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Item 17 Preliminary/Final Large-Scale Site Plan for Ocoee Village Center “Southeast Commercial.”
t l Ocoee f Io rid AGENDA ITEM COVER SHEET Meeting Date: October 6, 2020 Item # Reviewed By: Contact Name: Michael Runner�� Department Director: Contact Number: Ext. 1018 City Manager: Subject: Southeast Commercial at Ocoee Village Center PUD Preliminary/Final Site Plan Project # LS -2019-009 Commission District #1 — Larry Brinson, Sr. BACKGROUND SUMMARY: The Southeast Commercial at Ocoee Village Center is located on the south side of Clarcona Ocoee Road and east of N. Lakewood Avenue. The commercial property is one (1) of the three (3) parcels that comprise the Ocoee Village Center PUD. The site is located within the SR 429 "Interchange Village Character Area." The project received approval for rezoning to PUD and PUD Land Use plan on June 18, 2019. The original plan included the development rights for a mixed-use community that will consist of 150,000 S.F. of Commercial, 196 Unit Townhomes, and 316 Apartments units. The applicant is also in the process of a Substantial Amendment to the Ocoee Village Center PUD in order to increase the townhome development from 196 Unit Townhomes to 232 units and the apartments portion from 316 units to 320 units. On February 11, 2020, this Planning and Zoning Commission recommended approval of the Substantial Amendment. The amendment process is on hold and has not been approved by the City Commission. Once The applicant and the Orange County School Board work out an agreement for Capacity Enhancement, all of the processes include PUD Substantial Amendment and Preliminary and Final Site Plans for all Phases proposed. The table below references the future land uses, jurisdiction, existing land uses, and zoning classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING North Institutional / City of Ocoee Forest Lake Golf Course East Low Density Residential / Orange County Single -Family Residential South Low Density Residential / Orange County Agriculture / Vacant West Low Density Residential / Orange County Agriculture / Vacant "PUD" The Southeast Commercial at Ocoee Village Center is more specifically located on Clarcona Ocoee Road's southern side. The applicant is proposing a three -unit commercial center on 4.71 acres. A proposed 4,650 SF 7 - Eleven gas station and 14,000 SF strip retail building will be developed in Phase 1. In phase 2, the remaining pad is slated for a 4,000 SF quick -serve or fast -casual restaurant. Access to the site will be via a right in from Clarcona Ocoee Road, a right in on a new realigned N. Lakewood Avenue, and an extension of 2N1 Avenue from the east to N. Lakewood Avenue. Utilities and offsite stormwater will be provided from the south Townhome Development. ISSUE: Should the Honorable Mayor and City Commission approve the Preliminary/Final Site Plan for the Southeast Commercial at Ocoee Village Center PUD? DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Site Plan for the Southeast Commercial at Ocoee Village Center PUD was consistent with the City's regulations and intent for the character area. The Development Review Committee voted unanimously to support the project and the proposed onsite and offsite public improvements, which include installing new water and sewer lines, a public lift station, reclaimed water, public roads, public stormwater, and a public park. PLANNING & ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission reviewed the proposed Preliminary/Final Site Plan for the Southeast Commercial at Ocoee Village Center PUD on May 19, 2020. 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 Southeast Commercial Ocoee Village Center PUD, subject to resolving all remaining staff comments before the City Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC and Planning & Zoning Commission, Staff recommends that the City Commission approve the Preliminary/Final Site Plan for the Southeast Commercial at Ocoee Village Center PUD. ATTACHMENTS: Zoning Map Aerial Map Location Map Preliminary/Final Site Plan for Southeast Commercial at Ocoee Village Center PUD Elevations FINANCIAL IMPACT: None Type of Item: X (please mark with an 'Y) Public Hearing Ordinance First Reading Ordinance Second Reading Resolution 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 Q 2 For Clerk's Dept Use: Consent Agenda Public Hearing Regular Agenda N/A N/A N/A N Southeast Commercial at Ocoee Village Center 11 �r 11 - f- � ��• ' r 1- Sta Sta - �I r, R �� Large Scale Preliminary/Final Site Plan For Ocoee Village Center "Townhomes" & "Southeast Commercial" Location Map r Buchman Beryle S 90500 Int 471 acres } . a t ■ i tarns Rel r r John vigmeal V . _ park and Communtl Center City 01 Ocoee Oak Lend Baptist Church Inc A.. Jed Av • v 3 s c 4th AV 'Iar A.. i t i Buchman Bayle S 4 1 00500 Int Clubhou- +iR A i x k i # 1 K ! i t ► 150yds h . Berle s s 1 !. A 75 yds 90,500 Int r 3 r Buchman Beryle S 90500 Int 471 acres } . a t ■ i tarns Rel r r John vigmeal V . _ park and Communtl Center City 01 Ocoee Oak Lend Baptist Church Inc A.. Jed Av • v 3 s c 4th AV 'Iar A.. PROJECT M - M APPLICANT/DEVELOPER: KENNETH MH UCHMAN, OVINERS REP 2718 LAUREL OAK DRIVE PLANTCITY, FLORIGA33556 PHONE: 913 -7. -MH. KENGUCHMAN@GMMl-COM CIVIL ENGINEER: WOHLFAMIT CONSULTING GROUP, LLC CONTACT: RICHARD GWOHLFARTH.P.E. 245 N. WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 407-750.3123 SURVEYOR; WOHUFATM CONSULTING GROUP, DO CONTACT: WILSON E WAY, PSM 245 N. WESTMONTE DRIVE ALTMONTE SPRINGS, FL 407-7503123 PRELIMINARY/FINAL SITE PLANS for OCOEE VILLAGE COMMERCIAL SOUTHEAST CORNER LANDSCAPE ARCHITECT: MURRAY DESIGN GROUP 246 NORTH WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 32114 PHONE: 40)-340.1196 RAMOMRMURRAYSITEOESIGNCOM UTILITIES COVER SHEET POTABLEWATER CRY OF OCOEE GENERAL NOTES RECIAIMWATER CITY OF OCOEE CONDITIONS OF APPROVAL WASTEWATER CITY OF OCOEE EXISTING CONDITIONS & SOILS MAP POWER DUKE ENERGY OVERALL SITE PLAN TELECOMMUNICATIONS SPECTRUM SITE PLAN GAS IAKEAPOPKANATURA-GAS OVERALL UTILITY PLAN C-4.1 - C-4.3 UTILITY PLAN C-5.0 OVERALL GRADING & DRAINAGE PLAN WORLFARTH CONSULTING GRADING & DRAINAGE PLAN C-6.0 STORMWATER POLLUTION PREVENTION PLAN C-6.1 EROSION CONTROL DETAILS C-7.0 SITE PHOTOMETRIC PLAN GROUP LLC PHOTOMETRIC DETAIL SHEET C-8.0 - C-8.1 STANDARD CONSTRUCTION DETAILS C-8.2 - C-8.5 CITY OF OCOEE UTILITY DETAILS C-9.0 SIGNAGE DETAILS ENGINEERS 6 PLANNERS BOUNDARY AND TOPOGRAPHIC SURVEY LAND DEVELOPMENT& LD.01 LANDSCAPE NOTES & PLANT LIST LD.02 LANDSCAPE SPECIFICATIONS IR.01 IRRIGATION PLAN IRD.01 246 N. WESTMONTE DRIVE ENGINEMING SERVICES IRRIGATION DETAILS ALTAMONTE SPRINGS, FL 32714 (407) 750-3123 PROJECT LOCATION qp ...,.Eti. Go oaklern P LOCATION IyIAP N.T.S. ABRIAI Mill N.T.S. LEGALDESCRIPTION: A PORTION OF THE SOUTHWEST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, TOGETHER WITH PORTIONS OF THE RIGHT-OF-WAY FOR NORTH LAKEWOOD AVENUE AND CIARCONA-OCOEE ROAD LYING IN THE SOUTHWEST 1/4 OF LAID SECTION 5, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 5; THENCE NORTH 89'44'04"EAST ALONG THE BOOM LINE OF SATO SOUTHWEST 1/4, A DISTANCE OF 1,314.82 FEET TO THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF ME SOUMMST 1/4 OF SAID SECTION 5: THENCE NORTH 00.1743" EAST ALONG THE EAST LINE OF THE SOUTHWEST 114 OF THE SOUTHWEST 114 OF SAID SECTION 5, A DISTANCE OF 1,184.85 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING FROM SAID EAST LINE RUN NORTH 89°13'22' WEST, A DISTANCE OF 158.15 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTH; THENCE WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 1685.41 FEET, ACENTRAL ANGLE OF 19.13'38' FOR AN ARC DISTANCE OF 565.52 FEET; THENCE NORTH 13°43'46 WEST ALONG A NON TANGENT LINE, A DISTANCE OF 41.58 FEET; THENCE NORTH 421222 EAST. A DISTANCE OF 29.78 FEET TO A POINT ON THE ARC OF A NON -TANGENT CURVE CONCAVE TO THE NORTHWEST. THE RADIUS POINT OF WHICH BEARS NORTH 62°22'55 WEST; THENCE NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 1.012.00 FEET, A CENTRAL ANGLE OF 05`0935 FOR AN ARC DISTANCE OF 91.13 FEET TOA POINT OF TANGENCY; THENCE NORTH 22'2790' EAST,A DISTANCE OF 117.35 FEET; THENCE NORTH 65.30'31" FAST. A DISTANCE OF 47]8 FEET TO A POINT ON THE AND OF A NON -TANGENT CURVE CONCAVE TO THE NORTH, THE RADIUS POINT OF WHICH BEARS NORTH IB -339P EAST; THENCE EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 1,385.18 FEET, A CENTRAL ANGLE OF 14'32'15 FOR AN ARC DISTANCE OF 351 AS FEET TOA POINT ON THE SOUTH RIGHT-OF-WAY ONE OF CIARCONA-OCOEE ROAD; THENCE SOUTH 89.1208" EAST ALONG A NON TANGENT UNE AND SAID SOUTH RIGHT -0F -WAY LINE, A DISTANCE OF 232.50 FEET TOA POINT ON THE HART LINE OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 5: THENCE SOUTH 00°37'43' WESTALONG SAID EAST LINE. A DISTANCE OF 304.80 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE LYING AND BEING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA. COMAINING 4.704 ACRES (204,924 SQUARE FEET), MORE OR LESS F*420Tv11o. 19 Writ DRAWING INDEX TE C-0.0 COVER SHEET C-1.0 GENERAL NOTES C-1.1 CONDITIONS OF APPROVAL C-2.0 EXISTING CONDITIONS & SOILS MAP C-3.0 OVERALL SITE PLAN C-3.1 - C-3,3 SITE PLAN C-4.0 OVERALL UTILITY PLAN C-4.1 - C-4.3 UTILITY PLAN C-5.0 OVERALL GRADING & DRAINAGE PLAN C-5.1 - C-5.3 GRADING & DRAINAGE PLAN C-6.0 STORMWATER POLLUTION PREVENTION PLAN C-6.1 EROSION CONTROL DETAILS C-7.0 SITE PHOTOMETRIC PLAN C-7.1 PHOTOMETRIC DETAIL SHEET C-8.0 - C-8.1 STANDARD CONSTRUCTION DETAILS C-8.2 - C-8.5 CITY OF OCOEE UTILITY DETAILS C-9.0 SIGNAGE DETAILS 1 of 2 - 2 of 2 BOUNDARY AND TOPOGRAPHIC SURVEY L01 LANDSCAPE PLAN LD.01 LANDSCAPE NOTES & PLANT LIST LD.02 LANDSCAPE SPECIFICATIONS IR.01 IRRIGATION PLAN IRD.01 IRRIGATION DETAILS IRD.02 IRRIGATION DETAILS DESCRIPTION OMMMIG ENGINEER'S PROJECT NO. 2010-017 GENERAL NOTES &(T 4 I. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE PERFORMED PER THE CITY OF OCOEE ENGINEERING STANDARDS, MANUAL. LAND DEVELOPMENT CODE, AND CITY DETAILS. NOTE NAT THE MOST STRINGENT STANDARDS BETWEEN' CITY STANDARDS AND STANDARDS SET FORTH IN THE GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR ME CITY) SHOULD BE FOLLOWED. 2. AHE GEOTECHNICAL REPORT SHALL BE RENEWED BY WE CONTRACTOR, AND THE CONTRACTOR SHALL FAMNARIZE HIMSELF WITH ME SIZE, INCLUDING ALL SURFACE AND SUBSURFACE CONDITIONS, ME WORK REQUIRED, AND ALL OTHER CONDITIONS MAT MAY AFFECT THE SUCCESSFUL COMPLETION OF TIE JOB PRIOR i0 COMMENCEMENT OF YORK. 3, ME CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY MM ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON ME CONDUCT OF TIE WORK, AS DRAWN AND SPECIFIED. IF ME CONTRACTOR OBSERVES MAT ME DRAWNGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY AAE ENGINEER, IN WAITNQ AND ANY NECESSARY CHANGES SHALL BE ADJUSTED. AS PROVIDED IN ME AGREEMENT FOR CHANGES IN ME WORK. 4. ME CONTRACTOR SHALL BE RESPONSIBLE TO ME OWNER AND ME ENGINEER FOR ME ACTS AND OMISSIONS OF CONTRACTORS EMPLOYEES AND ALL HIS SUBCONTRACTORS AND MEIN AGENTS AND EMPLOYEES AND OMER PERSONS PERFORMING ANY OF ME WORK UNDER A CONTRACT MTH ME CONTRACTOR. 5. ME CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS YAM GOVERNMENTAL DEPARRIENTS, PUBUC UTILITIES, HUNG CARRIERS, SERVICE COMPANIES, AND CORPORATIONS OWNING OR CONTROWNG ROADWAYS. RAILWAYS, WATER, SEWER, CAS, ELECTRICAL, TELEPHONE, AND TELEGRAPH FACILITES SUCH AS PAVEMENTS, TRACKS, PIPING. WRES, CABLES, CONDOMS. POLES, GUYS, OR OMER SIMILAR FACULTIES, INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWN THAT ARE ENCOUNTERED IN THE WORK IN ORDER MAT SUCH ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED. 6. UNLESS OTHERWISE SPECIFIED IN ME GENERAL CONDITIONS, ALL CONSTRUCTOR IS TO BE GOVERNED BY THE PLANS. APPUBMI-E PERMITS, AND SPECIFICATIONS HEREIN, AND ALL APPLICABLE FEDERAL. STATE AND LOCAL BUILDING AND SAFETY CODES, LAYS AND ORDINANCES. ]. PRIOR TO PERFORMING ANY WORK M TIN ANY DUMB OR UTUIY RIGHT-OF-WAY. CONTRACTOR SHALL OBTAIN FOR SUCH RIGHT-OF-WAY. IN ADDITION, CONTRACTOR AND PERMIT FROM NUMBER F RESPONSIBLE CONTRACiOfl SHALL OBTAIN GAS Lp. NUMBER FROM LOCAL GAS COMPANY AND NOTIFY SUNSHINE STATE ONE -CALL UTILITY NOTFlCAOON CENTER AT I-600-0.32-4]]0 AT LEAST 46 HOURS PRIOR TO START OF WORN. 8. PRIOR TO PERFORMING ANY WORK WMIN ANT PUBLIC RIGHT-OF-WAY, CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL PLAN CONSISTENT MM ME "MANUAL ON UNIFORM MALEC CONTROL DEVICES" PUBUSHED BY ME U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, AND SUBMIT TO ME COUNTY ENGINEER FOR APPROVAL. 9. IN ME EVENT ME CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN ME PLANS HE SHALL IMMEDIATELY NOTIFY ME ENGINEER ANO/OR OWNER OR OWNER'S AGENT. REFERENCE MONUMENTS PERMANENT CONTROL SHALL PRESERVE AND PROTECT ALL PERMANENT 10. CONTRACTOR POINTS, PERMANENT BENCH MARKS ANDPROPERTY CORNERS, IN ME EVENT ME MONUMENTS, POOR MARKERS ARE DISBURSED ME CONTRACTOR SMALL EMPLOY A FLORIDA REGISTERED LANG SURVEYORRTO RESET OR REPLACE MEAT. IL THE OWNER. OWNER'S AGENT AND INSPECTORS OF APPLICABLE GOVERNMENT JURISDICTIONS, SHALL AT ALL TIMES HAVE ACCESS TO ME WORK WHEREVER AND WHENEVER IT IS IN PREPARATON OR PROGRESS; AND ME CONTRACTOR SHALL PROMISE PROPER FACILITES FOR SUCH ACCESS AND FOR ME INSPECTOR. 12. IT 15 ME CONTRACTORS RESPONSIBNN TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THAT ALL COMPLETED WORK MATERIALS AND EQUIPMENT STORED ON SIZE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS, USE, THEM OR VANDALISM. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR POSTING OF SECURITY GUARDS. 13. CONTRACTOR SHALL, AT ALL TMES UTUZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WM ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHED BY THEIR MANUFACTURER'S. 14. PRIOR TO INITATNP ANY EXCAVATION (INCLUDING BUT NOT LIM ED TO TUNNELS DITCHES, STORM WATER PONOS, CANALS. ARTIFICIAL TAKES) CONTRACTOR SHALL INSTALL FENCES AND/OR TAKE ALL OMER REASONABLE AND PRUDENT STEPS TO INSURE MAT ACCESS TO EXCAVATOR BY UNAUTHORIZED PERSONNEL IS PREVENTED. li COMPACTOR SHALL COMPLY IN EVERY RESPECT MM ME PROVISIONS OF ME FLORIDA STATE TRENCH SAFETY ACT. 16. ME CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR ME SAFETY OF. AND SHALL PROVIDE ALL REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: A. ALL EMPLOYEES ON ME WORK ANN ALL OMER PERSONS WHO MAY BE AFFECTED THEREBY; B. ALL ME WORK AND ALL MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR OFF ME SITE. UNDER ME CARE, CUSTODY OR CONTROL OF ME CONTRACTOR OR ANY OF ITS SUBCONTRACTORS; C. DARER PROPERTY AT ME SITE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAY, STRUCTURES AND ENURES NOT DESIGNATED FOR DEMOUTON IN ME COURSE OF CONSTRUCTOR. IZ. ME CONTRACTOR SHALL COMPLY TOM ALL APPLICABLE SAFETY CODES AND MM ALL APPLICABLE LAWS. ORDINANCES. RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC. QUASI PUBUC OR OMER AUTHORITY HAVING JURISDICTION FOR ME SAFETY OF PERSONS OR PROPERTY OR FOR THEIR PROTECTION AGAINST DAMAGE, INJURY OR LOSS, OR DESIGNED TO PROTECT ME ENMRONMENT. ME CONTRACTOR SHALL ERECT AND MAINTNN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF ME WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS. PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTUTIES OF ME EXISTENCE OF HAZARDS AND OF ME SAFETY REGULATIONS. 10. ALL DAMAGE OR LOSS TO ANY PROPERTY CAUSED IN WHOLE OR IN PART BY ME CONTRACTOR, A SUBCONTRACTOR. OR BY ANYONE FOR WHOSE ACTS ANY OF MEM MAY BE LIABLE, SHALL BE REMEDIED BY ME CONTRACTOR. EXCEPT DAMAGE OR LOSS PROPERLY ATTRIBUTABLE SOLELY TO ME ACTS OR OMISSIONS OF ME OWNER, OR ME ENGINEER OR ANYONE EMPLOYED BY MEAL, OR FOR WHOSE ACTS ANY OF MEM MAY BE LIABLE, AND NOT PROPERLY ATTRIBUTABLE IN WHOLE OR IN PART. TO ME FAULT OR NEGLIGENCE OF ME CONTRACTOR. 19. THOSE PARTS OF WORK IN PLACE WHICH ARE SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP OR SUBSTANTIALLY ENCLOSED WM ADEQUATE PROTECTION BY ME CONTRACTOR AT CONTRACTOR'S EXPENSE, 20. UNTIL FINAL ACCEPTANCE OF THE WORK BY OWNER, ME CONTRACTOR SHALL HAVE ME CHARGE AND CARE OF AND SHALL BEAR ME RISK OF INJURY OR DAMAGE, LOSS OR EXPENSE TO MY PART THEREOF, OR TO ANY MATERIALS STORED ON SITE, BY ME ACTION OF ME ELEMENTS OR FROM MY OMER CAUSE WHETHER ARISING FROIA ME EXECUTION OR NON -EXECUTION OF ME WORK. ME CONTRACTOR SHALL REBUILD. REPAR, RESTORE AND MAKE GOOD ALL INJURIES OR DAMAGES TO MY PORTON OF ME WORK OCCASIONED BY ANY OF ME ABOVE CAUSES BEFORE FINAL ACCEPFMCE AND SHALL BEAR THE EXPENSES THEREOF. 21. ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMAN SERVICES SHALL BE FURNISHED AND MAINTAINED BY THE CONTRACTOR AT ALL POINTS WHERE CQHWMNG EQUIPMENT ENGAGED ON ME WORK REGULARLY ENTERS ONTO OR CROSSES TRAFRC-CARRWNC ROADS. 22. ME CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH ME FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT OF 1970 AND ALL RULES AND REGULATONS NOVI OR HEREAFTER IN EFFECT UNDER SAID ACT, AND ME CONTRACTOR MOTHER AGREES TO COMPLY VAN ANY AND ALL APPLICABLE STATE LAWS AND REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH. 23. CONTRACTOR AND ITS SUBCONTRACTORS SHALL USE. HANDLE, TRANSPORT, AND DISPOSE OF ALL MATERIALS (HAZARDOUS OR OTHERWISE)IN COMPLIANCE NIM ALL PRESENT FEDERAL, STALE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAW, INCLUDING, BUT NOT UNITED TO, ALL SUCH STATUTES. REGULATONS RULES, ORDINANCES, CODES. AND RULES OF COMMON LAYI. 24. CONTRACTOR FURTHER AGREES THAT CONTRACTOR AND ITS SUBCONTRACTORS SHALL NOT CAUSE ME DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY ITS WORK ON OR ABOUT ME JOB SHE. IN THE EVENT OF ANY SPILL. RELEASE OR MY OVER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY ME APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTON AS MAY BE NECESSARY TG MINIMIZE THE DELMAYOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. 