Civil PlanC0.0COVER SHEETCIVIL ENGINEERING PLANSFORHUNTERS RUN RACQUET CENTERBOYNTON BEACH, FLORIDAOWNER:HUNTERS RUN P.O.A., INC.2950 COCONUT LANEBOYNTON BEACH, FL 33436SURVEYOR:DEAN SURVEYING AND MAPPING, INC.4201 WESTGATE AVENUE, SUITE A3WEST PALM BEACH, FL 33409TEL: 561-625-8748PLANNER:INSITE STUDIO, INC.3601 PGA BOULEVARD, SUITE 220PALM BEACH GARDENS, FL 33410TEL: 561-249-0940ARCHITECT:CURRIE SOWARDS AGUILA ARCHITECTS185 NE 4TH AVE, SUITE 101DELRAY BEACH, FL 33483TEL: 561-276-49511400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'1 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION3 12/16/25 BB UTILITY COMMENTS4 01/23/25 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
C0.1SHEET INDEXC0.0COVER SHEET08/06/2025401/23/2026C0.2GENERAL NOTES08/06/2025--C1.1DEMOLITION & EROSION CONTROL PLAN08/06/2025401/23/2026C3.1PAVING, GRADING & DRAINAGE PLAN08/06/2025502/04/2026C4.1PAVING, GRADING & DRAINAGE DETAILS08/06/2025401/23/2026C2.1SIGNING, STRIPING & GEOMETRIC PLAN08/06/2025401/23/2026C5.1POTABLE WATER & SANITARY SEWER PLAN08/06/2025602/13/2026C6.1POTABLE WATER & SANITARY SEWER DETAILS08/06/2025--C0.3GENERAL NOTES08/06/2025--1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025C6.2POTABLE WATER & SANITARY SEWER DETAILS08/06/2025--C6.3POTABLE WATER & SANITARY SEWER DETAILS08/06/2025--C6.4POTABLE WATER & SANITARY SEWER DETAILS08/06/2025--C5.2POTABLE WATER & SANITARY SEWER PLAN08/06/2025602/13/2026C2.5FIRE ACCESS PLAN08/06/2025401/23/2026C3.3PAVING, GRADING & DRAINAGE PLAN08/06/2025502/04/2026C2.2SIGNING, STRIPING & GEOMETRIC PLAN08/06/2025401/23/2026C1.2DEMOLITION & EROSION CONTROL PLAN08/06/2025401/23/2026C3.2PAVING, GRADING & DRAINAGE PLAN08/06/2025602/13/2026C5.0POTABLE WATER & SANITARY SEWER KEY PLAN08/06/2025602/13/2026C3.0PAVING, GRADING & DRAINAGE KEY PLAN08/06/2025502/04/2026C1.0DEMOLITION & EROSION CONTROL KEY PLAN08/06/2025401/23/2026C1.3DEMOLITION & EROSION CONTROL PLAN08/06/2025110/28/2025C1.4DEMOLITION & EROSION CONTROL PLAN08/06/2025110/28/2025C2.3SIGNING, STRIPING & GEOMETRIC PLAN08/06/2025401/23/2026C2.4SIGNING, STRIPING & GEOMETRIC PLAN08/06/2025401/23/2026C3.4PAVING, GRADING & DRAINAGE PLAN08/06/2025502/04/2026C5.3POTABLE WATER & SANITARY SEWER PLAN08/06/2025602/13/2026C5.4POTABLE WATER & SANITARY SEWER PLAN08/06/2025602/13/2026C4.2PAVING, GRADING & DRAINAGE DETAILS08/06/2025401/23/2026C7.1MOPS (PRIVATE LIFT STATION)08/06/2025110/28/2025C2.0SIGNING, STRIPING & GEOMETRIC KEY PLAN08/06/2025401/23/2026C0.4KEY PLAN08/06/2025401/23/20264 01/23/25 COORDINATION & COMMENTSSHEETDESCRIPTIONDRAWING DATELATEST REVISIONREVISION DATEINDEX OF SHEETSSHEETDESCRIPTIONDRAWING DATELATEST REVISIONREVISION DATEC0.1SHEET INDEX08/06/2025602/13/2026C4.3PAVING, GRADING & DRAINAGE DETAILS08/06/2025401/23/20265 02/04/26 DESIGN REVISIONSC5.5SEWER PROFILES08/06/2025602/13/20266 02/13/26 SITE PLAN COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
C0.2GENERAL NOTESGENERAL NOTES:1.COORDINATION OF DRAWINGS AND DISCIPLINES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR COMPLETENESS ANDACCURACY. FURTHER, CONTRACTOR IS TO COORDINATE ALL TRADES AND DISCIPLINES PROPERLY. ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS ARE TO BEBROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING.2.BUILDINGS. CONTRACTOR IS ADVISED THAT THE BUILDINGS AND ASSOCIATED SYSTEMS ARE STILL UNDER DESIGN AND REVIEW. AS SUCH, THERE MAY BE MODIFICATIONSTO SERVICE LINES (MATERIALS, SIZES, LOCATIONS, DEPTHS, ETC.) AS THE BUILDING DOCUMENTS ARE FINALIZED AND PERMITTED.3.SAFETY. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO TAKE THE NECESSARY PRECAUTIONS TO ENSURE PROPER SAFETY AND WORKMANSHIP WHENWORKING IN THE VICINITY OF EXISTING UTILITY LINES. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE RESPECTIVE UTILITY PROVIDER ON ANYWORK IN THE VICINITY OF OVERHEAD OR UNDERGROUND LINES. CONTRACTOR SHALL VERIFY PROPER CLEARANCE BELOW EXISTING OVERHEAD LINES PRIOR TOWORKING WITHIN THE VICINITY OF THE LINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH,SAFETY AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE.4.FAMILIARITY WITH SITE CONDITIONS. THE CONTRACTOR SHALL VISIT THE SITE AND ACQUAINT HIMSELF WITH ALL EXISTING CONDITIONS. THE EXISTING GRADES SHOWNON THE DRAWINGS ARE AS PROVIDED BY THE SURVEYOR AND NO REPRESENTATION IS MADE AS TO THEIR ACCURACY OR CONSISTENCY. THE CONTRACTOR SHALLVERIFY ALL EXISTING GRADES TO THE EXTENT NECESSARY TO ENSURE COMPLETION OF THE JOB TO THE PROPOSED GRADES INDICATED ON THE DRAWINGS.5.WORKMANSHIP. ALL WORK SHALL BE PERFORMED IN A WORKMANSHIP-LIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERALREGULATIONS AND/OR CODES, INCLUDING OSHA.6.ELEVATIONS. ALL ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88).7.SITE PLAN. REFER TO SITE PLAN PREPARED BY INSITE STUDIO, INC. FOR ADDITIONAL INFORMATION.8.SURVEY. REFER TO SURVEY PREPARED BY DEAN SURVEYING AND MAPPING, INC. FOR ADDITIONAL INFORMATION.9.BENCHMARK. REFER TO SURVEY BY DEAN SURVEYING AND MAPPING, INC. FOR BENCHMARK LOCATIONS AND ELEVATIONS.10.FIELD LOCATIONS. THE CONTRACTOR SHALL CONTACT "SUNSHINE STATE ONE CALL OF FLORIDA, INC. (1-800-432-4770)" AT LEAST 48 HOURS PRIOR TO BEGINNING ANYEXCAVATION. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION AND ALTERATION OF THEIREXISTING FACILITIES.11.PROTECTION OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF ALLEXISTING AND NEWLY INSTALLED ABOVE GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES AND UTILITIES FROM DAMAGE OR SERVICE DISRUPTION.12.EXISTING UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OFTHE EXISTING UTILITIES SHOWN ON THE PLANS OR FOR ANY EXISTING UTILITIES THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO THE START OF ANY CONSTRUCTIONACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS FOR FIELD LOCATIONS OF EXISTING UTILITIES. ANY RELOCATIONS OF THEVARIOUS EXISTING UTILITIES SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY PROVIDER IN A TIMELY MANNER TO MINIMIZE IMPACT ON THE CONSTRUCTIONSCHEDULE. ALL COSTS ASSOCIATED WITH VERIFICATION, PROTECTION OF EXISTING SYSTEMS OR CONNECTION TO THOSE SYSTEMS AS IDENTIFIED ON THE PLANS SHALLBE INCLUDED IN THE CONTRACTOR'S BID OR PROVIDED VIA ALLOWANCE AS APPROVED BY THE OWNER.13.EXISTING UTILITIES. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, ELEVATION, AND MATERIAL OF EXISTING UTILITIESWITHIN THE AREA OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING UTILITIES AND SOILS CONDITIONS AND SHALL NOTIFY THEENGINEER AND OWNER IN THE EVENT OF ANY DISCREPANCIES WITH THE PLANS.14.EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES FOR WHICH IT FAILS TO REQUEST LOCATIONS FROM THEUTILITY OWNER. THE CONTRACTOR IS RESPONSIBLE AS WELL FOR DAMAGE TO ANY EXISTING UTILITIES WHICH ARE PROPERLY LOCATED.15.EXISTING UTILITIES. IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR MATERIALDIFFERENT FROM THAT SHOWN ON THE PLANS; THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER.16.FIELD REVIEWS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO ANY REQUIRED FIELD REVIEWS OR INSPECTIONS AND SHALL SUPPLY ALLEQUIPMENT NECESSARY, LABOR AND MATERIALS FOR INSPECTION AND/OR TEST. ALL WORK SHALL BE OPEN AND SUBJECT TO REVIEW AND/OR INSPECTION BYAUTHORIZED PERSONNEL OF THE OWNER, INVOLVED UTILITY COMPANIES, PROJECT ENGINEER AND REGULATORY AGENCIES. ALL RECOMMENDATIONS ANDREQUIREMENTS OF INSPECTION PERSONNEL OTHER THAN THE OWNER'S SHALL BE REPORTED TO THE ENGINEER PRIOR TO IMPLEMENTATION. COMPENSATION WILL NOTBE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY THE ENGINEER OR OWNER.17.DIFFERING SITE CONDITIONS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND THE FIELDCONDITIONS PRIOR TO CONSTRUCTION IN THE AREA OF CONFLICT. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH ARE REPRESENTED ON THE PLANS, WHETHERABOVE, ON OR BELOW THE SURFACE OF THE GROUND, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND THE OWNER IN WRITING.18.REQUIRED PERMITS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND AT THE JOB SITE PRIOR TO THECOMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL PERMIT CONDITIONS.19.DEWATERING. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ANY DEWATERING PERMITS AND/OR APPROVALSNECESSARY FOR THE CONSTRUCTION OF THE PROPOSED FACILITIES AND SYSTEMS.20.USE OF EXISTING MATERIALS. NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS.21.EXISTING LANDSCAPE. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN ON THE PLAN ORDESIGNATED IN THE FIELD.22.SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, PRODUCT DATA, MATERIAL SPECIFICATIONS AND OTHER INFORMATION REGARDINGCONSTRUCTION MATERIALS AND STRUCTURES AS REQUESTED BY THE OWNER, ENGINEER OR JURISDICTIONAL AGENCY. SHOP DRAWINGS MUST BE NEWLY PREPAREDINFORMATION, DRAWN TO ACCURATE SCALE. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD INFORMATION AS THE BASIS OF SHOP DRAWINGS.STANDARD INFORMATION PREPARED WITHOUT SPECIFIC REFERENCE TO THE PROJECT WILL NOT BE CONSIDERED A SHOP DRAWING.A.BY SUBMITTAL OF ANY SHOP DRAWING OR CATALOG DATA, BEARING AN APPROVAL STAMP, THE CONTRACTOR REPRESENTS THAT IT HAS DETERMINED AND VERIFIEDALL FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, DIMENSIONS, CATALOG NUMBERS AND SIMILAR DATA, OR WILL DO SO, AND THAT IT HASCHECKED AND COORDINATED EACH ITEM WITH OTHER APPLICABLE APPROVED SHOP DRAWINGS AND THE CONTRACT REQUIREMENTS.B.SHOP DRAWINGS AND CATALOG DATA SUBMITTED WITHOUT THE CONTRACTOR'S STAMP OF APPROVAL WILL BE RETURNED TO THE CONTRACTOR WITHOUT REVIEW.APPROVAL OF SHOP DRAWINGS, SAMPLES, OR CATALOG DATA BY THE ENGINEER SHALL NOT AUTHORIZE ANY DEVIATION FROM THE REQUIREMENT OF THECONTRACT DOCUMENTS.C.ANY PROPOSED SUBSTITUTE OR EQUAL TO THAT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE ACCOMPANIED BY CALCULATIONS SUBSTANTIATINGEQUIVALENCY. SHOP DRAWINGS WITH SUBSTITUTE MATERIALS NOT ACCOMPANIED BY CALCULATIONS WILL BE RETURNED WITHOUT REVIEW.D.THE CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERTS DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF THE PROJECT ANDADVISE THE ENGINEER IN WRITING OF ANY DISCREPANCIES.E.INDIVIDUAL SHOP DRAWINGS FOR ALL PRECAST STRUCTURES ARE REQUIRED. CATALOG LITERATURE WILL NOT BE ACCEPTED FOR PRECAST STRUCTURES.24.TESTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THEENGINEER. THE CONTRACTOR UNDERSTANDS THAT ANY AND ALL TESTS, INSPECTIONS, PROCEDURES INCLUDING ALL LABOR, MATERIALS, TIME AND EFFORT IN ORDERTO HAVE ALL WORK DESIGNATED AS FINAL BY THE RESPECTIVE JURISDICTIONAL AUTHORITIES AND THAT SUCH TESTS, INSPECTIONS AND PROCEDURES ARE INCLUDED INTHE BID OR PROVIDED BY OWNER AS STATED IN THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR.25.RECORD DRAWINGS. RECORD DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR OR OWNERS' SURVEYOR AND SUBMITTED IN SUFFICIENT QUANTITIES AS REQUIREDBY THE OWNER, ENGINEER AND JURISDICTIONAL AGENCIES TO COMPLETE THE CLOSE-OUT OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OFRECORD WITH ADEQUATE RECORD DRAWING INFORMATION, WHICH HAS BEEN PREPARED BY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA. THE SURVEYORSHALL SIGN AND SEAL THE RECORD DRAWINGS. THE FOLLOWING SHALL BE THE MINIMUM REQUIREMENTS FOR RECORD DRAWING INFORMATION:A.THE WORDS “RECORD DRAWINGS” SHALL BE WRITTEN IN BOLD LETTERS IN A CONSPICUOUS PLACE. NO RUBBER STAMP ON PLANS SHALL BE ACCEPTED.B.ANY CHANGES IN ALIGNMENT, PIPE CONFLICTS, LOCATION OF STORM MANHOLES, CATCH BASINS, ETC. SHALL BE SHOWN TO SCALE ON RECORD DRAWINGS. THE“PROPOSED” ALIGNMENT, ETC. SHALL BE CROSSED OUT.C.THE DRAWINGS SHALL BE LEGIBLE AND THE AS-BUILT DIMENSIONS EASY TO IDENTIFY.D.DATA FOR STRUCTURES, PIPE SLOPES, AND PIPE LENGTHS AS CONSTRUCTED SHALL BE SHOWN ON THE PLAN SHEET NEXT TO “PROPOSED” DIMENSIONS. THE“PROPOSED” NUMBERS SHALL BE CROSSED OUT. IF THE ASBUILT CONDITION IS THE SAME AS THE PROPOSED INFORMATION, THEN THE PROPOSED INFORMATIONWILL BE CROSSED OUT AND THE ASBUILT DATA WRITTEN.26.FINAL UTILITY ADJUSTMENTS. ALL UTILITIES SHALL BE ADJUSTED TO NEW FINISH GRADES AND PROPERLY SET TO PAVEMENT CROSS SLOPE AS REQUIRED.SITE DEMOLITION AND EROSION CONTROL NOTES:1.SITE ACCESS. SUITABLE STABILIZED ROADS ARE TO BE PROVIDED DURING CONSTRUCTION FOR FIRE AND PARAMEDICAL ACCESS.2.SITE. CONTRACTOR ACCEPTS THE SITE AS IS. FOR DAMAGES CAUSED BY THE CONTRACTOR, ANY REPAIRS TO EXISTING SITE ELEMENTS INCLUDING PAVEMENT,SIDEWALKS, CURBING, DRAINAGE, SANITARY SEWER, WATER, SIGNAGE & STRIPING SHALL BE INCLUDED IN THE BID PRICE.3.EROSION CONTROL. THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND TURBIDITY BARRIERS PRIOR TO AND DURING CONSTRUCTION TO PREVENTVIOLATION OF STATE WATER QUALITY STANDARDS FOR OFFSITE DISCHARGES. THESE BARRIERS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED, SOILSARE STABILIZED, AND VEGETATION HAS BEEN ESTABLISHED.4.FILTER FABRIC. WITHIN THE LIMITS OF CONSTRUCTION, FILTER FABRIC SHALL BE INSTALLED ON ALL CATCH BASIN GRATES AND MAINTAINED UNTIL CONSTRUCTION ISCOMPLETE.5.ADJACENT IMPACTS. CONTRACTOR SHALL PROTECT ADJACENT WATER BODIES, WETLANDS AND PROPERTIES FROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIALCONSTRUCTION RELATED CAUSES.6.SILT FENCES. SILT FENCES SHALL BE INSTALLED AND MAINTAINED AROUND ALL CLEARING PERIMETERS.7.SITE CLEARING. AREAS INDICATED SHALL BE COMPLETELY CLEAR OF ALL TIMBER, BRUSH, STUMPS, ROOTS, GRASS, WEEDS, RUBBISH AND ALL OTHER DEBRIS ANDOBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE GROUND. THIS DEBRIS SHALL BE DISPOSED OF IN A LEGAL MANNER. BURNING OF THISMATERIAL IS NOT PERMITTED UNLESS THE CONTRACTOR OBTAINS SPECIFIC PERMITS ALLOWING SUCH ACTIVITY.GEOMETRIC, SIGNING, AND STRIPING NOTES:1.DIMENSIONS. ALL DIMENSIONS TO EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED.2.REFERENCES. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROADAND BRIDGE CONSTRUCTION (LATEST EDITION), FDOT TRAFFIC DESIGN STANDARDS (LATEST EDITION), MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)(LATEST EDITION), CITY OF BOYNTON BEACH STANDARDS AND PALM BEACH COUNTY TYPICALS FOR PAVEMENT MARKINGS, SIGNING & GEOMETRICS, LATEST EDITION.ALL REFERENCES ARE INCORPORATED INTO THE PLAN DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF THE LATEST EDITION OF THEREFERENCES.3.ROADWAY STRIPING. ALL ROADWAY STRIPING SHALL BE THERMOPLASTIC IN ACCORDANCE WITH THE RESPECTIVE JURISDICTIONAL AUTHORITY REQUIREMENTS.4.BUILDING TIES. BUILDING TIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY WITH ARCHITECTURAL PLANS. BUILDINGS SHOWN ON THESE DRAWINGS MAY NOTREFLECT MINOR ARCHITECTURAL REVISIONS AND SHOULD NOT BE RELIED UPON FOR STAKING OF BUILDINGS. CONTRACTOR SHOULD OBTAIN LATEST ARCHITECTURALINFORMATION AND ESTABLISH GEOMETRIC DATA FOR STAKING. SHOULD THE CONTRACTOR IDENTIFY A CONFLICT BETWEEN THE ARCHITECTURAL INFORMATION ANDTHESE DRAWINGS, NOTIFY THE ENGINEER IN WRITING.5.DIMENSIONS. DIMENSIONS SHOWN ARE FOR REFERENCE LINEWORK PROVIDED BY OTHER CONSULTANTS. FEATURES SHOWN ON THESE DRAWINGS MAY NOT REFLECTREVISIONS BY OTHERS AND SHOULD NOT BE SOLEY RELIED UPON FOR STAKING. SHOULD THE CONTRACTOR IDENTIFY A CONFLICT BETWEEN OTHER DISCIPLINES ANDTHESE DRAWINGS, NOTIFY THE ENGINEER AND OWNER IN WRITING.6.MAINTENANCE OF TRAFFIC. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING A PROPER TRAFFIC MAINTENANCE AND CONTROL PLAN IN ACCORDANCE WITHREGULATORY STANDARDS. INCLUDED WILL BE THE LABOR, EQUIPMENT AND MATERIALS REQUIRED TO IMPLEMENT THAT PLAN. ALL WORK MUST BE DONE INACCORDANCE WITH AGENCY REQUIREMENTS AND ANY REQUIRED PERMITS OR APPROVALS MUST BE APPLIED FOR AND OBTAINED BY THE CONTRACTOR.PAVING, GRADING, AND DRAINAGE NOTES:1.REFERENCES. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROADAND BRIDGE CONSTRUCTION, LATEST EDITION, AND FDOT ROADWAY TRAFFIC DESIGN STANDARDS, LATEST EDITION. ALL FDOT INDICES ARE INCORPORATED AS PLANREFERENCES. CONTRACTOR IS RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF THE LATEST EDITION OF THE FDOT INDICES.2.SITE FAMILIARIZATION. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORM ADDITIONALINVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC MATERIAL, ADEQUACY OF EXISTING MATERIALS AS FILL,DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFFSITE AND MATERIALS TO BE DISPOSED OF OFFSITE. ANY DELAY, INCONVENIENCE OR EXPENSE CAUSEDTO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BEALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL AND THE CONTRACTOR MAYHAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFFSITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL.3.SITE FILL BALANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL DURING THE BID PREPARATION TO DETERMINE IF ANYOFF SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE GRADES SPECIFIED ON THE PLANS.4.RESTORATION. ALL DISTURBED AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION OR BETTER AS DETERMINED BY THE ENGINEER, OWNER ANDRESPECTIVE JURISDICTIONAL AUTHORITY.5.HORIZONTAL CONTROL AND LAYOUT. CONTRACTOR/OWNER SHALL COORDINATE WITH A REGISTERED SURVEYOR TO LAY OUT LINE, GRADES, STRUCTURES, LOTCORNERS, ETC. AS NECESSARY TO CONSTRUCT THE PROPOSED FACILITIES IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. BENCH MARKS SHALL BEESTABLISHED BY A REGISTERED SURVEYOR. BENCH MARKS SHALL BE PERMANENT AND EASILY ACCESSIBLE AND MAINTAINED AND REPLACED IF DISTURBED ORDESTROYED. HORIZONTAL CONTROL SHALL SIMILARLY BE ESTABLISHED AND MAINTAINED.6.CLEARING, GRADING AND DISPOSAL. CLEARING AND GRADING SHALL CONFORM TO SECTION 110 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION. CLEARING SHALL BE CONTAINED TO THE CONSTRUCTION AREA AND/OR AS DIRECTED BY THE OWNER AND/OR HIS REPRESENTATIVE.ALL ROOTS, STUMPS, OR OTHER OBSTRUCTIONS SHALL BE REMOVED TO A DEPTH OF 18” BELOW NATURAL GRADE OR DESIGN GRADE WHICHEVER IS LOWER. ALL DEBRISSHALL BE REMOVED FROM THE AREA AND BE DISPOSED OF LEGALLY.7.EXCAVATION AND EMBANKMENT. ALL EXCAVATION AND EMBANKMENT SHALL CONFORM TO THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION.8.EARTHWORK. NO SEPARATE PAYMENT SHALL BE PROVIDED TO THE CONTRACTOR FOR EARTHWORK ASSOCIATED WITH THIS CONTRACT. ALL COSTS ASSOCIATED WITHSITE PREPARATION NECESSARY TO EXECUTE THE WORK SET FORTH IN THE CONTRACT SHALL BE INCLUDED IN THE BID.9.EXCESS MATERIAL. ANY EXCESS MATERIAL REMAINING UPON COMPLETION OF CONSTRUCTION SHALL BE REMOVED TO AN ACCEPTABLE LOCATION AT THE EXPENSE OFTHE CONTRACTOR. AT THE OWNER'S OPTION, A LOCATION MAY BE IDENTIFIED FOR MATERIAL STOCK PILING OR THE OWNER MAY INSTRUCT THE CONTRACTOR TOREMOVE THE EXCESS MATERIAL IN WHICH CASE THE CONTRACTOR IS TO LEGALLY DISPOSE OF ALL MATERIALS OFFSITE.10.FINISHED SITE GRADING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADING OF THE SITE TO WITHIN ±0.1 FOOT OF ALL THE PROPOSED FINISHED GRADEELEVATIONS THROUGHOUT THE PROJECT SITE AS DEPICTED ON THE PLANS. ELEVATIONS OF CONSTRUCTED FACILITIES, I.E. ROADWAYS, DRAINAGE, ETC. ARE TO BE ASINDICATED ON THE PLANS UNLESS APPROVED DIFFERENTLY IN WRITING.11.BUILDING AREAS. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL IN BUILDING OR PAVEMENT AREAS SHALL BE REMOVED AND REPLACED IN ACCORDANCE WITH THEGEOTECHNICAL REPORT RECOMMENDATIONS AND SOUND CONSTRUCTION PRACTICES.12.LANDSCAPE AREAS. ALL LANDSCAPE AREAS SHALL CONTAIN SUITABLE LANDSCAPE MATERIAL FOR LANDSCAPE INSTALLATION. ALL LANDSCAPE AREAS SHALL BESUITABLY SLOPED TO PROVIDE POSITIVE DRAINAGE.13.SOD AREAS. ELEVATIONS OF GRASSED AREAS ARE GIVEN AT FINISHED SOD/SEED GRADE. CONTRACTOR TO GRADE AREAS RECEIVING SOD LOWER TO ACCOMMODATESOD THICKNESS.14.UNSUITABLE MATERIALS. WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DETERMINED BY THE ENGINEER. BACKFILLINGSHALL BE IN LAYERS NOT GREATER THAN 8” THICKNESS AND COMPACTED TO 98 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ANY UNSTABLE SOILAND/OR SOIL CONTAINING ORGANIC MATERIAL ENCOUNTERED DURING CONSTRUCTION, INCLUDING BET NOT LIMITED TO MUCK, SILT, SLUDGE, AND MARL SHALL BEREMOVED AND SHALL BE REPLACED BY MATERIAL ACCEPTABLE TO THE ENGINEER. IF ANY ROCK, HARDPAN, ETC. IS ENCOUNTERED DURING CONSTRUCTION OF ANYITEMS, THE REMOVAL AND BACKFILL REQUIRED SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION OF THAT ITEM AND NO SEPARATE PAYMENT WILL BE MADE.15.GRADING. GRADING FROM PROPOSED TO EXISTING CONDITIONS SHALL NOT BE STEEPER THAN 3H:1V NOR FLATTER THAN 20H:1V. ALL SWALES AND SLOPES SHALL BESODDED AFTER GRADING.16.ELEVATIONS. ELEVATIONS GIVEN ADJACENT TO CURB OR FRONT OF SIDEWALK ARE CONSIDERED EDGE OF PAVEMENT GRADES UNLESS OTHERWISE NOTED.17.POSITIVE DRAINAGE. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENT TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE ASMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR DRAINAGE BE OBSERVED, THE CONTRACTOR SHALL NOTIFY THEENGINEER PRIOR TO PLACEMENT OF CURBS OR PAVEMENT COURSES, SO THAT RECOMMENDATIONS FOR CORRECTION CAN BE MADE.18.ADA AREAS. PAVEMENT GRADES AT HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. PROPOSED AND EXISTING SIDEWALKS SHALL BE RAMPEDFLUSH WITH PAVEMENT. RAMPS SHALL NOT EXCEED A 12H:1V SLOPE. SIDEWALK RAMPS SHALL BE TEXTURED IN CONFORMANCE WITH FDOT STANDARDS EXCEPT WHERELOCAL CODES DICTATE OTHERWISE OR IF INDICATED OTHERWISE ON THE PLANS. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE JURISDICTIONALAUTHORITY FOR FORM BOARD AND PRE-POUR INSPECTIONS PRIOR TO ANY CONCRETE INSTALLATION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THATALL RAMP TEXTURED SURFACES AND SIDEWALK LONGITUDINAL AND CROSS SLOPES ARE IN CONFORMANCE WITH LOCAL, STATE AND FEDERAL ADA AND BUILDING CODESTANDARDS.19.ASPHALT MIX DESIGN. BEFORE CONSTRUCTION OF ASPHALT SURFACE, A JOB MIX FORMULA SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER.20.ROADWAY CONSTRUCTION. ALL ROADWAY CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE APPLICABLE FDOT STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION, LATEST EDITION. ALL SUBBASE, BASE COURSE, PRIME COAT, TACK COAT AND ASPHALT MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITHFDOT STANDARD SPECIFICATIONS (LATEST EDITION).21.DRAINAGE STRUCTURES. ALL PRECAST DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AS PER THE PLANS AND IN ACCORDANCE WITH FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION). ALL GRATES SHALL BE SECURED TO THE DRAINAGE STRUCTURE WITH A CHAIN ANDEYEBOLT.22.PIPE LENGTHS. PIPE LENGTHS SHOWN ON THE PLANS REPRESENT SCALED DISTANCES BETWEEN CENTERLINES OF DRAINAGE STRUCTURES AND FROM INVERTS OFENDWALLS AND/OR MITERED END SECTIONS.23.PIPE INSTALLATION. PIPE TRENCH SHALL BE DRY WHILE PIPE IS BEING LAID AND TO BE BEDDED PER DETAIL AND IN CONFORMANCE WITH THE FDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION). ALL CORRUGATED PIES SHALL BE INSTALLED WITH MAXIMUM LENGTHS IN ORDER TOMINIMIZE JOINTS.24.PIPE TRENCHES. PIPE TRENCHES TO BE EXCAVATED AND BACKFILLED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION(LATEST EDITION).25.DRAINAGE PIPING. ALL DRAINAGE PIPES TO BE REINFORCED CONCRETE (RCP) UNLESS NOTED OTHERWISE ON THE PLANS. REQUIRED PIPE THICKNESS IN COMPLIANCEWITH ACPA STANDARDS AND ACTM C76.26.REINFORCED CONCRETE PIPE (RCP). REINFORCED CONCRETE PIPE (RCP) SHALL BE PER ASTM C-76 CLASS III, UNLESS OTHERWISE SPECIFIED. INSTALLATION OF RCPSHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS (LATEST EDITION).27.DRAINAGE CONNECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS AND SILT WHERE CONNECTIONS TO EXISTING DRAINAGE STRUCTURES ORSWALES ARE TO BE PERFORMED. SWALES, DITCHES, LAKES, ETC. SHALL BE RESTORED TO THEIR ORIGINAL DESIGN SECTION AND SODDED. SUCH REMOVAL ANDRESTORATION SHALL BE TO THE POINT OF LEGAL POSITIVE OUTFALL.28.DRAINAGE JOINT WRAPPING. ALL DRAINAGE PIPE JOINTS TO BE WRAPPED IN FILTER FABRIC PER FDOT INDEX 350-001. THE FIRST JOINT OF PIPE ENTERING OR LEAVING ADRAINAGE STRUCTURE SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT SPECIFICATIONS.29.DRAINAGE LAMPING. ALL DRAINAGE SYSTEMS SHALL BE PUMPED DOWN BELOW ONE-THIRD OF THE DIAMETER OF THE PIPE (FROM THE INVERT) AND LAMPED AS AREQUIREMENT OF THE FINAL DRAINAGE INSPECTION.30.SUBGRADE. SUBBASE SHALL BE FREE OF MUCK, STUMPS, ROOTS, UNDERBRUSH, VEGETATIVE MATTER, GARBAGE, TRASH OR ANY MATERIAL THAT WILL NOT PROVIDE ASUITABLE STABLE, CLEAN SUBGRADE. SUBGRADE SHALL BE AS SHOWN ON THE PLANS AND TO BE COMPACTED TO 98 PERCENT OF THE MAXIMUM DENSITY ASDETERMINED BY AASHTO T-180 UNLESS OTHERWISE NOTED ON THE PLANS.31.UNDER PAVEMENT UTILITIES AND CONDUITS. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF ANY KIND, INCLUDINGIRRIGATION AND ELECTRICAL CONDUITS, THAT WILL REMAIN UNDER THE PROPOSED PAVEMENT OR WITHIN 10 FEET OF ITS EDGES SHALL BE INSTALLED PRIOR TOCONSTRUCTION OF THE BASE.32.UTILITIES BY OTHERS. THE CONTRACTOR SHALL PROVIDE ACCESS AND ALLOW FOR COORDINATION SERVICES TO ACCOMMODATE UTILITIES, CONDUIT AND/OR SLEEVECONSTRUCTION BY OTHERS. ANY UTILITIES, CONDUITS AND/OR SLEEVES INSTALLED BY OTHERS AND DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THECONTRACTOR'S EXPENSE.33.BASE. BASE SHALL BE AS SHOWN ON SECTION AND SHALL BE COMPACTED TO 98 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 UNLESSOTHERWISE NOTED ON THE PLANS.34.ASPHALT TACK AND PRIME COATS. PRIME COAT SHALL BE APPLIED AT THE RATE OF 0.15 GALLONS PER SQUARE YARD. WHERE REQUIRED, TACK SHALL BE APPLIED ATTHE RATE OF 0.08 GALLONS PER SQUARE YARD.35.UTILITIES BY OTHERS. AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR SHALL PROVIDE ACCESS AND ALLOW FOR COORDINATION SERVICES TOACCOMMODATE UTILITIES, CONDUIT AND/OR SLEEVE CONSTRUCTION BY OTHERS. ANY UTILITIES, CONDUITS AND/OR SLEEVES INSTALLED BY OTHERS AND DAMAGED BYTHE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.36.CURB TRANSITIONS. ALL EXPOSED ENDS OF CURB SHALL TRANSITION TO FINISHED GRADE.37.CONCRETE. ALL CONCRETE SHALL BE 3,000 PSI CONCRETE (MINIMUM 28 DAY COMPRESSIVE STRENGTH) UNLESS OTHERWISE SPECIFIED.38.REINFORCING STEEL. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615 AND HAVE A TENSILE STRENGTH OF 60,000 PSI OR AS OTHERWISE NOTED.39.FIELD REVIEWS. FIELD REVIEWS OF CONSTRUCTED FACILITIES WILL BE REQUIRED DURING THE CONSTRUCTION PROCESS. THE CONTRACTOR IS TO NOTIFY THEENGINEER A MINIMUM OF 48 HOURS PRIOR TO THE REQUESTED TIME FOR REVIEW OF THE COMPLETED ITEMS. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT ANDMATERIALS NECESSARY TO ACCOMMODATE THE FIELD REVIEW. THESE REVIEWS INCLUDE BUT ARE NOT LIMITED TO:A.DRAINAGE PIPE AND STRUCTURE REVIEWB.SUBGRADE REVIEWC.CURB REVIEWSD.BASE REVIEWSE.PUMP OUT AND LAMPING OF DRAINAGE SYSTEMF.SEMI-FINAL AND FINAL REVIEWS40.COMPLETENESS FOR REVIEW. FACILITIES MUST BE COMPLETED PRIOR TO SCHEDULING THE FIELD REVIEW. IF A FIELD REVIEW FAILS TO MEET THE AGENCYREQUIREMENTS AND AN ADDITIONAL REVIEW IS REQUIRED, THE CONTRACTOR WILL BE RESPONSIBLE TO PAY ANY FEES ASSOCIATED WITH THE ADDITIONAL REVIEW.41.TESTING. TESTING OF CONSTRUCTION MATERIALS AND/OR CONSTRUCTED FACILITIES WILL BE REQUIRED AS OUTLINED IN THE GOVERNING SPECIFICATIONS ASNECESSARY TO MEET THE REQUIREMENTS OF THE JURISDICTIONAL AGENCIES. ALL TESTING IS TO BE DONE BY A FLORIDA LICENSED TESTING LABORATORY. THECONTRACTOR IS TO SUBMIT ALL REQUIRED TESTS ON UTILITY EMBANKMENT, BACKFILL, SUBGRADE, BASE AND SURFACE COURSE MATERIAL TO THE ENGINEER PRIOR TOANY REQUEST FOR PAYMENT. IF ANY TESTS FAIL TO MEET THE SPECIFICATIONS, THE CONTRACTOR, SHALL CORRECT ALL DEFICIENT WORK AND SUBMIT TEST RESULTSINDICATING COMPLIANCE WITH THESE SPECIFICATIONS PRIOR TO ANY REQUEST FOR PAYMENT.42.DENSITY TESTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEENACHIEVED ON THE SUBGRADE, BASE MATERIAL, PIPE BASE MATERIAL AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE CONTRACTOR SHALLPROVIDE THE OWNER AND THE ENGINEER COPIES OF ALL TEST RESULTS. ALL REPORTS ARE TO BE SIGNED AND SEALED BY A REGISTERED GEOTECHNICAL ENGINEER INTHE STATE OF FLORIDA.43.VERTICAL DISTRIBUTION OF DENSITY TESTING. NUCLEAR DENSITY COMPACTION TESTS ARE TO BE TAKEN ON EVERY LIFT PLACED (12” MAXIMUM THICKNESS), STARTINGWITH THE SOIL AT THE SPRINGLINE OF THE UTILITY OR AT THE BASE OF ANY STRUCTURE AND PROCEEDING UPWARD TO GRADE AT THE LOCATIONS DEFINED BY THEHORIZONTAL DISTRIBUTION OF DENSITY TESTING NOTE. IF THICKER LIFTS ARE APPROVED AND IMPLEMENTED, DENSITY TESTING SHALL BE PERFORMED VIA DIG DOWNSTO SUFFICIENT DEPTH TO TEST EACH 12 INCHES FOR THE FULL THICKNESS OF LIFT.44.HORIZONTAL DISTRIBUTION OF DENSITY TESTING. DENSITY TESTING SHALL BE PERFORMED AT THE FOLLOWING MINIMUM LOCATIONS WITH HORIZONTAL SPACING PERTHE VERTICAL DISTRIBUTION OF DENSITY TAKING NOTE. MORE SPECIFICALLY:A.PIPE TRENCHES - TESTS SHALL BE PERFORMED AT RANDOMLY SELECTED LOCATIONS WITHIN EACH 300 FOOT INTERVAL (MAXIMUM) ALONG THE LENGTH OF A PIPEINSTALLATION, AND BETWEEN EACH SET OF STRUCTURES SEPARATED BY LESS THAN 300 FEET. AT LEAST ONE TEST SHALL BE PERFORMED FOR EVERY 12 INCHBACKFILL LAYER, STARTING WITH THE FIRST TEST PERFORMED AT THE PIPE SPRINGLINE (COVERING THE 12” LAYER BELOW SPRINGLINE ELEVATION).B.STRUCTURES - TESTS SHALL BE PERFORMED AT EACH MANHOLE OR DRAINAGE STRUCTURE. AT LEAST ONE TEST SHALL BE PERFORMED FOR EVERY 12 INCHBACKFILL LIFT, STARTING WITH THE FIRST TEST PERFORMED AT THE BASE OF THE STRUCTURE (COVERING THE 12” LAYER BELOW BASE ELEVATION).C.SUBGRADE - TESTS SHALL BE PERFORMED AT RANDOMLY SELECTED LOCATIONS WITHIN EACH 300 FOOT INTERVAL (MAXIMUM) ALONG THE LENGTH OF THEROADWAY, SIDEWALK, OR PATHWAY AND EVERY 6,000 SQUARE FEET OF PARKING AREA.D.BASE ROCK - TESTS SHALL BE PERFORMED AT RANDOMLY SELECTED LOCATIONS WITHIN EACH 300 FOOT INTERVAL (MAXIMUM) ALONG THE LENGTH OF THEROADWAY, SIDEWALK, OR PATHWAY AND EVERY 6,000 SQUARE FEET OF PARKING AREA.E.ROAD CROSSINGS - TESTS SHALL BE PERFORMED FOR EACH 12 INCH LIFT WITHIN ANY OPEN CUT ROAD CROSSING LOCATION.1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
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DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'T. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
