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CONSTRUCTION PLANS
VICINITY MAP (NOT TO SCALE) for ED? in PALM CITY, FLORIDA INDEX OF SHEETS TITLE SHEET C I. CONSTRUCTION NOTES C2. EROSION CONTROL PLAN C3. DEMOLITION PLAN C4. DRAINAGE & UTILITIES PLAN C5. PAVING & GRADING PLAN C6. PAVEMENT STRIPING C7. CONSTRUCTION DETAILS O 3 OI/Iq/16 Revised Malnt. Sldq., Court, & Prainage 2 II/09/15 Revised Drainage, Added FPL & Lightinq Sleeves I 7130115 Revised per SLC DRC Comments (6125115) NO. DATE DESCRIPTION 2E VISIONS "TITLE TO ALL DOCUMENTS WHICH BEAR THE COPYRIGHT OF MASTELLER & MOLER, INC. IS VESTED SOLELY IN MASTELLER & MOLER, INC. THESE DOCUMENTS ARE PROVIDED TO THE OWNER SOLELY IN CONNECTION WITH JMS THIS PROJECT. ANY OTHER USE OR REUSE OF THESE JMS DOCUMENTS OR ANY REPRODUCTION, DISPLAY, SALE, OR OTHER CJISPOSITION OF THESE DOCUMENTS BY ANYONE IS JMS EXPRESSLY PROHIBITED WITHOUT CONSENT OF MASTELLER & MOLER, INC. PURSUANT TO THE FEDERAL DR/APP COPYRIGHT LAW." ©2016, MASTELLER & MOLER, INC 0 Nw satin mw 6. ICI a ^.0 d2 rk O W Wkv Me W IYrok b¢ I' sw m W N9mid ' ' Y1 .e W OWNER / APPLICANT HARBOUR RIDGE YACHT & COUNTRY CLUB 12600 HARBOUR RIDGE BOULEVARD PALM CITY, FLORIDA 3401010 TEL. (772) 336-8g08 ENGINEER MASTELLER & MOLER, INC. 1655 27TH STREET, SUITE 2 VERO BEACH, FLORIDA 32g60 Phone: (772) 567-5300 Fax: (772) 7q4-1106 mastmolr®bellsouth.net RVEYOR MASTELLER, MOLER & TAYLOR, INC. 1655 27TH STREET, SUITE 2 VERO BEACH, FLORIDA 32g60 Phone: (772) 564-8050 Fax: (772) 7q4-1106 dt5243Qbellsouth.net (Iof - cr 13uA' UTILITIES 4 $ y NOflTH# IVEP SHOPgFks — LOCATION OF UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM INFORMATION FURNISHED BY UTILITY COMPANIES AND ARE APPROXIMATE ONLY. CONTRACTOR 15 TO FAMILIARIZE HIMSELF WITH, AND VERIFY CONDITIONS AT SITE. CONTRACTO HALL MAKE DILIGENT INQUIRY AT THE OFFICE OF THE UTILITY COMPANIES AND F17 AUTHORITIES TO DETERMINE THE EXACT LOCATION OF UTILITY STRUCTURE CONTRACTOR SHALL NOTIFY, IN WRITING, THE UTILITY COMPANIES, MUNICIP AND OWNERS INVOLVED OF THE NATURE AND SCOPE OF THE PROJECT, AND OF OPERATIONS THAT AFFECT THEIR FACILITIES OF PROPERTY. HARBOUR RIDGE TENNIS /FITNESS /POOL MASTELLER & MOLER, INC. CONSULTING ENCINEEQ3 CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 7q4-1106 M V � 1� RL :. JdV 6,), JOHN N. B0YE2, P.E. FL GENERALNOTES 1. THE CONTRACTOR SHALL NOTIFY THE OWNER (772) 336-8908 AND ENGINEER (772) 567.5300 A MINIMUM OF (48) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH 62-555.314, F.A.C.: THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" MOST CURRENT EDITION, AND CITY OF PORT ST LUCIE DESIGN STANDARDS, AS APPLICABLE. 3. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. 5. ALL BACKFILL OVER PIPES UNDER PLANNED PAVEMENT AREAS SHALL BE COMPACTED PER F.D.O.T. STANDARD SPECIFICATIONS, SECTION 1258.3., TO 98% OF THE MAXIMUM DENSITY PER AASHTO T-180. 6. LOCATION OF EXISTING UTILITIES DEPICTED ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION AND VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN, IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES, AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND ENGINEER OF ANY DAMAGE DURING HIS CONSTRUCTION EFFORTS, AND REPLACE OR REPAIR DAMAGE TO THE SATISFACTION OF THE UTILITY COMPANY. AT NO ADDITIONAL COST TO THE OWNER. 7. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER, AND ENGINEER OF RECORD. & INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORK BY THE OWNER, PERMITTING AGENCIES, OR ENGINEER OF RECORD SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND LAWS. 9. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. 10. OWNER SHALL PROVIDE SELECTED CONTRACTOR WITH COPIES OF PERMITS RECEIVED FOR THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NOT PROVIDED BY THE OWNER. 11. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 12. CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC PLAN. 13. CONTRACTOR SHALL NOT REMOVE ANY TREES FROM PROJECT SITE WITHOUT PRIOR AUTHORIZATION FROM PROJECT OWNER OR ENGINEER. 14. THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY INSPECTIONS. 15. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES, TO INCLUDE THE USE OF TEMPORARY PIPING AND/OR SWALES. 16, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A CLEAN AND ORDERLY MANNER DURING CONSTRUCTION. ALL TRASH AND DEBRIS IS TO BE REMOVED ON A DAILY BASIS, OR IN A REFUSE CONTAINER APPROVED BY THE LOCAL WASTE MANAGEMENT AUTHORITY, AND REGULAR REMOVAL IS TO BE SCHEDULED BY THE CONTRACTOR. 17. ALL PROPOSED MODIFICATIONS TO APPROVED PLANS SHALL BE SUBMITTED TO THE ENGINEER IN WRITING FOR CONSIDERATION. NO FIELD CHANGES OR DEVIATIONS FROM THE APPROVED DESIGN SHALL BE MADE WITHOUT PRIOR CONSULTATION WITH THE ENGINEER. 18, CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE AND BONDS REQUIRED BY THE OWNER FOR THIS PROJECT. 19. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANY PUBLIC LAND CORNER, GPS CONTROL POINT, OR OTHER SURVEY BENCHMARK WITHIN THE PROJECT LIMITS. ANY SURVEY BENCHMARK DAMAGED OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 20. CONTRACTOR SHALL NOTIFY THE ENGINEER AND GEODETIC INFORMATION CENTER OF ANY NGVD 1929 MONUMENT DISTURBED OR IN DANGER OF BEING DISTURBED IN THE PROJECT LIMITS: GEODETIC INFORMATION CENTER MARK MAINTENANCE SECTION ATTN: N/CG-162 6001 EXECUTIVE BLVD. ROCKVILLE, MD 20852 TELEPHONE; (301) 443-8319 21. CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF APPROVED CONSTRUCTION PLANS, SPECIFICATIONS, CONSTRUCTION PERMITS, AND ANY SPECIAL PROVISIONS. 22. ALL POND & SWALE SLOPES OF 5:1 OR GREATER WILL BE SODDED. 23. CONTRACTOR SHALL SOD ALL DISTURBED AREAS NOT COVERED BY BUILDINGS OR PAVING. HYDROSEED & MULCH MAY BE APPLIED IF APPROVED BY THE ENGINEER. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS. 25. THE DEWATERING OF ANY EXCAVATION AREAS AND THE DISPOSAL OF WATER SHALL BE IN STRICT ACCORDANCE WITH THE LATEST REVISION OF ALL LOCAL AND STATE GOVERNMENT RULES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAIN ANY REQUIRED DE -WATERING PERMIT FROM THE APPROPRIATE AGENCIES PRIOR TO COMMENCING DEWATERING OPERATIONS. 26. CONTRACTOR SHALL ENSURE THAT ALL DENSITY TESTS ARE PERFORMED PER AASHTO T-180 METHOD PAVEMENT 1. STRIP THE PROPOSED CONSTRUCTION LIMITS, INCLUDING A MARGIN OF AT LEAST FIVE BEYOND PAVEMENT EDGES, OF VEGETATION, ROOTS, RUBBLE AND OTHER DELETERIOUS MATERIALS. WE EXPECT AVERAGE CLEARING AND GRUBBING TO DEPTHS OF UP TO 6" TO 12" IN MOST AREAS OF THE ROADWAYS; HOWEVER AT SOME LOCATIONS, GRUBBING DEPTHS OF UP TO SEVERAL FEET MAY BE NECESSARY TO REMOVE LOCALIZED POCKETS OF ROOT MATS AND/OR LARGE STUMPS. THIS STRIPPED AND GRUBBED SURFACE SHOULD BE EXAMINED AND APPROVED BY THE ENGINEER BEFORE PLACEMENT OF SUBSEQUENT FILLS. ANY EXISTING COLLAPSIBLE OR LEAK PRONE UTILITIES SHOULD BE COMPLETELY REMOVED FROM PAVEMENT AREAS. 2. PROOF ROLL THE STRIPPED SURFACE WITH A VIBRATORY ROLLER WEIGHING AT LEAST 6 TONS UNDER THE SUPERVISION OF THE ENGINEER, TO LOCATE ANY UNFORESEEN SOFT AREAS OF UNSUITABLE SOILS, TO INCREASE THE DENSITY OF THE SHALLOW VERY LOOSE TO LOOSE FINE SAND SOILS, AND TO PREPARE THE EXCAVATED SURFACE FOR THE ADDITION OF THE FILL SOILS. EACH PASS SHOULD OVERLAP THE PROCEEDING PASS BY 30% TO INSURE COMPLETE COVERAGE. IF DEEMED NECESSARY, IN AREAS THAT CONTINUE TO YIELD, REMOVE ALL DELETERIOUS MATERIALS AS INDICATED BY ENGINEER PERSONNEL AND REPLACE WITH A CLEAN COMPACTED SAND BACKFILL, THE PROOF- ROLLING SHOULD OCCUR AFTER STRIPPING AND BEFORE FILLING. 