25. ME CONTRACTOR SHALL PROTECT AND KEEP OWNER (INCLUDING THEIR AGENTS AND EMPLOYEES) FREE AND HARMLESS FROM ANY AND ALL LNBILEM PUBUC OR PRIVATE, TENANTS. CONTRACTUAL OR OTHERWISE, LOSSES, DAMAGES, COSTS, ATTORNEY'S FEES, EXPENSES, CAUSES OF ACTION, CLEAVING OR JUDGMENTS RESULTING FROIA THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1270 AS AMENDED OR ANY RULE OR REGULATION PROMULGATED THEREUNDER OR OF ANY STATE LAMS OR REGULATORS PERTAINING TO JOB SAFETY AND HEALTH ARISING OUT OF OR IN ANY WAY CONNECTED WITH ME PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER MIS CONTRACT. AND CONTRACTOR SHALL INDEMNIFY OWNER FROM ANT SUCH CWMS, PENALTIES, SUITS OR ACTIONS, PUBUC OR PRIVATE. ADMINISTRATIVE OR JUDICIAL. INCLUDING ATTORNEY'S FEES PAID OR INCURRED BY OR ON BEHALF OF OWNER, JOINTLY OR SEVERALLY, AND/OR THEIR AGENTS AND EMPLOYEES. ME CONTRACTOR FURTHER AGREES, IN ME EVENT OF A CLAIMED VOLITION OF ANY FEDERAL OR STATE SAFETY AND HEALTH TA1Y OR REGULATION ARISING OUT OF OR IN MY WAY CONNECTED WITH ME PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT. OWNER MAY IMMEDIATELY TAKE WHATEVER ACTION 15 DEEMED NECESSARY BY OWNER TO RE14EDY THE CLAIMED VIOLATION. ANT AND ALL COSTS OR EXPENSES PAID OR INCURRED BY OWNER IN TAKING SUCH ACTON SHALL BE BORNE BY CONTRACTOR, AND CONTFACiOR AGREES TO PROTECT, HOLD HARMLESS AND INDEMNIFY OWNER AGAINST ANY AND ALL SUCH COSTS OR EXPENSES. 26. CONTRACTOR AND ITS SUBCONTRACTORS SHALL, UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER 115 CONTRACT, REMOVE ALL SUPPLIES, MATERIALS. AND WASTE CONTAINING AND HAZARDOUS MATERIAL FROM ME JOB SITE. CONTRACTOR SHALL BEAR MILL FINANCIAL RESPONSIBNTC AS BETWEEN ME PARTES OF THIS CONTRACT. FOR ME COMPLIANCE OF CONTRACTOR AND ITS SUBCONTRACTORS WHY ME PROVISIONS OF MIS CONTRACT. 27. CONTRACTOR AGREES i0 INDEMNIFY, DEFEND, PROTECT AND HOLO ME OWNER HARMLESS MOM AND AGAINST ANY CLAIMS INCLUDING, WTHOUT LIMITATION, ACTUAL ATTORNEY'S FEES AND ANY COSTS OF INVESIGATOM SOILS TESTING, GOVERNMENTAL APPROVALS, REMEDIATION AND CI£ANUP ARISING OUT OF OR IN ANY WAY CONNECTED WM ME FAILURE OF CONTRACTOR OR ITS SUBCONTRACTORS, OR THEIR AGENTS, EMPLOYEES, OFHCERS, OR REPRESENTATIVES, TO COMPLY MM ME TERMS OF THESE CONSTRUCTON DOCUMENTS. 28. SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF ANY HAZARDOUS MATERIAL ON OR ABOUT THE JOB SITE IN MOLATON OF THESE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL IMMEDIATELY SO INFORM OMER & ENGINEER IN WRITING. IN ME EVENT OF ANY SPILL, RELEASE OR ANT OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY ME APPROPRIATE GOVERNMENTAL AGENCY, OWNER & ENGINEER AND SHALL LANE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE ME DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. 29, IN ME EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE, UNDERGROUND STORAGE TANK OR OMER CONTAINER, OF ANY KIND, MAT MAY CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER REASONABLY D TO A HAZARDOUS MATERIAL, CONTRACTOR SHALL IMMEDIATELY STOP WORK IN MATERIALRE SONABL BELIEVE E lE ME AREA AFFECTED AND REPORT 1E CONDITION TO OWNER AND/BR ENGINEER IN WRITING.. 30. "HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) 1E PRESENCE OF WHEN REQUIRES INVESTIGATOR OR REMEDIATION UNDER ANY PRESENT FEDERAL. STATE OR LOCAL STATUTE, REGULATION, ORDINANCE, ROLE, CODE, ORDER, ACTION, POLICY OR GONION LAW, OR (B) WHICH IS OR BECOMES DEFINED AS A "HAZARDOUS WASTE," "HAZARDOUS SUBSTANCE: POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, RECULAIION, RULE OR ORDINANCE OR AMENDMENTS THERETO INCLUDING. WTHOUT LIMITATION, WE COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND BABNTT ACT (42 U.S.C. SECTIONS 9601 ET SEE.) AND/OR ME RESOURCE CONSERVATION AND RECOVERY ACT (42 Moo. SECTIONS 6901 ET SED.), OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE. FLAMMABLE, INFECTIOUS, RA010ACTVE, CARCINOGENIC. MUTAGENIC. OR OTHERVASE HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY. AGENCY, DEPARTMENT. COMMISSION, BOARD, AGENCY OR INSTRUMENTALITY OF ME UNITED STATES. ME STATE IN WHICH ME PREMISES ARE LOCATED OR ANY POLITICAL SUBONSION THEREOF, OR (D) ME PRESENCE OF MICH ON ME PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON TIE PREMISES OR TO ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO WE HEALTH OR SAFETY OF PERSONS ON OR ABWT THE PREMISES, OR (E) WHICH CONTAINS GASOLINE, DIESEL NEL OR OMER PETROLEUM HYDROCARBONS, OR (F) MINE CONTAINS POLYCHLORINATED BIPHENFFS (PUBS). ASBESTOS. LEAD OR UREA FORMALDEHYDE FOAM INSULATOR. 31. ME CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTUTES AS TO SIZE, LOCATON. AND ELEVATION. ME CONTRACTOR SHALL NOTIFY ME ENGINEER OF ANY AND ALL CONFLICTS, DEVIATIONS OR OMISSIONS TO THESE CONSTRUCTOR DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 32. IF ANY TESTING, INSPECDON OR APPROVAL REVEAL DEFECTIVE WORK, CONTRACTOR SHALL NOT BE ALLOWED TO RECEIVE ANY ASSOCIATED COSTS AND THE OWNER SHALL BE ENTERED TO DEDUCT FROM ME CONTRACT PRICE. BY ISSUING A CHANGE ORDER, OWNERS COSTS ARISING OUT OF ME OEFEWVE WORK. INCLUDING COSTS OF REPEATED PROCEDURES, COMPENSATION FOR ENGINEER'S AND DESIGN ENGINEER'S SERVICES AND ALL OMER RELATED COSTS. HANDICAP ACCESSIBILITY NOTES 1. ALL CONSIRUCTON MUST MEET OR EXCEED ALL REQUIREMENTS AS OUTLINED IN THE AMERICANS NIDI OISABNTIES ACT (ADA) AND THE FLORIDA ACCESSISIUTY CODE, MOST RECENT MITONS. BOTTOM OF CURB RAMP ELEVAHON (B.O. RAMP) IS RELATVE TO EACH CURB RAMP CONDITION. ACTUAL ELEVATIONS SHALL BE BASED ON EXISTED CRADE OF CURB FLOW LINE AT NE B.O. RAMPS, 2. TOP OF CURB ELEVATION ADJACENT TO B.O. RAMP = 0.50 FT. MAX. UNLESS OTIERMSE NOTED. 3. ADA REQUIREMENTS SUPERSEDE SPOT GRADES AT LOT FEES. CONTRACTOR TO CUT BACK SLOPE AT 3:1 OR FLATTER AS NEEDED FOR RAMP AND SIOEWAIX CONNECTION, 4. REFER TO PLAN SHEETS AND SECTIONS FOR LOCATON5 AND SIDEWALK MOMS. R THE DETECTABLE WARNING STRIP SHALL CONSIST OF A 24 INCH MOE TACTILE PATTERN OF RAISED TRUNCATED DOMES (AOGNED PATTERN). DOMES SHALL HAVE A DIAMETER OF 0.9 INCH, A HEIGHT OF 0.2 INCH, AND A CENTER TO CENTER SPACING OF 2.35 INCHES. ME RAMP DETECTABLE WARNING STRIP SHALL BE CONTRASTING IN COLOR, ME MATERIAL USED TO PROVIDE CONTRAST SHALL CONTRAST BY AT LEAST ]OY. 6. ME CROSS SLOPE OF RAMP SURFACES AND ADJACENT STREET GRADES SHALL BE NO MORE MAN 1:50 OR 27. MAXIMUM. ]. CURB MAPS CONSTRUCTED BY ME CONTRACTOR SHALL MEET ALL CURRENT APPLICABLE A.D.A. REQUIREMENTS AND SHALL HAVE DETECTABLE WARNING COMPLYING MM A.D.A. REQUIREMENTS. ACCESSIBILITY ROUTES SHALL MEET ALL APPLICABLE A.O.A. REQUIREMENTS. 8. CONTRACTOR TO REFER TO MUNICIPALITY DETAILS AS NEEDED. 9. ORIWWAY/ROADWAY CROSS SLOPES AT CROSSWALKS SHALL BE MAXIMUM 2% PER ADA REQUIREMENTS. 10. SIDEWALK CROSS SLOPES SHALL BE MAXIMUM 2% PER ADA REQUIREMENTS, 11. CURB RAMP FLARES & LANDINGS SHALL MEET ADA REQUIREMENTS 12. ACCESSIBLE ROUTE WN RUNNING SLOPES GREATER MAN 1:20 IS A RAMP AND SHALL COMPLY WITH ADA RAMP REQUIREMENTS. 13. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO MEET ALL CURRENT ADA STANDARDS. CONTRACTOR SHALL REFER TO NOT STANDARDS. (INDEX 304, MOST CURRENT COITION) RECORD DRAWING AS -BUILT REQUIREMENTS: AS -BUILT DRAWINGS SHALL BE PREPARED BY AND CERTIFIED (SIGNED AND SEALED) BY A REGISTERED SURVEYOR, AND SHALL BE PRONGED TO THE ENGINEER OF RECORD UPON COMPLETION OF ME PROJECT SITE IMPROVEMENTS A MINIMUM BOM ME ORIGINAL DESIGN AND REVISED AS -BUILT DATA, AS APPLICABLE, MUST BE CLEARLY SHDWN. ME AS -HUHU DRAWINGS MUST BE CLEARLY LABELED AS AS -BUILT OR RECORD DRAWING. ME FOLLOWING INFORMATION, AT A MINIMW,1, SHALL BE BERTHED ON ME AS -BUILT DRAMNGS: AS-BUILTS NEED TO BE SUBMITTED TO ME CITY SIGNED AND SEALED IN ACCORDANCE MTH SECTOR :CM.05 OF ENGINEERING STANDARDS MANUAL IN ME MLLOWNG FORMATS: A) 1 PDF COPY 81 CAD COPY DRAM IN STATE PLAN COORDINATES WATER DISTRIBUTOR SYSTEM: A. LOCADON AND DIMENSIONS OF PIPES, VALVES. FITTINGS. CHANGE OF DIRECTED, AND OMER ASSOCIATED FACIUTES. WASTEWATER COLLECTION/TRANSMISSION SYSTEM: A. LOCATION, DIMENSION. AND INVERT ELEVATIONS OF PIPES, MANHOLES (INCLUDING HIM ELEVATION), LIFTSTATION, FORCEMAIN, FITTINGS, CHANGE IN OIRECTON AND OMER A550CIANO FACTURES. PAVING AND DRAINAGE SYSTEM: A. DIMENSIONS AND ELEVATIONS OF ALL DISCHARGE STRUCTURES INCLUDING ALL YORK SLOTS, GATES, PIPES, AND SKIMMERS; B. LOCATIONS, DIMENSIONS, AND ELEVATIONS OF ALL FILTER, EXHILWATON, OR UNOERORAIN SYSTEMS INCLUDING CLEANOUTS, PIPES. CONNECTIONS TO CONTROL STRUCTURES, AND POINTS OF DISCHARGE TO THE RECEIVING WATERS; C. DIMENSIONS, ELEVATIONS, CONTOURS, OR CROSS-SECTONS OF ALL STORMI'IATER TREATMENT POND STORAGE AREAS SUFFICIENT TO DETERMINE STAGE -STORAGE RELATIONSHIPS OF ME STORAGE AREA, AND ME POND DEPTH AND VOLUME BELOW ME CONTROL WATER ELEVATOR FOR NORMALLY YET SYSTEMS; D. DIMENSIONS, ELEVATIONS, CONTOURS, FINAL GRADES, OR CROSS -SECTORS OF ME DRAINAGE SYSTEM IMPROVEMENTS TO DETERMINE BLOW DIRECTIONS AND CONVEYANCE OF RUNOFF TO THE TREATMENT SYSTEM; E. DIMENSIONS, ELEVATIONS, CONTOURS HNAL GRADES. OR CROSS-SECTIONS OF ALL CONVEYANCE SYSTEMS UTILIZED TO CONVEY OFF-SITE RUNOFF AROUND ME SYSTEM: F. EXISTING WATER ELEVARON OF SURFACE WATERS AND ME DATE DETERMINED; G. ELEVATION AND LOCATION OF BENCHMARK'S FOR THE SURVEY. ADA FACILITIES: A. ELEVATIONS AT ME FOUR CORNERS OF ALL HANDICAP PARKING SPACES AND ADJACENT LOADING AISLES. S. ELEVATIONS AND LOCATIONS FOR ALL ACCESSIBLE RAMPS VHICH ADEQUATELY REFLECT ME BUILT SLOPES. C. ELEVATIONS AND LOCATIONS ALONG ME PANS OF CONVEYANCE FOR PEDESTRIAN TRAFFIC AND ALL ADA ACCESSIBLE ROUTES EVERT 25 M. YMICH ADEQUATELY REFLECT ME SLOPE AND CROSS SLOPE. �1 GHOUP /I eYu,IDw'Stm%£S VI.D 1. Open Space required to be preserved within the WSA EXHIBIT •B" bountlary is de Med ° any portion of a parcel o of CONDITIONS OF APPROVAL 1. First street naming wif be coordinated through the Cil, Support the tural w ¢hand Imes 0i be fenced off (antl pit areas belowna m land that remains undevel,.d. ar minimally tlev¢1°petlfe each ,,noted to remove o tree If On Can., he. foiletl U lake reasonable ServicesSystem Division Department - Information SysteDivision of the time of final plat fences shall be Installed) during Onatrackli n activities Imm¢dlotely os more and doorstops ad part of ° natural r so rc Section A. General measures to preserve IM1e trees on aIle. submittal. adjacent to the wetlands, n order, to minimize disturbances of the Preserve or recreation area,, storawider retention areas that widened. dreing c nstmCtbn, follow Beal Management Practices DAPts), upland buffer 1. The City of Ocoee, hand. (the -City) is subject to the terms, pr°Nsbns 6. The final Radius plan will preserve I.L. ting gentles ° individual 2. (If public streets] All ln(emol roads within the project will be dedicated refentian swales (per p°Ik, 7.].3), ..totally vegetated a ens, and restrictions of Fl°rlda StaWtes. Chapter 163, concerning m°at°rl° on the and r st IOU antl tracts containing protected trees an much as possible. to the public at the time of platting unless otherwise acted 3. Wetland .rid exlsling surface safer impact far this properly is regulated and treats far pedestrian can actions. Such designated atern °f boldin y g permits under certain circumstances. Fire Cit has no lawful Pr ., by SJRWMD and the Florida Department of EnNronmenfwl Protection. General o by SJu°I space exclutles waterb°dlaa,n loll, street rights of y, authority to exempt any private entity or itself from the application of such h 7. All lands.,° areas All be Irrigated and have °n automatic talo [II private stracts] Tract ass read(.) through the papally. Is o permits are required from these agencies prior commencement a Porktnq lots, lmpleMous surfaces and °alive recre°li°n o an sloe leglsblbn o d nothing M1erein shall be canaW¢d oa s an exemption. s ansa, private r°°tl M1icM1 will be owned and Inlalned by the Association, consbucll°n. ndutlln d! c teas. NI Wek.. Space Argos chanes¢ eslricledq Iw ..prohibit use of ,fertilizer and chemical Z. This 1 shall be developed x 6 F6ses. ,telae pit a' ( ) p Section C Easements/U' !es IIF cases and utility chestnuts granted to IM1e City. Such roatls will be ce nveyetl Oa the Ass°d°11°n at the lima °f 4. At the time °f IM1e owed Preliminary Site Il.tians, but app may permit cM1ankol methods for routine pl°tling. a Property. . a jodalile hal ck Plan review for the property. IM1° Owner will m p the jot dkuffer maintenance. Rule Ul- 5.003 84, F.A.C. Wekiv° PeAve ( ) ( Y Each fM1e project will stand on its o with respect f0 public I, all areas access, utility and dral.age easements shall be pr°Ntletl 3 [If public roatls] Street lights, security lights and Iuir pug lar c n. that Ione °n the site and establish a twenty -live Idol afford seller from Ua! and Protection Act OWPA): Ch. 369.321(3). ES.] ,3.a ehose . s (sewer, wateq starmrvater ..... ement, access and other totaled prior to °r at IM1e time of platting. Cade requirements shallbeline. eating current en od require Depending the recoils, IM1e o may also ¢Rowe ° Conservation and ervlces). ,I., (artipmenl nstallatl b Ue Owner to Certificate of Com talion ..l the Owners Y Comple en ds c woke° ore. The Drainage Easement site any wetlands or 2 Naturally swales are rlakes to be placed buffers lakes The IM1e bolters 2. All ifilflles t° be placed witred the ten fact (10) ..cement along 5°Of expense. If upgraded lights are Insloll¢d the Owner and Ue this a gag and all development a of the cede will tl y thin acreage fudet.ted within upland s mounding o let (hese is f° Improve the p 4. Except w spedlic°11 led on this lad, development of the ......t shall no p y the front °f each fol will be loved around exislin p 9 protected Trees to oU°n will required complete and °x cute a Day of Ocoee requiretl or onatel Prior the development criteria poll be proportionately. wn°lel y. Prery l0 or at Ue lime swales lb,11 per pose of water quollly of the and ens re that IM1e coal¢ sols and 9 A ey c sirlent the r gncludes is of the Clty .f Ocoee Code Of Ordinances be preserved. ci St Light. Owners and Association Agreement far Upgraded Crash a greamen9 If ° Ea of the tionhe and ....nage Easement is of any Of Ue starmrvater he off..i into the soil m tM1ol there is o sM1eat II°w iota (t whit Code dudes Chapter City of Ocoee Land Owner the Owner and the Association being responsible for upgrading cess and. the ro gratin .theportion ole survey bad CIL, reqair n y y ge tl, IM1e Owner anon c° g Ue Cit the CanservallOn and' Droen° to the exLllmfes the lake v ry.Hand. This method of ..for quollly a ClIFe Development Code (the Land Oevelopmenl Cthat fM1e development shall be Onowl.Co tut ort, 3. NI utilities Including electrical, cable. TV, and telephone one tar the difference between standard street II M1ts .rid fM1e upgraded slrvel 'or q Easement, the (arm of which sM1all be approved by IM1e City prior Improvement shall the absorption and ,(SMP nl a k' ..Talent with IM1e CII, of Ocoee Engeneedng Standards M .... I along with the including on-site existing overfeed wires shall be placed underground n ligryls n vey°nc . removal abilities of ° natural low spot the topography and C a Code of Ortlin°n<es and fM1e land Development Code. 4. Unless otherwise noted ° live fool (5) billy odd drainage roads.] Street lights, security fights antl far cam Section H principal Prokc s must !allow o cepletl Best loped leadscurreneBMPs). d Be from developed tootle tl]oining tlantls. ° any provis 5. Nothingherein shall he c vWetl 1° mive Jr.of the Land ant will beplatted along all side Imes and ten foot (10'J utility, be eating ant Land Ovvel°pment Code requirements shallmbe s me requirements areas wdjumb,Practice Slwrtnw°ter woof! w lakes and/°r (backlash ° shall be charted towards reds W rF Development Code except to IM1e extent expressly lel brlh on ° waver table ° t tlp°nage and sidewalk easement adjacent to IM1e sbeef right -°!-ways. Installed by Ue Owner prior f° Certp.cale °f Com talion at the Owner's p c 1. All c°mmerolal lots will be ° minimum °f one (1) a re In size. wales, hold the rvnwlf, and the. allow b slowly release x Ilntl set out °n the plan. e p y Sidewalks will be d in This easement el n ccs t° ad them rely p ace sary expense. The Owner antl IM1e Assocedli°n will be responsible lar all operating a^ into the soil caWmn. [Wekbw Parkway d Protecflon Act N•/ aro antl existing protected bees t° be preserved. costs relalinq lit such Ii,F ling. c 2. All commercial bf uses the Master Archl,.ud.al, yrypA : Car 36,.321 3 ES. (n ) ( ) ] H 6. Any damage c used to any public streets o result the construction an will be pmNdetl when od Park.,. Pions, Little, and Landscape , by the Owner d° the ly Owner to al abl reloled to the project shalt be promptly y 5. All and elan Penance easements seas be is the 4, (Private Roads) the .,,at ,notes are Installed wn private fa ads wilt b the Orsi < mm tial lot Is developed and which will be subject to approval of the Prot ped and Sachs. L West Orange Trw'I solerepaired applicable govemmenlol standards at the Owners sole cost and expense. f the As ciato benefit °1 the The bud burdened by such easements snail the gales and vi comply rviU ids NII, ha 34 of the the Clfy. di 7. There shall be no ,cess from Uv properly to any public streets except at be owned by the intlivitlu°I Ivf or 6'ocl owners. a Indaival Code for teoll n any ams Orange fieldCounty Code for goletl parent as well as Upy o antl bdive ed Uol Artlde lM1ol may be enocletl prior to approval of Up. Final SubdlNalon Section INTENTIONALLY OELEIEU 1. A Public Trail Tract as de letl vn the plan shall be it Me the p c time for the approved locations el oa the apar.,id Final Subdivision "Ima/Flaal Site 6. Drainage easements between lots and tracts are shown 1°r location plan. Further, In IM1e ... nf orange County resents o s to he- CIhe at of putting connection the property one 1Veary Orange TmR ec Z V Q plan. °n Y. Find i s .enf demensbad will be shown Gn the Final Subdiviseon for goletl communities, Uen IM1e inc the oif Section J. T°wnh°ma Projects a Access lit IM1e West Orange crap which III be provided es to the z 1114 Plan/Float 9les Plan port all be sized lit meal City requirements. El used I, time °f Final ental.liAll time Plan approval shoal control. All references In sold by s from the pr°)eta access road that crosses b, O Y�1 g W4'M 2of rj a B. All existing structures (including bultlings, power lines, existing pop and County Code r fit the shall be deemed 1. refer t° fM1e Chapter 'City" 1. All nlial buildings fM1ree (3) °r G arega e.