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Item 08 Vermeer Trinity Large Scale Preliminary/Final Site Plan (PSP/FSP); Project No. LS-2018-010AGENDA ITEM COVER SHEET Meeting Date: December 4, 2018 Item # g � : Reviewed By: Contact Name: _Michael Rumer, City Planner_ Department Director: Contact Number: 407-905-3100 x1018 City Manager: Rob Frank Subject: Vermeer -Trinity Preliminary/Final Site Plan Project No(s): LS-2018-010 Commission District # —Richard Firstner BACKGROUND SUMMARY: The subject property is zoned C-2 (Community Commercial) and is located on the west side of Ocoee Apopka Road and the north side of Palm Drive on the northwest corner of Ocoee Apopka Road and Palm Drive. The subject site consists of two parcels approximately 8.69 acres in size. The subject site is currently undeveloped. The subject site parcel ID numbers is 18-22-28-0000-00-012 (5.79 acres) and 18-22-28-0000-00-097 (2.90 acres). The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification I Existing Land Use North II Commercial and Low I Density Residential C-3 and R-1A I City Drainage Pond, Park and Vacant Land II East I Light Industrial I 1-1 I Vacant II II South I Commercial I C-2 I Retail II West I Low Density Residential R-1A I City Park and Pond ISSUE: Should the Honorable Mayor and City Commissioners approve the Preliminary/Final Site Plan for Vermeer - Trinity? DISCUSSION: The proposed Vermeer -Trinity Preliminary/Final Large Scale Final Site Plan consists of three buildings totaling 89,350 SF. The site will be the location of Vermeer Southeast, regional headquarters for the southeast U.S. and the Caribbean offering equipment, parts, service, and solutions for the underground construction, wood waste recycling, landscaping and tree care industries. The Vermeer Building will provide 8,000 SF of office space with 10,880 SF of warehouse enclosed equipment storage. The second building will house the corporate site of Trinity Tile. Trinity Tile will have a combined show room and warehouse of 45,416 SF. The third building will be a joint multi -use building consisting of 17,054 SF. The site will use City potable water and sewer. A public minor lift station will be constructed. The project will provide on -site stormwater and additional drainage attenuation in the City pond located on the west side of the parcel. There is a City owned and maintained stormwater pipe running on the north side of the parcel with an agreement to utilize the existing City Pond for stormwater. Access will be from Ocoee Apopka Road and will need to be permitted through Orange County. A secondary access will be located on Palm Drive. Palm Drive Realignment In order to accommodate a realignment of Palm Drive at the intersection of Ocoee Apopka Road that is planned for in the Transportation Element of the Comprehensive Plan (Figure 11, Roadway Improvement Master Plan 2020) and identified in the Silver Star Road Corridor Study as a necessary improvement for the north and south trips on Ocoee Apopka at Silver Star Road, the applicant is dedicating 70 feet wide (.45 acres) right of way and will also construct the realigned Palm Drive. A vacation of a portion of Palm Drive will be required to accommodate a new City Stormwater pond that will provide stormwater runoff retention for the realigned portion of Palm Drive and some from the Vermeer -Trinity site. Incentives City Staff is proposing an incentive package to locate the corporate offices for Vermeer Southeast from Orlando. Vermeer is an internationally known equipment manufacturer for underground construction equipment, equipment utilized in wood waste recycling, and landscape and tree care. Vermeer's Southeast Division had over $149 million dollars in sales last year. Vermeer will be moving its Southeast Corporate Headquarters to Ocoee and bringing with it 41 employees with a payroll of $3 million dollars. Half of its employees will earn more than the median salary for Orange County with a salary of over $50,000. Additionally, Trinity Tile will be relocating from Orlando to the City of Ocoee and bringing with it the Regional Headquarters and Regional Distribution Center. The site will locally be staffed by 24 employees. Fourteen employees will earn a salary over $50,000. Trinity Tile had over $58 million in sales last year. The subject property is located within the Ocoee S.E.E.D. Overlay (Brownfield Overlay) and more importantly within proximity to the City's Downtown. The attached Development Agreement provides for economic incentives. City Staff is requesting Transportation Impact Fee credits and waivers in the amount of $278,156.70. This represents the total amount of the Transportation Impact fee for the three buildings proposed on the Vermeer - Trinity site. Staff derived at the amount based on the following items: A. Impact fee credits for the dedication of 0.45 acres of right of way. The value is based on the property appraisers assessed value of $72,516 per acre. The .45 acres is valued at $32,632.20. B. Impact fee credits based on the cost of construction of the realigned Palm Drive. Credits will be earned based on the actual cost of construction up $245,524.50. C. Impact fee waiver under the Brownfield Ordinance in an amount to equal $278,156.70 should the cost of construction of Palm Drive not reach the $245,524.50. D. City ownership and maintenance of a new stormwater pond which will handle stormwater from the realigned Palm Drive and the Vermeer -Trinity site. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on Wednesday, October 3, 2018, and reviewed the Vermeer - Trinity Site plan. After discussions on road alignment and utilities, the DRC voted to recommend approval subject to final comments being answered. PLANNING AND ZONING RECOMMENDATION: The Planning and Zoning Commission (P&Z) reviewed the proposed Preliminary & Final Site Plan for Vermeer - Trinity on Tuesday, October 9, 2018. The P&Z voted unanimously to recommend approval of the Preliminary & Final Site Plan. RECOMMENDATIONS: Staff recommends the Honorable Mayor and City Commission approve the Preliminary & Final Large -Scale Site Plan for Vermeer -Trinity. Attachments: Location Map Zoning Map Land Use Map Aerial Map Large Scale Preliminary/Final Site Plan Elevation Development Agreement Information on Vermeer Southeast Information on Trinity Tile Palm Drive Realignment Diagram FINANCIAL IMPACT: Transportation Impact Fees in the amount of $278,156.70 TYPE OF ITEM: (please mark with an "x") X Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing _ Resolution Regular Agenda X_ Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. Q(� N/A Reviewed by Q N/A Location Map Vermeer Preliminary/Final Site Plan Vermeer Preliminary/Final Site Plan Surrounding Zoning Map CN 1 inch = 487.785688 feet 160 80 0 160 320 480 Feet Printed: October 2018 13Subject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies 1 inch = 730.824214 feet 230115 0 230 460 690 Feet Printed: January 2017 QSubject Property Unincorporated Territory ®and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services NO Commercial Light Industrial NO Heavy Industrial INS Conservation/Flood plains Recreation and Open Space III Public Facilities/Institutional Lakes and Water Bodies Vermeer Preliminary/Final Site Future Land Use Map LDR U) C NOMINEE L EMENNI ildred S ntwood Sundial'Key I Co Coquina Keyft*p Ilk, er,�nkle Key .� o, I , y t IN -- amp . ' # l � (� �..� '''. ♦ ""tea- - CD� Circle Key A 4 P C •� issimmee Pine Ocoee Apopka CONSULTANTS OWNER: APPLICANT: CIVIL ENGINEER: SURVEYOR: LANDSCAPE ARCHITECT: GEOTECHNICAL ENGINEER: SHINE OCOEE LLC 4401 VINELAND RD # AI5 ORLANDO, FL 32811 EMAIL: KRISDENBESTEN dIVERMEERSOUTHEAST.COM BARRIOS ENGINEERING, LLC 605 DELANEY AVE SUITE C ORLANDO, FL 32801 TELEPHONE: (407) 286-2610 EMAIL: INFO( F�STEPl IENSBARRIOS.COM CARLOS A. BARRIOS, P.E. 605 DELANEY AVENUE, SUITE C ORLANDO, FLORIDA 32801 TELEPHONE: (407) 286-2610 EMAIL: CBARRIOS(,ISTEPHENSBARRIOS.COM L & S DIVERSIFIED, LLC 405 LAKE HOWELL ROAD STE 1001 MAITLAND, FL 32751 TELEPHONE: (407) 681-3836 EMAIL: SHERRY.MANOR mLSSURVEYOR.COM JASON P. BRIDGEWATER 3162 PARMA DRIVE DELTONA, FLORIDA 32738 TELEPHONE: (407) 310-5567 EMAIL: JASONBRIDGEWATER(,GMAIL.COM ARDAMAN & ASSOCIATES INC 8008 S ORANGE AVENUE ORLANDO, FL 32809 TELEPHONE: (407) 855-3960 EMAIL: JPARKERC;ARDAMAN.COM UTILITY CONTACTS WATER: CITY OF OCOEE UTILITIES DEPARTMENT CHARLES SMITH, RE, TELEPHONE: (407) 905-3159 EMAIL: CHARLES. SMITH(,)OCOERORC SEWER: CITY OF OCOEE UTILITIES DEPARTMENT CHARLES SMITH, P.E. TELEPHONE: (407) 905-3159 EMAIL: CHARLES.SMITH(,b000EE.ORG Q 1 ELECTRIC: DUKE ENERGY CHAD OTTO TELEPHONE: (407) 259-0565 EMAIL: CHADWICK.OTTO(aDUKE-ENERGY.COM TELEPHONE: CENTURYLINK WINTER GARDEN TY LESLIE TELEPHONE: (407) 814 - 5293 lb EMAIL: MICHEL.T.LESLIECDCENTURYLINK.COM CALL 48 HOURS BEFORE YOU DIG '° It's the Laws 1-800-432-4nO �d';,V-j SUNSHINE STALE ONE CALL � RMIDA, INC. PRELIMINARY / FINAL LARGE SCALE FINAL SITE PLAN FOR: V 1) 441 PALM DR OCOEE, FLORIDA 34761 PARCEL # 18-22-28-0000-00-012 / 18-22-28-0000-00-097 SCALE FINAL � '1 SITE AERIAL MAP NITS ' F, 33 7� gL 42S fran�le�T.51T� .. LOCATION MAP NTS PLAN SHEET INDEX NO. TITLE CS COVER SHEET C0.0 GENERAL NOTES C0.1 EXISTING CONDITIONS C0.2 SITE DEMOLIT1W LAN C0.3 PROPERTY AREASf C0.4 EASEMENT AREAS C1.0 SITE GEOMETRY PLAN'` C1.1 SITE GEOMETRY PLAN C1.2 VEHICLE TRACKING SHEET C2.0 SITE UTILITY PLAN C2.1 SITE UTILITY PLAN C2.2 UTILITY NOTES C2.3 C3.0 LIFT STATION GRADING AND DRAINAGE PLAN -ILDLAN C3.1 GRADING AND DRAINAGE PLAN C3.2 GRADING AND DRAINAGE PLAN C4.0 SWPP / EROSION CONTROL PLAN C5.0 DETAILS SHEET C5.1 DETAILS SHEET C5.2 DETAILS SHEET C5.3 DETAILS SHEET C5.4 DETAILS SHEET C5.5 DETAILS SHEET C6.0 PLAN AND PROFILE SHEET C6.1 PLAN AND PROFILE SHEET C6.2 PLAN AND PROFILE SHEET C6.3 PLAN AND PROFILE SHEET C6.4 ROAD SECTION SHEET C6.5 POND SECTIONS LS1.0 LANDSCAPEPLAN LSLI LANDSCAPEPLAN LS1.2 LANDSCAPE DETAILS LS2.0 IRRIGATION PLAN LS2.1 IRRIGATION PLAN LS2.2 IRRIGATION DETAILS SLI.0 SITE LIGHTING PLAN SURVEY (2 SHEETS) LEGAL DESCRIPTION LEGAL DESCRIPTION (PREPARED BY OLD REPUBLIC IVA77ONAL 777LE INSURANCE COMPANY, DATED 2018.MAR.05): PARCEL 1.• A PORTION OF THE SE 114 OF THE NW 114 OF SEC770N 18, TOWNSHIP 22, RANGE 28 EAST, ORANGE COUNTY FLORIDA, MORE FULLY DESCRIBED AS FOLLOWS.- COMMENCING AT THE NORTHEAST CORNER OF THE SAID SE 114 OF THE NW 114 OF SECTION 16; THENCE SOUTH 892J42" W ALONG THE NORTH BOUNDARY OF THE SAID SE 114 OF THE NW 114 A DISTANCE OF 40. 00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF STA 7E ROAD 437,• THENCE S 0'1639" W ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 245.20 FEET TO THE POINT OF BEGINNING; THENCE S 892342" W AND PARALLEL TO THE NORTH LINE OF THE SAID SE 114 OF THE NW 114 A DISTANCE OF 516.59 FEET TO THE APPROXIMATE CENTER LINE OF AN EXIS77NG DRAINAGE DITCH, THENCE S 170'19" W. ALONG THE SAID CENTERLINE 266.43 FEET TO A POINT ON THE NORTHEASTERL Y RIGHT-OF-WAY LINE OF PALM DRIVE; THENCE S 5023'11" E ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 67d25 FEET TO A POINT ON THE SAID WEST RIGHT-OF-WAY LINE OF STA IF ROAD 437,' THENCE N 07639" E ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 703. 10 FEET TO THE POINT OF BEGINNING PARCEL 2, A POR77ON OF THE SOUTHEAST 114 OF THE NORTHWEST 114 OF SEC77ON 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, MORE FULL Y DESCRIBED AS FOLLOWS: COMMENCING AT THE NOR 77-IEAST COMER OF THE SAID SOUTHEAST 114 OF 7HE NORTHWEST 114 OF SEC77ON 18, THENCE SOUTH 892342" WEST ALONG THE NORTH BOUNDARY OF THE SAID SOUTHEAST 114 OF THE NORTHWEST 114 A DISTANCE OF 40.00 HE FEET TO A POINT ON TWEST RIGHT OF WAY LINE OF STA 7E ROAD 437 AND 771E POINT OF BEGINNING, THENCE CON77NUE SOUTH 892J42" WEST ALONG THE SAID N0R7H LINE A DISTANCE OF 512.76 FEET TO 771E APPROXIMA 7E CENTERLINE OF AN EX15771VG DRAINAGE DITCH, THENCE SOUTH 17079" WEST ALONG THE SAID CENTERLINE 245.29 FEET, THENCE NORTH 6923'42" EAST AND PARALLEL TO THE NORTH LINE OF THE SAID SOUTHEAST 114 OF THE NORTHWEST 114 A DISTANCE OF 516.59 FEET TO A POINT ON THE AFORESAID WEST RIGHT OF WAY LINE; THENCE NORTH 07679" EAST ALONG THE SAID KEST RIGHT OF WAY LINE 245.20 FEET TO THE POINT OF BEGINNING. FPERMIT 8 PROJECTNO.: LS2019-010 1 18-009 BRPR/OS ENGINEERING, LLC. tRLAAD� H oRI0A.2cu 0 F 4 F- COVER SHEET PROJ MANAGER: OATS: SHEET NO.: CONSTRUCTION NOTES GENERAL NOTES: 1. LOCATIONS. ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT ME TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTIUTIES, STRUCMRES AND OTHER FEATURES, AFFECTING THIS WORK, PRIOR TO CONSTRUCTION AND PRIOR TO PROVIDING A COST FOR CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE FIELD CONDITIONS. 2. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING GAS, WATER, ELECTRIC, COMMUNICATIONS, CABLE TV, SANITARY AND STORM SEWERS, ON AND/OR ADJACENT TO THE SITE, REMOVE OR CAP AS NECESSARY. 3. ME CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL CALL "SUNSHINE' AT 1-800-432-4770, AT LEAST 48 HOURS PRIOR TO CONSTRUCTOR, TO ARRANGE FOR FIELD'.. LOCATIONS OF BURIED UTILITIES. 4. ME CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE To EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SUBCONTRACTORS, AS CALLED FOR IN THESE CONTRACT DOCUMENTS. 5. A I R WETH ME PERMIT INSPECTION AND R A U R AM NECESSARYPERMITS ACCORDING TO AGENCY INSTRUCTIONS/REQUIREMENTS 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE -CAST AND MANUFACTURED ITEMS TO THE OWNERS ENGINEER FOR APPROVAL, PRIOR TO ORDERING. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 7. ALL UTIUTY SERVICE STUB -OUTS (WATER, SANITARY SEWER, ETC.) ARE TO BE INSTALLED TO WITHIN 5' OF BUILDING(S), UNLESS OTHERWISE NOTED ON PLANS. 8. QQNIBAQIQR IQ CODSOJUAIE IMM ME APPLICABLE UNLOCATION PAWS)ASSOCIATED 9. SAFETY: A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVEUNG PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL- B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROM90NS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. C. ME MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF `THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN THE DESIGN. APPLICATION, INSTALLATION, MAINTENANCE AND RE IA OVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT ME PUBLIC AND CONSTRUCTIIXJ PERSONNEL FROM HAZARDS WWTHIN THE PROJECT UNITS. 0. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN ME MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY ME U.5. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. E. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH ME 'TRENCH SAFETY ACT. ME CONTRACTOR SHALL INSURE THAT ME METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WTH ME OCCUPATIONAL SAFETY AND HEALTH AOMINISTRATION (OSHA) REGULATIONS. IT SHALL BE ME SOLE RESPONSIBIUTY F ME CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. ME ABOVE INFORMATION HAS BEEN PRONDEO FOR ME CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT ME OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 10. TAIN ANY 'ON-Ou PIPING PERM IS IF REQUIRED) UCONTRACTOR) N U AN A NGIN R WIL BE SUBJECT TO ME APPROVAL CONDITIONS BE THIS P RMI. A INFORMATION D PICTED ON THESE PLANS HAS BEEN COMPILED TO PROPORTION BY SCALE AS 71. ME R GRAPHIC 0 E ACCURATELY AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE SCALED DISTORTION. REDUCTION, AND/OR REVISIONS, INFORMATION CONTAINED HEREIN IS NOT INTENDED TO BE SCALED FOR CONSTRUCTION PURPOSES. , 12. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE F THE LATEST REMSION. 13. ALL UNDERGROUND UTILITIES MUST BE IN -PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 14. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY YAM ANY OTHER WORK BEING PERFORMED ON -SITE BY OTHER CONTRACTORS/SUBCONTRACTORS AND UTILITY COMPANIES. IT PALL BE NECESSARY FOR THE GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE ITS ACTIVITIES ACCORDINGLY. 15. R % U�ff U A N U N N 16. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN CHANGES WHICH HE MAY INCORPORATE INTO THE PLANS WITHOUT PRIOR WRITTEN CONSENT AND/CR APPROVAL FROM THE OWNER AND ENGINEER. 17. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SIZE CONSTRUCTOR, ME FINAL CERTIFICATION PROCESS SHALL BEGIN. ME CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION IN A TIMELY MANNER TO ENGINEER, INCLUDING AND WITHOUT UMITATONS. A. SURVEYED "AS -GUILTS' PER AS -BUILT SURVEY SCOPE IN SPEC MANUAL. 8. COMPATON AND DENSITY TEST RESULTS. C. PRESSURE TESTNG AND BACTERIOLOGICAL TESTING RESULTS AS REQUIRED FOR WATER DISTRIBUTION AND/OR WASTEWATER COLLETON TRANSMISSION SYSTEMS. THE CONTRACTOR SHALL HAVE TWO SETS F AS -BUILT PLANS SIGNED AND SEALED BY THE SURVEYOR ON RECORD ON SITE ME DAY OF THE CIVIL ENGINEERING PUNCH UST INSPECTION. ME GENERAL CONTRACTOR IS TO GIVE THE TWO AS -BUILT PLANS TO ME REPRESENTATIVE FOR BARRIOS ENGINEERING, MC PRESENT. IF ANY DEFICIENCIES ARE NOTED, ONE COPY OF REDUNED AS-BUILTS WILL BE GIVEN TO ME GC FOR REVISIONS TO BE MADE. HEMS AS-BUILTS WILL NEED TO BE FORWARDED TO BARRIOS ENGINEERING, MC BEFORE ANY CERTIFICATIONS WILL BE INITIATED. FINAL AS -BUILT PLANS SHALL CONFORM TO ALL CRITERIA STATED IN THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, SECTION 3.01.05. 18. PARKING STALLS SHALL COMPLY WITH LOCAL CODE REQUIREMENTS AND ALL ADA REQUIRED FEATURES AND APPURTENANCES REQUIRED BY ADA SHALL COMPLY WITH MINIMUM ADA REQUIREMENTS. 19. LANDSCAPING AREAS SHALL HAVE A MINIMUM 50% SOD COVERAGE. 20. REFER TO ME CITY OF OCOEE, ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE. ME MOST STRINGENT STANDARDS BETWEEN CITY STANDARDS AND THE STANDARDS SET FORTH IN THE GENERALS NOTES SHOULD BE FOLLOWED. A CLEARING AND SITE PREPARATION NOTEc_ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF ME EROSION CONTROL DEVICES, AS SHOWN ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING. REFER TO THE 'EROSION CONTROL NOTES" SECTOR CONTAINED HEREIN FOR ADDITIONAL REQUIREMENTS. 2. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED ON THE CONSTRUCTION PLANS, SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES, AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE(S) SHOWN TO REMAIN SHALL BE REMOVED VATHOUT WRITTEN APPROVAL FROM ME OWNER AND ME LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES. 3. THE CONMACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF ME SITE NECESSARY FOR CONSTRUCTION. LL DISTURBED AR AS MUST DE SODDED WITH BAHIA ROD MMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6' OF GROUND REMOVED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON -SITE, PROVIDED ME MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS TESTNG COMPANY. EXCESS MATERIAL IS TO EIMER BE STOCKPILED ON -SITE, AS DIRECTED BY ME OYMER OR OWNER'S ENGINEER, OR REMOVED FROM ME SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE, BY ME CON TRACTOR, IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. A DUMPSTER OR OTHER CONTAINER SUITABLE IN 9ZE TO CONTAIN ALL WASTE MATERIAL SHALL BE PROVIDED DURING ME CONSTRUCTION. 6. THE CONTRACTOR IS TO CLEAR AND PREPARE THE SITE IN ACCORDANCE WM THE SPECIFICATIONS AND RECOMMENDATIONS CONTAINED IN ME GEOTECHNICAL INVESTIGATION REPORT BY ARDAMAN @ ASSOCIATES, INC. GENERAL CONTRACTOR (AND ALL SITE WORK SUBCONTRACTORS) SHALL OBTAIN AND RENEW A COPY OF THE GEOTECHNICAL INVESTIGATION REPORT. COPIES OF ME REPORT ARE AVAILABLE THROUGH ME OWNER/DEVELOPER OR ARDAMAN & ASSOCIATES. INC. DIRECTLY. 7. CONTRACTOR TO REFER TO PHASE 1 REPORT PRIOR TO SITE CLEARING B. CONTRACTOR MUST ENSURE ALL SOILS SLOPE AWAY FROM ME BUILDING. PAVING AND C.RAOING NOTES 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER, THE OWNERS ENGINEER, OR OWNERS SOILS TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO HE BACKFlLLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM ME SITE, 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING. SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 3. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTOR SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOILS TESTING COMPANY (ARDAMAN k ASSOCIATES, INC.), BE GRADED ACCORDING TO THE APPROVED GRADING PLAN (SHEET C3.0 k C3.1) AND PLACED / COMPACTED ACCORDING To THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT PERFORMED BY ARDAMAN h ASSOCIATES, INC. 4. PROPOSED SPOT ELEVATIONS REPRESENT RNI5HM PAVEMENT OR GROUND SURFACE GRADES UNLESS OTHERWISE NOTED. 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATOR CHANGES. 6. TA RAND MATCH EXISTING PAWMENT LOCATIONS WHERE NEW T A PAVEMENT MEETS EXISTING PAVEMENT. 7. CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT, UNLESS OTHERWISE NOTED. REFER TO THE LATEST EDITION OF ROOT. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURB AND GUTTERS CALLED FOR IN THESE PLANS. 8, PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, ME CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE SOILS ENGINEER FOR APPROVAL. 9. CONTRACTOR TO PROVIDE A 1/2" TO I- BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (STRUCTURES, OTHER PLACED CONCRETE, ETC.) 10. PA MENT AR A STANDARDS. T1. THE CONTRACTOR WILL 5TA81UZE, BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS (REFER TO PLANS), ANY AND ALL DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTON OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR TO COORDINATE VATH OWNER REGARDING TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION REQUIREMENTS. 12. ALL ELEVATION REFER TO NAM) 19B8 VERTICAL DATUM. INSPECTIONTESTING AND N 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER (ARDAMAN h ASSOCIATES, INC.) TESTS WILL BE REQUIRED PURSUANT TO ME GEOTECHNICAL REPORT, AS WELL AS THE TESTING SCHEDULE REQUIRED BY ME ENGINEER OF RECORD AND ME CITY OF OCOEE. UPON COMPLETION OF WORK, THE SOILS ENGINEER PALL SUBMIT CERTIFICATIONS TO THE OWNER AND OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. 2. A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPUANCE OF ME IN -PLACE MATERIALS AS REQUIRED BY THESE PLANS AND THE VARIOUS AGENCIES. SHOULD ANY RETESTING BE REQUIRED DUE TO ME FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, ME CONTRACTOR WILL BEAR ALL COSTS OF SAID RETESTING. CONSTRUCTION SITE WORK TESTING, 1. ALL SITE WORK CONSTRUCTION TESTING SHALL BE PERFORMED BY A CERTIFIED/UCENSED GEOTECHNICAL ENGINEERING FIRM. 2. ALL SITE WORK CONSTRUCTION TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ME CE07CHNICAL INVESTIGATION REPORT PERFORMED BY ARDAMAN M ASSOCIATES INC. AND/OR ME TESTING PARAMETERS OF ME OCOEE ENGINEERING STANDARDS MANUAL. THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 3. COPIES OF PASSING TEST RESULTS SHALL BE PROVIDED TO THE DEVELOPER, ENGINEER OF RECORD, CONTRACTOR AND CITY OF OCOEE FOR PURPOSES, SUCH AS BUT NOT LIMITED TO, CERTIFICATION, AND ACCEPTANCE OF FACILITIES BY ME DEVELOPER AND/OR CITY OF OCOEE. 4. THE SERVICES OF A CONSTRUCTION TESTING GEOTECHNICAL FIRM SHALL BE RETAINED BY ME CONTRACTOR, UNLESS OTHERWISE SPECIFIED IN ME BID DOCUMENTS. S. ENGINEER -OF -RECORD AND/OR BARRIOS ENGINEERING, MC WELL N9S BE RESPONSIBLE FOR SCHEDULING COORDINATION OR EVALUATION D THE SOUS TESTING AND NECESSARY ARRAN SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER/pEVEIOPER FIRM MAKE ME NECESSARY ACTOR. IAEN75 DIRECTLY WITH THE SOILS TESTING LABORATORY/GEOTECHNICAL FIRM AND THE SITE CONTRACTOR. 6. ME CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION 15 COMPLETE FOR WATER, WASTEWATER, AND STORMWATER SYSTEMS 50 TIMELY CERTIFICATIONS MAY BE INITIATED. SATISFACTORY BACTERIOLOGICAL PRESSUREA BE SUBMITTED TO ENGINEER FOR ALL WORK REQUIRING CERTIFICATIONS. AS-BUILTS NEED TO BE SUBMITTED TO ME CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF ME ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: A. 1 HARD COPY B. 1 PDT COPY C. CAD COPY DRAWN IN STATE PLANE COORDINATES. AS -GUILTS DRAWINGS WILL BE REQUIRED WITH ME FOLLOWING INFORMATION: SANITARY SEWER: A. TOP ELEVATION OF EACH MANHOLE FRAME h COVER. B. INVERT F EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. N OF EACH RUN F MAIN BETWEEN MANHOLES CENTER TO CENTER). C. ACTUAL E C ( ) D. LOCATE GRADE OF PIPE BETWEEN MANHOLES. E LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WfM DEPTH AT LOT LINE. AND DISTANC FROM MAIN LINE. F. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTNGS,/ACCESSORIES NO VISIBLE FROM ME SURFACE (MIN. 2 PT. TIES). STORM DRAINAGE: A. TOP ELEVATION OF EACH MANHOLE FRAME k COVER/ GRATE AS WELL AS ALL OTHER STRUCTURE (HEADWALLS, CONTROL STRUCTURES, ETC.). B. INVERT ELEVATION OF EACH ONE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAI PIPES. C. INVERTS OF ALL MITERED END SECTIONS. D. ACTUAL GRADE OF ME PIPE BETWEEN THE STRUCTURES. E. INVERT ELEVATION O 2 HORIZONTAL TIES MOM PERMANENT VISIBLE OBJECTS TO ALL STORM swBouM. WATER SYSTEM AND FORCEMAINS: A. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES k VALVES IN ME RUN. 8. EQUATE YAM MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS,/ACCESSORIES NOT VISIBLE FROM ME SURFACE (MIN. 2 PT. TIES). G. LIST DEPTH OF THE ONES AT ALL VALVES FITTINGS AND FIRE HYDRANTS. UNTIL 'FINAL AS -BUILT' DRAWINGS ARE SUBMITTED TO ME CITY OF OCOEE TUTIES/ENGINEERING 1 DEPARTMENT FOR APPROVAL, ME DEVELOPER NOR ME CONTRACTOR WALL NOT RECEIVE A TEMPORARY CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF OCCUPANCY. No EXCEPTIONS DRAINAGE SYSTEM NOTES: 1, STANDARD INDEXES REFER TO THE LATEST EDITION OF 1,UII,T. "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.C.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. N A A % N AN A N 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE TRAFFIC RAZED FOR H-20 LOADINGS. 5. CONSTRUCTION OF ME STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE AND ALL DISTURBED AREAS STABILIZED IN ACCORDANCE WITH ME PERMITTED PLANS AND CONDITIONS PRIOR TO ANY OF ME FOLLOWING: ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY; INITIATION OF INTENDED USE OF THE INFRA STRUCTURE; OR 1RANSFER OF RESPONSIBIUTY FOR MAINTENANCE OF ME SYSTEM TO A LOCAL GOVERNMENT OR OMER RESPONSIBLE ENTITY. TESTING ANO INSPECTION REQUIREMENTS (DRAINAGE): 1. THE STORM DRAINAGE PIPING AND RETENTION POND SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNERS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE F ME PROJECT. THE STORM SYSTEM WILL BE REINSPECTED BY ME OWNERS ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. SANITARY SYSTEM NOTES: 1. ALL PVC PIPE SHALL BE SOLID WALL POLYVINYL CHLORIDE PIPE AND COMPLY WITH ASTM D 3034 AND ALL APPLICABLE ASTM DOCUMENTS AS COVERED IN SECTION No. 2 OF ASTM D 3034. MAIN LINES SHALL BE A MINIMUM BE 8" DIAMETER, AND LATERALS SHALL BE A MINIMUM 6 ' DIAMETER. 2. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, UNLESS OTHERWISE NOTED ON PLANS. 3. ALL GRAVITY SEWERS MUST BE STIR 26 PVC. ELASTOMERIC GASKET JOINTS SHALL BE UTILIZED FOR PVC PIPE, AND SHALL COMPLY 1WTH ASTM F477, ASTM D3231 M ASTM F1336. JOINTS SHALL COMPLY VAM ASTM 03212. 4. ALL PVC FORCE MAINS SHALL BE CLASS 200, DR 14 FOR 4" DIAMETER, AND CLASS 150. OR 18 FOR 6" TO 12" DIAMETER PIPE, IN ACCORDANCE WITH AMA C90D STANDARDS. PVC FORCE MAIN PIPE SMALLER THAN 4' DIAMETER SHALL BE CLASS 200, SUR 21, IN ACCORDANCE WITH ASTM 0 2241. FORCE MAINS SHALL BE SPIRAL WRAPPED WITH 2 INCH WIDE DARK GREEN SICK -ON VINYL TAPE. 5. ALL SANITARY MANHOLES SHALL BE LOCATED NO MORE THAN 400 FEET APART AND SHALL CONFORM TO ME DETAILS CONTAINED HEREIN, AS WELL AS WITH ASTM C478. B. ALL DUCTILE IRON FITTINGS SHALL BE PRONGED WITH A PROTECTOR 401 INTERIOR UNING BONDED TO THE INTERIOR OF ALL FITTINGS. ALL DIP FITTINGS SHALL HAVE A STANDARD OUTSIDE COATING COMPLYING WITH ASTM C151-8.1. 7. ALL SLOPES FOR GRAVITY SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE FOLLOWING MINIMUM GRADES: G" O 1.00%. 8" O 0.50R B. ALL UTIUTES SHALL BE INSTALLED WITH COMPUANCE TO CITY OF OCOEE ENGINEERING SPECIFICATIONS, CONSTRUCTION DETAILS AND/OR LAND DEVELOPMENT CODE. 9.WORK MICH REQUIRES CONNE TING PI APPURTENANCES, XCONNECTION IN AN NOTIFY THEOWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES IMM IA 10. SANITARY SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE MAIN ONES. 1T. FORCE MAN VE I 5 SHALL HASUITABLE MAGNETIC LOCATOR TAPES BURIED AT LEAST 18 INCHES ABOVE THE FORCE MAIN. TESTING ANO INSPECTION REQUIREMENTS (5ANITARYT 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNERS ENGINEER AND APPUCABLE MUNICIPALITY/AGENCY. ME CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPETON(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR ME COSTS ASSOCIATED YAM A TELEVISED INSPECTION (TV) OF ME PROPOSED GRAVITY SEWER LINE CONSTRUCTION. THE CONTRACTOR SHALL PROMBE COPIES OF THE TV INSPECTION TAPE TO THE ENGINEER, ME OWNER AND ME APPLICABLE MUNICIPAUTY/AGENCY. 2. ME CONTRACTOR SHALL PERFORM AN INFlLTRATON/EXFlLTRATON TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY ME ENGINEER F RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. ME SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS ME CONTRACTOR'S RESPONSIBIUTY. 3. ALL FORCE MAINS (IF APPUCABLE) SHALL BE SUBJECT TO A HYDROSTATC PRESSURE TEST IN ACCORDANCE WITH ME REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY ME ENGINEER OF RECORD AND SUBMITTED TO ME REGULATORY AGENCY FOR APPROVAL. ME SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS ME CONTRACTORS' RESPONSIBILITY. PAVEAIFNT MARKINGS k STRIPING ALL. PERMITTED PAVEMENT STRIPING PERTAINING TO THIS ACCESS PERMIT SHALL REQUIRE CERTIFIED LEAD FREE, THERMOPLASTIC MARKING MATERIALS IN A HEATED UQUIO STATE ONLY, AS PREFORMED THERMOPLASTIC SHEETS SHALL NOT BE ALLOWED TO BE UTIUZEO AS THE FINAL PLACEMENT AND MUST MEET THOSE REGUIRE-1, 15 SHOWN IN SECTION 711 OF THE MOST CURRENT FDOT STANDARD SPECIFICATIONS FOR ROAD @ BRIDGE CONSTRUCTION FOR ANY FINAL PLACEMENT F THIS CONSTRUCTION ITEM. IN SOME CASES TEMPORARY TRAFFIC BEARING PAINT AND RPM'S SHALL BE REQUIRED TO BE SET IN PLACE 30 MINUTES BEFORE OFFICIAL SUNDOWN, AS MAY BE REQUIRED BY FDOT NORMAL OPERATIONAL PROCEDURES. BOTH TEMPORARY TRAFFIC BEARING PAINTS AND THERMOPLASTIC MARKING MATERIALS SHALL BE LEAD FREE AND SHALL MEET/OR OBTAIN FOOT MINIMUM SPECIFICATIONS FOR NIGHT REFLECTIVITY. TEMPORARY RPMS SHALL BE INSTALLED DURING BOTH TEMPORARY AND PERMANENT STRIPING PHASES. FAILURE BY ME PERMITTEE AND/OR HIS/HER CONTRACTOR TO HAVE A CERTIFIED STRIPING CREW ON SIIE BEFORE THE START OF PAYING CAN BE REASON TO SUSPEND ME APPROVED PERMIT UNTIL SUCH TIME AS THE PERMITME AND/OR HIS/HER CONTRACTOR CORRECTS THE SITUATION TO THE SATISFACTION OF ME ON -SITE PERMITS PERSONNEL/INSPECTOU WATER SYSTEM NOTES: 1. ALL DIP PIPE SHALL BE CEMENT LINED PRESSURE CLASS 350 . REFER TO NOTE p8 BELOW FOR ADDITIONAL DIP SPECIFICATIONS. ADEQUATE MEASURES AGAINST CORROSION SHALL BE UDUZED. 2. ALL UTILITIES SHALL BE INSTALLED WITH COMPUANCE TO CITY OF OCOEE STANDARD SPECIFICATIONS, CONSTRUCTION DETAILS AND /OR LAND DEVELOPMENT CODE. 3. ALL WATER MAINS SHALL BE INSTALLED WITH 30 TO 36 INCHES OF COVER, 4. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY WITH CITY OF OCOEE WASTE WATER STANDARDS AND SPECIFICATIONS. - 5. MECHANICAL RESTRAINT SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS, IN ACCORDANCE WITH APPUCABLE UTILITY DEPT. SPECIFICATIONS. 6. ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITION OF ANNA C151/A21.51. PIPE SHALL BE FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SHALL RE CLASS 50, UNLESS OTHERWASE SPECIFIED. 7. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE ANNA STANDARDS. 8. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED OR MARKED IN ACCORDANCE WITH FDEP SUBPARAGRAPH 62-555.320(21)(b)3, F.A.C. USING BLUE AS A PREDOMINATE COLOR. 9, PRESSURE TESTING OF WATER MAINS SHALL BE FOR A PERIOD OF FOUR (4) HOURS. 10. ALL ON -SITE FIRE HYDRANTS SHALL BE PAINTED VATH HIGH GRADE ENAMEL FEDERAL, COLOR SHALL BE YELLOW AND COMPLY YAM APPUCABLE UTILITY HAVING JURISDICTION, AND BE OSHA APPROVED, AND MUST BE LOCATED A MINIMUM F 6 FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB, OTHERWISE BOLLARDS VALE BE REQUIRED FOR PROTECTION. ALL TIRE HYDRANTS SHALL COMPLY WITH AWWA STANDARDS C502-80 THEREOF. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO BUILDING(S) TO ASSURE ADEQUATE FLUSHING AND DISINFECTION /CHLORINATION. 11. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ANNA MANUAL M23, CONCERNING HYDROSTATIC TESTING OF PVC PIPING. OFF -SITE UTILITIES HYDROSTATIC TESTING TO BE WMESSED BY A CITY OF OCOEE INSPECTOR. 12. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST ANNA SPECIFICATION C651 , CITY OF OCOEE STANDARD SPECIFICATIONS AND/OR OPERATION MANUAL. 13, ALL PVC WATER MAIN. 4" TO 8 " DIAMETER PIPING, SHALL CONFORM TO AWWA C90D (DR 18) STANDARD SPECIFICATIONS, PRESSURE CLASS 150 PSI. ALL PVC WATER MAIN PIPING LESS THAN 4" DIAMETER SHALL BE SCHEDULE 80. PRESSURE CLASS 200 PSI. 14. ALL PVC WATER MAINS SHALL HAVE A SUITABLE MAGNETIC LOCATOR TAPE BURIED OVER ME WATER MAIN. BURIED NO LESS THAT 18 INCHES ABOVE MAIN ONES. THE TAPE SHALL BE AT LEAST 5-1/2 MILS MICK, 2 INCH MINIMUM NOW, AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT SHALL HAVE IMPRINTED, IN PERMANENT BLACK INK WITH ONE INCH TALL LETTERS, "CAUTION: WATER LINE BURIED BELOW, ON BLUE BACKGROUND. ME TAPE SHALL BE CONTINUOUS BETWEEN VALVES, AND SECURED TO EACH VALVE. WHERE OTHER ONES OR SERVICE LINES JOIN ME WATER MAIN, THE TAPE USED FOR DETECTION OF THESE LINES SHALL BE SECURED TO THE MAIN LINE TAPE. 15. FIRE ONES SHALL BE INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSH ALL'S OFFICE CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION OF THE FIRE PROTECTION SYSTEM. 16. FIRE PROTECTION SHALL MEET ALL THE REQUIREMENTS OF THE APPLICABLE MUNICIPAUTY OR COUNTY. TESTING AND INSPECTION REQUIREMENTS (WATER): 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER, OR CITY OF OCOEE INSPECTOR. PRESSURE TESTING OF WATER MAINS SHALL BE FOR A PERIOD OF FOUR (4) HOURS. CONTRACTOR TO NOTIFY ME OWNER'S ENGINEER AND APPUCABLE AGENCY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR SHALL ARRANGE FOR CHLORINATION AND BACTERIOLOGICAL SAMPLING, AND OBTAIN CLEARANCE OF DOMESTIC AND FIRE LINE WATER SYSTEM(S). COPIES OF ALL BACTERIOLOGICAL TEST R SU IS ARE TO BE SUBMITTED TO ME OWNER'S ENGINEER IMMEDIATELY UPON COMPLETION OF THE E L WATER SYSTEM, FOR CERTIFICATION PURPOSES. OTHER NOTES OF IMPORTANCE: F%i TIN TI IT AND APIN MU R FT ) AND NTERSECTONS PRIOR TO ME BOF CONNECTOR EGINNING OF ME PROJEC . CC 5 A N A T GI E R OF RECORD IMMEDIATELY IF ANY DISCREPANCIES. A N U%OVAL JQ OWNER'S FINAL ACCEPTANCE PMOMOWNERS FINAL ACCEPTANCE. CONTRACTOR CERTIFICATE F $jMQF ONEM OF RECORD PRIOR TO SUBMITTING FOR A UI T DRAWINGS MUST INCLUDE IN RT ELEVATIONS AT BOM ENDS OF ALL PIPES TOP AND M ELEVATIONS OF ALL RAMPS. N JURISDICTION HANNC AUMORITY. N A COMPLTON. AN P U FINISH FLOOR LEGEND AND ABBREVIATIONS PROPOSED (SYMBOLS) PROPOSED (SYMBOLS) PROPOSED CONTOUR -123.4 MEET EXISTING GRADE MEG EDGE OF PAVEMENT EDP SIDEWALK SW GRADE BREAK GB SPOT ELEVATION DIRECTION OF FLOW AND PERCENT SLOPE STORM SEWER AND I111 INLET DOWN SPOUT DRAINS -mv SANITARY SEWER AND_ruE©- MANHOLE FORCE MAIN -M CLEANOUT WATER SERVICE - FIRE HYDRANT WATER METER AT BACKFLOW PREVENTION DEVICE GATE VALVE w 45' ELBOW Fy 90' ELBOW Fi REDUCER UNDERGROUND TELEPHONE -ur UNDERGROUND ELECTRICAL - HANDRAIL -� SITE UGHRNG -0 TRANSFORMER a AIR CONDITION UNIT PARKING SPACE TOTAL 1O DETAIL NUMBER - ) SHEET NUMBER 4• ZONING B-1 CURRENT LAND USE- (9 BARRIOS 6/JGLNEERIAJCJ, LLC. 11RIM aui-en U FAT 11 14"1" 4AIAIL H�m�f z,crkrn.F,nn�r.�m Y C1 TITLE: GENERAL NOTES MEW IIANA.ER IDATF: DRAWN DY: SHEFT NO.: ET SCALE: N.T.S. PERMIT# PROTECT NO.: a LS2018-010 1 18-009 PARCEL ID: 18 22 28-0000 00 038 ZONING: C-2 USE: PARKING LOT - r: m PA;D &I adN I EXISTING CONDITION O (NOT TO SCALE) EXISTING CONDITION O (NOT TO SCALE) EXISTING CONDITION 0 (NOT TO SCALE) O EXISTING CONDITION (NOT TO SCALE) O EXISTING CONDITION (NOT TO SCALE) CALL 48 HOURS BEFORE YOU DIG It's the Lawi ¢' 1-800-432-4770 �7 y y�� AINAi NE SiAIE WE CALL O Fl.IXtiDA, MC. � S P�ARRIOS ENGINEERING, LLC. 50 0 25 50 100 t"ti4" 1 INC'I I = 50 FT. PROPERTY INFO PARCEL: 18-22-28-0000-00-012 / 18-22-28-0000-00-097 EXISTING ZONING: C2-COMMUNITY COMMERCIAL PROPOSED ZONING: C2-COMMUNITY COMMERCIAL AREA SUMMARY: RCEL• 378,545 SF 8.70 AC 100 7 c PARCEL 1: 252, 361 SF 5.80 AC 67 % N Q PARCEL 2: 126,184 SF 2.90 AC 33 7, c m z OWNER: SHINE OCOEE LLC o 4401 MNELAND RD # A15 ORLANDO, FL 32811 0 EMAIL: KRISDENBESTEN®VERMEERSOUTHEAST.COM o APPLICANT: BARRIOS ENGINEERING, LLC 605 DELANEY AVE SUITE C Z ORLANDO, FL 32801 ui m TELEPHONE: (407) 286-2610 EMAIL: INFO®STEPHENSBARRIOS.COM F- c � PROJECT CONTACT: BARRIOS ENGINEERING, LLC. f CARLOS A. BARRIOS, P.E. 609 DELANEY AVE. SUITE C z ORLANDO, FLORIDA 32801 (407) 286-2610 FLOOD INFORMATION: FEMA FIRM MAP NO.: 12095CO210F `1111 I111C PANEL'210 OF 750 FLOOD ZONE: X XX� a 7ZX i z W & O p�O` z O EXISTING CONDITION (NOT TO SCALE) ; - TITLE: l EXISTING CONDITIONS � PROI MANAOCR. DATE: EP 09/18/2018 DICANNBY: SBFh1TO, r.-,- ET OEXISTING CONDITION SCAT[ 50 < 7 (NOT TO SCALE) PERMIT# PRO/ECTNO, LS2018-010 18-OO9 EXISTING FENCE TO - REMAIN UNDISTURBED - EXISTING STORMWATER PIPE TO BE MODIFIED EXISTING STORM MITERED END - SECTION TO BE REMOVED EXISTING STORMWATER MANHOLE TO� ° REMAIN UNDISTURBED - m EXISTING STORMWATER PIPE TO , > REMAIN UNDISTURBED EXISTING POLE TO BE RELOCATED EXISTING POLE TO BE REMOVED g N= F D gggg� §g A O EXISTING TREE TO BE REMOVED EXISTING TREES TO BE REMOVED EXISTING IRON PIPE TO REMAIN UNDISTURBED EXISTING STORMWATER PIPE TO BE MODIFIED — EXISTING STORM MITERED END SECTION TO BE REMOVED EXISTING POLE TO BE RELOCATED%RELOCATED (SEE NOTE #9) EXISTING BROKEN PVC PIPE TO EXISTING POLE TO BE RELOCATED I EXISTING POLES TO BE RELOCATED EXISTING TREE TO BE REMOVED EXISTING POLE TO BE RELOCATED EXISTING TREE TO BE REMOVED J 0 0 0 m vI v EXISTING POLE TO BE RELOCATED 0 v F A EXISTING POLES TO BE RELOCATED EXISTING CABLE OUTDOOR PEDESTAL TO BE RELOCATED ® EXISTING SPEED SIGN TO BE RELOCATED EXISTING UTILJTY BOX TO BE RELOCATED EXISTING POLE TO BE RELOCATED'.. (SEE NOTE #9) EXISTING OPTICAL FIBER CABLE TO BE RELOCATED EXISTING SPEED SIGN TO BE RELOCATED y L, EXISTING UTILITY BOX TO BE RELOCATED EXISTING STORM MITERED END EXISTING POLE TO REMAIN UNDISTURBED SECTION TO BE REMOVED EXISTING POLES TO BE RELOCATED EXISTING SPEED SIGN TO BE RELOCATED (SEE NOTE #9) (S RARRI05 ENGINEERING, LLC. i �o s0 0 25 50 100 n s I INCH =50 PT. DEMOLITION NOTES 1. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF i ALL STRUCTURES AND BUILDINGS THAT IS SO INDICATED INCLUDING FOUNDATIONS; TIMBER AND BRUSH; (EXCEPT AS OTHERWISE INDICATED), STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS. 3. EXCEPT IN AREAS WHERE EXISTING TREES SHALL BE PRESERVED, A MINIMUM DEPTH OF REMOVAL SHALL BE TWO (2) FEET BELOW SUB -GRADE IN ROADWAY AREAS AND TO ORIGINAL SOILS ELSEWHERE. THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL. 4. WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES (THAT ARE OFF -SITE), RESTORATION OF ANY DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO `t OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 5. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE, AND TREES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO BIDDING AND THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXISTENCE AND LOCATION OF ALL STRUCTURES, a UTILITIES, AND TREES SHOWN OR NOT ON THE PLANS, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. 6. THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR REMOVAL OF ALL OVERHEAD/UNDERGROUND UTILITIES, UTILITY POLES, LIGHTS, AND LINES IN THE RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE PROVIDER. 7. THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DISTURBED DURING CONSTRUCTION (UNDER THE DIRECTION OF A FLORIDA REGISTERED LAND SURVEYOR). 8. ALL DISTURBED AREAS, INCLUDING RIGHT-OF-WAY MUST BE SODDED PRIOR TO FINAL ACCEPTANCE. 9. ALL EXISTING OVERHEAD POWER LINES ALONG PALM DRIVE TO BE RELOCATED UNDERGROUND PER CODE REQUIREMENTS. EXISTING ROAD AND SIDEWALK TO BE REMOVED CALL 48 HOURS '.. REFER TO SHEET CO.0 FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE -SPECIFIC NOTES AND BEFORE YOU DIG ' a' It's the Lawl On or 1-800-432-4770 VNi REQUIREMENTS. SUNSHINE STATE ONE CALL OF ROMMA, INC. TITLE SITE DEMOLITION PLAN PROI MANAGER: DATE: r18 09/IRi2018 DRAWN\': SNEE'1' NO.: PERMIT#No: LS2018-0109 -. - /� ENGINEERING, LLC. - _ 512.76 5 - 58878'48.55'.W _... -. '� --- PARCEL A: 174,515 SF 4.00 AC - BUILDING A: 26,880 SF 50 0 25 50 IOo ' 0 n - IMPERVIOUS: 103.764 SF - m pERV10U6: 70,751 $F D U TOTAL PARKING SPACES PROPOSED (INCH - 50 Fr. 84 SITE INFORMATION ' 3 SETBACK: REQUIRED PROPOSED a N NORTH: 10 SOUTH: 10' 92' 93' AREA SUMMARY: .r EA$T: 50' 10T OVERALL PARCEL: 389,876 SF 8.95 AC 100 % N WEST: 20' 171' PARCEL A: 174,515 SF 4.00 AC 45 % z LANDSCAPING PARCEL B: 106,867 SF 2,45 AC 27 % - BUFFER: REQUIRED PROPOSED PARCEL C: 63,816 SF 1.47 AC 16 % NORTH: 10' 10' PARCEL SF 0.58 AC 7 a / j $OUTH: 15' 0' R: 19,256 PALM OR: 19,422 SF 0.45 AC 5 % EAST: 25' 20' _. - WEST: 15' 20' r u PRE —DEVELOPMENT POST —DEVELOPMENT c F N IMPERVIOUS: 11.331 SF 0.26 AC 3 % 253,702 SF 5.82 AC 65 PERVIOUS: 378.545 SF 8.69 AC 97 136,174 SF 3.13 AC 35 9 y N N o 7, o U W N89'11'38.56"E o 43.53 o - - N89'11'34.42"E N88'08'12.23"E � 126.91 54.01 U 31 F✓ N " � _ PARCEL B: 106,867 SF 2.45 AC BUILDING B: 45,416 SF �. ^ IMPERVIOUS: 95,853 SF Zi a PERVIOUS: 11,014 SF TOTAL PARKING SPACES: PROPOSED N89'11'46.17'E 67 SETBACK: REQUIRED PROPOSED 294.34 M M N NORTH: 10' O' Q m O:ZC SOUTH: EAST: 10' 50' 38 108' ❑¢;w W eN•U o rzo:f c WEST: 20' 142' N N�'S� ��)d,•. • �y �\ < LANDSCAPINGBUFFE i "lost NORTH: 10' 0' SOUTH: 15' 0' PARCEL C: 63,816 SF 1,47 AC EAST: 25' 20' _ BUILDING C: 17,054 SF WEST: 15' 18' S. - _ - IMPERVIOUS: 43,826 SF PERVIOUS: 19'990 SF JOR "xs, N89'11'3B.56"E TOTAL PARKING SPACES: PROPOSED 487.00 _ I,,, I 33 SETBACK: REQUIRED PROPOSED NORTH: 10' 57' SOUTH: 10' 45 9 �M - EAST: 50' 50' CR `r`Sj2 ,M WEST: 20' LANDSCAPING 55' BUFFER: REQUIRED PROPOSED ICI �aR2 Rscn ai m NORTH: 10' 0' SOUTH: 15' 0' EAST: 25' WEST: 15' 0' 0' 0 T i D PALM DR: 19,422 SF 0.45 AC -- SO'48'14.33"E N89'11'45.50"E __ o P1�p IMPERVIOUS: 10,259 SF 40.10 � PERVIOUS: 9,163 SF1'�W O M V O PARCEL D: 25,256 SF 0.58 AC 0 IMPERVIOUS: 0 SF S51'33'32.87"E 67 248.-- _ _ --- PERVIOUS: 25,256 $F 47.26 S89 11'45.50W M I I \ a Ssp7 o J N z TITLE: ,... PROPERTY AREAS � I CALL 48 HOURS BEFORE YOU DIG .� raa MnNAcsa. DATE: eE ® `=° It's the Lawl EP 09/18/2018 DRAW.: N BY: SHELTNO Lil 811 or 1-800-432-4770 �J �� ET SCALE. 1'=5(I' SUNSHINE STATE ONE CALL OF FLORIDA, INC. PERMIT # rR0)[CT NO.: :. LS2018-010 18-009 m EASEMENT B 50 0 25 50 100 EASEMENT A 1INCH =SU F7. EASEMENT DESCRIPTIONS EASEMENT A - SIDEWALK EASEMENT EASEMENT B - UTILITY EASEMENT RIGHT-OF-WAY DEDICATION - GRANTED TO THE CITY OFF OCOEE /j DEVELOPER SHALL CONVEY AND RECORD THE DEPICTED EASEMENTS WITHIN SIXTY (60) DAYS FROM APPROVAL OF THIS SITE PLAN, BUT IN NO EVENT LATER THAN THE 0 ISSUANCE OF THE INFRASTRUCTURE AND/OR BUILDING a _ PERMITS FOR THE SUBJECT PROJECT. DEVELOPER SHALL u PROVIDE SKETCH AND LEGAL DESCRIPTIONS FOR THE DEPICTED EASEMENTS AT NO COST TO THE CITY. EASEMENT A ALL EASEMENTS MORE SPECIFICALLY DESCRIBED ON SEPARATE SKETCH OF DESCRIPTION AND EASEMENT DOCUMENTS. CALL 48 HOURS BEFORE YOU DIG �'��® It's the Law! m BM or 1-800-432-4770 A'jv�-� SUNSHINE STATE ONE CALL OF FLORIDA, INC. C, fg(MeRfAR7, LLC'. L I" L_fi clbn,n..c�ms„ EASEMENT AREAS PROJ MANAGER: DATE: EP 09/18!2 DMII'N B]': SHEE"FN'O.: ET SCAI.B: AS SHOWN PERMIT# PROTECT No.: o LS2019-010 18-009 PARCEL ID: 18-22-28-0000-00-035 - ENGINEERING, LLI2. -. :. z9inx ZONING: SPEED USE: VACANT LIMIT �, Am xl o Is 30 en � -- - SITE INFORMATION A IINCH-330 FF.. /Lq TT A7 6 FT PRECAST WALL SI 1 E I FO1tMA 1 LOIN PARCEL ID: 18-22-28 0000-00-011 PARCEL ID: 18 22 28 0000-00-051 GATE ZONING: A-2 ZONING: R-i S88'1849"VJ(C) 512 76 PROPOSED LIFT STATION USE: TREE FARM -- PID: 19-22-28-0000-00-012 & 19-22-28-0000-00-012 USE: PARK _ EXISTING ZONI NG: C 2 COMMUNITY COMMERCIAL 0 72' 9 9• 1 9 SIGN �O �S Q EXISTING FLU: COMMERCIAL 6 FT PRECAST WALL 19 9, m_ I-Tyvr I Iu... m w��•^-" QI 0• (� �j Q OVERALL PARCEL: 389,876 SF 8.95 AC 100 % 6" CONCRETE i UGHT POLE (TYP.) Qh STOP PARCEL A: 174,515 SF 4.00 AC 45 % p BOLLARDS /IFS- Pam• p BAR m PARCEL B: 106.867 SF 2.45 AC 27 % 36 FT VEHICLE GATE (TYP) ('1 a DUMPSTER PAVEMENT MARKINGS_ _ _ _ _ - - - -- - - /�1- PARCEL C: 63,816 SF 1.47 AC 16 % ti CONCRETE PAD AND //'J— Pam• .p D PARCEL D: 25,256 SF 0.58 AC 7 6' MASONRY RIBBON p �S• u PALM DR: 19,422 SF 0.45 AC 5 % o / 12" WHITE GORE STRIPE CURB __ ENCLOSURE WHITE 48.5' NY `�� PRE -DEVELOPMENT POST -DEVELOPMENT RIBBON CURB \ g. PAI ''� STOP � R' IMPERVIOUS: 1 11,331 SF O.26 ACI 3 %11253,702 SF 5.82 AC 65 % CONCRETE PAVEMENT 7 O SIGN —LIGH POLE (TYP.) _ .._ I FS - D PERVIOUS 378,545 SF 8.69 AC 97 % 136,174 SF 3,13 AC 35 % W G� ❑ - TRANSFORMER PARKING SUMMARY (REQUIRED) TWO WAY LEFT -TURN LANE PARCEL A (TOTAL BUILDING AREA = 26.880 SF) 236, N SHOP AREA = 10,880 SF = 13 PARKING SPACES (13 EMPLOYEES) u RETAIL AREA = 8.000 SF = 40 PARKING SPACES (1/200 SF) t2 OFFICE AREA = 8,000 SF = 32 PARKING SPACES (1/250 SF) R WHITE 8' 7' 8' m SH0P 1 O'8�"O �� O� E�E/�E�A� 18 PAINT O TOTAL = 85 PARKING SPACES �_ 54' 10' E. F. E= 1 25.4 8,00 l SE ' (TYP) R4,5' 7 � TOTAL PROVIDED: 84 PARKING SPACES L CJ I E,CJF F. E = 1 2J5 . 8 7 ,o N PARCEL ID: 18-22-28-0000-00-084 PARCEL B (TOTAL BUILDING AREA = 45,416 SF) PARCEL A - LIG T _ PARCEL ZONING: I-1 PO USE: USPS T o_ 6" RAISED MONOLITHIC BIKE RACK (TyP) E 8 U WAREHOUSE AREA = 38,416 SF = 7 PARKING SPACES (7 EMPLOYEES) CURB AND SIDEWALK 3' '^ I ° L w -. RETAIL AREA = 5,000 SF = 25 PARKING SPACES (1 /200 SF) `711111111/�2 g PARCEL ID: 18-22-26-0000-00 013 ne - - o_, ❑ _"_'. 9 R3' 18' �n OFFICE AREA = 2,000 SF = 8 PARKING SPACES (1/250 SF) \SX SH' a�d2j4 0 ZONING: R 1 - / - TOTAL = 40 PARKING SPACES ��\0 •••••••��'� i USE: PARK 9 �•� LL �' RAMP 27.5' ;I' TOTAL PROVIDED: 67 PARKING SPACES - WALL LUMINARIES (TYPJ m em:Z c w KEG- H ; - 35 FT VEHICLE GATE � I � o N PARCEL C (TOTAL BUILDING AREA = 17,054 SF) � %N'V �-�•O� RIBBON C RB ALUMINUM % 0 ,20 _\ PAVEMENT MARKINGS 6" CURB (ttP.) " PIPE RESTAURANT AREA = 2,000 SF = 27 PARKING SPACES �d'y� ....• Q��\�� < R700' ®)� - - OIL AN GREASE SEPARATORp R4S• HANDRAIL WELLNESS AREA = 8.000 SF (SHARED PARKING BLDG. A + BLDG. B) q//T/ItIPRa` _ m N gg� F� Q. RIBBON C RB - e MED OFFICE AREA = 7,054 SF = 36 PARKING SPACES (1/200 SF) - - Ns _ �`� -..- �• � TOTAL = 63 PARKING SPACES V o• y,�_ - - -' -' 4 8 FIRE DEPARTMENT " 6 FT PRECAST WALL N ro 9' CONNECTION (TYP 1 TOTAL PROVIDED: 33 PARKING SPACES LIGHT POLE (TYP.) ® 18' U / WASH BAY o RJ' TOTAL PARKING REQUIRED = 203 SPACES :p TRANSFORMER REGULAR PARKING SPACES PROVIDED = 175 SPACES �� CONCRETE SIDEWALK 18 3 PEDESTRIAN CROSSWALK HANDICAP PARKING SPACES PROVIDED = 6 SPACES o / - (TYP) TOTAL PARKING PROVIDED = 184 SPACES PARCEL ID: 18-22-28-0000-00-038 36 HANDRAIL e �# ZONING: C-2 E SIGN "PARKING BY DISABLED V USE: PARKING LOT PERMIT ONLY" (TYP) _ HEAVY DUTY ASPHALT PAVEMENT M r) / PARCEL A WHEELS STOP (TYP) co o z W F.E.E.= 125.8 �, 4, PARCEL B 6„ o. N S�QQ 19.8' WALL LUMINARIES (TYP.) 9�(TYPB TWO WAY LEFT -TURN LANE � ,rT1 D 10 rrTT,, RIO' 36 FT VEHICLE GATE 3 R'S STOP U R8fi' RETAINING WALL 7 SIGN 6" CONCRETE BOLLARDS O O 1f V 5, r\ $ _L. If7i SIGN DUMPSTER FY0 270.1' �- 6,. PAVEMENT SOLID CONCRETE PAD AND 18. 36 MARKINGS WHITE Ep 6 MASONRY PROPOSED _—� ENCLOSURE 18 LINES) BUILDING 6' RAISED MONOLITHIC _ n (PAIN LIGHT POLE (TYP.) C CURB AND SIDEWALK 36' SERVICE AREA 45,4 1C _ E I (j R4 CURB E.r-r-,E=125.E (,YP.)y l ME SEE ]MEN IME, - IMME IN ME MEN m I Ell MEM MINE MEN IMM MEN MINE SEE MIN MME ME. - MME - 0 MEE MEM MEN MEN IBM, MEN MEN mme ERE ( LINE TITLE: MATCH LINE" " � CURB � PARCEL 8 WALL LUMINARIES (TYP) 8' -�� MATCH SITE (TYP CONCRETE SIDEWALK CONCRETE SIDEWALK GEOMETRY 6 FT PRECAST WALL F 6" SOLID WHITE LINES (PAINT) - ?. ., 5 LIGHT DUTY PAVEMENT - i ),F3 / - 6" RAISED MONOLITHIC _ ALUMINUM ' 12 RIBBON CURB 1. �. 52.9 `'" (PARKING STALLS) BIKE RACK / I8' PARCEL ID: 18-22-28-0000-00-056 PLAN CURB AND SIDEWALK ] ',/ / 17 18 PIPE ZONI A 1 O /// HANDRAIL N RANGE COUNTY 18 WHITE (PAINT) GORE R30' `� ® a i n �!"! / / F3 J USB RESIDENTIAL STRIPING 10 FEET ON CENTER iSTOP RETAINING WALL ` - .,I -. " "+� e ALL 48 HOURS PROINIANACER DATE. PER FDOT INDEX 17346 & a I o 9 I '} IJ C SIGN 6" D`b BLE SOLID 9' 9 ( > � BEFORE YOU DIG ' f EP TNO,: 201 I ( _I *CURB -��® DRAWN 131'. SHECT `l0.: YELLOW`LINES Na -p /'b�\ASS • p i �� \ YP.) TRANSFORMER it's the La i! � SCALL;T _ s a5 0 _ o q5 ' I O� 811 M 1-800-432-4770 � 24 WHITE STOP BAR .R,� •P '� V_ AINSHINE STATE ONE CALL OF FLOR 0� INC. PE12T41TN I CTN 1 0 HEAVY DUTYj /,/ i PR01FC'T NO.: JL ►AVF FN KINGS y r PAVEMENT MARKINGS - _— _ _— - _ .CUR m ASPHAC'T�J \• �� .. q. �; .y. LS2018-010 18'N09 ................................................................................................................................................................................................................................................................................................ s — a ® R86'}R10 3 —.._.�. 36 FT VEHICLE ATE RETAINING WALL j 7' \ fSITOP GN _ I•� _ ' SIGN �-, 6" CONCRETE BOLLARDS — _ l / 7 I `4 % / / / 1 Y IGN� ' DUMPSTER ,\ 2701 rT eI'A" ENGINEERfNG LLC. I PAVEMENT SOLIDI CONCRETE PAD AND �� ,%/ 1� I-. IB 36, MARKINGS WHITE l r 6' MASONRY}I}}}}��I�{,{{{{��^��jjjjj / .� / F r ENCLOSURE r \ f / F5 / 1 LPn NT' F n" / / / i 18 SPEED ( n 'd fj J L 1\� 6" RAISED MONOLITHIC I p? I / CURB AND SIDEWALK H (1 / J_ LIMIrT� LIGHT POLE (TYP.) % Y r �C C'=yf 25 36 EF = IC E i J / CURB RQS �,'' (TYP.) T L f-; m 60 I Y�/ / F=1G �F, 30 D Is MATCH I1I1�1E / / w 1A MATCH ��gg g7pTg P>RB// CONCRETE SIDEWALK PARCEL B WALL LUMINARIES (TYP.) / 18 1 ` WA'l�T�l& LINE ( rcx=anrT. 6 FT PRECAST WALL 6" SOLID WHITE LINES (PAINT) --.- CONCRETE SIDEWALK SITE INFORMATION .1 ``R C 6" RAISED MONOLITHIC LIGHT DUTY PAVEMENT �1 --I ALUMINUM' 12' RIBBON CURB ,1 $ 52.9/ / CURB AND SIDEWALK (PARKING STALLS) BIKE RACK 18' 17' 18' PIPE PARCEL ID: 18-22-28-0000-00-056 i / 18" WHITE (PAINT) GORE J} R3p• / 1 / HANDRAIL ONIN A- RANGE COUNTY PID: 19-22-28-0000-00-012 & 19-22-28-0000-00-012 STRIPING 70 FEET ON CENTER Cl _N_ P I __.— /// E13 1 USE RESIDENTIAL el STOP / o -1�' _ e EXISTING ZONING: C-2 COMMUNITY COMMERCIAL PER FDOT INDE% 17346 & - J SIGN fi' D BLE SOLID —? o 9 } t I o� �T I ^67CURB - -1) SPEED E%)STING FLU: COMMERCIAL RETAI NG WALL I�r I I I 1. I I I$ 3 1 YE �W 00 I � I � TRANSFORMER �9��S•� P�) 1p � TRANSF LIMIT OVERALL PARCEL: 389.876 SF 8.95 AC 100 % � _�Y.� Q' _ - •r� PARCEL A: 174,515 SF 4.00 AC 45 % F - - - - - - - - - - 6" HEAVY DUTY .p�,_ , �J PARCEL 8: 106,867 SF 2.45 AC 27 % 24" WHITE STOP I3AR PAVEMENT MARKINGS GURU.'^'- ,�pHAL� PAVE T MAR INGS Y - -- - ---- _ -- -®" O1 1�1 PARCEL C: 63,816 SF 1.47 AC 16 % _ �M1 BEGIN KEYSTONE -RETAINING WALL —"" (TYP.) PAVEMENT PARCEL D: 25,256 SF 0.58 AC 7 % (TYP.) LIGHT POLE (TYP.) 5 PALM DR: 19,422 SF 0.45 AC 5 % c ' s" cuRe ( ) � 5 ( ) Rn. �� 3 HANDICAP STRIPING (TYP.) 0. 6° CURB TYP 1 11 ""—BEGIN KEYSTONE RETAINING WALL o 12 RIBBON CURB R3 9 �' T °� .I m N� PRE -DEVELOPMENT POST DEVELOPMENT o i � iii Li 91 3 9' IMPERVIOUS: 11,331 SF 0.26 AC 3 % 253,702 SF 582 AC 18' WHITE (PAINT) GORE STRIPING 10 �� 11 378,545 SF B.. AC 97 % 136,174 SF 3.73 AC 35 % to 0 FEET ON CENTER PER FOOT INDEX 17346 & I 5 - u �1� GREASE T o !ll1 PERVIOUS: CONCRETE SIDEWALK a \�� f"• -' o DUMPSTER o o ( q f CMU PARKING SUMMARY (REQUIRED) NCR E P ANB WHEEL STOPS (TYP) RETAINING ALUMINUM Q\ 6' MASONRY 4' BLACK WALL PIPE. PARCEL A (TOTAL BUILDING AREA = 26,880 SF) u \'Q CLOSURE ALUMINUM HANDICAP SIGN (TYP) WITH 4' HANDRAIL KEYSTONE\RETAINING WALL !'�' 6" FENCE PROPOSED BLACK SHOP AREA - 10,800 SF = 13 PARKING SPACES (13 EMPLOYEES) m -- �. \ So' ONCRETE e � HANDICAP RAMP VINYL 'e0 RETAIL AREA = 8,000 SF = 40 PARKING SPACES (1/200 SF) r✓ MULTI —USE BUILDING COVERED \ o LARDS CHAIN O OFFICE AREA = 8,000 SF = 32 PARKING SPACES (7 /250 SF) DETECTABLE WARNING LINK III \ ° S - FENCE TOTAL = 85 PARKING SPACES 'm 17,054 TOTAL PROVIDED: 84 PARKING SPACES BIKE RACK F.F.E=1 25.8 5•8 D PARCEL B (TOTAL BUILDING AREA = 45,416 SF) a 2132' PARCEL C 0 WAREHOUSE AREA = 38,416 SF = 7 PARKING SPACES (7 EMPLOYEES) 50, _U RETAIL AREA = 5,OOD SF = 25 PARKING SPACES (1/200 SF) OFFICE AREA = 2,000 SF = 8 PARKING SPACES (1/250 SF) �S%\� 11 la�� /i� o \` S ...... N�� D TOTAL PROVIDED 6TOTAL40 PARKING SPACES `m�;� os2�s w 6 PARKING SPACES p•.J� ARCEL C (TOTAL BUILDING AREA = 17,054 SF) P c'•, N �� o > -> ,>, _>KEY STONE RETAINING WALL .p RESTAURANT AREA 2,000 SF = 27 PARKING SPACES %ri'y'••..