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HomeMy WebLinkAboutItem 15 Approval of Ocoee Pickleball Complex - Vasant Sports LLC Large-Scale City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org STAFF REPORT Meeting Date: September 16, 2025 Item #: 15 Contact Name: Anoch Whitfield Department Director: Contact Number: Ext. 1016 City Manager: Craig Shadrix Subject: Approval of Ocoee Pickleball Complex - Vasant Sports LLC Large-Scale Preliminary Site Plan; Project No. LS-2025-005. (Development Services Deputy Director Whitfield) Background Summary: Owner/Applicant: The applicant/property owner is Vasant Sports LLC, represented by Sravan K. Tummala, Project Manager. General Location: The property is located in Commission District 2 and generally on the west side of Jacob Nathan Boulevard at the terminus of Matthew Paris Boulevard. The subject properties are addressed at 1100, 1050, and 1000 Jacob Nathan Boulevard. Property Size and Parcel ID No.: The subject property consists of three (3) parcels, totaling approximately 6.08 acres and assigned parcel ID numbers 21-22-28-3093-04-000, 21-22-28-3093-03-000, and 21-22-28- 3093-06-000. Existing Site Conditions: The table below summarizes the existing conditions of the subject property. Current Future Land Use Map Designation Current Zoning District Existing Land Use Overlays/Unique Features Commercial C-2 Vacant wooded lots Property is within the CRA and is bordered by wetlands. The western border contains floodplain areas. The property is surrounded by the following jurisdictions, Future Land Use Map designations, zoning districts and land uses. Direction Jurisdiction FLUM Designation Zoning District Existing Land Use North City High Density Residential R-3 City Stormwater Pond South City Commercial C-2 Commercial East City Commercial C-2 Commercial West City Commercial /Conservation C-2 Wetlands/ Conservation Areas City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Proposed Development: The applicant is proposing an indoor pickleball complex that would consist of: ▪ Building 1 (Northern Building): 15 indoor pickleball courts and associated club amenities (i.e., lockers, sauna, showers, restrooms), gaming area, a small office, and a small conference room, a restaurant with both indoor and outdoor dining areas and pickleball court viewing areas located on two (2) indoor levels, and a retail shop. ▪ Building 2 (Center Building): 10 indoor pickleball courts with indoor viewing areas, ▪ Building 3 (Southern Building): Banquet hall, and ▪ Outdoor Space: one (1) championship court and a social/gathering space with outdoor seating areas and sun sails to provide shade. Building elevations (black/white and color) are provided in the attachments. The list of attachments includes Construction Plans and Landscape Plans, which contain more details than those required for a Preliminary Site Plan. However, this agenda item review and approval is for purposes of a Preliminary Site Plan approval only. The final site plan and full engineering review are currently underway. Following satisfaction of staff technical comments for compliance with the Engineering Standards Manual and Land Development Code, the Final Site Plan will be presented to the City Commission as a Consent Agenda item. Parking: Parking is proposed at ratios consistent with staff's recommendation for the pickleball use, as well as with Section 6-4, Parking, of the Land Development Code, for retail, restaurant, and office/conference uses. A total of 172 parking spaces are proposed. Stormwater: Stormwater will be provided off-site via an existing stormwater system, which has available capacity to accommodate up to 80% impervious surface area (ISA) within the subject property. The project proposes ISA at 70.2%. Final stormwater calculations, engineering, and St. Johns River Water Management District (SJRWMD) permitting for drainage requirements will be reviewed during the Final Site Plan review. Access: Access will be provided via two (2) full access driveways off of Jacob Nathan Boulevard. Utilities: The Utilities Department has approved the proposed Preliminary Site Plan and provided guidance to the applicant for the utility engineering for the Final Site Plan. Issue: Should the Honorable Mayor and City Commissioners approve a Preliminary Large-Scale Site Plan for the Ocoee Pickleball Complex development located on the properties addressed at 1100, 1050, and 1000 Jacob Nathan Boulevard and assigned parcel ID numbers 21-22-28-3093-04-000, 21-22-28-3093-03-000, and 21- 22-28-3093-06-000? Recommendations: Development Review Committee (DRC) Recommendation: The DRC considered this item on Tuesday, September 2, 2025. This project was submitted as a preliminary/final large-scale site plan. However, as there were several outstanding issues relative to final site plan review requirements, as discussed by the DRC members, the applicant team elected to split the application and proceed to public hearings for the project as a Preliminary Site Plan only, with the understanding that staff review would continue for the Final Site Plan relative to engineering/utilities requirements. Following discussions regarding the additional information and documentation that would be needed for a City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Final Site Plan review and approval, the DRC made a unanimous recommendation of approval of the Preliminary Site Plan with no conditions. Planning and Zoning Commission Recommendation: The Planning and Zoning Commission (PZC) considered this item at its Tuesday, September 9, 2025, public hearing. Two (2) public comments were made regarding (1) the installation of a wall or fence on the west side of the building to screen the building from the homes along the southern bend of Hammocks Drive and (2) installation of a fence or other barrier along the north side of the property and Jacob Nathan Boulevard to prevent people from driving onto the City's stormwater facility. Following the public comments and no further issues raised or discussed, the PZC made a unanimous recommendation of approval. Staff Recommendation: Staff recommends that the Honorable Mayor and City Commissioners approve the Preliminary Large-Scale Site Plan for the Ocoee Pickleball Complex development located on the properties addressed at 1100, 1050, and 1000 Jacob Nathan Boulevard and assigned parcel ID numbers 21-22-28-3093-04-000, 21-22-28-3093- 03-000, and 21-22-28-3093-06-000. Attachments: 1. Ocoee Pickleball Location Map 2. Ocoee Pickleball Aerial Map 3. Ocoee Pickleball Zoning Map 4. Ocoee Pickleball FLUM Map 5. Ocoee Pickleball Construction Plans 6. Ocoee Pickleball Landscape 7. 129 Elev 08-19-25 8. Ocoee Pickleball Advertisement Financial Impacts: None Type of Item: Public Hearing W Colonial Dr S C l a r k e R d Citr u s O a ks Ave Jacob Nathan Blvd Ocoee Pickleball Complex - Vasant Sports LLCLocation Map I W Colonial Dr S Clarke Rd Jacob Nathan Blvd Montgomery Ave Barronwood Rd Wickerwood St Matthew Paris Blvd I 0 170 34085Feet Ocoee Pickleball Complex- Vasant Sports LLC PropertyAerial Photography C-2 R-3 PUD-COMM R-1AA P-S P-S C-2 C-2 C-2 C-2 W Colonial Dr S C la rk e R d Ocoee Pickleball Complex - Vasant Sports LLC PropertySurrounding Zoning Map Development ServicesDepartment I 0 180 36090Feet Created: month year Subject Property Zoning C lassification:General Agricultural (A-1)Sub urban (A-2)Single-Family D welling (R -1 AAA)Single-Family D welling (R -1 AA)Single-Family D welling (R -1 A)Single-Family D welling (R -1 )One- & Two-Family Dwelling (R-2)Multip le-Fa mily Dwe llin g (R-3)Mob ile Home Su bdivisio n (RT-1)Professiona l O ffices & Services (P-S)Neighb orhood Shopping (C-1 )Commun ity Commercial (C-2)General Co mmercial (C-3) General Industrial (I-2)Commercia l (PUD)Low Density (PUD)Med ium De nsity (PUD) Restricted Ma nufacturin g& Wareh ousing (I-1) High Density (PUD)Pub lic Use (PUD)Unclassified COM M HDRLDR PS W Colonial DrJacob Nathan Blvd Ocoee Pickleball Complex - Vasant Sports LLCSurrounding Future Land Use Map Created: month year Development ServicesDepartment I 0 160 32080Feet Subject Property Future L and Use C lassification:Low De nsity Residen tia l (LDR )Medium Den sity Residential (MDR)High Density Resid ential (H DR)Professional O ffices and Se rvices (PS)Commercial (COMM)Light Industrial (LI)Heavy Industrial (H I)Conservation/Flood plains (CONS)Recre ation a nd O pen Space (REC)Pub lic Facilitie s/Institutional (INST) FOR ---- PREPARED BY LOCATION MAP N.T.S. SITE SECTION 11, TOWNSHIP 25S, RANGE 27E NORTH ORANGE COUNTY, FLORIDA CONSTRUCTION PLANS LEGAL DESCRIPTION: 1000, 1050, & 1100 JACOB NATHAN BLVD, OCOEE, FL 34747 Ocoee Pickleball Construction Plans INDEX OF SHEETS AERIAL MAP SITE NORTH N.T.S. C0.0 COVER SHEET GENERAL NOTES C2.0 STORM WATER POLLUTION PREVENTION PLAN EROSION CONTROL DETAILS C3.0 EXISTING CONDITIONS - DEMOLITION PLAN C4.0 SITE PLAN C6.0 UTILITY PLAN C8.0 FIRE TRUCK ROUTING PLAN DEVELOPER VASANT SPORTS LLC CONTACT: SRAVAN TUMMALA PHONE: (201) 303-4050 EMAIL: SRAVAN.TUMMALA@GMAIL.COM PROJECT TEAM ENGINEER KIMLEY HORN AND ASSOCIATES, INC. 200 S. ORANGE AVE, SUITE 600 ORLANDO, FL 32801 CONTACT: CHRIS LEPPERT, P.E. PHONE: (407) 898-1511 EMAIL: CHRIS.LEPPERT@KIMLEY-HORN.COM POWER DUKE ENERGY 2001 OLD SENIC WAY LAKE WALES, FL 33853 CONTACT: SHANNON DEAR PHONE: (407) 905-3321 UTILITY PROVIDERS WATER & SEWER SERVICE ORANGE COUNTY UTILITIES TELEPHONE/CABLE CHARTER COMMUNICATIONS 3767 ALL AMERICAN BLVD. ORLANDO, FL 32810 CONTACT: MARVIN USRY, JR. PHONE: (407) 532-8509 GAS TECO PEOPLES GAS 600 WEST ROBINSON STREET ORLANDO, FL 32801 PHONE: (407) 420-2678 21-22-28-3093-03-000, & 21-22-28-3093-06-000 FEMA F.I.R.M. N.T.S. SITE NORTH MAP No. 12097C0030G, EFFECTIVE DATE: JUNE 18, 2013 C5.0 PAVING, GRADING, AND DRAINAGE PLAN C2.1 PROJECT LOCATION P R O F E S SIONA L E N G INEER« ««CHRIS T O P H E R CLAY LE PP E R TNo. 90200 STATE OF F LO R I D A L I C E NS E GENERAL CONSTRUCTION DETAILS C5.1 PAVING GRADING AND DRAINAGE PLAN PROPERTY OWNER VASANT SPORTS LLC CONTACT: SRAVAN TUMMALA PHONE:(201) 303-4050 EMAIL:SRAVAN.TUMMALA@GMAIL.COM PARCEL ID'S: 21-22-28-3093-04-000, APRIL 1, 2025 SURVEYOR DEFOOR SURVEYING P.O. BOX 1472 GENEVA, FL 32732 CONTACT: CHARLES ROB DEFOOR PHONE: (407) 880-9811 EMAIL: C1.0 C7.0 -C7.1 P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E GE N E R A L N O T E S GENERAL PAVING, GRADING AND DRAINAGESTORM DRAINAGE SYSTEM DRAINAGE SYSTEM TESTING AND INSPECTION DEMOLITION PAVEMENT MARKING AND SIGNAGE TREES AND VEGETATION EARTHWORK / GRADING / DEMUCKING PROCEDURES PAVING/GRADING TESTING AND INSPECTION TEST, INSPECTION AND CLOSEOUT REQUIREMENTS SAFETY Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O C E E P I C K L E B A L L C1.0 -CLEANING SUPPLIES -DETERGENTS -MASONARY BLOCK/BRICKS -PAINT -WOOD ITEMS REQUIRING POLLUTION PREVENTION THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE: -ASPHALT -CONCRETE -FERTILIZERS -METAL PIECES -PETROLEUM BASED PRODUCTS -TAR THE FOLLOWING ARE NON-STORM WATER SOURCES THAT WILL BE ENCOUNTERED AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE: -UNCONTAMINATED GROUNDWATER EXPOSED DURING EXCAVATION -WATER FROM WATER LINE FLUSHING -PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). SPILL PREVENTION AND CONTROL THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING -SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE, USE, AND DISPOSAL OF CONSTRUCTION MATERIALS. -STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION. -ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER. -ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE PROPER CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE COVER. -PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER. -ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. HAZARDOUS PRODUCTS -MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED. -PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE WITH MANUFACTURER AND LOCAL/STATE REGULATIONS. PRODUCT SPECIFIC PRACTICES -PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND CLEARLY LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID LEAKAGE OF PETROLEUM PRODUCTS ON SITE. -THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL IN ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. -PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER. -CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: -SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES. -THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON-SITE NEAR THE MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND, SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS. -ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE. -WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY. -TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF THE SIZE OF THE SPILL. -AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE RECORDED. -THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS. THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION AND CLEANUP PROCEDURES. STORMWATER POLLUTION PREVENTION PLAN MAINTENANCE AND INSPECTION PRACTICES THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE COMPLETED BY THE CONTRACTOR: -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE CHECKED AT A MINIMUM OF EVERY 7 DAYS AND WITHIN 24 HOURS OF EACH 0.5 INCH OR GREATER RAINFALL BY THE SUPERINTENDENT OR SOMEONE UNDER HIS/HER DIRECT SUPERVISION. -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE KEPT IN GOOD CONDITION. REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT. -THE SILT FENCE SHALL BE INSPECTED AT A MINIMUM OF EVERY 7 DAYS AND WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT FOR HEIGHT OF SEDIMENT AND CONDITION OF FENCE. -THE SILT FENCE SHALL BE CLEARED OF SEDIMENT WHEN SEDIMENT MEASURES ONE-THIRD THE HEIGHT OF THE FENCE. -THE SEDIMENT BASINS/DITCHES SHALL BE CHECKED AT A MINIMUM OF EVERY 7 DAYS AND WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT FOR DEPTH OF SEDIMENT. THEY SHALL BE CLEANED WHEN SEDIMENT REACHES 10% OF TOTAL CAPACITY AND AFTER CONSTRUCTION IS COMPLETE. -DIVERSION DIKES SHALL BE INSPECTED AT A MINIMUM OF EVERY 7 DAYS AND WITHIN 24 HOURS OF A 0.5" OR GREATER RAIN EVENT. ANY BREACHES SHALL BE PROMPTLY REPAIRED. -ALL SEEDING SHALL BE CHECKED FOR PROPER GROWTH AND UNIFORMITY. UNSTABALIZED AREAS SHALL BE RE-SODDED. -A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION OF THE SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE FILED IN AN ORGANIZED MANNER AND