( Os IM1° Wasl Orange Troll. O U utility faditles) ill be removed and/or terminated prior 1° or during 7. A pct-trol, nen-exclreve access ¢°.¢meet °v r all internal eCounty" poses far purposes DI Nis requirement. Click b Enter and Knox Box age or nu b tlwelling units, ag°rtllesa of square Iw°tage or number .I stories, will ndutle rafts. dews U W g T1 cvnslry<flon of dM1e davel°pment replacing IM1ose us ..nines and other Trend areas Is hereby granted 1n favor of the City astrology shall be Installed and operational of each eats, automatic floe protection systems. - -17- p a m and other official authorities for taw enforcement, Fire and other 9. Development of this property s subject to that origin _ _ _ ___- 9. emergency s s. The City may result¢ that IM1e owner execute an %e ¢recordable 5. The Owner shall construct °ppmpri°te curbs cols b enable c nstrudlan �easrnrbly 2. Coca space between idenhome ..its not part of as individual poo shall Q i ' o Development a °cement In farm with respect to the foregoing of names at all dgria-def-way feersecli°ns (and other °re o sands se award a d annMeNetl by the Ass°cli rg7/ 2� Agreement doled_ s recorded in Official Records Book _ Pon._ required) In order to °cc°mrrophe access to sidewalks sheets for ,other r�r w Public Records df Orange County Florida. 6. An ¢mea... access easement to the tetanus, ponds and over persons who are In wheelchairs and persons who are p ,vic°lly 3. The bwnh°me portion vt the project all comply w.0 secfeoa 6-15 of Ue y v ryofan all daonagerelationship shown hereon Is hereby granted to the Day for challenged Sidewalks ab°hang each platted let °r (real shall be Land Development Code regarding multi -family development standards. EXHIBITaxwe Q 10. All legal instruments Including, but not fmited to (I) decbr°110ns 01 emergency maintenance purposes. The emergency access easement wall constructed at the time of development .f the lot or Ime1. Man sldew°Iks �] vn ls, curnishounts and restrictions far the property, (if) articles of not !repo- any °blomther burden, resp°.stili `y of liability upon the City constructed ° r tots of carton bc°li°ns, fM1e s.dewwlks will be e ca corner Band 4. Street Trees shall be provided b Owner al o rate Of one (1) tree per PERMITTED AND PROHIBITED USES Lal incorporation and hylas, the properly owners' (the "PrsacioU°n'j: not scale atl°cumenb to enter upon the property It does not own o lake any notion g repair extended ta he curb the oppreivide ramps will (Fen be ..normal alhe 1°wnnome unit ,rest to certificate °f occupancy for each building. W ea le documents t° Pre and (Iii) wa anly deeds, easements d bel r moinl°In the drainage system an the property o 8 a ,cent g common n ar shall be c nsWcletl al the Ilene of Sidewalks adjacent Permitted uses shall b° those under Ine C-2 (Community Q Associations IM1e Ch , the County and/°r the S1. Jonas River Water M ... inforl permanent whaWCU°° of apparent common areas. 5. All decloratbn of cvvenvnto and redriftons aflictle, the l.wnM1°me Commerci..l) and Up. !°Ilawing: a.) Gasoline Settled Sl°lewns 13 District ('SJRWMD") shall be provided to the City for review and approval prier to Sec an 0 Assoc ..Bon Section F S armw..br additional Sv Um portion of the property shall .tided¢ IM1e (allowing proNsi°ns Motor Vehicle repairs and mainfenonce are not showed. pl°tling all or ° pOttion of the propeM1$ I. The Association shall own and moats in all common area Convenience reail u allowed within (M1os rise. The L All retfPll.a ponds will be unfenced with m°xtm nt 5:1 side capes ante architectural deeds shall be appointed vich the s red., g -U- fM1e pond. Service competes shall not make Up mare than 509 of the primary -15- road fr°nbge and shall not block NsbNpy of Intersections of _13_ Rlgnl-Ol-Ways or driveways. No °older, sfar.,. shall be parnittetl. Is) Retail Centers - limited t0 a floor area ratio J (FAR) of 3 aJ Grocery Store Q B.) Drug Sare such as CVS. Walgreens Kid. Q J Q There shall be a limit of 2 drive the windows. Due Drive than lanes shall not be 1°. fed along Argtlal Headed,, W LU It. Parking for individual lots shall be provided In accordance with the I. Provision that term (rental term less e.) Hotel - mdxemum of sit (6) Z Land Development Code. 2. All declaration of covenants and restrictions affecting the properly shall providing short rentals that this stories. f.) Bank a include the following provisions: than six (6) months) shop be pachibtal and providing g,) Coffee Shop Q 12. Each Ore hydrant shall be pointed OSHA yellow, In ewbr antl a blue the Ione 2. The develapmenf of this °rej," wdI anaaride.te the starmrvater needs °f provided may be enforced by the City I) Child Car. / Pre K (Requltes 5pedsl Exception) Q U a reflective marker shall be affixed to the street in IM1e center of 1. Protect- idgeong the City to levy, collect, and enforce all public roads within the project Provision requiring that garages mull be used far ,°ding musta uares preen, IJ Gym/ Yoga j.) Ory closest to each hydrant. assessments far reptinence of c rens If the Aseptic "on foals s and that parking ill be tl private cleaners k.) Florlsl LIJ F I.L. b do s r tails to m°Int°In °ssessmenls at ° level allowing far 3. All building setbacks from .11 retai areas shell be fifteen feel (l5) e xcepl in designated (f -sheet paM1ing spaces. IJ Baker Y (n Q Q response i are Owner o! each Iraq shall be bee for hstime use Imes Al reuse adegmgom°intenonce. feet from the top °f the bank mJ Plant dr Hardware SlMres Q Q (q creepThe along such s are other sato then far U. ProNsion prahiblling RV and boat parkeng within the J ED Z be r e s IM1° property. IM1e Owner shall be responsible water Is apart,r the OJ I. Prole on granting the City the right, but not the obligation, to4. Unless otherwise provided Ipq ., SWATS, Including al. pd subdiNsbn. n.) OSR (Post Poatln (2 McArthur). ), such as J = = a rIua connection to IM1e sus system lines. e Ys °r maintain all common area, should the Association f°fl to tl0 s° °flet in beefs, street antl retention pantls, will be owned, ,staled and than t such L AN, "Mcown°Ids ek., w.) Sil-don. Restaurant sucM1 . Lang Q n°U. from the Totheattire that the Cfro undertakes such lungmiceint.he, Assoures ,nolo l°fried by flue Association. Iv. Provision I that I! drasM1 c ore used °t IndlNdual requiring Horn, Chetld°rs etc. 0 14. Pursuant it the Land Code, all signage must shall be entitled to reimbursement to from U. Assoceddivelf°n action, the all s lit require the Association to levy ° sessmenls gr °nits, IM1 shall b° athey In Ine garage, but room or sated p.) Car WocF; outside cuums unless ohieldetl (ram all Q a -Marto of n °! IFe be c ly di ,rad Iha Iegthe be Any entitled and shall en f 5. Notwithstanding the c nveyocon of the retention panus to IM1° Assam, th the shall by sc enetl from Nerve wIU a outside garage y scrOp o..tls public and private qJ Auto Parts Store pu d W Do name t music subsequent change to the name of Ina subdiNrian must be approved iourit of the Clly. d. cash reembms¢menL the purposes a payng s of A the ..nys a y c ,,rave, the Nrbn ld the Can Ver ..the rd In these n l tlecorollre fence and/Or landscaping. rJ Ur t Cara gen Q O by the City Commission of n M. 6°t nal Ue bel Hon, fa ill. Prreiair Ion the o Owner Fall remdn r of the asp `risible (or the maintenance °! the S14M5, induding all s.) Dental antl Meulcal OfMes L) To Ine extent IM1e Land Use plan and these Cadre gen g y g ga surrealist na cin lain/repair dithreib management system for IM1e property rale. tion pantls, until h Lima s six (apt (6) prbacy fence o Uree riot Optometrlsf Ol6ca Q Q (i ons he lead Use ro rvitM1 the Devalvf Catle, ti Nslans o! Ue land Usd a d om- reimbu from Ine Ass °r from I. the enure for lee project Ind sides ofslan withring o on an accessary sfmdve, per section 5-66 any 1°t cc cont Plan and these Conditions of Approval shall control. tan a ondi Appr rol .1 as ern, the Owner if (°) turnover of control vt the members has not a rred the wner ifJ to of a by bot Pr Crid appropriate Certificate o! Completion is issued by both Pre City and A theL°( a! IM1e Land Development Code. enf or (b) it the Owner Is Art respansbee for moanlen°nce of the acidic, the SJRWMD: 16. Ua extent any lift tis ore required on the property they wall requiring an g fM1e sae rear nl of .fenrns be resigned lw Ue cord at the time of ,bilin,. All loco stations ahpll n the p. Pr°Naion prwvlding lM1ol the SWA15 will be transferred t° a P. fM1e relenfeon pantls intended to be conveyed to the ry structcin es yards, accessory sladures and privacy fences in certain rear yards, privacy o eer be resigned in accordance with the City of Ocoee Engineering Standards esponseble °piestlen/andro ence entity ac.wpuable to the City In the Association have In fact been conveyed to the Association; Mail ss event vt dol°lion and that If 01udetle. serve without push approval It. Provision req.Linq all lots with tench, to have o gated o than the Cily mon cw°tlwue is levy antl collect smenla and Impose II.. the Ass°c.e as morns as tend entrance along the rear let line. Section 6 Trees the liens with aspect IM1erelo n°lwltnsl°nding Uegsdlssolulepn of the the records 5t the all er teem d by hon e Su end oil transfer records required by the Prohibited Uses: Association. SJR WHO M1ave been exealed and accepted by SJRWIAD; asserted viii. Prvvson that trash pickup willstu be pall far zr 1. Existing trees eight feel (6') or larger lather than citrus trees °r act idispoa unit antl Uat no tl°mpstera shall be ullized for nit and Sales Retell or WnOlesole b.) a.) Aart re '{rash•' bees) located along proposed locations of WR walls °°tl v. Pavillon Thal the Assaryo°n shall at .II times be In gowtl the City oras been ,tartlet ° copy of dM1e Onners wolf¢ disposal. Boole Banquet Palm `� the buf buffer lines prd these if a( all possible; tM1e buffer palls and rsway lines will sbnding ri�Or Ne Florid° Sgcral°ry GI Slot¢. respect g fM1e SWMS: ..rid ,.posed moon tenonce plan rvtn t to pa 4.) Bolt and Tackle Shops is u� Trees do Incorporate them into u gne cory°m require a. will be des! d s and roads will w ers It Provision tlin IM1af nsibl a at fwtllNduol lots providing d.) 9 C°rec Es/Greed n ttre 1°nuscape hullers antl as Slreel trees vi Pr°vislon that at IM1e time of turnover of control of fM1e dM1e City has been provided with ° widen statement l the sM1oll be wholly and exduaWely responsible, to IM1e extent nee cars sp ler fee clean-out, m°inlpairr, upkeep, and fo Rec a) IAu Recycling .I waste: patching Association g Ue members, the declsrcut conal deliver to the n , eo °f un Card's Prop mandation °an periodic em lac of t °f all elements of the sonilor sewer system located ..I°g anal./Green L ftecrv°lion VaM1lcle Park: ) O 2. The exblin des °n Indlviduel Iola careful profealed frees all be T gra g l0 trees Few p °mp°nrse by board of directors the maintenance plan for the SY01S ° cirri socioaetl maintenance plan IIM1 Oed to the $VIMS d that IM1e Association with respect the their 2 Uve let, from the Inside °f the home fa the back ! apes g.J Pawn Shap: M1.) School; Q Q ar in r aintained os ucM1 as possl6le preserve exlsllnq profecletl o ere will be n° o other lots hada lreea, UI n smwgldg¢rs cerHFlc°tlon that the SWIAS Is functioning c°rd°ntt To the that why such response Is ble 1°r the maintenance °f the SYMS curb wM1ere IM1e let line ends. The elements o! the swnpary s per I.) Sell -slam,¢ F°<illly m Z an an m or containing protected grading In the Final with II approved plans and permits. extent system ahold Trainee, but not be limited l°, all phaval 'totemic"¢antl j.) U construction on the s capes specified approved some eng Leers report indicates any c active action oe gond, that 6. All c impavemends tnceuding entry features, walls, landscaping e.11 other ampenems of the angary s system. Cape, the ethlyd partial Solas: k.) Monument p Suhdivisbn PI°n/renal Pon, until building permits ore Issued for those declarant shall be required to diligently undertake such c ective action add Mansell. alone roads, a well as landscaper, a and the retention pond Association n r the City n any other .it, shall have say sales: l.) New/usetl c srlars r`1 1°g/tracts. at the d -hearts expense and to past a cash bond wIt the tracts antl any lift station tractssholl be completed prior to Issuance of the onsbblfy for such clean-out, m°Internee. upkeep, repa4 or m.) Boot Soles and Service; n.) Asmtl°Uon ler IM1e estimated costs of ..an a ... active retort CerUfieve, of Completion for those car esp°nding Inoses. repesplacement of any component of IM1e sanitary sewersystem located Automobile Repalc 3. Removal of waiting protected trees whl be limited to clearing road o ° bt. Rotly Repair, p.) right -.f -way and rcoutted areas as detailed to the Final Subdivision of. Provision that no property owned b55 the City or any other Nu singAirRome;t. Nursing G 0 0 0 P Pbn/Fleal Site Plan. All exblle, protected trees an rearward lots and ilp-madmal rally shall be mbje.et to 6 essmenls larval by the t Iy cal Mil q.) Medical Marijuana Dispens°nes: r.) tracts will be evaluated at IM1e ffine of die plan renew lar that Jet o A .... lofi°n. $¢tion 6 Yled ands/100 Year flpatl Plain Medical Marijuana Cultivation; z.) Tobacco to oflBahAPe tract, to determine whether or not each tree needs to be removed. 1. All finished firer the 100 -year flood by 1. For development o redevelopment of property located outside /Vepeng Shops gpryagK.� Ali. Pro.low. that any amendment to any ,,.Act.. affecting the City elsewhere will exceed plain o e the Ocoee Community Redevelopment Area (CRA) but linin the ( the C itWSAe Ifuppil. H0. Case 4. In order toensure that on many existing bees as possible will be or SIYMS requires the c° seal of IM1e City in an instrument recorded with minimum m mum of two feel (2') and/or thex100-ysor flood event for the stormwoter Study Area Boundary, and Na exception °t Q Pel Soles, or adapton I.) preserved, all roorights-.f-way and areolae areas will be fi°ggwd for the amendment. m system by two feet single-family home ° 'sting Ido, thus° portions of properties PM1°rm°des; view b lore CityIr1or g beB removal. No clearing permits ill be any 9 ywork n es (hal contain @ least a e (1J of IM1e three (.. following r alar v) Sgntl Alan. Aper issued far aIle w rk Dr budding c nstruct°n until the trees to be preserved barriers. 3. All tracts that are to he ° ead and m°entained by the Acidulated shill 2. The Owner shall comply *IU all requirements of the CIl and other most wr (A) krrsf features, (lir) tats rv) Temporary Soles.using a tent such as FirewaAs, Christmas been been speedy,naked MU Vee protection be c veyed to the Association by w °n(y dead of the time of plotting. A governmental entitles wBor Jurisdiction to protect the wetlands being preserved nslpve natural habitats including Long Leal Plne, Sand HAI, Xerk we lural h in Trees. Valenllne a 0°y x.) Tire lore apeclel warranty deed Is peombdble If °... mounted by a Utle insmo°ce polky and to prevent any disturber¢. slouch, or other automation below the Oak Scvb, or Sand Pine Sn°b vegetative communities. are be y.) Tobacco of Vwpe Slate S. He person shall measure land clearing or IM1e removal of any protected bees .about trirs1 shielding ° °comp from IM1e Building to the Association, natural wetland lines. Further, The subject to aimm°m UViy-five percent (35R) VVekNa Open Space m z.) All prohibited uses Idamifled In accordance Article V, Section Oepene removal protected trees shall be minimized to the mMt Tha Section E S tee s '14- requirement. 5-6 (8), City of Ocoee Land Devel°pmenk Cada. maximum extent pancake and n° ce U°do.U., shall be -19- _1D_ n/v/zo SE COMMERCIAL PARCEL CITY OF OGOEE DEVELOPMENT NOTES J Q PROPOSED DEVELOPMENT MIXED USE COMMERCIAL SE COMMERCIAL PARCEL PARCEL ID NO. 0&2Z-28-0000-00004 PARCELADDRESS 10711 N. LAKEWOODAVE IMPERVIOUS AREA (ACRES) CURRENTZONING= PUD -COMMERCIAL O O FUTURE LAND USE= COMMERCIAL a II TRACT SIZE MAXIMUM BUILDING HEIGHT 471 3 STORMS AC. FT. BUILDING SEPARATION 20 FT REQUIRED PARKING SPACES o a S GAS STATION (1 SPACE PER 1,000 SF) 41SPACES J_ F MISC COM N SPACE PER 200 SF) 70 SPACES ONG R SPACE PER 1,000 SF) 245PACES TOTAL REQUIRED PARKING 141 SPACES PROVIDED PARKING SPACES cAS STATION 30 SPACES RETARICOMMERCIALI 103 SPACES QUICK SERVICE RESTAURANT 43 SPACES TOTAL PROVIDED PARKING 182 SPACES LANDSCAPE BUFFER PROVIDED FRONT(NORTH)20.0 FT. REAR (SOUTH) 10.0 FT. SIDE (WEST) 20.01 FT. SIDE (EAST) 20.0 FT. SUPPORT SERVICES PROVIDER WATER CITY OF OCOEE z� r['1 j N p Hai WN�N u �pQn 3N C) O SEVYER CITY OF OGOEE J Q U SE COMMERCIAL PARCEL w w PROPOSED AREA CALCULATIONS 23 z IMPERVIOUS AREA (ACRES) 1.49171% ED O O O a II U PERVIOUS AREA (ACRES) 0.48 29% W F- W euzixcss xo o a S g W GRAPHIC SCALE J_ F (ro eeet) nvrza 1 mon = ao 11 W O U O � ITAMINO r, do pa r ED u o O a II o' w �GBO�P N )y g euzixcss xo o a S GRAPHIC SCALE (ro eeet) nvrza 1 mon = ao 11 CLARCONA-OCOEE ROAD (COUNTY RIGHT OF WAY) - — - x - - - - - - - - - - 14 UNDER GROUND GAS TANKS 2 A', ff FUEL CANOPY 4 rRI PUMPS 1 16 FUELING 12 12 6 6 RAL), .09 f : 2 FIRE k A, I I � S IT FT 2 0 7 CA lap vm I ROYAL 4 PARCEI-1/PHASE1 4 Lu 2 ZARB 2 zl"' -IRA Ao� nio F2l OUR All , RT�9 P� 4 20 2 A 5 GAS STATION SINGLE STORY BUILDING .2 (5,000 RE) W =CONWNIE�NCE 5 CRE 56 SE COMMERCIAL PARCEL DEVELOPMENT NOTES PROPOSED DEVELOPMENT CONVENIENCE STOREAGAS STATION LEASE AREA 1.65 ACRES CURRENTZONING- PUND-COMMERCIAL FUTURE HAND JSE= COMMERCIAL MASIAMUM BUILDING HEIGHT 3 STORY136 FT. BUILOING SEPARATION 20 FIF REQUIRED PARKING SPACES GAS STATION I SPACE PER 1,00 BE) OISPACES PROVIDED PARKING SPACES GAS STATION1 361SPACES LANDSCAPE BUFFER PROVIDED FRONT NEAR (SOUTH) 10.0 FT, SIDE (WEST) 2RD 'T. SIDE (MST) 200 FT. OPEN SPACE IMPERVIOUS AREA (ACRES) 1.491 71 V. PERVIOUS AREA (ACRES) 0.481 29%, 'R 5 T 10 'L-51 AUMMAYC 13 BCDC'S. AGA.