••'•��\ >---- >__ < __< __<____< __<__ _ `fo• 4 `O •k PRO \%` '° . WELLNESS AREA = 8,000 SF (SHARED PARKING BLDG. A + BLDG. B) ///ffjjjj jl7\\ PAVEMENT MARKING (THERMOPLASTIC) INDEX WHITE I734(6 (THERMOPLASTIC) PER FOOT MED OFFICE AREA = 7,054 SF = 36 PARKING SPACES (1/200 SF) PALM DR PER FDOT INDEX 17346 _ TOTAL = 63 PARKING SPACES _ --<-, TOTAL PROVIDED: 33 PARKING SPACES CONCRETE m -- <'-- SIDEWALK - <--<---- STOP SIGN PER TOOT INDEX 11860 & 17867 yo : TOTAL PARKING REQUIRED = 203 SPACES ' REGULAR PARKING SPACES PROVIDED = 175 SPACES ® HANDICAP PARKING SPACES PROVIDED = 6 SPACES TOTAL PARKING PROVIDED = 184 SPACES e� NEW PROPOSED PROPERTY LINE ® o ° 8, ® _ HEAVY DUTY ASPHALT PAVEMENT (Yi o ° PARCEL 10, 18-22-28-0000-00-057 STORM o ZONING:---. C-2 WATER use CHURCH ® POND PARCEL D PARCEL ID: 18-22-28-0000-00-024 o o 0 G: USE: STORAGE UNITS SHOPPING CENTER o - o TITLE: SITE GEOMETRY PLAN CALL 48 HOURS PROJYIANAGER: DATE: BEFORE YOU DIG EP 09/18/2018 DIt NVN BY. SKEET NO.: 1 It's the Lawl ® ET 1 811 or 1-800-432-4770 scn1 1 Yr(� ^ 30' SUNSHINE STATE QJE CALL OF FLMDA, INC. PERMIT# I'ROJECTNO.: LS2018-010 I8-009 FDE,P NOTES MINIMUM VERTICAL AND HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND SANITARY SEWER MAINS TO COMPLY WITH RULES 62-604.400(2)(G) - (1), F.A.C. AND 62-604,400 (3), F.A.C. AS NOTED BELOW. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE, HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE, AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE, ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY -OR PRESSURE -TYPE SANITARY SEWERS, WAS FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610. F.A. C. PHONE CONTRACTOR SHALL COORDINATE CONDUIT SIZE, CONNECTION POINT, AND SERVICE SIZE WITH TELEPHONE SERVICE PROVIDER PRIOR TO CONSTRUCTION. ELECTRIC CONTRACTOR SHALL COORDINATE CONNECTION POINT, SERVICE SIZE, TRANSFORMER LOCATION AND CONSTRUCTION WITH ELECTRIC SERVICE PROVIDER PRIOR TO CONSTRUCTION. CONTRACTOR TO INCLUDE ANY AND ALL ASSOCIATED COST IN ORIGINAL CONSTRUCTION BUDGET FOR INSTALLATION OF PRIMARY AND SECONDARY EMPTY CONDUITS AND WIRES AS REQUIRED BY ELECTRIC UTILITY PROVIDER. UTILITY NOTES 1. ALL RIGHT-OF-WAY DISTURBED BY THIS WORK SHALL BE RESTORED TO ITS ORIGINAL CONDITION AND IN ACCORDANCE WITH APPLICABLE CITY OF OCOEE CODES. ALL DISTURBED AREAS MUST BE SODDED TO MATCH EXISTING GRASS TYPE OR BETTER AS REQUIRED BY JURISDICTION. 2. CONTRACTOR TO MAINTAIN 12" VERTICAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER MAIN. 3. ALL MATERIAL AND SPECIFICATIONS SHALL FOLLOW CITY OF OCOEE ENGINEERING STANDARDS. 4. ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE, AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE, PAINTED BLACK, AND SCREENED WITH LANDSCAPING (LDC, ARTICLE VI, SECTION 6-14, C, (2). (h), III). IF MOUNTED ON BUILDINGS THEN THE SAME COLOR OF THE BUILDING WILL APPLY. S. CONTRACTOR SHALL VERIFY EXACT ELEVATION OF ALL EXISTING UTILITIES AT ALL CROSSING AND CONNECTION POINTS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION RELATED ACTIVITIES. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 6. ALL PROPOSED INFRASTRUCTURE IMPROVEMENTS PRIVATE OR PUBLIC MUST BE CONSTRUCTED IN ACCORDANCE NTH CITY OF OCOEE'S MINIMUM STANDARDS & CONSTRUCTION SPECIFICATIONS FOR WATER & WASTEWATER. 7. CONTRACTOR SHALL BEGIN ALL UTILITY INSTALLATION AT POINT OF CONNECTION, INCLUDING STORMWATER PIPES. BUILDING A REQUIRED FIRE FLOW PER ISO FIRE FLOW AREA 26,880 SF REQUIRED FLOW 1,500 GPM DURATION 20 MINUTES BUILDING 8 REQUIRED FIRE FLOW PER ISO FIRE FLOW AREA 45,416 SF REQUIRED FLOW 1,750 GPM DURATION 20 MINUTES BUILDING C REQUIRED FIRE FLOW PER ISO FIRE FLOW AREA 17.054 SF REQUIRED FLOW 1,500 GPM DURATION 20 MINUTES U D.I.P. NOTES: 1. t>w resua:.nf varws as Iwimfaa q ure'Re:faun TaWa ore mi,:,nam wsDugn anga,eer soar lae respansima rwwnrme+,s r�!a wrwrians. eae naxa agasfma ecm,avlgry. 2. AA(iaeq:snar�naer�eso-vnea la6,fe nn'uspinerxse ina'irv:m. g. No resaamis aReo-sa nspnTnpops p+Pa la,gg,�gmamrfnan d„a wp:.xa in •Ra.famf Telr � alwva. 4. lM1Tere My or mom rtluigs ere laia'm-Ire, use Om-sfest eeslra:nf krglfi for 6. Fw kNgro valvas ana lnroegn rvn of leas: ouWaa lirvb of mslra'nMpinls npm aa,ern,>a,gs neaa r,m be reso-elrfso urgass ofnarc.�e Inai<pfae. 6. Lee �s SMun In No 1a61e navo mm� ralarlateU p oanNanoo vnll, gre rvzl Resl,ab,l Dax+gn Im Oudi�u I�wl Pipn' ax pu6!shea by DIPRA xiN the lalloairg asspmplians: N'oeking P,asswe: lw Psi Sail Oez+gnafion: 51.1 (6nry Gana,-1. AIi ) hying Cona,aons:6 T, Fw prye enrasea in polyeNykne. uxe values g— In porenlnesasw se foe pvan Vawe by f Eg;;. g. for PiPesizes not lndaaetl in Na Resfaint Tabfewp;re mafe,ial not nen,gf0given co 11blss, Oaslgn engineer shall tlefemane ana speary pme engms ufuM aball fio oPPrmrea by foe city. CITY OF OCOEE CONSTRUCTION DETAILS UTILITY PIPE MINIMUM SEPARATION TABLE NTS PVCJHDPE Restraint NOTES: 1. t>w resua:.nf varws as Iwimfaa q ure'Re:faun TaWa ore mi,:,nam wsDugn anga,eer soar lae respansima rwwnrme+,s r�!a wrwrians. eae naxa agasfma ecm,avlgry. 2. AA(iaeq:snar�naer�eso-vnea la6,fe nn'uspinerxse ina'irv:m. g. No resaamis aReo-sa nspnTnpops p+Pa la,gg,�gmamrfnan d„a wp:.xa in •Ra.famf Telr � alwva. 4. lM1Tere My or mom rtluigs ere laia'm-Ire, use Om-sfest eeslra:nf krglfi for 6. Fw kNgro valvas ana lnroegn rvn of leas: ouWaa lirvb of mslra'nMpinls npm aa,ern,>a,gs neaa r,m be reso-elrfso urgass ofnarc.�e Inai<pfae. 6. Lee �s SMun In No 1a61e navo mm� ralarlateU p oanNanoo vnll, gre rvzl Resl,ab,l Dax+gn Im Oudi�u I�wl Pipn' ax pu6!shea by DIPRA xiN the lalloairg asspmplians: N'oeking P,asswe: lw Psi Sail Oez+gnafion: 51.1 (6nry Gana,-1. AIi ) hying Cona,aons:6 T, Fw prye enrasea in polyeNykne. uxe values g— In porenlnesasw se foe pvan Vawe by f Eg;;. g. for PiPesizes not lndaaetl in Na Resfaint Tabfewp;re mafe,ial not nen,gf0given co 11blss, Oaslgn engineer shall tlefemane ana speary pme engms ufuM aball fio oPPrmrea by foe city. CITY OF OCOEE CONSTRUCTION DETAILS UTILITY PIPE MINIMUM SEPARATION TABLE NTS PVCJHDPE Restraint �mmmm' m' m �mmmmmm NOlE6: 1. The rezfra,H vakrasasbM'rslatlq Ure'Re�m"erfT�a'am mrAmxan rxtres. Dasgn rc,gamer sna3 pa resPwu3is Iw�m*g tab rma+.me A5Mw4x aajuscT,ents BaadM'Y 3 Ib resUam� I�varw�rea�m oraesx ed+er+.�e yM11GICU- regAmd Vlpa fsnry b!a&g i-sq�ly Aanvah pmriaWmTta� mTasm'aeee_ 4 YYnare tumor mwo Mmgs are 4sa inPms, usa i'e�eH «abaM k,gU, fw 6. Fav,-alevxm aaa vaw..p, r,edws: aw:akr:,s Wra-asrvNWnss hum oe:a fxvw}s� rrAEe ��awYsa oTars�brSc4sa. 6. lc. T+h sMan Maatle l¢r nr�+ia�l in aagrzrP ssv, my pxcuMes "'ThnFlRcirrrd Dag,taaDmca Xan Cps'm p�r� q rYiRA eti+, E,e 1a¢aac,g - vmsan i>ra�: Isg Fsf Sae 9n is'@y Satl, i}bSm Away mxn.gn5.. mn4cs5%sr-x*>xnene axa �=^t FMo ur5 suraam s9gettCay_ 0RESTRAINED JOINT NTS REFER TO SHEET CO.0 FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE —SPECIFIC NOTES AND REQUIREMENTS. CALL 48 HOURS BEFORE YOU DIG71.12r. It's the Lawl 1-800-432-477E CALL I (9 F�`Ijzlz,os EmuvEEizwa, LLC. t A.no.. 2111,1 MLAILI AVE111 "T'L �o,:�swe,�,Dlf UTILITY NOTES PROJ MANAG17R: h18009 SUEF,TNO.: LS201S 00 M,(i Base with Stainless steel service By -Pass Rened Nan -Fusible Disconnect __�_—,G:a= IS Pipe CH I Galvanized I 112'staktass h4pplas (TYR) se, M Mounting Panel Sea Off (Typ) Bracket 2'Motor Conductor Surge Protection I Conduit Son 'a PVC Incoming Power x. Coal Conduit SCH 00 PVC Encase I Cc crete—, < I F Coals of B luminous c (Typ) Asphaltic PaInt A,.,. Grade Ali The 2. 10'Ccappi Way Down (Typ) 25 OHM Max. Ground Radial, Min. 7'Apan 1. Drawing Is shown for 240 volt power supply. 2Povver supply Intoning and to the station shall be underground on the lift station site and shall be three (3) phase from . hinae phase sham only. 3. An Real Telemetry Unit and telephone serf ca, Is required to service the station. 4. Float controls shall be provided with continuous cable, the length from float location to control cabinet. No splices shall be allowed or accepted, 5. Pipe support and brackets shall be cut evenly, ground armoth, and mated with approved corealcan Real 6. All candull and piping shall be properly seated. CITY OF OCOEE DETAIL NO. CONSTRUCTION DETAILS UT305b 240V Control Panel Installation DATE: Aug. 2 CITYOFOCCEE LL OF OCOEECRY 4 Green Vent with F glassValve Ise. For Grading Sao Grading B.— Bug Screen 40'x 30' x 2r Deep with, Hatch Shcou. Match ina, Existing 2-3 (T) Field Installed Knockouts /1"Isixelml Lifting Hall, Grade sted""s. S"" B."c" Pressure Gage 411 ""' 'r V= ,,,h4 Fuldrage U- C."Pedplag (if DT is la I Naive than DK) ilng Grad, For Electrical Conduitit Connection Detail to be Provided By Contractor to the City of Owee —Pa., Lead. --�—Piipe Rack No Greater Than 5' Separation Stainless Steel Lifting Cable --se—t—Schedule 80 PVC sized to OR 113.32' Slid. Falls V Schedule 40 304 S.S. Pip. 112.82' 241 Volt Plant Liquid Level Control. (Typ.) tI 112.32' Pump Dialling. leellaft Flange 12' I' . I" Integral I'll.rl Invert 109.32' Concrete Collar with #4 Rabir Around Base (II CN. TOTAL) 6- Thick Gravel Mlaftnual 107.32' 96" wv al �r PI ,77 CITYCFOCGEE ter Soc 1-oas rTracing Wind Location Slope to Drain Sized Fiberglass Invert, By Engineer ?Iuu Valve sized to Oft Incidental — Force ""' To Be Incidental to the Lffl Station �lftack Valve sized to OK OTYOFOCDEE rm Smre Tlcxl PUMP DATA PRIMARY PUMP CAPACITY 58GPM PRIMARY TDH 387DH PUMP MANUFACTURER HOMA PUMP MODEL ft GRP 1613 R.P.M. 3450 HORSEPOWER 1.5 ELECTRICAL/ VOLTS/PHASE 40OV13 PUMP DISCHARGE SIZE 2- CITY OF OCOEE CONSTRUCTION DETAILS (S PARIZ105 ENGINEERING, LL12. in "I', 111111u, "Or a LIFT STATION CALL 48 HOURS DETAIL BEFORE YOU DIG It's the Lawl El 09/18/20z18 1-800-432-4770lDRAWN By: SHFFINO.: ET SUNSHINE STALE ana 11L CE ,olAc. i� SCALF: N.T.S. PERMITft PRO ECT NO.: 2.3 ,tpy�.I - row-IZB BB - - eow-Iza� - BBW IZBW I J r ti17 r & eP a P{� ! SHOP 10,880 SF I OFFICE/RETAIL o� F. F. E=125.8 I 8,000 SF I� I F.F.E=125.8 l� I 1 � I , I i "a 0DS 1 6BW-IYao °B �y lzs- - P-37 D8-9 F.F.E.= 125.8 7 ""5 MATCH LINE ✓� a i DBT7 �" PROPOSED BUILDING 45,416 SF 3 F. F. E= 125.8 40 ` DS-M 3 ° ,e P-03 — — 19 EA9RRI05 ENGINEERING, LLC. sp t m a - 311 U I5 30 bU •�'� I INCH=30Fr. 4 NOTES: qa I CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATION, MATERIALS, AND PIPE SIZE BEFORE CONSTRUCTION BEGINS. CONTRACTOR TO VERIFY SLOPES ON ALL SIDEWALKS. HANDICAP ZONES. 8 ®L7 � �I RAMPS AND DRIVEWAY CONNECTIONS FOR COMPLIANCE WITH ADA ° REQUIREMENTS AND/OR OPERATIONAL FUNCTIONABIUTY PRIOR TO 2 - POURING FINAL CONCRETE OR ASPHALT PROPOSED SIDEWALKS SHALL NOT EXCEED 27, ACROSS AND 57 LONGITUDINAL. p , ALL PROPOSED GRADES AND CONTOURS ARE TO EDGE OF PAVEMENT r UNLESS OTHERWISE NOTED. y \ \ z Epl tl. �N®a i CONTRACTOR SHALL CONTACT ENGINEER OF RECORD AT LEAST 24 O i HOURS PRIOR TO POURING CONCRETE OR PLACING ASPHALT ON ALL DRIVEWAY/CURB CUT CONNECTIONS FOR ENGINEERING INSPECTIONS. ) THE CONTRACTOR IS TO PERFORM ALL EARTHWORK ACTIVITIES IN � F W ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS j �'- °a `" CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY o 4Ii Y `" ARDAMAN & ASSOCIATES INC GENERAL CONTRACTOR (AND ALL SITE WORK SUBCONTRACTORS) SHALL OBTAIN AND REVIEW A COPY OF THE o GEOTECHNICAL INVESTIGATION REPORT. COPIES OF THE REPORT ARE AVAILABLE THROUGH THE OWNER DEVELOPER OR ARDAMAN & cz ,y� �°•. OBd ASSOCIATES INC DIRECTLY. CONTRACTOR TO INCLUDE ALL NECESSARY m SOIL WORK IN THE PROJECT BID. N ALL RIGHT-OF-WAY DISTURBED BY THIS WORK SHALL BE RESTORED a _� dw TO ITS ORIGINAL CONDITION AND IN ACCORDANCE WITH APPLICABLE COUNTY AND FDOT CODES. ALL DISTURBED AREAS MUST BE SODDED TO MATCH EXISTING GRASS TYPE w a SOIL BORING LOCATION Ilk e` THE CONTRACTOR IS TO PERFORM ALL EARTHWORK ACTIVITIES IN ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS ` a { CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY TERRACON CONSULTANTS, INC. GENERAL CONTRACTOR (AND ALL SITE Q-��'••••''N/� i �M1°I WORK SUBCONTRACTORS) SHALL OBTAIN AND REVIEW A COPY OF THE a Q •�Z n 6 ��l GEOTECHNICAL INVESTIGATION REPORT. COPIES OF THE REPORT ARE Zm; v O•�_ II I j AVAILABLE THROUGH THE OWNER/DEVELOPER OR TERRACON e¢ w m r oll; Z` o z, I CONSULTANTS, INC. DIRECTLY. w CN:V C 1111101 _. f \^gym 1 °_- s o� _ AIR i "° MATCH LINE W u GRADING AND DRAINAGE PLAN r - raa n{nrvncr.R DnT{a: I, 0�12 CALL 48 HOURS REFER TO SHEET CO.0 FOR EP 01/18/2018 ,a ' GENERAL NOTES, SPECIFICATIONS, BEFORE YOU DIG' DRAWt,'BY* SI{EET\n: /♦♦♦�� .a s �� AND LEGENDS, IN ADDITION TO ET 1 fib It's the �.BW) SITE -SPECIFIC NOTES AND sCALF t-80O-Q.i2-L}%%� REQUIREMENTS. ! 30 a - �8 �� PERMIT# rRD1ECINO.: P I_ BIIN9iINE STALE IXVE CALL fLCRip ,INC.+ °•,j��lg�° t; I - L52018-010 18-009 m 1/4- HE[ SIMMER I a PROPOSED J rv,y I n BUILDING 45,416 SF F.F.E=125.8 nn 12 y o ary` 125 0 M'44 Q< � 1 , MATCH ti P-14 5'X5'SUMP@118.00 .. I i % goo I�n o 4t aD 1 5'X5'sump @ll8.00 - -,..PROPOSED G G o MULTI —USE BUILDING C6.5 �5��' o GB.S 17,054 SF fq I ' F. F. E=1 25.8 D Q', „z 8& � '•,e.. 7 M1eP 'z'4� 5'X33 SUMP@11800 ^' 8 � D 7 ••r Cfi5 , 0ry,p Sz5 ,a°ry d' 0,4j8 a^Ao �� A4F4 ''S� 121 "`a 121 �4 , 3 A a° m, ® 120 is M10 IV130' EACP DISCHARGE PIPE 122-1ry ,.,a'•. �- 3 - '-%' 123 e < - 120 119 Y/ I U- FIBERGLASS do- BOTTOM = 115.35 SKIMMER -. Rom~ _.-. 5'X115' SUMP @ 118.00 TOP= 122.50 50- GROUT 0 1.0% TO DISCHARGE PIPE 02 - STEEL GRATE � T" E '. TF= 122.00 Go- HEIR LENGTH = 21.32 FT ,tD � C6.5 Cfi5 QJ - INV = 115.60 Q- 6- HOPE 0 INV, 115.60 EYE 5TV 1 Ile FlBERGLASS 10 lj V2j �23 13 2 �211''a 39®^• "WEN NOTE: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR ro� - TO FABRICATION - i STRUCTURE CS -I OCONTROL ((2) TYPE "H" INLET) 1 I TOP OF WALL = 125.0 CB-0 I/4' FffiERLU55 WINNER- OtATE MAisJ /i ate_ 6'a6'0'_G LUMIN (TIP) OGLES - 3 IY.IB' URGE MSOIARGE ® / PPE - E 1 a FIBERGLASS 04 - BOTTOM = 11fl25 �*1/1MM.11 SKIMMER1 TOP= 124.5 �- GROUT 0 1.OR TO DISCHARGEPIPESTEEL GRATE TF= 124.00WEIR LENGTH ]' o- J INV = 118.5 g_ONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR6TO FABRICATION - STRUCTURE CS-2 90NNER OCONTROL 2 (TYPE "F" INLET (MODIFIED)) NTS r�. EAJRRTOS ENGINEERING LLe. -1 H xro Snua „ 30 U IS 30 60 1 INCH - 30 FI NOTES: CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATION, MATERIALS, AND PIPE SIZE BEFORE CONSTRUCTION BEGINS. CONTRACTOR TO VERIFY SLOPES ON ALL SIDEWALKS HANDICAP ZONES RAMPS AND DRIVEWAY CONNECTIONS FOR COMPLIANCE WITH ADA REQUIREMENTS AND/OR OPERATIONAL FUNCTIONABILITY PRIOR TO POURING FINAL CONCRETE OR ASPHALT. PROPOSED SIDEWALKS SHALL za NOT EXCEED 2% ACROSS AND 5% LONGITUDINAL. ALL PROPOSED GRADES AND CONTOURS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. c SHALL CONTACT ENGINEER OF RECORD AT LEAST 24 CONTRACTORL y z HOURS PRIOR TO POURING CONCRETE OR PLACING ASPHALT ON ALL DRIVEWAY/CURB CUT CONNECTIONS FOR ENGINEERING INSPECTIONS - o THE CONTRACTOR IS TO PERFORM ALL EARTHWORK ACTIVITIES IN w ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY o ARDAMAN & ASSOCIATES INC GENERAL CONTRACTOR (AND ALL SITE WORK SUBCONTRACTORS) SHALL OBTAIN AND REVIEW A COPY OF THE GEOTECHNICAL INVESTIGATION REPORT. COPIES OF THE REPORT ARE AVAILABLE THROUGH THE OWNER/DEVELOPER OR ARDAMAN & ASSOCIATES INC DIRECTLY. CONTRACTOR TO INCLUDE ALL NECESSARY SOIL WORK IN THE PROJECT BID. F ALL RIGHT-OF-WAY DISTURBED BY THIS WORK SHALL BE RESTORED c - TO ITS ORIGINAL CONDITION AND IN ACCORDANCE WITH APPLICABLE COUNTY AND FOOT CODES. ALL DISTURBED AREAS MUST BE SODDED TO MATCH EXISTING GRASS TYPE. y - SOIL BORING LOCATION r THE CONTRACTOR IS TO PERFORM ALL EARTHWORK ACTIVITIES IN ACCORDANCE TIONS CONTAINED INTHEGEOTECHNICAL ITH THE TINVES INVESTIIONS AND GATION REPORTPREPAREDBY TERRACON CONSULTANTS, INC. GENERAL CONTRACTOR (AND ALL SITE �\`NpS1..... '• • ��@y SHALL OBTAIN AND REVIEW A COPY OF THE �� Q-•y�' pAc" WORK SUBCONTRACTORS) ..) �:Q= GEOTECHNICAL INVESTIGATION REPORT. COPIES OF THE REPORT ARE AVAILABLE THROUGH THE OWNER/DEVELOPER OR TERRACON �`O J2 •y; CONSULTANTS, INC. DIRECTLY. z° u~iF /�AA�i1i I NOX�`\ GRADING AND DRAINAGE PLAN P110J MANAGER HATE: CALL 48 HOURS REFER TO SHEET CO.O FOR FP 09/1&201E BEFORE YOU DIG @ q "+ ® It'8 the LBWI GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE -SPECIFIC NOTES AND nKnwN BY: SHEETNO.' ' ET 1-800-432-4770 kPv REQUIREMENTS. SCnI =311 .—NE STALE ONE C- O< ELORIDA, INC. i PERMIT 8 PROJECT NO.: e LS2018-010 18-009 1 1 ro, acac O SOIL TRACKING PREVENTION DEVICE NTS O TEMPORARY EROSION AND SEDIMENT CONTROL NTS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF THE EROSION CONTROL DEVICES, AS SHOWN ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING. REFER TO THE "EROSION CONTROL NOTES" SECTION CONTAINED HEREIN FOR ADDITIONAL REQUIREMENTS. 2. INLETS AND PIPES MUST BE KEPT FREE OF TRASH AND SILT, AND SHALL BE INSPECTED ANNUALLY. %s 3. THE CIRCULAR ORIFICE CONTROL STRUCTURE SHALL BE KEPT FREE OF TRASH AND DEBRIS. REMOVE THE GRATE AND REMOVE ' SEDIMENTS AND DEBRIS THAT HAVE ENTERED THE DIVERSION. GRAPHIC SCALE 4. ALL SURFACEWATER MANAGEMENT FACILITIES PERMITTED BY THE DISTRICT SHALL BE OPERATED AND MAINTAINED IN ACCORDANCE 100 0 60 100 200 WITH THE APPROVED DESIGN, PLANS AND CALCULATIONS, AND OTHER SPECIFICATIONS THAT HAVE BEEN SUBMITTED WITH THE APPLICATION AND APPROVED BY THE DISTRICT, AND ( IN FEED ) INCORPORATED BY REFERENCE INTO ANY PERMIT ISSUED. OILS, I Inch = 100 It. PAINTS, AND OTHER HARMFUL CHEMICALS SHALL BE KEPT FROM THE FACILITIES. ANY SUCH MATERIALS INADVERTENTLY ENTERING SHALL BE IMMEDIATELY REMOVED. 5. DURING THE EARTHWORK, GRADING, LANDSCAPING, PLANTING, ETC., EROSION PROTECTION SUCH SYNTHETIC HAY BALES, EROSIONTOy y T 7TIOA7 L LLIJ 1 1V TURBIDITY CURTAINS, AND OTHER MATERIALS, SHALL BE PLACED A AT INLETS AND OUTLET PIPES TO CONTROL STORMWATER 7 CONTROL NOTES C R QUALITY AND TURBIDITY. 1V 6. INSPECTIONS SHALL BE MADE AT LEAST ANNUALLY TO CHECK DRAINAGE STRUCTURES AND PIPES FOR MAJOR BUILD UP SEDIMENTATION OR TRASH. THE DRAINAGE STRUCTURES SHALL ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL BE CLEANED IF THE SEDIMENTATION LEVEL IN THE SUMP IS 6 INCHES OR GREATER. THE SEDIMENT MAY BE VACUUMED, COMPLETION OF CONSTRUCTION. PUMPED, OR MANUALLY REMOVED FROM THE BASIN. THE 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH INSPECTION SHALL INCLUDE EROSION AND SOIL STABILIZATION LOCAL CITY/COUNTY AND WATER MANAGEMENT DISTRICT TO PREVENT SEDIMENT DISCHARGE TO WATERS IN THE STATE. ANY VEGETATION UTIUZED FOR EROSION CONTROL SHALL BE SPECIFICATIONS, SUDJECT TO AUTHORIZED AND APPROVED INSPECTED AND MAINTAINED FOR FUNCTION. VARIANCES, WAIVERS AND/OR CONDITIONS OF SITE PERMITS. 7. ANY PERVIOUS PAVED SURFACES MUST BE STREET SWEPT BY A 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED VACUUMED SWEEPER TWICE A MONTH. PRIOR TO OR AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE B. ANY PERVIOUS PAVED SURFACES MUST BE PRESSURE WASHED AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. EVERY THREE MONTHS. 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A 9. ALL PERVIOUS PAVED SURFACES MUST BE INSPECTED FOR CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION, PERFORMANCES, VISUALLY AND/OR MANUALLY, BY A CERTIFIED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR PERVIOUS CONCRETE PERFORMANCE TESTING COMPANY ONCE SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER PER YEAR. CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. - ` . •'. 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS 1 - 1, REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. -' - - -' 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER `' TrPE III snT PEACE c G DEBRIS FROM MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY LINE. TYPE IV SILT FENCE B. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER _( DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR c PIPING ON OR ADJACENT TO SITE. J /- -- 9. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. - � ' " "' 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX NO.. 102. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF HAY " 1 BARRIERS. r I i 12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT BARRIERS. SILT FENCE PPPLICATIN,vs `"' V/L'" 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ✓ I'llo, nvN SILT FENCES ENGINEER OR BY REGULATORY AGENCIES. cs rav Sur ro ccs IC FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR HAY BALES, UNTIL THE UMEROCK BASE 15 FINISHED AND PRIMED. 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN ALONG WITH A COPY OF THE NPDES NOTICE OF INTENT POSTED IN A VISIBLE LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES. O TEMPORARY EROSION AND SEDIMENT CONTROL 16. "CONTRACTOR IS REQUIRED BY NPDES TO KEEP A LOG ON SITE FOR THE SOIL EROSION AND SEDIMENT CONTROL MEASURES NTS INDICATED ON THE PLAN THE LOG SHALL CONTAIN DATES FOR • R N YPE D LOCATION DATA OF CONTROL INSTALLED CURRENT CONDITION CORRECTIVE ACTION 0.0. Cvde: C = Good N - Marginal, needs mdd-. or r.ple.-1 som P = Poor, needs immediate maintenance or replacement C = Needs to be cleaned 0 = ott" 0.0. Cvde: C = Good N - Marginal, needs mdd-. or r.ple.-1 som P = Poor, needs immediate maintenance or replacement C = Needs to be cleaned 0 = ott" r� Llt -E Rf17,11�� CONTRACTOR(S) AND SUBCONTRACTOR(S) THAT IMPLEMENT ANY PART OF TH EROSION/POLLUTION CONTROL MEASURES REQUIRED BY THE NPDES PERMIT SHALL SIGN BELOW: "I ce Hify under penalty of law that I understand, and shall comply with, the terms and conditions of the Slate of Florida Generic Permit for Slormwoter Olechc,ge from large and Small Construction Activities and this Stormwoter Pollution Prevention Plon prepared thereunder." Noma 1 Tina I Compeny Nama, Add,- & phone numbv I Octa OWNEWAGENT CERTIFICATIONS: 1 HAVE REVIEWED THIS PLAN AND AGREE TO COMPLY WITH THE REQUIREMENTS SHOWN HEREON. OWNER/AUTHORI2ED REPRESENTATIVE Dote INSTALLATION OF CONTROL MEASURES, MAJOR SITE CONSTRUCTION ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY BASIS AND INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1/2" OR GREATER'. 17. THE CONTRACTOR IS REQUIRED TO SUBMIT A NOTICE OF SIDEWALK TERMINATION TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL - PROTECTION UPON THE COMPLETION OF CONSTRUCTION. 18. CONTRACTOR SHALL RETAIN ALL RECORDS FOR A PERIOD OF THREE YEARS FOLLOWING THE NOTICE OF TERMINATION. q '-CURB & GUTTER 19. NON STORMWATER DISCHARGES SUCH AS FIRE HYDRANT FLUSHING, ETC SHALL BE DISCHARGED TO EXISTING UNDERGROUND STORMWATER FACILITY OR ON SITE RETENTION POND. REFILLED COMPOST FILTER SOCK 20. ANY POTENTIALLY HAZARDOUS CHEMICALS BROUGHT ONTO THE JOB SITE WILL BE LIMITED AND KEPT IN ORIGINAL CONTAINER WITH E MSDS LABEL. COMPLETED INLET 21. NO SILT SHALL BE TRACKED ONTO PUBLIC ROADWAYS. ANY SILT PUBLIC ROADWAYS SHALL BE REMOVED BY THE ETHE 4 O ENDOOF WORK NTS TOTAL AREA DISTURBED UNDISNRBED IMPERV10U5 PERVIOUS (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) (AC) AREA (AC) AREA (AC) AREA (AC) AREA (AC) 3B91876 377,460 12,416 253,702 136,174 8.95 8.66 0.29 5.82 3.13 CALL 48 HOURS BEFORE YOU BIG It's the Lawl 1-800-432-47771� d� SUNSHINE STATE ONE CALL Of B.Ofi-, INC. O SRRRIoS E/JGfNEERINCr, LLQ. ulu»iw � loon i,ul A SNXXASI�la3 ,Ld2 W K•Ge Q O: Z TITLE: SWPP / EROSION CONTROLPLAN TROT AIANAOER: DATE: EP 09/18/2l DIiAWN BY: I SHEET NO.: PERMITk I YRQIECI'No.: � LS201 8-010 18-009 FOR 1 (3) 6" WHITE CHEVRONS EQUALLY —SPACED PER AISLE / WHITE HANDICAP SYMBOL (3' OR 5' HIGH) SINGLE WHITE 6' STRIPE (INSIDE PRIVATE 72' _EE PLA PROPERTY 4" STRIPE) , VlHITE �3 6" 1p 5' 12' NOTE: FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACCESSIBILITY AISLE SHALL NOT EXCEED 1;50 SLOPE IN ANY DIRECTION. SEE PLAN FOR STYLE OF HANDICAP RAMP HANDICAP STRIPING SHALL CONFORM TO TXOOT STANDARDS (LATEST EDITION) O HANDICAP STRIPING NTS NOTES: I. ALL LETTERS ARE I' SERIES 'C" PER MUTOO. 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORI2ED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HALE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND VAIN BLACK OPAQUE LEGEND & BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT & ORDINANCE NUMBER. 5. ONE()) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLED HEIGHT OF 9ON SHALL BE IN ACCORDANCE WTH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 7. SIGN MAY BE MOUNTED ON BUILDING/WALL, AT MAY HEIGHT, IF ALIGNED WTHIN 12' OF CENTER OF PARKING SPACE. O HANDICAP SIGN NTS CONT. 14 BAR IN B' CMV BOND 13' 4°:7 � BEAM (lYP). 12'-0" B4IE5:. 2'-0' .SEE SITE PLAN FOR LOCATION OF DUMPSTER &UPS "' TO DRIVEWAY SLOPE 1/4' g 5 BARS 1' 10N111111 CONCRETE'S PAD AND GATES. PER FT 0 i6' 4,000 PB NMAMDM A S. BOLLMos Fl�ER r�INFJ SPUT FACE BLOC( TO MATCH BUILDING TRASH ENCLOSURE WALL- SEE STRUCTURAL DETAIL r 5. "� 5 BARS LLA.a EXPANSION JTaI/2" q.A ® 16' e' SPUT-FACE BLOCK I'REINFDRCED CONCRETE •< del \� WALL (FILL ALL CELLS) 4000 P51 MINIMUM , (FIBER RBNF.) , IV A 7' REINFORCED CONCRETE APRON 1 4.000 PS MINIMUM (FIBER REIF) J) (T BARS CORE. 1-0 R FREE -DRAINING UNDERNEATH CONCRETE O C (TTP.) �TO COMPACTED SUBGRADE DIRECTLY OR STABILIZE GUBBAS ) TO 98R DENSITY (NO UMEROO( OR STABN2E SUBBASE) NOTE: CONCRETE AND SUBGRADE PLACEMENT IS TO BE IN ACCORDANCE TO SPECIFICATIONS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL S DUMPSTER PADAIIALL INVESTIGATION REPORT BY TERRACON, INC. CONTRACTOR SHALL COORDINATE NTS TESTING OF CONCRETE PAVEMENT WITH THE SOIL TESTING COMPANY. FIN. GRADE CROWN CONCRETE 6 DIA. STD. PIPE FILL W/ CONIC. TO APPRO%. WE. 6' Of 150 LEIS. 7/8" DIA. HOLE +j'-g PAINT SAFETY YELLOW FIN. GRADE OR TOP OF PAVEMENT. O r4" I I CONCRETE FOOTING 18"-3/4" STEEL 12 I ROD u NOTE: CONCRETE SHALL BE 3,500 PSI 28 DAY STRENGTH DIA. O WHEEL STOP 1p BOLLARD NTS NTS EDGE OF Y 2 35 DOME PATTERN SHALL BE IN -LINE DETECTABLE WITH DIRECTION OF TRAVEL NOTE: WARNING 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1:12 AND CROSS SLOPE SHALL BE 0.02 OR FLATTER. }4 0 TRUNCATED DOME 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED (SEE DETAIL) BY TEXTURING OR APPLYING A TRUNCATED DOME MATERIAL IN CONFORMANCE WITH THE U.S. DEPARTMENT OF JUSTICE A.D.A. 0 0 STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY N GUIDELINES, SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO 0 0 0 HAVE DETECTABLE WARNINGS. 