RETAINED ON-SITE DURING CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE SAVED FOR AT LEAST THREE YEARS. THE REPORTS SHALL BE AVAILABLE FOR ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL. -THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES THAT COMPLETE INSPECTIONS AND REPORTS. POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. SIGNED: _____________________________________ DATE:__________________ CHRISTOPHER LEPPERT, P.E. FLORIDA REGISTRATION NUMBER: 90200 PROFESSIONAL ENGINEER CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FORM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER. EROSION AND SEDIMENT CONTROLS BEST MANAGEMENT PRACTICES SHALL BE USED FOR THIS PROJECT TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN-OFF. THE LOCATION AND DETAILS OF EROSION CONTROL METHODS ARE SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL METHODS AS SHOWN ON THE PLANS OR AS REQUIRED. HE/SHE SHALL ALSO PROVIDE THE REQUIRED EROSION PROTECTION AS REQUIRED BY LOCAL, STATE AND FEDERAL LAW. STORM WATER MANAGEMENT STORM WATER WILL BE CONVEYED TO AN EXISTING DRY DETENTION POND VIA A SYSTEM OF CATCH BASINS AND STORM WATER PIPES. THE STORM WATER POND PROVIDES WATER QUALITY AND ATTENUATION PRIOR TO DISCHARGING TO THE ADJACENT WETLAND AND LAKE OLYMPIA. STABILIZATION PRACTICES: TEMPORARY STABILIZATION - TOPSOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASE, SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED REQUIRED CAN BE FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, WHERE SOILS ARE ACIDIC 2 TONS OF PULVERIZED AGRICULTURAL LIMESTONE SHOULD BE ADDED PER ACRE AND 450 POUNDS OF 10-20-20 FERTILIZER SHALL BE APPLIED TO EACH ACRE. AFTER SEEDING, EACH AREA SHALL BE IMMEDIATELY MULCHED WITH STRAW OR EQUIVALENT EQUAL. AREAS OF THE SITE WHICH ARE TO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING GEOTEXTILE AND STONE SUB-BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH PERMANENT SEED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. THE APPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES 1.66A, 1.66B AND 1.66C OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, 2 TONS/ACRE OF FINELY GROUND AGRICULTURAL LIMESTONE AND THE PROPER FERTILIZER BASED ON THE TYPE OF SEEDING SHALL BE APPLIED TO EACH ACRE TO PROVIDE PLANT NUTRIENTS. AFTER SEEDING, EACH AREA SHALL BE MULCHED IMMEDIATELY. ALL RETENTION/DETENTION BASINS SHALL BE SODDED AT LEAST TO THE NORMAL WATER LINE. ALL EXPOSED AREAS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE SODDED, OTHER AREAS WITH SLOPES STEEPER THAN 4:1 SHALL BE SODDED. STRUCTURAL PRACTICES: EARTH DIKE - IF REQUIRED, AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE CONSTRUCTION SITE. THE REMAINING PORTION OF THE DIKE SHALL COLLECT RUNOFF FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN. SEDIMENT BASIN - A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON DRAINAGE AREA FOR THE SITE. ALL SEDIMENT COLLECTED IN THE BASIN MUST BE REMOVED FROM THE BASIN UPON COMPLETION OF CONSTRUCTION. SEDIMENT FROM THE BASIN MAY BE USED AS FILL ON THE SITE IF IT IS SUITABLE SOIL. WASTE DISPOSAL WASTE MATERIALS - ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A METAL DUMPSTER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE DUMPSTER. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITIES TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEK AND THE WASTE TAKEN TO AN APPROPRIATE LANDFILL. NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE. THE SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS. THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING WASTE MATERIAL PROCEDURES. HAZARDOUS WASTE - HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE MANUFACTURER. THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH HAZARDOUS WASTE MATERIALS. THESE PROCEDURES SHALL BE POSTED ON THE SITE. THE PERSON WHO MANAGES THE SITE SHALL BE RESPONSIBLE FOR ENFORCING THE PROCEDURES. SANITARY WASTE - SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY WASTE AT LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE. OFF-SITE TRACKING A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE SEDIMENT TRACKING OFFSITE. THE MAJOR ROAD CONNECTED TO THE PROJECT SHALL BE CLEANED ONCE A DAY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK RESULTING FROM CONSTRUCTION TRAFFIC. ALL TRUCKS HAULING MATERIALS OFFSITE SHALL BE COVERED WITH A TARPAULIN. DUST & DEBRIS CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG HAUL ROUTES AND ROADWAYS USED BY THE EQUIPMENT AND VEHICLES. THE CONTRACTOR SHALL ENSURE THAT EXCESSIVE DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED AREAS. THE CONTRACTOR MAY CONTROL DUST FOR EMBANKMENTS OR OTHER CLEARED OR UNSURFACED AREAS BY APPLYING WATER. INSTALL MULCH, SEED, SOD, OR TEMPORARY PAVING AS EARLY AS PRACTICAL. CONTROL DUST DURING STORAGE AND HANDLING OF DUSTY MATERIALS BY WETTING, COVERING, OR OTHER MEANS AS APPROVED BY THE ENGINEER. DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON THE PROJECT SITE. SIGNATURE AND DATE NAME AND TITLE, COMPANY / ADDRESS AND TELEPHONE NUMBER RESPONSIBILITY SITE DESCRIPTION PROJECT NAME AND LOCATION OCOEE PICKLEBALL CITY OF OCOEE, ORANGE COUNTY, FLORIDA *SEE COVER SHEET FOR LOCATION MAP OWNER/DEVELOPER NAME AND ADDRESS VASANT SPORTS LLC CONTACT: PHONE: PROJECT DESCRIPTION CONSTRUCTION OF PICKLEBALL FACILITY AND ASSOCIATED INFRASTRUCTURE ON A VACANT LOT. PROPERTY AREA: 6.07 ACRES DEVELOPABLE AREA: 6.07 ACRES CONTRIBUTING DRAINAGE AREA: 6.07 ACRES ULTIMATE RECEIVING LAKE OLYMPIA ACTIVITIES THAT REQUIRE EROSION CONTROL SITE CLEARING AND GRUBBING; PROVIDING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; EXCAVATION FOR THE RETENTION POND; SITE GRADING; INSTALLATION OF STORM WATER, SANITARY SEWER, AND WATER STRUCTURES; CURB, ROADWAYS, AND PARKING FACILITIES. *SEE PLANS FOR THE LOCATION OF TEMPORARY SEDIMENT BARRIERS AND OTHER EROSION CONTROL METHODS. SOIL PARAMETERS SOIL TYPES: DEWATERING DISCHARGE OF GROUNDWATER FROM DEWATERING OPERATIONS REQUIRES APPROVAL FROM FDEP AND THE APPLICABLE WATER MANAGEMENT DISTRICT. DISCHARGES DIRECTED TO THE COUNTY'S MS4 REQUIRES A RIGHT-OF-WAY UTILIZATION PERMIT FOR DEWATERING PRIOR TO THE START OF DISCHARGES. TO OBTAIN RIGHT-OF-WAY APPROVAL, COPIES OF THE FDEP PERMIT NOI, DOCUMENTATION SHOWING DEWATERING AT THE SITE IS NOT WITHIN 500 FT OF KNOWN CONTAMINATION, AND A DEWATERING PLAN SHALL BE SUBMITTED TO LAKE COUNTY PUBLIC WORKS. ANALYTICAL SAMPLING OF GROUNDWATER MAY BE REQUESTED BY LAKE COUNTY ON A CASE-BY-CASE BASIS TO CONFIRM SITE CONTAMINATION STATUS. SEQUENCE OF MAJOR ACTIVITIES THE ORDER OF CONSTRUCTION IS AS FOLLOWS: 1. PROVIDE STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCES AND OTHER EROSION CONTROL METHODS 3. CLEAR AND GRUB FOR SEDIMENT BASIN AND EARTH DIKE 4. CONSTRUCT EARTH DIKE AND SEDIMENT BASIN 5. FINISH CLEARING AND GRUBBING 6. REMOVE AND STORE TOPSOIL 7. PROVIDE INITIAL GRADING AS REQUIRED 8. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE 9. INSTALL UTILITIES, STORM SEWER, CURB AND GUTTER 10. INSTALL BASE TO ROAD AND PARKING AREA 11. FINISH GRADING ENTIRE SITE 12. CONSTRUCT FINAL PAVING 13. REMOVE ACCUMULATED SEDIMENT 14. REMOVE ANY ITEMS THAT ARE NOT REQUIRED TIMING OF CONTROL MEASURES THE INSTALLATION OF SILT FENCE (AND OTHER EROSION CONTROL MEASURES), A STABILIZED ENTRANCE AND SEDIMENT BASIN SHALL OCCUR PRIOR TO CLEARING AND GRUBBING ACTIVITY. AFTER CONSTRUCTION IS COMPLETE, THE ACCUMULATED SEDIMENT SHALL BE REMOVED AND THE AREAS SHALL BE REGRADED AND PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. HYDROLOGIC SOIL GROUP SUMMARY SOIL TYPE SOIL NAME RATING 7 CANDLER SAND, 0 TO 5 PERCENT SLOPES A 24 NARCOOSSEE FINE SAND, 0 TO 2 PERCENT SLOPES A P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 ST O R M W A T E R PO L L U T I O N PR E V E N T I O N P L A N OC O C E E P I C K L E B A L L C2.0 P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 ER O S I O N C O N T R O L DE T A I L S LOOPS SIZED FOR RECTANGULAR BAR 2"X1/4". LIFT FILTER BAG FROM INLET USING RECTANGULAR BAR FOR HANDLES. 2"X2"X3/4" RUBBER BLOCK (TYP) FRAME TO HOLD FILTER BAG IN PLACE 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT SECURE RECTANGULAR BAR TO OR UNDER SURROUNDING SURFACE. MAINTENANCE NOTES: 1.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2.REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY. 3.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 4.CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 5.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. NLET GRATE OC O C E E P I C K L E B A L L C2.1 TREE 1 16" CAMPHOR TREE 2 16" CAMPHOR TREE 3 8" OAK TREE 4 8" OAK TREE 5 10" OAK TREE 6 12" OAK TREE 7 10" OAK TREE 8 8" OAK TREE 9 12" OAK TREE 10 12" OAKTREE 11 12" OAK TREE 12 10" OAK TREE 13 8" OAKTREE 14 10" OAK TREE 15 15" OAK TREE 16 8" CAMPHOR TREE 17 14" OAK TREE 18 22" OAK TREE 19 12" OAK TREE 20 16" OAKTREE 21 8" CAMPHORTREE 22 14" OAK TREE 23 15" OAK TREE 24 18" OAK TREE 25 18" OAK TREE 26 18" OAK TREE 27 10" OAK TREE 28 12" CAMPHOR TREE 29 8" OAK TREE 30 8" BLACK CHERRY TREE 31 8" OAK TREE 32 24" OAK TREE 33 8" OAK TREE 34 10" OAK TREE 35 12" OAK TREE 36 10" OAK TREE 37 8" OAK TREE 38 8" OAK TREE 39 30" OAK TREE 40 12" OAK TREE 41 10" OAK TREE 42 14" OAKTREE 43 8" OAK TREE 44 8" CAMPHOR TREE 45 16" OAK TREE 46 10" PINE TREE 47 10" OAK TREE 48 8" CAMPHORTREE 49 12" OAKTREE 50 36" OAKTREE 51 22" OAKTREE 52 18" OAK TREE 53 18" OAK TREE 54 8" OAK TREE 55 20" OAK TREE 56 22" OAK TREE 57 8" OAK TREE 58 24" OAKTREE 59 8" OAK TREE 60 18" OAK TREE 61 18" OAKTREE 62 18" OAK TREE 63 30" OAK TREE 64 12" OAK TREE 65 34" OAKTREE 66 10" OAKTREE 67 6" OAK TREE 68 8" SPLIT OAK TREE 69 12" SPLIT CAMPHOR TREE 70 6" OAKTREE 71 12" OAK TREE 72 48" OAK TREE 73 12" SPLIT CAMPHOR TREE 74 24" OAK TREE 75 8" OAK TREE 76 8" OAK TREE 77 8" CAMPHOR TREE 78 14" OAK TREE 79 14" OAK TREE 81 10" OAK TREE 82 7" BLACK CHERRY TREE 83 41" OAK TREE 84 28" OAK TREE 85 6" BLACK CHERRY TREE 86 12" OAK TREE 87 14" OAKTREE 88 6" BLACK CHERRY TREE 89 6" OAKTREE 90 12" OAK TREE 91 8" CAMPHOR TREE 92 6" OAK TREE 93 14" OAK TREE 94 12" OAK TREE 95 14" SPLIT OAK TREE 96 13" OAK TREE 97 13" OAK TREE 98 12" OAK TREE 99 10" CAMPHOR TREE 100 12" OAK TREE 101 42" SPLIT OAK TREE 102 6" OAK TREE 103 16" OAK TREE 104 10" OAK TREE 105 14" OAK TREE 106 12" OAK TREE 107 18" OAKTREE 108 10" OAK TREE 109 12" OAK TREE 110 7" OAK TREE 111 16" CAMPHOR TREE 112 12" OAK TREE 113 24" OAK TREE 114 12" OAK TREE 115 6" OAK TREE 116 12" OAK TREE 117 14" OAK TREE 118 8" OAK TREE 119 12" OAK TREE 120 12" CAMPHORTREE 121 16" OAK TREE 122 16" OAK TREE 124 8" OAK TREE 125 6" OAK TREE 126 6" OAK TREE 127 8" OAKTREE 128 18" CAMPHOR TREE 129 9" OAK TREE 130 8" OAK TREE 131 8" OAK TREE 132 7" OAK TREE 133 8" BLACK CHERRYTREE 134 6" OAK TREE 135 8" BLACK CHERRY TREE 136 8" OAK TREE 137 12" OAK TREE 138 12" OAK TREE 139 36" OAK TREE 140 12" OAK TREE 141 6" OAK TREE 142 20" OAK TREE 143 8" OAK TREE 144 8" OAK TREE 145 12" OAK TREE 146 12" OAK TREE 147 18" OAK TREE 148 12" OAK TREE 149 16" OAK TREE 150 22" OAK TREE 152 12" OAK TREE 153 12" OAK TREE 154 8" OAKTREE 155 8" OAK TREE 156 14" OAK TREE 157 18" OAK TREE 158 14" PINE TREE 159 14" OAK TREE 160 12" SPLIT CAMPHOR TREE 161 14" OAKTREE 162 18" OAKTREE 163 10" OAK TREE 164 14" OAK TREE 165 12" OAKTREE 166 12" OAK TREE 167 8" OAKTREE 168 14" OAK TREE 169 14" OAK TREE 170 10" OAK TREE 171 14" OAK TREE 172 12" CAMPHOR TREE 173 12" OAK TREE 174 10" OAK TREE 175 12" OAKTREE 176 8" OAKTREE 177 8" OAKTREE 178 24" PINE TREE 179 12" OAK TREE 180 10" OAK TREE 181 6" OAK TREE 182 8" OAK TREE 183 10" OAK TREE 184 10" OAK TREE 185 10" CAMPHOR TREE 186 12" OAK TREE 187 12" OAK TREE 188 12" OAK TREE 189 10" OAK TREE 190 12" OAK TREE 191 12" OAK TREE 192 8" OAK TREE 193 6" OAK TREE 194 12" PINE TREE 195 7" OAK TREE 196 7" OAK TREE 197 14" PINE TREE 198 8" OAKTREE 199 16" PINE TREE 200 8" BLACK CHERRY TREE 201 10" OAKTREE 202 8" OAK TREE 203 14" PINE TREE 204 14" OAK TREE 205 12" OAK TREE 206 10" BLACK CHERRY TREE 207 6" OAK TREE 208 10" OAKTREE 209 12" OAKTREE 210 6" CAMPHORTREE 211 14" OAKTREE 212 8" OAKTREE 213 8" OAK TREE 214 30" OAKTREE 215 12" OAK TREE 216 10" OAK TREE 217 8" OAKTREE 218 8" OAK TREE 219 10" OAK TREE 220 18" OAK TREE 221 6" CAMPHOR TREE 222 8" OAK TREE 223 12" OAK TREE 224 12" OAK TREE 225 12" OAK TREE 226 20" OAK TREE 227 8" OAK TREE 228 6" BLACK CHERRY TREE 229 6" BLACK CHERRY TREE 230 14" OAKTREE 231 18" OAK TREE 232 12" OAK TREE 233 14" OAK TREE 234 10" OAK TREE 235 6" OAK TREE 236 16" OAK TREE 237 22" OAK TREE 238 12" OAK TREE 239 8" OAK TREE 240 16" BLACK CHERRY TREE 241 6" BLACK CHERRYTREE 242 18" OAK TREE 243 8" OAKTREE 244 8" BLACK CHERRY TREE 245 18" OAK TREE 246 10" OAK TREE 247 12" OAK TREE 248 8" OAK TREE 249 12" OAK TREE 250 6" OAK TREE 251 10" OAK TREE 252 14" PINE TREE 253 6" OAK TREE 254 6" OAK TREE 255 8" OAK TREE 256 10" OAKTREE 257 8" OAK TREE 258 6" OAKTREE 259 7" OAK TREE 260 8" OAKTREE 261 12" OAK TREE 262 12" OAK TREE 263 6" OAK TREE 264 24" OAK TREE 265 12" OAK TREE 266 14" OAK TREE 267 16" OAK TREE 268 6" OAK TREE 269 22" OAK TREE 270 7" OAKTREE 271 16" OAKTREE 272 6" OAK TREE 273 22" OAK TREE 274 8" OAK TREE 275 14" PINE TREE 276 10" OAK TREE 277 14" PINE TREE 278 22" OAK TREE 279 20" OAK TREE 280 16" OAK TREE 281 7" MAGNOLIATREE 282 14" OAK TREE 283 24" OAKTREE 284 24" OAK TREE 285 6" OAK TREE 286 8" CAMPHOR TREE 287 6" OAKTREE 288 8" OAK TREE 289 18" OAK TREE 290 18" OAK TREE 291 10" OAK TREE 292 12" OAK TREE 293 16" PINE TREE 294 6" BLACK CHERRY TREE 295 12" CAMPHOR TREE 296 14" OAK TREE 297 14" PINE TREE 299 10" OAK TREE 300 8" OAK TREE 301 10" OAK TREE 302 12" OAK TREE 303 12" OAK TREE 304 11" CAMPHOR TREE 306 8" OAK TREE 307 8" OAK TREE 308 10" OAK TREE 309 8" OAK TREE 310 10" OAKTREE 311 14" OAK TREE 312 26" OAK TREE 313 26" OAK TREE 314 18" OAK TREE 315 24" OAK TREE 316 20" OAK TREE 317 12" OAK TREE 318 12" OAKTREE 319 7" OAKTREE 320 12" OAK TREE 321 8" OAK TREE 322 8" OAK TREE 323 14" OAK TREE 324 8" OAK TREE 325 10" OAK TREE 326 8" OAK TREE 327 24" OAK TREE 328 8" OAK TREE 329 10" OAK TREE 330 8" CAMPHOR TREE 331 14" BLACK CHERRYTREE 332 8" OAK TREE 333 6" OAK TREE 334 10" OAK TREE 336 18" OAK TREE 337 6" BLACK CHERRYTREE 338 10" PINETREE 339 10" OAKTREE 340 8" OAK TREE 341 10" BLACK CHERRY TREE 342 10" PINE TREE 343 8" OAK TREE 344 14" CAMPHOR TREE 345 6" OAK TREE 346 6" OAK TREE 347 12" OAK TREE 348 8" OAK TREE 349 6" OAK TREE 350 10" OAK TREE 351 6" BLACK CHERRYTREE 353 6" OAK TREE 354 8" OAK TREE 355 8" OAK