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HomeMy WebLinkAboutItem 18 409 Ocoee Apopka Road PUD Large Scale Preliminary/Final Site Plan; Project No: LS-2021-005Contact Name: Contact Number AGENDA ITEM COVER SHEET Meeting Date: November 16, 2021 Item # 19 Michael Rumer Ext. 1018 Reviewed By: Department Director: City Manager: Subject: 409 Ocoee Apopka Road PUD Preliminary/Final Site Plan Project# LS-2021-005 Commission District #1 — Larry Brinson. Sr. BACKGROUND SUMMARY: The applicant is proposing to develop a Commercial/Flex Business Center on 4.76 acres. The applicant is proposing two (2) buildings with a maximum square footage of 61,400. A 29,000-SF building with a retail front and rear delivery access at grade height will be the project's focal point. The second building of up to 32,000-SF will include available dock heights. A ROW dedication of up to 30-feet is being provided. No waivers have been requested. The subject parcel is not located within the SR 429 Business Character District. Utilities will be provided by the City of Ocoee via a 12-inch water main on the east side of Ocoee Apopka Road and an extension of the sewer from the west side of Ocoee Apopka. Parking is provided via surface lot. Parking is being provided with 80 typical parking spaces and additional parking in between buildings. A bicycle rack is also required. Stormwater management will be provided onsite. Stormwater will have to meet the more stringent Lake Apopka rules. Landscape buffers on the front side and rear will be provided. Since the proposed Office use is located adjacent to existing single-family dwellings, a six (6) footwall and landscaping are required on the rear. The table below references the future land uses, jurisdiction, existing land uses, and zoning classifications of the surrounding parcels: DIRECTION: JURISDICTION / FUTURE LAND USE JURISDICTION / ZONING North City of Ocoee / Industrial City of Ocoee / Light Industrial " I-1" Last City of Ocoee / Medium Density City of Ocoee / Mobile Home "RT-I South City of Ocoee / Commercial City of Ocoee / Commercial "C-2" West City of Ocoee / Industrial City of Ocoee / Light Industrial 1- ISSUE: Should the Honorable Mayor and City Commission approve the Preliminary/Final Site Plan for 409 Ocoee Apopka Road PUD? DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On May 4, 2021, the DRC met and discussed the initial layout of the project. Discussion on moving the entrance to the rear building from the south to the northern side was made. The applicant adjusted the overall plan to incorporate the driveways. The DRC voted to approve the Preliminary/Final Site Plan upon the driveway change and resolving final comments. PLANNING & ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission reviewed the proposed Preliminary/Final Site Plan for the 409 Ocoee Apopka Road PUD on May 11, 2021. City Staff presented a brief summary and overview of the requested Preliminary/Final Subdivision Plan. When the public hearing was opened, the Planning & Zoning Commission voted unanimously to recommend approval of the Preliminary/Final Site Plan for 409 Ocoee Apopka Road PUD, subject to resolving all remaining staff comments before the City Commission meeting. STAFF RECOMMENDATION: Staff recommends that the Honorable Mayor and City Commission approve the Preliminary/Final Site Plan for the 409 Ocoee Apopka Road PUD. ATTACHMENTS: Zoning Map Aerial Map Location Map Preliminary/Final Site Plan for 409 Ocoee Apopka Road PUD Elevations FINANCIAL IMPACT: None Type of Item: (please mark with an `V) Public Hearing Ordinance First Reading Ordinance Second Reading Resolution 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 Reviewed by Finance Dept. Reviewed by () For Clerk's Dept Use: Consent Agenda Public Hearing Regular Agenda N/A N/A N/A 2 409 Ocoee Apopka Road Location Map 'I II �� ICI• L > Le itrei4= .. oILJ I i CV O —ITL-e Street o t a E as ra I i r t cc o as t e Logistics La e 409 Ocoee Apopka Road Surrounding Zoning Map v t I C-1 Ocoee C-1 Development Services Department 0 130 260 520 Feet Created: Februray 2021 Subject Property 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 R-11 A-1 SIR - . • OL ii' lip ■i ■ l AL • t AAA lot 9 r ALQ ~ 1 JU { MqW � ♦ 'ter � .1 — ■ �.� - leIy' wale. ..�` �— �' 1 Iy, ► .�,1 , ( 1 �•!'! � � 1. 'Jli r.•y '� • � � 1 4 1 �_ ,yam ��__. .- .r DEVELOPER/OWNER: TSG DEVELOPMENT, INC. 250 SOUTH ORANGE AVENUE, SUITE 70DP ORLANDO, FL 32801 CONTACT: WILSON McDOWELL PHONE: 407-592-4487 CONTACT: MATT SULLIVAN PHONE: 407-616-5471 EMAIL: MATT. SULLIVAN@AM.JLL,COM ENGINEER: DAVE SCHMITT ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD, SUITE 241 ORLANDO, FL 32828 CONTACT: DAVE SCHMITT, P.E. PHONE: 407-207-9088 FAX:407-207-9089 EMAIL: DSEMAILBOX@DSEORL.COM SURVEYOR: BISHMAN SURVEYING & MAPPING, INC. 32 WEST PLANT STREET WINTER GARDEN, FL 34787 CONTACT: ARON BISHMAN, P.S.M.. PHONE: 405-253-2444 EMAIL: ARON@BISHMANSURVEYING.COM ENVIRONMENTAL; BIO-TECH CONSULTING, INC. 3025 EAST SOUTH STREET ORLANDO, FL 32803 CONTACT:STEVEN BUTLER PHONE: 407-677-1882 EMAIL: STEVE@BIO-TECHCONSULTING.COM SOILS: ECS FLORIDA, LLC 2815 DIRECTORS ROW, #500 ORLANDO, FL 32809 CONTACT: MARK WRIGHT PHONE: 407-859-8378 EMAIL: MWRIGHTI@ECSLIMITED.COM TRAFFIC: TRAFFIC PLANNING & DESIGN, INC. 535 VERSAILLES DRIVE, SUITE 200 MAITLAND, FL 32751 CONTACT: TURGUT DERVISH PHONE: 407-628-9955 EMAIL: TURGUT@TPDTRAFFIC.COM LANDSCAPE: L.R. HUFFSTETLER, INC. 36955 LAKE YALE DRIVE GRAND ISLAND, FL 32735 CONTACT: BOB HUFFSTETLER PHONE: 352-516-5254 EMAIL: BOBHUFF3@YAHOO.COM TABLE OF CONTENTS 01 COVER SHEET P r R' E L I ImVml I INI A r .0"' h kYf / F �- I RN' A L 02 GENERAL NOTES 03 EROSION CONTROL &DEMO PLAN 04 EROSION CONTROL DETAILS 05 STORM WATER POLLUTION PREVENTION PLAN LA rR`G E-Em"i 06 OVERALLPAVING PLAN AN 08 GRADING & DRAINAGE PLAN WATER & SEWER SERVICE: 09 POND PLAN for CITY OF OCOEE 10 UTILITY PLAN 1800 A.D. MIMS ROAD oCOEE, FL 34761 11 FIRE TRUCK ROUTING PLAN PHONE: (407) 905-3159 12 PAVING & DRAINAGE DETAILS NATURAL GAS SERVICE: 13 UTILITY DETAILS - 1 LAKE APOPKA NATURAL GAS DISTRICT 13A UTILITY DETAILS - 2 AV m Ar 1k AF 'M 1320 WINTER GARDEN - VINELAND ROAD 4 U E WINTER GARDEN, FLORIDA 34778 PHONE: (407) 656-2734 ELECTRIC POWER SERVICE: DUKE ENERGY 452 EAST CROWN POINTE ROAD WINTER GARDEN, FLORIDA 33787 PHONE: (407) 905-3321 APUFJI<A R ug''% A D CABLE & TELEPHONE SERVICE: CENTURYLINK WINTER GARDEN 33 NORTH MAIN STREET WINTER GARDEN, FLORIDA 34787 PHONE: (866) 309-3279 PLANS BY TOPOGRAPHIC SURVEYS OTHERS: LANDSCAPE PLANS IRRIGATION PLANS mmillill Ili lbli I I RICH mullm LEGAL DESCRIPTION: BEGIN AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, THENCE SOUTH 385 FEET FOR THE STARTING POINT: THENCE EAST 625 FEET AND 6 INCHES; THENCE SOUTH 348 FEET AND 5 INCHES; THENCE WEST 625 FEET AND 6 INCHES; THENCE NORTH 348 FEET AND 5 INCHES TO POINT OF BEGINNING. LESS RIGHT OF WAY FOR HARD ROAD ON WEST. IT IS THE INTENTION OF THIS DEED TO CONVEY LAND IN THIS TRACT UP TO H. BELLOWS LINE ON THE EAST. AND BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST 114 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUNNING THENCE SOUTH 733 FEET AND 5 INCHES FOR A STARTING POINT; RUNNING THENCE SOUTH 175 FEET; EAST 625 FEET AND 61NCHES TO THE BELLON PROPERTY; THENCE NORTH ALONG THE BELLON PROPERTY 175 FEET TO THE SOUTHEAST CORNER OF THE BURNSED PROPERTY; THENCE WEST ALONG THE BURNSED PROPERTY TO THE POINT OF BEGINNING; LESS RIGHT OF WAY FOR COUNTY ROAD. CONTAINS 4.78 ACRES MORE OR LESS. ARCHITECT: C4 ARCHITECTURE 135 WEST CENTRAL BOULEVARD, SUITE 400 ORLANDO, FL 32801 CONTACT: CLARK STRANAHAN PHONE: STRA 3-6 PREPARED FOR: EMAIL: CSTRANAHANAN@C4ARCHITECTURE,COM Knowbelow. T\DEVELOPMENT 7' N Call before you dig. THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATION . SITE LOCATION GAVE M. BGHMl1 DAVE SCHMITT 'CRIDA REG NUMBER 46274 ® ® ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD SUITE 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089+�� Certiflcation of Authorization #27471 Digitally sic by Dave M { , Schmitt _ �, Date: 2021.10.20 11:57:01 -0, DATE: JULY 2021 JOB NO.: TSG-2 SHEET: 01 OF 13 I. ALLCONSTRUCTION SHALL CONFORM WITH CITY OF OCOEELOCAND FD,O.T.STANDARDS FOR ROAD& BRIDGECONSTRUCTION 48. ME CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAINPOSITIVELY INTERSECTIONS SHALL BE TRAILKDONED (LAMST)UNLESS OMER451SE WAIVED BY CITYCF OCOEE PRECAST CIRCULAR STRUCTURES SHALLSE CONSTRUCTED MMA 23. ALL PAVEMPILMARKINGS SHALL BETHEWAOPLASNC AND PLACED AS SHOWN IN ME PLANSAND INACCORDANCE WITH ME J2 RETENTIONMETENTION PONDS ARE TO BE COMPLETELY SODDED FROM ME TOP DFBAN'K OR TOP OF SLOPE TO 2 FEETBELOW TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING PGSITIVEDRAINAGE. SHOULD AREAS OF POOR DRAINAGE BE MINIMUM 5INCH WALL THICKNESS, LATEST F,DO.T. RDADWAYN4DTRAFFIC DESIGNSTANDARDS. NORMAL WATER LEVEL ALL ONSTE SLOPES OF 51 OR GREATER SHALL BE SODDED, OBSERVED, THE CONTRACTOR SHALL NOTIFY ME ENGINEER PRIOR TO PAVING TO ALLOW HAt TIME TO MAKE REGGAIMEIJDATIONS 2 THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING ROAD RIGHTS -OF -WA Y WITH CITY OF OCOEE DIRECTOR OF 24. MISCELLANEOUS ENGINEER NOTIFICA TION'S 33 THE CONTRACTOR SHALL NOT EXCAVA NE REMOVE OR OTHER WISE DISTURB NJ Y MATERIAL, STRUCTURE OR PART OF FOR CORRECTIONS. PUBLIC WORKS AND THE CITY OF OCOEE TRAFFIC ENGINEER. STRUCTURE WHICH IS LOCA TED CUTS -ME LINES, GRADES ORGI:ADIf4G SECTIONS ESTABLISHED FOR MIS P-1BOT. EXCEPT 49, THE QUANTITIES AND LENGTHS OF MATERIALS SHOWN ON PIE PLANS SHOULD BE VERIFIED BY ME I,GNTR`UTOR AND 3 ITWILL BE ME RESPONSIBILITY OF ME CONTRACTOR(S) TO INSURE THATNL REQUIRED PERMITSARE OBTAINED AND ARE IN -HAND A. THE CONTRACTOR SHALL PROVIDE ME ENGINEER 24 HOUR ADVANCE NOTIFICATION FOR THE FOLLOWING CONSTRUCTION AND OBSERVATIONAOTIV/TIES. WHERE SUCH EXCA VATION OR REMO VAL IS PRO VIDEO In ME CONTRACT, PLANS OR SPECIFICATIONS DISCREPANCY SETWEEN CALLOUTS AND ACTUAL SHOWN IN PLAN VIEW MUST BE BROUGHT TO ME ENGINEER'S ATTENTION BY ME CON TRACTORPRIOR TOBIDDING, ITISTHE ENCIfJEERSIIJTENPON MAT THECONTRACTOR BUILD WHATIS SHOWN ON THE ATMEJ08 SITE BEFOREBEGINNING CONSTRUCTION, THECONARACTOR(S)SHA MiDEBYALLCONOlnDNSCONTNNEDMEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE' .. VIDEO INSPECTION AND INFILTRATION OR EXFILTRANONWESTING WITH CITY OF OCOEE INSPECTOR PRESENT. 