�BILI�A'5'"G -A 2: 1 A AS 0' 27 J T' 14 8 1 -k A�-E 6 - C 2 Ad 12 8 \-Lij� D: 12 10 2 2 Ai B3, R/W LINE 2 GRAPHIC SCALE ---------------- ---------- 2 'D `E -TT "Y" IN IBAY I BID ECEIA D - ----- 1. ..,HEHANIF A, TH, DATA, RN.ADIS, I�ICI RAN, SIAGE AUM ."CAT SOMIOARCRAL THA,:RCD ASH H, NMMISB.' ULD I.SNUM FRALENTLYALLS NEDIEDICAT 7 HE IS. �1 YN1.1 DECIDED AN. AXACTRUYLED El CIAIMICE .. RUB CITY OF DAPDrD LAND DORMILMENT DOLE MID FIRGREPAIG STANDARMS MATUAL ADD RIIANGE MDMjY NNILI SIPPLASALIALS, ��STRUCTf 3. STIMM AMC MATTIONIORT OARRA STAL COUROST OF MY NF -CTE DEPEBLOD PAID SNAIL 'AUL DAMPLY WIN THE CITY OF OME� ALD THE SAINT TRILS SIDAUR WATER "A"AALSES, DRAILT. b", /17 -7 .77 PAVEMENT MARKINGS & SIGNAGE Sl DIRECTONAL ARROW ('p) (�D HANDICAP PAVEMENT SYMBOLS OTYRD HANDICAP RAN �T: BE WRINE STOP BAR W/ 4 SLOP SIAS (11�) 1AVP.ENT STRIP. ('L' 1,FICE) (1) IELISKAR F1.AAA,, 36 Q8 24: 0 co SO SIDER W�I INE ISTOP) BA R F11 0 Sl THE NOICHI AwACE .... ... LOCH, RR BID B OF (10 WSUL11-MIKINT ICAl M:' I 9 9 CD UR ... I 1ECTILIC RCfl'IjRy a) THE .,I STUDIO 33 CD-) YETHR FRE DRILLING CAD SCH SOR (AI -F FAING SAIJBI / PIC HER EFTER EST BDIN COLD SCROLL SALLE-TIONENT FULART T Q.� U 'WASUAL All NAMED CRUSHOL SCURBE SHALL LAMAS TO 01 UNIFORM TRAFFIC CUTFOL DGXTT BY ME Ul INIPARTNEXT OF UVROUSTARDS, FEDERAL HICHWAY ASSINDARATER ADD HE CITY SO MORE MC. NY SITE NOTES q RALF.. AMR. 'F -k A/ 17 D'R) (84 DELMORE CARDW 13 M.T THEP R CURB Q TYE) []5] MONOLITHIC CURB AND SIDEWALD 51 FLUSH CURB AND SIDERRALS [fl CONCRETE 51DEVIALX A 3 w [-6] 7 11 DUDIPSTER ENCLOSURE SEE ARCH PLANS FOR DETAILS < Ei RETAIL D-DESTER ENCLOSURE 0 ED ARCH PLAINS FOR DETAILS w A.BGREC ASINORT ELI Lu III ASPHALT PA.ECT 00 z PROPOSED FIRE HYDRANT LB ED In IL < w PROPOSED FIRE DEPT CORNMll (MOD 20 DRAINAGE STRUCTURE. QB > n w 0 W GE) TRALIMILLAIR 1ASM 0 -AN' 0 FIRE HAIR DISPERSER CHAT, SE ARCH HAD FOR EARN All WNT ... BY US, "C'SUCART'D IS, COOMITAK W/ IT PFCC MR DFROM AT OFFIRMAR D/ DID STATION, DMITALTME W/ MIT UPS MR BEHALF SAll FIRSK IN FLASH RECEPTOR ON 23 ASTRI RENCH BILL CRT q RUCCOM ARABS DAAGCG CARMCG SRdL /�27 W EFELL .... A SDEWAM TBADI, CR -A. 30 (N& YYCO FLUIRMS A. �RURI FGHTFUTTLY RETHIS ffYBE.CA11,CR-B1I/ 18 TRI CROUSE WASHIC Z5 DjSTRESSED 90EWAV W/ DEFLATE, 18 NB I I "A"I", w 8 ICITANTS MILLARDS jp yq � 36 2 10 r .... — .. .� ] 20'LgryTpSCAP�.BUFFER S- / k 7 R15' 18 12 26 R 10' 3 24 9 I� R3' 3' 9'---i 1�'r9'I l f '-1 6 23 R3'' 4 9 3 RS 25 9, 1 R5� i8 } 3 8 16 7 2 s 1 - I 14 10 118' 4 26 8 161' '� .111 1 h 4 RIO' 9, R3 3 RS' iz s za' PARCEL 2/ P11 -NASD 1 B 1 R-5 y 4 9 , 241 {---F9' 24 SE COMMERCIAL PARCEL DEVELOPMENT NOTES PROPOSED DEVELOPMENT MIXED USE COMMERCIAL LEASEAREA 182 ACRES CURRENT ZONING= PUD -COMMERCIAL FUTURE LAND USE= COMMERCIAL MAXIMUM BUILDING HEIGHT 3 STORYI35' FT. BUILDING SEPARATION 20 FT REQUIRED PARKING SPACES MISC COM 0 SPACE PER 200 SF) l0 SPACES PROVIDED PARKING SPACES RETAIUCOMMERCIAL 103 SPACES LANDSCAPE BUFFER PROVIDED FRONT (NORTH) 20.0 FT. REAR (SOUTH) 10.0 FT. SIDE(4VEST) 20.0 FT. SIDEAsr) 20.0 FT. OPEN SPACE IMPERVIOUS AREA (ACRES) 1,49 82ND PERVIOUS AREA (ACRES) 0.33 18Yo C O la 3'5 ,._ �• 7 _ J S a 15 20 I, 26 1 15 4 20 J �I 111 $J 21 21 1 8 2 a • I. 2'P ( RETAIL I'.ItESTAL RANT 5 L 70• I BU�LDING: ',�I 10 3 - n 14,000 SF 4 14 11 1 i 12 15 14 _ 19 5 12 1 .. __ _ 1 $1 .1, R1IT T, R24' 10 R10' LOADNG ARE - R7. 12' ..:. 12 3y» 24' 3' AI R3' A 2 ,l---..I_g• 5 ^ 13 t4 R15' N 12 ` 2 18 R5 ( 5'-i-9' Rj5 3' 1 10 T9 R2 t'R3 "'LANDSCAPES 18 0 UFFER 2 �'� a CTD `TO BE DEDI D VE' V _- ••_ (D GRAPHIC SCALE ie g -- BE CONST CATED - UE OP ROOTED WITTHCN YLAKE 0c pEAVE% - - ---- _ _ — _ _ – LAM �0)R CUiEC 1. M"CARORON ANSI Or ONE ).WATER NAIIAGEN.ENi 5521 CUMMW WEI MACE AND CO.NMOS - _ _ � ®ea • —�- --- PECPEAIIUNAI IPACT(S) MILL BE PPUXDED BY 1HE fINSTNE P0.W FAM1 ANAREAS ASSUCIATIX! NE PDEREM AN DE DES ANDD PEC RANG STU.ANDARDS 11 DENTAL AN vnn n 2 ANNE D DEVELUPMFNr AWE AND EIIPXFIANc srANDAPOS M/JIVAL M'D ORANGE CWN IT UINIttS �- _ I _ •-®r �, �. ,tea. UNMWARAM W ---- ___ _ _ x sroPlwArzrz Ma ACEuu T cPrEPA sIAIL connsr Of AN DFF sre DErzrvnwl PavD xHw nu �.. ---' -- - CONPLY MIn1 NE Ctt OF UCOEE N10 IHE SA Nr JWNS PLEA WARR MAIlA4FA FNr DSIn CI. OI OIRECIONAL ARROW 2 (M) e. O2 HANDICAP PAVEMENT SYMBOLSIB (TYR) 8. O3 HANDICAP SIGx e 8. O21" "BE .1. STOP BAR W/� a 24" STOP SIGN (TYPE) g. F 0 OPAVEMENL SIRIPINC (4 NHIIF) (TTP) 8 O PEDESTAAI HAPPEN.36 Qu O2<' TILDE SHITE SIMBAR P/ 3G" $TOP SIGN (TYPE) g, 5 O )-II WACMNAL SEARS 9. O9 )-II MOI:UVUB AND GAS F:TAY 9GYA4F 4 iG MOLn-rwANT PROPANE slat 2B 9. 9. o` 6 11 IMPACT DIRECTIONAL SRI Nay 33 12 ARE LACE SOUND 8. 13 YELLOtl 6giE SIR�PINC 11 STOP SON (al -II FACING SOON /'OO NOT MAEFR SILN d' (All)FAmlo METAL IN H 15 SNLIE-TNB.'i MIXNNCNT SIGN 9 y U O ry C11111L O ♦� N h - ALL I'M"' —1— FORAGE SHALL CONFORN TD PN USE. TATON, PC�In fAND vv++ fEOwALiG111wAAo �ill$1HAlIP THE Or MOM LADC. W4 SITE NOTES SHARES RAVF. AP -A, V/ I] 2(TYP) eo< ❑j DERCTAIRE wAPNIRD 8. I3 ❑2 MOT TTPE D cuRO C) ❑J UQUOUTIIC CURB AND SIDEWALK g ❑j RUSH CURB AND SIDENNALK ❑5 CDNCREIE IID -ALK 3 8. ©7-11 DEMPSTER ENCLOSURE J SEE ARCH PIANS FOR DETAILS Q ❑RETAIL CUIRASS ENCLOSURE U SEE ARCH PLANS FOR DETAILS 8 CONCRETE PAVEMENT 4 W W ❑9 A5PHALT PAVEMENT8 ° Z U UJQ DI PROPOSED ARE LICENSE In W 11 32 4UT W 11 PROPOSED ARE DEPT CONNECTED (FDC) B. —IW J_ U) IR DRAINAGE STRUCTURE20 Q % 8. O IJ INANSFORAIER PAD C8 O U 14 LIGHT POLE / O 15 BIKE RACK 0A 15 DISPENSER CARE SEE ARCA RAN FOR OEiaa N 11 Pla VEM ASSEv&Y FOR UNDEAREMOD TRIM, COOROUAL w/ PEP PAR FOR FEARS AR S ..E le NR TRANAAR' w/ vAcNPUBO p p a 1 EXECRATE w/ VE➢ PVNS FOR DLTA'IS A/ 19 1NA1L KIDSK C91 20 TRASH RECEPTOR22 CRT Q N r w O r N 23 IIo fa i N 21 CAPES. BH a O U 22 SPED iPNLE 24 N cel zd REmPoC NESTIM GRAPHIC PMaNC SIUL 27 v AHER saP 9`GN�UP n � Coo 30 sxmmnusmtrss 25 NNEWAXINER, IN -N. IN/ (iYp) ]2108 DELECTABLE KAPROO Cg. 26 SOEWAIK CARP, CP -L W/Ig (TCP) DELECTABLE OPHINIc 8. 22 OFPRESSCO DDEWALK W/ 35 (TTP) OETAIABIES B, pa DEPRESSED S,OEWAIN w/ B (TW) DUTICHAN ze MHOUSs 0(IC) Ftlj 3/ QSR 34,000 SF \II� _. PHASE Z�I 'I m E SE COMMERCIAL PARCEL DEVELOPMENT NOTES PROPOSED DEVELOPMENT QUICK SERVICE RESTAURANT LEASEAREA 1.24 ACRES CURRENTZONING= PUD -COMMERCIAL FUTURE LAND USE= COMMERCIAL MAXIMUM BUILDING HEIGHT 3STORY135' FT, BUILDING SEPARATION 20 FT REQUIRED PARKING SPACES QSRN SPACE PER 1,000 SF) 4 SPACES PROVIDED PARKING SPACES QUICK SERVICE RESTAURANT 1 43 SPACES LANDSCAPE BUFFER PROVIDED FRONT (NORTH) 20.0 FT. HEAR (SOUTH) 10.0 I FT. SIDE (WEST) 20.0 FT. SIDE(EAST) 20.0 FT. OPEN SPACE IMPERVIOUSAREA(ACRES) 0.85 BS% PERVIOUS AREA (ACRES) 0.39 32% N C 4 E S GRAPHICe SCALE IN FENT) T mm = aD 11 OI DIRECRONAL ARROYI / (THP) e. NOIES ICMMD. CA550PATIINI O2 HANDICAP PAVEMENT SIP OLS 10 ITI) RCCMATOIAL TMDTCU .1 9E NY Hill I. RNC PROPERTY O1111.1 -- rl� — T -TIE PPVACT MDL 9E VESNNEO ANN CPN5TRVCTED N AIMMAANCE MM ME .1 DE N OCOEES AE CANDYVTTItt T CDOE ANO FIIG NEGUIC STAN 0ARD5 MANUAL AYD WF'G Ir SEG RC.IT GAIDA IXIS Jr 6 TFA MANAGEMENT CAIEAA SRALL CONSIST OF AN OFF s11 DERTRRON P.P. N1HOT MLL _-- ,�TO ME .1 RT OCME A0 SNE SNOT AVNs M. WATER MARAGEMENT .ISTNti OI DIRECRONAL ARROYI / (THP) e. O2 HANDICAP PAVEMENT SIP OLS 10 ITI) 8. O HANDICAP SIGN8. 9 6 O 24' MOE \1HITE STOP BAR Al 24' STOP 51M CYP.) 8. C F OS PAVEMENT STRIPING (q' MTHE) (11) 8 �' O PEMIRMII CROSSWALI( 36 48. O24V40E\1HITE STOP BAR A/ 6 JO' STOP SIGN (IRP H, T -R o1RExnalu srxAu 5 9. ( 1-11 MOTRYODT ADD GAS OPPIAY SIGNALE 4 6 9. TENANT VDIRD NT SIGN Z to VmN c 11 INSIST D:RmnaYAL 941 s 9' e' ix RRE CAN, sMF1uo 33 8. i] YfLLOYI Gt(1E SWiPVIG Iq 5TW SIGN (RI -I) LAURA sONH /'CO NOT BAER 51GN p DID EAONG LOAM > n CE)"ECE-IENENT MMVVEIN SIGN 9 UZ WCO�ry TO 'RA:DAL O Z - ALL TRAEHC CONTROL SIGNAGE SHALL UNIFORM ON UNIFORM III CORING, DENCES'BY INE US OB'ARI4BIT OFHATRPTTRRUV. U y Ep h FEDERAL HIGHWAY AOMI:HSTRADaY AGO THE CRY OF GONE LOC, Ny W N SITE NOTES F O CR -A W/ 1/ FY W Iz` E O9IXWA1%RADA OERCTARIE HART. (M) h J ¢ O LOCH TYPE D CURB e (THI WOWWW �} MONOLITHIC CURB AND 51DEVIALH a a 3 © RU5H CURB AND 51DEVIALK [5 CONCRETE 510E\'IAp( 3 a. ©>_11 DUMPSTER ENCLOSURE J SEE ARCH PLANS FOR DETAILS Q O RETAIL TURRETED ENCLOSURE U SEE ARCH PLANS FOR DETAILS B❑ CONCRETE PAVEI.I ENT W W c 8 C Z ❑9 ASPHALT PAVEMENT Q O Z a. O U m PRECORDS FIRE HYDRANT8O W 0 EL 32 W 11 PROPOSED FIRE DEPT CONNECnON (FCC) 8. —I J In 20 Iz DRAINAGE STRUCTURE e' W O IJ TRANSFORMER PA. 2'8 e. W (/J O Iq LIGHT POLE ' O 15 BIKE RACK CBD ❑ 2 I6 05PfTI5fA ISLAND, SHE ARCH PAT FOR DUALS 1] AIR VEHI 0.51.1 NR U11MUR0Ul1D TAR YI. - COOROtN N/ TIRE UNA, EOR DETA'IS 18 PIP COVPAf550A W/ VACUUM SIa1gH. o 11 m a COOR.RME YI/ VfP ROOTS FOR LENA 19 MAIL KIOSK26 Q CB.I 20 TRASH RECEPTER ZZWy U ED r OCT t&I tj j11 O' w i 21 GUT m AERCH Ce a o R U l 22 SPEED TAI N 81 27 2] ELECTRIC VERICUE CURNARG PARKING STALL `% G H o u P W 29 MHE£L STOP 1 . I C&0 flY14�Y6 SA 2S 9SEA. RA". CR -G. W/ 30 (Typ1 Eus1x [zs 11a CETEc1ADL[ WARUTIG C8. 26 9DEIYAIN RA\IP. CR{, W/ IB (,)DEIECIARLE RA'R:lG 8, 2T OVAESSEO 90EWAIX W/ 35 (}IPJ .Gra . 8. 26 DEPRESSED S'DEWN% W/ 8 (TRI DETEOIARLES 8. 5 28 FOULARDS P'HIT PI ■ �lIU5 FIT, U op N W E o a 5 GRAPHIC SCALE ( IN FELY ) IS ww g W W 2Efr � 0O 00 U H W F:DgW i j W WU) O O U O IWC n II rc m i N � GDDUP NFdFLINW9FM58 M9rzo I SdA/hA i.1��3�1FH p�`I�I�gU£ Lr ' � I INVIIN 149,, 0 PVC - "- INV O?�1498'P C _ i I TN I I w� — 1 0I (2) DL R c.o ; ;y} S1� ELECTRIC /. 15] 35 r� c .t J+f n i R/W LINE _1 D UNUtHG V FUEL TANKS J ....• Poo 0 ., O O+' o FUEL DISPENSE W W ISLANDS (THE) :E Z Z a :EW 4 IN IS 00 •TI i V 00 a W � LEGENDS PROPOSED 0 o ®J a <® CANaI�d •. �9 v' ' ® of _J F �4 I I PARCEL11PHASE1 Hfl O I FFE=163.50 l ,199 -- O. INV. 157.44 L .0 INV 157.66 `BJ _ S 6' PVC r 5Dft 26 01.0% MIN C.O. INV. 157.04 ..P:. -►;� FFE=163.00 ]IF -4' PVC 10511-4" P °T OR -1M1 TIRE DR -Id FlREVC U EYE � -]5G GAL i o GREASE TRAPS 156e EX. a WATER- -- IT MAIN - R/W UNE SOR-26_A, 0% MIN E% 6 RECLAIMS _ WATCH MAIN \` \ CONNECT TO EXISTNG 2' RECLAIMED BATE - \ \ SNR CONSTRUCT I' IRRIGATION METER VI/ 1 �•�__�\!�w.�r GTE. (IRRIGATION POINT OF SERVICE) 'T 4 • FIRE HYDRA ASSEMBLY ISS-. �t0 d TEE PJY"3 Yv'A ASSFIABLT ~ - -. I "5.86I CONNECT TO --- EXISTING C.O. AT Vff 6 6 PVC D II \ C-900 900 ore -19 WATER n1Am INV EL 156.)2 R j r DDCVA -g ONNECT TO E%ISTNG _ _ _-- WATER SNB. CONNECT TO E%IS 6 PVC WATER _ WATER IIAIN FUTURE CONNECT TO EXISTING 2"$-24 /YIv IN® ®.v®E%SIM N ' WATER SB CONSTRUCT 1 EX. INV METER WE` Y BEP CAS STATION FIRE ROW CALCULATIONS (REF. NFPA L LATEST ED.) RNWINC NFE=BUMRG PS II (B)RUWNG ARCAsso 4LABEL 18.4.5.1.210500 GPH.]5R REOUCTON FCR fiY5 G.P.N.PER CITY OF OCOEE IRED fl0 rtOWNUML OF H10RAN15 P2 UnUTY N07S: 1. REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LANE DEVELOPMENT CODE. AND CITY DETAILS. NOTE THAT THE MOST STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS SET FORTH IN GTE GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY) SHOULD BE FOLLOWED. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER NOTFICATION OF INSPECTING AUTHORITIES BEFORE AND DURING CONSTRUCTOR. 3. FOR ALL UTOTY INFORMATION WITHIN 5' OF THE BUILDING. REFER TO ARCHITECTURAL PLANS. THE CONTRACTOR SHALL COORDINATE LOIN THE BUILDING CONSTRUCTION AND ADJUST RNAL CONNECTION POINTS FOR CAME TINES, CLEANOUT LOCATIONS. ROOF DRAINS. ETC. SUCH THAT ALL BUILDINGS ARE SERVED TO THE SAT5FACTON OF TILE BUILDING ARCHITECT. 4. ALL SANITARY SEWER MAINS AND SERVICE LATERALS SHALL BE POLYVINYL CHLORIDE (PVC), ASTM D-3034, SOR-26, UNLESS OTHERWISE SOME, 5. ALL VALVE BOXES TO BE CONSTRUCTED PER CITY OF OCOEE STANDARD OFFAIL. POTABLE WATER DEMANDS, 3,420 GAL/oar SEWER DEMANDS: 3,420 GAL/DAT IRRIGATION DEMANDS: 4.098 GAL/DAT (2 WATERING DAYS PER WEEK) ALL UTIJTES LOCATED OUTSIDE PUBLIC RICHT-OF-W/AYS AND PUBLIC EA5EMENT5 SHALL BE PRIVATELY OWNED AND MAINTAINED. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER, AND RECLAIMED WATER LINES. -11 Ito As-lil 757p J Q U W W :E Z Z :EW 3 00 00 a W � LEGENDS PROPOSED 0 Q W P:CREASE SNIITPRY NEED & NANHU1 —SS-!} _J F TRAP 00 > LI£ANWI �CO. W O W ECRfE MNX �T O RECLAIM WA1FR RO PCE RYI— YIAIEN MANI Xyl— O RRL FIRING Y WCVA ®® BID YIAIER NEER RANELOry PREUXIIW DEVOE(BEP) CATS VOW M.L. DRAYIAGE SGUILUK ® n SIWNYIAER PIPE Q O U O U EWNSFWVER Q o �AN. �KI, N E BUS N[55 N0. 32108 GRAPHIC° SCALE 6. ( IN I DPG zo a �..-..,�.....,,,..,. ,.�.... N a .► �' •I, I• .d Tl L,v2io. �... HOSE BIB AT FACE OF BUILDING PARCEL V (CHASE 1 '•�" � L ll I RETAIL/RESTAURANT I PE WATER BUfLDI{.YG LINE " FIRE UNE SERVICE / LLL�r a 14,000 SF c NNfenoN d AS SERVICE VIRE GREASE arvomr � aav ) ( GO NOERGft0UN0 ///I6NV EL i60.G0 //-TELEPHONE/CO �� (TTP FOR ALL) CONDUI H 58 P -' {p GD--\50— OR-26 MIN "moi+R, 1,25=GAL. CREASE TR AF✓ 3 & CONNECT _TUG -8^ pMG ® 0'402 —, 8" SNB 0 INV. I I I I SDR -25 0I MIN UNDERGROUND ELECTRIC IPLANETSCApE W/ 4" CONDUIT •v'•+..._ CONDUIT F 6 26LF-6" PVC SDR -26 01.0% LIN a i r I� IRE DEPARTMENT CONNECTOR (FOC) VW RE :�aV... HYDRANT ASSEMBLY E V TRAI q IROCA' 1 TELECO I I I L � I PE WATER' L PVC ®0 4U2 HOSE g1p A}J 10 UTUTY EASEMENT 1 ELECTRICAL / DUKE SANITARY SEYIER M1IANHOLE -- -._. RIN fL 160.8] INV. ELJ5472 (E) - -- - - 2ND AVENUE BY. IE -154A2 (W) /-6 RECLAIM WATERMAIN RETAIL/RESTAURANT FIRE ROW CALCULATIONS (PFF. NFPA 1. 1 ATFST Fal BUILDING ME HYPE II (B) 7 OORDINATE 1l/ GAS •,- _-_ --- - 2,500 GP.IA. SER NCE PROVIDER EOR I - I-. SII EINE --RW— TE IN IN FORMA TON —SIM ORE IIGSQN FUTURE SS MANHOLE ELECTRICAL _ _. _. 5-24 -- _. TRANSFORMER -- "^ _ E%. RIM: 162,05 E%. INV OUT.153J8 6" PVC - _ SEE ENLAHG - DETAIL THIS SHE ®e•�.• �.__� REGIOD, ® -_- RECLAIM 1N STURVWARC PIPE SERVICE / 4 CONDUIT �9 --- CONDUIT F 6 26LF-6" PVC SDR -26 01.0% LIN a i r I� IRE DEPARTMENT CONNECTOR (FOC) VW RE :�aV... HYDRANT ASSEMBLY E V TRAI q IROCA' 1 TELECO I I I L � I PE WATER' L PVC ®0 4U2 HOSE g1p A}J 10 UTUTY EASEMENT 1 ELECTRICAL / DUKE SANITARY SEYIER M1IANHOLE -- -._. RIN fL 160.8] INV. ELJ5472 (E) - -- - - 2ND AVENUE BY. IE -154A2 (W) /-6 RECLAIM WATERMAIN RETAIL/RESTAURANT FIRE ROW CALCULATIONS (PFF. NFPA 1. 1 ATFST Fal BUILDING ME HYPE II (B) BGI WIY.G AflEP I4MRA EF TPBLE 10.451.2 OHF 2,500 GP.IA. 75% REDUC➢ON FCR AUTOMATE SPRINRIERS = 625 G.P.M. PER tltt OF OCOEE CODE, MIN, 2,000 GPM REWIRED THE ROW NUM. OF HYDRANTS PER TABLE E3. 2 II 1rn (9) 1 1/2" PE WATER 1 11 (9) 3/6"METE I. .. 1 I" BEP slow" METER Yl/ 1- BFP 1 r J `REMOVE CAP & -REMOVE CAP & -'- REMOVE CPP & CONNECT TO E%. CONNECT TO EX = _ -_ CONNECT i0 EX. E%.8 WA 2R1YIA SNB -8'YM SNB _6"WM SITE -- i -EC 2' RECLAIMED WATER MAIN ENLARGED VIEW — WM CONNECTION r=10' IJ_n LS` NOBS' I. PETER TO ME CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOP IAENT CODE, AND CITY DETAILS. NOTE THAT ME MOST STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS SET FORTH IN TIE THE NOTES (AS DETERMINED BY ME ENGINEER OF RECORD OR ME CITY) SHOULD BE FOLLOWED, 2. WE CONTRACTOR IS RESPONSIBLE FOR ME PROPER NOTIFICATION OF INSPECTNG AUTHORITIES BEFORE AND DURING CONSTRUCTOR. 3. FOR ALL UTILITY INFORMATON MTHIN 5' OF NE BUILDING, REFER TO ARCHITECTURAL PLANS. ME CONTRACTOR SHALL COORDINATE XITH ME FUNDING CONSTRUCTOR AND ADJUST FINAL CONNECTION POINTS FOR SERVICE ONES, CLEANOUT LOCATONS. ROOF DEANS, ETC. SUCH MAT ALL BUILDINGS ARE SERVED TO ME SAnSFACTON OF TIE BUILDING ARCHITECT. 4. ALL SANITARY SEWER MANS AND SERVICE LATERALS SHALL BE POLYVINYL CHLORIDE (PVC). AST.1 D-3034, SOR-26, UNLESS OTHERWISE NOTED. 5. ALL VALVE BOXES TO BE CONSTRUCTED PER CITY OF OCOEE STANDARD BEFALL. POTABLE WATER DEMANDS: .3.420 GAL/DAY REVVED DEMANDS: 3.420 GAL/DAY IRRIGATION DEMANDS: 'GAS CAL/DAT (2 WATERING DAYS PER OPEN ALL STUDIES LOCATED OUTSIDE PUBLIC RIGHT-OF-WAYS AND PUBUC EASEMENTS SHALL BE PRIVATELY OYNED AND MAINTAINED. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER. AND RECLAIMED WATER UNES. LEGENDS PROPOSED EMM RY YMER 6 HAIIHOLE sS-o-- 4fl EASE (FAP O O 0.EANWT Go.. FORM MA91 FM— REEW4ED WATER SEANCE --RW— WARR MAIN —SIM ORE IIGSQN RAM �® FDC IATA ME. RACRROW PRElf11110G DEVIL RUT) —Q - GAT VALVE REGIOD, N EEAGE SPIUCNRE STURVWARC PIPE 91E TIMING �9 N S h W E a S GRAPHIC SCALE IN I-, = 20 IL J Q LY ELI W Z Z Of 3 �0 a U U W gw J J_ F=- LU 0 LU 0 O U O 1101[ n ( O w o N Namw o A U � a N a��ouWO.N�� ARYN I 3 9 P 5� d d g� B N tr 1YF E WA s S GRAPHIC SCALE IN FSCT I 1 W,h = 90 Iljjy(/ Rgo 1 SYMBOLS LEGEND 15012' _� CL ® aEsl mcv 162.98 II wrrt <,s<�snr wru•s�o E r,s, osa Sr..n,,�•s„w,Fnaefies rcw�rrmxam mnwn. ¢ N �rrts�,a � v oM onms r.�w..srr<rsno,.nmm,vEs�.nr,�xzmrsmsn w.,.Eare. wv..�re,wo Cnrrntomw�.waEswnoFww,n.nr«rMo nxv�.r.oxr,ms: rw.wr� � �. O _ F -i M1 ZV I .mrF,nnurx �yW.��p EZn Iur�eouKrtorrrm�rsm�erx arxwuu�nscvznrw�ir,�v.5. nrvrnmimr�i�re9�wr.�an�o� N'N^ z J J •R ,Eu.v muorvuan,anna.zew.u�r:mEo w,rr.Ez,rF,wcmrRwmnrrrn y O d SYMBOLS LEGEND ' 'Trr ® aEsl mcv (COUNT RICH F WA I) ROAD -- �. 6159 _" �. 156 161, -mjWs� • 1 .r ,� 1Ep�T�-, _. X __ _1612��N� _ �••�.. X�rLE.6 ; ChY :, 159,56 't 159.33, ' , 160,31 169.56 I, 159.27 ,15905 16OU5 m 160.12 160.55 16051 CONSTRUCTION EXIT, PER DETAIL SHEET C-6.1 160.65 — — j — SILT FENCE, PER DETAIL SHEET C-6.1 I^ I 161,09 SILT FENCE, PER DETAIL SHEET C-6.1 162.23 x 161,54 161,91 GENERAL NOTES ;ii ouF iioN'Mw'w�h�orsi'I�wriaE:+:al`Ahowl`m <ar:>Eacr orlac�n:lm rt wm�EnxI ,....�nA."1°,I�E .me'A.o cm . f 'Trr 162.98 II wrrt <,s<�snr wru•s�o E r,s, osa Sr..n,,�•s„w,Fnaefies rcw�rrmxam mnwn. ¢ N �rrts�,a � v oM onms r.�w..srr<rsno,.nmm,vEs�.nr,�xzmrsmsn w.,.Eare. wv..�re,wo Cnrrntomw�.waEswnoFww,n.nr«rMo nxv�.r.oxr,ms: rw.wr� � �. O _ F -i M1 ZV I .mrF,nnurx �yW.��p EZn Iur�eouKrtorrrm�rsm�erx arxwuu�nscvznrw�ir,�v.5. nrvrnmimr�i�re9�wr.�an�o� N'N^ z J J •R ,Eu.v muorvuan,anna.zew.u�r:mEo w,rr.Ez,rF,wcmrRwmnrrrn y O d pon,momrwvavxrr�wur.Ervrts (.) 0 a z � Lu F-- w 11 co, gW w H �Z MAINIEHPNCE w �w f 'Trr 162.98 II {I 160.69 .:161.19 <,s<�snr wru•s�o E r,s, osa Sr..n,,�•s„w,Fnaefies rcw�rrmxam mnwn. ¢ Z 16162 1.,: I, ','zaunue E,Sa„r.s u � ar O wa<w,ra,n.a.,.