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HomeMy WebLinkAbout2001 - Phase II & III Construction Plansn Construction Collier Club Phases Plans 0 0 0 IVISI SECTION 29, FLEMING GRANT, CITY OF SEBASTIAN INDIAN RIVER COUNTY. FLORIDA LOCATION MAP Managed and Developed By: OnSite Engineering By: Real Estate Management & Development 1999 Pointe West Drive, Vero Beach, FI 32966 FAX: (561) 794-9916 'WVVW ONS17 EMGMT COM (561) 794-4577 I on " SHEET INDEX- 1 GENERAL NOTES 2 EXISTING CONDITIONS EROSION CONTROL_ PLAN 3 PRELIMINARY PLAT 4 MASTER DRAINAGE PLAN 5 MASTER UTILITY PLAN 6 MASTER ROAEDWAY PLAN 7 GRADING PLAN 8 PLAN / PROFILE 9 PLAN ,` PR(OFIL_E 10 PLAN PROFILE 11 PL_AN PROFIL_E 12 PL-AN / PROFILE 13 DRAINAGE PROF11 ES 14 DRAINAGE PROFIL-ES 15 MITIGATKDN PLANTING SCHEME 16 BRIDGE PLAN 17 BRIDGE PLAN (N(DT 1SSUECD) 18 BRIDGE PLAN (N(DT ISSUED) 19 LIFT STATION DETAILS 20 WATER / SEWER OETAILS 21 WATER / SEWER DETAILS 22 WATER / SEWER DETAILS 23 WATER / SEWER DETAILS 24 WATER / SEWER DETAILS 25 WATER / SEWER DETAILS 26 PAVING / DRAINAGE DETAILS Triad International Consultants, LLC 2145 14th Avenue, Ste 24 Phone: (561) 770-4707 VERO BEACH, FL 32963 Fax: (561.) 770-4640 Architecture - Engineering - Environmental Science RICK J. MELD FLORIDA REG.: ISSUED: i F-z � ev., N DATE June 26, 2001 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 ESTTRATION AS DIRECTED BY OWNER'S REPRESENTATIVE, 14. FORCE MAIN SEWER PIPE FITTING SHALL BE OF DUCTILE IRON, MECHANICAL JOINT, POLYBOARD COATED IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH ANSI A21.10 AND A21.11. EROSION CONTROL NOTES 1. ALL EROSION CONTROL MEASURES SHALL BE IN FULL CONFORMANCE WITH ALL APPLICABLE SJRWMD PERMITS AND REGULATIONS. 2. ALL EROSION CONTROL DEVICES SHALL BE PER CURRENT FDOT STANDARD INDEX #102 AND #103. 3. AS A MINIMUM, ALL EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL VEGETATIVE COVER IS REESTABLISHED IN THE UPLAND CONTRIBUTING DRAINAGE AREA. 4. CONTRACTOR SHALL UTILIZE BALED HAY AND OR SILT BARRIERS AS APPROPRIATE AT ALL CONTROL STRUCTURE AND OUTFALL CULVERT INSTALLATIONS. 5. THROUGHOUT THE CONSTRUCTION OF THE SITE THE CONTRACTOR SHALL UTILIZE BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TRANSPORT OF SEDIMENTS INTO PRESERVED WETLANDS AND DOWNSTREAM RECEIVING WATERS. 6. ALL DISTURBED AREAS ABOVE NORMAL WATER LEVELS) UNLESS OTHERWISE NOTED HEREIN, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS OF FINAL GRADING. UNLESS OTHERWISE NOTED, ALL SLOPES STEEPER THAN 4:1 SHALL BE SODDED 7. CONTRACTOR MAY MODIFY DEWATERING SEDIMENTATION CONTROL PLAN BASED ON SPECIFIC CONSTRUCTION METHODS. ALL MODIFICATIONS MUST BE APPROVED BY BOTH THE PROJECT ENGINEER OR HIS ASSIGNED REPRESENTATIVE AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. DESIGN SPEED 1. THE INTERNAL ROADWAY DESIGN SPEED IS 35 mph. WATER DISTR1BUTKON 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 SHAH BE CEMENT - MORTAR LINED, CLASS 50 MECHANICAL OR PUSH -ON JOINT AND SHALL MEET ALL THE REQUIREMENTS OF THE FOLLOWING ANSI/AWWA C 104/A.21.4; ANSI/AWWA C 111 /A 21.11 (FOR RUBBER GASKET JOINTS); ANSI/AWWA C 150/21.50 (FOR THICKNESS DESIGN) AND ANSI/AWWA C 151/A 21.51 (FOR D.I.P. MOLDS). 3. FITTINGS FOR P.V.C. PRESSURE PIPE AND D.I.P. SHALL BE OF DUCTILE IRON, MECHANICAL JOINT, CEMENT MORTAR LINED IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH ANSI/AWWA C 110/A21.10 AND C 111 /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 360 . 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 days 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 form the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not 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. 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 outfoll 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 sewer 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 otherwise treated to remove sediment. 12. Before temporary or newly constructed stormwater 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. CONSTRUCTION IN STREETS, ROAD RICaHTS - OF - WAY and 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. B. 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 SMALL 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. 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) Restabilization shall be accomplished in accordance with these regulations. 15. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface. Where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land -disturbing activities. 16. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 17. Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion. 18. Phased projects should be cleared 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. 48 HOURS BEFORE - DIGGING C&L nXL FREE 1-800-432-4770 SUNWiM STATEONEC4U OF FLORV, nr- _ TO --- - - - - ,0'448947 - - RICK J. MELCHIORI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Managed and Developed By: Engineering By: PROJECT NUMBER 00-002 Construction Plans ! PAW PAW RJM SHT 1 Q�'LSite Real EstateManagemont&Development Triad International Consultants, LLCGeneral Notes ���,,,///00-002 (5st} �9a 4577 2145 14th Avenue, Suite 24 (561) 770-4640 FAX DATE SCALE APPROVED FIELD BOOK/PAGE= "COLLIER GpLLI E R CLUB SUBDIVISION" Vero Beach,. Florida 32960 (561) 770-4707 SHEET OF ER No. 0007936 AA No. 0003147 R E \' ,� DATE ' DESCRIPTION B Y 1999 Pointe West Drive: Vero Beach, FI 3296ti , . _ 3-9-01 N.T.S. RJM ( Phases II A & IL B ) { > _ _ FAX: 561 794-ss, s 1 2 6 .G»�T�.�"-� �r �- h�}�-c t��;re Engineering Environmental Science A 4�EBASTIA GOLF LOUR`N +5008'32"E 3089-9, 0 C1 ♦ INSTALL SILT FENCE ALONG COLLIER INSTALL SILT FENCE CREEK AS SHOWN ON THESE ENGINEERING PLANS ALONG SCRUB JAY PRESERVE A AND PRESERVED WETLAND AREA h. �y A,PHASE A R A A, - SCRUB JAY PRESERVE �0 2 ��',�` �`' e�' ,� �� \�s qc, 10.65 ACRES i_k ♦ % .1 1� 0\ ON I �, 1�, �� �� 7A PHASE �q�� INSTALL TURBIDITY BARRIERS ON EACH SIDE OF PROPOSED BRIDGE R A 0 YQA) 0 NN N,_ V I�J North N, — - ---------- ks) • 100 200'),(200* SETTLEMENT POEXISTING WETLAND TO BE PRESERVED ND, fo 2 0 0 r r-1 7 P et z Q4 'N r 5'. % v, C�' HAY BALF. FILTRATION BARPiER ? E f E "IJ j I 0 41, lib 4 (�T Cc\ S.M. TRACT 'B' 4 4 EXISTING GRIADE_ w` i�— PHASE 'Id", 3.0' BELOW EXISTING %%% Iff B GRADE U U) w� Alt, SECTION A -A 1)Qj _-N IN J SCALE 1. \ I • 4, S E BASTfA HIGHLANA 0 PLAT BOOK 5, PAGE 14 I DESIGNED DRAWN CHECKED FILE NAME 00-002 Constrution PlansPAW -PAW RJM SHT__2 Existing Conditions + Erosion Control DATE SCALE APPROVED FIELD BOOK/PAGE "COLLIER CLUB SUBDIVISION" 4-10-01 REVISIONS PER ST JOHNS RIVER WATER MANAGEMENT ESM REV DATE DESCRIPTION e 3-9-01 1'"=100' RJM Phases II & II -7 "e 9 1 .,q 1'b 0) Ld 00 V) A_ 1&0 tv 1?; 4 48 HOURS BEFORE DIGGING J,- • CAU TOU FREr 1-800-432-4770 SUNSHM STALE OW CAU Cl OF FLORM M. FHASO,�� N 45-081Z-,`,E 3q89-?Wj 48947 13Z It B RICK J. MELCHIORI 14. s Fla. Reg. No. Managed and Developed By: Engineering By: PROJECT NUMBER Real Estate Managernent Development Triad International Consultants, LLC 00-002 Site (561) 794-4577 2145 14th Avenue, Suite 24 (561) 770-4640 FAX Vero Beach, Florida 32960 (561) 770-4707 SHEET OF EB No. 0007936 AA No. 0003147 1999 Pointe West Drive, Vern Bea&. Fl 32966 FAX (561) 794-9916 Engineering Environmental Science wwEMGwT com Architecture. 2 *A" 26 C -0 SEBASTIAN GOLF COURSE PHASE It A N 45'08'32"E 3089.95' »3 8 159 j 100 1 t' 70 00' 70 00' 70.00 /U.Uu /U vu fU uu fu.uu iu uu vi wy Yo.v. t Lot 147 0` 1 f c. Lot Lot 7,978 sgJt. o,� 124.22' Lot 157 0 Lot 0 Lot Lot 0 Lot 0 0 Lot o Lot 0156 o Loto 148 0 2t,351 ft0 O 11,297 sq.ft, o q 155 o 154 o 153 0 152 6 151 0 150 0 149 0 Lot 146 8,656 sq.ft. 7� ° M . t0,415 sq.ft. 1 ?g s 8,750 s ft. q 8,750 sq.ft- q 8,750 ft. sq 8,750 s ft. q 8,750 s it q 8,750 s ft. q 8,750 sq -ft, 43.77' Lot 158 36 �4 12,715 sq.ft. 20.30' &2.5 92• 48.26' 70.00' 70.00' 70.00' 70.00' 70 00' 70 00' 70.00' �qy0 29.55' �^ \\ } a Lot 145 9,118 1 }1 sq.ft. 2 3.50 -- ---- Lot o, 10,744 sq.ft. 10' ACCESS/ �s 016 / 73 40' 6 \ MAJNTENANCE EASEMENT o Lot 160 tk i o S 10,037 sq. ft.,, > ,y� 61 C oo. Lot 161 �. 12,342 sq.ft. 06 Lot 144 9,498 sq.ft SCRUB JAY PRESERVE 170 sq-f 26t. �� o\ 10.65 ACRES Lot 143 ` 12500 9,423 sq.ft. o 154.67' sa 10' DRAINAGE Lot 171 00 0 1 a (1 Tract D' `Ar_ EASEMENT 8,750 sq.ft Lot Lot 162 \ 0 9,328 sq. f t. 9.800 sq.ft. \ �� 12,619 sq.ft. 10' DRAINAGE c „5p0 i EASEMENT o Lot 172 Lot 163 / �2`�' o• 8,750 sq.ft. \ Lot 141 / ® 9,627 sq.ft. y Lot 197 o 8 750 sq ft., O p4 \ 8,558 sq.ft > 0> o• ,25' G 95 i o c 1 55.00 70.00' 70.00' 70 00' 1 1 70.00' 70.00' Lot 0 Lot o Lot 0 I� Lot o Lot g Lot g 164 vi 165 o 166 un 167 v 168 u) 169 Lot C4 N �J N N N 11,6 o 10,187 sq.ft. 8,750 sgft 8,750 sq.ft 8,750 sq.ft.' }8,750 sq.ft I 8,750 sq.ft- 73 97' 70 00' 70.00' 70.00' 70.00' 70.00' 0°0 00. 11 s1 9, Lot 173 `C 8,750 sq.ft Lot 196 Lot 140 8,750 sq ft. 0 p` 8,684 sq.ft. \ Lot 174 0 0 2 0\ Tract 0' L 8,750 sq.ft Let i 95 139 -- Lot 113 8,750 sq.ft. �� } 8 67 --- �� 10.581 sq.ft. 0 5 0 \ Lot sq.ft. a, . o o 0 0. Lot 175-A Lot 1j �' �• > Lot 194 8,750 sq.ft. \ Lot 138 \ Lot 114 \ 8,750 sq ft 9,195 sq.ft. / > 8,736 sq.ft \ ` 2hGP 'V ��j 00 124 V �' t 52 Bp J C 50 O O. Oo Vl p Lot 193�i� Lot 176 0. Lot 137 /♦ %n //nn oC. Lot 1 15 CC > 8.750 sq. t. 0 8,750 sq.ft. , \ 11,476 sq.ft. �, ' ♦ ``?/ v� > 8.750 sq.ft. O 126p0 O� o. C oC• \ Lot 192 Lot 177 n. \ Lot 136 Lot 1 1 6 8,750 sq A8.684 sq.ft. 12,218 sq ft /♦ \\ )J 8,750 sq.ft �.°C &� \ \ Tract M' 7 L191 Lot 178 Lot 13 n O ot % '� `. Lot 117 \ 8,750 sq ft , 8,670 sq ft 10,523 sq ft \ 8,750 sq it. \ C 00 w 00 r' �• , JO o \ oo , �5 C 7+ \c. 2g. ?j>. J9. �3� y o 10' ACCESS/ 2 0. Lot 190 �9s� O L 't 179 n_ MAINTENANCE ,. /1 Lot 118 \ 8.750 sq.ft. y'A 850 sq.ft. ° Lot 134 \EASEMENT \v/ V 10' DRAINAGE F'9� r 9.160 sgft. < \J 8.750 sq.ft �'.0\ 0 0 /� EASEMENT Z�29c `i O0. `? 0 Lot 180 "•. i i i o � � �.__�'� i Lot 189 9.849 sq ft i s Q Lot 119 8.750 sq ft: Lot 133 8,750 sq.ft o Op �> �5 9,433 sq.ft / `a 0DO Lot 188 >> Lot 120 8,750 sq ft �t�POE b.b ' z d1 �. \ I u b Phase 1 8,750 sq.ft O ORpr . Lot o. 8 750 s172 ft 0 � \ , 0 00 oo. 260 v i,E�� Lot 1 81 0 O - �0 1 1 , o,_ N, \ `� r. f 0 L`�' C\ O. o+ 11,267 sq ft o v) P��T BGf �K PA�,� 6 �2 18� N o. Lot 187 1 . 