3. CONTINUE COMPACTION EFFORTS UNTIL A SOIL DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) IS ACHIEVED TO A DEPTH OF 12" BELOW THE STRIPPED SURFACE, INCLUDING THE FIVE FEET MARGIN. DEPENDING ON WEATHER CONDITIONS OR OTHER FACTORS, THE ADDITION OR DRAINAGE OF WATER MAY BE NECESSARY TO AID COMPACTION EFFORTS. ADDITIONAL PASSES AND/OR OVER -EXCAVATION AND RE -COMPACTION MAY BE NECESSARY IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED BY THE REQUIRED PROOF -ROLLING, CORRECTED, AT NO ADDITIONAL COST. 7. TRAFFIC CONTROL SIGNAGE SHALL BE ERECTED AIJP. PAVEMENT MARKINGS SHALL BE PAINTED AS REQUIRED BY ORDINANCE AND THE GOVERNING AUTHORITY SPECIFICATIONS. ALL TRAFFIC PAVEMENT MARKINGS SHALL BE EXTRUDED ALKYD BASE THERMOPLASTIC. DRAINAGE & STRUCTURES 1. ALL STORM WATER PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP), CLASS III AND CAP PIPE , RESPECTIVELY, AS NOTED ON THE PLANS, AND IN ACCORDANCE WITH THE SPECIFICATIONS OR APPROVED EQUAL. 2. INLETS SHALL BE PRE -CAST IN CONFORMANCE WITH F.D,O.T. STANDARD SPECIFICATIONS WITH 28 DAY 4000 PSI CONCRETE. 3. ADJUSTMENT OF INLET AND MANHOLE TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. NO CLAIM SHALL BE MADE AGAINST THE OWNER AND/OR ENGINEER IN THE EVENT ADJUSTMENTS ARE NECESSARY. 4. ALL CORRUGATED ALUMINUM PIPE (CAP) SHALL BE SPIRAL RIBBED WITH A MANNING'S "n"=0.012. 5. STORM STRUCTURES SHALL COMPLY WITH FDOT DESIGN STANDARDS, LATEST EDITION, AS FOLLOWS: 5.1. ALL STRUCTURES- REFERENCE INDEX201 5.2. TYPE J & P MANHOLES - REFERENCE FOOT INDEX 200. 5.3. TYPE 1 -4 INLETS - REFERENCE FOOT INDEX 200 & 210. GRATE ELEVATION FOR TYPE 14 INLETS REFERS TO EP GRADE. 5.4. TYPE C, D, E & H INLETS - REFERENCE FOOT INDEX 232. 5.5. TYPE F & G INLETS - REFERENCE FOOT INDEX 233. 5.6. TYPE V INLETS - REFERENCE FOOT INDEX 221. 5.7. ALL STORM PIPE - REFERENCE FOOT INDEX 280 UTILITIES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE HARBOR RIDGE YACHT & COUNTRY CLUB'S UTILITY STANDARDS MANUAL, LATEST REVISION, AND WITH ALL APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. HRYCC STANDARDS AND OPINIONS SHALL GOVERN OVER DIFFERENCES IN THE FOLLOWING NOTES. 2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR ALL SEWER AND WATER APPURTENANCES PRIOR TO FABRICATION, 3. ALL POTABLE & RAW WATER PIPING, JOINTING, AND PACKING MATERIALS, INTERNAL COATING AND LININGS, FITTINGS, AND APPURTENANCES USED IN THIS PROJECT SHALL BE IN CONFORMANCE WITH THE CORRESPONDING AWWA STANDARDS AND NSF REQUIREMENTS AS APPLICABLE. 4. ALL PIPE AND FITTINGS AS WELL AS SOLDER AND FLUX INSTALLED OR USED IN THE CONSTRUCTION OF THIS PROJECT ARE TO COMPLY WITH 62-555,322 F.A.C. WITH REGARD TO LEAD. & ALL PVC PIPE 4" - 12" DIAMETER FOR POTABLE WATER MAINS SHALL BE THICKNESS CLASS DR-18 MEETING AWWA C900 AND SHALL BE BLUE OR APPROVED EQUAL. RAW WATER PIPE SHALL BE WHITE WITH BLUE LONGITUDINAL STRIPING AND MARKED "RAW WATER." 6. ALL PVC PIPE 3" OR SMALLER FOR WATER MAINS SHALL BE THICKNESS CLASS SDR-21 MEETING ASTM D2241 AND SHALL BE BLUE OR APPROVED EQUAL. 7. ALL DIP FOR WATER MAINS SHALL BE PRESSURE CLASS 350 MEETING AWWA C150. 8. ALL PVC PIPE FOR GRAVITY SEWER MAINS SHALL BE SDR-35 MEETING ASTM C-76 AND SHALL BE GREEN OR APPROVED EQUAL. 9. ALL PVC PIPE FOR SEWAGE FORCE MAIN SHALL BE AWWA C-900 DR-18 AND SHALL BE GREEN OR APPROVED EQUAL. 10. ALL PE PIPE 4" THROUGH 63" DIAMETER SHALL BE AWWA C906, PE-3408, DR-11 OR APPROVED EQUAL. POTABLE & RAW WATER PE PIPE SHALL CONFORM TO AND BEAR THE MARKINGS OF NSF STANDARD 61. PE PIPE SHALL HAVE A COLOR -CODED LONGITUDINAL STRIPE AS FOLLOWS: BLUE FOR POTABLE WATER; WHITE FOR RAW WATER; PURPLE FOR REUSE WATER, AND GREEN FOR WASTEWATER. 11. BENDS SHALL BE INSTALLED ON WATER MAINS AS NECESSARY TO AVOID CONFLICT WITH PROPOSED OR EXISTING STRUCTURES AT NO ADDITIONAL COST TO OWNER. 12. WATER MAIN AND FORCE MAINS SHALL BE INSTALLED WITH 36" MINIMUM COVER AND SHALL BE CONSTRUCTED SO AS TO AVOID EXISTING AND KNOWN FUTURE UTILITY LOCATIONS. 13. THE BACKFILL OVER ANY WATER MAIN, FORCE MAIN AND SANITARY SEWER IS TO BE COMPACTED IN 6" LIFTS MAXIMUM WITH A MECHANICAL TAMPER OR OTHER MEANS ACCEPTABLE TO THE OWNER AND/OR ENGINEER. UNSUITABLY SIZED STONES (REFERENCE AWWA SPECIFICATIONS) SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF SIX INCHES BELOW THE BOTTOM OF THE PIPE. COMPACTION SHALL BE TO 98% MODIFIED PROCTOR IN ACCORDANCE WITH AASHTO T-180. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH COMPACTION TEST RESULTS AT 200' INTERVALS AT HIS EXPENSE. 14. ALL PRESSURE AND BACTERIOLOGICAL TESTING FOR WATER MAINS, TWINFILTRATION TESTS FOR GRAVITY SEWER AND PRESSURE TEST FOR FORCE MAINS, SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND COORDINATED WITH THE OWNER AND ENGINEER. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL TEST RESULTS. 15. MAGNETIC IDENTIFICATION TAPE SHALL BE INSTALLED OVER ALL PVC WATER MAINS AND SEWAGE FORCE MAINS. 16. THE OWNER WILL PROVIDE THE CONTRACTOR WITH A BASELINE AND A BENCHMARK FOR THE CONTRACTOR'S USE IN CONSTRUCTING THE SANITARY SEWER AND POTABLE WATER SYSTEM. THE CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY ADDITIONAL SURVEY WORK SUCH AS GRADE STAKES, OFF -SET STAKES AND CUT SHEETS. 17. CONTRACTOR SHALL OBTAIN A COPY OF THE F.D.E.P. WATER PERMITS AND PERFORM SAMPLING & TESTING IN CONFORMANCE WITH THE PERMIT CONDITIONS, 18. WATER MAINS AND FORCE MAIN SHALL BE FLUSHED AT A MINIMUM VELOCITY OF 2.5 FPS PRIOR TO PRESSURE TESTING AND DISINFECTION. 19. THE CONTRACTOR SHALL DISINFECT THE NEW WATER SYSTEM IN CONFORMANCE WITH AWWA C651, C652, AND C653 AS APPLICABLE, EXCEPT THAT BACTERIOLOGICAL EVALUATIONS TO VERIFY PROPER DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WITH 62-555.340 FAC. THE CONTRACTOR SHALL HAVE WATER SAMPLES TESTED AT HIS EXPENSE, WHICH SAMPLES SHALL BE PROVIDED TO THE ENGINEER TO ASSURE OBTAINMENT OF REQUIRED CHLORINE RESIDUALS. FOLLOWING SATISFACTORY CHLORINATION, THE SYSTEM SHALL BE FLUSHED TO ACHIEVE NORMAL CHLORINE RESIDUALS. BACTERIOLOGICAL SAMPLES SHALL BE TAKEN ON TWO (2) CONSECUTIVE DAYS, AT THE CONTRACTOR'S EXPENSE, AND RESULTS SHALL BE PROVIDED TO THE ENGINEER. IF THE SYSTEM PRESSURE DROPS FOLLOWING (2) SUCCESSFUL DISINFECTIONS, THE WATER SYSTEM SHALL BE SUBJECT TO RE -TESTING. TESTING LOCATIONS SHALL BE PER FDEP PERMIT REQUIREMENTS. 20. WATER SYSTEM PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVE, FOR TWO (2) HOURS IN DURATION OR AS ACCEPTABLE TO THE UTILITY OWNER, AT AN AVERAGE PRESSURE OF 150 PSI. ALLOWABLE LEAKAGE WILL BE COMPUTED BASED ON AWWA C605 FOR PVC PIPE AND AW WA C600 FOR DIP AS FOLLOWS: L= NDP 1/2 WHERE: L = LEAKAGE ALLOWABLE (GPH) 7,400 N = NUMBER OF PIPE JOINTS D = NOMINAL PIPE DIAMETER (INCHES) P = AVERAGE TEST PRESSURE (PSI, GAUGE) 21. PRESSURE TESTING OF PE PIPE SHALL COMPLY WITH AWWA MANUAL M55, ASTM F 2164, AND PLASTIC PIPE INSTITUTE (PPI) HANDBOOK OF POLYETHYLENE PIPE. PE PIPE SHALL BE TESTED AFTER INSTALLATION (i.e.: DIRECTIONAL BORE); ZERO LEAKAGE WILL BE ALLOWED. 25. FORCE MAINS (SANITARY SEWER & RECLAIMED) SHALL BE PRESSURE TESTED THE SAME AS WATER MAINS, EXCEPT THAT TEST PRESSURE SHALL AVERAGE NO LESS THAN 100 PSI. 26. USE POTABLE WATER FOR PRESSURE TESTS. 27. ALL POTABLE WATER MAINS SHALL BE CONSTRUCTED OF P.V.C. PIPE UNLESS NOTED OTHERWISE. 28. GRAVITY SEWER AND MANHOLES SHALL BE CLEANED OF ALL DEBRIS, GRIT AND OTHER MATERIALS FOLLOWING COMPLETION OF THE SYSTEM. THE SYSTEM SHALL BE TESTED BY THE CONTRACTOR, AT HIS EXPENSE, IN THE PRESENCE OF THE ENGINEER, FOR INFILTRATION, INFILTRATION SHALL NOT EXCEED 50 GALLONS/DAYANCH DIAMETERWILE. TELEVISION TESTING FOR ALL GRAVITY SEWERS SHALL ALSO BE REQUIRED. 29. ADJUSTMENT OF MANHOLE TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE AND NO CLAIM SHALL BE MADE AGAINST THE ENGINEER AND/OR OWNER FOR THESE ADJUSTMENTS, IF REQUIRED. 