34, GRAVITY SANITARY SEWER PIPE SHALL BE PVC SOR35 OR DIP CLASS 50. W41TARYSEISERFORCEMAIN4'MRU12-SI4ALLBE PVC C-900DR25 100 PSI, CONSTRUCNONPLANS WATER MANIA BEMENT DISTRICT MANAGEMENT AND STORAGE OF SURFACE WATERS 50. ANY DISCREPANCY BETWEEN ME DIMENSIONS AN'DMEA SUREAIENTS SHO WN ON ME PLANS AND THE A CTUAL FIELD CONDITIONS FOE P, WATER DISTRIBUTION& F.G, ER M141TAR Y SEWER COLLECTION b. CONNECTIONS TO EXISTING S YSMMS 35. ALL WATER f WN FITTING S,VALVES,RESTRAINTS COUPLNGS AND IN GENERAL THOSE IAA AERIALS REQUIRED FOR JNSTALLING SHALLIMf.1EGIATELY BE BROUGHT TOME ENGINEER'S ATTENTION. FAILURE MOD SOAfNO TO CONTINUE CONSTRUCTION SHALL LOCAL RIGHT-OEWAY USE LOCAL UNDERGROUND UTILITIES c. STORM DRAINAGE LAMMAIG THEWATER SUPPLYSYSMI,,SHALLLOIAPLYV✓INAJINIAIUMMAAERIALSTANDAROS,RAPIJGSAN'DCLASSIFICAPOIJSESTAUSHED Br ME CITY OF OCOEEANO AWWA STANDARDS, SPECIFICATIONS MID DETAILS. MAKETHECOIJTRACTOR COMPLEARLYLIABLE FOR WHATEVER ERRORSANDR ;OR PROBLEMS THATMAY SUBSEOVENYARISE. EPS4JPOES GENERAL STORMWATEX PERMIT d, INLET TOP POURS (REINFORCING STEEL CHECK) 36, ALL FIRE MAINS ADD REUSE ONES SHALL HATE A BACK -FLOW PREVENTER INSTALLED AT ME PROPERTY LINE 51. THE CONTRACTOR SHALL SUBMITA MAINTENANCE OF TRAFFIC PLAN TO THE CITY OF OCOEE TRAFFIC ENGINEER AND OBTAIN PLAN APPROVAL PRIOR TO CONSTRUCTION 4, THE GOflTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTOR CRITERIA AND SCHEDULES, AND FOR SIGNING MID INSPECT"./J5, .. WATER FORCE MAIN PRESSURE TESTS 37. WA STEWATER SER VICE SHALL BE PROVIDED BY PIE CITY OF OCOEE ME WA STEWATER COLLECTION S YSTEM SHOWN ON THESE 52 AIR RELEA SE VALVES SHALL BE REQUIRED AT ALL HIGH POINTS ON PROPOSED FORCEMAINS. A HIGH POINT IS DEFINED AS 6 MECONTRACTORSHNLBEEXTREAIELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BEPRESERVED,WHETHER L BACTERIOLOGICAL SAMPLING PLANS SHALL BE INSTALLED B Y ME CONTRACTOR AND SHALL CONFORM WITH ME CITY OF OCOEE STANDARDS,SPECIFICATIONS ATIDDETAILS. CHANGE III ELEVA NON GREATER THAN 2 PALES PIE DIAMETER OF ME PIPE LOCATIONS WILL BE C ONFIR/AEN WITH TON" PANAOU, ENGINEER WITH CITY OF OCOEE WATER UTILITIES, SHOWN IN WE PLANS OR DESIGNAMD INANE FIELD, 6 PIE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIF YING ALL EXISTING UNLNES PRIOR TO CONS TRUCTON,AND g. BASE OSSER VAPON& SOUNDING 3& POTABLE WA TER SER VICE SHALL BE PRO VIDEO B Y ME CITY OF OCOEE THE WASTEWATER COLLECTOR S YSW1 SHOWN ON THESE PLANS SHALL BE INSTALLED BY ME CONTRACTOR AND SHALL CONFORM WITH ME CITY OF OCOEE STANDARDS, 63 RECONTRAOTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINSWASTEWATERFORCE MAINS. GRAVITY MAINS AND HECLAIMEDWATERMNNS, MAIN LOCATION'S SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. FORNOTIFYINGMEVARIOUSUNLNYPROVIDERSMMAKEMENECESMRYARMtIGVfENTSFORANYR OC POl4,TEI4PORARY DISRUPTION OF SERVICE, OR CLARIFICATION OFACTIV'ITY REGARDING SAID UTILITY. THE CONTRACTOR SHALLETERCISE EXTREME h, ASPHALTPLACEMENT SPEEFICATIONSAh'D DETAILS CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTLITYLOCAPONS. CAUTION45'HENCROSSNGANUTAT GROUIJDUnU",,WHETHERSHOWf404ME5EP NSO RaDLOCATED.ALLUNLMES I. PRE- NAL INSPECTION 39. CITY OF OCOEEDOES NOTPROWDE REUSE WATER SERVICE U. PIE CONTRACTOR SHALL STABEALL IMPROVEMENTS USING THE RECORD PLAT. THE CONTRACTOR SHALL CONFIRM WITH THE WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BERELOCATED BY ME RESPECTIVE UNLITYPROVIOERS AND ME COWT CTORSHALLCOOPEJ MWIMMEUTILTIYPROI'IDERDUWNGRELOCAPONCPERANONS,ANYDELAYCRINCONVEN'IEf4CE I. FINAL INSPECTION 40 NE STORMWATER MANAGEMEITPLAN SHALL COMPLY WITH CITY OF OCOEE SUBDIVISION REGULATIONSAND SHALL BE ENGINEERTHATM PLATISCURRENTMIORTOCONSTRUCTION.ITISRECONTRACTORSSOLERESPONSIBIU"TOCOMPLETELY STAKEAND CHECK THEPROPOSEDIMPROVEMENTS TOPTSVREMEOUATEPOS/TONIA'G,BOTHHOR20,YTALANDVERTCAL BY THE VARIOUS UTILITIES SHALLBEINCIDENTAL TO THECONTRACTAN'DNOEVTRA COMPENSATION WILLBEALLOWED, T. O ORAINAGESYSTAREANOVIDEDDMPO OI4 REPLANT HAVE RAPHICME B. NE CONTRACTOR SHALL KEEP DAILY'AS-[O- ORAWiNGSAND MAKE THEM REAMLYAGCESSIeLE SUBJECTNNEAPPROVALOFMECITYOFCCCEEEt4CItJEERANDDIRECTOROFPOLLUPONCONTROL 41. THE CONTRACTORSHALLBERESBEOVACCPONSIBLE F C LANOSCAPEBUFFTSIRE IJTIONN4DDETENFON INCLUDINGMINIMUMBUILDINGSERACI(SPRIG MTHEINSTALLAPONOFANYIMPROVEAfEW..ANYDISCREPANCYBEPYEEl4ME PLATINFORMATIONANDTHE PLANSSHALLBEREPORTEDTOMEMGIN'EERII,fAIMIAAELY. DETERCAnON BEEN FD FROM MERE TINORMATIO CONVENIENCE OF BEENDETEFU/INFO FROM FOR PROVIDED FORTHESOFMIENCAnONIECOMATI C. RECONTRACTORSHALLPREPONTHLYAREAND SUBMIT TO NEENGIfJEERA PROJECT CONSTRUCTION SCHEDULE (BAR GRAPH)AN1D T DME BYMEOVOA BEENACGEPTEDBYIGIN VNERALL DISRUPTED AREASOUTSIDE PiEPROJECiIIIAITSAFFECTED DlF FACOrNS UNPOPISH 65 AHUNGTHACTORISTOCONPNSTRU MAINTAIN ATHtS EILACCUROARE SIBILIIAFOR THEIR NO RESPONSIBILITY N THE ENGINEER INACCURACY SHAOR M OTRELIETE ME OFNELOCAPONINFORMATION SUCHINFORMATIONSHALL OMISSIONOFSUCHINFORM INFORMATION THECONTRACTOROFHIS RESPONSIBILITY PROVIDED,ANYCHEXISTING UPDATE SAID SCHEDULE ONAA40NMLY BASIS. BETE BYCOIJSMUCNON SHALL BERENRh'ED TO HEIR ORIGINAL COflGIPON. NOT WATER QAINT(DEIONPREVENOR WOLATEMSNEEON-I INSURE MAT REODIES, TCONSTRUCTION WWILL ETLANDS ME CNTRATORISALl1Y DESPONSI LE FOR MEETING OFFSGWATERBODIES,PONDS,LAKESORWETLANDS, THECONTRACTORRPALMRESPONSIBLEFOR h!IEP ALLWATER WATER S1FROF TO FEATURES TOPROTECTSUCHESEPLANSATUREMF Fl DAIAAGEOR fnONSCVMICHWOIMERRUPRONOFSERVICE SHO DISCREPANCY INTERRUPTION VlOVLDAPPRECIMEDIAFFEGTTHEEXECUTION OFTHESE JTACTOR D. ALLFUEL STDRAGEAREASSHALL HAVE OUNDWATER AND SO'LRSOURCESPPROVAL AN'D APPROPRIATE MEASURES SHALL BE TAKEN TO INSUREPROTECTION OF GROUNDWATER AND SD'L RESOURCES. 42 ALL RETf1STANDA SUFASTMO3(RCELLCALLBE MINIMUAICLASS III ALLTJDPEWILL BE SMOOTHIf4TERlOR AfJO SHALL IAEET OR EXCEED STANOAR05OFASTh!D 3350 CELL CIASS/FlCAPON 3454640 MANAGEMENT PERM1IITCONDIPONS,THEEPAlIPOES GEIJERAL STORMWATER PERMIT CONOINONSAN'O CITYOFOCOEE REGULATIONS. PLANS. MECO WILLHOACNALFIELOCONONANSOTIIY PLANS, THE CONTRACTOR WILL NALTgLL CONSTRUCTOR AND NOTIFY RE ENGINEER IMMEDIATELY. BACKFILLEGINNI OPERATIONS TH MEENGINEIOA E ME CONTRACTOR SHALLCOORDINRIOR 43 ALLPREWCTIDCASTORAINAGE HAVE STEEL ANGLE IRON FWNIE.ALL SMUCTURESIN PAVED AREAS TO HAVE STEEL 66. WBESUPPORMDAWPRITYAI:G REAINSTDIYATER RFON, TIES WIMIl4THE LIMITS OF THE & THE ELECTRICALDISMIB ISTGBE DESIGNED £CONTRACTOR BY PIE ELECTRIC POWER UED T ME EMOF WORKLC SNSG TO TEST REPORTSTOTHEEfJGIh'EER PRIOR TO BEGINNING WORK ON NNE NFXTITFJr10F WORK IE. BUBGRADE PRIORTO CURB. TE-1THH-URESTO RECTILIflEAR GRATESY/IP1 H-20 LOADING. MDJEC S PROJECT SHALL BE SUPPORTED AA'O PROTECTED AGAINST DAIAAGEDUWfJG CON'31RUCPON UAf)COAISM IDUTPLSYSTEM REPRAND ERCOLS WILL COORDINATE WITH YTO UTILITY PROVIDER TD INSUREPRDOM CONSTRUCTION PHASING IS ACHIEVED, AND TO ALLOV✓THE AND ELECTRIC POWER UTILITY TO IIJSTALLSREET CROS51NCSAND OTHER REQUIRED SLEEVES OR EOUIPJAEI4T. EQUIREME ANY ACTION F. NEENGINEETO ESURE TOUNCOVER RETDANCD 44. OFFSETS FORINLETSARETO THEINLET CEI4TERLINE AS SHOYMINNEFD,O.T DESIGN STAffDARGS BOOKLET INDEXES. 67. ONEFOOTOFF EDIATELYADJACENiTORNEASEMENTLINE ALL 9. NSTEM, TELEPHONECOMPANYWILL NICANONOISTRIBUNON MENTHAVECONTRACTOR THAT WITH THEORM NECESSARY TO ENSURE THAT THE IR!PROVEhIENTS HAVE BEEN CONSTRUCTED INACLOROANCE WIN THE PLANS/WO MEI IMPROVEMENTS SPECIFICATIONS. 4E ME CONTRACTOR SHALL PERFORM EROSION COfJMOI M1fEASURESINACCORDANCE WIN CITY OFOCOEE STANDARDS, SANITARY SHALL T OF 2 FEET TO 5 FEET SANITARY LATERALS SHALL TERMINATE ATADEPR OF 3 FEET N s FEET, DEPTH SYSTEM. ESPOLLBLEREGUI-AFORTEANOMAINTAINNEPROPOSEO IDPR WORK YJIAH SAID PROVIDER TO INSURE PROPER LNG SHALJ-BE RESPONSIANDAVCDUNt4 DETAILS Rf0UIRED RFPNRSAfJ6 CLEANUP. NE CONTRACTOR WILL BE CHARGED FORALL EXPENSES 59 NSOCIA CME TIONP CESN THIS CONSMUCPON PHASIIJG, ELIMINATE CONFlJCTSAND AVOID UNfJECESSARY DELAYS, G. MECONTRACTDR SHALL PROVIDEDAVE SCHMITT ETlGINEERING,INC.q COPY OFALL SANITARY SEVYER NINEPECTOfJ RESULTS CONTAINEDINTHEPLAIDS, THE FOLLOWING NOTES, AND ASDIRECTED BY NEEIJGINEER ED WITH MERPERFOltA1 ASSOCIATED V✓IN ME REPAIR 10, ALLY/ORK ANOMATERINS FURNISHED SHALL BE IN REASONABLE CONFORMITY 61'" NE LINES GRADES, GRADING SECTIONS, A TEMPORARY EROSION CONTROL 59, FOR ALL TRAFFIC SIGN DETAILS, REFER TO ME'MANUAL ON UNIFOR14 TRAFFIC CONTROL DEVICES', PUBLISHED B Y NE U. S. CROSSSECTIONS,DIIAENSIONS,IAATMIALREOUIREMEIJTS,AWMSTINGREDUIRF', TSMATARESPECIFIMINMECONTRACT, PLANS OR SPECIFICATIONS. 