66'10,197 sq.ft Q'• Lot 121 8.750 sq ft, Lot D / 8.750 sq.ft O 00 b,, 183 r. ` , Let 1 31 °/ S p O �2y' �� �- 13,060 sq.ft. A.-) % 1 s Lot \ �� .359 sq.ft. 53 g0 > Lot ' 186 9. 184 sq.ft \ m. 6� y9 , , p- ,i 1/� Lot 122 9,162 sq.ft. \ i �! 8,750 sq.ft. > �r \ \ o ° ` �, L \ 0 73` o p0 O \ a I 3 Lot 40 9' �� p9 Zg. a. \ e- J° "` d Sq \ , g 787 s it. S Let q 6 a) CONTROL All) 245 00 ° Lot 1 85 0. 100055L 9 STRUCTURE/ 10,942 sq.ft. Lot 123 s 9,908 sq.ft. O Lot 130 6'- y. / 56.8 9a 8,769 sq ft. \ r q0� 9,742 sq.ft. Lot / s' 5hs� 7 h 3 �' S ,O / Lot O�. \ 62 i S 10,460 sq.ft ^° to DRAINAGE Let 241 10 O h � ' "' SEMENT 244 00 2 3 66 10 \ o _Let 11,184 sq.ft- // 129 �' \ ^V / � 243 � % 1 Lot 124 \ % i \�r' 8.586 s ft Lot 231 \ 'OS �42 00 Lot q \ J 10,279 sq.ft. 10,547 s .ft n" 8,$56 sq ft. �0 128 \ v r 9,628 sgAt. \ ? sq,ft ms g '� 6 �� 8,750 sq.f � a 00 6��4 �0 �, g0 0, 6 y. 2 �, gG Lot o 2Q 1�0 \ f0 / O y♦ rn ° 127 0. y0 3s S 32 • 105 32' Lot 1 25 ° c'3 8,750 sq.ft s ' Lot 232 rn - ----- - Lot 246 DESIGNED 6-22-01 REVISIE SITE DATA ADD LOT TO SOUTH PAW PAW 6-19-01 REVISIONS PER ST. JOHNS RIVER WATER MANAGEMENT E5M DATE 4-10-01 REV / DATE REVISIONS PER ST. JOHNS RIVER WATER MANAGEMENT 1 DESCRIPTION ESM B r 3-9-01 n Y 9.262 sq.ft. 1Lot 26 O 109.792 sq.ftc� 3� - \ 10,288 sq ft �9,775 sq.ft. 9 99 �0 Lot 233 /f 63'Sa'37 ,2600 0` 10' >, 9,792 s ft., , 63. 63 3a O' R. o O e r 10' DRAINAGE EASEMENT q• 0 34' 63.3a' o ' Lot 198 O• ` \ i. ' 7 Lot Lot 247 8,768 sq.ft p�a� ! a� / 234 a Lot 8,750 sq.ft. i 0 10' DRAINAGE EASEMENT DRAWN CHECKED FILE NAME 00-002 PAW RJM SHT 3 SCALE APPROVED FIELD BOOK/PACE 1n=100' RJM 00 \ y. s / % 9,792 sq ft o s Lot Lot a op9 i b Lot 230 O>, 23 0 236 0 237 9,480 sq.ft. 9,792 sq.ftp 9.792 sq ft 69,792 sq.ft. 1� �] Lot 199 G' \ \ `, 0 00 10' DRAINAGE EASEMENT 8g \ Lot 248 e+n ♦(\ 8,750 sq.ff \ \\\\ o'- 125 0> F © 6' 9,024 sq ft. 89.G7' 766 50 %E`er �' 125�0 89 Lot 229 o z o. o \ 9,533 sq.ft. 10' Co DRAINAGE EASEMENT (< / Lot 200 �' `r Op Lot 249 0 8,388 sq.ft. \ , �- �2� ''�, STORMWATER MANAGEMENT TRACT 'B' Lot 238 ~� ` 01 9,36s sq -ft 0' j25'9 �`' \ Lot 228 2.77 ACRES 10' DRAINAGE EASEMENT 9.920 sq.ft. 1250Lot 101 9,407 sq.ft. S� W 8 97' cp 9,272 sq.ft. ��� 1ti�3j / s0. 12 a Lot 250 v rp 1 L' 9.089 sq.ft- 2 dot 227 �2 a Lot 239 w }, 6O' 10' DRAINAGE EASEMENT 0 9.407 sq.ft.ap 10,026 sq.ft. rn 125 00' Lot 202 9� 1� Lot 226 % / 62 sp 10' DRAINAGE EASEMENT 123,84' 10.503 sq.ft. O 6>• 9,407 sq.ft.- \ 62 Lot 251 "' 1 0, q / / 60' 70.00' 86.9 T' - cY 72.46' 7p.00' 70.00' 00 0 (P 8,754 sq.ft Ocp , u g0' a' �� of 225. o. 1 9,407 sq ft 125.00' Lot 203 86 �� vi Lot o Lot 0 Lot 0 Lot Lot 0 Lot 0 Lot o / // ^ 24 0 223 0 222 9 221 Q 220 9 219 9 218 0 12,056 sq.ft. 9,407 sq.ft.10 n v' Lot 252 10' ACCESS/ / / N 9,780 sq 4a 8,750 sq.ft.c4 8,750 sq.ft.ca 750 sq.ft.N 8,750 sq.fi.� 10,769 sq.ft. o p MAINTENANCE 1t 9,676 sq.ft - 1 � / I o q � 1 86 fi> EASEMENT 86.67' 83.42' 70,00' 70.00' 70.00' 70.00' 1 6224 �� ! 100.00' � Lot 204 \� �- N rn 1 1,968 sq.ft S7 �/ 36.8 35. u 64.---------- - --- -- ----- 100.03' 72• 71.41' 70.00' 70.00' 70.00' 70.00' 70 00' 70.00' 70.00' 70,00' 1 Pi I W DRAINAGE EASEMENT FOR PIPE MAINTENANCE Lot Lot 205 / / 207 Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot 1 22,147 sq.ft. �� Lot N 208 6 209 0 /? 210 211 21.2 213 2 14 215 216 217 l 50' ACCESS, DRAINAGE - 206 0 0 0 cy 4,597 -5%ft. o vi 1i AND UTILITY EASEMENT /20,832 ^ ^ 0 12,250 sq.fto 0 12,250 sq.ft o 12,250 sq.ft 0 12,250 sq-ft.,�., p 12,250 sq ft,,, ^ 2 0 12,�50 sq.fty� ^ 0 12,250 sq.ft ^ 0 12,250 sq.fti° ^ sq.ft. 14,721 sq.ft 14,981 sgft•- r ^ ^ ^ / X 85.00• I 111.89' 71 64' 91 46' 97.15' ?�-00' 70 C C' %0.00 70.OG 70.00 70 00' 70,00' 7C.00` 'COL SEBASTIAN HIGH LAN CAS PLAT BOOK 5, PAGE 14 Construction Plans Preliminary Plat LIER CLUB SUBDIVISION" ( Phases IIA & ILB PHASE 11B Managed and Developed By: vJ iVl.i Real Estate Management & Oevetopmert (561) 794-4577 1999 Pointe West Drive, Vero Beach, FI 32966 FAX: (561) 794-9916 ONWFVC� zxw SITE INFORMATION SITE DATA TOTAL SI' E SITE AREA = 2,917,265 s.f. 68.97 Ac. NUMBER OF LOTS = 141 DENSITY = 141 DU / 66.97 AC = 2.11 DU/ACRE REQUIRED OPEN SPACE - 1,453,161 s.f. - 33.36 Ac. PROPOSED OPEN SPACE LOT AREAS ® 40% (max) = 613,890 s.f. = 14.09 Ac. LAKE AREAS ® 30% (max) = 82,328 s.f. = 1.89 Ac. (TO WATERS EDGE) PRIVATELY OWNED IMPERV. AREA = 60,951 s.f. = 1.40 Ac. O 10% (max) TRACTS 'F', 'N', V. '0', V. 'L' - 320,660 s.f. - 7.36 Ac. SCRUB JAY PRESERVE = 463,914 s.f. = 10.65 Ac. TOTAL PROVIDED = 1,541.743 s.f. = 35.39 Ac. PHASE II -A SITE AREA - 1,995,04-8 SF = 45.80 Ac = 69.00% DENSITY = 85 DU/ 45.80 AC = 1.86 DU/ACRE PHASE II-6 SITE AREA = 922,217 SF = 21.17 Ac - 31,00% DENSITY = 56 DU/ 20.92 AC = 2.65 DU/ACRE 8E'1<BACKS FRONT 10 FEET -SIDE LOAD GARAGE, 20 FEET -FRONT LOAD SIDE 7.5 FEET • REAR 25 FEET MAXIMUM BLDG. COVERAGE 30% MINIMUM OPEN SPACE 409E WANEM - 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' ZC*&40 RS-10 LAND USE L-D SURVEYOR DAVID M. JONES 2345 14th AVENUE VERO BEACH, FL 32960 (561) 567-9875 ACIENT ONSITE MANAGEMENT GROUP 1999 POINTE WEST DRIVE VERO BEACH, FL 32966 (501) 794-9916 THE SOIL TYPES AS DETERMINED BY THE SOIL SURVEY OF INDIAN RIVER COUNTY, FLORIDA FOR THE YEAR 1984 ARE: RIVIERA FINE SAND WINDER FINE SAND BOCA FINE SAND FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'AE', 'X' PER F.I.R.M. PANEL No.120610076E, DATED MAY 4, 1989. FLOOD HAZARD W 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. MFOA TS RE Xfil:1 D CITY OF SEBASTIAN PLANNED DEVELOPMENT CITY OF SEBAASTUW CONCURRENC'Y PERMIT INDIAN RIVER COUNTY UTILITIES S.J.R.W.M.D. ENVIRONMENTAL RESOURCES PERMIT D.E.P. WATER MAIN D.E.P. SANITARY SEWER WATER SOURCE EXISTING 10" PVC WATER MAIN PER INDIAN RIVER COUNTY UTILITIES SEWER SOURCE 8" SANITARY SEWER PER INDIAN RIVER COUNTY UTILITIES TRANSFER STATEWSYT PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN WRITING, ON A FORM ACCEPTABLE TO THE COUNTY ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL 8Ct-MULE START CONSTRUCTION: MARCH 2O00 END CONSTRUCTION: MARCH, 2002 TRACTS TRACT D = RECREATION AREA TRACTS K,L,M,N,O= CONSERVATION AREA NOTE: -- CONSTRUCTION OF WETLAND AREAS SHALL BE ACCESSED ONLY AT EASEMENT LOCATION INDICATED. REMAINING EXISTING UPLAND BUFFER SHALL NOT BE DISTURBED DURING CONSTRUCTION PROCESS. N 48 HOURS BEFORE DIGGING CALL TUI FREE 1-800 -432 4770 SUNSNl1NE STATE ONE CALL OF FLOtRCK INC. uN t "I 1111111rJ5 ------------------- - - - - -- - - -- RICK J, MELCHICIRI Fla. Reg. No. Engineering By: PROJECT NUMBER' Triad International Consultants, LLC 00_002 2145 14th Avenue, Suite 24 Vero Beach, Florida 32960 1�561) 770-4640 FAX (561) 770-4707 - - - ---- - SHEET ` EB No. 0007936 AA No. 0003147 3 26 Architecture - Engineering - Environmental Science SEBASTIAN GOLF COUR'_-'-_,E rQ LD PHASE HA Lot 1_57 Lot Lot Lot 147 156 Lot Lot Lot Lot Lot Lot Lot 148 If 155 154 153 152 151 150 149 Lot 146 Lot 145 1 Lot 159 J1 Lot 144 L,--) t Lot Lot Lot Lot Lot 0 C, t 60 170 164 165 166 167 168 169 Lot Lot 161 Lot 143 Lot 171 Lot 1 F, Trod Lot 1 42 Q� RAI Is NT Lot 163 L 197 Lot 1 12 Lot 141 Lot 173 ks) Lot 196 �1\ Lot 140 0 Lot 174 C t 0, Lot 195 ,, " '. I Lot 113 7>1 Lot 1.94 Lo* 1,75 ot t 138 z z L, 1 14 L-C', Of -76 193 Lot 1 Lot I is Lot 1 37 _,Dt 192 -7- Lot A Tract M, 0 Lct 191 OX --Lot I Lot I + Lot. /9 Lot 190, t 1 1 134 AR4CE ENT �� � `� Cod .. _ ... ,_ ram' � _ `�> _t , V, I A S, -T\0RMWATER MANAGEME4T_ 'TRACT `9' CD X 2.77 ACRES 00. t t 0 w Lit 4r 50' ACCESS, DRAINAGE AND UTILITY EASEMENT Q Lot 205 So Lot Lot 207 Lot Lot Lot Lot Lot Lot Lot Lot Lo of Lot 206 208 21 0 9 210 211 21,I 213 214 215 216 217 48 HOURS BEFOW NG OUTFACE 1-8#X374,770 S106NM $rA7E OW 04U OF FLORCK W. PHASE__] SEBASTIAN HIGHLANDS PLAT BOOK 55, PAGE 14 It R DESIGNED DRAWN CHECKED FILE NAME Construction Plans Managed and Developed By: Engineering By: PROJECT NUMBER PAW PAW RJM 00-002 SHT-4 Master Drainage Layout F 1 Site Real Estate Management Development 1. Triad International Consultants, LLC 00 -002 2145 14th Avenue, Suite 24 (561) 770-4640 FAX DATE SCALE APPROVED FIELD BOOK/PA,,E SHEET OF "COLLIER CLUB SUBDIVISION" (561) 794-4577 1 Vero Beach, Florida 3'IQ60 (561) 770-4707 EB No. CI007916 AA No, 000,3147 A 6/20/01 REVISE LOT CONFIGURATION PAW 3-9-01 1"=100' RJM ][[A 1][B 1999 Pointe West Drive, Vero Beach, Fl 32W FAX: (-%1) 794-9916 4 26--1 RE,/ / DATE DESCRIPTION B I I Phases & o-wTE.aw c - am Architecture Engineering Environmental Science "SEBASTIAN GOLF COURSE RIV. Lo 157 Lot 156 Lot Lot 155 154 Lot Lo 1 Y57 Lot 159 Lot 160 Tract )�. L o t 161 Lot 147 Lot 746 it Lot 1 4 5 41 144 Lot Lot Lot Lot Lot Lot Lot 164 165 166 167 168 169 Lot 170 Lot 143 LA 11 7 1 Lot 162 Tract L,Lot 142 172 Lot 163 Lot197 Lot 141 '/ , L4- 173 L c, t 11 9 6 V Lot '140 0 Lot I T t U Lot 19" 1 71\ Lot 139 4 Lot 175 IZ 1_� Lot 1,94 ZLot 1 4 Lot 138 193 Lot i 61 Lc t Lot 137 01, Lot 9 Lot 1 77 Lot 136 CONNECT TO EXISTING 6 10-0 WATER MAIN Tract M, ti/ t 11Lot 191 Lot 17 1-"t 135 7 4�1 Lot Lot Lot Lot Lot Lot 148 153 152 1 151 150 149 1 T. Lot 11 90 Lot 179 L,c t I L,�t 4 Lot 1 59 Lot 180 Lc, 133 y� � � 't` � � � Cod 0) Lit S Dt \ ., k - Lr,+ t I" 7 Lct t 1 L? t V Lot Lot 24' L -�t 3 C-1 LC t _'4 4 Lot ..'d ��' \� nr /� j., tom; f Lot 12 Z L 0 L.,t Zl__ Lot 246 84 % S 747 Lot L(-,t % -7 k (�4 fv, % STORPAWATER MANAGEMENT TRACT B, 2.77 ACRES A Lot ANCI JMUTY MENT L _Ct ­-jt Lot 2r'18 5 4 21 5 Lf', STATK)N C, V 00. 