C0.3GENERAL NOTES1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'WATER AND SANITARY SEWER NOTES:1.AVAILABILITY OF SYSTEMS FOR ASBUILT MEASUREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL WATER MAIN BENDS, VALVES, HYDRANTS, TEES ANDWATER SERVICE TAPS AVAILABLE TO FACILITATE DIRECT PHYSICAL MEASUREMENT OF RECORD DRAWING INFORMATION. THE CONTRACTOR SHALL COORDINATE WITHTHE OWNER, ENGINEER AND SURVEYOR TO OBTAIN RECORD DRAWING MEASUREMENTS SO AS NOT TO ENDANGER THE GENERAL PUBLIC OR CREATE DELAY IN THEPROGRESS OF THE PROJECT. CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM WRITTEN NOTICE.2.SYSTEM CLEANING. CONTRACTOR SHALL THOROUGHLY CLEAN ALL SANITARY AND DRAINAGE GRAVITY SYSTEMS TO FACILITATE MEASUREMENT OF RECORD DRAWINGINFORMATION. CLEANING SHALL BE PERFORMED PRIOR TO “PRE-LAMPING” INSPECTIONS BY ENGINEER. CONTRACTOR SHALL ALSO HAVE ALL MANHOLE RIMS INSTALLEDPRIOR TO PRE-LAMPING.3.WATER MAINS. ALL WATER MAINS TO BE PVC C-900 UNLESS OTHERWISE NOTED ON THE PLANS. ALL LINES FROM THE WATER MAIN TO A FIRE HYDRANT TO BE DUCTILEIRON PIPE (DIP) UNLESS OTHERWISE NOTED ON THE PLANS.4.WATER SERVICE LINES. ALL WATER SERVICE LINES TO BE PVC SCHEDULE 40 UNLESS NOTED OTHERWISE ON THE PLANS.5.SANITARY SEWER LINES. ALL SANITARY SEWER GRAVITY MAINS LESS THAN 12' IN DEPTH TO BE PVC SDR 26 UNLESS NOTED OTHERWISE ON PLANS.6.MINIMUM PIPE DEPTHS. ALL PRESSURE PIPE TO BE INSTALLED AT MIN. 30” COVER FROM FINISHED GRADE.7.VALVES. ALL VALVES ARE TO BE CONSTRUCTED COMPLETELY IN GRASSED AREAS UNLESS SHOWN OTHERWISE ON THE PLANS. NO VALVES SHALL BE CONSTRUCTEDWITHIN THE SIDEWALK, CURB OR PARKING STALLS.8.EXISTING UTILITIES IMPACTED. ALL EXISTING VALVES AND MANHOLES IMPACTED BY CONSTRUCTION OF THIS PROJECT SHALL BE ADJUSTED IN ACCORDANCE WITH THEUTILITY SPECIFICATIONS.9.FIELD VERIFICATION. PRIOR TO CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY (ELEVATION & LOCATION) ALL EXISTING UTILITIES. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONTINUATION OF WORK.10.PIPE COLOR INFUSION. ALL WATER MAINS (BLUE), FORCE MAINS (GREEN) AND RECLAIM WATER MAINS (PURPLE) SHALL BE PVC C-900 COLORED DURING INFUSIONPROCESS, UNLESS A DIFFERENT MATERIAL IS OTHERWISE NOTED.11.MAGNETIC TAPE. MAGNETIC TAPE IS REQUIRED FOR PVC WATER MAINS, FORCE MAINS, AND RECLAIM WATER MAINS AND SHALL BE 6" WIDE, IMPRINTED WITH 2" HIGHLETTERING READING "CAUTION - WATER MAIN BURIED BELOW", "CAUTION - FORCE MAIN BURIED BELOW" OR "CAUTION - RECLAIM WATER MAIN BURIED BELOW", ASREQUIRED.12.TESTING. PRESSURE TESTING AND CERTIFICATION SHALL FOLLOW BOYNTON BEACH WATER UTILITIES DEPARTMENT MINIMUM ENGINEERING AND CONSTRUCTIONSTANDARDS LATEST EDITION.13.VERTICAL PIPE SEPARATIONS. ALL WATER MAINS TO CROSS OVER SANITARY SEWER SERVICES. WHERE 18" MINIMUM CLEARANCE CANNOT BE MAINTAINED, 20 LINEARFEET OF DUCTILE IRON WATER MAIN SHALL BE CENTERED ON THE CROSSING AND THE SEWER SERVICE SHALL BE C-900, SDR-18. IN NO CASE SHALL THERE BE LESS THAN6" CLEARANCE.14.RECORD DRAWING NOTE. RECORD DRAWINGS SHALL INCLUDE ALL UTILITY OBJECTS AND ASSOCIATED LOCATIONS IDENTIFIED AS REQUIRED BY BOYNTON BEACH WATERUTILITIES DEPARTMENT AND SHOWN IN THE AS-BUILT LOCATION.15.STATE PLANE COORDINATES FOR RECORD DRAWINGS. ALL RECORD DRAWINGS SHALL BE DRAWN IN THE STATE PLANE COORDINATE SYSTEM. STATE PLANECOORDINATES ARE REQUIRED FOR ALL AS-BUILT UTILITY OBJECTS AS REQUIRED BY BOYNTON BEACH WATER UTILITIES DEPARTMENT.16.WATER MAIN DUCTILE IRON PIPE (DIP). ALL WATER MAIN DUCTILE IRON PIPE AND PIPE FITTINGS SHALL BE PAINTED WITH A 4" WIDE CONTINUOUS BLUE LINE THAT RUNSPARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE. APPROVED PAINT: INDURON, AQUANAUT 5082 ALASKAN BLUE (ONE COAT, 3 MILSDRY FILM THICKNESS APPLIED WITH 1/2" NAP MEDIUM ROLLER).17.PIPE COLORS. ALL WATER MAIN PIPE, INCLUDING FITTINGS, INSTALLED ON OR AFTER AUGUST 28, 2003, EXCEPT PIPE INSTALLED UNDER A CONSTRUCTION PERMIT FORWHICH THE DEPARTMENT RECEIVED A COMPLETE APPLICATION BEFORE AUGUST 28, 2003, SHALL BE COLOR CODED OR MARKED USING BLUE AS A PREDOMINANT COLORTO DIFFERENTIATE DRINKING WATER FROM RECLAIMED OR OTHER WATER. UNDERGROUND PLASTIC PIPE SHALL BE SOLID-WALL BLUE PIPE, SHALL HAVE A CO-EXTRUDEDBLUE EXTERNAL SKIN, OR SHALL BE WHITE OR BLACK WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL ORCONCRETE PIPE SHALL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE SHALL HAVE CONTINUOUS STRIPES THATRUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURINGAND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT SHALL BE APPLIED IN ACONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF PIPE; FOR PIPES WITH AN INTERNAL DIAMETER OF 24INCHES OR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE.ABOVEGROUND PIPE AT DRINKING WATER TREATMENT PLANTS SHALL BE COLOR CODED AND LABELED IN ACCORDANCE WITH SUBSECTION 62-555.320(10), F.A.C., AND ALLOTHER ABOVEGROUND PIPE SHALL BE PAINTED BLUE OR COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.ABBREVIATIONS:BUFFER EASEMENTB.E.CATCH BASINCBCLEANOUTCOCONCRETECONC.CONCRETE PRESSURE PIPECPPCONS.CONSTRUCTIONCORRUGATED METAL PIPECMPCURED IN PLACE PIPECIPPEDGE OF PAVEMENTEOPEXISTINGEXIST./ EXFINISHED FLOOR ELEVATIONFFEFIRE HYDRANTFHFORCE MAINFMGATE VALVEGVHIGH POINTHPLIFT STATIONLSLIGHT POLELPLINEAR FEETLFMANHOLEMHMATCH EXISTINGMEMINIMUMMIN.POST INDICATOR VALVEPIVPOLYVINYL CHLORIDEPVCPROPOSEDPROP.PROPERTY LINEP/LREDUCED PRESSURE ZONERPZREINFORCED CONCRETE PIPERCPSANITARYSANSTORM MANHOLESMHSTORMSTMSERVICESVCTYPICALTYPUTILITY EASEMENTU.E.UNKNOWNUNKVERIFY IN FIELDVIFWATER MAINWMWATERWTRYARD DRAINYDT. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C0.4KEY PLANWHEN PRINTED IN COLOR;RED INDICATES DEMOLITION WORKBLUE INDICATES PROPOSED WORKPINK INDICATES PARCEL LINES08204080120SCALE: 1" = 40'NORTHC_.1C_.2C_.3C_.41 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION4 01/23/25 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
LEGENDEXISTING GRADESEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEEXISTING TO BE REMOVEDEXISTING TO BE REMOVEDPROPOSED SILT FENCE90414.62conc CLUBHOUSE DRIVEEXISTINGTENNISCOURT #3EXISTINGTENNISCOURT #2EXISTINGTENNISCOURT #1EXISTINGTENNISCOURT #7EXISTINGTENNISCOURT #8EXISTINGTENNISCOURT #9EXISTINGTENNISCOURT #13EXISTINGTENNISCOURT #14EXISTINGTENNISCOURT #15EXISTINGTENNISCOURT #16EXISTINGTENNISCOURT #17EXISTINGTENNISCOURT #18EXISTINGPICKLEBALLCOURT #1EXISTINGPICKLEBALLCOURT #2EXISTINGPICKLEBALLCOURT #3EXISTINGPICKLEBALLCOURT #4EXISTING TENNISCOURT #10TO BE REMOVEDEXISTING TENNISCOURT #11TO BE REMOVEDEXISTING TENNISCOURT #12TO BE REMOVEDEXISTING TENNISCOURT #4TO BE REMOVEDEXISTING TENNISCOURT #5TO BE REMOVEDEXISTING TENNISCOURT #6TO BE REMOVEDEXIST. BLDG TOBE REMOVEDEXISTINGPICKLEBALLCOURT #5EXISTINGPICKLEBALLCOURT #6EXISTINGPICKLEBALLCOURT #7EXISTINGPICKLEBALLCOURT #8EXISTINGPICKLEBALLCOURT #9EXISTINGPICKLEBALLCOURT #10EXISTINGPICKLEBALLCOURT #11EXISTINGPICKLEBALLCOURT #12EXIST. BLDG TOBE REMOVEDEXIST. BLDG TOBE REMOVEDEXIST. BLDG TOBE REMOVEDEX-MH-RIM=13.82SE=±9.42 (8")SW=±9.21 (8")N=±9.06 (8")EX-CB-RIM=±13.53N=±8.64 (24")S=±5.77 (36")EX-SMH-RIM=±11.54N=UNKS=UNKNW=±4.27 (36")BOT=±3.05EX-CB-RIM=±14.00S=UNKE=UNKEX-CB-RIM=±11.90SW=±10.34 (15")EX-SMH-RIM=±11.36NE=±9.44 (15")S=±9.31 (15")EX-SMH-RIM=±11.68SW=±9.03 (15")N=±8.82 (15")SE=±8.17 (15")EX-SMH-RIM=±11.95N=±9.74 (15")EX-CB-RIM=±12.55N=±3.88 (42")EX-OUTFALL=±6.95 (15")EX-CB-RIM=±13.38W=±6.18 (15")NE=UNKEX-CB-RIM=±14.35NW=±10.71 (8")SW=±6.28 (18")E=±6.29 (18")EX-CB-RIM±14.53W=UNKEX-CB-RIM=±14.46W=±9.30 (18")S=±9.21 (15")EX-CB-RIM=±14.37S=±8.53 (18")EX-CB-RIM=±14.51W=±9.07 (24")N=±8.80 (24")EX-CB-RIM=±14.43SW=±10.12 (15")W=±9.22 (18")EX-CB-RIM=±11.34N=±8.10 (24")E=±7.83 (24")EX-FHTO BE REMOVEDPROP. SILT FENCE (TYP)PROP. SILT FENCE (TYP)PROP. SILT FENCE (TYP)SAWCUT TO CREATE NEWEDGE OF PAVEMENTEXIST. 8" WM.TO BE GROUT FILLED AND ABANDONED.EXIST. 8" WMTO BE GROUT FILLED AND ABANDONEDEX-MHRIM=±13.02E=±5.44 (8")W=±5.47 (8")EX-MHRIM=±12.75N=±5.69 (8")W=±5.37 (10")E=±5.34 (10")EX-MHRIM=±12.88N=±6.73 (8")NE=±6.73 (8")SW=±6.65 (8")EX-MHRIM=±12.99E=±6.38 (8")S=±6.29 (8")EX-MHRIM=±13.15N=±7.83 (8")SW=±7.76 (8")EX-MHRIM=±15.71W=±9.87 (8")NE=±7.00 (8")S=±6.94 (8")W=±5.87 (8")EX-MHRIM=±16.26N=±8.37 (8")SW=±7.76 (8")EX-MHRIM=±15.28N=±8.84 (8")W=±8.82 (8")EXIST. 8" SANTO BE GROUT FILLED AND ABANDONEDEXIST. 8" SANTO BE GROUT FILLED AND ABANDONEDPROP. SILT FENCE (TYP)REMOVE BASINREMOVE BASINREMOVE BASINREMOVE STMREMOVE STMREMOVE STMEXIST.MANHOLE TOBE REMOVED1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C1.0DEMOLITION & EROSIONCONTROL KEY PLANNOTES:1.PROTECT ALL EXISTING AND PROPOSED INLETS WITHIN THELIMITS OF CONSTRUCTION DURING CONSTRUCTION.2.SWEEP ROADS AND CONSTRUCTION SITE PERIODICALLY TOREMOVE CONSTRUCTION DEBRIS AND SEDIMENT.3.STORM DRAINAGE TO BE SEDIMENT AND SILT FREE DURINGCONSTRUCTION AND AT FINAL SITE WALK THROUGH.4.ALL AREAS TO BE DEMOLISHED ARE TO BE REMOVED IN THEIRENTIRETY. BACKFILL WITH CLEAN, SUITABLE MATERIALAPPROPRIATE TO THE FUTURE APPLICATION AND INCOMPLIANCE WITH THE RESPECTIVE REQUIREMENTS5.EXISTING BASEROCK MAY NOT BE REUSED FOR PROPOSEDBASE COURSE UNLESS CERTIFIED BY THE GEOTECHNICALENGINEER THAT IT MEETS THE REQUIRED SPECIFICATIONS. ITMAY BE USED FOR SUBGRADE STABILIZATION.6.REFER TO LANDSCAPE PLANS FOR ALL RELOCATION/REMOVALOF LANDSCAPING AND TREES.7.REFER TO ELECTRICAL & LIGHTING PLANS FOR LIGHT REMOVAL& RELOCATION.8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TODETERMINE THE LOCATION, DEPTH AND CONDITION OF ALLEXISTING UNDERGROUND UTILITIES PRIOR TO SHOP DRAWINGSUBMITTAL AND/OR COMMENCEMENT OF CONSTRUCTION.PROVIDE WRITTEN CONFIRMATION/DIAGRAMS OF EXISTINGUTILITIES WITHIN THE LIMITS OF CONSTRUCTION ORANTICIPATED CONSTRUCTION (HORIZONTAL & VERTICALLOCATIONS, PIPE SIZES, ETC.)9.IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TOPROTECT AND SUPPORT THESE EXISTING UTILITIES ANDMAINTAIN CONTINUOUS SERVICE OF ALL UTILITIES DURING THEENTIRE COURSE OF CONSTRUCTION UNLESS OTHERWISECOORDINATED WITH AND APPROVED BY AFFECTED UTILITYPROVIDERS AND CUSTOMERS.10.CONTRACTOR IS ADVISED THAT THE EXISTING UTILITIES SHOWNARE BASED ON SURVEY AND ASBUILT DATA AVAILABLE AT TIMEOF DESIGN.08204080120SCALE: 1" = 40'NORTHC1.1C1.2C1.3C1.41 10/28/25 SITE PLAN COMMENTS4 01/23/26 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
LEGENDEXISTING GRADESEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEEXISTING TO BE REMOVEDEXISTING TO BE REMOVEDPROPOSED SILT FENCECLUBHOUSE DRIVEEXISTINGPICKLEBALLCOURT #1EXISTINGPICKLEBALLCOURT #2EXISTINGPICKLEBALLCOURT #3EXISTINGPICKLEBALLCOURT #4EXISTING TENNISCOURT #10TO BE REMOVEDEXISTING TENNISCOURT #11TO BE REMOVEDEXISTING TENNISCOURT #12TO BE REMOVEDEXISTING TENNISCOURT #4TO BE REMOVEDEXISTING TENNISCOURT #5TO BE REMOVEDEXISTING TENNISCOURT #6TO BE REMOVEDEXISTINGPICKLEBALLCOURT #5EXISTINGPICKLEBALLCOURT #6EXISTINGPICKLEBALLCOURT #7EXISTINGPICKLEBALLCOURT #8EXISTINGPICKLEBALLCOURT #9EXISTINGPICKLEBALLCOURT #10EXISTINGPICKLEBALLCOURT #11EXISTINGPICKLEBALLCOURT #12EX-CB-RIM=±14.37S=±8.53 (18")EX-CB-RIM=±14.51W=±9.07 (24")N=±8.80 (24")EX-CB-RIM=±14.43SW=±10.12 (15")W=±9.22 (18")PROP. SILT FENCE (TYP)SAWCUT TO CREATE NEWEDGE OF PAVEMENTEX-MHRIM=±12.88N=±6.73 (8")NE=±6.73 (8")SW=±6.65 (8")EX-MHRIM=±12.99E=±6.38 (8")S=±6.29 (8")EX-MHRIM=±13.15N=±7.83 (8")SW=±7.76 (8")EX-MHRIM=±15.71W=±9.87 (8")NE=±7.00 (8")S=±6.94 (8")W=±5.87 (8")EX-MHRIM=±16.26N=±8.37 (8")SW=±7.76 (8")EX-FHEX-FHEX-FHPROTECT BASINPROTECT BASINREMOVE BASINREMOVE STORMPROTECT BASINPROP. SILT FENCE (TYP)1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'0410204060SCALE: 1" = 20'NORTH
C1.1DEMOLITION & EROSIONCONTROL PLANNOTES:1.PROTECT ALL EXISTING AND PROPOSED INLETS WITHIN THELIMITS OF CONSTRUCTION DURING CONSTRUCTION.2.SWEEP ROADS AND CONSTRUCTION SITE PERIODICALLY TOREMOVE CONSTRUCTION DEBRIS AND SEDIMENT.3.STORM DRAINAGE TO BE SEDIMENT AND SILT FREE DURINGCONSTRUCTION AND AT FINAL SITE WALK THROUGH.4.ALL AREAS TO BE DEMOLISHED ARE TO BE REMOVED IN THEIRENTIRETY. BACKFILL WITH CLEAN, SUITABLE MATERIALAPPROPRIATE TO THE FUTURE APPLICATION AND INCOMPLIANCE WITH THE RESPECTIVE REQUIREMENTS5.EXISTING BASEROCK MAY NOT BE REUSED FOR PROPOSEDBASE COURSE UNLESS CERTIFIED BY THE GEOTECHNICALENGINEER THAT IT MEETS THE REQUIRED SPECIFICATIONS. ITMAY BE USED FOR SUBGRADE STABILIZATION.6.REFER TO LANDSCAPE PLANS FOR ALL RELOCATION/REMOVALOF LANDSCAPING AND TREES.7.REFER TO ELECTRICAL & LIGHTING PLANS FOR LIGHT REMOVAL& RELOCATION.8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TODETERMINE THE LOCATION, DEPTH AND CONDITION OF ALLEXISTING UNDERGROUND UTILITIES PRIOR TO SHOP DRAWINGSUBMITTAL AND/OR COMMENCEMENT OF CONSTRUCTION.PROVIDE WRITTEN CONFIRMATION/DIAGRAMS OF EXISTINGUTILITIES WITHIN THE LIMITS OF CONSTRUCTION ORANTICIPATED CONSTRUCTION (HORIZONTAL & VERTICALLOCATIONS, PIPE SIZES, ETC.)9.IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TOPROTECT AND SUPPORT THESE EXISTING UTILITIES ANDMAINTAIN CONTINUOUS SERVICE OF ALL UTILITIES DURING THEENTIRE COURSE OF CONSTRUCTION UNLESS OTHERWISECOORDINATED WITH AND APPROVED BY AFFECTED UTILITYPROVIDERS AND CUSTOMERS.10.CONTRACTOR IS ADVISED THAT THE EXISTING UTILITIES SHOWNARE BASED ON SURVEY AND ASBUILT DATA AVAILABLE AT TIMEOF DESIGN.1 10/28/25 SITE PLAN COMMENTS4 01/23/26 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
EXISTINGTENNISCOURT #3EXISTINGTENNISCOURT #2EXISTINGTENNISCOURT #1EXIST. BLDG TOBE REMOVEDEXIST. BLDG TOBE REMOVEDEX-CB-RIM=±13.53N=±8.64 (24")S=±5.77 (36")EX-SMH-RIM=±11.54N=UNKS=UNKNW=±4.27 (36")BOT=±3.05EX-CB-RIM=±14.00S=UNKE=UNKEX-CB-RIM=±11.90SW=±10.34 (15")EX-SMH-RIM=±11.36NE=±9.44 (15")S=±9.31 (15")EX-SMH-RIM=±11.68SW=±9.03 (15")N=±8.82 (15")SE=±8.17 (15")EX-SMH-RIM=±11.95N=±9.74 (15")EX-CB-RIM=±12.55N=±3.88 (42")EX-OUTFALL=±6.95 (15")EX-CB-RIM=±14.46W=±9.30 (18")S=±9.21 (15")EX-MHRIM=±15.28N=±8.84 (8")W=±8.82 (8")EX-FHPROTECT BASINPROTECT BASINPROTECT BASINPROTECT BASINPROTECT BASINPROTECT BASINPROTECT BASINREMOVE STMLEGENDEXISTING GRADESEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEEXISTING TO BE REMOVEDEXISTING TO BE REMOVEDPROPOSED SILT FENCE1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C1.2DEMOLITION & EROSIONCONTROL PLAN0410204060SCALE: 1" = 20'NORTHNOTES:1.PROTECT ALL EXISTING AND PROPOSED INLETS WITHIN THELIMITS OF CONSTRUCTION DURING CONSTRUCTION.2.SWEEP ROADS AND CONSTRUCTION SITE PERIODICALLY TOREMOVE CONSTRUCTION DEBRIS AND SEDIMENT.3.STORM DRAINAGE TO BE SEDIMENT AND SILT FREE DURINGCONSTRUCTION AND AT FINAL SITE WALK THROUGH.4.ALL AREAS TO BE DEMOLISHED ARE TO BE REMOVED IN THEIRENTIRETY. BACKFILL WITH CLEAN, SUITABLE MATERIALAPPROPRIATE TO THE FUTURE APPLICATION AND INCOMPLIANCE WITH THE RESPECTIVE REQUIREMENTS5.EXISTING BASEROCK MAY NOT BE REUSED FOR PROPOSEDBASE COURSE UNLESS CERTIFIED BY THE GEOTECHNICALENGINEER THAT IT MEETS THE REQUIRED SPECIFICATIONS. ITMAY BE USED FOR SUBGRADE STABILIZATION.6.REFER TO LANDSCAPE PLANS FOR ALL RELOCATION/REMOVALOF LANDSCAPING AND TREES.7.REFER TO ELECTRICAL & LIGHTING PLANS FOR LIGHT REMOVAL& RELOCATION.8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TODETERMINE THE LOCATION, DEPTH AND CONDITION OF ALLEXISTING UNDERGROUND UTILITIES PRIOR TO SHOP DRAWINGSUBMITTAL AND/OR COMMENCEMENT OF CONSTRUCTION.PROVIDE WRITTEN CONFIRMATION/DIAGRAMS OF EXISTINGUTILITIES WITHIN THE LIMITS OF CONSTRUCTION ORANTICIPATED CONSTRUCTION (HORIZONTAL & VERTICALLOCATIONS, PIPE SIZES, ETC.)9.IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TOPROTECT AND SUPPORT THESE EXISTING UTILITIES ANDMAINTAIN CONTINUOUS SERVICE OF ALL UTILITIES DURING THEENTIRE COURSE OF CONSTRUCTION UNLESS OTHERWISECOORDINATED WITH AND APPROVED BY AFFECTED UTILITYPROVIDERS AND CUSTOMERS.10.CONTRACTOR IS ADVISED THAT THE EXISTING UTILITIES SHOWNARE BASED ON SURVEY AND ASBUILT DATA AVAILABLE AT TIMEOF DESIGN.1 10/28/25 SITE PLAN COMMENTS4 01/23/26 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
