5. METERS GREATER THAN 2" SHALL BE AS MANUFACTURED BY HERSEY, MASTER OR AS EITHER SIDE OF PAVEMENT. PVC MAY BE USED BELOW ENTRANCE ROADS AND PARKING MUELLER A423 OR CLOW MEDALLION F2545. 5. THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE I.R.C.D.U.S. ALTERNATE APPROVED BY I.R.C.D.U.S. AND SUPPLIED BY APPLICANT. METERS 2" AND SMALLER SHALL LOTS, IF INSTALLED WITH A MINIMUM OF 42 COVER. METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R.C.D.U.S.. BE SUPPLIED BY I.R.C.D.U.S. 6. DEAD END LINES, VALVES AND HYDRANTS SHALL BE RESTRAINED. 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF APPROVED BY 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL 7. ALL LINES TO HAVE A MINIMUM OF 10' OFFSET FROM BUILDINGS. I.R.C.D.U.S. (E.G. TIE RODS). BE INSTALLED ON ALL LOCKING CURS STOPS, SAMPLING POINTS AND WATER SERVICE 6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY I.R.C.D.U.S. 7.UR STOPS TO BE SAME SIZE AS METER TO BE INSTALLED. VALVE AND FIRE HYDRANT LOCATION FIRE HYDRANT 2-n BLOW - OFF(,G4 WATER SERVICE 14 SCALE: N.T.S. 14 SCALE: N.T.S. 14 SCALE: N.T.S. Q�) SCALE: N.T.S. ,) BRASS LOCKING CURB STOP (FORD OR II MUELLER) WITH INTEGRAL METER COUPLINGA FULL LINE FLUSH IS THE ONLY FLUSHING METHOD METER BOX METER A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1" COPPER TUBING EXTENDING ABOVE THE APPROVED BY THE INDIAN RIVER COUNTY DEPARTMENT NOT SHOWN I GROUND. THE TUBING SHALL BE INSTALLED WITH A IRON HANDLE OF UTILITIES SERVICES AND FIRE DEPARTMENTS SINCE 1-1 /2" P. E. I °O w 180' BEND. BRASS SCREW OTHER METHODS MAY NOT REMOVE LARGE ROCKS, SERVICE II z J LATERAL � IRON CAP CANS, BOTTLES AND OTHER DEBRIS FROM MAINS. ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES MUST BRASS ELBOW BE INSPECTED AND TESTED TO ASSURE NO SUCH r 1" P.E. SERVICE BRASS NOZZLE FOREIGN OBJECTS ARE IN THE FIRE FLOW. w LATERAL w n BRASS COMPRESSION \ 0 1" GATE VALVE 1" COPPER TUBING WYE BRANCH " �co °- LOCKING CURB 'STOPS - °- 1 IN LINE DUAL CHECK BY I.R.C.D.U.S.- GRADE cC-4/ i IRON SLIDE PLAN � N BEND &PIPE MAY BE z IRON NOZZLE SECTION USED FOR FULL FLOW PADLOCK PROVISION NEW WATER MAIN FLUSHING (NOT SHOWN I N TRUE EXISTING OR NEW - %/%/%/%/%/%/< i POSITION) \\�\\i�\\/\\i\\/\\/\\/�\/�\i\/\\/ \i\\/\\/�\/\\/�\\i�\i\�i' r GATE VALVE CENTER OPENING OVER _ X zelf z_ w \�' %/j\\//\\//�/\�\//�//�. %ice//�\�\��\\\/\���/��// ALUMINUM COVER METERS > 7i > \�\ i PUMP CONNECTOR EXISTING MAIN O 0 _ CORPORATION STOP WITH METER BOX (SEE - 0 0 PVC PLUG WHEN ABANDONED NOTE 3 BELOW) 00 0 _ BRASS PET COCK 1" MIN. CUSTOMERS _ ALUMINUM BASE PIPING (BY OTHERS) S� co 4 MIN. GRAVELco OR CRUSHED ROCK 0 oo c�, 0 O I o O o Q o d -r WATER MAIN 00 O 0 ri CROSS SECTION N oTEs: j LIMITS OF _ 1. PERMANENT BACTERIOLOGICAL FLUSHING SAMPLING POINTS SHALL BE i AS MANUFACTURED BY JOHN C.KUPFERLE CO.. LL m i r i NOTES: NOTES: LOUIS, MO.FOUNDRY MODEL EC P'SET 0 / NOTES: NO. 88 OR APPROVED EQUAL. 1. GUAGE SHALL BE INSTALLED UPSTREAM OF FLUSHING POINT. PRESSURE UPSTREAM SHALL 1. METERS OVER 2" MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR. 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS-,-_��r-- APPROVED BY I.R.C.D.U.S. � 1/4" COPPER TUBING NOT FALL BELOW 35 P.S.L. „ 2. AT LEAST ONE PERMANENT 2. ALL METERS 2 AND SMALLER WILL BE SUPPLIED AND INSTALLED BY I.R.C.D.U.S. SAMPLING STATION SHALL BE3/8 BRASS PIPE >_i r 2. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. » INSTALLED PER DEVELOPMENT w , 1 GALVANIZED PIPE 3. MINIMUM SIZE OF METER BOXES: 1 SERVICE (12 X 20 ); 1-1 /2 AND 2 SERVICE (17 X 28 ). PROJECT AS REQUIRED BYv i Li BRASS PLUNGER 3. COUNTY PERSONNEL SHALL, AFTER PROPER NOTIFICATION BE PRESENT FOR ALL 4. 5/8"-3/4" METERS SHALL BE HERSEY TURBINE, MASTER METER OR APPROVED EQUAL WITH I.R.C.D.U.S.. ; "0" RING FLUSHING ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. 5/8" RUBBER METER WASHERS. 3. PERMANENT SAMPLING POINT cn 7L RUBBER SEAT 5. 1"-2" METERS SHALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. SHALL BE TRAFFIC PROTECTED. 1/4" BRASS ELBOW (SEE FIRE HYDRANT DETAIL). ` BRASS LOCKNUT 1 BRASS VALVE BODY WITH 3/4" F.I.P. INLET 5 METER BOX TEMPORARY SAMPLING 6 POINT /� PERMANENT SAMPLING POINT (7� FLUSHING CONNECTION �� Q4,) SCALE: N.T.S. 14 SCALE: N.T.S. BACTERIOLOGICAL 14 SCALE: N.T.S. BACTERIOLOGICAL 14 SCALE: N.T.S. CROWN OF ROAD 4" CAP (TOP OF CENTERLINE OF ROAD CAP AT GRADE, ELEVATION TYP.) r 4" CLEANOUT STAND PIPE 4 CLEANOUT /��j��/ r -� �!/\\, ,// 6„ STAND PIPE 6" X 4" SWEEP DEPTH TO BE 6" CAP DETERMINED IN "� - THE FIELD AS L� C t i REQUIRED TO �- PROPERTY LINE AVOID UTILITIES (TYP.) SINGLE SERVICE (TYP.) DOUBLE SERVICE (TYP.) MIN. SLOPE 1/4" PER. FT. 6" X 4" SWEEP USE GREATER SLOPE PROPERTY LINE WHERE POSSIBLE STANDARD "Y" BRANCHES --e TO BE LOCATED IN THE FIELD WRAP WITH DETECTION -� TAPE INSTALLED PLUG (TYP.) 6" DOUBLE "Y" PROPERTY LINE - 4" CLEANOUT 6" ELEVATION WRAP WITH DETECTION TAPE 6 " 4" CLEANOUT PROPERTY LINE BENDS AS REQUIRED V__j CENTERLINE OF SEWER MAIN TO BE ON CENTERLINE OF STREET UNLESS OTHERWISE SHOWN ON PLANS PLAN NOTES: 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. 3. ALL LATERALS TO BE PVC (SDR35) AS SHOWN. STANDARD LATERAL Q5) SCALE: N.T.S. MANHOLE FRAME & COVER U.S. FOUNDRY DWG. NO. 420A c- CONCENTRIC CONE X O Q � a Q U 2'-3/4" co D D w Q v 11� U 6" MIN.- \ a .. > r� 8„ - 4' 1. D. SHALLOW SEWER FINISHED GRADE LEVELING RINGS - 2 COURSES MINIMUM 6 COURSES MAXIMUM SEE MANHOLE EFFLUENT & INFLUENT DETAIL SLOPE 2" /FT. SECTION D -D SEE PIPE OPENING DETAIL ATION PIPE INVERT ELEV FILL CONCRETE TO BE USED WHEN CUT CLASSIFICATION IS 6' OR LESS NOTES: 1. SEE MANHOLE NOTES. 2. SEE STANDARD MANHOLE CASTING DETAIL. 3. SEE PIPE OPENING DETAIL. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL. STANDARD SHALLOW MANHOLE 15 SCALE: N.T.S. 48 HOURS BEFORE DIGGING , CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. r No L PROPERTY LINE - DEPTH TO BE DETERMINED IN THE FIELD TO AVOID UTILITIES (TYP.) 4" CLEANOUT & CAP STAND PIPE 6" X 4" SWEEP \ �, NNS,6 it i/%//��/�\\ \\% 0 0 � DOUBLE SERVICE AS PIPE SHOWN ON STANDARD INV. LATERAL DETAIL SAND BED SAND EXCAVATION z 6\//\/ 3/4" GRAVEL\�/% \�/\\ 8 2' f MIN. rl SECTION H -H ROCK EXCAVATION - CENTERLINE ELEVATION OF ROAD - CROWN OF ROAD - TYPICAL TRENCH CONTOUR DURING CONSTRUCTION PROPERTY LINE BENDS AS REQUIRED 6" 30' LONG RADIUS BEND 4" CLEANOUT & CAP STAND PIPE 6" X 4" SWEEP 3/4" GRAVEL �- SINGLE SERVICE AS SHOWN ON STANDARD LATERAL DETAIL CONTINUE GRAVEL BED UNDER & PARALLEL TO PIPE INTO UNDISTURBED SOIL TO PROPERTY LINE STANDARD "Y" BRANCH TO BE LOCATED IN FIELD NOTES: 1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 2. ALL LATERALS TO BE PVC (SDR35) AS SHOWN. MODIFIED RISER LATERAL 15 SCALE: N.T.S. MANHOLE FRAME & COVER U.S. DPK FOUNDRY DWG. NO. 420A, OPENING MAY BE OFFSET 6 COURSES MAXIMUM U.S.F. DWG. NO. 420A OR EQUAL MANHOLE COVER. LETTERS MARKED "SANITARY SEWER". zi CONCEALED WATERTIGHT PICKHOLE 22-3/4" 1 COVER _ 22-15/16" 1.0 20-5/8" l 1 24-3/4" 3' FRAME SECTION NOTES: 1. A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS. STANDARD MANHOLE CASTING DEEP SEWER 15 SCALE: N.T.S. ADDITIONAL REINFORCING BARS REQUIRED AT OPENING. SLAB TO BE TRAFFIC BEARING SEE MANHOLE EFFLUENT & INFLUENT DETAIL NOTES: 1. SEE MANHOLE NOTES. 2. SEE STANDARD MANHOLE CASTING DETAIL. 3. SEE PIPE OPENING DETAIL. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL. r6 SLAB TOP MANHOLE Q5) SCALE: N.T.S. By REVISIONS DATE DESIGNED SRM PLAN LEVELING RINGS - DRAWN DPK DATE 2 COURSES MINIMIUM CHECKED ESM/RJM DATE 6 COURSES MAXIMUM RAMNECK GASKET OR EQUAL RJM DATE X o SEE PIPE OPENING ° co Q ~ DETAIL FILL CONCRETE f�l cD Fn 8 w< Q INFLUENT DETAIL ° 4' 1. D. a Q I 6" MIN. (TYP� > \ > 0 J Q ----------------------- -- 00 Li PIPE INVERT -� f C ELEVATION TO BE USED WHEN CUT CLASSIFICATION IS 6' OR LESS NOTES: 1. SEE MANHOLE NOTES. 2. SEE STANDARD MANHOLE CASTING DETAIL. 3. SEE PIPE OPENING DETAIL. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL. r6 SLAB TOP MANHOLE Q5) SCALE: N.T.S. By REVISIONS DATE 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 FILE NAME CLPH3-14-19.dwg FILL CONCRETE TO BE USED WHEN CUT CLASSIFICATION IS OVER 6' NOTES: 1. SEE MANHOLE NOTES. 2. SEE STANDARD MANHOLE CASTING DETAIL. 3. SEE PIPE OPENING DETAIL. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL. 5. USE 5' I.D. MANHOLE AS DIRECTED BY THE ENGINEER. (7 '� STANDARD DEEP MANHOLE 15 SCALE: N.T.S. NOTES: 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO MEET OR EXCEED A.S.T.M. A 185. 2. ALL CEMENT TO BE TYPE II. 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3,000 PS.I. TO MEET OR EXCEED A.S.T.M. C 478. 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2500 P.S.I. FILL CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. 5. CONCRETE MANHOLES TO HAVE A MINIMUM WALL THICKNESS OF 6". 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP CONNECTION REQUIRED. 10. CONNECTIONS TO EXISTING MANHOLES AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FLOOD ZONES. 12. NO. 4o BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES. 14. 2 COURSES MINIMUM, 6 COURSES MAXIMUM BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS. 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED AS REQUIRED BY I.R.C.D.U.S.. 16. TRAFFIC BEARING LID ONLY. 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FT. FOR A CHANGE IN DIRECTION AND 0.05 FT. FOR A STRAIGHT RUN. 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 19. MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO THAT MANUFAC- TURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE ENGINEERED TO A STANDARD OF 16,000 POUND VERTICAL DYNAMIC WHEEL LOAD (AASHO H-20). MANHOLE NOTES Q5) SCALE: NONE SEE PIPE OPENING DETAIL STANDARD "T" BRANCH - THREADED PVC CAP- ' PIPE INVERT - 5' 1. D. _ � �ll 8„ d _dF B� r Jv .. 1 W N O a. E O ° 0-1 6" MIN. o d .d' nal c JFILL CONCRETE STAINLESS J IttL STANDARD LONG- STRAPS RADIUS ELBOW ELEVATION SECTION B -B TO BE USED WHERE DROP IS 2' OR MORE SLOPE 2"/FT. „AAlll..l EFFLUENT & :TAIL NOTES: 1. SEE MANHOLE NOTES. 2. SEE PIPE OPENING DETAIL. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. TYPE "A' DROP MANHOLE 15 SCALE: N.T.S. WCGMeeI-Schaffer, Inc.MISCELLANEOUS DETAILS � SCALE SHEET N0. Professional Engineers NOV 2 4 2004 170519th Place, Suife G-3 Construction Plans AS SHOWN 15 Vero Beach, Florida 32960 772-770-4707 Collier Club Subdivision Phase III RICKJ. ME HiORI, P.E. DATE JOB N0. (fax) 772-770-4640 Florida FL. EG. NOS 48947 WN.01201.001 of 20 CA 00009582 1 Indian River County MANHOLE FRAME & COVER U.S. FOUNDRY DWG. NO. 420A -FLEXIBLE GASKET PLASTIC RAMNECK OR EQUAL LEVELING RINGS - 2 COURSES MINIMUM = 6 COURSES MAXIMUM SEE MANHOLE EFFLUENT & no� INFLUENT DETAIL w J Q Li C Q� w 120 2'-3/4" ° o w Q o 8„ a � Q > in SLOPE --►- Lj > � o--� 2"/FT. O 7 r., r LL L a A A Q ® a v Cn w Q > 00- 6" MIN v 1 SECTION A -A 4' I.D. moo - sOR 5' I.D. OR ELEVATION SEE IPE INVERT ENING DETAIL PPE FILL CONCRETE TO BE USED WHEN CUT CLASSIFICATION IS OVER 6' NOTES: 1. SEE MANHOLE NOTES. 2. SEE STANDARD MANHOLE CASTING DETAIL. 3. SEE PIPE OPENING DETAIL. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL. 5. USE 5' I.D. MANHOLE AS DIRECTED BY THE ENGINEER. (7 '� STANDARD DEEP MANHOLE 15 SCALE: N.T.S. NOTES: 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO MEET OR EXCEED A.S.T.M. A 185. 2. ALL CEMENT TO BE TYPE II. 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3,000 PS.I. TO MEET OR EXCEED A.S.T.M. C 478. 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2500 P.S.I. FILL CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. 