� rnr�u erw.xmuxwenmm.r�rris6m®,n xxrw.z �m:x.,r,mw,u w LU Z 161.9 III I n'E ovrmEcw+mrGnw rxm.Kese: cx arrcv soEvxu c z J J •R O O O d (.) 0 a z � Lu F-- w 11 co, gW w H �Z w �w 5: 7 161.87 r_ n 161.9E I s. O w � IL 0 a I� O y 0 16209 r II �Jq razuam,mns. 16283 Q laz sa� It cONSTRTO OCIED INTICNYIOH`�OEE 'Trr _. _ LAKqE;YOOD {I 160.69 .:161.19 i ////, _ _5 ;I - __ __- .. �. �� _�._ •R DEVELOPER I OWNER SITE OPERATOR I GENERAL CONTRACTOR: NMIE SUPERINTENDENT: NAh1E SOIL EROSION I SEDIMENTATION CONTROL OPERATION TIME SCHEDULE JF MAMJJASONOJF IAA CONSIPVCIIOH 9EVOENCE p E g P q V V V E C O E q E p P W1LN SILT FENCE SILT FENCE EROSION CONTROL NOTES PRGaoseD INLET — OPEN RISER SID KK DURING LSUB-CONTMTORSSNLLR RIGNTHE 6ITREST.IREVEN MCTORAND - -� DITCH - ❑ DITCH PULING-CONTRAESOFCONSTRUCTION HE SITE GENERAL E E ALCONRAC TEMP. DRAIN _ _ ERO610N OF SOILS DOE TO THE ACTION OF THE WATER AND WIND. THE CURB & z CONTRACTS SHALL USE THE FOLLOWING MEASURES TO ACCOMPLISH THIS CURB & GUiIBA F CUiffiR ROCK BAGS DB/ECTIVE. ROCK BAGS $ A SURFACE PROTECTION 1, CL SPRING SHALL BE UMMEG 6D AS TO EXPOSE THE SMALLEST 11 PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET POSSIBLE AflEA OF LAND FOR THE SHORTEST POSSIBLE TIME, m 111 IT iym A.. B, EXPOSRE A ED PREM SHALL BE IMMEDIATELY GRAOEDAND PRO- A CAR,GAR. SO PC Soo,SEE'„SMUCH, CROMETCH,LEPEo�SITCEEPER. a ESTwo.�S.EOX�w� PROTECTION AROUND INLETS OR SIMILAR STRUCTURES NEWLY GRADEU CHANNELS OR STEEP SLOPES WILL REQUIRE THE USE OF FIBROUS MATTING, NETTING OF SEEDED AND MULCHED AREAS, OR THE 6TAMING OR SHINGLING OF SOD WHILE _ VEGETATION IS 0ECOMING ESTABLISHED J I ~'��[ Q® r+u w 1 _ SERTA I v` ci v/jam,( // A� sirs. . ws N 0 B. RUN-OFF CONTROL 1.LONGAND/OR STEEP SLOPES WILL REQUIRE CONTOUR BENCHING I Vrswuu Ea[iuus. a �^^^' scwr"wn w9wl5s G AND FURROWING, OR BERMS TO REDUCE RUN-OFF VELOCITIES. m"nnw A, ma� C e SYNTHETIC HAY BALE PLAN VIEW `max E a'— p sMCUB / .'ma PLAN G SEDIMENTTRAPPING L THE TRPPPINO OF ERODED PARTICLESVYILL BE ACCOMPLISHED �/ MCAVABY THE ONTEAT. BERMS, RUNOSEDIMEM BASINS. A� '+BI EXCAVATION TEATS. OFRUN-OFF 6TANED SYNTHETIC HAY BALES, OR wa.uo FLOATING SILT CURTAINS GT CUM_ NOIEs. 2 THE PROPOSED RETENTION AND/OR DETENTION POND(S)ALONGARE— irs wwxu wwsars ELEYASl4ll 'MTH MY ENVIRONMENTAL BERM(SMREAR TARO SWALERG SHALL ry IVT - F.. MOND BOO, m � rvv. A� ElEY9Il9Y < BE OCNSTRUCTED FIRST. THE PONDI6f AND OUTFALL 3TRUCT- w.vnert uu u"wva 1 TYPE ppx WN URESO MUST BE COMPLETEAND OPERATIONAL PRIOR TO THE �! 'T'< U oh PIACIAMENT OF MYIM PERVIOUS SURFACE. CCA— 1. ACERARGS CB- . CAEACAA .1 3.TRAPPING DEVICESSHALL BE PERIODICALLY INSPECTED DURING nvaeuluw rnr,+ urs B �JI_ DRY PERIODS AND AFTER EACH RAINFALL EVENT BY THE SITE srrwm wrtxce u� G s ma�Jl— O oU CONTRACTOR.TRAPPINGOEVICE65HALLBEREPIACEDIF w+w+a ABS, xss BEAR sirevso. P� + FlFvnnfla Ci py y m^ r� Ern FEET [NED TORE INCAPABLE OF PERFORMINGINTENDED "rs smme m+v wu¢avC�m um n&+.vx TYPE I Md F+ �" 'rs N.� FUNCTION OF SEDIMENTTNNPING. ^'°°^r s� O 3'n O. TRAP PING DEVICES SIVALL REMAIN IN PLACE UNTIL A VEGET0. vaE F N CAR 2ze TIVE COVER HAS ESTABLISHED 6UFFILIEMLT T06TABILIL[ Qw FY THE SOILS AND PREVENT EROSION. NF1 FxAPOvu vcwEYl¢AnmRA-1 W m¢ SYNTHETIC HAY SALE ELEVATION VIEW ' 9°5'm"'""":aa'a` '� D. SOIL MOISTURE I.THE CONTRACTOR SHALL HAVE AVAIlESLE ON THE CONSTRUCTION Ai IDE OTsoPF - Q SITEA WATER SOURCE CAPABLE OFAPPLYING WATER TO DRY Ew05ED SOIL IN ORDER To RREVEnrWIND EROSION. THE pARRIERS FOR FILL SLOPES BARRIERS FOR UNPAVED DITCHES APPLICATION RATE AND MANNER SHALL BE SUCH THAT SOIL Q MOISTURE IS ATTAINED AND NO SURFACE RUNAFF IS CREATED BARRIERS LAYOUT DETAIL E RESPONSIBILITY LTHECONTRACTOR SHALL BE HELORE6PONSIBLE UNTILTHECERTIFICATE .1 TO OF COMPLETION IS ISSUED. AFTER THAT. THE OWNER WILL BE RESPONSIBLE FOR MAINTENANCE OF THE 6TORMWATER COLLECTION D ANRETENTION SYSTEM, GICECORR RATED STEEL PANELS T 0 E5 IDOCIARY SIBERIA HARRI[ aCTMmEEsw�xp v.. [ouvP[r[o W lgax Q M, — CBS, ru'[E 51.11 1. OR5 spavEm R°rPTE eom v°5rs°Pr L rx USES)IT STonE U J CONSTRUCTION SEQUENCE —�SABROBASEASS d Are EAsgI[ PATERNALl. °b • e • , eg 6 Lu W Lu F 1. SETUP ONSITE PRE-CONSTRUCTION CONFERENCE WITH CITUCCONTY & ENGINEER. s � 0 2. INSTALL SILT FENCE, INLET PROTECTION. SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, ISSECTON OF RUNOFF WATERS vgmlm O� J AND OTHER MFASNRESg6 SHOWN ON PUW6, CLFARINGONLY AS NECESSARY TO INSTALL THESE DEVICES. 1 l 1 i ON B-B U U O 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY AWINTAIN A0. EROSION CONTROL CEVICESAND 6TRUCTIRES, /— ..NO um ¢uxviw gocx �� CONTACT CYCORP ENGINEERINGIFADDRIONPLMEASURESARE REQUIRED DUE TO SITE SPECIFIC CONDITIONS. V Io IT.. wiCm _� C. STABILIZE SUE AS AREAS ARE BROUGHTTO FINISHED GRADE [ VPTE TO wRCOR sis[L Q z 5, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CRY/COUNTY s[EP� ,A. AS � �vPIxiELs J W C) J U AND THE WATER MANAGEMENT DISTRICT. AND PIPGE6CRItERIA ,ITS A I'— SS_"ATTACHMENT DETAIL �} SECTION C-C SEAT TVP 5 Z tPVHa O U) I IVVo-1 O ,P: ap° Yt` O BJ ry®mACCEEA,` 1-1 wmwr rux v[zI swral !� V TICAL gPgS m (I[�9EE STgIE� VrT AA UP qU. PmT / aewuwsr mvA[�m� M ) EVIiZXi �Oj xvVy / /� mss mean v uae N SVmP Ixe��p / /— r� `�:'Iw'm•mm�•r"ia� 71. ¢ SLavm'¢iim� T.—IRS X —� TO Sw PLAN I� E_ERSP cE T vF TYPICAL CORRUGATED Q ¢ o / /,;; "^,a,am",`m"v a+"w TEMPORARY CONSTRUCTION ENTRANCE (TYPE 21 STEEL PANEL DETAIL p i Lp / e�iwv �vl Mss �siV wn+iiely 10.-1 SI I '" Z '" U �Sim '�"�[°.. n. mal o mNliLLBL B� velsv ry ra0 �PoS. �w— ' 61� a. —.— I.V 1ENEC— w"ASAPava AR AA— - " VOflHIXHflli6 5ma [wwu"rt —1.11a1 m¢x .HPNxSRlB ry "'rt umv rsMow e[v[nvOR wm rvv ""rs'arra¢m mmyerw+m mw�mevm gsvm a+rors Ivl BUSINESS x0. SE'E. RLI PE PLAN ELEVATION <w. [wmowS mw.A„ss.a."olo rtxoaa. SEDIMENT TRAPPING SUML JUN70 P BRATH RTA R TAC aLoo.. T A.PM flwrt. SILT FENCE INSTALLAPON STAKED TURBIDITY BARRIER CONSTRUCTION EXIT W/ RUMBLE PLATE u BRAD \, 161.36 I F 02 @1611 v % — 1 / I'`CON C Or jl/ 04�, Iv`r RD p cli /)+I)jUrl-u„ l�/ �� /, �•�Y-_C _ _ __- f � - I�' Z ��/''^ F`''ly �� i � - _., 5 5 � � � •� � ���1, _ 1 - __ - - __ � ..._ — t� �- ^/_ FCRR . � \' Wi-tF5 �'/ s wPJ s. s, z°.sa re❑ld 5y3 f T.:t+ ¢ ", , s, .� s�,h 5 5 5, x.. _, rs ="4''. zIL , i/44 .:SEg s ,. s s s.s s , WE7 x 2 s s, 59ARDEL E"O..PHASE] �'� B / .. ♦ x.,/ s zr 5 s . s 5 , sa s o 5 : , s s., s . a. i� aAQSR±4,000 SF PHASEz1 �5. .. TELEVEN 4,650 SF .RETAIL/ REBTAIYRANT 5 1 1 s C s BUILDING 1 14.000 SF c T� r° _ O1W r •� y s ,., x. y o x . , 5 1 s x s-, s s � �. s.^ s. I _ \ 1, Cl,�.,�;,i.i,i t, p,,; 2ND -f A 1'c TO 9EDC ryLEDICATFr,~VENUE -- - - — —, < mu �1J_ , p - ENT BUILBUILT AN TALI (ASSUMED) CLUSHOBUILT AS WTALL -G BVILTAS22'TELL(ASSUMED) -LUMINAIRMINPUR E ROUND 6AS CONVERTED FOR LEGIBILITY THE LOCATIONS W AS CONVERTEDFROM APDT INTO WDRgNG DWG FILE MAKING ALL LVMINNRE 4 LOLgTIONSANDVALUES TO BE coNSIDEREDPPPRDXIMATE 4 Y i b a{ IE OCOEE KELVOOn--- Laminalre Schedule r O O r 0 Symbol Dry Label A S, am,Ut Lam. Lumens LLF Oescnpfio0 Filename 11 R SINGLE 12525 V1iR4 0.900 -6 ALE❑3T150-(TYPE 111) 11119623-A1.ED3T150.Ies 6 C SINGLE 14349 9-00 ALE04T150-(TYPE IV) 11179529-ALED,IT150.ies 10 ❑ BACK-OACK _j4349 D.900 ALED4T150-(TYPE IV)2@180 111]9629-ALED4T150.Ies 5 IF— BACK-BAOK 12526 0.900 ALED3T150-HYPEIIQY@180 1679523-ALED3T150.ies Q 67 G SINGLE 2899 0.9G0 SLIM26 SLIM26.ies Galcula8an Summary Label CelcType ❑nils Avg Max Min AvglMin mewmin Description CENTRAL PARKING Illeminance Fc 2.45 9.2 0.5 4.90 18.40 teadings taken at grade DOG RUN Illuminance Fc 2.60 T.2 0.4 6.50 16.00 readings taken at grade -or-ST —pARHNG Illuminance Fc 2.42 -K! —3 0.3 8.07 41.00 reatlings taken at grade ENTRY Illuminance Fc 1.80 5.8 0.1 -0.3 16.00 58.00 readings taken at gratle -WESTPARKING Illuminance Fc 2.30 11A ].6l 36.67 teadings taken al gratle TARGETING: -❑GHT LEVELS FOR SITE TO BE BETWEEN 1FC-4FC AVERAGE 11 HIM, p�p it T p Qw) W N 3Ao oZ� '272 a.v ALLE'i 'J m'sM neos'nwdrsu1b NOTES' a°a a<sEs ,o eE nsru,m J 0 SITE LIGHTING POLE AND BASE ELI Z 13 - or: o. U OELI O W J W O J :E O W O 0_ WO U W H O W r O O r 0 C. I n o m U N �GBGGP �a�9gY1an6 k w $ easwEss xo. alae S GRAPHIC SCALE V1iR4 I IN PEST) Ve 11 VIPER L STRIKE NRPIE�iS°tCwISCLPE PIIM: Slte'irVi[1 ���� SPECIFICATION5 filet CPA Clryucily 32' 7' 160mph 3 sec. 9.9 'Al.. U,h. 51,ee01h Slrind fift Clncrelc Pole W l,h1(1b) 3,5000 0.5" Diameter a oz .v.yvrvc.vxn w 270 kei ox I tlmE r u a e.um. v, ue.0 � u s 0 '...- -.. .. .. zAm..a ... I K n. .. rs.�.. �. ...c. .Ts '.. SYbmi118tl 08:0[18. R111q 25 InYax Page zt r e. �nxwPml•� yrs rnwx y saw •-mr e "Drawing Not to Scale•• WHERE NEEDED CONTRACTOR TO ADD CONCRETE RARE AS DEPICTED IN "FICAL BURIAL DETAIL, AND SHALL CUT New 2 112• x E- HAND NOLs a N' -o^ 2-318" x 6- G GEI V. Tenon r: I qi I iii 111, F II SII I I I P11c D.A. Rurlol Depth Wind ",,W filet CPA Clryucily 32' 7' 160mph 3 sec. 9.9 'Al.. U,h. 51,ee01h Slrind fift Clncrelc Pole W l,h1(1b) 3,5000 0.5" Diameter 6,500psi 1,900 270 kei ox I tlmE r 1 2 X" x 5" Pole / 31x51, Core Hand Holo mmE NYmber: r- VPLABL g95JK/BW W -A FINISH Type: .'.1 Lug Bolt X5'8" qob Name: ®' nssowres K rYusaemurpuunan Internally Bonded to ®asq^RM n wArlar. VIPER L ox I tlmE r u a e.um. v, ue.0 � u s 0 '...- -.. .. .. zAm..a ... I K n. .. rs.�.. �. ...c. .Ts '.. SYbmi118tl 08:0[18. R111q 25 InYax Page 1 2 X" x 5" Pole / 31x51, Core Hand Holo 518" Ground Entry Hole 08'6" Lug Bolt X5'8" "'Ground Lug Internally Bonded to Prestressing Cables enon" and Tenon-- Pole Base Pole Tip 7.21' • T 611 • =0.5" Diameter 2701, Low RelaR Coble Q_ W U W W W In 2z J a 0U U W W l— 0 (5 W) U gW >:D 75; LU WO o O o U = O a - z o I9 i Ift O o r m 0 �r�GflflflP uxatmc uavcn S _ ` l r: U.. 1 I In 1 1 I I'N -IS w oETs UR S I (125 F) Cx ) (LS ID EI me" I NEAR Nnµ V(9.5 NES HOr POLI SEAL 1 "STOP' BAR r0 BC PUCW 6 FROM COGS MIP. NAT UNLESS MEAN O N.ARW BE F OF E r• r; 1 1 K IPA4FL WAY 9pEWA1% (Y£PW!) lµ' Pm Fr ACRE �I/z Y PAYFVNT \ 6 6'IMUNME,AHEIANYT,E. 9JBlAAOE - y s BIKE RACK: PIE PARK CATALOG 4 BIKE RACK. - COLOR BRONZE HTW: //VAMMIEPARKCATALOG.CBM /ARCHIECIDRAL-BIKE-RACKS upx Va xirn / PMN.M"r nxml M ° N,..T zmua-IT MAN IRAVUBEOLwErt anw vRuwv[O tax! num m nu uem a C wC ..1EAw 1 8Oi AK _ W NO NO LIGHT DUTY R. WB ( M ASPHALT PAVEMENT GSE A T ISCL MAK BRT AEWHE B1�Is" 10' TO PER 4A SmvMIW O CEYFNi 7" CLAN ( ) 5¢ SIPVCNPAL PLANS i GE,,WYNµN . GUBpL,OE CUN Ou10E BB 4EO2W CAL ta PON, UNNOBIBE OMa1M11O RECduw HEAVY DUTY CONCRETE PAVEMENT .' 1/0"iO0LE0 RApIUS JON!DEPTH ON PLL M.ES MATERIAL PIJJSION I/z" EXPANSION JOINT NOTE: SAn DEC JOINS I(1 smEwax a s o Dc I/a D 1/4 ,D = .� ~ THICKNESS SAW JOINT WITHIN 12 HRS BUT NOT LESS MAN 4 HRS AFTER CONCRETE PLACEMEN! 9 A 'SNP' BAY SHALL BE 26" M EE NID 12' LACE LONG M AS 9MX•1 .1. BErIENI0au0 Pani. (SEE ELAN EX' CW LOCAnONs) o F O MONOLITHIC CURB M SIDEWALK DETAIL (],5p0 PS Iulx)) NTS* 2. B, Y-9' i.. I t h ll TRAFFIC PAINT (NPICAL) O BIKE RACK N1S 0 D 12 12' F { 1 O CONCRETE SIDEWALK O PAVEMENT DETAILS (See PC (HIND NTS NTS BIT NO1E: INSTALL 1" TOLD 4 IDEA CONCRETE ALLEGES SEC ON '�'s RAgUS 011 ALL EYPOSEO p PI1. EU_ METED AS SHONY dl 1:12 MA% } BEMYOIIp REAMS CUPS NET" RAVE �' LUPE ( ) Ca1CRETE fLV91 �n�.... MIH PAYFNFNI`V PAVFMEIIr CLON A -A MORMUNCIC CO:ICPEIESEENOTEBRAUP 1:12 NA% NAX%LAY MVP (.M1T0 P51) "' L CIXISIRUCT RAMP i0 POS9BIL SLOPE (MAX = T:Tz). NDEG AIDE W RAUP p11OLANDI11G MAIL HOT FAULT Os SAWED CONSTRUCTION JOINT NTS 13 It11ERi1AlIIXIN. SYMBOL Of AfCFSS (SEE MOTE 5) LIE BACKGROUND LAED PFIA9t ML ]/B' Ha£5 HHH NOTES DNII£n a1 NpAI W MLL I' CflI1FR NLL IEIGM NI NETPL TLYD III POST, (MUNE AD 5/111/4'DINERS BOLLS, lOP PNU BCT1gA OF SCM) =P NEIALRUSTASK A-499 FRESH So OEM FIN. GRA=D=E \` `\ .\\ \\: ] 1/0 5/B' O STOP BAR W/ SIGNAGE NTS NOTES: L ONE (I) SIGN HEADER FOR EACH PARING SPALL z. METAL POST TO BE LALVAI'ItED, ALL BUTS NUTS OFFERS AND SOMAS LUST BE AUSTROM.. 3. MOUNTED FOR CW➢Ac 91ALL BE POi11AN0 CEMENT Nlp WAVE, A AINIMUM calPRfmrc smfnG>x aF zppD P.s.L 4. 5615 NLL ESE TABAILAIM BY USNG SWEE AC COAPYG IN 1ME SYJBCI,a MESSAGE PILO BORDFA MPNE➢ TO A 91E£T PWV XVM BAC'mNG (.ONO) III MESSAGE BETTERING 91ALL BE EYES CASE (NHNE)OzNES 0) 2' HIGH MO2ACCORDANCE WHEN MANUAL CE WOUG M PREFIX IGNANY DENCES. 6. ME SYYOa IS CARICION) Cf MX B➢IFN1S A NNITEMHEIlCNPIAnWNE NHOU 9NULD ALWAYS FACE 2GH1 ( ) CN A SWAPE OR jN5,WI1O, INnnxABP'IPL BLUE AY LUOfl (6(0. SID. 595e. COLOR 615180 Y. slGl POSE DEAL BE MW. 1' REAq iAO11 BACK OF YrHftt STOP W GIPS. 8, WHOPACTLET ALL NNIY EXE AMOUNT NIM USUAL ORUI UI H U z 2 ,�LA�WPRz ,W ^Ty rPAYADASMA13J(111511) a O W n � M NIi E N HBE I LItl 1 �t NaC 3 LONG. O TRAFFIC DIRECTIONAL ARROWS * ME ELEMENT RE UTAB FCH 9CNALC PEWIREUBIR FP (}) fi' MHIIE [NEMQ'IS S' g EWALLY °BALED PER AISM N•dliE HPt1OCPP SYNBCL p iT (]' OR 5 N1GN) Nx11E 4' SLIDE 5• $q plAll IF HIS" 535" QSW 3 w HITE'm EM Fs Im m 5.�~-� Z, 5 i 1`1 O 6 SIDE WALK HANDICAP RAMP WW PS (MNl.) fWGETL Nom* WINE PATIFAY OF D'BE III-DEE WLE OF NInI DIPFCIIp'I OF WAVIl DELECTABLE WAANIAL T. CURB RAMP PUIIYIIC 9.CPES SIAM NOT BE s1EF➢FA MALI 1:12 AND N CROSS SLOPE MALL BE 0,02 IXi INLINE. N 2 UEIECTPOIE WPRIIII6 SIfliACES $HAIL BE CIXISMUCEFL BY i%NRItIG /1PIMCAIEO WVE OR APPLYING A TRUNCATED DOVE MALFPIAL DI CONEOAMANCE MIM ME U.S -/ LFI DELP'L) pEPARMBIi OF ASIDE ADA, SLAND4RO5 FOR ACCE59BIE pE51G1 AD 0. LJ ACCEMBIUTY W DMHES SEEMED 4192. iHES"C 1 SLOPES PPE BUT TO O O O IIAVf DETECTABLE WARNINGS, CUBIC NRB 3 MBUTE T CUPS RAUP IS CONSTRUCTED NIMIN AN T OWN a Q O p ANA OJIN PDED 1 THE M. ME fJONT WHY OR CUR AND WILER SIIPLL BE TEM 0Vf0 TO THE EMBER JO'Nr I D' H D P CURB MAD TMSWEB OR NO MEMBER RIT SDO CC AR OR CURB AID W INV PLAN VIEW TO ME ..ITT BEYOND ISTARN 5 LOG ME FACED Sp AME SHALL BE flFNNOTE TO ME NFARESi JPYT BEYOND ME MAN9nO15LLPE WAIN AAWND OR TO ML fxmrt MAT no REeux xc sfcnnl OF sDElIA1N Is TLs n1Ar1 s. D9' H MORE ADJACENT BANNING SURFACES SPE CMMF11 OR APE CIXSMCCIFf1 r MM MPIERIALS OFTEN MAN STAN VW GA41 FUNDS" GAAB CONGCIE IN ACCORUNUE MIM MOUTH SO U ME 9'EOn5Ana5. ME PLAN MUSE ��—�{IIIIELAAL WVE THEM FOR DEIECTAUIE BdNINNO NAFACE CMCR1 OR Ng.MS THAT PROYDE DIE NEC BRADY EFFORT, BMSA DMK-av-uLxr CN HERB SMEARS (sgrttr rEuon m BPIW PED) * Nom* Mnu BO1� TO FELT g PES 1 BAO(WM➢ R ® IEIavS M1w BIXOEfl B.I. STEEL POST R119IED G9ALE -1 1 I(jl pp - 1 ` r' 1 I I/z'eIT. E%P. ;. r n Jom (IW 7 ICA POST s HANDICAP SIGN METAL NU O „au.�r, ..,1 m NTS * N 6" 1'-fi'r r6•• Jolnt S20 4 - 'Aa"R CMUC. Pav'L i 4 i" - �] Std. pQ' S L�'�CODE 6r' Min. AN \/ R-�-I 8,• I `z Exp. Joint And I 2 0 Preformed Joint FM1xeAN wY Q U LUEd LGL)' W CG Z G O U U W ~_ DO 4 Q J = J % W O UL1 u) O U O Z p U F' J z F Q U W Q Q Q z N NOIR. FlI1191Eo L.9ADE5 OF PAVEVFNT III HC PAAKIIG NIO ACLESSB DIT AISLE $HNL NET IXLEEO 1:50 SLOPE M ANY SECTOR, SFE PUN FOR STEP BE NAIILICAP RAUP ....CAP OR PNG For 1.1. EO.111NCEx LINE (URST.1.) )o HANDICAP STRIPING N75 24' 5.' RELOVMENOW MANUFACTURER EIONEEBED PNSPLS W. (APPLY LIED TRUNCATED DOME 0.TMER TONEW, ]M FURL STREET, WILE 2W. UNTAR. NY w2➢2 PRUDE: (BOO) 683-2535 n CURB RAMP DETECTABLE WARNING WAS PM (NOL) DUNBU E NTS sgwcuE 2'-o REI.IOVE AND REPLACE g E%ISnNG ASPHALT z ¢ ,� y 1' 0 REMOVE AND REPLACE E%IST 1 "' , NIS} -1N LRYCREIE BASE �•_6 12 STOP SIGN NITS y ® 1x, p rt nv _ BY ,mmnTiwuM[Gz om�w s H nut6 AWA a1N1 eE rgvm mm, Lx xwxs )a FDOT TYPE D CURB m (],SW PS (uN+)) NTS TOOL NGF. TO ]/a' RADIUS T/B' Ola HOLE- y"e ,ry wr BC -.1. OF NNE OF sui BE a. M OnVnnS 91am1 W ELP i (a FOOT TYPE F CURB (]' Ps IM;I)) NTS * 51/2' S -Y S 1/2' EYE BaI J J T/2 S1F WDIX�O1 g .0 3 I/2' B 3wp B. o IM a N1 a Q vI Z G p No GO N = �' vI U 12 IS PAVEMENT zw b O " BASE ° >o v; 12' T2- COMPACTED SUDBASE --' EbSNNG ASPHALT ASPHALPC CONCREEE E%ISnNG BASE BASE EXII SUBBASE SUBBASE SavEc v[w ° '^ j& q R a•m s §" n q6 i "T unaww ISOVEMIC C. r_� m �= .r �! A00 }/4' STEEL COIL CONCRETE MPLL BE ].500 PS 2B DAY SMU GM SECTION AA SECTION BE ry CUISMUCna1 JO1:1R PFRAAtIN DEMfE! MEMCUTS F, - SF£ Fn O1 IXUE% ^ - 0' 4'-V B' J FOR NIL P)!EN9N6 f0A HEAR LAYOUTNN , NIOT ANN rUP GENRE MO J PEFMEI[E MOT IIIUIX C m B ^ I y G B G P MiO1MiM5W 8 BUSINESS N0. J21OB )s MIAMI CURB DETAIL NTS Es SAW CUT DETAIL O NTS —.4--Y-"� O PUN MEW n CURB RAMP, CR—A (PER NOT Umfx 532-002) NTS Dux WLW )s CURB RAMP, CR—E O (PER FORT UNDID 522-002) NTS PLAN O CONCRETE 's WHEEL STOP 20 TYPE °F° INLET NTS N15 (,BE FORT BE. 1ss-Os]) VINN - 6 _ I1End Of Curb Nd Of Curb 2 GENERAL NOTES Edge Of 71H--7Edge Of PovL Edge Of P.t. Edge Of Pcvl. PLAN PLAN PLAN PLAN 1. For curb, gutter, curb and gutter and traffic separators provide �" - }" S 3' 3- 3' contraction joints at 10' centers s 5.5' Trans. Trans . S Tran Treos. b�r--�—'-1 Tap Of Curb Top Of Curbs —� Top Of Curbs �� to con Contraction joints adjacent Top Of Cur to concrete pavement on tangents and Guth CuuT cuttT cuter flat curves are to match the PROFILE PROFILE PROFILE PROFILE pavement joints, With Intermediate joints not to exceed Gen teal. FLARED END STRAIGHT END FLARED END STRAIGHT END an - 2. Ends of Curbs Types B and D shall transition from full t0 Z¢ra heights TRASH RECEPTACLE RE KEYSTONE MTS-22 BENCH: KEYSTONE MOD AR WITH - CJ WTH ARMS, S SEAT MODULAR WITH 6ACK, CURB TYPE A CURB AND GUTTER TYPES E & F In 3 feet. AIIDiOYM VILER RECEPTACLE. 32 GALLON WTH ARMS, PONDER COATED BLACK _ POri➢ER CAMEO BLACK. HHTTP:5LOM TTP:NERIDGEDEOF/PftODUCTE/LTTERRELMPEACEISAMP /PRODUCTS/1-THIMSECEPTACCEBASP o v CURB AND GUTTER ENDING DETAILS 22 N� TRASH RECEPTACLE DETAIL2d OUTDOOR BENCH DETAIL NTS • W IF It * NTS * * z (meq a� H� 11 � PW Fame • O N 0 BOLLARD P0.�NIN EV PA Y. CONCRETE Sf -A _ _ ____ -- EPARAIE �SFPPAAIE DETAIL FCR E p _ _ _ _ __ 4 MIN. FI.P. O.I.P. SHELL SEE S -\\ ____ __ ____ (, �nurc nc.+ OR STEEL PIPE fiETNL iOH AfWIA(VFIII$ \' -AAA--I =� b"' r z $IWA REWIH!]/a1R v N p rvu;F i c vPnETE Waco. ___ Y W W � � W ry w-x I.e OV N w.I.o el (f 4vI Ll, p IN mamsmvn TAKA,BIOLL YDOri m TR iTI yM 0 ..... _._..._-_ ..._ -(EPAVEMENT s 'll III= I III=III=1 A A _III-I'BEERTHREE DrINEI POPE U NQ It 4, VA. I. .a e _ cOrvrnElE MAILBOX: GLOBAL INDUSTRIAL - vraL l� w ce area aur _ _ _ ___ CLUSTER BOX UNIT, 4 MML60XES & 2 d \ ` PARCEL LOCKERS - DARK BRONZE. P500 P9MN m L rv-� -f- ' WARAGLOBAVNDUSTRIALCOM NET, AWFATURE" marrtowm PLAN VIEW OFFSET CHART 2e MAILBOX DETAIL v EV STANDARD N.T.S. ^=INN.PANFNFNrM,BpNgEPWN TEs BOLLARD DETAIL NTS PARKING STALL ¢ Z ROAD VADIH (FT) OFFSET N`a NTS NT$ O O 23� 22 4 r * It * f- < 22 D ell - 12' NOTES' C W O SPE L I. ONE (1) MAI RNEIRED FOR EACH PARANG SPACE. 