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HomeMy WebLinkAboutItem 21 Approval of Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org STAFF REPORT Meeting Date: March 5, 2024 Item #: 21 Contact Name: Anoch Whitfield Department Director: Michael Rumer Contact Number: Ext. 1016 City Manager: Robert Frank Subject: Approval of Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan: Project No. LS-2023-004. (Zoning Manager Whitfield) Background Summary: Owner/Applicant: The property is owned by the Ocoee United Methodist Church, Inc. (Ocoee UMC), and the applicant is Carlos Bonilla, Esquire. Site Location: The property is located in Commission District 2, generally on the northeast corner of the South Clarke Road and White Road intersection. Property Size & Parcel Identification Number: The subject property consists of the southern 5.71-acre portion of the property address at 201 S. Clarke Road, assigned Parcel ID # 21-22-28-0000-00-027, which was rezoned to R-1A. The development acreage is 5.95 acres because it includes the 0.24 acres of land area to be used for the private access driveway that will be shared between the church, the subdivision, and the communications tower. Existing Site Conditions: The table below summarizes the existing site characteristics of the property. Current Future Land Use Map (FLUM) Designation Current Zoning District Existing Land Use Unique Features/Overlay Districts Low Density Residential R-1A Vacant None The table below lists the jurisdictions, future land use designations, zoning districts, and existing uses of the surrounding properties. Direction Jurisdiction Future Land Use Designation Zoning Existing Land Uses North City of Ocoee Low Density Residential R-1A Single-family residential homes City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org South City of Ocoee Low Density Residential PUD-LD Single-family residential homes East City of Ocoee Low Density Residential R-1A Single-family residential homes West Orange County Institutional A-1 Public utility facilities Transportation and Access: The subdivision will have two (2) limited access points. The primary access point is via a new public road (50-foot right-of-way) off of White Road, which will be limited to a right-in/right-out operation and which will be dedicated to the City. The secondary access point is via a new private driveway (30-foot width) off of South Clarke Road (just south of the existing church entrance), which will also be limited to a right-in/right-out operation. This secondary private driveway will also provide access to the recently approved telecommunications bell tower via a shared access easement and agreement. Based on the Traffic Impact Analysis (TIA) provided, the proposed 18-lot subdivision will not cause the affected transportation network along White Road or South Clarke Road to operate below the adopted level of service. Project traffic is fairly minimal (16 AM and 20 PM Peak Hour Trips), and the turn lane analysis at the Clarke Road at White Road traffic signal indicated sufficient storage length in both eastbound (EB) and westbound (WB) directions. Utilities: The Utilities Department approved the Ocoee Oaks Joint Venture project as a preliminary subdivision plan. The City has sufficient water/wastewater treatment capacity at the respective treatment plants for the project; however, capacity is reserved when the vertical construction permit(s) are issued. The points of connection for utilities shall be as follows: 1. Potable water service is available from the City’s 10” main on the east side of Clarke Rd. 2. Sanitary sewer service is available at the terminal manhole in the Whitehill subdivision on Robyns Glenn Rd. 3. Reclaimed water service is available from the City’s 16” reclaimed mains on White Rd or Clarke Rd and shall be used for irrigation as the lower-quality water source. Utilities staff continues to work with the designer to resolve outstanding comments/concerns regarding the final subdivision plan review. Stormwater: Drainage requirements for the development of this subdivision will be provided in the existing stormwater pond on the remainder of the church property via a drainage shared-use agreement. Schools: The applicant will need to receive school concurrency approval with Orange County Public Schools prior to Final Subdivision Plan approval. Recreation and Open Space: Per Section 6-9, subdivisions with 10 to 50 units are required to provide a minimum of one (1) open space amenity. Ocoee Oaks Joint Venture proposes a tot lot/playground to satisfy this requirement. Approval of this subdivision and subsequent plat will both create the subdivision and parcel out the remainder of the church property. Issue: Should the Honorable Mayor and City Commissioners approve the Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan (PSP) for the development of an 18-lot single-family detached residential subdivision on the southern 5.71-acre portion of the property assigned parcel ID number 21-22-28-0000-00-027? City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Recommendations: Development Review Committee (DRC) Recommendation: The DRC met on Tuesday, January 2, 2024, to consider the proposed Large-Scale Preliminary Subdivision Plan (PSP) and, finding no issues, made a recommendation of approval of the Ocoee Oaks Joint Venture Large-Scale PSP on the southern 5.71-acre portion of the property assigned parcel ID number 21-22-28-0000-00- 027. Planning and Zoning Commission (PZC) Recommendation: The PZC considered this item at its February 13, 2024, public hearing. Discussion was relative to traffic movements and access and use of the private 30-foot driveway. Following the discussion, the Planning and Zoning Commission made a recommendation for the proposed Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan (PSP) on the southern 5.71-acre portion of the property assigned parcel ID number 21-22-28-0000-00-027 for the development of an 18-lot single-family detached residential subdivision. Staff Recommendation: Staff recommends that the Honorable Mayor and City Commissioners approve the Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan (PSP) for the development of an 18-lot single-family detached residential subdivision on the southern 5.71-acre portion of the property assigned parcel ID number 21-22-28-0000-00-027. Attachments: 1. Location Map 2. Aerial Map 3. Surrounding FLU Map 4. Surrounding Zoning Map 5. PSP 6. Legal Ad Financial Impacts: N/A Type of Item: Public Hearing LAKE OLYMPIA UNNAMED LAKE W h i t e R dS Clarke RdRachels Ridge LoopRobyns Glenn RdBaton Rouge DrMisty Meadow DrBiloxi CtVidalia CtNeumann Village CtNew Orleans DrOcoee Oaks Joint Venture Large-Scale PSPLocation Map I LAKE OLYM PIA UNNAMED LAKE UNNAMED LAKE White RdS Clarke RdNatchez Trace BlvdRobyns Glenn RdAdriatic Dr Misty Meadow DrBiloxi CtPristine Cir Montevello DrVidalia CtBaton Rouge Dr Cambridge Village C t R a c h e l s R i d g e L o o p Concord Village WayCreole CtI 0 190 38095Feet Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan2022 Aerial Photography UNNAMED LAKE LAKE OLYMPIA LDR LDR LDR COMM INST W h i te R dS Clarke RdAdriatic Dr Robyns Glenn RdMisty Meadow DrBi l oxi CtCamb ridge Village Ct Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision PlanSurrounding FLU Map Development ServicesDepartment I 0 200 400100Feet 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 UNNAMED LAKE LAKE OLYMPIA R-1A PUD-LD A-1 R-1AA UNC R-1A PUD-COM M W h i te R dS Clarke RdAdriatic Dr Robyns Glenn RdBiloxi CtOcoee Oaks Joint Venture Large-Scale Preliminary Subdivision PlanSurrounding Zoning Map Development ServicesDepartment I 0 200 400100Feet 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 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom DAVE SCHMITTENGINEERING, INC.12301 LAKE UNDERHILL ROADSUITE 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471JOB NO.:F:\OJV1\CAD\Planset\Final\01 COVER SHEET (ONLY FOR PZC).dwg, 1/2/2024 11:50:53 AM DATE:SHEET:01 OF 19OJV-1MAY 2023OCOEE OAKSJOINT VENTURECITY OF OCOEE, FLORIDAPREPARED FOR:OCOEE OAKS JOINT VENTUREDAVE M. SCHMITTFLORIDA REG. NUMBER48274LOCATION MAPTHIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS ASCONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE"MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCEFOR STREETS AND HIGHWAYS" AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATIONKnow what'sbelow.before you dig.CallRDATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSDATEBYDESCRIPTIONOWNER:OCOEE OAKS UNITED METHODIST CHURCH, INC.10275 KRISTEN PARK DR.,ORLANDO, FL 32832CONTACT: DONALD THALMANNPHONE: 407-293-0700APPLICANT:CARLOS BONILLA7901 KINGSPOINTE PKWY, STE 8,ORLANDO, FL 32819CONTACT: CARLOS BONILLAPHONE: 407-557-6208EMAIL: CARLOS@ELPGLOBAL.COMCIVIL ENGINEER:DAVE SCHMITT ENGINEERING, INC.12301 LAKE UNDERHILL ROAD, SUITE 241ORLANDO, FL 32828CONTACT: DAVE SCHMITT, P.E.PHONE: 407-207-9088EMAIL: DSEMAILBOX@DSEORL.COMLANDSCAPE:BORRELLI + PARTNERS720 VASSAR STREETORLANDO, FL 32804CONTACT: CHRIS RICEPHONE:407 418-1338EMAIL: CRICE@BORRELLIARCHITECTS.COMGEOTECHNICAL ENGINEER:UNIVERSAL ENGINEERING SCIENCES3532 MAGGIE BOULEVARDORLANDO, FLORIDA 32811CONTACT: ROBERT A. TROMPKE, P.E.PHONE: 407-304-5560TRAFFIC PLANNING AND DESIGN INC.:535 VERSAILLES DRIVEMAITLAND, FLORIDA 32751CONTACT: ALEXA L. BUNDYPHONE: 407-423-0504PEC SURVEYING AND MAPPING LLC:2100 ALAFAYA TRAIL, SUITE 203OVIEDO, FLORIDA 32765CONTACT: DAVID WHITE P.S.M.PHONE: 407-542-4967TABLE OF CONTENTSGENERAL CONSTRUCTION NOTESEROSION CONTROL & DEMO PLANEROSION CONTROL DETAILS05SWPPP06080912131415BOUNDARY SURVEYVICINITY MAPSECTION 21, TOWNSHIP 22 , RANGE 28PARCEL IDNo. 21-22-28-0000-00-027WATER / SEWER SERVICE:CITY OF OCOEE UTILITIES DEPARTMENT1800 A.D. MIMS RD.OCOEE, FL 34761PHONE: (407) 905-3159ELECTRIC SERVICE:DUKE ENERGY452 EAST CROWN POINT ROADWINTER GARDEN, FL 33787PHONE: (407) 905-3321TELEPHONE SERVICE:AT&T-SOUTHEAST450 N. GOLDENROD ROADORLANDO, FLORIDA 32807PHONE: (407) 380-0938CABLE SERVICE:SPECTRUM1004 US HIGHWAY 92 WAUBURNDALE, FL 33823PHONE: (866) 309-3279GAS SERVICE:LAKE APOPKA NATURAL GAS DISTRICT1320 WINTER GARDEN-VINELAND ROADWINTER GARDEN, FL 34778PHONE: (407) 656-2734FIRE TRUCK ROUTE PLANUTILITY DETAILS - 1UTILITY DETAILS - 2PAVING, GRADING & DRAINAGE DETAILSSITEScale 1:1000Scale 1:500001COVER SHEET020304OVERALL SITE PLANGRADING & DRAINAGE PLANUTILITY PLAN07GEOMETRY PLAN10PLAN & PROFILE (STREET A) - 111SIGNAGE & STRIPING PLAN16LIFT STATION PLAN17LIFT STATION DETAILS-118LIFT STATION DETAILS-2SITE19PLAN & PROFILE (STREET A) - 2LARGE-SCALE PRELIMINARY 109-12-2023DMREV PER CITY/SJRWMD COMMENTS11115-AUTILITY DETAILS - 308-AGRADING & DRAINAGE PLAN-2LIFT STATION PLAN-319-ALIFT STATION DETAILS-419-BLIFT STATION DETAILS-519-C111210-13-2023DMREV PER CITY/SJRWMD COMMENTSTREE MITIGATION PLANT-100/T-101TREE MITIGATION PLAN AND CALCULATIONST-500LANDSCAPE PLAN LIST AND DETAILSL-500LANDSCAPE PLANL-100/L-101IRRIGATION DETAILSI-500IRRIGATION PLANI-100/I-101211APLAN & PROFILE (WHITE ROAD) - 311BPLAN & PROFILE (ROBYNS GLENN RD) - 42311-21-2023DMREV PER CITY/SJRWMD COMMENTS33412-13-2023DMREV PER CITY COMMENTS4 SUBDIVISION PLAN GENERAL NOTES1.ALL CONSTRUCTION SHALL CONFORM WITH CITY OF OCOEE ENGINEERING STANDARDS MANUAL, F.D.O.T. STANDARDS FOR ROAD & BRIDGECONSTRUCTION AND THE CITY OF OCOEE. THE MOST STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS SETFORTH IN THE GENERAL NOTES . ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITHTHE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, MATERIALS LIST, AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDEEXEMPTION TO THESE REQUIREMENTS.2.THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING ROAD RIGHTS-OF-WAY WITH THE CITY OF OCOEE CITY ENGINEER ANDTHE FLORIDA DEPARTMENT OF TRANSPORTATION.3.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN-HAND BEFOREBEGINNING CONSTRUCTION.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING SAID INSPECTIONS.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND FORNOTIFYING THE VARIOUS UTILITY PROVIDERS TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISRUPTIONOF SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHENCROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE WITH THEPROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY PROVIDERS AND THE CONTRACTOR SHALL COOPERATEWITH THE UTILITY PROVIDER DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE BY THE VARIOUS UTILITIES SHALL BEINCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.6.THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEENDETERMINED FROM THE BEST INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMESNO RESPONSIBILITY FOR THEIR ACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICHWOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WILL HALT ALL CONSTRUCTION AND NOTIFY THEENGINEER IMMEDIATELY.7.DUKE ENERGY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED POWER DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING HIS WORK WITH PROGRESS ENERGY TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATECONFLICTS IN THE WORK, AND AVOID UNNECESSARY DELAYS.8.THE LOCAL TELEPHONE COMPANY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED COMMUNICATION DISTRIBUTION SYSTEM. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH SAID PROVIDER TO INSURE PROPER CONSTRUCTION PHASING,ELIMINATE CONFLICTS AND AVOID UNNECESSARY DELAYS.9.ALL WORK AND MATERIALS FURNISHED SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSSSECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS ORSPECIFICATIONS.10.THE CONTRACTOR SHALL CONTROL HIS OPERATIONS AND THOSE OF HIS SUBCONTRACTORS, AND ALL SUPPLIERS TO ASSURE THE LEASTINCONVENIENCE TO THE TRAVELING PUBLIC. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICULARTRAFFIC AND SHALL LIMIT HIS OPERATIONS FOR THE SAFETY AND CONVENIENCE OF THE TRAVELING PUBLIC. UNDER ALL CIRCUMSTANCES,SAFETY SHALL BE THE MOST IMPORTANT CONSIDERATION.11.PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, WARNING SIGNS, AND MARKINGSFOR HAZARDS AND THE CONTROL OF TRAFFIC, IN REASONABLE CONFORMITY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICESFOR STREET AND HIGHWAYS OR AS DIRECTED BY THE CITY OF OCOEE TRAFFIC ENGINEER; SUCH AS TO EFFECTIVELY PREVENT ACCIDENTSIN ALL PLACES WHERE THE WORK CAUSES OBSTRUCTIONS TO THE NORMAL TRAFFIC OR CONSTITUTES IN ANY WAY A HAZARD TO THEPUBLIC.12.THE CONTRACTOR SHALL COMPLY WITH ALL LOAD RESTRICTIONS IN THE HAULING OF MATERIALS IN PUBLIC ROADS BEYOND THE LIMITS OFTHE WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE WHICH MAY RESULT FROM THE MOVINGOF MATERIAL AND EQUIPMENT.13.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE POLICIES AND GUIDELINES ESTABLISHED BY CITY OF OCOEE, FLORIDA FOR THEPRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TOPROPERTY OF ANY CHARACTER, DURING THE EXECUTION OF THE WORK, RESULTING FROM ANY OMISSION, NEGLECT, OR MISCONDUCT INHIS MANNER OR METHOD OF EXECUTING THE WORK, OR AT ANYTIME DUE TO DEFECTIVE WORK OR MATERIALS.14.THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL HEADWALL/ENDWALL FOOTINGS,RETAINING WALLS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THECONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS BEEN PERFORMED PRIOR TO CONSTRUCTION.15.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT FOR THIS PROJECTFROM DAVE SCHMITT ENGINEERING. INC. AND MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS FOR SOIL PREPARATION ON THE SITE.16.AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF-ROLLED TO ASSURE THAT PROPER COMPACTION HASBEEN ATTAINED. THE PROOF-ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSEDGEOTECHNICAL ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND THAT ALL DELETERIOUS MATERIALS HAVEBEEN REMOVED.17.COMPACT THE TRENCHES WITHIN ROADWAYS TO 98% OF THE MODIFIED PROCTOR DENSITY; WITHIN OTHER AREAS TO 95%.18.IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH,HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFOREEMBANKMENT IS STARTED. IMMEDIATELY PRIOR TO THE PLACEMENT OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO PLACED,SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL TO THE AXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE THEAREA PRIOR TO THE PLACEMENT OF FILL.19.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC IN ACCORDANCE WITH FDOT STANDARD INDEX .20.ROADWAY AND DRAINAGE DESIGN PER CURRENT CITY OF OCOEE AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS ANDSPECIFICATIONS.21.THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO CITY OF OCOEE AND OBTAIN PLAN APPROVAL PRIOR TOCONSTRUCTION.22.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL RETENTION AND DETENTION FACILITIES AND ALL LANDSCAPEBUFFERS, THROUGH THE DURATION OF THE PROJECT, AND UNTIL THE WORK IS ACCEPTED BY THE OWNER, ALL DISRUPTED AREAS SHALL BERETURNED TO THEIR ORIGINAL CONDITION.23.CONTRACTOR IS REQUIRED TO CALL SUNSHINE UTILITY LOCATES AT 811, MINIMUM OF 2 DAYS TO A MAXIMUM OF 5 DAYS, PRIOR TO ANYEXCAVATION.32. CITY OF OCOEE UTILITIES EMERGENCY WASTEWATER SPILL AND WATER MAIN BREAK PROCEDURES.A.TELEPHONE NOTIFICATIONTHE CITY OF OCOEE INSPECTOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCEMAIN, GRAVITY SEWER OR WATERMAIN BREAK OR DAMAGE AT 407-905-3159.B.REPAIR IMMEDIATELYALL DAMAGE TO CITY OF OCOEE'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTORS' EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY OF OCOEE UTILITIES INSPECTOR, CITY OF OCOEE MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR THOSE REPAIRS.C.CITY OF OCOEE UTILITIES GENERAL TELEPHONE NUMBERSCONSTRUCTION INSPECTION SECTION 407-905-3100 X1510ENGINEERING DEPT 407-905-3100 X1504D.ADVANCE NOTIFICATION OF CONSTRUCTIONE.ADVANCE NOTIFICATION OF PENDING CONNECTIONCOORDINATE WITH/ THROUGH CITY'S INSPECTORF.OPERATION OF CITY OF OCOEE VALVESWATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY A CITY OF OCOEE UTILITIESINSPECTOR (407-905-3100). ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION.G.OPERATION OF CITY OF OCOEE PUMP STATIONSTHE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATIONS AND SHUT DOWN CONTROLS WITH AN CITY OF OCOEE UTILITIES INSPECTOR (407-905-3100).33. PRESSURE PIPE LENGTHS DO NOT INCLUDE BENDS, AIR RELEASE VALVES OR FIRE HYDRANT ASSEMBLIES.34. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP STANDARDS SHALL BE FOLLOWEDFOR ALL PUBLIC UTILITIES.35. AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OFTHE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS:a.1 PDF COPYb.CAD COPY DRAWN IN STATE PLANE COORDINATES36. ALL FINISHED FLOOR ELEVATIONS WILL EXCEED THE 100-YEAR FLOOD PLAIN BY A MINIMUM OF TWO FEET (2').37. IN THE EVENT OF EXCESSIVE OFF-SITE TRACKING, THE CONTRACTOR WILL BE OBLIGATED TO INSTALLADDITIONAL MEASURES. SHOUL OFFSITE TRACKING BECOME AN ISSUE, THE CITY WILL REQUIRE INSTALLATION OFTHE YELLOW RUMBLE STRIP ANTI SEDIMENT TRACKING DEVICE. 38. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED INWRITING PRIOR TO CONSTRUCTION. 39. CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENTCODE, APPROVED MATERIALS LIST, AND CITY DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITYOF OCOEE STANDARDS AND STANDARDS SET FORTH IN THESE NOTES SHALL BE FOLLOWED.40. ALL FINISH FLOOR ELEVATIONS WILL EXCEED THE 100-YRS FLOOD PLAIN BY A MINIMUM OF TWO FEET (2').41.THE MOST STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS SET FORTH IN THEGENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY ENGINEER) SHALL BEFOLLOWED.42. AS-BUILT NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMAT:A.-1 PDF COPYB.-CAD COPY DRAWN IN STATE PLANE COORDINATES.SUBDIVISION NOTE:-STRUCTURES, IMPERVIOUS MATERIALS AND FENCES ARE NOT PERMITTED WITHIN THE SWALE AREAS INORDER TO PREVENT IMPEDING OR OBSTRUCTING DRAINAGE FLOWS IN THE REARS OF THE LOTS.24.MISCELLANEOUS ENGINEER NOTIFICATIONSA.THE CONTRACTOR SHALL PROVIDE THE CITY 48 HOUR ADVANCE NOTIFICATION FOR THE FOLLOWING CONSTRUCTION ANDOBSERVATION ACTIVITIES.a.SANITARY SEWER VIDEO INSPECTION.b.CONNECTIONS TO EXISTING SYSTEMSc.THRUST BLOCK POURS AND RESTRAINT CONNECTIONSd.STORM DRAINAGE LAMPINGe.INLET TOP POURS (REINFORCING STEEL CHECK)f.WATER & FORCE MAIN PRESSURE TESTSg.BACTERIOLOGICAL SAMPLINGh.BASE OBSERVATION & SOUNDINGi.ASPHALT PLACEMENTj.PRE-FINAL INSPECTIONk.FINAL INSPECTIONB.THE CONTRACTOR SHALL KEEP DAILY "AS-BUILT" DRAWINGS AND MAKE THEM READILY ACCESSIBLE.C.THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A PROJECT CONSTRUCTION SCHEDULE (BAR GRAPH) ANDUPDATE SAID SCHEDULE ON A MONTHLY BASIS.D.THE CONTRACTOR SHALL COORDINATE ALL BACKFILL OPERATIONS WITH THE PROJECT GEOTECHNICAL ENGINEER AND SUBMITTEST REPORTS TO THE ENGINEER PRIOR TO BEGINNING WORK ON THE NEXT ITEM OF WORK, I.E. SUBGRADE PRIOR TO CURB.E.THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER, RETEST AND OR PERFORM ANY ACTIONNECESSARY TO ENSURE THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS ANDSPECIFICATIONS.25.AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERINGSTANDARDS MANUAL IN THE FOLLOWING FORMATS:A. 1 PDF COPYB. CAD COPY DRAWN IN STATE PLANE COORDINATESWATER26. THE FOLLOWING UTILITY PROVIDER IS LISTED FOR THE CONVENIENCE TO THE CONTRACTOR.WATER: CITY OF OCOEE UTILITIES DEPARTMENT 1800 A.D. MIMS RD. OCOEE, FLORIDA 34761 (407) 905-315927. WATER AND UTILITY CROSSINGS:UTILITY SEPARATION-VERTICAL CLEARANCEA. THE WATER MAIN SHALL BE LAID ABOVE THE SEWER WHENEVER THEY CROSS. IF POSSIBLE WATER MAIN SHALL BE ABOVE OTHERPIPES.B.WHERE WATER MAINS CROSS A GRAVITY SANITARY SEWER, STORM SEWER, OR RECLAIMED WATER MAIN, A VERTICALSEPARATION (OUTSIDE TO OUTSIDE) OF AT LEAST 12 INCHES MUST BE MAINTAINED FROM THE RECLAIMED WATER MAIN. AVERTICAL SEPARATION OF 18 INCHES MUST BE MAINTAINED FROM THE GRAVITY SANITARY SEWER AND STORM SEWER MAIN. THEWATER MAIN SHALL BE LAID ABOVE THE OTHER PIPE.C.ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ON THE OTHER PIPELINE SO THAT THE WATER MAIN JOINTS WILL BEAS FAR AS POSSIBLE FROM THE JOINTS OF THE OTHER PIPE.UTILITY SEPARATION-HORIZONTAL SEPARATIOND.WHEN WATER MAINS PARALLEL A GRAVITY SANITARY SEWER MAIN NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., ASEPARATION (MEASURED OUTSIDE TO OUTSIDE) OF AT LEAST TEN FEET MUST BE MAINTAINED.E.WHERE WATER MAINS PARALLEL A GRAVITY STORM SEWER PIPE OR RECLAIMED WATER MAIN REGULATED UNDER PART III OFCHAPTER 62-610, F.A.C. A MINIMUM OF 3 FEET HORIZONTAL SEPARATION (MEASURED OUTSIDE TO OUTSIDE) MUST BE MAINTAINED.F.NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY MANHOLE OR STORM SEWERINLET OR MANHOLE.G.FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM THE ASTORM SEWER OR RECLAIMED WATER MAIN REGULATED BY PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET, FROM AGRAVITY SANITARY SEWER NOT REGULATED BY PART III OF CHAPTER 62-610, F.A.C.H.THE WATER MAIN PIPE SHALL BE LAID SUCH THAT THE JOINTS ARE STAGGERED AS FAR AS POSSIBLE FROM THE JOINTS OF THEOTHER PIPE.I.REFER TO OCOEE PIPE SEPARATION REQUIREMENT TABLE SHEET (UT013) ON SHEET 1328. ALL FIRE HYDRANTS SHALL BE POSITIONED NO MORE THAN 5 FEET FROM THE CURB.29. A BACKFLOW DEVICE (I.E. JUMPER CONNECTION) IS REQUIRED AT ALL ACTIVE WATER MAINS AND PROPOSED NEWWATER MAIN IMPROVEMENTS.FIRE PROTECTION SHALL BE IN ACCORDANCE WITH CITY OF OCOEE CHAPTER 78 - FIRE PREVENTION CODEAND NFPA1,FIRE CODE, 2012 FIFTH EDITION.SEWER30.THE FOLLOWING UTILITY PROVIDER IS LISTED FOR THE CONVENIENCE TO THE CONTRACTOR.SEWER: CITY OF OCOEE UTILITIES DEPARTMENT 1800 A.D. MIMS RD. OCOEE, FLORIDA 34761 (407) 905-315931.ALL GRAVITY SEWER LINES SHALL BE A MINIMUM OF 2' FROM THE CURB AT ALL LOCATIONS.NOTE:PRESSURE PIPE LENGTHS DO NOT INCLUDE BENDS, AIRRELEASE VALVES, OR FIRE HYDRANT ASSEMBLIES.DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\2 GENERAL NOTES.dwg,12/15/2023 8:41:25 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS02 OF 19GENERAL CONSTRUCTION NOTESCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURENONEDAVE M. SCHMITTFLORIDA REG. NUMBER482741111109-12-2023DMREV PER CITY/SJRWMD COMMENTS210-13-2023DM22REV PER CITY/SJRWMD COMMENTS33311-21-2023DMREV PER CITY/SJRWMD COMMENTS DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\3 DEMO & EROSION CONTROL PLAN.dwg,12/15/2023 8:42:02 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS03 OF 19EROSION CONTROL & DEMO PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'SURVEY DATUM: NAVD 1988ORANGE COUNTY BENCHMARKS:BM# L972016, EL=131.322'BM# L972011, EL=129.179'R1-1CONCRETE WASHOUTDUST ABATEMENT FENCEPROPERTY BOUNDARYSINGLE ROW SILT FENCECONCRETE WASHOUTR1-1SOIL TRACKING PREVENTION DEVICE(SEE DETAIL ON THIS SHEET)EROSION AND SEDIMENT CONTROL NOTES1.CONTRACTOR TO ENSURE SILT FENCING, SEDIMENT BASINS, CONSTRUCTION ENTRANCE ARE INSTALLED ON SITE PRIOR TO ANY LAND DISTURBANCE, CLEARING AND MASS GRADING ACTIVITIES.2.THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED.3.ADDITIONAL ON-SITE EROSION PROTECTION, TO THAT SHOWN ON THESE PLANS, MUST BE PROVIDED TO ENSURE SILT OR DUST DOES NOT LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.4.SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THATSEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.5.CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT, PLUGGED WHEN REQUIRED AND IN WORKING ORDER AT TIME OF ACCEPTANCE.6.SILT FENCES, FILTER BARRIERS, ETC. SHALL BE INSPECTED EVERY 7 DAYS OR WITHIN 24 HOURS OF RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.7.PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLEFOR ALL SEDIMENT (WATER OR AIR BORN) LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN GOOD WORKING CONDITION AT THE END OF EACH WORKING DAY.8.SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BEREPLACED PROMPTLY.9.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE- THIRD THE HEIGHT OF THE BARRIER.10.ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.11.EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.12.ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.13.SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED.14.ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.15.DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT (SJRWMD).16.ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION , VEGETATION AND/OR GRASS SOD. ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID GRASS SOD.17.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION ANDPERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.18.ALL EROSION, AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN AREAS HAVE BEEN STABILIZED.19.THESE PLANS INDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITYGUIDELINES AND MAY NEED TO INSTALL ADDITIONAL CONTROLS.20.THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL CITY, WATER MANAGEMENT DISTRICTAND/OR FDEP INQUIRIES, RELATIVE TO COMPLIANCE OF EROSION AND SEDIMENTATION CONTROLS. THE COST OF THISCOMPLIANCE SHALL BE PART OF THE CONTRACT. COPIES OF ALL INQUIRES SHALL BE FORWARDED TO THE ENGINEER FOR REVIEW.21.THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS, ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT (SJRWMD)AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) SPECIFICATIONS AND CRITERIA.22.CONTRACTOR TO REFER TO THE PROJECT SWPPP FOR ADDITIONAL INFORMATION ON EROSION CONTROL MEASURE.23.FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENTOF ENVIRONMENTAL PROTECTION (FDEP) CHAPTER 6.24.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AS FOLLOWS:A.SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.B.SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ITS USE, IT SHALL BE REPLACED PROMPTLY.C.SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT.D.ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRADE, PREPARED AND SEEDED.FLOWDIRECTIONEXISTINGGROUNDFABRIC(INCLINE POSTS 20° TOWARDS FLOW)12" MIN.24" MIN.WETLAND LINEBUFFER25' NORMAL8" MIN.(TYP.)FDOT APPROVED TEMPORARY SILT FENCE PRE-ASSEMBLED IN 100' ROLLSUTILIZING 2" X 2" X 4' WOODEN POSTS @ 8' C/C MAX. w/3' OF WOVENGEOTEXTILE MATERIAL MEETING THE REQUIREMENTS OF SEC. 985-4,SIMILAR & EQUAL TO THAT SUPPLIED BY FIFEPIPE CO. OF TAMPA FLA.DIRECTIONFLOWDIRECTIONWETLAND BUFFER LINE AND/OR CONSTRUCTION LIMITSFLOW ORANGE "ENVIROFENCE ATTACHEDTO VERTICAL POSTSILT FENCE POST TYP.(INCLINE POSTS 20°TOWARDS FLOW)SILT FENCEFABRIC (TYP.)EXIST.GROUNDTYPICAL DOUBLE SILT FENCE DETAILN.T.S.FDOT APPROVED TEMPORARY SILT FENCE PRE-ASSEMBLED IN 100' ROLLSUTILIZING 2" X 2" X 4' WOODEN POSTS @ 8' C/C MAX. w/3' OF WOVENGEOTEXTILE MATERIAL MEETING THE REQUIREMENTS OF SEC. 985-4,SIMILAR & EQUAL TO THAT SUPPLIED BY FIFEPIPE CO. OF TAMPA FLA.SOIL TRACKING PREVENTION DEVICEN.T.S.TYPICAL SINGLE SILT FENCE DETAILN.T.S.SILT FENCE POSTSINGLE ROW SILT FENCESINGLE ROW SILT FENCESINGLE ROW SILT FENCEDOUBLE ROW SILT FENCEDOUBLE ROW SILT FENCEDOUBLE ROW SILT FENCESINGLE ROW SILT FENCEMETAL FRAMES TO BE REMOVEDSOIL TRACKING PREVENTION DEVICE(SEE DETAIL ON THIS SHEET)4' WOOD FENCE TOBE REMOVED4' WOOD FENCE TO BE REMOVED2.5' WOOD FENCE TO BE REMOVED1 STORY WOOD FRAME STRUCTURE TO BE REMOVEDPROPERTY BOUNDARYWORKING AREA LIMITWORKING AREA LIMITWORKING AREA LIMITWORKING AREA LIMITPROPERTY BOUNDARY133 LF OF EX. 5' CONCRETE SIDEWALK TO BE DEMOLISHEDEX. OFF-SITE OVERHEAD UTILITY TO REMAINEX. OFF-SITE WOOD POLE TO REMAINEX. OFF-SITE WOOD POLE TO BE RELOCATEDEX. OFF-SITE POLE GUY WIRE TO BE RELOCATEDEX. OFF-SITE UNDERGROUND OPTICAL FIBER CABLE TO REMAINEX. EOPEX. EOP6' WIRE FENCE TO BE REMOVEDEXISTING WELL TO BE ABANDONED & PLUGGEDEX. OFF-SITE WOOD POLE TO REMAINEX. OFF-SITE WOOD POLE TO BE RELOCATEDEX. OFF-SITE WOOD POLE & GUY WIRE TO BE RELOCATEDEX. OFF-SITE / ON-SITE OVERHEAD UTILITY BE RELOCATEDDAVE M. SCHMITTFLORIDA REG. NUMBER48274SINGLE ROW SILT FENCESINGLE ROW SILT FENCE1111109-12-2023DMREV PER CITY/SJRWMD COMMENTSEXISTING "P6"DRAINAGE STRUCTURETO BE MODIFIED TO ATYPE "V" INLET210-13-2023DMREV PER CITY/SJRWMD COMMENTS2INLET SILT SOCKPROTECTION2 ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. EROSION AND SEDIMENT CONTROL NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE INcut or fill slopeFlow6' Min.30" Min.Compacted Soil3' Min.2:1 Slope or LessFreer was here!COMPACTED SOILTO PREVENT PIPINGSTAKED STRAW BALEFILTEREDWATER FILTERED WATERSTAKESBURLAP FABRICRUNOFF WATERWITH SEDIMENTBURIEDBURLAP FABRICWITH SEDIMENTRUNOFF WATERSTRAW BALESSTAKED WITH 2STAKES PER BALEDROP INLET WITH GRATE 3:1 Slope or Flatter2' Min.Compacted Soil18" Min.4.5' Min.Flowcut or fill slopeNOTE:WHERE FDOT SPECS AND INDEX AREREFERENCED, PLEASE REFER TO FDOTROADWAY & TRAFFIC DESIGN STANDARDS,AND FDOT STANDARD SPECIFICATIONSFOR ROAD & BRIDGE CONSTRUCTION. AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF AS INDICATED IN D-903. THE DEPTH OF STONE SHALL BE AT BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. LEAST TWO STAKES OR REBARS DRIVEN THROUGH THE BALE. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.22. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF ADDITIONAL CONTROLS. AREAS HAVE STABILIZED. STEEPER TO RECEIVE STAKED SOLID SOD. ACCEPTANCE. IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. ALL SIDES. THE BALES. FROM ENTERING BETWEEN BALES. END RUNS AND UNDERCUTTING BENEATH BALES. ACCOMPLISHED PROMPTLY. THE EXISTING GRADE, PREPARED AND SEEDED. REPLACED PROMPTLY. THIRD THE HEIGHT OF THE BARRIER. MADE AS NEEDED. NOT ERODE. SPECIFICATIONS AND CRITERIA. CONSTRUCTION. MAINTAINED.MANAGEMENT DISTRICT. THIS COMPLIANCE SHALL BE PART OF THE CONTRACT.32. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN31. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL TO REMAIN IN SCREENS, HAY BALES, AND GRASSING. ALL FILL SLOPES 3:1 OR30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT 3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES,5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2- INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE8. BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED WITH THE BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER9. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER.10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES. AFTER THE BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE11. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER13. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH14. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES,15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO17. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.18. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE19. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-20. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/3 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL23. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT24. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6.25. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SEE DETAIL SHEET FOR TYPICAL26. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.27. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE28. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.29. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER 33. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER SJRWMD FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED.HAY BALE SEDIMENT FILTERFABRIC SEDIMENT FILTER8" min. (Typ)DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\4 EROSION CONTROL DETAILS.dwg,12/13/2023 12:00:41 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS04 OF 19EROSION CONTROL DETAILSCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURENONECONCRETE WASHOUT AREA (CWA) DETAILSDAVE M. SCHMITTFLORIDA REG. NUMBER48274 WHICHEVER COMES FIRST.MAINT./INSP. PROCEDURES CONT'D.* THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB,* A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE* TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. REPORT. INSPECTOR IS ATTACHED.OF NON-COMPLIANCE.NON-STORM WATER DISCHARGESBASIN PRIOR TO DISCHARGE.* THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE* PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER MANAGEMENT PLANS. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROMTHE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OFTERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS* WATER FROM WATER LINE FLUSHING CONTRACTOR'S CERTIFICATION SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGESWILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD:* PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED).* UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENTSUB-CONTRACTOR SUB-CONTRACTOR SUB-CONTRACTOR SUB-CONTRACTOR SUB-CONTRACTOR GENERAL CONTRACTOR RESPONSIBLE FOR/DUTIESSIGNATUREDATE OF CONTRACTOR & ALL SUBS BUSINESS NAME AND ADDRESS PRODUCT SPECIFIC PRACTICES PETROLEUM PRODUCTS SPILL PREVENTION CONT'D.THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES FERTILIZERS PAINTS RECOMMENDATIONS. CONCRETE TRUCKSCLEANUP: SUPPLIES.FOR THIS PURPOSE. FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. SPILL CONTROL PRACTICESIN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENTPRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THEFOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SEALABLE PLASTIC BIN TO AVOID SPILLS. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL), SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'SWASTE DISPOSAL OTHER CONTROLS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE WoodMasonry BlocksMetal StudsRoofing Materials_______ HAZARDOUS WASTE SANITARY WASTEOFFSITE VEHICLE TRACKINGFertilizersPaints_______ TARPAULIN. ConcreteAsphaltTarDetergents_______ CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES SEEING THAT THESE PROCEDURES ARE FOLLOWED. ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH APRESENT ONSITE DURING CONSTRUCTION:THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BEPetroleum Based ProductsCleaning Solvents A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP INVENTORY FOR POLLUTION PREVENTION PLAN SIZE OF THE SPILL. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE MAINTENANCE/INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICESTHE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BEUSED TO MAINTAIN EROSION AND SEDIMENT CONTROLS.* NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. APPLICABLE, IN THE OFFICE TRAILER ONSITE. PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE* ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR* ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF* BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. PROMPTLY REPAIRED.* SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.* DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES REACHED ONE-THIRD THE HEIGHT OF THE FENCE. DO THE JOB.MATERIAL MANAGEMENT PRACTICESGOOD HOUSEKEEPING ROOF OR OTHER ENCLOSURE. RESEALABLE.HAZARDOUS PRODUCTSHAZARDOUS MATERIALS. DISPOSING OF THE CONTAINER. WILL BE FOLLOWED. ORIGINAL MANUFACTURER'S LABEL.THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH* PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT* ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. SPILL PREVENTIONTHE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILLBE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSUREOF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF:THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWEDONSITE DURING THE CONSTRUCTION PROJECT:* AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO* ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A* PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE* SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.* WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE* MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL* THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL. FOLLOWED.* IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE CONTROLS CONT'D. GENERALTHE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'SDEPENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTIONAPPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS. UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH EROSION AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALLREQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THERETENTION SYSTEM PRIOR TO PLACING THE SYSTEM INTO OPERATION.THE CONTRACTOR MAY BE REQUIRED TO ADD FLOCCULANTS TO THE CURBS & GUTTER. INSTALL PERMANENT SEDIMENT FROM BASINS TEMPORARY DIVERSION SEEDING/SOD AND PLANTING ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE ANY SWALES/DIKES AND RESEED/SOD AS REQUIRED BASIN BASIN GRUBBING CONSTRUCTION ENTRANCE SWALES/DIKES AND SEDIMENT ON SITE AS REQUIRED PRACTICABLE STOCKPILES AS SOON AS11. COMPLETE GRADING AND12. COMPLETE FINAL PAVING13. REMOVE ACCUMULATED14. WHEN ALL CONSTRUCTION10. APPLY BASE TO PROJECT SEQUENCE OF MAJOR ACTIVITIES: TIMING OF CONTROLS/MEASURES STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS9. INSTALL UTILITIES, STORM SEWER, AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES, AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. DIKE:STRUCTURAL PRACTICESNOTE: THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A DISTURBED AREA. THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WHERE AS IN STREET OR HIGHWAY MEDIANS.3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE DISCHARGING4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN AREAS. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL. DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL STABILIZATION. STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE CONTROLSOCOEE OAKS JOINT VENTURECITY OF OCOEE, FLORIDA SITE DESCRIPTIONOWNER'S REQUIREMENTS SEE GEOTECHNICAL REPORT FOR BORINGS AND SOILS DATA. REQUIREMENTS FOR TEMPORARY AND PERMANENT STABILIZATION. CONTROLS STABILIZATION PRACTICES AND EROSION CONTROL DETAILS. CONTROLS AND STORM WATER DISCHARGE POINTS. WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, COMMENCEMENT OF CONSTRUCTION)(CONSTRUCTION DATES ARE TO BE FILLED IN PRIOR TO 1. ANTICIPATED START DATE OF CONSTRUCTION: 2. ANTICIPATED END DATE OF CONSTRUCTION:PROJECT NAME AND LOCATION: SITE MAPS:SOILS:RUNOFF CURVE NUMBERS: 2. DURING CONSTRUCTION = SEE DRAINAGE CALCULATION NOTEBOOK 3. POST-CONSTRUCTION = SEE DRAINAGE CALCULATION NOTEBOOK 1. PRE-CONSTRUCTION = SEE DRAINAGE CALCULATION NOTEBOOKSITE AREA: * SEE ATTACHED GENERAL NOTES SHEET AND EROSION CONTROL PLAN FOR 1. TOTAL AREA OF SITE = 12.57 AC. 2. TOTAL AREA TO BE DISTURBED = 5.95 AC.NAME OF RECEIVING WATERS: THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL * SEE ATTACHED EROSION CONTROL PLAN FOR LOCATION OF TEMPORARY * SEE ATTACHED PLANS FOR PRE & POST DEVELOPMENT GRADES,STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR AEROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION ANDTURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ONPLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITYTO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURINGTHE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL,STORM WATER MANAGEMENTVERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED.CONTROL/MEASURES. N.P.D.E.S PERMIT S.W.F.W.M.D. M.S.S.W. PERMIT A.C.O.E. DREDGE/FILL PERMIT F.D.E.P. DREDGE/FILL PERMITREFER TO "CONTRACTORS REQUIREMENTS" FOR THE TIMING OF TIMING OF CONTROLS/MEASURES(TO BE FILLED IN PRIOR TO COMMENCEMENTOWNER/OPERATORSIGNED:__________________________________________DATED:____________________________OF CONSTRUCTION).PERMITS HAVE BEEN OBTAINED CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS POLLUTION PREVENTION PLAN CERTIFICATIONACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIEDI CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALLPERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATIONKNOWING VIOLATIONS.IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORMWATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWINGATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION ININFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FORAM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSEBEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. IGATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THEMANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FORSUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO1. INSTALL STABILIZED5. CONTINUE CLEARING ANDTHE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:2. INSTALL SILT FENCES AS REQUIRED3. CLEAR AND GRUB FOR DIVERSION4. CONSTRUCT SEDIMENTATION6. STOCK PILE TOP SOIL IF REQUIRED7. PERFORM PRELIMINARY GRADING8. STABILIZE DENUDED AREAS ANDSTABILIZATION PRACTICESEROSION AND SEDIMENT CONTROLSPLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS SITE BY THE REGULATORY AGENCIES.MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE ANDON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROLTHE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWNTO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE.CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION ANDLOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BESTREQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIREDTO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECTCONTRACTOR'S REQUIREMENTSSTORM WATER POLLUTION PREVENTION PLAN INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSIONAREA MUST BE CREATED SPECIFICALLY FOR WASHING VEHICLES THAT WILL HAZARDOUS WASTES TO SURFACE AND GROUND WATERS. A DESIGNATEDWILL PREVENT DIRECT, UNTREATED DISCHARGES OF WASTEWATER ANDWASHING OF VEHICLES SHOULD BE CONDUCTED USING PRACTICES THATBE LAID WITH FILTER FABRIC, CRUSHED STONE (DOT GRAVEL #2 AND UP)AND COVERED WITH LINED BERM. 8/24 COLLECTION FACILITY.4. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF5. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE OF SEDIMENTS. OR SODDED. VEGETATIVE COVER. OFFSITE FACILITIES. ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT6. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET.7. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. 8. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH.9. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.11. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS.10. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 85 AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED PERCENT UNIFORM GOOD GRASS COVER, THE AREA WILL BE REWORKED12. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE13. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED FOLLOWING LIMITATIONS: DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE RECONCENTRATE AFTER RELEASE. 1. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW2. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED3. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT-STORM WATER DRAINAGE WILL BE PROVIDED BY A SERIES OF PIPES AND INLETS CONVEYINGRUNOFF TO THE STORMWATER RETENTION PONDS FOR THE PROJECT. AREAS WHICH ARENOT TO BE CONSTRUCTED ON, BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELYAFTER GRADING IS COMPLETE. THE SITE DISCHARGES TO A DRY DETENTION SYSTEM. WHEREPRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE USED TO INTERCEPT SEDIMENT BEFOREENTERING THE PERMANENT DETENTION BASIN. THIS IS IN ACCORDANCE WITH THEREQUIREMENTS SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FORTHIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING.I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLYWITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMITFOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTIONACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPAREDTHEREUNDER. PAVING, AND PREPARATION FOR FINAL LANDSCAPING. CLEARING AND GRUBBING; EARTHWORK, DRAINAGE SYSTEM, SOIL DISTURBING ACTIVITIES WILL INCLUDE, BUT NOT LIMITED TO: OWNER NAME AND ADDRESS:DESCRIPTION:OCOEE OAKS JOINT VENTURE7901 KINGSPOINT PKWY, STE 8,ORLANDO, FL 32819CONTACT: CARLOS BONILLAPHONE: 407-557-6208 3. TOTAL AREA REMAINING = 6.62 AC8/25EXISTING RETENTION POND:THIS PROJECT INCLUDES THE CONSTRUCTION OF ROADWAYS, LOT GRADING,UTILITY CONSTRUCTION, DRAINAGE SYSTEM CONSTRUCTION (EXISTINGRETENTION POND) AND LANDSCAPING.Long:W81° 30' 55.99"Lat:N28° 33' 56.29"DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\5 SWPPP.dwg,12/15/2023 8:50:16 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS05 OF 19SWPPPCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURENONEDAVE M. SCHMITTFLORIDA REG. NUMBER48274 50.0'24.0'25.0'13'13'25.0'21.3'20.2'15.0'22.0'15.0'22.0'52.1'56.5'22.0'24.0'25.0'25.0'13'13'13'6' S/W6' S/W6' S/W6' S/W123456781817161514131211109LSTOTLOTPARK /OPENSPACEx x x xxx30.0'10' DRAINAGE EASEMENT6' PROPOSED SWALE10' DRAINAGE EASEMENT6' PROPOSED SWALE10' UTILITIES EASEMENT10' UTILITIES EASEMENT10' DRAINAGE EASEMENT10' DRAINAGE EASEMENT10' DRAINAGE EASEMENT4.0'4.0'30. 0 ' D R A I N A G E E A S E M E N T 30.0' ACCESS, UTILITY ANDDRAINAGE EASEMENT21.2' ACCESS, UTILITY,DRAINAGE, SIGNAGE, WALLAND LANDSCAPE EASEMENT21.2' ACCESS, UTILITY,DRAINAGE, SIGNAGE, WALLAND LANDSCAPE EASEMENT22.0'22.0'30.0'50.0' ROW50.0' ROW10.0' UTILITYEASEMENTGENERALPROJECT SHALL COMPLY WITH THE RESIDENTIAL DESIGN STANDARDS SET FORTH BY THE CITY OF OCOEE, FLORIDA.LANDSCAPINGALL LANDSCAPING SHALL MEET OR EXCEED THE REQUIREMENTS OF THE CITY OF OCOEE LAND DEVELOPMENT CODEAND WILL BE DONE WITH INDIVIDUAL LOTS.SIGNAGEPOLE SIGNS AND BILLBOARDS SHALL BE PROHIBITED. ALL OTHER SIGNAGE SHALL COMPLY WITH THE CITY OF OCOEELAND DEVELOPMENT CODE.EASEMENTSANY EASEMENT SHOWN AS PROPOSED WILL BE RECORDED PRIOR TO ISSUING THE CERTIFICATE OF OCCUPANCY.VEGETATIONGENERALIZED VEGETATION BASED UPON THE FLORIDA LAND USE, COVER AND FORMS CLASSIFICATION SYSTEM(FLUCFCS) OR THE NATURAL COMMUNITY TYPES AS DEVELOPED BY THE FLORIDA NATURAL AREAS INVENTORY.TRAFFIC ANALYSISPER 10TH EDITION ITE TRIP GENERATION MANUAL: 18 SINGLE FAMILY HOUSING - DETACHED (210) 170 ADT 18 PM PEAKHOUR TRIP (50% IN / 50% OUT)SOILSSOIL SYMBOLSOIL DESCRIPTION 4CANDLER FINE SAND, 0 TO 5 PERCENT SLOPES 46 TAVARES FINE SAND, 0 TO 5 PERCENT SLOPESSTORMWATER MANAGEMENTSTORMWATER FOR THE PROPERTY WILL BE HANDLED BY ON-SITE POND AS REQUIRED BY ORANGE COUNTY AND THEST. JOHNS RIVER WATER MANAGEMENT DISTRICT. BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM FIRM MAPNO. 12069C0330E EFFECTIVE DECEMBER 18, 2012 THE DESCRIBED PROPERTY IS WITHIN ZONE "X" WITH NO BASEFLOOD ELEVATION ESTABLISHED.FIREFIRE DEPARTMENT ACCESS AND WATER SUPPLY SHALL COMPLY WITH REQUIREMENTS OF NFPA 1 (2022 EDITION) ANDFFPC (7TH EDITION)SITE DATATOTAL PARCEL AREA12.57 ACPROPOSED REZONING AREA5.95 ACNON-IMPACTED AREA6.62 ACDEVELOPABLE AREA5.95 ACALLOWABLE DENSITY5.95 AC * 4 DU/AC = 23.8 DUPROPOSED DENSITY 18 DU/5.95 AC = 3.02 DU/ACIMPERVIOUS AREA = 2.88 AC. (47.0%)PERVIOUS AREA = 3.07 AC. (53.0%)TOTAL DEVELOPABLE AREA = 5.95 AC. (100%)EXISTING ZONINGR-1AADJACENT ZONINGR-1AA-1FUTURE LAND USELDR - LOW DENSITY RESIDENTIAL(4 DU/AC)EXISTING USERELIGIOUS FACILITYPROPOSED USESINGLE FAMILY RESIDENTIALTOTAL NUMBER OF LOTS18MINIMUM LOT WIDTH PROVIDED70'MINIMUM LOT DEPTH PROVIDED140'MINIMUM LOT AREA PROVIDED9,800 SFMAX. BUILDING HEIGHT35'OPEN SPACE AMENITY AREAS REQUIRED1 (10-50 UNITS)OPEN SPACE AMENITY AREA PROVIDED0.70 AC OPEN SPACESETBACKSFRONT25'REAR25'SIDE7.5'SIDE CORNER25'ZONING: A-1FLU: INSTZONING: A-1FLU: INSTZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDR ZONING: A-1FLU: LDRZONING: R-1AFLU: LDR CITY OF OCOEECITY OF OCOEEROBYNS GLENN ROADCITY OF OCOEECITY OF OCOEE CHURCH PROPERTY6.62 ACFLU: LDR - LOW DENSITY RESIDENTIALEXISTING ZONING: A-1PROPOSED ZONING: A-11 - STOP SIGN (R1-1)1 - 24" STOP BAR,1 - 6' WIDE CROSS WALK WITH DETECTABLE WARNINGPER FDOT INDEX 711-0011 - RIGHT TURN ONLY SIGN. (R3-5R). (LOCATED ON STOPSIGN POLE)2-HANDICAP RAMPS1 - STOP SIGN (R1-1)1 - 24" STOP BAR,1 - 6' WIDE CROSS WALK WITH DETECTABLEWARNING PER FDOT INDEX 711-0011 - RIGHT TURN ONLY SIGN. (R3-5R).(LOCATED ON STOP SIGN POLE)2-HANDICAP RAMPSDATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\6 OVERALL SITE PLAN.dwg,12/15/2023 5:20:36 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS06 OF 19OVERALL SITE PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=60'STREET A (TRACT F-1)STREET A (TRACT F-2) WHITE ROAD S. CLARKE ROADPOND 1.41 ACPROPOSED RIVATE LIFT STATION(TRACT E)PROPOSED CONSTRUCTION LIMIT LINEPROPOSED CONSTRUCTION LIMIT LINEPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY4464747OPEN SPACE(TRACT A)OPEN SPACE(TRACT B)OPEN SPACE(TRACT C)OPEN SPACE(TRACT D)TRACTDESCRIPTIONOWNERSHIP / MAINTAINEDAHOADEOPEN SPACEROADWAYSOPEN SPACEBOPEN SPACECOPEN SPACELIFT STATIONHOAHOAHOAHOAACREAGEF-1PUBLIC0.070.060.150.420.070.76OWNERSHIP/MAINTENANCEROADWAYSPUBLIC (F-1): 50' ROW ROAD TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.(TRACT F-1 AND F-2 ) PRIVATE (F-2): 30' DRIVEWAY ROAD TO BE OWNED AND MAINTAINED BY HOA.STORM WATER PRIVATE: EXISTING OFF-SITE POND AND SUBDIVISION STORMWATER SYSTEM TOBE OWNED AND MAINTAINED BY THE HOA/OWNER. EMERGENCY MAINTENANCE EASEMENT GRANTED TO CITY OF OCOEEDRAINAGE EASEMENTSPUBLIC: TO BE OWNED AND MAINTAINED BY THE HOMEOWNER EASEMENT GRANTED TO CITY OF OCOEE-FL.UTILITY EASEMENTSPUBLIC: TO BE OWNED AND MAINTAINED BY THE HOMEOWNER WITH EASEMENT GRANTED TO CITY OF OCOEE-FL..SANITARY SEWER, PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEEPRIVATE LIFT STATION PRIVATE: TO BE OWNED AND MAINTAINED BY HOA(TRACT E)POTABLE WATER PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.RECLAIMED WATER PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.RECREATION / AMENITY /PRIVATE: TO BE OWNED AND MAINTAINED BY THE HOA.OPEN SPACE / LANDSCAPE (TRACTS A,B,C, & D)DAVE M. SCHMITTFLORIDA REG. NUMBER48274111111R35'R35'1NOTE:-THERMO PAINT WILL BE USED FOR ALL PAVEMENT MARKINGS IN THE ROW.