0 0 0 3. WHERE A CURB RAMP I5 CONSTRUCTED WITHIN AN EXISTING 0 G CURB, CURB AND GUTTER AND/OR SIDEWALK, THE EXISTING PLAN VIEW CURB OR CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB AND GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION 0.9" SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING _ SECTION OF SIDEWALK IS LESS THAN 5'. NTEGRAL DOME 4. WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE CONSTRUCTED WITH MATERIALS OTHER THAN STANDARD CLASS I PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH SECTION 522 OF THE SPECIFICATIONS, THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS TRUNCATED DOME THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK -ON -LIGHT OR LIGHT -ON -DARK. (SAFETY YELLOW OR BRICK RED) 14 DETECTABLE WARNING 5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC. (ARMOR TILE) OLYMPIC TOWERS, 300 PEARL STREET, SUITE 200, 3000 PS (MIN.) CONCRETE NTS BUFFALO, NY 14202. PHONE: (800) 682-2525 - D NL i' I SOLID WHITE TRAFFIC PAINT 12" 12" _. (TYPICAL) O PAVEMENT MARKINGS NTS (aianl. LcawnE Mn1 FAIr PAWYN1T � �91&'R ��C9aAClED &rnu1 A A PwR /- 1 3oMI 11,P NOTFS�NERAL ANINDEX Hm Rz PS IN 11— IO 1EASrll Po5TA _ ("Al - 1:14), 1111 PE OF RAMP AND „ wAu N, ATUI' TIAN A 6 SIDEWALK HANDICAP RAMP ]000 P9 (MW, CONffiETE NTS sE R—NIS HA .1. SIDEWALK ASTM A53 SCH. 40 STEEL PIPE 60 mm O.D. z 4 mm WALL (2 3/8" O.D. x 5/32- WALL) 245-635 IN. E F: m SERFAGE FLANGE o N n MOUNT GROUND LEVEL LENGTH RELATED TO SPACE INSTALLATION -PIPE SET INTO SEE BELOW A 450 mm (18') DEEP HOLE RACK TYPE 3 (4 SPACES) 8ACKFILLED WITH CONCRETE SECURED WITH ANCHOR MOUNT CONCRETE, CLASS A (ITEM 403) E E r, ANCHOR MOUNT E E I. 300 mm I. EM M 5 SPACES, LENGTH=1.4-1.7m (55-687 O BIKE RACK NTS 11mroffi -------------- 1/2-EXP. JOINT - PAVEMENT (GONG. PVMT.) ONT FILLER NOTES: (CONIC. PVMT.) 1. COST OF 2-#4 BARS (CONT.) SHALL BE INCLUDED. 2. PROVIDE 2-#6 SMOOTH BARS W/ EXPANSION CAPS AT EACH EXPANSION JOINT, 20'-0' O.C. MAX. 6" 6, 3. CONTRACTION JOINTS - CONTRACTION JOINTS SHALL BE PLACED AT EQUAL SPACES (1 0' MAX.) BETWEEN NORMAL SUBGRADE EXPANSION JOINTS. CONTRACTION JOINTS SHALL BE SAW CUT IN THE UPPER 113 OF CURB AND GUTTER WITHIN 24 HOURS OF PLACEMENT. 4. ENDS OF VERTICAL CURB SHALL TRANSITION FROM FULL TO ZERO HEIGHTS IN 3 FEET. - PLAN SYMBOL 11 MONOLITHIC CURB AND SIDEWALK 12 6" VERTICAL CURB 3,500 PSI (MIN.) NTS 3,500 PSI (MIN.) NTS TYPICAL PAVEMENT SECTMI TYPICAL PAVEMENT SECTION 1 1/2 INCH TYPE S-111 ASPHALT SURFACE COURSE Q 1-1/2 INCH ASPHALT SURFACE COURSE (TYPE S-III) Q6 INCH LIMEROCK BASE COURSE (LBR = 100) zi� 1 INCH ASPHALT BINDER COURSE 12 INCH STABILIZED SUB -BASE COURSE (LBR = 40) A 8 INCH LIMEROCK BASE COURSE (LBR = 100) Qq GRASS AREA 4Q 12 INCH STABILIZED SUB -BASE COURSE (LBR = 40) QSIDEWALK Q GRASS AREA Q6'VERTICAL CURB Q SIDEWALK Qj NOTE: PLACEMENT, DENSITY, AND MOISTURE CONTENT OF PAVEMENT, AND 6'VERTICAL CURB SUBGRADE MATERIAL IS TO BE IN ACCORDANCE WITH SPECIFICATIONS AND NOTE: PLACEMENT, DENSITY, AND MOISTURE CONTENT OF PAVEMENT, AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT SUBGRADE MATERIAL IS IT BE IN ACCORDANCE WITH SPECIFICATIONS AND BY TMETER N, INC. CONTRACTOR SHALL COORDINATE TESTING OF THESE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT BY PARAMETERS WITH THE SOIL TESTING COMPANY. TERRACON, INC. CONTRACTOR SHALL COORDINATE TESTING OF THESE PARAMETERS WITH THE SOIL TESTING COMPANY. PARKING DRIVEWAY PARKING PARKING DRIVEWAY PARKING DRIVE �._ DRIVE j b...I d 5 3 2 3 ,4.. 15 LIGHT DUTY PAVEMENT SECTION 16 HE, DUTY PAVEMENT SECTION NTS NTS 9 R1-1, 9GA SHEET METAL BOLTED TO POST - PAINT BACKGROUND ® RED, LETTERS AND BORDER WHITE. FA RR/OS (FDOT INDEX HEED & 11861) ENGINEERINCx, LLC. IN ru L m) z o n-+s- z r STEEL POST Y A �,j A FINISHED GRADE IHI II 1/2" BIT. EXP. U.11 JOINT (TYP.) CONCRETE BASE O STOP SIGN NTS NEW 4" CONIC. WALK W/ NOTE: EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE WALK INTERSECTIONS, AT ALL DOOR OPENINGS AND AT 12' O.C. MAXIMUM. EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL BE SET 1/8" BELOW TOP OF WALK. SCORE MARK (I- DEPTH) SHALL BE 4' (MAX.) O.C. Og CONCRETE SIDEWALK 3,500 PSI (MIN) NIS NOTE 1: REFERENCE FOOT INDEX 304, 5' X 5' LEVEL PAGE 1, GENERAL AND DESIGN NOTES LANDING AT TOP OF FOR RAMPS IN R.O.W. RAMP GRASS AREA �Q�-••Y4 � 6;LJT � a :O> z rn�•y. a NOTE 2: CONSTRUCT RAMP TO LEAST POSSIBLE SLOPE (MAX = 1:12). CROSS SLOPE OF RAMP AND LANDING SHALL NOT OF 1:50. NOTE 3: RAMP GREATER THAN A 6" RISE REQUIRES HANDRAILS. 6' RAMP 1:12 SLOPE MAX 2' DETECTABLE WARNING I� (REFER TO DETAIL) 3'M!k OMIT JOINTS M ON CURB 6" TRANSITION RAMPS 2' DETECTABLE WARNING 14 13 DRIVEWAY CORNER RAMP 3000 PSI (MIN.) CONCRETE NTS d' W PAVEMENT BASE TnT.H:: 12" 1 ' 12" STABILIZED SUBGRADE COMPACTED 5UBGRADE 17 RIBBON CURB (3,500 PSI (MIN) NTS DETAILS SHEET PROD MANAGER: DA'i E: EP 09/18/2018 DRAWN BY: SHEETNO.; ET 6ROJE: fN N.T.S. PERMIT# PROJECT NO, LS2018-010 18-009 R;rv1 �77 Dt=an Fat / / - FRAME & SOLID LID. NEENAH NO R-1974-A (ROUND) OR APPROVED EQUAL. WITH CLEAR OPENING EQUAL TO PIPE I.D.--r PVC/HDPE Restraint Table h4 'omen Length (FT) to be Resuened an each s da of Pigmg(s) Fittings Pipe Size 4' 6' 6' 10- fY 16' 90' Bend 16 24 32 36 44 55 45°Bend 10 10 13 i6 16 23 22 1/2' Bend 10 10 10 10 10 11 11 1/4' Bentl 10 10 10 10 10 10 Plug or Branch of Tee 30 47 64 01 96 133 D.LP. Restraint Table Mxlimum Length DM le be Restrained be Eacin Skie of Fitting(.) FiOags Pipe S- 4' 6• e' 10' 12' 16' 9W Bond i 15 21 27 32 37 47 45'Bend 7 5 11 13 16 20 2212' Bend 5 5 6 7 6 10 111f4`Band 5 5 5 5 5 6 Plug or Branch of Tee 30 47 64 61 96 133 1 Rock Beeemy (see Notes 2 arw 61 - i FINISHED PAVEMENT TROKL-FINISH NDTES: / " NMERE REQUIRED WISHED GRADE T 1M resv d�,a W IM'fteava� r Na men mum D gn ea haN M pon 'bu for f 'ng f Id -t- , NOTES Un isNNed Earth I and male aG stmenis 'ngty. 1 _ bresponsiAA-lwmm�rfrtnengrfinid Re a 2. Abrii 1h-re.h.l Mss. 'a M'raletl ]. Ab- it length to,hung is Uan alueres Oxs:gn -me,�ailtbe mwlucns Dameler -utetl continuous pipe great,, value pmvWetl M"Resbercll Tab!e above. aM makes u tl ly 2. Nl fit4lgss aU M1ave resirm'ned jIXnts unless oNerverse ilgiulM. 'p See Nole3 12" CONCRETE 4. Where Mowmore fittings areieN lM'me. use gmalesl resnainl length l« ]. No resbainis requeed if mnlmuous pipe largih is greater Nan value COLLAR 6" THICK - S. ForiM ne valves nntl lhmugM1 lvn oflees: outside Emits of resinined loots PloNded'm'Reslreinl Table'ebave. 4. Nihera fxn or more,ling. am laidiMina,uw g....resbalnllmgth for NOTES: 45' BEND �� been-11.gs need not bo msiminad unless olMfniso lrM+mtetl. 6. LengUrs shoAn in Ne table luAraM nmivlatetl in ecwNanm xiN Na promtl«es autlmed in Thmsl Resvainl Design for Oudile Iron Pipe'es Wye' 5. Far in -Lae wlves:uM Nmugh mn of lees: outside (mils of resimined Totals I. Pipe bed6rg mnl„ial,M Vents bazkUil slaty be stied common (daan)Uli mmpaUetl to 95"A(gII%in matlwayl al Ure maximum densilyazper WNisMN by DIPRA, xiN NO Ip!bwing assumptions: horn oUrtrfifliysneetl rot be resbal-0unless pthemise indiwled. 6. LengUcs shmvn in lM 4aMe Mva Caen mlwlate0 in ecmNenm xiN the AASHTO T0.o. W. Preewre: 150 P51 pmcetl«es ou D- m ihmsl Restra'ml Design Iw Duclae Iron Pipe' as 2. Contmdor shall inslan wsned rok(or e9uiralenl bedtling maledaH xhere p ticesrrolpmve supp«I (y'elde orpWsllcl. Depth al SENER SWI Oesignallon: SA1 (51!ly sand, Sand Sal Mix.) publsM1M by DIPRA, xiIM1lM rp!!nxinq-11m 1 ns'. 113'. malwial shallMeminknum at fi',wes needed, to provide nomyi,krng -Iilu _ Laying Cond4ions:5 Working Pressure: 150 PSI support for the W W" Ail unsuiVible materul sM1eli be mmove-0 Imm type -,m less,dal ions area Ue Ony. g un P Pmwts 7. Far Ines not lnduded in the Reslrelnl Tnblo or Pipes pipe mnlerlai rwl Sail Des!gnatbn: II (Bitty SaM,SandSili Ilia.) Laying CaMilrons: 5 s- be i 3. Exmvaled Vench vridlh al pipe M1nu i shad be sulfim'enl in size Iw Mulich of pipefor Apes mmpaclion,In sn-E nogrua,pip-ni5"on-eb,, 1Y1T 45 BEND p1p. g to given mntlitbns, tle ii,e engineer shall determine entl sWdty plpa kngNs xhitlr shallbeappmretl by the City. 7 _ setl in pot use values gNm In parenNeses or e, loss Nan 24'In diameter (24'lor pipes 24'in diameterwgrealw.) 4. 1"O'be in.11 M Wril.",n bench 1, fiiann Wdwn. 5. Pi W line shall be insWtletl xiN boll Afn«J toting upgrade. bUh 15een o, inner ase Uie Bison value y 6. For p!pe s¢es not lnUudetl in the fteshainl Table «pipe malerlal not adhering le.1 mntlNans, design engineshalltlolermina and speclly mvil 6. Gy ¢ev:er shall have. 6'mlMmum cock bed. pgeiengths xhlcM1 shall ba approved by thes Cily. O PIPE BEDDING AND TRENCH O CLEANOUT O RESTRAINED PIPE TABLE O4 DUCTILE IRON PIPE RESTAINT TABLE NTS NTS NTS NTS. Derna CITY OF OCOEE DerAIL CITY OF OCOEE DETAa CITY OF OCOEE NO, CONSTRUCTION DETAILS NO. CONSTRUCTION DETAILS NO. CONSTRUCTION DETAILS UT101 UT104 UT105 Ductile Iron Pipe Pipe Bedding and Trench Restrained Pipe Table Restraint Table DATE: Jan. 2016 SCALE: n/a DATE: Jan. 2016 SCALE: We DATE: Jan 2015 SCALE: Na .o anxnna ewer, now.., rs,naw Tmabn,al "rh rMyM1M pradd g' �� a�Hea6eaH '��< ta'gtnlprrran post V.W. in Pavement Area ""m bfOnzo dux _nlHarwl NTS. Dena Pu awnwe0 m wnoetn patl. 3 Bar IG'DiamaMm M � aM1"e ensr ere cowren 6' �, wrwcae p.M. 1re"cn`°dw SL Size vi Racoon. �J C�Tpaae T-% Serrv:Wdz+. RaGro',r A Sanaary pv.bTr: pvadm brgen ands of Tums T De. Brcme Doc 3' Da. Bmrssa Disc Valve In Non Pa -ant Area N.T.S. -a"- TAPE MOTPY. f. B.rcnu'aCea+Srvrizr Qnc �Jawbe„�^.osM fen aL va`r,s as rqu+ed Cy dre Cif,. 2 EtaG s3 yesfae d'x21. 1 s"Isaybeaq�o-.SM6c Ciq. 3. Yaire w9a•Stew 6a ZG'xY1'r6'AaL xe Cs a�C� ad JS'a A6r Gab aher 4. l:acesslw w[ar s6a!ICaKrA25AP51m-rww-ure�Rdrls. 5. Va4rsGm 4cp aM cdta S!'a4 de esen web wd. z�Cn 4r�9Ya^s?era�d eva+5 O VALVE COLLAR NTS DETAIL CITY OF OCOEE No CONSTIR DETALS UTID7 Val cDaar DATE Dec. 21315 SCALE- n Cass Section pia THHN Tmdng- / Tope) Pyre. T-S-- NOTES: t. AN ppe YaHi luae U+e"rafataFm cleig BNiai sry:s £-�.i-gz�, �L==dtleteCm sri c�'x �tsg �iw-s. e+.M1 2 i2e"rjwra 5ql. be",c-. °u-cYt`f a6T+e Ye trarsena «�aabz ed¢ae 4� 3 ETd;s)44'`R [ov5' ^ZJ aze s3a0GsvA:tA rsPe arbeac.2mtlii PxaSrrg av�'a95-..�wre ae.zctamlkamcW [ci WIT n,e�d n nar�,tl 1z,-ar�rnsm awe �N �. 4. Ld�s ary�wed h/Pre Lry. c"uYmTi"9'�'-"idea. Jf�sp�CT�a 5 And->a;a. dfnvY s.®ursv«d^a'a-T=.aredr-mn'c'ep as.�.-.e are Ysa'.l �-^.anm be trCai s^e PrX d-*-Tr3img^al'ffirri. ah ztenxa.+m �rr�'vnas�5a as �serc�"m� Gtly�iO�d 'i131T=nK rU.Aev Sa�a.�4 O PIPE LOCATING WIRE NITS CITY OF OCOEE CONS7WCTIDtd DETAILS ------llml«ba¢,a on I sea Npt z r Ian«ing t. Ceb-'sha!I M per Ne Ametimn Water Works As-tlon. 2. 1-0-ng shall be a m nlmum o13r9' In Might entl shall M be taring up n'hen the p pe is I `--d. 3. Lelleriry must be pannanenlly Imbeddetl Into pie plpelma n not painted w sienuled. 4. Lellenrg shall ba 1-teslln,l llo pipe/maln color. Pipe Marking ILeNedn N.T S. D.a-,retn=ma*.d lnr lYraa f3} 6' TSYS almvg f>p � ta'.h ¢ales d IW 1eu rA pp, N'am T- IN TS, WARNPIG TAPE NOTES: 1. T�er_ses s*yu hew a flsn as mvnp'pe m'v. Y Tapel�'.g sfi �m�t"m M'ej3'aAhroga3v -1Ye O PIPE IDENTIFICATION & WARNING TAPE NTS CITY OF OCOEE CONSTRUCTION DETAILS (9 BARRIOS ENGINEERfNG, LLC. A -Ail.h TITLE: DETAILS SHEET 11ROI MAN.5GER: DATE: EP 09/18'2018 DIIAWN BY: SHLLI NO, ET SALE. N.T.S. C5.1 PERMIT# PROIPcINo: LS2018-010 18-009 Ieu1 ernes z Ii rwRhu wary -em ' ztOnwU scst wuv NOTES: 1. As pipe shell be inslalkG vnth p to THNN solitl nipper baong wire. Tmong must be Inslolletl 2. Ttla1 above,,e pipe inmnW tlrarn. mahg wire shall ell cover mein, pipe ( , brvnMes iMutlirgl hytlmnts)one 3. Tratlng wmlm shall extend o minimum of 12" above 91.d. al req- mtenals antl/or valve lids. 4. Tmdnp wire ¢hall be roiled end plamtl M e valve box etltl shall Oe easny Ele. s. Ndeade , ofmv!ns,piWontlbt seMm,the Vvdn9 vim Shan bo Praced In a properly Itlentinee PVC valve box. O TRACING WIRE LOCATION NTS DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT112 Tracing Wire Location DATE: Fah. 2016 SCALE: Na Trench Limlls iB II \� �F. //j �\� W4 Rals al arountl . \\(Afinlmum 2'mveraga o i rounG p W end mnaate. �.I re' M!n!mum(Typ,I I-r Na mtls lndudng nuts end washers / (Sea SCMdUIv Be ow) C 4'x4'x 1/2' � --I r-Hechanical Jo nts 8earag Plato (Typ i r ono ae E¢namd RlG Untls(wbetl Earth E Be oes In (a'p M'mMry ) S e rh tl miss 1"12'PVC SNeve 3 Cdae+ for pµre Oedd�g regavemants SmeiR se el Dilrmnsmns and Malenals P" Dmsmvoru T. Rods We -INC"4' a Za' as fi.a 15' 14' 6 2G aG 6.a 35' Y'4 0 ds'eeae� NOTES: iPeda Emrvxl rotor ¢'YaI W,yG aIlsvaA Era 3a syavaJ ex30au-¢s aeE moat 6e aPPaxG q ve troy. 2 ydERrird sh t as %ys=a J Sy rlre e. g 3. tA�man m5s .s�+baz2rete 5aatttc 3,f{oa P51 Q2a Ears. A- 65hFrBG isLYl. sdcm9arScn s.�IGe as �aaied �zfaentTa Paroda-tl 5. Afll yaaa..,�..s 5'ue s�>amraE ts`nmbs�l 6 Cam:€am Wave allos�za ssi �anyq eeyera^-ffm �asv �.6ed a'e1:r.� sy"`adie9W-'Iva, e�.e 8"'-tan ss*ealy' J "5".•3l5ztms kn a;+y^:sra sy+�aa'Ehs''-T �s Vie cede C"SNta ¢r.3 das5m'.^ur5� 12 UTILITY MAINS THRUST COLLAR NTS DETAIL CITY OF OCOEE ND_ C079STRUCTCM DETAILS UT115 LNT4y D6auPs Th-c tar DATE Aaar.2DI6 Pipes/Mains Separation Requirement Table PomGe Redarmetl San lary Sewer Storm Sexer HorN Vert Hartz Verl Honz Vert Horrz. Vert Potable 3' 12' 6' 12' ( 3' /2' Redaimetl 3' 12' 3' 12' 3' 12' San!mry Sew 6' 12' 3' 12' 3' 12" Storm Sevrer 3' 12' 3' 12° NOTES: 1. The fable rep resents the Mli i,t,-'on requirements4( Cj, m F,0 E P, rvles of,,e Flwitla Atlminislrativa Cotle fi2-555.3141FA C.). These separationrequn "li shall apply beMenn ncMy proposetl uldiry Imes mM 'sting or Proposetl u,iliry Eras. 2, e Wmose of IM1is N M byf` a wales 10. mean unmsldtletl public water as tlefinetl by FAC. 1]�610. O,,er types of redaimetl water, not healetl to Wblk mnla llevels, shall be conSMeretl rmv sewago, antl,,e separation list Iw san'nary sevrer shall opply. 3. Nlematise water, such as sloml water useO fa lmgatlon. shall be mnzieetetl rerla!metl water 6 separationrequ!remenls. 4. Ppe ¢eparagon tlisbnce povitletl above shall neon Nit horizontal antl/or verliml dislanm measuretl for Ne oulsitla tlimension of each pipelmaln, 5. Concrete enrvsetl pipes/mains shell use ate separaton of O.1 P. 6. lM1Tere Mnimum vertimt sepamlbn from Wlab!e watercanrrol he echievetl,,,e e al ana ran lengm (zo'I ar D.LP. mnterea at,,a crossing ¢non ba pannls5ible. ]. An utllihes shall bo ln5lallM with 36'of rover over tha loP of pipe. Cover shall be uretl wi,, mnent or future gentling to ensure the 36' wvemge. 0. No potable v;aler pipe may pass,,lough a sanitary sewer-j-1. Penetration ,,rough ¢loml sewer must be approvetl by,,e City antl Is subject to -- PIPES/ mntlltions atW mntahals. OMAINS SEPARATION REQUIREMENT TABLE NTS DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT113 Pipes/Mains Se paration Requirement Table DATE: Feb. 2016 SCALE: n/a 6eo Manhole Connection DeleN Oulsltl0000l Invert Benrlr J UT201 Manh! I 1 I tle of FI ntwle Pre-Mardetl Pl s a Jo'n ng :: Jwnl3eale h Sudacesla bo �', / / Protective Wrapper Pro -Pr metl Ir�l RYem J� low moon to bo smoothy IAarml lM1lcJ 1 , Iopetl in No tlireWan of Ba e l ,, dmrmel wall Joint SeNon ' VJwlg ppe Eameter tenon 3 c6on IAanlmte Rirg enG ` I.Eonar m ftmg Cover Sce NUe 0 fro S sting Cover � Atljust fma) carver grate Con.�wilh 2lo4 mmse5d S Nefe4 bnck Bihanvrmrs 1CaN Tar) Cast lr08atM1lmrdo aM� oaumemwals 4" '.. 5' Inved BS+mM1btNae quaEen NegMINppe � ysbp5d 112b 1) bit-ve"Fr., Rod Beddag4Tilxk En�Ery 9" Beyma .... �e' R9trt. Raa1T� , NOTES: NxanMk n 1. Thu dame 8s fro-inp*aces.aMard oral rerehblg sacmysewar manllate5. 2 Sao main sees--Rrsg m Ore manhd. shall -,a ft. 6 m 2a' in It.-acr and rxi lase Pse, T ham f� d baimm t . Al rater sees"I rergme sepaate d�gn and appm.2f 3. Aa i 1a'es W,ere . y iaval:mo Nre r>aesRa2e exceeds I shall rear-uc a mcP .ecs (Saedame1TT�i11} 4. 64an1uAa QsreYasg antl rarer be a omstafac4. CarRe tmss¢'mn shall range ',te-c"m36". CmacaSw'z - 5lwl vepuve wrtleas appmxal0yEFClaq. 5 R 'ro�g.fw�,,a'nf mrasecleda JCrrgl m�rrahrile sfiatl t:e rsrrtn,��by ln�ti sro&r f l ex AAA irc.-er al 5Db 9113 mff- m vsd 1. 6 Bee- 5ha11 toe.m be mcmm+2fi 6rtsi,r+ser 7.R!s� 3av-cea�ada-c Ta.sh�gsRI befms'Arnmrbll Utivars67. be fl kfa#a0a saasm9na�sel f'X'�u a29 nsa'Ytaes9epaaA slsm'_+J �sH� 91 aJ3t1 Ac uatl 3"sa>. ,�1�-5¢�,��i�,a��di,�.�a-arad,;�>;�,I�l1��d 13 SANITARY SEWER MANHOLE NTS "Yt I I E4aa¢R,PJ Fufl En�umenf Cross section eamar Pipe ream taa- t0'-o' 3'rAmhnum . Sand Cush'on Water 0lain� or Transverse Sedlon NOTES: 1, use enresemenl wnere.emml deamnce heMmenwater math ens sewer la Tess then 12". Dudav Iron pip, maybe uses,,lieu of mnuete enmsemenl at dower Zino dossing xi,, a tang,, of pipe mnleretl et IM1e Winl of rmssings, so as to lorata joints el a mnxlmum dislanm Imm Ihv savior lino 10 UTILITY CROSSING CONCRETE ENCASEMENT NTS DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS UT114 Utility Crossing Concrete Encasement DATE: Am. 2016 SCALE: Na 25 314 1 •(F�SI\\Ills � jr So11omH II ICaver� Cover _J USF 1300 A9 IA Cmer 31 I o� ZT Flush Ring Sect on ction USF 1300Iling Ring Se USF 230 Rrg VM ES lr�nhde rvmq - lvrtxra rSRiml �ftW 0 - - swcwreeas±aw 1( Ironlx-el rq�\. ii`\. Flush NOIE3: ], i33ae ld.3sd OoaNaC eaz6a{aced m+rn:s Slx.S rmlax l6agrea antl xeaysg ra:Res rzs. PN_s m Ur 2a21m 93-13^tl f'fv'g a?9 Cc.� Ds2b b tyyy¢el r�ystles. 2 Fcrs.�'rv3�su c-,2e°ePa.'�.?mnalSFf�^a, sae'F;v4s ".-cr�re 3 H-:d;Rall-srolErtl:CtyYtv�rumiirg AASHIO M114-fra'eWf 3 Ida:..'s..><3 J f' dv Ire t5rtfreo zip Y:Cs m Omrv_' E53•). 5=_aer tdg.G>sll ab F'ar�i"'-amaoe a. 'z fb saltmre ten;F)'aios3 s+si Ax'a. 5 k°wTMee2 rz'82*e[tnna5 (mtirs3➢az ra.,^"i�2. a.'zr`v4 s`•�ler. .Ain fry 14 LARGE &RECEIVING MANHOLE RING AND DOUBLE COVER NTS DETA'11 � crTv of OCOEE Td®- Cflh1STRUCT)Oh7 DETAILS UT2D3 � iameB RacewTng ' Ring a.11®I3oi311e Cca•er DATA Fffi 2D16 SCALE, We ry gRRRIOS ENGINEERING, LLC. lv it PNUVG �on2cs2alaC FntlClla-¢v+ese CUAIL. rb.m .. upM1.mFani.�s:mn p F O Q'.•• '. i9 �i 1..� m�'r,JQ' Q =C•W Q O:Z` o z° m '�yy�ili IPRO�\\\ o DETAILS SHEET DRAWN BY: I SHE[T NO.: siAN.T.S. IIERMIT# raaecr No: LS201 R-DID 18-009 a (0!" 2205. 0 BA�xloS ENG(NEEIZlNG, LLC. s m:unu' nceNue vafza ubvt. re, ... ,r ra,M1.m,,,.ree� - tat tine 4Vye l":�8+artlr� Varzs se«ar rum° "sae vu:s 5`e M� o g I;^ I HvamN Opemdng NN iz2-I/2" % 2-1/2° X 4° F.D.C. Ckanosn }Pmpedv tme\^'/\ii�\ \ZT / (U L./F.tA.) PATH POLISHED CHROME PLATED BODY AND AC anq Nul rare.\,� An.11 eon �Faang Street POLISHED CHROME TRIM wwre wy.J� 'gam bO% ts-M� aw.e POLISHED CHROME PIPE y vane box ehan ran on Mnana,m e•cleam P;nsned cmae SLEEVE YAl}i SIGN AS Plan View �. Adiuevxni Rmg b«umg end. not°° eelween P.,ened REQUIRED BY CODE Iva«pipsz1d sbs1 Gentle entl aNlom of Val Cella Verse be centered on NusslBo,t r(5 lfi 00) ) Frcmea Gentle - I opxabYg nuv / .2 r. GRADE Sw T°rerMnamepm �/�L � a A 16'o Mi1!mum RYP) / (J�s Camprcled � / !dJ li)tlsent / ..,Dn 24" Anchoring Tee 7 s (bee Nole a) L S•snm Read rm lRx%1 THRUST BLOCK CHECK VALVE / Resilientsealcata U.L./F.M. APPROVED aetlding 0°x Private Slarle Lateral Double Lateral pd6 RodJ (Sae.-i1 Yate To Home Right of Way To Home NOTES: Section View 1. PVC extensions shall not be u,ad on valve box. 2. The actuating nut for valves shall be no deeper then 24' from ultimate finished guide. 3, Where vale. out is more than 36' below grade, valve assembly NOTES: shell laded. center spacing suds or extaacl.n as approved by no City 1. Cleanoul (shown h.—d) shall be Innel,ed by the Wis. io amurdance "' standard plumbing code. 2. torale cleanouls as rise° tolbe D.'uylino as possible. 3. in.ri esrviwtruer.,sha,l not enter sower nwln as, -sprang line. 4. The mlnimum 1«mlna1 depth es required for house service Is 5. Service L.l.-snail be .minimum of e'1«aon-mslr.-I¢ren.h°s. in residenpal emus, eervice 1.lerris shall be. mIrloi-.14.1. the O rghW ,ray and Ihrn e" to the ¢ever mat°. 15 SERVICE LATERAL 16 VALVE BOX AND COVER 17 FIRE HYDRANT ASSEMBLY 1 g FIRE DEPARTMENT CONNECTION a NTS NITS NTS NTS DETAIL CITY OF OCOEE DETAIL CITY OF OCOEE DETAIL CITY OF OCOEE NO. CONSTRUCTION DETAILS NO• CONSTRUCTION DETAILS NO CONSTRUCTION DETAILS \xV11t !a /yI,/ v UT204 Service Lateral UT400 Valve Box and UT402 Fire Hydrant \�xN�$•,, ,,?�N �/ c Cover Assembly h 02,1il� DATE: Ni SCALE: n/a DATE: Mar. 2016 SCALE: .1. DATE: Feb. 2016 SCALE: nla------------------ vQ:w roQ O.Z. VI OJ> z /Llllllln �YV\ ease comoara, SmPI ) on NT.aenp A o101Vx ///--- z�J}(nII�7L{I / ISu NooJl uemam of ee nwn� Aeg ee D's1A•xYT Curb Slopsm namYed Vplphl EMs of Hmn }L_ UUU �J r T,: u s erarhq Was iuv°g J lYNsr 4 (e cl') a.—V¢r, wiN a-14«ar b�l<cler In Waloe Idesar leY Cly) 0«Ale M-,—xur... pwwcn Slsp a � rgs pmrmaAy ALYwAT open) LC Tbmatls Assxatry - CteIHM TreanPWve, Servze -_ aa`+°45' `Sc rx. PutYesM1szne Tu5.-.3. t• n�. a 1pvJte sr.�j Tawan Sc�.lias gO7E5: t AB?P.4rgs afi5f fie das3 wrt9 �+-pa�jar9laPevarledi¢'e- z rao e=m si 3 A9¢ae+evd Msgn�s*ae .wi..z-Bs wN6 emO swp (e}3')}«-g'e serves ab d:rM tmm db ttrbr}s IYWv Cc-d s¢tiv£S 4as. vo—sSv .m"mcN'MaQ s.lc,x+r,v-b,de1 4ma,cer.r,,. hesSY'.ram<tmAaaf.v�xrn�dx?a:.e£szrotee*a3csG:i.rs'eCi�sbctbadAareabndGmi`r-e:a6;f'sdm�}eu#^bwascrcw�o asar14yM1- .a 4n sPx tp*m h.�exa8 o. ' roam lava az^a+�a-.+s�.g cn,+.a-r xesa. c1)nA a +»ssx+�ev-sltlr~?J Wf?sasv*^1L)nasY 4 �attx imVr 55.ad �Si�iar Pr!a'a•'+�'aaTuaJPn>°.. sxdakl r '.: J Oq UTILITY SERVICE CONNECTION NTS 00"S"TROCT)CN DESAXS I,kler Bax (rarkrmed) Fd � / rVA a Mea 8 aCaryr EM p t J � CvznHasarro G srtPJ� YE_q�dCm PWe%ti'r.® pp End CZD Y&asa Ca>d NOTES: t- �DFa¢ aM Wbgs s1nA to seM1sdirs 415a"+'afss`-tl S?�I � xim thaeraaen YNvtgjceus e.�4 a�e+e �.x"a z. al Dy. aw rssgs shance:t ,a=av+c:y sar:aaros i« e:e aypl�xa �.;e. PTd� 3. Pwe re�rkr:; a*da be:n ram:'aros ailA C9y S:;wdad Ora tlflea. 19 BLOWOFF ASSEMBLY NTS 1YETAZL CITY OF OCOEE - COaSFdiUODDN DETA115 dJ74tii O'mv'aH essem ' ®ATE' F3 -- I 9GALE n R svanin9 CiaM aPf �Xr � ppE p{fe« f:t+ig Peote r) N MbHDPE EI l Stirvkss 5Aee1 livs6¢War5.y n I.sz»Stacrna RDre P 1 See ) Issa awls 5l E. gorEs: s. d&ea5u36e uscl r,anaanfae seats.-sN ' b�du4agv2nsz, ¢L�evs, AYvags«� 2. 1ba dNal a FinYed b ale use a^ 4' b tY roar.. 3. In ins a'�e dve[f+mra d/R rlmm nwsi Ca r3k!e Cy 4a�tixn'9 da f -4x o13rt meR mrR+a^.sr: Y%4db�eP� �r�1[ lm 6 Win-. 0- Aslaek z�s4a1�^a,5 renn.•e cn l£�4zrml ErAdl a-rscM1rrr '+n HWE a Iaei 5 Sgssi psc im rCa^-/jsma:a»3 ma'n �ses.'n�y:akd aKg.:•'ssi� aDsrorea area r:.*�•et pa,.r,e,sradg°�Aeier maa*v_ �®i.:� rear_: s+ns. ba � :+-mo � � mgq T•y'�t e. c�✓ba^._�.wia r+ma�iaere s^¢ai,�.a, Ems. ). rTar�r;n a•C �Ps im Ris Welala�RaI�,ii urarnrns a•.iM Rs4rMK+carrn�«-�.eta*cam�r C3,gdaRYs Zp DIRECTIONAL DRILL HDPE CONNECTION NTS DETAAL i CITY OF OCOEE rcao_ CON$7RVCT)OIA DETAILS DT4rD Dc-ecimn�IthIlI A6PYPE Co a.yrtm DATE 3:saa 201E 1 Scat c. O p� �1 Dw:l,ory Powers crN aamdanco n:N ¢ by dw r%Y pxa.ed Gafo Vam p Gene VNun Tes Cod lily-1 1Mea0( VryO° 12 RmM+eN IfYD,>RYP) q V s �l IrWJ _ Rogwrd) rrTT 12 Cwceles �r: T. 5erwrze P �J twslm[r-c's�T-✓-a>hc35r s4.�."[e mrc-vYJa �4or�"maH 21 REDUCED PRESSURE TITLE: DETAILS BACKFLOW PREVENTER SHEET NTS PRO)MANAGER: EP DATE: 09/18/2018 DET.L�� ND CITY OF OCOEE CCNMUCDDN DETAILS D111VIv BY. ET S}3EPI'NO.: F'sy]ucelgscrov- 'SCALE : Boet"Re. P— N.T.S. DSaTT= Ww_a 3 BCAlE ry PERMIT Yr PROJECTNO_: c LS2019-010 18-009 ROUND CORNERS PAVING/SOD STORM SEWER PIPE LENGTHS NOTED IN THE DRAWINGS REFLECT ONLY 2° F__s — - — — -1 THE PIPE ITSELF. WHERE A MITERED END SECTION IS INSTALLED ON SAID ' BRICK OR PRECAST NEENAH R-1660 SOLID VENT d PIPE, ITS ADDITIONAL PIPE LENGTH SHALL BE INCLUDED IN THE COST OF CONCRETE RINGS MANHOLE FRAME & C.O. GREASE TRAP FORMULA (FOR RESTAURANTS) THE MITERED END SECTION. COVER IN CONFORMACE NTH FLORIDA ADMINISTRATIVE CODE 1.5' R } ------ - " 64E-6.013: f • =cr. :u, �� . _Q (SEE DETAIL (SEATS) z (GALLONS PER DAY) x- 6" 6„ (OPERATING HOURS/12) x (LOAD FACTOR) in = FLOW/1250 GALLONS = REQUIRED NUMBER '- FLow FLOW CONTROL OF TANKS 50 GPM (MIEN yp-2' .4- REO'D BY CODE) 2• (MpXj L — — — "' _�SOOJ 6" INLET (TYPICAL) (24) x (25) x (12/12) x (0.75) = 450 GALLONS CONCRETE AAI 3" OR 5-1/2° TIiICK PLAN REINFORCED KITH WKF fix6-W1.4xW1.4 < TANKS NEEDED = 2 - 750 GALLON TANK GROUT BET. INLET 3' OR p C NO PIPE JUNCTION PERMITTED & OUTLET PIPES & 5-1/2' UNLESS APPROVER BY PRECAST OPENINGS 6° OUTLET GREASE TRAP FORMULA THE ENGINEER ER -- WATER LEVEL NNECTO RUBBER SEAL STRIP 0 D� HOPE SADDLE _ osavG vaz.es MANHOLE STEPS (TYP.)�' JOINT BETWEEN PRECAST - (FLG)(2RNiu H) yPng eaur;,er SECTIONS Plan V..Assembly DEEPEN AROUND eypa,s Deleaor staler ^� OUTSIDE EDGE Of 2' NO LESS 6 A4a nu,'aad ey Gty ATE= gP%FOR S-1/2 THAN 40AR SOLID EARTH BEARING E CONCRETE UNED s•conQere Siab WALLS AND TOP SHALL BE FABRICATED AID FCR AS POND BOTTOU 1255o Pslconoaial _ eW.- (MIN. COMPACTION 95x �� TO COMPLY WITH 'N20" HEAVY TRAFFIC OR BACKFILL W/#75 LIMESTONE) F PIPE TO BE INCLUDED UNDER UNIT LOADING STANDARD. ' Flanged bmi _ RICE FIX2 MITERED END SECTION SECTION BARRIOS ENGINEERING LLO. s i r xlo Evan- a o r mr°,r°„ n � 1T(TYPI CONCRETE SHALL BE REINFORCED WITH 23 GREASE TRAP DETAIL 6x6 10/10 WIRE MESH. 24 HDPE MITERED END SECTION' * SLOPE- 4:1 1A IN ATO SMgNIP1EERFOR PIPES �.-Ppe 1r 11 (1,500 GAL CAPACITY) NTS 2:1 FOR PIPES 24" AND LARGER C s pP n 1s-ta NTS R..ar FLG xru ti $0P/NG GR BOND BEAM SLOp/pG BOND BEAM SLa'1NC GR 8" BOND BEAM iCREPWG OR B„ BOND BEAM p Jl.- Re volneelzJarl�s) y- ?REA�E)1-AH Y!/ R 5 CONTINUOUS (G4E'q JER AHU�p��f) W/ / 5 CONTINUOUS (�E11ER THAWXD� J y W/ 5 CONTINUOUS AIR TMAfJN21, SLOPE W/ 5 CONTINUOUS I 1 1 w Fmm Main P.M. View T° Service _ O ° NOTE: CONTRACTOR SHALL ® NOTE: CONTRACTOR ° NOTE: CONTRACTOR ° NOTE: CONTRACTOR INCLUDE 2" WEEP HOLES SHALL INCLUDE 2" SHALL INCLUDE 2" SHALL INCLUDE 2° w THROUGH WALL ®36" O.C. WEEP HOLES THROUGH WEEP HOLES THROUGH B" CONIC. BLOCK WEEP HOLES THROUGH O xores: 8° CONIC. BLOCK 8° CONC. BLOCK WALL 0 36" O.C. TO 8' CONC. BLOCK WALL ®36" O.C. TO FILL CELL WALL ®36° O.C. TO TO DISCHARGE AT FINISHED ¢ DISCHARGE AT FINISHED FILL CELL FILL CELL ¢ FILL CELL a DISCHARGE AT FINISHED < DISCHARGE AT FINISHED 1. Bxkibvi asssmbly shall be vxnetl and malnlainetl by tns pmceM anner. GRADE. O 2. The G9lye 11 own and mmnmin me mmec GRADE. GRADE. VERTICAL GRADE. ]. DWiry easement elze in'nimem shall be 1D teat by 151— 4. The mn11-1hail coaled the inspector for exad assembly lergih end v VERTICAL 6 ®16" O.C. U hw ht°b..b. smb Ted for Ibi,-N. biii o a h.mro VERTICAL VERTICAL �TYP.) n g n9°i 4 0 i6" O.C. m assembly la be Inslailetl by ranlrad°r. NI plp°, Ellin s, end s 4 0 I6" O.C. 4 0 I6° O.C. g ppuM1onances /y' TW FINISHED GRADE w shell bo insten°d by me mntr°cmr.TYP') FINISHED GRADE (RE: GRADING PL ) Tom') FlMSHED GRADE RE: GRADING FLAN) ) FWISHm GRADE (RE: GRADING PLAN) HE: GRADING PLAN) 1-. N 5. AgpWve gmuad ppo shellba Fiiiped dill Iron. <, s. D.