90414.62concEXIST. 10' FPL U.E.EXIST. 10' FPL U.E.ORB 4426, PG 1604(TO BE ABANDONED)EXIST. BLDG TOBE REMOVEDEXIST. 10' FPL U.E.ORB 32604, PG1166(TO BE ABANDONED)EXIST. BLDG TOBE REMOVEDEX-MH-RIM=13.82SE=±9.42 (8")SW=±9.21 (8")N=±9.06 (8")EX-CB-RIM=±13.38W=±6.18 (15")NE=UNKEX-CB-RIM=±14.35NW=±10.71 (8")SW=±6.28 (18")E=±6.29 (18")EX-CB-RIM±14.53W=UNKEX-FHTO BE REMOVEDPROP. SILT FENCE (TYP)PROP. SILT FENCE (TYP)EXIST. 8" WM.TO BE GROUT FILLED AND ABANDONED.EXIST. 8" SANTO BE GROUT FILLED AND ABANDONEDREMOVE MANHOLEREMOVE BASINREMOVE BASINREMOVE BASINREMOVE STMREMOVE STMEXIST.MANHOLE TOBE REMOVEDLEGENDEXISTING GRADESEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEEXISTING TO BE REMOVEDEXISTING TO BE REMOVEDPROPOSED SILT FENCE1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C1.3DEMOLITION & EROSIONCONTROL PLAN0410204060SCALE: 1" = 20'NORTHNOTES:1.PROTECT ALL EXISTING AND PROPOSED INLETS WITHIN THELIMITS OF CONSTRUCTION DURING CONSTRUCTION.2.SWEEP ROADS AND CONSTRUCTION SITE PERIODICALLY TOREMOVE CONSTRUCTION DEBRIS AND SEDIMENT.3.STORM DRAINAGE TO BE SEDIMENT AND SILT FREE DURINGCONSTRUCTION AND AT FINAL SITE WALK THROUGH.4.ALL AREAS TO BE DEMOLISHED ARE TO BE REMOVED IN THEIRENTIRETY. BACKFILL WITH CLEAN, SUITABLE MATERIALAPPROPRIATE TO THE FUTURE APPLICATION AND INCOMPLIANCE WITH THE RESPECTIVE REQUIREMENTS5.EXISTING BASEROCK MAY NOT BE REUSED FOR PROPOSEDBASE COURSE UNLESS CERTIFIED BY THE GEOTECHNICALENGINEER THAT IT MEETS THE REQUIRED SPECIFICATIONS. ITMAY BE USED FOR SUBGRADE STABILIZATION.6.REFER TO LANDSCAPE PLANS FOR ALL RELOCATION/REMOVALOF LANDSCAPING AND TREES.7.REFER TO ELECTRICAL & LIGHTING PLANS FOR LIGHT REMOVAL& RELOCATION.8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TODETERMINE THE LOCATION, DEPTH AND CONDITION OF ALLEXISTING UNDERGROUND UTILITIES PRIOR TO SHOP DRAWINGSUBMITTAL AND/OR COMMENCEMENT OF CONSTRUCTION.PROVIDE WRITTEN CONFIRMATION/DIAGRAMS OF EXISTINGUTILITIES WITHIN THE LIMITS OF CONSTRUCTION ORANTICIPATED CONSTRUCTION (HORIZONTAL & VERTICALLOCATIONS, PIPE SIZES, ETC.)9.IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TOPROTECT AND SUPPORT THESE EXISTING UTILITIES ANDMAINTAIN CONTINUOUS SERVICE OF ALL UTILITIES DURING THEENTIRE COURSE OF CONSTRUCTION UNLESS OTHERWISECOORDINATED WITH AND APPROVED BY AFFECTED UTILITYPROVIDERS AND CUSTOMERS.10.CONTRACTOR IS ADVISED THAT THE EXISTING UTILITIES SHOWNARE BASED ON SURVEY AND ASBUILT DATA AVAILABLE AT TIMEOF DESIGN.1 10/28/25 SITE PLAN COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
EXISTINGTENNISCOURT #7EXISTINGTENNISCOURT #8EXISTINGTENNISCOURT #9EXISTINGTENNISCOURT #13EXISTINGTENNISCOURT #14EXISTINGTENNISCOURT #15EXISTINGTENNISCOURT #16EXISTINGTENNISCOURT #17EXISTINGTENNISCOURT #18EX-CB-RIM=±11.34N=±8.10 (24")E=±7.83 (24")EXIST. 8" WMTO BE GROUT FILLED AND ABANDONEDEX-MHRIM=±13.02E=±5.44 (8")W=±5.47 (8")EX-MHRIM=±12.75N=±5.69 (8")W=±5.37 (10")E=±5.34 (10")PLUG SOUTHERN VALVE. VIF.PLUG & REUSESOUTHERNINVERT.VIF.EXIST. 8" SANTO BE GROUT FILLED AND ABANDONEDLEGENDEXISTING GRADESEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEEXISTING TO BE REMOVEDEXISTING TO BE REMOVEDPROPOSED SILT FENCE1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C1.4DEMOLITION & EROSIONCONTROL PLAN0410204060SCALE: 1" = 20'NORTHNOTES:1.PROTECT ALL EXISTING AND PROPOSED INLETS WITHIN THELIMITS OF CONSTRUCTION DURING CONSTRUCTION.2.SWEEP ROADS AND CONSTRUCTION SITE PERIODICALLY TOREMOVE CONSTRUCTION DEBRIS AND SEDIMENT.3.STORM DRAINAGE TO BE SEDIMENT AND SILT FREE DURINGCONSTRUCTION AND AT FINAL SITE WALK THROUGH.4.ALL AREAS TO BE DEMOLISHED ARE TO BE REMOVED IN THEIRENTIRETY. BACKFILL WITH CLEAN, SUITABLE MATERIALAPPROPRIATE TO THE FUTURE APPLICATION AND INCOMPLIANCE WITH THE RESPECTIVE REQUIREMENTS5.EXISTING BASEROCK MAY NOT BE REUSED FOR PROPOSEDBASE COURSE UNLESS CERTIFIED BY THE GEOTECHNICALENGINEER THAT IT MEETS THE REQUIRED SPECIFICATIONS. ITMAY BE USED FOR SUBGRADE STABILIZATION.6.REFER TO LANDSCAPE PLANS FOR ALL RELOCATION/REMOVALOF LANDSCAPING AND TREES.7.REFER TO ELECTRICAL & LIGHTING PLANS FOR LIGHT REMOVAL& RELOCATION.8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TODETERMINE THE LOCATION, DEPTH AND CONDITION OF ALLEXISTING UNDERGROUND UTILITIES PRIOR TO SHOP DRAWINGSUBMITTAL AND/OR COMMENCEMENT OF CONSTRUCTION.PROVIDE WRITTEN CONFIRMATION/DIAGRAMS OF EXISTINGUTILITIES WITHIN THE LIMITS OF CONSTRUCTION ORANTICIPATED CONSTRUCTION (HORIZONTAL & VERTICALLOCATIONS, PIPE SIZES, ETC.)9.IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TOPROTECT AND SUPPORT THESE EXISTING UTILITIES ANDMAINTAIN CONTINUOUS SERVICE OF ALL UTILITIES DURING THEENTIRE COURSE OF CONSTRUCTION UNLESS OTHERWISECOORDINATED WITH AND APPROVED BY AFFECTED UTILITYPROVIDERS AND CUSTOMERS.10.CONTRACTOR IS ADVISED THAT THE EXISTING UTILITIES SHOWNARE BASED ON SURVEY AND ASBUILT DATA AVAILABLE AT TIMEOF DESIGN.1 10/28/25 SITE PLAN COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
CLUBHOUSE DRIVEEXISTINGTENNISCOURT #3EXISTINGTENNISCOURT #2EXISTINGTENNISCOURT #1EXISTINGTENNISCOURT #7EXISTINGTENNISCOURT #8EXISTINGTENNISCOURT #9EXISTINGTENNISCOURT #13EXISTINGTENNISCOURT #14EXISTINGTENNISCOURT #15EXISTINGTENNISCOURT #16EXISTINGTENNISCOURT #17EXISTINGTENNISCOURT #18PROPOSEDTENNISCOURT#1PROPOSEDTENNISCOURT#2PROPOSEDTENNISCOURT#3PROPOSEDTENNISCOURT#4PROPOSEDBUILDINGPROPOSEDBUILDINGPROPOSEDBUILDINGPROPOSEDPICKLEBALLCOURT#1PROPOSEDPICKLEBALLCOURT#2PROPOSEDPICKLEBALLCOURT#3PROPOSEDPICKLEBALLCOURT#4PROPOSED BOCCE
COURT#1
PROPOSED BOCCE
COURT#2
PROPOSED BOCCE
COURT#3
PROPOSED BOCCE
COURT#4CLUBHOUSE DRIVE120'60'60'60'120'10'10'5'6'10'10'10'75'5'5'5'5'20'12'PROPOSEDBUILDING4435104181010412'18.5'5'12'9.5'9.5'5'13'5'6'15'8'69'8'120'17'7'8'8'8'5'12'8'8'4'14'8'12'34'7'9'8'9.5'12'18.5'12'28'26'5'15'5'12'5'12'9.5'11'11'25'6'8'8'6'7'7'6'7'8'8'8'9'6'9'25'25'64'68.5'19'68.5'11'6'FTP-20-06FTP-22-06FTP-20-06FTP-22-06FTP-20-06FTP-22-06FTP-20-06FTP-22-06EXISTINGPICKLEBALLCOURT #1EXISTINGPICKLEBALLCOURT #2EXISTINGPICKLEBALLCOURT #3EXISTINGPICKLEBALLCOURT #4EXISTINGPICKLEBALLCOURT #5EXISTINGPICKLEBALLCOURT #6EXISTINGPICKLEBALLCOURT #7EXISTINGPICKLEBALLCOURT #8EXISTINGPICKLEBALLCOURT #9EXISTINGPICKLEBALLCOURT #10EXISTINGPICKLEBALLCOURT #11EXISTINGPICKLEBALLCOURT #1212'R5'R5'5'5'R6'R
4
'R4'R6'R33'R30'R33'R15'R39'R19'R20'9'10'4'15'8'R3
'5'R2'5'5'5'5'5'PROPOSEDTEE BOXPROP. 10' FPL UEPROP. 12' UE
PROP. 12' UE
PROP.10' FPL UEPROP. 12' UEPROP. 10' FPL UE PROP. 12' UEPROP. 10' FPL UEPROP. 12' UEPROP. 12' UEPROP. 12' UEPARCEL LINEPARCEL LINEPARCEL LINEPARCEL LINEPARCEL LINER114'R126'10'10'12'8'38'60'5'5'8'R12'R59'R22'5'5'5'R8
'R15'R8'R5'R5'PROPOSEDTEMPORARYTRAILERPROPOSEDTEMPORARYTRAILERR
6
'R16'R
3
0
'18.5'REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)18'R51'R50'R5'R1'R1'R45'R6'R3'R3
'
R
2
'R3'R3'R
3
'R52'R3'R3'36'5'64'17'6'10'5'10'8'8'5'5'5'5'
5'5'5'5'5'5'5'5'5'5'5'5'5'8'5'5'5'5'10'R
6
'12'6'15'6'6'11'410724718181618101010710107101212121212128'719162' STOP BAR & STOP SIGN2' STOP BAR & STOP SIGN37'11788R6'R6'R3'R3'R5
'R5'R5
'R5'R10'R5'R5'R3'R3'8'5'18'10'7'9'R2'R
2
'R2'R34'R1-1STOPR1-1STOP18.5'5'9.5'12'R4'R5'FTP-20-06FTP-22-06FTP-20-06FTP-22-06FTP-20-06FTP-22-06FTP-20-06FTP-22-06FTP-20-06FTP-22-0622'R3'R3'R3'R3'R2'R5'R3'R3'R3'R3'R3'R2'R3'R3'R3'R3'R3'R3'8'15'11'PROPOSED TYPE"D" CURB (TYP.)PROPOSED TYPE "D" CURB W/ 3 FTCURB TRANSITION TO FLUSHPROPOSED TYPE"D" CURB (TYP.)PROPOSED TYPE"D" CURB (TYP.)PROPOSED TYPE "D" CURB W/ 3 FTCURB TRANSITION TO FLUSH (TYP.)PROPOSED TYPE "D" CURB W/ 3 FTCURB TRANSITION TO FLUSH (TYP.)CONNECT PROPOSED DCURB TO EXISTING D CURBPROPOSED TYPE"D" CURB (TYP.)FTP-20-06FTP-22-06FTP-20-06FTP-22-06FTP-20-06FTP-22-06COORDINATE W/ INSPECTORS FORADA SIGN COMPLIANCE. REPLACESIGNS AS NEEDED (TYP.)COORDINATE W/ INSPECTORS FORADA SIGN COMPLIANCE. REPLACESIGNS AS NEEDED (TYP.)PROP. 10' FPL UE5'5'REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)PROPOSEDRAISEDSEATINGPROPOSEDRAISEDSEATINGLEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED MILL & RESURFACE1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C2.0SIGNING, STRIPING &GEOMETRIC KEY PLAN08204080120SCALE: 1" = 40'NORTHC2.1C2.2C2.3C2.41 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION3 12/16/25 BB UTILITY COMMENTS4 01/23/25 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
CLUBHOUSE DRIVEPROPOSEDTENNISCOURT#1PROPOSEDBUILDINGPROPOSEDPICKLEBALLCOURT#1PROPOSEDPICKLEBALLCOURT#2PROPOSEDPICKLEBALLCOURT#3PROPOSEDPICKLEBALLCOURT#4PROPOSED BOCCE
COURT#1
PROPOSED BOCCE
COURT#2
PROPOSED BOCCE
COURT#3
PROPOSED BOCCE
COURT#443 51041810120'17'7'8'8'8'5'34'7'9'8'9.5'12'18.5'12'28'26'5'15'5'12'5'12'9.5'25'6'8'8'6'7'7'6'7'8'8'8'9'6'9'25'25'64'68.5'19'68.5'11'FTP-20-06FTP-22-06FTP-20-06FTP-22-06EXISTINGPICKLEBALLCOURT #1EXISTINGPICKLEBALLCOURT #2EXISTINGPICKLEBALLCOURT #3EXISTINGPICKLEBALLCOURT #4EXISTINGPICKLEBALLCOURT #5EXISTINGPICKLEBALLCOURT #6EXISTINGPICKLEBALLCOURT #7EXISTINGPICKLEBALLCOURT #8EXISTINGPICKLEBALLCOURT #9EXISTINGPICKLEBALLCOURT #10EXISTINGPICKLEBALLCOURT #11EXISTINGPICKLEBALLCOURT #12PROP. 12' UEPROP. 12' UEPROP. 12' UEPARCEL LINEPROPOSEDTEMPORARYTRAILERPROPOSEDTEMPORARYTRAILER18.5'REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)18'5'64'17'6'10'5'10'6'11'41072471818161810101072' STOP BAR & STOP SIGN37'18'10'7'9'R1-1STOPFTP-20-06FTP-22-06R3'R
3
'
R
3
'R3'R
2
'R5'R3'R
3
'R3'R3'R
3
'8'15'11'PROPOSED TYPE"D" CURB (TYP.)PROPOSED TYPE "D" CURB W/ 3 FTCURB TRANSITION TO FLUSH (TYP.)PROPOSED TYPE "D" CURB W/ 3 FTCURB TRANSITION TO FLUSH (TYP.)CONNECT PROPOSED DCURB TO EXISTING D CURBFTP-20-06FTP-22-06FTP-20-06FTP-22-06FTP-20-06FTP-22-06COORDINATE W/ INSPECTORS FORADA SIGN COMPLIANCE. REPLACESIGNS AS NEEDED (TYP.)SEE SHEET C4.1 DETAIL9 FOR STRIPINGREMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)PROPOSEDRAISEDSEATINGPROPOSEDRAISEDSEATINGLEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED MILL & RESURFACE1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'0410204060SCALE: 1" = 20'NORTH
C2.1SIGNING, STRIPING &GEOMETRIC PLAN1 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION3 12/16/25 BB UTILITY COMMENTS4 01/23/25 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
EXISTINGTENNISCOURT #3EXISTINGTENNISCOURT #2EXISTINGTENNISCOURT #1PROPOSEDBUILDINGCLUBHOUSE DRIVE10'10'6'20'PROPOSEDBUILDING410412'18.5'5'12'9.5'9.5'5'13'5'6'15'8'69'8'11'11'FTP-20-06FTP-22-06FTP-20-06FTP-22-0612'R5
'R5'5'5'R6'R
4
'R4'R6'
R30'
PROP. 12' UE
PROP.10' FPL UEPROP. 12' UEPROP. 10' FPL UE PROP. 12' UEPROP. 10' FPL UEPARCEL LINE8'5'5'5'R
3
0
'REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)R6'R3'R3
'
R
2
'R3'R3'R
3
'R52'R
6
'12'6'15'6'10107101212121212128'719162' STOP BAR & STOP SIGN11788R2'R34'R1-1STOP18.5'5'9.5'12'FTP-20-06FTP-22-06FTP-20-06FTP-22-06FTP-20-06FTP-22-06FTP-20-06FTP-22-0622'R2
'R3'R3
'R3'R3'R
3
'PROPOSED TYPE "D" CURB W/ 3 FTCURB TRANSITION TO FLUSHPROPOSED TYPE"D" CURB (TYP.)PROPOSED TYPE"D" CURB (TYP.)PROPOSED TYPE"D" CURB (TYP.)COORDINATE W/ INSPECTORS FORADA SIGN COMPLIANCE. REPLACESIGNS AS NEEDED (TYP.)SEE SHEET C4.1 DETAIL9 FOR STRIPINGSEE SHEET C4.1 DETAIL9 FOR STRIPINGREMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)REMOVE & RESET WHEELSTOPS REPLACING ANYTHAT ARE DAMAGED ORBROKEN (TYP).RE-STRIPE TOPRE-CONSTRUCTIONCONDITION (TYP)LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED MILL & RESURFACE1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C2.2SIGNING, STRIPING &GEOMETRIC PLAN0410204060SCALE: 1" = 20'NORTH
1 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION3 12/16/25 BB UTILITY COMMENTS4 01/23/25 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
PROPOSEDTENNISCOURT#2PROPOSEDTENNISCOURT#3PROPOSEDTENNISCOURT#4PROPOSEDBUILDING120'60'60'60'120'CANOPYCANOPY 5'10'10'10'75'5'5'5'5'12'R33'R33'R15'R39'R19'R20'9'10'4'15'8'R3'5'R2'5'5'5'5'5'PROPOSEDTEE BOXPROP. 10' FPL UEPROP. 12' UE PARCEL LINER114'R126'10'10'12'8'38'60'5'5'R12'R59'R22'R8'R15'R8'R5'R5'
R6'R16'R51'R50'R5'R1'R1'R45'R3'R3'36'8'5'5'5'5'R6'R6'R3'R3'R5'R5'R5'R5'R10'R5'R5'R3'R3'8'R2'R2'R4'R5'R3'5'LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED MILL & RESURFACE1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C2.3SIGNING, STRIPING &GEOMETRIC PLAN0410204060SCALE: 1" = 20'NORTH
1 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION4 01/23/25 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
EXISTINGTENNISCOURT #7EXISTINGTENNISCOURT #8EXISTINGTENNISCOURT #9EXISTINGTENNISCOURT #13EXISTINGTENNISCOURT #14EXISTINGTENNISCOURT #15EXISTINGTENNISCOURT #16EXISTINGTENNISCOURT #17EXISTINGTENNISCOURT #1812'8'8'4'14'8'12'6'CANOPYPARCEL LINEPARCEL LINE8'8'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'10'5'PROP. 10' FPL UE5'LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED MILL & RESURFACE1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C2.4SIGNING, STRIPING &GEOMETRIC PLAN0410204060SCALE: 1" = 20'NORTH
1 10/28/25 SITE PLAN COMMENTS4 01/23/25 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
25'DRIVE AISLEEXIST. 23' DRIVE AISLEEXIST. 20' DRIVE AISLE
10' DRI
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L
ER200'R200'R200'R200'R200'R200'PROP. FH#1PROP. FH#2PROP. FH#3PROP. 6" DCDAEXIST. 12" WMEXIST. FHEXIST. FHEXIST. FHEXIST. FHPROP. FDC#1PROPOSEDBUILDINGPROPOSEDBUILDINGPROPOSEDBUILDINGCLUBHOUSE DRIVECLUBHOUSE DRIVEEXISTINGTENNISCOURT #3EXISTINGTENNISCOURT #2EXISTINGTENNISCOURT #1EXISTINGTENNISCOURT #7EXISTINGTENNISCOURT #8EXISTINGTENNISCOURT #9EXISTINGTENNISCOURT #13EXISTINGTENNISCOURT #14EXISTINGTENNISCOURT #15EXISTINGTENNISCOURT #16EXISTINGTENNISCOURT #17EXISTINGTENNISCOURT #18PROPOSEDTENNISCOURT#1PROPOSEDTENNISCOURT#2PROPOSEDTENNISCOURT#3PROPOSEDTENNISCOURT#4PROPOSEDPICKLEBALLCOURT#1PROPOSEDPICKLEBALLCOURT#2PROPOSEDPICKLEBALLCOURT#3PROPOSEDPICKLEBALLCOURT#4PROPOSED BOCCE
COURT#1
PROPOSED BOCCE
COURT#2
PROPOSED BOCCE
COURT#3
PROPOSED BOCCE
COURT#4 EXISTINGPICKLEBALLCOURT#1EXISTINGPICKLEBALLCOURT#2EXISTINGPICKLEBALLCOURT#3EXISTINGPICKLEBALLCOURT#4EXISTINGPICKLEBALLCOURT#5EXISTINGPICKLEBALLCOURT#6EXISTINGPICKLEBALLCOURT#7EXISTINGPICKLEBALLCOURT#8EXISTINGPICKLEBALLCOURT#9EXISTINGPICKLEBALLCOURT#10EXISTINGPICKLEBALLCOURT#11EXISTINGPICKLEBALLCOURT#12PROPOSEDTEMPORARYTRAILERPROPOSEDTEMPORARYTRAILER1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C2.5FIRE ACCESS PLAN08204080120SCALE: 1" = 40'NORTH
1 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION4 01/23/25 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