30. LATERALS AND CLEANOUTS SHALL BE INSTALLED AS REQUIRED BY APPLICABLE PLUMBING CODES. 31. THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES OF AS -CONSTRUCTED INFORMATION SHOWING THE CONSTRUCTED LOCATION OF ALL MAINS, FITTINGS, VALVES, LATERALS (AT THE MAIN AND TERMINAL POINT), MANHOLES AND OTHER WATER AND SEWER APPURTENANCES. THE FORMAT SHALL BE APPROVED BY THE OWNER PRIOR TO SUBMISSION. SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610. F.A,C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE, HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE (B) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY SENSIBLE), THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THIS REQUIREMENT (I.E., THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFLICT MANHOLES), BUT SUPPLIERS OF WATER OR PERSONS PROPOSING TO CONSTRUCT CONFLICT MANHOLES MUST FIRST OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN ACCORDANCE WITH PART V OF THIS CHAPTER AND MUST PROVIDE IN THE PRELIMINARY DESIGN REPORT OR DRAWINGS, SPECIFICATIONS, AND DESIGN DATA ACCOMPANYING THEIR PERMIT APPLICATION THE FOLLOWING INFORMATION: 1. TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFLICT MANHOLE. 2. A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE. 3. ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB -SUBPARAGRAPHS A THROUGH D BELOW. A. EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SETTLING BETWEEN THE MAIN AND THE MANHOLE, B. WITHIN EACH CONFLICT MANHOLE, THE WATER MAIN PASSING THROUGH THE MANHOLE SHALL BE INSTALLED IN A WATERTIGHT CASING PIPE HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE). C. EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALLOW FOR EASY CLEANING OF THE MANHOLE. D. GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE. (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. (5) IN THE EVENT THAT FDEP AND LOCAL UTILITY STANDARDS CONFLICT, THE MORE STRINGENT STANDARD SHALL APPLY t_9 Lei A Ll W DESCRIPTION EXISTING PROPOSED @LOCK NUMBER Q Q BUILDING OR STRUCTURE 0 CENTERLINE 4- - - 4- HEAD WALL CURB CUT AND PATCH EASMENT LINE - - - - - - FENCE (AS INDICATED) - x . - -.----»-- LOT LINE LOT NUMBER 2 02 PHASE LINE PROPERTY LINE ---- --- RAILROAD TRACKS-�-� RIGHT-OF-WAY LINE ---- - 31ON (POST MOUNTED) -o -_- TRAFFIC FLOW ARROW = ASPHALT DRIVE AD GRAVEL DRIVE GD CONCRETE DRIVE CD EDGE OF PAVEMENT - MAILBOX/NEWSPAPER BOX o TREE BENCH MARK CONCRETE FLUME CONCRETE MITER END ===4= -® CONTOURS __20- - �-20-.-- CURB INLET DRAINAGE FLOW ARROWFINISH FLOOR FLOOR F.F.=20.00 F.F.=20.00 INLET - -D- - SAND CEMENT RIP -RAP SOIL BORING LOCATION AND NUMBER +2 +2 SPOT ELEVATION STORM DRAIN PIPE STORM MANHOLE ---®--- -®- STRUCTURE NUMBER S-1 S-1 SWALE -...- -...- BASH DIVIDE SILT FENCE x-x-x-x x CLEAN OUT -� UNDERDRAIN - DITCH BLOCK -OFF & TERMHAL RESTRAINTS ----------ro REDUCER -----fl------ �-�-- FIREHYDRANT GATE VALVE YP VALVE BOX ,HYDRANT Ti & VALVE RESTRAINTS ----- i ------- Fy GATE VALVE & BOX -----Po------ -04--- WATERMAIN W/ 3' ---xm-(s•s}-- COVER TYPICAL I" SERVICE LATERAL W/ �_ METER BOX _---------- 1-1/2' SERVICE LATERAL W/ (2) METER BOXS RESTRAINED JOINT TEE i RESTRAINED BEND ` TELEPHONE JUNCTION BOX TELEPHONE LINE -_- ME - - - - - - TE r - UNDERGROUND ELECTRIC LINE ---ELEo----- -ELEC- OVERHEAD WIRE -----CH----- _011 LIGHT POLL - WATER WELL POWER POLE GUY WIRE t=- TV CABLE BOX GAS MAIN - - - - - - s - - - - - GAS - UNDERGROUND CABLE TV ---CAN----- -CAW Call 48 hours before you dtq in Florida It's the Lar7 DIAL 811 Suroheie $tote One Coi of Florda, Inc. LOCATION OF DETAIL ON DETAIL SHEET AD i 4. FILL TO SUBGRADE LEVEL USING CLEAN SANDS WITH LESS THAN 5% SOIL FINES PASSING THE NO. 200 SIEVE. STRUCTURAL FILL SHOULD BE FREE OF ANY ORGANICS OR OTHER DELETERIOUS MATERIAL. THE FILL SHOULD BE PLACED IN FDEP SEPARATION NOTES b 9 SHEET A: WHERE DETAIL IS SHOWN UNIFORM 12-INCH LOOSE LIFTS AND COMPACTED TO 96% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T-180, p DETAIL ASTM D 1557). � SHEET 3: WHERE DETAIL IS CALLED OUT SHEET FROM 62-555.314, FAC: 0 5. THE OWNER RESERVES THE RIGHT TO REQUEST FROM THE CONTRACTOR ASPHALTIC CONCRETE SURFACE COURSE MIX SECTION LETTER CERTIFICATIONS TO ASSURE COMPLIANCE WITH F.D.O.T. SPECIFICATIONS. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR A U STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. 3 6 (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SHEET 5: WHERE SECTION IS SHOWN 6. IMPROPER DRAINAGE OF PAVED AREAS AND DRAINAGE SWALES WILL NOT BE ACCEPTED. ANY PONDING OR IMPROPERLY THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM �- SHEET 3: WHERE SECTION IS TAKEN i DRAINED AREAS WILL BE COMPLETELY STRIPPED OUT AND RE -GRADED OR RE -PAVED UNTIL ALL DEFECTIVE DRAINAGE IS Q TYPICAL SECTION CALL OUT CONSTRUCTION NOTES z Title to all documents which bear the copyright of Z:ozA)vN JI"II Q) Masteller & Molar,Inc. Is vested solely inCONSTRUCTION PLANS Per & Molar, Inc. These documents are � MASTELLER& MOLER, INVr provided to the owner sole) g 6s(P D JMI in connection with this project. Any other use or reuse of these 0 3 DI 19 16 Revised Mdnt. Bidq„ Court, & Dromoge JMB D - _ (n /1\ �� O O (I �F ��� D \ documents or any reproduction, display, sale e " 2 11/09/15 Revised DrolnDge, Added PPL & Llghtinq SleevesI�p' U U L1 ILLJJvuu1 I�("��J lutLt fI ILJhVVI ILL11�+��III ILL II=LL<11 other disposition of these documents by anyone nA� 1/8/201! i is expressly prohibited without Consent of a. ^" 1 7130115 Revised per SLC ORC Comments (6125115) JMB Masteller & Moler, Inc. pursuant to the Federal NT: No. DATE vEscarraN Drt�APP CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Law. 01/19/2016 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 TENNIS / FITNESS / POOL _ SHEET C01 7 i REVISIONS (772) 567-5300 FAX (772j 794-1106 Sr LUCIE COUNTY FLORIDA m2016,MASTELLER&MOLER,INC. JOHN M. BOYER, P.E. FL / (-170 PROJECTNO.: 140 Nll NOTES NOTICE TO CONTRACTORS: THIS PROJECT IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) AS ADMINISTERED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP). THE CONTRACTOR SHALL THEREFORE COMPLY WITH THE REQUIREMENTS OF FDEP'S "GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES" PER FDEP DOCUMENT NUMBER 62-621.300(4) (A). IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAINTAIN BMP'S AT THE SITE IN ACCORDANCE WITH THE CONDITIONS OF THE "GENERIC PERMIT". THE CONTRACTOR SHALL BE CONSIDERED TO BE THE "OPERATOR" AS DEFINED HEREIN. THE OPERATOR IS DEFINED AS: THE LEGAL ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND THAT HAS THE AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR'S RESPONSIBILITIES ARE AS A MINIMUM AS FOLLOWS: 1. PREPARE STORMWATER POLLUTION PREVENTION PLAN AND MAINTAIN THE SITE IN ACCORDANCE WITH THAT PLAN. 2. FILE A "NOTICE OF INTENT', (DEP FORM 62-621.300(4) (D), INCLUDING APPLICABLE PERMIT PROCESSING FEES .PROOF OF N01 SHALL BE PROVIDED TO ENGINEER PRIOR TO PRE -CONSTRUCTION MEETING. A COPY OF THE "N01" OR A LETTER FROM THE FDEP CONFIRMING COVERAGE UNDER THE PERMIT SHALL BE POSTED ON SITE FOR PUBLIC VIEWING. 3. PROVIDE A "QUALIFIED INSPECTOR" TO PERFORM THE REQUIRED INSPECTIONS, REPORTING, AND OTHER DOCUMENTATION IN ACCORDANCE WITH THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, DEP DOC # 62-621(4) (A). 