-tlmocmrdwatamo ossambry lobo oppmv°d by Ribary pnorm -. -. -- DURAWALL IN JOINTS -- o Pprchssaoila ioli°n. OURAWAti IN JGNTS DURAWALL IN JOINTS - z DURAWALL IN JOINTS z 0 24" O.C. (TYP.) O DOUBLE DETECTOR CHECK VALVE ASSEMBLY 0 24 O.C. (TYP.) (e) y4 CONTINUOUS ®p¢• O.C. (TYp_) (8) A5 CONTINUOUS 0 24` O.C. (Tm.) (8) IS CONTINUOUS (8) �5 CONTINUOUT� 22 -,N- 1'_g" 2•_6" -d'— 3 -k'- 4'-2" NTS " DETAIL CITY OF OCOEE p4 018' O.C.. ry y4 018° O.C. /4 018° O.C. j/5 0 18° O.C. NO. CONSTRUCTION DETAILS a #4 016° O.C. y4 016° O.0 i, j'4 016° O.C. _ 3"CL ® M 3,500 PSI GONG. 3°CL ® M 3,500 PS CONC. 3"CL cJi jf5 0 16° O.C. 3"CL SN LL141b� /A UT502 Double Delecior ® n J,500 P51 CONC. n 3,500 PSI CONC. Check Valve Assembly FOOTING AND KEY FOOTING AND KEY FOOTING FOOTING AND KEY `S�OS.. •.?N��y' z DATE: Ma 2016 SCALE; n/a ° 12' z 12° KEY ° 14 0 18° DEC. ° 44 018"O.C. `lU.r ® a Q:h C) c Y c 12° x 18" KEY 18' x 30" KEY Y4 in n. -. -Y 3• p4 0 IT" O.C. 4' d '^ 5, 7'-6" #4 0 18 0. C. Q _ m:2 � w �: m6�W m Q O:Ze Z 25 2' RETAINING WALL 26 3' RETAINING WALL 27 T RETAINING WALL 28 C RETAINING WALL NTS NTS NTS NTS All F F 11111 i v4• hao In ants miner i• boarder 2s• text �' J"coe ts• lo.t Lift Station # X?C In Case of Emergency Please Call 5•taxl Utilities Department 1.25'lext 407-948-2013 407-509-2751 NOTES: 1. SFI r'ras35e3MJrcd f°Rva wtseied Un 42e Try idle. 2 Sgn,^e��re l[+'ac14•a. im a,T;i�a - 5 h4.m.+mun� isb�g t_:.s2m , fine AFisie Prsrbrfm 29 LIFT STATION SIGN NTS DETAIL CITY OF OCOEE N}O- CONSTRUCT DETAILS ,.. U MSDD LrT1 StiN.' S'x,7n DATE: 0vL2D76 SCALE- n?a NOTES: PRECAST I.DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS TRANSITE COLLAR ENCASED MANHOLE WALL THE INFLUENT SEWER. FRAME & SOLID LID, NEENAH NO R-1974-A (ROUND) OR APPROVED EQUAL, WITH CLEAR IN NON -SHRINK GROUT 2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS OPENING EQUAL TO PIPE I.D. FLUSH WAIN MANHOLE WALL FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER. (SEE NOTE 2) 3. AN OUTSIDE DROP CONNECTION SHALL BE REWIRED FOR ALL INFLUENT TROWEL -FINISH P VC OR DIP WHICH HAVE AN INVERT T OR MORE ABOVETHE MANHOLE INVERT. FINISHED PAVEMENT WHERE REQUIRED PRECASTPRECASTMANHOLEnv MANHOLE WALL WALLINFLUENT SEWER SEWER SPECIAL DETAIL FOR 24" DIAMETER (SEE NOTE 3)PIPE STEEL AND LARGERSTAINLESS CONCRETE ENCASEMENTBANDPVC E-,.E.ER OR DIP "DROP OFVERTICAL PIPE PIPE STAINLESS STEEL (SEE NOTE 1) PIPE CLAMP INLET CONNECTION AS REWIRED 90' BEND 45' BEND RESILIENTCONNECTOR - �-2" STANDARD PRECAST MANHOLE PIPE CONNECTION 30 MANHOLE CONNECTION DETAILS NTS 45' BEND 8DROP CLEANOUT 8 NTS �31ii»E11��:71�[153:)i©�R7��i��•7:Y�iFIFA7�. �2�iE1,�l�.].�iAPIIRi'�tf�iJ��f1�iE�1•�lFi•7�. OWN ffm� �Ipm xmx�ngm�� swm� �1fds911� SON ® �Iul)Fiw� ®�® ®Im lam ililt�Aifai7Fl•��➢ ®�� r m 3/4" CHAMFER OR RADIUS - 3" 3'_O. 3" ALL 4 SIDES N 2'-11" 4-0 ' J°CL EIE BOLT p�/y� +'' r SEE INDEX 201 T� n 6° 2'-6° 6" pWq I� z'DL SECTION AA 12 BARS 0 # BARS 0 SECTION BB 12° CTRS. g" CTRS. ® . CONSTRUCTION JOINTS u PERMRTEO BETWEEN THESE P�T•�I UMRS -SEE INDEX THESE V'jp✓\1L\/-� 01 5'-0'• FOR MIN. DIMENSIONS. g FOR REBAR LAYOUT REFER TO FDOT INDEX 233 TABLE 1. FOR GENERAL NOTES AND CRATE INFpRMATRON REFERENCE FOOT INDEX 233. INLET CAPACITY= 6.8 CFS L (6° HEAD) RECOMMENDED MAX. PIPE TITLE: SIZE (INSIDE WROTH) 2'-6" PLAN '_1 WALL = 18'30' PIPE 4'-0° DETAILS WALL = JO° PIPE 32 TYPE IT" INLET [ R USE WITH HEAVY WHEEL SHEET DS NTS (REF: FDOT INDEX 233) (PRECAST DIMENSIONS) PROI MANAGER: DATE: EP 09/18/20(I DRAWN DY: SHELT NO.: z ET SCALE: N.T.S. L PERMIT PROJECTN'O.: LS2018-010 18-009 1-Y,' ALUMINUM POSTS h RAILS SCHEDULE 40 WALL ROUND TUBE (TYP) �BASEPLATES PER FDOT INDEX B70 SIDEWALK E0. I RAIL EXPANSION JOINTS TO BE LOCATED IN PANEL ABOVE STRUCTURE EXPANSION JOINTS g (TIP) O HANDRAIL NTS (9 CONSTRUCT TWO (2) 1�" 1 5'-0" O.C. MAX. 1-1/2" DIA. STD. STEEL gaP�los ENGFNEERFNG, LLC, f' ALUMINUM PIPE HANDRAILS (SIMILAR TO FDOT INDEX 3 3/4" PIPE HANDRAIL AND VERTICAL POSTS, 01 I:- 870), 38" HEIGHT. BASE CONTINUOUS WELD v �i1J 9„e PLATES SHALL BE USED, - AND ANCHORED INTO 46.5" EXISTING SIDEWALK. 1/2" STEEL CLEAR BALUSTERS, WELDED n N ti TO POSTS AND RAILS 6„ 48" C/C CONCRETE PATIO R LP 2° DIA. x 6" STD, e STEEL PIPE SLEEVE. WELD POST TO SLEEVE PAINT RAILS, POSTS, AND o BALUSTERS BLACK ~ u 0 i O HANDRAIL 3O BLACK ALUMINIUM FENCE NTS NTS 8' I/4° M 3/4' ALUMINUM SET SCREW 1/4' OF SEPERATIO 5 1 2 H/D8- DIA. PIPE HANDRAIL NOTES: 1 i/4° 3/16 1. ALL FIXED JOINTS TO BE EITHER WELDED ALL AROUND AND GROUND SMOOTH; OR, 3/ifi" 8" STEEL ANCHORS: IHANDRAIL COMMERCIALLY DESIGNED FIXED JOINT SYSTEMS (SOLDIERED, BRAZED, FUSED, BONGED OR GALVANIZED STEEL BOLTS (AS SHOWN) (CIPL) SHRINK FITTED) SPECIFIED ON THE PLANS OR APPROVED BY THE ENGINEER. MECHANICAL ALUMINUM SLEE GALVANIZED U-BOLTS PERAIITlE0 (CIPL) JOINTS OTHER 1HENEXPANSION JOINTS ARE NOT PERMITTED UNLESS SPECIFIED ON THE EXPANSION JOINT GALVANIZED CLUSTER PLATES PERMITTED PLANS OR APPROVED IN WRITING BY THE ENGINEER. POSTS SHALL BE CONNECTED TO BASE (CIPL) ALUMINUM PL. B" . 6" x 1/2"ALLOY 6061-T6 BY WELD ONLY. WELD HLLER TO BE ALLOY ER53566, ER5556 OR ER5183. GALVANIZED ADHESIVE ANCHORS PERMITTED ADOIRONAL RAIL WHEN EXPANSION BOLTS NOT PERMITTED BASE PLATE 2. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH THE ASTM A36 OR A307. NUTS, PLANS INDICATE HANDRAIL ADHESIVE ANCHORS SHALL BE HEADLESS WASHERS, AND BOLTS TOO BE HOT DIP GALVANIZED IN CONFORMANCE WITH ASTM A153. ADJACENT TO BICYCLE ANCHOR BOLTS SET IN j" DRILLED HOLES HANDRAIL OR FENCE AS CALLED FOR IN AFTER THE NUTS HAVE BEEN TIGHTENED, THE ANCHOR BOLT THREDS SHALL BE DISTORTED FACILITY WITH EPDXY BONDING COMPOUND TYPE J THE PLANS (HANDRAIL SHOWN) SEE INDEX OR THE NUTS AND BOLTS SPOT WELDED AND COATED WITH ZINC COMPOUND, ALUMINUM RAILS AND POSTS a BASE (OPL CLASS <) IN ACCORDANCE WITH THE No. 452 FOR FENCE MOUNTING DET 2 �° (�" WALL NBE ATE MANUFACTURERS SPECIFICATIONS; 6" 3. ALUMINUM HANDRAIL SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 515 OF ALLO� MINIMUM THE STANDARD SPECIFICATIONS. PAYMENT SHALL BE FULL COMPENSATION FOR FURNISHING 6061-T6 EMBEDMENT. AND INSTALLING HANDRAIL, INCLUDING MOUNTING HARDWARE, AND SHALL BE PAID FOR HANDRAIL REQUIRED GALVANIZED HEX NUT AND 0.148' GALVANIZED WHEN DROPOFF BACK UNDER THE CONGRACT UNIT PRICE FOR PIPE HANDRAIL (ALUMINUM), L.F. TH SIDEWALK, IS MORE WASHER 7HEN 10." IN ABSENCE f CONCRE THICK RESILIENT PADS IN ACCORDANCE GF OTHER STRUCTURE, / WITH SECTION 932 OF THE STANDARD GRAVITY WALL REQUIRED ' SIDEWALK OR BIKEWAY SPECIFICATIONS WHEN DROPOFF BAC4 7/K OF SIDEWALK IS MORE THEN 10.' SEE MZE DETAI6. EQUAL PANELS 6'-6" 2' EXPANSION JOINT SEAL WITH POURED X RUBBER 1 -6. TOP OF ANCHORS HANDRAIL OR FENCE IS REQUIRED GRAVITY FOR BICYCLE I STRUCTURE EXPOSED FACE 15 GREATER THEN WALL FACTURES 1 GRAVTY I WALL SIDEWALK OR BIKEWAY 1/2° EXPANSION JOINT SEAL WITH RUBBER MOUNT ON GRAVITY WALL SHOWN HANDRAIL EXPANSION JOINTS SHA L B TYPICAL SECTION AT POST LOCATED IN PANEL ABOVE STRUCTURE ELEVATION MlSC03CDWG G ALUMINUM PIPE HANDRAIL NTS �m:y v DETAILS SHEET PROJ\JANAGER: DATE.: BP 09/19/21 URAXVN BY: SHEET NO: ET SCALE: N.T.S. PERMIT PROJECTNO.: ° LS2018-010 18-009 1 0 0 m 0 J O D O DRIVE 1 RIM = 724.89SS-1 ------__ _..._ INV. IN = 115.00 (6" W) OIL SEPARATOR GT-1 INV. IN = 114.56 (8" S) RIM - 121.08 INV. OUT = 114.46 (B" N) INV. IN = 120,50 (6" W) SAN. DROP CLEANOUT C.O.-3 o n INV. OUT = 120.16 (6" E) RIM = 124.88 0 0 0 vi SAN, CLEANOUT C.O.-1 INV. IN = 116.00 (6" W) + RIM = 124.89 INV. IN = 117.54 (6" N) o+ o+ 6 11 INV, IN = 120.66 (6" S) INV. OUT = 115.39 (6" E) it it _ INV. OUT = 120.56 (6" E) II II II a> M in m N m m m O o m 0 N + o Nn m S 5S D a + -- + N > + _ + n + m o Mn n o N,p N II it it II II II M it II I II it II II II II n II II it it II II II + / II > II II II > II > II > > o +� > a > a > r- > a > a a> wa>ra-� a F� a rn a j `�` a II II II /I / w w rn w N w S rn W N w to W w h to Gi ur N 'J`aw / SS as SS a>a 5S a 5 as SS as S aSaa aaa M wF- a s a s a s a a s a T a Saa S S6p9%-0.50% 1% -0,50% .50%-0.507. 0.50% -0.50% 0.50% - .52% O. -0.49% 0% 7.00 .00% 2.75 o) _-_..-- ,,.,,. TYPE'E' INLET DS-8-- »,.:, ,,.."»»,,,..»,»»,»„»,,,,,,,,,,,,,,,,,,,(,",,,»»»,,,,»»,,.,.,.,,,,,�,,,,,,...,.,..,, ». RIM = 124.55 -.�.,,,.,.,....,,.. ".,,�,,.,,. , ., - 149 L.F. OF 18" HOPE . 1% h21 LF. OF 18' HOPE 00.27% -__-- --._INV. OUT = 121.00 (18" HDPE S)�� F, .18' ,,,•,• ^^,,•, ^,m,,,»,,.,,,,»»»,,.,:,» ..,.».,. - T.»,.., , t121 L _ .».. .. ......... ,m .. ,.,. , 20 .1 TYPE 'E' INLET DS-2 TYPE 'E' INLET DS-1 STORM MANHOLE MH-2 ..,,,,,.»,,,,,, ,,,,,,,,,,,,,,,,,,, ,, ,»,,.,.,,..,, ,,,. .,..,., - DS-5 ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,",,,.,,.,, , ,.,,.,, TYPE E-INLET RIM = 124.55 RIM = 124.55 RIM 12411 RIM = 124.97 INV. IN = 120.67 18" HDPE W INV. OUT = 127.00 (18" HDPE E) INV. IN = 119.77 (18" HDPE N) INV. IN - 119.40 (18" HDPE N) ( ) INV. O = 119140 (18" HDPE W) INV. OUT = 120.67 (18" HDPE E) INV, IN = 119,77 (18" HOPE SW) INV. OUT = 119.40 (16" HDPE S) INV. OUT = 779.77 (18" HDPE E) TYPE 'E' INLET DS-6 77 LF. OF 18" HDPE ® 0.27% RIM = 124.55 69 LF. OF 18" HDPE ® 0.11% INV. IN = 119.53 (18" HDPE W) ! R M E 12INLET DS-3 INV. OUT = 119.53 (18" HDPE E) INV. IN = 120.46 (18" HDPE W) TYPE 'E' INLET DS-7 39 LF. 0 6" PVC S.S. ®1.00% .r INV. OUT = 120.46 (18" HDPE S) RIM = 124.55 1 INV. IN = 119.70 (18" HDPE W) 1 INV. IN = 119.86 (18" HDPE S) INV. OUT = 119.70 (18" HDPE E) 0+00 1+00 2+00 3+00 4+00 1„=40'(11) I"=4,(V) 5+00 6+00 7+00 8+00 9+00 10+00 CALL 48 HOURS REFER TO SHEET CO.0 FOR BEFORE YOU DIG- A GENERAL NOTES, SPECIFICATIONS, 7 AND LEGENDS, IN ADDITION TO It's the Lawl SITE SPECIFIC NOTES AND 1-800-432-4770 REQUIREMENTS. -INE STALE - cu.E a aoRm wc. PERMIT It LS201S-010 `��7151;:,a�d�rrr z _a w 6 CIZ ° z �`:•�yc r;//�5li li0��`` 11 PLAN AND PROFILE PROJ MANAGER: U:\TE: EP 09/19/21 J>RAN�131': SHEET NO.: ET SCALE: AS NOTED PROJECT NO: 18-009 SAN. MANHOLE SS-3 RIM = 124.97 INV. IN = 113.67 (8" S) . OUT = 113.57 (8" NE) Oo po N �O N) � n o 2 M ry II II p it it ¢ w a 5; a a a TYPE 'E' IN DS-3 RIM = 124.55 INV. IN = 120.46 18" HDPE W 121NV. OUT = 120.46 (18" HDPE S) 63 L.F. OF 18" HDPE 0 0.2 T TYPE 'E' INLET DS-4 RIM = 122.86 INV. IN = 120.29 (18" HDPE N) INV. OUT = 120.30 (18" HDPE S) II It II > 11 II s a s d a a 0.40% .50% -0.509 8 LF Q( OFia' HDPE O 0.82 , TYPE 'E' INLET DS-5 � --------- RIM = 124.55 INV. IN = 119.40 (18" HDPE N) INV. IN = 119.40 (18" HDPE W) INV. OUT = 119.40 (18" HDPE S) SAN. MANHOLE SS-2' RIM = 124.78 INV. IN = 116.29 (6" S) INV. OUT = 116.19 (8" N) SAN. MANHOLE SS-1 SAN. DROP RIM = CLEANOUT C.0.-5 124.73 RIM = 124.89 INV. IN = 115.00 (6" Yn INV. IN - 115.30 (8" S) INV. IN = 114.56 (8" S) INV, IN - 119.70 (6" W) INV. OUT = 114.46 (8" N) INV. OUT = 115.20 (8" N) b N n er •M' N N a it > a > Nw N 55 _ , Q_ a a 55 ..,........... .,,.., w........_...............w.......... .... ....... -744 LF-OF-1&-HDP . ,,,••••,••••,••,• 1591.E 410 ...........................................,..,.,..,,,.,.., I,.,......,.... ...,, ,,,.,,,,,,,,.,.,, TYPE 'E' INLET DS-11 RIM = 124.55 INV. IN = 119.24 (18" HDPE N) INV. OUT = 119.24 (24" HDPE S) 177 OF 8' PVO S.S. 0 .505 128 LF. Cf B' PVC S.S. O T-INV. TYPE 'E' INLET DS-12 RIM = 124.55 INV. IN = 119.06 (24" HDPE N) OUT = 119.06 (24" HOPE SE) 10+00 11+00 12+00 13+00 14+00 DRIVE 2 -SAN. CLEANOUT C.O.-6 RIM = 124.90 INV. IN = 119.15 (6" SW) INV. IN = 119.57 (6" S) INV. OUT = 116.50 (6" N) MANHOLE STRUCTURE - (34) RIM = 125.18 rAN. INV. IN = 119.85 (6" S) INV. OUT = 119.78 (6" N) m d o N N C N r } If it II > II II II > II It II It > + N f + N m w > W t�i w y > ¢ N m W II it N S w II I¢- II r \383% a a a a L I t "'I 151 LF OF i$' HDPE O 0.50R 1500 GAL. GT 2 RIM = 120.36 TYPE 'E' INLET DS-13 INV. IN = 119.78 (6" S) RIM = 124.55 INV. OUT = 119.52 (6" N) INV. OUT = 121.00 (18" HDPE W) 16 L.F. OF 6I PVC S.S. 0 1.07% 21 L.F. OF 6 1 PVC S.S. 0 1.00% STORM MANHOLE MH-3 RIM = 125A7 INV. IN = 119.01 (24" HDPE NW) INV. OUT = 119.01 (24" RCP S) 15+00 16+00 17+00 1„=40'(H) I" 4'(V) 145 LF. OF 18' ..,00 33R I -TYPE 'E' INLET DS-15 TYPE 'E' INLET DS-14 RIM = 120.60 RIM = 124.55 INV. OUT = 118.00 (18" NW) INV. IN = 120.24 (18" HDPE E) N it II n w 5 5 5 a a n 1,88% V. 0T TYPE 'E' INLET RIM = 122.50 INV. IN = 117.- t- Q INV. OUT = 119.08 (24" RCP S) INV. OUT = 1L PLAN 18+00 19+00 20+00 AND PROFILE CALL 48 HOURS BEFORE YOU DIG Vim. •� Tg®® )t's the Lawl f tj� �REFER TO SHEET COG FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE -SPECIFIC NOTES ANDp REQUIREMENTS. Paa MANAGER: DATE: FP 09/I9/21 DR�ET p Ct-t300-43L-4%%O / PERMIT # PROircT NO.: AINSHIHE STALE ONE CALL W _O INC. LS2UD 10 18-009 I ------------ - D8-7 }¢ E/JGINEE2f116;, LLC. � 1 ' } DS-0 30 0 IS 30 60 61 -' I INCH=30 FT. F.F:E.= 125.8 <o-0 D13-1 it 1 - o o w K o PROPOSED BUILDING 45,416 SF F.F.E=125.8 o 1 o x , y y a o_ m DRIVE 2 SAN. MANHOLE SS-2 SAN. C124.90 T C,O.-6 _ RIM = 124.78 RIM = 124.90 - INV. IN = 116.29 (6" S) INV. IN = 119.15 (6" SW) _ INV. OUT = 116.19 (8" N) INV. IN = 119.57 (6" S) - SAN. DROP CLEANOUT C.O.-5 INV. OUT = 116.50 (6" N) I - SAN. MANHOLE SS-1 RIM = 124.89 RIM = 124.73 AN. MANHOLE STRUCTURE - (34) RIM 125.18 I - INV. IN = 115.00 (6" INV. IN = 114.56 (8" W) INV. IN S) INV. IN = 115.30 (8" S) = 119.70 (6" W) = INV. IN = 119.85 (6" S) 1 INV. OUT = 114.46 (8" N) INV. OUT = 115.20 (8" N) INV. OUT = 119.78 (6" N) N Oo m n M N _ m N m m m N O m r rn p o N N M N N d: b N M d' + N � vJ N N � .N_ n _ + � O .•} } m .j + _ II II f II II = II II II II > ii II 11 II > 11 II 11 II > II 11 II N II > �} .- I` raj m `u O II N N II II > II II II II II w W N W N w rn w W W N II II � N � - N 5 5 S a S n. N S W S S n. N S n. S S 0_ S a N S S f~/I S a S w S it S S > a s F W II > j Va- w rn '+' S S S a. a S S n. S S S S LL a a = 0.50% -0. 0% LL a 0.50% -0.50% a 0.50 . -0.5 % a a 0.50% -0.50% a LL 1,1 % rn \383% a a �^ w a a p,94% n. a a 1 gg% -0.5j4;1,_,,,,,, 0.50% .13% _,., e. .... ...................................................................�,.,.,,.........,., --- _ /51 LF OF 1 1500 GAL GT-2 HOPE O 0 50R ----._.,,.,,�.,.,»,,,,,,,,,,,,,,,,,,,,,, A,,.,,,,,,..,»».,,,,",..,,»,,,u,»,..,»,.,,., , TYPE , ' M LE - - _-_ INV OUT 1 ,,, T 19 86 (F. ,,.., .,, ,.,.,,.,.,., OF 15• HOPE O 0.11R TYPE 'E' INLET 1 RIM = 120.36 TYPE 'E' INLET DS-13 145 LF. of te' O o.saR TYPE 'C' INLET DS-18 - RIM = 124.55 INV. IN = 119.78 (6" S) RIM = 124.55 OUT 121.00 HDPE W) •••••^•^••••-»••-•--.u,,,,,,,,,,,,,,,,,,,,,,,,,, RIM = 122.50 INV. IN 117.38 SE) T _ INV. IN = 119.24 (18" HDPE INV. OUT = 119.24 (2e HDPE M- R 1'50% N) S) 177 L , OF 5" PVC S.S. O '50% INV. OUT = 119.52 (6° N) INV. = (18" = (8" INV. IN = 117.38 (18" S) INV. OUT 11 N) - 1 128 LF. OF 8" PVC TYPE 'E' INLET DS-12 16 LF. OF 61' PVC S.S. O 1.07% 1 0 33% 43ILF. OF 18" ®0.33% _ INV. IN = 119.06 RIM = 124.55 (24" HOPE N) 21 L.F. OF 6! PVC S.S. ®1.00% TYPE 'E' INLET DS-14 TYPE 'E' INLET DS-15 RIM = 120.60 TYPE 'E' INLET DS-17 - INV. OUT = 119.06 (24" HDPE SE) STORM MANHOLE MH-3 RIM = 125.17 RIM = 124.55 INV. OUT = 118.00 (18" NW) RIM = 122.50 INV. IN - 117.52 (18° SE) - INV. IN = 119.01 (24" HDPE NW) INV. IN = 120.24 (18° HOPE E) INV. OUT = 119.08 (24" RCP S) INV. OUT = 117.52 (18" N) - INV. OUT = 119.01 (24" RCP S) 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 I"=40'(H) I"=4'(V) 10 r� fri O SO rT® W '0 TITLE: PLAN AND 22+00 23+00 PROFILE CALL 48 HOURS BEFORE YOU DIG R=" : v^ It's the LHwl 1-800-432-477t) �d f 1� tv REFER TO SHEET CO.0 FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE -SPECIFIC NOTES AND REQUIREMENTS. PROD NIANAGEIt: DATE: Ep 09/18/2( DRAWN 9Y: F.T SHFFI No.: ASNOTED PROJECT NO.: 18-009 AINSHINE STALE ONE CF1L OG iLIXeOA, INC. + PERMIT # LS2018-010 o .............. ...................... ..................... ................ .................................. ................ .............. ........................................ ........ ................. ...... ....... DS-0 -gF757 30 a 15 30 69 Im I INCH -30 FT. PROPOSED 0 n MULTI —USE BUILDING 0 17,054 SF F.F.E= 125.8 > r 0 7u E 0 > > ---- > M114-4 > < ---- -- _Z 120 121 - —121 120 vo z ---- ---------------------- < 0.0z F, z "I'll 11100 PALM DRIVE 14& 130 120 110 cq o IQ d! 6 cq + 5; 5; > t II >it II > � Ed aw 5: 0.04% 5; 5; -0.05% 5; 5; TYPE 'E'RINUE DS-25 im 120.90 ............ ... ...... TYPE 'E' INLET RIM = INV. IN 115.00 (45" )S-21-'Z 20.24 SE) .......... . ..... .. . ...... ..... ... ..... 94 LF. OF 29'05' . ..... . ... ............... . ....... ... ....... ............................. INV. OUT = 118.50 (23" SE) cp 0 012% . ............. STORM MANHOLE MH-4 i_ ......................................................RIM = 120,54 ....... INV. IN = 115.35 (38- SE) INV. OUT = 115.35 (45 NW) . .... TYPE RIM INV. 'C' INLET DS-26 = 120.02 IN = 118.23 (23- NW) S) INV. OUT 115.00 (36' 97 L.F. OF 29"x45' NW) ERCP 0 0.14% \\-,I L.F. OF 29"x45" ERCP 0.12% INV. OUT 118.23 (18' TYPE W INLET DS-22 TYPE ' 5" INLET DS-23 RIM = 119.54 NV. IN - 11525 (45" SE) INV. N = 115.24 (23" SW) RIM = 119.59 INV. IN 115.13 (45- SE) NV. IN = 115.50 (8" NE) INV. OUT = 115.24 (45" NW) INV, OUT 115.13 (45- NW) TYPE 'C' INLET DS-24 RIM = 118.03 INV. OUT = 115.81 (23" NE) 140 130 -120 -110 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 I" — 40'(H) I 4'(V) 40 TIT CALL 48 HOURS PLAN BEFORE YOU DIG AND It's the Lawl 1-800-432-4770 SUNSHINE 5TONE CALL OF FLIXiro0. INC. PROFILE PROJINIAN' 'EIC REFER TO SHEET ClI,O FOR EP DATE 09/18/2018 GENERAL NOTES, SPECIFICATIONS, DRe%"N B SHEETNO.: AND LEGENDS, IN ADDITION TO � ET zl� SITE -SPECIFIC NOTES AND A REQUIREMENTS. pS NOTED 6.3 PERN41T 9 PR ECTNO.: LS2018-010 18-009 135— - 1135 _ T 13 _ A-.,t.,, ---r130 m2 25 0 a o T 12 --ems-z 1211 11 115 30+00.00 32+50.00 35+00.00 30+50.00 33+00.00 35+50.00 1-30'(11) V-10'(V) 31 +00.00 33+50.00 36+00.00 31 +50.00 34+00.00 36+27.85 32+00.00 34+50.00 Lam. PALM CALL 48 HOURS BEFORE YOU DIG `q '�� It's the Lawl Dye1� I V E �� SECTIONS 1-800-432-4770 SIN9iINE STALE QNE CALL � FICAIOA, INC. i PROJ MANAGER: EP DATE: 09/18/201 REFER TO SHEET C0.0 FOR GENERAL NOTES, SPECIFICATIONS, DRAWN BY SHEET NO.: AND LEGENDS, IN ADDITION TO ET SITE -SPECIFIC NOTES AND SCALE REQUIREMENTS. AS NOTED L PERMIT# PROIECI'NO_ V o LS2018-010 18-009 RX � rv. BARKIOS ENGfNEEKfNG, LLC. 13 13 12 12 11 11 140 T 13 13 12 12 11 11 5-I I T T1 S L T T T TOW --... _.. T _ TOW _... 1 T 2 YR/24N ELEV 124.] T M 19.00 N ANNUAL ELEV 122.0 BOW T 80V/ �__. _ DOW T ____.- _ ___-__ EXISTING-GROUN -_._ _•. ___ - - _- -T PROPOSED 4ND BOTTOM T - ELEV. 119.00 T 1 T POND 1 C-C V-30'(H) 1"=10'(V) = 1 3.00 ,2`Ly ELEV 112.0 T ligm T 4:1 FAQ/24HR ;1 M N ANNUAL ELEV 12.4 4: :1 - MEG -1 �__-___ \ T E STING-GROUND-�1 1 ( P a OPOSED POND BOTTOM V. 119.00 T T 6 HOPE t- GRAVEL T 1 ' T ENVELOPE ROUND PIPE) -T T_._- - _ _ _.... -__ - _ ____. __.- ___ ._Ti POND 2 E-E 1" 30'(H) 1" 10'(V) T 5 }}5 .4 _..__. - - _ 25YfY/24HR 6LEV = 124.]fi MEAN ANNUAL ELEV - 123.58 T D TOW $} 0 T _- BOW TOW T BOW 1 \ L T T PROPOSED ELEV1 EXISTING GROUND POND BOTTOM T 1/9.00 + 1 T T _ _.._._ -L ._.._._ _._- _- _...J POND 3 A -A 1" = 30'(H) 1 10'(V) 0 i5 0 r5 i0 5 0 35 30 5 20 5 0 i 1 1 7 1 1 40 140--r- _-__ ... __.___. _ _ {740 ° T _. i _ _ t RIM 121 50 -- I51 32 i 6' HOPE S INV IN 115.]) 1>.B3' °1 6' HOPE AN INV 1 116.00 ° INV W )15.]] n)4- T -F O O15R T • __ � _ v -c �,: ISx HL\IAIL� I., O,M1n�F�.lu.ae�TS $n 35 13 T {-135 - - 6 W WT T - RM 116.)4 m : NV I .115.]5 --- 1 QEAN WT INV IN:115.]5 .. 30 13o-T... ___ ____ XS]R/24HR ELEV __.. 124. 9 _._. _ _-- _.__y-130 ftIM:121.50 131.89, of 6, HBPE INV OUIHS.)5 x n - •• • •• ••: •^^ ^^ INV OUT; 1 :. ?5 20 0 13 13 12 12 11 )1 POND 1 D-D 1"=30'(H) 1"=10'(V) _ o�i9x b CLEAN OVi 11607of 6 HDPE RIM121 ♦fi 0.24% 1 OUT.116. „�„__- - _ 6" CLEAN OUT RIM 101 5J of 6 HDPE 121 50 O 0 29R INV TI1600. CLEAN OUT RIM 121 52 65.6) 6 HOPE INV OUT II D0DO3fix LFAN OUT ]0 )2 5' POPE RM 150 R IN WT 1162100 004 - fi CLEAN OUT 55,29' f M:12150 INV OUT:I160a, 6 CLEAN OUTl 39 RIM IIN..._ NV OUT: II6.00 s'"our , R M ,I6.)) 6 CLEAN OUT 24 'HDPE �N RIM 11, 2 O OISz N NV IN11573 INV DUT,115. INV O�TI 115 )3 2 60 f 6' HDPE 6 CLEAN OUT O 015R RM NV ":11' .]1 INV IN.5.)1 -'�'- N T: 115.]1 1223f 6' HOPE CLEAN OUT O 0.i NI AM - My IN 11569 INV IN.115 69 NV WT:IIS 69 1266' °f 6' HDPE ' 6 CLEAN OUT O 0.- RIM 116,67 NV N 56] NV N 11 56] INV WT 115.6) C IZ 6" NOPE i b' HOPE I R _ -� X 6 CLEAN OUT W -'�-" RIM 11665 ti V N IN i5.65 INV OUT: L•I NV IS. CJ 94 f 6' HOPE H 11 O 092R 1260 f 6' HOPE O 0155 G 1)5) of fi° HOPE 6 CLEAN GOT0 0.19% El :-- NV IN:11563 - / >, INV IN:1156J IN WT:115.63 POND 2 UNDER DRAIN SYSTEM 0 1. LATERALS SHOULD BE NO FARTHER THAN S/2 FROM THE TOP OF THE BASIN. 2. A GRAVEL ENVELOPE AT LEAST 3 INCHES THICK IS RECOMMENDED AROUND THE UNDERDRAIN PIPES. IF A GRAVEL ENVELOPE IS USED, A FILTER FABRIC WLL BE 1 REQUIRED AROUND THIS ENVELOPE. 1 -- �- T 23.00 -- 1 T 1 1 1 _ } MEG q;1 25YR/ 4'1 MEAN 4HR ELEV = 122.48 NU AL ELEV = 122.07 � I + T / T 1 TPROPOSED EXISTING GROUND PROPOSED POND BOTTOM T ELEV. 119.00 T _ { 1 1 POND 2 F-F 1"=30'(H) 1" 10'(V) T SYR 24HR ELEV 124.3 T .__..... AFNU -ELEV = 123. 8 _.L _--MfAA = 1 5.00 TOW TOW - BOW 804/ -- 1 ❑° ❑° 0° N . ❑° T 1 - EXISTING C OUND PROPOSED POND BOTTOM ELEV 11900 T { 1 1 ENVELOPE AROUND PIPE) POND 3 B-B V = 30'(H) 1 "=10'(V) TO 35 30 25 )0 5 0 35 3. THE UNDERDRAIN PIPE SHOULD HAVE A FILTER FABRIC SOCK TO PREVENT FINES FROM MOVING INTO AND CLOGGING THE PERFORATED PIPE. 4, ENSURE OUTFALL ELEVATION FOR SYSTEM WILL ALLOW GRAVITY FLOW WITHOUT 30 5. TAILWATER BACKPRESSURE TO THE UNDERDRAINS. 1HEORY 15 APPLICABLE WHERE GROUND WATER FLOW IS LARGELY IN A HORIZONTAL DIRECTION (I.E., NATURAL GRADIENTS LESS THAN 1%). 6. 25 CAPPED AND SEALED INSPECTION AND CLEANOUT PORTS WHICH EXTEND TO THE GROUND SURFACE ARE RECOMMENDED AT THE FOLLOWING LOCATIONS FOR EACH 0 GRAIN PIPE: a, THE TERMINUS 20 b. AT EVERY 400 FEET OR EVERY REND OF 45 OR MORE DEGREES, WHICHEVER IS SHORTEST ]. UNDERDRAIN BASIN SHOULD BE STABILIZED WITH PERMANENT VEGETATIVE COVER. 15 10 '... 6' CLEAN OUT ti IM:119.W 8' CLEAN OUT - INV WT1156O b' CIFAN OUT 6' CTFAN OUT --RIM:119.00 RIM:119.00 -- „1 0 RIN:119 :,.,I INV OUT. 115fi0 INV Wi 11560 INV WT:1156 - 6' CLEAN OUT IM: 119.00 13.1 D' INV OUT: 11560 TYP 6' 0.EAN WT H T 6' -AM OUT IM 119 00 INV OUT:11560 RIN 112 15 6- 09 y ) �1 NV WN 11566 a 'o °®x 1 16.60 1 BO'OHbDPE�y, 6R n .-AN Wi �`el PM 1225 5 loo i 115 INV IN 55 INV IN, 115 55 e0 _ NV 155 INV OUT I1555 6' CLEAN OUT If 8 HOPE RIM:122.50 O 0.20% - NV IN:115.66 6' -AN OUT INV IN:115 b6 RIM 12250 INV WT.11566 1 D'' HOPE INV INOH556 O I6% INV N 2N, ' CLEANOUT INV OUTIIIS 56 M:122 50 '^ INV iN:i15.66 16.26 e160"ONOPE6R INV Wi:115661. b' AN OUT RIM :122 50 INV IN:115 60 INV IN:115 0 INV W111560 14.J6' °t 6' HOPE t•,• 1654' of 9' OPE 6' CLEAN WT O OI6R RV121.10 iS56 of b" POPE C INV IN:115.63 O 0.16% INV IN 11563 INV WT1156] \ 1. LATERALS SHOULD BE NO FARTHER THAN S/2 FROM THE TOP OF THE BASIN. 2. A GRAVEL ENVELOPE AT LEAST 3 INCHES THICK IS RECOMMENDED AROUND THE UNDERDRAIN PIPES. IF A GRAVEL ENVELOPE IS USED, A FILTER FABRIC WILL BE REWIRED AROUND THIS ENVELOPE. 3. THE UNDERDRAIN PIPE SHOULD HAVE A FILTER FABRIC SOCK TO PREVENT FINES FROM MOVING INTO AND CLOGGING THE PERFORATED PIPE. 4. ENSURE DUVALL ELEVATION FOR SYSTEM WILL ALLOW GRAVITY FLOW WITHOUT TAILWATER BACKPRESSURE TO THE UNDERDRAINS. 5. THEORY IS APPLICABLE WHERE GROUND WATER FLOW IS LARGELY IN A HORIZONTAL DIRECTION (I.E., NATURAL GRADIENTS LESS MAN 1%). 6, CAPPED AND SEALED INSPECTION AND CLEANOUT PORTS WHICH EXTEND TO THE GROUND SURFACE ARE RECOMMENDED AT THE FOLLOWING LOCATIONS FOR EACH DRAIN PIPE: 0. THE TERMINUS b. AT EVERY 400 FEET OR EVERY BEND OF 45 OR MORE DEGREES, WHICHEVER IS SHORTEST ]. UNDERDRAIN BASIN SHOULD BE STABILIZED WITH PERMANENT VEGETATIVE COVER. 1'I"111. F: CALL 48 HOURS BEFORE YOU DIG It's the Law) n POND 1-800-432-4770my®�� SUNSHINE STATE ONE CALL GF RORIDA, INC. SECTIONS REFER TO SHEET CO.0 FOR PROI MANAGBR: Ep DATE: 09/18/201 GENERAL NOTES, SPECIFICATIONS, DRAYVN BY: SHEET NO.: AND LEGENDS, IN ADDITION TO L SITE -SPECIFIC NOTES AND !;T SC ALEc REQUIREMENTS. pS NOTED PERMIT# PRO.N:CT No.: LS2018-010 18-009 CALL 48 HOURS BEFORE YOU DIG \� %' It's the Lawl 1-800 432-4770 ��`�� 9M4 1 STA1E QYE CALL CF FL .A. INC.I 4 r-� BARRIOS ENGINEERING. LLC. 0 <Ilil ANTI Alls wn u u i Avai�...ni O 30 0 IS 30 60 qq� IINC] i=30 FT. li I 0 SEE STEET LSM V J d Z N M (0 3 TITLE: o C .' -1 N LI- a ° LANDSCAPE � ryWU W a PLAN N,!a0 D M h /U' vJ N O M N PRO)NIANA.E.. DAT1:: ® c N -j JW V-Cli n0 m CB DRAWN Bl': 04/10/2018 SIIEF;TNO.: ® Q a SCALE Q U 1" so' PROIECI NO.: LS1. lLN Q iF © p ]8-009 EDGEOFBEDLINE IBM NOTE: LAYOUT PLANTS IN A TRIANGULAR PATTERN AS SHOWN. SPACED EOVALLY FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST( AND IN STRAIGHT ROWS. SPACING IAAY BE ADJUSTED SLIGHTLY TO CREATE SMOOTH FLOWING REDLINES AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6'-12' UNIFORM CLEARANCE (MULCH STRIP( BETWEEN PLANT FOLIAGE AND EDGE OF BEDUNE (TYP.). SHRUB/GROUNDCOVER SPACING DETAIL NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE SELECTIVELY PRUNE TO I.IAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWNG RATES: 15 GAL15 TABLETS. 30 GALl10 TABLETS, 65 GALJIE TABLETS, OR ONE TABLET PER EACH UZ-OF TRUNK D WAETER. REINFORCED RUBBER HOSE ORANGE FLAG ABOVE TURNBUCKLE A 0 GAUGE WIRE WITH GALVANIZER TURNBUCKLES AT THREE LOCATIONS D B A ART) MINIMUM 2-MULCH 6'SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED 8 APRIAPPED. REMOVE SYNTHETIC BURIP COMPLETELY 2'x4- X 24' —P. WODD STAKE FLUSH WITH GROUND PLANTING SOIL MIX - 113 6ANO 113 PEAT, V3TOPSCE CONTRACTORTOSUEMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL PROVIDE CLEARANCE AROUND ROOT BALL OF 12- ON ALL SIDES AND E. It BOTTOM' 'ROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GALJ5 TABLETS, JO GALAO TABLETS. 