-ASPHALT SHALL BE PLACED IN 2 LIFTS. FIRST LIFT AS A 1" CONSTRUCTION LIFTAND THE SECOND LIFT AS A 1" FINISH LIFT.1BRICK SUBDIVISION WALL111RIGHT IN / RIGHT OUTDRIVEWAY1111111111111ROADWAYSF-2PRIVATE 0.2811TOT LOT ELEVATIONS20'12'25'12'1PROPERTY BOUNDARYPROPOSED POND TOP OF BANKPROPOSED POND BOTTOM109-12-2023DMREV PER CITY/SJRWMD COMMENTS210-13-2023DM22222R35'R35'222REV PER CITY/SJRWMD COMMENTSTRACT F-1 (CITY ROW) / TRACTF-2 (PRIVATE ROW) BOUNDARY22222222333311-21-2023DMREV PER CITY/SJRWMD COMMENTS33412-13-2023DMREV PER CITY COMMENTS44TRACT F-2 WILL HAVE A ACCESS, DRAINAGE AND UTILITY EASEMENT OVER THE ENTIRE 30 FEET STREET4 6' S/W123456781817161514131211109LSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCTOTLOTPARK /OPENSPACEx x x xxx1101234567 8 9 10 11 BP: 0+00.00 EP: 11+37.16PC: 6+48.20PT: 7+11.03S89° 40' 49.88"W 426.122 L=62.832, R=40.000D=90.0000N0° 00' 11.68"E648.2014 6'25'50.0'24.0'25.0'13'13'25.0'21.3'15.0'22.0'15.0'22.0'22.0'24.0'25.0'25.0'13'13'13'6' S/W6' S/W6' S/W4.0'4.0'30.0'10' DRAINAGE EASEMENT21.2' ACCESS, UTILITY,DRAINAGE, SIGNAGE, WALLAND LANDSCAPE EASEMENT10' DRAINAGE EASEMENT30' D R A I N A G E E A S E M E N T10.0' UTILITIES EASEMENT20.1' ACCESS, UTILITY,DRAINAGE, SIGNAGE, WALLAND LANDSCAPE EASEMENT22.0'22.0'30.0'30'10' DRAINAGE EASEMENT25'29'32'9'10.0' UTILITYEASEMENT10.0' UTILITYEASEMENTDAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\7 GEOMETRY PLAN.dwg,12/15/2023 5:00:53 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS07 OF 19 GEOMETRY PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'POND 1.41 ACSTREET A (TRACT F-1)STREET A (TRACT F-2)PROPOSED PRIVATE LIFT STATION(TRACT E)PROPERTY BOUNDARYOPEN SPACE(TRACT A)OPEN SPACE(TRACT B)OPEN SPACE(TRACT C)OPEN SPACE(TRACT D)PROPERTY BOUNDARYPROPERTY BOUNDARYPROPOSED CONSTRUCTION LIMIT LINEPROPOSED CONSTRUCTION LIMIT LINEPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYR35'R35'11S. CLARKE ROAD1WHITE ROAD1 11109-12-2023DMREV PER CITY/SJRWMD COMMENTSR35'R35'210-13-2023DM2REV PER CITY/SJRWMD COMMENTS2222412-13-2023DM444REV PER CITY COMMENTS44EXISTING ROW44 123456781817161514131211109LSWWWWWWWWWWWWWWWWWW W W W W W W W W W WTOTLOT PARK /OPENSPACEW W W W W W x x x xxxWWW126.0"MOD B"FF 132.5132.1131.3130.5132.9133.6134.4135.2136.0136.8136.8136.9134.0131.3132.1132.9133.6134.4135.2136.0136.8"MOD B"FF 133.3"MOD B"FF 134.1"MOD B"FF 134.8"MOD B"FF 135.6"MOD B"FF 136.4"MOD B"FF 137.2"MOD B"FF 138.0"MOD B"FF 138.8"MOD B"FF 139.6"A"FF 133.6"A"/"MOD A"FF 134.4"MOD A"FF 135.2"MOD A"FF 135.9"MOD A"FF 136.7"MOD A"FF 137.5"MOD A"FF 138.3"MOD A"FF 139.10128.6135.4130.8137.0137.0136.024"30"36"18"18"24"18"131.04133.90136.66137.3EX. SWKEX. 135.5EX. 132.5EX. 130.2EX. 132.5EX. 133.5EX. 134.5EX. 132.2EX. 134.5EX. 136.0EX. 132.0EX. 127.4EX. 128.8EX. 129.8EX. 129.3EX. 128.9 134.60LP 129.47129.62129.22133.55133.15130.45130.05130.45130.05130.5134.75134.35129.62129.22133.55133.15MEG. 130.80131.501234567 8 9 10 11 11BP: 0+00.00EP: 11+37.16PC: 6+48.20PT: 7+11.03132.9133.7133.3134.1134.8135.6136.4137.2138.0130.7131.5132.3133.1133.8134.6135.4136.2137.0137.2B-01R-01B-02B-03R-02B-04EX. SWKMEG.130.03MEG. 129.280.98%130.30133.401.09%1.09%1.06%1.06%HP 136.98137.17136.77137.17136.771.08%134.75134.35MEG. 128.912.53%2.00%133.0LP 132.98134.0HP 133.4133.0132.0131.5130.5130.5LP 129.50.50%2.00%2.15%1.42%1.15%131.3130.3131.5132.51.45%2.15%133.0134.0134.2135.21.71%135.01.73%127.0129.0LP 125.98126.7127.71.00%129.71.15%127.5128.5130.81.42%128.5129.5132.0HP 129.0130.00.70%133.0HP 128.8129.8133.8128.5129.50.28%EX. 129.3134.0128.3129.30.28%134.0128.0129.018"EX. 129.3128.1129.10.28%134.0137.30.15%127.7128.7133.0MEG. 128.80MEG. 129.03129.10129.10129.60129.50129.00129.00134.0136.50136.75136.35136.9136.5D-10D-8YD-4D-12D-2D-1D-7YD-3AD-6D-11D-4D-5YD-1YD-MH-10.42%136.4137.0EX. CSTOB EL. 130.0BOTTOM EL. 123.0BOTT. EL. 123.0TOB EL. 129.5TOB EL. 130.0STREET A (TRACT F-1)STREET A (TRACT F-2)BOTT. EL. 123.0TOB EL. 130.0129.65129.65129.65129.65130.1130.1EX. MES0122 BP: 0+00.00EP: 2+69.8801233BP: 0+00.00EP: 3+32.29 D-9136.5D-5A127.09127.99128.74128.90128.65128.40128.20128.05133.65132.32130.95129.93129.95131.18132.63133.221.15%1.42%0.70%0.28%0.42%0.42%0.28%0.28%0.15%0.50%2.00%2.15%1.42%1.15%1.45%2.15%YD-19YD-18YD-17YD-16YD-15YD-14YD-2YD-5YD-6YD-7YD-8YD-10YD-11YD-12YD-13126.35YD-3D-3BOT EL. 123.0135.12D-10A136.6EX. T.O.B.Station=0+09.08elev = 129.500EX. T.O.B.Station=2+42.49elev = 129.500P. BOUNDARYStation=2+69.15elev = 125.527EX. BOTTOMStation=2+04.06elev = 123.000EX. T.O.B.Station=0+13.05elev = 129.500EX. BOTTOMStation=1+40.53elev = 123.000EX. T.O.B.Station=3+02.07elev = 129.500P. BOUNDARYStation=3+32.29elev = 126.000STORM DATA (EXISTING POND)MEAN/24HR. D.H.W. EL.10YR./24HR. D.H.W. EL.129.3725YR./24HR. D.H.W. EL.100YR./24HR. D.H.W. EL.127.43129.45129.69LEGENDDESCRIPTION PROPOSEDSANITARY SEWER SYSTEMSTORM SEWER SYSTEMWATER SYSTEMFIRE HYDRANTCONTOURDIRECTION OF SURFACE FLOW158REAR S L O P E PROT E C T I V E R E A R S L O P E PROT E C T I V E F R O N T S L O P E PARK W A Y S L O P E STRE E T REAR SWA L E S SIDE SWALESIDE SLOPEREAR S L O P E PROT E C T I V E R E A R S L O P E PROT E C T I V E R E A R S L O P E REAR SWA L E S SIDE SWALESIDE SLOPEREAR S L O P E PROT E C T I V E R E A R S L O P E REAR SWA L E S SIDE SWALESIDE SLOPEPROT E C T I V E F R O N T S L O P E PARK W A Y S L O P E STRE E T STRE E T PARK W A Y S L O P E PROT E C T I V E F R O N T S L O P E APPROXIMATED STANDARD PENETRATION TEST BORINGLOCATION ACCORDING TO GEOTECHNICAL ENGINEERINGREPORT PERFORMED BY UNIVERSAL ENGINEERING SCIENCESORLANDO, FL - PROJECT Nº 0130.2200311.0000 - 08/30/2022.VARIES (3 :1 MAX . )TYPICAL SWALE CROSS SECTION3.00'3.00'SODSODVARIES(3:1 MAX.)DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\8 GRADING & DRAINAGE PLAN.dwg,12/15/2023 5:00:56 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS08 OF 19GRADING & DRAINAGE PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'POND 1.41 ACPROPOSEDTYPICAL SWALEPROPOSEDTYPICAL SWALEPROPOSED 5' SIDEWALKPROPOSED 5' SIDEWALK50' R.O.W.30' R.O.W.10' DRAINAGE EASMENT10' DRAINAGE EASMENT10' DRAINAGE EASMENTPROPOSED 5' SIDEWALK30' D R A I N A G E E A S M E N T10' DRAINAGEEASMENTDAVE M. SCHMITTFLORIDA REG. NUMBER48274AABBHORIZ: 1"=40'VERT: 1"=8'HORIZ: 1"=40'VERT: 1"=8'NOTES:1 - EXISTING MITERED END SECTION TO BE FIELD VERIFIED.2 - EXISTING POND CONTROL STRUCTURE TO BE FIELDVERIFIED AND NEW ORIFICE TO BE ADDED WITH:DIA =2.75"INVERT =127.0'1S. CLARKE ROAD1WHITE ROAD 1 1111CS-1 POND CONTROL STRUCTUREDRY POND #1 DATA (PROPOSED POND)TOP OF BANK EL.130.0BOTTOM OF POND EL.123.010YR./24HR. D.H.W. EL.127.0100YR./24HR. D.H.W. EL.129.125YR./24HR. D.H.W. EL.127.725YR./96HR. D.H.W. EL.129.5EXISTING PONDBOTTOMPROPOSEDPOND BOTTOM109-12-2023DMREV PER CITY/SJRWMD COMMENTSEXISTING "P5" DRAINAGE STRUCTURETO BE MODIFIED TO A TYPE "V" INLET.210-13-2023DMREV PER CITY/SJRWMD COMMENTS2222MEAN EL.124.8311-21-2023DMREV PER CITY/SJRWMD COMMENTS333310' DRAINAGE EASMENT 412-13-2023DMREV PER CITY COMMENTS4PROPOSED PRIVATE LIFT STATION4 DRAINAGE STRUCTURE DATADATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\8 GRADING & DRAINAGE PLAN.dwg,12/15/2023 9:07:35 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS08-A OF 19GRADING & DRAINAGE PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'DAVE M. SCHMITTFLORIDA REG. NUMBER48274107-31-2023DMREV PER CITY/SJRWMD COMMENTS1 123456781817161514131211109LSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCSSSSSSSSSSSSSSSSSSSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWW W W W W W W W W W WTOTLOT PARK /OPENSPACEFMFMFMFMW W W W W W x x x xxxWWWSFMFM RM PVC RM PVC RM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCSTREET A (TRACT F-1)STREET A (TRACT F-2)S-5SANITARY SEWER MANHOLE (TYP.)CITY OF OCOEE-FL. DETAIL UT101STA:1+29.28(0.04R)TOP Elev:131.04INV OUT:127.44S-4SANITARY SEWER MANHOLE (TYP.)CITY OF OCOEE-FL. DETAIL UT101STA:3+93.59(0.01R)TOP Elev:133.90INV IN:126.39INV OUT:126.29S-3SANITARY SEWER MANHOLE (TYP.)WITH DROP CONNECTION (DETAIL UT 102)CITY OF OCOEE-FL. DETAIL UT101STA:6+61.46(2.30R)TOP Elev:136.66INV IN:125.20INV OUT:121.88S-2SANITARY SEWER MANHOLE (TYP.)CITY OF OCOEE-FL. DETAIL UT101STA:7+25.87(6.25R)TOP Elev:136.40INV IN:121.58INV OUT:121.48S-1SANITARY SEWER RECEIVING MANHOLECITY OF OCOEE-FL. DETAIL UT104STA:7+25.87(29.21R)TOP Elev:137.00INV IN:121.37INV OUT:121.27PRIVATE LSPRIVATE LIFT STATION (SECURED)CITY OF OCOEE-FLDETAIL UT308aSTA:7+35.83(42.65R)TOP Elev:137.30INV IN:121.15S-2ASANITARY SEWER MANHOLE (TYP.)CITY OF OCOEE-FL. DETAIL UT101STA:7+04.18(6.98R)TOP Elev:136.60INV IN:121.69INV OUT:121.69FMFMFMFMFMFMFMFMFM FM FM FMFMFMWWWWWWDAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\9 UTILITY PLAN.dwg,12/15/2023 5:06:22 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS 09 OF 19 UTILITY PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'LEGENDDESCRIPTION PROPOSEDSANITARY SEWER SYSTEMSTORM SEWER SYSTEMWATER SYSTEMFIRE LINE & HYDRANTFORCE MAINDIRECTION OF SURFACE FLOWWATER SERVICE WITH METERRECLAIMED WATER SERVICEWITH METERWSANITARY STRUCTURE DATAUTILITY NOTES1.FIRE HYDRANTS TO BE INSTALLED AS DESIGNED. CALCULATIONS SHALL MEET THE REQUIREMENTS OF NFPA 1(2021 EDITION), FFPC (7TH EDITION), AND COORDINATED WITH CITY OF OCOEE FIRE AND RESCUE.2.FIRE HYDRANTS SHALL HAVE A CLEARANCE OF 7'6" IN FRONT AND TO THE SIDES WITH A 4' CLEARANCE TO THEREAR.3.THE DEVELOPER SHALL OBTAIN WATER SERVICE AND WASTE WATER FROM THE CITY OF OCOEE.4.ALL PUBLIC UTILITIES SHALL HAVE A MINIMUM OF 3' OF COVER.5.METERS SHALL NOT BE IN CONFLICT WITH DRIVEWAYS.111111111NOTE:NO PIPE DEFLECTION ALLOWED.APPROPRIATE FITTING MUST BE USED.3' MIN 11S. CLARKE ROAD1WHITE ROAD1 1110' UTILITIES EASEMENT 10' UTILITIES EASEMENT1 1111111111POND 1.41 AC11111MATCHLINE AA - THIS SHEETMATCHLINE AA - THIS SHEET109-12-2023DMREV PER CITY/SJRWMD COMMENTS210-13-2023DM222222222REV PER CITY/SJRWMD COMMENTS22222222222223' HORIZONTAL SEPARATION22222221122122123' HORIZONTAL SEPARATION210'2225'20' HORIZONTAL SEPARATION29' HORIZONTAL SEPARATION28' HORIZONTAL SEPARATION 22222OWNERSHIP/MAINTENANCEUTILITY EASEMENTSPUBLIC: TO BE OWNED AND MAINTAINED BY THE HOMEOWNERWITH EASEMENT GRANTED TO CITY OF OCOEE-FL..SANITARY SEWER,PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.PRIVATE LIFT STATION PRIVATE: TO BE OWNED AND MAINTAINED BY HOA.(TRACT E)POTABLE WATER PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.RECLAIMED WATER PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.22NOTES"THIS PROJECT, INCLUDING BOTHHORIZONTAL AND VERTICALCONSTRUCTION, SHALLINCORPORATE WATERSENSEPLUMBING FIXTURES AND ENERGYSTAR APPLIANCE AS REQUIRED BYCHAPTER 175 OF THE CITY OFOCOEE'S CODE OF ORDINANCES"2222236'222311-21-2023DMREV PER CITY/SJRWMD COMMENTS33333333333333333333333333333333333333333333333333333333333333ROBYNS GLENN ROAD 412-13-2023DMREV PER CITY COMMENTS4444444444444444410' MINIMUM HORIZONTALSEPARATION FROM WATERMAIN O THE WALL FOOTER4445'3'4'4'3'6'2'6'7' HORIZONTALSEPARATION4 23421 ' H O R I Z O N T A L S E P A R A T I O N43' HORIZONTAL SEPARATION45'43' HORIZONTALSEPARATION4' HORIZONTALSEPARATION 47' HORIZONTALSEPARATION410' PROPOSEDUTILITY EASEMENT44 1.01%0.98%1.14%GRADE BREAK STA = 0+33.63ELEV = 130.030 GRADE BREAK STA = 6+48.17 ELEV = 136.587 GRADE BREAK STA = 3+46.18 ELEV = 133.550 1.03%GRADE BREAK STA = 6+00.00 ELEV = 136.102XING #1Station=3+46.20elev = 128.260XING #1Station=3+46.20elev = 127.268WWWWWWWWWWWWWWWWWWWWWWRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCXING#11Station=0+61.27elev = 125.51XING#11Station=0+61.27elev = 124.51XING#10Station=0+48.22elev = 125.00XING#10Station=0+48.22elev = 126.00XING#12Station=3+46.20elev = 128.29XING#12Station=3+46.20elev = 127.29FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMRM POINT OF CONNECTIONStation=0+05.76elev = 125.551234567817161514131211109SSSSSSSSSSSSSSSSSSSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWW W TOTLOTFMFMFMW W x x x xxxSFMFM RM PVC RM PVC RM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVC01234567 8 BP: 0+00.00 PC: 6+48.20PT: 7+11.03STREET A (TRACT F-1)456 DAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\10-11 PLAN & PROFILE (STREET A).dwg,12/15/2023 9:25:58 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS10 OF 19 PLAN & PROFILE (STREET A) - 1CITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'LEGENDDESCRIPTION PROPOSEDSANITARY SEWER SYSTEMSTORM SEWER SYSTEMWATER SYSTEMFIRE LINE & HYDRANTFORCE MAINDIRECTION OF SURFACE FLOWWFMNOTE:-ALL PUBLIC UTILITIES SHALL HAVE A MINIMUM OF 3' OF COVER.1WHITE ROAD 1 109-12-2023DMREV PER CITY/SJRWMD COMMENTS210-13-2023DMREV PER CITY/SJRWMD COMMENTS2MATCHLINE STA = 6 + 14.54 / SEE SHEET 11/19HORIZ: 1"=40'VERT: 1"=4'2311-21-2023DMREV PER CITY/SJRWMD COMMENTS3412-13-2023DMREV PER CITY COMMENTS44 GRADE BREAK STA = 6+48.17ELEV = 136.5871.03% -1.08% -2.53 % -2.00% -1.08%GRADE BREAK STA = 6+85.84ELEV = 136.984GRADE BREAK STA = 9+06.48ELEV = 134.600-2.00%GRADE BREAK STA = 11+09.21ELEV = 129.470GRADE BREAK STA = 11+37.16 ELEV = 128.911 W W W W W W W W W W W W RM PVC RM PVC RM PVC RM PVC RM PV C FM FM FM FM FM FM XING#2 Station=7+25.85 elev = 123.13 XING#2 Station=7+25.85 elev = 122.11 XING#3 Station=9+06.45 elev = 129.78 XING#3 Station=9+06.45 elev = 130.78 XING#4 Station=10+99.34 elev = 124.30 XING#4 Station=10+99.33 elev = 122.80 XING#7 Station=6+97.76 elev = 133.25 XING#7 Station=6+97.76 elev = 132.25 WWWWW XING#5 Station=7+45.21 elev = 125.66 XING#5 Station=7+45.21 elev = 132.68 XING#6 Station=7+35.80 elev = 132.90 XING#6 Station=7+35.80 elev = 131.90 XING#8 Station=6+95.57 elev = 122.42 XING#8 Station=6+95.56 elev = 133.30 XING#9 Station=6+88.22 elev = 126.31 XING#9 Station=6+88.22 elev = 133.45 XING#14 Station=7+66.40 elev = 125.71 XING#14 Station=7+66.40 elev = 132.90 Point of Connection to 12" WM Station=11+31.50 elev = 124.78 XING#13 Station=8+34.40 elev = 131.54 XING#13 Station=8+34.40 elev = 125.761817LS FMFMFMWWWWWRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCSWW W W W W W W W W W WTOTLOT PARK /OPENx x xxxSFMFM RM PVC RM PVC RM PVCRM PVC7 8 9 10 11 11 EP: 11+37.16PC: 6+48.20 PT: 7+11.03 STREET A (TRACT F-2)MATCHLINE STA = 6 + 14.54 / SEE SHEET 10/19HORIZ: 1"=30' VERT: 1"=3' DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\10-11 PLAN & PROFILE (STREET A).dwg,12/15/2023 5:01:00 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 11 OF 19 PLAN & PROFILE (STREET A) - 2 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE 1"=30' LE GEND DESCRIPTION PROPOSED SANITARY SEWER SYSTEM STORM SEWER SYSTEM WATER SYSTEM FIRE LINE & HYDRANT FORCE MAIN DIRECTION OF SURFACE FLOW W FM NOTE: -ALL PUBLIC UTILITIES SHALL HAVE A MINIMUM OF 3' OF COVER. 