TREE 356 10" OAK TREE 357 10" OAK TREE 358 12" SPLIT OAK TREE 359 14" PINE TREE 360 14" OAKTREE 361 16" PINE TREE 362 8" OAK TREE 363 12" OAK TREE 364 6" OAKTREE 365 6" OAK TREE 366 14" PINE TREE 367 14" PINE TREE 368 10" SPLIT OAK TREE 369 10" OAK TREE 370 8" OAKTREE 371 14" OAK TREE 372 16" PINE TREE 373 12" PINE TREE 374 14" OAK TREE 375 8" OAK TREE 376 12" OAK TREE 377 12" OAK TREE 378 6" BLACK CHERRY TREE 379 16" OAK TREE 380 18" OAKTREE 381 12" OAK TREE 382 10" SPLIT OAK TREE 383 14" OAK TREE 384 7" OAK TREE 385 10" CAMPHORTREE 386 14" BLACK CHERRYTREE 387 14" OAK TREE 388 12" OAK TREE 389 12" OAK TREE 390 8" OAK TREE 391 8" OAK TREE 392 8" OAKTREE 393 12" OAK TREE 394 10" OAK TREE 395 14" OAK TREE 396 12" OAK TREE 397 26" OAK TREE 398 20" OAK TREE 399 12" OAK TREE 400 10" OAK TREE 401 18" OAK TREE 402 22" OAK TREE 403 18" OAK TREE 404 10" SPLIT OAK TREE 405 8" OAK TREE 406 12" OAK TREE 407 12" OAKTREE 408 8" OAK TREE 409 8" OAK TREE 410 14" OAK TREE 412 12" OAK TREE 413 8" OAKTREE 414 8" OAK TREE 415 12" OAK TREE 416 12" OAK TREE 417 14" OAK TREE 418 14" OAK TREE 419 11" OAK TREE 420 8" OAK TREE 421 12" OAK TREE 422 12" OAKTREE 423 8" OAK TREE 424 12" OAK TREE 425 14" PINE TREE 426 10" OAK TREE 427 10" OAK TREE 428 12" OAK TREE 429 14" OAK TREE 430 10" OAK TREE 431 10" OAK TREE 432 12" SPLIT OAK TREE 433 12" OAK TREE 434 12" OAK TREE 435 10" OAK TREE 436 12" OAK TREE 437 12" OAK TREE 438 16" OAKTREE 439 16" OAK TREE 440 20" OAK TREE 441 14" OAK TREE 442 12" OAKTREE 443 7" BLACK CHERRYTREE 444 7" OAK TREE 445 14" OAK TREE 448 10" OAK TREE 449 12" OAK TREE 450 6" OAK TREE 451 12" OAKTREE 452 12" OAK TREE 453 12" OAKTREE 454 12" OAK TREE 455 15" OAK TREE 456 12" OAK TREE 457 10" OAK TREE 458 10" OAK TREE 459 6" OAK TREE 460 22" OAK TREE 461 12" OAK TREE 462 16" PINE TREE 463 16" PINE TREE 464 12" OAK TREE 465 10" OAK TREE 466 10" OAK TREE 467 7" OAKTREE 468 12" CAMPHOR TREE 469 10" CAMPHOR TREE 470 8" SPLIT OAK TREE 471 14" OAK TREE 472 14" OAK TREE 473 22" OAK TREE 474 7" CAMPHOR TREE 475 12" OAK TREE 476 7" OAK TREE 477 7" OAK TREE 479 7" OAK TREE 480 20" OAK TREE 481 22" OAK TREE 482 10" CAMPHOR TREE 483 8" OAK TREE 484 8" OAKTREE 485 6" OAKTREE 486 12" SPLIT CAMPHOR TREE 487 10" SPLIT CAMPHOR TREE 488 12" BLACK CHERRY TREE 489 12" OAK TREE 490 20" SPLIT CAMPHORTREE 491 6" CAMPHOR TREE 492 6" OAK TREE 493 8" CAMPHOR TREE 494 24" OAK TREE 495 18" OAKTREE 496 8" OAKTREE 497 20" OAK TREE 498 8" OAK TREE 499 8" OAK TREE 500 10" OAK TREE 501 18" OAK TREE 502 14" OAK TREE 503 32" OAK TREE 504 30" OAK TREE 505 10" CAMPHOR TREE 506 18" OAK TREE 507 10" CAMPHORTREE 508 16" PINE TREE 509 6" BLACK CHERRY TREE 510 9" MAGNOLIA TREE 511 18" OAK TREE 512 20" OAK TREE 513 8" OAK TREE 514 10" OAK TREE 515 10" OAK TREE 516 12" BLACK CHERRY TREE 517 8" OAK TREE 518 10" BLACK CHERRYTREE 519 6" OAK TREE 520 6" OAK TREE 521 9" OAK TREE 522 6" OAK TREE 523 6" OAKTREE 524 12" PINE TREE 526 18" OAKTREE 527 12" PINETREE 528 14" PINE TREE 529 6" OAK TREE 530 14" OAK TREE 531 6" OAK TREE 532 6" OAK TREE 533 14" PINE TREE 535 6" OAK TREE 536 10" OAK TREE 538 12" PINE TREE 539 18" OAK TREE 540 11" OAK TREE 541 14" OAK TREE 542 10" OAK TREE 543 10" OAK TREE 544 20" OAK TREE 545 12" OAK TREE 546 14" OAK TREE 547 10" OAK TREE 548 8" OAK TREE 549 8" OAK TREE 550 10" OAK TREE 551 16" PINE TREE 552 18" OAK TREE 553 10" OAK TREE 554 12" OAK TREE 555 8" OAKTREE 556 13" OAK TREE 557 6" OAK TREE 558 10" OAK TREE 559 12" OAK TREE 560 12" OAK TREE 561 10" OAK TREE 562 10" OAK TREE 563 12" OAK TREE 564 12" OAK TREE 565 12" OAK TREE 566 10" OAK TREE 567 8" OAK TREE 568 8" OAK TREE 569 16" PINE TREE 570 12" OAK TREE 571 6" OAK TREE 572 10" OAK TREE 573 12" OAK TREE 574 12" OAK TREE 575 6" OAKTREE 576 16" PINE TREE 577 12" OAK TREE 578 8" OAK TREE 579 8" BLACK CHERRY TREE 580 10" OAK TREE 581 10" OAK TREE 583 26" OAK TREE 584 10" OAK TREE 585 12" OAK TREE 586 8" OAK TREE 587 6" OAK TREE 588 14" OAK TREE 589 8" OAK TREE 590 8" OAK TREE 591 8" OAK TREE 592 16" OAK TREE 593 6" OAK TREE 594 14" OAK TREE 595 10" OAK TREE 596 6" BLACK CHERRY TREE 597 10" OAK TREE 598 8" OAK TREE 599 10" OAKTREE 600 12" OAK TREE 601 18" OAK TREE 602 16" PINE TREE 603 16" PINETREE 604 12" PINE TREE 605 18" OAK TREE 606 6" OAK TREE 607 16" PINE TREE 608 10" OAK TREE 609 14" PINE TREE 610 6" OAK TREE 611 6" OAK TREE 612 6" OAK TREE 613 8" CAMPHOR TREE 614 6" CAMPHOR TREE 615 6" OAK TREE 616 14" OAK TREE 617 8" BLACK CHERRY TREE 618 6" BLACK CHERRY TREE 619 6" OAK TREE 620 16" PINE TREE 621 6" OAK TREE 622 6" OAK TREE 623 16" PINE TREE 624 16" PINE TREE 625 6" BLACK CHERRY TREE 626 18" OAKTREE 627 18" OAK TREE 628 16" PINE TREE 629 18" OAK TREE 630 8" PINE TREE 631 8" PINE TREE 632 6" OAK TREE 633 8" OAK TREE 634 14" OAK TREE 635 14" OAK TREE 636 8" OAK TREE 637 12" OAKTREE 638 24" OAK TREE 639 24" OAK TREE 640 8" OAK TREE 641 6" OAKTREE 642 14" OAK TREE 643 8" OAKTREE 644 6" CAMPHOR TREE 645 10" OAK TREE 646 12" OAK TREE 647 8" CAMPHOR TREE 648 12" OAK TREE 649 12" OAK TREE 650 18" OAK TREE 651 12" OAK TREE 652 12" OAK TREE 653 14" OAK TREE 654 6" OAK TREE 655 10" OAK TREE 656 10" OAK TREE 657 6" OAKTREE 658 6" OAK TREE 659 6" OAK TREE 660 14" OAK TREE 661 11" OAK TREE 662 24" OAK TREE 663 24" OAK TREE 664 9" OAK TREE 665 16" OAK TREE 666 12" OAK TREE 667 8" BLACK CHERRY TREE 668 18" OAK TREE 669 18" OAK TREE 670 12" OAK TREE 582 32" OAK TREE 80 10" CAMPHOR TREE 305 6" OAK TREE 298 8" OAK TREE 123 8" OAKTREE 151 12" OAK TREE 335 12" BLACK CHERRY TREE 478 7" OAK TREE 447 8" OAK TREE 525 6" BLACK CHERRY TREE 446 12" OAK TREE 534 14" OAK TREE 537 14" PINE TREE 352 10" PINE TREE 411 12" OAK PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) WALL (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X XX X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WALL (TYP.) PROPERTY LINE (TYP.) FLOODPLAIN FLOODPLAIN TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) PROPERTY LINE (TYP.) WALL(TYP.) FLOODPLAIN FLOODPLAIN FLOODPLAIN FLOODPLAIN WALL(TYP.) WALL(TYP.) WALL(TYP.) PROPERTY LINE (TYP.) JA C O B N A T H A N B L V D . MATTHEW PARIS BLVD. S D D W VW V W VW V W V S W V W V W VW V W VW V W VW V R V R V E E E S W VW V W VW V LEGEND P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E EX I S T I N G CO N D I T I O N S - DE M O L I T I O N P L A N NORTH NOTES: Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O C E E P I C K L E B A L L C3.0 MOVEABLE BLEACHERS MOVEABLE BLEACHERS INDOOR COURTS VIEWING ELEV. LOCKERS SAUNA KITCHEN/BOH RECEPTION/ LOBBY INDOOR DINING 1,950 S.F. OUTDOOR DINING DECK 1,500 S.F. 2,000 S.F. SAUNA MECH LOCKERS RR PRO SHOP 349 S.F. STORAGE INDOOR COURTS INDOOR COURTS STORAGE STORAGE BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES UP TO 76 TOTAL IN VARYING SIZES UP TO 80 TOTAL IN VARYING SIZES CAPACITY 10-12 CAPACITY 10-12 BAR BAR FOOD SERVICE/DRINK BAR VIEWING AREA VIEWING AREA INDOOR COURTS PRE-FUNCTION PATIO OPEN SPACE PANTRY COOLER KITCHEN FR E E Z E R FR E E Z E R WOMENS MENS OPEN SPACE MECH ELEV. ELECTRICAL AV/MEDIA 3,026 S.F.2,966 S.F. EA S T JA C O B N A T H A N B L V D . MATTHEW PARIS BLVD. E E E 10 99 77 88 88 77 77 77 8 2 10 10 2 8 BUILDING 1 55,705 SF 15 COURTS BUILDING 2 22,072 SF 10 COURTS 10 10 BUILDING 3 10,983 SF CHAMPIONSHIP COURT OPEN SPACE P R O F E S SIONA L E N GINEER « « « CHRIS T O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F F LOR I D A L I C E NS E SI T E P L A N Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 SITE DATA: PROVIDED PARKING: OC O C E E P I C K L E B A L L C4.0 NORTH MOVEABLE BLEACHERS INDOOR COURTS VIEWING ELEV. LOCKERS SAUNA KITCHEN/BOH RECEPTION/ LOBBY INDOOR DINING 1,950 S.F. OUTDOOR DINING DECK 1,500 S.F. 2,000 S.F. SAUNA MECH LOCKERS RR PRO SHOP 349 S.F. STORAGE INDOOR COURTS INDOOR COURTS STORAGE STORAGE BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES UP TO 76 TOTAL IN VARYING SIZES UP TO 80 TOTAL IN VARYING SIZES CAPACITY 10-12 CAPACITY 10-12 BAR BAR FOOD SERVICE/DRINK BAR VIEWING AREA VIEWING AREA JA C O B N A T H A N B L V D . MATTHEW PARIS BLVD. S D W VW V S R V R V W VW V W VW V LEGEND P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E OC O C E E P I C K L E B A L L PA V I N G G R A D I N G AN D D R A I N A G E P L A N C5.0 NORTH Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 POSITIVE DRAINAGE FLOW PATTERNS ARE TO BE MAINTAINED AT ALL PHASES OF THE PROJECT. NO ADVERSE IMPACTS OR PONDING CAN OCCUR TO ADJACENT PROPERTIES OR TO CITY OF OCOEE ROW MOVEABLE BLEACHERS INDOOR COURTS PRE-FUNCTION PATIO OPEN SPACE PANTRY COOLER KITCHEN FR E E Z E R FR E E Z E R WOMENS MENS OPEN SPACE MECH ELEV. ELECTRICAL AV/MEDIA 3,026 S.F.2,966 S.F. EA S T D W VW V W V W V W V W VW V W VW V W VW V E E E S LEGEND P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 ALL LOWEST FINISH FLOOR ELEVATIONS SHALL BE A MINIMUM 24” ABOVE THE ADJACENT ROAD CROWN POSITIVE DRAINAGE FLOW PATTERNS ARE TO BE MAINTAINED AT ALL PHASES OF THE PROJECT. NO ADVERSE IMPACTS OR PONDING CAN OCCUR TO ADJACENT PROPERTIES OR TO OSCEOLA COUNTY'S ROW OC O C E E P I C K L E B A L L PA V I N G G R A D I N G AN D D R A I N A G E P L A N C5.1 NORTH MOVEABLE BLEACHERS MOVEABLE BLEACHERS INDOOR COURTS VIEWING ELEV. LOCKERS SAUNA KITCHEN/BOH RECEPTION/ LOBBY INDOOR DINING 1,950 S.F. OUTDOOR DINING DECK 1,500 S.F. 2,000 S.F. SAUNA MECH LOCKERS RR PRO SHOP 349 S.F. STORAGE INDOOR COURTS INDOOR COURTS STORAGE STORAGE BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES UP TO 76 TOTAL IN VARYING SIZES UP TO 80 TOTAL IN VARYING SIZES CAPACITY 10-12 CAPACITY 10-12 BAR BAR FOOD SERVICE/DRINK BAR VIEWING AREA VIEWING AREA INDOOR COURTS PRE-FUNCTION PATIO OPEN SPACE PANTRY COOLER KITCHEN FR E E Z E R FR E E Z E R WOMENS MENS OPEN SPACE MECH ELEV. ELECTRICAL AV/MEDIA 3,026 S.F.2,966 S.F. EA S T JA C O B N A T H A N B L V D . MATTHEW PARIS BLVD. S D D W VW V W VW V W V S W V W V W VW V W VW V W VW V R V R V E E E S W VW V W VW V LEGEND P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E OC O C E E P I C K L E B A L L UT I L I T Y P L A N C6.0 NORTH Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 NOTES: P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 GE N E R A L CO N S T R U C T I O N DE T A I L S STOP STOP SIGN N.T.S. ACCESSIBLE PARKING SYMBOL N.T.S. TYPICAL HANDICAP STRIPING N.T.S. OC O C E E P I C K L E B A L L C7.0 P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 GE N E R A L CO N S T R U C T I O N DE T A I L S OC O C E E P I C K L E B A L L C7.1 JA C O B N A T H A N B L V D . MATTHEW PARIS BLVD. S D D W VW V W VW V W V S W V W V W VW V W VW V W VW V R V R V E E E S W VW V W VW V P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F F LO R I D A L I C E NS E FI R E T R U C K RO U T I N G P L A N Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O C E E P I C K L E B A L L C8.0 NORTH 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 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0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 9 1. 0 1. 1 1. 2 1. 2 1. 3 1. 4 1. 4 1. 3 1. 2 1. 2 1. 1 1. 1 1. 0 0. 9 0. 7 0. 5 0. 4 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 9 1. 0 1. 1 1. 2 1. 2 1. 4 1. 5 1. 5 1. 4 1. 3 1. 2 1. 1 1. 0 1. 0 0. 9 0. 7 0. 5 0. 4 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 9 1. 0 1. 1 1. 2 1. 3 1. 4 1. 6 1. 6 1. 5 1. 4 1. 2 1. 1 1. 1 1. 0 0. 8 0. 6 0. 5 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 9 1. 1 1. 2 1. 3 1. 4 1. 6 1. 8 1. 9 1. 7 1. 5 1. 3 1. 3 1. 2 1. 0 0. 8 0. 6 0. 5 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 1. 0 1. 2 1. 3 1. 4 1. 5 1. 7 2. 0 2. 1 1. 8 1. 6 1. 5 1. 4 1. 3 1. 1 0. 9 0. 7 0. 5 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 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1. 1 1. 2 1. 4 1. 5 1. 5 1. 4 1. 3 1. 2 1. 1 1. 0 0. 9 0. 8 0. 6 0. 4 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 8 0. 9 1. 0 1. 1 1. 1 1. 3 1. 4 1. 4 1. 3 1. 2 1. 1 1. 0 0. 9 0. 9 0. 7 0. 6 0. 4 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 0. 8 0. 9 1. 0 1. 0 1. 1 1. 2 1. 2 1. 1 1. 1 1. 0 0. 9 0. 9 0. 8 0. 7 0. 6 0. 4 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 0. 7 0. 8 0. 8 0. 8 0. 9 1. 0 1. 0 0. 9 0. 9 0. 8 0. 8 0. 8 0. 7 0. 6 0. 5 0. 4 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 6 0. 6 0. 6 0. 6 0. 6 0. 7 0. 7 0. 7 0. 7 0. 7 0. 6 0. 6 0. 6 0. 6 0. 5 0. 5 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 4 0. 4 0. 4 0. 4 0. 5 0. 5 0. 5 0. 5 0. 5 0. 5 0. 5 0. 4 0. 4 0. 4 0. 4 0. 4 0. 3 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 3 0. 2 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 SL A 2 MH : 3 0 SL A 2 MH : 3 0 SL B 2 MH : 3 0 SL B 2 MH : 3 0 JACOB NATHAN BLVD. MA T T H E W P A R I S B L V D . S D D W V W V W V W V W V S W VW V W V W V W V W V W V W V R V R V EEE S W V W V W V W V Landreth Lighting Luminaire Schedule Symbol [MANUFAC]Qty Label Arrangement Description LLF Lum. Watts Lum. Lumens BUG Rating Lithonia Lighting 2 SLA2 Back-Back DSX0 LED P7 40K 70CRI T5W MVOLT RPA NLTAIR2 PIRH FINISH TBD; MOUNTED @ 30' AFG ON A ROUND TAPERED DIRECT BURY ALUMINUM POLE 1.000 170.81 21557 B5-U0-G3 Lithonia Lighting 2 SLB2 Back-Back DSX0 LED P7 40K 70CRI T5M MVOLT RPA NLTAIR2 PIRH FINISH TBD; MOUNTED @ 30' AFG ON A ROUND TAPERED DIRECT BURY ALUMINUM POLE 1.000 170.81 21214 B5-U0-G3 Landreth Lighting Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Property Boundary Illuminance Fc 0.1 0.5 0.0 N.A.N.A. Parking Lot Illuminance Fc 1.5 2.7 0.6 2.6 4.5 P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 Pl o t t e d B y : Le p p e r t , C h r i s S h e e t S e t : Oc o e e P i c k l e b a l l C o n s t r u c t i o n P l a n s L a y o u t : C9 . 0 L I G H T I N G P L A N Au g u s t 2 1 , 2 0 2 5 0 1 : 2 8 : 5 6 p m K: \ o r l _ c i v i l \ 2 4 9 5 0 3 0 0 0 - o c o e e p i c k l e b a l l c o m p l e x \ C A D D \ C O N S T \ p l a n s h e e t s \ C 9 . 0 - C 9 . 1 - L I G H T I N G . d w g OC O C E E P I C K L E B A L L LI G H T I N G P L A N CH R I S T O P H E R L E P P E R T , P . E . FL O R I D A L I C E N S E N U M B E R FL O R I D A CI T Y O F G R O V E L A N D 90 2 0 0 C9.0 24 9 5 0 3 0 0 0 02 / 0 7 / 2 0 2 5 02 / 0 7 / 2 0 2 5 NO R T H ## # ## # ## # P R O F E S SIONA L E N GINEER « « « CHRI ST O P H E R CLAY LEP P E R T No . 9 0 2 0 0 ST A T E O F FLO R I D A L I C E NS E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 Pl o t t e d B y : Le p p e r t , C h r i s S h e e t S e t : Oc o e e P i c k l e b a l l C o n s t r u c t i o n P l a n s L a y o u t : C9 . 