5. CONCRETE MANHOLES TO HAVE A MINIMUM WALL THICKNESS OF 6". 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP CONNECTION REQUIRED. 10. CONNECTIONS TO EXISTING MANHOLES AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FLOOD ZONES. 12. NO. 4o BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES. 14. 2 COURSES MINIMUM, 6 COURSES MAXIMUM BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS. 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED AS REQUIRED BY I.R.C.D.U.S.. 16. TRAFFIC BEARING LID ONLY. 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FT. FOR A CHANGE IN DIRECTION AND 0.05 FT. FOR A STRAIGHT RUN. 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 19. MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO THAT MANUFAC- TURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE ENGINEERED TO A STANDARD OF 16,000 POUND VERTICAL DYNAMIC WHEEL LOAD (AASHO H-20). MANHOLE NOTES Q5) SCALE: NONE SEE PIPE OPENING DETAIL STANDARD "T" BRANCH - THREADED PVC CAP- ' PIPE INVERT - 5' 1. D. _ � �ll 8„ d _dF B� r Jv .. 1 W N O a. E O ° 0-1 6" MIN. o d .d' nal c JFILL CONCRETE STAINLESS J IttL STANDARD LONG- STRAPS RADIUS ELBOW ELEVATION SECTION B -B TO BE USED WHERE DROP IS 2' OR MORE SLOPE 2"/FT. „AAlll..l EFFLUENT & :TAIL NOTES: 1. SEE MANHOLE NOTES. 2. SEE PIPE OPENING DETAIL. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. TYPE "A' DROP MANHOLE 15 SCALE: N.T.S. WCGMeeI-Schaffer, Inc.MISCELLANEOUS DETAILS � SCALE SHEET N0. Professional Engineers NOV 2 4 2004 170519th Place, Suife G-3 Construction Plans AS SHOWN 15 Vero Beach, Florida 32960 772-770-4707 Collier Club Subdivision Phase III RICKJ. ME HiORI, P.E. DATE JOB N0. (fax) 772-770-4640 Florida FL. EG. NOS 48947 WN.01201.001 of 20 CA 00009582 1 Indian River County _ 4' 1. D. _ 8" a I_ a Q. C C w ,QLo FL d. DROP LESS THAN 2 f 6" MIN. f d d- - FILL CONCRETE - PIPE INVERT - SEE PIPE OPENING DETAIL ELEVATION - .I AAll I - r -1 & L / 1 1 . SECTION C -C TO BE USED WHERE DROP IS LESS THAN 2' NOTES: 1. SEE MANHOLE NOTES. 2. SEE PIPE OPENING DETAIL. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL. TYPE 'B" DROP MANHOLE 16 SCALE: N.T.S. ASPHALT SURFACE FINISHED GRADE --i 3' SQUARE r 2' SQUARE O d O 0 0 o CONCRETE 0 o PAD (1) NO. 3o o o CONTINUOUS O O SLIDE TYPE ti VALVE BOX ti LIMEROCK BASE TYPE I TYPE II - CAST IRON STAY -PUT COVER RAISED POLYETHYLENE LETTERS MARKED: "WATER" AS (VISQUEEN OR APPLICABLE OR "SEWER" AS EQUIVALENT) APPLICABLE 2' MAXIMUM r U %/i o PROVIDE EXTENSION 0 0\\/� o AS SHOWN �� U TYP E I , ' TYPE 11 r VALVE AND BOX 16 SCALE: N.T.S. llm SPACE AROUND OUTSIDE OF PIPE SHALL BE COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE DIAMETER OF PIPE. (FOR FIELD INSTALLATION) PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY KOR-N-SEAL, INC. (FOR PRECAST HOLES). HIGH POINT ELEV. OF FILL CONCRETE TO BE SAME AS OUTSIDE DIAMETER OF PIPE Lu / L U e CO 0 Q -Q - tt) 6" (TYP.) Q ~ d . a "Qd ELEVATION ('2 PIPE OPENING Q6,) SCALE: N.T.S. PIPE OPENING=PIPE O.D. + 6" 2' X 2' X 6" THICK CONCRETE PAD AT EACH VALVE BOX WITH (1) NO. 30y CONTINUOUS. (SHALL BE 3' X 3' IF LOCATED IN TRAFFIC WAY). NOTES: 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. VALVE BOX PAD 16 SCALE: N.T.S. SEE PIPE OPENING DETAIL 2' FROM EDGE OF MANHOLE (FOR FIELD INSTALLATION) TO OUTSIDE OF BELL OR MAY BE PRECAST P.E. JOINT (TYPICAL) Q. Q d d Y FILL CONCRETE L PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY KOR-N-SEAL OR APP. (FOR PRECAST HOLES). ELEVATION PIPE JOINT DETAIL AT MANHOLE NOTES: 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS. MANHOLE EFFLUENT AND INFLUENT 16 SCALE: N.T.S. -- ASPHALT SURFACE FINISHED GRADE - 3' SQUARE I r i 2' SQUARE Zx o = o CONCRETE O _ PAD ._ O o (1) NO. 3o O O CONTINUOUS SLIDE TYPE VALVE BOX �`— LIMEROCK BASE TYPE I TYPE II - CAST IRON STAY -PUT COVER RAISED POLYETHYLENE LETTERS MARKED: "WATER" AS (VISQUEEN OR APPLICABLE OR "SEWER" AS EQUIVALENT) APPLICABLE 2' MAXIMUM r o Ld PROVIDE EXTENSION 0 _ \�\� o AS SHOWN y � z TYP E I , ` TYPE II VALVE AND BOX 16 SCALE: N.T.S. FINISH GRADE OR — ASPHALT PAVEMENT FORCE MAIN 3' MIN. COVER rr CUT HOLE (PRESSURE 5' I.D.�-ff TEST PRIOR TO SEALING WITH NON -SHRINK GROUT) 6" MIN. (TYP.) d ET_ d d d d - Q - ASPHALT PAVEMENT THREADED PVC CAP STAINLESS STEEL STRAPS STANDARD LONG RADIUS ELBOW GRAVITY SEWER NOTES: 1. SEE MANHOLE NOTES. 2. SEE PIPE OPENING DETAIL. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL. 4. 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE ENGINEERED TO A STANDARD OF 16,000 POUND VERTICAL DYNAMIC WHEEL LOAD (AASHO H-20). FORCE MAIN TIE-IN 16 SCALE: N.T.S. 0 2' X 2' X 6" THICK CONCRETE PAD AT EACH VALVE BOX WITH (1) NO. 30y CONTINUOUS. (SHALL BE 3' X 3' IF LOCATED IN TRAFFIC WAY). NOTES. 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. 62_'� VALVE BOX PAD 16 SCALE: N.T.S. SCALE SHEET NO. NOV 2 4 2004 AS SHOWN JOB NO. 16 RIC E HIORI, P.E. DATE Florida FL. EG. NO: 48947 WN.01201.001 of 20 PROVIDE TRENCH DETECTION TAPE SLOPE AS REQUIRED GRADE SEE NOTE 6 SEE NOTE 4 �'\!/\\//\\ \' /\\/ ;�� W UNDISTURBED SOIL MAINTAIN TRENCH [PIPE WIDTH 2' ABOVE 0•D• 6" MAX. LAYERS OR TOP OF PIPE r OTHER APPROVED -�- r METHOD TO ACHIEVE 4" MAX. LAYERS 95% COMPACTION � � \ _J AT 95% 1' MAXIMUM WATER 1 LEVEL ALLOW- - - ABLE DURING TRENCH CONSTRUCTION 3/4" DIA. BEDDING WIDTH „ » ROCK OR PEA ROCK W WHERE CONDITIONS REQUIRE NOTES: FOR D.I.P. TRENCH _ 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED BOTTOM METHOD OF CONSTRUCTION. COnStruCtiOn Plans TYPICAL SECTION 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 772-770-4707 (fax) 772-770-4640 Collier Club Subdivision Phase III RICK J. ELC RI, P.E. DATE: JOB NO. 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. (INCHES) 90' 45' 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 1/4' 90' 45' 5. TRENCH WIDTH "W"=PIPE O.D. PLUS 2'. 