4. BEFORE CONDUCTING ANY PROJECT ACTIVITIES THE OPERATOR AND ALL SUBCONTRACTORS SHALL SIGN AND PROVIDE TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, THE OWNER/DEVELOPER AND THE ENGINEER A COPY OF THE FOLLOWING: "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (FDEP DOC #62-621-.300(4) (A)) AND THE STORM WATER POLLUTION PREVENTION PLAN." THE CERTIFICATION MUST INCLUDE THE NAME AND TITLE OF THE PERSON PROVIDING THE SIGNATURE; THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE CONTACTING FIRM; AND THE DATE THE CERTIFICATION IS MADE. 5. WITH IN 14 DAYS OF A DIFFERENT OPERATOR TAKING RESPONSIBILITY OF THE CONSTRUCTION ACTIVITIES A "NOTICE OF TERMINATION" (DEP FORM 62-621-300(6) ) SHALL BE SUBMITTED. IF A "N.O.T." IS SUBMITTED DUE TO A CHANGE OF OPERATOR, WITHIN 48 HOURS BEFORE ASSUMING CONTROL OF THE CONSTRUCTIONS ACTIVITIES, THE NEW OPERATOR SHALL FILE A SIGNED 'N.O.I" IN ACCORDANCE WITH THIS PERMIT. 6. WITHIN 14 DAYS OF THE FINAL STABILIZATION OF THE SITE, OPERATOR SHALL FILE A "NOTICE OF TERMINATION" (DEP FORM 62-621-300(6), TO THE F.D.E.P. WITH COPIES TO THE OWNER AND ENGINEER. STORMWATER POLLUTION PREVENTION PLAN NATURE OF CONSTRUCTION ACTIVITY: COMMERCIAL DEVELOPMENT SEQUENCE OF CONSTRUCTION EVENTS: 1. INSTALL SILT FENCE AND OTHER EROSION CONTROL DEVICES. 2. CLEAR AND GRUB SITE. 3. ROUGH GRADE SITE. 4. CONSTRUCT UNDERGROUND UTILITIES. 5. CONSTRUCT STORMWATER CONVEYANCE SYSTEM. 6. CONSTRUCT PAVING SUB -GRADE AND BASE. 7. CONSTRUCT BUILDINGS. 8. CONSTRUCT PAVEMENT AND SIDEWALKS. TOTAL AREAS OF THE SITE: 7.94 ACRES AREAS TO BE DISTURBED: 5.30 ACRES SOIL DESCRIPTION: N/A DRAINAGE AREA SIZE: 7.94 ACRES ST MANAGEMENT PRACTICES (BMP'S SILT FENCE, INLET PROTECTION, CONSTRUCTION SEQUENCE MINIMIZED TIME FOR POTENTIAL EROSION, GRAVEL ENTRANCE LIMITS SOIL ON ADJACENT PAVED ROADWAYS. POTENTIAL POLLUTANTS: PORTABLE TOILET CHEMICALS WILL BE PROPERLY HANDLED AND DISPOSED. PETROLEUM PRODUCTS (IE: LUBRICATIONS, FUEL) SHALL BE HANDLED AND STORED IN SUCH A MANNER TO MINIMIZE IMPACTS FROM SPILLS. INSPECTIONS: SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY AND AFTER EACH RAINFALL EVENT GREATER THAN 0.5 INCHES. A RAIN GAGE SHALL BE INSTALLED ON SITE TO MONITOR RAINFALL. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ADDITIONAL EROSION CONTROL AS NECESSARY TO MEET STATE AND LOCAL REQUIREMENTS. PERMANENT STORMWATER CONTROLS: SITE'S STORMWATER RUNOFF WILL BE ROUTED TO AN EXISTING STORMWATER MANAGEMENT SYSTEM FOR TREATMENT AND ATTENUATION. RESPONSIBLE AUTHORITY: (CONTRACTOR - TBD) EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL USING BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS COMPLETE. 2. ATTENTION IS DIRECTED TO THE FACT THAT BMP's ARE PERFORMANCE -BASED. IN THE EVENT THAT INSTALLED BMP's FAIL TO CONTROL EROSION AND/OR STORM WATER POLLUTION ADDITIONAL BMP's WILL BE REQUIRED. 3. SILT FENCE SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION. 4. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED IMMEDIATELY IF DAMAGED. 5. THE CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING AND COMPLETION OF ALL UNDERGROUND UTILITIES. 6. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE SODDED WITHIN 7 DAYS OF FINAL GRADING. ROUGH GRADING LEFT, OR INTENDED TO BE LEFT, FOR MORE THAN 7 DAYS SHALL RECEIVE TEMPORARY STABILIZATION. 7. ALL INLETS SHALL BE PROTECTED FROM COLLECTION OF ERODED MATERIALS BY INSTALLATION OF TEMPORARY FILTER FABRIC AND/OR HAY BALES/WADDLES, 8. FLOATING TURBIDITY BARRIERS SHALL BE INSTALLED WITHIN ALL WATER BODIES DOWNSTREAM OF CONSTRUCTION ACTIVITIES WHERE PROTECTION AGAINST TURBID WATERS DISCHARGE MAY OCCUR. 9. THE CONTRACTOR SHALL PROVIDE DUST CONTROL, SUCH AS AN ONSITE WATER TRUCK. GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) I Inch = 60 rt. lull; TURNABOUT LANE TURNABOUT LANE - - - - - - - 60'PUBLIC R/W A , .,,,.�,.�,�._-.-=-�,F------ _.,.s.,.-�-. -�- .•^-�'m.-'•^..•-�---••... __- Dare.:_^.^.--,a,P" _�.bp€". _....a _-'�^---<�........._...-_ -.. -:-- _-"'_ --„ -'_ '�_'."' -gin_ - - - - _._._--- ----- ---- --- -- -- ---- ---- - L'x 6 I ING )W R ! A HOLE TO REMAIN APPROXIMATE INSTALL TYPE III SILT FENCETM 1- ,I,;F NCAt - EE IJTI 11Y PLAN r,,.. LIMIT OF DEVELOPMENT ALONG (f OJECT PERIMETER T4 ) xisu" _ , ---- -- _. , _ ff rtM iM YJNfL-- 5f f `fS-5T-ABIth?SD �.,., mr,ms..r-�:etx,. sae �a aaa �y,.a,h17 .a .r z.. ,ra�aYa:e-��a� �. 7dh1Sldavalk J Anchor Bales Wlth 2 - 2' x e x 4' Stakes Per Bale. (71 -_ Ditch Ditch & Gutter Curb & Gutter I PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Po Sf (Options; 2 x 4" 2J Min. Did. Woods 1.33 Ids/Ft. Mlnd-- 6 Optional Post Positions-__ �.,. Principle Post Position �f"-'fir ,�.--(Canted 20` Toward Flow) Filter Fabric (In Conformance With Soo. 985 FDOT SF ELEVATION SECTION TYPE 111 SILT FENCE Type III Silt Fence Fabric silt Flow J Note, Spacing for Type ]II Fence to be in .r ,, a., accordance with Chart I. Sheet I of 3 and ditch Installations at drainage structures Sheet 2 of J. Type X Silt Fence Protection Type Silt Fence Around Ditch Bottom Inlets. Do not deploy /n a manner that silt fences will act as a dam cross permanent flowing watercourses. Slit fences are to be used at upland locations and turbidity barriers used at permanent bodies of wafer. SILT FENCE APPLICATIONS - ,o• Prop dz" r Proposed Existing _ tloncl Post Positions AND CLEARING AND ENVIRONMENTAL NOTES �' _ _ _ 4-- _ _ _ _ - s _` �s`_ ,y" n n ,��, v�+, i TJd , $" GRAVITY SEWEk _-�"'� 1°, :' TennisT&I `rt,^` ;;,. Tennis Cou Tennis Courts Post Options, Softwood 4' Did. Pitxlple Post Position _ ��� '"-\\ \ + r rt/� `' T� r-7 n Poultry Mesh ( 20 Oa. min. (Canted 39 Toward Flow) �"-" y,�l, • S a I ! I I HoO� 3" DIa I i le P a D n �, .a+ ° - -I - -� l0 Mox. I IndexeNo. 45/a& Sec. Fabric �k I Steel 1.33Ibs/ft MI 8, N „« ? \ °. T +,/ a-`" a a a a a FDOT S Sped. 1 Poul Mesh or GRUBBING, TREE REMOVAL AND LAND CLEARING SHALL BE CONDUCTED „ + + / ^' ,. \ - F �" } T I ''t +' + +" P p Type a Fenoe Fabric UNDER THE PROJECT'S ENVIRONMENTAL RESOURCE PERMIT AND LAND e �� +i + vs Lr�, \ \�/sT+r �• - _ +, + + CLEARING & TREE REMOVAL PERMIT. THE CONTRACTOR SHALL MAINTAIN A °� n ° :. ° wG o +' low Fabric + , x , Concrete \ „\ \ ,s. -�" - - -` r'- -- -I t- - 'i COPY OF THE PERMITS AT THE SITE DURING LAND CLEARING AND TREE ♦ - +' 2 +'"' �'" Paves \ d., �_� _ I I f� i� °,. +' --+ 2� ,°- '% 'MTV \ \ c' I t r°r- -'°' -i, •� 'I -a ,r- -w` r 1 _ I` ® t Flow REMOVAL OPERATIONS. �: �� \to M sN to ,i Fiter Fobrio (In PRIOR TO COMMENCING LAND CLEARING OPERATIONS THE ENGINEER,I or ary / + s+ \sFLT_ ELEVATION Conformance With SECTION _ Reader , OWNER, AND CONTRACTOR SHALL INSPECT THE SITE TO IDENTIFYm r - Sec. 985 FOOT Spec) PRESERVATION TREES AND OTHER RESOURCES. CONTRACTOR SHALL ..^ • (By 0the s) - \� a Y� INSTALL BMP'S PRIOR TO COMMENCEMENT. ..� i +''6 +'" N ��= I I"r� •v -L -_ .:; TYPE IV SILT FENCE / \r �/''+(' „° 11 PROTECTED/LISTED SPECIES d +' , +' \ m \ ° \' - i T $ r ° a te- -- - +•' a +J +,r Existing+' PRIOR TO COMMENCEMENT OF LAND CLEARING THE OWNER SHALL ° 1 , .^ r .,ar tr �\; �. out�i, � Tennis Courts I CONDUCT A LISTED SPECIES SURVEY AND REMOVE ANY LISTED SPECIES FROM THE CONSTRUCTION AREA. THE CONTRACTOR SHALL COMPLY WITH \ r ° P� ' J ° �ts� e \ ve ` \ \ L e 80-� \ t .s 15• 'l' 9 •yS,OY THE CONDITIONS OF ALL ENVIRONMENTAL PERMITS. \ r ° e J ° \ 1+ \ , rAUFxs ' ,,_� T I F F W RICK > I r r - - tY Bllc qq k o +� � I' ' rT I "5 a Own. y� - If I r•�•• A ... IF PROTECTED/LISTED SPECIES ARE ENCOUNTERED IN THE DEVELOPMENT \ PF, , . + /)r`� /},; ,.- ,> � .,,,,, � � r� !'� i � Tn."• I I '""`"'"" I AREA AT ANY TIME DURING CONSTRUCTION THE CONTRACTOR SHALL \ _ - ,': ;`_ _v, ": ,, \ \ / ° �� O �i. \ _-- Tn ry N 1 IMMEDIATELY NOTIFY THE ENGINEER. rr - T0' ' M1 ° "l J r 3 r ... S� + Ik 11 11 I (P °• T r ® ,a^ ® L + Ll__L1 EXISTING PRESERVATNATIVE VEGETATION TO BE SAVED IS INTENDED TO BE I� -� -x till - \ -\ ,4 e•� T2 �° rT d I M1r O,w,wM MM M riw resew ti„ ON TREES \\\ • a J .