48 HOURS BEFORE DIGGING CALL TOU FRff 1-800-432-4770 SUNSHINE SWE ONE CALL Or FLORACK M. CONNECT Ti-, -.YIISTIP-t'(, LIFT 0 z 0) 00 LL. SEBAS:i)TIAN HIGHLAND'--) PHASE PLAT BOOK 5, PAGE 14 It B DESIGNED DRAWN H, E C P, E D BILE N�NIE Managed and Developed By: Engineering By: PROJECT NUMBER 00-002 Construction Plans PAW PAW RJM SHT-5 Real Estate Managern" & Deve4ment .,Triad International Consultants, LLC Master Utility Layout nSke 2145 14th Avenue, Suite 24 (561) 770-4640 FAX U0-a02 DATE SCALE APPROVED FIELD BOOK/PAGE (5131) 794-4577 11-^ j I", I Vero Beach, Florida 32960 (561) 770-4707 SHEET OF A 6/20/01 REVISE LOT CONFIGURATION PAW "COLLIER CLUB SUBDIVISION" 1999 Pointe West Drive, Vero Beach. FI 32966 EB No, 000-7936 AA No. 0003147 3-9-01 1"=100' RJM FAX: (561) 794-9916 REV / DATE I DESCRIPTION 9f Phases 1[A & 111B 0NWTkUGW OOM Architecture Engineering Environmental Science 5 2 7D c CD CD 0 rn t: v 0 Lot 157 Lot 158 Lot 159 PHASE SEBASTIAN GOLF COURSE RA 1 Lot 147 i II Lot Lot , 156 Lot Lot Lot Lot Lot Lot Lot 148 i1 155 154 153 152 151 150 149 Lot 146 (1 INDICATES 5' CONCRETE SIDEWALK LIGHT POLE LOCATION BOTH SIDES OF ROADWAY -------- 1 Lot 145 1 — N 45.08'32" E - N 45-08'32 E ---0. S0 {J1\ r r a m; ? { INSTALL STOP BAR w/ STOP SIGN AND STREET SIGN p• ` Lot 144 Lot Lot Lot Lot Lot Lot o L_t ?6Q o 164 165 166 167 168 169 Lot 170 Tract 'K:' r Lot 143 Lot 161 w7now/4 1 -9 r 00 J a ` Lot 171 \ 1 Lot 62 �o, Tract D' Lot 142 INSTALL STOP BAR w/ STOP SIGN \ Lot 172 AND STREET SIGN \ Lot 163 Lot 197 ` Lot 1 41 / all LIGHT POLE LOCATION \ INDICATES S' WIDE CONCRETE SIDEWALK �♦ INTERNAL PEDESTRIAN SYSTEM <a Loy 173 \ (TYPICAL EACH SIDE OF PAVEMENT) �E Lot 196 1 ON� Lot 140 O s 7L t T Lot 174 Tract / G 'n' / Lot 195 Lot 113 -T7 Lot 13� \ \� /♦ BRIDGE AHEAD SIGN \ Lot 194 Lot 175 Lot 1 1 4 �\ \ \ Lot 1,38 I \ '' Lot 137 j Lot 1 15 Lot 192 Lot , 36 Lot 1 16 V A �- Tract 'M, t%'• Cy Lot 191 �%� Lot 178 Lot w �) V V A Lot 12+0 Lot 179 Lot 134 V-A U Lc.,* 1 8 \ � of \ \ 180 Lot i 19 V ,AV Lot 1= Phis Lot _ v t C1ub t� v Lot of 3� / _ 5\'� Lvt 181 ���V �t{� Tract N V \ ` Lot INSTALL STOP BAR w/ STOP SIGN \ Lot AND STREET SIGN of ti _ \ L._•t a �, ' (\� BARRICADE t 84 `.° �. 4, I ; f \ � � �- .� � l ` I LIGHT POLE LOCATION Lot � / \ + � � -•� `Z o\\\ Lot /jt85 Lc't t ° Lot 1 \ I i / i Lot \ \ LIGHT POLE LOCATION > q t Lot i ' I 244 Lot /41 \ 129 Lot Lot % t INDICATES PROPOSED STREET LIGHT LOCATION L' } 124 L .t 221 \\ \ 24` TO BE INSTALLED BY FLORIDA POWER & LIGHT \� ��� Lot•,_ STANDARD 14 FOOT POLE AND COACH LIGHT 128 J ti! Lot 127 Lot 25 V � Lot 232 �-" ,46Lot Lot 126 „N�_I 0%�TLE 1 , J11� N i ' INSTALL STOP BAR w/ STOP SIGN \ i Lot 98 s, AND STREET SIGN L t \, 'F, \\ Lot 247 s r\\ 234 Lot \s s\ i t,- 235 Lot Lot ti Lot 236 237 v 7 \ Lot 1 ?_ \. INSTALL STOP BAR w/ STOP SIGN \ �_ xv " AND STREET SIGN Lot 24- t 29 Lot 2 0C \ t 1 Lot 249 _ STORMWATER MANAGEMENT TRACT 'B' Lot 238 Lot 228 2.77 ACRES Lot 201 6 1 ;r Lot 2250 o ' \ Lot 227 Lot 239 1 Lot 202 Lot 226 I 1 1 0 `' Lot 251 INSTALL STOP BAR w/ STOP SIGN I ` `x Lot 225 AND STREET SIGN 4 Lot Lot Lot Lot Lot Lot L 1 Lot 203 224 �2-, 223 �« 221 220 219 21 A A_� Lot 252 �, Cp LIGHT POLE LOCATION BARRICADE 1 436-23' _ . _ ' 2 S 45,08,30" VJ 560 00' 50' ACCESS, DRAINAGEAND UTILITY EASEMENT INDICATES. 5' CONCRETE SIDEWALK / 1 BOTH SIDES OF ROADWAY 1 48 HOURS BEFORE DIGGING Lot 205 // Lot 207 Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot CAU TOLL FREE —O � 477 206 0 / Lot 210 211 212 213 2t4 215 216 217 77 209 "NO OUTLET' SIGN OV SE#VSMW STATE ONE OF R GALL 1 1 S E B A S T I A N HIGHLANDS PHASE , 8947 .r IIB !� PLAT BOOK 5, PAGE 1 4----__---------------- ----- ----- - RICK J. MELCHIORI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Managed and Developed By: Engineering By: PROJECT NUMBER � 00-002 Construction Plans PAW PAW RJM sHT 6;Triad International Consultants, LLC 00-©p2 Rea! Estate Management & Development ; - Master Roadway Plan10nSite �561) �9a-4577 `2145 14ih Avenue, Suite 24 (561 ) 770-4640 FAX DATE SCALE APPROVED FIELD BOOK/PAGE 71 \ Vero Beach, Florida 32960 (561) 770-4707 SHEET DE - COLLIER CLUB SUBDIVISION" • EB Na. 0007936 AA Na 0003147 A 6/20/01 REVISE LOT CONFIGURATION PAW 1 19'99 Pointe West Drive, Vero Beach, FI 32966 � I� 3-9-01 1"=100' RJM ( Phases II A & � B / FAX: (561)AGWOOM 16 _ _ REV J DATE DESCRIPTION 8Y �� Architecture Engineering Environmental Science G 0 0 •' F MATCH EXISTING GRADE MATCH EXISTING GRADE -•� ! �" ` ye S E B A� T I A GOLF C O i i R r qj rt 2-8aM'iSa:21.J02?.00 1'.4522 x220b 1 5.00' 18.40' 20.00' :. FG= FG= I FG= I FG= 99,160.1 FG=FG=FG= j FG- MATCH EXISTING GRADE w MAINTENANCE 21.20 l e w O EASEMENT 20.75 20.90 21.05 FG= °t Lot Lot Lot Lot Lot _+_,t Lot Lot Lot Lo �/ 21.35 FG= yot L157 2,.50 1 56 1 55 I 154 153 152 I t 50 1 49 1 48 147 zcn, 1L j r 20,45 , LLI y 22.40 158 z 7e 2 .os zos : 2o.se 2�.30: zo.oe '�' zv ±5 z�-w �` ` s R ° z W Z LAKE SURFACE z a, �� 19.50 z Igo 20 90 FG-9 00 -? - 1► r.oc �.� 21.50 � "�-�"""�''• 1 2c n x x _ _ _ Lot z+.90 145 Lot 15 zo.n3 ♦ zo ec za x -- - -- - - -- 22.20 ((21.X 8 CONTROL ELEVATION Lot '(' Lot Lot R Lot LotLot R t Lot ? FG= Ii \ 21,65 - �� 14.fl0 10' DRAINAGE EASEMENT------F 160 1 64 1 65 0 ? 66 1 67 1 I 1 68 1 69 1 70 %, \ \ Lc, t 22.05 4 2.0FG- \ 1 44 41�122.00 { _ FG= FG.- FG- FG= FG= FG= �' \ t' \ MATCH EXISTING GRADE / Tract F'' = ` t 21.80 21.50 { i 21.50 21.50 21.50 (i 21.50 ! FG= \ Lot t 1. 2 50 2osa 2,.05 FG- IL �1 \ Lot 2 22.30 / 141 44 FG- , ` 20.20 19.50 9 0 �{► `r 50 '9.V,, _ i9.50 950 jn\ -Z1:55 1 '3.50 FG- MATCH EXISTING GRADE Lot ' Iyt\\ FG= 162 Tract 'D' Lot 21.50 z, zo r x 21.80 2 l+ 22.10 °. Lct zz i - 1- RAJ 14' o ,9so' NT Lot �/ �s 9.50 I FG= 1 a' 3 BOTTOM OF LAKE %, y 163 ELEb' 4.00 „ ssc Lot 21.50 110 21.10 I. ,� FG= TYPICAL LAKE SECTION R FG- zo_oa 21.50 172 y �\ Lot 2t.80 1 20.70 141 9 19� FGa '' �� NO SCALE cC FCr \ e x 21.50 z+.00 FG= zo za t' 21.50 s SD Loa z�.sa t . Lot 21.27 I 17 \ 5s Lot .� tom" 140 196 a �:. � r Tract O' f ' \ FG- �/_ Aso FG= MATCH EXISTING GRADE / z FG= Y2aw 21.50 ', y ` -T7 Lot 21.50 0. 20 ss FG- aP � �/� 174 21.05 144 Lot 21.00 t Lo t 139 11`3 FG- FG- er \ / / y . FG= zo sa 21.50 9.SC a Lot 21.5Q zc s5 zn u J FG= l 21.10 10' Lot 175 t 20.75 y _ „ \ Lot ; , • 194 1 38 2, 4 NOTE& 1 of / FG- 'A `�+ s, 9� 21.50 Fr,- 'A 2'.W f *LIMITS OF EARTHWORK CONSTRUCTION SHALL FOLLOW PHASE LINES FG= zoeo Y (n 21.50 xsa 2022 FG- �s *SEE GENERAL NOTES FOR EROSION CONTROL MEASURES 21.20 2a}O � 20.50 Lot Lot / \ t �5 �r�1 �0 19 � ` 1 6 Lot 137 J ` J + zzk DENOTES PROPOSED ELEVATION (1-(P.) q FG_ 20.60 21.50 5.x s5o FG= zooa FG= • DENOTES PROPOSED DIRECTION OF DRAINAGE (TYP_) 22 CONNECT TO EXISTING FG= ^ ° Lot % Lot 21'� 2a.ca 20.50 Tract 'M' 10"0 WATER MAIN 21'30 1P 77 ,g Lot I % • DENOTES EXISTING ELEVATION (TYP.) 1 r 6 \ FG- �0 21.50 s.5o FG- FG= 21.08 e zo4o Lot t Lot 21.50 z. 20.72 J4 .e ` , Lot MATCH 1[�*STING GRADE Lot h \ 191 % 178 135------ --- �0' DRAINAGE EASEMENT P 117 ti a FG- FG= X "o- v ( tom \ i � v g 2Q 85 0 ' r.: zo ot AI GE ��. Lot 21.50 zo 44 2q4` t 21 A5 „ 6E 2 Lot - NT ti 179 Lot \ \ ) } Lot 190 i1` L134 is at ' FG= \ t' 8" t 1 21.50 9 5o \ x - FG- . ` -4 s FG= tio'` a Jza w \\ \ \ 21.50 \ loss 2117 f Lo 20.45 $-- �!- ierev 1 s9 s `,` � Lot , � \ '\ 133 _.� + GF �. > � FG- re sc 21.50 � � u b' P h Q S e 1 C �1,` 20.60 Lot 9so FG= zU w p� - 188 \ / �. 21.50 21.40 Lot �\ / Let �-7- n 120 � ��� 132 �zz.,c � Tract 'N' l L;A. I B (�) O 1 5, P �� E 5 A FG' 950 FG'= y Lot i A Lot 21.50 9.50 \ 21.50 1 81 j 20.80 2�m FG= z D 2110 FG- \ %, 'Lot \ 1 9 A 21.50 18Ot 2 y 21.60 .4 / CONTROL \\ zo,ct I STRUCTURE FG- �� \ 21.50 21.50 \ Lot L 131 x w 21.00 tij Lot Lot 1 86 �. Lot FG= zo }; / 1 2 t2 1 \4 184 9 .- \ 21.00 FG= FG- Lot \ 21.25 Tract L \\'pt' FG- 9so 21.50 \� 4r at / "^ 9sc 13 Lot 2,.ac R o1 4 Lot � 21.20 &, Lot \ . / �' FG- 20.94 FG= z7 x .*� i R 4y 245 Lot \ 1 85 21.50 0' DRAINAGE 2 40 1 3 �'' Lot 20.50 FG' i z, j Lot FG= 231 xs; FG® 2t.25 _� 4, FG- g q 25 �A 21.50 �\ `' \ ! ! FG= Toss ^°t i 21.45 21.35 zc. n 21.40 Lot of Lot Lot A"x 21_50 �� �41�/ % i rr �� Lot �► 124 �.? 27 � - v -_ MATCH EXISTING GRADE\ %A°` �FG 129 i �:�..• f Lot Lot \ Ft Let �' 21.50 \ 242 243 /. Lot - 202e \ w 2'BG 246 r.x FG a. FG= ,s t FG= �� - -- FG- X 21.50 y Alf 21.50 Lot 21.50 FG P 21.30 PHASE r• 95 �.5n f 1 L5 �. 21.50 \ �+ C`Lot ti j 11A*?t oar �P'�� \ 232 i FG= L. �Lot 7\ FG= ' e 5° NF \ 21.50 s %� l 1b 2 4c 2^ 2n 1\ \ \ �- FG= 2 4 / I of �o� / _ 9.50 'Lot o°w 20.70 a 21.40 a� ®' FG= FG- \' - 10' DRAINAGE EASEMENT \198 / FG= a 233 21.50 " FG= FG= 21.50 Lot 21.50 10' DRAINAG EA - 21.50" 21.50 $ \, ti j / Lot 20_ s 50 r \ FG- 4 Lo. Lot 8 PHASE Lot 21.20 �� \ =-234 , Lat I Lot y 237� F 20.50 t 199 \ 9 a x 1°'235 v236 zoo e' .5 IFG- 11B % r / FG= 1 \ Lot 21.5fl/-\\�_ / % ► i 21.00 ot 22.9 1 DRANyAGE EASEMENT �\ " �_ - FG L49 4 CONSERVATION EASEMENT ;VARIES) HOUSE PAD 20o Z"W /s S�ORMWATER MANAG T�RGT--'B'- FG- HOUSE 20.87 2 I � �;�. � ,G ��� - 21.50 Lot ! FG= _.� Lot \ t zYw 201 21.50 \ 2.77 ACRES 238 , �^ 2, 4 FG� OUTFALL 10' DRAINAGE EASEMENT E' 1/°O�� COLLJER CREEK 1 E 1 1 20�2°�a ,9sa CONTROL STRUCTURE 25t CONSERVATION .80 228 f DWA�1 EASEMENT Rid 'r - \�. FG � Lot 1.1 - AtNAGE EASEMENT -- -- - 21, / - --- _ t0 ?• FG= ��, � t-- z m� �\ � Lot -� \- 20.60 22 7 FGa 4' 9.5 ----- 1 MATCH EXISTING / RETAINING WALL NOTE' / 21.50 21.37 '5t Lot \ sso s 5; y 5: I FG= of XISTING GRADE ALL DRAINAGE TO - 202 J GRADE J MATCH EXISTING GRADE a \ 2030 FG= North SCALE= 1 " = 100' GO TOWARD RC,ADWAI Lot \4 FG- e \ 226 �% / 21.50 g FG= r FG= FG- FG= FGa F, FG= 2' x 00 ti 21.50 21.50 i 21.50 21.50 , , 21.50 21.50 - az SECTION A -A 20'� - I i Lo 21.50 `� R Lot ew / y E- FG= Lot 203 �� 226 rJ Lot_ ii Lot Lot ° I Lot Lot Lot 21.62 252 10' DRAINAGE EASEMENT y 2u.x, 225�r i 223� ,1�222 ,}� 221 rr 220 9 218 � ....�-20,80 z 20�.44 20.x 2J_40 j I - L FG- - 20.60 TO Lot a Lot zc.5, logo - m 204 HOUSE PAD 20 / / '� , zc i2 os. I Lot ? 2,U6 2G.ta 2::..00 % 26.40 w 20,80 J� 'z120 = w 204i: _ / 1 i ;, ec FG- 206 ! L0-, 208 Lot Lot 20 1 Lot Lo22 t Lot Lott Lot I Lot 48 HOURS BEFORE DIGGING 0.77 S � I I f ` CALL TOO FREE 4 4 SCRUB JAY 50' ACCESS, DRAINAGE * FG- j FG- FG- ,r FG= FGa FG= FGs FGa FG= FG= FGa FG= 11 pn ,/ran �/-7 _._ 1 ' 20.95 21.13 % 21.13 ' ' 20.77 I i i l I-800- i3 -4 / V PRESERVE AND UTILITY EASEMENT / 20.95 20.60 20.50 20.50 20.70 21.10 21.50 21.t0 ROA: Al' < - - SUNSWiC STATE ONE CALL - _-- -- - _ DRAINAGE EASEMENT _1 i OF FLORVA . FOR PIPE MAINTENANCE Ol.1�FALL __. - - -- ---- - - -- - --- -- - -- - --'- - C 2,.4C 1 � 2, 2_ 21,04_ 20:9E. 1 2D.50 204i: w -- r oo - --- - - a z, -c y zo sa �� - __ MA. CH EXISTING GRADE �'`�` wd 200� L MATCH EXISTING GRADE \� 21 MATCH EXISTING GRADE SECTION B-B - S E BASTIAN H I G H.L A.N D5 48947 PLAN";_ BOOK 5, ,i A E 14 MATCH EXISTING GRADE RICK J. MELCHIORI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Managed and Developed By: Engineering By: PROJECT NUMBEF- 00-002 Construction Plans - PAW PAW RJM sHT c Grading PlanSite Triad International Consultants, LLC {/^�!