1 L I G H T I N G D E T A I L S Au g u s t 2 1 , 2 0 2 5 0 1 : 2 8 : 5 7 p m K: \ o r l _ c i v i l \ 2 4 9 5 0 3 0 0 0 - o c o e e p i c k l e b a l l c o m p l e x \ C A D D \ C O N S T \ p l a n s h e e t s \ C 9 . 0 - C 9 . 1 - L I G H T I N G . d w g OC O C E E P I C K L E B A L L LI G H T I N G D E T A I L S CH R I S T O P H E R L E P P E R T , P . E . FL O R I D A L I C E N S E N U M B E R FL O R I D A CI T Y O F G R O V E L A N D 90 2 0 0 C9.1 24 9 5 0 3 0 0 0 02 / 0 7 / 2 0 2 5 02 / 0 7 / 2 0 2 5 ## # ## # ## # MOVEABLE BLEACHERS MOVEABLE BLEACHERS INDOOR COURTS VIEWING ELEV. LOCKERS SAUNA KITCHEN/BOH RECEPTION/ LOBBY INDOOR DINING 1,950 S.F. OUTDOOR DINING DECK 1,500 S.F. 2,000 S.F. SAUNA MECH LOCKERS RR PRO SHOP 349 S.F. STORAGE INDOOR COURTS INDOOR COURTS STORAGE STORAGE BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES UP TO 76 TOTAL IN VARYING SIZES UP TO 80 TOTAL IN VARYING SIZES CAPACITY 10-12 CAPACITY 10-12 BAR BAR FOOD SERVICE/DRINK BAR VIEWING AREA VIEWING AREA INDOOR COURTS PRE-FUNCTION PATIO OPEN SPACE PANTRY COOLER KITCHEN FR E E Z E R FR E E Z E R WOMENS MENS OPEN SPACE MECH ELEV. ELECTRICAL AV/MEDIA 3,026 S.F.2,966 S.F. EA S T S D D W VW V W VW V W V S W V W V W VW V W VW V W VW V R V R V E E E S W VW V W VW V X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EA S T B U F F E R : 5 8 7 L F PE R S E C . 6 . 1 0 . D . 4 10 ' W I D T H M I N . , 3 ' H T . M I N . H E D G E RE Q U I R E D : 3 ' H T M I N . H E D G E PR O V I D E D : 3 ' H T M I N . H E D G E SOUTH BUFFER: 387 LF PER SEC. 6.10.D.4 10' WIDTH MIN., 1 TREE PER 50 LF, 3' HT. MIN. HEDGE REQUIRED: 8 TREES, 3' HT MIN. HEDGE PROVIDED: 8 TREES, 3' HT MIN. HEDGE NORTH BUFFER: 386 LF PER SEC. 6.10.D.4 10' WIDTH MIN., 1 TREE PER 50 LF, 3' HT. MIN. HEDGE REQUIRED: 8 TREES, 3' HT MIN. HEDGE PROVIDED: 8 TREES, 3' HT MIN. HEDGE PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) MATTHEW PARIS BLVD. JA C O B N A T H A N B L V D . OPEN SPACE SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONT CAL SIZE CANOPY TREE AA 31 AUTUMN FLAME RED MAPLE STRAIGHT, SINGLE LEADER, FL #1 ACER RUBRUM 'AUTUMN FLAME'FG 3" CAL MIN 12` HT., 4` SPR. MB 12 BRACKEN'S BEAUTY SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FL #1 MAGNOLIA GRANDIFLORA 'BRACKENS BROWN BEAUTY'FG 3" CAL MIN 12` HT., 4` SPR. QV 8 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FL #1 QUERCUS VIRGINIANA FG 3" CAL MIN 12` HT., 4` SPR. UA 23 WINGED ELM STRAIGHT, SINGLE LEADER, FL #1 ULMUS ALATA FG 3" CAL MIN 12` HT., 4` SPR. UNDERSTORY TREES IC 7 DAHOON HOLLY STRAIGHT, SINGLE LEADER, FL #1 ILEX CASSINE FG 2.5" CAL MIN 8` HT., 4` SPR. MC 9 WAX MYRTLE MULTI-LEADER, 3-TRUNK MIN, FL #1 MYRICA CERIFERA FG 2.5" CAL MIN 8` HT., 4` SPR. SS 12 CABBAGE PALMETTO STRAIGHT, SLICK HURRICANE CUT, FL #1 SABAL PALMETTO FG -12` CT SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE SPACING SHRUBS CA 287 AMERICAN BEAUTYBERRY FULL CALLICARPA AMERICANA 5 GAL 30" HT 30" OC IN 267 DWARF YAUPON HOLLY FULL ILEX VOMITORIA 'NANA'7 GAL 36" HT 36" OC IP 152 FLORIDA ANISE FULL ILLICIUM FLORIDANUM 5 GAL 30" HT 30" OC VO 299 WALTER'S VIBURNUM FULL VIBURNUM OBOVATUM 7 GAL 36" HT 36" OC SHRUB AREAS MC2 36 PINK MUHLY GRASS FULL MUHLENBERGIA CAPILLARIS 3 GAL 24" HT 30" OC SR 39 SAW PALMETTO FULL SERENOA REPENS 3 GAL 24" HT 30" OC GROUND COVERS AR 80 PURPLE WIREGRASS FULL ARISTIDA RAMOSA 1 GAL 18" FULL 18" OC AT 741 BUTTERFLY MILKWEED FULL ASCLEPIAS TUBEROSA 1 GAL 12" HT.12" OC DV 268 AFRICAN IRIS FULL DIETES VEGETA 1 GAL 18" FULL 18" OC GA 117 BLANKET FLOWER GAILLARDIA ARISTATA 3 GAL 24" HT.24" OC LM 246 LILYTURF FULL LIRIOPE MUSCARI 1 GAL 12" HT.24" OC RH 117 BLACK-EYED SUSAN FULL RUDBECKIA HIRTA 3 GAL 24" HT.24" OC TA 375 ASIATIC JASMINE FULL TRACHELOSPERMUM ASIATICUM 1 GAL 12" HT.18" OC ZF 127 FLORIDA COONTIE FULL ZAMIA FLORIDANA 3 GAL 24" HT.24" OC PLANT SCHEDULE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O E E P I C K L E B A L L MA S S G R A D I N G OV E R A L L LA N D S C A P E P L A N L1.00 Know what'sbelow. Callbefore you dig. CALL 2 WORKING DAYS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. LANDSCAPE CALCULATIONS PER "CITY OF OCOEE" LAND DEVELOPMENT CODE REQUIRED PROVIDED LANDSCAPE BUFFER ADJACENT TO PUBLIC R-O-W 10' MIN. WIDTH, MIN. 3' HEIGHT HEDGE ADJACENT TO OTHER PROPERTIES 10' MIN. WIDTH, MIN. 3' HEIGHT HEDGE, 1 TREE PER 50 LF SECTION 06.10.D.3 EAST BUFFER: 587 LF 10' MIN. WIDTH, MIN. 3' HEIGHT HEDGE NORTH BUFFER: 387 LF 10' MIN. WIDTH, 8 TREES, 3' MIN. HEDGE SOUTH BUFFER: 387 LF 10' MIN. WIDTH, 8 TREES, 3' MIN. HEDGE EAST BUFFER: 587 LF 10' MIN. WIDTH, MIN. 3' HEIGHT HEDGE, NORTH BUFFER: 387 LF 10' MIN. WIDTH, 8 TREES, 3' MIN. HEDGE SOUTH BUFFER: 387 LF 10' MIN. WIDTH, 8 TREES, 3' MIN. HEDGE NATIVE PLANT CALCULATIONS 40% OF TOTAL NUMBER OF INDIVIDUAL PLANTS FROM EACH CATEGORY TO BE SELECTED FROM LIST OF NATIVE SPECIES SECTION 06.10.G.1 TREES: 102 TOTAL 102 X 40% = 41 REQUIRED SHRUBS: 1,080 TOTAL 1,080 X 40% = 432 REQUIRED GROUNDCOVERS: 2,071 TOTAL 2,071 X 40% = 828 REQUIRED TREES: 102 NATIVE TOTAL (100%) SHRUBS: 1,080 NATIVE TOTAL (44%) GROUNDCOVERS: 2,071 NATIVE TOTAL (51%) VUA LANDSCAPE 1 SHADE TREE PER ISLAND 5 SHRUBS PER ISLAND SECTION 06.10.D.1 06.10.D.6 23 LANDSCAPE ISLANDS X 1 TREE = 23 TREES REQUIRED 5 SHRUBS X 23 ISLANDS = 115 SHRUBS REQUIRED 32 ISLAND TREES +115 SHRUBS NORTH L1.01 L1.02 LANDSCAPE NOTES: 1.ALL LANDSCAPE MATERIAL TO BE FLORIDA GRADE #1 OR BETTER QUALITY 2.ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. 3.ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 4.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5.ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6.ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 7.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES ADJACENT TO THE WORK AREA 2) TO PROTECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE WARRANTY PERIOD. 11.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 12.THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR WARRANTY PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 13.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14.ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES, AND SHALL BE FLORIDA NO. 1 OR BETTER AS GIVEN IN "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II," STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE. 15.ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BE REMOVED FROM SITE, INCLUDING ROOT BALLS TO THE EXTENT POSSIBLE WITH NO DAMAGE TO ADJACENT EXISTING TREES. 16.ALL LANDSCAPE AREAS WILL BE PROVIDED WITH PERMANENT AUTOMATIC IRRIGATION SYSTEM. 17.TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS "ESTABLISHED" (AS APPROVED BY THE LANDSCAPE ARCHITECT). 18.ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BE CONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARY TO MEET THE MOST STRINGENT SPECIFICATION. 19.ALL PLANTED LANDSCAPE AREAS TO HAVE 3" DEEP DESIGNER BROWN HARDWOOD MULCH TO FULLY COVER DRIP IRRIGATION & AMENDED SOILS. REPAIR AS NEEDED DURING CONSTRUCTION. SUBMIT ALTERNATIVE MULCH SPECIFICATION FOR LANDSCAPE ARCHITECT APPROVAL. MISC. QTY BOTANICAL/COMMON NAME SPECIFICATIONS MULCH TBD DESIGNER BROWN HARDWOOD MULCH 3" DEPTH MINIMUM, SHREDDED, FREE OF WEEDS/INVASIVE PLANT MATERIAL INDOOR COURTS VIEWING ELEV. LOCKERS SAUNA KITCHEN/BOH RECEPTION/ LOBBY INDOOR DINING 1,950 S.F. OUTDOOR DINING DECK 1,500 S.F. 2,000 S.F. SAUNA MECH LOCKERS RR PRO SHOP 349 S.F. STORAGE INDOOR COURTS INDOOR COURTS STORAGE STORAGE BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES UP TO 76 TOTAL IN VARYING SIZES UP TO 80 TOTAL IN VARYING SIZES CAPACITY 10-12 CAPACITY 10-12 BAR BAR FOOD SERVICE/DRINK BAR VIEWING AREA VIEWING AREA S D W VW V S R V W VW V XX X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) NORTH BUFFER: 386 LF PER SEC. 6.10.D.4 10' WIDTH MIN., 1 TREE PER 50 LF, 3' HT. MIN. HEDGE REQUIRED: 8 TREES, 3' HT MIN. HEDGE PROVIDED: 8 TREES, 3' HT MIN. HEDGE EA S T B U F F E R : 5 8 7 L F PE R S E C . 6 . 1 0 . D . 4 10 ' W I D T H M I N . , 3 ' H T . M I N . H E D G E RE Q U I R E D : 3 ' H T M I N . H E D G E PR O V I D E D : 3 ' H T M I N . H E D G E SIGN (TYP.)MATTHEW PARIS BLVD. JA C O B N A T H A N B L V D . WALL ( REFER TO CIVIL, TYP.) FLOODPLAIN SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONT CAL SIZE CANOPY TREE AA 31 AUTUMN FLAME RED MAPLE STRAIGHT, SINGLE LEADER, FL #1 ACER RUBRUM 'AUTUMN FLAME'FG 3" CAL MIN 12` HT., 4` SPR. MB 12 BRACKEN'S BEAUTY SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FL #1 MAGNOLIA GRANDIFLORA 'BRACKENS BROWN BEAUTY'FG 3" CAL MIN 12` HT., 4` SPR. QV 8 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FL #1 QUERCUS VIRGINIANA FG 3" CAL MIN 12` HT., 4` SPR. UA 23 WINGED ELM STRAIGHT, SINGLE LEADER, FL #1 ULMUS ALATA FG 3" CAL MIN 12` HT., 4` SPR. UNDERSTORY TREES IC 7 DAHOON HOLLY STRAIGHT, SINGLE LEADER, FL #1 ILEX CASSINE FG 2.5" CAL MIN 8` HT., 4` SPR. PLANT SCHEDULE IC 7 STRAIGHT, SINGLE LEADER, FL #1 ILEX CASSINE FG 2.5" CAL MIN 8` HT., 4` SPR. MC 9 WAX MYRTLE MULTI-LEADER, 3-TRUNK MIN, FL #1 MYRICA CERIFERA FG 2.5" CAL MIN 8` HT., 4` SPR. SS 12 CABBAGE PALMETTO STRAIGHT, SLICK HURRICANE CUT, FL #1 SABAL PALMETTO FG -12` CT SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE SPACING SHRUBS CA 287 AMERICAN BEAUTYBERRY FULL CALLICARPA AMERICANA 5 GAL 30" HT 30" OC IN 267 DWARF YAUPON HOLLY FULL ILEX VOMITORIA 'NANA'7 GAL 36" HT 36" OC IP 152 FLORIDA ANISE FULL ILLICIUM FLORIDANUM 5 GAL 30" HT 30" OC VO 299 WALTER'S VIBURNUM FULL VIBURNUM OBOVATUM 7 GAL 36" HT 36" OC SHRUB AREAS MC2 36 PINK MUHLY GRASS FULL MUHLENBERGIA CAPILLARIS 3 GAL 24" HT 30" OC SR 39 SAW PALMETTO FULL SERENOA REPENS 3 GAL 24" HT 30" OC GROUND COVERS AR 80 PURPLE WIREGRASS FULL ARISTIDA RAMOSA 1 GAL 18" FULL 18" OC AT 741 BUTTERFLY MILKWEED FULL ASCLEPIAS TUBEROSA 1 GAL 12" HT.12" OC DV 268 AFRICAN IRIS FULL DIETES VEGETA 1 GAL 18" FULL 18" OC GA 117 BLANKET FLOWER GAILLARDIA ARISTATA 3 GAL 24" HT.24" OC LM 246 LILYTURF FULL LIRIOPE MUSCARI 1 GAL 12" HT.24" OC RH 117 BLACK-EYED SUSAN FULL RUDBECKIA HIRTA 3 GAL 24" HT.24" OC TA 375 ASIATIC JASMINE FULL TRACHELOSPERMUM ASIATICUM 1 GAL 12" HT.18" OC ZF 127 FLORIDA COONTIE FULL ZAMIA FLORIDANA 3 GAL 24" HT.24" OC Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O E E P I C K L E B A L L MA S S G R A D I N G LA N D S C A P E P L A N L1.01 Know what'sbelow. Callbefore you dig. CALL 2 WORKING DAYS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NORTH MATCHLINE; SEE SHEET L1.02 MISC. QTY BOTANICAL/COMMON NAME SPECIFICATIONS MULCH TBD DESIGNER BROWN HARDWOOD MULCH 3" DEPTH MINIMUM, SHREDDED, FREE OF WEEDS/INVASIVE PLANT MATERIAL MOVEABLE BLEACHERS MOVEABLE BLEACHERS INDOOR COURTS PRE-FUNCTION PATIO OPEN SPACE PANTRY COOLER KITCHEN FR E E Z E R FR E E Z E R WOMENS MENS OPEN SPACE MECH ELEV. ELECTRICAL AV/MEDIA 3,026 S.F.2,966 S.F. EA S T D W VW V W V W V W V W VW V W VW V W VW V R V R V E E E S W VW V X X X X X X X XX X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) MULCH (TYP.) MULCH (TYP.) MULCH (TYP.) SOUTH BUFFER: 387 LF PER SEC. 6.10.D.4 10' WIDTH MIN., 1 TREE PER 50 LF, 3' HT. MIN. HEDGE REQUIRED: 8 TREES, 3' HT MIN. HEDGE PROVIDED: 8 TREES, 3' HT MIN. HEDGE EA S T B U F F E R : 5 8 7 L F PE R S E C . 6 . 1 0 . D . 4 10 ' W I D T H M I N . , 3 ' H T . M I N . H E D G E RE Q U I R E D : 3 ' H T M I N . H E D G E PR O V I D E D : 3 ' H T M I N . H E D G E JA C O B N A T H A N B L V D . WALL (REFER TO CIVIL, TYP.) PROPERTY LINE (TYP.) FLOODPLAIN SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONT CAL SIZE CANOPY TREE AA 31 AUTUMN FLAME RED MAPLE STRAIGHT, SINGLE LEADER, FL #1 ACER RUBRUM 'AUTUMN FLAME'FG 3" CAL MIN 12` HT., 4` SPR. MB 12 BRACKEN'S BEAUTY SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FL #1 MAGNOLIA GRANDIFLORA 'BRACKENS BROWN BEAUTY'FG 3" CAL MIN 12` HT., 4` SPR. QV 8 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FL #1 QUERCUS VIRGINIANA FG 3" CAL MIN 12` HT., 4` SPR. UA 23 WINGED ELM STRAIGHT, SINGLE LEADER, FL #1 ULMUS ALATA FG 3" CAL MIN 12` HT., 4` SPR. UNDERSTORY TREES IC 7 DAHOON HOLLY STRAIGHT, SINGLE LEADER, FL #1 ILEX CASSINE FG 2.5" CAL MIN 8` HT., 4` SPR. PLANT SCHEDULE IC 7 STRAIGHT, SINGLE LEADER, FL #1 ILEX CASSINE FG 2.5" CAL MIN 8` HT., 4` SPR. MC 9 WAX MYRTLE MULTI-LEADER, 3-TRUNK MIN, FL #1 MYRICA CERIFERA FG 2.5" CAL MIN 8` HT., 4` SPR. SS 12 CABBAGE PALMETTO STRAIGHT, SLICK HURRICANE CUT, FL #1 SABAL PALMETTO FG -12` CT SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE SPACING SHRUBS CA 287 AMERICAN BEAUTYBERRY FULL CALLICARPA AMERICANA 5 GAL 30" HT 30" OC IN 267 DWARF YAUPON HOLLY FULL ILEX VOMITORIA 'NANA'7 GAL 36" HT 36" OC IP 152 FLORIDA ANISE FULL ILLICIUM FLORIDANUM 5 GAL 30" HT 30" OC VO 299 WALTER'S VIBURNUM FULL VIBURNUM OBOVATUM 7 GAL 36" HT 36" OC SHRUB AREAS MC2 36 PINK MUHLY GRASS FULL MUHLENBERGIA CAPILLARIS 3 GAL 24" HT 30" OC SR 39 SAW PALMETTO FULL SERENOA REPENS 3 GAL 24" HT 30" OC GROUND COVERS AR 80 PURPLE WIREGRASS FULL ARISTIDA RAMOSA 1 GAL 18" FULL 18" OC AT 741 BUTTERFLY MILKWEED FULL ASCLEPIAS TUBEROSA 1 GAL 12" HT.12" OC DV 268 AFRICAN IRIS FULL DIETES VEGETA 1 GAL 18" FULL 18" OC GA 117 BLANKET FLOWER GAILLARDIA ARISTATA 3 GAL 24" HT.24" OC LM 246 LILYTURF FULL LIRIOPE MUSCARI 1 GAL 12" HT.24" OC RH 117 BLACK-EYED SUSAN FULL RUDBECKIA HIRTA 3 GAL 24" HT.24" OC TA 375 ASIATIC JASMINE FULL TRACHELOSPERMUM ASIATICUM 1 GAL 12" HT.18" OC ZF 127 FLORIDA COONTIE FULL ZAMIA FLORIDANA 3 GAL 24" HT.24" OC Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O E E P I C K L E B A L L MA S S G R A D I N G LA N D S C A P E P L A N L1.02 Know what'sbelow. Callbefore you dig. CALL 2 WORKING DAYS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NORTH MATCHLINE; SEE SHEET L1.01 MISC. QTY BOTANICAL/COMMON NAME SPECIFICATIONS MULCH TBD DESIGNER BROWN HARDWOOD MULCH 3" DEPTH MINIMUM, SHREDDED, FREE OF WEEDS/INVASIVE PLANT MATERIAL Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O E E P I C K L E B A L L MA S S G R A D I N G LA N D S C A P E D E T A I L S L1.50 4 3 6 7 8 9 10 11 5 3X ROOTBALL WIDTH MIN. 6" 12" TYP. TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. 1 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2 3" MINIMUM MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 3 4" HIGH BERM, FIRMLY COMPACTED.4 TREE FROG ANCHOR SYSTEM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 5 FINISHED GRADE. (SEE GRADING PLAN)6 TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7 PREPARED PLANTING SOIL AS SPECIFIED.8 TOP OF ROOTBALL SHALL BE 1" ABOVE FINISHED GRADE. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. 