1S. CLARKE ROAD1109-12-2023 DM REV PER CITY/SJRWMD COMMENTS 210-13-2023 DM 2CALL OUT REMOVED REV PER CITY/SJRWMD COMMENTS 2 2 311-21-2023 DM REV PER CITY/SJRWMD COMMENTS 3 412-13-2023 DM REV PER CITY COMMENTS 4 4 4 4 4 4 4 4 4 4 -1.28%0.97% 1.50% 0.55% -2.05% -0.75% -1.35% -1.50% -1.19% -1.06%GRADE BREAK STA = 0+39.72ELEV = 129.500GRADE BREAK STA = 2+00.00ELEV = 129.700GRADE BREAK STA = 3+00.00ELEV = 131.200GRADE BREAK STA = 4+00.00ELEV = 131.750GRADE BREAK STA = 5+00.00ELEV = 129.700GRADE BREAK STA = 6+00.00ELEV = 128.950GRADE BREAK STA = 7+00.00ELEV = 127.600GRADE BREAK STA = 8+00.00ELEV = 126.100GRADE BREAK STA = 9+00.00ELEV = 124.910GRADE BREAK STA = 10+00.00ELEV = 123.850Point of Connection to 12" WM Station=0+39.72 elev = 125.80 W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM PV - (6) Station=9+23.28 elev = 121.1419WWWWWFMWFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWRM PVCRM PVCRM PVC0BP: 0+00.00 0 1 2 3 4 5 6 7 8 9 10 10BP: 0+00.00EP: 10+09.050DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\10-11 PLAN & PROFILE (STREET A).dwg,12/15/2023 9:25:58 AMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 11A OF 19 PLAN & PROFILE (WHITE ROAD)-3 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE 1"=40' LE GEND DESCRIPTION PROPOSED SANITARY SEWER SYSTEM STORM SEWER SYSTEM WATER SYSTEM FIRE LINE & HYDRANT FORCE MAIN DIRECTION OF SURFACE FLOW W FM NOTE: -ALL PUBLIC UTILITIES SHALL HAVE A MINIMUM OF 3' OF COVER.S. CLARKE ROAD109-12-2023 DM REV PER CITY/SJRWMD COMMENTS 210-13-2023 DM REV PER CITY/SJRWMD COMMENTS WHITE ROAD ROBYNS GLENN ROADWHITE ROAD PROFILE 2 311-21-2023 DM REV PER CITY/SJRWMD COMMENTS 3 412-13-2023 DM REV PER CITY COMMENTS 4 4 4 FMFMFMFM FM FM FMFMFM890 1 233 PV - (7) Station=0+31.03 elev = 121.14 FM FM FM FM FM FM FM FM FM FM PV - (7) Station=2+05.03 elev = 124.86 -0.79% 1.47% 0.88% GRADE BREAK STA = 0+00.00 ELEV = 126.120 GRADE BREAK STA = 1+88.74ELEV = 124.620GRADE BREAK STA = 3+30.48ELEV = 125.960DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\10-11 PLAN & PROFILE (STREET A).dwg,12/15/2023 9:25:58 AMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 11 BOF 19 PLAN & PROFILE (ROBYNS GLENN RD) - 4 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE 1"=40' LE GEND DESCRIPTION PROPOSED SANITARY SEWER SYSTEM STORM SEWER SYSTEM WATER SYSTEM FIRE LINE & HYDRANT FORCE MAIN DIRECTION OF SURFACE FLOW W FM NOTE: -ALL PUBLIC UTILITIES SHALL HAVE A MINIMUM OF 3' OF COVER. 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS 210-13-2023 DM REV PER CITY/SJRWMD COMMENTSWHITE ROADROBYNS GLENN ROAD ROBYNS GLENN RD PROFILE 2 311-21-2023 DM REV PER CITY/SJRWMD COMMENTS 3 412-13-2023 DM REV PER CITY COMMENTS 4 01234567 8 9 10 11 11 BP: 0+00.00 EP: 11+37.16PC: 6+48.20PT: 7+11.03123456781817161514131211109LSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCTOTLOTPARK /OPENSPACEx x x xxxSTREET A (TRACT F-1)STREET A (TRACT F-2)DAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\12 SIGNAGE & STRIPING PLAN.dwg,12/15/2023 5:01:03 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS12 OF 19 SIGNAGE & STRIPING PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'1 - STOP SIGN (R1-1)1 - 24" STOP BAR,1 - 6' WIDE CROSS WALK WITH DETECTABLE WARNING PER FDOTINDEX 711-0011 - RIGHT TURN ONLY SIGN. (R3-5R). (LOCATED ON STOP SIGN POLE)2-HANDICAP RAMPS1 - STOP SIGN (R1-1)1 - 24" STOP BAR,1 - 6' WIDE CROSS WALK WITH DETECTABLE WARNING PER FDOTINDEX 711-0011 - RIGHT TURN ONLY SIGN. (R3-5R). (LOCATED ON STOP SIGN POLE)2-HANDICAP RAMPSTYPE "4" OBJECTMARKERSOLID REDNOOUTLETNO OUTLET SIGN4 - TYPE "4" OBJECT MARKER (OM4-3)4 - TYPE "4" OBJECT MARKER (OM4-3)TYPICAL STOP SIGNCURB RAMP DETECTABLE WARNINGSTOPR1-1TYPICAL INTERSECTIONSIGNING & STRIPING24" WHITESTOP BAR (TYP.)ALL SIDEWALK CURB RAMPS SHALL HAVE "CAST IN PLACE" DETECTABLE WARNING SURFACES THATEXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES (610 mm) FROMTHE BACK OF CURB IN ACCORDANCE WITH F.D.O.T. INDEX 304.SIDEWALK RAMPS SHALL REQUIRECONSTRUCTION OF A "CAST IN PLACE"DETECTABLE WARNING IN ACCORDANCEWITH FDOT INDEX 304.FDOT SIDEWALK CURB RAMPALONG MASSEE DRIVELIMIT25SPEEDTYPICAL 25 MPHSPEED LIMIT SIGN1 - SPEED LIMIT 25 MPH (R2-1)1 - SPEED LIMIT 25 MPH (R2-1)2 - NO OUTLET SIGN (W-14-2)2 - NO OUTLET SIGN (W-14-2)NOTE:-THERMO PAINT WILL BE USED FOR ALL PAVEMENT MARKINGS IN THE ROW.1ONLYR3-5R1S. CLARKE ROAD1WHITE ROAD 1 11109-12-2023DMREV PER CITY/SJRWMD COMMENTS210-13-2023DM212REV PER CITY/SJRWMD COMMENTS22 1 2 3 4 5 6 7 8 1817161514131211109 LSTOT LOT PARK / OPEN SPACExxxxxxSTREET A (TRACT F-1)STREET A (TRACT F-2)Lock to Lock Time: Track: Width: inchesFIRE TRUCK 6.0 80.7 96.0 249.0"86.0" 511.0" Steering Angle:41.7 DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\13 FIRE TRUCK ROUTE PLAN.dwg,12/15/2023 5:00:39 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD SUITE 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 13 OF 19 FIRE TRUCK ROUTE PLAN CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE 1"=40' S. CLARKE ROAD 1 WHITE ROAD1109-12-2023 DM REV PER CITY/SJRWMD COMMENTS 210-13-2023 DM REV PER CITY/SJRWMD COMMENTS 2 2 DAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\14-15 UTILITY DETAILS -1&2.dwg,12/15/2023 9:31:48 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 14 OF 19 UTILITY DETAILS-1CITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE NONE210-13-2023DMREV PER CITY/SJRWMD COMMENTS2 DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\14-15 UTILITY DETAILS -1&2.dwg,12/15/2023 9:31:48 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 15 OF 19 UTILITY DETAILS-2CITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE NONEDAVE M. SCHMITTFLORIDA REG. NUMBER482741109-12-2023DMREV PER CITY/SJRWMD COMMENTS DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\14-15 UTILITY DETAILS -1&2.dwg,12/15/2023 4:35:07 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 15-A OF 19 UTILITY DETAILS-3CITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE NONEDAVE M. SCHMITTFLORIDA REG. NUMBER482741109-12-2023DMREV PER CITY/SJRWMD COMMENTS311-21-2023DMREV PER CITY/SJRWMD COMMENTS412-13-2023DMREV PER CITY COMMENTS4 DAVE M. SCHMITTFLORIDA REG. NUMBER48274WIDTH VARIES-SEE PLAN1/4"/'4"5' STANDARD CONCRETE SIDEWALKFIN. GRADEFIN. GRADECONTRACTOR SHALL COMPLY WITH F.D.O.T. STANDARD PLANS FOR ROADCONSTRUCTION, FY 2022-23 F.D.O.T DESIGN MANUAL 2022, CONSTRUCTION,MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM" F.D.O.T.INDEX 425-010 - STRUCTURE BOTTOMS TYPE J AND P F.D.O.T. INDEX 425-001 -SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS F.D.O.T. INDEX 425-020 - CURBINLET TOPS TYPES 1, 2, 3 & 4 F.D.O.T. INDEX 425-052 - DITCH BOTTOM INLET TYPES C, D,E & H F.D.O.T. INDEX 430-021 - CROSS DRAIN MITERED END SECTION SINGLE ANDMULTIPLE ROUND CONCRETE PIPE F.D.O.T. INDEX 520-001 - CURB & CURB & GUTTERF.D.O.T. INDEX 522-001 / 522-002 / 522-003 - CONCRETE SIDEWALK / DETECTABLEWARNINGS & SIDEWALK CURB RAMPS / CONCRETE FLARED DRIVEWAYS F.D.O.T. INDEX711-001 - SPECIAL MARKING AREAS.F.D.O.T. STANDARD PLANS - FY 2022-2312"12"12"12"12"9" 1/4"7 1/2" 6"6"6"1/2" RBASEPAVEMENTSTABILIZED SUBGRADESTABILIZEDSUBBASEMIAMI CURB DETAIL24"6"PAVEMENTBASETYPE "F" CURB & GUTTER DETAIL6"6"12"12"12"6"8"16"24"1/2" R2" R3" R3/4" R1/4"7 1/2" 12"STABILIZEDSUBBASESTABILIZEDSUBGRADEDATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\16 PAVING & DRAINAGE DETAILS.dwg,12/15/2023 9:33:13 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS16 OF 19 PAVING, GRADING & DRAINAGE DETAILSCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURENONE LSWFM14.0'DAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,12/15/2023 9:36:37 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS17 OF 19 LIFT STATION PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=10'PRIVATE LIFT STATION PLANSCALE 1"=10'1109-12-2023DMREV PER CITY/SJRWMD COMMENTS412-13-2023DMREV PER CITY COMMENTS4 FLYGT NP 3102 SH 3 80mm135mm 3440 3"460v 60Hz 3 6.5 FLYGT NP 3102 SH 3 80mm135mm 3440 3"460v 60Hz 3 6.5 125.0 70.82'60.4 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,12/15/2023 9:37:04 AMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 18 OF 19 LIFT STATION DETAILS - 1 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE NONE DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 1 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,11/27/2023 12:11:27 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 19 OF 19 LIFT STATION DETAILS - 2 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE NONE DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 1 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS PM 4 5 6 NEU 3 1 2 ALT. H O A 8 9 O H A O H A 15 16 12 13 MALE AUXILIARY POWER RECEPTACLE 18 HIGH FLOAT 19 LAG FLOAT 20 21 LEAD FLOAT 22 23 ON/OFF FLOAT 24 25 POWER TO RTU PHASE MON. TO RTU HI LEVEL TO RTU PUMP 1 FAIL TO RTU PUMP 2 FAIL TO RTU NEUTRAL FROM RTU GND. TO RTU OUT OF AUTO TO RTU OUT OF AUTO TO RTU PUMP #1 PUMP #2 10 ETM TO RTU ETM TO RTU11 PUMP1 OVER TEMP. PUMP1 LEAK PUMP2 OVER TEMP. PUMP2 LEAK MP1 MP2 MP1 RESET MP2 RESET F.T.S. F.T.S. F.T.S. F.T.S. HIGH LAG LEAD OFF/ON ALARM SILENCE CB1 CB2 CB3 CB4 FLASHER HORN LIGHT TO PUMP SENSORS TO PUMP SENSORS CT1 CT2 OT A ATO T N T N T N T N 12 12 12 12 7 12 12 12 12 ALLEN-BRADLEY 12 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,11/27/2023 12:11:27 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 19-A OF 19 LIFT STATION DETAILS - 3 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE NONE DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 1 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS H A H A DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,11/27/2023 12:11:27 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 19-B OF 19 LIFT STATION DETAILS - 4 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE NONE DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 1 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS K10/NO 16 22 23 24COMM K16/NO K15/NO 21 20 19 18 17 K13/NO K14/NO COMM K12/NO K11/NO 15 14 13 12 11 K9/NO COMM K7/NO K8/NO K6/NO 10 K4/NC K5/NO COMM K4/NO K3/NC 9 8 7 6 K2/NO K3/NO K2/NC K1/NC K1/NO 3 5 4 2 1 PINOUTPUT DI-1417 20 COMM. 19 18 DI-16 DI-15 16 15 DI-13 DI-12 14 12 13 DI-11 DI-10 DI-9 11 10 DI-8 COMM. 8 9 7 DI-6 DI-7 DI-5 DI-24 6 5 DI-4 DI-3 3 2 DI-1 CNTR2 PIN 1 INPUT CNTR1 HOA #1 NOT IN AUTO POSITION WET WELL HIGH LEVEL PHASE MONITOR GENERATOR RUN PUMP #1 FAILURE PUMP #1 RUN HOA #2 NOT IN AUTO POSITION HOA #3 NOT IN AUTO POSITION HOA #4 NOT IN AUTO POSITION PUMP #2 RUN PUMP #3 RUN PUMP #4 RUN PUMP #2 FAILURE PUMP #3 FAILURE PUMP #4 FAILURE 8 6 8 6 8 6 8 6 1 3 31 31 31 8 8 6 6 8 6 1 4 1 4 41 1 4 6 8 23 24 1 2 21 22 4 5 25 26 34 9 3 CR4 CR5 CR9 CR10 CR2 CR3 CR7 CR8 TD2 TD3 TD4 TD5 CR11 CR6 CR1 O.L. 120 VAC CONTROL VOLTAGE (TO BE VERIFIED IN FIELD) CR1 EXISTING MOTOR CONTROL CIRCUIT M (EXISTING) (EXISTING) CR2 TD2 CR2 (CR3) (CR7) (CR8) (TD3) (TD4) (TD5) (CR3) (CR7) (CR8) 13 (29) (27) (16) EXISTING CKT.12 2 7 20 CR4 (CR5) (CR9) (CR10) 14 15 (32) (31) (18) (17) (28) (30) 2 7 2 7 2 7 8 5 HOA #1 IN AUTO POSITION 5.0 SEC ON DELAY WET WELL HIGH LEVEL (EXIST.) WET WELL FLOODING (ASSUMED NORMALLY CLOSED) THIS CIRCUIT TYPICAL FOR EACH MOTOR IN LIFT STATIONS #1, #2, #3 & #4 19 CR62 7 33 CR1127GEN. RUN PHASE FAILURE (EXISTING) SWITCH TRANSFER PHASE FAILURE GEN. EXISTING CKT. N.O.H.C. INSTALLATION NOTES: INSTALLER TO VERIFY CONTROL VOLTAGE IN ORDER TO DETERMINE RELAY COIL VOLTAGES. OPTIONS ARE TO BE INSTALLED AT EACH LIFT STATION INSTALLER TO VERIFY DATA SHEETS AS TO WHAT INSTALLER TO VERIFY THAT ALL SIGNALS ARE NORMALLY CLOSED, CONTACT OPENS ON SIGNAL. (i.e. SOME SIGNALS MAY BE GENERATED AS NORMALLY OPEN FROM FIELD LIMIT SWITCH.) TYPICAL RELAY PIN OUT IS AS FOLLOWS: 1. 3. 2. 4. 4 5 1 8 3 2 6 7 ALL CONTROL RELAYS TO BE P & B #KRP11AN OR EQUAL. ALL TIME DELAY RELAYS TO BE DIGI SWITCH TYPE TDM OR EQUAL. - TB2 LOCATED IN JUNCTION BOX. TO BE PRE-WIRED IN SHOP. 5. 7. 6. 