^/ M Rea! Estate Management &Development O�-Ov` g �i L1 2145 14th Avenue, Suite 24 (561) 770-4640 FAX DATE SCALE APPROVED FIELD BOOK (PAGE f561,79444577 6-19-01 REVISIONS PER ST, JOHNS RIVER WATER MANAGEMENT ESM SUBDIVISION" Vero Beach, Florida 32960 {561) 770-4707 SHEET OF - COLLIER CLIMB EB No. 0007936 AA No, 0003147 4-1 0-01 REVISIONS PER ST. JOHNS RIVER WATER MANAGEMENT ESM 1999 Pointe West Drive, Vero Beach, FI 32966 FAL 7 n ,r � /� l x: �561} 794-9916 REVf DATE DESCRIPTION e Y 3-9-01 =100 RJM ( Phases RA & R B ! WWW1AMTEWWTCOM Architecture - Engineering - Environmental Science 11 M Lot MH 20 149 CONST. 100 L.F. % \ 8"�, DIP W.M./ CONST. SAN. MANHOLE STA 16+75.00, i0.00' LT \ �� Lot (PVC TO PVC) t RIM= 19.88 S.E. INV= ls.os Lot 143 CONST. 310 L.F. y i i l 8"0, PVC W.M. 1 50 YDRANT TO D.I.) C�� 1 10' WIDE PRIVATE EASEMENT A \� / L O t CONST. CATCH BASIN 6x�L M i x FOR PUBLIC UTILITIES Lot 142 STA 14+ 19, 78, (10.00' LT ). a, C 6 � North } 1 S 1 RIM = 19.22 SEE SHEET 13 S i 1 CALE� •, _- - I Lot / - --� -` Lot 1 41 /\\\ 152 _ v / CONST. 300 L.F. 1 MFi , \ 8"o, PVC W.M. 3 D.I. TO HYDRANT OG ( ) e ' Lot �\ _ \ " 1 5 CONST. 270 L.F. 8"A \ MH SAN. SEWER ® 0.36% CONST. SAN. Lot 140 MANHOLE �,� STA 19+46-63, 0.10' RT CONST- 20 18"0 RCP 0 L-F- 0.36% ` RIM= 19.94 MH CONST. SAN. MANHOLE N.W INV= 13.01 \ Lot STA 14+98.00, 0' '9 S.E. INV= 12.91 i� RIM, 19-22 \ \ c` Lot 1 39 � Key Ma CONST. FIRE HYDRANT - 15 4 A 1+94.80 (1 3'LT) (C MPLETE ASSEMBLY) F.G = 19.12 :' S.W. INV= 15.30 Lot 170 1 1/2"o (TYP.) CONST. FIRE HYDRANT STA. 1 9+85.45 (1 3'LT) \ / LY) / L t ",'� �F,.G.(COMPLETE19 IASSE Lot /, G \ Lot 13g \ 1 69 -� Lit; , Legend CONST. v1' L.M. 1 5 8"0, P C W � `� \ Lot 1 .l x CONST. 180 C.F. ob CONST. 340. LF. 8"0, SAN. SEWER ® 0.36% (G. TO HYDRANT) / � \ 24"0 RCP ® 0.06% TYPICAL DOUBLE SAN. SEWER \'• CONST. 310 L.F. Lot M f 1 ® / /CB / \\� Lot tSERVICE 168 (HYDRANT wG MATCH LINE) B 156 \ CONST SAN. MANHOLE CONST, CATCH BASIN STA 1 4+ 19.78, (10.00 \ Lot 17 L RT } \ f _ CONST. CATCH BASIN - • �- - - "' = STA 1 1 +00 50, 0 /� RIM= 20.31 y` 8" t 4" TEE RIM= 18.82 SEE SHEET 13 1u'.DRAINAGE EASEMENT ( \ STA 22+46.00, (10.00 LT.) RIM= 18.84 _ WE INV= 13.12 `l -' S.W. INV= 16.41 / CONST. 28 L F S.E. INV= 13-00� Lot TYPICAL DOUBLE POTABLE WATER 167 SERVICE Lot 1 7 3 �`\ CONST. ` \� 0 30% \` 20 LF 18" RCP SEE SHEET 13 - 4' 0• PVC-, WATER MAIN , ' CONST. 400, SAN. SEWER L.F. 8' 0 0 0.32% \ \ � Mg I. TO G.V CONST 9 L F. r '� _ \ CONST. SAN. MANHOLE 1 4"0. D.I. WATER iN L O t \ � 3 STA 22+87.09, 0.99' RT RIM= 19 09 (BLOW OFF TO P4 ) ,-- -/ h 6 � Lot 1 ? L� \� � \� _ ' MH i' 10' WIDE PRIVATE EASEMENT x � S.E INV= 1111,783 Gt -�n = i FOR PUBLIC UTILITIES CONST. 100, L.F 8"� P C) SAN_ SEWS 32%� k� Lo t (/ NO � 6 � �, 1t DRAINAGE EASEMENT Lot 1 � CONST- CATCH BASIN / S STA 22+4600, (10.00' RT) MH � MH STORMWATER MANAGEMENT SEE -SHEET 13 �'r� / / G� v �� MH w/SAMFLE POINT i / f Lot / CONST SAN MANHOLE STA 10+00.50, 0.20' LT 1 64 RIM= 20.73 f , / Tra�V t D � TRACT 'A' 3.5 3 ACRES Lot 1 76 CONST 187 LF 4'• RCP ® O.CS%� f r,� v � 1 p A� 1-C700-'�•aJ2-4770 CONST. 35 L.F. N.E. INV= 16.73 8"0, D.I. WATER MAIN !; / Lot 1 7.5 �Q N 7-- _ - 10' WIDE DRAINAGE EASEMENT MH (:ON�T SAN MANHOLE MH CONST. SAN. MANHOLE STA 10+00.50, 0.20' LT STA 1 1 +00 50, 0' MH CONST SAN MANHOLE MH CNST. SAN MANHOLE STA 14 t 98 00, 0' STA 16+75.00, 10 00' LT MH CONST SAN. MANHOLE STA 19+46 63, (-)10' RT MH CONST SAN MANHOLE STA 22+87.09, 0 99' RT 1 RIM= ')0.73 RIM= 20 31 N.E. INv= 16.73 N.E. iNv= 13.12 3 20 RIM= 19 22 RIM= 19.88 SW, INV= 11530 S.E INV= 15.06 1 RIM= 19 94 N Vv. INV= 13.01 1 Q RIM= 19.09 N.W INV= 1 1 .83 S W INV= 16,41 S E INV= 12 9 S E INV= 11 73 S E INV= 1 3.00 CONST. 100 L.F., 8" 0 CONST. 400 L.F., 8-0 CONST. 270 L.F., 8" 0 CONST. 360 L.F., 8"0 � SDR 21 ® 0.32% SDR 21 0 0.32% SDR 21 ® 0.32% SDR 21 ® 0.32% I (( I I I CONST. I FIRE HYDRANT 1 1 ' -STA 1 9+8P 45i r LRANT STA 1 2+b4 8l� I { ;,L+�IMFLETE ASSEMBLY j (COMPL TE ASSEMBLY) I/ 25 I j i -------------- + r-INDICATES EXITING -� GRADE t INDICATES PROP j wENTERLINE ROA SED GRADE { 25 I �j i I I ` $ 20 (-1 0,41% l _ ,__- - --1-- ROM -------- 18" VERT CLEARANCE AN. SEWER TO 8" D.I. WATER ----------� i OL -' ----- -------- ---�-- � --------- I (r} N � 1 i ! - _„ ! MAIN PV� WATER MAIN_ ( � j 1 1 il:� - --L - � W 15 CONS F -- - - - - -)hATER--� I 15 - ., - _---_-- ----�-- --- - -------- -- --- J W - - I { i tt CONST. 100' LF I 8"0 C1.1. WATEP. MAIN I I 1 = U i'- 10 f I I 8 D.1 WATER MAIN ! 1 i + 10 4 w INV 11.45 �' { 18" F?CP ! z = INV 8.25 5 Z x 5 w� CT. cX7 C� I I L C) t N C J C� L0 �; �> s ,� <7 O 1!) q0 CJ CO 1- 00 O I 00 r . ! O O _ C I �O - 5 �: QJ 10+00 1 1 +00 1+00 13+00 14+00 Cl- 15+00 16+00 1 7+00 18+00 = 19+00 20+00 21 +00 22+00 23+00 00 � +®p1 2 CO sod 48947 RICK J. MELCHIORI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Construction Plans Managed and Developed By: Engineering By: PROJECT NUMBER - PAW PAW RJM 00-002 Plan and Profile - Sta 1C�+OC) to 23-f-QCJSite RsEylEBtateMa,taggrt,�t&P�e n 794-4577 Triad International 2 i 45 14th Avenue, Suite 24 Consultants, LLC (561) 770-4640 FAX 00-002 DATE SCALE APPROVED FIELD BOOK/PAGE SHEET OF - "COLLIER (561) Vero Beach, Florida 32960 (561) 770-4707 - - - ORIZT-50 CLUB SUBDIVISION" EB No. 0007936 AA No. 0003147 6-26-01 REVISIONS TO LOT _ LINES 6-22-01 ESM 3-9-01 VERT-Y=5' 1999 Pointe West Dnve, Vero Bea&, F1 32966 FAX: (561) 794 951s 26 REV / DATE DESCRIPTION BY RJM ( Phases II & A II B ) mw w.wme+TEapwrcav Architecture - Engineering- - Environmental Science END PHASE II CONSTRUCTION STA 33+81.40 �00 �\ 00 \ f / \ TEMPORARY 2" BLOW -OFF STA 33+81.40 (17'LT) l ♦� ^ \ \ / Lot 1 Lot 246 G 245 CONST. 175 L.F. } V. T SAN. SEWER 0.32% North \ ' Tract N (G O 8.0) \ # \ \ i 8x8 TEE SCALE= 1 " = 50' Lot 1,36 1 O' D RAINAGE \ EASEMENT CONST. SAN MANHOLE 1 1 M, STA 31 +83.84 STA 32+01.89 (17'LT) s / \ _. f 1 RIM= 19.$1 � ; 8" G.V. Lot 135 \ Lot S W INV- 14.63 } 1 N.E. INV= 12.50 % ' I 244 S.E. INV= 12.60 STA 32+01.32 (13'LT) 8" G.V. Lot I 34 TYPICAL DOUBLE POTABLE WATER SERVICE / STA 31 +96.39 (17'LT) J CONST. 42 L.F. ;/ _J / � ? �- t,_ TYPICAL DOUBLE SAN. SEWER SERVICE / �� Lot 1 �.� ` j 8"4, PVC W.M. ? ; J i L Ot D.I. TO G.V.) � S ?NA '� `_ _ _- -- 0 Key Map Y p � \� V CONTROL / 2 4 7, ( M3 STRUCTURE / J % 1�t co / CONST. 360 L.F. 8"cb PVC W.M. \ '\ - - _` �_ ?' D -4 / / (MATCH LINE TO G.V.) f _ Lot 1 32 / \ I` 10EDASEMENT � Jul Legend i7 - - co l,l'�, Lot CONST 89 L F. I ul _ m - - -- m - -- CONST. 215. L.F. SAN. SEWER 0 8"o 0.32% L O t 131 __ _ 242 8"0, D.1. W.M. - - - r - - - STA 26+65.74 ($7'LT ) Lot \ (PVC TO PVC) Lot (Dz' M CO �� 8x6 TEE STA 26+59 82 (17'LT) ) \ I \ CONST. 170 LT 240 24 1 \ 24" RCP 0 0 06%M 2 \ STA 26+54.44 (1 7'LT) CONST. 30 L F. ----- Ql� - -- � ? � 8,.� D I W M CONST. 12 L _ . ' �- - - _ 1' �. (HYDRANT TO PVC) 8"0. PVC W.M. (D:I. TO D.I.)- , CONST. FIRE HYDRANT - - TYPICAL SINGLE POTABLE \` l\ `� `Fx, CONST. 165 L.F. STA 28+96.24 131T \ \ c� % _ rst WATER SERVICE \ JO 8"0, PVC W.M. (COMPLETE ASSEMBLY) �.N. CONST. 190- L.F. 8"sa F.G. 19.12 i SAN. SEWER 0 0.32% �� Lot 1 / �� (G.V. TO D.I.) 12 MH I CONST. 140. L.F. Lot _ SAN. SEWER 0 0.32% Lot 1 8 0 \ -- ___ - --' 236 10' WIDE PRIVATE EASEMENT TYPICAL SINGLE SAN SEWER SERVICE / `, 16--- f k` 1 / --- - - - - FOR PUBLIC; UTILITIES MH CONST. SAN. MANHOLE 17 STA 25+03 54, 0 15' LT L o t RIM= 19,73 �1 „ ,� '�� ' TSy 2 \ \ � \ e 12 CONST, CATCH BASIN ' i N.W. INV= i 1.04 1 21 - ' _ - \ STA_29+17.83, 10,0 RIM- 18.81 0 LT. ) S.E. INV= 10.94 uN T 5 C S ? LF � CONST. '24" SEE SHEET 13 13 \ RCP 0 0.407 - - - 1 &00 4-1 4770 M" F 16 { CONST.55 ` L U t STA2 SAN. MANHOLE STA 26+a2.82, 0' 8"a, D I W M CONST. � CONST 180 L.F. 8"+� (,PVC TO HYDRANT)\ CONST 1850 L.F. � STA r 24" RCP ® 0 06% 235 RIM= CATCH BASIN 29+09 29, (10.00' RT.) 18 81 RIM= 20 12 L Lot INV= _ \ �C SAN SEWER 0 0.32% i SEE SHEET188 13 S.N.W. 10.49 W. INV= 10.49 SE INV= 14 42 MH a:ONST SAN. MANHOLE 1 STA 28+22 04, 9.84' RT 10'DRAINAG,E L t o M= 19915.00 EASEMENT J `� CONST SAN. / N'W INV= _ I t L 3 4 MH STA 29+94 21 MANHOLE , 10 61 RT /r Lot 2 31 2' RIM= 19 24 _ + L o t .� 2 Lot t N.E. INV= 15.24 MH 17 tVNST. SAN MANHOLE STA 25+03 54, 0 15' IT MH CONST SAN. MANHOLE MH CONST SAN MANHOLE MH CONST. SAN MANHOLE 1 F STA 26+42.82, 0' e STA 28+22.04. 9 84' RT STA 29+94.21, 10 61' RT MH CONST. SAN MANHi:LE � STA 31 +83.84 RIM= 19 73 RIM= 20 12 RIM= 19.39 RIM= 19 24 1 RIM= 19.81 N.W. INV= 1 1 .04 N.W INV= 10.49 N.W INV= 15 00 N E INV= 15.24 S W. INV= 14.63 S E. IN`,/= 10.94 S.W. INV= 10.49 N.E INV= 12.50 S.E. INV= 14.42 S E INV= 12.60 CONST. 140 L.F., 8"0 CONST. 180 L.F., 8"0 CONST. 190 L.F., 8.0 SDR 21 ® 0.32% SDR 21 0 0.32% SDR 21 ® 0.32% i z i I ! I w I 25 IN IC'ATES j CX}S7IN,; i;R ,LSE i I j I INDICATES PROPOSED CENTERL! E ROAD GRADE CONST FIRE HYDRANT z - - END CONSTRUCTION STA: 33+81.40 ELEV. 15.39 25 - -_ _ --- - --- --- ----- f i I f (COMPLETE ASSEMBLYr") f Q f 20 i+ i + ��r _ - - ---- ----- --_ ---------------- - _-- _ - - �_ ,-- - -��_ ------------- ------ ----------- ------------------- 20 I (-) 0.42 0 ` -- - (+) 0.30% -- --- - ------ _ 1`-) 0 30% - - ----- - W W ! F 6" W M. z j i I I 8 W.M W� - -- E 15 ? 1 J W T __ AT R MAIN --- PVC WATER MAIN --- PV WAT __ R P �VAT�R MA1-- -__-- _ H ( 15 �, -- 89 L - CONST. I j i 8" 41 .1 W M 1 - -1 O - - - - ----- - - ---- - ----- - - --- -- 24" RCP MAINTAIN 18' l NV 1 1 9 5 FROM W M ERT. CLEARANCE _ 4" RCP Uj © � , 10 ��,--', CONST. 85 L.F. n �' 8"d� D.+ W M z Z 5 , r j Ch c i J C O u7 - - I .- - } r O cLi j cD �; k, 00 C J) _-, } ; IcI 24+oa ?5+00 26+00 «� 1 +aa z�+aa 3a+00 � 1 +00 � 3 �+ao �4+ao ��+ors �,r +T, JU + + ;� 48947 RICK J. MELCHI©RI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Construction Plans Managed and Developed By: Engineering By: PROJECT NUMBER - - - PAW PAW RJM o0-002Site Plan and Profile - Sta 23+00 to 33+27.76 Real Estate C�n Triad International Consultants, LLC 00-002 - 561,�677 t ) 2145 14th Avenue, Suite 24 (561) 770-4640 FAX DATE SCALE APPROVED FIELD BOOK/'PAGE ���LLIER CLUB Vero Beach, Florida 32960 (561) 770-4707 SHEET !F 6-26-01 -- - REVISIONS TO LOT LINES 6-22-01 ESM OR�-1'=50 r'VERTT=5' SUBDIVISION� 1999PointeWestNve,VeroBea&,Fl329fi6 EB No. 0007936 AA No. (}003147 REV DATE DESCRIPTION BY 3-9-01 ( RJM Pt1aSeS A & FAX (561) 794-9916 ���k-� Architecture t - Engineenn_ - u Environmental Science � 2� STORMWATE R MANAGEMENT TRACT 'A' _ / 10' DRR! NAGE �.