26, A TERANO UTILITY CROSSINGS: VERTICALANDHORIZOIJTALSEPARAFDNSAf4DcLEARANCESAIUSTMEETCITYOFOCCEEWATER UTILITY SPECIFICATIONS UNLESS NOTED OTHERWISE. a STOCKPILING MATERIAL' NO EXCAVATING MATERIAL SHALL BE STOCKPILED IN SUCH AMANNER AS TO DIRECT RUNOFF DEPARTMENT OFTR SPORTANON,FWD aHIGHV✓AYAOAfINISTRAPON-2009. OF ALL TOABSURE NE 11. MASTINE UTILITY SEPARATION -VERTICAL CLEARANCE DIRECTLY OFF NE PROJECT SITE OR INTO ANY MACENT WATERSODY OR STORIMATER COLLECTION FACILITY 60 ALLTRAFFICSIGNSTOBESIfJGLEIAOUfITEDINACCOft AIJCEMMFD,O,TINOE tVD,T0"10ANDINDEXN0.700.101. CMRSSfIAJTRACTORSAND LEHCULAONVENIEIJCET SNETRATHLSOPRAONECOfME SAFRSHALL M1!OnVEINFREEAMETRBSRUGPUBLI,UNGE OF VENIEHALLCO,YTROLHLYISPBLIC ECOtiT Uf4OBSPUC RESAFETYNJD CONVFllIENCEOF ME TRAVELING PUBLIC. UNDERALL STORM BEW'ER MAIN,AVERTCALSEPINCHES (OOWAMTO VHY SAIFERABL A. WHERE WATEATLEAS b. METPR TS?CTIONINLETSAtVYADCHBg5IN5SHALLBERSTERI.fwA O:COUECnOt�FCILI". RMRUNOFFDIRECRYOFF MEPROJECT SITE OR INTO ANY ADJACENT WATERBODYOR STORI,IWATER COLLECTOR FACILITY. 61. NEMINIMUM GRAOELINE OIJALL GURBSSHALL BE030id SVFEOSHALLLIAIImEmoERANORTANr CIRLUfASTAA'CES, SAFETY SHALL BE MEM1fOSiIA<PORTANi COiISIOERANOTI CIRCUMSTANCES SWING ES, PREFERABLY TWELVE SIX INCHES. ABOVEE TWM1EI. VEINCHES BEtOWfAUSTBE 62 ALL SAND BUILT OF ROADOVEETHE fOFOOT STAEVEM- 12 PRIORTGSIPRIENCING WORK MECONTRACTOR SHALL FURNISH. ERECT ADD MAINTAIN ALL BARRICADES, WARNING SIGNS, AND MAINTAINED,W WHENEVER BELLIES, MAINTAINED.IS'HEREVER POSSIBLE THE WATER MAIN SHALL BE LAID ABDI'E THE OMER PIPE. M SHALL OMER PIP r. BHAPORARYSEEOING: RASSOPENEDBYCONSTRUCNONOP£WINSANDSHALL BEREDED WTHAQUICK BHA T I SHALLBE SPLAN 9ND GRASS ICKG�WING RA CTEDTO BE CONSTRUCTED INCLUDING M TMANH LE WITH ES LINE ANPBE CONSTRUCTED TO AND INCLUDIfJG ME NEXT MANHOLE WINAZO FOOT UTILITY EASEL!ENTCEfITERED OVER ME PIPE ENTER AND IAANHOLE. SAEETAND NMOLOF GRASDIM REASONABLE CONFORMITY WIN MEINEERS C ASTO O EFFEGFFIC CONTROL DEVICES 1t"CESHIGHW'AYS OR ASDIRELTEDBYCIAYOFDCOEETRNORAFFIC ENGINEER2;SUC1IAt4SVM B. WHERE WATER IAAINS 12INROSS SI.IUSTYFOAlt4TRCE AIDWHN OR EREVERDWSIBLE,ATER E AVERNCALSEPARATIONTABOv ETO OMERP)OFPROVIDTI2INGIESOVE BEMAIREMENO, WHEREVER POSSIBLE NE WATER h1NN SHALLBELAID ABOVE NE RDURSEVE/JESEMSAND WHICH WILLPROWEANEARLY WILLNGROW'ING SPEC IESWHICHVILLPROVIDING THERA OV-ING NE SEAS ON INWHICH ITISPLAI4TFDAND WILL NOT LATER COMPETE WITH NEPERMAIJENTGRASSffJG. NERATE OF SEEDING SHALLBE 30 POUNDS PERACRE POH MAN POTABLE WATER f WATER 63.A!SE POVEWDEVICE,'rSIN SINANY PREVENTWEGTfMFPULLPLACES INHERE THE WORI<CAUSES OBSTRUCTIONSTD NENORANLTFAFFlC ORCONSTINTEB INANY 45'AYAHAZARD TO REPUBLIC, OMER PIPE PROVIDED MINIMUTACOVER REpU1REA1ENT5 CANBEIAETI dTEMPORARYBEDDINGAND MULCHING: SLOPES STEEPEN FALL WITHIN NECATEGORY ESTABLISHED IN NOTE C JUMPER CONNECTION BACKFLOWTANG MATE TEMPORARY (USE JUTAPER CDI'fJECNON WITH BACNROWPREVENTER TO MAKETEMPORARY CONNECTIONS TD AN EXISNNGWATER SOURCE). PTSTININPOTA SO 13. NECONTRACTOR SHALL COMPLY WIMALLFEDERAL, STATEAIID LOCAL LALVSANG REGULATIONS COlJTROW/4GPOLLUTI�N OF C. BE AS FA LENGTH OFWATERAWN PIPE OF BECENTEREDON ME OMER PIPELINE SO MAT THE Y✓R AFT AfAfN JOINTS WILL BE AS FARM POSSIBLE FROM THEJOITTBOf ME OMER PIPE OXIJ6:1THAT ABOVE SHALL ADDNONAGGEDAEIVE MULCHING OFAPPROXIMATELY2INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO ME SOIL OF RESEEDED AREATOADEPR OF4INCNES. 64. PRESSURE PIPELEfJGNS DO NOTIfJCLUDE VALVES aRFIREHYDPANTASSEIr!BIDES. NEENVIRONM1IENT. 65. TEMPORARYSILTFENCES SHALL BECONSTRUCTEOALONG THEPROPERiYBOUNDARYAND WHERETHEPROPERTY BOUNDARY 14. THELONTRALTORSHNLCOMPLYWIRALLLOADRESRICDOtISINREHAUUA'GOFMATEWALSINPUROCROAOSBEYONDME LIMITS OFREIYDRKASPECIALPERIAIT4VlUt4OTRELIEVETLJECOt4R CTOROFLIABIMTYFORREDAIAAGEVVHICHMAYMSULT LNLITYSEPAMION-HORIZOATTALSEPARATION G. WHEN WATER MAINS PARALLEL A GRAVITY SEWER MAIN, SANITARY FORCEMAIN, OR RECLAIMED WATER MAIN NOTREGULATED .. TEMPORARY GRASSING: THE SEEDED OR NE SEEDED AIJD MULCHED AREAS) SHALL BE ROLLED AND WATEREDAB REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR MEESiABLISHMENT OFA GOOD GRASS LOVER. RUN SADIACENTTOOPENWATERAREASORCOh'SERVARONAREASNEMOVEMENNQNEDFET4CINGStl LLBECONSNUCMG PRIOR MANY GONSTRUCDON OCCURRING AND SHALL REMAIN UNTIL EXCAVATION ADD CONSTRUCTION IS C04IPLEMANDA VEGETATIVE COVER IS ESTABLISHED ON RE DISTURBED AREAS FROM RE MO VING OF MATERIAL A -EQUIPMENT. 1S RE CONTRACTOR SHALL FAMMARIZE HIMSELF WITH NE POLICIESAND GUIDEllNES ESTABLISHED BY CITY OF OCOEE FOR NE UNDER PART It/ CHAPTER 62-610,FAC„ASEPARATION (MEASUITO OUTSIDE TO OUTSIDE) OFATLEASTSU' FEET, AND PREFERMLYTENFEETIMUSTSEIAAINTAINED, MEMINIMU.NSEPARAPONDISTAN'CEBETIVEENWATERMAINSANOGRAVITY SANITARYSEWERSSf1ALLBEMREEFEETW'HEREMEROTTOMOFMEVYAMRMAINISLAIDATLFASTSIXINCHESABOVETHE L TEMPORARY REGRASSING;IF, AFTER FOURTEEN DAYS, NE TEMPORARY GRA SSED AREAS HAVE NOTATTAINED A MINIMUM OF 755i GOOD GRASS COVER NEARER WILL BE RE45'ORKED AI4D ADDITIONAL SEED APPLIED SUFFIMEf4TTO ESTABLISH RE DESIRED VEGETATION COVER 66. AN EROSION CONTROL PLAN WILL REAPPROVED BY RE COYENGINEER PRIOR TO THE PREGONSRUCTPL CONFERENCE. PRESERVATON OFALL PUBLICAND PRIVATE PROPERTY. RE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY MPOFTHE-VITARYSEWERMPE. AT. ME CONTRACTOR SHALL PROVIDE TEMPORARY BENCHMANNS EVERY SOTALONG RE LENGTH OF NE ROAD WHICH WILL NOTEE TOPROPERTYOF ANY CHARACTER DURING THE EXECUTION OF RE WORK RESULTING FROM ANY OMISSION, NEGLECT, OR A1ISCONDUCT 114 HIS MANNER OR METHOD OF EXECUTING NE WORK OR ATAN YTIME DUE TO DEFECTIVE WORK OR MATERIALS. E WHERE WATER MAINS PARALLEL A STORM SEWER PIPE OR RECLAIMED WATER MAIN REGULATED UNDER PART III OF CHAPTER 9.THECONTRACNR SHALL PLACE HAY GATSAROUN'DALL EXISTING AND NEWLY CONSTRUCTED INLETS TO CO/JTROL EROSION DURING CONSTRUCTION. DISTURBED DURING CONSRUCPON. 62-610,FAC. AMINIMUM OF 3 FEETHORIZONTAL SEPARATION(TREASURED OUTSIDE TO OUTSIDE) MU5TBEMAINTNNED. 69. ALL EXISTING UTILITIES HAVE SEEN'FIRD VERIFIED ATALL POINTS OF CONNECTION TO AND ATALL AREAS OF CONFLICT 4IN 16. ME CONTRACTOR SHALL INSURE THATPROPER SOIL DENSITIES AREACHIEVED FOR PLACEMENT OF ALL NEAOWALLIENOWALL FOOTINGS, RETAINING WALLS. AND IN GENERAL, ANY FOOTING BUPPORTDESCRIBED ON THESEPLANS, IT WILL ALSO BE WE F 140 WATER MAIN SHALL PASS THROUGH, ORCOMEWTO CONTACT WILL, ANYPARTOFA SANITARYMANHOLE OR STORM SEWER h.MAINTENANCE ALL FEATURES OF THEPROJECTOESIGN'EDAND CONSTRUCTED TO PREY'ENTEROSION AND SEDIMENT SHALL RE MAINTAINED DURING THELIFE OF THE CONSNUCNON SO AS TO FUNCTION AS THEY HERE ORIGINALLY DESIGNED AND CITY OF OCOEEA!AINS RESPONSIBILITY OF NE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS BEEN PERFORMED PRIOR TO CONSTRUCTION. INLETORMAnHOLE CONSTRUCTED. 69. CONTRACTOR TO PROVIDE HAND RAIL TO MEETADA STANDARDS FOR ANY RETAINING WALLS GREATER RAID 25 FEET IN HEIGHT 1], IT WILL BE NE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A COPY OF NE GEOMOHN'ICAL ENGINEER'S REPORTFOR MIS G, FIREHYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED 50 RAT RE DRAINS AREATLEAST THREE FEETFROM ME ASTORM SEWER OR RECLAIMED WATER MAIN REGULATED BY PARTIII OF CHAPTER 62-610, F.AC; AND ATLEAST NREEFEET, B. PERMANEIJTEROSIONCONTROL 70. RE CONTRACTOR IS RESPONSIBLEFOR FINAL DESIGN AND PERMITTING OF RETAINING IYALLS PROJECT FROM DAVE SCHMITTENSWEERING.INC. AND MEET ME GARTECHNICAL ENGINEERS REQUIREMENTS FOR SOIL AND PREFERABLY TEN FEET, FROM A GRAVITY SANITARY SEWER SANITARY FORCE MAIN OR RECLAIMED WATER MAIN NOT THEMOSIONCONTROLFAC(LINES FOR NEPROJECTSHALLBE DESIGN'EDTOMINIfAIZEMEIAfPACTONOFF-SIMFACiUVES.ALL ]f. ME CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION DISTURBED PREPARATION ON THE SITE RE CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL CERPFYALL SITE PONG EMBANKMENT, REGULATEDBYPARTAIDFCHAPTER62-610,FAC. STORM WATER DISCHARGE FROM ME PROJECTLIMITS SHALL BE ROUTED THROUGH DETENTION BASINS TO TRAP SUSPENDED MONU,MENTATION SHALL BERESTORED BYA FLORIDA LICENSED SURVEYOR AND MAPPER SELECTED BY ME OWNER AT ME FOVftOATIol4, UTILITYAND ROAD COMPACTIONAS LVELL AS PAVEhfENT CONSNUCTTONTO DAL'ESCHM1IITT ENGINEERING.INC. GEOTELHNICAL RECOMMENDATIONS ARE NOT RE RESPONSIBILITY OF DAVE SCHMITT ENGINEERING, INC. MHO HA S RELIED ON RE R ME WATER MAIN PIPE SHALL BE LAID SUCH THAT ME JOINTS ARE STAGGERED AS FAR A S POSSIBLE FROM ME JOINTS OF THE SEE PIENTS AND DISCHARGE FACILITIES FROM NESEBASNJS SHALL BE PROVIDED WITH A SKIMMER DEVICE M MAP FLOATABLE DEBRIS, CONTRACTOR S EXPENSE REFERENCEDGEOTECHNICAL ft 01?rin PREPARATION OFREPLANS ANY CONFlDCT BETWEEN INFORMATION WITHIN ME OMER PIPE ADDITIONAL CITY NOTES: REPORT AND THESE PLANS SHALL BE BE REPORTED TO ME ENGINEERVEA NER DAVE SCHMITT ENGINEERING, INC ASSUMES NO RESPONSIBILITY FOR ME CORRECTNESS, COMPLETENESS OR ACCURACY OF ME GEDMCHNICAL INFORMATION WHENTHEPLANS L WHEREDVCTILEIRON PIPETS REQUIRED FOR WATER MAINS, IT SHALL CONFORM TO ANSVAWW'A A21.51A MsAr1UM MICIWESS o_ PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY NE CONSTRUCTION WILL AS A MINIMUM, BE FERTILIZED AND SEEDED. THE FERTILIZER SHALL BE OF 12-6-8 PROPORTIONS AND SHALL BE UNIFORMLY SPREAD ATA RATE OF 400-500 1. MEMOSTSMINGENTSTANDARDSSETYYEENMECITY STAN'DAROSANOMESTAA'DAROSSETFORMINMEABOVEGENERAL AND,'OR SPECIFICATIONS CONTAIN ME RESULTS OFA SOIL SURVEY, ME CONTRACTOR SHALL NOT CONSTRUE SUCH DATA ASA OF CLASS 50 PER ANSIIAVAYA SHALL BE SUPPLIED. DIP PIPE MUSTSE IN CONFORMANCE WIMAW✓lA C150 AND CUP. POUNDSPERACREANDt4XE WIMMESOILTOAUNIFOW,,.4DEPMOFFOURINCHES, INCLUDEOWIN ME FERFLIZIIJG NOTES(ASDETERMINMBYMEEVGINEEROFRECOROORNECITYEIIGINEER)SHI LBEFOLLCWED, GUARA/)TEE OF NEOEPTH, EXTENT OR CHARACTER OF I,fATERfAL PRESENT. !T ISTHERESPONSIBILITYOF RECONTRACTOR TO AMA ANEXAMINAPON'OFMESIMMDOFANYIAATERIALSOURCESINOICATEDINMEPLAIJSTOINFORAIHIMSELFOFTHE CONDIPONSUNOERWHILHMEWORJ(ISBElt4GPEWORMED. J. TESTING.MECOMRACTORMMSTALLWAMRIAAINSASWRMEFOLLDWit4G:HMROSTAPCMSTPERAWWA-C600(ORM2J) STANDARD,AWDISINFEGVONOFWAT tR MINPERAWYY'A-L651, TESTING WILL BEPER CHYOF OCOEE WATER UTILITY OPERATION, WILL BE ME APPLICATION OFAMENOM1fENTS, IF NECESSARY. SUCH AS DOMOAfINC MMESTOfJE ORALUMINUM SULFAPFMCORRECTNEPH FACTOR TO WITHIN THELIMPS OF60.T,0. THE GRASS SEED SHALL BE UN'IFORVLYSPRMD AT ME RATE OF 100 POUNDS PER ACRE WHILE ME SOIL IS MOIST. ME GRASS SEED MIXTURE SHALL BE OF 20 PARTSBEWAUDA 1 2 M-GUILTS NEEDTOBESUBMITTEDTONEOPYSIGNEDA''DSEALEOIIJACCORDANCEA'IMSECTION3.01.050FMEENGINEERING STANDARDS MANUAL IN ME FOLLOWING FORMATS: SPECIFICATIONS AND MEP RULE AND 60 PARTS BAHIA, WITH THEADOMON OF 30 PARTS RYE IN ME WINTER SEASON. PERMANENT STABILIZA PON MUST BE AIPOP COPY 18, AFTER ME ROAGWAYHAS BEEN CONSTRICTED TO SUBGRAGE IT SHALL BE PROOF -ROLLED TOASSURE THATPROPER COMPACTIONIJASBEENATTA)NED.NEPROOFRQLDNGANDCOAfPACPONOPE PONSSHALLBEIIJSPECMDAN'DTESTEDBYA K WATER MAIIJS SHALL COMPLY AWWASiAN'DAROS ALL WATER MAINS ME OF-WAYAND EASEMENTS SHALL COMPLETED WITHIN T DAYS OFFlNAL GRADING. B. CAD COPYDRAWN IN STATE PLANE COORDINATES FLORIDA LICENSED GEOMIMINICAL ENGINEER MASSURE THAT ME SPECIFIED COMPACUU/4 IS AWNTAINEGANO RATALL DELETERIOUS MATERIALS HAVE BEEN REMOVED. BE OWNED AND MAINTAINED BY CITY OF OCOEE UVLMES. ALL 4'DIAMETER THRU -DIAMETER PVC WATER MAINS SHALL BE AWVJA G90-RIB. ALL WATER MAINS LESS MAN 41NCHES IN DIAMETER SHALL BEIN ACCORDANCE WITH ASP.I 2241 SOR21 b. PERMANENTSEED IS NO MULCHING: IN ADDITION TO ME AINAWATMI REQUIREMENTS OF NOTE. ABOVE SLOPESOF6:1 TO 4,1 INCLUSIVE WILL BEMULCHED WITHA UNIFORM THICKNESS OFAPPROXIAIAMLY TWO INCHES, LOOSE MEASURE OFMULCH Q 3. ALL FINISHED ROORELEVATIONS WILLEXCEED ME 100.YMRFLOOD PLAINSYA MINIMUM OF TWOFEET(2). CLAS5200. PIPESIZES-THRU36" SHALLBE INACCORDAN'CEWIMAWUVAG905.62ALLV✓AMRffAINSSHALLBEARMENSF MATERIAL INCORPORATED INTO ME SOIL BY MWAC TO A DEPTH OF FOUR INCHES 19. CO44PACT ME TOP 24 INCHES OF UTILITY TRENCHES WITHIN ROADWAYS TO" IL OF ME MODIFIED PROCTOR GENSITYWIMIN OTHER AREAS TO 9571, LOGO INOWATING APPROVAL FOR DRINKING WATERAND SHALL BE COLOR CODED OR MARKED USING BLUEASA PREDOMINANT COLOR TO DIFFERENTIATE DR114MIVG WATER FROM OTHER WATER LINES .-I TSOGDING:ALL RETENTION'DEMAMONBASINS SHALLBE SODDED WITHIN MORLIMITS. ALL EXPOSEDAREAS 20. INOMERAREASWHICHREQUIREFILLMATERIAL ME CONTRACTOR WILL STRIP OR OMERWISERQAOVENJ. VEGETATION SUCHAS 26, MECOMRACTORSHPLLMAIITAINWEEHLYhfONITOWNGREPORTSPERG&f ERALCONDMONSOFPIEEPANMESGEIJERAL WITHIN PUBLIC RIGHT-OF-WAYS WILL RESOLE) SODDED, OTHER AREAS WITH SLOPES STEEPEN THAN4. 1 WILL BE SODDED. SRISH. HEAVY SODS, HEAVY GROWN OF GRASS DECAYED VEGETARLBMATTER RUBBISH AND ANY OMER DELETERIOUS PERMIT d.SMIPSODDING: STRIP SOD SHALL BE PLACEDADJACENT WALL CURBS, WALKS ANG PAVEMENTS MATERIALBEFORE EMBANKh!EIJT IS STARTED. IMMEDIATELYPRIOR M ME PLACEMENT OF FILL MATERIALS, THEENTREAREA UPON W'HICHFILLISTOPLACED, SHALLBESCARIFiMtti ADIRECNONAPPROXIMAMLYPARALLELTOMEAXISOFFILLME 2T, tESNNG:MECONTRACNRSHALLMSTALLWAN f,(AINSPERMEFOLLOV✓LNG: HMROSTATICTESTPERAW4VA-C600(ORM23) e. REGRMS(NG:ALL GRASSED AREAS WILL BE MAINTAINED TO ASSUREA GOOD STAND AND SUFFICIENT GROUND COVER TO GEDTEOHNICAL ENGINEER SHALLAPPROVE MEAREA PRIOR MTHE PLACEMENT OF FILL STANOAW.. At4O DISINFECNQIJ OFWATER MAIIJ PERAWWA C651. MINIMIZE EROSION, IF, AFTER M DAYS AN ADEQUATE GROUND COVER HAS NOT BEEN ESTABLISHED, THEAREA WILL BE 21. DURING CONSTRUCTION, NO DIRECTDISCHARGE OF WATER M DOWNSTREAMRECEWINGWAMRSWILLBEALLOWED.ME 2& ALLPVCVVATERMAIN54'THRU36'SMALL BEC9000RG-905DRI6PIPE15)PSI. REGRASSED. CONTRACTOR IS RESPONSIBLEFOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ALL DIP WATER MAINS 4'MRV W'SHALL BEANSI!AMYA A21.511C151, 161 PSI. A ADDITIONAL FERTILIZATIONGRASSEDAREM NOTACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL BE FERTILIZED AT ADEQUATELYR AIOMSILTPRIORTORUNOFFFROMSITE NLWATERMAINSMUSTBEARNNE`tVATIOrlALSANITATIONFOUNDATION'SET.FORUSEASPOTABLEWATERPIPE ANAPPLJCANON RATE OF 250 POUNDS PER ACRE 22. RECORD DRAWINGS'ATTHEEI4DOFCONSMUCPON,MECONTRACTORWILLPROVIDEONESETOFDRAWNGS SHOWINGALL 29. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ME CENTER OF ME DRIVING LANE OPPOSITE EACH FIREHYDRANT 46 ALLSTORMDRAINAGEPIPESAIUSTBEW'RAPPEDATMEJOINTIY'INFILTERFABRIC. CHl NGES MARKED Ito WATERPRODFRED V✓IM ME FOLLOWING CONTRACTOR CERPFICATION EXECUTED ON EACH SHEET THE CONTRACTOR HERESYCERFFIESTOTHEOWNERTHAT 30, TILL STORM PIPELENGNS SHOWN INCLUDE FLARED AND MITERED EIJG SECTIONS 47. ME CONTRACTOR SHALL BE RESPONSIBLE FOR ME MAINTENANCE GFALL RETENTION AND DENBMON FACIOTIES AI4D ALL IMPROVEMENTS COVERED BY MIS DRAWING AND ALL RELATED DETAILS HAVEBEEN CONSTRUCTED AS INGICAMD OR AS MODIFIED BYMENOTESANDGRAPHICSSHD'NN.ABSE ANOTEORGRAPHICTOMECOt4RARY,MEIMPROVafA TSHAVESEV4 31. FIRE AND POLICE PROTECTION) N40 GARBAGEPICIMADISPOSAL SHALL BE PROVIDED BY CITY OF OCOEE, LANDSCAPE BUFFERS, MROUGH MEDURAnDi4OF NE PROJECT, AND UNTIL ME W'ORl(lS ACCEPTED BYTHEOWIV- NL DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. CONSMUCTED MEETING INDUSMY STANDARD TOLERANCES. SIGNED' GATE' AMPORNEDCONTRACTORSREPRESENTATIVE DAVE SCHMITT REVISIONS DAVE M. SCHMITT DATE: JULY 2021 DATE BY DESCRIPTION DATE BY DESCRIPTION ENGINEERING, INC. NUMBER FLORIDA4RE27 GENERAL NOTES PROJECT NO.: TSG-2 ® 12301 I-AI(D2HILL ROAD RCKED HE. SUIT 409 OCOEE APOPKA ROAD CC BY: DMS ® ORLANDO, FL 32828 SCALE: NONE 407-207-9088 FAX 407-207-9089 CITY OF OCOEE, FLORIDA Certification of Authorization M27471 09-07-21 MG REV PER CITY I SJRWNID COMMENTS t SHEET: 02 OF 13 NOTES I. ONFR4GTOR TO ENSURE SILTC N", SEDIMENT HASINNSTFu4 COM. ENTRANCE ARE If14TALLEG ON SITE FLOG M ANY LAN. DISTURBANCE CLEARNG AID r44GSGRADA'—INIFS Z ANEGE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBIIC ROADS. PROVISLL RA IONS SMABE MADE TO JUN AUE THE TRANSPORT OF SEE,; MENT BY TRAMUG ONTOMSPAVEDSUMACE MMR4CMRSH MOVDEASITEHRPANCEMMMILTRACIVNGW+EVEMWDEVICEPERFDOTINDEX106 LOCATION GHDg1 G'1 THE S15PPP, IF SmOIHR IS TRANSPORTED ONTO A PUBIJC ROAD SURFACE THE ROAD SHALL BE CLEANED NI HGNLY AT N. H:N OF EAON NAY. THBOVENT.SHALL BEREMOVED FRG'I THE ROADS BY SNOT FLING OR SWEEPAGAND TRANSPORTED TO AN O,4SITE SED.'MEW CONTROL DSEPOSALARE'L THE S M CONTRACTOR IS RES_S.ELE IUH REI.IDVING THE UFMIERARY EROSION AND SHJIMHTT CONTROL NEVICE5 AFTER COr+PLERO4 OF CIXlSTRUCFDIV Al. ONLY WIIENARERGIIA. BEEN ITABLLIZID, 4 CONFlI ES DUETO UNSEEN cO',D FGNS ORACC OMIT SHQWN ON THESE PLAf13, MUST BE PROVIDED TO ENSURE ELT OR DUST DOES / GT IEALE THE PROJECT 6EO.! E FREVEMED FRD^AH FANG ANY STORMOR41N SYSTEM, DITCH, OR CHANNEL ALL STORM EFNER I-STHAT ARE MANE OPERABLEDUFING ...RUCTION SHALL BE PROTECTED SO THAT RECI -LADEN WATER CANNOT ENTER THE CONVEYANCE 4YE7EN NNHOUT FIRST BEING FILTERED OR OMEHIYISETREA)EO TO REMOVE SEDIMEM 6 CONTRACTOR SHALL INSURE THAT ALL GRAINAGE STRUCTURES ,PIPES,END. ARE CLEANED OUT PLUGGED IS'NEN REOUIREG ND IN WO.RKIN. ORDER AT PME OF I. SILT FENCES FILTER BARRIERS, ETC. SHALL BE III.PELTED IMMEDAIt1Y AFTER EA CH FAINFALL AN'D AT LEAST GATT DURING PROLONGED RAINFALL ANY FEGG'NED REPAGO SHALL BE MADE IMMEDWTEL Y. 9. PERIDDICINSPEGFON AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST RE PROVIDED TO ENSURE IMEIDEN PURPOSE IS ACCOAIPLISNED.ME CONTRACTOR SHALL BE CO.YR,4OALLYITESPINISIBLE FOR ALL SEDIME (AlLER OR AIR BORN) LEA ON ME PROFERTY, SEDIIEAT COW% MEASURES SHALL BE e4 GOOD n'OwvNG CNNNIn N AT MEEND OFEACH G.—C- 9. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO TILE ENO OF THE EAPECTEO USABLE LIFE AND THE BARRIER IS 1— NECESSARY, THE FABRIC SHALL BE REPLACED PRIN4PNY. 10 I—ENTDC ITS SHOULDBERENOVEDAFTER EACH STORM EYENT THEYMUSTBER IOVEDn'HH;DEPGSITSREACHAPPROXIAM iYME-nnw THEHEIGHT OF ME LEIGNEG, 11, AN Iv SEDIMENT DEPDSN WWI AG w PLACE AFTER THE v T FENCE OR FILTER BM Is NO LU• GM RE001RED alAU BE DRESSED M CONFORM V. T NIF I Z ON SfON ND4 , DMT COMROL BARRIERS SHALL M PLACED A MMIT M ALL IM1'ET W AREAS MM THERE IS POTENMAL FOR 006?ISTREAf4 IYATER OUAE 13. ALL DISTURBEDgREAs sfrALL BEGPASSED,FER ILTED, MULCHMAIUDMAINTAINMUN LAPEw4ANEN 'EGEAPg 'ECOVMISESTABusHED. 