CLUBHOUSE DRIVEEXISTINGTENNISCOURT #3EXISTINGTENNISCOURT #2EXISTINGTENNISCOURT #1EXISTINGTENNISCOURT #7EXISTINGTENNISCOURT #8EXISTINGTENNISCOURT #9EXISTINGTENNISCOURT #13EXISTINGTENNISCOURT #14EXISTINGTENNISCOURT #15EXISTINGTENNISCOURT #16EXISTINGTENNISCOURT #17EXISTINGTENNISCOURT #18PROPOSEDTENNISCOURT#1PROPOSEDTENNISCOURT#2PROPOSEDTENNISCOURT#3PROPOSEDTENNISCOURT#4PROPOSEDBUILDINGFFE=14.85PROPOSEDBUILDINGFFE=15.00PROPOSEDBUILDINGFFE=16.35PROPOSEDPICKLEBALLCOURT#1PROPOSEDPICKLEBALLCOURT#2PROPOSEDPICKLEBALLCOURT#3PROPOSEDPICKLEBALLCOURT#4PROPOSED BOCCE
COURT#1
PROPOSED BOCCE
COURT#2
PROPOSED BOCCE
COURT#3
PROPOSED BOCCE
COURT#4 PROPOSEDRAISEDSEATINGPROPOSEDRAISEDSEATINGCLUBHOUSE DRIVEPROPOSEDTENNISCOURT#1EXISTINGPICKLEBALLCOURT #1EXISTINGPICKLEBALLCOURT #2EXISTINGPICKLEBALLCOURT #3EXISTINGPICKLEBALLCOURT #4EXISTINGPICKLEBALLCOURT #5EXISTINGPICKLEBALLCOURT #6EXISTINGPICKLEBALLCOURT #7EXISTINGPICKLEBALLCOURT #8EXISTINGPICKLEBALLCOURT #9EXISTINGPICKLEBALLCOURT #10EXISTINGPICKLEBALLCOURT #11EXISTINGPICKLEBALLCOURT #12PROPOSEDTEMPORARYTRAILERPROPOSEDTEMPORARYTRAILERTEE BOXPROPOSEDBUILDINGFFE=16.35EX-CBRIM=±13.67E=±5.75 (24")W=±5.96 (24")W=5.96 (24")S=±5.60 (24")EX-SMHRIM=±11.54NW=±4.27 (36")BOT=±3.05EX-CBRIM=±13.13N=±8.64 (24")SE=±5.77 (36")W=±5.96 (24")EX-CBRIM=±14.46W=±9.30 (18")S=±9.21 (15")E=9.70 (24")EX-CBRIM=±12.77N=±4.20 (42")OUTFALLINV=±6.93EX-SMHRIM=±11.95N=±9.74 (15")EX-SMHRIM=±11.68N=±8.82 (15")SE=±8.17 (15")SW=±9.03 (15")EX-SMHRIM=±11.36NE=±9.44 (15")S=±9.31 (15")EX-CBRIM=±11.90SW=±10.34 (15")PROP. CB-303RIM=13.80S=9.80 (18")PROP. CB-201RIM=15.10NE=10.00 (12")E=9.50 (24")W=9.00 (18")EX-CBRIM=±13.25N=±9.35 (15")SW=±9.18 (15")PROP. YD-206RIM=15.90W=10.15 (8")N=10.15 (8")SE=10.15 (12")PROP. BRICKSLOTTRENCH DRAINPROP. BRICKSLOTTRENCH DRAINPROP. BRICKSLOTTRENCH DRAINPROP. YD-101RIM=15.60S=14.50 (6")W=9.40 (12")E=9.40 (12")PROP. YD-105RIM=14.22N=12.00 (12")PROP. CB-205RIM=14.30W=11.30 (8")N=10.50 (18")S=10.30 (24")PROP. CB-204RIM=14.10SW=10.00 (24")N=10.00 (24")EX-CBRIM=±12.57E=±8.39 (15")EX-CBRIM=±12.34W=8.22 (15")EX-CBRIM=±11.90E=±9.86 (12")W=±9.86 (12")EX-CBRIM=±11.27N=±8.91 (24")S=±8.00 (24")EX-CBRIM=±11.05N=±7.80 (24")E=±7.57 (24")W=±11.41 (8")E=±11.29 (8")EX-CBRIM=±10.56SE=±6.05 (36")W=±6.45 (18")NW=±7.05 (24")N=±7.05 (28")EX-CBRIM=±14.51N=±8.80 (24")W=±9.07 (24")E=9.00 (18")EX-CBRIM=±14.37S=±8.53 (18")18" STM @ 1% MIN.12" STM @ 1% MIN.12" STM @ 1% MIN.12" STM @ 1% MIN.12" STM @ 1% MIN.6" STM @ 1% MIN.24" STM @ 0.30% MIN.24" STM @0.30% MIN.24" STM @ 0.30% MIN.PROP. CS-101RIM=15.20WEIR=12.75N=9.00 (18")W=9.00 (18")E=9.00 (12")PROP. CB-101RIM=15.17S=9.0080LF 18" STM w/ 60LF 10'x5'EXFILTRATION TRENCH105LF 24" STM w/ 60LF 10'x5'EXFILTRATION TRENCH60LF 18" STM w/ 35LF 10'x5'EXFILTRATION TRENCHPROP. CS-201RIM=15.25WEIR=12.75N=10.00 (12")W=9.70 (24")E=9.00 (24")PROP. CS-301RIM=14.15WEIR=12.75N=9.00 (18")W=9.00 (24")E=9.00 (24")PROP. YD-301RIM=14.45E=10.60 (8")PROP. YD-302RIM=14.45SE=10.25 (8")E=10.25 (8")PROP. YD-303RIM=14.45W=10.90 (8")PROP. CB-302RIM=14.20W=10.00 (8")NE=10.00 (8")W=9.30 (24")N=9.30 (18")PROP. CB-301RIM=14.67S=9.00PROP. BRICKSLOTTRENCH DRAINPROP. BRICKSLOTTRENCH DRAINREMOVE CBREMOVE CBREMOVE CB8" STM @ 1% MIN.24" STM @ 0.3% MIN.8" STM @ 1% MIN.24" STMPROP. YD-209RIM=16.10E=12.75 (4")N=10.50 (12")S=10.50 (12")12" STM @ 1% MIN.PROP. YD-210RIM=16.10E=12.75 (4")N=10.90 (12")S=10.90 (12")12"x4" WYEPROVIDE FITTINGSTO CONNECT TOBUILDING (TYP)PROP. YD-208RIM=16.10N=12.75 (4")E=10.90 (12"))12"x4" WYE12"x4" WYEPROVIDE FITTINGSTO CONNECT TOBUILDING (TYP)PROP. YD-211RIM=16.10E=12.75 (4")S=11.50 (12")PROP. CB-202RIM=14.50N=9.80 (24")W=9.80 (24")8"x4" WYEPROP. YD-207RIM=16.20W=13.00 (4")S=11.15 (8")12" STM @ 1% MIN.PROP. YD-102RIM=15.53S=14.50 (6")W=10.30 (12")E=10.30 (12")PROP. YD-103RIM=14.65W=11.20 (12")SE=11.20 (12")PROP. YD-104RIM=14.54NW=11.30 (12")S=11.30 (12")PROP. YD-105RIM=14.50N=11.60 (12")S=11.60 (12")PROP. YD-204RIM=15.80W=12.80 (6")S=12.80 (6")8"x4" WYEPROP. YD-205RIM=16.17S=13.50 (4")E=13.50 (6")6"x4" WYEPROP. YD-203RIM=15.80W=12.80 (4")N=12.20 (6")E=12.20 (8")6"x4" WYE6"x4" WYEPROP. CB-206RIM=14.10E=11.10 (12")S=10.60 (18")PROP. YD-201RIM=13.75N=12.20 (3")S=12.20 (3")E=11.45(10")W=11.45 (12")12" STM @0.50% MIN.PROP. CB-203RIM=14.10W=11.00 (3")S=9.90 (24")E=9.90 (24")PROP. YD-202RIM=13.75N=12.80 (3")S=12.80 (3")W=11.80 (10")10" STM @0.50% MIN.3" STM @ 1% MIN. (TYP)PROVIDE FITTINGSTO CONNECT TOHYDROCOURT (TYP)EX-CBRIM=±13.24W=±6.35 (24")E=±5.99 (24")EX-CBRIM=±13.83W=±6.07 (24")E=±6.49 (24")N=±10.64 (10")EX-CBRIM=±13.69W=±6.08 (24")NE=±5.69 (24")SE=±5.90 (42")EX-CBRIM=±14.42W=±8.69 (24")E=±8.61 (24")S=±8.12 (24")EX-CBRIM=±14.42W=±8.60 (24")E=±8.61 (24")EX-CBRIM=±14.72W=±8.19 (24")E=±8.29 (24")S=±14.75 (8")E=±14.70 (4")EX-CBRIM=±12.82N=±8.24 (24")S=±8.21 (24")EX-CBRIM=±12.61E=±10.54 (12")EX-CBRIM=±UNKW=±UNKE=UNKEX-CBRIM=±14.65E=±9.74 (24")LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED STM w/ STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATER SERVICEEXISTING GRADESPROPOSED GRADESEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEPROPOSED MILL & RESURFACE0.001400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C3.0PAVING, GRADING &DRAINAGE KEY PLANLEVELS OF SERVICE PER SFWMD PERMIT NO. 50-00636-S (BASIN 2):1.ROADWAYS. THE PAVEMENT AREAS WILL BE AT OR ABOVE THE PERMITTEDSTAGE OF 11.46 NAVD '88.2.FLOORS. THE BUILDING FLOORS WILL BE AT OR ABOVE THE PERMITTED STAGEOF 14.46 NAVD '88.NOTES:1.CONTRACTOR IS ADVISED THAT THE EXISTING UTILITIES SHOWN ARE BASEDON SURVEY AND ASBUILT DATA AVAILABLE AT TIME OF DESIGN.2.FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO SHOP DRAWINGSUBMITTAL AND/OR COMMENCEMENT OF CONSTRUCTION.3.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THELOCATION, DEPTH AND CONDITION OF ALL EXISTING UNDERGROUND UTILITIESWITHIN THE LIMITS OF CONSTRUCTION PRIOR TO SHOP DRAWING SUBMITTALAND/OR COMMENCEMENT OF CONSTRUCTION.4.IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANDSUPPORT THESE EXISTING UTILITIES AND MAINTAIN CONTINUOUS SERVICE OFALL UTILITIES DURING THE ENTIRE COURSE OF CONSTRUCTION UNLESSOTHERWISE COORDINATED WITH AND APPROVED BY AFFECTED UTILITYPROVIDERS AND CUSTOMERS.5.CONTRACTOR TO POTHOLE & LOCATE ALL EXISTING UTILITIES PRIOR TOSUBMITTAL OF SHOP DRAWINGS AND/OR COMMENCEMENT OFCONSTRUCTION. PROVIDE WRITTEN CONFIRMATION/DIAGRAMS OF ALLUTILITIES WITHIN THE LIMITS OF CONSTRUCTION OR ANTICIPATEDCONSTRUCTION (HORIZONTAL & VERTICAL LOCATIONS, PIPE SIZES, ETC.)5.REFER TO LANDSCAPE PLAN FOR TREE DISPOSITION.6.REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.08204080120SCALE: 1" = 40'NORTHC3.1C3.2C3.3C3.41 10/28/25 SITE PLAN COMMENTS4 01/23/25 COORDINATION & COMMENTS5 02/04/26 DESIGN REVISIONST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
10' H : 1" VMAX10' H : 1" VMAXHANDICAP STALL & AISLE NOT TOEXCEED 2% ANY DIRECTION (TYP)WALKWAY NOT TO EXCEED5% LONGITUDINAL AND 2%CROSS SLOPE (TYP)WALKWAY NOT TO EXCEED5% LONGITUDINAL AND 2%CROSS SLOPE (TYP)WALKWAY NOT TO EXCEED5% LONGITUDINAL AND 2%CROSS SLOPE (TYP)30' H : 1" VMAXRETAINING WALLREQUIREDTWO 6" STEPSTWO 5" STEPSTWO 6" STEPS1.90%2.35%1.65%0
.
6
6%1.89%
1.69%2.84%1.
1
6
%
1.
1
6
%2.93%1.70%1.65%1.82%1.23%6.32%1
.
4
5%2.32%TWO 6" STEPSTWO 6" STEPSRETAINING WALLREQUIREDCLUBHOUSE DRIVEPROPOSEDTENNISCOURT#1PROPOSEDBUILDINGFFE=16.35PROPOSEDPICKLEBALLCOURT#1PROPOSEDPICKLEBALLCOURT#2PROPOSEDPICKLEBALLCOURT#3PROPOSEDPICKLEBALLCOURT#4PROPOSED BOCCE
COURT#1
PROPOSED BOCCE
COURT#2
PROPOSED BOCCE
COURT#3
PROPOSED BOCCE
COURT#4 PROPOSEDRAISEDSEATINGPROPOSEDRAISEDSEATINGEXISTINGPICKLEBALLCOURT #1EXISTINGPICKLEBALLCOURT #2EXISTINGPICKLEBALLCOURT #3EXISTINGPICKLEBALLCOURT #4EXISTINGPICKLEBALLCOURT #5EXISTINGPICKLEBALLCOURT #6EXISTINGPICKLEBALLCOURT #7EXISTINGPICKLEBALLCOURT #8EXISTINGPICKLEBALLCOURT #9EXISTINGPICKLEBALLCOURT #10EXISTINGPICKLEBALLCOURT #11EXISTINGPICKLEBALLCOURT #12PROPOSEDTEMPORARYTRAILERPROPOSEDTEMPORARYTRAILER16.3514.2514.0514.1014.1014.1016.2514.2514.0516.0516.3516.05±15.75±15.7616.1016.1516.1516.3516.3516.10±15.79±15.78±15.77±15.79±15.7916.05±15.70±15.7016.0016.00±15.78±15.64±15.60±15.59±15.86±15.8916.1516.15±15.86±15.84±15.67±15.63±15.33±15.72±15.30±15.5516.1016.1016.1016.05±15.71±15.64±15.5816.0016.3516.3516.0016.1016.3516.2016.15±15.44±15.41±15.3416.3516.3516.1716.1716.0516.0516.1316.0516.0016.0516.1015.5215.7515.9515.9815.5915.5515.40±15.22±15.20±15.2015.5715.5815.6015.6115.6015.5515.5816.0515.9015.9015.3715.3715.5215.5315.5315.5015.3715.5515.8015.8015.7315.5215.3715.1615.0014.8014.6516.3515.8015.7315.5215.3715.1615.0014.8014.6514.4214.9014.7514.9015.1015.2515.4615.6015.8015.8514.6515.9014.90±14.62±14.72±14.75±14.79±14.54±14.89±14.52±14.21±14.02±13.64±13.83±14.40±14.37±14.35±14.24±14.34±14.5115.6215.5615.5915.5415.51±13.8616.19±14.95±15.21±15.39±14.97PROP. BRICKSLOTTRENCH DRAINPROP. BRICKSLOTTRENCH DRAINPROP. YD-101RIM=15.60S=14.50 (6")W=9.40 (12")E=9.40 (12")EX-CBRIM=±12.57E=±8.39 (15")EX-CBRIM=±12.34W=8.22 (15")EX-CBRIM=±11.90E=±9.86 (12")W=±9.86 (12")EX-CBRIM=±14.51N=±8.80 (24")W=±9.07 (24")E=9.00 (18")EX-CBRIM=±14.37S=±8.53 (18")12" STM @ 1% MIN.6" STM @ 1% MIN.PROP. CS-101RIM=15.20WEIR=12.75N=9.00 (18")W=9.00 (18")E=9.00 (12")PROP. CB-101RIM=15.17S=9.0080LF 18" STM w/ 60LF 10'x5'EXFILTRATION TRENCHPROP. BRICKSLOTTRENCH DRAINPROP. YD-210RIM=16.10E=12.75 (4")N=10.90 (12")S=10.90 (12")12"x4" WYE12"x4" WYEPROVIDE FITTINGSTO CONNECT TOBUILDING (TYP)PROP. YD-211RIM=16.10E=12.75 (4")S=11.50 (12")PROP. YD-207RIM=16.20W=13.00 (4")S=11.15 (8")12" STM @ 1% MIN.PROP. YD-102RIM=15.53S=14.50 (6")W=10.30 (12")E=10.30 (12")PROP. YD-204RIM=15.80W=12.80 (6")S=12.80 (6")8"x4" WYE15.81PROP. YD-205RIM=16.17S=13.50 (4")E=13.50 (6")6"x4" WYEPROP. YD-203RIM=15.80W=12.80 (4")N=12.20 (6")E=12.20 (8")1.80%6"x4" WYE6"x4" WYEEX-CBRIM=±14.42W=±8.69 (24")E=±8.61 (24")S=±8.12 (24")EX-CBRIM=±14.42W=±8.60 (24")E=±8.61 (24")EX-CBRIM=±14.72W=±8.19 (24")E=±8.29 (24")S=±14.75 (8")E=±14.70 (4")REPAIR / REFIT BASINAS REQUIREDEX-CBRIM=±12.61E=±10.54 (12")LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED STM w/ STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATER SERVICEEXISTING GRADESPROPOSED GRADESEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEPROPOSED MILL & RESURFACE0.001400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'0410204060SCALE: 1" = 20'NORTH
C3.1PAVING, GRADING &DRAINAGE PLANLEVELS OF SERVICE PER SFWMD PERMIT NO. 50-00636-S (BASIN 2):1.ROADWAYS. THE PAVEMENT AREAS WILL BE AT OR ABOVE THE PERMITTEDSTAGE OF 11.46 NAVD '88.2.FLOORS. THE BUILDING FLOORS WILL BE AT OR ABOVE THE PERMITTED STAGEOF 14.46 NAVD '88.NOTES:1.CONTRACTOR IS ADVISED THAT THE EXISTING UTILITIES SHOWN ARE BASEDON SURVEY AND ASBUILT DATA AVAILABLE AT TIME OF DESIGN.2.FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO SHOP DRAWINGSUBMITTAL AND/OR COMMENCEMENT OF CONSTRUCTION.3.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THELOCATION, DEPTH AND CONDITION OF ALL EXISTING UNDERGROUND UTILITIESWITHIN THE LIMITS OF CONSTRUCTION PRIOR TO SHOP DRAWING SUBMITTALAND/OR COMMENCEMENT OF CONSTRUCTION.4.IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANDSUPPORT THESE EXISTING UTILITIES AND MAINTAIN CONTINUOUS SERVICE OFALL UTILITIES DURING THE ENTIRE COURSE OF CONSTRUCTION UNLESSOTHERWISE COORDINATED WITH AND APPROVED BY AFFECTED UTILITYPROVIDERS AND CUSTOMERS.5.CONTRACTOR TO POTHOLE & LOCATE ALL EXISTING UTILITIES PRIOR TOSUBMITTAL OF SHOP DRAWINGS AND/OR COMMENCEMENT OFCONSTRUCTION. PROVIDE WRITTEN CONFIRMATION/DIAGRAMS OF ALLUTILITIES WITHIN THE LIMITS OF CONSTRUCTION OR ANTICIPATEDCONSTRUCTION (HORIZONTAL & VERTICAL LOCATIONS, PIPE SIZES, ETC.)5.REFER TO LANDSCAPE PLAN FOR TREE DISPOSITION.6.REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.1 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION4 01/23/25 COORDINATION & COMMENTS5 02/04/26 DESIGN REVISIONST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
30' H : 1" VMAXREGRADE& RESOD4H:1V MAXHANDICAP STALL & AISLE NOT TOEXCEED 2% ANY DIRECTION (TYP)WALKWAY NOT TO EXCEED5% LONGITUDINAL AND 2%CROSS SLOPE (TYP)1.10%1.20%3.62%1.31%2.51%1.66%1.29%1.66%REPAIR / REFIT BASINAS REQUIREDEXISTINGTENNISCOURT #3EXISTINGTENNISCOURT #2EXISTINGTENNISCOURT #1PROPOSEDBUILDINGFFE=14.85CLUBHOUSE DRIVEPROPOSEDTENNISCOURT#1±14.09±14.3614.7014.8514.8514.7514.2414.6014.8014.9014.7014.8514.8514.7014.7514.7514.70±14.8114.80±14.88±14.78±14.78±14.83±14.75±14.70±14.72±14.68±14.65±14.61±15.05±15.10±15.12±15.07±15.10±15.16±15.10±15.08±15.15±15.0914.2514.0514.0514.1014.1014.1014.0515.4515.4515.4515.4515.4515.4016.3516.3516.2516.2515.3715.3215.3015.3516.0516.0916.2216.3515.1014.7014.7015.2515.3015.2015.2515.1515.20±15.4715.65±15.3415.6515.7015.7015.6515.6515.7015.6015.6515.7515.7015.6015.5515.7016.1516.1016.35±15.5516.3516.10±15.6516.1515.90±15.6715.9515.65CORE & REPAIR /REFIT BASIN ASREQUIREDPROPOSEDBUILDINGFFE=16.3514.5015.89EX-CBRIM=±13.67E=±5.75 (24")W=±5.96 (24")W=5.96 (24")S=±5.60 (24")EX-SMHRIM=±11.54NW=±4.27 (36")BOT=±3.05EX-CBRIM=±13.13N=±8.64 (24")SE=±5.77 (36")W=±5.96 (24")EX-CBRIM=±14.46W=±9.30 (18")S=±9.21 (15")E=9.70 (24")EX-CBRIM=±12.77N=±4.20 (42")OUTFALLINV=±6.93EX-SMHRIM=±11.95N=±9.74 (15")EX-SMHRIM=±11.68N=±8.82 (15")SE=±8.17 (15")SW=±9.03 (15")EX-SMHRIM=±11.36NE=±9.44 (15")S=±9.31 (15")EX-CBRIM=±11.90SW=±10.34 (15")PROP. CB-201RIM=15.10NE=10.00 (12")E=9.50 (24")W=9.00 (18")EX-CBRIM=±13.25N=±9.35 (15")SW=±9.18 (15")PROP. YD-206RIM=15.90W=10.15 (8")N=10.15 (8")SE=10.15 (12")PROP. BRICKSLOTTRENCH DRAIN24" STM @ 0.30% MIN.24" STM @0.30% MIN.105LF 24" STM w/ 60LF 10'x5'EXFILTRATION TRENCHPROP. CS-201RIM=15.25WEIR=12.75N=10.00 (12")W=9.70 (24")E=9.00 (24")24" STMPROP. YD-209RIM=16.10E=12.75 (4")N=10.50 (12")S=10.50 (12")12" STM @ 1% MIN.12"x4" WYEPROVIDE FITTINGSTO CONNECT TOBUILDING (TYP)PROP. YD-208RIM=16.10N=12.75 (4")E=10.90 (12"))PROP. CB-202RIM=14.50N=9.80 (24")W=9.80 (24")8"x4" WYEPROP. CB-203RIM=14.10W=11.00 (3")S=9.90 (24")E=9.90 (24")EX-CBRIM=±13.24W=±6.35 (24")E=±5.99 (24")EX-CBRIM=±13.83W=±6.07 (24")E=±6.49 (24")N=±10.64 (10")EX-CBRIM=±13.69W=±6.08 (24")NE=±5.69 (24")SE=±5.90 (42")EX-CBRIM=±UNKW=±UNKE=UNKEX-CBRIM=±14.65E=±9.74 (24")LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED STM w/ STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATER SERVICEEXISTING GRADESPROPOSED GRADESEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEPROPOSED MILL & RESURFACE0.001400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C3.2PAVING, GRADING &DRAINAGE PLAN0410204060SCALE: 1" = 20'NORTHLEVELS OF SERVICE PER SFWMD PERMIT NO. 50-00636-S (BASIN 2):1.ROADWAYS. THE PAVEMENT AREAS WILL BE AT OR ABOVE THE PERMITTEDSTAGE OF 11.46 NAVD '88.2.FLOORS. THE BUILDING FLOORS WILL BE AT OR ABOVE THE PERMITTED STAGEOF 14.46 NAVD '88.NOTES:1.CONTRACTOR IS ADVISED THAT THE EXISTING UTILITIES SHOWN ARE BASEDON SURVEY AND ASBUILT DATA AVAILABLE AT TIME OF DESIGN.2.FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO SHOP DRAWINGSUBMITTAL AND/OR COMMENCEMENT OF CONSTRUCTION.3.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THELOCATION, DEPTH AND CONDITION OF ALL EXISTING UNDERGROUND UTILITIESWITHIN THE LIMITS OF CONSTRUCTION PRIOR TO SHOP DRAWING SUBMITTALAND/OR COMMENCEMENT OF CONSTRUCTION.4.IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANDSUPPORT THESE EXISTING UTILITIES AND MAINTAIN CONTINUOUS SERVICE OFALL UTILITIES DURING THE ENTIRE COURSE OF CONSTRUCTION UNLESSOTHERWISE COORDINATED WITH AND APPROVED BY AFFECTED UTILITYPROVIDERS AND CUSTOMERS.5.CONTRACTOR TO POTHOLE & LOCATE ALL EXISTING UTILITIES PRIOR TOSUBMITTAL OF SHOP DRAWINGS AND/OR COMMENCEMENT OFCONSTRUCTION. PROVIDE WRITTEN CONFIRMATION/DIAGRAMS OF ALLUTILITIES WITHIN THE LIMITS OF CONSTRUCTION OR ANTICIPATEDCONSTRUCTION (HORIZONTAL & VERTICAL LOCATIONS, PIPE SIZES, ETC.)5.REFER TO LANDSCAPE PLAN FOR TREE DISPOSITION.6.REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.1 10/28/25 SITE PLAN COMMENTS4 01/23/25 COORDINATION & COMMENTS5 02/04/26 DESIGN REVISIONS6 02/13/26 SITE PLAN COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