__ yam/ ✓1„ EASEMENT �D�t < • 5© I O'DRAINAGE EASEMENT SCrt t. MH CONST. SAN. MANHOLE STA 40+00.00 Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot Lot R REM= 20.31 / C� NE INV= 1312 s W. INV= 16.41 CONST. 18G L.F. �4" RCP I 1 97 1 96 1 95 1 94 1 93 1 92 1 91 1 9G � 189 1 88 � 187 186 185 S.E. INV= 13 00 n9 0.06% I CONST. 186 L.F. 24" RCP S� ST STA 43+15.89 {16.67'RT) 10'WIDE PRIVATE EASEMENT 0 0 05% S Lot , 9 FOR PUBLIC UTILITIES I CONST 360 L.F. 8 SO 8x 1 O TEE Tract ' D' I 1 CONST- 10 L.F. CQNST, 164 8"o D. 1, W.M. CATCH BASIN I { MH CONST. SAN. MANHOLE 8110 SAN. SEWER 0 0.32% Key Map CONST STA 165 L.F. / ' � (G.V. TO G.V.} R M=4 18 SEE SHEET 8300, (?Q00' LT.) 13 1 CONST. 400 L.F. I I 6 STA =48g8 056, N.W INV= 9.97 CONST 5'WIDE MATCH LINE STA rJ.3+pp /L MH 8"a� SAN SEWER @ 0.32% CONST. 4 L.F. I 8"m SAN SEWER 0 32% i I _ S E INV= 9.87 CONCRETE SIDEWALK SEE SHEET 12 r,1C, � � 8"0 D.I. W.M. CONST. 25 L.F. 18" RCP (G V. TO P`✓C} -` CQNST. 20 L.F 18" RCP 7 TYPICAL EACH SIDE OF PVMT 2� R _ -- - I �� �7 CON"T. 34 L.F. 18" RCP -- ---- -- _ ___ 1 1 STA+59. ( 2'RT} n Legend e e _ -- - -- --- _ -- - - -- --- - ----- - - -- --- T ® 0.29%- 4 6 + n O n.0 n ., 0 6 -'n CONST. 35 L.F. ♦ •_ - - - _ _ MH �_� _--. - -- - ---- - -- - O 8-�i PVC W.M. (G.V. TO MATCH LINE) E) 0471111 - ---- - - - MH ( CONST. SAN. MANHOLE CONST FIRE HYDRANT 8 � CQNST. SAN MANHOLE MH FM �_ -- 1 CONST. 1 SS L F `�- �-8"0 PVC W.M. \ _ 5 C 8" G.V. B T STA 44+82.70, F RIM= 19 �4, ti � � i O'WIDE PRIVATE EASEMENT STA 46+55.36 (1.3'RT) 1 COMPLETE ASSEMBLY" FOR PUBLIC UTILITIES CONST. 598 L.F. STA 52+43.05, 1.29` RT 7 e 8"� PVC W.M. RiM= 20.18 / W Z (/j - - - „. (D I. TO HYDR T) CONST. 145 L.F 10 l 11 STA 43+26.08 (16.6, R,) N.W. INV= 1 35 CQNST. 3�4 L.F. S E IN`✓= 11 25 8 PVC W.M. 8 (HYDRANT TO G.V.) N.E. INV= 8.82 / / N.W. l 72 8.,G.V -- .1j(% CONST. 35 L F. 8"® F'`✓C W M. 1 V. 0' G. , (D.I TO HYDRANT] I 7 S E INV= 8. 2 STA 52+55.88, (17'P,T) W _� -0- 8"o D.I W M (G.V. TO PVC) (HYDRANT TO D I.) ' STA 43+20.47 (22.56'RT) , ` \73.j Q(� I STA i I CONST. CATCH BASIN CQNST STA 48+57 88, (10.00' i_T.) STA 48+57.88, CATCH BASIN (10 00' RT.) 1 8x6 TEE 0- I CONST. FIRE HYDRANT MATCH LINE PRCEILE � STA 41 +39.24 ! 1 3'RT) �IpC,,E PLAN AN 5 CONST 68 L.F. � ( i ,RIM= I , RIM= 18.82 SEE SHEET 13 SEE SHEET 13 8"G.V. ` j E COMPLETE ASSEMBLr SE Est -IFFY 8"0 D.I. W.M. SE I STA 52+65.34, (17'RT) 11 i 1 I 4 (PVC TO G.V) CONST 320 L F- f 8"m SAN. SEWER ® 0,32% Lot t Lot I I i Lot Lot L_'_.%t ! of I Lot �� 1 1 6 1 1 7 1 1 8 1 1 9 Lot Lot 1 2 0 1 2 1 L c,t Lot Lot Lot 1 2 2 1 2 3 1 Z- 4 1 2 �� CONST. 10 L.F. l- 8"7V PVC W.M (c.V To G.v.) + - 1114 1 1 Lot 1 6.� Lot 1 61 L�:�t 1'� 1 6 � 1 {�.2 ' - - - --- ,�-- - PHASE P PHA 1-800-432-4770 GONST. SAN. MANHOLE -- H I r_.ONST. CATCH BASIN FM- CONST. CATCH BASIN 3 r 32' eSTA 41+63.53 649' RT STA 4�+OC.OQ {18._� RT) STA 42+62 33, (18.80' RT.) Trig C t ' L' %� �� 4 RIM- 19 47 RIM= 18,83 N W INV= 12.47 RIM= 18.83 SEE SHEET 13 IT S E INV= 12 �7 SEE SHEET 13 MH ':',TA 4 SAN MANHOLE MN -ONST. SAN MANHOLE STA 40+00 00 � STA 41+63 53, 6.49' RT MH (-ONST. SAN. MANHOLE e STA 44+8270. M--H 'ONST. SAN. MANHOLE 6 SSA 48+82 56, e RIM= 1 9. 10 MH CONST. SAN. MANHOLE 7 STA 52+43.05, 1 29` RT RIM= 20.31 RIM= 19.47 RIM= 19.54 N.W. INV= 9.� 7 N E INV= 8.82 NE INV= 13.12 N.W. INV= 1247 S W INV= 16 41 E INV= 7237 N.W INV= 11,35 S.E INV= 1 t.25 S.E. INV= 9 87 N�E INV= S.E INV= 8 72 8 62 S E INV= 13.00 CONST. 165 L.F., 8"0 CONST. 320 L.F., 8"0 CONST. 400 L.F., 8"0 CONST. 360 L.F., ---------------- -- 8"0 ------------------ - SDR 21 ® 0.32% SDR 21 ® 0.32% SDR 21 ® 0.32% SDR 21 0 0.32% I zi I f R U w j INDICATE CENTERLI I PROPOSED E ROAD GRADE CONST. FIRE HYDRANT ' CONST. FIRE STA 4 i 39. HYDRANT 4 �- z - I STA 46+55.36 } 25 25 { + ------ ---- ----- - - - - T E I f I INDICATES EXISTING GRADE 0.30% (+) 0 30% 4 i -�- 20 - --- _ ------ --- ------- -- ---- - f--- f- ------- -- ----- � 20 _ III (-� 0,41% + 0.30% _ - ---- _ -_--- --------- - -- 10" W M. I � Q I 6" W.M- FW �W TER MAIN --- v 8 m, PVC W z 15 C WATER MAIN 15 g"� P C WATER MAIN 18" RCP _ \� 18" RAP -- j-- � i U INV= 14.00 INV= 14.00 ; �- 18" RCP Q 0 o INV 12.50 I 10 10 Q ICONST. j %17-M FROM - INTAIN 18" VEP.T. CL A SAN. SEWER TO 18" RCP ,- c} -_-- o j z v~i -- w _ v - 8 0 D 68 L.F. W.M. ! 1 w w z I i I w w I , wZ1. - 5 5 z fA ��) ,� a0 cD �XJ tf) _. rrt cD d c d U ; O d, O c l cp -. r c1 r ItT u7 O jv1 U-) '- p �,1 d u� O C{j � O Lr, 00 U) - .- Ot; O O QS O c�1 O O �� d7 �_ tS1 dl Ot m V O� �J) ,� T ;� C3) :.v h r- �9 Cal r"� r3 �, CS2 r (3� O 1 O �V ON I 40+00 41 +00 42+00 a 44+00 r 45+00 a- 46+00 47+00 48+00 a 49+00 50+00 51 +00 52+00 T 53+00 J � to N 0-17 0 0 + + 00 4 JUN O r0 � Z + 48947 RICK J. MELCHIORI Fla. Reg. No. Managed and Developed By: Engineering By: PROJECT NUtviBEf? DESIGNED I DRAWN CHECKED FILE NAME Construction Plans - _ - PAW PAW RJM o 0-002 Plan and Profile - Sta 40+0o to 53+0o Real EstateManagementRDeveiopment C�nite Triad �1 International 45 14th Avenue, Suite 24 Consultants, (561) 770-4640 FAX LLC r� ��-OQL (561) 794-4577 Vero Beach, Florida 32960 (561 770-4707 SHEET OF DATE SCALE APPROVED FIELD BOOK/PAGE -.. 6-26-01 REVISION TO LOT LINES 6-22-01 ESM " "COLLIER CLUB SUBDIVISION" �� � '' EB No. 0007936 AA No. 0003147 4-10-01 REVISIONS PER ST, JOHNS RIVER _ WATER MANAGEMENT _ ESM 3-9-01 URIZ=1°�50 VERT-1'=5 RJM ( Phases ■ ■ A 8C I B ) 1999 Pointe West Drive, Vero Beach, Fi 32966 FAX_ (56,)794-99,6 www.014WrJrscuarCOM Architecture - Engineering- Environmental Science �/ 10 2 REV / DATE DESCRIPTION By Legend , S A- 1-800-432-4770 ,1 6 r S NSHWE STATE ONE CONST. CATCH BASIN CONST. CATCH BASINrL- STA 82+`�3.67, 10.00' LT. { } STA 82+36.62 10.00' RT. ( } RIM= 18.83 SEE SHEET 13 RIM= 18.83 SEE SHEET 13 R 1 °'DRAINAGE + EASEMENT CONST. 180 L.F. 24"0 RCP 0 0.06% �'� - 1 - - - Lot O4 L O t- 1 2 Lot 0 10'WIDE PRIVATE EASEMENT 1 FOR PUBLIC; UTILITIES �` 1 83 1 0. \ CONST. 28 L.F. CONST. 175 LF. 14 CONST. 285 L.F Lot i I S 5 24"0 RCP ® 0.36% 8"0 SAN. SEWER ® 0.36% CONST. CATCH BASIN 8"0 SAN. SEWER @ 0.36% MH CONST. SAN. MANHOLE STA 93+53,25, (10.00' LT.) I � 15 STA 82+83.62 RIM= 19 27 MATCI.{ LI NE RIM= 18 81 SEE SHEET 13 KeyMa p 52+00 BATCH LINE STT 10 CB 5 S.W- INV= 10.48 - N.E INV= 10.38 STA 26+0 _ SEE SHEET 9 M44-r CN L/ NF SEE SHE - _ - -� -J S'% 10'DRAIN.AGE 4, CONST. 180 L.F. I -- F�-4y� � EASEMENT 1 Lot 9 4 a RCP 0 0 06� Lot MA MATCH LINE STA 31 �" 8x6 TEE ` \ ----_.. --- _ _ MH + � 3 O �� ----�.-% �S.t Lot � � Lo t ('] 43 S EE SH 2 EET �-8'G.V. ' __- __-- �- �2-I•nC 15 +,V l_iI , 8x6 TEE I i r �7 L O t ij � ` � 1 2 5 MH ---�,,,-....."`' -- _-_----___-_-- - - -- - - _ - -- - , _- - ----- - Lot 1 3 � MH MH 1 1 ,'' CONST SAN. MANHOLE STA 90+00.00 RIM 20.06 10'WiDE PRNATELIEASEM = ENT Lot 2 38 CONST. G 8"00 SAN -� SEWER ®0 44� I -- -- -- �._.- i N E. INV= 10.64 FOR PUBLIC UTILITIES _A_ �- N.W. INV= 10.74 S.W. INV= 10.74 CONST. FIRE HYDRANT 6 1 I STA 82+54.47 (13'RT) ! �_ LOt ' MH - CONST. 270 L.F. CONST. SAN. MANHOLE -� MH STA 92+72.73 8 0 SAN. SEINER 0.36% ' Tract F i --� 1 8x8 TEE � lOR P PRI'JATE EASEMENT FOR PUBLIC UTILITIES COMPLETE ASSEMBLY � -- ._ _ „ - __ _ 2 1 = 1 RIM- 19.24 �-� _- _ MH 2-8" GV _ _ -. ot ---r ,3 \ 6 N.w INV= 11.7o c - MATCH LINE STA 27+00 S.W INV= r t so _ 14 _-_ '` L 4 4 MATCH LINE STA 53+00 L �, t SEE SHEET 9 8x8 TEE �`� , � __ _ _ _ -- --- '� - - - -_ >� SEE SHEET 10 F7 L O t �t L� 128 127 � 1 2 9 L c t 130 MH�� 16 3-8" G.V. � _ 6 MH r J �O CONST. SAN MANHOLE 1 I O'DRAINAGE �- CONST. SAN. MANHOLE CONST 21 9 L F 7.40' -� - _ � - _ _ \ `\ �� STA 80+00 Ofl CONST �68 L.F. EASEMENT CONST 180 L.F STA 84+67-86, RT _ , �6'� Pvc w.M. RIM= 0.12 - r qT / CH �` � 4 C5 6 0 %_: - - _ - _-- �- ' RIM= 20.18 N.E. INV= 8.82 N.W. INV= 8.72 l� 6"o PVC W.M. (G V. TO HYDRANT) 24 0 PCP Cop 0.06%" N W. INV= 10 4q (HYDRANT TO G V) c" W INV= 10.49 �. 1 QNF F Tq - ,_,_z_ - - � __ ; `� -_ - - -- 15 CONST 256 L F. 32k \' Cj� 9 F. SE INV= 8.62 S.E INV= 14.42 SHE 6S +`SQ _ - --- 11 8'"0 PVC W.M. (HYDRANT TO G V') ri ' - _ -- __- CONST 2.5 L.F,��� �,\N�N� CONST. 300 L.F. �4 0 RCP 0 409� 8" 0 PVC W M. J� (G.V, TO / HYDRANT} / CONST. FIRE HYDRANT M3 V_ STA 92+82 73 (1 3'RT) i 10'DRAINAGE ` + F-� CONST. SAN. MANHOLE L v t STA 95+22 86, COMPLETE ASSEMBLY EASEMENT RIM= 19.81 10'WIDE PRIVATE EASEMENT FOR PUBLIC UTILITIES js Lot 2 ; ' S.W. INV= 14.63 48 LL t 2 4 % S.E INV= 12.60 L o t 2 5 1 Lot L 5 0 CONST. CATCH ASIN �_ C-C)NST. 130 L.F. STA 93+59.26, (10.00' RT.') 24"0 RCP @ 0.06% RIM= 18.81 SEE SHEET 13 MH SAN. MANHOLE STA 7 STA 80+CO.pp MH C_NST SAN. MANHOLE MH CONST SAN. MANHOLE � { STA 82+83 62 t,, STA 84+67.86, 7.40' PT MH CONST. SAN. MANHOLE -- CONST. SAN. MANHOLE 11 STA 90+00.00 e STA 92+72.73 MH CONST. SAN. MANHOLE e STA `a5+22.86, � RIM= O. i g N E INV= 8.8� _ _ » RIM= 20.12 RIM= 20.06 � t � N W. INV= 8. 2 S E INV= n N.W. INV= 10.49 S.W INV= 1,,.48 N.E. INV= t0.38 S.W. INV= 10.49 N.E. INV= ,p.64 N.W' INV= 10.74 NIW 1N`g-L41 1 70 W iNV= t 1 6r� �W INV=8114 63 _ 1 0 N.E. INV= 2 5� 8 6�' SE. INV= 1442 S W INV= 10,74 S E. INV= t 2.60 CONST. 285 L.F., 8"0 CONST. 285 L.F., 8"0 CONST. 270 L.F., 8"0 CONST. 250 L.F., 8" 0 SDR 21 0 0.32% SDR 21 0 0.32% SDR 21 ® 0.32% SDR 21 0 0.32% r _ N F;.E F�I�4AN CGN 1 FIRE HYDPANT I zT TA "f'=J TF t Ong COMPLETE AS,- 25 - til Tr EX�ZT 25 , I I j 20 T H I 1 20 v. 1 .71 , A_.. . ..-... _.._._- -_.----_..__�_-._.______.----__----.---_-___-.___.-.--_---_____-_..-...-..-...___. �N' 15 KI - - - + ____ - , _ !_ a_,F, -- --- -- - T P w � 1 c y r' -_--- ---- - - -- - -- _ __._.