14. SON SHALL BE PLACEN IN AREAS OYYCH MAY NFOUAE!IAIEDIA TE EROSION MOLOOPON M HISURE WATER OUALm STN.DAIDS ARE WNrAINW I6 ANY DISCHARGE FROM DEWATERING ACNITTY SHALL BE FLTEREN AND IMIEVED TO THE OOTFALLIN A MANNER IYHICH FRIG— EROSION AND TRANSPORTATION N1SUEACTS—SDU04TNTNERECEI1I1G OUFFAGL I6. DEWATERNG PUMPS GHALL NOT EXCEED MC CAPACITY OF THAT YIHICN REQUIRES A CONSUMPNVE USE PERMIT FROA1 THE SOUTHIVEST FLORIDA WATER MAIwGEM GISTRIDTfswFwMD). Ir. ALL D:SNRBED AREAS To BE STABttrzED THROUGH COIIPADRNN, VEGEDMON AND;OR GRASS SOD, ALL ALL SLOPES 31 OR STEEPER TG RECEIVE STAVED SOLD GRASS EDD I& DURING CONSTRUCTION OF THE PROJECT, SOIL STOCH PILES SHALL BE STAB:UZED OR PROTECTED VYITH SEDIMENT MAPPAG MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR ME TEMFCRARY OFECPGN AND PERMANENT STABILMAPON OF ALL SOIL STOONFILES ON SITE AS WELL AS SO'L INTEI,TiONALLY TPANSFORTED FROM THE PROJECT SrTE 19 ALLEROSICN.AND SEDIMENTCONTRGG TORR.UMIN P(ACEAFTER COIJPI.EnON OFCONSTRUCNONANO FEAIOVFD ONLY N'HENARE4SHAVEBEEN9 ABIL/ZED. 2V. THESE FLANS INDI MGULAPMtNINMoll AID VA}EF/NAND EGU14DENT MEACI SHA MA � ,FED NSTAMISFOUCCECMET CONTRACTOR IS RESPONSIBLE FOR AIEETIN'GALL APPLICABLE Ii, THE CONTRACTOR SHALL BE REUUREN TO RESPOIiD TO ALL CRY, IYATER I,IANAGEM1fENT DIsiRICTANDIOR FOH+ INQUIRES, _N. TO COMPLIANCE OF OROSIO,4 AND SEDIMENTATION CONTA— ME COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT COPIES OF ALL INQUIRES SHALL BE FORY^ARDED TO ME H,GINEER FOR REVIEW sz THE IfIT DTOR Is RESPONSIBLE FOR FDuos Tiwci fs BEST G)Ano FLOG,Nna oERARTMMTT OF ENVIAONIEEsNM PROUTLINED MON IN (Fo FECPLANE IRCnno s AND CRITF.FIA ST FLOFD4 I""/AREA rIANAGHIHIT O' SPE ZG IGUM4CFUR TO REFER TO TNEPROJECFSYILWPFORAGORION'AL INFORMARON ON EROSIO,4 CONTROL MEASURE Z FOR ADDIRONAL 1.4TDGMANON ON SEDMENT AND EROSION CGGn X REFER TO -ME FLORDA DEVELG_-ER MANUAL - A GLIDE TO SOUND LAND AND VIATER 4 MANAGE+ENT FRAMTHESATEOF FLDRINADEPARR4ETJTOF SAID MEMAt PROTECTION,FNEPf CH APTE(6 _ rA r�Y+srrw utrutn "I N' flat Plate 4.O3b Soil Tracking Prevention Device Source: FDOTRoa�a��re�Das�n Stenae�sstenae�s SOIL TRACKING PREVENTION DEVICE zD' 40' Be' SCALE: 1' = 40' VERTICAL DATUM: NAVE, 88 CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AS FOLLOWS; 1. SILTFENCES SHALL BEINSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ITS USE, IT SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. 4. ANY SEDIMENT DEPOSITS LEFT IN PLACEAFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRADE, PREPARED AND SEEDED, Q 5. IN THE EVENT OFEXCESSIVE OFF -SITE TRACKING, THE CONTRACTOR WILL BE OBLIGATED TO INSTALL ADDITIONAL MEASURES, 0—vCOPS .9-W 1"4•ro cENrEafxaxl SPACAIS oPRan POST — POET CORNER— SiRETCNFF eARS 0 TE a'IREG u'Cc - raerac YS'RGURD POLYETHYLfIIENESN FABRC �'TRUSSBARS (EEEHDTEi) UNEPCST NFNeUgfLE TBN510.NYYIRE GRADE / / / \/ / / DUST ABATEMENT FENCE DETAIL N.T.S. DUSTABATEMENTFENCE1 SINGLE ROW SILT FENCE DUSTABATEMENTFENCE/ DEMOLISHOVERHEADPOWERLINE SINGLE ROW SILT FENCE DEMOLISH WELL HOUSE DUSTABATEMENTFENCE/ DOUBLE ROW SILT FENCE DUSTABATEMENTFENCE1 SINGLE ROW SILT FENCE II -' II DEMOLISH OVERHEAD POWER LINE I DEMOLISH I -STORY RESIDENCE EXISTING WELL TQ CONTRACTOR TO GROUTAND PLUG PER THE LATEST FS 373.303 AND FAC 40D-3 WELL TO BE ABANDONED IN PLACE DEMOLISHCONCRETESLABS 20' x 20' CONCRETE WASH -OUT PIT 0 /— SOIL TRACKING PREVENTION DEVICE DUST ABATEMENT FENCE/ SINGLE ROW SILT FENCE DEMOLISH I -STORY RESIDENCE DEMOLISH METAL SHED DEMOLISH WOOD SHED 0 �-- DEMOLISH OVERHEAD POWER LINE DUSTABATEMENTFENCE1 SINGLE ROW SILT FENCE SILT FENCE POST FABRIC (INCLIAE POSTS 20• TO WARCE FLOW ) EXISTING FLOW GROUND DIRECTION 8,^ FDDTAPPROVED TEMPORARY SILT FEA'CE PRE-ASSEAIBLED IN 100' ROLLS UNDZJNG2'X2'X4'WOODENPOSTS@6'C/CI.IAKIY/3'OFWDV tI GEOTEXTILE MATERIAL14EEnNGTHEREQUIREMENTSOFSEC.98S , SIMILAR a EQUAL TO PUT SUPPLIED BY FlFEPIPE CO. OF TAMPA FLA. DEMOLISH 1-STORY RESIDENCE DUSTABATEMENTFENCE/ SINGLE ROW SILT FENCE DUSTABATEMENTFENCE/ SINGLE ROW SILT FENCE FOOT APPROVED TEMPORARY SILT FENCE PRE -ASSEMBLE IN IDD' ROLLS UPUZITJG 2" X 2'X 4' WOODEN POSTS @ 8' CX MAX ll' OFWOVEN GE.IODC" E MATERIAL MEETING THE REOVIRINAOITS OF SEC. 9854, SIMILAR 8 EQUAL TO MAT SUPPLIED BY HFEPIPE CO. OF TAMPA FLA. TYPICAL SINGLE ROW SILT FENCE DETAIL TYPICAL DOUBLE ROW SILT FENCE DETAIL N.TS N.T.S. DAVE SLHMI l I DATE BY REVISIONS DESCRIPTION DATE BY DESCRIPTION DAVE M. SCHMITT FLORIDA AEG, NUMBER p/ j� EROSION CONTROL & DEMO PLAN DATE: JULY 2021 ENGINEERING, INC. 46274 PROJECT NO.: TSG-2 ® ILL ROAD 12301 LAKSUI 409 OCOEE APOPKA ROAD WN BY: MGM 241 FL ORLAN7-9088 C ED BY: DMS CHECKED 07-26 407-207-9068 FAX 407-207-9089 FAX CITY OF OCOEE, FLORIDA SCALE: 1" = 40' Certification of Authorization #27471 09-07-21 MGM REV PER CITY / SJRWMD COMMENTS 1 SHEET: 03 OF 13 STORMTER POLLUTION PREVENTION PLAN EROSION AND SEDIMENT CONTROL NOTES 6Ymo .vu.d raw st.d ueI' I ((>>pp p.,�th NOTICE: ssxx W.°e-b m. �.t�ns(ied � � maa.�.a) 4 COMPIXJpVTS OF TTPES I h TYPE II MAY nw.r� rIrvAJI�"3 rn. BE SIMILAR OR IDENTCAL TO PROPRIETARY OE4GN5. ANY INFfliNG4kENT ON THE xd P PROPRIETARY RIpJ15 OF THE DESIGNER OF THE USER. SUBSTITUTIONS FOR TYPES am THEEIIAU BE THE SOLE ONS FOR TYPES PARTIAL INLET COMPLETED INLET O/iCN Li0TT0Ef INLET rll�vy ammanra �m3 uPawan• an. Fbt r'CA'm'°ie Oia1n° u lau'"em°^•• laawe..4) I AND II SHALL BE AS APPROVED BY I Baaa THE ENGINEER. _ _ SI,r u wrcrTsamsnaEsarmvntnar o=car,smurnar.,j, - - ' cu,sm.eno lraio o..rrnrrmAaEaswnrss�.v mrsugn rcro,.rrro,F+.s ot.rourre�rr rwmna+s wgcr�awrs TYPE II TYPE I PROTECTION AROUND INLETS OR SIMILAR STRUCTURES SYNTHETIC BALES BACKED BY FENCE t - sez gcrarahce airs+onas....rers.o,><wrar rivF OF FLOATING TURBIDITY BARRIERS Po �yt ��o wwq'w [[ NOTES wo Fmx%'i)5ao W Tnl) T1. Turbldily barriers era tv be used in ¢I permanent bodlea Of water regardless of woly depth. 1� In a cmlw. (tevro) 2 Number and epb of anchors dependant on currant rel c<olea. a n. m a wv 3. Deployment If bv0iar °round Pe IocaUvne ma to a mmodale consWctlon � P Y vo n vperotivna b • sw. aa. 4. Nov gallon moy requlra segmenting bwrier during c alructlon operations, b srrrcm nh-euEr a�-xn.arJEasr ra ralssm All..rcs PLAN 5, For vddttlI,W Inform°lion see S-Uvn 104 of lha FOOT St°ndard Speelnc°U°ne. _ Y • 3. a, �owdP D.a STAKED TURBIDITY BARRIER stew Ps eas r,.•�,. _ ,,.111. M" �l-.111EIEV_�exAlToiN-'�ru um w• III Ia�Aa I I -rrm arecrvu rnE sv.sa„rmJ marnr�naml..�eFn R„ III I I Torbldit barriers fo Fl I g sUe° nd 11aN sake y be we„n �" TURBIDITY BARRIERS io r f ail g -'ak d I— Y ammna%on ci i II lh i npl a 17 vile ndllo a rmwt e i Irol n,FessFs t qu RY regvtementn The baniv type s) OI be at xA,vAx wwro aworowA�m ns ,oe of soFe I I IIIII N.rs. hf°a`conirvclare iPllnil,enlasder uerwlsa��e�Aard"m iha van ins nid e "�emmN( �i bIV Id° Prapo.al r E`°s.o a Pwla In staked t rblelly barrlva !o ba metaled • ^- IIIII II'I I I in vertical position unless otherwise drecled by the Engines amw ra nod enasre Asa ou.,nsnxvm.�. se.snmaucs mrca �rtm srrm mcsnres z . 3 . PLAN ,-5 FbN pe iupN.mn Tamp. `r PPOF.rev wSrNJID SraAn eF1£ mass samw or A Sea swna u�'N STAKED SYNTHETIC HAY BALE 11A w rr._NA,sim.c croca erv,�a.mam.�.=n 'SEO 1D rv. rem i wAD-91D BARRIERS FOR FILL SLOPES - r PLAN PLAN SYNTHETIC HAY BALE PLACEMENT 6- - - - - _ _ z�,armmu..artr. v_nerEsxn,. rrw Faaac svqu� N.T.S. MI N. I I I 1 I /via wwmwde lYm, nmeA.a °AeaT.SCAP - - rs P<.�crrgFOtocr..grriva<- m,u rrPr�Fc.vr o=rresa¢.ew. - -- - A+Aw rm earu 5raev Per mN. row o.AVNDrt ELEVATION me ELEVATION T)'PEit TYPE STABILIZED CONSTRUCTION ENTRANCE ra,�rs_r rvmrrrveeue n,c� a�rwa�crr .a�wvAaaFs Oa %l��`iwoo#'sv.a Ms^d ea. Pwuo^ `mt�r sv ie. an=.) N.T.S. BARRIER FOR UNPAVED DITCHES rpm sw�) rm srgcxunaysamcrerreca rw P'armruu..-u+rusrP.n SYNTHETIC HAY BALE BARRIERS TYPE I & II �r it b or ElEVATON SECTION N.T.S. TYPE III SILT FENCE sw-1 PLAN cmrsm -na+ n,wnw S�oe-rqa sw.�rroa rrncu rmesr .. ���—` _ r nn°x swore rruxsa� rvr,. x.�me • ' EWATION BARRIER FOR PAVED DITCH— I 4'/ro• .wJ --_ ❑❑ Jrt l 1 IIIIIIIII IIIIIPII I wn rme.,.'mn�Sa gu;P�io-tiv"• m ❑ ❑❑o❑ 'r— Nill AT�SI�'Z nUI UIUI It _ a �w�--e � a�+�,z<anrcra .mm-S"FvEra��.xaro.,_,w.rrr.�sra,-ra,,+,,anosaarcFaLL PrarD,rrn.vaaS:rD,rpSm,aT An ga.r,a.sa�saran s,� raa, Srsrvcrra.,aaraa.maar.,�rA w.Pa a P-me.lseT...�. .at.. b , ae°eO�a°"J,�s'��i."w — P�wTrxp�lm m) sra,ESPa,aaE sNirrEnaFlaauESm,,.s.rra.YDJ �� -asp n�a;�NFi=°rs:'L'°ecs mErnJc ml,xAn°x "'P ,nnx;n��• •�- o- waved Pwl Pw. • li"sm"t.e'3"o`"ra'.d;°.) — +s ar 4 , s•e Sssre sTomt sia�'ts aaxnrnu carrrreas nTsar.nruvr�v r°I, �.rau _ cases z sFP qer � w�nP a b b wD'4❑s.M ELEVATION SECTION iota st F.,w ro In P:ua rw w� Sn. meats Ia+m wn rr-n a-T.eam ma s.xm.rt emw- TYPE IV SILT FENCE 6 p 1 mlNfmn n Sot FAS[c smrlFl,TG¶r� • • •T v rwrvn / amtl° W r •a�aEt f A ry art ,•r 'IT 11 lrw�3apJ.siUOI FtlwDNa•102�°A 4. W=tan. DC rear rvlm, NDTE• nHpaFD,D.T SPEcrFrcanor;saND INDEaES ARE PEFER o �® TA,SAI�M �"� rSRP AnYp � -s uAirs xxC NiSM� Rrm vim•s su A ,ED, PLEA SEREPER TOTNELATEST.D DO' ROADWAYAND ITAFRC DESIGN STANDARDS AND FD.O.T.aPEClFlGnONSFOA—AND SILT FENCE M Sty H ran A aF 5 r iwwA rs BFID�E c❑NSJAucnoN SILT FENCE TYPE III & IV DROP INLET SEDIMENT TRAP DIVERSION DIKE N.T.S. DAVE SCHMITT ENGINEERING, INC. REVISIONS DAVE M. SCHMITT FLORIDA NUMBER EROSION CONTROL DETAILS DATE: JULY 2021 DATE BY DESCRIPTION DATE BY DESCRIPTION PROJECT NO,: TSG-2 ® 12301 LAKESUITE 241 UNDEELL ROAD 4RE2G7. 