90414.62conc30' H : 1" VMAX30' H : 1" VMAX
REGRADE& RESOD4H:1V MAXREGRADE& RESOD4H:1V MAXREGRADE& RESOD4H:1V MAXASSUMED PROP. PATHWAYCONNECTS TO EXISTING PATH.MATCH EXIST. GRADES. VIF.SWALE@0.30%MIN.2.43%1.87%1.91%1.77%2.07%1.18%4.58%4.44%5.68%7.34%1.66%1.78%
1.77%
0.36%
2.51%0.63%0.55%1.05%0.43%2.07%2.60%0.64%PROPOSEDTENNISCOURT#2PROPOSEDTENNISCOURT#3PROPOSEDTENNISCOURT#4PROPOSEDBUILDINGFFE=15.00TEE BOX14.1514.2014.25±17.05±17.1016.9516.9016.5016.4516.4516.6014.2014.2514.5414.5714.5414.5714.5414.5414.5714.5414.5414.5714.5014.5514.6014.5514.8714.9014.9014.8714.9014.9014.8714.9014.9014.87±16.10±16.1014.9515.1514.9515.1514.2014.4014.4514.5014.3914.6014.6214.8014.8514.8714.8714.8614.8314.8014.9514.9014.9014.9515.0015.0014.8014.8714.4514.45±13.77±13.8813.8013.8514.7014.6014.7314.9314.7114.8015.00±14.95±14.50±14.45±14.30±14.24±14.19±14.12±14.20±14.14±14.11±14.1013.9213.9513.9514.0014.0814.0314.0514.1014.1514.1514.2014.2014.1514.2014.2014.2514.1714.2213.9013.8513.8014.4514.4014.4014.4514.8814.9014.9014.9514.9014.8514.1514.1514.1214.1214.1014.1214.3014.3514.1014.3514.4014.7014.7514.5014.5514.4514.4014.8014.7514.67PROP. CB-303RIM=13.80S=9.80 (18")PROP. CB-204RIM=14.10SW=10.00 (24")N=10.00 (24")60LF 18" STM w/ 35LF 10'x5'EXFILTRATION TRENCHPROP. CS-301RIM=14.15WEIR=12.75N=9.00 (18")W=9.00 (24")E=9.00 (24")PROP. YD-301RIM=14.45E=10.60 (8")PROP. YD-302RIM=14.45SE=10.25 (8")E=10.25 (8")PROP. YD-303RIM=14.45W=10.90 (8")PROP. CB-302RIM=14.20W=10.00 (8")NE=10.00 (8")W=9.30 (24")N=9.30 (18")PROP. CB-301RIM=14.67S=9.00REMOVE CBREMOVE CBREMOVE CB8" STM @ 1% MIN.24" STM @ 0.3% MIN.8" STM @ 1% MIN.LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED STM w/ STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATER SERVICEEXISTING GRADESPROPOSED GRADESEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEPROPOSED MILL & RESURFACE0.001400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'0410204060SCALE: 1" = 20'NORTH
C3.3PAVING, GRADING &DRAINAGE PLANLEVELS OF SERVICE PER SFWMD PERMIT NO. 50-00636-S (BASIN 2):1.ROADWAYS. THE PAVEMENT AREAS WILL BE AT OR ABOVE THE PERMITTEDSTAGE OF 11.46 NAVD '88.2.FLOORS. THE BUILDING FLOORS WILL BE AT OR ABOVE THE PERMITTED STAGEOF 14.46 NAVD '88.NOTES:1.CONTRACTOR IS ADVISED THAT THE EXISTING UTILITIES SHOWN ARE BASEDON SURVEY AND ASBUILT DATA AVAILABLE AT TIME OF DESIGN.2.FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO SHOP DRAWINGSUBMITTAL AND/OR COMMENCEMENT OF CONSTRUCTION.3.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THELOCATION, DEPTH AND CONDITION OF ALL EXISTING UNDERGROUND UTILITIESWITHIN THE LIMITS OF CONSTRUCTION PRIOR TO SHOP DRAWING SUBMITTALAND/OR COMMENCEMENT OF CONSTRUCTION.4.IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANDSUPPORT THESE EXISTING UTILITIES AND MAINTAIN CONTINUOUS SERVICE OFALL UTILITIES DURING THE ENTIRE COURSE OF CONSTRUCTION UNLESSOTHERWISE COORDINATED WITH AND APPROVED BY AFFECTED UTILITYPROVIDERS AND CUSTOMERS.5.CONTRACTOR TO POTHOLE & LOCATE ALL EXISTING UTILITIES PRIOR TOSUBMITTAL OF SHOP DRAWINGS AND/OR COMMENCEMENT OFCONSTRUCTION. PROVIDE WRITTEN CONFIRMATION/DIAGRAMS OF ALLUTILITIES WITHIN THE LIMITS OF CONSTRUCTION OR ANTICIPATEDCONSTRUCTION (HORIZONTAL & VERTICAL LOCATIONS, PIPE SIZES, ETC.)5.REFER TO LANDSCAPE PLAN FOR TREE DISPOSITION.6.REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.1 10/28/25 SITE PLAN COMMENTS4 01/23/25 COORDINATION & COMMENTS5 02/04/26 DESIGN REVISIONST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
WALKWAY NOT TO EXCEED5% LONGITUDINAL AND 2%CROSS SLOPE (TYP)WALKWAY NOT TO EXCEED5% LONGITUDINAL AND 2%CROSS SLOPE (TYP)WALKWAY NOT TO EXCEED5% LONGITUDINAL AND 2%CROSS SLOPE (TYP)WALKWAY NOT TO EXCEED5% LONGITUDINAL AND 2%CROSS SLOPE (TYP)EXISTINGTENNISCOURT #7EXISTINGTENNISCOURT #8EXISTINGTENNISCOURT #9EXISTINGTENNISCOURT #13EXISTINGTENNISCOURT #14EXISTINGTENNISCOURT #15EXISTINGTENNISCOURT #16EXISTINGTENNISCOURT #17EXISTINGTENNISCOURT #18±13.99±13.88±13.86±13.91±13.74±13.81±13.81±13.82±13.82±13.9714.1014.1014.10±14.22±14.2514.1514.1014.6514.4214.3014.3514.3514.3514.2014.2514.2514.3014.1014.2214.22±13.87±13.94±14.14±14.62±14.39±14.48±14.50±14.51±14.46±14.44±14.42±14.22±14.16±13.78±13.73±13.75±13.76±13.78±13.83±13.82±13.8114.1014.1013.7813.7814.2214.2014.2514.2514.1514.1514.1014.05±14.46±14.20±14.17±14.08±14.15±14.13±14.14±14.17±14.18±14.16±14.10±14.0614.3414.2514.6014.5414.3314.2814.5314.50±14.4114.2214.55±13.90±13.87±13.85±13.81±13.85±13.83±13.79±13.80±13.80PROP. YD-105RIM=14.22N=12.00 (12")PROP. CB-205RIM=14.30W=11.30 (8")N=10.50 (18")S=10.30 (24")EX-CBRIM=±11.27N=±8.91 (24")S=±8.00 (24")EX-CBRIM=±11.05N=±7.80 (24")E=±7.57 (24")W=±11.41 (8")E=±11.29 (8")EX-CBRIM=±10.56SE=±6.05 (36")W=±6.45 (18")NW=±7.05 (24")N=±7.05 (28")18" STM @ 1% MIN.12" STM @ 1% MIN.12" STM @ 1% MIN.12" STM @ 1% MIN.24" STM @ 0.30% MIN.PROP. BRICKSLOTTRENCH DRAINPROP. YD-103RIM=14.65W=11.20 (12")SE=11.20 (12")PROP. YD-104RIM=14.54NW=11.30 (12")S=11.30 (12")PROP. YD-105RIM=14.50N=11.60 (12")S=11.60 (12")PROP. CB-206RIM=14.10E=11.10 (12")S=10.60 (18")PROP. YD-201RIM=13.75N=12.20 (3")S=12.20 (3")E=11.45(10")W=11.45 (12")12" STM @0.50% MIN.PROP. YD-202RIM=13.75N=12.80 (3")S=12.80 (3")W=11.80 (10")10" STM @0.50% MIN.3" STM @ 1% MIN. (TYP)PROVIDE FITTINGSTO CONNECT TOHYDROCOURT (TYP)EX-CBRIM=±12.82N=±8.24 (24")S=±8.21 (24")LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED STM w/ STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATER SERVICEEXISTING GRADESPROPOSED GRADESEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEPROPOSED MILL & RESURFACE0.001400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'0410204060SCALE: 1" = 20'NORTH
C3.4PAVING, GRADING &DRAINAGE PLANLEVELS OF SERVICE PER SFWMD PERMIT NO. 50-00636-S (BASIN 2):1.ROADWAYS. THE PAVEMENT AREAS WILL BE AT OR ABOVE THE PERMITTEDSTAGE OF 11.46 NAVD '88.2.FLOORS. THE BUILDING FLOORS WILL BE AT OR ABOVE THE PERMITTED STAGEOF 14.46 NAVD '88.NOTES:1.CONTRACTOR IS ADVISED THAT THE EXISTING UTILITIES SHOWN ARE BASEDON SURVEY AND ASBUILT DATA AVAILABLE AT TIME OF DESIGN.2.FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO SHOP DRAWINGSUBMITTAL AND/OR COMMENCEMENT OF CONSTRUCTION.3.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THELOCATION, DEPTH AND CONDITION OF ALL EXISTING UNDERGROUND UTILITIESWITHIN THE LIMITS OF CONSTRUCTION PRIOR TO SHOP DRAWING SUBMITTALAND/OR COMMENCEMENT OF CONSTRUCTION.4.IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANDSUPPORT THESE EXISTING UTILITIES AND MAINTAIN CONTINUOUS SERVICE OFALL UTILITIES DURING THE ENTIRE COURSE OF CONSTRUCTION UNLESSOTHERWISE COORDINATED WITH AND APPROVED BY AFFECTED UTILITYPROVIDERS AND CUSTOMERS.5.CONTRACTOR TO POTHOLE & LOCATE ALL EXISTING UTILITIES PRIOR TOSUBMITTAL OF SHOP DRAWINGS AND/OR COMMENCEMENT OFCONSTRUCTION. PROVIDE WRITTEN CONFIRMATION/DIAGRAMS OF ALLUTILITIES WITHIN THE LIMITS OF CONSTRUCTION OR ANTICIPATEDCONSTRUCTION (HORIZONTAL & VERTICAL LOCATIONS, PIPE SIZES, ETC.)5.REFER TO LANDSCAPE PLAN FOR TREE DISPOSITION.6.REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.1 10/28/25 SITE PLAN COMMENTS4 01/23/25 COORDINATION & COMMENTS5 02/04/26 DESIGN REVISIONST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONTYPICAL INLET & EXFILTRATION TRENCH DETAIL05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISION· · · · · · · · TYPICAL STORMWATER INLET GRATEDETAIL FOR ALL AREAS05/24MANHOLE FRAME AND COVER05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONC4.1PAVING, GRADING &DRAINAGE DETAILSTYPICAL FILTER FABRIC FENCEDETAILN.T.S.NOTES1.MESH TO BE BENT, LAID FLAT ON BOTTOM OF TRENCH AND BACKFILLED.2.POSTS TO BE DRIVEN A MINIMUM OF TWO (2) FEET INTO THE GROUND.3.SILT FENCE TO BE PLACED ALL AROUND CLEARING PERIMETERS.10' - 0" O.C.36"4"4"FLOWFLOW1WRAP EXISTING & PROPOSED INLETGRATES WITH FILTER FABRIC DURINGCONSTRUCTION.NOTES:1.PROTECT ALL EXISTING AND PROPOSED INLETS DURING CONSTRUCTION.2.SWEEP ROADS AND CONSTRUCTION SITE PERIODICALLY TO REMOVE CONSTRUCTION DEBRIS AND SEDIMENT.3.STORM DRAINAGE TO BE SEDIMENT AND SILT FREE DURING CONSTRUCTION AND AT FINAL SITE WALK THROUGH.INLET PROTECTIONDETAILN.T.S.2DETAILTYPEWEARING SURFACEBASESUB-GRADEON-SITE PAVING & CONCRETE SPECIFICATIONS8" THICK, BASEROCKCOMPACTED IN TWO EQUALLIFTS TO 98% MAXIMUM DRYDENSITY A.A.S.H.T.O. T-18012" THICK, COMPACTED TO 98% MAXIMUMDRY DENSITY A.A.S.H.T.O. T-180AN ADDITIONAL 5.5" OF BASEROCK MAY BEUSED IN LIEU OF STABILIZATION.2" THICK, TYPE S-III A.C.S.C.OR SP 9.5 - TWO LIFTS(FIRST LIFT TO BE 1" AND2ND LIFT TO BE 1")ASPHALTCONCRETE1.SIDEWALKS - 4" THICK CONCRETE (3,000 PSI) w/ 6" COMPACTED BASE (98% AASHTO T-180)2.SITE CONCRETE - 6" THICK (4,000 PSI) w/12" COMPACTED BASE (98% AASHTO T-180)3.SIDEWALKS TO BE BROOM FINISHED WITH EVEN, DUSTLESS SURFACE.4.SIDEWALK CONTROL JOINTS TO BE SPACED 5' ON CENTER.5.SITE CONCRETE CONTROL JOINTS PER ACI (30 TIMES THICKNESS MAX SPACING & EQUIDISTANT).6.EXPANSION JOINTS REQUIRED EVERY 50 FEET (MAX), AT EACH CHANGE OF DIRECTION, AND WHENCONCRETE ABUTS BUILDINGS, WALLS, STRUCTURES.7.CONTRACTOR TO PROVIDE JOINTING PLAN PRIOR TO PLACEMENT.3PAVING SPECIFICATIONSN.T.S.TYPICAL PAVEMENT MATCH SECTIONN.T.S.NOTE:REFER TO PAVEMENT SECTIONS FOR MATERIAL THICKNESSDETAIL12"12"LIMITS OF PAVEMENTSHOWN ON PLANSEXIST. PAVEMENTTO REMAINPROPOSEDBASEPROPOSEDSUBGRADEEXIST. BASEEXIST.SUBGRADEEXISTING PAVEMENTWHERE PROPOSED PAVEMENT MEETSEXISTING PAVEMENT, REMOVE ASPHALTICCONCRETE SURFACE COURSE OFLEVELING COURSE, SAWCUT NEAT TRIMEDGE AND TACK COAT JUST PRIOR TOINSTALLATION OF NEW SURFACE COURSE.PROPOSED PAVEMENT4TYPICAL TYPE "D" CURBDETAILN.T.S.6"6"8"6"18"PAVEMENTBASESUB-GRADE2" R(PER FDOT INDEX 520-001)5TYPICAL HEADER CURBDETAILN.T.S.6"12"PAVEMENT1/4"BASESUB-GRADE8" or 12"REFER TO PLAN3,000 P.S.I.CONCRETE3"3"No. 4 BAR PLACEDON PAVEMENT SIDE61400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'1 10/28/25 SITE PLAN COMMENTSN/AN/A1" THICK, TYPE S-III A.C.S.C.OR SP 9.5 - ONE LIFTMILL &RESURFACE4 01/23/25 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
C4.2PAVING, GRADING &DRAINAGE DETAILSTYPICAL CONCRETE SIDEWALKN.T.S.EXPANSION JOINTSIDEWALK PLAN VIEWDETAILCONTRACTION JOINTSIDEWALK CROSS SECTIONEXPANSION JOINTWIDTH PER PLANTOOLED EDGES - 1/8" R (TYP)PER PLAN 50' MAX BETWEEN EXPANSION JOINTS(PER FDOT INDEX 522-001)SAME ASWIDTHDUMMY GROOVECONTRACTION JOINT(TYP)NOTE:PROVIDE EXPANSION JOINTS WHERE SIDEWALK ABUTSSTRUCTURES OR OTHER SIDEWALKS. EXPANSIONJOINTS REQUIRED EVERY 50 LF.1/8"1/4" OF THICKNESS1/2" NOTES:1.4" THICK CONCRETE (3,000 PSI) ON 12" THICK COMPACTED SUBGRADE(98% AASHTO T-180). SIDEWALKS SHALL BE 6" THICK AT DRIVEWAYS &TRAFFIC AREAS.2.SIDEWALKS TO BE BROOM FINISHED WITH EVEN, DUSTLESS SURFACE.CONTROL JOINTS TO BE SPACED EQUALLY ON CENTER PER ACI 330.JOINTS TO BE CUT WITHIN 4 TO 12 HOURS OF PLACEMENT. JOINTS TOBE NO FURTHER APART THAN 30 TIMES SLAB THICKNESS.3.EXPANSION JOINTS REQUIRED EVERY 50 FEET (MAX), AT EACH CHANGEOF DIRECTION, AND WHEN SIDEWALK ABUTS BUILDING.718.5'WHITE1.33'1.33'1.33'1.33'9.5'12'5'12'1.33'4" WHITE STRIPE(TYP)4" BLUE STRIPE4" WHITE STRIPE4" WHITE STRIPE45°, 4' O.C.HANDICAP SIGN (FTP-20-06) &$250 FINE SIGN (FTP-22-06)TYPICAL ALL HANDICAP STALLS4" BLUE STRIPE4" WHITE STRIPE4" BLUESTRIPE4" BLUESTRIPE4" WHITESTRIPENOTE: MAXIMUM 2.0% SLOPE IN ANY DIRECTION SCALE: 1" = 10'DETAIL8TYPICAL HC STRIPINGN.T.S.CONCRETE WHEEL STOP DETAILDETAILN.T.S.1'1'6'2"2"LONGREINFOR.PLAN VIEWPROFILE VIEW(ENLARGED)3"7"1"
6"#5 BAR34" DIA.HOLE2" - #4 BARS, 18" LONGCOUNTERSUNK AND GROUTED3,000 PSICONCRETE91400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'1 10/28/25 SITE PLAN COMMENTS4 01/23/25 COORDINATION & COMMENTSDETAILHOSE BIBN.T.S.10T. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
C4.3PAVING, GRADING &DRAINAGE DETAILS1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'1 10/28/25 SITE PLAN COMMENTSDOUBLE 3' - 0" WIDE, 6' HIGH GATEDETAIL3 1/2" O.D. POST (TYP)6' HIGH FENCE, SEE FENCE DETAIL(OR EQUIVALENT OBSCURITY & LOCKS,COORDINATE w/ OWNER)WALL MOUNTEDELECTRIC / PANEL RACKWET WELLVALVE BOX2' (MIN.)CONCRETE PADLIFT STATION ENCLOSUREN.T.S.8'15'1" USC APPROVED RPZ (SEE PLANFOR LOCATION & CONNECTION)11NOTES:1.ALL CHAIN LINK FENCE WALLS TO BE STRUNG THROUGH STRETCHER BARS AND ATTACHED TO END POST WITH CLIP.2.ALL CHAIN LINK FENCE ALONG PIPE FRAME TO BE WIRE TIED.3.ALL WELD POINTS SHALL BE CLEANED AND PAINTED WITH POWDERED ZINC PRIMER.4.CAP TOPS OF UPRIGHTS TO BE DRIVE-ON TYPE.5.ALL CHAINLINK MESH TO BE KNUCKLED DOWN TOP AND BOTTOM.6.RAILS, POSTS AND HARDWARE TO BE BLACK POWDER COATED METAL (NO PVC VINYL).FABRIC TIE AND HOG RING NOTES:1.FABRIC TIES AND HOG RINGS SHALL BE PVC COATED #9 GALVANIZED STEEL WIRE.2.TIES SHALL BE USED TO ATTACH FABRIC TO ALL HORIZONTAL RAILS AT 24" CENTERS, MAXIMUM, AND TO LINE POSTS AT 14" CENTER MAXIMUM.3.WRAP THE TIE AROUND THE POST OR RAIL AND ATTACH TO A FABRIC WIRE PICKET ON EACH SIDE OF THE POST OR RAIL BY TWISTING THE TIE WIRE AROUND THE WIRE FABRIC PICKET TWO FULL TURNS. CUT OFF EXCESS WIRE AND BEND OVER TO PREVENT INJURY.4.SECURE THE FABRIC TO THE TENSION WIRE BY CRIMPING HOG RINGS AROUND A FABRIC WIRE PICKET AND TENSION WIRE.GATE NOTES:1.ALL GATES SHALL MEET ASTM F900 STANDARDS OR GREATER. GALVANIZED MATERIALS SHALL BE USED FOR ALL GALVANIZED AND ALUMINIZED FABRIC APPLICATIONS. POWDER COATED GALVANIZED MATERIALS SHALL BE USED FOR ALL VINYL (PVC) FABRICAPPLICATIONS AND MATCHED TO FABRIC COLOR.2.GATEPOSTS SHALL BE STEEL PIPE.3.GATE FRAMES SHALL INCLUDE MIDDLE RAIL AND BE CONSTRUCTED FROM SCHEDULE 40 STEEL. INTERNAL BRACING SHALL BE 1 5/8" OD (2.27 LB/FT) STEEL PIPE. POST PLATES SHALL BE CONSTRUCTED FROM SCHEDULE 40 STEEL. GATE FABRIC SHALL BE THE SAMEAS SPECIFIED FOR THE FENCE. GATE HINGES SHALL BE INDUSTRIAL TYPE THAT ALLOW GATE TO SWING 180 DEGREES.4.LATCHES SHALL BE MALLEABLE IRON OR PRESSED STEEL AND SHALL PROVIDE A MEANS OF READILY LOCKING WITH A PADLOCK. FOR DOUBLE SWING GATES, THE LATCH SHALL BE OF THE DROP BAR TYPE SECURELY BOLTED TO GATE FRAME AND SHALL ENGAGE AGALVANIZED HEAVY MALLEABLE IRON GATE STOP ANCHORED IN CONCRETE FOOTING.5.FABRIC SHALL MATCH GAUGE, MESH SIZE, AND COLOR OF FENCE THE GATE IS BEING INSTALLED ON. FABRIC SELVAGE SHALL BE KNUCKLED ON BOTH TOP AND BOTTOM. INSTALL FABRIC TO THE FRAMEWORK MAINTAINING A GROUND CLEARANCE OF NO MORETHAN 2". ATTACH FABRIC TO THE TERMINAL POST BY THREADING THE TENSION BAR THROUGH THE FABRIC; SECURE THE TENSION BAR TO THE TERMINAL POST WITH TENSION BANDS AND 5/6" CARRIAGE BOLTS SPACED NO GREATER THAN 12" ON CENTER.6' - 0"3"3 1/2" O.D.CORNER POST1 5/8" O.D.TOP RAILCROSS RAILW/ TENSIONWIRE AT ALLENDS.2 7/8" O.D.LINE POSTFENCE STARTERON ALL ENDS1 5/8" O.D. BOTTOM RAIL - SHALLBE 1" MAX. ABOVE FINISH GRADEEND PANELNOTE:PROVIDE SIGNED AND SEALED CHAIN LINKFENCE FOUNDATION DESIGNS BY A FLORIDAREGISTERED ENGINEER FOR COMPLIANCEWITH PBC 2020 7TH EDITION HIGH VELOCITYWIND LOADS. REFER TO GEOTECHNICALREPORT - SEE SPECIFICATIONS.9GA. BLACK VINYL COATED GALV. FENCEFABRIC W/ TURNED DOWN BARBS - 9GA.IS EXCLUSIVE OF VINYL COATING6' CHAIN LINK FENCE TYPICAL END PANELN.T.S.1 5/8" O.D.3/16" x 3/4" GALVANIZEDSTEEL TENSION BARw/ BRACKETSALL FABRIC SHALL BE BLACK VINYLCOATED GALVANIZED METAL10' - 0" MAX.6" BELOW GRADE