� 1 aTa,r I ar.r.°,rr• rs.ay.".. a.. _ \ \ ! �-. :t"'�" 1T'F^ r / ""BT• x �_:: aeY �� �� a t .i -/v s i { # i j{ , I • rw.r�i a..ivirwr'.ew°u` r ' 31� ,' +t+i. +" +`,•.+4 +,` �� 1 I IrrTi""' ir�r a,r.Ynx"�.w INCORPORATED INTO THE LANDSCAPE PLAN. PROTECTIVE BARRIERS SHALL BE INSTALLED PRIOR TO LAND CLEARING TO PREVENT DAMAGE TO \ 6' r r _ >s t -7 ++' ,P °l'.Et a� •.,Y- ^ W J Q ,a , r¢•, �t 1-� ^i---% •� k hti I s rw.i" r'.wr r..r VEGETATION TO BE SAVED. O r ro r� ,r le ° ,- VR �:. „ Existing ----^^^- - SPECIMEN TREES IE: LARGE OAK TREES, ETC SHALL NOT BE DISTURBED r + ,T :1'' `'' <` INSTALL TYPE III SILT FENCES o/' °y i , g \8SPECIMEN TREES r x o- I rYs"eC�s:CTO"�xs!".s- \ - �/� " Tennis CourtsON OR DAMAGED. CONTRACTOR SHALL BE LIABLE FOR FINES, MITIGATION AND \ \ I m v r e + n I iii S, °'1 ALONG PROJECT PERIMETER H & L - + P r L P1Tr rw`dr�°r OTHER PENALTIES INCURRED BY DAMAGE TO SPECIMEN TREES. / r v \ , All 7AIN UNTIL SITE IS STABILIZED - >� T T r ti PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION > ; \ \ � ^� ._ av r- � - ALL PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION MUST BE INSTALL SOIL TRACKING \ \ a9 p�7ent I REMOVED AT THE TIME OF CLEARING. PROHIBITED AND UNDESIRABLE PREVENTION DEVICE PER \ \ \\ _ Ethers) I I I MrIM JL►B� EXOTIC VEGETATION SHALL NOT BE USED TO MEET THE TREE OR FOOT DETAIL 106 \ \ ¢ 1 1 I I 1I I "�;�y`s- yi. TRAN.LtAN cETAIL [svN r '�i° i'iirt,°�r. w LANDSCAPING REQUIREMENTS OF THE LAND DEVELOPMENT CODE. EXISTIN LAKE5 �1 r + -_u L_ u I a ,+ Y+"•'x'=• CONTRACTOR TO MONITOR WATER QUALITY \ INSTALL FLOATING TURBIDITY BARRIERS J /FRIERM +". If IF NECESSARY --�- ,.-� a ° F," - .�« ram. tea:: mrE A \ ey ea \ +` _ APPROXIMATE I ^0 lr +''• �1e' +.° +°' sexrav .-. rrF';: ,una, trcrrov , , LIMIT OF DEVELOPMENT10 ® +y r 150. COPY EXISTING CONDITIONS & EROSION CONTROL PLAN 14091vq CONSTRUCTION PLANS Title to all documents which bear the copyright of P AwN JMB Mv ■ provided & Moles, Inc. is vested in Masteller & Moles, Inc. These documentsents are � w� Y' prsGrlEP JMB MASTELLER & M O L E R, '■^_ to the owner solely in connection with a this project. Any other use or reuse of these1 "3a;. 3 01 Iq 16 Revised Momt. Bldq., Court, & Dramage JMB ^ ecKD SEMI M n-j j O n n D 2 �n M M n documents or any reproduction, display, sale or o 2 II/09/15 Revised Dramage, Added FPL & Ltghtinq Sleeves JMB I�JOLNJV VLF lI �Ll\ I� ��������� ILJrLJI A ILJ u< o O U jjBLJJJ^LLllll< ILLLJJJ^lluu< D ILA JhVI IIJI 'JI 1�l 1 ILJf `JI ILJ•11` other disposition of these documents by anyone PATE .= 1/6/2016 is expressly prohibited without consent of •, o I I P71301151 Revised per SLC ORC Comments (6125115) JMB Masteller & Moler, Inc. pursuant to the Federal N1S W. DATE M/APP CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Law. U Ii19 21016 TENNIS e FITNESS / POOL E7 Cot aF 7 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 ©2o1s,MASTELLER&MOLER,INC. � - 2EVISIONS (772) 567-5300 / FAx (772) 794-1106 sr Lucy couNrY F�oRIOA rJOHN M. BOYER, P.E. FL# 57q7O PROJECTNO.: 14Oq EXISTING SMH #1 (TO REMAIN) RIM = 12.5'+/- APPROXIMATE DEVELOPMENT PI., = 5.or x<1-�� _ ;fir: LIMITS _ _ TURNABOUT LANE_ -- --'-- ----=- ----- - - - EXISTING MH-_ 6 UBLIC R/W _TRMAIN- - - --- - - - - RIM = 12.4q'------------ -- - - PL 6.53' - n ---xisin"-- - - -_ __ - - ---' - - -- --- -- -- --- -- --- --_ Londscap e Busier REMOVE EXISTING INLET CB-2 Landscape Busier (REMOVE) \5 EMOVE EXISTING INLET CB -I REMOVE 20' STORM PIPE ` \ , 1' GRATE = 11.24' 00 NOT DISTURB --- -._-__ ss ___-�_ �ss' --�_ �� .,� ZYP_E-�- dNLET, s:-___�.� + '<, , '1G� . (DO NOT DISTURB CRATE =1o.g7 , ( i) GRATE z:oo i, o-„- _ + - `.... ✓Zr\ ' <. E. INV = 8.44 .. , - - ._. ® ® .,.' «" v' - INVERT 8.2 VERIFY i� a � � �,._5_b�:.'�,"d �",H. � r.6 r2B°. 1� fas�rb� ga"". . ;4_➢. ,a'P _§.a®_,a_ m"?b �u per:. �^ �. rw�' %Y¢. - :asl labs, + 8,e d� sue.® %mac PiS ��a.. ..�a? !r9, ax ma ` . rr9 i'd^�d 4`�a � (.. ).. + ry'CART PATH 's / / _ _ _. _ ._. -� S , .•,;' 12' 13" 10' 1, .� _._. �.�. y WV I CART PATHN -�- j� p ry V ry 'S 9 i +^0 +"q \ +ry' e° ,+" sANrnar sewER Pv„ REna�N) - -- q,+ 18"^,.MOVE EXISTING INLET CB-4 ` / REMOVE EXISTING INLET CB-5 ,�F _ - - - - - -_ - - - - EX. GRATE =10.g3' GRATE = 10 90' (REMOVE) �` < UQ' �j - - - T 1 - -- - j- y - i` ass -�� _ - - - Aw E. INV = 7.63' (EX) E, W. INV = 7.20' / \ ` 12' s' \ 15" 2 W. INV = q.84' (PROPOSED) - p POTABLE WATER-6" PVC i0 E[15M'1 �\`},. -1" 1, \\;} �, �i Jx I { t � W � ,' ,u ,� ,"' \ gS h � E�1INLEZ�C�-6 (REM(J� -� I �� 1ryi ++; / / d� \ @ 9"(''� '' rF<„ Gf�/jTE =I 12.5�' REMOVE) I- ry� , �/i + / ` ' 2"N. IiIV =18.02' I I + +' + 4 , '`" 12' ,," \" 5.11 = 7.12' 1 I 1 1 I + + 1 " 3e / / + ,ry t2 + Close Valy d C \ r 110 _ e^ Ko a' tm �q" RCP E. INV 6" PVC Remove exlstq v s ( o \\ \ 2s \ ® 4f a L. - - - - -+ _ - - -^+, q -I W, INV = 7.02i ( ) { 1 -- --.... 11� � U + + ry }gemq Backflow a' , \ - � �xistmhr741t�rb'( I (KENO E) 0 J / + $reventor Remove ` "b' \ \ T. II ___ �� y0 � ,�'h... •r a..H >h `• � 1 U Xlitln REMovE ExIsnNG INLET CB-2 Remove ExAn Paved tennis Courts G/ III DEMO EXISTkdG -`� NW. NV = 8.02' \ �+- \ 3 o g y s + + EXISTING SMH #3 (REMOVE) �.sc ■ ,� / ,;' C , / ° „ / x\\ \ �� F Ptikmq ,�' �, ., (70 REMAIN) / tom" 12 / r�E S. INV. - 7.68" ro" \\ 1 o�4 �. 1 , d' `�_ A / CART PATHFri � e e R '7 NO AT .v 1 , + n J" I rt 13.23 ` Q.,hp\\ a„1 4" ^ 1n ..ss��z ,? +y' _ ' ",lL , y \ E)( tin Tennis COL$" t s I - . I + ,3" §P \ ,ry ) \ o g s" tea" / ; _ rz 1 r Xfs G INL 1 - 1 VlG�e Y / ( l + + +' ++ +.„ + �-F 1 \\ \ �- / EXISTING INLET CB-7 REMOVE + �Y 6 13.53 i.}.. ] T 'Y 2 w/ Gazebo � �'�' y ��' a" 7" / T- ' 12,72 � GRATE = 12.72' N_ 6r, t3,.� 5 'x ' `i C ? 12.R2" ti - N. INV = 6.88' °\ I I Exis m Tennis Cour s I 13a, P + v a A (REMOVE) g v �.r _ + 3.no0 + - ` \ F s:: i s e ry. 0 GX =10.6' I S. Its = 6.49' L.T tr/ Gazebo r ms\ Rio 12 \/ I ' E. INV - 10.24', II 15' T \ N. IN 6.q0' 8 W. I V 8.71' 10' + � I I (REMOVE) s^� g g � LF \ � \ 5. I = 6.85' s _ I \\ \ I I '.: r3,3e b \;s q F ,,�, ..s 0' " \, W. IN = 10.45',, s" 1b" , -- - 2„�4 \` o o -{ EXIStin \ \ \ •8" .,a <,c i( ya n� I- Remove \ ' ' T Anls C JrtS 12 ' si na a - - 15 y ` aN + /\ ,I ' 3 -r- 4" 2" LR ,�'' ,n 1U y \ Existing \ I 'h 13.1 ( 1 W RE 41N) I 1 I f _ `9 Build iflq \ ,n •\ V\ \ ��V<' 1.D'�.\ `' A. s" c• \ ' 0 k,20s12 74" " ia" 1422' 10 8` O'{�a` 6`� ww 6. v - •„ REMOVE CASTING INLET CB -II r1.vs/� ,,r�, n ETING INLEB= E) GRATE = 12.50' 2" a q (R 14' o. ry I^ - L - - / roI ,1s.zr 4" GRATE - 12.73- (REMOVE) V r',ea az tt / ^ M ti ra { \ 12'+ l s' a' N. INV. = 6.10' - I ry fa' -1 N. INV 6.68' / a \ tip. a" S. INV.= 6.15' >z �/ f 1331 \ +. +°ro , ++� 10" \ \ _ I _3J 1 S INV. -6.61' - - -/ -1- t J- Aftl o emove axis tmq l s \ s / U Building \� J u - X 1� + \ 0 �- i7� 14 II � \ T o 601 Remove Et�nq 1 \m---------'� APPROXIMATE DEVELOPMENT 1z' LIMITS Pool Pn b cF as z \ 1 s _ _ ( a +`' EXISTING INLET CB-10 (REMOVE) I_ Area I I \ GRATE = 12.41' 12'+ 12' I%a� ,� w�� I I�--�� Ip�p +� nN III = b6' r7--- o I I _ I S. INV =_ �' I I I \ a \.. 4 �- - - - - -I c W 1s' W NV - 19 .34' I EXISTING WELL ryi'. L - - - �'� r,� I I -- I I -I- V \ Q\ (TO REMAIN) I I IExistinlgl I I v I, I 1 T�rVnIS CdU�tS l I z ♦ ,v 9- IRE AT1 I PB-u (PergI vE)- Izo+ 12' 4y)12• +EXISTING LAKE 50I .11 INV I 5 O12.4' \ O y , a -I $_I IW 6_I5i _ - - - L I a + 9+4 ++ +, + / \ \ °+ Exlstnq Gazebo and Boardwalk to Remain) AOL a v 1 E l +h� + G ++O +,Y h \ \ 0e +1 9 + o- 3 01/19/161 Revised Mont. Bldq., Court, & Dronage 2 11/013/15 Ji2evised Dronoge, Added FPL & Lightnq Sleeves I 7/30/15 Revised Per SLC ORC Comments (6125115) i NO. DATE I F DESCWTION Q VISIONS M MASTELLER & MOLER, INC. JMB JMBaQSD LKJ G � JMB /ARP CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 DEMOLITION PLAN CONSTRUCTION PLANS MLRM@ OUn nu @N LJ r Lmmu@ @NM LJ NM TENNIS / FITNESS / POOL ST LUCIE COUNTY PLORIDA GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I nch = 40 rt. DESIGN DATA I. PROJECT DATUM: NORTH AMERICAN VERTICAL DATUM OF laI513 (NAVD '66). 