409 OCOEE APOPKA ROAD DPAVVN BY: MGM CHECKED BY: DIMS ® ORLANDO, FL 32828 SCALE: NONE 407-207-9088 FAX 407-207-9089 CITY OF OCOEE, FLORIDA Certification of Authorization #27471 SHEET: 04 OF 13 I OWNER'S REQUIREMENTS I I CONTRACTOR'S REQUIREMENTS I SITE DESCRIPTION Al p'l CONTROLS All I TIMING OF CONTROLS/MEASURES I FEDERAL, STATE AND LOCAL REGULATIONS POLLUTION PREVENTION PLAN CERTIFICATION DAVE SCHMITT ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD SUITE 241 ORLANDO, FL 32828 407-207-9 088 FAX 407-207-9089 Certification of Authorization ft27471 GENERAL I SEQUENCE OF MAJOR ACTIVITIES: I I TIMING OF CONTROLS/MEASURES I CONTROLS CONTROLS CONT-D. OTHER CONTROLS INVENTORY FOR POLLUTION PREVENTION PLAN 0— El — I SPILL PREVENTION I SPILL PREVENTION CONTD. MAINTANSP. PROCEDURES CONTD. I CONTRACTOR'S CERTIFICATION I I MAINTENANCEANSPECTION PROCEDURES I DAVE M. SCHMITT FLORIDA REG. NUMBER swppp 48274 409 OCOEE APOPKA ROAD CITY OF OCOEE, FLORIDA I PROJECT NO.: TSG-2 I I CHECKED BY: DIVIS I SHEET: 05 OF 13 NOTES GENERAL: PROJECT SHALL COMPLY WITH THE DESIGN STANDARDS SET FORTH BY CITY OF OCOEE, FLORIDA LANDSCAPING: ALL LANDSCAPING SHALL COMPLY WITH CITY OF OCOEE LAND DEVELOPMENT CODE. LIGHTING; ALL LIGHTING SHALL COMPLY WITH CITY OF OCOEE LAND DEVELOPMENT CODE. SIGNAGE: ALL SIGNAGE SHALL COMPLY WITH CITY OF OCOEE LAND DEVELOPMENT CODE. EASEMENTS: ANY EASEMENT SHOWN AS PROPOSED MUST BE RECORDED PRIOR TO ISSUING THE CERTIFICATE OF OCCUPANCY RAMPS: ALL PROPOSED CURB RAMPS WITHIN THE RIGHT OF WAY SHALL HAVE CAST -IN -PLACE DETECTABLE WARNING MATS, SOILS SOIL SYMBOL SOIL DESCRIPTION 54 ZOLFO FINE SAND, 0 TO 2 PERCENT SLOPES I STOP SIGN (RI-1), 24" STOP BAR, - STOP SIGN (R1-1), 24" STOP BAR, & & 6' WIDE CROSS WALK WITH DOUBLE DUAIPSTER CORRAL 6' WIDE SPECIAL EMPHASIS CROSS DETECTABLE WARNING (SEE DETAIL - SHEET 12) 6' CHAIN LINK FENCE Q WALK WITH DETECTABLE WARNING PER FDOT INDEX 711-001 PER FDOT INDEX 711001 + BIKE RACK/ TRASH RECEPTACLE LOCATION Q PRIVATE GRINDER STATION . .' - - - - (SEE DETAIL - SHEET 10) - - - - 10'LANDSCAPE BUFFER -- - - i o 10, ��� 10 x10'UTILITY EASEMENT 6'MASONRYWALL 5' SIDEWALX `5 o . E.i I . f , JI Q 51SIDEWALK Q CHAIN LINK FENCES Q 10'LANDSCAPE BUFFER I T V`• 5-SIDEWALK ELECTRICAL iRAf Q,. 30'ROWDEDICATION TSIDEWALK Q R BIKE RACK/ TRASH RECEPTACLE LOCATION Q p zo' 40' (o' 1 U TSIDEWALK Q (CALF: 1' = 40' STORMWATER MANAGEMENT OWNERSHIP AND MAINTENANCE OF STORM WATER PONDS SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER'S a .� Y4I POND ASSOCIATION. THE STORMWATER MANAGEMENT SYSTEM SHALL BE DESIGNED TO MEET CITY OF OCOEE CODE AND ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT REQUIREMENTS, BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM FIRM j Q MAP NO, 12105CO21OF EFFECTIVE SEPTEMBER 25, 2009 THE DESCRIBED PROPERTY IS WITHIN ZONE "X" AREA W/ MINIMAL o BUILDING 1 FLOOD HAZARD. b F j 20' 29,144 54 FT BUILDING 2 90' S0 FIRE FIRE DEPARTMENT ACCESS AND WATER SUPPLY SHALL COMPLY WITH NFPA 1 (2020 EDITION), FFPC (7TH EDITION), AND THE CITY OF OCOEE LAND DEVELOPMENT CODE. UTILITIES 1. THE SIZE, LOCATION AND POINTS OF CONNECTION FOR PROPOSED UTILITIES ARE SHOWN ON THESE PLANS, 2. FIRE HYDRANTS TO BE INSTALLED AS SHOWN, CALCULATIONS SHALL MEET THE REQUIREMENTS OF NFPA 1 (2020 EDITION) AND COORDINATED WITH CITY OF OCOEE FIRE AND RESCUE. 3, 4. FIRE HYDRANTS SHALL HAVE A CLEARANCE OF 7'6" IN FRONT AND TO THE SIDES WITH A 4' CLEARANCE TO THE REAR. 5. THE DEVELOPER SHALL OBTAIN WATER, REUSE WATER, AND WASTEWATER SERVICE FROM CITY OF OCOEE. 6. DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT ONTO THE SITE, ACCESS ROADS AND A SUITABLE TEMPORARY OR PERMANENT SUPPLY OF WATER ACCEPTABLE TO THE CITY OF OCOEE FIRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED. 7. PRIOR TO CONSTRUCTION PLAN APPROVAL, HYDRAULIC CALCULATIONS SHALL BE SUBMITTED SHOWING THAT THE PROPOSED WATER, WASTEWATER, AND /OR RECLAIMED WATER SYSTEMS HAVE BEEN SIZED TO SUPPORT THIS PROJECT. O ('WIDE CROSS WALK WITH 32,418 SO FT Q FREE STANDING GROUND SIGN I DETECTABLE WARNING I I I PER FOOT INDEX 711-001 `-1 30'ROW DEDICATION II I �I y i 10 LANDSCAPE BUFFER I O Q 5' SIDEWALK I 6'WIDE CROSS WALK WITH 7'SIDEWALK Q DETECTABLE WARNING PER FDOT INDEX 711-001 rJ" —j10 f` Q ELECTRICAL TRANSFORMER T 5'SIDEWALK I c - BIKE RACK/ TRASH RECEPTACLE LOCATION Q BIKE RACK/TRASH RECEPTACLE LOCATIONQ - 6' MASONRY WAALL 10'IANDSCAPE BUFFER Q ! { i T SIDEWALK _. -- - (VCHAIN LINK FENCE Q i Ii STOP SIGN (Rl-1), RIGHTTURN { Lll IV(JI tS — _.. .,... _. ONLY STRIPING ANO ARROW, _ 1. SITE PERMITTED USES: ALL USES IN THE I.1 ZONING DISTRICT EXCEPT THE FOLLOWING PROHIBITED USES: AUTOMOBILE 24" STOP BAR, & 6 WIDE SPECIAL 24' PER F OT N EX RNINO SALES, DETECTABLE WITHG ~ T corvc. sloEwALn PAWN SHOPS, AND TATTOO OR MASSAGE PARRS. SPECIALMOBILE EXCEPTION USES ARE REQUIRED , BOAT SALES, OR MONUMENT GO THROUGH UGH THE EMPHASIS CROSS WALK {� m HAr,cmgP SlcNlw^rROM caACE ro eorrorn SPECIAL EXCEPTION PROCESS. -a0•. Y I oFscN SET 24a DF-Ev+AU) I'�— •-{ 6 -� O a' 6 a OETEC, TE WAFN,NGS O O w 2. ALL ELECTRIC, CABLE, AND TELEPH NE LINES, IF PR VIDEO, MUST BE BURIED UNDERGROUND. 3. ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE, AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO THE BUILDING AS � - --- 2" POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING, O n --- --0 O O O _ _ _ _ 1 a^ w 'TE m" U' O O O O 6•VYNIrE 4. IN PARKING LOTS, POLES AND FIXTURES MUST BE DECORATIVE, BLACK, METAL, NOT EXCEEDING 30-FEET IN HEIGHT. ONLY _ @ 4'a.c. 12' S' 1a' S. THE ONL Y SOIL ON SITE IS(54)ZOLFO FINE SAND, O TO 2 PERCENT SLOPES. R3-5R R1-1 TYPICAL RIGHT 24"STOP BAR, TYPICAL STOP SIGN CURB RAMP DETECTABLE WARNING TYPICAL PARKING STRIPING PLAN 1l/f C/V V/tlL T JIhIV PARKING SITE DATA PARKING REQUIREMENT. TOTAL SITEAREA: 4.78 AC INDUSTRIAL = 1 SPACE PER 1000 SQ FT GROSS FLOOR AREA BUILDING 1 SQ FT., 29,144 SQ FT BUILDING 2 SQ FT: 32,418 SQ FT PARKING REQUIRED: GROSS BUILDING SQ FT: 61,562 SQ FT 25'R. REGULAR SPACES = 59 SPACES HANDICAP SPACES = 3 SPACES BUILDING 1 HEIGHT: Q 29.5' TOTAL PARKING REQUIRED = 62 SPACES BUILDING 2 HEIGHT: 350 PARKING PROVIDED: BUILDING SETBACKS: 10.0' REGULAR SPACES = 65 SPACES HANDICAPSPACES = 4SPACES IMPERVIOUSAREA: 3.46 AC 7Z38% TOTAL PARKING PROVIDED = 69 SPACES PERVIOUS AREA: 1.32 AC 27.62% DAVE SCHMITT ® ENGINEERING, INC. ® 12301 LAKE UNDERHILL ROAD ® SUITE 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 TYP. (WHITE) - 24' TYP R.O.W. LINE, TYP. SIDEWALK RAMP/W '(I�-35'R.TYP. DETECTABLE WARNING, TYP. VALK " SIDEWAL CROSSWALK (WHITE) -TYPE "D" CURB, TYP. TYPICAL INTERSECTION SIGNING & STRIPING DETAIL REV PER COUNTY DETECTAELE e o• PAINisc A-F S PLAN AISLE H.C. RaMp //"H C. RAIAP 121 (MAXI / 1211AfAX1 SECTION HANDICAP RAMP DETAIL INTERNATIONAL HANDICAP SYMBOL DAVEMOVERALL SITE PLAN FLORIDA REG.EG. NUMBER ER 48274 409 OCOEE APOPKA ROAD CITY OF OCOEE, FLORIDA L° PA4ziur. oisr aL6o HANDICAP SIGN Q PROJECT NO.: TSG-2 CHECKED BY: DIMS SCALE: 1" = 40' SHEET: 06 OF 13 LEGEND DESCRIPTION PROPOSED CONCRETE HEAVY DUTY PAVEMENT ASPHALT HEAVY DUTY PAVEMENT U ASPHALT LIGHT DUTY PAVEMENT B' CONCRETEPAVEMENT4,000P51 WITH 111IY 1.4 P W 1.4 WWF OR EPDXY MESH EXPAnsIDn Janr� 6-STABILREOSHBCRADELBR46 COMPACTED TO 989G MA.0 DENSITY MSNlO T-I60 EXPANSIONJOINT BETWEEN c L G d GONMOME W-114': WGVTTERArl POR CUR& ACJlNAND CURB d GUTTEER PROVIDE 1 ACTI4' JOINTSADIACENT TTO TMRCONTRElRESPAVEMEHTO TANGENTS ANO PLAT cORVES ARE TO MATCH ME PAVEMENT JOINTS, WITH INTERMEDIATE J—TS NOT TO EXCEED 13•CENTERS TYPICAL CONCRETE PAVEMENT SECTION p z0' ap' 60, SCALE: 1" = 40' PARKING PARKING 20' 24' 20' 7 SIDEWALK DRIVE LANES ABUTTING TYPE D CURB PAVEMENT 12' 12' (4"CONCRETE) FVARIES VARIES 27; 29 17.. (MAX 3:1) 1}" SP 9.5 ASPHALTLIGHT DUTY PAVEMENT i#" SP 9.5 ASPHALTLIGHT DUTY PAVEMENT 21"SP 12.6 ASPHALT HEAVY DUTY PAVEMENT 2j"SP 12,6 ASPHALT HEAVY DUTY PAVEMENT 12" TYPE B STABILIZED SUB -BASE 8" LIMEROCK OR CRUSHED CONCRETE BASE (COMPACTED TO 96%, PER AASHTO T-180, LBR 40) (COMPACTED TO 98%, PER AASHTO T-180, LBR 100) ROADWAY SECTION A -A 50' 70' 20' LOADING DOCK TRUCK DOCKING DRIVE LANES 35' 35' r BUILDING PAD VARIES VARIES VARIES B"CONCRETE (4000 PSI) HEAVY DUTY PAVEMENT -1 2}"SP12.5ASPHALTHEAVYDUTYPAVEMENT B" LIMEROCK OR CRUSHED CONCRETE BASE (COMPACTED TO 98%, PER AASHTO T-160, LBR 100) 12" TYPE B STABILIZED SUB -BASE (COMPACTED TO 98%, PER AASHTO T-180, LBR 40) ROADWAY SECTION B-B a I POND p A A BUILDING 1 B I { 29.144 SO FT 1 : I BUILDING 2 III 3Z418 SO FT I U I kO ' I � I i i I I i i I ® DAVE SCHMITT ENGINEERING, INC. ILL ROAD 12301 LAKESUITE 241 SUITE ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 REVISIONS DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 /� PAVING PLAN 409 OCOEE APOPM ROAD CITY OF OCOEE, FLORIDA DATE: JULY 2021 DATE BY DESCRIPTION DATE BY DESCRIPTION PROJECT NO.: TSG-2 DRAWN MGM CHE SCALE: 1"=100' 09-23-21 MGM1 REV PER COUNTY COMMENTS SHEET: 07 OF 13 LEGEND DESCRIPTION PROPOSED SANITARY SEWER SYSTEM STORM SEWER SYSTEM WATER SYSTEM -- FIREHYDRANT - CONTOUR - DIRECTION OF SURFACE FLOW -+-> NOTE: ALL STORM WATER PIPE JOINTS AND BOX INLETS SHALL BE WRAPPED WITH FDOTAPPROVED FILTER FABRIC PER FDOT INDEX 430-001. DRAINAGE STRUCTUR QL PZ TYPE "E" INLET TYPE "E" INLET N: 1542235.50 N: 1542330.24 E. 479501.30 E 479499,97 TOP EL. = 121. 