1 /4• 3 30' 6. USE COPPER WIRE (AS PER INDIAN RIVER COUNTY UTILITIES DEPARTMENT) 10' 5' TO BE MARKED "CAUTION: WATER LINE BELOW" OR "CAUTION: FORCE MAIN BELOW". 5' 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR OTHER JURISDICTIONAL AGENCIES 15' SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR OTHER JURISDICTIONAL AGENCY 5' SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 25' 15' 10' TRENCH 55' 25' 10' 17 SCALE: N.T.S. UNPAVED AREAS THRUST BLOCK SCHEDULE 10' 8 65' 150 P.S.I. TEST PRESSURE 15' 10' 9 0' PIPE HOLD 20' 10' 10 SIZE DIMENSIONS 35' 20' 10' 90' 45' �2, /4' LAT. TEE 50' PLUG 15' 1 95' 40' 20' INCHES E MIN. B A A A A A A C D E 4 10" 7" 10" 6" 3" 3" 7" 7" 10" 7" 8" 6 16" 10" 15" 8" 4" 4" 10" 10" 12" 10" 8" 8 20" 14" 18" 10" 5" 5" 14" 14" 14" 14" 12" 10 28" 16" 24" 14" 7" 7" 16" 16" 16" 16" 14" 12 30" 20" 26" 16" 8" 8" 20" 20" 18" 20" 20" NOTES: 1. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL, WHERE TRENCH WALL HAS BEEN DISTURBED EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. 2. ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND PUT WOOD BLOCKING IN FRONT OF ALL PLUGS BEFORE POURING CONCRETE. 3. ALL WOOD UTILIZED FOR FORMS SHALL BE CREOSOTED 12 LB. EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL SPECIFICATIONS T T W - 556, OR PRESSURE TREATED LUMBER. 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK FRAGMENTS. ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE REPLACED WITH COMPACTED ACCEPTABLE MATERIAL. 5. ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 P.S.I. CONCRETE. 6. ALL PIPES GREATER THAN 12" IN DIAMETER SHALL HAVE RESTRAINED JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATION DETAILED IN SECTION 13. 7. PIPES SMALLER THAN 4" SHALL USE THRUST BLOCKS SIZED FOR 4" PIPES. /7� SCHEDULE AND NOTES Q7') SCALE: NONE THRUST BLOCKS MECHANICALLY SAW EXISTING PAVEMENT EXISTING BASE TRENCH WIDTH "W" + 4' MIN. l SURFACE RESTORATION `6" MIN. 1 /.�......... SEE NOTE 6 / / /� / / T77 REPLACEMENT LIMEROCK BASE IN 3 LIFTS AT 98% 30" CLEAR COVER (MIN.) MAINTAIN TRENCH PIPE UNDISTURBED SOIL WIDTH 2' ABOVE 0•D• 6" MAX. LAYERS OR TOP OF PIPE _ /\\//\\//� OTHER APPROVED METHOD TO ACHIEVE %! 95% COMPACTION 4" MAX. LAYERS AT 95% 1 MAXIMUM WATER LEVEL ALLOW- 1 ABLE DURING TRENCH CONSTRUCTION 3/4" DIA. BEDDING WIDTH 11 ROCK OR PEA ROCK „W WHERE CONDITIONS REQUIRE NOTES: 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS, (1-1/2" MIN. THICKNESS). 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS/ F.D.O.T. STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. TRENCH WIDTH "W"=PIPE O.D. PLUS 2'. 8. USE COPPER WIRE (AS PER INDIAN RIVER COUNTY UTILITY DEPARTMENT) TO BE MARKED "CAUTION: WATER LINE BELOW" OR "CAUTION: FORCE MAIN BELOW". 62� TRENCH 17 SCALE: N.T.S. PAVED AREt S RESTRAINED LENGTH EACH SIDE OF VALVES, DEAD ENDS, BRANCHES, TEES AND 99 BENDS PIPE FOR D.I.P. TRENCH _ PIPE PVC BOTTOM DIAMETER COnStruCtiOn Plans TYPICAL SECTION APPROVED RJM DATE 00-00-00 w, %NEED SCHAFFER 772-770-4707 (fax) 772-770-4640 Collier Club Subdivision Phase III RICK J. ELC RI, P.E. DATE: JOB NO. DIAMETER (INCHES) 90' 45' 2� 1/4' 90' 45' �f2' 1 /4• 3 30' 15' 10' 5' 40' 20' 10' 5' 4 35' 15' 10' 5' 55' 25' 15' 10' 6 55' 25' 10' 5' 80' 35' 20' 10' 8 65' 30' 15' 10' 9 0' 40' 20' 10' 10 80' 35' 20' 10' 110' 50' 25' 15' 12 95' 40' 20' 10' 130' 55' 30' 15' 16 120' 50' 25' 15' 165' 70' 35' 20' 20 150' 65' 30' 15' 200' 85' 40' 20' 24 180' 70' 35' 20' 210' 90' 45' 25' 30 190' 80' 40' 20' 250' 105' 50' 25' 36 220' 95' 45' 25' 0 0 0 0 42 245' 105' 50' 25' 0 0 0 0 48 260' 120' 60' 30' 0 0 0 0 CONCRETE ENCASEMENT 6" MIN. BETWEEN OUTSIDE DIAMETERS OF PIPE (TYP.) .>1 SANITARY SEWER c) WATER MAIN WATERLINE TO BE OVER TOP SECT I 0 N A- A OF SEWERLINE SANITARY WH RE POSSIBLE SEWER UTILITY OTHER WATER THAN SEWER MAIN CONCRETE ENCASEMENT V z 10' MIN. N r r -20' MIN. u A � A A A CLASSS 1 CLASS 2 NOTES: 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS THAN 18". DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSS- ING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER PIPE) AND A WATER MAIN (OR FORCEMAIN) THE WATERLINE (OR FORCEMAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. UTILITY ENCASEMENT 17 SCALE: N.T.S. RESTRAINED LENGTH FOR REDUCER TRENCH _ PIPE - CALL TOOL FREE / �/�/ 1-800-432-4-170 432 470 BOTTOM FITTING COnStruCtiOn Plans TYPICAL SECTION APPROVED RJM DATE 00-00-00 w, %NEED SCHAFFER 772-770-4707 (fax) 772-770-4640 Collier Club Subdivision Phase III RICK J. ELC RI, P.E. DATE: JOB NO. DIAMETER REVISIONS DATE FILE NAME CLPH3-14-19.dwg CA 00009582 Indian River County Florida FL. RE NO: 48947 WN.01201.001 of 20 (INCHES) 3 4 6 8 10 12 16 20 24 30 3 0 0 0 0 0 0 0 0 0 0 4 40' 0 0 0 0 0 0 0 0 0 6 50' 45' 0 0 0 0 0 0 0 0 8 75' 70' 40' 0 0 0 0 0 0 0 10 95' 90' 70' 40' 0 0 0 0 0 0 12 120' 115' 100' 75' 40' 0 0 0 0 0 16 160' 155' 140' 125' 100' 70' 0 0 0 0 20 200' 195' 185' 170' 150' 130' 75' 0 0 0 24 160' 155' 150' 140' 135' 120' 90' 50' 0 0 30 195' 190' 185' 180' 170' 160' 120' 105' 70' 0 36 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 42 245' 240' 235' 230' 225' 220' 205' 180' 155' 105' 48 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE 66'� SCHEDULE AND NOTES - 1 OF 2 Q7) SCALE: NONE THRUST BLOCKS (7� SCHEDULE AND NOTES - 2 OF 2 17 SCALE: NONE THRUST BLOCKS 90° BEND POLYETHYLENE IN FRONT OF PLUGA "C" SQUARE _ HI TEE WITH PLUG A �� 45' - 22-1/2' POLYETHYLENE IN FRONT OF PLUG E "C" SQUARE D 11-1/4' BENDS CROSS WITH PLUG TRENCH PLUG •,/•,/,/,./.,/,/ WALL \',V ! . m \/��\'/\\/�\'/\\ LATERAL NOTES: 1. POLYETHYLENE (VISQUEEN OR EQUAL) SHALL BE PLACED BETWEEN CONCRETE AND PIPE. (MILLAGE TO BE DETERMINED BY I.R.C.D.U.S.) THRUST BLOCK 1 SCALE: N.T.S. GRADE OBSTRUCTION t/\����\\/\\\%�i/�%/:\i�\\��\\��\\���\\//LU �i,;���i/\��\// M PRESSURE MAIN RESTRAINED JOINTS I - 45' OR 22-1/2' ENCASE AS REQUIRED BENDS (M.J.) SPECIAL UTILITY CROSSING - FITTING TYPE 18" MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED. GRADE OBSTRUCTION SLOPE TO 3' MIN. COVER PRESSURE MAIN SEE NOTE NO. 2 CENTER A FULL FOR ACCEPTABLE LENGTH OF PIPE DEFLECTION f- AT THE POINT OF ENCASE AS REQUIRED CROSSING STANDARD UTILITY CROSSING -DEFLECTION TYPE NOTES: 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSING BE ALLOWED. 