2" MIN.14" MIN. DIAMETER & 36" MIN.DEPTH CONCRETEFOUNDATION FOR END POSTS.6' - 0"2 7/8" O.D. LINE POST1 5/8" O.D. BOTTOM RAIL - SHALLBE 1" MAX. ABOVE FINISH GRADE1 5/8" O.D. TOP RAILINTERIOR PANEL9GA. BLACK VINYL COATED GALV. FENCEFABRIC W/ TURNED DOWN BARBS - 9GA.IS EXCLUSIVE OF VINYL COATING6' CHAIN LINK FENCE TYPICAL INTERIOR PANELN.T.S.ALL FABRIC SHALL BE BLACK VINYLCOATED GALVANIZED METAL10' - 0" MAX.6" BELOW GRADE
2" MIN.10" MIN. DIAMETER & 36" MIN.DEPTH CONCRETEFOUNDATION FOR LINE POSTSTOP AND BOTTOM FABRIC KNUCKLE DETAILN.T.S.DETAILTYPICAL 6' CHAIN LINK FENCE DETAILS (OR EQUIVALENT - COORDINATE w/ OWNER)HEAVY DUTY HINGES -PER MANUFACTURERSRECOMMENDATIONCONC. CENTER STOPFOOTING TYP. W/SELF DRAININGCENTER STOP9GA. BLACK VINYL COATED GALV.FENCE FABRIC W/ TURNED DOWNBARBS - 9GA. IS EXCLUSIVE OF VINYLCOATING3 1/2" O.D. GATEPOST3 1/2"6' - 0"3 1/2" O.D. GATEPOSTLATCHING PINWITH SLEEVE6'-0"LOCABLE FORKLATCH18" MIN. DIAMETER & 36" MIN.DEPTH FOR END POSTS.6" BELOW GRADE
2" MIN.6' CHAIN LINK FENCE TYPICAL GATEN.T.S.N.T.S.124 01/23/25 COORDINATION & COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
CANOPY
CANOPY
CANOPYPROP. FH#1PROP. FDC#1PROP. FH#2PROP. FH#3PROP. 6" DCDAEXIST. 8" WMEXIST. 12" WM12"x8" TAPPING SLEAVE8" GV#16"x2.5" DOUBLE STRAPSADDLE & CORP. STOPPROP. 2" METER & 2.5"USC APPROVED RPZSP#1PROP-MH-01RIM=13.10E/W=±6.45 (8")S=6.60 (8")PROP. 8" WTR(C-900)PROP-MH-02RIM=15.64N=7.65 (8")S=7.75 (8")PROVIDE FITTINGS TOCONNECT TO BUILDING (TYP)GREASE TRAP SPEC. BY MEP. PROVIDE CONCRETE TOPPER ASREQUIRED BY MANUFACTURER.CONTRACTOR TO PROVIDEJOINTING PLAN PRIOR TOPAVEMENT PLACEMENTPROVIDE FITTINGS TOCONNECT TO BUILDING (TYP)SP#36" FIRE (PRIVATE)EXIST. FH TO BE REMOVED8"x6" WYECOCOCOPROVIDE FITTINGS TOCONNECT TO BUILDING (TYP)COINV=10.60SP#6VALVE IN BOXEXIST. 18" IRR TO BE REMAIN1"-45° BENDS8"x6" WYECOINV=9.90COPROVIDE FITTINGS TOCONNECT TO BUILDING (TYP)SP#112" VALVE IN BOXEXIST. METER TO BE REMOVEDEXIST RPZ TO BE REMOVEDPROP. 8" SAN @ 0.43% MIN.EX-SAN-MH-01RIM=±12.75N=±5.69 (8")W=±5.37 (10")E=±5.34 (10")S=UNKEX-SAN-MH-02RIM=±13.82N=±9.06 (8")SW=±9.21 (8")SE=±9.42 (8")EX-SAN-MH-03RIM=±13.35N=±6.73 (8")E=±6.73 (8")S=±6.65 (8")CONTRACTOR TO VERIFY INVERTS AND NOTIFY EORIMMEDIATELY IN WRITING IF DIFFERENT THAN ESTIMATED.EXIST. FHPROP-MH-03RIM=14.10N=9.10 (8")XING; FG=±15.33BOP = 11.67 6" WMTOP = 8.16 8" SAN8"-45° BEND(S)6"GV#78"x6" TEE & 6"GV#168"x6" REDUCERPROP. 12' U.E.PROP. 12' U.E.PROP. 8" SAN @ 0.43% MIN.CORE INVERT OF 2" FM (PRIVATE) 6"ABOVE HIGHEST INVERT. INV=±6.19 (2").RELINE / RECOAT w/ CITY APPROVEDMANHOLE LINER (OR EQUIVALENT).GROUT FILL EXIST. SAN MAINGROUT FILL EXIST. SAN MAINREMOVE EXIST. MANHOLEPLUG EXIST. SOUTHERN VALVE ORLINE STOP AND INSERT A VALVE. VIF.GROUT FILL EXIST. WATER MAINGROUT FILL EXIST. WATER MAINGROUT FILL EXIST. WATER MAINPROP. 2" METER & 2"USC APPROVED RPZ(IRRIGATION METER)8"x2" DOUBLE STRAPSADDLE & CORP. STOP8"x6" TEE8"x6" TEE6" DIPPROP. 8" WTR(C-900)8"-45° BEND12"x8" TAPPING SLEAVE8" GV#13SP#48" GV#28" GV#48" GV#158" GV#178" GV#12PROP. 6" WTR(DIP)PROP. 8" WTR(DIP)8"x8" TEE8" GV#98" GV#88" GV#108" GV#11CONTRACTOR TO VERIFY LOCATION,SIZE & DEPTH OF EXISTING WATER MAINPROP. 8" WTR(C-900)PROP. 8" WTR(C-900)PROP. 8" WTR(C-900)PROP. 8" WTR(C-900)COINV=9.656" GV#56" GV#62.5" WTR SVC INCASINGEXIST. 12" WMPROP. LS (PRIVATE)RIM=15.00E=12.00 (6")2" FM (HDPE DR11)(PRIVATE)2" FM (HDPE DR11)(PRIVATE)2" FM (HDPE DR11)(PRIVATE)BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)RIM=±13.02E=±5.44 (8")W=±5.47 (8")REPAIR PAVEMENTAS REQUIRED TOACCESS MANHOLEPROP. 8" SAN @ 0.43% MIN.8" GV#14SP#5XING; FG=±15.05BOP = 9.00 18" STMTOP = 7.82 8" SANEXIST. FHEXIST. FHEXIST. FHXING; FG=±15.10BOP = 11.33 8" WMTOP = ±10.71 24" STMXING; FG=±12.90BOP = 9.20 8" WMTOP = ±7.25 8" SANXING; FG=±15.30BOP = 11.50 8" WMTOP = ±10.80 18" STMXING; FG=±13.80BOP = 10.00 8" WMTOP = ±8.16 24" STMXING; FG=±13.80BOP = 10.00 8" WMTOP = ±8.26 36" STMXING; FG=±13.80BOP = 10.00 8" WMTOP = ±8.00 36" STMXING; FG=±13.80BOP = 10.00 8" WMTOP = ±4.83 24" STMEXIST. 18" IRR TO BE REMAIN8"x2" DOUBLE STRAPSADDLE & CORP. STOP8" GV#3PROP. 3/4" METER & 3/4"USC APPROVED RPZ(TEMPORARY)SP#26" SAN @ 1% MIN.6" SAN @ 1% MIN.6" SAN @ 1% MIN.8"x6" WYE(PLUG AFTERTRAILER REMOVAL)COPROVIDE FITTINGS TOCONNECT TO HYDROCOURTPROVIDE FITTINGS TOCONNECT TO HYDROCOURTPROVIDE FITTINGS TOCONNECT TO HYDROCOURTPROVIDE FITTINGS TOCONNECT TO HYDROCOURT2"-90° TEE2"-90° BEND2"-TEE2"-TEE2"-90° BEND2"-TEE1" CROSSHOSE BIBHOSE BIB1"-90° BENDIRR WELL(SEE OTHER DISCIPLINE)BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)PROVIDE FITTINGS TOCONNECT TO HYDROCOURT2"-90° BEND2"-TEEPROVIDE FITTINGS TOCONNECT TO HYDROCOURT2"-GV#I12"-GV#I22"-GV#I32"-GV#I42"-GV#I52"-GV#I62"-GV#I72"-GV#I82"-GV#I92"-GV#I10BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)2"-CROSS2"-90° BEND2"-90° BEND2"-TEE2"-TEEBEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)REPAIR PAVEMENT AS REQUIREDTO INSTALL FM & IRR (TYP)6"x4"-TEE2.5"-90° BEND2.5" VALVE IN BOX2.5"-TEE2.5"x2" RED.2.5"-TEE2.5"x2" RED.HOSE BIBHOSE BIB2"-90° BENDHOSE BIB2"-TEEHOSE BIB2"-TEE2"-TEEHOSE BIB2" VALVE IN BOX2"-TEEHOSE BIB2"-90° BEND2"-TEE2"-90° BENDSP#17SP#18SP#192"-TEE2"-TEE2"-90° BENDSP#15SP#162"-TEEHOSE BIB2"-TEE2"-TEEHOSE BIB2" VALVE(S) IN BOX2"-CROSSHOSE BIB2"-TEESP#142"-TEE2"-TEE2"-TEEHOSE BIB2"-TEE2" VALVE IN BOX2"-TEE2"-90° BENDSP#7SP#8SP#12SP#132"-90° BEND2"-TEE2"-90° BENDSP#9SP#102"-TEEHOSE BIB2"-TEE2" VALVE IN BOX2"-TEE2"-90° BEND2"-90° BEND2"x3/8"-TEE3/8" USC APPROVED RPZHOSE BIB2"-90° BENDHOSE BIB2"-TEEHOSE BIBCLUBHOUSE DRIVEEXISTINGTENNISCOURT #3EXISTINGTENNISCOURT #2EXISTINGTENNISCOURT #1EXISTINGTENNISCOURT #7EXISTINGTENNISCOURT #8EXISTINGTENNISCOURT #9EXISTINGTENNISCOURT #13EXISTINGTENNISCOURT #14EXISTINGTENNISCOURT #15EXISTINGTENNISCOURT #16EXISTINGTENNISCOURT #17EXISTINGTENNISCOURT #18PROPOSEDTENNISCOURT#2PROPOSEDTENNISCOURT#3PROPOSEDTENNISCOURT#4PROPOSEDBUILDINGFFE=14.85PROPOSEDBUILDINGFFE=15.00PROPOSEDBUILDINGFFE=16.35PROPOSEDPICKLEBALLCOURT#1PROPOSEDPICKLEBALLCOURT#2PROPOSEDPICKLEBALLCOURT#3PROPOSEDPICKLEBALLCOURT#4PROPOSED BOCCE
COURT#1
PROPOSED BOCCE
COURT#2
PROPOSED BOCCE
COURT#3
PROPOSED BOCCE
COURT#4CLUBHOUSE DRIVEPROPOSEDBUILDINGFFE=16.35PROPOSEDTENNISCOURT#1EXISTINGPICKLEBALLCOURT #1EXISTINGPICKLEBALLCOURT #2EXISTINGPICKLEBALLCOURT #3EXISTINGPICKLEBALLCOURT #4EXISTINGPICKLEBALLCOURT #5EXISTINGPICKLEBALLCOURT #6EXISTINGPICKLEBALLCOURT #7EXISTINGPICKLEBALLCOURT #8EXISTINGPICKLEBALLCOURT #9EXISTINGPICKLEBALLCOURT #10EXISTINGPICKLEBALLCOURT #11EXISTINGPICKLEBALLCOURT #12PROPOSEDTEMPORARYTRAILERPROPOSEDTEMPORARYTRAILERPROP. 12' U.E.PROP. 12' U.E.PROVIDE FITTINGS TOCONNECT TO BUILDING (TYP)PROP. FDC#24" FIRE (PRIVATE)REPAIR PAVEMENT ASREQUIRED FOR INSTALL (TYP)REPAIR PAVEMENT ASREQUIRED FOR INSTALL (TYP)REPAIR PAVEMENT ASREQUIRED FOR INSTALL (TYP)REPAIR PAVEMENT ASREQUIRED FOR INSTALL (TYP)REPAIR PAVEMENT ASREQUIRED FOR INSTALL (TYP)XING; FG=±15.34BOP=9.70 24" STMTOP = 9.19 8" SANLEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED STM w/ STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATER SERVICEEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEPROPOSED MILL & RESURFACEPROPOSED IRREXISTING IRR1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C5.0POTABLE WATER &SANITARY SEWER KEYPLAN08204080120SCALE: 1" = 40'NORTHC5.1C5.2C5.3C5.41 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION3 12/16/25 BB UTILITY COMMENTS4 01/23/25 COORDINATION & COMMENTS6 02/13/26 SITE PLAN COMMENTSBOYNTON BEACH UTILITIES NOTES:1.THE SANITARY SEWER SYSTEM FROM MH-01 TO MH-03, INCLUSIVE OFALL PIPE SEGMENTS AND STRUCTURES, SHALL BE DEDICATED TO THECITY OF BOYNTON BEACH FOR OWNERSHIP AND MAINTENANCE.2.THE PROPOSED LIFT STATION AND FORCE MAIN ARE PRIVATEFACILITIES AND SHALL BE OWNED, OPERATED, AND MAINTAINED BYTHE OWNER. THE CITY OF BOYNTON BEACH SHALL NOT BERESPONSIBLE FOR THE MAINTENANCE, REPAIR, OR EMERGENCYSERVICES OF THESE PRIVATE WASTEWATER ASSETS.T. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
PROP. FH#1PROP. FDC#1PROP. 6" DCDAEXIST. 12" WM12"x8" TAPPING SLEAVE8" GV#16"x2.5" DOUBLE STRAPSADDLE & CORP. STOPPROP. 2" METER & 2.5"USC APPROVED RPZSP#1PROP-MH-01RIM=13.10E/W=±6.45 (8")S=6.60 (8")PROP. 8" WTR(C-900)PROP-MH-02RIM=15.64N=7.65 (8")S=7.75 (8")PROVIDE FITTINGS TOCONNECT TO BUILDING (TYP)GREASE TRAP SPEC. BY MEP. PROVIDE CONCRETE TOPPER ASREQUIRED BY MANUFACTURER.CONTRACTOR TO PROVIDEJOINTING PLAN PRIOR TOPAVEMENT PLACEMENTPROVIDE FITTINGS TOCONNECT TO BUILDING (TYP)SP#36" FIRE (PRIVATE)8"x6" WYECOCOCOEX-SAN-MH-03RIM=±13.35N=±6.73 (8")E=±6.73 (8")S=±6.65 (8")CONTRACTOR TO VERIFY INVERTS AND NOTIFY EORIMMEDIATELY IN WRITING IF DIFFERENT THAN ESTIMATED.EXIST. FHR2
0
0
'R200'XING; FG=±15.33BOP = 11.67 6" WMTOP = 8.16 8" SAN6"GV#7PROP. 12' U.E.PROP. 8" SAN @ 0.43% MIN.8"x6" TEE8"x6" TEE6" DIP8" GV#28" GV#4PROP. 8" WTR(C-900)6" GV#56" GV#62.5" WTR SVC INCASINGEXIST. 12" WMPROP. 8" SAN @ 0.43% MIN.XING; FG=±15.05BOP = 9.00 18" STMTOP = 7.82 8" SANEXIST. FHEXIST. FHXING; FG=±15.10BOP = 11.33 8" WMTOP = ±10.71 24" STMXING; FG=±12.90BOP = 9.20 8" WMTOP = ±7.25 8" SAN8"x2" DOUBLE STRAPSADDLE & CORP. STOP8" GV#3PROP. 3/4" METER & 3/4"USC APPROVED RPZ(TEMPORARY)SP#26" SAN @ 1% MIN.6" SAN @ 1% MIN.8"x6" WYE(PLUG AFTERTRAILER REMOVAL)CO6"x4"-TEE2.5"-90° BEND2.5" VALVE IN BOX2.5"-TEE2.5"x2" RED.2.5"-TEE2.5"x2" RED.HOSE BIBHOSE BIB2"-90° BENDHOSE BIB2"-TEEHOSE BIBHOSE BIB2"-TEE2"-TEEHOSE BIBHOSE BIBCLUBHOUSE DRIVEPROPOSEDBUILDINGFFE=16.35PROPOSEDPICKLEBALLCOURT#1PROPOSEDPICKLEBALLCOURT#2PROPOSEDPICKLEBALLCOURT#3PROPOSEDPICKLEBALLCOURT#4PROPOSED BOCCE
COURT#1
PROPOSED BOCCE
COURT#2
PROPOSED BOCCE
COURT#3
PROPOSED BOCCE
COURT#4PROPOSEDTENNISCOURT#1EXISTINGPICKLEBALLCOURT #1EXISTINGPICKLEBALLCOURT #2EXISTINGPICKLEBALLCOURT #3EXISTINGPICKLEBALLCOURT #4EXISTINGPICKLEBALLCOURT #5EXISTINGPICKLEBALLCOURT #6EXISTINGPICKLEBALLCOURT #7EXISTINGPICKLEBALLCOURT #8EXISTINGPICKLEBALLCOURT #9EXISTINGPICKLEBALLCOURT #10EXISTINGPICKLEBALLCOURT #11EXISTINGPICKLEBALLCOURT #12PROPOSEDTEMPORARYTRAILERPROPOSEDTEMPORARYTRAILERPROVIDE FITTINGS TOCONNECT TO BUILDING (TYP)PROP. FDC#24" FIRE (PRIVATE)REPAIR PAVEMENT ASREQUIRED FOR INSTALL (TYP)REPAIR PAVEMENT ASREQUIRED FOR INSTALL (TYP)LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED STM w/ STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATER SERVICEEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEPROPOSED MILL & RESURFACEPROPOSED IRREXISTING IRR1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'0410204060SCALE: 1" = 20'NORTH
C5.1POTABLE WATER &SANITARY SEWER PLAN1 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION3 12/16/25 BB UTILITY COMMENTS4 01/23/25 COORDINATION & COMMENTS6 02/13/26 SITE PLAN COMMENTSBOYNTON BEACH UTILITIES NOTES:1.THE SANITARY SEWER SYSTEM FROM MH-01 TO MH-03, INCLUSIVE OFALL PIPE SEGMENTS AND STRUCTURES, SHALL BE DEDICATED TO THECITY OF BOYNTON BEACH FOR OWNERSHIP AND MAINTENANCE.2.THE PROPOSED LIFT STATION AND FORCE MAIN ARE PRIVATEFACILITIES AND SHALL BE OWNED, OPERATED, AND MAINTAINED BYTHE OWNER. THE CITY OF BOYNTON BEACH SHALL NOT BERESPONSIBLE FOR THE MAINTENANCE, REPAIR, OR EMERGENCYSERVICES OF THESE PRIVATE WASTEWATER ASSETS.T. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
PROP. FH#2PROVIDE FITTINGS TOCONNECT TO BUILDING (TYP)COINV=10.60SP#6VALVE IN BOXEXIST. 18" IRR TO BE REMAIN1"-45° BENDS8"x6" WYECOINV=9.90PROP. 8" SAN @ 0.43% MIN.PROP-MH-03RIM=14.10N=9.10 (8")8"x6" TEE & 6"GV#16PROP. 12' U.E.8"-45° BEND12"x8" TAPPING SLEAVE8" GV#13SP#48" GV#158" GV#12PROP. 8" WTR(DIP)8"x8" TEE8" GV#98" GV#88" GV#108" GV#11CONTRACTOR TO VERIFY LOCATION,SIZE & DEPTH OF EXISTING WATER MAINPROP. 8" WTR(C-900)PROP. 8" WTR(C-900)PROP. 8" WTR(C-900)COINV=9.65BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)8" GV#14EXIST. FHXING; FG=±15.30BOP = 11.50 8" WMTOP = ±10.80 18" STMXING; FG=±13.80BOP = 10.00 8" WMTOP = ±8.16 24" STMXING; FG=±13.80BOP = 10.00 8" WMTOP = ±8.26 36" STMXING; FG=±13.80BOP = 10.00 8" WMTOP = ±8.00 36" STMXING; FG=±13.80BOP = 10.00 8" WMTOP = ±4.83 24" STM6" SAN @ 1% MIN.1" CROSSHOSE BIBHOSE BIB1"-90° BENDBEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)PROVIDE FITTINGS TOCONNECT TO HYDROCOURT2"-90° BEND2"-TEEPROVIDE FITTINGS TOCONNECT TO HYDROCOURT2"-GV#I12"-GV#I22"-TEE2"-TEEHOSE BIB2"-TEE2" VALVE IN BOX2"-TEE2"-90° BENDSP#7SP#8EXISTINGTENNISCOURT #3EXISTINGTENNISCOURT #2EXISTINGTENNISCOURT #1PROPOSEDBUILDINGFFE=14.85CLUBHOUSE DRIVEPROPOSEDBUILDINGFFE=16.35PROP. 12' U.E.REPAIR PAVEMENT ASREQUIRED FOR INSTALL (TYP)REPAIR PAVEMENT ASREQUIRED FOR INSTALL (TYP)REPAIR PAVEMENT ASREQUIRED FOR INSTALL (TYP)XING; FG=±15.34BOP=9.70 24" STMTOP = 9.19 8" SANLEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED STM w/ STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATER SERVICEEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEPROPOSED MILL & RESURFACEPROPOSED IRREXISTING IRR1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C5.2POTABLE WATER &SANITARY SEWER PLAN0410204060SCALE: 1" = 20'NORTH
1 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION4 01/23/25 COORDINATION & COMMENTSBOYNTON BEACH UTILITIES NOTES:1.THE SANITARY SEWER SYSTEM FROM MH-01 TO MH-03, INCLUSIVE OFALL PIPE SEGMENTS AND STRUCTURES, SHALL BE DEDICATED TO THECITY OF BOYNTON BEACH FOR OWNERSHIP AND MAINTENANCE.2.THE PROPOSED LIFT STATION AND FORCE MAIN ARE PRIVATEFACILITIES AND SHALL BE OWNED, OPERATED, AND MAINTAINED BYTHE OWNER. THE CITY OF BOYNTON BEACH SHALL NOT BERESPONSIBLE FOR THE MAINTENANCE, REPAIR, OR EMERGENCYSERVICES OF THESE PRIVATE WASTEWATER ASSETS.6 02/13/26 SITE PLAN COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
CANOPYCANOPY