6� � POOL A%x w'c P^ C s9u�tlm�des NU t ;L EEO y „,v� 2 MUSTNEE RUSTIPAWFO BE ALYAY ZED. Plt BOti$ NUT$ WASHERS NIO 5[REYS Q Q J EveJVIT �'m n ra v _ LLrt J O 'I ekeC CHARGING 3 ED AM EST HADI G SAIL DE PORRA1m WDENT AND HANE A IDIOM W ~ O Q ^�^^°^••^^^��^ - STATION couPREssrc sIRBGTn W JOW PZI. ( O r ARBY y. gyp v. --------------------- PARKING 3/9' LINES DID LOIS OH91F0 Si 4. 4915 nLL RE FARRICARD BY BASE BUDDING COATLG IN ME SYMBOL LLLLLLJJJ W R{ (m.) ONLY WHILE I' CENTER REL AD If UETN Nf55A4E A`IB BOAO EA PPPHEB TO A SIIF£T PLVNIOM EACH NG (OAOI IN _, = Q CHARGING POST.(AIWNT mM 5/15'4 I/4' TIMSE. _F 1= = m 1 .11 UP IDP PNB BOIIOV On $91)DER CASE (THINTIF)BEGES III 2Bel INi Q ACC OE ATH OF Y AS,,, wma `uwT • , a ...�'4 r SLS W�� a�� YETPL POST ('SIAIRA-<99 lAPOE 6B $IFfl I. 9GIIOPOSI!SHALLt BEAVIN.L20' BP,CIFPA ERON BANK OSfXLELESTOP ON WflO. O O Q n 5. NESSARE IEIIFR DEXIL BE Ed _... . 'L. nml ASTu A 2J P1) T. CSIIRANDU SALL Well ENE AHSFJ WITH MON1 WaxN:(£ V DO PAN) fm.) an�....wsm+n.,.�.v�.w.arx ---._.e.-- ... -� .. E ��...� FlN. 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Ha�"„k., w.�ww.m m a Yan w S,a skkYm sr.d..wa.nr..vm:P] vgnasrwe Wul nnW XWawropmNey4v:aw,u xuH mna W,mkmatd.mazudabmperWUYa,m wv.,r,duwuaa. e Sbo3vMru�bQe� n4,xbar,N tue Nie Ory �q��. fa q ae'xmaw iwe' are rrttnm wa.av4+emtrew Ywrrr,+,mvwum.%ab9ktlmvrvt N,mg, vkr,wW,kewum YgA n mM k we+2 ave �woNmY wsm Tb• Wn N+m,wvm+x0emve Ynmue.wyea<nmuaMk y.b rc�w wvuimprr�rmuenwWekxngraea'n p¢ mvi,- arcmrurnrwYMvkvmvmtuktna 0 tagx YennFM WY Ma hwasdmY mevv rinw 4m -nam u„Tu auN um vW'v dvntrwn wwrwh aW4xM W ..^FY++a PVCMDPERasValn+Table Mwxun,bgnr�aw�dam dMI5rl uaxhn se. Tena eeWg Mn ntwmwn em2m {rO m w aeao-dretl m NkEeNFroy{,l gab. �mrg5 iTT +b' w'aYrn24 1136 ,. aaeM e a }83 31 s a }]6 469 /0'BM H -- wdn ]a wW��. ar 2.28 aaa as {]s/ss45m5nneal qr �ew uw GYmMw ,w.,ea.x„m,mmnaara,mw w mq W'PeavMu ietM'na noavn nauvM]me� Mm+nreg5xnmw�arc Nfivy Na vereOpMuaaamr�xtra wam Nm umeree n mavas pq wqA m em'g b Ram W+ men,r�x�anmAAy,w Ytlmn.w umessa'+Nnla m.anza. w6.¢yrru,devcmr,n.mNmnwxrcOY..k } ��w"Nr..b..rm.. mw rv.6am.ywrm Y.www...ma, �gwPrt4mHnn�nMm �W owue �@aa 1nM:M,S*25M9+msnuul an ` � mMtrLLum 19.a�Mm..m aNL CITYOFOCOEE C(alWRUe NDE LS V! TM M�a eq2 /rye as I a. WR O.I.P. Concrete TM1msl bled Table PVCMDPEMalUaNi Table Mwxun,bgnr�aw�dam dMI5rl uaxhn se. Tena eeWg Mn ummrm GFWM,)�a erN�,rua Rw sve �mrg5 iTT +b' L ]E aaeM a I]a }83 31 s a le }]6 469 /0'BM H Aiawiee ]a wW��. ar 2.28 mq W'PeavMu ietM'na noavn nauvM]me� Mm+nreg5xnmw�arc Nfivy Na vereOpMuaaamr�xtra wam Nm umeree n mavas pq wqA m em'g b Ram W+ men,r�x�anmAAy,w Ytlmn.w umessa'+Nnla m.anza. w6.¢yrru,devcmr,n.mNmnwxrcOY..k } ��w"Nr..b..rm.. mw rv.6am.ywrm Y.www...ma, �gwPrt4mHnn�nMm �W owue �@aa 1nM:M,S*25M9+msnuul an ` � mMtrLLum 19.a�Mm..m aNL CITYOFOCOEE C(alWRUe NDE LS V! TM M�a eq2 /rye as I a. WR O.I.P. Concrete TM1msl bled Table Mwxun,bgnr�aw�dam dMI5rl uaxhn se. Tena eeWg Mn 2W 338 }83 awf 2Y }]6 469 H W 2.28 L3, I.lml II IR'0em W zz r a 4a9 113 216 e�aMaiF£ Ppe PXmg Iy s / � vnem I u1 } xw w mwm xs a �O IKKV �p{a m e�m-am¢� i� Wn nw Nbe&emw2,mu us ], ira:M.'.re rw meuriq Y'oe. o-xwn owvq na gwvul 2Ya�. myev6 ye anNnm>1P &n wvam�mnn 2rvbg.ha uW h mke M pava n e ren b, etl �nx G <vi/ rnm,. ro, ana,mm, u4..m,.« dtl m } pamt�a equ/wnsa an]m WnMNM+9w+,+eme L aaa J Q (n U W W :E w W 00 0� U U U _ J_ 0 ct)Q H W3 07 T 0 >= U O LLJ W O) Q O N U U O aimo na. T"�ue se. Tena eeWg Mn u1 } xw w mwm xs a �O IKKV �p{a m e�m-am¢� i� Wn nw Nbe&emw2,mu us ], ira:M.'.re rw meuriq Y'oe. o-xwn owvq na gwvul 2Ya�. myev6 ye anNnm>1P &n wvam�mnn 2rvbg.ha uW h mke M pava n e ren b, etl �nx G <vi/ rnm,. ro, ana,mm, u4..m,.« dtl m } pamt�a equ/wnsa an]m WnMNM+9w+,+eme L aaa J Q (n U W W :E w W 00 0� U U U _ J_ 0 ct)Q H W3 07 T 0 >= U O LLJ W O) Q O N U U O aimo I INn °M'iMEx Isxrcua� a.p Nvs T I I wx39 Nn MVM � � ra�imma anlm w»mn^ti gnus NOrts' VJC e.lau4welW MMxMmrde b.. �avDaeyrvnbvaYweMB W mOeeMuas 3.'Imm utimab GeMeyma dN 14!'W b, Nre Lb Lr.�a,N9b3.'.x6'aMmw&a MmW fia9 W KaJMBry MrvFrmr 1. ®98 �bxmrywremmlareaa MaFao X.dda rreFNw. ske. rtaFW ums bxroeawmeaB raM,we�eaxsmdrozrvn. 1' COY OF OCOEE IZ _ cONs1 .OoN OETNLs VWeBmad Ma ppi M19 Ps1E aw bFex. proem N,aa.x�e Nmm,mx„B ti o"IMega� xw. rmxm O f55. rewAs'B �%+W xanx mvhYi BxamM On®vswVmnmw3a Nv5� Aen6 mI.'Fa+mawnukx eunS Wmem Smn�Mn pNe mamaee i�i6'esweB mnaMeq� 3 ,sue�smmufiN4 � Mm+4ret mnBmumnwewz.rmm iB' wuw��ngrewwraNwmwnk �v un rt eb. m n.. wm't g w uy. (rx��r•Ymcax'„Axmruu�mkFmwmivwm �wnxwwm*n mxe nemu s»N M.a+i�imvn Nw»re Nn>Ft�lwnn'. eaNM Jw w+emm.N w.a» ad at do z Yw. �nwueVm.pA mevuvwmwrlwuwapB..laL II clTr of acoEE ��1 :'4( CONsiWCPONUETNLs 1 Grdwvs,.re.nlamw �i plNi8f9 6CNE N'A 77,., ��¢nll���i wvacmm. C�fallll�;J Fa1�� V� I I I� t USF]3�i PepPep �1L Sap <wss6erbs I fH4rFmsn Gx�S __ 1 rtpePo Naree. ewm'mf� Ntsmin dlv9eeNmNrry PpM M,N Wahwb 1W Isla xpe AlaiurcuhgimHn. a�W tpe'mumew umu, x+'Smx smme trema'. us5 e+. ��xfor.lf� aeFm. ew6vm-'IBrci z wfa�aMe,A'Grya�e.'1W45ewl�ml++,faw I� llu mr[>++kvWm§v m'Miefwglmssglkma'+4 xsW wewvtlm Nq xaYq w mrigmyx m.v[n aH VN @ tlOwa'Nw45ca(m-w1�B NvsV.tl'�NY» mv1Nl�wmxaM�a B. r naa^m^�m+kq Mi�f��amr'm uv nwmnM RanSrerse6eNm »u ww swmdvm+ �v+acnww n.md �unrrw 3 %civ vw �v pnM ava.n uaa e,Vma mme.ypma bvp.uvwmmgmm i zk(slm Bn m5y GMqu v,. xnxe®ssnf�p � � � 1/ �mamwS�mTy Mad »acme µa uw nne msq xv. m+Nf m xu uq a pe wmBW MM1e v+9� Ix.Fmm,ex „axerep.,mexw�m.Bm Hm��pa�.�5ea ate: �usnbiaNn ve.wxMe9o- Ir f N uam Mwhtldwiva)gpa �h✓mrrN.mCw CITY OF OCOEEl�l J' °IpP1L coxsTNUmloxoerals I f ° PkelmiBWw MlE HN A18 WA �N. s 3.4w d.a mLamerA3ly, Ia Rpe. PLe„llw '6xsm 5F CnFSq lagd@WYc uwHe Wpntwne �wgq as r'ory ron vtl utfw 2 Pw Biawmpm Nwumaxn xnammcHnwM✓.v waM e°wn� ttw�sTWPT�Mp/uvMpPoW .MtlMW nNnBrtp mnamkrwwMb.iFw.m ere,�ie n�wa�� naxaa ��xxam ,x�.5bk1mB�M ddn+v... X Mpnl.�mman wxwww,w..im.. 5M�>btlgrwm.mWvnay. Fl iarwrwmrlaww..fxww a. imp'*e�1xa��memamotbm"w,m1�.�uW.mmr.wae. aMm aeuM I� inlil6iw m.gmpmnd rmwappa. I� �.m mx Pls ap:.v.bggcmmFrlxva wwrgrm ixciw[XciSi w�� ow:"�5xg, amee�d °H f nl liy a> m6wEen llm a v� mp. wauW wtlkrymapx 0 LON6iftULTION OELAILS P . 'Ixann °AlE Ppi3019 sCAIE WA ° DaL ( LONSiflUCiIONDETaLS UTWN SIeMBrtl MaNwle ��¢nll���i wvacmm. C�fallll�;J Fa1�� V� I I fl.xs.m. V6FIH3Haq USF]3�i PepPep �1L Sap vape�2vf� 1IFACw#J mB.m �yy/ Bemea m.N evr?w �M'N �a w I fH4rFmsn Gx�S __ 1 rtpePo Naree. ewm'mf� Ntsmin dlv9eeNmNrry PpM M,N Wahwb 1W Isla xpe AlaiurcuhgimHn. a�W tpe'mumew umu, x+'Smx smme trema'. us5 e+. ��xfor.lf� aeFm. ew6vm-'IBrci z wfa�aMe,A'Grya�e.'1W45ewl�ml++,faw I� llu mr[>++kvWm§v m'Miefwglmssglkma'+4 xsW wewvtlm Nq xaYq w mrigmyx m.v[n ° DaL ( LONSiflUCiIONDETaLS UTWN SIeMBrtl MaNwle �EI.L I caxsrflucrlou oL�aLs Irt1d Wme6R INM MBMda DArE rare 3018 I Ewe WP I y M oM z a g w4a FC'r; O i 3 W o VQjr 'M� �g w V O Q U —f W W la - 2E w W O 00 O� U U U — O� LUQ LL W 0 3F �� W � U � Wcf) Z o F U Co ��¢nll���i wvacmm. V� I I I VV UfiF6 7 ° xmSA, pv mams.n F vape�2vf� 1IFACw#J mB.m �yy/ Bemea m.N evr?w �M'N �a w �Waab � f mgsAe�da'0 WvaFevr a�are� w m Pmm ✓m+. Y W r, aul A muF+ree m sem+a, wa v.veprsm.mbrxIDy uw Wf qN. M.Nae mmr°� Mr ma earatr a n�iw, u.'Sw.55vae Cn,!9. dBldN neaNpN.SMONN.vna Anv. aH VN @ tlOwa'Nw45ca(m-w1�B NvsV.tl'�NY» mv1Nl�wmxaM�a B. r naa^m^�m+kq Mi�f��amr'm uv nwmnM »u ww swmdvm+ �v+acnww n.md �unrrw 3 %civ vw �v pnM ava.n uaa e,Vma mme.ypma bvp.uvwmmgmm swak m,mx�eu�aur CITY On FOCOEE ooxsmumwxoErals Ir f VMIJ PIpa6.pantloNepererrcMTxb Apv`AIB SWE N'A �EI.L I caxsrflucrlou oL�aLs Irt1d Wme6R INM MBMda DArE rare 3018 I Ewe WP I y M oM z a g w4a FC'r; O i 3 W o VQjr 'M� �g w V O Q U —f W W la - 2E w W O 00 O� U U U — O� LUQ LL W 0 3F �� W � U � Wcf) Z o F U Co ��¢nll���i wvacmm. V� I I U6Fim3cPP�m9 UfiF6 7 ° : I "9 �Waab D.mswa . f w�wgWw h1L�u [epYEd m W ✓em o -a tm Is x rtMpc µpiatrsamuUmbSmmW M.Nae mmr°� Mr ma earatr a n�iw, u.'Sw.55vae Cn,!9. dBldN neaNpN.SMONN.vna Anv. aH VN @ tlOwa'Nw45ca(m-w1�B NvsV.tl'�NY» mv1Nl�wmxaM�a B. r naa^m^�m+kq Mi�f��amr'm uv nwmnM �EI.L I caxsrflucrlou oL�aLs Irt1d Wme6R INM MBMda DArE rare 3018 I Ewe WP I y M oM z a g w4a FC'r; O i 3 W o VQjr 'M� �g w V O Q U —f W W la - 2E w W O 00 O� U U U — O� LUQ LL W 0 3F �� W � U � Wcf) Z o F U Co Y .I— Prw., Ire ecvuJ' y Cmwfa Fmoe, p uv Fvm F WaanM1waxlmvW. M_ _mnW'e Memm�66wtmev.,mexnNq Fva ab nca Yemen sS' �FuwnA. °i CONVAUCTION V ami nw .. uar+nsYP xwnYmtluWY°s/nwFN q Cmss Bean, Q U W W2E z Lu LIJ F¢ :E w W O 00 O� U U ULU _ O� C7 Q LL W 0 5; %� U< W U) Z O Fa - O U U) WfYID c , � *tea �reawf � W F s iaNSVWa� *�f •AH, MS ni fmrs,l�l 1 •-� woi.nmw „ vn i, l ' _ �a \IFu / innma� �Y,y y�vs` wypn,rercnndea,vai°swk»am euNrAae,cegm mYiw,�W�aF,Tn :¢dNW. e. pMCIm IMMfIfMMwauatw.sf m+Y Nn¢ma M1 w/wbW �md lnW»gW�v6Fga, eu,vveawrvxld4brvu Pe wNw.rs sa°brwa'm r..aq.. MGv+®. uasaaufoN V3.e av Wfmv win vin. w W?sgmm Yw°,M mxw��uY mymF a,�Ymq Vawrafavnxmuw/ead. sw'ee,Nw,f Wnruafrc 4 S�ava�m+'N+v��u alaw�ese�niwaM manafrnrya. wN N+nalwrwwmmr.. CITY OFOCOEE !i EINL CONSr0.VCTION OETNI ursws �i c„w„enwRx°a,°vY.. X41, ' adwRMam OAIE MYAfe oerul. CITY OF OCOEE\�\ CO NST CIWNOETNf& .y �, av fit u,xosa . > wral�nsN«edd a,°wewr wmer.maeaem. o �; :. OA,E: Ppe18i8 ue7na CITY OF OCOEE ,yp CONBiRVCTION OETNL3 , urvsn srrveaa,emrawuysmma.maal°vnaa,.e°IW , 1, , viele<waewF, OAtE NN M,B WA CITY Of OCOEE d l UNOM CONB}RVCMIN OETAM1a linos wa..w vvYma .rfyermo� /''i OAIE 1pvIAf9 Q U W W2E z Lu LIJ F¢ :E w W O 00 O� U U ULU _ O� C7 Q LL W 0 5; %� U< W U) Z O Fa - O U U) WfYID ,PmPtl ,.m�m•_��a P.�.n F a Pm�„I�N �P�.,,,e r i l Y, iib x J 1 •aL ree y ��� 3 3 R ` � r L eutin wrhmerru xN _ Pnx. bas Ml g � RPm+tl! NI6 %`x` I" t :� n <r >>s<a Y 2"�' 8V — —• - SmY Eva W.YZHM �l� I �.. en rtn ary Ty xs � � ,uw+mewrma'ueemverewuew Mnesawn Tvok MelerlmM wmlP.el I'W 1145er,ze ELE' � O r'u 3Wo 2 NoiEs, xotEe: MO � •y Petnb W+m ,vam �r.w�` �rvP.E.nrxman srmmxammv®nsrwrq'e rre:w9.Ysannaq.mea rFY. b2�. r�uvuwpqu'mwnWwmwmsv+sm� rrmm m/g-7 Yd.we mrn w Lva u. (ry tl Ozo Mex mm uyaE+YVJUI'd9b CammxUawrY z Wd MC Hgr Mu um[amM P�m9eee 9ttlalM+Yaau arzlolxu. ewaz _ wCryaCw Ce+-na2vtlua.mY a mronLb A�rNAn ✓tl x+ui+vYmsruu4 x+a V ry~ � S �mmaeMuv.rwnmaMpaW rev W.ea Wva. uev 9�ervrau"mem m+r•uwmmmvvvwTlvm Ni tl� re CmM W � awmeaWx �N.bpra/.YN wows FNtl a Ny�Eea.aegaN�•� vbrt+reeasM++maawan mpurev mam.awma ammae.v.amam 1{Wyl nw.nz.neP.mwlP+,ev..r.m eq.«+a ma.sm mw�c mea.mam+asnuun.fi• Wnare.b9xNmvsmmmYn r tm II /// Il.r uY mm.rsm n aM•ave+o-p.anmvlaP ill � O CIWOFOCOEE I CITY OF OCOEE l ( 1 � CITY OF OCOEE I OETNL _ CINOFOCOEE 1 DEEM` CONSiftVGIION OEtrVLS XO. � GHp. CONBIRVCPON GE(NIS , \ CONSIPVCTIONDETWLS ! \ { NO. CONBIRUCTION OEfrVIS iZ`: .Z� I VRUe SUMa ParaJRssgw UIw9 cmmmeebn� vl UR10 PNuua Pmswe SadAarRermu �'r I.bbe6Sm%vLwUw IerCmyurayar _ . OAIE PPNM19 WA OAiE Pp11M19 WA MY301B SGLLE WA PgA3019 SWE: HM J Q U O � K u Q W W 2E Z W W W rm.... 0 K W O O O O F mPM ui of I !R WYI ` I �I w4m Sb Y "WK W z M.rY,aa,v." TP.. 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" .oma+ m ��.. m�•�wavb��..r...eNan m.�rvmm ° mreifn vPBmwam wm+ /moi '�vaaxw n.«.e Nm aw aw..a»'�r.9, wl �—a. � lmsa I p �_ �remv,mmKn•a�•ek.bmWmvarus aim PUL eaw�9 uA lry N ���ca Pwmwedwn Eren r as...n m.�er��"w. rveee.�vmmummm+9. a+aan.rsaM.w xrtal�vYv.a� waa•�M W �a �en�i tlMdM+m¢wwraw�d mw owur•<a P.mmnraf Premm IEOPT.n ursapwmuwL[. r<aesswwrnrwh^•r' ween Aw ae4e+MmemmelmmwNrta'- ��uwu�bNiaas.•.W mwemrzn P`n aram ♦.P4mxmweawvmnave mmpremmmssm Pn rwu n Poa. 0e0Pv"B�wr� wr.Ya.mYa.. mnmbmmssrx,®a.,o.a.mv.«,LNI.Ybe. ...n aee.,Ym x.rw,ma.ww �,«mwr9.N..s wmxrasrb.gya,o.manwnusl.l9ssea.,. i a"TMa'ru.r.w,..r +"a.`r�P'rmnr:le.L w«a, ree we aaow'r'r, """w,n:.�a kE�.mremee..rw„ee..r�.00-�. wrPe. o' m z U N Imwwperzepwan Wm (t CIWOFOCOEE � CIN OF MOEE ,j(� CITY OF OCOEE J vNBMWFYR.aES U NESS NO. 3z UB OEroNI CONSTtUCiION DETERS �` i rypM CONSiRUCTWNDETNIS - �\ coGETNtS I \ - _ f 1 I r mrw»'Jrmwr 2Cnvzr➢m VRII gU.tl. CerGnSMf VWeNmmGy 1� tempyvylunPorfmreum Wn waeMllb nMcn I ryW MIB WA OAIE PpaMl9 WA PpE3019 WA alarzB MULTI—TENANT MONUMENT SIGN NTS a 7-11 MONUMENT & GAS DISPLAY NTS .. 1 III Mnatea DFW slq snp w..ssm.�.�mw+.a.anb�m.nw+aanmww*am�s�m rmwrunrnrtm�mrcsnvwsu v+�.-x. ia mew w4a�wamaW���e �W �M��ira.b�me.�v.n ri MULTI—TENANT MONUMENT SIGN v NTS Illum�nareOOFP edbnal5 qn _. mmmek n�..mvee+��m rs o rmxrwa .aurm.murcmneau. ncFw .�.aN wmnx �s 7-11 DIRECTIONAL SIGN ._ NTS MULTI—TENANT MONUMENT SIGN NTS nwmmacea op wrecnona sqn wema+w.mlar..am.i...«v.q.etiumsyn spm rmxxum.anrmrv�u.rcmmnrn.. wm�auox..,a.m�. TENANT DIRECTIONAL S1GN____ NTS J Q O w 0� W W U) O Q OU U W W 0 g� Z > 0 w O U5 W (n O O O iris n o m U m N ���flouP � t�xawurvasenns imrzo DESCRIPTION: un y . I/J ST]NANOEDN'KRHY]Ebi 1/J OFTHESOUIHWESTf/J IN BICRON s. THENORI22 GRAPHIC BCART (IN FEEL) TOYMSHIP 3350UM. PANGE 2B EAST. ORrWGECOUNIY. FLOWOA BO BANES8PASr. IEGSNIFNCEPT OAIAY 6. R. ORANGECOUNTYNIARCUPA 18]IIN MFILW RECGROSBOOH ZWR PAGE ALL PUBIICRECORO50FGRMtGE000N1Y, ftOR10A EMOSTOONOESLRIGEO FREEDOM PiiNgECORDS 0 ED POINT OF MOESLWBE01NiFIAIERY 1. AND 11THRICERTDORONNEC SPILLATED AUDI 11SASOINO INCWNE 1UNDA INOI RECORDS mlaAfmanx t - 26,161,PAGOFFICIL RECORDS INC PREENSREC FRAY BECOMES) NOVEMBER 36, 30011N OFFICIAL RECOROSBOOX 639], PAGE INC PREENS RECORDS COMMENCEMENT OFORUOECOU OFORANGECWNIY FLORIDA' an'wi ANO LEAR AND EXCEPT MAT PoRI.DESCNBEO IN MAY CERTAIN APPLANTER OMM ]MAKING RECAPOW RAAR1%B 1 & 0 - POB - PARCEL 40 J_i ITIF AIN s- - O PROUR 4PARMLIDNO.OSSFINAPPYRAA61: APARCEL OFIFNO LW.IPNSINGAPoFRCN OF6EGRPYSSPNO B. T01'/NSHIP@ SOUTH DANGER F/S[ x u Rax 5 B00I'I6 E ESZZB' - COMMENCEAT OFRIE SOUMV/ESTI/4014E I EARESSMORONSRIENCERVN 1/PNENNN SE OF SWR)OJ'.69C6'FASTKWG RTE 41'ESTIINE OFSAIDSTMEGAT ( THENSFORADDRANCE FEETi0RIESOUM'lIESTL0.WEF OF IHSS I MINGSARD I I I .mm %a^>✓T NAIG wSA `� ORTMEEiTOAPoGALONG ARICNGW DISTANCE NORMB9'JJW'GST FOFAGIBTgNCEOF JAW FEETTOq MAIN I I I CoUrOLOMINUINGKONGHTO MMLINERVN POINT INVRIEFAS GHT#F-IIAUNE PER 0R1AN000RNNGECWMY .ew MOLOEE-CIARCIXiARO. ENRESSY]AYAURIOgINWGHi-0F'//AY CONIFOLSUflVEY PROIECTNO. ]53106FS0.60i/60): RiENLEOEPPRRN( OMN i it a �( Y 6' !\' 5�4P "PE .m :I No'h 20 e`ISwL•'�� e+�BF°? ..d lews�rm�vsa)�I Y} i �� .ne .nv is .aa .s" xw a, m54 VACANT iVOOCf01AND N09 g6'SYE 00 / - zxilY PWs 2hnyh. .�ydh .w. / .w. .." .nn ._n 6NE5( I,03y5,WJ ,." q`\ .wi• .dr w v-IxIY _W& I 9r I Bm 2 xm rliw m • ��F- AP-RIC ° y�f.SY9 W p,l M 2532 GISC w ��>� x[ 02 .� �Q\. 6 xB sb 6 4 Nas^16 saw ,rv,n� � �v�L.6A. ... �.. .dr .m. 13733' .n. \\ a '� m / _. J _ _ R=1262.21 R-276.19 u� Tuc orA mw wi \' \ \ \ I a `� �w CB•. 69°3 2 PS, A L 181.13 T,'° ra d A 13°2214 '•'i ��.m _ 011 W N <B N00°2509E ma za %« D,39 211 1� B CH 180)2 g r"' (TETE M-. w c awAm.x,.o«-... EL 46 \ a 136s ,aaw �i Nrv4q'i" rvgcA11VI PE. D 731) � 1, 2133ACP.f5 CCN 31690 A. pCpF�. \ ww.RAGI,- «rvo-°Ea>`u`«i a fBZI31µl 5 F) 46 5$fi°21'95 E SCUM R D(: 155 5 mne �\ Mi 1320' P59- 7d-13°0658 602 -2 N89'1008 Y _I43212" .r FEB - _. - .. _ _ e .589 1008 III 229'-®. '"" ^•' 509 10'06,"d na PARCEL46 ?�" 109iQ ,�.n. -� 660.1)(TOTAL) ¢ 9 sn-- / °h ni SAY0 \ NO 22,002"E m `, �,s \ SIAPpxv IIIc \ F- dr w �Ln D l � MATCH (SEE SHEET 2 OF 2) V '+^ PESTLING RUN SOUIH00'XLYEASTKGNSTARE45TIlrve 0FY40noHIH1YLSI W Oh I HENOHIHvrcJl IN OFSECTONAGGRACROANCEEP251 ]BFEETiOAPoIM IXtiHESW1FILINEOFME NORTHUI FEETOFTHE NORTHVYEST SO OFOGNORGA EST 114 OFPFGIMARSEGRONO: THENCEDEPARTNIGSN0FA5TOPPORN SWM89'W'01'Y/ESTKC GSMOSOCCIUNEFORADf$TMCEOF JANE 9FEEPTOAPOPERMAFORESUD M$M1 YWGHTOF'!/AYUNEOFOLOEE-CU CWAROM: RIENCERVNNORRIM II'AS RESTAGING ANN v ram GSIFRITWGMGF-'//AYLINEFORAOISiANCE OF 291]]FEEITO PFORE54IO PoINT OF BEGINNING PARCEL 40 PARCEL 0 NO MYCY28ORGE I.. A CAMEL OF NAND CIX.IPHISING A FOpRIXJ OF SECTION 5. TOWNSHIP 22 MINOR RANGE 28 FAST ORANGE COUNTY. FLORIDA BENNEMOREPARRCULARSYMSCIRRINASFOLIGIYS: COMMENCE AT ME NORTHWEST COINER OF CNE GWTRAMST 114 OFAFORIRLY REGROW S THENCE RUN SOUTH OWIM SFAGTKONG THE MGM LINE OFSAID SOUTRAFS! 114 OF SECTION 5 FOR A DISTANCE OF 125378 FEET TO ME PoINT OF WERNING, GOODS CON MUIXG AWG SMO NORM LINE RUN SOUTH 8OCCRE FASTFOR AOSTANCE OF 132 B] FEET i0 ME NURMFAST CORNER OF ME NORMACAT IN OF SAID SURPHVIEsi 114 OF SEC RW 5. MENCE DEFAMING GAP MGM LINE RUN BOOM W'I TdS'SYESTALWG ME FAST UNE OF BNOMENTRAIEST IN FDA DISTANCE OF ME 126 FEET TOA POINTED ME NMMEMYFINE OF WGM-0FWA1TAWNG, PARCEI NO IND. PER OFFICIAL FORMALS BOOR 6916, PAGE MW OF ME LAEGG ..E OF ORANGE COUNTY FLONGA MENCEOEPAFRNG GAN EASTUNERW NORM API3 NC NESTNOYG G -O-01ST LINEFORAOISTMCEOF IMMIFEETTOAPoIMOFLURVANREOFA CURVE CONCURMERLYRI TE F Y UG 28221FEET AUNDER FRANCS OFNORM 66'] FMEST CWCAVEA'ORMFASIFALYANO H4VINGARMI OF I AND ACHORO LENVETHRO1.]9FEEi:M ANGLE NORMV]ESEERLYAONGIS NOR MS5FGM-0FWAY LINE MGOADM49PRRVETHROUGHA CENMICEOF f f,44GCP6, ME DERUP ORMEACEO-OMf FOR HENCE pUNNORM45'4955'VYESTFOCERUNNORM4i49V2FEED,MEA'CERUNNCEOPIM, 1TETTOARA OISTM'CEO YRICEECMENOERUNNOWHJ9tl9 429. T�ARAMTEOIBELTIMEF IBC99FEETEPOS TON MESORREN.PER ORLANDO YUNEORANGE CWNry CPGEB%Y/EAMMGTYRRP UF-RRDACCES3 WEIR-OFYYAY PER OFW1000PNlGECOUMYFXPRESSVEMOBOWi3'RIGA TF FVIAONMOLst4NER PROJECT NO]5328GMVS5N:MENCEOEPAOF-WAY ORESMOryISMEREY RIGHTOFY/AYLINEflWI NORM MINTOFASINNING OBOVMERLY FIGHTOFWAY UNE FORAOISTANLE OF I]P.68 FEETiO (JORES9IO PoIMOFBECINNING �XOI� PAgCEL4BPMCEL IO NO.OSIISBWW86W6: APMCELOFWDCOI.IPWSINGAPoRnOOFSECRONSTOYMSHIP23SO ,R GE38FAST ORANGE COUNTY PICRGA, BEING A(GREPAMICUWALYOE56RIBEOAS OCHOY/s: -l TmX DESCRIPTION: un y . I/J ST]NANOEDN'KRHY]Ebi 1/J OFTHESOUIHWESTf/J IN BICRON s. THENORI22 I ( s TOYMSHIP 3350UM. PANGE 2B EAST. ORrWGECOUNIY. FLOWOA BO BANES8PASr. IEGSNIFNCEPT OAIAY 6. ORANGECOUNTYNIARCUPA 18]IIN MFILW RECGROSBOOH ZWR PAGE ALL PUBIICRECORO50FGRMtGE000N1Y, ftOR10A EMOSTOONOESLRIGEO FREEDOM PiiNgECORDS 0 ED MOESLWBE01NiFIAIERY 1. AND 11THRICERTDORONNEC SPILLATED AUDI 11SASOINO INCWNE 1UNDA INOI RECORDS mlaAfmanx t - 26,161,PAGOFFICIL RECORDS INC PREENSREC FRAY BECOMES) NOVEMBER 36, 30011N OFFICIAL RECOROSBOOX 639], PAGE INC PREENS RECORDS IA*Ix ueu OFORUOECOU OFORANGECWNIY FLORIDA' an'wi ANO LEAR AND EXCEPT MAT PoRI.DESCNBEO IN MAY CERTAIN APPLANTER OMM ]MAKING RECAPOW JANUARY 152W91N OFFMALL RECORDS MEN AN 16. PAGE B IID, PUBIIC -NG GRACE COUNTY. FLORIDA' £ ""'A V.