2. CONSTRUCT STANDARD CROSSING USING 75% OF MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY, (TWO COATS MINIMUM.) 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R.C.D.U.S.. 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS THAN 18". D.I.P. WITH MECHANICAL JOINTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. (7� UTILITY CROSSINGS 17 SCALE: N.T.S. 48 HOURS BEFORE DIGGING DESIGNED SRM DATE 03-01-04;, wCGjNeel-Schaffer, Inc. TRENCH _ E - CALL TOOL FREE / �/�/ 1-800-432-4-170 432 470 BOTTOM FITTING COnStruCtiOn Plans TYPICAL SECTION APPROVED RJM DATE 00-00-00 w, %NEED SCHAFFER LATERAL NOTES: 1. POLYETHYLENE (VISQUEEN OR EQUAL) SHALL BE PLACED BETWEEN CONCRETE AND PIPE. (MILLAGE TO BE DETERMINED BY I.R.C.D.U.S.) THRUST BLOCK 1 SCALE: N.T.S. GRADE OBSTRUCTION t/\����\\/\\\%�i/�%/:\i�\\��\\��\\���\\//LU �i,;���i/\��\// M PRESSURE MAIN RESTRAINED JOINTS I - 45' OR 22-1/2' ENCASE AS REQUIRED BENDS (M.J.) SPECIAL UTILITY CROSSING - FITTING TYPE 18" MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED. GRADE OBSTRUCTION SLOPE TO 3' MIN. COVER PRESSURE MAIN SEE NOTE NO. 2 CENTER A FULL FOR ACCEPTABLE LENGTH OF PIPE DEFLECTION f- AT THE POINT OF ENCASE AS REQUIRED CROSSING STANDARD UTILITY CROSSING -DEFLECTION TYPE NOTES: 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSING BE ALLOWED. 2. CONSTRUCT STANDARD CROSSING USING 75% OF MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY, (TWO COATS MINIMUM.) 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R.C.D.U.S.. 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS LESS THAN 18". D.I.P. WITH MECHANICAL JOINTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. (7� UTILITY CROSSINGS 17 SCALE: N.T.S. 48 HOURS BEFORE DIGGING DESIGNED SRM DATE 03-01-04;, wCGjNeel-Schaffer, Inc. MISCELLANEOUS DETAILS ��� SCALE SHEET N0. - CALL TOOL FREE / �/�/ 1-800-432-4-170 432 470 DRAWN DPK DATE 04-05-04 CHECKED ESM/RJM DATE 00-00-00 Professional Engineers 170519th Place, Suite G-3 Vero Beach, Florida 32960 COnStruCtiOn Plans NOV 2 4 2004 AS SHOWN 17 /-SOO _ SUNSHINE STATE ONE CALL APPROVED RJM DATE 00-00-00 w, %NEED SCHAFFER 772-770-4707 (fax) 772-770-4640 Collier Club Subdivision Phase III RICK J. ELC RI, P.E. DATE: JOB NO. Or FLORIDA, INC. r r NO. BY REVISIONS DATE FILE NAME CLPH3-14-19.dwg CA 00009582 Indian River County Florida FL. RE NO: 48947 WN.01201.001 of 20 SQUARE X 8" THICH WITH (1) NO. 3 COP NO. 3 CONTINUOUS - GRADE (ROADWAY) °•e BOX (WATER) 0 2" BRONZE LOCK -WING o C CURB -STOP C� (WATER) .0 6w0 0 > 2" BRASS/COPPER O 1 C.Y. 3/4" GRAVEL OR z CRUSHED ROCK 2" STREET ELL WITH PLUG WATER MAIN r DOUBLE STRAP - SERVICE SADDLE MAIN IDENTIFY UTILITY (WATER OR SEWER) STANILESS STEEL NIPPLE (TYP.) LEVER ACTUATED VALVE (WASTEWATER) 00 0 (° 00 00 01D 0 2" STREET ELL WITH PLUG 00 2" BRASS/COPPER 1 C.Y. 3/4" GRAVEL OR CRUSHED ROCK DUAL H -METER BOX CDR SYSTEMS CONCRETE/POLYMER BOX (TRAFFIC BEARING) WASTEWATER MAIN O 2" BRASS/COPPER 2" CORPORATION STOP (WATER) PLUG VALVE (WASTEWATER) NOTES: 1. AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM. 2. COAT ALL EXPOSED THREADS WITH A COAL TAR ENAMEL. 3. VALVE BOXES TO BE TRAFFIC BEARING. MANUAL AIR RELEASE VALVE 18 SCALE: N.T.S. 20' (TYP.) 2'- 6 „, � 5' CARRIER PIPE (ALL RESTRAINED) CASING INSULATOR WITH RUNNER HEIGHT TO BE LARGE ENOUGH, SO THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINT JOINTS. CASING INSULATOR BY CASCADE WATERWORKS MANUFACTURING OR EQUAL STEEL CASING PIPE 5' _ STAINLESS STEEL NUTS & BOLTS CARRIER PIPE GRADE (RC`"^`A NOTES: 1. NUMBER OF INSULATORS AS PER MANUFACTURER'S SPECIFICATIONS. JACK AND BORE 8 SCALE: N.T.S. (7� CASING INSTALLATION BLOCKING DETAIL Q!"') `""` a AIR RELEASE VALVE 2" STAINLESS ° • STEEL DOUBLE\ STRAP SERVICE . SADDLE O q PROVIDE OFFSET CUT OUT FOR O OUTSIDE DIAMETER OF MAIN 0 0 O 1/2 C.Y. OF O 3/4" GRAVEL O_ OR DRAIN ROCK 0 NOTES: TRAFFIC BEARING 4' MIN. UTILITY BOX AND TOP WITH LIFTING DEVICE IN TOP. IDENTIFY l UTILITY 1 GRADE (SWALE) 1/2" O tr O O z O 0 O� O (�Q O NATER STEEL CASING MINIMUM PIPE SIZE WALL THICKNESS 4" 12" .188 6" 14" .250 8" 16" .250 10" 18" .250 12" 20" .250 16" 24" .250 20" 30" 24" NOTES: TRAFFIC BEARING 4' MIN. UTILITY BOX AND TOP WITH LIFTING DEVICE IN TOP. IDENTIFY l UTILITY 1 GRADE (SWALE) 1/2" O tr O O z O 0 O� O (�Q O NATER STEEL CASING MINIMUM PIPE SIZE WALL THICKNESS 4" 12" .188 6" 14" .250 8" 16" .250 10" 18" .250 12" 20" .250 16" 24" .250 20" 30" .312 24" 36" .375 30" PVC AND FITTINGS .500 2" DIAMETER STAINLESS 48" STEEL OR BRASS NIPPLE .. 2" BRASS CURB STOP O . a 2" DIAMETER STAINLESS O STEEL OR BRASS NIPPLE MAIN 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE I.R.C.D.U.S. 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM. /7� AIR RELEASE VALVE Qg) SCALE: N.T.S. AUTOMATIC-WATER/SEWER ROADWAY PAVING _ 10' 10' f z o ROCK BASE r DUCTILE IRON TO EXTEND ONE DUCTILE IRON M.J. CLASS 52 PIPE LENGTH MINIMUM NOTE: IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE ADJUSTED ACCORDINGLY. CARRIER STEEL CASING MINIMUM PIPE SIZE WALL THICKNESS 4" 12" .188 6" 14" .250 8" 16" .250 10" 18" .250 12" 20" .250 16" 24" .250 20" 30" .312 24" 36" .375 30" 42" .500 36" 48" .562 42" 60" .625 48" 72" .625 SCALE: N.T.S. 3" BRONZE DIS ANCHORED IN CONC. POST 6" X 6" CONC. POST 16" WATER MAIN 3' COVER SIZE OF MAIN SERVICE DEPTH OF COVER z 1/8" DEEP LETTERS TO BE � CAST WITH 3" DIAMETER � BRONZE DISC AS MANU- FACTURED BY SHEIDOW BRONZE ° FINISHED GRADE :2 � SET POST IN CONCRETE 00 NOTES: 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. 