PROP. FH#3R200'R200'EXIST. FH TO BE REMOVEDCOPROVIDE FITTINGS TOCONNECT TO BUILDING (TYP)SP#112" VALVE IN BOXEXIST. METER TO BE REMOVEDEXIST RPZ TO BE REMOVEDEX-SAN-MH-02RIM=±13.82N=±9.06 (8")SW=±9.21 (8")SE=±9.42 (8")8"-45° BEND(S)8"x6" REDUCERGROUT FILL EXIST. SAN MAINREMOVE EXIST. MANHOLEGROUT FILL EXIST. WATER MAINPROP. 2" METER & 2"USC APPROVED RPZ(IRRIGATION METER)8"x2" DOUBLE STRAPSADDLE & CORP. STOPPROP. 8" WTR(C-900)8" GV#17PROP. 6" WTR(DIP)PROP. LS (PRIVATE)RIM=15.00E=12.00 (6")2" FM (HDPE DR11)(PRIVATE)BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)SP#5EXIST. 18" IRR TO BE REMAINPROVIDE FITTINGS TOCONNECT TO HYDROCOURTPROVIDE FITTINGS TOCONNECT TO HYDROCOURTPROVIDE FITTINGS TOCONNECT TO HYDROCOURTPROVIDE FITTINGS TOCONNECT TO HYDROCOURT2"-90° TEE2"-90° BEND2"-TEE2"-TEE2"-90° BEND2"-TEEIRR WELL(SEE OTHER DISCIPLINE)BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)2"-GV#I32"-GV#I42"-GV#I52"-GV#I62"-TEEBEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)2"-TEE2"-90° BENDSP#9SP#102"-TEEHOSE BIB2"-TEE2" VALVE IN BOX2"-TEE2"-90° BEND2"-90° BEND2"x3/8"-TEE3/8" USC APPROVED RPZHOSE BIB2"-90° BENDHOSE BIB2"-TEEHOSE BIBPROPOSEDTENNISCOURT#2PROPOSEDTENNISCOURT#3PROPOSEDTENNISCOURT#4PROPOSEDBUILDINGFFE=15.00PROP. 12' U.E.LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED STM w/ STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATER SERVICEEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEPROPOSED MILL & RESURFACEPROPOSED IRREXISTING IRR1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C5.3POTABLE WATER &SANITARY SEWER PLAN0410204060SCALE: 1" = 20'NORTH
1 10/28/25 SITE PLAN COMMENTS2 11/07/25 DISCIPLINE COORDINATION3 12/16/25 BB UTILITY COMMENTS4 01/23/25 COORDINATION & COMMENTSBOYNTON BEACH UTILITIES NOTES:1.THE SANITARY SEWER SYSTEM FROM MH-01 TO MH-03, INCLUSIVE OFALL PIPE SEGMENTS AND STRUCTURES, SHALL BE DEDICATED TO THECITY OF BOYNTON BEACH FOR OWNERSHIP AND MAINTENANCE.2.THE PROPOSED LIFT STATION AND FORCE MAIN ARE PRIVATEFACILITIES AND SHALL BE OWNED, OPERATED, AND MAINTAINED BYTHE OWNER. THE CITY OF BOYNTON BEACH SHALL NOT BERESPONSIBLE FOR THE MAINTENANCE, REPAIR, OR EMERGENCYSERVICES OF THESE PRIVATE WASTEWATER ASSETS.6 02/13/26 SITE PLAN COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
CANOPYEXIST. 8" WMEX-SAN-MH-01RIM=±12.75N=±5.69 (8")W=±5.37 (10")E=±5.34 (10")S=UNKCORE INVERT OF 2" FM (PRIVATE) 6"ABOVE HIGHEST INVERT. INV=±6.19 (2").RELINE / RECOAT w/ CITY APPROVEDMANHOLE LINER (OR EQUIVALENT).GROUT FILL EXIST. SAN MAINPLUG EXIST. SOUTHERN VALVE ORLINE STOP AND INSERT A VALVE. VIF.GROUT FILL EXIST. WATER MAINGROUT FILL EXIST. WATER MAIN2" FM (HDPE DR11)(PRIVATE)2" FM (HDPE DR11)(PRIVATE)BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)RIM=±13.02E=±5.44 (8")W=±5.47 (8")REPAIR PAVEMENTAS REQUIRED TOACCESS MANHOLE2"-GV#I72"-GV#I82"-GV#I92"-GV#I10BEND RADII NOT TOEXCEED MANUFACTURERSRECOMMENDATION (TYP)2"-CROSS2"-90° BEND2"-90° BEND2"-TEE6'REPAIR PAVEMENT AS REQUIREDTO INSTALL FM & IRR (TYP)2"-TEE2"-TEEHOSE BIB2" VALVE IN BOX2"-TEEHOSE BIB2"-90° BEND2"-TEE2"-90° BENDSP#17SP#18SP#192"-TEE2"-TEE2"-90° BENDSP#15SP#162"-TEE2" VALVE(S) IN BOX2"-CROSS2"-TEESP#142"-TEESP#12SP#132"-90° BENDEXISTINGTENNISCOURT #7EXISTINGTENNISCOURT #8EXISTINGTENNISCOURT #9EXISTINGTENNISCOURT #13EXISTINGTENNISCOURT #14EXISTINGTENNISCOURT #15EXISTINGTENNISCOURT #16EXISTINGTENNISCOURT #17EXISTINGTENNISCOURT #18LEGENDPROPOSED CONCRETEPROPOSED PAVERS(REFER TO HARDSCAPE PLAN)PROPOSED ASPHALTPROPOSED STM w/ STRUCTUREPROPOSED SANITARY SEWERPROPOSED WATER SERVICEEXISTING STMEXISTING WATER SERVICEEXISTING SANITARY SERVICEPROPOSED MILL & RESURFACEPROPOSED IRREXISTING IRR1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C5.4POTABLE WATER &SANITARY SEWER PLAN0410204060SCALE: 1" = 20'NORTH
1 10/28/25 SITE PLAN COMMENTS4 01/23/25 COORDINATION & COMMENTSBOYNTON BEACH UTILITIES NOTES:1.THE SANITARY SEWER SYSTEM FROM MH-01 TO MH-03, INCLUSIVE OFALL PIPE SEGMENTS AND STRUCTURES, SHALL BE DEDICATED TO THECITY OF BOYNTON BEACH FOR OWNERSHIP AND MAINTENANCE.2.THE PROPOSED LIFT STATION AND FORCE MAIN ARE PRIVATEFACILITIES AND SHALL BE OWNED, OPERATED, AND MAINTAINED BYTHE OWNER. THE CITY OF BOYNTON BEACH SHALL NOT BERESPONSIBLE FOR THE MAINTENANCE, REPAIR, OR EMERGENCYSERVICES OF THESE PRIVATE WASTEWATER ASSETS.6 02/13/26 SITE PLAN COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
MH-01 TO MH-0201234567891011121314151617180123456789101112131415161718-0+20-0+100+000+100+200+300+400+500+600+700+800+901+001+101+201+301+401+501+601+701+801+902+002+102+202+302+402+502+602+702+802+90-0+20-0+100+000+000+100+200+300+400+500+600+700+800+901+001+101+201+301+401+501+601+701+801+902+002+102+202+302+402+502+602+672+702+802+906.60 (S)PROP. MH-01RIM=13.10
PROP. MH-02
RIM=15.647.65 (N)7.75 (S)267 LF 8" SAN @0.43% MIN.EXIST. 8" ±6.45 (E/W)18" STM6" WM6" WM2.5" WTR SVCIN 4" CASING8"x6" WYEWEARING SURFACEBASE ROCKSUB-GRADE6" MIN. SEPARATION6" MIN. SEPARATIONMH-02 TO MH-0301234567891011121314151617180123456789101112131415161718-0+20-0+100+000+100+200+300+400+500+600+700+800+901+001+101+201+301+401+501+601+701+801+902+002+102+202+302+402+502+602+702+802+903+003+103+20-0+20-0+100+000+000+100+200+300+400+500+600+700+800+901+001+101+201+301+401+501+601+701+801+902+002+102+202+302+402+502+602+702+802+902+973+003+103+20PROP. MH-02RIM=15.647.65 (N)7.75 (S)PROP. MH-03
RIM=14.109.10 (N)296 LF 8" SAN @0.43% MIN.24" STM8"x6" WYEWEARING SURFACEBASE ROCKSUB-GRADE6" MIN. SEPARATION1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
I-95LAKE IDA RDBARWICK RD FLAVORPICT RDMILITARY TRL
COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C5.5SEWER PROFILES6 02/13/26 SITE PLAN COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONSYMBOLS LEGEND05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISION· · WATER MAINS SEWER SEPARATIONSTATEMENT05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONHORIZONTAL SEPARATION DETAIL05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONVERTICAL SEPARATION DETAIL05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISION· PRESSURE PIPE VERTICAL DEFLECTION05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONTYPICAL TRENCH DETAIL05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONTYPICAL THRUST BLOCKS05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONROAD CROSSING PIPE INSTALLATION UNDER EXISTINGROADWAY - OPEN CUT05/241400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
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COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C6.1POTABLE WATER &SANITARY SEWER DETAILST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONPIPE SUPPORT05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONDOUBLE PIPE SUPPORT05/24PIPE SIZE 4" 6" 8" 10" 12" 16" 20" 24" 30" 36" 42" 48"14 20 25 30 35 45 54 62 73 84 93 101 6 8 11 13 15 19 22 26 30 35 38 423 4 5 6 7 9 11 12 15 17 18 20 1 2 3 3 4 4 5 6 7 8 9 1055 79 103 125 147 189 228 266 319 368 412 45422 38 49 59 69 88 106 123 145 165 184 20122 32 42 51 60 77 93 109 131 151 170 18710 14 19 23 28 35 43 50 59 67 75 827 12 17 21 26 34 42 49 60 70 78 872 4 6 8 10 14 17 21 25 29 33 363 4 6 9 11 15 19 22 28 32 37 411 1 1 2 3 5 7 8 10 12 14 1632 45 59 70 83 107 129 151 190 220 244 27032 45 59 70 83 107 129 151 100 110 125 1354"x 0 23 6"x 0 21 35 8"x 0 18 34 47 10"x 0 16 32 46 58 12"x 0 13 30 44 57 69 16"x 0 7 26 41 55 67 90 20"x 0 1 21 38 52 65 88 109 24"x 0 1 16 34 49 62 86 108 129 30"x 01 8 28 44 58 83 106 127 154 36"x 0 1 1 22 39 54 80 103 124 153 179 42"x 0 1 1 15 33 49 77 100 122 151 177 201 48"x 0 1 1 7 27 44 73 97 120 149 176 200 2226"x 0 23 8"x 0 38 25 10"x 0 57 43 24 12"x 0 72 60 44 41 16"x 0 99 90 78 75 45 20"x 0 123 116 107 105 81 45 24"x 0 146 140 132 131 111 82 45 30"x 0 157 153 148 141 133 113 87 56 36"x 0 182 179 175 169 163 147 126 101 56 42"x 0 205 202 199 194 189 175 158 138 100 54 48"x 0 226 224 221 217 213 201 187 169 138 98 53 EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONMECHANICAL THRUST RESTRAINT -MINIMUM PIPE LENGTHS05/24TYPICAL SHRUB, SMALL TREE OR PALM TREE WITHROOT BARRIEREFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISION05/24PRIVATE UTILITIES SETBACK TYPICAL SHRUB,SMALL TREE OR PALM TREE WITH ROOT BARRIEREFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISION05/24PRIVATE UTILITIES SETBACK TYPICAL CANOPY TREE,LARGE PALM OR EXOTIC TREE WITH ROOT BARRIEREFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISION05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONSAMPLING POINT (FIRE HYDRANT)05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONPRESSURE TEST CRITERIA05/241400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
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COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C6.2POTABLE WATER &SANITARY SEWER DETAILST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONWATERTYPICAL GATE VALVE SETTINGAND CUT-IN DETAIL05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONTYPICAL FIRE HYDRANT INSTALLATION05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONTYPICAL WATER SERVICE INSTALLATION05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONWATER METER1118POTABLE WATER SERVICE RADIO READ FORSENSUS 3/4" & 1" WATER METERS05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONPOTABLE WATER SERVICE SINGLE 5/8" X 3/4" THRU 1"METER INSTALLATION DETAIL05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONBACKFLOW DEVICE FOR 3/4" TO 2"WATER METER05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONCLEANING CANNON FLUSHING PROCEDURE05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONPOTABLE WATER SERVICE SINGLE 5/8" X 3/4" THRU 1"METER INSTALLATION DETAIL05/241400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
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COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C6.3POTABLE WATER &SANITARY SEWER DETAILST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONTAPPING SLEEVE AND VALVEINSTALLATION DETAIL05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONWATER MAIN LOCATING WIRE DETAIL FORNON-METALLIC PIPE05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONFIRE HYDRANT CLEAR ZONE05/24EFF. DATEPAGE NUMBERBOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILSNOT TOSCALEUTILITIESENGINEERING DIVISIONDOUBLE DETECTOR CHECKBACKFLOW ASSEMBLY05/241400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
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COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'C6.4POTABLE WATER &SANITARY SEWER DETAILST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
INVERT PIPE DIAMETERFORCE MAIN DIAMETERINSIDE DIAMETER OF WET-WELLOUTSIDE DIAMETER OF WET-WELL'SQTY.MOPS PUMP STATION SCHEDULEEINITIAL DESIGN FLOW (G.P.M.) CONTROL CENTER FULL LOAD AMPSSUBMERSIBLE PUMP TYPE (P-1)RATED MOTOR HORSEPOWER INITIAL DESIGN HEAD (T.D.H.)SERVICE ENTRANCE VOLTAGEPUMP MODEL NUMBERSERVICE ENTRANCE PHASERATED PERFORMANCE SPEEDMOPS EQUIPMENT IDENTIFICATIONMOPS CONTROL CENTER MOPS ODOR/GAS SCRUBBER (OGS)MOPS CONTROL CENTER MOUNTING ASSEMBLYMOPS VALVE BOX ASSEMBLY (VBA)MOPS PUMP STATIONRHGCEFDABMOPS SERIESCUBBRSMOPSDETAIL AITEM DESCRIPTIONMODEL DESIGNATION15'3450 2.0208/23012211111B11.5-3672-2.0VBA-1AOGS-BPSC-121-2.0OPTIONALRIM ELEVATION36"60"6"2"15.00MOPS23GRINDERINVERT ELEVATION12.00TOP VIEWCONTROL CENTER ASSEMBLYRCRBBEUSODOR/GASSCRUBBERFROM WET-WELLSTRAPPED TOWALLIN CASE OF EMERGENCY CALL:MAINTENANCE COMPANY:IN CASE OF OVERFLOW CALL:OWNER:PHONE:PHONE:CONTROL CENTERATLANTIC ENVIRONMENTAL SYSTEMS, INC.FINE MESHMONELINSECTSCREENSEESCHEDULEFOR MODELAND SIZESCRUBBERTOP VENTCOLORCHANGINGLIFEINDICATORSTAGE 4STAGE 3STAGE 2STAGE 1GALVANIZEDSTEEL UNISTRUTREPLACEABLEODOR SCRUBBERCARTRIDGE1-1/4" ELEC.CONDUIT30" MIN.
42" MAX.TO LIFT STATIONN.T.S.N.T.S.SECTION VIEWN.T.S.MOPS ODOR/GAS SCRUBBERNOTES:1.SCRUBBER DESIGNED TO REMOVETOXIC SEWAGE GASES, H2S, ANDOFFENSIVE ODORS SUCH ASSKATOLES AND MERCAPTANS.2.SCRUBBER'S LIFE EXPECTANCYCALCULATIONS ARE INCLUDED INSHOP DRAWING SUBMITTALS.3.SCRUBBER UNIT CAN BE MOUNTEDINSIDE WET-WELL OR TOPMOUNTED.4.MODEL 'B' SHOWN.MANUFACTURED ODORLESS PUMP STATIONATLANTIC ENVIRONMENTAL SYSTEMS, INC.PH: (561) 547-8080 FAX: (561) 547-3999 MOPSLAKE WORTH, FL 334612000cTHE PURPOSE FOR WHICH IT IS INTENDED, AND ONLY WITH WRITTENSYSTEMS, INC. THIS DRAWING AND DESIGN SHOULD BE USED ONLY FORAND IS AND SHALL REMAIN THE PROPERTY OF ATLANTIC ENVIRONMENTALTHIS DRAWING AND THE DESIGN CONTAINED HEREIN IS PROPRIETARYAUTHORIZATION FROM ATLANTIC ENVIRONMENTAL SYSTEMS, INC. ANYATLANTIC ENVIRONMENTAL NAME AND ADDRESS IN THE REPRODUCTION.REPRODUCTION, IN WHOLE OR IN PART, MUST CLEARLY SHOW THE MOPS CONTROL CENTERMOPSANTI-FLOATATION FLANGEDEPTH OF WET-WELL6'INTERNAL PIPE DIAMETER1.50"CONTROL CENTERATLANTIC ENVIRONMENTAL SYSTEMS, INC.PANEL COMPONENTSENCLOSUREFS1HIGHALARMMT1MOTOR1EXTRAB1BMC1RSC BBNTSMTSINTERIOR LAYOUTDEAD FRONTWIRING DIAGRAMS
ASHALETMRUNGENC.H O ATO PUMPSTATIONINCOMINGPOWER(TO BE WALL MOUNTED)ELASTOMEREND CAPSRCRBBEUS876910543211121300 PSF ALUM. & S.S.8" OPERATINGLEVEL 6' DEPTH STATION BY-PASSWITH CAM-LOCKVALVE BOXSTATION DISCHARGESHUT OFFVALVEGAS-TIGHT CONDUIT HUBSHUB AND INVERT LOCATIONDISCHARGELINES00:00ITEMSCLOCKPOSITIONPRIMARYINVERTSECONDARYINVERTLOCATION OFCONTROL PANEL00:00X:000:00GAS-TIGHT HATCHGAS-TIGHT LIDODOR/GASSCRUBBER(RAISED TO REQUIREDELEVATION)(TO BE LOCATED NEXTTO CONTROL PANEL)(SEE 'DETAIL A')MOPS4" INVERT HUBTO BE FIELDMOUNTEDFLOATCONTROLSWITCHESM OPSGAS-TIGHT LIDALUM. & S.S. FRAME WITHHINGED, LOCKABLE, HATCHAND S.S. HARDWAREFLOAT CABLEHOLDERS.S. MTL.LIFTING CHAINS.S. METAL1-1/2" ALUMINUMBYPASS PUMPOUTCAM-LOCKWITH CAPVALVE BOXSHUT OFFVALVESTATION DISCHARGE1-1/2" ALUMINUMQUICK DISCONNECTCOUPLING1-1/2" I.D. HIGH PRESSUREHOSE WITH 1-1/2" MNPT316 S.S. ENDS1-1/2" , EPOXY COATED C.I.,BALL CHECK VALVE(3) LARGE PUMPSUPPORT FEETGATE VALVE60" OVERSIZED, SOLID, CIRCULARFIBERGLASS, ANTI-FLOTATION RING,TWICE WALL THICKNESS.NO CONCRETE ANCHOR IS REQUIREDLOCKABLELOCKABLEMOTOR TERMINAL SCHEDULETERMINAL STRIP SCHEDULEMOTOR1LEADS123123456NEMA 4X WATERTIGHT UVIFIBERGLASS ENCLOSURE30"H ] 30"W ] 8"DAS ALARM SILENCE SWITCHB1 MOTOR BREAKER-OVERLOADBC CONTROL BREAKERBM MAIN BREAKERC1 MOTOR START CONTRACTORETM ELAPSED TIME METER (PUMP RUN TIME)FS1-3 FLOAT LEVEL SWITCHESH HORNHOA HAND-OFF-AUTO SWITCHMT1 MOTOR THERMAL SWITCHMTS MOTOR TERMINAL STRIPRS RELAY SWITCHRUN PUMP ON LIGHTTS TERMINAL STRIPP1NOTE:ALL METAL ITEMS IN CONTACT WITH SEWAGEGASES ARE ALUMINUM AND STAINLESS STEELEXCEPT EPOXY COATED PUMPS AND DISCHARGEELBOW.PUMP OFFPUMP ONHIGHLEVELCONTROL CENTER DESIGNED& MANUFACTURED TO MEETALL D.E.P. REQUIREMENTSSEE SCHEDULE FORELECTRICAL SERVICE REQUIREMENTSNOTE:CONTROL CENTER TO BEGROUNDED TO LOCAL CODE.A I.DB O.D.INFLUENTINVERTNON-PERMITTED"EXEMPT" SERIESNOTE:SEE CONTROL PANEL DETAILSHEET FOR ADDITIONAL NOTESI100Y-3D ELEVATION14.46C7.1MOPS(PRIVATE LIFT STATION)1400 Centrepark Blvd, Suite 905West Palm Beach, FL 33401T: 561.659.5760 F: 561.659.5772www.civil-design.comRegistry No. 9664CIVIL DESIGN, INC.Service Driven Design ~ Engineered ResultsCDI PROJECT NO.APPROVED BY:NO.DATEREVISION DESCRIPTIONHUNTERS RUNRACQUET CENTER3500 CLUBHOUSE LNBOYNTON BEACH, FL 33436Florida License No. 51045T. Jeff Trompeter, P.E.23785-02DRAWN: Brenan Luck, E.I.DESIGNED: CDIDATE: 08/06/2025SEC. 1 - TWP. 46 S - RGE. 42 ELOCATION MAPN.T.S.WOOLBRIGHT RDLAWRENCE RDGOLF RDSW 23RD AVECONGRESS AVE
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COCONUT LNSUMMIT
DRSITEESSEX LNCOCONUT LNCLUBHOUSE LNWESTLAKE DRCHARTER DR NNORTH DATUM = NAVD '88NGVD '29 CONVERSION FACTOR = +1.54'1 10/28/25 SITE PLAN COMMENTST. Jeff Trompeter, State of Florida, Professional Engineer, License No. 51045. This item has been digitally signed and sealed by T. Jeff Trompeter on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.