__-�_ ---- A �-. -- +--- - TtR MAIN ---- - - -- _ - -- ---- - - - - - - - -- - } __ -- --- + - w ---- � I AI N15 ---- -- _- --- - ! v J' lj 1 yl MAINTAIN 10 �- "__EAFpNi.L Fr � 10 G �LWtF 5 Z 5 . . _.1 7, 4 4- , j I + 't+' Je - Q i 48947 RICK J. MELCHIORI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Construction Plans Managed and Developed By: Engineering By: PROJECT NUMBER PAW PAW RAM 00-002 Plan and Profile - Sta 80+00 to 84+58.93 and STA 90+00 to 95+22.86 OnSite Real Estate Management & Development Triad International Consultants, LLC 00-002 2145 _ Avenue, Suite 24 40 FAX DATE SCALE APPROVED FIELD BOOK/PAGE COLLIER (561)794-4577 _ Vero Bach, Florida 32960 (561) 770-4707 SHEET Cif 6-26-01 REVISIONS TO LOT LINES 6-22-01 ESM ORIZ-Tg� CLUB SUBDIVISION"EB 1999 Pointe West Drive, Vero Beach, FI 32966 No. 0007936 AA No. 0003147 REV DATE DESCRIPTION BY 3-9-01 VERT =5' RJM ( PhaseS II A II B ) FAX: (561) 794-9916 12 26 ~.oNrr� �+ Architecture - - Engineering Environmental Science r1 2 1P � 4 ?F CP rc 8 � OP ig1� 50p 00 00 ,� r, ro 00 r7 00 e N 03 rd 00 C, cU _ o0 - 00 00 00 — 00 r- 00a0 —00 0 n= u cr 1, > z it II a 11 > z II > z it II 11 > z it it l > z oD t- h --� v OD h ..... a0 1 .� oQ F- O O O v 00 v h aD ..� h �► �-�, N m v N (>` i0 .. 00 ~ 00 00 ~ 00 a0 w +S + +o tp +8 �p +�yyS 0) +� M - +g - +8 +$ tp +� h +pg h h - O O N CV O r Ohf a0 M OD w O OD � p+�ppg d q+pppS d 41 INDICATES PROPOSED INDICATES PROPOSED INDICATES PROPOSED INDICATES PROPOSED FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE 20 ;= "= --- — - 20 LAKE CONTROL LAKE CONTROL LAKE CONTROL LAKE CONTROL ELEV. 16.00 ELEV. 16.00 ELEV. 16.00 ELEV. 16.00 J 15 15 -_ 10 1 10 5 5 8', 24"0, R. P 9 0.36% r. J 8"¢ P, 18724"0, R C.P_ 1 so'.1' e � . P � _ _ t G 2171 1 R_ 0, R L .P_ 1 BE % 24"0, R.0 P. i @ 0.05% 4 06 s- ��, _ � 0.50i i n 0 05`e vai "� NN o o U° Ui oMrn con M 00 00 Co .- r '- '- rn a0 c6 a0 ?z z z 11 Z A A z z fl z z q N z z q N z z � II > 2 it A > > Z z q > z vi z Ui vi z (/i z tii 3 4i 3 Ui L j z vi z Ui CL CC s g - v M r Ov ^ 00 .�� h ►� (n ►- a0� O N OM (r N to N ) F- N� (0 N N� N N O O- +� cV Co ' +� O O- +p h 0 rn 0 +0 h O + h O +p 0) O- +g a) _ O O +O M to 0 + �? t7 Ln ' +g 'n 0 +O 0i _ in O +O 0i to 0 +O ►� 0 +O n. n O +O � N a6 d to O d N 0, d rn O N 0D rn o N O> N rn p N 0) M O 0) Of r7 6 (M 0) M p 0) Ot N p to 0 d W h INDICATES PROPOSED INDICATES PROPOSED INDICATES PROPOSED -� , INDICATES PROPOSED FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE 20 20 -- LAKE CONTROL—�'�--------------- i \` - ` ELEV. 16.00 !, LAKE CONTROL LAKE CONTROL LAKE CONTROL ELEV. 16.00 ELEV. 16.00 ELEV. 16.00 15 ,, 1 I Lj� I 10 �� 10 5 5 28', 24"0, R.C.P. ® 0.40` o @ 0.40% 28" 18"0, R.0 P 180', 24"0, R C.P. 1 70', 24"0, RCP. 180', 24"0, R.C.P 180', 24"0, R.C.P. � 180', 24"0, R.C.P. 20', 18"0, R.CP. 180', 24"0, R C.P. ® 0.40%--— -. 0.06% - ; a 0.06% _ f_ 71' ® 0.06�------.v.--,i % (� 0.05 (, 10 0 0.06% ® 0.50% L — ® 0.06% 0 to r r r r CV r N N r r r r r P r -• . •- P r r r r r )� J tl A q z ?z N z N z N q z z A N 'z_ z N z A ?z 1 A z z N A z z II z N z q 1 z z i z ? 2® z z z L.i 3 vi z vi z vi i vi z vi z vi z z tri z 48947 RICK J. MELCHIORI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Construction Plans Managed and Developed By: Engineering By: PROJECT NUMBER - PAW PAW RJM 00-002 Drainage Profiles RealEsta•.eManagement&Devetoprnent '�/]Site �1� �Triad International Consultants, LLC 00-002 l 2145 14th Avenue, Suite 24 (561) 770-4640 FAX - - DATE SCALE APPROVED FIELD BOOK/PAGE SHEET OF ?7(561}7944577 COLLIER CLUB SUBDIVISION"EB ,r Vero Beach, Florida 32960 (561) 770-4707 _ No. 0007936 AA No. 0003147 RIZ-1"=50 6-26-01 REVISIONS - TO LOT LINES 6-22-01 ESM q Q l 19NPointe West Ddve,VemBeach, F132966 FAX-(561)794-9916 �� 2� REV / DATE DESCRIPTION BY -9—�1 VERT-1"=5' RJM Phases A & V j WWW.0N$1TENOWWM Architecture — Engineering — Environmental Science i 9 18 � P 00' 00 c6 p 00 06 �. > II - _ + p 0 '}`' S + S CV (6 to '} il3 0 if) O tD n - -. -- - - _:<..L>'IQATS__P,BQPOSED . FINISHED GRADE - - __- P __ _.-IN1 __T-M ___RQPOS_ FINISHED GRADE - - - - - - rr�� 20 LAKE CONTROL ------------- - - - - - -. -- - - - - - - - - - _ - -- - _'- --_ ---- - - 15 10 10 38', 18"0, R.C.P. 186', 24"0. R.C.P. 177'. 24"0, R C.P. 88', 24"0, R.C.P. 180', 24"0, R.C.P 167', 24"0, R.C.P. @ 026% @ 0.05% 4 0.06% 0 0.1 1 % @ 0.06% @ 0.06% 0 � S8 �a (A tD 00 OG N N CV Z - > > - �� j Z > > > > > > Z Z Z Z Z Z Z - Z Vi Z Vi Vi Z Z Z Z Z Z Z ,UN 2 7 2001 48947 RICK J. MELCHIORI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Construction Plans Managed and Developed By: Engineering By: PROJECT NUMBER PAW PAW Rim 00-002 Drains +E, PrQfli@Sp Real Estate Management & Development ` Triad International Consultants, LLC OnSitu ®-00 --- - _ - 'ii(561)7944577 COLLIER CLUB SUBDIVISION" 2145 14th Avenue, Suite 24 561 770-4640 FAX ' � Vero Beach,. Florida 32960 (561) 770-4707 AA DATE SCALE ORIZ�1"=50 APPROVED FIELD BOOK/PAGE SHEET OF 4-1 O— 01 REVISIONS PER ST. JOHNS RIVER WATER MANAGEMENT ESM EB No. 0007�+36 No. 0003147 1999 Pointe West Drive, Vero Beach, FI 32966 REV / DATE DESCRIPTION B'� r� ji J-9-01 VERT1�=5' I RJ(�/� f p \\ Phas`ss R A & � B f FAXW( tE„7WCOM 16 Of Architecture - Engineering — Environmental Science 14 26 PROPERTY LINE I 25' SETBACK i 25' NATURAL UPLAND BUFFER { SEASONAL POOL 20.3 I Spartina Bakeri I Hypericum fascicuiatum Crinum americanum Lachnonthes caroliniona Spartina bakeri Rhynchosporc spp, PLANTINGS SHALL BE ON 3-FOOT CENTERS f 68' . Hypericum fasciculatum Hypericum fasciculatum THE INNER CORE SHALL BE PLANTED WITH Crinum americanum A RELATIVELY HIGH PERCENTAGE Lachnanthes caroliniona Of Panicurn hemitomon, INTERSPERCED BY Spartina bakeri Lachnonthes caroliniono and Hypericum fasciculatum Rhynchospom spp. PLANTINGS SHALL BE ON 3--FOOT CENTERS PLANTINGS SHALL BE ON 3—FOOT CENTERS 1 134' t 1 68' 1 Panicum hemitumum \ INDICATES EXISTING GRADE F.G. = 21.50 NORMAL POOL TABLE 1: PROJECT WETLAND (WL) AND OTHER SURFACE (SW) SUMMARY WL & SW ID WL & SW TfPE WL & SW SIZE WL & SW NOT IMPACTED TEMPORARY WL & SW IMPACTS PERMANENT WL & SW IMPACTS MITIGATION ID FLUCFCS CODE # ACRES WL & SW TYPE IMPACT SIZE IMPACT CODE WL & SW TYPE IMPACT SIZE IMPACT CODE WL-1 641 3.06 0 1641 3.06 F A WL-2 643 0.05 0 643 0.05 D NA WL-3 643 0.16 0 643 1 0.16 D NA WL-4 643 0 17 0 643 0.17 F NA WL-5 641 0 68 0.68 641 0 NA NA WL-6 643 0.11 0 643 011 F NA TRIB-2 510 018 0 510 0.18 F NA TRIB-3 510 1.24 0 510 1.24 F NA TRiB-4 510 0 13 0 510 0,13 F NA TOTALS 5.78 0,68 510 COMMENTS: CODES (MULTIPLE ENTRIES PEP, CELL NOT ALLOWED): WETLAND TYPE: FROM AN ESTABLISHED WETLAND CLASSIFICATION SYSTEM (SEE SECTION E, 111b) IMPACT TYPE: D=DREDGE, F=FILL, H=CHANGE HYDROLOGY, S=SHADING, C=CLEARING, O=OTHER FORM NUMBER 40C-4-900(1) `-- 18.14 MIN Profile A -A N T.'S TABLE 2: PROJECT ON —SITE MITIGATION SUMMARY MITIGATION ID CREATION TYPE RESTORATION ENHANCEMENT WETLAND PRESERVE UPLAND PRESERVE OTHER AREA (ACRES) TARGET TYPE FLUCFCS CODE # AREA TARGET TYPE AREA TARGET TYPE AREA (ACRES) TARGET TYPE FLUCFCS CODE # AREA (ACRES) TARGET TYPE FLUCFCS CODE # AREA TARGET TYPE A 2.06 641 NA NA NA NA 0.68 641 11.43 41 1 /421 NA NA TOTALS 2.06 0 0 0.68 11.44 0 COMMENTS CODES (MULTIPLE ENTRIES PER CELL NOT ALLOWED): TARGET TYPE OR TYPE = TARGET OR EXISTING HABITAT TYPE FROM AN ESTABLISHED WETLAND CLASSIFICATION SYSTEM OR LAND USE CLASSIFICATION FOR NON WETLAND MITIGATION FORM NUMBER 40C-4 900(1) 24 =n c, z S a zo 0 w wo �f) w EXISTING WETLAND #5 (194t') 6+0 7 8+00 9+00 10+00 1 1 +00 12+00 FINAL PLANTING TO BE DEVELOPED BY: B.K.I., INC. CONSULTING ECOLOGISTS IN COORDINATION WITH S.J.R.W.M.D. -- O 1 K 4 L O x PLAN X P� ram' TOP ELEV 20.9 > -- + 3 i d 4. 1 A. TYPE C <ec, C . e iZe, Hypericum fosciculaturn 5 1 Spartina Bakeri { 25' NATURAL UPLAND BUFFER 'I SEASONAL POOL 20.3 NOTE. CONSTRUCTION OF WETLAND AREAS SHALL BE ACCESSED ONLY AT EASEMENT LOCATION INDICATED. REMAINING EXISTING UPLAND BUFFER SHALL NOT BE DISTURBED DURING CONSTRUCTION PROCESS. Scrub Jay Preserve l it impart na Bakeri —\ f— Hypet,j- Lot 140 i J , < � Panicum hemitumum --\ �. � Tra�t O' Lot 139 -/ Lot 11J8 \ 136 45' A Lot 137 ll Lot 136 v UPLAND BUFFER \\ Tract M' 74 68' Lot �1 35._�l" EXISTING DITCH 7 1 0' ACCESS/ Lot 134 MAINTENANCE EASEMENT Lot 133 Lot 132 Wetland #5 Tract W 1A Lot 131 1W �..+ Lot 241 "';dly � � r //Lot r r\\ i �M Q 242 La. / 245 Lot r / Lot 244 / 243 North ` SCALE= 1 = 100' Wetland Creation Plan GALE: Profile B B HORIZ 1 " = 50' VERT: 1 " - 5' 48947 RICK J. MELCHIORI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Managed and Developed By: Engineering By: PROJECT NUMBER Construction Plans P,o,w PAW RJM 00-002 ' 'Site Triad International Consultants, L (�('� - Mitigation Planting Scheme �nReal VV-oo2 (�1) ��� � `, 2145 14th Avenue, Suite 24 (561) 770-4640 FAX DATE SCALE APPROVED FIELD BOOK/PAGE T! 77 Vero Beach, Florida 32960 (561) 770-4707 SHEET OF 6-19-01 REVISIONS PER ST" JOHNS RIVER WATER MANAGEMENT ESM COLLIER CLUB SUBDIVISION EB No. 0007936 AA No, 0003147 4-10-01 REVISIONS PER ST. JOHNS RIVER WATER MANAGEMENT ESM �j�{ j� p \ 1999 Pointe West (rive, Vera Beach, FI 32�66 15 n� REV / DATE DESCRIPTION B., 3-9-01 1"=100' RJM ( Phases J1 A & Jl Q J FAWww X: ONWTEW94-9916 _ - G �I� Architecture Engineering Environmental Science Approximate Top of Bank Wingwall RAW -- BRIDGE ( t -F7 77777777'c7 747— cast-in-place (Typ.) C MMOMM M 0 MEMEN1110 M W a 0 8" HDPE C st-in-place 01 li of ROADWAY ! } ! ' �, _ I ; 1 Handrail ROADWAY E6dwall !! i j ,J } Endwall PCV-SCH 440 _C 7 11K 1%t R/W Approximate Top of Bank Wingwall RAY 0 :4K --- -RAW j PLAN RAW RAW 25 25 20 20 - - - - - - - - --- --- - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - --- - - - - - - - -- Fr) d vv ic I 'Ningwai. J"a O(D 15 (Y P Endwali 15 1.00 .1- Prop- Prop. 10 V- Work" Work 10 Exist. Prof. P71 U 5 E� ist. 5 5 Exist. __i Prof. 61-0" 20' 0 Standard Arch, ELEVATION 20,-0„ Standard Arch 25 25 20 6 OL ob 20 15Concrete-4 0 8 HDPE 65" PCN/- SCH #40-4'- C 15 - _0 /4'-0" Endwall J .1.00 (Typ.) 11.00 Pro. Pro p- 10 Worpk" Work t Concrete 7— — — — — — — — — — — — — — — — — -- — — — — — — — — — — Endwall --- - - - - - - - 0 0 SECTION (View Looking North) 48 HOURS BEFORE DIGGING CALL. TOLL FREE 1_ - 800-432-4170 SUNSHWE STATE ONE CALL OF FLORIDA INC. 7.1 Ito 448947 RICK J. IVIELCHIORI Fla. Reg. No. DESIGNED j DRAWN -NECKED FILE NAMF Managed and Developed By: Engineering By: Ak4CML Preliminary Planned Unit Development Plan Plat ------ JL JL-iad International Consultants, LLC 00-002 ELK I RJM 00-002 Collier Club Causeway�rtSite Real Estate Management Development - 4 t �,, Ave,�i,e, Sj'te 24 (561) `(--464C) �Al (561) 794-4577 DATE SCALE A P P R 0'VE D FIELD BOOK/PA,(. H 7 0 (561) 7 7 4 70 7 Vero Beach, Florida 3296 "COLLIER CLUB SUBDIVISION E B N o. 00 079 6 AA No� 0003147 1999 Pointe West Drive, Vero Beach, F1 32966 02/04-011 1"-8' RJM FAX: (561) 794-9916 cNiYm . - Phases I1 A & I[[ B 16 26 3/4" WATER MAIN WITH REDUCED PRESSURE BACKFLOW PREVENTER AND WATER METER ELECTRIC METER - c x 1/4 C.Y. CONCRETE, DEPTH 3'-0" FOR EACH STAINLESS STEEL OR SLEEVED ALUMINUM SUPPORT POST t' 2-3j4" 90' BENDS HOSE BIB D L 80 PVC CABLE CONDUITS TC HATCH DRAIN CONTROL PANEL (ENTIRE LEN NTH) FOR POWER AND 'NSTRUMENTAT�O-! ^H DRAIN A /'\ HATCH HJvGED E DE 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. HATCH H!,'AGED SIDE 4' °. z /17 - +- Z; I. \ z1" SLOPE 1 i� J l- - \ -F\`� ---- --- .