2. NAVD/NGVD CONVERSION: ADD 1.51' TO ELEVATION NAVD TO OBTAIN ELEVATION NGVD. EXAMPLE: ELEVATION NAVD + 1.51' = ELEVATION NGVD. 3. SITE DRAINAGE SHALL CONNECT TO THE HARBOR RIDGE BASIN 6 MASTER STORMWATER MANAGEMENT SYSTEM. THE SYSTEM PROVIDES TREATMENT AND ATTENUATION FOR THE PROPOSED DEVELOPMENT. DEMOLITION NOTES I. CONTRACTOR TO LOCATE AND PRESERVE UNDERGROUND ELECTRICAL FEED, 2. PORTIONS OF EXISTING WATER & SEWER SYSTEM ARE CALLED OUT TO BE REMOVED. OTHER PORTIONS SHALL REMAIN TO SERVE PROPOSED DEVELOPMENT. 3. PORTIONS OF EXISTING STORMWATER CONVEYANCE SYSTEM ARE CALLED OUT TO BE REMOVED. OTHER PORTIONS SHALL REMAIN TO SERVE PROPOSED DEVELOPMENT. 4. CONTRACTOR TO REMOVE ALL IMPROVEMENTS FROM WITHIN AREA OF DEVELOPMENT, TO INCLUDE PAVEMENT, CURB, SIDEWALK, STORM SEWER (AS NOTED), UNDERGROUND UTILITIES (AS NOTED), BUILDINGS & GAZEBOS, AND TENNIS COURTS. 5. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING BUILDING DEMOLITION PERMITS. CONTACT THE ST LUCIE COUNTY BUILDING DEPARTMENT. 6. SEE LANDSCAPE PLANS FOR TREES TO BE PRESERVED. TREES TO BE REMOVED ' Q '' TREES TO REMAIN ,0 4p Y140q-01.dvq Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in r .S rnr ),s�'"' PRAWN JMB Masteller & Moler, Inc. These documents are`•��"a�'�""'"^ " Es1CNED JMB provided to the owner solely in connection with 1 20 su+'"" "'I*01 b, \+ this project. Any other use or reuse of these «y„. � cxe0 $EM documents or any reproduction, display, sale or 7 �. other disposition of these documents by anyone is expressly prohibited without cogsent of a' µ I/8/2016 Masteller & Moler, Inc. pursuant to the Federal nwxq Or • r)Ate I" = 40' Copyright Law. Y, S - �^ f 02016, MASTELLER &MOLAR, INC. JOHN M. BOYE2, P.E. FL PROlLCT No.: 1409 II / ", r �� CONSTRUCT WATER SERVICE 1.5" PE WITH 5/5" METER, METER BOX, AND BACKFLOW PREVENTOR CONSTRUCT 6" SEWER LATERAL 162 LF 0 1.0% (MIN) FPL TRANSFORMER PAD (SEE FPL PLANS) V L 0 00 EXISTING SMH #1 (TO REMAIN) RIM = 12.5;+/— -I I 0 V 3 01 19/16 Revised Mamt. Bldq., Court, & Dramage JMB ° 2 11/Oq/15 Revised Drainage, Added FPL & LiglI Sleeves JMB I 7/30/15 Revised per SLC ORC Comments (6125115) JMB t NO. DATE DE3C9IP`WN pQ/APP r REVISIONS '1 6" TYPE I INLET GRATE = IL80' 0 M MASTELLER & MOLER, INC. M @@MUNU00s) SLI9 GG3@ CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 GRAPHIC SCALE- 40 0 20 40 80 ( IN FEET ) I nch = 40 Ft. NOTE EXISTING SMH #2 (TO REMAIN) DESIGN DATA RIM = 12,49" I. PROJECT DATUM: NORTH AMERICAN VERTICAL DATUM OF 1955 (NAVD '85), FL = 6.53'TURNABOUT LANE_ 2. NAVD/NGVD CONVERSION: ADD 1.51' TO ELEVATION NAVD TO OBTAIN ELEVATION NGVD, 60''PUBLIC R/W EXAMPLE: ELEVATION NAVE) + 1,51' = ELEVATION NGVD. DRAINAGE SHALL CONNECT TO THE HARBOR RIDGE BASIN 6 MASTER STORMWATER MANAGEMENT SYSTEM. THE SYSTEM PROVIDES TREATMENT AND ATTENUATION FOR THE PROPOSED DEVELOPMENT. EX. INVERT NOT LOCATED } }1' hyy +�ti6 + 0 } d `1' } ry } } 0 ? +, D 111 • • • • • O/R, n 1@(9Un K PQq T11051\fl]HH� O91U-\\11J1` 9K TENNIS / FITNESS / POOL ST LUCIE COUNTY FLORIDA UTILITIES I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE HARBOUR RIDGE YACHT & COUNTRY CLUB (HRYCC) TECHNICAL SPECIFICATIONS AND CONSTRUCTION STANDARDS, LATEST REVISION, AND WITH ALL APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES AND REGULATIONS. 2. CONTRACTOR SHALL REFER TO HRYCC TECHNICAL SPECIFICATIONS AND CONSTRUCTION STANDARDS FOR DETAILS OF ALL WATER/SEWER ELEMENTS. 3. NO LANDSCAPING SHALL BE PLACED IN SUCH A MANNER AS TO ADVERSELY AFFECT UTILITY INSTALLATION, OPERATION & MAINTENANCE. 4. TREES SHALL NOT BE PLANTED WITHIN TEN FEET OF ANY UTILITY MAINS OR APPURTENANCES (EXISTING OR PROPOSED). NO LANDSCAPING OTHER THAN SOD GRASSES MAY BE PLANTED WITHIN A 5" RADIUS } MAINTENANCE AREA OF ANY UTILITY APPURTENANCE SUCH AS WATER METER, BACKFLOW DEVICES, FIRE HYDRANTS, SANITARY SEWER CLEANOUT, MANHOLE, AIR RELEASE VALVE, ETC. 6. ALL REQUIRED CLEARANCE (II WATER TO SEWER) MEASUREMENTS ARE FROM OUTSIDE TO OUTSIDE, NOT CENTERLINE TO CENTERLINE, 7. FIRE MAINS, IF ILLUSTRATED, ARE SHOWN FOR LOCATION ONLY. REFER TO THE FIRE PROTECTION PLANS FOR FIRE MAIN SIZE, MATERIAL, AND SPECIFICATIONS. 8. SITE LIGHTING SLEEVES: REFER TO THE ELECTRICAL PLANS FOR DETAILS AND SPECIFICATIONS OF CONDUIT SLEEVES FOR SITE LIGHTING, DRAINAGE I. STORM STRUCTURES SHALL COMPLY WITH FOOT DESIGN STANDARDS, LATEST EDITION, AS FOLLOWS: 4116 o 1. 1. ALL STRUCTURES — REFERENCE INDEX 201 1. t2. TYPE J & P MANHOLES — REFERENCE FOOT INDEX 200. 1.3. TYPE 1 —4 INLETS — REFERENCE FDOT INDEX 200 & 210, 1.4. GRATE ELEVATION FOR TYPE 1-4 INLETS REFERS TO EP GRADE. 1.5. TYPE C, D, E & H INLETS — REFERENCE FOOT INDEX 232. 1.6. TYPE F & G INLETS — REFERENCE FDOT INDEX 233. 1.7. TYPE V INLETS — REFERENCE FOOT INDEX 221. I.B. ALL STORM PIPE — REFERENCE FOOT INDEX 260. 2. ROOF LEADER SYSTEM: PIPE TO BE ADS N-12, OR EQUIVALENT. CONTRACTOR TO USE FITTINGS AS REQUIRED TO CONNECT DOWNSPOUTS. MINIMUM SLOPE FOR 8" DIAMETER PIPE = 0.5% (1 FT PER 100 FT). } Title to all documents which bear the copyright of Masteller & Molar, Inc. is vested solely in Masteller & Molar, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly prohibited without corlsent of Masteller & Molar, Inc. pursuant to the Federal Copyright Law. © 2016, MASTELLER & MOLER, INC. JOHN N. BOYER, P.E. 140q_Ol.dvq I ,, DRAWN JMB t, a' yesiCNED JMB Cap SEM oATe I/8/2016 SCA�e I = 40' 01/ 9121 sNeeT 004 of 7 ,- aaa' L# "5 � O PROJECT NO.: 14Oq -11 A C5 C6 C C5 C6 TURNABOUT LANE_ _ - - -. =- - -- - - --------- - ------ 0' us — 6 PUBLIC R/W - - ---- .� +, ------------ ------------- .. _.. -- -- - -- - off +o. .., - -��- - - - - - - - \ / 3—VALLEY CURB c 72.28" r• ACROSS DRIVEWAY �_�9 cN i- Q ar _ orv— +,oN c„ t — \ GATED ENTRANCE-4C t� OH pN�OrvE ARCHITECT'S PLANS FORS OF KEY PAD AND " MIAMI CURB 1R�W51TION A3,4 PROPOSED MAINTENANCE + \ DETAILSWING GATES m ®® m YPETYP B BCURB +o m mYPE V' e T + 0 BUILDING FF =+14 11' { C07 e x T + 3 -— \ r\ mm�m�mm i�mmmm® !®m�•mmmmmmmmlrmmm�gimmmmmmmmm mom®®tl liim�m� 30 �:. �,•- �• --� - - ._� .®- ..----;1---�'.---�-.7,4^;�_--- -�. �.�..-- _._ _.. —+ �„l>— _I.— = �: u,�-�,a;C. _- � Z. 1_ � 2 O ...� � SWALE 2.3 27 214 i ; 11 8 2. �' /I'2-, 6 I \ ,. •r. :m'",+ I i � ®-.� / ���_� / it-� 1U. �' + - .., . rr�'i�- - -___-_ \ r_ ry 3.7 3 0 -a z f l.i� �..�:. h � /�� �: :' _. -�Y2..c `�h�z- , \� 3r g• �,� raaJc „Rrn�—'� i ..:. .. � 3� ., ,..,.m. -. / � }��„ 1�2.4 � :.;.,. �_7 ,. ry'.'.,, � .-' � \� �•�. �. ;c. oovr-., � �'� I I I I ... ._. ,.-._--......-.-Jam'. . SAWCU EXIS7ING,�P VEMEN7 ..§. rzaa / �/ „� \ - !>- __`` I I cR r M' i —F - 3:a 3.s PROPOS D ISTIN rB5�A(E 6UTT JOINT ao <.. \ ;ti TENNIS -ITENNIS 2 ..:. k; / x,. "�� `cam, �.- J/ � \ __ \ .� rq .. (,� `, ,yv� /`•.. /mow :.`Q- F ;3: COURTS a, ,s COURT S . / • e .• K,EY P �2 �<t °' O CH.' v aNs) / + ,t /ram ^ URB : /.. Coo ti o N 1, 4� i I ` 3 <2 0 _ �l`S�/ J / •^,.{:,,,. � W--- _-- _ _ A, �. n ; i — — /� - i. �I v kr�F T. n •�, L a '• A �1�' M ;. !ri <: `/ 2 8 e�./� r .i''✓,2. A ,3 ., ` - `r F , v `\ `' �%/ F o J i s• '�PR�t3P QED N — 2. ( 1 + + \ ,+. rf r ,;, ri✓ _ \\ �,\ < ��\ / �, L..._ '- ., i/I' •' 4 1 MONUMENT SIGN 6i- a ,\ `:.,. �'6 ' T,,(✓ \• \. ••,.. \ N ,'; � a CWYH T ft N \2 \ > 7 I a9+ t0 \ '.