2. MARKER TO BE USED AT ALL CANAL CROSSINGS AND AS DIRECTED BY I.R.C.D.U.S.. (7� PERMANENT LAND MARKER Q8 SCALE: N.T.S. 180' RETURN BEND STAINLESS STEEL INSECT SCREEN OFFSET WITH BENDS � AS REQUIRED MECHANICAL OR MASONRY SEAL REQUIRED AROUND PIPE I 3" D.I.P. DRILL OR THREAD OPENING AND WELD CONNECTION WOOD BACKSTOP REQUIRED � IF MASONRY SEAL IS USED � NEW STEEL CASING MAIN NOTES: 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. 2. SEE BLOCKING DETAIL ON JACK AND BORE DETAIL. JACK � 8 SCALE: N.T.S. DESIGNED SRM DATE 03-01-04 48 HOURS BEFORE DIGGING = CALL TOLL FREE DRAWN DPK DATE 04-05-04 � 1-800 -432-4770 CHECKED ESM/RJM DATE 00-00-00 SUNSHINE STATE ONE CALL APPROVED RJM DATE 00-00-00 UmNEE�oSCHAFFER OF FLOR/DA, INC. N0. BY REVISIONS DATE FILE NAME CLPH3-14-19.dwg 23 AND BORE 0000s5s2 Indian River County SCALE SHEET N0. NOV 242004 AS SHOWN 18 RICK JEL HIORI, P.E. DATE JOB N0. Florida FL G. NO: CASING VENT PARTIAL PLAN OPENING DIAMETER PLUS 2' LONG OPENING DIAMETER SIZE AND LOCATION TOP SLAB REINFORCING OF MANHOLE AS AREA OF 20 SQ. REQUIRED IN./FT. MIN. REINFORCED � 8" MIN. �-- WHERE CONDITIONS PERMIT CONCRETE WALL � � THE LOWEST POINT OF CON- _ / FLICT MAIN AT OR ABOVE I _ CENTERLINE OF GRAVITY 2' MAIN (TYP.) - 7tCASINGPIPE SHADED AREA EQUAL TO NEW UTILITY MAIN TWICE THE AREA OF THE MANHOLE) TYPE INSIDE i JA 00 I STORM SEWER OR OTHER � TYPE GRAVITY MAI EXISTING STORM � AS REQUIRED SEWER OR OTHER GROUT SLOPE TO AVOID TYPE GRAVITY STANDING WATER � MAIN MIN. BASE SLAB MINI- MUM STEEL AREA OF 20 SQ. IN./FT. :- SECTION NOTES: 1. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND ECONOMICS PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED BY I.R.C.D.U.S.. 2. CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING GRAVITY WASTEWATER SYSTEMS. CONFLICT MANHOLE � 8 SCALE: N.T.S. NOTE: A MINIMUM TEXT RIGHT OF WAY SIZE OF 1/8" SHALL BE RE - 8" PLUG 8" P.V., R-33 8" 90' BEND QUCRED ON ALL STA. 0+00 STA. 0+59 STA. 1+15 ASBUILT SURVEYS. TOP EL. 4.63 TOP EL. 4.40 TOP EL. 4.42 �j 8" MAIN 8" 45' BEND 1 -STA. 1+45 00#/ TOP EL. 4.89 8" 45 BEND 6 " W.M. STA. 1+61 F.M. UNDER W.M. TOP EL. 6.52 _ W/ENCASEMENT A.R.V. TAP W.M. TOP EL. 6.44 � STA. 1+68 BUILDING AIR RELEASE VALVE 1 � 3" P.V. OVER W.M. STA. 1+78 - -� --- R-1/4 W.M. TDP EL. 6.43 CORNER RIGHT OF WAY OF BLDG. jj T STA. 2+36 F.M. UNDER „jam TEL. F.M. TOP EL. 5.35 8 P.V., TOP TEL. EL. 6.25 Z R -33 TOP 122+00 123+00 EL. 5.53 124+00 I /I I w O 8" SAN. SEWER 8" SLEEVE STA. STA. 123+91 F.M. UNDER 123+48 TOP SAN. SEWER F.M. TOP TOP EL. 5.32 EL. 5.50 SAN. SEWER TOP EL. 6.40 NOTES: 1. ITALICIZED PRINTINrSHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION TO BE PRO- VIDED BY THE ENGINEER'S/CONTRACTOR'S SURVEYOR TO I.R.C.D.U.S. ON REPRODUCIBLE AS - BUILT SURVEY DRAWINGS; ALL ASBUILT SURVEYS TO BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A 3-1/2" WcGIn►eel-Schaffer, Inc. Professional Engineers MISCELLANEOUS DETAILS 170519th Place, Suite G-3 Vero Beach, Florida 32960 Construction Plans 772-770-4707 Collier Club Subdivision Phase III (fax) 772-770-4640 CA COMPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST. 2. BASELINE OF CONSTRUCTION AND STATIONING OF ITEMS TO BE ON THE CENTERLINE OF THE PIPE. 3. TOP OF PIPE ELEVATIONS AND STATIONING TO BE TYPED, LISTED, SEALED AND SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS. 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOSE EACH VALVE. 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. RECORD DRAWING � 8 SCALE: N.T.S. �/ EXAMPLE 3" BRONZE DIS ANCHORED IN CONC. POST 6" X 6" CONC. POST 16" WATER MAIN 3' COVER SIZE OF MAIN SERVICE DEPTH OF COVER z 1/8" DEEP LETTERS TO BE � CAST WITH 3" DIAMETER � BRONZE DISC AS MANU- FACTURED BY SHEIDOW BRONZE ° FINISHED GRADE :2 � SET POST IN CONCRETE 00 NOTES: 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. 2. MARKER TO BE USED AT ALL CANAL CROSSINGS AND AS DIRECTED BY I.R.C.D.U.S.. (7� PERMANENT LAND MARKER Q8 SCALE: N.T.S. 180' RETURN BEND STAINLESS STEEL INSECT SCREEN OFFSET WITH BENDS � AS REQUIRED MECHANICAL OR MASONRY SEAL REQUIRED AROUND PIPE I 3" D.I.P. DRILL OR THREAD OPENING AND WELD CONNECTION WOOD BACKSTOP REQUIRED � IF MASONRY SEAL IS USED � NEW STEEL CASING MAIN NOTES: 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. 2. SEE BLOCKING DETAIL ON JACK AND BORE DETAIL. JACK � 8 SCALE: N.T.S. DESIGNED SRM DATE 03-01-04 48 HOURS BEFORE DIGGING = CALL TOLL FREE DRAWN DPK DATE 04-05-04 � 1-800 -432-4770 CHECKED ESM/RJM DATE 00-00-00 SUNSHINE STATE ONE CALL APPROVED RJM DATE 00-00-00 UmNEE�oSCHAFFER OF FLOR/DA, INC. N0. BY REVISIONS DATE FILE NAME CLPH3-14-19.dwg 23 AND BORE 0000s5s2 Indian River County SCALE SHEET N0. NOV 242004 AS SHOWN 18 RICK JEL HIORI, P.E. DATE JOB N0. Florida FL G. NO: CASING VENT PARTIAL PLAN OPENING DIAMETER PLUS 2' LONG OPENING DIAMETER SIZE AND LOCATION TOP SLAB REINFORCING OF MANHOLE AS AREA OF 20 SQ. REQUIRED IN./FT. MIN. REINFORCED � 8" MIN. �-- WHERE CONDITIONS PERMIT CONCRETE WALL � � THE LOWEST POINT OF CON- _ / FLICT MAIN AT OR ABOVE I _ CENTERLINE OF GRAVITY 2' MAIN (TYP.) - 7tCASINGPIPE SHADED AREA EQUAL TO NEW UTILITY MAIN TWICE THE AREA OF THE MANHOLE) TYPE INSIDE i JA 00 I STORM SEWER OR OTHER � TYPE GRAVITY MAI EXISTING STORM � AS REQUIRED SEWER OR OTHER GROUT SLOPE TO AVOID TYPE GRAVITY STANDING WATER � MAIN MIN. BASE SLAB MINI- MUM STEEL AREA OF 20 SQ. IN./FT. :- SECTION NOTES: 1. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND ECONOMICS PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED BY I.R.C.D.U.S.. 2. CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING GRAVITY WASTEWATER SYSTEMS. CONFLICT MANHOLE � 8 SCALE: N.T.S. NOTE: A MINIMUM TEXT RIGHT OF WAY SIZE OF 1/8" SHALL BE RE - 8" PLUG 8" P.V., R-33 8" 90' BEND QUCRED ON ALL STA. 0+00 STA. 0+59 STA. 1+15 ASBUILT SURVEYS. TOP EL. 4.63 TOP EL. 4.40 TOP EL. 4.42 �j 8" MAIN 8" 45' BEND 1 -STA. 1+45 00#/ TOP EL. 4.89 8" 45 BEND 6 " W.M. STA. 1+61 F.M. UNDER W.M. TOP EL. 6.52 _ W/ENCASEMENT A.R.V. TAP W.M. TOP EL. 6.44 � STA. 1+68 BUILDING AIR RELEASE VALVE 1 � 3" P.V. OVER W.M. STA. 1+78 - -� --- R-1/4 W.M. TDP EL. 6.43 CORNER RIGHT OF WAY OF BLDG. jj T STA. 2+36 F.M. UNDER „jam TEL. F.M. TOP EL. 5.35 8 P.V., TOP TEL. EL. 6.25 Z R -33 TOP 122+00 123+00 EL. 5.53 124+00 I /I I w O 8" SAN. SEWER 8" SLEEVE STA. STA. 123+91 F.M. UNDER 123+48 TOP SAN. SEWER F.M. TOP TOP EL. 5.32 EL. 5.50 SAN. SEWER TOP EL. 6.40 NOTES: 1. ITALICIZED PRINTINrSHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION TO BE PRO- VIDED BY THE ENGINEER'S/CONTRACTOR'S SURVEYOR TO I.R.C.D.U.S. ON REPRODUCIBLE AS - BUILT SURVEY DRAWINGS; ALL ASBUILT SURVEYS TO BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A 3-1/2" WcGIn►eel-Schaffer, Inc. Professional Engineers MISCELLANEOUS DETAILS 170519th Place, Suite G-3 Vero Beach, Florida 32960 Construction Plans 772-770-4707 Collier Club Subdivision Phase III (fax) 772-770-4640 CA COMPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST. 2. BASELINE OF CONSTRUCTION AND STATIONING OF ITEMS TO BE ON THE CENTERLINE OF THE PIPE. 3. TOP OF PIPE ELEVATIONS AND STATIONING TO BE TYPED, LISTED, SEALED AND SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS. 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOSE EACH VALVE. 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. RECORD DRAWING � 8 SCALE: N.T.S. �/ EXAMPLE X947 l WN.01201.001 of 20 RQW CL ROW 5)' RIGHT OF WAY 25' 25' 1 5' 5' 2' 10' 10' 2' 5' 5' 2.0 2.�9° 6.09; % .........., 2.009. y 6-( ? _ ,...._ - 5' CONCRETE SIDEWALK 2' MIAMI CURB 8" STABILIZED SUBGRADE MINIMUM FBV 50 PSI f� 5' CONCRETE SIDEWALK \\-2' MIAMI CURB 1" TYPE 3 ASPHALT -6" COQUINA BASE OR APPROVED EQUAL SUBDIVISION STREETS 9 SCALE: N.T.S. 2'X2"X1 f4" GA( V. ---\ WITH 1/2" BOLT," "'7 00 6" O.C.• USE VIE.IGE ANCHOR WITH 3' MIN. EMBEDDED ON G)NCRETE / FACE NEW SKIMMER TOP ® EL. 18.0 i4� 7 1111 - ID 0 It EXIST SKIMMER 4'-10" _ TO BE REMOVED -- 1/2 OF 48" GAL CORRUCA TED Sl'_L P?PE (16 GA. WI "'-f 3"X1" OORRUGA "' •� PLAN TOOL EDGES TO 3/4" RADIUS � _ 4"-10" �I DECKING 4'-8 5/8" ELEV: 18.0 i - ELEV: 17.0 ELEV: 16.0 ELEV: 11.0 #4 BARS 0 12" 0. C. SECTION AA w 1 LONGITUDINAL CENTERLINE i I i i i i i i I i I I I I TOP ViEW GRATE ELEV. 22". 8-7/8" = t 22-1/4" 29-1/4" #4 BARS TOP & #5 BARS WITH #5 BAR EACH BOTTOM HOOKS, 6"C.C. CORNER BOTTOM FRAME #5 BARS WITH x POSITION #4 BARS HOOC.C..KBOTTOM - ' _ �� #4 BARS WITH 4 SIDES- --- - _�,� HOOKS, 4 C.C. A ` A - _ _ _ + I BOTTOM ® [C-4 A�� -j� -f� A #4 BARS 4-#4 i #4 BARS, TOP x ' CLOSED `f✓ _�� & BOTTOM STIRRUPS 8" C. C. #4 BARS (12" & OPENING CENTEREDF 24" LEGS) SAME 4 BARS oo TOP VIEW12" CON RETURN LOAPS TOP VIEW OPPOSITE 22" _ BRICK E� GRATE ELEV. 4 X .aa Z_ Q OPTIONAL KEY I OPTIONAL KEY -r ° f I a -ISL I (IN LIEU OF DOWELS) . (IN LIEU OF DOWELS) •.: D 22-1/4" 3'-6" OR 4'-0" 29-1/4" f BOTTOM OR RISER SEE NOTE 6 BELOW BOTTOM OR RISER TRANSVERSE LONGITUDINAL SECTION SECTION �- MODIFIED MiAMi CURB Fl- INLET GRATE 5' 5• _ TRANS. TRANS. EDGE OF CURB GUTTER FLOW LINE CURB PLAN + TRANSITION MIAMI CURB INLET TOP SCALE: NTS Imo- Z 5"X3" -1/2"X5/16" r I (22 SPACES 0 9/16- 23 BARS 0 1/4") Oce �0 STEEL GRATE 6" J 5'-4" 5'-3- 12" 5" STEEL DECKING, WEIGHT 630 LBS. MAiN BAR 5-X1/4- INTERMEDIATE "X1/4"INTERMEDIATE BARS 1-1/2"X1/4" RETiCULiNE BARS 1-1/4"X3/16" N #4 BARS ' 2„ 2 ®R.C.P. i ' SECTION BB MODIFIED CONTROL STRUCTURE 9 SCALE: N.T.S. /INDICATES AREA OF EXISTING STRUCTURE TO BE MODIFIED. 5/16" SECTION CC � r• Z 5"X3-1/2" SECTION DD MIN. I WALL 6" I�' 6" DIA. PVC (NOM.) ELEV: 16.E SCH 40 PVC PIPE 6" PIPE CONNECTION WITH NPT END 12" STANDARD RUST RESISTANT ROOF DRAIN (NPT CONN.) MIN. OPENING TO EQUAL 150% ON AREA OF PVC Q PIPE i3 CONTROL ORIFICE WITH o DEBRIS STRAINER STRAINER DETAIL CONSTRUCTION JOINTS PERMITTED BETWEEN THESE LIMITS -SEE INDEX NO. 201 FOR MINIMUM DIMENSIONS NOTES: 1. THESE INLETS MAY BE USED WITH ALT. B STRUCTURE BOTTOMS. A DESIGNED SRM DATE 03-01-04 48 HOURS BEFORE DIGGING CALL TOLL FREES/ DRAWN DPK DATE 04-05-04 1-800-43Z 4770 CHECKED ESM/RJM DATE 00-00-00 SUNSHINE STATE ONE CALL APPROVED RJM DATE 00-00-00 OF FLORIDA, INC. mmmommoir NO. BY REVISIONS DATE I FILE NAME CLPH3-14-19.dwg SECTION AA SECTION BB NOTES: 1. THE INLET GRATE IS SUITABLE FOR PEDESTRIAN AND BICYCLE TRAFFIC. 2. INLET TO BE LOCATED OUTSIDE PEDESTRIAN CROSSWALK WHERE PRACTICAL. 3. FOR STRUCTURE BOTTOMS SEE F.D.O.T. INDEX NO. 200. FOR SUPPLEMENTAL DETAILS SEE F.D.O.T. INDEX NO. 201. 4. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4" MINIMUM COVER UNLESS OTHERWISE SHOWN. TOPS SHALL BE EITHER CAST -IN-PLACE OR PRECAST CONCRETE. 5. FOR ALTERNATE B APPLICATIONS, TOP SLAB OPENINGS SHALL BE PLACED SUCH THAT 2 EDGES OF INLET FRAME WILL BE LOCATED DIRECTLY ABOVE THE BOTTOM. 6. WHEN USED ON A STRUCTURE WITH DIMENSIONS LARGER THAN THOSE DETAIL ABOVE AND 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. 7. FRAME MAY BE ADJUSTED WITH ONE TO SIX COURSES OF BRICK. 8. INLET AND GRATE DETAIL SHOWN IS U.S. FOUNDRY 5105 WITH APPROXIMATELY EQUAL OPENINGS WILL BE PERMITTED THAT SATISFY AASHTO H-20, LOADING. INLET AND GRATE SHALL BE CLASS 30 CASTINGS IN ACCORDANCE WITH ASTM A 48. 