9 UNDISTURBED NATIVE SOIL.10 SCARIFY BOTTOM AND SIDES OF PLANTING PIT. 11 TREE PLANTING SECTION / PLAN PLAN SECTION MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. 1 2 NTS 1 L1.50 TREE PLANTING ON A SLOPE SECTION / PLAN NTS PLAN SECTION MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. 2 4 6 12 1 7 3 8 9 10 5 11 3X ROOTBALL WIDTH MIN. 6" 12" TYP. TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. 1 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2 3. 4" HIGH BERM, FIRMLY COMPACTED.3 3" MINIMUM OF HARDWOOD BARK MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 4 TREE FROG ANCHOR SYSTEM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 5 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE. (SEE GRADING PLAN) 6 TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7 PREPARED PLANTING SOIL AS SPECIFIED.8 ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. 9 UNDISTURBED NATIVE SOIL.10 SCARIFY BOTTOM AND SIDES OF PLANTING PIT. 11 CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. 12 L1.50 2 MAINTAIN 12" DEAD ZONE AT BED EDGE. REFER TO PLANT SCHEDULE FOR SPACING. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. X X NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE. 4" TY P . 4" TYP. 3X ROOT BALL WIDTH MINIMUM 1 3 4 10 'X' 5 8 8 6 7 6 7 9 2 SHRUB/GROUNDCOVER PLANTING SECTION / PLAN NTS PLAN SECTION TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 1 PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 2 3" MULCH LAYER AS SPECIFIED. 3 EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 4 FINISHED GRADE (SEE GRADING PLAN). 5 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 6 SCARIFY OF PLANTING PIT SIDES AND BOTTOM. 7 4" HIGH BERM FIRMLY COMPACTED. 8 UNDISTURBED NATIVE SOIL.9 FERTILIZER TABLETS (MAX 3" DEEP) 10 L1.50 3 NOTES: A.EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX. B.PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). C.ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS. WIDTH VARIES - SEE PLANS SEE NOTE 1 2 3 PLANTED PARKING LOT ISLANDS/MEDIANS SECTION NTS CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS).1 CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS. 2 2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH.3 L1.50 4 EXISTING GRADE (DASHED) NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE. 12 3 4 5 6 7 8 9 4" T Y P . 4" TYP. 3X ROOT BALL WIDTH MINIMUM SHRUB/GROUNDCOVER PLANTING ON A SLOPE SECTION NTS TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 1 PRUNE SHRUBS AS DIRECTED BY OWNER'S REPRESENTATIVE. 2 3" MINIMUM OF MULCH AS SPECIFIED. WHERE SHRUBS ARE PLACED IN MASSES, MULCH SHALL BE SPREAD IN A CONTINUOUS BED. 3 SOIL BERM TO HOLD WATER. TOP OF PLANTING PIT 'BERM' TO BE LEVEL ACROSS PIT. SLOPE DOWNHILL PORTION OF BERM AS REQUIRED TO MEET EXISTING GRADE. MULCH OVER EXPOSED TOPSOIL. 4 FINISHED GRADE (SEE GRADING PLAN) 5 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES). 6 SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 7 FERTILIZER TABLETS (MAX 3" DEEP). 8 UNDISTURBED NATIVE SOIL9 L1.50 5 NOTES: 1.CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. 2.INSTALL SPECIFIED MULCH: 24" MIN. FROM BUILDING. SPECIFIED MULCH TO BE INSTALLED AT A DEPTH OF 3" (MIN.) PLANTINGS ADJACENT TO BUILDINGS SECTION NTS 24" MIN. CLEAR MIN. 1/2 MATURE SHRUB WIDTH BUILDING SPECIFIED MULCH L1.50 6 2'-0" MIN. CLR. MIN. 1/2 MATURE SHRUB WIDTH 1 2 PARKING SPACE/CURB PLANTING SECTION NTS INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE. 1 CURB / PARKING LOT EDGE.2 L1.50 7 4' - 0 " 7' - 6 " 7'-6"7'-6" 7'-6" MIN. 1 2 MATURE SHRUB WIDTH MIN. 15' CLEAR MIN. 1 2 MATURE SHRUB WIDTH FIRE HYDRANT 1 2 3 SHRUB PLANTING AT FIRE HYDRANT SECTION / PLAN NTS PLAN SECTION FIRE HYDRANT.1 NO PLANT EXCEEDING 12" MATURE HEIGHT MATERIAL SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. 2 FRONT OF HYDRANT (TOWARD CURB) 3 L1.50 8 +H.P. LIMITS OF PLANTING PIT NOTES: A.THIS DETAIL SHALL BE IMPLEMENTED WHERE PERCOLATION RATES ARE 2" PER HOUR OR LESS. B.CONTRACTOR TO PERFORM PERCOLATION TEST AS REQUIRED. AND NOTIFY OWNER/LANDSCAPE ARCHITECT. C.SEE TYPICAL TREE PLANTING DETAIL THIS SHEET FOR PLANT STAKING. 3X ROOTBALL DIAMETER VA R I E S 1 2 3 4 5 6 7 8 5 6 9 POOR DRAINAGE CONDITION SECTION / PLAN NTS PLAN SECTION FINISH GRADE (SEE GRADING PLANS).1 BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 2 FILTER CLOTH, MIRAFI 500X OR BETTER.3 SLOPE BOTTOM TO DRAIN.4 AUGURED HOLE Ø ±18" PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 5 BACKFILL WITH 1/2" - 3/4" GRAVEL TO REQUIRED DEPTH THROUGH OCCLUDING LAYER TO ASSURE PROPER PERCOLATION. 6 WATER TABLE. (DEPTH VARIES)7 UNDISTURBED NATIVE SOIL.8 SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOT BALL IS 1" ABOVE FINISHED GRADE. 9 ROOTBALL TRUNK L1.50 9 INSTALLATION NOTES: NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. A.POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH NEEDS AND THE LENGTH OF TIME FENCE WILL BE IN PLACE. FLEXIBLE FIBERGLASS ROD POSTS ARE RECOMMENDED FOR PARKS, ATHLETIC EVENTS AND CROWD CONTROL INSTALLATIONS. METAL "T" POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION AND OTHER APPLICATIONS. B.POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH OF 1/3 OF THE HEIGHT OF THE POST. FOR EXAMPLE, A 6' POST SHOULD BE SET AT LEAST 2' INTO THE GROUND. C.SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.). D.SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONWED PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO PROVIDE ADDITIONAL SUPPORT AND PROTECTION BETWEEN TIES AND POSTS. 6'-8"oc 6' MI N . 1 2 CORNER CONNECTION CONNECTION TREE PROTECTION FENCING ELEVATION / PLAN NTS 6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONWED PLASTICS OR OWNER'S REPRESENTATIVE APPROVED EQUAL. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO INSTALLATION. 1 8' TALL METAL "T" POSTS OR 2" x 2" X 8' PRESSURE TREATED WOOD POSTS WITH 24" BURIAL BELOW GRADE. 2 ELEVATION PLAN DRIPLINE (TYP.) DRIPLINE (TYP.) L1.50 10 PALM PLANTING SECTION / PLAN NTS OA =OVERALL PALM HEIGHT (MEASURED TO TOP OF BUD) CT =CLEAR TRUNK (MEASURED TO BOTTOM OF LEAF SHEATHS) GW =GRAY WOOD (MEASURED TO TOP OF HARDENED TRUNK) NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.ALL TREE STAKING IS TO BE WITHIN MULCH BED AREA OUTSIDE TREE PIT. C.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION - REFER TO POOR DRAINAGE CONDITION DETAIL. OA CT / G W 12" 6" 1 2 3 4 5 6 7 PLAN SECTION 4 8 9 5 LAYERS OF BURLAP TO PROTECT TRUNK. 1 FIVE 2" X 4" X 18" WOOD BATTENS.2 SECURE BATTENS WITH 2- 3/4" CARBON STEEL BANDS TO HOLD BATTENS IN PLACE. NO NAILS SHALL BE DRIVEN INTO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. 3 (3) 2"X4"X8' SUPPORTS. NAIL (DRILL AN NAIL IF NECESSARY) TO BATTENS AND 2" 4" STAKES. STAIN DARK BROWN. 4 3" SPECIFIED MULCH5 BERM SOIL TO HOLD WATER.6 FINISH GRADE7 2X4X24" (MIN) P.T. WOOD STAKES (TYP.) NAIL TO SUPPORT POLES. 8 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES). 9 11 L1.50 1.BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOT BALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2.4" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. 3.DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL-ROUGHEN SIDES OF TREE PIT. 4.3" HIGH SOIL BERM TO HOLD WATER. 5.TOPSOIL MIX BACKFILL. 6.TREE WRAP. 7.4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 8.ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9.UNDISTURBED SUBSOIL. 10.PREPARE PLANTING SOIL AS SPECIFIED. 11.Tree Frog® RBK40pt FOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. PLAN SECTION NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D.PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E.ASSURE PERCOLATION OF ALL PLANTING PITS OV E R A L L H E I G H T ( O . H . ) CL E A R T R U N K ( C . T . ) HE I G H T 12" TYP. 1 2 3 4 5 8 9 10 117 6 TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK MULTI-TRUNK TREE PLANTING SECTION/PLAN NTS 12 L1.50 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O E E P I C K L E B A L L MA S S G R A D I N G LA N D S C A P E SP E C I F I C A T I O N S L1.51 TYPICAL LANDSCAPE SPECIFICATIONS (FLORIDA) A.SCOPE OF WORK 1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS SPECIFIED HEREIN. 2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. B.PROTECTION OF EXISTING STRUCTURES 1.ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BMP DEVICES ACCORDING TO ALL REGULATORY AGENCY'S STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 3.THE CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN UNLESS THE WORK REQUIRES NOTHING MORE THAN A DIRECT APPLICATION OF FDOT DESIGN STANDARDS, INDEX 600. IF A DIRECT APPLICATION OF INDEX 600 IS PROPOSED, THE CONTRACTOR SHALL SUBMIT IN WRITING A STATEMENT INDICATING THE STANDARD INDEX AND PAGE NUMBER NO LESS THAN 10 BUSINESS DAYS PRIOR TO START OF CONSTRUCTION. WHEN A DIRECT APPLICATION OF FDOT STANDARD INDEX 600 IS NOT ACCEPTABLE A PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A FLORIDA PROFESSIONAL ENGINEER WHO HAS SUCCESSFULLY COMPLETED ADVANCED TRAINING IN MAINTENANCE OF TRAFFIC, AS DEFINED BY FDOT FOR APPROVAL BY THE COUNTY ENGINEER'S REPRESENTATIVE. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNER OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. C.PROTECTION OF EXISTING PLANT MATERIALS 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED ON SITE. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF THREE HUNDRED DOLLARS ($300) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. 2.SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE. D.MATERIALS 1.GENERAL MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SAMPLE SIZE MULCH ONE (1) CUBIC FOOT TOPSOIL MIX ONE (1) CUBIC FOOT PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) 2.PLANT MATERIALS a.PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTS SHALL BE FLORIDA GRADE NO. 1 OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND, WELL-BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE OWNER'S REPRESENTATIVE. b.MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. c.INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. E.SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX) 1.CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW: 2.SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. a.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND HAVE A PH BETWEEN 5.5 AND 7.0. b.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. c.SOIL AMENDMENT (IF NEEDED PER SOIL TESTING) THE CONTRACTOR SHALL FURNISH AND INSTALL A 3” LAYER OF AMENDED PLANTING SOIL IN ALL PLANTING BEDS, EXCLUDING SOD AREAS. THE AMENDED PLANTING SOIL SHALL BE COMPOSED OF 35% FERTICOMP 20% FLORIDA PEAT 45% SANDY LOAM. THE AMENDED PLANTING SOIL SHALL BE MIXED INTO THE BEDS UPON PLANTING. 2.TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING (SUBMIT SOIL TESTING RESULTS AFTER INCORPORATING AMENDMENTS TO DEMNSTRATE COMPLIANCE WITH SOIL QUALITY REQUIREMENTS . F.WATER 1.WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC.... IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. * WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. G.FERTILIZER CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED. * FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. H.MULCH 1.MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE (3) INCHES. CLEAR MULCH FROM EACH PLANT'S CROWN (BASE). MULCH SHALL BE "FLORIMULCH," EUCALYPTUS MULCH, OR SIMILAR SUSTAINABLY HARVESTED MULCH UNLESS SPECIFIED OTHERWISE. 2.PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE PIT (6' MINIMUM) PLANTED UNDER THIS CONTRACT. I.DIGGING AND HANDLING 1.PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. 2.BALLED AND BURLAPPED (B&B), AND FIELD GROWN (FG) PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS. 3.PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT DURING TRANSPORTATION AND PRIOR TO PLANTING. 4.PROTECTION OF PALMS: ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALM PLANTING DETAIL. 5.EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-BASES. J.CONTAINER GROWN STOCK 1.ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 2.AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3.ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND WILL BE REJECTED. 4.RPG= "ROOTS PLUS GROWER" CONTAINER PRODUCTS SHALL BE USED WHERE SPECIFIED. K.COLLECTED STOCK WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER OR OWNER'S REPRESENTATIVE, THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. L.NATIVE STOCK PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY RE-ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW. M.MATERIALS LIST QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE. N.FINE GRADING 1.FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE. 3.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. O.PLANTING PROCEDURES 1.CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2.VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL SUNSHINE STATE ONE CALL OF FLORIDA, INC. (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3.SUBGRADE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION PLANTING DETAIL. 4.FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS SPECIFIED HEREIN. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5.COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ONSITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. 6.THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. 7.ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACK FILLED WITH THE PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGE CONDITION" PLANTING DETAIL. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS. "JET STICK" OR EQUAL IS RECOMMENDED. 8.TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 9.SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS. 10.TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 11.AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION. 12.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET, ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 13.TREES SHALL BE PRUNED, AT THE DIRECTION OF THE OWNER OR OWNER'S REPRESENTATIVE, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST, IN ACCORDANCE WITH ANSI A-300. 14.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOW ON PLANS, WHICHEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 15.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. 16.ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) P.LAWN SODDING 1.THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 2.ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH OF THREE (3) INCHES, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 3.PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 4.SODDING a.THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. b.THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. c.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 5.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. 6.LAWN MAINTENANCE a.WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). b.CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. Q.CLEANUP UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. R.PLANT MATERIAL MAINTENANCE ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. S.FINAL INSPECTION AND ACCEPTANCE OF WORK FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. T.WARRANTY 1.THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 2.ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT SITE INCLUDING BUT NOT LIMITED TO WATERING OF LANDSCAPE MOWING, BLOWING, EDGING, TRIMMING, PRUNING, WEEDING, SPRAYING OF PESTICIDES, FUNGICIDES AND HERBICIDES, FROM CONSTRUCTION START THROUGH OWNER FINAL PROJECT ACCEPTANCE. 4.IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE. 5.PALM INOCULATION: ALL PHOENIX GENUS AND BISMARKIA GENUS PALMS SHALL BE INOCULATED AGAINST LETHAL BRONZING PRIOR TO LEAVING THE TREE FARM/NURSERY. CONTRACTOR SHALL PROVIDE PROOF OF INOCULATION AND CERTIFICATION THAT THE PALMS ARE HEALTHY AND FREE OF ALL DISEASE. THE CONTRACTOR IS RESPONSIBLE FOR INOCULATION OF THE PALMS, ONCE PLANTED, TO THE END OF THE WARRANTY PERIOD. GENERAL LANDSCAPE SPECIFICATIONS AND NOTES 1 L1.51 MOVEABLE BLEACHERS MOVEABLE BLEACHERS INDOOR COURTS VIEWING ELEV. LOCKERS SAUNA KITCHEN/BOH RECEPTION/ LOBBY INDOOR DINING 1,950 S.F. OUTDOOR DINING DECK 1,500 S.F. 2,000 S.F. SAUNA MECH LOCKERS RR PRO SHOP 349 S.F. STORAGE INDOOR COURTS INDOOR COURTS STORAGE STORAGE BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES UP TO 76 TOTAL IN VARYING SIZES UP TO 80 TOTAL IN VARYING SIZES CAPACITY 10-12 CAPACITY 10-12 BAR BAR FOOD SERVICE/DRINK BAR VIEWING AREA VIEWING AREA INDOOR COURTS PRE-FUNCTION PATIO OPEN SPACE PANTRY COOLER KITCHEN FR E E Z E R FR E E Z E R WOMENS MENS OPEN SPACE MECH ELEV. ELECTRICAL AV/MEDIA 3,026 S.F.2,966 S.F. EA S T S D D W VW V W VW V W V S W V W V W VW V W VW V W VW V R V R V E E E S W VW V W VW V X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MFS C RS PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) MATTHEW PARIS BLVD. JA C O B N A T H A N B L V D . OPEN AIR SEATING SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP RD-06-S-P45-F-NP TURF ROTARY, 8FT.-14FT. - AND HAND ADJUSTABLE MULTI-STREAM ROTARY W/ RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 13 45 RAIN BIRD R-VAN14 RD-06-S-P45-F-NP TURF ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 152 45 RAIN BIRD R-VAN18 RD-06-S-P45-F-NP TURF ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 22 45 RAIN BIRD R-VAN24 RD-06-S-P45-F-NP TURF ROTARY, 17FT.-24FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 63 45 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XFDEP-09-12 DRIP RING 37 RAIN BIRD XFDEP-09-12 DRIP RING - ORNAMENTAL 26 AREA TO RECEIVE DRIPLINE RAIN BIRD XFDEP-09-12 XFDE ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV & KINK RESISTANT. USE XF INSERT FITTINGS. 13,418 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESB-PRS-D 1" 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL MASTER VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATING MODULE, AND SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. 1 FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER 1 RAIN BIRD ESPLXME2 W/ (3) ESPLXMSM12 48 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER. (1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION MODULES. 1 RAIN BIRD WR2-RC WIRELESS RAIN SENSOR COMBO, INCLUDES 1 RECEIVER AND 1 RAIN SENSOR TRANSMITTER. 1 RAIN BIRD FS-100-P 1IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING RANGE 5.4 GPM TO 54 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND OFFSET. INSTALL IN RAIN BIRD VALVE BOX 1 WATER METER 1"1 IRRIGATION MAINLINE: PVC SCHEDULE 40 1,987 LF PIPE SLEEVE: PVC SCHEDULE 40 - LATERAL SLEEVE 501.9 LF PIPE SLEEVE: PVC SCHEDULE 40 - MAINLINE SLEEVE 67.1 LF LCS SST RCS 14 ADJ 14 F 18 ADJ 18 F 24 ADJ 24 F C RS FS M Valve Callout IRRIGATION SCHEDULE FLOW TOTALS Area for Dripline:201.3 Drip Ring:33.0 Turf Rotary:218.5 Total:452.9 GPM Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O E E P I C K L E B A L L MA S S G R A D I N G OV E R A L L I R R I G A T I O N PL A N L2.00 Know what'sbelow. Callbefore you dig. CALL 2 WORKING DAYS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NORTH L2.01 L2.02 NOTE: IF SOURCE TO BE RECLAIMED (NON-POTABLE) ALL EQUIPMENT TO BE INDICATED AS SUCH AND PURPLE IN COLOR. FOLLOW ALL LOCAL JURISDICTION STANDARDS FOR RECLAIMED IRRIGATION SYSTEMS. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL NECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEMATIC INTENT OF THESE PLANS PRIOR TO SUBMITTING PROPOSAL. THESE PLANS OUTLINE THE OVERALL LAYOUT THE SYSTEM AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONE THE SYSTEM ACCORDINGLY BASED ON FLOW AND PRESSURE AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FOLLOWING BUT NOT LIMITED TO AVAILABLE FLOW, AVAILABLE PRESSURE, CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM. IRRIGATION NOTES 1.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, ETC. PRIOR TO BEGINNING WORK. 2.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 3.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 4.ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 5.THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 6.CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE WILL NOT ALLOW SYSTEM MODIFICATION TO BE POSSIBLE. 7.IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 8.WHERE APPLICABLE IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS. 9.EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 10.ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. 11.IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNER'S REPRESENTATIVE. 12.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 13.CONTRACTOR TO PROVIDE PERMANENT BENCH-MARKS ON ALL CURB LINES AT RELATED SLEEVE LOCATIONS (TYP). 14.THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MINIMIZE ROOT DISTURBANCE IN EXISTING TREES. 15.IRRIGATION SPRAYS AND ROTORS ARE NOT COMBINED ON THE SAME CONTROL VALVE CIRCUIT - LANDSCAPE BEDS AND TURF ON SEPARATE CIRCUITS. 16.MATCH PRECIPITATION RATES WITH ANY HEADS THAT ARE REPLACED. INDOOR COURTS VIEWING ELEV. LOCKERS SAUNA KITCHEN/BOH RECEPTION/ LOBBY INDOOR DINING 1,950 S.F. OUTDOOR DINING DECK 1,500 S.F. 2,000 S.F. SAUNA MECH LOCKERS RR PRO SHOP 349 S.F. STORAGE INDOOR COURTS INDOOR COURTS STORAGE STORAGE BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES BUILT IN BENCHES UP TO 76 TOTAL IN VARYING SIZES UP TO 80 TOTAL IN VARYING SIZES CAPACITY 10-12 CAPACITY 10-12 BAR BAR FOOD SERVICE/DRINK BAR VIEWING AREA VIEWING AREA S D W VW V S R V W VW V XX X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C RS PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) MAINLINE SLEEVE (TYP.) LATERAL SLEEVE (TYP.) MAINLINE (TYP.) MATTHEW PARIS BLVD. JA C O B N A T H A N B L V D . WALL (REFER TO CIVIL, TYP.) FLOODPLAIN SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP RD-06-S-P45-F-NP TURF ROTARY, 8FT.-14FT. - AND HAND ADJUSTABLE MULTI-STREAM ROTARY W/ RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 13 45 RAIN BIRD R-VAN14 RD-06-S-P45-F-NP TURF ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 152 45 RAIN BIRD R-VAN18 RD-06-S-P45-F-NP TURF ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 22 45 RAIN BIRD R-VAN24 RD-06-S-P45-F-NP TURF ROTARY, 17FT.-24FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 63 45 LCS SST RCS 14 ADJ 14 F 18 ADJ 18 F 24 ADJ 24 F IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XFDEP-09-12 DRIP RING 37 RAIN BIRD XFDEP-09-12 DRIP RING - ORNAMENTAL 26 AREA TO RECEIVE DRIPLINE RAIN BIRD XFDEP-09-12 XFDE ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV & KINK RESISTANT. USE XF INSERT FITTINGS. 13,418 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESB-PRS-D 1" 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL MASTER VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATING MODULE, AND SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. 1 FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER 1 RAIN BIRD ESPLXME2 W/ (3) ESPLXMSM12 48 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER. (1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION MODULES. 1 RAIN BIRD WR2-RC WIRELESS RAIN SENSOR COMBO, INCLUDES 1 RECEIVER AND 1 RAIN SENSOR TRANSMITTER. 1 C RS SENSOR TRANSMITTER. RAIN BIRD FS-100-P 1IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING RANGE 5.4 GPM TO 54 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND OFFSET. INSTALL IN RAIN BIRD VALVE BOX 1 WATER METER 1"1 IRRIGATION MAINLINE: PVC SCHEDULE 40 1,987 LF PIPE SLEEVE: PVC SCHEDULE 40 - LATERAL SLEEVE 501.9 LF PIPE SLEEVE: PVC SCHEDULE 40 - MAINLINE SLEEVE 67.1 LF FS M Valve Callout FLOW TOTALS Area for Dripline:201.3 Drip Ring:33.0 Turf Rotary:218.5 Total:452.9 GPM Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O E E P I C K L E B A L L MA S S G R A D I N G IR R I G A T I O N P L A N L2.01 Know what'sbelow. Callbefore you dig. CALL 2 WORKING DAYS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NORTH MATCHLINE; SEE SHEET L2.02 CONTRACTOR TO PROVIDE CONDUIT AND 110V, SINGLE PHASE POWER FOR CONTROLLER & 480V / 3 PHASE POWER FOR BOOSTER PUMP (SEE UTILITY PLAN). CONTROLLER & RAIN SENSOR TO BE LOCATED OUTSIDE IN GREEN SPACE, SCREENED FROM THE PUBLIC VIEW. AVOID OVERHEAD OBSTRUCTIONS AND OVERSPRAY ASSOCIATED WITH RAIN SENSOR. PROPOSED IRRIGATION CONTROLLER - PROVIDE ELECTRICAL POWER & CONDUIT FROM POWER SOURCE, BETWEEN CONTROLLER & WATER METER AND TO ANY ASSOCIATED APPURTENANCES. NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. MOVEABLE BLEACHERS MOVEABLE BLEACHERS INDOOR COURTS PRE-FUNCTION PATIO OPEN SPACE PANTRY COOLER KITCHEN FR E E Z E R FR E E Z E R WOMENS MENS OPEN SPACE MECH ELEV. ELECTRICAL AV/MEDIA 3,026 S.F.2,966 S.F. EA S T D W VW V W V W V W V W VW V W VW V W VW V R V R V E E E S W VW V X X X X X X X XX X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX MFS PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) MAINLINE SLEEVE (TYP.) MAINLINE (TYP.) JA C O B N A T H A N B L V D . WALL (REFER TO CIVIL, TYP.) FLOODPLAIN SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP RD-06-S-P45-F-NP TURF ROTARY, 8FT.-14FT. - AND HAND ADJUSTABLE MULTI-STREAM ROTARY W/ RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 13 45 RAIN BIRD R-VAN14 RD-06-S-P45-F-NP TURF ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 152 45 RAIN BIRD R-VAN18 RD-06-S-P45-F-NP TURF ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 22 45 RAIN BIRD R-VAN24 RD-06-S-P45-F-NP TURF ROTARY, 17FT.-24FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. FLOW SHIELD TECH. 1/2IN. NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP. 63 45 LCS SST RCS 14 ADJ 14 F 18 ADJ 18 F 24 ADJ 24 F IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XFDEP-09-12 DRIP RING 37 RAIN BIRD XFDEP-09-12 DRIP RING - ORNAMENTAL 26 AREA TO RECEIVE DRIPLINE RAIN BIRD XFDEP-09-12 XFDE ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV & KINK RESISTANT. USE XF INSERT FITTINGS. 13,418 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESB-PRS-D 1" 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL MASTER VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATING MODULE, AND SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. 1 FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER 1 RAIN BIRD ESPLXME2 W/ (3) ESPLXMSM12 48 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER. (1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION MODULES. 1 RAIN BIRD WR2-RC WIRELESS RAIN SENSOR COMBO, INCLUDES 1 RECEIVER AND 1 RAIN SENSOR TRANSMITTER. 1 C RS SENSOR TRANSMITTER. RAIN BIRD FS-100-P 1IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING RANGE 5.4 GPM TO 54 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND OFFSET. INSTALL IN RAIN BIRD VALVE BOX 1 WATER METER 1"1 IRRIGATION MAINLINE: PVC SCHEDULE 40 1,987 LF PIPE SLEEVE: PVC SCHEDULE 40 - LATERAL SLEEVE 501.9 LF PIPE SLEEVE: PVC SCHEDULE 40 - MAINLINE SLEEVE 67.1 LF FS M Valve Callout FLOW TOTALS Area for Dripline:201.3 Drip Ring:33.0 Turf Rotary:218.5 Total:452.9 GPM Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O E E P I C K L E B A L L MA S S G R A D I N G IR R I G A T I O N P L A N L2.02 Know what'sbelow. Callbefore you dig. CALL 2 WORKING DAYS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NORTH MATCHLINE; SEE SHEET L2.01 COORDINATE WITH CONTRACTOR FOR INSTALLATION LOCATION OF IRRIGATION WATER METER AND ASSOCIATED APPURTENANCES (BACKFLOW, FLOW SENSOR, MASTER CONTROL VALVE, ETC). ALL EQUIPMENT TO BE LOCATED OUTSIDE IN GREEN SPACE. COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O E E P I C K L E B A L L MA S S G R A D I N G IR R I G A T I O N D E T A I L S L2.50 NTS NTS TYPICAL BUBBLER SECTION NTS NOTE: BUBBLER SHALL NOT BE PLACED AT TRUNK FLARE. PVC SLIP-THREAD ADAPTOR. BUBBLER NOZZLE AS SPECIFIED. 3" A B O V E G R A D E WATER WELL AS PER PLANTER DETAIL. FINISHED GRADE. 12 " B E L O W G R A D E PVC SLIP-THREAD ADAPTER. PVC LATERAL LINE. 1 2" IPS FLEX HOSE WITH PVC FLEX GLUE AND PRIMER 5' LENGTH MIN. 12 L2.50 LATERAL PIPE TYPICAL IRRIGATION HEAD SECTION NTS 12 " M I N 6" CLEAR NOZZLESFINISHED GRADE/TOP OF MULCH 1/2" FLEX PIPE, LENGTH AS NEEDED SCH 40 SWEEP ELBOW LATERAL TEE POP-UP SPRAY SPRINKLER ON 6"OR 12" RISER (UNLESS SPECIFIED PER IRRIGATION SCHEDULE 8 L2.50 4 5 3 2 1 TURF GRASS VALVE BOX LID FINISH GRADE 12" AIR RELIEF VALVE: TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE 12" X 3 4" PVC REDUCER BUSHING BARB X FEMALE THREAD CONNECTOR: 12" BLANK DRIPLINE TUBING: BARB X MALE THREAD CONNECTOR: PVC TEE CONNECTED TO PVC HEADER PIPE 3" MINIMUM DEPTH OF 3 4" WASHED GRAVEL BRICK (1 OF 2) 7 1 2 6 10 11 7 8 9 8 9 4 10 5 6 3 11 AIR RELIEF VALVE IN XFS DRIP LINE SECTION 7 L2.50 1 2 3 4 5 6 1 2 3 4 5 6 7 7 6-INCH MINIMUM DEPTH OF BRICK (1 OF 2) FILTERED DRAIN VALVE: PVC LATERAL PIPE PVC SCH 40 TEE VALVE BOX WITH COVER: FINISH GRADE/TOP OF MULCH 3/4-INCH WASHED GRAVEL DRAIN VALVE SECTION 6 L2.50 FINISH GRADE CONTROL WIRE WITH IDENTIFICATION TAG NDS VALVE BOX WITH LOCKING COVER 90° ELL-PVC SCHEDULE 40 SCHEDULE 80 PVC NIPPLE MAIN LINE FITTING MAIN SUPPLY LINE 6" GRAVEL SUMP LINE BOTTOM OF VALVE PIT WITH LANDSCAPE FABRIC. MAINTAIN CLEAR SPACE BETWEEN BOTTOM OF VALVE PIT AND VALVE. DO NOT ALLOW BOX TO REST ON PIPE. TO SPRINKLERS TYPICAL CONTROL VALVE SECTION NTSL2.50 5 ALL DRIPLINE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPED PER MANUFACTURERS SPECIFICATIONS DRIPLINE NOTE: 1. DRIP TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF 16 INCHES. 