� t �T'(" 1 �~ _, G 'VALVE WTH aaDX f YP.' \~ - -4-4-�JJ 6" MIN. 4 - 4" 4YF (SEt- P;OTE '2' L' 4 --4�5 C3��v.. c�.�cKGENCY PU�.1? 4" '-OR 3" PLAN NOTES: 1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST FLOATATION OF WET WELL UNTIL ALL BACKFILL IS IN PLACE. 2. ALL CONCRETE SHALL BE CLASS A —A (4000 P.S.I. FOR PRECAST AND 3000 P.S.I. FOR CAST IN PLACE) UNLESS OTHERWISE SPECIFIED. 3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND PLACED IN ACCORDANCE WITH THE A.C.I. CODE. SPLICES SHALL BE 6 TIMES THE BAR NUMBER SIZE OR 18" MIN. UNLESS OTHERWISE NOTED (STAG. SPL., TYP. ) 4. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL BE COMPACTED. 5. CHAMFER EXPOSED CONCRETE EDGES 3/4" (TYP.). 6. WET WELL WALL SHALL CONTAIN A MIN. OF 0.22 SQ. IN./LINEAR FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL DIRECTIONS. 7. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED. 8. PUMPS SHALL BE FLYGHT OR ABS. 9. CABLE HOLDER SHALL BE LOCATED ON OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE. 10. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL PUMP STATIONS ALONG WITH THE REQUIRED PUMP STATION CALCULATIONS. 11. REFER TO DETAILS 1 AND 2 ON THIS SHEET FOR CONTROL PANEL, SERVICE ENTRANCE STRUCTURE AND PANEL SCHEMATIC. 12. FOR FORCE MAINS LARGER THAN 4", REPLACE 4" WYE WITH A WYE THE SAME SIZE AS FORCE MAIN. PROVIDE REDUCERS AS REQUIRED. 13. INSTALL "P" TRAP AT VALVE BOX DRAIN LINE INTO WETWELL. 14. THE ENGINEER OF RECORD SHALL NOTIFY THE COUNTY INSPECTOR OF THE LIFT STATION COMPLETION AT LEAST FIVE WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION START UP TO ALLOW FOR FINAL INSPECTION. 15. ALL ELECTRICAL WIRES AND CABLES FROM THE INDEPENDENT DISCONNECT TO THE REST OF THE LIFT STATION SHALL BE MADE OF COPPER. 16. FINAL CERTIFICATION OF OCCUPANCY IS NOT GRANTED UNTIL ALL OFFSITE UTILITIES CONSTRUCTION IS COMPLETED AND ACCEPTED BY I.R.C.U.D. 't-��3 r — i t t-0 l T x .c o,,:1 LL__— CONTROL PANEL SCHEMATIC WITH R.T.U. CONTROL PANEL -. : A.M. P V T R i— VAN BPI AKEk _— RTC: '-' A, SE "VCE SHAL. BE 3 PHASE. A,_AfiV isORN Sr,AL, BF SEALED TO PREVENT LFAKAGE. 3 ONTr<DL PANEL TC BE APPROVED BY c_ 'T BFFORE B TCM ,F_ PANEL TC 9E 28" TO 38" ABCV �R'X N D',SCONNE: %`VJEFN MET R AND PANEL. SERVICE ENTRANCE S CTURE JUjk 12®®1 48947 RICK J. MELCHICIRI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Construction Plans Managed and Developed By: Engineering By: PROJECT NUMBER - PAW PAW RJM 00-002 SHT 90 Lift Station Details OQ-nnSite Real Estate Management & Development Triad International Consultants, LLC 00-002 2145 14th Avenue, Suite 24 (561) 770-4640 FAX DATE SCALE APPROVED FIELD BOOK/PAGE SHEET OF Tl�O����R CLUBSUBDIVISION" 56, T94-4577 ( ". '\ Vero Beach, Florida 32960 (561) 770-4707 EB No. OOt37936 AA No. 0003147 - 6-26-01 - REVISIONS TO LOT LINES 6-22-01 ESM Vero Beach, F132966 1999 Pointe West Drive, V FAX: �5s,, 9916 REV / DATE DESCRIPTION BY�.o�.�,�COM 3-9-01 N.T.S. RJM ( Phases II A & 1I B ) 1,W Architecture - Engineering - Environmental Science -OCIA-1ED SO T1 y THREE VAi T S 'RE REQUIRED -170 !SOL, TE MER IAIL -0 R 0�,IE COM C. BLOICK. E E D 1,3 M A M U M. L AND PV(- PIPE. BE YO j RO i�D S L r,, f E Rl P 2-3 /4" GALV. TIE RODS MECHANICAL JOINT TEE GATE VALVE C FOUR HYDRANT GUARDS 00 AS REQUIRED BY R, C. D. U. S. — SEE NOTE 1 BELOW 0 6 (MIN.) WATER MAIN CONCRETE THRUST BLOCK PUMPER ',,10 FAC11t,11C ELAN ROADWAY ACCESS - CONI IECTION DIREC1 N i (,.-'\N,ICHOR TYPE-) 6 (MIN.) 'WATER MAiN GRADE BOX IV 6" '',!A L V F _j 6 PIP 1_5 C.F. COt,,11CREi-_ UNDISTURBED SOIL 4 CONCRETE THRUST 'T, BLOCK CROSS SECTION 0 L 1 HYDRANT GUARDS TO BE A" D!AME_T_iii-­ GALVAAr,41j—,FD STEEL OR DUCT" E IP0,"I P!PF FII I &7 CO^,jCR-TE. GUARDS SHALL BE PAINTED SAME AS HYDRA�J:. 2. CP,, TERI- INE OF THE PUMPER CONNECTION SHALL BE 18" MINIMUM ABOVE THE CE-_NTFRLItN1r_ OF THE 1,1EAREST OR FIN!SH GIRAD,�', ('O_AT T;E RODS 'A'ITH COAL TAR ]AMEL AFTER `SSEMBLY (T,AO COATS 4. 4L,- HYDRAN-TS SHALL BE TRAF-FIC R _AKAN4Y TYPE , R E AM E R i C A, N D 4. 1 �,Jl i-9 - 8 4 -3, A423 OR CL.O* MEDALLION' F2545. 5. �L E R1,4,ATF VFTHOD OF V4\r' BE JSSFED IF PP T! ZZED) 0�1`­ SFV9Lv "A"r' BE tITIL.! FIRE HYDRANT I G R A E)zE SA, GRADE ROADWAY CONCRETE PAD 30" SQ. X 4" MIN, THICK WITH 2 LOCKING CURB STOP N& 3o CONT. WITH PVC PLUG 2" CORPORATION STOP APPROVED METER BO".' RESTRAINED PLUG (M.J.) 12" MIN. 1.D. IT1 it 1 C.F. 3,1'4" GRAVtL.__1L OR E__ CRUSHED ROCK L COMPRESSION FIT_rI i I NGS 2'.' POLYETHYLENE PRESSURE TRE.LTES PLYWOOD CoidCRE-rF POUREDTO I- T _)ND!� URBED SOi'- -T-r- NI—H "CA! I. C04T ALL EX.POSED THIRE ',DS R ENAM!"EL BEP-ORE B ' i. 'Kr i'__ L� - �A 2, THRUST P-LOCK HEIGHT E,13U�.'_ TO PIPE DIAIMET-FR, 7 BLOW --OFF 70 BE. LOC_`: F_D AT _,"L_ DEAD EIID LIMES, AS REQ`vJ;RF-L) By 4. E'CLIPSE 1,108t- E3L_O`N­'_)FF B'Y jOHN ( 1. KUPrERL� 0L:`,,QRY ST OU'S `vj 1. y A I SO BE I L Z 7 R_PR&T_ Ur %� ODS OF D AS 0 'E E) BY 1. 2" BLOW - OFF METER 1: TEMPORARY SAMPLING POINTS PERMANENT SAMPLING POINT SCSI_ E. D TFR!O OGJCAi TER L 27 DESIGNED DRAWN CHECKED FILE NAME Water Distribution / Sawarana collection Managed and Developed By: 00-002 PAW PAW RJM WS-1 Standard Water / Sewer Details Site Real Estate Management & Development DATE SCALE APPROVED FIELD BOOK/PAGE "COLLIER CLUBUBDIVISiJN" C (561) 794-4577 1999 Pointe West Drive, Vero Beach, F1 32966 3-9-01 N.T.S. RJM Phases I[[ A & I][ B FAX: (561) 794-9916 1 R Ev GATE DESCRIPTION BY I I I MVW,0NWM0%W com P.B. GOOSENECK 3' LONG PROPERTY LINE METERS SHT1 (MIN,) OR SWING JOINT OR BE LOCATED 1MMEDIATELY APPROVE0, EQUAL BY I.R.C.D.U.S. INSIDE THE RIGHT OF WAY APPROVED METER BOXES UNLESS OTHERWISE DIRE SHALL BE "CDR SYSTEMS BY i . R. C. D. U. S. CORP." POLrAER CONCRETE FINISHED GRADE & FIBERGLASS LOCKING CURB STOP (TO ACCOMMODATE r-5/8" X 3/4" METER) p < 1 -1 i2" OR 2" CORP. STOP STAIiiLESS STEEL DOUBLE STRAP SERVICE SADDLE WATER VAIN FITTINGS AS RECUIRED METER (SEE NOTE 6) '1,; LIME DUAL CHECK BY S: T,�PS SUCICESSI�v'E INTO THE WATER MA;1N SHAL' BF 18" -FNTEPRS SHORT T S ER 0 CE S R r -QUIRE 18" MII`;1VUY, COV17_R; LONG SER !r'ES RFQ' R17 24 VJ'JIMUM COVI`�- 2, SS T SIDE 1 4 - _R'v1C'ES SHALL- BE A MINIMUM 1-1 z _`i. VWIIVU!`,,1 SERACE St 7E � OT LE TRAP t,,' 1 ", D JA L S E 7 TRIPL-LE SERVICES SHALL BE A MiNIMUM 2," QUADRUPLE SERVIIC'ES A 1 B SH ILL , E AS R C,,� S !G P I P E. 2" LC�,iG 4 1- '2" LO',,IG SEROCEES REQUIRE A 2" MIr,flMUM ',ISIDE Dk�i`vlr'T SER,iiCES) A 3_1 Vlk�VUM l'ISIDE DIAMETER CA�SlkC PIPE. PiPE SHALL 9 F SCHEDULE 4() P CPATERTHA'' 21SHA' 1 - 41S lvlAr11 1 ,7- ERJ �EERR, PROvElD B'� i.P.C.D.U.S. A,,"ID SUPPLAED BY 4,ppl 1, --- ---R - "" MLIE ':)z 1% S I,! AL L E P L r�ii7 -L2.)Pl iF-) PY D11'1; L 0 5; B'v THE DE`,/ELOPER A"iD "R TOP D ��TOPS, F R �,IST�kj r" I.' ?-'Li- _O CK C! B S 4,�,`_" 'A' A T I N�l "I'IS, C `7 T r nV WATER SERVICE __� FLUSHING CONNECTION 48947 RICK J. MELCHIORI Fla. Reg. No. Engineering By: PROJECT NUMBER Triad International Consultants, LLC 00-002 2145 14th Avenue, Suite 24 (561) 770-4640 FAX Vero Beach, Florida 32960 (561) 770-4707 SHEET OF EB No. 0007936 AA No. 0003147 Architecture Engineering Environmental . Science 20 26 3 U0 u cli C C CL N0TF: CROWN OF ROAD - 4' CAP (TOP OF r r. 1. REIPJ C RCf AREA QF C.2(� 5 Ita. /ET. FOR. `J�ALL SE_CTiOPd, MINIMUM i0 CENTERI_IfJE O. ROAD CAP AT GRADE, PROPERTY LINE CENTERLINE ELEVA 110tJ T 5 ELEVATION I TYP.) - DEPTH TO BE DETERMINED OF ROAD EXCEED A.S. -M. .A 18�,. U.S.F. DWG. NO. 420A OR EQUAL MANHOLE COVER. +. �I LETTERS MARKED "SANITARY SEWER".2. aLL CEMENT It,] THE FIELD TO AVOID CROWN OF ROADTO BE TYPE I. - 4" CLF,�.RiOUT STAr,JO PIPE UTILITIES (TYP.) TYPICAL TRENCH CONTOUR F--� -- -- - 3. ALL CONCRETE FOR PRECAST MANHOLES 0' BE PAIN., 3,0,00 PS.I. TO fu1EE T OR �" CLEArQUT _ I { _ _. —_� I 6„ �" CLEANOT & DURING CONSTRUCTION STAND PIPE f CAP STA^,JD PIPE EXCEED A.S.T.M. C 4; 8. { 6" �: 4' SWEEP PROPERTY LINE DEPTH TO BE 6" 4" - --- 4. BOTTOMS A�JD CHarJ?,tELS OF ALL MANHOLES TO BE OF 2500 P.S.I. F!LL CONCRETE 6" CAP �= DE TERMINED IN SWEE?' -.__ �__� ., 1\ l__- T.-- F=iNiSHED SMOOTH WITH STEEL TROWEL. THE FIELD AS - o 6„ k �- - REQUIRED TO I ;. PROPERTY LINE BENDS AS REQUIRED � 5. CONCRETE MANHOLES TO HAVE A Mliv(MtJ�9 WALL THICKNESS OF 6„ AVOID UTILITIES (TYG.) I1 r SIPdGLE SERVICE (TYP,) 6" 30' LONG , 6. INSIDE HALE SHALL BE GATED WITH TWO COATS OF COAL_ TAR EPDXY AND DOUBLE SERVICE ( ) I ICE OF M�'1 YP �►- �� iN. SLOPE 1 r;' PER. FT. !. 6" x: 4" SWEEP _ - � ! ti�USE GREATER SLOPE t ,�.{ }. RADIUS BEND 4" CLEaP,JOUT &CAP / � COVER � TWO COATS OUTSIDE. (KOPPERS 300 OR EQU:AL). PROPERTY LIPJE - r�JHEPE POSSIBLE - , STAND PIPE l 7. CHANNELS TO BE FORMED IN ALL P��ANHOLES TO ACCEPT T. �'. CAF��ERa. ELEVATION �" - 6= r" 4" SWEEP - .. 8 ORIENT ECCE',JTRIC CO('JE AS REQUIRED BY ENGINEER IN F1E1_D. DOUBLE SE'RvICE AS I � 3/4" GRAVEL � � .- P P. E I, n 1 r f i r �� O'ro'N O. i - 1 L.)ARO I SING! E SERVICE A`> �: ( 9. BOTTOM S=CT;OP. TO B �0(dOLi NiC POUR EXCEPT �IHERE DROP Cuf� �E� TIQ,d �EQu:RED. v11<1P y^v',TH �L ! ECT!�I vU'. ��J� 1 --- ^> SHOWN ON STANDARD = n � n r r r.ti T-1P� l_ tR• _ E �,(). COr'IIvECTiOPdS TO E,1SI _J MA.NHOLES AND LIt � STATION A''E' WELL STRUu��rRES SHALL S ! fJDA.JRD Y„ BR CHES -<, t F LOCATED _;A .D BED ---------- - Rc BY ME JS 0 BOR!tIG PE JETRATIO 1 I' TH TRIUCT IP RA FHER T I TO BE LATERAL 'DETAIL An. r p r, t,l S G Ar,J IP�J THE. FIELD .. ,'„ n CONTINUE GRAVEL BED � �. � 1 T� � 1 � � THE 'CONTRACTOR S!