7 HAND OFF XOO OOX AUTO (EXISTING) 21 43 2 2 DO-2 7 7DO-1 PUMP 2 PUMP 144 45 46 PUMP 3 DO-32 7 47 PUMP 4 DO-42 7 TO P.S. OUT PIN 10 13 12 14 5 AI P.GND DI COM. DI-8 DI-5 DI-7 DI-611 DI-3 DI-49 8 DI-2 DI-1 7 6 AI-2+ AI 2-4 3 AI 1+ AI 1-2 1 INPUT PRESSURE FLOW PT FT 72DO-5 GENERATOR REMOTE START48 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,11/27/2023 12:11:27 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 19-C OF 19 LIFT STATION DETAILS - 5 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE NONE DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 1 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE35363738395123467891011121314151617181920212223242526272829303132333440414342464445474849505152535456575859605561WORK LIMIT L I N E WORK LIMIT LINEWORK LIMIT LINEWORK LIMIT LINE8 181716 LSW W W W W W W W WRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCS S S S FM FM FM RM PVCW W W WWWWWWWWWWWWWWWTOT LOT PARK / OPEN SPACExxxx x x xxSSFMSFMRM PVCRM PVCRM PVCRM PVCRM PVC RM PVC RM PVC RM PVC RM PVC48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINESTYPICALLOT TREETYPICALLOT TREEEXISTING TREESEXISTING TREE TO BE REMOVEDEXISTING TREE TO REMAINALL EXISTING TREEST-100TREE MITIGATION PLAN1"=30'-0" CAD FILE LS CR MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE57616263646566676869707173787674728311511375801018685841038891908987939695949297100999881798277102104105106107108109112110111114124123122119125121116117118120130127126128129135133134136139137132138140153151150152154131141142143145144146147148149157156158160159161163162164165166167168169170171172173174175176177178179180185181184193194195196187188189190182186191192197198199200201202203204205206207208209210211212213214215216217218235236237239238240241242219220221222223224225226227228229230231232233234251252253243244245246247248250249254255256257258259260261262263264265266267268269270271155183272RM PVC RM PVC 1 2 3 4 5 6 7 8 161514131211109 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RM PVCS S S S S S S S S S S S S S S S S S S S S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W W FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWRM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC EXISTING TREESEXISTING TREE TO BE REMOVEDEXISTING TREE TO REMAINALL EXISTING TREEST-101TREE MITIGATION PLAN1"=30'-0" CAD FILE LS CR # TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONOAK11"11"-4PINE7"-7"-PINE15"-15"-PINE11"-11"-PINE16"-16"-PINE14"-16"-PINE 14"-14"-PINE16"-16"-PINE17"17"-4UNIDENTIFIED8",7",6"21"-12PINE12"12"-4PINE14"-14"-PINE6"-6"-PINE16"-16"-PINE18"18"-4PINE11"-11"-PINE12"-12"-PINE16"-16"-PINE14"14"-4OAK27"-27"-OAK8"-8"-OAK34"-34"-PINE13"13"-4PINE17"17"-4PINE13"13"-4PINE14"14"-4PINE11"11"-4PINE15"15"-4PINE15"15"-4PALM18"18"-4PINE14"14"-4PINE14"-14"-PINE16"16"-4PINE11"11"-4PINE16"16"-4PINE15"15"-4PINE15"15"-4PINE14"14"-4TREE MITAGATION CHART PINE17"17"-4353637383951234678910111213141516171819202122232425262728293031323334# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE13"13"-4PINE15"15"-4PINE15"15"-4PINE17"17"-4PINE13"13"-4PINE14"14"-4PINE15"15"-4PINE16"16"-4UNIDENTIFIED 16"16"-4UNIDENTIFIED 14"14"-4PINE14"14"-4OAK8"8"-4OAK12"12"-4UNIDENTIFIED 7"7"-4UNIDENTIFIED9"9"-4UNIDENTIFIED8"8"-4OAK12"12"-4PINE12"12"-4PINE10"10"-4PINE15"15"-4PINE14"14"-4PINE9"9"-4PINE14"14"-4PINE10"10"-4PINE10"10"-4PINE10"10"-4UNIDENTIFIEDXXXX-XXPINE10"10"-4PINE12"12"-4PINE10"10"-4 PINE11"11"-4PINE15"15"-4PINE8"8"-4PINE10"10"-4PINE12"12"-4PINE16"16"-4PINE14"14"-4PINE10"10"-4PINE9"9"-4191192193194195161157158159160162163164165166167168169170171172173174175176177178179180181182183184185186187188189190# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE17"-17"-PINE16"-16"-PINE15"-15"-PINE12"-12"-OAK8"8"-4CRAPE MYRTLE9"-9"-OAK15"-15"-PINE15"15"-4PINE15"15"-4CRAPE MYRTLE8"8"-4OAK8"8"-4PINE15"15"-4PINE12"12"-4OAK20"20"-4PINE16"16"-4UNIDENTIFIED10"10"-4PINE15"15"-4PINE11"11"-4PINE20"20"-4PINE15"15"-4PINE18"18"-4PINE15"15"-4PINE9"9"-4PINE10"10"-4PINE8"8"-4PINE10"10"-4OAK11"11"-4PINE15'15"-4PINE15"15"-4PALM18"18"-4PINE12"12"-4PINE14"14"-4PINE14"14"-4PINE12"12"-4PINE16"16"-4PINE15"15"-4PINE8"8"-4PINE9"9"-4TREE MITIGATION CHARTPINE8"8"-4747576777844404142434546474849505152535455565758596061626364656667686970717273# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE16"16"-4PINE8"8"-4PINE9"9"-4PINE18"18"-4PINE9"9"-4PINE8"8"-4PINE12"12"-4PINE12"12"-4PINE12"12"-4PINE10"10"-4PINE14"14"-4PINE22"22"-4PINE12"12"-4PINE11"11"-4OAK10"10"-4PINE12"12"-4PINE10"10"-4PINE10"10"-4PINE11"11"-4PINE 8" 8"-4PINE10"10"-4PINE 8" 8"-4PINE11"11"-4PINE13"13"-4PINE11"11"-4PINE13"13"-4PINE12"12"-4PINE12'12"-4PINE 8" 8"-4PINE12"12"-4PINE11"11"-4PINE17"17"-4PINE20"20"-4PINE10"10"-4PINE16"16"-4PINE15"15"-4PINE9"9"-4PINE12"12"-4PINE13"13"-4230231232233234200196197198199201202203204205206207208209210211212213214215216217218219220221222223224225226227228229# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE9"9"-4PINE14"14"-4PINE10"10"-4PINE9"9"-4PINE14"14"-4PINE11"11"-4PINE11"11"-4PINE15"15"-4PINE12"12"-4PINE11"11"-4PINE12"12"-4PINE15"15"-4OAK15"15"-4PINE9"9"-4PINE17"17"-4PINE12"12"-4PALM17"17"-4PINE11"11"-4PINE10"10"-4PINE21"21"-4PINE10"10"-4PINE15"15"-4PINE9"9"-4PINE18"18"-4UNIDENTIFIED 12"12"-4UNIDENTIFIED 14"14"-4PINE18"18"-4UNIDENTIFIED 12"12"-4PINE15'15"-4PINE20"20"-4PINE8"8"-4PINE8"8"-4PINE10"10"-4UNIDENTIFIED 11"11"-4PINE15"15"-4PINE9"9"-4PINE14"14"-4PINE17"17"-4PINE8"8"-4113114115116117837980818284858687888990919293949596979899100101102103104105106107108109110111112# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE11"11"-4PINE11"11"-4PINE8"8"-4PINE12"12"-4PINE7"7"-4PINE9"9"-4PINE11"11"-4PINE12"12'-4PINE9"9"-4PINE8"8"-4PINE11"11"-4PINE11"11"-4PINE18"18"-4PINE9"9"-4PINE8"8"-4PINE14"14"-4PINE12'12"-4PINE12"12"-4PINE14"14"-4OAK46"46"-4UNIDENTIFIED 7"7"-4OAK21"21"-4UNIDENTIFIED12"12"-4PINE11"11"-4PINE9"9"-4PINE12"12"-4OAK26"26"-4PINE16"16"-4PINE15"15"-4PINE12"12"-4OAK14"14"-4OAK24"24"-4PINE11"11"-4PINE11"11"-4PINE14"14"-4PINE17"17"-4OAK30"30"-4OAK34"34"-4269270271272239235236237238240241242243244245246247248249250251252253254255256257258259260261262263264265266267268# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE13"13"-4PINE12"12"-4OAK20"20"-4OAK22"22"-4PINE10"10"-4PINE11"11"-4OAK54"54"-4PINE14"14"-4PINE9"9"-4PINE8"8"-4PINE10"10"-4PINE10"10"-4PINE8"8"-4OAK24"24"-4PINE12"12"-4PINE17"17"-4PINE11"11"-4PINE12"12"-4PINE24"24"-4PINE13"13"-4PINE12"12"-4PINE14"14"-4PINE13'13"-4PINE14"14"-4UNIDENTIFIED8"8"-4UNIDENTIFIED 11"11"-4UNIDENTIFIED 8"8"-4UNIDENTIFIED 9"9"-4UNIDENTIFIED10"10"-4UNIDENTIFIED 8"8"-4UNIDENTIFIED 9"9"-4PINE10"10"-4PINEXXXX-4PINEXXXX-4OAK24"24"-4PINE14"14"-4PINE12"12"-4UNIDENTIFIED XXXX-XXPINE9"9"-4152153154155156122118119120121123124125126127128129130131132133134135136137138139140141142143144145146147148149150151TREE MITIGATION CHARTTREE MITIGATION CHARTTREE MITIGATION CHARTTREE MITIGATION CHARTTREE MITIGATION CHARTTOTAL578"327"253"96TOTAL509"425"84"132TOTAL498"498"0"156TOTAL499"499"0"152TOTAL459"459"0"152TOTAL467"467"0"156TOTAL549"549"-1523,559"3,224337" 996 TREESSIZE INCHESINCHESREMOVEDSAVEDMITIGATION316LOT #LOT SIZETREES (2"CAL)TREESREQUIREDSAVED12456789101213141517189,883 SF33 - 3X2= 69,888 SF32 - 3X2= 69,874 SF33 - 3X2= 6PER LOT4" CALIPER TREES PROPOSED IN LEIU OF REQUIRED 11TREES (2"CAL)PROPOSEDTOTAL TREESGRAND TOTAL54108 (432")540012,107 SF33 - 3X2= 69,888 SF33 - 3X2= 6**2" CALIPER TREES AND ARE COUNTED AS 2 TREES EACH 9,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,883 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 6TOTALLOT TREE REPLACEMENTREPLACEMENT PROVIDED15SLASH PINE - 3" CAL.SLASH PINE - 4"949TOTAL TREES PLANTEDQUANTITY45"36"181"QUANTITYFINALCOMMON AREA TREES18AMERICAN ELM - 4"LIVE OAK - 4" CAL.772"28"T-500TREE MITIGATION CHARTS AND CALCULATIONS NO SCALE CAD FILE LS CR MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEWORK LIMIT L I N E WORK LIMIT LINEWORK LIMIT LINEWORK LIMIT LINE8 181716 LSW W W W W W W W WRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCS S S S FM FM FM RM PVCW W W WWWWWWWWWWWWWWWTOT LOT PARK / OPEN SPACExxxx x x xxSSFMSFMRM PVCRM PVCRM PVCRM PVCRM PVC RM PVC RM PVC RM PVC RM PVC48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINESEACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODETYPICALLOT TREETYPICALLOT TREE* ALL STREET TREES TOBE INSTALLED ANDIRRIGATED AT TIME OFEACH LOT CONSTRUCTIONALL REMAINING LANDSCAPEIN TRACTS AND COMMONAREAS TO BE INSTALLEDWITH SITE INFRASTRUCTURE.ROOT BARRIER NOTES:SEE DETAIL SHEET L-500L-100LANDSCAPE PLAN 1"=30'-0" CAD FILE LS CR 4.4.4. MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEEACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODEFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM RM PVC RM PVC 1 2 3 4 5 6 7 8 161514131211109 FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W RM PVCS S S S S S S S S S S S S S S S S S S S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W FMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWRM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC 48" ROOT BARRIERALONG UTILITY LINES* ALL STREET TREES TOBE INSTALLED ANDIRRIGATED AT TIME OFEACH LOT CONSTRUCTIONALL REMAINING LANDSCAPEIN TRACTS AND COMMONAREAS TO BE INSTALLEDWITH SITE INFRASTRUCTURE.48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINES48" ROOT BARRIERALONG UTILITY LINESEACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODETYPICALLOT TREETYPICALLOT TREETYPICALLOT TREETYPICALLOT TREEROOT BARRIER NOTES:SEE DETAIL SHEET L-500L-101LANDSCAPE PLAN 1"=30'-0" CAD FILE LS CR 4.4.4.4.4.4.4. PLANSPLANS6'' SOIL BERM TO HOLD WATERPROTECT TREE TRUNK WITH RUBBER HOSEROOTBALL ACCORDING TO FLORIDAGRADES AND STANDARDS, CURRENTEDITION TYP.EARTH ANCHOR (SEE NOTE BELOW)INSTALL AS PER MFG. INSTRUCTIONS.12"NOTES:INCLUDES TREES WITH 4" CALIPER AND GREATER.TREE SUPPORT SYSTEM TO BE 'DUCKBILL' MODEL No. 88-DTS-0, ORAPPROVED EQUAL. SYSTEM INCLUDES THREE (3) EARTHANCHORS, 15' OF GALV. STEEL CABLE WITH BRIGHT ORANGECOATING, THREE (3) TURNBUCKLES AND SIX (6) 3/16" CABLECLAMPS.6''MIN.6'' MIN.ON FIELD GROWN TREES; CONTRACTOR TOTURN BACK TOP THIRD OF NATURAL BURLAP.IF SYNTHETIC BURLAP IS USED; CONTRACTORTO REMOVE COMPLETELY PRIOR TO PLANTING.FINISH GRADERECYCLED TIRE TREE TIES, AS MANUF.BY GRO- STRAIT (707-745-4330)OR APPROVED EQUAL.THREE LODGEPOLE PINE STAKES,2'' DIA. (EVENLY SPACED)TAMP PREPARED PLANTING SOIL TO PREVENT SETTLING ANDADJUST ROOTBALL PLANTING HEIGHT IN RELATIONSHIP TO FINISHGRADE.'D'= ROOTBALL + 24".FINISH GRADE3" MULCH AS SPECIFIED (1'' OVER CROWN OF ROOTBALL). SETBACK MULCH 12-18 INCHES FROM TRUNK.THE PLANTING HOLE SHALL BE 10% MORE SHALLOW THAN THEROOT BALL DEPTH SO THAT TRUNK FLARE (TAPER) IS VISIBLEABOVE GRADE.PREPARED PLANTING SOIL AS SPECIFIEDNOTES:INCLUDES TREES WITH 3-1/2" CALIPER AND BELOW.SUPPORTS AND STAKES MUST BE AT LEAST 2' FROMNEAREST EDGE OF PAVEMENT.12""D""D" = ROOTBALL + 24""D"12"12"EXISTING SOILEXISTING SOIL3'' MULCH AS SPECIFIED(1''OVER ROOTBALL). KEEPMULCH 3" AWAY FROM STEMSAND/OR TRUNKS6"PAD TRUNK WITH TWO LAYERS OF BURLAP TO PROTECT THE TRUNK. USE A MINIMUM OF 3 GALVANIZEDSTEEL BANDS TO TIE 5, 2"X2"X18" P.T. WOOD BATTENS AROUND TRUNK.THE PLANTING HOLE SHALL BE 10% MORE SHALLOW THAN THE ROOT BALL DEPTH SO THAT TRUNKFLARE (TAPER) IS VISIBLE ABOVE GRADE.TOP OF TRUNK CROWN SHAFT IS TO BE 90 DEGREES TO THE GROUND. PROVIDE STRAIGHT TRUNKSONLY (UNLESS OTHERWISE NOTED).6" SOIL BERM TO HOLD WATERPROVIDE THREE 2''x4'' SUPPORTS - NAIL SECURELY TO BATTENS AND GROUND STAKES AS SHOWN.SUPPORTS SHALL REMAIN IN PLACE FOR A MINIMUM OF 6 MONTHS OR UNTIL END OF HURRICANESEASON.6'6'FINISH GRADE PER PLANSNOTES:DETAIL APPLIES TO 3 GAL. AND LARGER MATERIALSPLANTED AT 24" O.C. OR MORESET TOP OF ROOTBALL 1''ABOVE ADJACENT PLANTING SOILEXCAVATE ENTIRE BED TO 6''DEPTH AND BACKFILL WITH PREPARED PLANTING SOILPER SPECIFICATIONSNOTES:DETAIL APPLIES TO 1 GAL. MATERIALS PLANTED AT24" O.C. OR LESS6''4"MIN.1/2 O.C.6"MAX. 1'' DROP FROMADJACENT HARDSCAPEEDGE6"MIN.1/2 O.C.NOTE:1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING BEDS/PITS PRIOR TO INSTALLATION.2. ALL AREAS BETWEEN SHRUBS TO RECEIVE 3'' MULCH.TAMP PREPARED PLANTING SOIL TO PREVENT SETTLING AND ADJUST ROOTBALL PLANTING HEIGHT INRELATIONSHIP TO FINISH GRADE."D" = ROOTBALL + 24"NAIL THREE PIECES OF 2''x4'' TO BATTENS TO PREVENT SLIPPAGE.PLANTING SOIL TO BE THE SAME AS THE PALM WAS GROWN IN.THREE 2''x4''x30'' GROUND STAKES3" MULCH AS SPECIFIED (1'' OVER CROWN OF ROOTBALL). SET BACK MULCH 12-18 INCHES FROM TRUNK.FINISH GRADEWICK TOP OF PALMS BY REMOVING FRONDS TO TOP OF BUD. DO NOT DAMAGE PALM BUD. WICKINGMETHOD TO BE APPROVED PRIOR TO REMOVAL OF FRONDS.PRUNE AND TIE FRONDS (MINIMUM OF 7 FRONDS) WITH HEMP TWINE. FRONDS TO REMAIN TIED UNTILPALM BECOMES ESTABLISHED.NOTE:CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTINGBEDS/PITS PRIOR TO INSTALLATION.90°EXCAVATE INDIVIDUAL PLANTING HOLETO 6'' BELOW AND AROUND NEW ROOTBALLAND BACKFILL WITH PREPARED PLANTING SOILPER SPECIFICATIONS.FINISH GRADE PER PLANSSHRUB OR GROUNDCOVERO.C. SPACINGO.C. SPACINGEDGE OF TRAIL1/2 O.C.1/2 O.C.BUILDING OR STRUCTUREMIN.1'-6"1'-0"MULCH DO NOT EXCAVATE ON THIS AREAPLANT FOLIAGE AND EDGE OF BEDLINE (TYP.).UNIFORM CLEARANCE (MULCH STRIP) BETWEEN AND IN STRAIGHT ROWS. SPACING MAY BE ADJUSTEDSLIGHTLY TO CREATE SMOOTH FLOWING BEDLINESAS SHOWN ON LANDSCAPE PLANS. PROVIDE 4" - 6"NOTE: LAYOUT PLANTS IN A TRIANGULAR PATTERNOTHER (AT SPACING SPECIFIED IN THE PLANT LIST)AS SHOWN, SPACED EQUALLY FROM EACH1.