2. DRIP TUBING TO BE INSTALLED IN A GRID PATTERN. DRIP TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. 3.CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE DRIPLINE SUPPLY CONNECTIONS (IF SHOWN). CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE DRIPLINE SUPPLY CONNECTIONS. IF NOT SHOWN, INSTALL WITHIN ADJACENT GREEN AREA NOT IN A HIGHLY VISIBLE AREA. WHEN DRIPLINE REQUIRES MULTIPLE SUPPLY POINTS EACH POINT SHALL BE CONNECTED UTILIZING RAINBIRD FITTINGS. TO NEXT DRIP SUPPLY POINT WHERE APPLICABLEFROM CONTROL VALVE DRIPLINE TEE AREA PERIMETER AREA PERIMETER TYPICAL DRIP LINE PLAN NTSL2.50 9 3' MIN. 3' MIN. IRRIGATION SLEEVE ROADWAY/DRIVEWAY BASE + SHARED SLEEVE, WHERE APPLICABLE WITH LATERALS & MAINLINE ONLY. ALL WIRING IS SEPARATE CONDUIT. CONCRETE CURB WHERE APPLICABLE TURF/PLANTING BED END OF SLEEVE END OF SLEEVE METALLIC DISC METALLIC DISC TURF/PLANTING BED TYPICAL SLEEVING SECTION NTS 10 L2.50 12" MIN 10' 12" MIN 18" MIN 18" MIN 12" MIN 12" MIN ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS SHOWN. TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS. 120 VOLT IN CONDUIT WIRING MAIN SUPPLY LATERAL MAIN SUPPLY, LATERAL, AND WIRING MAINLINE WIRING LATERAL METAL DETECTABLE MARKING TAPE TYPICAL TRENCHING SECTION / PLAN NTSL2.50 11 COMMERCIAL CONTROL DRIP ZONE VALVE KIT SECTION / PLAN NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 654321 7 3 14 15 8 9 8 10 11 1312 14 FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: REMOTE CONTROL VALVE: ID TAG WATERPROOF CONNECTION: 30-INCH LINEAR LENGTH OF WIRE, COILED PRESSURE REGULATING QUICK CHECK BASKET FILTER: PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE, CLOSE PVC SCH 40 TEE PVC SCH 40 ELL PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE 15 16 17 18 17 16 7214 16 714 SIDE VIEW TOP VIEW L2.50 1 IRRIGATION CONTROLLER: CONTROLLER (OWNER TO SPECIFY WALL MOUNT OR STAINLESS STEEL PEDESTAL MOUNT). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES NOTES: 1.FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. 1 2 3 4 5 6 1 2 3 4 5 6 TYPICAL CONTROLLER ELEVATION NTS 2 L2.50 1. 2. ALL MAIN LINE TO BE INSTALLED ACCORDING AND TESTED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON THE TYPICAL TRENCHING DETAILS. INSTALLATION NOTES: TYPICAL THRUST BLOCK SECTION NTS 3 L2.50 INSTALLATION NOTES 1.3000 PSI CONCRETE OR BETTER IS TO BE USED FOR THRUST BLOCKS. 2.FOR 45°/90° FITTINGS, MINIMUM OF 2 CUBIC FEET OF CONCRETE TO BE USED. 3.FOR 22-1/2° FITTINGS, MINIMUM OF 0.5 CUBIC FEET OF CONCRETE TO BE USED. 4.FOR TEES, MINIMUM OF 2 CUBIC FEET OF CONCRETE TO BE USED. THRUST BLOCKS REQUIRED FOR IRRIGATION MAINLINE 2 1/2" AND LARGER. THRUST BLOCK REINFORCEMENT SECTION NTS 4 L2.50 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T DA T E : LI C E N S E D P R O F E S S I O N A L © 2 0 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 20 0 S . O R A N G E A V E N U E , S U I T E 6 0 0 , O R L A N D O , F L PH O N E : ( 4 0 7 ) 8 9 8 - 1 5 1 1 WW W . K I M L E Y - H O R N . C O M R E G I S T R Y N o . 3 5 1 0 6 OC O E E P I C K L E B A L L MA S S G R A D I N G IR R I G A T I O N SP E C I F I C A T I O N S L2.51 IRRIGATION SYSTEM NOTES: 1.THE IRRIGATION MAINLINE LAYOUT IS DIAGRAMMATIC. ANY CHANGES MADE IN THE IRRIGATION MAINLINE DUE TO FIELD CONDITIONS OR CONTRACTOR'S SUBMITTED DESIGN SHALL BE IN ACCORDANCE WITH THESE STANDARDS. 2.SET SPRAY HEADS 6" AND ROTORS 12" IN FROM BACK OF CURB OR 24" IF PAVEMENT HAS NO CURB. 3.IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL NECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEMATIC INTENT OF THESE PLANS PRIOR TO SUBMITTING PROPOSAL. THESE PLANS OUTLINE THE OVERALL LAYOUT THE SYSTEM AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONE THE SYSTEM ACCORDINGLY BASED ON FLOW AND PRESSURE AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FOLLOWING BUT NOT LIMITED TO AVAILABLE FLOW, AVAILABLE PRESSURE, CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM. 4.CONTRACTOR TO PROVIDE NEW AUTOMATIC CONTROLLER FOR PROPOSED SYSTEM (NO BATTERY OPERATED CONTROLLERS ALLOWED). COORDINATE LOCATION WITH OWNER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AUTOMATIC RAIN SENSOR. COORDINATE LOCATION W/ OWNER. 6.IRRIGATION SHALL NOT BE COMBINED ON A SINGLE ZONE AND SHALL BE ZONED ACCORDING TO IRRIGATION TYPE, PRECIPITATION RATE, AND THE SYSTEM'S AVAILABLE WATER / PRESSURE. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO OWNER FOR REVIEW PRIOR TO INSTALLATION. 7.VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS-CONTRACTOR SHALL FIELD VERIFY. 8.CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION. 9.INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON-SITE. 10.CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD-TO-HEAD IRRIGATION. 11.CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 12.PRODUCTS SHALL BE AS SPECIFIED OR APPROVED EQUAL. PRE-APPROVED MANUFACTURERS: 1. TORO 2. HUNTER 3. RAINBIRD 13.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTION. 14.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED WITHIN SCH. 40 PVC 2x SIZE OF PIPE AND FREE OF STONES/DEBRIS. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS. 15.MAINLINE SHALL NOT BE LOCATED WITHOUT PRIOR APPROVAL OF THE OWNER'S REPRESENTATIVE. 16.THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES. 17.ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE PIPE IT CARRIES. 18.ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SCH. 40 PVC SLEEVES. WHERE ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 19.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PROGRAM DESIGNATION. 20.THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE. 21.ELECTRIC SERVICE TO THE CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 22.ALL 24 VAC WIRING FROM DECODER TO VALVE SHALL BE OF DIRECT BURIAL COPPER WIRE. MAXIMUM LENGTH OF WIRE FROM DECODER TO VALVE SHALL NOT EXCEED 400 FEET. AS FOLLOWS: CONTROL WIRES - #14 COMMON WIRES - #14 23.ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN NDS VALVE BOXES AS FOLLOWS: -RECTANGULAR 12"X17" HEAVY DUTY BOX. (PURPLE COVER FOR REUSE TO BE PROVIDED WHERE APPROPRIATE). 24.ALL IRRIGATION HEADS/DRIP TUBING SHALL BE LOCATED ONE (1) FOOT FROM BACK OF CURB WHEN NEXT TO A ROADWAY. (THIS SHALL NOT INCLUDE PARKING AREAS OR DRIVE AISLES). 25.HEADS, LATERALS, EMITTERS, AND VALVES ARE NOT SHOWN, BUT ARE NECESSARY FOR A FULLY FUNCTIONING IRRIGATION SYSTEM. 26.LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TO PAVEMENT OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB. 27.IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE. 28.ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND AIR RELIEF VALVE. IN THE EVENT THAT A DRIP ZONE HAS MORE THAN ONE HIGH OR LOW POINT, MORE THAN ONE AIR RELIEF VALVE OR FLUSH VALVE WILL BE REQUIRED FOR THAT ZONE. DRIPLINE SHALL PROVIDE 0.9 GPH EMITTERS, 12" O.C. WITH 12" LINE SPACING AT A MINIMUM. 29.ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. IF REQUIRED, ALL WIRING FOR A TWO WIRE PATH SHALL BE WITH RED/BLUE TWISTED PAIR 14 AWG. ELECTRIC CONTROL LINES FROM THE DECODER TO THE SOLENOID VALVES SHALL BE TWISTED PAIR 18 AWG. ALL DECODERS SHALL BE GROUNDED EVERY 1,000 L.F. OR EVERY 10 DEVICES. ALL WIRE SHALL BE FURNISHED IN MINIMUM 2,500' REELS AND SPLICING SHALL BE MINIMIZED. BURY SPLICE KIT. ALL 24 VOLT WIRING SHALL BE DONE IN ACCORDANCE WITH EXISTING CODES. SPLICING SHALL BE IN VALVE BOXES OR CONTROLLERS ONLY. IRRIGATION SYSTEM CONTROL SHALL BE TWO WIRE PATH. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S REQUIREMENTS FOR THIS INSTALLATION. TWO WIRE SYSTEM SHALL HAVE 2-WAY COMMUNICATIONS FIELD PROGRAMMABILITY, STATION SPECIFICATIONS AND INTEGRATED SURGE PROTECTION. 30.ALL CONTROL WIRE SHALL BE INSTALLED IN A 1 1 4" ELECTRICAL CONDUIT. 31.SMALLEST DIAMETER LATERAL PIPE SHALL BE 3/4". 32.IRRIGATION SYSTEM SHALL BE CAPABLE OF SUPPLYING AN AVERAGE OF 1.05" OF WATER PER WEEK WITHIN WATERING RESTRICTIONS AS APPLICABLE. 33.IRRIGATION SYSTEM SHALL NOT BE INSTALLED THROUGH EXISTING, OR PRESERVED PLANT COMMUNITIES. DO NOT TRENCH THROUGH EXISTING ROOT SYSTEMS OF ANY VEGETATION INTENDED TO BE PRESERVED. 34.CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 35.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THE CONDITION DENOTED ON THE LANDSCAPE PLAN. 36.IRRIGATION PIPING INSTALLED UNDER ROADS AND SIDEWALKS SHALL BE IN SCHEDULE 40 PVC SLEEVING AT 2X THE PIPE SIZE. ALL SLEEVING SHALL BE FREE OF STONES AND DEBRIS. 37.IRRIGATION SOURCE TO BE EITHER WELL, POTABLE, OR NON-POTABLE WATER. IRRIGATION CONTRACTOR TO VERIFY SOURCE PRIOR TO DESIGN. 38.POINT OF CONNECTION TO BE DETERMINED BY OWNER. IRRIGATION SYSTEM CONNECTIONS TO THE LOCAL JURISDICTION SERVICE SHALL COMPLY WITH ALL APPLICABLE CODES. 39.IRRIGATION CONNECTION MAY REQUIRE BACKFLOW PREVENTION, VERIFY WITH LOCAL JURISDICTION. 40.IRRIGATION SYSTEM SHALL COMPLY WITH THE LOCAL JURISDICTION LAND DEVELOPMENT CODE. TYPICAL SCHEMATIC IRRIGATION NOTES2 L2.51 RECLAIMED WATER WARNING SIGN 1" = 1" BI-LINGUAL LAWNBOSS™ RECLAIMED WATER WARNING SIGN AND STAKE (BY RECYCLE REMINDERS - PART# K-9493, COLOR PURPLE) TO BE UTILIZED WHERE INDICATED ON PLANS. CONTRACTOR TO INSTALL PER MANUFACTURER'S SPECIFICATIONS. WWW.RECYCLEREMINDERS.COM 1 L2.51 5'-6"19'-8"46'-3"48'-0"67'-7" 1'-0" 1' - 0 " 2'-6" 5' - 6 " 0'-0" GRADE 33'-8" LOW POINT OF PARAPET 28'-10 3 4" LOW POINT OF ROOF 6 TYP. 7 TYP. 9 3 MA T C H L I N E 0'-0" GRADE 32'-8" HIGH POINT OF ROOF 38'-0" HIGH POINT OF PARAPET 33'-8" LOW POINT OF PARAPET 6 TYP. 7 TYP. 9 3 3 8 MA T C H L I N E Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date #1 Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 1/8"=1'-0" 8/20/25 25-129 INDOOR PICKLEBALL CENTER MAIN BUILDING UNDER AIR (ALL INTERIOR) 53,175 S.F. MAIN LEVEL 13,583 S.F. 2ND LEVEL TOTAL 66,758 S.F. OUTDOOR SPACE 1,470 S.F. PATIO MAIN LEVEL 1,470 DECK 2ND LEVEL TOTAL 2,950 S.F. SECONDARY BUILDING UNDER AIR (ALL INTERIOR) 21,264 S.F. TOTAL 21,264 S.F. OUTDOOR SPACE NONE BANQUET HALL UNDER AIR (ALL INTERIOR) 7,714 S.F. MAIN LEVEL 1,600 S.F. 2ND LEVEL TOTAL 9,314 S.F. OUTDOOR SPACE 2,864 S.F. PATIO MAIN LEVEL 2,864 DECK 2ND LEVEL TOTAL 5,728 S.F. GENERAL NOTES ELEV BUILDING 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" MAIN BUILDING #1 NORTH ELEVATION (PARTIAL)2 Scale: 1/8"=1'-0" MAIN BUILDING #1 NORTH SIDE PLANE CHANGES3 Scale: 1/8"=1'-0" MAIN BUILDING #1 NORTH ELEVATION (PARTIAL)1 MA T C H L I N E 76'-11"12'-0"3'-4"23'-10"20'-0"13'-0"6'-0"3'-6" 2' - 6 " 2' - 0 " 6" 14 ' - 1 0 " 46'-0" 6' - 0 " 1' - 0 " 2' - 0 " 14'-6" MA T C H L I N E 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 32'-8" HIGH POINT OF ROOF 38'-0" HIGH POINT OF PARAPET 33'-8" LOW POINT OF PARAPET 6 TYP. 7 TYP. 6 TYP.3 3 19 1 8 MA T C H L I N E 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 32'-8" HIGH POINT OF ROOF 38'-0" HIGH POINT OF PARAPET 33'-8" LOW POINT OF PARAPET6TYP. 7 TYP. 6 3 3 1 9 88 MA T C H L I N E 5'-6"19'-8"77'-11"47'-0" 2' - 0 " 2' - 0 " 2' - 6 " 2'-6" 2' - 9 " 2'-0" Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 1/8"=1'-0" 25-129 INDOOR PICKLEBALL CENTER MAIN BUILDING UNDER AIR (ALL INTERIOR) 53,175 S.F. MAIN LEVEL 13,583 S.F. 2ND LEVEL TOTAL 66,758 S.F. OUTDOOR SPACE 1,470 S.F. PATIO MAIN LEVEL 1,470 DECK 2ND LEVEL TOTAL 2,950 S.F. SECONDARY BUILDING UNDER AIR (ALL INTERIOR) 21,264 S.F. TOTAL 21,264 S.F. OUTDOOR SPACE NONE BANQUET HALL UNDER AIR (ALL INTERIOR) 7,714 S.F. MAIN LEVEL 1,600 S.F. 2ND LEVEL TOTAL 9,314 S.F. OUTDOOR SPACE 2,864 S.F. PATIO MAIN LEVEL 2,864 DECK 2ND LEVEL TOTAL 5,728 S.F. GENERAL NOTES 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" MAIN BUILDING #1 EAST ELEVATION (PARTIAL)2 Scale: 1/8"=1'-0" MAIN BUILDING #1 EAST ELEVATION (PARTIAL)1 Scale: 1/8"=1'-0" MAIN BUILDING #1 EAST SIDE PLANE CHANGES (PARTIAL)3 Scale: 1/8"=1'-0" MAIN BUILDING #1 EAST SIDE PLANE CHANGES (PARTIAL)4 ELEV #1BUILDING 8/20/25 1'-0" 70'-0" 10 ' - 0 " 25 ' - 6 " 6" 18'-4"99'-8" 2'-6" 4'-0" 6" 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 32'-8" HIGH POINT OF ROOF 38'-0" HIGH POINT OF PARAPET 33'-8" LOW POINT OF PARAPET 1 1 1 11 8 3 3 MA T C H L I N E 0'-0" GRADE 33'-8" LOW POINT OF PARAPET 6 TYP. 7 TYP.1 3 28'-10 3 4' LOW POINT OF ROOF MA T C H L I N E Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 1/8"=1'-0" 25-129 INDOOR PICKLEBALL CENTER MAIN BUILDING UNDER AIR (ALL INTERIOR) 53,175 S.F. MAIN LEVEL 13,583 S.F. 2ND LEVEL TOTAL 66,758 S.F. OUTDOOR SPACE 1,470 S.F. PATIO MAIN LEVEL 1,470 DECK 2ND LEVEL TOTAL 2,950 S.F. SECONDARY BUILDING UNDER AIR (ALL INTERIOR) 21,264 S.F. TOTAL 21,264 S.F. OUTDOOR SPACE NONE BANQUET HALL UNDER AIR (ALL INTERIOR) 7,714 S.F. MAIN LEVEL 1,600 S.F. 2ND LEVEL TOTAL 9,314 S.F. OUTDOOR SPACE 2,864 S.F. PATIO MAIN LEVEL 2,864 DECK 2ND LEVEL TOTAL 5,728 S.F. GENERAL NOTES 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" MAIN BUILDING #1 SOUTH ELEVATION (PARTIAL)2 Scale: 1/8"=1'-0" MAIN BUILDING #1 SOUTH SIDE PLANE CHANGES3 Scale: 1/8"=1'-0" MAIN BUILDING #1 SOUTH ELEVATION (PARTIAL)1 ELEV #1BUILDING 8/20/25 MA T C H L I N E 0'-0" GRADE 28'-10 3 4" LOW POINT OF ROOF 6 7 6733 31130'-2 3/4" TOP OF PARAPIT MA T C H L I N E 6 7 6733 3 1 1 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 35'-0" ROOF 22'-8"48'-9"22'-8"48'-9"22'-8" 1' - 0 " 1' - 0 " 1' - 0 " MA T C H L I N E 48'-9"22'-8"48'-9"22'-8"48'-9" 1' - 0 " 1' - 0 " MA T C H L I N E Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 1/8"=1'-0" 25-129 INDOOR PICKLEBALL CENTER MAIN BUILDING UNDER AIR (ALL INTERIOR) 53,175 S.F. MAIN LEVEL 13,583 S.F. 2ND LEVEL TOTAL 66,758 S.F. OUTDOOR SPACE 1,470 S.F. PATIO MAIN LEVEL 1,470 DECK 2ND LEVEL TOTAL 2,950 S.F. SECONDARY BUILDING UNDER AIR (ALL INTERIOR) 21,264 S.F. TOTAL 21,264 S.F. OUTDOOR SPACE NONE BANQUET HALL UNDER AIR (ALL INTERIOR) 7,714 S.F. MAIN LEVEL 1,600 S.F. 2ND LEVEL TOTAL 9,314 S.F. OUTDOOR SPACE 2,864 S.F. PATIO MAIN LEVEL 2,864 DECK 2ND LEVEL TOTAL 5,728 S.F. GENERAL NOTES 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" MAIN BUILDING #1 