75 TOP EL. = 122.25 INV EL. = 117.50 INV EL. = 117.30 04 05 TYPE "E" INLET TYPE "E" INLET N: 1542536.82 N: 1542538,96 E 479497.09 E. 479652.10 TOP EL. - 122.25 TOP EL. = 122.25 INV EL. = 116.90 INV EL. = 116,66 QZ 0 TYPE "E" INLET TYPE "E" INLET N: 1542370.54 N: 1542460.79 E. 479696, 43 E. 479695.17 TOP EL = 122.25 TOP EL. = 122.25 INV EL. = IIZB1 INV EL. = 117.50 BIG ¢1L a TYPE "G" INLET TYPE "P7T" MANHOLE N., 1542522.41 N: 1542222.40 E 479597.56 E 479941.12 TOP EL. = 124.00 TOP EL. = 123.50 m INV EL. = 116.34 INV EL. = 115.35 6 ME2L 36" MITERED END SECTIO N: 1542523.02 E 479941.32 INV EL = 114.00 EXD1 EXISTING CURB INLET REPLACE TOP W/ "V" GRATE INLET N: 1542220.63 E 479426.54 EXISTING TOP EL. = 119,76 PROPOSED TOP EL. = 120,55 EXISTING INV EL. = 117.47 (N) EXISTING INV EL. = 117.38 (S) PROPOSED INV EL = 117.40 (E) E i ,i I i I I � I I I I L I I I SCALE 1" = 30' DATA �, II TYPE "E" INLET N: 1542440,23 E. 479498.44 TOP EL. = 122.25 I a INV EL, = If 7.06 o US � w �! o TYPE 'E" INLET N.' 1542280.28 E 479697.70 TOP EL = 122.25 INV EL. = 118.00 EXISTING SWALE TO REMAIN IN PLACE Q� I TYPE "J7T" MANHOLE N: 1542519.77 !I E. 479708.73 TOP EL = 123.25! €riu�aP/ INV EL. = 116.57 lip Qi2 TYPE 'P7T" MANHOLE N: 1542214.65 E. 479546.19 TOP EL. - 123.00 INV EL. = 117.55 - ss N it EXD2 EXISTING CURB INLET REPLACE TOP W/ "V" GRATE INLET N: 1542519.50 E 479421.56 EXISTING TOP EL. - 122.22 PROPOSED TOP EL. - 122.35 EXISTING INV EL. = 118.46 (N) EXISTING INV EL = 118.44 (S) 04 05 TYPE "E" INLET TYPE "E" INLET N: 1542536.82 N: 1542538,96 E 479497.09 E. 479652.10 TOP EL. - 122.25 TOP EL. = 122.25 INV EL. = 116.90 INV EL. = 116,66 QZ 0 TYPE "E" INLET TYPE "E" INLET N: 1542370.54 N: 1542460.79 E. 479696, 43 E. 479695.17 TOP EL = 122.25 TOP EL. = 122.25 INV EL. = IIZB1 INV EL. = 117.50 BIG ¢1L a TYPE "G" INLET TYPE "P7T" MANHOLE N., 1542522.41 N: 1542222.40 E 479597.56 E 479941.12 TOP EL. = 124.00 TOP EL. = 123.50 m INV EL. = 116.34 INV EL. = 115.35 6 ME2L 36" MITERED END SECTIO N: 1542523.02 E 479941.32 INV EL = 114.00 EXD1 EXISTING CURB INLET REPLACE TOP W/ "V" GRATE INLET N: 1542220.63 E 479426.54 EXISTING TOP EL. = 119,76 PROPOSED TOP EL. = 120,55 EXISTING INV EL. = 117.47 (N) EXISTING INV EL. = 117.38 (S) PROPOSED INV EL = 117.40 (E) E i ,i I i I I � I I I I L I I I SCALE 1" = 30' DATA �, II TYPE "E" INLET N: 1542440,23 E. 479498.44 TOP EL. = 122.25 I a INV EL, = If 7.06 o US � w �! o TYPE 'E" INLET N.' 1542280.28 E 479697.70 TOP EL = 122.25 INV EL. = 118.00 EXISTING SWALE TO REMAIN IN PLACE Q� I TYPE "J7T" MANHOLE N: 1542519.77 !I E. 479708.73 TOP EL = 123.25! €riu�aP/ INV EL. = 116.57 lip Qi2 TYPE 'P7T" MANHOLE N: 1542214.65 E. 479546.19 TOP EL. - 123.00 INV EL. = 117.55 - ss N it EXD2 EXISTING CURB INLET REPLACE TOP W/ "V" GRATE INLET N: 1542519.50 E 479421.56 EXISTING TOP EL. - 122.22 PROPOSED TOP EL. - 122.35 EXISTING INV EL. = 118.46 (N) EXISTING INV EL = 118.44 (S) ENGINEERING, INC. ® 12301 LAKE UNDERHILL ROAD ® SUITE 241 ORLANDO, FL 32828 407-207-90BB FAX 407-207-9089 Certification of Authorization #27471 DESCRIPTION DAVE M. SCHMITT FLORIDA RREG. NUMBEG. NUMBER GRADING & DRAINAGE PLAN 48274 409 OCOEE APOPKA ROAD CITY OF OCOEE, FLORIDA DATE: JULY 2021 PROJECT NO.: TS DRAWN BY: MGM CHECKED BY: DM SCALE: 1" = 30' SHEET: 08 OF 13 5 TOB = 123 NWL=i1B•--------- .. .. .. .. — .. .. BREAK=116 .. .. .. .. .. .. .. _ .. .. — . I BOTTOM = 110 MESI / I 1 BOTTOM=110 f i •—__—__—_--__----__—__—_ �_—_- \ — TUB = 123 POND DATA TOP OF BANK EL. 123.4 NORMAL WATER LEVEL EL. 118.4 GRADE BREAK EL. 116.4 POND BOTTOM EL. 110.4 2.33YR.124HR, D.H.W. EL, 120.3 10YR./24HR. D.H.W. EL. 121.2 25YR./24HR. D.H.W. EL. 121.5 100YR./24HR. D.H.W. EL. 122.2 TYPE "D" DISAPPEAF FIBERGLAS Q 2.7B" W/TUF DOWN 10' 28' 12' ±22' 1 12' 1 28' 10' TOP EL. 123.4 NWL EL.118.4 BRK EL. 116.4 BOT EL. 110.4 Q NOTE: POND BANK WILL BE SODDED FROM THE GRADE © POND TYPICAL SECTION BREAK TO AT MINIMUM THE OUTSIDE OF THE 10' BERM. TOP OF SKIMMER EL. 122.50 TOP OF STRUCTURE EL. 122.00 TOP 20.0" H 36.6" WEIR Q Q DISAPPEARING GREEN FlBERGLASS SKIMMER TYPE "D" INLET 1s" ZIS" PVC PIPE Q W/TURNED DOWN ELBOW ELEVATION CS-1 - POND CONTROL STRUCTURE DAVE SCHMITT KEV16IONS DAVE M. SCHMITT DATE: JULY 2021 DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER POND PLAN PROJECT NO.: TSG-2 ® ENGINEERING, INC. 48274 12301 LAKE UNDERHILL ROAD SUITE 241 409 OCOEE APOPKA ROAD DRAWN BY: MGM ® ORLANDO, FL 32828 CHECKED BY: DIMS 407-207-9088 FAX 4 anon #2747 Certification of Authorization #27471 09-23-21 MG REV PER COUNTY COMMENTS ® CITY OF OCOEE, FLORIDA SCALE: 1" = 20' 09-07-21 MG REV PER CITY/ SJRWMD COMMENTS 7 SHEET: 09 OF 13 -------------- EX 12"PVC WM LEGEND EX 6'PVC FM 55 LF 4"DIRECTIONAL BORE 2-4"FM45°BEND DESCRIPTION PROPOSED ' 1 -4"FM CHECK VALVE �- F4"PVC I'M 4"PVCFM - - -- 4"PVC FAI CONNECT 70EXISTING M PLUG VALVE 6 Fh1 SANITARY SEWER SYSTEM STORM SEWER SYSTEM E BYWET TAP w/TAPPING SLEEVE 8 VALV WATER SYSTEM i ; 2-12 FIRE 46°BEND XI FIRE HYDRANT CONNECT - 1 --� TO EXISTING 12" WM - �. 12"PVC FIRE BY WET TAPW TAPPING SLEEVE 8 VALVE 1- 12"FIRE GATE VALVE 1- 6" WM GATE VALVE EX 6" PVC FM CONNECT TO EXISTING 12" WM ". BY WET TAP w/TAPPING SLEEVE & VALVE I EX 12"PVC WM -� 0 60, SCALE: 1" = 30' SANITARY STRUCTURE DATA STANDARD SANITARY MANHOLE o P. N; 154252B,70 E. 479591.73 - ¢ TOP EL:' 122.85 E INV EL: 114.87 I S INV EL: 114.97 o a I I � o o STANDARD SANITARY MANHOLE II IN: 1542529.55 ' 1 Et 4 79 706.56 TOP EL: 123.45 i.. N INV EL: 114.30 E INV EL'114.40 W INV EL: 114.40 1-4"W11WBr END- 4"PVC WM 1-4"WM45°BAD l i 4'x 2"WM TEE J 1 - 4"x 2" WM REDUCER n FIRE HYDRANT ASSEMBLY 1 - 12"DDCVA 1: 12"x 6" WM TEE 1-6, - 6" WM GATE VALVE 10'x 10'U7ILITY EASEMENT 1 - 4"x 25" IRR TEE 1-2.5"/RRRPZ 1 - 2.5" IRR METER i - 4" WATER METER 1 - 4" WM BEE I STANDARD SANITARY MANHOLE N: 1542531.76 E. 479831.52 TOP EL 124,60 j W INV EL: 114.89 - S INV EL: 114.99 j I EXISTING GRADE 725 124 123 122 - - 121 , EXISTING 5"FM 120 719 lis 117 116 115 55 LF 4"1I1ECTIONAL BORE 114 113 -20' CIL -20' a40' FORCEMAIN DIRECTION DRILL DETAIL HORIZONTAL SCALE: 1" = 30' V UCAL SCALE: 1" 3' 2" PE WM J / I- 12"x 5"FIRE TEE J 12" PVC FIRE 1- 12"x 8" FIRE TEE i - 12"x 6" FIRE REDUCER 2"PE WM - 1 - 6" FIRE 22.5' BEND 5"PVC FIRE 6" PVC FIRE BUILDING 1 29,14 .SO FT 8"PVC FIRE 1 - 6" FIRE 45' BEND 2 - 4"FM 45"BEND ` EXISTING FIRE HYDRANT PRIVATE GRINDER STATION r(SEE DETAILS BELOW) NG1 T H I S2 In v�-ate sw ' I I FOC-2 2"PE WM FIRE HYDRANT ASSEMBLY 1 -12"x 6" WM TEE 1 - 6" WM GATE VALVE FDC-1 2 - 6" FIRE 22.5° BEND I 1 - 8" FIRE GATE VALVE I ,r DOUBLE DUMPSTER CORRAL SJ I I (SEE DETAIL=SHEET 13) XING 2 F )/ -0-6"FIRE 45°BEND 1 I FI 6 PVCFIRE POND BUILDING 2 32416 SO FT _J❑I EXISTING FIRE HYDRANT FIRE HYDRANTASSEMBLY I I 0 24" RCP STORM ONV, 01 116,6Z O 30" RCP STORM INV, FL: 116.42 2.11' SSyU�PARRqAANnoN i 1.31' SFPARRqATDN t ONVPEL:S114.61 06W EL 5116.11 UTILITY CROSSING AI UTILITY CRO59NG /2 PUMP DATA EIFVATION DATA MFG.: GRUNDFOS TOP SLPB: 124.50 IMPELLER SUPER VORTEX INFLUENT: 114.20 PUI.1P DISCHARGE 41N. ALARl.1: 113,70 STATIC HEAD: 12.34 FT LAG PUMP ON: 113.20 GPM'. 110 TON: 90.46FT LPADPUMPON. 112.TO HP: I26 RPM: 3550 PUMPS OFF: 11216 PH-3 VOLTS. 230/460 FLOOR 110. 16 NOTES 1. ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS MANUAL MATERIALS LIST, AND DETAILS. THE MOST STRINGENT STANDARDS BETWEEN FDEP AND THE CITY OF OCOEE SHALL BE FOLLOWED, FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS. 2. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO CONSTRUCTION. DAVE SCHMITT REVISIONS DAVE M. SCHMITT DATE: JULY 2021 ENGINEERING, INC. DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER UTId.ITY PLAN PROJECT NO.: TSG-2 ® 12301 LAKHILL ROAD SUITE 474 409 OCOEE APOPKA ROAD WNBY: MGM ® 24 ORLANDO, FL 32828 CHE CKED BY: DMS 407-207.9088 FAX 407-207.9G89 09-23-21 MG REV PER COUNTY COMMENTS p CITY OF OCOEE, FLORIDA SCALE: 1" = 30' Certification of Authorization #27471 09-07-21 MG REV PER CITY / SJRWMD COMMENTS 7 SHEET: 10 OF 13 EXISTING FH ' Q 1530' 60' '. III II SCALE 1" = 30' I i I U O D: I O Flo 0.n—[dpa Flow Type: O Ao per WPA 1, Chaplet 10, TeUo 10/.513, w h ow cartslru , Type WPA V (111) Pp —led C-b-N, I p No r Ild fire Im br Iha purposed b-91 era the blloxhg j Areas .It mom "W,*W DEMAND IGPM) 8pr'M"Retlualton DURATION IHR9) 3 90D 0250 2000 2 r, NOTE: FIRE DEPARTMENT ACCESS AND WATER SUPPLY SHALL COMPLY WITH ( NFPA 1 (2020 EDITION), FFPC (7TH EDITION), CITY OF OCOEE LOG 47.33 I Illi I a o o G 0 O 7.31 21.42 i i PIERCE FIRE TRUCK Width : 8.00 Track 8.00 Lock to Lock Time 6.00 Steering Angle 45.0 DAVE SCHG, DAVE M. SCHMITTREG. DATE: JULY INC.REVISIONS ENGINEERING, IN DATE BY DESCRIPTION DATE BY DESCRIPTION NUMB FLORIDA REG. NUMBER FIRE TRUCK ROUTING PLAN CTNO.:21 PROJECT NO.: TSG72 ® 12301 LAKE UNDERHILL ROAD SUITE 241 413274 409 OCOEE APOPKA ROAD DRAWN BY: MGM ORLANDO, FL 32828 CHECKED BY: DMS 407-207-90B8 FAX407-207-9089 CITY OF OCOEE, FLORIDA SCALE: 1"=30' Certiflealion of Authorization #27471 09-23-21 MG REV PER COUNTY COMMENTS SHEET: 11 OF 13 Is IN 1% II- E DIMENSIONS ANO OUAHTITIFS GATE: DECORATIVE METAL DOUBLE GATE (6'Hx10'W), WITH 180' SWING HINGE. 