55 GALJ15 TABLETS, DR ONE TABLET PER EACH H2- TWO LAYERS OF BURLAP TO PROTECT PALM TRUNK FIVE 2', B' x 8' P.T. WOOD BATTENS WITH TWO STEEL BANDS TO SECURE BATTENS THREE T, 4- P.T. WOOD ERACES TOENAIL TO BATTENS. DRIVE BRACES TO UNDISTURBED EARTH. MINIMUM 3' MULCH MS3TIf19:0 PLANTING SOIL MIX- In SAND, 10 PEAT, In TOPSOIL. CONNTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL PROVIDE CLEARANCE AROUND ROOTID— OF 12- ON ALL SIDES AND G ON BOTTOLL PALM PLANTING DETAIL NOT TO SCALE CALL 48 HOURS ,,,,,,LLL BEFORE YOU DIG Cam% It's the Law[ 1-800-432-4770 Vv 9JNSHBNE STATE ONE CALL Cf F1Ai®A, AD, PROVIDE AGRIFORII (10- HFERTILIZER TABLETS AT THE FOLLOWING RATES: 3 GALJ 2 TABLETS, I GALA TABLET. PROVIDE G M NI1.1UM CLEARANCE AROUND ROOT BALL(SIDES AND BOTTOM) T IJULCH VINIP-A-DO NOT COVER MAIN STE% SET TOP OF ROOTBALL 1' ABOVE FINISH GRAD 12MINIMUNI DEPTH OF PLANTING SOIL MIX IN SHRUBIGROUNDCOVER PLANTING BEDS, {�lu�ui�!IIItq�11,,�,Ilt �- PLANTING SOIL MIX -113 SAND, Ill PEAT. 113 TOPSOIL CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTINTE FOR APPROVAL. SHRUB AND GROUNDCOVER PLANING DETAIL NOT TO SCALE SELECTIVELY PRUNE TO A PROVIDE AGRIFORIJ FERTILIZER TABLETS AT THE FOLLOWING RATES. G GALJ5 TABLETS 30 GALAOTABLETS, 65 GA-5 TABLETS, OR ONE TABLET PER EACH 112- OF TRUNK DIAMETER REINFORCED RUBBER HOSE RIO GAUGE WIRE FROM CENTRAL TRUNK TO THREE STAKES THREE T v 2N S' P.T.P. STAKES MINII,INM T MULCH 5' SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED 8 BURIAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY PLANTING SOIL MIX -113 SAND. 113 PEAT. In TOPSOIL, CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL, PRO VIDE CLEARANCE AROUND ROOT BALL OF IT Ott ALL SIDES AND 6- ON BOTTOM. MUL11-TRUNK TREE PLANTING DETAIL NOT TO SCALE _.• _-_ - •.,�� 1. 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 STANDARDS FOR 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 A FULL, 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 2" 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 INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL. LANDSCAPE CONTRACTOR NOTES: 1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. 2. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100 % COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLYAND AT NO ADDITIONAL COST TO THE OWNER. 3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS SHALL RULE. 5. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS WORK. 9. THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SITE PRIOR TO PURCHASING MATERIALS TO DETERMINE THAT THE SITE IS SUITABLE FOR THE MATERIALS SPECIFIED TO GROW IN A PROPER MANNER. IF NOT THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR AN APPROPRIATE SUBSTITUTION. PLANT LIST SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS TREES IVW 20 ILEX VOMITORIA'WILL FLEMING' WILL FLEMING YAUPON HOLLY 68. 1', 159.1. 6PO, SPACE AS SHOWN GUY LI 29 LAGERSTROEMIA INDICA CRAPE MYRTLE 8 HT, 5' SPR., 2 112- DBH, MULTI TRUNK SPACE AS SHOWN GUY LJT 28 LIGUSTRUM JAPONICUM LIGUSTRUM TREE 8' HI, O' SPR., 2-112-DBH, MULTI -TRUNK SPACE AS SHOWN GUY MG 10 MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD' SOUTHERN MAGNOLIA SINGLE TRUNK. 2' -2.5' DBH, W- 10 FT HT, 3- SPR. CONTAINER GROWN SPACE AS SHOWN GUY OV 16 OUERCUS VIRGINIANA LIVE OAK SINGLETRUNLT-2.5'DBH,O'-1D'FTHFTSPR, SPACE AS SHOWN GUY TO 6 TAXODIUM DISTICHUM BALD CYPRESS SINGLE TRUNK.2'-2.SD8H, 8'-10'FTHT.3'SPR, SPACE AS SHOWN GUY CA 22 ULMUS ALATA WINGED ELM SINGLE TRUNK.2'- 25' DBH, V, 10' FT HT, YSPR, SPACE AS SHOWN GUY SHRUBS SAT 91 SCHEFFLERA ARBORICOLA TRINETTE' TRINETTE 24" HT. z 24' SPRD. I FULL I IG 30"D.C. VO 287 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 24"HT. A I"SPUR. / FELL /3G 31'D.C. GROUNDCOVER AA 46 AGAPANTHUS AFRICANUS LILY OF THE NILE WET K WSPRD./FULL I3G 24'D.C. DT 219 DIANELIA TASMANICUM BLUEBERRY FLAX LILY 18'HT. z 24'SPRD. I FULL 13G 24'D.C. LEG 436 HE OFF MUSCARI'EMERALD GODDESS'PP15,471 EMERALD GODDESS LIRIOPE MIN.6 BIBS I18'OA. 11 GAL. 24- O.C. RI 883 RHAPHIOLEPIS INDICA 'ALBN WHITE INDIAN HAWTHORN 18'OA I FULL 13G 24'O.C. TA 75 TRACHELOSPERMUM ASIATICUJ ASIAN JASMINE MIN. 12 RUNNERS I FULL I I GAL. 24.O.C. SOD SEE PASPALUM NOTATUM ARGENTINEBAMA 501ID, FREE OF PESTS-0 DISEASES FIELD VERIFY OTY. PLANS 'ARGENTINE' MULCH SEE h11N1 PINE BARK NUGGETS A11Ni PINE BARK NUGGETS FREE OF DIRT ANODEBRIS FIELD VERIFY OTY. PLANS i DE N Q E N E a)N d Ud U L L a) O N E z �~ d 0 m N 3 G-p w r^ C T VJ a) J N O W 2`J lQ LLO 7 Q N' Q ` CO U � M D9 ®a 1? 0 C, O C-J Ma ® sm LL � o O � Qa� 0`F j LLN 0O (9 SR 2RIOS EA/GfNEE2fNG, LLC. � Ion 'NO"Ul NDII-ILJ FLAXIIIII q TITLE LANDSCAPE DETAILS PROJMANAOER DATE: CB 04/10/2018 DRAWN BI': SH FEE NO.: JE SCALD: N.T.S. LS1.2 PRO1L(T NO.: 18-009 CALL 48 HOURS BEFORE YOU DIG It's the Lawl 1-800-432-4770 cGyv� S11N91WE S�AIE ONE CALL CF ilDA®1, NG � ;...7 777 t= 0 SEES EET LKA Nt �a 6 U m a z 0 m N 3 TITLE: ® a I a oo J coo - " IRRIGATIO W U I IJAl`q Q N,_ o U� c M LLo V) N O M u PRO/ MANAGER. DATE: ® c N J M o CB J W W n o w DRAWN BY: SHEETNO.: 0A/10/2018 Q® �� GO U a SCALER a� v 1'�=30' NO.: gg L��. lLN Q p 0 PRO1E(T 18-009 IRRIGATION DETAILS 1-INTERIOR OR EXTERIOR WAb MINIMUM CLEARANCE FOR DOOR OPENING y ( MODEL ICXX041A I CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE 12' POW'ER SUPPLY CONDUIT J BOX INSIDE CONTROLLER CONNECT PER LOCAL CODE kA) I -CORE WALL MOUNT CONTROLLER 18m24' COILED WIRE WATERPROOF CONNECTORS (2) ID TAG REMOTE CONTROL VALVE MODEL ICV481ZE,SEE EQUIP. SCHEDULE)G WITH FILTER 'SENTRY UPS) FINISH GRADE STANDARD VALVE BOX SCH 80 TO. E. NIPPLE MAIN LINE PIPE & FITTINGS BRICK SUPPORTS (4) 314' MINUS WASHED GRAVEL PUCE CONTROL WIRES UNDER NWN 0 PCN BUBBLER NOZZLE Q SCH 80 NIPPLE 1 O FINISH GRADE O SCH 40 THREADED COUPLER pi PRO FLEX SWING JOINT: OHUNTER'PRO-FEE%TUBING & �.4 HSBE-050 ELBOWS (2) ALSO 3 MARLEX STREET ELBOW (1) 4 © LATERAL TEE OR ELL 0 LATERAL PIPE 5 OMODEL HCV-50E-501I CHECK VALVE 6 7 C PCN BUBBLER MODEL ET SYSTEM SENSOR (OPTIONAL ET WIND NOT SHOWN) SUITABLE POST OR POLE MOUNT. MIN 611 ABOVE TURF, MIN 15ft AWAY FROM STRUCTURES CONDUIT FROM ET SYSTEM SENSOR TO ET SYSTEM MODULE MODEL ET SYSTEM MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER COMPATIBLE HUNTER CONTROLLERS: SRC, PRO-C, I -CORE, ACC COMMUNICATION WIRE FROM SENSOR TO MODULE POWER SOURCE TNISH TRADE j 12-/16 24" I 4" / // / i� CONCRETE SLAB 24• WIRE 24" 41ERAL �% l 3 i % SLEEVE t 4' 4� RE PVC LATERAL 4' PIPE 4" - 4. SLEEVE MNLINE - 4" Qtu "4'v 4' "Ev w PIPE & WIRE SLEEVINGSLEEV N NOTES: I. BEDDING SHALL BE PLACED AND LEVELED PRIOR M INSTALIATION OF BURY ITEM. FINISH FINAL 2. BACIOILL SHALE SHABE PLACED IN MAXIMUM 6" LIFTS 3. SLEEVE ALL PIPE AND WIRE SEEM MY. SLEEVE 2 X OIA OF PIPE (MIN 2'). ONE PIPE PER SLEEVE SLEEVES TO BE PRIMED AND SOLVENT WELDED, 4. ALL PIPE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS WITH PIPE LABELING GRADE BACKFILL FACING UP FOR INSPECTION PURPOSES PROVIDE A MINIMUM OF Y CLEARANCE TO T - 9DE OF TRENON AND BETWEEN PIPES. 5. ALL I% V. WIRING SHALL BE INSTALLED IN ACCORDANCE WIN LOCAL CODE REQuIREMENTS. ., 5,..f ✓'..).�� THE AND BUNDLE IRNGATIM CONTROL WIRES EVERY 16. PROVIDE LOOSE 20' LOOP AT ALL GPM CES OF DIRECTION OVER 30'. COVER 7. ALL REMOTE CONTROL VALVE PARING NOT INSTALLED WITH MAINLINE PIPE SHALL BE BURY ) INSTALLED IN A MINIMUM 2' SCHEDULE 40 GREY ELECTRICAL CONDUIT OR AS APPROVED. ITEM BEDDING 8. 'NO -POTABLE' WARNING TAPE TO BE INSTALLED ON ALL PRESSURIZED MAINUNES 12' MOVE THE PIPE B. INSTAJJ. ONE ASIA OVAL SLEEVE SIZED TO MATCH THE LARGEST REWIRED SLEEVE WITH ENDS TARED FOR FUTURE USE / E%CAVATED MATERIAL BEDDING AND COVER SHALL _ t MATERIAL SHALL BE 10. SLI3YES TO EXTEND A MINIMUM OF 10 PAST HAROSCAPE PLANTERS CURBS ETC. TO BE STAGGERED/OFFgfi 50 THAT SLEEVE USE IS NOT ED NTH NO TOPSOIL WITH NO SCREENED ORMUXS, BY OSUPP PIPES OTHER p ROCKS LARGER THAN 1". ROCKS. LARGER 11. TRACK PRESSURE SUPPLY PIPING IS INSTALLED WITHWT CONTROL WIRING, A 14 GA WHERE PR TRACKING PARE SHALL BE INSTALLED. CALL 48 HOURS BEFORE YOU DIG y^�9 It's the Lawl G 1-800-432-4770 "p�1 SUNSHINE STATE ONE CALL BE iLIX GA. NC I aq GUa �s6'mOu 1IPtHe sw-rit.car-eree Y sus, unrbi1l1=1y= scvxons an ELL UD HEAD DETAIL Note: Developer/ Contractor shall coordinate with Utilities Department for Water conservation inspection of plumbing and irrigation system by wiling 40MO5-3159. Note: All sprayheads to be installed no closer than 4' from sidewalks 1. C.nslruclian Plans shall include the following taxi: "This project, including both horizontal and vedical conshruction, shall Incorporate WaterSense`v plumbing fixtures and Energy Slar® appliances as required by Chapter 175 of the City of Owee's Code If Ordinances' 2. Nothing within this Chapter 1175) shall require the installation of an litigation system. 3. Landscape Designer must review and understand Ordinance No. 2012003. 4. Chapter 175-5. Section E requires that all Irrigation systems shall be designed by a qualified Imgation Design Professional. 5. A'Letter of Codification of the Design for an IrHgadan System' by an Irrigation Design Professional cerlifying the design is consistent with the requirements of Chapter 175 shall be required to obtain a building or iaigation permit before issuance of said permit. 6. High volume img. 0onareas) shall not exceed sixty percent(60%) of total area to be irrigated. 7. Irr gallon system shell be designed and equipped to operate n the range of 40 to 45 psi at each spray head. B. lingal on system shall be equipped with filter device(,) to ensure - ens ma nta n proper cast and coverage 9. Tuff grass and land sFain, beds shall be irrigated by distinctly separate inig.licH-me R. Irrigation system shall be designed for maximum uniformity over an in gation zone. 11. Spray heatlsndand rotors shall not be mixed Within the same zone. 72. Rolm, asp,.ys in turf areas shall be spaced to achieve head to head coverage. 13. No Irrigation risers shall be used. 74. The re shall be a minimum of four (4) Inch,, between distribution equipment and pavement. 15. Thelandswpear Ipaion system shall be designed to Pr event water wasting, such as direct spray onto buildings, roadways, d6,eways, or other h,,dscape. 16. All I dgal:.n systems shall be equipped with irrigation c.nholler(s) having non-volatile memory or battery backup which retains the lot gotten h d l during and/or after power..logo.. 17. All' gb,n system, must be properly nstalled and mantaned, and must operate technology such as rain and/or soil moisture sensors hich' 111i, t rtupl operation of the Irrigation system during periods of sufficient moisture. 18. w PI se nclude this pacific text Hale on Construction Plans Developer/ Contractor shall coordnate with Utilities Department for water couse-fil,P inspection of plumbing and Irr g,fi o system by calling 407 905 3159.' SYM NOZZLE NOZZLE PATTERN GPM A MAROON 90` ADJUSTABLE ARC .19 B MAROON 180- ADJUSTABLE ARC .37 MP7000 C LT. BLUE 270' ADJUSTABLE ARC .43 8'-15'radius D LT. BLUE 270' ADJUSTABLE ARC .57 E OLIVE 360' ARC .75 F BLACK 90- ADJUSTABLE ARC .40 MP2000 G BLACK 180` ADJUSTABLE ARC .74 13'-2l'radius H GREEN 21W ADJUSTABLE ARC .66 I GREEN 270° ADJUSTABLE ARC 1.10 J RED 360' ARC 1A7 K BLUE 90` ADJUSTABLE ARC .86 MP3000 L BLUE 180` ADJUSTABLE ARC 1.82 22'-30'radius M YELLOW 210` ADJUSTABLE ARC 2.12 N YELLOW 270' ADJUSTABLE ARC 2.73 O GRAY 360' ARC 3B4 P TUROOUISE 45'-105' ADJUSTABLEARC .45 STRIPS& 0 IVORY Sk IS'LEFT STRIP .22 CORNERS R COPPER S'x15' RIGHT STRIP .22 S BROWN Tx3USIDE STRIP .44 BUBBLERS T PCN10 1.00 GPM FLOOD BUBBLER 1.00 AND U PCN50 .50 GPM FLOOD BUBBLER .50 MICRO- V SR-20 90' 2' RADIUS .11 SPRAYS W SR-2H 180' 2' RADIUS .16 X MS-F 360' 5' RADIUS .50 Rai 11 ,_ •Z • 1) REFER TO THE LANDSCAPE PLAITS WHEN TRENCHING TO AVOID TREES AND SHRUBS, 2) ALL NW NLINE PIPING SHALL BE BURIED To A MINIMUM DEPTH OF IS' OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER, 3) ALL POP-UP ROTORS AND SPRAY HEADS SHALL BE INSTALLED USING AN Is- P.V.C. FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALLS, 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING, 6) ALL CONTROL MIRE SPLICES SHALL BE IAADE IN VALVE BOXES USING SNAP-TTE CONNECTORS AND SEALANT. 7) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR rAYLAR) SHOWING ALL INSTALLED IRRIGATION. A IAYLAR OR SEPIA OF THE ORIGINAL PLAN EAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE OHAlVING SHALL LOCATE ALL LANNUNE AND VALVE& BY SHOWING EXACT MEASUREMENTS FRO%I HARD SURFACES. B) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES, 9) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 10) THE EXACT HEIGHT OF ANY I POP.UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 11) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAI.tAGE CAUSED BY HIS WORK. 12) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT ANDWORKMANSHIP. 13) CONTRACTOR TO USE VIN. OF 12 GAUGE WIRE FOR ALL COIAVON WIRES AND t4 GAUGE WIRE FOR ALL CONTROL WIRES. CONTRACTOR ALSO TO PROVIDE 3 SPARE CONTROL PARES FOR ANY FUTURE USE. 14) C014CRETE THRUST BLOCKS ARE TO BE U1 ULRM AT ALL MAINLINE DIRECTION CHANGES. 15) ALL IRRIGATION SHOWN ON PUNS IS SCHEMATIC AND DOES NOT REFLECT ALL FITTINGS AND APPURTENANCES WHICH SHALL BE INCLUDED TO PROVIDE A FULLY FU14CTIONAL IRRIGATION SYSTEM CAPABLE OF PROVIDING 100 PERCENT COVERAGE WITH A 50 PERCENTOVERLAP. SYMBOL DESCRIPTION QUANTITY 11 0.60 GPM BUBBLER (2 PER TREE) 28 O 6' POP-UP SPRAY- HUNTER INDUSTRIES MPR40 WIMP2000 NOZZELS 411 12'POP-OP SPRAY- HUNTER INDUSTRIES MPR40 WIMP2000 NOZZELS 238 HUNTER INDUSTRIES -4- POP-UP Pr ROTORS- PART RADIUS 10 HUNTER INDUSTRIES .4' POP-UP POP ROTORS. FULL RADIUS HUNTER 9CIP SERIES ELECTRIC VALVE WITH ACCUSET PRESSURE REGULATOR 1" HUNTER ICV SERIES ELECTRIC VALVE WITH ACCU-SET PRESSURE REGULATOR 11/2' HUNTER ICC 12 STATION CONTROLLER, 120VOLT © INSTALL WITH A ET SENSOR AND BY-PASS BOX. GROUND WITH AN 8 COPPER CLAD ROD. 1.5' POTABLE IRRIGATION METER TO PROVIDE 55 GPM AT 60 PSI LEE DOUBLE CHECK VALVE BACKFLOW PREVENTOR LATERAL LINE SIZE PER PLAN 3- MAINLINE CLASS 200 P.V.C. SIZE PER PLAN SLEEVING -SCH. 40 P.V.C. MIN. DEPTH OF 24" (ALL (' SLEEVES TO HAVE ACCOMPANYING 2- SLEEVE FOR WIRES) 2 6 as y SA RKfoS ENGINEERING, LLCt. ea! DELANI I AVI I, M10 FAX,"21-31 SLAIL N ,w.., 1 SEE PLAN SEE PLAN ((��%i• SEE PLAN O F --I N Q E N _ EQ 3 Car Ca U LL-N 03 z 2 N m 6 3 a re _ on o U G-�°a LU Q B �GOcwo U� M L° U!_ ®-0 O M D C N J M o JW LL �o Q C6 � U LLN 0O TITLE: IRRIGATION DETAILS PROJXIANAOER: DATE: CD 04/10/2018 DRAWN BY: SHE.ETNO, JB SCALE' N.T.S. LS2.2 PRO1B(T NO.: 18-009 RTSHIA Aand Tapered St dP0-llmida Ntmg, VAL/TNON/A6/GNTiN® 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.7 1.0 1A 1.7 1.8 1.5 1A 0.] 0.4 0.3 02 O3 0.5 1,1 23 3.9 6J �.1 4.5 2.6 1..3 0.5 0.200.1: 0.1 0.0 O OE: 0 0 1.1 1.7 r 2.3 3.4,. 3.4 2.41.6 1.0 0.6 0.6 0.5 0.7 1.0 1.8 3.2 5.1 7.5 8.4 5.5 3.5 1.8 0 9 0.4 - 01 0.1 0.0 mD0 0 1.4 2.3 3.6 5.9 4.9 3.6 2.3 1.5 1.4 1.8 I.7 2.0 2.2 3.3 4.0 5.5 6.2 6.2 4.6 4.0 2.3 1 1 0 4 0.2 0.10.1 U 00 0 1.9 3.1 6.0 P06.8 4.9 39 22 3.7 43 4.2 4.6 4.6 5.5 5.9 6.7 7.7 6.4 3.6 4.8 2.6 1.3 05 02- 0.1 0.1 D ®❑Qi.J ® 0.3 ��.II 0 0 0 0 4 0.8 1.5 2.6 4 0.7 1.3 2.1 4.7 7.7 5.7 4.7 6.3.• ® ® ® e0D 3.2 4.5 4.3 4.2 6.3 ® ®u 7.1 3.0 1.6 0.8.' 0.9 3.5 2 1 1.0 " 0.4 0.25 0.1 0 0.3 0.1 ®a G 0 4 0.7 1., 1.6 19 2.8 2.9 3.5 3.8 ®n. 9.1 - 4.1 31 19 0.7 0.4j2 0.1 0 0 3 0.5 0.8 1.1 1.3 1.7.. 1.9 3.0 61 7.4 4.0 3T 2.3 0.9 0.4 0.1 o0D 0 0 3 0.5 0.7 t 0 1.3 7.7.. 1.8 2.9 6.0 '. 1:3 3.5 ®.9 7.3 3.3 04.8 .4.88 4.7 5$ 2.2 0.2 0.7 5.1 3.0 2.4 1.4 '�, 0.4 0.3T 0.1 ' 0 0 2 0.4 0.7 1.1 1.7 2.4 2.7 3.8 4.2 2.4 4.0 4.1 2.0 3.1 4.1 4.1 4.5 3.4 : 2.1 0.6 0.7 22 1.9 1.6 0 8.', 0.2 0.2 0.1 0 0 2 0.3 0.7 1.3 2.3 3.4 4.5 5.4 4.5 3.1 24 1.6 1.1 1.0 1.0 1.1 1.2 0.9 0.8 0.5 0.7 1.2 1.2 1.0 0.5.0.1 0.1 0.1 0 0 A 0.3 0.6 1.4 2.8 4.7 7.0 8.7 5.6 3.8 2.0 1.0.... 0.7 0.7 .1-0... 1.2 1.7 2.2 1.9 1.9 1.5 1.3 1.2 0.9 OA 0.1 0.1 0.1 0 0 .1 0.3 0.7 1.6 3.4 5.8 10. 7.8 4.6 2.4 1.2 0.8 1.8 3.6 4.5 49 6:2 6.5 5.7 2.2 3.6 2.2 1.2 0.4 : 01.E 0.1 0.1 ® G" - ® ® m ®i° 0 0 A 0.3 0.6 1 3 2.8 4.6 6.5 8.2 5.6 3.7 1.9 1.0 0.9 2.5 8.4 ® 6.9 - 3.3 1.7 0.8 0.2 0.1 0.1 0.0 0 A 0.3 0.7 1.3 2.2 3.3 4.2 4.8 3.8 2.7 1.7 1.0 1.0 3 5 8.2 � 9.2 4.7 2.4 1.2 ' 0.3: 0.3 0.1 0.0 0.0 2 0.4 0.7 1.1 1.6 2.1 2.3 2.6 2.2 1.8 1.3 0.8 1.0 34 7.0� 9.2 5.0 3.4 2.3 0.6 0.42 0.1 0.0 0.0 2 0.5 0.7 0.9 1.1 1.2 1.3 IA 1.2 1.2 I.0 0.7 1.1 2.8 8.] ® 9.4 4.2 1.0 4 1 0.1 ' Oil n i ILI 0.0 2 0.7 ,' 0.8 0.9 0.9 0.9 1.2 1.5 1.9 1.5 1.6 1.3 2.1 4.0 7.7 1 7.9 - 4.5 2.8 1.7 0.4' 3.4 0.1 0.1 0.1 2 11 1.2 1.1 1.0 1.1 2.8 4.3 5.4 4.4 3.9 4.3 5.1 6.0 7.9 ®w 8A 3.8 2 2 1.2... 0.2 .2 0.1 0.2 0.2 18-.i.5-�.:.-�.9-+i- ,.®-.:�:&. ®-- ® 42... 3.5 2.1 1.0 ,� .1 0.1 m® 0.2 0.4 9 2.8 2.7 L9 1.4 2.3 5.7 43 3.5 22 1- i 0.2: .2 0.1 0.2 O.s .9 z 33.o t.9 1 4 z.a 5 e P'® ®iO 7.6 a.0 z 6 t 7 0 a .3 0.1 0.2 0.3 7 2.2 2.3 1.8 1.4 2.5 5.6 6.3 4.6 3.6 3.2 0.9 .4 0.1 0.1 0.2 3 1.4 1.5 1.3 1.3 2.5 5.4 ®,'0 9.6 3.8 3.3 3.0 0.8 .4 0.1 Bm 0.1 0.1 .2 0.9 1.0 1.0 1A 2.1 4.7 y® 7.4 3.3 20 1.6 0.3 .3 0.1 0.1 00 .1 OS 0.6 07 d 09 1.8 35 4�3 96 52 714 8 9.6 4.8.. 32 2 3.2 2.4 650 93 6.0 -6.5 55 3.1 1.5 1.0 02 .2 0.1 0.1 .3 0.4 0.6 0A 1.4 2.1 3.5 4.3 4.3 3.3 3.0 2.4 2.3 2.4 2.3 t.b 2.1 2.4 2.7 2.0 2.1 1.7 1 0 0.6 0.2 .I 0.1 0. 0.1 0.5 0.8 1.4 2.2 3.2 3.2 2.5 1.5 1.1 1.2 1.5 1.7 1.6 1.1 0.7 0.9 0.8 0.8 0.8 1.1 1.0 0.7 OQS .1 0.1 0.1 02'_O. 0.7 1.3 1.9 3.4 3.4 1.0 1.3 1.2 261 3.4 CS '.4.4 2.7 13 2.2 2.4 1.3 0 2.5 26 �79 0.6 .1 O.0 A 0.10.2 0.3 0.8 1.1 1A 0.8 0. 7 7.7 8.3 7.3 3.2 1.1- 2.6 O4 0 -1 3 O 9 3:0 Q 3.2 - 2 1.0 .t K0.0 9(M CALUOUT SYMBOL LAMP DESCRIPTION BALLAST NOUNTINC MODEL VOLTS QUANTITY fTA1GNUl6 01 (D IfD, 09M LID MTI x) 10 C EtfC1ROHc VIl1 tlltwnb 110V 1P SW u -111 mOlflJmlcs 114 o n 11C, 400IX, O Du„- Tx1 u°00w1.i KK Ilcc ()) 1168 osr4z IEY 1xIH 3 ualr LLD'4 ¢ccmwc uu,a„u UMlh0. IP Uwm+uu m w t4CMA IOOGf !ND S 30 >OOnA 4 DOiiAAWW7M VAIOWY ft MTO T6N YMLT Y 14.H / 0 OJ (1) IID. C9M'I IID xf1N (f) 10 =mmc WNL IxOV 1P YM 3MTO w UWT1lDllly�l�lm1hhk t>s OPT5 4W0(O C Ob(Y44ID ]SpnA Tx5 YWLT� ar � US (1) Lm, D. IID PB 4Ut T. mmc pmWwnk ixOV 1P TW 13 e-O uw.r ilpt NOTE i. READINGS ARE SHOWN IN UNITS OF MAINTAINED FOOTCANGII ES, 2. TOTAL LIGHT LASS FACTOR (LLF) - 0.95 LLF FOR LED 3. TEST PLANE = 0' AFF 4. OS FIXTURE MOUNTING 14EIG14T = 30'-0* AFF FOR POLE -MOUNT 5. DI, D2, AND D3 FIXTURE MOUNTING HEIGHT = IV-0" AFF FOR WALL MOUNT 6. THIS PHOTOMETRIC LAYOUT WAS CALCULATED USING SPECIFIC CRITERIA. ANY DEVIATION FROM STATED PARAMETERS WILL AFFECT ACTUAL PERFORMANCE. 7. THESE UGHfING CALCULATIONS ARE NOT A SUBSTITUTE FOR ENGINEERING ANALYSIS OF LIGHTING SYSTEM SUUABIUIY AND SAFETY, o,l 0.0 0.5 0.3 0.2 (18 ® ®" .8 1.0 .1 OA 0 --** 10.0 no0 0.1 0.2. 0.2 0.2 0.2 1.0 0.1 ` 0. 0.1 0.1 0.8 .2 .OV ® - - i .2 1.4 .5 1.2 .1 m .1 I0.0 1 D 0.0 DA 0.1 0.5 _ .0 ® ® ® .0 0.8 0 2).0 OT 00 0.0 .8 0.5 14 .07 O2 0.4. 1.1 07 'O2 Od 0.9 07 .7 0 D 00 Io.O' A O 0.0 0.1 _. 0.7 0.0 '. 0.0 0.0 0.0 0.0 0.0 ---0 00.0 0.0 0.0 0:4 - 0.3 ' �Q.O 1 0 0 0 0 _O_ 00 --0 0 0 0 00 0.1 D ID 0 0 -0 G o- 0 0 v a O a o -Do i). 0 0 0 0 0 ®Do 10 v v o o 0 0. D 0 0 % - '0 0 0 -0.0 0.0 0.0 0.0 0 0 0 D 0 0 GO DO D D: 0 ! ID ; ''.. . 0 0.0 0 0 0 \ 0 0 0 C IO 0 0 0 DO 0 10 I S ENGlNEERfNG, LLC. nF1.A o t, F O TITLE: SITE LIGHTING PLAN PRO)AIANAOER: DATE: EP 09/I8 DRA\\'N BY: I SHEET NO: LS2018-010 1 18-009 LEGAL •A DESCRIPTION (PREPARED BY OLD REPUBLIC NATIONAL 'njLE INSURANCE COMPANY, DATED 018.M R,05): PARCEL 1: A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SECTION 18, TOWNSHIP 22, RANGE 28 EAST. ORANGE COUNTY FLORIDA, MORE FULLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SAID SE 1/4 OF THE NW 1/4 OF SECTION 18; THENCE SOUTH 69'23'42' W ALONG THE NORTH BOUNDARY OF THE SAID SE 1/4 OF THE NW 1/4 A DISTANCE OF 40.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY UNE OF STATE ROAD 437; THENCE S 016'39' W ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 245.20 FEET TO THE POINT of BEGINNING; THENCE S. 89'23'42' W AND PARALLEL TO THE NORTH UNE OF THE SAID SE 1/4 OF THE NW 1/4 A DISTANCE OF 516.59 FEET TO THE APPROXIMATE CENTER UNE OF AN EXISTING DRAINAGE DITCH; THENCE S 11019' W. ALONG THE SAID CENTERUNE 268.43 FEET TO A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY UNE OF PALM DRIVE; THENCE S 50'23'11' E ALONG SAID RIGHT-OF-WAY UNE A DISTANCE OF 673.25 FEET TO A POINT ON THE SAIO WEST RIGHT-OF-WAY UNE OF STATE ROAD 437; THENCE N 016'39' E ALONG SAID RIGHT-OF-WAY UNE A DISTANCE OF 703.10 FEET TO THE POINT OF BEGINNING. PARCEL 2 A PORTION OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, MORE FULLY DESCR18ED AS FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF THE SAID SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 18. THENCE SOUTH 89'23'42' WEST ALONG THE NORTH BOUNDARY OF THE SAID SOUTHEAST 1/4 OF THE NORTHWEST 1/4 A DISTANCE OF 4O.DD FEET TO A POINT ON THE WEST RIGHT OF WAY UNE OF STATE ROAD 437 AND THE POINT OF BEGINNING, THENCE CONTINUE SOUTH 89'23'42' WEST ALONG THE SAID NORTH UNE A DISTANCE OF 512.76 FEET TO THE APPROXIMATE CENTERUNE OF AN EXISTING DRAINAGE DITCH; THENCE SOUTH 110'19' WEST ALONG THE SAID CENTERUNE 245.29 FEET; THENCE NORTH 8923'42' EAST AND PARALLEL TO THE NORTH UNE OF THE SAID SOUTHEAST 1/4 OF THE NORTHWEST 1/4 A DISTANCE OF 516.59 FEET 70 A POINT ON THE AFORESAID WEST RIGHT OF WAY UNE; THENCE NORTH 016'39' EAST ALONG THE SAID WEST RIGHT OF WAY UNE 245.20 FEET TO THE POINT OF BEGINNING. SURVEY NOTES: 1. THIS SURVEY REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DESCRIBED BY STANDARDS OF PRACTICE FOR SURVEYING AND MAPPING, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODES. 14 SILVER _A'. FED THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SURVEY IS LIMITED TO: (1) THE DOCUMENTATION OF THE PERIMETER OF THE PARCELS OF LAND SHOWN HEREON BY MONUMENTING THE BOUNDARY LINES FOR THE PURPOSE OF DESCRIBING STARK LAKE THE LOCATION OF ACE IMPROVEMENTS. AND AND S PARCELS.ARKED )WERESPOT L HREREON. UNDERGROUND MAID INSTALLATIONSUNDERGROUND ANDCONTOURS. THISDRAINAGE Y L&5 DIVERSIFIED. FOUNDATIONS2) AND ENCROACHMENTS NOOT CATEDARE NOT SHOWN SITE COULDAHAVE THAT ARE NOT SHOWN HEREON. q 3. THE SURVEYED PROPERTY SHOWN HEREON CONTAINS A TOTAL AREA OF 8.690 ACRES (378,545 SQUARE FEET) MORE OR LESS. PARCEL 1= 5.793 ACRES (252,361 SQUARE FEET). PARCEL 2= 2.897 ACRES (126,184 SQUARE FEET). 4. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD03), AND STATE PLANE COORDINATES, FLORIDA EAST ZONE (901) AND ARE RELATIVE TO FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFIED CORNER RECORD: 66269, BEING A 4X4 CONCRETE MONUMENT WITH 3' ORANGE COUNTY DISK IN WELL BOX, AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION CERTIFIED CORNER RECORD: 6627Z BEING A REBAR AND CAP (CAS LB #3110)IN CUT-OUT. 5. THE ELEVATIONS SHOWN HEREON APE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVDBB), AN ORANGE COUNTY BENCHMARK C1051016, HAVING AN ELEVATION OF 122.74 FEET, BEING A 2 1/2 INCH BRASS ORANGE COUNTY CONTROL DISC IN TOP OF 0.9 FT X 9 FT CONCRETE HEADWALL 25 FT+/- NORTH OF THE NORTH EDGE OF FRANKUN STREET 185 FT+/- EAST OF THE NORTHBOUND ON RAMP TO THE EXPRESSWAY. 6. THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR CLARITY, THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SHAPE OR SIZE OF THE FEATURE. j 7. THE INFORMATION DEPICTED ON THIS SURVEY REPRESENTS THE RESULTS OF A FIELD SURVEY ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS A REPRESENTATION OF THE GENERAL CONDITIONS EXISTING AT THAT TIME. 8. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN FLOOD ZONE X. AREA OUTSIDE THE 100 YEAR FLOC PLAIN, PER FLOC INSURANCE RATE MAP PANEL 210 OF 750, MAP NUMBER 12095CO21OF WITH AN EFFECTIVE DATE OF SEPTEMBER 25, 2009. 9. THE SURVEYOR DID NOT INSPECT THE PROPERTY SHOWN HEREON FOR ENVIRONMENTAL HAZARDS SYMBOL AND ABBREVIATION LEGEND: 10.FENCES AND WALL DIMENSIONS ARE APPROXIMATE. THE SURVEYOR DID NOT DETERMINE OWNERSHIP OF WALLS AND FENCES. ® CABLE TELEVISION CABINET ® CONTROL STRUCTURE CM CONCRETE MONUMENT 11. THIS FIRM IDENTIFIED VARIOUS TYPES OF TREES LOCATED ON THIS SITE BASED ON COMMON KNOWLEDGE OF TREE SPECIES. A QUALIFIED LANDSCAPE ARCHITECT SHOULD BE EMPLOYED FOR A CABLE TELEVISION MARKER ® STORM DRAINAGE MANHOLE E EAST/EASTING POSITIVE IDENTIFICATION OF TREE SPECIES. TREE DIAMETERS ARE APPROXIMATE AND WERE MEASURED AT BREAST HEIGHT. ONLY TREES 3 CALIPER INCHES OR LARGER WERE LOCATED AND SHOWN ON THE SURVEY, HEDGES AND GROUND COVER WERE NOT LOCATED AND ARE NOT SHOWN. EXOTIC TREES SUCH AS MELALEUCA, BRAZILIAN PEPPER AND AUSTRALIAN PINE WERE NOT OR) CABLE TELEVISION RISER m MITERED END SECTION EC EDGE OF CONCRETE LOCATED OR SHOWN HEREON. CM CABLE TELEVISION VAULT 0 FOUND BRASS OR ALUMINUM DISK ELEV ELEVATION ® ELECTRICAL CABINET E FOUND CONCRETE MONUMENT EP EDGE OF PAVEMENT CONCRETE LIGHT POLE O FOUND IRON PIPE ESMT EASEMENT 12.ORNAMENTAL PLANTS, HEDGES, SPRINKLER HEADS WERE NOT LOCATED. RW CONCRETE POWER POLE O FOUND IRON RC FF FINISH FLOOR 13. A SUNSHINE 811 'DESIGN" TICKET (®068804837) WAS OBTAINED TO DETERMINE THE UTILITY PROVIDERS WITHIN THE PROJECT LIMITS. THE PROJECT WAS SCANNED FOR UNDERGROUND UTILITIES * FIBERGLASS LIGHT POLE O FOUND NAIL & DISK FND FOUND USING ELECTRONIC DETECTION DEVICES AND GROUND PENETRATING RADAR (GPR). ANY UTILITIES FOUND WITHIN THE PROJECT LIMITS WERE SURFACE PAINTED AND FLAGGED WITH THE rma GUY POE ® SET CONCRETE MONUMENT INV INVERT APPROPRIATE COLOR AS RECOGNIZED BY THE NATIONAL UTILITY LOCATING CONTRACTORS ASSOCIATION (NULCA). ANY UTIUTIES MARKED BY ANOTHER FIRM HAVE BEEN VERIFIED BY AN L&S GUY WINE 0 SET IRON ROD LB LICENSED BUSINESS DIVERSIFIED UTILITY LOCATOR. UTIUTY PROVIDERS ARE AS FOLLOWS: AMERICAN TRAFFIC SOLUTIONS; CHARTER COMMUNICATIONS; CITY OF OCOEE, ENGINEERING/UNUTIES DEP; DUKE ENERGY; AT Lf< LANDSCAPE LIGHT 0 SET NAIL & DISK LS LICENSED SURVEYOR & T / DISTRIBUTION; & CENTURYLINK. ® ELECTRICAL MANHOLE ® SET TRAVERSE POINT OR BENCHMARK PS PARKING SPACE MIT SHOULD BE UNDERSTOOD BY THE CLIENT THAT SOME UNDERGROUND UTILITIES MAY NOT BE MADE OF A CONDUCTIVE MATERIAL OR MAY NOT RETURN A GPR ECHO AND THEREFORE CANNOT BE ® ELECTRICAL MARKER CM TELECOMMUNICATION CABINET HC HANDICAPPED DESIGNATED WITH ELECTRONIC PROSPECTING EQUIPMENT OR GPR. BEFORE DESIGN, CONSTRUCTION EXCAVATIONS, CONTACT 811.COM (811) AND THE APPROPRIATE UTILITY COMPANIES FOR FIELD METAL LIGHT POLE ® TELECOMMUNICATION MANHOLE N NORTH/HDRTHING VERIFICATION OF UTILITIES. ll&� POWER POLE ® TELECOMMUNICATION MARKER N/D NAIL AND DISK 15. L & S DIVERSIFIED. LLC DID NOT SEARCH THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS AFFECTING THE PROPERTY m ELECTRICAL METER (mTELECOMMUNICATION RISER PB PLAT BOOK BEING SURVEYED. THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. In ELECTRICAL PANEL CM TELECOMMUNICATION VAULT PG(S) PAGE(S) WAS BY L & S DIVERSIFIED, LLC L&S HAS TAKEN ALL REASONABLE STEPS TO ENSURE THE ACCURACY OF THIS DOCUMENT. WE m ELECTRICAL RISER IM TRAFFIC ELECTRIC CABINET PC POINT OF CURVATURE 16.THE INFORMATION CONTAINED IN THIS DOCUMENT PREPARED (L&S). CANNOT GUARANTEE THAT ALTERATIONS AND/OR MODIFICATIONS WILL NOT BE MADE BY OTHERS AFTER IT LEAVES OUR POSSESSION. THIS DOCUMENT MUST BE COMPARED TO THE ORIGINAL HARD DD TRANSFORMER ® PEDESTRIAN CROSS POLE PT POINT OF TANGENT COPY (WHICH BEARS THE RAISED SURVEYORS CERTIFICATION SEAL IF APPLICABLE) TO ENSURE THE ACCURACY OF THE INFORMATION CONTAINED HEREON AND TO FURTHER ENSURE THAT ® ELECTRICAL VAULT ® SIGNAL MAST ARM PCP PERMANENT CONTROL POINT ALTERATIONS AND/OR MODIFICATIONS HAVE NOT BEEN MADE. L&S MAKES NO WARRANTIES, EXPRESS OR IMPUED, CONCERNING THE ACCURACY OF THE INFORMATION CONTAINED IN THIS OR ANY WOODEN LIGHT POLE ® TRAFFIC ELECTRIC VAULT PRM PERMANENT REFERENCE MONUMENT DOCUMENT TRANSMITTED OR REVIEWED BY COMPUTER OR OTHER ELECTRONIC MEANS. CONTACT L&S DIRECTLY FOR VERIFICATION OF ACCURACY. cps WOODEN POWER POLE WATER AIR RELEASE VALVE PS PARKING SPACE 17. THIS SURVEY MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1'-40' OR SMALLER. A FIBER OPTIC MARKER .