WEST ELEVATION (PARTIAL)2 Scale: 1/8"=1'-0" MAIN BUILDING #1 WEST ELEVATION (PARTIAL)1 Scale: 1/8"=1'-0" MAIN BUILDING #1 WEST SIDE PLANE CHANGES (PARTIAL)3 Scale: 1/8"=1'-0" MAIN BUILDING #1 WEST SIDE PLANE CHANGES (PARTIAL)4 ELEV #1BUILDING 8/20/25 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 29'-10" HIGH POINT OF ROOF 34'-6" HIGH POINT OF PARAPET 30'-4" LOW POINT OF PARAPET 6 8 3 3 5 11 1 1 1 1 5 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 34'-6" HIGH POINT OF PARAPET 30'-4" LOW POINT OF PARAPET 6'-9" 1' - 0 " 18'-11"20'-8"22'-8"3'-0"21'-0" 5' - 0 " 7' - 0 " 2' - 6 " 2' - 0 " 14 ' - 1 0 " 43'-0" 13 ' - 1 0 " 2'-10" 80'-3"14'-5"8'-2" 5' - 1 0 " 10 " 1' - 0 " 11 ' - 4 " 10 ' - 8 " 22 ' - 0 " 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 27'-7" LOW POINT OF ROOF 34'-6" HIGH POINT OF PARAPET 30'-4" LOW POINT OF PARAPET 6 833 9 5 5 5 Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 INDOOR PICKLEBALL CENTER MAIN BUILDING UNDER AIR (ALL INTERIOR) 53,175 S.F. MAIN LEVEL 13,583 S.F. 2ND LEVEL TOTAL 66,758 S.F. OUTDOOR SPACE 1,470 S.F. PATIO MAIN LEVEL 1,470 DECK 2ND LEVEL TOTAL 2,950 S.F. SECONDARY BUILDING UNDER AIR (ALL INTERIOR) 21,264 S.F. TOTAL 21,264 S.F. OUTDOOR SPACE NONE BANQUET HALL UNDER AIR (ALL INTERIOR) 7,714 S.F. MAIN LEVEL 1,600 S.F. 2ND LEVEL TOTAL 9,314 S.F. OUTDOOR SPACE 2,864 S.F. PATIO MAIN LEVEL 2,864 DECK 2ND LEVEL TOTAL 5,728 S.F. GENERAL NOTES Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 NORTH ELEVATION1 1/8"=1'-0" 25-129 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 EAST SIDE PLANE CHANGES4 Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 NORTH SIDE PLANE CHANGES2 Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 EAST ELEVATION3 ELEV 3BUILDING 8/20/25 6 6 8 99 33 3 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 27'-7" LOW POINT OF ROOF 34'-6" HIGH POINT OF PARAPET 30'-4" LOW POINT OF PARAPET 10'-8"11'-9"51'-8"19'-11"1' - 0 " 1' - 0 " 2'-0" 48'-0"12'-0"11'-11"3'-0"37'-7"10'-0"2' - 0 " 1' - 6 " 1' - 0 " 6"1' - 0 " 1'-0" 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 29'-10" LOW POINT OF ROOF 34'-6" HIGH POINT OF PARAPET 30'-4" LOW POINT OF PARAPET 6 33 9 Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 INDOOR PICKLEBALL CENTER MAIN BUILDING UNDER AIR (ALL INTERIOR) 53,175 S.F. MAIN LEVEL 13,583 S.F. 2ND LEVEL TOTAL 66,758 S.F. OUTDOOR SPACE 1,470 S.F. PATIO MAIN LEVEL 1,470 DECK 2ND LEVEL TOTAL 2,950 S.F. SECONDARY BUILDING UNDER AIR (ALL INTERIOR) 21,264 S.F. TOTAL 21,264 S.F. OUTDOOR SPACE NONE BANQUET HALL UNDER AIR (ALL INTERIOR) 7,714 S.F. MAIN LEVEL 1,600 S.F. 2ND LEVEL TOTAL 9,314 S.F. OUTDOOR SPACE 2,864 S.F. PATIO MAIN LEVEL 2,864 DECK 2ND LEVEL TOTAL 5,728 S.F. GENERAL NOTES 1/8"=1'-0" 25-129 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 WEST ELEVATION3 Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 SOUTH ELEVATION1 Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 SOUTH SIDE PLANE CHANGES2 Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 WEST SIDE PLANE CHANGES4 8/20/25 BUILDING3 ELEV 0'-0" GRADE 28'-2" LOW POINT OF ROOF 28'-2" LOW POINT OF PARAPIT 0'-0" GRADE 29'-10" HIGH POINT OF ROOF 30'-4" LOW POINT OF PARAPET 33'-4" HIGH POINT OF PARAPET 3 30'-8" HIGH POINT OF PARAPIT 6 4 9 3 3 1'-0" 65'-8" 20'-0"40'-8"5'-0" 1'-0" 2' - 6 " 1' - 0 " 1' - 0 " 0'-0" GRADE 28'-2" LOW POINT OF ROOF 28'-2" LOW POINT OF PARAPIT 0'-0" GRADE 29'-10" HIGH POINT OF ROOF 30'-4" LOW POINT OF PARAPET 33'-4" HIGH POINT OF PARAPET330'-8" HIGH POINT OF PARAPIT 6 413 3 Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 GENERAL NOTES 1/8"=1'-0" 25-129 INDOOR PICKLEBALL CENTER MAIN BUILDING UNDER AIR (ALL INTERIOR) 53,175 S.F. MAIN LEVEL 13,583 S.F. 2ND LEVEL TOTAL 66,758 S.F. OUTDOOR SPACE 1,470 S.F. PATIO MAIN LEVEL 1,470 DECK 2ND LEVEL TOTAL 2,950 S.F. SECONDARY BUILDING UNDER AIR (ALL INTERIOR) 21,264 S.F. TOTAL 21,264 S.F. OUTDOOR SPACE NONE BANQUET HALL UNDER AIR (ALL INTERIOR) 7,714 S.F. MAIN LEVEL 1,600 S.F. 2ND LEVEL TOTAL 9,314 S.F. OUTDOOR SPACE 2,864 S.F. PATIO MAIN LEVEL 2,864 DECK 2ND LEVEL TOTAL 5,728 S.F. 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" BUILDING #2 SOUTH ELEVATION3 Scale: 1/8"=1'-0" BUILDING #2 NORTH ELEVATION1 BUILDING#2 ELEV Scale: 1/8"=1'-0" BUILDING #2 NORTH SIDE PLANE CHANGES2 Scale: 1/8"=1'-0" BUILDING #2 SOUTH SIDE PLANE CHANGES4 8/20/25 0'-0" GRADE 29'-10" HIGH POINT OF ROOF 30'-4" LOW POINT OF PARAPET 33'-4" HIGH POINT OF PARAPET244 6 7 67 33333444 MA T C H L I N E 0'-0" GRADE 29'-10" HIGH POINT OF ROOF 30'-4" LOW POINT OF PARAPET 33'-4" HIGH POINT OF PARAPET 24467 6 7 33333444 MA T C H L I N E 19'-0"15'-0"19'-0"15'-0"11'-2"101'-0" 10 ' - 0 " MA T C H L I N E 33'-0"11'-2"15'-0"19'-0"15'-0"34'-0"19'-0"15'-0" 10 ' - 0 " 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " 19'-0"15'-0" MA T C H L I N E Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 GENERAL NOTES 1/8"=1'-0" 25-129 INDOOR PICKLEBALL CENTER MAIN BUILDING UNDER AIR (ALL INTERIOR) 53,175 S.F. MAIN LEVEL 13,583 S.F. 2ND LEVEL TOTAL 66,758 S.F. OUTDOOR SPACE 1,470 S.F. PATIO MAIN LEVEL 1,470 DECK 2ND LEVEL TOTAL 2,950 S.F. SECONDARY BUILDING UNDER AIR (ALL INTERIOR) 21,264 S.F. TOTAL 21,264 S.F. OUTDOOR SPACE NONE BANQUET HALL UNDER AIR (ALL INTERIOR) 7,714 S.F. MAIN LEVEL 1,600 S.F. 2ND LEVEL TOTAL 9,314 S.F. OUTDOOR SPACE 2,864 S.F. PATIO MAIN LEVEL 2,864 DECK 2ND LEVEL TOTAL 5,728 S.F. 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" BUILDING #2 EAST ELEVATION (PARTIAL)2 Scale: 1/8"=1'-0" BUILDING #2 EAST ELEVATION (PARTIAL)1 BUILDING#2 ELEV Scale: 1/8"=1'-0" BUILDING #2 EAST SIDE PLANE CHANGES (PARTIAL)3 Scale: 1/8"=1'-0" BUILDING #2 EAST SIDE PLANE CHANGES (PARTIAL)4 8/20/25 MA T C H L I N E 0'-0" GRADE 6 67 1 7179 28'-2" LOW POINT OF ROOF 28'-2" TOP OF PARAPIT MA T C H L I N E 6 7 67 117 9 0'-0" GRADE 28'-2" LOW POINT OF ROOF 30'-8" TOP OF PARAPIT 19'-0"15'-0"19'-0"15'-0"11'-2"101'-0" 10 ' - 0 " MA T C H L I N E 33'-0"11'-2"15'-0"19'-0"15'-0"34'-0"19'-0"15'-0" 10 ' - 0 " 4' - 6 " 4' - 6 " 4' - 6 " 4' - 6 " 19'-0"15'-0" MA T C H L I N E Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 GENERAL NOTES 1/8"=1'-0" 25-129 INDOOR PICKLEBALL CENTER MAIN BUILDING UNDER AIR (ALL INTERIOR) 53,175 S.F. MAIN LEVEL 13,583 S.F. 2ND LEVEL TOTAL 66,758 S.F. OUTDOOR SPACE 1,470 S.F. PATIO MAIN LEVEL 1,470 DECK 2ND LEVEL TOTAL 2,950 S.F. SECONDARY BUILDING UNDER AIR (ALL INTERIOR) 21,264 S.F. TOTAL 21,264 S.F. OUTDOOR SPACE NONE BANQUET HALL UNDER AIR (ALL INTERIOR) 7,714 S.F. MAIN LEVEL 1,600 S.F. 2ND LEVEL TOTAL 9,314 S.F. OUTDOOR SPACE 2,864 S.F. PATIO MAIN LEVEL 2,864 DECK 2ND LEVEL TOTAL 5,728 S.F. 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" BUILDING #2 WEST ELEVATION (PARTIAL)2 Scale: 1/8"=1'-0" BUILDING #2 WEST ELEVATION (PARTIAL)1 BUILDING#2 ELEV Scale: 1/8"=1'-0" BUILDING #2 WEST SIDE PLANE CHANGES (PARTIAL)3 Scale: 1/8"=1'-0" BUILDING #2 WEST SIDE PLANE CHANGES (PARTIAL)4 8/20/25 0'-0" GRADE 33'-8" LOW POINT OF PARAPET 28'-10 3 4" LOW POINT OF ROOF 0'-0" GRADE 32'-8" HIGH POINT OF ROOF 38'-0" HIGH POINT OF PARAPET 33'-8" LOW POINT OF PARAPET 6 TYP. 7 TYP. 9 6 TYP. 7 TYP. 9 3 3 8 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 32'-8" HIGH POINT OF ROOF 38'-0" HIGH POINT OF PARAPET 33'-8" LOW POINT OF PARAPET 0'-0" GRADE 33'-8" LOW POINT OF PARAPET 6 TYP. 7 TYP.1 1 1 1 11 8 3 3 28'-10 3 4' LOW POINT OF ROOF Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 1/8"=1'-0" 8/20/25 25-129 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" MAIN BUILDING #1 NORTH ELEVATION1 Scale: 1/8"=1'-0" MAIN BUILDING #1 SOUTH ELEVATION2 COLOR ELEVBUILDING 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 32'-8" HIGH POINT OF ROOF 38'-0" HIGH POINT OF PARAPET 33'-8" LOW POINT OF PARAPET 6 TYP. 7 TYP. 6 TYP.3 3 19 1 8 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 32'-8" HIGH POINT OF ROOF 38'-0" HIGH POINT OF PARAPET 33'-8" LOW POINT OF PARAPET6TYP. 7 TYP. 6 3 3 1 9 88 Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 1/8"=1'-0" 25-129 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" MAIN BUILDING #1 EAST ELEVATION (PARTIAL)2 Scale: 1/8"=1'-0" MAIN BUILDING #1 EAST ELEVATION (PARTIAL)1 8/20/25 COLOR ELEVBUILDING MA T C H L I N E 0'-0" GRADE 28'-10 3 4" LOW POINT OF ROOF 6 7 6733 31130'-2 3/4" TOP OF PARAPIT MA T C H L I N E 6 7 6733 3 1 1 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 35'-0" ROOF Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 1/8"=1'-0" 25-129 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" MAIN BUILDING #1 WEST ELEVATION (PARTIAL)2 Scale: 1/8"=1'-0" MAIN BUILDING #1 WEST ELEVATION (PARTIAL)1 COLOR ELEVBUILDING 8/20/25 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 29'-10" HIGH POINT OF ROOF 34'-6" HIGH POINT OF PARAPET 30'-4" LOW POINT OF PARAPET 6 8 3 3 5 11 1 1 1 1 5 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 34'-6" HIGH POINT OF PARAPET 30'-4" LOW POINT OF PARAPET 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 27'-7" LOW POINT OF ROOF 34'-6" HIGH POINT OF PARAPET 30'-4" LOW POINT OF PARAPET 6 833 9 5 5 5 6 6 8 99 33 3 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 27'-7" LOW POINT OF ROOF 34'-6" HIGH POINT OF PARAPET 30'-4" LOW POINT OF PARAPET 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 29'-10" LOW POINT OF ROOF 34'-6" HIGH POINT OF PARAPET 30'-4" LOW POINT OF PARAPET 6 33 9 Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 NORTH ELEVATION1 1/8"=1'-0" 25-129 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 EAST ELEVATION2 COLOR ELEVBUILDING Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 EAST ELEVATION3 Scale: 1/8"=1'-0" BANQUET HALL BUILDING #3 EAST ELEVATION4 8/20/25 0'-0" GRADE 28'-2" LOW POINT OF ROOF 28'-2" LOW POINT OF PARAPIT 0'-0" GRADE 29'-10" HIGH POINT OF ROOF 30'-4" LOW POINT OF PARAPET 33'-4" HIGH POINT OF PARAPET 3 30'-8" HIGH POINT OF PARAPIT 6 4 9 3 3 0'-0" GRADE 28'-2" LOW POINT OF ROOF 28'-2" LOW POINT OF PARAPIT 0'-0" GRADE 29'-10" HIGH POINT OF ROOF 30'-4" LOW POINT OF PARAPET 33'-4" HIGH POINT OF PARAPET330'-8" HIGH POINT OF PARAPIT 6 413 3 Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 1/8"=1'-0" 25-129 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES Scale: 1/8"=1'-0" BUILDING #2 SOUTH ELEVATION2 Scale: 1/8"=1'-0" BUILDING #2 NORTH ELEVATION1 BUILDINGCOLOR ELEV 8/20/25 0'-0" GRADE 29'-10" HIGH POINT OF ROOF 30'-4" LOW POINT OF PARAPET 33'-4" HIGH POINT OF PARAPET244 6 7 67 33333444 0'-0" GRADE 29'-10" HIGH POINT OF ROOF 30'-4" LOW POINT OF PARAPET 33'-4" HIGH POINT OF PARAPET 24467 6 73333444 Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 Scale: 1/8"=1'-0" BUILDING 2 EAST ELEVATION PARTIAL1 1/8"=1'-0" 25-129 Scale: 1/8"=1'-0" BUILDING 2 EAST ELEVATION PARTIAL2 1.KINGSPAN GOOSEWING GRAY RAL 080 70 05 TEXTURED PANEL OR SIMILAR 2.KINGSPAN GOOSEWING GRAY RAL 080 70 05 MICRO RIB PANEL OR SIMILAR 3.KINGSPAN LOLITE RAL 5011 MICRO RIB PANEL OR SIMILAR 4.KINGSPAN DENIM RAL 5014 FLUSH PANEL OR SIMILAR 5.KINGSPAN LOLITE RAL 5011 SMOOTH PANEL OR SIMILAR 6.SW 6843 HOT - PAINTED STRIPE 7.SW 6244 NAVAL BLUE - PAINTED STRIPE 8.KINGSPAN JET RAL 9005 SMOOTH FACE PANEL OR SIMILAR 9.KINGSPAN GOOSEWING GRAY RAL 080 70 05 SMOOTH PANEL OR SIMILAR KEY NOTES ELEV COLORBUILDING 8/20/25 6 6 7 6733 3 1 1 0'-0" GRADE 14'-0" TOP OF 2ND FLOOR 35'-0" ROOF 6 7 6733 311 1 Sheet Re v i s i o n / I s s u e No . Da t e Pr o j e c t N a m e a n d A d d r e s s Scale Project Date Oc o e e P i c k l e b a l l F a c i l i t y 1818 Lake Roberts Landing Dr.Winter Garden, FL 34787(407) 697-9616 INDOOR PICKLEBALL CENTER MAIN BUILDING UNDER AIR (ALL INTERIOR) 53,175 S.F. MAIN LEVEL 13,583 S.F. 2ND LEVEL TOTAL 66,758 S.F. OUTDOOR SPACE 1,470 S.F. PATIO MAIN LEVEL 1,470 DECK 2ND LEVEL TOTAL 2,ϵ50 S.F. SECONDARY BUILDING UNDER AIR (ALL INTERIOR) 21,264 S.F. TOTAL 21,264 S.F. OUTDOOR SPACE NONE BANQUET HALL UNDER AIR (ALL INTERIOR) 7,714 S.F. MAIN LEVEL 1,600 S.F. 2ND LEVEL TOTAL ϵ,314 S.F. OUTDOOR SPACE 2,864 S.F. PATIO MAIN LEVEL 2,864 DECK 2ND LEVEL TOTAL 5,728 S.F. GENERAL NOTES 1/8"=1'-0" 25-129 Scale: 1/8"=1'-0" BUILDING 2 WEST COURTS - EAST ELEVATION PARTIAL1 Scale: 1/8"=1'-0" BUILDING 2 WEST COURTS - EAST ELEVATION PARTIAL2 BUILDINGCOLOR ELEV 8/20/25 FIRST INSERTIONCITY OF OCOEENOTICE OF PUBLIC HEARING TO CONSIDER ANAPPLICATION FOR A LARGE-SCALE PRELIMINARY SITE PLANOCOEE PICKLEBALL COMPLEX – VASANT SPORTS LLCCASE NUMBER: LS-2025-005 (SAGE # 2025-0015) NOTICE IS HEREBY GIVEN, pursuant to Article IV, Section 4-3A(3)(b), of the City of Ocoee Land Development Code, that on TUESDAY, SEPTEMBER 16, 2025, at 6:15 P.M. or as soon thereafter as practical, the OCOEE CITY COMMIS-SION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 1 North Bluford Avenue, Ocoee, Florida, to consider an application for a Large-Scale Preliminary Site Plan for the Ocoee Pickleball Complex – Vasant Sports LLC to be located on three (3) lots assigned parcel ID #s 21-22-28-3093-04-000, 21-22-28-3093-03-000, and 21-22-28-3093-06-000. Combined, the subject property con-tains approximately 6.08 acres and is generally located on the west side of Jacob Nathan Boulevard at the terminus of Matthew Paris Boulevard. The subject proper-ties are addressed at 1100, 1050, and 1000 Jacob Nathan Boulevard. The applicant is proposing an indoor pickleball complex that would consist of indoor recreation, dining, event space, and retail uses.Interested parties may appear at the public hearing and be heard with respect to the proposed action. The complete case file may be inspected at the Ocoee Devel-opment Services Department, located at 1 North Bluford Avenue, Ocoee, Florida, between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday, except for legal holidays. The City Commission may continue the public hearing to other dates and times as it deems necessary. Any interested party shall be advised that the dates, times, and places of any continuation of these or continued public hearings shall be announced during the hearings and that no further notices regarding these matters will be published. You are advised that any person who desires to appeal any deci-sion made during the public hearings will need a record of the proceedings and, for this purpose, may need to ensure that a verbatim record of the proceedings is made, which includes the testimony and evidence upon which the appeal is based. Persons with disabilities needing assistance to participate in any of the proceedings should contact the City Clerk’s Office 48 hours in advance of the meeting at (407) 905-3105.September 4, 2025 25-02412W