\ -'� ' !I"•,3 ice. ,� J III -.. l _._ _ — 1 (SEE ARCHITECT'S PLANS) ` \ ` 1 4s 1,yo C ( ti -- -•• F! t`+ T1 I ? PROPOSED SIDEWALK 70 MEET % EXISTING TENNIS COURT FOR SMOOTH TRANSITION \ 6"\p R /i`./ C_ L24�-� I2.2 2.4 _7 / _I..,9 I_,/� .B_ S�y d _ �� + 3� /' �(>7V I I� \ es os o.4 R + / ` p I XISTIN \ F. cFNT° s r /� ti, 1 ^ SOP S d 3 I �I HIGH POINT ALONG `\ cu -� ITENNI,9. �- - -- -� GILSON ROAD - 13.21' NAVE) \ \i ,°F1g+ \ ,:'/ �4�7•FR X s.s F //\ I� �\N ti tit TEN NI?.s--I- m n _. 1 a COURT I COURTS I Q, ��11,--> '� -F �3� �� �!" 4 c I '[} ( Rli M . v fw I I I I 8 14$ I \� \ 613\ • °'d �� • ♦ILrp „_k>rs ` e,•. a 1 1--(- - - \� \ CIO, 0 10 ..W iJ \ \ °O �• +,�/ pM1 18"8y _ 'LJ RCFIMAW ��AN$ 3 3� y/ryhf / f _ t,. 4 3.4 3 4 >i 'Z 9T 1 I ti _a ti { �. `� `G- 33• h X k _ �' .+��' -F 'i',�� \ \ 12" 66„ \ \•/ary�, -f'� �,, r 13 r0 5'z� .„_. 2'+4 '" ¢`�'- 2.8 - - - - -/ ' \•, o B a' ♦ t2.4 PROPO 14 I 6' WIDE CONCRETE "�' -� =� - - - 12^) C5 C6 13 SIDEWALK 7G ♦`� POOL & PATIO AH ° y� \\\ L )itia C6 SEE ARCHITECT'S PLA ) I \ � ,• I I 6 � 3.0 8" iI I I z'\ ° A � I ,h I I \ 6 + EXISTING! I ti f;b+l'�'' + > o + {-I--I-- ITENNITENNISI ? g a �• 12" f +,�" ICOURT81 I I I ,v' \ EXISTING LAKE 5 ��+'".,� ��1L.. — I I i I I I I I • \ u— _� L +` G + + +^ ,l Q is \ \ 1l + 72 +� \ \ \ \ '22• IS" ' + gyp. +0 k Amur + + +,1. 1 6 -..J a 6 \ +1 +1ry6 +7 ti9 + , +, t +`dry n$ +,yU �r,N 3 101/lq/16 1 Revised Moint. Bidq., Court, & Orainage 2 II/09/15 Revised Orainoge, Added FPL & Lightinq Sleeves I 97/30/151 Revised per SLC DRC Comments (6/25/15) NO. DATE DESCRIPTION REVISIONS M JMB MASTELLER & MOLER, INC. JMB M C�Oa�Md4�aC� GaC��aCCG�3� JMB DR/APP CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 PAVING & GRADING PLAN CONSTRUCTION PLANS 1L1h__111LU2@ @Un nP\: 9 up[�115'\Ifllu� @ 9 l TENNIS 0 FITNESS / POOL ST LUCIE COUNTY FLORIDA Title to all documents which bear the copyright of Masteller & Molar, Inc. is vested solely in Masteller & Molar, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Molar, Inc, pursuant to the Federal Copyright Law. © 2016, MASTELLER & MOLER, INC GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I nch = 40 Ft.. DESIGN DATA I. PROJECT DATUM: NORTH AMERICAN VERTICAL DATUM OF Ig88 (NAVE) '88). 2. NAVE)/NGVD CONVERSION: ADD 1.51' TO ELEVATION NAVE) TO OBTAIN ELEVATION NGVD. EXAMPLE: ELEVATION NAVE) + 1.51' = ELEVATION NGVD. 3. SITE DRAINAGE SHALL CONNECT TO THE HARBOR RIDGE BASIN 6 MASTER STORMWATER MANAGEMENT SYSTEM. THE SYSTEM PROVIDES TREATMENT AND ATTENUATION FOR THE PROPOSED DEVELOPMENT. 4. DESIGN ELEVATIONS (REFERENCE SFWMD ERP 56-00455-5)• COMPONENT ELEVATION (NGVD) ELEVATION NAVE) CONTROL ELEVATION: q.50' 7•qq' 25 YEAR PEAK STAGE: 11,20' q.6q' MINIMUM PAVEMENT: 11.40' q.8q' 100 YR PEAK STAGE: 12.30' 10.7q' MINIMUM FINISHED FLOOR: 12.gO' 11.3q' 5. HANDICAP ACCESSIBLE SPACES: ACCESSIBLE PARKING SPACES AND ROUTE SHALL COMPLY WITH FLORIDA ACCESSIBILITY CODE. CROSS -SLOPE SHALL NOT EXCEED 2%. REMEDIAL CONSTRUCTION WILL BE REQUIRED TO CORRECT DEFICIENCIES. 6. CURB & GUTTER: REFER TO FDOT INDEX 300 FOR CURB DETAILS. 7. TENNIS COURTS: SEE ARCHITECT'S PLANS FOR TENNIS COURT DETAILS. JOHN N. BOYER, P.E. a, a <n QJ�kakd�'i Gyb �.. T� L 'R::• v° PRAWN JMB ESIGNEO 4;1,R JMB cKeP SE-11 aTn 1/8/2016 sae I" = 40• SHEET C05 OF 7 PRO,iECT NO 140q TURNABOUTLANE ------------ -- 60' PUBLIC R/W — — — — — — — - h BME en. rnre®—aue —C49 O' eue elE pX` _ - n`. en F1n - \ al \ RI —I "STOP" SIGN \ \\ (36"X36" IN SLC R/W) A , *}_s;., w .1, -c't' xi` a�?;�'<k'. k Y41,� 'iv'Nk .n. r' L�Pf: ht al 't;N` r:•1�?`ti:1 F Y- :,s I it '41�,P lvs,u sY3. _, 'S .*. ..g :c:: -.F ;, r" s l�..�•. p'':>r •T to^idly' 1 O siJ,�s• r:,:. t .sue"' � �`t "' I ,� . at t ur. , �:.. :+' . •,.. . , " • �. :a,, '.. ,, \ a ' . A>;.v'�`' , e..A a til -. a.,a ,{r" r- \ ..� . - � I i � (N .` d,F1 ,.: . 'a: ', < e .. -:tie rc:y, 1 f y .,"fir .�5"t' ,i�,'pi": «:.t 1"i �, ..� } ,. ',.,� + i�.'' 1• y n,(?x. I "u,:§� ' "� `-`; +, i,, .t... � �a ``�, ,..,r'if.., .. ., .,, Mervq: ::'•L" $„s iP,w». y3,. ys ,a Y tv' s d rf , u Nth' 1 M I 4r a .... :. .... >•• «..%..r. sYg ,rv,.`��'Sk.. / , ,;,}". 9 �'' ,w.^; ' u � rlir"rz ��`�&� 4.9�. ,I /' iY.... e '�,, .. 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PERMIT FTP 25 & 26 MAY BE FABRICATED ON t [=RS ONLY ONE PANEL OR TWO. •� - FTP 25 MAY BE SUBSTITUTED NOLATION FOR THE FTP 26 IN AREAS WHERE R4-7 24"x30" SPACE IS LIMITED. KEEP RIGHT SIGN R1-1 (30" x 30") 3100 FINE STOP SIGN n++ SIGNS ARE TBE MOUNTED AT STANDARD 12 I I OF HEIGHT. FROM PAVEMENT TO BOTTOM (36"xW" IN SLC R/W) FTP — 25 3 1 01/Iq/16 I Revised Malnt. bldq., Court, & Drainage JMB 2 II/Oq/15 Revised Oratnage, Added F-PL & Lightinq Sleeves JMB 7/30/15 Revised per SLC DRC Comments (6125115) JMB NO. DATE DESCRIPTION OR/APP 2EVISIONS U MASTELLER & MOLER, INC. 1MM1 COawdcimm [�M@Dmgm CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 TRAFFIC SIGN DETAILS PAVEMENT STRIPING PLAN CONSTRUCTION PLANS G'F1'J'LaG M@Un M9@N @9K u NQ TENNIS / FITNESS / POOL 5T LUCIE COUNTY FLOZOA CQAPHIC SCALE 30 60 ( IN FEET ) I Inch = 30 1't. 5TRIPIN6 KEY ® = 6" 50LID WHITE OK = 6" DOUBLE YELLOW © = 8" 50LID WHITE © = 6" SKIP YELLOW TYP (10'-30') © = 12" SOLID WHITE OM = 6" SKIP YELLOW TYP (6'-101) D O = IB" SOLID WHITE N O = 6" SKIP YELLOW TYP (2-47 O = 24" 50LID WHITE © = RPM MONO-DIREGTIONAL WHITE/CLEAR 0 = 6" SKIP WHITE TYP (10'-50) ® = RPM BI-DIRECTIONAL AMBER/AMBER OG = 6" SKIP WHITE TYP (e-10') ® = FOP WHITE H b" SKIP WHITE TYP (2'-4' S O = FOP YELLOW Q= 6" SOLID YELLOW OT _ RPM BI-DIRECTIONAL WHITE/RED 0 - 18" 50LID YELLOW NOTES 1. ALL PAVEMENT MARKINGS ARE TO BE 90 MIL EXTRUDED ALKYD THERMOPLASTIC. 2. ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND STRIPED IN ACCORDANCE WITH THE FDOT STANDARD INDEX #17346, 2014 EDITION. 3. ALL COMPACT SPACES SHALL BE MARKED "COMPACT" ON THE STALL OR ON THE TIRE STOP. SIGN NOTES: 4. STOP SIGN AT GILSON ROAD TO BE R1-1 (30") STANDARD. SIGNS WITHIN SITE MAY BE NON-STANDARD PER OWNER'S DIRECTION, 5. ALL STANDARD SIGN FACES TO HAVE HIGH -INTENSITY REFLECTIVE SHEETING. 6. SIGNS ARE TO BE A MINIMUM OF SEVEN (7) FEET FROM GRADE TO BOTTOM OF SIGN. 7. SIGNS ARE TO BE MOUNTED ON 2" GALVANIZED STEEL SQUARE TUBE POSTS (#2/LF)WITH Fs" DIAMETER HOLES AT 1" CENTERS IN ACCORDANCE WITH FDOT INDEX 11865 SHEET 2 OF 2. TWO GALVANIZED TX4" TRAPEZOIDAL SHAPED STABILIZERS ARE TO BE MOUNTED ON THE POST, ONE 6" ABOVE THE BOTTOM AND ONE 6" BELOW THE TOP OF GROUND. THE STABILIZERS SHALL BE SECURED TO THE POST WITH TWO 5/6"x2-%" STAINLESS STEEL BOLTS WITH A NYLON WASHER AND ELASTIC STOP NUT. 8. SIGN POSTS SHALL BE EMBEDDED FROM 30" TO 36" BELOW GROUND. 9. STREET NAME SIGNS ARE TO BE MOUNTED ON "STOP" SIGN POSTS AND ARE TO BE 9"X24"OR LONGER ALUMINUM BLADES WITH THE FIRST BLADE ORIENTED 90' FROM THE STOP SIGN. LETTERS ARE TO BE 5" HIGH, FTP-25 FTP-25 n n 0. w a W 0 Q Title to all documents which bear the copyright of Masteller & Molar, Inc. is vested solely in Masteller & Molar, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Molar, Inc. pursuant to the Federal Copyright Law. © 2016, MASTELLER & MOILER, INC. HANDICAP PARKING SPACE DETAIL (N.T.S.) JOHN M. BOYER, P.E. 1 COPY 1409_01.dwq 1 2 3 4 5 6 Proposed D Curb l0 il l 2 Radius per Plan Sowcut Curb &Install g a \ Slope TO Fit Driveway * o.1"Min. CO2" 1.4' Max. nreSrul Dame J 6x6-2.1W x 2.1W WWF 6' SEE NOTE 1 BELOW b" EX Joint t p s y yav 0 l 11 `Ip •% 7 Y Std. _T The rap width or the dome shall be a minlm n; N 50% elk maxlnum of 65% armeduesC etamerer. / F'6 / SEE NOTES 3 & 4 BELO F6 Bituminous Coating Requitred For 6" Min.