�Yi_- EKE POSITIVE r�,rE= SJRES T�0 PR4_ L.. J� � r' C'�J „iGRE I 0.1 � I__E SAND EXCAVATION �IJD R PARALLEL O T, r - T CONS R C Ofi D RIS R h J I JG TN S V��ER S h1 - _w NR.A.P 'Jt11T} DLitC i �'1 i `- E iJ TO U�JDiSTL R, t'D _ t _, p Y g TrI �F r �R ERA HF �JvA T: YG�r ��T u: } lT�' 1 i - . Q0!L TO PRO. FRT �'! JE. ► T ,f LED �.�G ., ! � , � _ i � �� ,Y„ -� BUOYA.��CY CAL..�;LA ,�OIJS SNrAL�_ BE REQU��.RED FOR ��"A"•J'r`�OLES ,',� �i-OOi;� 'O��dES. P N R�D BR; ,�,1C, 6 DOUi31_._ Y �� .., �C - TE FRAME SECTIONBARS 9 O.C. EA� a .� Y 1N S A.B 0P A;� O � i:P11) 1 EQUAL SLOPES O _i f IES E!ITE� rJ 0(Ca n;F BOTT PdS 0TD CO rET 4_ Ivi - .- TNEE__-1,1 OTC4 1lvi :p, 6 "UnSES - a • PLAN - OR D - ' BE c �. _ ,/ 4' CIRI IEiJ STC''Jt OU?JDA T!OF;� F A MI'MUM DEPTH 0� 1 N_ __ PR I ROCK EXCAVATIONS t:'�-.�.0 !_; !�.�, . 1" 1 L• 1 tiles R F, P,:l. �Hta ! 'i �.. _:J J! i ._.� „`i _._. 'v. � �'v�h � .i: r.J, �./_.: ._. ... , ! `?. _. r f� - f,(. 2LtJ, :�� MODIFIED RISER LATERAL ELEVATION , - a STANDARD MANHOLE CASTING _� F _LEI)STANDARD DEEP MANHOLE TYPE 'Ar DROPU0015LE SLAB TOP MANHOLE S A PE LL� STANDARD SHALLOW MANHOLE�� e000" 48947 RICK J. MELCHIORI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Managed and Developed By: Engineering By: PROJECT NUMBER 00-002 Water Distribution /Sewerage Collection _ - - - PAW PAW RJM ws-2 ��s Triad International Consultants, LLC 00-002 , Standard Water / Sewer Deter C��SZ�-e Real Estate Management( Development � 2145 14th Avenue, Suite 24 S61)794-as�� ;' `, (561) 770-4640 FAX Vero Beach, Florida 32960 (561) 770-4707 SHEET DATE SCALE APPROVED FIELD. BOOK/PAGE "COLLIER OF COL.IER CLUB EB No. 0007936 AA No. 0003147 1999 Pointe West Drive, Vero Beach, Fl 32966 I! 3-9-01 N.T.S. RJM ( Phases IT A & II B ) Etc. CONUM sa s916 — 9. 9 21 26 REV / DATE DESCRIPTION ` B Y www.or�rEx«�T,:a+ Architecture Engineering — Environmental Science LD ='PE 11; /FP T ELEVATION SEE h,11jL�IHOLE EFFI_UEf'?T & If F U F !`,' T nETA, I SECTION C-C TYPE nBr DROP MANHOLE SPACE AROUI`4D OUTSIDE OF PIPE SHALL BE COMPLETELY FILLED WITH NON—SHRINk, GROUT. REMOVE CONCRETE AND BENID EXPOSED E:%:!STING REINFORCifvG STEEL AROUND OUTSIDE DIAMETER OF PIPE. (FOR FIELD INSTALLATIONv PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY KOR—NI—SEAL, INC'. (FOR PREC:"ST ?SOLES), I ELEVATION __ _ PIPE OPENING HIGH POINT ELEV. OF FILL CONCRETE TO BE SAME AS OUTSIDE DIAMETER OF PIPE PIPE-" 0PE^:,IF!PE (.D. -+ 6„ SEE PIPE OPENII G DETAIL (FOR FIELD INSTALLATION) MAY BE PRECAST - 2' FROM. EDGE OF MAI'4HO:_=:: TO OUTSIDE OF BELL OR P.E. JOINT (TYPICAL) Fi_L C0!�!CRE _ PIPE To r�Ar:IHOLE C�O��NECT;Orl i;� BE NEOPREf,1E BOOT W! T H ST4,!HLESS STEEL ACCESSORIES AS MANUFACTURED BY 'OR—N—SEA.!_ OR APP. (FOR PRECAST -IOLES)- ELEVATION I MANHOLE EFFLUENT AND INFLUENT FINISH GRADE OR _ ASPHALT PAVEMENT FORCE M A!'rd CUT T HOLE 7Lc;T PR ;1R TO S VV!7H IO'•,--SHR�"�� GROUT) a p Z ,F `iTFc'AP �; AiJt`'..i `dv SE yJT: 1. SEE VA-f,JH0L E: P;OTES. 2. SEE �'iPE OPE";!NG DE TAI;_. 3. SEE MA11',jHOL_ F� FLUT & ILUEfdT DETAi'�. `fviDF `_.TAir ILE`�S S''EtL STRAPS W! H 4 _Of•dG S�AI'�LF S S S SECURE DROP P!PE TO i''dSIDE A'-41 L Or k"A. I,jH ES SHALL 'QUAIL 1:"']D B , (C1 FF - FORCE MAIN TIE—IN 48947 RICK J. MELCHIflRI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Managed and Developed By: Engineering By: PROJECT NUMBER 00-002 water Distribution / Sewerage Collection PAW PAW RJM WS-3 Standard Water / Sewer DetailsSite Real Estate Management&De�eto�nt Triad International Consultants, LLB C�n;; _ 00-a0� (581j794-4577 1, 2145 14th Avenue, Suite 24 (561) 770-4640 FAX 7! Vero Bench, Florida 32960 (561) 770-4707 SHEET OF DATE SCALE APPROVED FIELD BOOK/PAGE Ti COLLIER CLUB SUBDIVISION EB No. 0007936 AA No. 0003147 1999 Pointe West Dnve, Vero Beach, R 32%6 _ 3-9-01 N.T.S. RJM Phases Il A & ALB 1 FAX (561) 79 -cAlf; 22 26 REV a DATE DESCRIPTION BY J ��.� Architecture Engineering — Environmental Science R E L A'C'E P,l E N 7, LIME ROCK C F3 S- J[�� i i� TS '" 98- � _ 7� L 30" C'L.ELR ICOVE-R Ulr\DISTLJRBED ---, 0 1 Y� R S, 0) p E v FIN!'--)HED GRADE C 0 i I C R E T FE E' I C A SE- V, E A C? 6" M!r-,!- BETWEPj J-4 OUTSIDF 'DIAME7, E R, S OF PIPE T Y P. -11tE s Al�, y VIVE R IT -) L 7 p E r j ,,- F , C) T 7 1 T 71 L PAD 5ENU TiFY TILITY " DE SQUARE X 8" Tirril',/ {WATER OR SEWER) 'l,'TH (11 N 0. 3 C T. qTANILESS STEEL N 0. 3 cot I T INUOU� NIPPLE (TYP.) GLADE R 0 A Dtv 4 LEVER ACTUATED V A L 0E III T 2 BRIAS`�,", 2 STREET E_-_L L NIITH PLLJG C.Y. 3,,4" 2" n-RAS'S',,"COPPER CRAVES OR 1 C.Y. .2 4 " GRA DE L OR - CRUSHED ROCK DUAL H tviETER BOA. CDR ""STEMS CON�_RETE !POLYP, -ER C BOX (TRAFFIC A C TF L D D 2 E3 P ASS 0 P P E R 417 2 CORPORATj(>j F)FOP VF R-T 11 IDO AND PI ACEP '­R RE EASE RISERS �`t4l_,VE BOYES TO, BE IN A L L L) T 'HSY S T F IMI. M M T-1 ExPO'-5E-7' T"RE D_ ?,' TH JjA_ _. i I _-� ; �*,: -,,, -� -, F I k (ROADWAY -.4 AiR RELEAStF_'. iA L IL 2" STAIi\ILFSS STEEL DOL,BLE STRAP SERVICE SADDLE PROVIDE C�_'_SE_T■ CUT Ct-)- FOR ,l' OUTS:D OF M 4, li,i ,3//4 ,,,);R DRN I R - 0- WATER MAIN 11 T 0 A T E A ry S S) A B Ll EL. OR _-S REQl, R.C.DJJ.S. 4 P 1- ELI' ER,, 3 Pf- A 'F;RT;-4L POSIT!,', P TRAFFIC BEAR114C UTILiTY BOX AND TOP WITH OF TING DEVICE IN TOP, IDENTIFY UTILITY )E (SWALE) 1/2" PVC AND FITTINIGS 2" DIAMETER ER STAINLESS "INLESS I STEEL OR BRASS NIPPLE 2" BRASS CURB -R STOP 2" DIAM'r � STAINLESS -TER ST41,NILESS STEEL OR BRASS t'llIPPLE 3" BROt,,lZE DISC L L_ ANCHORED !Pl CONC. POST 6" x 6" POST S I Z E 0 F SF RV! CE DE P TH OF "OvER /8" DEEP LETTERS 101 BE CAST V�IT­i 3" Dl,"NMET�L_R BRONZE DISC AS MAN',)- FACTURE BY SHE00* BRONZE 'Ir j 1, ::RASE SPT P,,­'QT 11,1 "'CliCRE-TE i. A R K ER TO BE_ DIREDCTILY PIPE. 7 :74 v JSE' V CP, P%,,l A 0, Sl 7��_ __ AND LOCAT!011 OF MAN'HOILE AS REQUIRE D REI`,IFORCED CONCRETE 'A4L'L._ � "J-_L t * JDLITY M%IN " 0 10 SS IIJSiDE A'.! H OLL EXISTit,IC STOR�,ll SE WE-,R OR 0 TYPE GRI,11TY MAIL=I B A SE SLAB MiUll­ S M TEE R E SECTION 7- OPENING DIAMETER PC � _,) I I I C, L.US 2' L` OpiENING" DlAMF_7,'_P TOP SLAS, REINFORCING OF 20 SO. -iERE COND'TIOINS PERItiIIT THE LOWEST POINT Or CON- FLICT MAIN AT OR A90VF ,-,-,jTER'L;NE OF MA;t j ,j SHADED ;AREA EQUAL TO 'ACE THE AREA OF THE STORM SEWER OR OTHER !PE. GRAVITY MAfN AS REQUIRED CROUIT SLOPF To A\IC,,�- STANDIf!"JIG "WATER' �HOLE�) !M-L Bi: A! 0 P R E Nl -0 BE THE O'lLY V!/ABLE 3OLL)TION' AS .'PPRi ALl_D RY 2. CO,` 1 F 1 C T M A �H 0 S, -5 F-' P AL D C 7- 2' ',� 2' X 6" THICK CONICRETE PAD W -1 VALVE 60'y, E WITH (1) NO, 3a/ CONT11',111JOLIS. (SHALL BE 3' x 3' IF LOCATED IN TRiFFIC WAY). VALVE BOX PAD I J. TO 48947 RICK J. MELCHICIRI Fla. Reg. No. DESIGNED DRAWN CHECKED FILE NAME Water Distribution / Sewerage Collection Managed and Developed By: F, Engineering By: PROJECT NUMBER PAW PAW RJM 00-002 WS-6state Standard Water /Sewer Details�ytSite Management & Development Triad International Consultants, LLC 00-002 (561) 7944577 2145 14th Avenue, Suite 24 (561) 770--4640 FAX -- DATE SCALE APPROVED FIELD BOOK/PAGE " COLLIER CLUB SUBDIVISION" Vero Beach, Florida 32960 EB No. 0007936 (561) 770-4707 AA No. 0003147 SHEET OF 1M Poifft West Drive, Vem Bewh, F1 32W FAX: (561) 794-9916 -- 25 R E,,/ DATE DESCRIPTION By 3-9-01 N.T.S. RJM Phases ][[A & 131B Architecture Engineering Envit-oni-nental Science #4 BARS TOP & #5 BARS WITH I y #5 BAR EACH BOTTOM HOOKS, 6"C.C. r---L�-- CORNER BOTTOM (— — �i —, 5 BARS 'v�:TH _ FRAME - _ -�-,.. - ---- SURFACE ON LOW SIDE OF --� HOOKS, 4" t� POSITIOP� f a #4 BARS PAVEMENT TO BE 1,14" ABOVE LIP OF GUTTER -SURFACE ON —� �— --� C.C. BOTTOM 4 BARS WITH —J �- 4 SIDES A / - -- - -, A � , �. �OOKS, 4" C.0 HIGH SIDE TO BE FLUSH WITH ----� RqW ONGITUDINA�. \, BOTTOM! GUTTER CENTERLINE I a i'• �- --- --: A �— -- -- t #4 BARS #4 BARS, TOP CLOSED 8c BOTTOM _ �, g^ #4 BARS (12" & PE'vl +G CtItT_R 24 LEGS) SAME 2 25 TOP VIEW #4 TOP NEW 12 r �:EJ 'UR< TOP VIEW - - GRATE ELE -C E, T -.-. - --- - ti; b'i EJ SUBCR D' TYFF_ z A.'PH�L KL D tr 1� Q_Ct 6" COCUIN� HaSE OK aR0 D SECTION AA SECTION BB _ - - TRANSVERSE LONGITUDINAL Y SUBDIVISION STREETS T r' SECTION SECTION r r - _ � - MODIFIED MIAMI CURB CURB PLAN + TRANSITION ---_ --- MIAMI CURB INLET TOP 1 I + m' PLAN i I� i77-�— —e — _ I SECTION AA CONTROL STRUCTURE A STEEL GRATE SECTION BB DESIGNED DRAWN CHECKED FILE NAME 00-002 - - PAW PAW RJM SHT_07 DATE SCALE APPROVED FIELD BOOK/PAGE REV / DATEI DESCRIPTION ( By 3-9-01 111=100, RJM { SECTION CC I SECTION DD I I STAKED TURBIDITY BARRIER FLOATING TURBIDITY BARRIERS _ LEGEND r 1 Vo . ' _ ��.• e•; are 11 be used :_ .i, bone, c' w:'e, regard:ess of water depth wee s _ e etn e• �a 'n y, _ F or ory ., . �-s of ,ypes t, .. _ rc spacng o` n_rcn.c-., aepende-i c,. rer. v...., __ c and t c ., n-ee' qua+. y requ:rer-'.e„ n' e barr,er :r. �-y-ert of barn:e! aratlnd wile 'C:Cat�ons may vary '.0 cCt,'=^'n odate cor'StraCLiOr, Opera t'IOn S. 5e at the "a Lrac`tol :,p, ar- ifnie$S Dt^erw Se specified r the ;: cns, However ooyrrerr - .�vigaPor may egU,e segr^ertir".y ba rr, pur'nq Cao5t!L1,t1,11r operations. be antler the pay :te n^ls) estonhsr:ed :r 't'.e plans far Hoot!ng ,u,b;dlty Barrier caac _ _ �dditiondl inrormetloo see Sect,o^ 104 o/ t _ Stoma,-: Se>_c'J,,reno-'s. Staked Turbidity Barrier. Poets it stakea turbidity barrier „ s to be irstc�+ed ve�t'c^, position un:ess otherwise directec•by ,He ri qw eer. TURBIDITY BARRIO APPUCATiONS TURBIDITY BARRIERS Managed and Developed By: Construction Plans Paving / Drainage Details 11alte Real Estate Management BDeve "COLLIER CLUB SUBDIVISION" `,%1)7! 1999 Pointe West Drive, Vero Beach, R 32966 ( Phases II A & II B ) FAX (56,> 794.99,E www.arnrip•c•tr com SILT FENCE GENERAL NOTES 48 HOURS BEFORE D►GGING GV1 nXL FREE 1-800-432-4770 SUI1 S STAJE GILL l7F FLORA, MA:. ,v 48947 RICK J. MELCHIORI Fla. Reg. No. Engineering By: PROJECT NUMBER t Triad International Consultants, LLC 00-002 2145 14th Avenue, Suite 24 (561) 770-4640 FAX Vero Beach, Florida 32960 (561) 770-4707 SHEET OF EB No. 0007936 AA No. 0003147 Architecture — Engineering - Environmental Science 26 26