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,. (TYP.) _ I e - e q •- 4 00 -.d - - - '••••. _ °• a •a 4 - - 44 - a a = t 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. (7iiiiiii1 MODIFIED MIAMI CURB i SCALE: N.T.S. Iiiiiiiiiiiiii NOTES: 1. AFTER EACH STORM EVENT, THE SILT FENCE SHALL BE INSPECTED. SEDIMENT DEPOSITS SHALL BE REMOVED AND WASHOUTS/STRUCTURAL FAILURES SHALL BE REPAIRED IMMEDIATELY. 2. SPLICING OF FILTER FABRIC SHALL ONLY BE DONE AT SUPPORT POSTS WITH MiNIMUM OVERLAP OF 6". 3. SILT FENCES SHALL BE REMOVED ONLY AFTER DISTURBED AREAS HAVE BEEN STABILIZED WITH SOD OR SEED AND MULCH. -sVlnyl Sheathed EAW Steel Cable (9800 Lbs. Breaking Strength With Galvanized Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam Slotted PVC Connector Pipe Flotation (6" Dia. Equlv.) (12 Lbs. GEOTEXTILE SILT (Metal Collar Reinforced) Closed Cell Solid Plastic Foam Per Ft. Buoyancy) Post (Options 2" x 4" Or Flotation (8" Dia. Equiv.) (17 lbs. 21 Min. Dia. Wood; steel SCREEN STAPLE TO Per Ft. Buoyanc 6' Max. 1.33 Lbs/Ft. Min.) STAKES WITH MINIMUM WOODEN STAKES 1B Oz. Nylon Reinforced 1' OVERLAP C� ALL 1/2" x 1" x 4' MINIMUM �>Polypro Rope r PVC Fabric (300 psi ,Test) SEAMS ' �18 Oz. Nylon Reinforced o ` (600 Ib. Breakin a 10 0. C. & YI 18 Oz. Nylon Reinforced Stren th m PVC Fabric (300 psi Test PVC Fabric 300 psi Strength) a I Stress Plate �VGalvanized Chain ( p @ ALL SEAMS Test) With Lacing Gromme. 'Galvanized Cha o " BACKFILL TRENCH LO WITH CLEAN SAND TYPE NN TYPE °� I o Dr =5' Std. (Single Panel For Depths 5' or Less), o" -s� OVER SILT SCREEN D2-5' Std. (Additional Panel For Dep�hs 5'). �^ N Curtain To Reach Bottom Up To Depths Of 10 Feet. STMED TURBIYITY BAWER Two(2) Panels To Be Used For Depths Greater Than 10 Feet Unless Special Depth Curtains Specifically Called RUNOFF FROM For In The Plana Or As Determined By The Engineer. NOTICE: COMPONENTS OF TYPES - AND "" MAY BE SIMILAR OR IDENTICAL CONSTRUCTION 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. I •' FLOATING TURBIDITY BARRIERS TRENCH, 4" x 4" MINIMUM LEGEND ��a oo ru• Pile Locations Proposed Toe Of Slope l c ® Dredge Or FlII Area J ++ O a Mooring Buoy w/Anchor t� Existing i k ^ fr Causeway \ -i Anchor k Barrier Movement Due _ To Current Action Shore Line 100 �� eat (YP`Oo\ T Cal C'm Shore Line imits Of Const. Current Limits Of Cons . Shore Line /r, Structure Alignment • • �• Turbidity Barriers Note: NOTES: Turbidity barriers for flowing streams and tidal 1. Turbidity barriers are to be used In all permanent bodies of water regardless of water depth. creeks may be either floating, or staked types or any combinations of types that will suit site 2. Number and spacing of anchors dependent on current velocities. conditions and meet erosion control and water quality requirements. The barrier type(s) will 3. Deployment of barrier around pile locations may vary to accommodate construction operations. be at the Contractors option unless otherwise specified in the plans, however payment will 4. Navigation may require segmenting barrier during construction operations. be under the pay items) established in the plans for Floating Turbidity Barrier and/or 5. For additional information see Section 104 of the Standard Specifications. Staked Turbidity Barrier. Posts in staked turbidity barriers to be installed in vertical position unless otherwise directed by the Engineer. TURBIDITY BARRIER APPLICATIONS TURBIDITY BARRIERS 9 SCALE: N.T.S. 9 SCALE: N.T.S. GENERAL NOTES 1. Floating turbidity barriers are to be paid for under the contract unit price for Floating Turbidity Barrier, LF. 2. Staked turbidity barriers are to be paid for under the contract unit price for Staked Turbidity Barrier, LF. WCG)iVeel-Schaffer, Professional Engineeersre MISCELLANEOUS DETAILS w(oci 170519th Place, Suite G-3 Construction Plans Vero Beach, Rorida 32960 772-770-4707 Collier Club Subdivision Phase III ML S ran;vm SCHAFFER (fay) 772-770-4640 CA OOOMM2 Indian River County Florida FL. SILT FENCE - Jl./1LL Jnttl rvV. - NOV 2 4 2004 AS SHOWN JOB N0. 19 6G. ME 1•ilORl, P.E. DATEEME WN.01201.001 of 20 PROPERTY LINE ( 25' SETBACK ,r I I ( I ff-el�,&l47i1 25' NATURAL UPLAND BUFFER Hypericum fasciculatum Crinum americanum Lachnanthes caroliniana Spartina bakeri Rhynchospora spp. PLANTINGS SHALL BE ON 3 -FOOT CENTERS ( l I, 5' 68' f - I Spartina , Hypericum fasciculatum �r I Bakeri I I SEASONAL POOL ( ( I 20.3 I I NORMAL POOL — 19.3 m THE INNER CORE SHALL BE PLANTED WITH A RELATIVELY HIGH PERCENTAGE OF Panicum hemitomon. PLANTINGS SHALL BE ON 3 -FOOT CENTERS 134'± Panicum hemitumum Hypericum fasciculatum Crinum americanum Lachnanthes caroliniana Spartina bakeri Rhynchospora spp. PLANTINGS SHALL BE ON 3 -FOOT CENTERS I \1,5 68' 1 �I Hypericum fasciculatum i Spartinaf 1 Bak Ci 25' NATURAL UPLAND BUFFER SEASONAL POOL 1 20.3 I I I — IINDICATES EXISTING GRADE — — — — — — — — — — — — — — — — — — — — — — — - L-- — — '18.14 MIN Profile A -A N.T.S. FINAL PLANTING TO BE DEVELOPED BY: B.K.I., INC. CONSULTING ECOLOGISTS IN COORDINATION WITH S.J.R.W.M.D. 140TS CONSTRUCTION OF WETLAND AREAS SHALL BE ACCESSED ONLY AT EASEMENT LOCATION INDICATED. REMAINING EXISTING UPLAND BUFFER SHALL NOT BE DISTURBED DURING CONSTRUCTION PROCESS. Profile B -B HORIZ: I" = 50' VERT: 1 " = 5' DESIGNED SRM DATE 03-01-04 WCGjNeel-Schaffer, Inc. Outfall Structure Serving Wetland Tract 'ISI' W NOV 2 4 2004 48 HOURS BEFORE DIGGING I y; SCALE SHEET NO. CALL TOLL FREE I DRAWN DPK DATE 04-05-04 Professional Engineers g _ Vero Beth Place, Suite 6 Construction Plans AS NOTED 20 1-800-432-4770 � CHECKED ESM/RJM DATE oo—oo—oo � � _ Vero Beach, Florida 32960 .,. SUNSHINE STATE ONE CALL I APPROVED RJM DATE 00-00-00 uAC 772-770-4707 Collier Club Subdivision Phase III RICK J SEL IORI, f .E. DATE' JOB N0. OF FLORIDA, INC. NEEI.oSCHAFFER (fax) 772-770-4640 � N0. BY REVISIONS DATE FILE NAME CLPH3-20.dwg CA 00Q0 582 Indian River County Florida FL. R NO: 48947 WN.01201.001 of 20