- BACKFLOW PREVENTER It PROPERTY LINE ® FIBER OPTIC RISER FIRE DEPARTMENT CONNECTION PSM PROFESSIONAL SURVEYOR AND MAPPER 1B.THIS SURVEY CANNOT BE RELIED UPON BY PERSONS OR ENTITIES OTHER THAN THE PERSONS OR ENTITIES CERTIFIED TO HEREON. 0 FIBER OPTIC VAULT FIRE HYDRANT R RADIUS FORCE MAIN AIR VALVE A WATER MARKER RCP REINFORCED CONCRETE PIPE 19. ADDITIONS OR DELETIONS To THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. A A KETEASE FORCE MAIN MARKER BOB WATER METER RIS REGISTERED LICENSED SURVEYOR 2DTHE DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE WITH NO GORES, GAPS, OVERLAPS OR HIATUS. W FORCE MAIN VALVE m WATER RISER R/W RIGHT OF WAY W IRRIGATION VALVE V WATER VALVE S SOUTH 21.DURING THE FIELD SURVEY OF THE PROPERTY, THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED ON THE PROPERTY. ® BOLLARD AL WETLANDS CONTOUR O CLEANOUT ASPH ASPHALT -ab- SPOT ELEVATION 22.NO ZONING INFORMATION WAS INCLUDED TO THE SURVEYOR WITHIN THE DOCUMENTS PROVIDED. ® MAILBOX BC BACK OF CURB 110 WIN WATER 23.SUBECT PROPERTY HAS DIRECT ACCESS VIA CYPRESS HAMMOCKS BLVD, AND VIA UNNAMED PRIVATE ROAD (PARCEL 2). BY WAY OF LAKE UNDERHILL ROAD. ^^ MULTI STAND SIGN 4� BM BENCH MARK -m- BURIED CABLE TV ® SATELLITE rL CENTER LINE -a- BURIED ELECTRICAL 24.NO EVIDENCE OF ANY SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILLS WERE OBSERVED TO SUBJECT PROPERTY. 4 SINGLE STAND SIGN C CHORD DISTANCE -w - BURIED FIBER OPTIC ® UNKNOWN MANHOLE CD CHORD BEARING -mv- BURIED FORCE MAIN 25.NO ENCROACHMENTS WERE OBSERVED ON SUBJECT PROPERTY. GO UNKNOWN UTILITY RISER GLF CHAIN LINK FENCE -m- BURIED GAS 26.THIS SURVEY WAS COMPLETED WITH THE BENEFIT OF OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY. TITLE COMMITMENT 948613. DATED MARCH 5, 2018 AT 11:00 PM. ® UNKNOWN VAULT CONC CONCRETE -wv- BURIED RECLAIMED WATER (D UNKNOWN VENT- DRAINAGE PIPE -®- BURIED SANITARY SEWER ® WELL -NV- RIGHT OF WAY UNE -rt- BURIED TELECOMMUNICATION O WETLAND FLAG BUILDING LINE -ert- BURIED TRAFFIC ELECTRICAL A NATURAL GAS MARKER EOGE OF PAVEMENT -u- BURIED UNKNOWN m NATURAL GAS METER CENTERUNE -u- BURIED WATER SCHEDULE BII EXCEPTIONS: CERTIFIED TO: NATURAL CAS VALVE GREASE TRAP CENTERLINE 12. SEWER SERVICE TERRITORIAL AGREEMENT, RECORDED IN O.R. BOOK 3894, PAGE 1363, AS AMENDED IN O.R. BOOK 4702, PAGE 25B9, O.R. BOOK 5896, PAGE 3531, AND O.R. BOOK 6432, PAGE SHINE OCOEE, LLC IB NATURAL GAS VENT ® SANITARY SEWER MANHOLE CONTINUOUS 2130, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (AS TO PARCELS 1 AND 2). BLANKET - AFFECTS PROPERTY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY a RECLAIMED WATER AIR RELEASE VALVE A SANITARY SEWER MARKER - - - DASHED LINE ATTORNEYS' TITLE FUND SERVICES, LLC A RECLAIMED WATER MARKER OD SANITARY SEWER RISER -- FENCE LINE 13. WATER SERVICE TERRITORIAL AGREEMENT, RECORDED IN O.R. BOOK 4034, PAGE 291, AND OR. BOOK 4102, PAGE 367. AS AMENDED IN O.R. BOOK 470Z PAGE 2576, AND O.R.BOOK 6432, PAGE ASMA & ASMA P.A. CRAMER' PRICE & DE ARMAS, P.A. ® RECLAIMED WATER RISER SANITARY SEWER VALVE 2116. OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. (AS TO PARCELS 1 AND 2). BLANKET - AFFECTS PROPERTY BARRIOS ENGINEERING, LLC tW RECLAIMED WATER VALVE CATCH BASIN -�v- FORCE MAIN -¢Jn- GAS UNE 14. DRAINAGE EASEMENT AGREEMENT IN FAVOR OF THE CITY OF OCOEE RECORDED IN O.R. BOOK 10191. PAGE 1895, PUBLIC RECORDS OF ORANGE COUNTY. FLORIDA, (AS TO PARCEL 2). AFFECTS PVC POLYVINYL CHLORIDE CONCRETE ------ EASEMENT PROPERTY - PLOTTED HEREON (D) DESCRIBED MEASUREMENT (C) CALCULATED MEASUREMENT -m - IRRIGATION LINE 15. DRAINAGE DITCH ALONG WEST ONE. (AS TO PARCELS 1 AND 2). AFFECTS PROPERTY -PLOTTED HEREON. TREE OAK TRAV TRAVERSE -a- OVERHEAD ELECTRICAL UNE 16. RIGHTS OF THE LESSEES UNDER UNRECORDED LEASES. (AS TO PARCELS i AND 2). -NOT SURVEY MATTER. TREE CAMPHOR UCOEf PROPERLY I -EDIN REVISIONS SURVEYOWSCERTIFICATIOH PROIECTNo. 180038 DRAWING N. ( S RAXItIOS ENGINECRING, LLC rvo_ DATE - ,r L �J D[SCF Ci O.Y +rtr SECTION 19, TOWNSHIP 22 SOUTH, RANGE 28 EAST = R= ". , , 'r<„ ,. , •r^';., , J ,., .-,, =,rt, ,, �/-1 ;: DIVBfSIfIG'd CITY OF OCOEE BOUNDARY /TOPOGRAPHIC SURVEY ORANGE COUNTY, FLORIDA - - - 0 w m W Z Z p =a U Q Z G�(\ O muT,w , Barem, I �e I�ive> w <� < 1 1/4 mraaEx °V d Fouxo x-cur waxArm EExrET a x.• oaR /j in• w xo m renal ,emu-R ax. Deem 274 .17' S00'48'15'E- - S0024'41'E 1292.32' 1 raulro xA2 a asu b 1 ' \® rwlm ,/f wa �o'oae3Tz 1 1 e' RCP 1 iWE 1➢nAxi i 6 r I Ni15{x.T]S ,Ap E{]m]B s]IX& Grt31 BA9N ��, �� V ( ,� �y } ISIf]1Tgi PIXlO iaP FI2V-ifaiT 510�' GiGI OAS WAIET ¢twi12]Y ti `aa� NW N1(JrR'O�)efi{.tr I GlET01a /A13 8il(b'RCP}ita0{' EIE1mS' ft� C NOT PLATTED +ft� �WJL _ •� . ^ ^ � /� / / I I pgRC22-28-0011 OWNER:CITY OF OCOEE SiV EIEV-,Ia10' — IF ^ ti / / P,e^ �'G�. wnaT E]m Nor fauxO `,b •� ++° \ __ a d �� k / / •,be I As»w.r � , PARCEL' -28-00tt `oER: CITY of OCOEE / PAACEL:18-22-2B-DDo0-00-03e OWNER. FREEMAN CLIFFORD REAL ESTATE ''w ,taTSY , \ 7 - \ s't 1/Y BCN Pao 6 GP g 8 ° • 3]ANPFD m RIB 1 I 1 e `^b ^"'' • ( ez n"'f.�n _•^ ✓. . '0:\\ NOT PLATTED ma's°,+• ° S00'OS 26"W(C 8.43 ^ct �- - � �4.> _ �.5'2�_. 245.29`-�,,,'� T � 3m1o19av W-CD) (D� b 1 2'i{xo® s' ^^ « / / : smw urtuaa ow sxcnoN ?` fi E a' a rv18u+x uEv is'2n P m SErf/3'•wm�iv-P]o��• k z°�s>�m /•.�eab /�� j/^ ryy 14, na xw iji gsrx''n/a{110 op LET i 1e •� m - NV EIEN1laBe' ry / •� ® e' � // �! \�� wnm+ wo NOT ruwfo I^^e ,r„( ° d /� � y �yory •° ' ^o � �4 - +� l PARCEL 2 -� < ACREAGE= 2.897 (126,184 SOFT.).,� x • • ,I OWNER: WEST ORANGE PARK PROPERTIES V. LLC \ of a .o i/ . '_ •p ? ami G/k/G WEST ORANGE PROPERTIES V. LLC,, In ZI PARCEL 1 A ACREAGE= 5,793 (252,361 SO.FT.) Y • �C° ,A' m OWNER: WEST ORANGE PARK PROPERTIES, LLC e°•�� • w'E° d/tea° PALM DRIVE Ay//+`,.� / �'i 'P \• sm u uuaaE m PUBDC RIGHT-GF-WAY AS ROADWAY (21' WDE)/,,. A " ��✓�° N ie{a�io0yao • x'� T a 3°Y e °. E 47B,m.]0 ` ee t ��/c smarm 'mnv rr m ]Bu• - ---- _ e�mx wula+0 I / ymvx lu]a \,B/•1� 1i•/eP 'B� ``° b 9 � ° \ ./ �—,C�'1 th I �� 11 4 iremnYivuAiiin •P ��;/ 'F° � was Ir °m a Rus,m slnrr j w �� °o �� ,d+ .P� � I NOT PLATTED S ��ra ! �y T9 �_ i �A' 'u• I g auss ,01, • :�, K�,\ e � �Y mlvwnY caisTNc,lax Ewvewr I � PARCEL I8-22-28-O'OESHA -035 QAaaNua /� ^` x ,I • ) 11 �% 1 ox 000x 101%.PACE tens I I OWNER: TODLSIE BESHAM Z 41, O HroRAM P .°`�'1 xF-_._... `d ��'E^ \� NOT N USE I ` Ig°y^ q1J •,0F! EYS x = Q SIOPo! Ionian ft3l rCTON ° J ` //• �° v U Z 2nos•Ra.-I --le � /.,`.t0� �'2�j" x tg° :� ,'� •A° I T3 ,Cp +°,'F ;T° •/ � e_ � F�TRcc POINT OF BEGINNING ,3U ' \\\ PARCEL 2 (NE CORNER Q z TOP O2NimJl• ^^ `,�% • j ` • 9R �N 1'S 6FA 50�8 I 1 _ OF PARCEL 2) o'Rrv7-iiam• .c g ``O^ ! POINT OF BEGINNING r e{>uw.fa ''r,. Z xw vMz.iH•xw}, a,v a' x a2 ,, 8• ``/ ! ' Ivm I 1 � s w aB'xm•Rw ne.ly v � /4,� k PARCEL AO ! 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'�,e—»�—Ro--nrs—w® xo—No—�—w— Iv.:�-"g �a-L]-m 3� ,m_fms Ime —p° 1 fe— >Imm-fma_ vmfe� fm] /fiau Im - �'�nv.,"1�nY --nox 1tB.a-. ,a>x .�_.u•---u --- �ar - '2°3 1J .-. _. 1 • uo.m noes • nam nv. -v7.e ue.T vaz Ime - ___ ,ae — --_ luu -'tu2z ,u33 , 32 3z -- B_�y-nv.0° •tm30 � �.�, _M1., a,mJ---1TaS z _ ,mm _.-Im31-----ixa3{ ,aaav - f - T-l.ao 1 S -- :i:x o ,ziat _. u-,,>.a''- Im - al _- -tg,Ti'N �-1TI.e]-" iTztF y R� qI RI a:YO 122u I tOTiCiOa EE� AP1AO-PI2KzA]a ROAD f (S-.R-..- 437) q � � 58923'42'W 40.00' B NOO'48'15'W u xtmfa m " w - - • •1 4a 3 1 �a1m33--•120a3_atmM - tm%-x_rmT�1x0.W-•- � R -—T1mB3^'�'iT1.W—.'1mH- a1mOJ-61 :+n OO7-TI \ TiRI.M�x121A3-e121.T—•ixt.�- TIT2O8 e1:22Y Tix2M- �T1T261—e1T1Te' -T IT231—et]203 ��122H3��im0i- - �Tp RITE-(m]4 t•121.{7— 1 H D.% xlal vim3l 1 SJ --imW Ima1 1292. 2 •t m � - I /FDDT MAP SECTION 75180 PGBDC RIGHT-OF-WAY ASPHALT ROADWAY (BOi WIDE) • fzJ. _ •tmm 9 1mR ,mR Timm �'n•, m.m - _ ,mm_.-- tmm _-,mm-.-.imm fine{ •Im.R n'P1 ,�. 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STaRY GIOi eA9N giS•�}„612 310'W Gla1 f1A5W Imw tmp� ( E NIY.O'NfP„At{' ,� ' WUNIY p51( BI 1a11 �% SNW G1W BA9N mm� Sfam Yllt T ENa ffC11W 1W EtF*imltl WKtS1iN 00' 13213' ii"' 12Lm CQ1/ OeSTaO lOr F]E1'-nO.BS' i3'RG BINTT FLL'.dtf>.)Y S,aal NIRI® ENO sECTai fl1�IST�}•i].],' 6 M le'R�}1,aAY 1� a. N M{T1'RtPppiiO4�T S1� GTl]f BA911 'R� TIIERi k1EW11].{Y 1W pEWiiB: '� 5 N`,(13'R�}ll]AS' NV(IS'RW}ita{d Im� W N1(i01oMRGr,1 . � IfP ElEV-im1Y 5 Wll((IS'RG}}ii'.S{' 5 FssttICRCP}}It&,ST' N0(i511w}il .W sllxFu uA2r ! wKs{R@pn p POINT OF COMMENCEMEN nEV-2!T TOP �y J NORTHEAST CORNER OF SE 1/4 W N a Pxw}p„e.Sf gM� _ i THE NW 1 4 OF SECTION IB 14 OCOEEPROPERTY LOCATED iN REVISIONS CERTF UR\EY R I 101J PR IECTNo. 1 3 ORA\KING No. (0� GRAPHIC SCALE DATE L S 9nxn os ENS NeE aNs, uc ocscR rrro` - SECTION 19, TOWNSHIP 22 SOUTH, RANGE 28 EAST - "_•„." u, V-2 ! Diversified CITY OF OCOEE 6m 6m"_ SHEET f 1, BOUNDARY/TOPOGRAPHIC SURVEY ORANGE COUNTY, FLORIDA 1 cH=aoFEEr THIS INSTRUMENT PREPARED BY: Dana Crosby -Collier, Esq. SHUFFIELD, LOWMAN & WILSON, P.A. 1000 Legion Place, Suite 1700 Post Office Box 1010 Orlando, FL 32801 (407)581-9800 AFTER RECORDING RETURN TO: City Clerk CITY OF OCOEE 150 N. Lakeshore Drive Ocoee, FL 34761 (407)656-2322 DEVELOPMENT AGREEMENT (VERMEER TRINITY) For Recording Purposes Only THIS DEVELOPMENT AGREEMENT (this "Agreement") is made and entered into as of the day of , 2018, by and between CITY OF OCOEE, a Florida municipal corporation existing under the laws of the State of Florida, whose mailing address is 150 N. Lakeshore Dr., Ocoee, Florida 34761, Attention: City Manager (the "City") and SHINE OCOEE, LLC, a Florida limited liability company, whose mailing address is 7055 Horizon Circle, Orlando, Florida 32811 (the "Owner"). WITNESSETH: WHEREAS, the Owners own fee simple title to certain lands located in Orange County, Florida, and within the corporate limits of the City of Ocoee, Florida, said lands being more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof (hereinafter referred to as the "Property"); and WHEREAS, pursuant to the application on behalf of Owner, on , 2018, the Ocoee City Commission approved the large scale preliminary/final site plan, Project No. LS- 2018-010, pursuant to the Ocoee Land Development Code (the "Final Plans"); and WHEREAS, the provisions of Section 4-10 of Article IV of the Ocoee Land Development Code requires that the Owner and the City enter into a development agreement incorporating all plans and conditions of approval by reference; and WHEREAS, on June 19, 2018, the Ocoee City Commission approved Resolution 2018- 012, designating certain lands within the City as a `Brownfield Area" and creating a Special Economic Enhancement District (SEED); and WHEREAS, the Property is located in the SEED and is therefore eligible for certain economic incentives as described in the Brownfield Redevelopment Act, described at Sections 376.77-376.86, Florida Statutes; and WHEREAS, the Owners and the City desire to execute this Agreement in order to clarify the nature and timeline for incentives and to comply with the provisions of the Ocoee Land Development Code. NOW, THEREFORE, in consideration of the premises and other good and valuable considerations exchanged between the parties hereto, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: Section 1. Recitals; Definitions. The above recitals are true and correct and incorporated herein by this reference. All capitalized terms not otherwise defined herein shall be as defined or described on the Final Plans (as defined below), unless otherwise indicated. Section 2. Development of the Property. (A) The Property shall be developed in accordance with the Final Plans. The Final Plans are hereby incorporated herein by reference as if fully set forth herein. (B) The Property shall be developed in accordance with and is made subject to those certain Conditions of Approval attached hereto as Exhibit "B" and by this reference made a part hereof (the "Conditions of Approval"). Owners further agree to comply with all of the terms and provisions of the Conditions of Approval. The Conditions of Approval attached hereto as Exhibit "B" are the same as the Conditions of Approval set forth in the Final Plans. (C) Except as otherwise expressly set forth in this Agreement and the Final Plans it is agreed that (1) the development of the Property shall comply with the zoning and subdivision regulations of the City as set forth in the Ocoee Land Development Code, as it may from time to time be amended, and (2) all preliminary subdivision plans, final subdivision plans, and final site plans for the Property, or any portion(s) thereof, shall conform to the Ocoee Land Development Code requirements in effect at the time of approval of any such plans. In the event of any conflict between the provisions of the Ocoee Land Development Code, as it may from time to time be amended, and this Agreement, it is agreed that the provisions of this Agreement shall control. (D) Pursuant to the Drainage Easement Agreement by and between the City and Owner's predecessor in interest, dated March 15, 2011 and recorded at document #20110158307, public records of Orange County, Florida (the "Easement"), City allows Owner, at Owner's sole cost and expense, to connect to the Improvements, as described in the Easement, for the purpose of conveying stormwater generated from the Property to the City's Pioneer Regional Pond in accordance with plans approved by the City. Any modifications to the Improvements necessary to accommodate Owner's use of the Improvements shall be made at Owner's sole cost and expense. -2- Section 3. Building Plan Review Fee Discount. Notwithstanding anything contained in this Agreement or in the Final Plans to the contrary, and provided that (i) the Owner is not then in default under any of the obligations contained in this Agreement; and (ii) as it applies to building plans submitted pursuant to the Final Plans (the "Initial Construction Improvements"), building plan review fees for construction of the Initial Construction Improvements shall be reduced by (insert % of discount on building fees here). The Building Plan Review Fee shall be reduced on a proportionate share basis at such time as each plan is submitted to the City for review and such fees are due. All such submissions shall be submitted to the City for review prior to (insert outside date for this reduction here). Any Building Plans submitted to the City for review after (insert outside date again) will pay the full Building Plan review fee due at the time of submittal with no discount. Section 4. Realignment of Palm Drive and Construction of Stormwater Pond. The Final Plans provide for a realignment of Palm Drive and a proposed stormwater pond at the intersection of Palm Drive and Ocoee Apopka Road. Owner shall be responsible for the design, engineering, and construction of Palm Drive and the associated stormwater pond depicted on the Final Plans. Such construction shall be completed in accordance with the requirements of the City and at Owner's sole cost and expense. Nothing herein shall prevent Owner and any other parry from entering into a mutually acceptable agreement for the construction of Palm Drive and the associated stormwater pond depicted on the Final Plans, with payment of such costs to be mutually agreed upon between such parties. The entire Palm Drive realignment and completion of the stormwater pond shall be completed and accepted by the City as a public road and stormwater pond prior to issuance of the first building permit for construction on the Property and in any event prior to (insert the outside date here for Palm Drive). Section 5. Transportation Impact Fee Credits. In the event the construction of Palm Drive and the associated stormwater pond is completed and accepted by the City on or before (insert outside date for Palm Drive), and provided that the Owner is not then in default under any of the obligations contained in this Agreement, Owner shall be entitled to transportation impact fee credits in the total amount of $ (the "Transportation Impact Fee Credits"). The amount of the Transportation Impact Fee Credits stated in this agreement is a fixed amount and shall not be adjusted in any way due to the actual construction costs incurred relating to the construction of the improvements and dedication of right of way described in Section 4, above. The Transportation Impact Fee Credits may only be applied toward transportation impact fees that are due and payable in connection with improvements constructed on the Property. Except as specifically set forth in this section, no additional impact fee credits will be available for the construction of any improvements on the Property. Section 6. Transportation Impact Fee Waiver. In accordance with the provisions stated in section 376.84, FS, at such time as the State of Florida Division of Corporations' records reflect the Principal Address for the Vermeer Southeast Sales & Service, Inc., a Florida corporation, and Trinity Tile Group, LLC, a Florida limited liability company, at the same address as the Property, and provided that the Owner is not then in default under any of the obligations contained in this Agreement, Owner shall be entitled to transportation impact fee waiver in the total amount of $ (the "Transportation Impact Fee -3- Waiver"). The amount of the Transportation Impact Fee Waiver stated in this agreement is a fixed amount and may only relate to transportation impact fees that are due and payable in connection with improvements constructed on the Property. Except as specifically set forth in this section, no additional impact fee waivers will be available for the construction of any improvements on the Property. Section 7. Lift Station. The Final Plans provide construction of a lift station. The Owner shall be responsible for the design, engineering, and construction of the lift station and the lift station shall be constructed by Owner at Owner's sole cost and expense. Upon completion of the lift station, the lift station will be dedicated to the City for public use. The lift station shall be completed and accepted by the City as a public improvement prior to issuance of the first building permit for construction on the Property and in any event prior to (insert the outside date here for lift station). Section 8. Notice. Any notice delivered with respect to this Agreement shall be in writing and be deemed to be delivered (whether or not actually received) when (i) hand delivered to the other party, or (ii) when sent by overnight courier service for next business day delivery (i.e., Federal Express), addressed to the party at the address set forth on the first page of this Agreement, or such other person or address as the party shall have specified by written notice to the other party delivered in accordance herewith. Section 9. Covenant Running with the Land. This Agreement shall run with the Property and inure to and be for the benefit of the parties hereto and their respective successors and assigns and any person, firm, corporation, or entity who may become the successor in interest to the Property or any portion thereof. Section 10. Recordation of Agreement. The parties hereto agree that an executed original of this Agreement shall be recorded by the City, at the Owners' expense, in the Public Records of Orange County, Florida. The City will, from time to time upon request of the Owners, execute and deliver letters affirming the status of this Agreement. Section 11. Applicable Law. This Agreement and the provisions contained herein shall be construed, controlled, and interpreted according to the laws of the State of Florida. Section 12. Time of the Essence. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. Section 13. Agreement; Amendment. This Agreement constitutes the entire agreement between the parties, and supersedes all previous discussions, understandings and agreements, with respect to the subject matter hereof, provided, however, that it is agreed that this Agreement is supplemental to the Final Plans and does not in any way rescind or modify any provisions of the Final Plans. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by formal amendment. Section 14. Further Documentation. The parties agree that at any time following a request by the other party, each shall execute and deliver to the other party such further me documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of either party hereunder. Section 15. Attorneys' Fees. In the event that either party finds it necessary to commence an action against the other party to enforce any provision of this Agreement or because of a breach by the other party of any terms hereof, the prevailing party shall be entitled to recover from the other party its reasonable attorneys' fees, paralegal fees and costs incurred in connection therewith, at both trial and appellate levels, including bankruptcy proceedings, without regard to whether any legal proceedings are commenced or whether or not such action is prosecuted to judgment. Section 16. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. Section 17. Captions. Captions of the Sections and Subsections of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction, or meaning of the provisions of this Agreement. Section 18. Severability. If any word, sentence, phrase, paragraph, provision, or portion of this Agreement is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereof so long as the purpose and intent of this Agreement can still be achieved. Section 19. Effective Date. The Effective Date of this Agreement shall be the day this Agreement is last executed by a party hereto and such date shall be inserted on Page 1 of this Agreement. SIGNATURES TO FOLLOW -5- IN WITNESS WHEREOF, the Owner and the City have caused this instrument to be executed by their duly authorized elected officials, partners, and/or officers as of the day and year first above written. Signed, sealed and delivered OWNER: in the presence o£ By: Print Name: Its: Print N Print N STATE OF _ COUNTY OF I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared , as the of , who [_I is personally known to me or produced as identification, and that he/she acknowledged executing the same on behalf of said company in the presence of two subscribing witnesses, freely and voluntarily, for the uses and purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid this _ day of 92018. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): M Signed, sealed and delivered in the presence of: Print Name: Print N FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. Approved as to form and legality this day of , 2018. SHUFFIELD, LOWMAN AND WILSON, P.A. City Attorney STATE OF FLORIDA COUNTY OF ORANGE CITY: CITY OF OCOEE, FLORIDA By: Rusty Johnson, Mayor Attest: Melanie Sibbitt, City Clerk (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON 2018 UNDER AGENDA ITEM NO. I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared RUSTY JOHNSON and MELANIE SIBBITT, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2018. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): -7- EXHIBIT "A" (The "Property") -8- EXHIBIT "B" CONDITIONS OF APPROVAL Section A. General 1. The City of Ocoee, Florida (the "City") is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 163, concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity or itself from the application of such state legislation and nothing herein shall, be construed as such an exemption. 2. This project shall be developed in U phases. 3. Each phase of the project will stand on its own with respect to public services (sewer, water, stormwater management, access and other related services). 4. Except as specifically noted on this plan, development of the property shall be consistent with the requirements of the City of Ocoee Code of Ordinances (the "Code"), which Code includes Chapter 180, the City of Ocoee Land Development Code (the "Land Development Code"). 5. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out on the plan. 6. Any damage caused to any public streets as a result of the construction activities related to the project shall be promptly repaired by the Owner to the applicable governmental standards at the Owner's sole cost and expense. 7. There shall be no access from the property to any public streets except at the approved locations shown on the approved Final Subdivision Plan/Final Site Plan. 8. All existing structures (including buildings, power lines, existing aerial and utility facilities) will be removed and/or terminated prior to or during construction of the development replacing those uses. 9. Development of this property is subject to that certain Development Agreement dated as recorded in Official Records Book , Page , Public Records of Orange County, Florida. 