* TRUNCATED DOME CUP (Any Suitable Bituminous Material May Be Field App/Ted) Existing Type F MMax 4� 1. 12" Proposed Drop Curb Curb & Gutter a O I i2° 2.4' Tr rb Line erThigr PaoHnem ,p A. gIg�'ull The a Edge M Dermroble Trwepp Thea Palle olll 9r Wornlnp / -l1^e Wlrh Th Olrmilan A ravel I M I A M I CURB DETAILS {lo The EXlenr �Toarraal. �� b" 5TA$ILIZED 5UBGRADE COMPACTED TO C15% j*4 £- I, DEN5ITY PER AASHTO T-W EXTENDING AT Drop. D & F Curb Transition \ Ile £XPANSM ONT \ tr M LEAST 6" BEYOND THE 51DENALK ON EACH 51DE. 8� 18 O • Flexible Pipe w' 1/4° LIP � PAVEMENT T^N"redoome 1. CONCRETE SIDEWALK AND DRIVEWAY CROSSWALK SHALL COMPLY WITH FLORIDA ACC. CODE REQUIREMENTS FOR CROSS (Corrugated Steel , Corrugated -SLOPE, ETC. ON A I /2" l2 Aluminum Or Corrugated Polyethylene! ^ a = a ACCESSIBLE ROUTE REMEDIAL CONSTRUCTION WILL BE REQUIRED SHOULD SIDEWALK / CROSSWALK BE OUT OF COMPLIANCE. ' Of \ O O Edge Pavt. 4 T7_O Class llI Concrete PLAN I/2'EXPPNSNb4 a 2. UNLESS OTHERWISE NOTED ALL CONCRETE USED SHALL HAVE A REQUIRED .N4NT 1 5" 7" MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS. - Note: Cost of concrete and bituminous ooating to be Included In 3� o v 'ti 1 s a - ° ° o n 4 PLAN VIEW 3. FIBER -REINFORCED CONCRETE MAY BE USED IN LIEU OF STEEL MESH. contract unit price for either new pipe or Mitered End Section. Top Of Curb Trans.l� o `" Base -hi spacing shall be 0.65" 4. SIDEWALK TO BE 4" THICKNESS STANDARD AND 6" THICKNESS AT A concrete Jacket shall not be used to Joint 1 minimum between domes. DRIVEWAYS. (a) metal pipe of dissimilar materials 36" (b) flexible pipe when the minimum cover required In Edge Of Povt. Jn 1 Illustration from FDOT Standard Detail Index 304 (ver. 2002). 5. PROVIDE JOINTS EVERY 5' AND AT ALL P.C.'s & P.T.'s AT CURVED accordance with Index No. 205 cannot be obtained. PROFILE SECTIONS .�. r VALLEY CURB Detectable Warning Surface Shall Comply with FDOT Standard Specification 527. DISSIMILAR TYPES D & F Curb End Detail a - NOTE; Installation shall comply with FOOT Index 304, Latest Edition. 3 I. SAW GUT CONSTRUCTION JOINT THROUGH CURBING TO FORM INCREMENT NOT All Sidewalk Curb Ramps Shall Have Detectable Warning Surface That Extend The EXCEEDING 25 LINEAL FEET. Full Width Of The Ramp And In The Direction Of Travel 36" From The Back Of 2. GONGRETE SHALL HAVE A MINIMUM COMPRESSIVE 5T'RENOTH OF 3,000 F.S.I. IN Curb. 2& DAYS. Curb -Inlet Transition - Type V 5. INSTALL AND TGACTIION S V IN SECTION 520 STANDARD SIDEWALK DETAIL CONCRETE JOINT JACKET Curb Transition & End Detail�+ HE FOOT SPED FIN51ON LATEST EDITION. DETECTABLE DETECTABLE WARNING (N.T.S.-MODIFIED FOOT INDEX 221) CURB DETAILS (N.T.S.) (N.T.S., FOOT INDEX 280) (N.T.S.-MODIFIED FDOT INDEX 300) (N. T.S. - REFER TO FDOT INDEX JOO) STRIP DETAIL M.T.sJ EXIST. PAVING 8" INLINE DRAIN OVERLAP EXIST. BASE WITH w/ 6" ADAPTER. 12" PAVING MINIMUM 50.0' CONSERVATION EASEMENT 20.0' PAVED DO NOT DISTURB VEGETATION 16• DRNEWAY 14 --- - --- - - - - --1 - - 14 45 BEND ROOF LEADER ADAPTER (4xX to 4" [)to) NEW PAVING - _ _.--'-'--'---'---- --.,.. ---- -- -- -- -- -- _._ HOPE PIPE W/ WATER _ ^ w TIGHT 6ELLS/FITTINGS ,_„ __ 12 - _ _ _ �2 45 WYE I , : ,I DIA. PER PLAN) EX. BASE NEW BASE _ --- - - --' -- - _ - -.SYPE //_Z11R -- t _ - - - - - - - EX. SUBGRADE SUBGRADE FLOW 8 ----- --- Existing 6" Water A ro. -__ SAW CUT/BUTT JOINT DETAIL B s - xIs in rove ewe q y --_-.. _....._ . _.-_-- -_ __ 4 4 INLINE DRAIN/CLEANOUT 1. DI DIAMETER PER PLANS. MATCH POND BOTTOM N.T.S. < ) A NORTH BOUNDARY: CONSERVATION AREA & DRIVEWAY 2. FIMN65 ARE TO BE WATER TIGHT. 3. ADJUST TOP TO FINI5H SRADE. 4. MATERIAL BE ADS MYLOPLAST) OR ELEVATION TRAFFICARIN6 SURFACE EA PLANS AS SHOM ON SETBACK EDGE OF PAVEMENTIN&STALL C5 C SCALE: HORZ. 1 "= 1 D' APPROVED EGIUAL. E -1n RErULATED BY PARKING STALL DEPTH, SEE PLANS VERT. 1 "=5' 45 BEND 3,000 P.S.I. PRECAST CONCRETE TIRE STOP, &-0' IN LENGTH 45 BEND sPEGIFIcnnoNs, SLOPE I. HOPE PIPE AND FITTIN65 TO BE ADS N-12, OR APPROVED E XAL. 2. CONTRACTOR TO PROVIDE PIPE, FITTIN66, AND ALL APPURTENANCES NECESSARY TO - 6.0' 5. CONSTRICT ROOF LEADERS. --1&0, 1 s- 16� I I I��III III Ili -I ni -IT I- 4r---- - = -- (SaA) 14 END CLEANOUT uI Ili i�F"-n� ( NP VEMENa�ARS SET12; e -'L 12 ROOF LEADER SYSTEM Ines e r _- - 10 - __ ----t 10 DETAILS tN.T.Si ROOF LEADER TIRE STOP DETAIL (N.T.S.> \ 61--- 6 1 6- - 6- B SOUTH BOUNDARY: PAVED PARKING & POND C5 C7 "=10' STANDARD DIMEN51ON (UNLESS STATED OTHERWISE) _ ) ,m "y aSxa v "M \ utxz SCALE: HORZ. 1 VERT. 1 "-5' CONCREI PAVING !//�"IV/�/���/ b" MIN. O ASPHALT COURSE: 1.5" S-111 or SP 9.5 12"" MIN. 2O. BASE COURSE: 6-INCHES 50.0' CONSERVATION EASEMENT I� DO NOT DISTURB VEGETATION 20. 14 - - 11.0' S PROPQSEO TENNIS COURT 14 THE BASE COURSE SHALL BE CEMENTED COQUINA ROCK (LBR 100) OR LIMEROCK AND COMPACTED TO 98 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). C 4:1 - - - - 12 -- ---- ----- - _ �- - - - - - - - - - � - - - --' - - - - - - - - � - - 12 - OaSWACE-&-BERIK - - -' HOMOGENEOUS SUBGRADE MIX STABILIZED TO O3. STABILIZED SUBGRADE: 12-INCHES -.-..-.... _. _ --- - - ------ MIN.LIMAND BEARING RATIO (LBW OF 40 MIN. AND COMPACTED TO A MIN. OF 98% MAX. DENSITY. SUITABLE CLAMED SOIL HAVING A LIMEROCK BEARING RATIO (LBR) OF 40 OR FBV OF 75 PSI SHOULD BE USED FOR THE STABILIZED SUBGRADE AND COMPACTED TO 98 PERCENT OF ITS MODIFIED DRY 10r- -- - -- ----- 10 PROCTOR VALUE (AASHTO T-180). ----"-"-'" --- `-- - ® ADDITIONAL FILL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL B .____.. ..____.__ 8 SPECIFICATIONS, PASSING THE U.S. STANDARD NO. 200 MESH SIEVE AND PLACED IN LOOSE LAYERS OF 12 INCHES AND COMPACTED TO NO LESS THAN 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). I. ALL MATERIAL5 AND METHODS OF CON5TWIGTION 514ALL MEET THE SPECIFICATIONS UNDER 6-- 6 THE "STANDARD 6PEGFICATION5 FOR THE ROAD AND BRIDGE CONSTRUCTION 'BY THE PLORIDA SPECIFICATIONS, DEPARTMENT OF TRANSPORTATION. 2. TESTING AN INDEPENDENT TESTING FIRM SHALL BE RETAINED BY THE CONTRACTOR TO PERFORM TESTING ON THE SUBGRADE MID BASE WASS AS FOLLCV& , I. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL MEET THE SPECIFICATIONS UNDER THE "STANDARD SPECIFICATIONS FOR THE ROAD AND BRIDGE GONSTRUGTION" BY THE FLORIDA C NORTH BOUNDARY: CONSERVATION AREA & TENNIS COURT _ LBR AND DENSITY TESTINS BASED ON I TEST PER I0p00 5F OF 5IB6RAre DEPARTMENT OF TRANSPORTATION. 2. TE5TING, AN INDEPENDENT TE5TIN6 FIRM SHALL BE RETAINED BY THE CONTRACTOR TO PERFORM TESTING AS FOLL01,45: SCALE: HORZ. 1 "=10' 4_ - F, 1BRA-TJF, LBR AND DENSITY TESTING BASED ON I TEST PER 10,000 5F OF 5UBGRADE VERT. 1'=5' (MINIMUM ONE (1) TEST). TYPICAL CONCRETE FOUNDATION: DENSITY TESTING BASED ON I TEST PER 10,000 PF (MINIMUM ONE (1) TEST). PAVING SECTION TYPICAL ASPHfJkl$ DETAILS CONSTRUCTION PAVING G SECTION Cq (N.T.S.(N.T.S.) 4pqYdq M MASTELLER & MOLER INC. CONSTRUCTION PLANS p D D D D 1] G�1LaG�QOaG� G�ODC�� ��1�� ���Q Title to all documents which bear the copyright Masteller & MolInc in is vested solely in Masteller & Molar, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone DPnwN JMB tiESICNEo JMB 3 OI/19/16 Revised Moint. Bldg., Court, & Drmnage JMB _ CHECKED SEM 2 II/061/15 Revised Oroinoge, Added PPL & Lightlnq Sleeves JMB DaTEi I/8/2016 ' I 7/30/15 Revised per SLC DRC Comments (6/25/15) JMB CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 TENNIS FITNESS POOL Is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law. i l f �/2b16' saatE AS NOTED N0. DATE DESCRIPTkJN DR/APP SHEET coy aP � n r r iow M. BOYEQ, P.E. r # S/ q70 QEVISIONS (772) 567-5300 / FAX (772) 794-1106 sr LUCIE COUNTY FLORIDA ©2016, MASTELLER & MOLER, INC. PPOJECT NO.: 140q