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES.2.ALL PLANTS SHALL BE FLORIDA NO. 1 OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDSFOR NURSERY PLANTS.3.ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER BEFORE, DURING,AND AFTER INSTALLATION.4.ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE AFULL, DENSE CROWN.5.ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS.6.ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 3" IN DEPTH.7.ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL.8.ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA.9.ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATIONOF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL.10.TREES SHALL NOT BE PLACED WITHIN 7' OF ANY FIRE PROTECTION EQUIPMENT AND NOT WITHIN 5' OFANY UTILITIES.11.TREES SHALL NOT BE PLACED WHERE THEY WILL OBSCURE ANY VIEWS TO TRAFFIC, PEDESTRIANS ORSIGNAGE. CONTRACTOR TO FIELD ADJUST TREE LOCATIONS TO AVOID CONFLICTS. IF PLANTING ISQUESTIONABLE; CONTRACTOR TO CONTACT LANDCAPE ARCHITECT OR OWNER'S REPRESENTATIVE TODISCUSS RELOCATION.12.CONTRACTOR SHALL TAKE CARE TO PROTECT ALL TREES AND LANDSCAPING MATERIAL WITHINPROJECT LIMITS AS WELL AS EXISTING TREES IMMIDIATELY ADJACENT TO PROJECT LIMITS. IF THEEXISTING LANDSCAPE, TREES OR OTHER RELATED MATERIALS ARE IMPACTED DURING LANDSCAPEINSTALLATION THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPLACEMENTS, AS WELL AS,ALL OTHER ASPECTS OF REMEDIATION INCLUDING BUT NOT LIMITED TO: TREES, SHRUBS,GROUNDCOVERS, SOD, AND ANY OTHER MATERIALS IMPACTED BY CONSTRUCTION.13.SOIL CONDITIONS MAY VARY THROUGHOUT THE SITE AND CONTRACTOR TO SHALL PROVIDE PROPEREQUIPMENT FOR PROPER EXCAVATION.14.CONTRACTOR SHALL INCLUDE THE COSTS OF EXCAVATION, DISPOSAL OF EXCESS MATERIALS,BACKFILL, SOIL AMENDMENTS, SPECIAL BED PREPERATION, MULCH, TREE STAKING AND GUYING,FERTILIZER, WATERING FOR PLANT ESTABLISHMENT, SITE CLEAN-UP AND MAINTAINENCE WITHIN BIDNUMBER.15.CONTRACTOR SHALL SOD ALL DAMAGED GRASS AREAS DISTURBED DURING CONSTRUCTION. SEELANDSCAPE SPECIFICATIONS FOR SOD INSTALLATION.16.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTINGAREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PESTCONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB.17.THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR APERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALLREQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THEOWNER.18.THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTINGBED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER.19.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANTQUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANTLIST, THE PLANS SHALL RULE.20.THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONSPRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THERESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.21.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES,DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGEDDURING THE WORK.22.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TODAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT.23.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, ANDFOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE OFTHEIR WORK.24.ALL TREES PLANTED IN THE RIGHT OF WAY AND WITHIN 10' OF PUBLIC SIDEWALKS MUST BE INSTALLEDWITH ROOT BARRIERS THAT EXTEND AT AT LEAST 3' BELOW PROPOSED GRADE.25.NO TREES OR BUSHES SHALL BE PLACED ON TOP OF OR IN CLOSE PROXIMITY TO PUBLIC UTILITIES THATWILL IMPACT UTILITIES AT MATURITY.26.ALL TREES (INCLUDING STREET TREES) PLANTED DURING VERTICAL CONSTRUCTION SHALL NOT BEPLACED IN CLOSE PROXIMITY TO PUBLIC UTILITIES THE WILL IMPACT THAT WILL IMPACT UTILITIES ATMATURITY. IF PLACED CLOSE TO UTILITIES DUE TO OTHER CONSTRAINTS, A 60" ROOT BARRIER SHALL BEINSTALLED.NEW TREEROAD CURB'ROOT SOLUTIONS'-RS48 ROOT BARRIEROR APPROVED EQUALNATIVE MATERIAL BACKFILLAT STREET TREES - SECTIONGRADENTSNOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.2. DO NOT SCALE DRAWINGS. 3. THE RAISED ROOT GUIDING RIBS MUST BE FACING TOWARDS THE TREE ROOTS.4. THE TOP OF THE BARRIER PANELS MUST BE SLIGHTLY ABOVE GRADE (NEVER BELOW GRADE).5. POSITION BARRIER PANELS VERTICALLY WITH TOP AGAINST THE STRUCTURE TO BE PROTECTED.6. SEE LANDSCAPE SITE PLAN TO DETERMINE TREES THAT REQUIRE BARRIER PANEL.SIDEWALK'ROOT SOLUTIONS'-RS48 ROOT BARRIEROR APPROVED EQUALNATIVE MATERIAL BACKFILLDRAIN LINEDEPTH VARIESPOTABLE ANDREUSE WATER LINE3' DEPTH TYPICALL-500LANDSCAPE PLANT LIST AND DETAILS NO SCALE CAD FILE LS CR4. MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEWORK LIMIT L I N E WORK LIMIT LINEWORK LIMIT LINEWORK LIMIT LINE8 181716 LSW W W W W W W W WRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCS S S S FM FM FM RM PVCW W W WWWWWWWWWWWWWWWTOT LOT PARK / OPEN SPACExxxx x x xxSSFMSFMRM PVCRM PVCRM PVCRM PVCRM PVC RM PVC RM PVC RM PVC RM PVCIRRIGATIONCONTROLLER1/1/4" MAINLINEIRRIGATIONMETER1/1/4" GATE VALVESOLAR-SYNCSENSOR1" REUSE3/4"1"1"4" SLEEVE3/4"3/4"1/2"1/2"3/4"1"3/4"1/2"3/4"3/4"3/4"48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINESEACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODE2" SLEEVE2" SLEEVE3/4"1/2"1/2"3/4"3/4"3/4"1/2"1/2"3/4"1"1/2"TYPICALLOT TREETYPICALLOT TREE* ALL STREET TREES TOBE INSTALLED ANDIRRIGATED AT TIME OFEACH LOT CONSTRUCTIONALL REMAINING LANDSCAPEIN TRACTS AND COMMONAREAS TO BE INSTALLEDWITH SITE INFRASTRUCTURE.IRRIGATION PLAN CITY NOTES:1.FINAL IRRIGATION PLAN APPROVAL DOES NOTPROVIDE EXEMPTION FROM CITY OF OCOEECODE OF ORDINANCES CHAPTER 175 LANDSCAPEIRRIGATION REQUIREMENTS. ANY DEVIATIONSMUST BE APPROVED IN WRITING PRIOR TOCONSTRUCTION.2.THIS PROJECT, INCLUDING BOTH HORIZONTALAND VERTICAL CONSTRUCTION , SHALLINCORPORATE 'WATERSENSE' PLUMBINGFIXTURES AND 'ENERGYSTAR' APPLIANCES ASREQUIRED BY CHAPTER 175 OF THE CITY OFOCOEE'S CODE OF ORDINANCES.3.DEVELOPER / CONTRACTOR SHALLCOORDINATE WITH UTILITIES DEPARTMENT FORWATER CONSERVATION INSPECTION OFPLUMBING AND IRRIGATION SYSTEM BY CALLING407-905-3159.TOTAL AREA = 19,633 sfHIGH IRRIGATION VOLUME = 0LOW IRRIGATION VOLUME = 8,283 SFNON-IRRIGATION = 11,350 SF (BAHIA GRASS)IRRIGATED AREA CALCULATIONSI-100IRRIGATION PLAN1"=30'-0" CAD FILE LS CR 4. MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEEACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODERM PVC RM PVC 1 2 3 4 5 6 7 8 161514131211109 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RM PVCS S S S S S S S S S S S S S S S S S S S S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWRM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC 2" SLEEVE1/2"1/2"3/4"3/4"3/4"* ALL STREET TREES TOBE INSTALLED ANDIRRIGATED AT TIME OFEACH LOT CONSTRUCTIONALL REMAINING LANDSCAPEIN TRACTS AND COMMONAREAS TO BE INSTALLEDWITH SITE INFRASTRUCTURE.EACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODE1/2"2" SLEEVE2" SLEEVE2" SLEEVE2" SLEEVE2" SLEEVE2" SLEEVE2" SLEEVE2" SLEEVE3/4"3/4"IRRIGATION PLAN CITY NOTES:1.FINAL IRRIGATION PLAN APPROVAL DOES NOTPROVIDE EXEMPTION FROM CITY OF OCOEECODE OF ORDINANCES CHAPTER 175 LANDSCAPEIRRIGATION REQUIREMENTS. ANY DEVIATIONSMUST BE APPROVED IN WRITING PRIOR TOCONSTRUCTION.2.THIS PROJECT, INCLUDING BOTH HORIZONTALAND VERTICAL CONSTRUCTION , SHALLINCORPORATE 'WATERSENSE' PLUMBINGFIXTURES AND 'ENERGYSTAR' APPLIANCES ASREQUIRED BY CHAPTER 175 OF THE CITY OFOCOEE'S CODE OF ORDINANCES.3.DEVELOPER / CONTRACTOR SHALLCOORDINATE WITH UTILITIES DEPARTMENT FORWATER CONSERVATION INSPECTION OFPLUMBING AND IRRIGATION SYSTEM BY CALLING407-905-3159.I-101IRRIGATION PLAN1"=30'-0" CAD FILE LS CR 3.4. 4"8"4"24"12"/16"4"4"4"4"24"4"4"24" 1. BEDDING SHALL BE PLACED AND LEVELED PRIOR TO INSTALLATION OF BURY ITEM. 2. BACKFILL SHALL BE PLACED IN MAXIMUM 6" LIFTS. 3. SLEEVE ALL PIPE AND WIRE SEPARATELY. SLEEVE 2 X DIA. OF PIPE (MIN 2"). ONE PIPE PER SLEEVE. SLEEVES TO BEPRIMED AND SOLVENT WELDED. 4. ALL PIPE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS WITH PIPE LABELING FACING UP FOR INSPECTIONPURPOSES. PROVIDE A MINIMUM OF 2" CLEARANCE TO SIDE OF TRENCH AND BETWEEN PIPES. 5. ALL 120 V. WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 6. TAPE AND BUNDLE IRRIGATION CONTROL WIRES EVERY 10'. PROVIDE LOOSE 20" LOOP AT ALL CHANGES OF DIRECTIONOVER 30°. 7. ALL REMOTE CONTROL VALVE WIRING NOT INSTALLED WITH MAINLINE PIPE SHALL BE INSTALLED IN A MINIMUM 2"SCHEDULE 40 GREY ELECTRICAL CONDUIT OR AS APPROVED. 8. "NON-POTABLE" WARNING TAPE TO BE INSTALLED ON ALL PRESSURIZED MAINLINES 12" ABOVE THE PIPE. 9. INSTALL ONE ADDITIONAL SLEEVE SIZED TO MATCH THE LARGEST REQUIRED SLEEVE WITH ENDS TAPED FOR FUTURE USE.10. SLEEVES TO EXTEND A MINIMUM OF 12" PAST HARDSCAPE PLANTERS, CURBS, SIDEWALKS, ETC. SLEEVES TO BESTAGGERED/OFFSET SO THAT SLEEVE USE IS NOT OBSTRUCTED BY OTHER PIPES.11. WHERE PRESSURE SUPPLY PIPING IS INSTALLED WITHOUT CONTROL WIRING, A 14 GA. TRACKING WIRE SHALL BEINSTALLED.THRUST BLOCKS ARE TO BECONSTRUCTED WITH 3,000 PSICONCRETE AT 48 HRS. STEELREINFORCING RODS WILL BE REQ'D IFSURROUNDING SOIL HAS A BEARINGVALUE OF LESS THAN 2,000 PSF.THRUST BLOCKS REQUIRED AT ALLFITTINGS AND DIRECTION CHANGES ONMAIN LINES. NOTE THRUST BLOCKLOCATIONS ON AS-BUILT DRAWINGS.PLAN VIEWSFITTINGTYPICAL SECTIONTHRUSTHMAX. H/2NOTE:MOUNT ON ANY SURFACEWHERE IT WILL BE EXPOSEDTO UNOBSTRUCTED RAINFALL,BUT NOT IN PATH OFSPRINKLER SPRAY.RUN LEAD WIRESTO CONTROLLEREXTERIOR WALL (SEE NOTE)MODEL MINI-CLIKWITH SENSOR GUARDOFFSET ASREQUIREDEDGE OFCROSSCUTCONC.THRUSTBLOCKTHRUSTBLOCKAREA (Sq.Ft.)UNDISTURBED SOIL(TYPICAL)18"MIN.FINISHGRADEWIRESLEEVE24 V.WIRELATERALMAINLINEFINALBACKFILLCOVERBEDDINGBURYITEMFINISHGRADEEXCAVATED MATERIALSHALL BE FINELY SCREENEDWITH NO ROCKS LARGERTHAN 1".BEDDING AND COVERMATERIAL SHALL BETOPSOIL WITH NOROCKS.PIPESLEEVECONCRETESLAB24V WIREPIPE & WIRE SLEEVINGPVC LATERALMAINLINE, LATERAL & 24V WIRENOTES:CONTROL WIRE IN ELECTRICALCONDUIT. SIZE AND TYPEPER LOCAL CODE*NOTE*SPECIFY 4, 6 OR 8 STATION MODEL CONTROLLER.MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL.CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110VAC SOURCE.MINIMUM CLEARANCEFOR DOOR OPENINGEXTERIOR WALL7'-412"MODEL PRO-C "PCC-6"ELECTRICAL SUPPLY CONDUIT.CONNECT TO POWER SOURCE.J BOX INSIDE CONTROLLER.LATERAL LINE SIZE PER PLANSLEEVING - SCH. 40 P.V.C. MIN. DEPTH OF 24''1-1/4" MAINLINE CLASS 200 P.V.C. SIZE PER PLANSEE PLANSEE PLANSEE PLANDESCRIPTIONSYMBOLQUANTITY+/- 3,000 LFDRIP LINE - HUNTER INDUSTRIES 'HDL-18-06' HUNTER "SOLAR-SYNC" EVAPOTRANSPIRATION SENSOR1 EQUIPMENT LIST INSTALL WITH A SOLAR-SYNC SENSOR AND BY-PASS BOX. GROUND WITH AN 8' COPPER CLAD ROD.HUNTER PRO-C 6 STATION CONTROLLER, 120VOLT11" RE-USE IRRIGATION METER TO PROVIDE 80 GPM AT 40 PSI1 (BY OWNER)1-1/4" GATE VALVE1306" POP-UP SPRAY - HUNTER INDUSTRIES 'PROS-06-PRS40' 2HUNTER 'PGV' SERIES ELECTRIC VALVE WITH ACCU-SET PRESSURE REGULATOR 1"EAIR RELIEF PVC RISERSCALE: N.T.S.1/2" SCH 80 RISER(LENGTH AS REQUIRED)FINISH GRADEBRICK SUPPORTS (3)10" ROUNDVALVE BOXLATERAL PIPEAIR/VACUUMRELIEF VALVE1/2" PVC COUPLING(TxT)3/4"GRAVEL SUMPHUNTER PLD TUBINGAMENDED SOIL6" WIRE STAKEDFLUSH VALVE AUTOMATICSCALE: N.T.S.18"SEESPECSLINE FLUSHING VALVELATERAL OR HEADERFINISH GRADEBRICK SUPPORTS(3)10" ROUNDVALVE BOX3/4" GRAVEL SUMPLINE FLUSHING VALVEHUNTER PLD-050 OR1/2" FPT ADAPTERFLATERAL PIPE TO PLANTING BEDMODEL 'ICZ-101-25'LATERAL TO PLD CONNECTIONHUNTER PLD 06-18-250HUNTER PLD TEETUBING STAKEFLUSH VALVEDRIP CONTROL VALVE HUNTER:DRIP LINEHARDSCAPETURFLEGEND:12ECO INDICATOR - ECOIDFLEXSG TUBING - FLEXSG3LATERAL PIPE PER PLAN4FPT CONNECTION FROM LATERAL5FINISHED GRADE IN TURF1234786ADJACENT MULCH7FINISHED GRADE IN PLANTER BED65SPIRAL BARB ELBOW - HSBE-XXX9MARLEX STREET ELBOW894SCALE: N.T.S.SCALE: N.T.S.421536765824319SUPER JUMBO VALVE BOXFINISH GRADE18-24" COILED WIREWATERPROOF CONNECTORS (2)BRICK SUPPORTS (7)SCH 80 T.O.E. NIPPLEMAIN LINE PIPE & FITTINGS3/4" MINUS WASHED GRAVELDRIP ZONE KITMODEL ICZ-151-40 WITH FILTER (TIP45 DEGREES) REGULATOR 40 PSILATERAL PIPE ANDFITTINGS106789136671010SCALE: N.T.S.SCALE: N.T.S.W/PCN BUBBLER NOZZLES2HUNTER 'ICZ-101-40' SERIES DRIP CONTROL ELECTRIC VALVEWITH ACCU-SET PRESSURE REGULATOR 1"I-500IRRIGATION DETAILSNO SCALE CAD FILE LS CR 2. 2' SQUAREX 6'-8" HIGHBRICK COLUMNPROPERTYBOUNDARY 6' HIGHBRICK SCREENWALL R.O.WROADEDGE DRAINAGEEASEMENT LOT LINE DRAINAGEEASEMENT LOT LINE2' SQUAREX 6'-8" HIGHBRICK COLUMN 6' HIGHBRICK SCREENWALL R.O.WROADEDGEPROPERTYBOUNDARY2' SQUAREX 6'-8" HIGHBRICK COLUMN2' SQUAREX 6'-8" HIGHBRICK COLUMNRM PVC RM PVC RM PVC RM PVC 1 9 FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMRM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC TYPICALLOT TREEH-100HARDSCAPE PLAN AND DETAILS AS NOTED CAD FILE LS CR Digitally signed by David A White Date: 2023.05.26 09:55:06 -04'00'