10. All legal instruments including, but not limited to (i) declarations of covenants, easements and restrictions for the property; (ii) articles of incorporation and bylaws of the property owners' association (the "Association"); and (iii) warranty deeds, easements and bill of sale documents to the Association, the City, the County and/or the St. Johns River Water Management District ("SJRWMD") shall be provided to the City for review and approval prior to platting all or a portion of the property. 91 11. Parking for individual lots shall be provided in accordance with the Land Development Code. 12. Each fire hydrant shall be painted OSHA yellow in color and a blue reflective marker shall be affixed to the street in the center of the lane closest to each hydrant. 13. The Owner of each tract shall be responsible for installing reuse lines along with the other subdivision infrastructure. At such time as reuse water is available to the property, the Owner shall be responsible for connection to the reuse system lines. 14. Pursuant to the Land Development Code, all subdivision signage must be consistent with the legally assigned name of the subdivision. Any subsequent change to the name of the subdivision must be approved by the City Commission of the City. 15. To the extent the Land Use Plan and these Conditions of Approval conflict with the Land Development Code, the provisions of the Land Use Plan and these Conditions of Approval shall control. 16. [If to City] To the extent any lift stations are required on the property they will be conveyed to the City at the time of platting. All such lift stations shall be designed in accordance with the City of Ocoee Engineering Standards Manual. [If to County] To the extent any lift stations are required on the property they will be conveyed to the County at the time of platting. Lift station facilities shall be designed to accommodate a master pumping station consistent with the County's utility master plans. All such lift stations shall be fenced with black, vinyl chain -link fence, with posts and rails painted black, and shall be set back no less than 25' from any street. Such lift stations shall also be screened with hedge -type shrubbery, such as viburnum or ligustrum. Section B. Trees 1. Existing trees eight feet (8') or larger (other than citrus trees or "trash" trees) located along proposed locations of buffer walls or road right-of-way lines will be preserved if at all possible; the buffer walls and roads will be designed around those trees to incorporate them into required landscape buffers and as street trees 2. The existing grades on individual lots containing protected trees will be maintained as much as possible to preserve existing protected trees. For lots or tracts containing protected trees, there will be no grading or other construction on the same except as specified in the approved Final Subdivision Plan/Final Site Plan, until building permits are issued for those lots/tracts. 3. Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed in the Final Subdivision Plan/Final Site Plan. All existing protected trees on individual lots and tracts will be evaluated at the time of site plan review for that lot or tract, to determine whether or not each tree needs to be removed. -10- 4. In order to ensure that as many existing trees as possible will be preserved, all road rights -of -way and retention areas will be flagged for review by the City prior to any tree removal. No clearing permits will be issued for site work or building construction until the trees to be preserved have been clearly marked with tree protection barriers. 5. No person shall undertake land clearing or the removal of any protected trees without first obtaining a permit from the Building Department. The removal of protected trees shall be minimized to the maximum extent possible and no authorization shall be granted to remove a tree if the Owner has failed to take reasonable measures to preserve the trees on site. 6. The final grading plan will preserve existing grades on individual lots and tracts containing protected trees as much as possible. 7. All landscape areas will be irrigated and have an automatic rain sensor. Section C. Easements/Utilities 1. All cross access, utility and drainage easements shall be provided prior to or at the time of platting. 2. All utilities to be placed within the ten foot (10') easement along the front of each lot will be placed around existing protected trees to be preserved. 3. All utilities including electrical, cable, TV, and telephone and including on -site existing overhead wires shall be placed underground. 4. Unless otherwise noted, a five foot (5') utility and drainage easement will be platted along all side lot lines and ten foot (10') utility, drainage and sidewalk easement adjacent to the street right-of-ways. Sidewalks will only be placed in this easement if necessary to run them around existing protected trees to be preserved. 5. All drainage, utility and maintenance easements shall be for the benefit of the Association. The land burdened by such easements shall be owned by the individual lot or tract owners. 6. Drainage easements between lots and tracts are shown for location only. Final easement dimensions will be shown on the Final Subdivision Plan/Final Site Plan and will be sized to meet City requirements. 7. A perpetual, non-exclusive access easement over all internal roadways and other paved areas is hereby granted in favor of the City and other applicable authorities for law enforcement, fire and other emergency services. The City may require that the owner execute an easement in recordable form with respect to the foregoing. 8. An emergency access easement to the retention ponds and over all drainage easements shown hereon is hereby granted to the City for emergency maintenance -11- purposes. The emergency access easement will not impose any obligation, burden, responsibility of liability upon the City to enter upon the property it does not own or take any action to repair or maintain the drainage system on the property. Section D. Association The Association shall own and maintain all common areas. 2. All declaration of covenants and restrictions affecting the property shall include the following provisions: i. Provision allowing the City to levy, collect, and enforce assessments for maintenance of common areas if the Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance. ii. Provision granting the City the right, but not the obligation, to maintain all common areas should the Association fail to do so after notice from the City. To the extent that the City undertakes such action, the City shall be entitled to reimbursement from the Association and shall be entitled to require the Association to levy assessments for the purposes of paying such reimbursement. iii. Provisions granting the City the right, but not the obligation, to maintain/repair the stormwater management system for the property (the "SWMS") and obtain reimbursement from the Association, or from the Owner if (a) turnover of control of the members has not occurred; or (b) if the Owner is still responsible for maintenance of the SWMS. iv. Provision providing that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to the City in the event of dissolution and that if dissolution occurs without such approval then the City may continue to levy and collect assessments and impose liens with respect thereto notwithstanding the dissolution of the Association. V. Provision that the Association shall at all times be in good standing with the Florida Secretary of State. vi. Provision that at the time of turnover of control of the Association to the members, the declarant shall deliver to the new board of directors the maintenance plan for the SWMS accompanied by an engineer's certification that the SWMS is functioning in accordance with all approved plans and permits. To the extent that any such engineer's report indicates any corrective action is required, that declarant shall be required to diligently undertake such corrective action at the declarant's expense and to post a cash bond with the Association for the estimated costs of such corrective action. vii. Provision that no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association. -12- viii. Provision that any amendment to any provision affecting the City or SWMS requires the consent of the City in an instrument recorded with the amendment. 3. All tracts that are to be owned and maintained by the Association shall be conveyed to the Association by warranty deed at the time of platting. A special warranty deed is permissible if accompanied by a title insurance policy to the Association. Section E. Streets 1. Final street naming will be coordinated through the City Building Department at the time of final plat submittal. 2. [If public streets] All internal roads within the project will be dedicated to the public at the time of platting unless otherwise noted. [If private streets] Tract , access road(s) through the property, is a private road which will be owned and maintained by the Association, with access and utility easements granted to the City. Such roads will be conveyed to the Association at the time of platting. 3. [If public roads] Street lights, security lights and lighting for common areas meeting current Land Development Code requirements shall be installed by the Owner prior to Certificate of Completion at the Owner's expense. If upgraded street lights are installed, the Owner and the Association will be required to complete and execute a City of Ocoee Owners and Homeowners Association Agreement for Upgraded Street Lights with the Owner and the Association being responsible for operating costs for the difference between standard street lights and the upgraded street lights. [If private roads] Street lights, security lights and lighting for common areas meeting current Land Development Code requirements shall be installed by the Owner prior to Certificate of Completion at the Owner's expense. The Owner and the Association will be responsible for all operating costs relating to such lighting. 4. [Private Roads] In the event gates are installed on the private roads the gates and subdivision shall comply with Article VIII, Chapter 34 of the Orange County Code for gated communities as well as any amendments to that Article that may be enacted prior to approval of the Final Subdivision Plan. Further, in the event Orange County rescinds or ceases to have regulations for gated, communities, then the regulations in effect at the time of Final Subdivision Plan approval shall control. All references in said County Code Chapter to the "County" shall be deemed to refer to the "City" for purposes of this requirement. Click to Enter and Knox Box technology shall be installed and operational at each gate. 5. The Owner shall construct appropriate curbs cuts to enable construction of ramps at all rights -of -way intersections (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged. Sidewalks abutting each platted lot or tract -13- shall be constructed at the time of development of the lot or tract. When sidewalks are constructed on corner lots at certain locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. Sidewalks adjacent to common areas shall be constructed at the time of permanent construction of adjacent common areas. Section F. Stormwater Management System 1. All retention ponds will be unfenced with maximum 5:1 side slopes into the pond. 2. The development of this project will incorporate the stormwater needs of all public roads within the project. 3. All building setbacks from all retention areas shall be fifteen feet (15') feet from the top of the bank. 4. Unless otherwise specifically provided for, the SWMS, including all pipes, inlets, manholes, structures and retention ponds, will be owned, operated and maintained by the Association. 5. Notwithstanding the conveyance of the retention ponds to the Association or any provision to the contrary contained in these Conditions of Approval, the Owner shall remain responsible for the maintenance of the SWMS, including all retention ponds, until such time as: i. the entire SWMS for the project is constructed and the appropriate Certificate of Completion is issued by both the City and the SJRWMD; ii. the retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association; iii. the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer records required by the SJRWMD have been executed and accepted by SJRWMD; iv. the City has been provided with a copy of the Owner's proposed maintenance plan with respect to the SWMS; and V. the City has been provided with a written statement from the Association acknowledging receipt of the Owner's proposed maintenance plan with respect to the SWMS and that the Association is responsible for the maintenance of the SWMS. 6. All common area improvements including entry features, walls, landscaping and sidewalks along all roads, as well as landscaping around the retention pond tracts and any lift station tract shall be completed prior to issuance of the Certificate of Completion for those corresponding phases. Section G. Wetlands/100 Year Flood Plain -14- 1. All finished floor elevations will exceed the 100-year flood plain by a minimum of two feet (2'). 2. The Owner shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. Further, the areas below the natural wetland lines shall be fenced off (and silt fences shall be installed) during construction activities immediately adjacent to the wetlands, in order to minimize disturbances of the wetlands during construction. 3. Wetland and existing surface water impact for this property is regulated by SJRWMD and the Florida Department of Environmental Protection. General or individual permits are required from these agencies prior to commencement of construction. 4, At the time of submittal of the first Preliminary Subdivision Plan or Site Plan review for the property, the Owner will map the jurisdictional wetland line on the site and establish a twenty-five foot (25') upland buffer from that line. Depending on the results, the City may also require a Conservation and Drainage Easement over any wetlands or adjoining conservation area. The usable area of the site will be reduced by this acreage and all development criteria will be reduced proportionately. Prior to or at the time of development of any portion of the property, if a Conservation and Drainage Easement is required, the Owner shall convey to the City the Conservation and Drainage Easement, the form of which shall be approved by the City prior to the conveyance. Section H. Commercial Proiects 1. All commercial lots will be a minimum of one (1) acre in size. 2. All commercial lot uses shall conform to the Master Architectural, Signage, Lighting and Landscape Package Plans, which will be provided when the first commercial lot is developed and which will be subject to approval of the City. Section I. Single -Family Residential Proiects 1. Each residential lot shall have the minimum of three (3) trees per lot, and one (1) street tree with a minimum size of ten feet (10') in height and two inches (2") in diameter at breast height (DBH). 2. All underground utilities shall comply with Section 6-8(C) of the Land Development Code, which requires pedestal -mounted utility boxes to be placed back of the street, no more than five feet (5') forward of the front building setback line, on all residential lots which are less than seventy feet (70') feet in width where the lot abuts the street right-of-way line. Section I Townhome Proiects -15- 1. All multifamily residential buildings comprised of three (3) or more dwelling units, regardless of square footage or number of stories, will include automatic fire protection systems. 2. Open space between townhome units not part of an individual lot, shall be owned and maintained by the Association. 3. The townhome portion of the project will comply with section 6-15 of the Land Development Code regarding multi -family development standards. 4. Street trees shall be provided by the Owner at a rate of one (1) tree per townhome unit prior to certificate of occupancy for each building. 5. All declaration of covenants and restrictions affecting the townhome portion of the property shall include the following provisions: i. Provision providing that short term rentals (rental term less than six (6) months) shall be prohibited and providing that this provision may be enforced by the City. ii. Provision requiring that garages must be used for parking cars and that parking will be prohibited on the private streets, except in designated off-street parking spaces. iii. Provision prohibiting RV and boat parking within the subdivision. iv. Provision requiring that if trash cans are used at individual units, they shall be stored in the garage, but if they are stored outside the garage they shall be screened from view with a decorative fence and/or landscaping. V. Provision requiring a six foot (6') privacy fence on all three (3) sides of any lot with an accessory structure, per section 5-6b of the Land Development Code. vi. Provision requiring limitations on the size and placement of accessory structures and privacy fences in certain rear yards. vii. Provision requiring all lots with fencing to have a gated entrance along the rear lot line. viii. Provision providing that trash pickup will be provided for each individual unit and that no dumpsters shall be utilized for waste disposal. ix. Provision providing that individual owners of individual lots shall be wholly and exclusively responsible, to the extent necessary, for the periodic clean -out, maintenance, upkeep, repair and replacement of all elements of the sanitary sewer system located on their respective lot, from the inside of the home to the back of curb where the lot line ends. The elements of the sanitary sewer system shall include, but not be limited -16- to, all piping, "laterals" and other components of the sanitary sewer system. Neither the Association nor the City nor any other third party shall have any responsibility for such clean -out, maintenance, upkeep, repair or replacement of any component of the sanitary sewer system located on a lot. Section K. Wekiva Study Area 1. For development or redevelopment of property located outside the Ocoee Community Redevelopment Area (CRA) but within the Wekiva Study Area ("WSA") Boundary, and with the exception of a single-family home on an existing lot, those portions of properties that contain at least one (1) of the three (3) following resources: (i) most effective recharge areas, (ii) karst features, or (iii) sensitive natural habitats including Long Leaf Pine, Sand Hill, Xeric Oak Scrub, or Sand Pine Scrub vegetative communities, are be subject to a minimum thirty-five percent (35%) Wekiva Open Space requirement. 2. Open Space required to be preserved within the WSA boundary is defined as: any portion of a parcel or area of land that remains undeveloped, or minimally developed, such as trails and boardwalks as part of a natural resource preserve or recreation area, stormwater retention areas that follow Best Management Practices (BMPs), upland buffer retention swales (per policy 7.7.3), naturally vegetated areas, and tracts for pedestrian connections. Such designated open space excludes waterbodies, lots, street rights of way, parking lots, impervious surfaces and active recreation areas including golf courses. All Wekiva Open Space Areas shall be restricted to prohibit use of fertilizer and chemical applications, but may permit mechanical methods for routine maintenance. Rule 9J- 5.003(84), F.A.C. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] 3. Naturally vegetated swales are required to be placed within the upland buffers surrounding lakes or wetlands. The purpose of these swales is to improve the water quality of the stormwater runoff and ensure that the swale fills and exfiltrates into the soil so that there is no sheet flow into the lake or wetland. This method of water quality improvement shall mimic the absorption and pollutant removal abilities of a natural low spot in the topography and must follow accepted Best Management Practices (BMPs). Stormwater runoff from developed lands adjoining wetlands, lakes and/or floodplain areas shall be diverted towards swales, hold the runoff, and then allow it to slowly release into the soil column. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Section L. West Oranae Trail 1. A Public Trail Tract as depicted on the plan shall be dedicated to the City at the time of platting for connection through the property to the West Orange Trail. -17- Vermeer, Business Profile: V Southeast Vermeer Southeast Sales and Service, Inc. Purpose of Ocoee Development New Corporate Headquarters for Domestic and International Operations General Business Information Business Type: Equipment, parts, services, and solutions for the underground construction, wood waste recycling, landscaping and tree care industries. Main Contact: Kris DenBesten, Owner & CEO Current Address: 4559 Old Winter Garden Rd. Orlando, Florida 32811 Phone: 407-295-2020 Website: httos://www.vermeersoutheast.com/ Key Metrics Years in Business: 51 2017 Sales: $149 Million U.S. Locations: 12 locations in Florida, Georgia, Alabama and Puerto Rico Intl. Locations: Caribbean and Central America Local Employees: 41 Local Payroll: $3,136,406 ($76,498 average per employee) 20 employees make greater than $50,000 VERMEER VALUES Servant Leadership We will provide service and support that empowers others to reach their full potential. Honesty We will be truthful, do the right thing, and treat people fairly. Dependable We will build trusting relationships through quality, performance, and consistent effort. Caring Realizing we can't always please everybody, we will seek to be understanding. supportive, and thankful for our opportunities. Profitable We will use our profits to grow and Improve, to provide for needs, and to positively impact our community. Teamwork By uniting skills and efforts around common goals we accomplish more together than we would alone. VERMEER VISION To SHINE with excellence. • Serve Others • Honor God • Improve Continually • Navigate By Values Excel In Relationships r- trinity surfaces Business Profile: Trinity Tile Group, LLC Purpose of Ocoee Development Regional Headquarters and Regional Distribution Center General Business Information Business Type: Sales and Distribution of Flooring and Surface Materials Main Contact: Don Deluzio, President Headquarters: 115 SW 491h Ave, Ocala, FL 34474 Phone: 407-781-2202 Website: https:/Iwww.trinitvsurfaces.com/` Key Metrics Years in Business: 22 2017 Sales: $58 Million Locations: 6 locations in Florida, Georgia, North Carolina and Texas Total Employees: Total Payroll: Local Employees: Local Payroll: Culture 97 $54,328 average per employee 39 employees make greater than $50,000 24 $65,032 average per employee 14 employees make greater than $50,000 Purpose: We are an organization committed to serving our God, our employees and our customers. We will adhere to the highest level of business ethics by working hard, emphasizing relationships over transactions and creating an atmosphere where selflessness prevails. Values: Work Hard and Work Smart: A dedication to do the job right, the first time Caring for Our Customers: We believe our focus on the needs of our customers leads us to do the right thing, preserving and strengthening the relationship. Serving Each Other: An unselfish attitude that puts others ahead of oneself, making us a stronger team. Vision: Empowering People to inspire surface solutions: Every decision we make at Trinity Surfaces will be made with our vision in mind. Our desire is to empower our team, our partners and our customers to inspire all types of surface solutions. Figure 14. Concept Plan - Ocoee Apopka Road north of Silver Star Road Ile t T• w � :j IEB' 6. , e#Rjr --, - - - - wmrwj�- 1 " MetroPlan Orlando 22 \i VA A "JU AL ♦ i'11\X A"J ITAX-J1\ A Date Published and Media Name I40 The West Orange Times Thursday November 22, 2018 Advertisement or Article CITY OF OCOEE NOTICE OF PUBLIC HEARING VERMEER TRINITY LARGE SCALE PRFI IMiNARY/FINAL SITE PLAN CASE NUMBER IS-2018-010 NOTICE IS HEREBY GIVEN, pursuant to Article IV, Section 4-3A.(3)(b), of the City of Ocoee Land Development Code, that on TUESDAY, DECEMBER 4, 2018, AT 6:15 P.M. or as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Large Scale Preliminary & Final Site Plan for Vermeer Trinity. The property is located on the north side of Palm Drive and on the west side of Ocoee Apopka Road. The properties consist of two parcels identified as Parcel Number(s)18-22-28-0000-00-012 and 18-22-28-00j0- 00-097• The subject properties are approximately 8.69 acres. This project is pro- posing to construct three (3) mixed -use buildings estimating at 89,350 square feet. Interested parties may appear at the public hearing and be heard with respect to the proposed action. The complete case file, including a complete legal description by metes and bounds, may be inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive, Ocoee, Florida between the hours of 8:00 am. and 5:00 p.m., Monday through Friday, except legal holidays. The Ocoee City Commis- sion may continue the public hearing to other dates and times, as it deems necessary. Any interested party shall be advised of the dates, times, and places of any continu- ation of these or continued public hearings shall be announced during the hearing and no further notices regarding these matters will be published. You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure that a ver- batim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based. In accordance with the Americans with Disabilities Act, persons needing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at (407) 905-3105. November 22, 2018 18-05724W