� MEABOVEOESCRIBEO PROPEATYBEING MOREPAR➢CUTARLYD£SCpIBEOASRIEFOLLOVYINC RIREEPAFCEl.3: ITIF AIN s- - O PROUR 4PARMLIDNO.OSSFINAPPYRAA61: APARCEL OFIFNO LW.IPNSINGAPoFRCN OF6EGRPYSSPNO B. T01'/NSHIP@ SOUTH DANGER F/S[ _msµ-- ORNGECWNTY FLORIDA BEWIAGREPARRWIPRLYOESCRIBE0A6FOLLOY]S' - COMMENCEAT OFRIE SOUMV/ESTI/4014E I EARESSMORONSRIENCERVN 1/PNENNN SE OF SWR)OJ'.69C6'FASTKWG RTE 41'ESTIINE OFSAIDSTMEGAT ( THENSFORADDRANCE FEETi0RIESOUM'lIESTL0.WEF OF IHSS I MINGSARD I I I MUNETI/JO"OUMNS:THENCEOEPARONGSNO WESTIINERUNNORIH SAID SOUINWEST U4 FORAOISFANCEOF WEST NAIG wSA PMER' PIGENTHECASHOUMLINEOF RIERUN SISCROMOVED DEISMFFIDYT `� ORTMEEiTOAPoGALONG ARICNGW DISTANCE NORMB9'JJW'GST FOFAGIBTgNCEOF JAW FEETTOq MAIN I I I CoUrOLOMINUINGKONGHTO MMLINERVN POINT INVRIEFAS GHT#F-IIAUNE PER 0R1AN000RNNGECWMY .ew MOLOEE-CIARCIXiARO. ENRESSY]AYAURIOgINWGHi-0F'//AY CONIFOLSUflVEY PROIECTNO. ]53106FS0.60i/60): RiENLEOEPPRRN( OMN V '+^ PESTLING RUN SOUIH00'XLYEASTKGNSTARE45TIlrve 0FY40noHIH1YLSI W Oh I HENOHIHvrcJl IN OFSECTONAGGRACROANCEEP251 ]BFEETiOAPoIM IXtiHESW1FILINEOFME NORTHUI FEETOFTHE NORTHVYEST SO OFOGNORGA EST 114 OFPFGIMARSEGRONO: THENCEDEPARTNIGSN0FA5TOPPORN SWM89'W'01'Y/ESTKC GSMOSOCCIUNEFORADf$TMCEOF JANE 9FEEPTOAPOPERMAFORESUD M$M1 YWGHTOF'!/AYUNEOFOLOEE-CU CWAROM: RIENCERVNNORRIM II'AS RESTAGING ANN v ram GSIFRITWGMGF-'//AYLINEFORAOISiANCE OF 291]]FEEITO PFORE54IO PoINT OF BEGINNING PARCEL 40 PARCEL 0 NO MYCY28ORGE I.. A CAMEL OF NAND CIX.IPHISING A FOpRIXJ OF SECTION 5. TOWNSHIP 22 MINOR RANGE 28 FAST ORANGE COUNTY. FLORIDA BENNEMOREPARRCULARSYMSCIRRINASFOLIGIYS: COMMENCE AT ME NORTHWEST COINER OF CNE GWTRAMST 114 OFAFORIRLY REGROW S THENCE RUN SOUTH OWIM SFAGTKONG THE MGM LINE OFSAID SOUTRAFS! 114 OF SECTION 5 FOR A DISTANCE OF 125378 FEET TO ME PoINT OF WERNING, GOODS CON MUIXG AWG SMO NORM LINE RUN SOUTH 8OCCRE FASTFOR AOSTANCE OF 132 B] FEET i0 ME NURMFAST CORNER OF ME NORMACAT IN OF SAID SURPHVIEsi 114 OF SEC RW 5. MENCE DEFAMING GAP MGM LINE RUN BOOM W'I TdS'SYESTALWG ME FAST UNE OF BNOMENTRAIEST IN FDA DISTANCE OF ME 126 FEET TOA POINTED ME NMMEMYFINE OF WGM-0FWA1TAWNG, PARCEI NO IND. PER OFFICIAL FORMALS BOOR 6916, PAGE MW OF ME LAEGG ..E OF ORANGE COUNTY FLONGA MENCEOEPAFRNG GAN EASTUNERW NORM API3 NC NESTNOYG G -O-01ST LINEFORAOISTMCEOF IMMIFEETTOAPoIMOFLURVANREOFA CURVE CONCURMERLYRI TE F Y UG 28221FEET AUNDER FRANCS OFNORM 66'] FMEST CWCAVEA'ORMFASIFALYANO H4VINGARMI OF I AND ACHORO LENVETHRO1.]9FEEi:M ANGLE NORMV]ESEERLYAONGIS NOR MS5FGM-0FWAY LINE MGOADM49PRRVETHROUGHA CENMICEOF f f,44GCP6, ME DERUP ORMEACEO-OMf FOR HENCE pUNNORM45'4955'VYESTFOCERUNNORM4i49V2FEED,MEA'CERUNNCEOPIM, 1TETTOARA OISTM'CEO YRICEECMENOERUNNOWHJ9tl9 429. T�ARAMTEOIBELTIMEF IBC99FEETEPOS TON MESORREN.PER ORLANDO YUNEORANGE CWNry CPGEB%Y/EAMMGTYRRP UF-RRDACCES3 WEIR-OFYYAY PER OFW1000PNlGECOUMYFXPRESSVEMOBOWi3'RIGA TF FVIAONMOLst4NER PROJECT NO]5328GMVS5N:MENCEOEPAOF-WAY ORESMOryISMEREY RIGHTOFY/AYLINEflWI NORM MINTOFASINNING OBOVMERLY FIGHTOFWAY UNE FORAOISTANLE OF I]P.68 FEETiO (JORES9IO PoIMOFBECINNING �XOI� PAgCEL4BPMCEL IO NO.OSIISBWW86W6: APMCELOFWDCOI.IPWSINGAPoRnOOFSECRONSTOYMSHIP23SO ,R GE38FAST ORANGE COUNTY PICRGA, BEING A(GREPAMICUWALYOE56RIBEOAS OCHOY/s: -l TmX FORANCEOFJR09FEETiHENERUNSOW'd55TEs]FMAOISDW£O60N un y . FERETIOAPoEM ORAMPEyllOfIORMERLYRIGHTCFWAYLINE LY OGOEE-ONACQYAftOM PEROfl(M'00 OPAMGE PROIECTNO ]S31(E646660LE05: I ( s EPMUEXPRESSV]AYAOIHO GWY FIRIIF-V]AYCGMMMOb I MENGEOEPAUNGSMOSOOMEWYRI4M12F-V/AYLINERONHWMINr OFI&EGJNTNG, SWDNORMEFLY WGM�OFWAYUNEFORAOISTANCEOF43311FEET iOAFOFERNO Po1Ni0FBEGINNING SNOLWOSCOMNNI M39ACRE5(J,IW666GOOAREFEERAI MLE55. TITLE INFORMATION: mlaAfmanx t - IA*Ix ueu AMENDED? LAND TMEASSOLwnON COMIGNEM PROCEED BV `kylg IXOACHAAR IIA. DHEIIISGRWGERPREN".. FlLE NRURENGR115YLXEOAWACH52A18@BLJAAL, ( I I SGRESCA7MIDACFP110Y5]5A 4_-L -L__ >Ann.n'w.sdA°neu5m]prtxnentrr,ANe4Tyd0.cee.mwdM BesenLa 19. 1991NCRtlal RamtlsBwkJSW, Page J53.legpbN�nApoNSmi55lOdnans N¢83;Zd Ne[AydOrne.Rd/da MneWg M.b Na Capwa161dnisol Ne QlyW _msµ-- 0.ww. Florida mvdN 0.[e'nEa'13. 19A2In OIAod RttwJSBw1d51H, PaAedD3 (ATMs Ne p'[ptlly-ManXVlinnaNre antl INCENS YAm 1 B.Eazan ihrd' g mNe SaN 10.d.l NMh3J1 ARaNe NIN IN L1.11/IN"A.'. DRERAPAC ( yuAl gygpzGE 491anktlNRaye Comly sxudMH01fioa1 Ratwd59oak I6BAPrye ]bl (AIIaLS PaIMd dNe I I I wwedy IXdlw) NAIG wSA gClang IMI wd Qange CwnlY FlaiddaPNBW rvM niNnolNe Sfab MFlmdamnlanMniVdn MatxAn `� S.yulaNd OAv dTaWng lecwdM January lG 20>9MOIfioAResddsBwk X816 W9a 812A(ARNSPor¢JJOdlAepePaly- I I I Nmleel LEGEND & ABBREVIATIONS -.--•- FENCE LINE (AS NOTED) -.-.- OVERHGORROGY �( EIRE HYDRANT GI GAS RAFTER 0 CATCH BASIN 0 STORM MANHOLE SIGN ® WELL GUY WIRE m ELECIAICBO% WOOD POWER/UMITY POLE 4 EIGHTFOLD 0 VAULT ® TMFFICSIGNALSOX WATER VALVE GASVALVE IN FOUND GREDONROOW/CAP WHO DISC STAMPED LBIMIZI ORPICAL) O FOUND IRON ROD OR IRON PIPE AS SHOWN LB LICENSED BUSINESS PSM PROFESSIONAL SURVEYOR & MAPPER (M) NEASCRE0 LS LICENSED SURVEYOR RCP REINFORCED CONCRETE PIPE • CMP CORRUGATEDMEIALPIPE f1 CENTRALANGLE R RADIUS L LENGTH (0) PER DESCRIPTION CB MICRO BEARING CH CHORD ORIGIN O.C.P. ORANGE COUNTY RECORDS O,ft. B. OFFICIAL RECORDS BOOR yh5 OR 4 DR 50 SPOTELEVATION x -155-CONTOUR ELWAPON NOTES: F UNLESS RESIGN n1E SIGNANRE AND ME ORIGINAL SEN OFA ROGER LICENSED SURVEYORANO A/A✓PER MISREPORT SREICH PIAT ORT IFF IS FOR INFORAIAUONK PURPOSES WLYANO IS Nor VKta ANDIRONS OR DELETIONS TO SURV£YAIAPS OR REPORTS BYOMER CHAD ME SIGNING PARTYGR PARMSIS PROHIBREO WIrHONIFESP OM CONSENT OFIHESIGNING PARK OR PARTIES 2 LWOS SHOWN HERE No WE" NOTMSMACIF.O B Y WC GRDUP, LLC FOR EASEA!FMS ARMOR RIGGER OF MY OF NEEDED, 0. SHOWN REASON 0 PER ENHJ5GA- OFASIENGW LINO n RE 3,MEY SWNYI CWAAIRAFIO PRONERROR AS RE PUBLIC AND LOUNGE NGEPONPARCEL4 AS W DOW INCLUDES ME NORM 2D FEET IN SECTOR S MEMECESANOBWNOS FOO PARCEL) NOT INCLUDED IN ME 131FEETG' OWCAS,TOYED HIP2ZSOUTH TY'PAM1GE18CAST ING THE GOT FASSENMEBEGRCIN BEGINNING 'MOW BEEN"ED TO MEPERCY'PARAGRAPHSASO ME POEM'OFBEGINNING'WORDINGHASBEF.NAWEO TO MEPAALEL4 DESLRIPnWAS PROnD£D 4 AL MHSUREMERES ARE ME BNr1E A5 W RECORD UNLESS DIOCESES NOTED 5 WE GROUP LLGCE¢nFlCACE OFAUMOWURW NO LB 8214. IS PRICES BY MEELWIDA OEPWMWM-OFAGRILULNREAA'OCWSUCIAR AMWCES S REDEEM MHME FECHCEHRARSFlBGEENRIXPRNGROWN HFOFRREW WES NOT. OFM AND"GNEAVERN PARTY OR TY. ]. 8FARINC AERAS MME'IEESTUNEOFn1E50UMY/ESTI/40FSECUOV5, M ANSHIP33SDIJIH, EPRIORNOW ORWGECOUNTY FLOWUA SNOYIESILINE HANNG AN ASBVAIEOBEMING �NORMM'S3'W'WESr SV/CGROVPLLC PEWOMI£OMEBOUNWYSURVEYASSHOS'MMERE ,AL TGMM%^HY ROAMPAYANU SITE IAIPROVE1,MCE SHOWN DEFIED ASSEMBLYMEN IN CAD PEPRFP DBYALLENBCOAIPMY.SURVEYMl VIN2 f9VNDE PRWECi NO UNOERGROUNDUPI E5FOUNDAVWSO lA1PR0VE MT$.IFMY,WEBEEN zOle AN o LOCgiEOEkCEPTASLI/DINT. YMEREAD01nONN OFMOpEOElNLED INFO4AURWIS REOUIREO MECLIEMISADNSEO iNAlE%GIVARONAN0.bRAPWYAlEUCILTIY LOCATE REOUESTAWYBENECE6WAY. IMEPROPERCY ACCESSYOMEPAVED%BLOSIGM-0FV/AYFORNORMLAHEW000 AVENUEY/ESMWGEECOURTANDD ARCOVAOLOEEROM. 10 MISSURVEYDOESNOTR ECTNOROElER.1 OWNEgBHIP. 11. TOTAL GREASER, 73391AMMIS. AREM$DOME FEEL NONE OR LEW, BYM12 reEF£RENCEV/ISAVDETO of0.5EMOIRONCANL:nONVRINSNUONELPNAECNNEGDCEiMIRWEwANVSEYSSGnFLIFWnnryUUNACEW.lI18UM57n MILD AMAMIEza@BA ftEAnVEIISMUMEORCROViDO.INMEPREPAROD 'UE ODF ME n1LE1NFOW.WUINA PRESENlEDANOSHONN HERE0.V IJ. LWOSSHOYMMEINZLWEX(A4FADECDRMINED TOBEOVi510EME02iPNNUN CHANCE FICOOPWNAACCOROAVG iO FOCU IN5UR4NCE R9iEl.IPP, PNVEL 1100FISO, ANAP NUAIBEq 12g95C82105AW REVISED SEPIEMBEft 1; htlR II FUNHEOEVELOPA'FfNT PARCELS SNOVMNEREQV A5 NR1 (PPAATAENi HCAlE51, NRI(COMAIFRLUEf NL2 (COAmIFICYDCI(CDAIIA REF sc2(COAIA SE. LINND SRESPER EHNSHECTO GFAPHICNIY UFFICTEO FOR REFEAENLE PUPPO5E5 QVLY ANO AHE FE MOSEAION EEi20F3MECORNERS fMNT PARCEL HFVENOTBEE(S ES EXCFM FEF MOSEAICNOIIENIB MITAWYOECWNLIOENTWIM ME PARENT iPICT(S)SNOIYN NEflEW. CERTIFIED TO: CR, UIG.- and ShtMNLd, LO'Aman a ., PA CERTIFICATION: InEreEerCEren£vnwr MenFACHED sxErcrloFsuRYEvis MUEAND CORBEcrrO MEeesr ' UGEANO BELIEFANO RNTIT 41FEi5MESTANONAO50F PFACDLESEIFOAM OFAIYWIOVBE AMPNIS OWM BOAR,PURSO FEssIRYAIS IllORSPLDAVA rA LH4^IER SFf]FLOWNI AOI.IINISTIEAnVEGEDE, PUFSUANT i0 CHMIER 4]20zT FLOWOASTAME$ FOR ME FRAI: YICGROUPLLC MCBWE WAY PSN, PFOFESSIONABURVEYORAND AVWPER NO S8B5. STAn: OF fLOA1cA d .O 2 - } O O O W W N 4� n CE U) J=O V J J Z W /0, Q w Q Wmo z On W O IOQ Q W z m N o] ON UI W O N PO GO `X,�floor .1 u'wimm wa DESCRIPTION: PARCEL NRSIAPARTMENT HOMES) DESCRIPTION: PARCEL NCI(COMMERCIAL) DESCRIPTION: PARCEL NC2(COMMERCIAL) A Portion of Die SouNd 114 o1 Sedion 5, Teri Simon, Hari Erik .,an,. County, Florida, WG un . haNculaAy desmend as ldl. APoNonof Ne Soulhnes1114,f SeNon5,TovmsNPn2 ard, Range 20 East Orange County, Flonaa, hcepur reparearlaAYtleaMetlasfsoci AP.,Ion.IM.e ouNnesl1/4of Se.o.5,Torvnship22S...RangeMEask Orange Counry,Flonaa, hong more pareselaily described as Words: COMMENCE Mthe Nml earner of me 6ouraved 1/40 said SeNon Sl lh......uIM1 00'OPI5'Ea+f along Vle NOM line of\M1e Soulhvast 94 of COMMENCE H Me Nmthneal comer of the Sothvren l/4 of ,to Semon 5', thence Sough BO.OT15 East along the North fracture BwNved 114 COMMENCEmme NOMwest comer otlM1e BouNwesl 1/4 of Vast. .S;Ill.,.. OomeB'DT15 East alongNe NoM((ni Heiaugrwel l/4of saitl Saccumnads\ance G 1252.16 felt to Me PO M OF BEGINNING',Vleare nnfirce along all North fine South dram S' East for a 6slanre of ¢de SscEMS,adzlan[e o113]5651ee(Iolhe NoMeas(mrner of Ne NaMwal l/go(IIIe SOIMwalt/dolxnitl 60Non 5', Illente Sou111 Po'1Pd 3' sdtl BeNon S,adslan[eotl3]565/eetlolhe NoMeasttoroerol Pe NoMweGlt/4of Ne SouUW t1/9olsAd Sedlan5;Nen SGS W-12'43' 122.8]Ieet to Me Northeast corner of the Noddvdm 1/4 of the SolMvresl 1/4 of led ErNmd 5; Manse SMOU pi 43° Wast along Me East line of the Wesl ¢long Me Eas\line o1111a NOAllNesf l/fol Me SouNvresl i/4of saitl SoNon 5,af5fance of 1.351.281eeltoapMnlon Me NOMelly line el Weslalongtha Easlline otlM1e NOMvresf l(d al Me SouMna511l9 ofsaltl SeNon6 e5¢Ianced1.D63251ae110 Ma POINTOFBEGINNING;Mance NdNYdd 114 OMa Southeast 114 of saitl SOdied S,riddenceoll,agai Fact thence deparanneid Elected run North 09'1322"%at a defence ftiM4at-Way TaWgi Parecille10". par Offirosl Records Book 91)18, Page 8120 of Me Pudle Records of Orange Carrty, Ronda. Me lotloNing IN continue ad.00'9ALIVAN along com East fine, a chow[, W28mul Hard a µinto. Me NOMelly line INR( INITHOay Taring. Parcel No.1M4, 0120098feel Mane NOM>6°3354 Wesf.adstan<e o1262.3, leek Mance SouM Z1'2T30'Weskedstanreaf 9.J3 teal: Menre NOM]6'A5B' 181 coarses bring along saitlNOMeAy Ne; Mena NoM 89Y322 WeskaRstance ofySq.591ee11aapdnl of mrvaNle oleerveronave µl NOV.Rechd+Booky'"Yesagerder.. fITEi look Orange County,o ones comearm to Me Noun bong dongsaltl NOMelty acome,ind,o ol2].99,(a,as IN UBS to. aOut to Me NOM; Mance Wesl.AYalongady.unnd. Wermeall Ma1535Pote01. NOAheaeett: In, POINT OOFBEGINNINGNenc olsdtlmN. ,Ietaledasd1,.,Iof eeks radlengle N.los, codes are H¢lance of fine', MenNDA, 0g9iusofI+l,aaieetasomid sued fee 1lVDIPSTRI fin . aaWreafaane mnavf is Me NOMIMenrefuld Owd N- mutmol renheeldly longsaid Gas snare R Ronda N 15R001astto apinl amaim-1cror.-afa deffie neave to Me NOMeas[Men. 565.13teellolbo POINTOF BEGINNING; Mencecontlnue NOMn'eStarly NonOMe.mol me last de5mbetl curve M1avingara3uso(1,262211ee1,e aaltl curve M1avinga maiY+o112bT.211eet acenbal ands of 1TD952(ar an amdsUnce ol3T].]fi lee[Men[edepaNnglrom setl NoM Aghf-of-V2y 1. them-Norch -442,F M1avinga d ot.at..Olt-. me 1e WD2°1T2T'faran corm mN3N.I.Ifirst 1oeµiMd.at. Ron renbd en90d13°gT12'.Ior en emlengJl d303TLfeet;Maace NoM 99'9955'W0a(along enomlangenlllne,e 6Aance o1151.d41eeC Menre fnemn NoM7.tal Mass.e.HisaOU'licfea[Mence NOM 215feePEnce Boo Orl"gZL02fe Nome H 262.37 7feethence MenaNOM R°4424"Easkadalanad2].W leeltoapointen Na eredenom\angenlarvemnaveMNe NoMeast Me moue print .,Ron Noa113fi'19'1T Wesk adslanreol51A2leeC Mena NoM d9'4902'Wak eSdened109.05 feeF, Nente tleµreng tram saitl NMM1eAyfns,con DrCD East a detunwof2OOM Z1°2T30'POIKsFBEGINING. leek MOnre SouM]5']356 EGA. edatanoe o1262.3]Ieef thence Sorts Oars NOMeopm9'Eoek Ms.- North 3Cgaltl curve M1avingemfiusol PoNetmemdd N,r al0-ye Meetta orarece,W25ance of NOM St°10'3d'Easl,adslance o1209W Ieeltoepolnlolarvelam olearveconave to�p¢SouM:MenreEestnly elvngsaitlmrve Favinga 89.13Z1'Eezkaddanwo1200.98I0eUe MaPOIMOF BEGINNING. a . pentee1bapolA of conscgeny.d.McNoM3Bam'IT EastW-AW adngcol darmahn0g1darsof21 feet WeGka logo ad252231arn 25Z23fetthence OrnerlMIC51aWest,14/man 28,22fasto1 Porton M are of membene/:M0nce 6oay.IN me Numbeart me teal o apcinldanaWleafaarve Of'.1tolMCcohMl MOnreN'edeAy sloWsta coutdock*1 OND4feetto salmIhenbalanysdP-45hboodn 25Z23 feet SONh 36'513)DOEthece3dgma 22 feelWaemome local ads,.1 ¢mnD {a Mae ori 11- 11 6altllantls silaaly lying and Mgngln Me Gry o(IXoee,Clenge Lounry. Florida, tonmining 3,471 acres 1151203square felt), more It I'm. artdatanreol3520fact \oapdntaf tangenry; Menm SouM 51'18'34'Weska3+tance o1289.041ee1foe µlel on the NOMegy line dRigM est pAntehMi1M1beam North 30'Stofcomk thence memo. dough along saitl est is dingelat;sd,.121111hath t ahadangle 6ldN l.c1-/manam TekingParrel No.1044, per Olgaal Remltls Doak98te, Page 8120 oI IM10 Pudle Remrtls of Orange Loudy. Flontla:t-BecNOM 4firegu Z'West INslan[BoIt0352feet 1oa Pont olnoolangenry; Mance SouM 32'4424"Wesk adcUnce ol23.DD feeltosµlnl on Ne scolanonlangenfcurve rr,hha altl No,.l0nV.,ac B....9q leel[oapdnl on Me BouVleAy nghLOM1way lino o(Lounry Road429, Wes(em Botvray. efmiletl.[cess [aceto Me NOMeask Men6us pdnlof wNch heOra NorIM1 32'M'24'Eas[Nence SouNeesteM along saltlmrve M1avingeradus of 992211eeta rightal-vay,pd SoM,oOrange County,a darsvmy AUNa(MDfeetEd M COMB Survey BEGINNING. ]5320046D802/003; Menw NOM 54'405T enhNed Nor, hidden an us OGMIGU feet,acentral ends of Hfcomµunticre dNnct.curvee feet the Me NOMeask Mance BoNhosoay DESCRIPTION: PAACEl5t1(COMMERCIAL) `F East alongsaitl GouMeM nBhl.of-sraYOne,adsUnm of l,3TI,E6 feet Ed Ne POINT OF BEGINNING. along comsdtlwna M1avingamd114,95 ON feel,. cordal ends of Wassel a fm an dMaRareS I'Ae of Franc feet thence 6outWest. tided along. AµlBon otlM1e SouMnesll/4 of SeNon 5. TonnsM1lp220ouM, Range 28 Eask Orange Caun ,FlCntla, To NorvAlh µrOonsol Me ngMo6rrz fol 4 amlangent Yne,edstane o(119951ee[Mence SouM 6I°3026'Wes(aJslarce d22.611ee�Mence SodM1 22'Z!'3D'Wea(ed+len<e o(1D6.38 NaM LeheYpotlgvenue,Weslbntlge Court ane Garcone.Ocoee ftaadying In Me SouMvreG\1%do/aria SeNon S, EHng more paltlalally dez[ndeb Saitllantls MYele lying artl Ceingin Me City of Ocoee, Cringe Lounly, Flolltla, mnlaining 15.634 arras (fiB1005 sgvarOkol), more or less, leek Merle Sorts69°2639'Wesk addance 0151.181eello Me POINFOF BEGINNING. as lolled.: Sold lands siNrte lying dbeing In Me LIED Disease.Orange Co ty Rod... tentworing 1990 Over D13,709 square last) more or less. m re Iro MATCH (SEE SHEET 1 OF 2)LOMMENCEa1 Me SaIMo'f 1Ini fac Meee,..,drag fromsid"ad line on NOMW'S3W alaristance ORTO eolMe So POINT F o1 ✓u+n< ' 'z- 1.59 6- w'�ra J�] -� - �� --- - GaId SeNon)adstanc0 d11B9 B31eektherm tlepaNng fmm a9tlNestline car NOM 09'C6%Est dt d30.001ee1ta Me POINT OF is rm y.,yre r E - N891�008 Y„"-g321T .. / _ ,;z_. -_ T BEGINNING said Nd lying oa Me East fine of Me West Ki feet Nthe SoNM1mS(114 of 1114 Sete 5,tp Neigh 00'5306'Wal Poong+dd _ ♦f Rzr. 'tssl'ss gs aUol .Easlline addsnaol]99WIeNtoa pslnlangre Eas4eM NiNcrm rigadermly 0maeaA 9Md yf alo161alo Read ea ehmm _ o ,avert( z6 ld...r,De AVE �' (_. 3' •o39'EaGl Moo saidraa ural e.. -as CRPPNIC SCALE (IH P6e11 'K'/ ' "` - " °^^ q.t car-avr on Me Dia ltloOlange Gouny ExpessSmy PNhorAy Wgh4of Way FAap, SeNa1]5326W66688d6 N N MT/ 4 g 50W x Warpn(M1NP l- ✓` / •�y ""-at �,K aslant¢0110%leelbaµint on the WesledY s+(costar o(Me Soulhatl fneaf Parre11099 es tlelmbedln5ti ItdOrder ofTakng rerortletl'n 1'¢100' __ �� _wa Y Wae tl 0•E Gun �- �" -_, tl �_ ==F- - me madmiRoss,BackWIN Pace .,. to We Plate RemAs(bene amWh firms Hi East dYll 41EDfineaae\ance olally OS Fast to epd.st e.Me �.,.. _-�_ - n+e mstmrslx ere danoManeN add Pi to Me Me EkdNk Meladalpder-i, .,a.en NoM 40'11... succeed, he,[, tl cards Ldi 1. last. POB -9= ,ea ,r°-�;� ,d-' Q N ��- "pT-l- Me trou anglerfily N-Irld for on amandm, f 045,4 eeenoonet ced WV4a Soulhet AiliyPlans alticunahaa ..lice 47.99 f518fe0ka SB910 O8S1q 29�Wr " 58901 it/1I„n a.aa <enhal-21ed14astG foron14663f o1 Edapdicurvee Soots cona.4"Eas. 1.t ants reagent fiot eaghivesaf4] laid said Menw m PARCEL 46 m 1 � -y 5A ,0 ,v •a ice¢ / \, rvrsna „r. - -,m C fi6O.11 (TQTAL) [ Rom m / .rw' °mow SON, 222T30 WestedsNei or angle to spa Maf farim are damrvef ce.g to Me NOMsrez[, Mena Sa Wed IIn, along Ida illi UM. h ABBREVIATIONS 3 "�I .a0 -mX \ NO -E M1aNngemdim alt00000(eekaanhal anyed2696131orenemdslance of q58 Wfee[Menee NOM 85.3T9T Weat al0ngenanlangenll"ne 1 gsrt-r...> -__\ \ s�z `I I also. 6135]5 look Mence NoM MEMO I)West adFmm-ol92ge fast TV.Out of Nrrdur00l. calve cancan. to Me.oddi Mena ^ re FENCE LINE /)NOTED) ) 20.00 <ae jm.,wj ml del Ors NommadteM aWn, add hunM1avin9araduI of ID000 fact. rental angle 0120.1651"tor an are dstance of 35401ee11oa µdollangenry' -.--- OVRGHFPO UTRIIY ry > asw \ »^ .,� _� �I $ Mont.NOM..'I Sol West a Rslanm of63T) (eat to a Chat of mrvalur. of a aurve mnave W Me air Mance Wasted, land sdd erve bides e vi _ i a ndiu .f l.I.0 fS.I. c.,UW.Sd..f 29°10Y4'Ior an emaslance of 4219leap Menta NoMg2'3943"Nest Morris a ron.langenll'ne, a dstance ( FIRENroMNi ro I)I � " ^^ SWI + 6" /swa i/�a mE 1 I ry" I of 3331 feet to MO POINT OF BEGINNING ® 6A5 METER q •„ �Ir w Iv[ owm / rtsr g[ a / 3F iI -r Gr e $ me, ■ CATCH M.B. 3 R andan'-ry w,mw p W�a5lwns Bdtllenas SiNalalying entl Ceing In Me CM of Ocoee Orange Cmnly, F1011aa,canlalNng>.099 acre513dB,419 aquaro leel)more or less al Q„I 3 c bR-O ® nRMMPNHOtE I ..