3' 1D' WALLS: 6' HIGH, DUMPSTER SCREENING ENCLOSURES TO Em BE CONSTRUCTED OF CONCRETE BLOCK WITH 1@4 W/ FILLI EXTERIOR FINISH BEING CELL (7 LO( BRICK OR STONE CAP BLOCK ON WALL. ANY VARIATION OF - DRILL H BOLLARDS: TO BE PLACED 10" FROM FOR GA' WALL AND TO BE YELLOW PAINTED. EXTERIOR FINISH TO BE BRICK OR STONE 6" STEEL BOLLARDS FILLED WITH CONCRETE lk4 W FILLED CELL LOCATIONS) SPLIT FACE BLOCK FINISH GRADE - 18" L 6" CONCRETE SLAB REINFORCED W/6"x6" #6 WWF OR FIBER MESH 12" BOLLARD DETAIL DUMPSTER ENCLOSURE DETAIL NTS 'CAS i-IN-PLACE'pEIECT— IYARNING SURFACE GLAD 6-0I PAN FD ACCESS AISLE ASi-IN CETECTAELE WARNING SURFACE 6'-0' 6-O'fANl. ROMP HC RAMP ///"""N.C. 3' SEC DON HANDICAP RAMP DETAIL 2) STEEL BOLLARDS WIDTH VARIES -SEE PLAN flN. cRAOE 114.1, PA-r -ES IN CONCRETE STOP HOLDERS SIDEWALK ABUTTING PAVEMENT DOUBLE GATE (BLACK) WIDTH VARIES -SEE PLAN �� cATE114"1' E ITN A ,In • : `�. .J; t :: • .• • '•. °': ,Ee, /u U9,fo I,. �h,tl nrlGu CAP STANDARD CONCRETE SIDEWALK (2) #4 HORIZ. NOTE: MINIMUM CLASS A (3000 PSI) CONCRETE TO BE USED. #4 ® IB"O.C. VERICAL (2) #4 HORIZ. MIDWAY UP WALL) g4 UP 2'-0" BENT ALT.WAYS 2) #4 CONTI E" 6" 112• RADIUS ITrP.) SEE PLAN FOR COMPACTED .n' LOCATION OF CURB STABILIZED r •� SUBBASE 1 TYPE "D" CURB PLAN MEW TmE v aRm A arTn ,� (REYO�E A pFPIA¢ MM W Am 4 NO ¢ [[DD11110 w � � mT y � MTAg. Tug 98£f 1:1R • alit soEsux In• p�..enT • IYP. RNP nnoR SECTION A —A xo F'aicmro vre w>!. � ovaETaY avalm s ranxs 2 t�A'A PIS Ah 1NN91gN WAY X fAMm AT T� TGE allm arcgmurnw�. x misTmlm TAm aA59 A (ww rs) anaaTc A anTMG10R 9u11 anSTWCt �1ECIAeIE •'CAgi M PU¢• n�mn�cs wm�s (ATAAEmCAng�1lAm�rsABWTTs Acr x Axvs suu a.mir rgm rTmMg�rmex �w. HANDICAP RAMP y� 00d, --0 O Oa �I----0000 TRUNGTD OOUE OE- 0 O O 0 ftAN �T• CURB RAMP DETECTABLE WARNING DETAIL 4 Q1T� ® DAVE SCHMITT ENGINEERING, INC. 12301 LAKSUITE 241 ROAD ORLANDO, FL 32828 407-207-8088 FAX407.207-9089 Certification of Authorization #27471 REVISIONS DAVE M. SCHMITT FLORIDA REG. NUMBER 4B274 PAVING & DRAINAGE DETAILS 409 OCOEE APOPM ROAD CITY OF OCOEE, FLORIDA DATE: DULY 2021 DATE BY DESCRIPTION DATE BY DESCRIPTION PROJECT NO.: TSG-2 DRAWN BY: MGM CHECKED BY: DMS SCALE: NONE 09-07-21 MGM REV PER CITY / SJRWMD COMMENTS I SHEET: 12 OF 13 rnnwm � F,Iz:p Y` n 1 NDTE]. I. ion i u Im Im�,n v W �c I Iw my � fDega"nea ' r4� CITY OF OCOEE °No.L cdN.M.TIoNDErmLs IrtW1 eM TreMI OATEfiepmmBu pDIB SCALE' N:A F;pe raunp y 1 wpe _ I � 6ro imb 1 rl� I � I SeeY Ta DrarMp Area JJJ }t DETAIL CITYOFOCOEE �f r n NO CONSTRUCTION DETAILS UIBOi Cmrvam Tnnal BlocA -� ' DATE 1Fn12D19 SCP1E N'A ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD SUITE 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 s,•:wRlm�l T o�IFm:ml� am �. n, paw � a1 �V a I o�lvT M]M eunem kvf man 2,.eM ]!bw'M aunemm Tomx ev¢iM�lryma [ry�"'msrto W aaa.-mml mEe ertwrseem inorrem, ]. wcmwm:ss sna• pmh•�x•a anvaN•Ev. 1 V�elre a�]sa�iJeY W L IMr Ne rn�nbµa� 4fe hvm W C^Y• AtPw•� IHL a. wore vwre nm hman man x•I�paca, rwrenssemEly v,ml rauma ar: slm,wn n wn na c Ne A}pamree ua�ab tBt 6. VWre adbr tlwA Ee 14' • t4' a c' ecuaro pV entl mwvle b capm ]Fall Ee Ic' m ],MO 6. Vmmvm � pP Erys br cmparema+l area alre lA.v]v alai be M1mn Bre W. Appo.reB AlmuAm] VU ani WI 1uda'04Y of �M1i��..makiiel. Ema moTenmtlma W.n.eM 4zcOv, drNa2n. v ca+r•ard ewmP�amrenY wles]kvm•eMme Cary. N �we4 euxrnmrme,wpe+enau rearT wn m nn Vovnn Oq,ammrm nn me mmawlaMaveN•rap] B. Fa VaM &. eVWDve1 M pavemzn4 a dsF ,aM meAn tlwl Rnp M tla mew Oa enmvndbtlak unpa"m , I' I 61—I �t Ipa ' �-saroc,.nwn ___ _ w.i�'m wn•F•w v]e 6enFn "prBB: cnxwroo�3��m ro and ree min b w,�a»ee mN K,mm w DErnIL CITY OF OCOEE No. CONSTRUCTIONDETAILS III, UtODB CpnUvem ��sPW �� r( , m' cement GATE Apnl201P 6CP1E N!A M •rsn � � p6 ee i.vyW rm•Be mm✓,11'T�mn. Tannerw t 'Am�mnu� h o- pwn pFm�a)m ::abg mmeej -aapmae n r e Gn'.Y�m'me wa nm:>e`.aan nm m pma �� e�m� .w,breF�y.,o-. arammm. rvm pew '-emmincpee mbq rsma,, Gryd omw aeaalrtHd Vetty xs�gan,�rcrv:v v'ro as eneeexe In .t9 Wuna ovp b mmrymee.w wmm lype mn m:w a,m pal nmm:u wm l�e�vm�nunble.rm ane ve+abmm:..,mrbn DESCRIPTION SAWMDCOMMENTS Vim®®gym®m �mm000®® �0mmm000 �0m m000 ILA11 .,swbm�sT aaa Im:cm rung pia cdn � nom rm c mp'bo awnnv bZ7. pW n®.anra xm m, �6� �Y6 x6�aIN�I Po m P'e�m+mcba -Z c gm m a a eme+1 nN �pEay bbsoam �¢d c+es�ke'na ��� aeo W men:q omr.. yn bapw w:en me l*po ,. ImnTG mmaew�q to mwy.o-sn �rur: rea Famm,wnaxi'wd Rme llebe+Mo, co, rTeB. Fw m ixa Plc• aM^pkrn �'med l'9lunmp'.Se. —11TT1br mm canna mp raxm,.;e w r.s WAxmNp rAF6 N. .m (umsl n ,ain9ae mb. � xxEr.p CaMle�m k'a�a I' N relp'A x7, w peYsr rtm IS N ] w:no-�pmecw emrotmsi b:pmml#re DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 �j�-cwn�,�Fror I ITF,p•�,n am R �,� ne Rmary. �rengn fxemrcrts abu�b .m,oMem a, eo ponepwmae msameompw uhnamB R+a�Pbnctstl. 4 Cwwvw, Mere eAw-.Ga w EmrM1p rvysty h kae man oma K^�ae CONSTRUCTION DETAILS nVx NOrtp: ` mraMa a e Y edrm me � rnV,mv¢o� T,.-van ✓na m.v ss man, ppa, enman 1'wty ].m nYeaml ] T_ mcn B � cm�rNa�'w ®a:ar h'��rva m, cm cmm UTILITY DETAILS - 1 409 OCOEE APOPKA ROAD CITY OF OCOEE, FLORIDA W DATE: JULY 2021 PROJECT NO.: TSG-2 DRAWN BY: MGM CHECKED BY: DMS SCALE: NONE cM.�iaamwvp sawom ry � y ahn x tl Pmk Eota m� p �. U tl mvaB tl ne sw%tlm!m � eW. mnoNn ruer Nq a axzd raawwwrh. ���vunl�b a�w. wu "�mr,r �„r.�m pbe sump°�aom°�pr�Ek� wa. iPere!MEw cM. EM trgdp�.v. Com aM1mi Eo No PealBe � maY peas N W e em�tvy news abusna Pm�ebrJm �� � �q,al b oaRo'+m tr/ bw Cuy oM h e:mga b apedel CITY OF OCOEE OUoh CONSTRUCTION DUALS UIOIJ PqP Seporel:¢m RryWremeN Tmlle OATS JWy 3O30 {".� J I �4 wMlma IseeNw l) � �wYuJ ISceNx ) � `s-.cr Mnm ioNww R$fdwM io knro aRm 1� imnml u .Wa+ nr me u.7rr m aw R'mcaY¢reawh�w b �depnmmynmmneuwevrce aa6%Ime rwda��Awv��reze�ren®elm�e.dxtliwm M e meramm� d e m mo Fmre � NpiEPFaw M, � also Fnm IsaeNohel Bu _ rmP6 Pmn Istt w�m� .v roNaoFl Se ! Viow NciF1, armq bm2 aq - wry¢ e M d A gevtl s �I Re^W ww e)b Mee ema¢ry mmenbman NaM Ee W req•�memue m nL unn mmeesowry. FwoMw m�nrcamarebrmdnn CeYJmBc�rem Ns+¢dM �Fwp1¢M Flvge� P+B Ja, akmd.w�wE Teasµ, Qawel qG.w aw papa MaJ 11���;� mdw WanJow s>mon I . d ..sa.arBmJe hna. era fOmnq Wwl 3�aila���- F meim oti \ManMne Sernon � m �+ Pv'mel aCry e �vroJe�"mn ur mi. ra ma. 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Imm.j m !wr La le_rod w,A''fMmOsw'lrs).6ewv lw,nerlmJ Flw:n aro 121 rmW �Ea^n Wa wn. oB (mm'm91 h myJmtl, mcoB Jaa" •"" b mq w q we®m,Jmaawn�P'meron..MS CITYOF OCOEE }} r e DETNL NO CONSTRUCTION DUALS VTIW SUndartl Manhob Rme and cover QgiFv Apn13018 WA 1I'a cwo ) e � ITmI ua Para Oreelnwmw ni � !� RP_ E ertµavID4 MtrsmregeM wares melwrrctTmp WW ve ew �anN �Mn GMr cmpa c am mmceimd nbr� a.+m n M•'ara cwrar.a w:pa^a'u'x/ �M p¢n am^�� o' aey m P,vx uen mxwal w nac.¢mt plan pa haaaw r3eJ,V sd R'c. � 1� Q NTOAIL CITY OF OCOEE CONSTRUCTON DETAILS VR04b tlr3'ontl la9b Cwmmema4NWaFamy ` � efer Cw�figwmval OATS Jwe3021 6CALE Nq DAVE SCHMITT ENGINEERING( INC, LAKE UNDERHILL ROAD409 SUITE 241ORLANDO, FL 32828407-2D7-9D88 FAX407-207-9089CITY Ceftificatlon of Aulhodzation #27471 REVISIONS DAVE M. SCHMITT FLORIDA REG. NUMBER 4627412301 UTILITY DETAILS -2PROJECT OCOEE APOPKA ROADCHECKED OF OCOEE, FLORIDA DATE: JULY 2021 DATE DESCRIPTION NO.:TSG-2 DRAWN BY: MGM hBYgDE:SCRl!PTlj0Ng ADATEBY BY: DMS SCALE: NONE REV PER CITY I SJRWMD COMMENTS y SHEET: 13A OF 13 FRONT ELEVATION Q Q Q Q SIDE ELEVATION (SOUTH) QY Y -- ------------ I ----------------------------------- I ------------- ----------------------------- ------- BACK ELEVATION n --- ---------------- a SIDE ELEVATION (NORTH) n XP1 - FP0019 "MYSTIC FOG' XP2 - FP0440 'PALE LODEN" XP3 - FP0582 "PAVED PATH" INXP4 - FP0458 "MALARCA" COPY OF ADVERTISEMENT Date Published and Media Name 20 The West Orange Times TbursdMovember 4. 2021 , Advertisement or Article FIRST INSERTION CITY OF OCOEE NoncE OF PUBLIC HEARING TO CONSIDER THE 409 000EE APOPKAROAD PRELIMINARY/FINALLARGESCALESITEPLAN CASE NUMBER: 19-2021-005 NOTICE IS HEREBY GIVEN, pursuant to Article IV, Section 4-3A.(3)(b), of the City of Ocoee Land Development Code that on TUESDAY, NOVEMBERI6, 2021, 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 located at 150 North Lakeshore Drive, Ocoee, Florida, to consider the Preliminary/Final Large -Scale Site Plan for 409 Ocoee Apopka Road PUD. The property identified is parcel number 18-22-28-0000-00-056. The subject property is approximately 4.76 asses in size and is located on the east side of Ocoee Apopka Road, approximate- ly 540 feet north of the intersection of West Silver Star Road and Ocoee Apopka Road. The proposed use is for two (2) industrial warehouse buildings, approximately 61,562 SF combined. 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 descrip- tion 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 a.m. and 5:00 p.m., Monday through Friday, except legal holidays. The Ocoee City Commission 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 continuation 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 hear- ings will need a record of the proceedings and, for this purpose, may need to ensure that a verbatim record ofthe 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 par- ticipate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at (407) 905-3105. November 4, 2021 21-04276W