� wox�s r"a\.. re .. .".. .°... •^• •• ,w. z uofFrancis V111.8 Ss'%Eyd2 a ��ra.. wy ® WELL C -k Go z DES[ftIPT10N. PARCELSQ (COMMERCIAL) C� O�/ � p (- GUY ARE III EF, (1\\ / J""0/ 1, gparan IRON BouMVFs11/4.I Sads.1 Tohard, 22 SouN Range26 East Orange EuiR E .. MpoN dM 'gi Iday fol 0 ELECTRIC BOX I LL \ I I North Lekelootlgvenue entl Clar<ona Ocoee Read Mng I. the SouRlxesf 119 d18tl Se<tlon56'g paN 1a IYtl bid Ill : v g g card WOOD POWER/MLIIV POLE ( a ,a," - L L LL-_ is1 1 fly COMMENCE at MC Sodhvreel mmddf Me Souir 1/4 olssid Secton5', thence North PENN Doi Wong Me SOME (said SouNnest 1/4a 0 LIGHT POtE IX~„a \ �" I1�.1�_.`p"-a-- nce o113id B2fee110 Ma SouNeas(mnelolMe SouNnes\I/de/Me SouM15es11/q of saitl Se[Eon )'Menre NOM 00 t>43'Eaetalong Me S M VPULi °m'�M I - �\ (\\\ �\ M'l' '-F.." --r-- Emlfine di BONllnaa1114 o1Ma Slu -,t IM d esil seldom 5, a AN ..... 111W111,,Its Me POIM OFBEGINNINGMenedaparal Vam hhYYYI M TRAFFICSIGNAI00% w{vu) \ \\„ sdtl Easll ne Iran NaM 09'13Yl West adstana of 158 t5IeelW apolnto(mrvaNre do curve mnavo to Me NoM'Mence Wesle4y alongsatl _ rve,av a can No. 168541 let a <enhd an is of815fialle a Or arcesona a sdo curveek Mence NoM 13'4345- nsWalong a nrgeald nl WATEP VALVE III ��„^� „ \) _\/ „v �_°" ,e^ •'"• ,^,a\ aAslacad41m.f.0 Menre NOM4Zferv2 East adslana ol29,gleet loepanl on Mearc olanoMangent cYrva con[eVe lO Ma Cqs VALVE M�I I f ^ / / W.WII a of NoMSvelk Moleeua pslnlolnlvm dears NOIM 622255 West Mena NoMeanetly elongsald verve tanngaladusd1M300feekerentd v� en9'ao105°0935Ior en ere651ance o191131eef to eµlM1toltangenry Merce NoM 21-2T3P Eask a 5+1ana 0111] 38 fee[ Menre NoM OO FOUND N.- IRON ROO W/TAP vrn / I f uw I O-w"I I7- „.I fiS3031'Eesk a dalense d4]]BMelt..price.Me.mal a noMandst arvemeave la Me NaM MeraauG print of vMchbeam NOdM1 WTIII OISCSTAMPED 1096]23 RYPICH) _� 10'3331'Ea+k Mee. Eii Mang due.-M1anng a No-01305.t61astI cogral andii l4'3216fall. alt opens. of 3514e fact IN t [) ) m r'•• /III r print-. Me SouM,gMnf vny lnedClartona-0ma Road fieeeSouM Si East Wong setl 3odh lightdY2Y line a dstance M2325D feel Q 0 FOUND IRON ROD OR IRON PIPEA55HOWN I / 1._-L.__ - So Glen methe POI necf B GINNINpt/4 aloe SavNvres[1bdoom 5 N BM B0uM 00'tT43'Neal elcngsatlEaW fine adpanred 2Of Of tICENSE000SINESS %//-(a„ '°'r( J _ rsmn 30400f0e110 Ma POIMOFBEGINNING 1-0= PSM PROFESSIONAL SURVEYOR& M1IAPPER � + 1 \ / I / 1 ,w . S H, se-vttmalnrrr[was POJ M) Mhadd O ( / /\ /////`'/L���S L' 38tl lanrhsWate lying entl beln0'nMCCM of OtoeeOla. ge Counf/FI Ea,<oma rlirg A]W care (2W924aquale(ed), mmeol less \. ',1 �1>_ LS LICIEDIN SURVEYOR Y/ /? J 'i tai />N- •//.F^�. SO NF ACP REINFORCED CONCRETE PIPE z L DESCRIPTION PARCELSRl )TOWNHOUSES) LL vV CM? COPAVGATEOMETPL PIPE 1 1 " I l�- -r--- -- Asonsm nminaeSantlP TonnsN ZL SauM Range 26 East Orange Counts flontla logeMerSMapoNon olMe ngM of l'2y (orNOM iS0 A CEMMLANGLE tl °tlr „I / .„- "" ..0 ay I " �tlI � yep Me Lakedood Avenue lying inme'"Iny-tt/Idaaamood.S beingmore paNalaM tlambetl as(dlmVal U JGO Z W 1 J w R MN4TN p _ ).1 ��-I---r-- COMMENCE a1Mo SouMyreM<mnerol Me.o�M N114dedSet8on5;Menca NOM a9'44'W'Easlalong Me SomM1lle eladtl S6ultnest t/4,a (9 IgljI daMnceo(30PofeettoMePCIMOFBEGINNING, memo mNneNoMB9'4gW"East WongsaitlSOMfreadsMncO A0.01eetloednt Z ID) PER DESCRIPHON �PARCE� lye" East boundary d Parcel firth RIgM1Fof Way' B' as de5mO in SOWIWetl OrderofFee, recorded In ONdd Records Book 5451, Page �F- 2341,afNoPuMcRecord, of Orange count. Ronda; thence North WHOC6'W'ort along aaltl East boundary, a dii nre o138.50fee[ Mena Po -O CB CHORD BFARIN6 I £; / e I... glrom leitl Eas(WY.dary run SaNt P9'44'DP West aNAance o110.00(eek Mm[e NoM DO'5306 Wes1,adislanre of 29603 (ee(loe �l CH CHORD � � sot_ �� VACWIT " r" oa � � w I .1Is µ(.lot enaWle of.curve concave to Me SOUNeazk Mence NOMeastelly dung zaltl curve havingaladus 0l]2000feek ecenUal andel Q LLL... \VOOOEC IANDI"^ gTW2Z'Ior an are dipana 4590.]OledWapoMton Ills arca!anon-tangent nerve tareata Me Nod,eaof Memence a lot olnhlch deals Nual F' OCR. ORANGE COUNTY RECORDS yy9l m „q1 q.5 ACP"FS I2,068,B 35.ft)± J d0'4190'Eas[Ahence NOMveSteay along sWtlmne having araoucd190.001eeLacen9al ends el M'1H'dSforan am oslanae 019.91 feelWa U Gy W ry O0.P. OFFICIAL RECORDS BOOK QY5 /X •m ^+1 R"I pdn\d Mngenry; Meea NVIM 39')90)Wesk aSWana 42556(eelbeµlnl on Me emofanoManseM verve conceveWMe SouMeep Ne age 9508 t155505POT ELEVATION 1Y ¢I�ac "'L" --i' -F mdYa pdM dnia<M1hecls SaNM1 d34331Ea59 Mencet Wong. any Plans said.rye tavingaradus d>50.00leetemnhal sole of [6'0651"(0l O z } xv9 y Ism®rI :`'' olx er an are dstance0DOW SO thince Norm 39.5905 East Mange eMernme lMe,addend26.81 fact W.µ lot of avrvatme A a<vlva.nava O ZN N-]SS-COFITOUA EtEVAIION 4\/ I I w1-ioug ;:.SIoMe Norf,easF. Mena SOlMeestely Mon9 s9tl erve M1avingaraoed11000(oekere.het ands al2t'1206'lor an arcopenc0 d4D.]010e1 to m Ont1""°Can.RoGoal of eea61fl00(eulfifast To . Po1cay.lo Mo NOM; Menre Eealellyrim"4 liCEaskaoslanm 01219.941eet(Peps.(of mrvaNle olacurvecontave lo(hO Wesk Mence NOMmry Momedidmrvehavingalatllusd NZ SOOII feeireadmlee0T92'1235fo... arc opan[e oI BOA](eok Menta NOM 18'3223'Easl alanganorvtangenll'coq eeslen[e o14RbZ lee[ Qs FI s I Ment. Norge SAID! 3K`Feel a dMara0153.10 Hart. ii oa Me G.H.-L.Grmcvrve sono'- to Me NoM, Meradm Posdofntitll-.,I K R . I u I ,w, ar '� ex I .r„ .w. a) -L- North t4-Eumthence caa claims, Wong card rsmiga e radius 0[,3541 feet carrel anyedt3MG3' for an are distance o141650 feet votlL--L-- Io ap re dMngons,me,-ai0g•132Z'End .dchance of 1...S find tn.harm.,the East". of Me Sough-st 1. of Me 3ouhnest lM of p ov,q W ,� u. sdtlrecom )Mena Nfithb iT9]'Wesl Wong saitl Eep line,adigana d1054.B51eelta Me SouVleasl comerd M.6ouMNsst tl4 dlha or Semor V, W,B me Me Imermarrad he 4 of card - _ „^ ' -- Mr.. 54' East a1tag Me East line d NoMeast Northeastq ofthe NoFnd Vel ofal SeNoo Bo a ldpame of M1.78 react to caprin(0n Ne 5odhllm. of Meso p .. '10^1 I w/ I eA No.231fastdMe ploMn'esl V4 at 111.NOR-H1/461 ami Svieo B. thence So.e9°44'04'West along sdtl SalMline ,atllslenre01208.39 .Y rtss rad „ 5•••, o m. ,a, "" „r„ •^•. -"•^ teeth a Point on [lie East dgMof-Day fine of North takalood Avenue;Mer.ce NOM00'1135'W'esf along saitl Eap Aghdal-myfne, adstanceof 44 R /a. ///�(`°^^ i W 231.1/ Tamt6Me PCMiOFBEGINNING m la°n rte aana5sl I " Xq.ppNxc /a / re a Old and. sAual-IYingantl heingWMe City o(Oaee, OrangeCounty. Florida, mnMldn933.915 atteall,4R,335 square setl, mmediii vWdWI' 6[]JM{ �.� WW rt _ a I I I -taneG b r 1 w m ar - _ s .�. CE Ey I ..,. r.... I A " �, .d. '° I[ama re -rove-GEAD N Of Ne9'aa De'E ., a's'2 n 989°49'09"E x Eillo. ...I_ t an he s•zz--� assay +-s w.1..1car 1%sa •.L__�--1--_ d fiB�UP � �) _� 90.00' /�+m E Om�roLul® I __ FULLERS �Ao 1°°" _�_- - Mr.l rvss< -- �•1_,;; _�_ _ _ _a nal k - CROSS ROAD / " _ r'- II/ f f +1 NOl{lH > ACRES�OF IHE NORIXNE3i t/4 OF �v tosun . s[mn su ao ,W III _ _.G T sRIBB 5 7!1 1 Pm08 PARCELq Ill NORTH ST 1/4 OF SECDOil 08 -224 / ' zslda r, x. r/ua .=e I `Iq ^ 1 w t .. .ln tiv (PER OEEO O.N. 5286 PG 9 5 D.CrR') ry w - Iml i w>�-u�[ nl .' Y - a+ a1 g "s .a`de' tiRr',� B i I y "•I"' / sed fin " m� { N, Mae. I ) /� �11 Fan - 9 z W � _") 1 a: / �� r �� rc 3 ry 1 _ / L^et.11 1 Asc B _he 9 moo- nsu� Vjs r y r... F '4 .. .,..._u..e1. i2 .- ..,. / t/ 5891 �:09 W r �°n / _ 128639" ,7 v"........ .... !__ Landscape Buffers Along Public R.O.W. Landscape Buffers Along Public R.O.W. Parking Area Landscape Requirements v Per Gity Ocoee Lantl Development code, landscaping Include per City oceee Land Development Code, lots shall indude(nma.per Murray Per City of Ocoee Land Development cotla, landscaping sM1all Include of shall landscape bed MIR Walk leaMTM. of parking 50%parking lot trees to be shade Vees. shmbsan! - DESIfJR landscape bed min.l0'In w�tlth containing opaque screen al least 3'h1. min. containing opaque screen at (q)parking spacasand min. vrmscapearantlbemin. 2.9 M.atflia,uanlm Wthln l year and be min. 25' ht. at time of planting. gmuntl covershall compdse 50%requlmd parking lot landscape areas end no Group Total ROW.: 3055 LF TOO R.O.W.: sul. LF land pe areas sM1a be devoid of shrubs and groanticover. Pedestrian v2 kYltlys -_ ye Total Canopy Lees ftequLe4: TOO Cara, Tmea R -Oftel, shall ba landscaped\tilh shatle orundaratory trees equal to an averag¢o((1)1Re VWOEW'EPT.RIIIECR1nE .o 305.51F/tOO LF'2-52= 6Canolry Treen liegWred and Provlde4 504.OLF/t00LF-2=11.7= 12C-.1TeesacruBdand led par30 LF, �- Tata( mdentmy Trees Required: Total undersea, Trees Requires Ir Prov'tl To tel ParWnB Spaces: tag 245 North Wesrmonre Ulive Nnera.me 5plms, FL 32714 M 2VCl-F/1nntY-3=Z]= 5 Underatory Trees Need and Prw'd 5e40LF/1006'3=17.5= 19undentarym—Remend Phl Shade Lees ftegolred: Phone 14021340.1196 0 Ull CITY 1 PARK Building Perimeter Landscape Requirements Per City Of Ocoee Land Development Code, an average of (1) shade or understory free shall be provided for every 30 LF of building perimeter. All edges of buildings shall have a foundation planting of a min. 50% .1 mammal open space to be shmbs and ground cover. Total BNlpng Punasr: 2056 Total Tee. Requlred: 205 I/30ILL =95= le 5hwva Lodes., Tteea Regoirw antl Provided 1616/46'50%= 25 Shad, Treee Read antl 20 Pra0ded urrayslredesl"win QRCORA _- - OCOEE , •a mahmrvcs by"Roca. rvoKn -_ bM'r OE -�- ar oINERs ubgry eyo7NERs �PIFNTNGS -. as RCON OCOEE RD CLA A- gip&F" Punnrvos a romms 1 i. t PWYIIn ser omnis �a 4r rnatry RIr RYO LIMIT OF WOW BY 01NER9 tix �r M1J�+B� � �' o yPIAlmlrnaul.an6, ape e fJ eW 9tgeBeer i2 5q IA41 tIMITOF VARK BY OTHERS 50 $W 1 OV1 3 p Ey 1n IAVI lye d yT z e 8 . 4 B M1I 1 ML1 A11 AL1 M11LI MLI 2 ,y t 6 ® so0.1 LR W4 1 a 145 ° fU3 15 14 Yi VS'3 VSIJ ML1 o o 62 AILI e ouMIT OF 500 1 nl/1 � 900 1 n oo-1 '3 V.Vi, (-SFEDAND SOU •. uz o 1 LJ2 1 21 MULCH sOn.l OVI k a A JG] 1 IALI � •y ., tR C(3 PS � m21 o z n n 1 IN 3i JG] V"W3 a C% rr/ PS JG] JG3 1 b 5 I] 133 Ll2 JCM Wt a PS ] O a LNt ]ELEVEN 1G3 16 � I Lc £ r- � e 4,650 sF RG3 �I JG3 uL a•+. C6 n i� Pf 154 sO0 : 1I al u .rl 'd 1 LINE q0 PI.N nilt VS'3 36 HG3 2 OVI ' O v n RANT 5 RETAIL 1 ESTABU Py LDIN 14, Da SFa soo-t soo-1 I6 � � y r so 1 7o s / m _ U�Jt 'h cz R3 2 Lcz Lcz V a li "H - voR e0 1 Lai "•. 4 2s 5$EEDPN W2 O Vnll '. LV/I N ., 0 12 NPl3 PA/1 I I 1 I 1 I- MVLGH', 50 TO v yy a t•� 1 r o 3 I 1i 67 Vrrl •.� is 00.1 6 4B '_ Von 1 ' D 1 VAIITOFSOD 3 O `V rL 1� ry I LamRamonVMmaYr9c as u 35-- 3 -. �.. 2Htl AVE. OE/3 Dei LTz —�\ /I �� •� - � RegareamnM tA0001363 it mm 01.10 20 PaaSCTSO: 2001.VVCG.01 Landscape Buffers Along Public R.O.W. - Building Perimeter Landscape Requirements Landscape Buffers Along Public R.O.W. CWY Per City of Ocoee Land Development Code, landscaping shall include landscape bed Per City of Ocoee Land Development Code, an average of (1) shade or Per City of Ocoee Land Development Code, landscaping shall Include landscape bed n.1Or, in Arm contalning opaque screen at teas( S M. W mm l year and be min. 2.5' understory bee shall be provided for every 30 LF of building perimeter. At min. 19 in Wdlh containing opaque screen at least 3- hL.Kihim t year and be min. 2.5' oes EOaY: u My Lt. at time of planting. edgve es of buildings shall haa foundation planting of a min. 50% of hl. at time of planting. Toe R.O.W.: 74636 required open space to be shmbs and ground cover. Tat,l R.O.W.: 30ga LF IREMOSSY RVM Lval Cana,TF vr,Regolred Tani ConingPetimekl: 559.76 Tool canopy Trees Regolred: 74da6lO]LF-2=14,9= 15Carae Tee. negalred and Provttled Total Treee Sorrow 3W.5IFF? Ihe IFF 11= 7 Canop/ Tree. Ra,e,. and Pravlded SHEET NO. Tord Underatory Tree. Raland 559ILF/3o6=10T= 19 Tolle or Undeatn IS Trwe Re q'd and Pravd Total understory Tr e ca Regonol ,aSI/mo I'3=Z14= 23Uad.AvyTr.ee Rmdw1PraY'd MOBIl1WI'3=81= 1 o Vnd.raw T,.s Regdand Prev'd IEET L.01 d RFNG�F LANDSCAPE NOTES: r I \l1 1, All pentmeivhell se Homes Grade no, l or natl<ras.,.ledln'Gmees antl Mouthrtla bf Nanory Fledul'Pats 1.,dZ 6y Ud,1.Rot Plant lmona B Tbntla', —/% ns FR-PORIALLM� n5we cePS� o'I0AMnmWrsandO.Forms,Bervis,adddeff.,farmtoculPmArranna 2a...ranofNnrserymen'StantlartlsHimeseryBl.WBeRsthard, Murray _� µ<HLYS"Aa d— 2 The landscape meal all iahr,o ifor Grumman Mortuaries In me ilaalfrd,to.e even, As wn01d be1Neen.anbl[eaon the Ilan], list antl me 0..... the llama ah.11 mnhd Ormthe dscreperyeball So neme".Fe rNamon Dl Neandicape archlestpnmts Ed Pny devla from these Mans must be approved by Nelantlwapa �9$JB ; I20' m<n leamrairl..'Gesmairs GIOLIP NOTE'. 1 PRN 3 Con�lr'o mNefe pons Asim comp'enen Stith all app'sa le BJldng cause mrinanres and lout regulations Th. mdmsbr shillW msponsin. far cdoderng all mention, mourn. tldN to rd Yi PIANi $OTHATTOPOF ROOT Tei - 4. The horada Ofterrtlar is as de farms Nun of etistlng-.Mo.. antl po .smiles an poperc.r (Vrelnesa, meek dead. air) OSCME MCHRECNRE 1VrOIAYEfts OF 6uRLAP p Wnd pe promptlyR Nag aR ris<re Jlm dNons ALL IS EVEN VATIf THE TO PI TA ECi TRUNK lantlscape arcMeq Our t, gtlding. ComsaRofla responslGa br Sall eoatyals gimr 101ns1alla4an NllarNng+. antli+reaponsiGe (or el adl ementlmenLzlo mnlorm to 246 NORh Weslmonle Ol Ve FINISHEDGRACE 1]0' 120' +Peci&alons Altamonte Spli gi FL32114 . FF..CC AN TERBIINAL YU. - +, 51%Lg6ALIN"HOIB'LONG) 1 ORAPPROVEOSATTONEGE. 6. Nltree material sbaA be<ontalnergroVm unless oNemise apadfied PM1otle: u4W 340.1196 ARETORIC III HE d TENDSSTEELECURE DAYTON$HAPPEOJ S. The lantlscape conlrador shall Suchen Ha l ANY all Will tlranings es Ney relate to paving a. suralm and all PHS, Tormdng Xaref, I.A., antl ele[N<al rare') to NayslretlasigOcom TOSEC SECURE gadutleL. mmoei ad.11HIRRY no Paid e PPLMSARE TO BE PROTECTED CugINc o si THREE $4 BRACEB ION ECGE114R' IbelnGcaletl rearl ...... ig... ahaA mntlud his vmrklnamemm�er to ofall existing+trpuNures, amJergiounJ WTOeY exiztlng untlergrountlaginP ea sntlgpe 'USUALwnON TO PREVENT SCARRING LONG1NNLTOBATYONSANO&4vi mmeo may no geVeminlerru onartlamagefoeustlnga slemaXhldi mu+tremdno Bonal. The Ba 6 SquCER CEAOhNNMWWfUC OP LOIIGTYP.) M'o mmbador aryell�'oled BN"r.rylceanN<hlimidGmen aperahoral and shall res responabe lar Neirsoheemam irdea getl try Mm. inumS OF SPECIFIED I.IVLCII EXTENDED '� Germ erIXi eF i' AL Randall batls shall feadve a T aver N' over PURNSll m Gratle pl One nugget molah, BEYOND SAUCER 1]1 Al NNLS PER..I.tAN B. RNar lOspatlficalions (or mope],. requiremen6. 9. Project WA 6e 100-AImgand vahl mad to head marriage, System ll be egmppM SMh an mmmado rain mbffronah. CE.�P o2sID Bs iD IS the .,.at of a coned MMee. 1.1111 the dam Instead on the pada the Be. shill M. peretlems. -AAuGHUH.11Nd Ris 11 Sbeel Bead shall Be<ortladvetl snth No p'ammenl of Ne FMbton. Proluddeng a Mnlmom IS MA+eparaeoneJ J tl- V, (1 Irl'4ti Ppma 1] The IFIRCu nsystem and Ne ONESRoss IN be pametl estMabed antl ThOutelnee of all tmes aCwrdeter Ne m d J+ pa dIngalon padaILANIMG SOIL AIX rTYI- `FT1] CanopJ4eea must hat panteG min,B from Water and een'erines Untlerslory lines mi an panted min o from Peter nJsen'erines. At Jees must Ed pamotlamin. l5'INm 111H. -DR, ITE PALM PLANTING DETAIL +D (1 oma, N.TI R eeere TREEnes. BOTANICAL NAME COMMON WBS. jfL\' T L GEPOLESTp1tE5 I SIZE L.R. Lull T Udeddru proorm F—WwAlurvcvnnD BSGaI. Iid,Iall MUAWunLFURPIdde, am. INI IS .. .' P. d HRdI NO NL x o an. MrNi 35 moss PUT PNnI as dm LR T CPHTfSOUP INCH LODGE POLE PINE q�na dA <. Ba RyCgnB rvra Cmpa MyNe AAPPROXIMATELY2 STAI(E9 INSTLL q q dVpr.` 3Y LONG NON PRRAsryE RUBBE0.TIE5. AWAY FROM1I THE EDGE OF THE ROOT y: BALL STAKE LOCATION SHALL NOT 13 TOP OF BOOTBALL 10kgBOVE GgpOE INTERFERE AND PERMANENT BRANCHEB � R -Li OFMULCH(TOALLOWFOREETTLING) \�\ic DDTURN LOOSENED DIG U NTH SOIL. � EDGE OF OOT NOT LALLAdL PILED ON LOOSENED L TO THE COMPACTION \ Cah TOP AGO EXTENDING OUT TO B DIMIETER- ON ROOT ANXIMUAII' MULCH ONROOTRUNK OVYEO MAXIMUM TOTHEMEgpNDREPTHSHOWN _ _ \ III SNBIa r whim Wrvt CALL ever ae Shaun. AT MINIt1Ut112pWAY FROIITPUNR HALL roepUNCNC l ISS1LAIS .1 ry G AWLS PFR OFACMNI NOTE: 4 \ O BACHFILLSOILTO 9]%OF �' rnmem.Wmlmsat CONTRACTOR SH4L �T C� ROOTRALL HEIGHT - Pm ASSURE PERCOIATION � 'F_ PREPAREPLANLING cWpgcLRWmnc sqt OFALL PLANTING PITS SOIL AS SPECIFIED BENEgiHpoolBNL PRIOR TowswtwnN sx nl nn5xs10" oaREcoinPticieo salsnrvc PALM PLANTING DETAIL F ROOT BALL ' , ` saTa: Brs—LONnr LARGE TREE DETAIL RGUNGTGPPEG BOR BERM, 4' ASOVE ROOT OIL SG.FAC E. I 5Ne'.11.L.5, rn.ad CONSTRUCTEDAROUNO THE BE RM SHALL BEGIN AT ROOT B 5' DOTH OF M1PGW (i0 ALLOV ROUN0.TOPPEO 5011 BERM.I HIGN X er WIDE ETFUNGj COVERING EDGE OI ABOVE ROOT HALL SURFACE, SHALL BE NOT PILED ON TOP AND EXTEN CONSTRUCTEO AROUND THE ROOT BALL LOGALUEDSOIL OIGANDPERNTHE ONMELER-M1VW MOM1I I-ANLCI BERM SHALL BEGIN AT ROOT BALL PERIPHERY. SOILTOREDUCETWWC GPACTION ALLOWEOATMINIMUAIISAW{ NEO SCIL DIG AND TURN THE TO THE AREAAND DEPTH SHOWN, PRIOR TO MULCHING, LIGHTLY q' IAYER OF MULCH RO ALLOW FOR SETTUNO) COVERING . ) REDUCE E AREA COMPACTION SLOPE SIDES OF LOOSENED SOIL. AROUND .AREA ANL LOOSENED DiEdr. 1 I EOG To ROOT BALL NOT PILED ON MULCH ON EXTEROOT DING P BRACE. OOH NOT OVERLSOAPAr SIDES OF L005ENED SOILII// AOUT LLOTWEOAT IIINIMUMIAWAYIFROM TRUNK '\T B4.L 'r�"1. x' " THE PANTING HOLE RAS BEET PRIOR TO MULCHING, LIGHTLY TEND 501L ROOT BIW, RESTS ON EXISTING /LT' PROUHD iNEROOi BALL IN 6LIFT5 iO BRAC E. OR RELOI.IPACTED 901E \ ��r \ \ \` OO NOT OVERLOAIPAOT WA ENTRE PIANTING BEENEICEFILLOL POUR WATER ARGUNOTHE ROOT HALLTO SETTLE THE SOIL. L SaTiv T RING ENLARGEM EM F{FF....— USYCHIGN ---��i OF ROOTRALL, rf-C v^ 4' IAYEROF MULLH TTOALLOW FOR SETRING) COVERING EDGE OF ROOT BALL NOT PILED ON TOP ADD E%TENDINGOUT TOS'DIAMETER - ROUN0.TOPPED SOIL BERM. 4' TORR TYMOE ABOVE ROOT HALL SURFACE.$FALL BE CO NETRUCTED AROUND THE HOOT BALL. LESS SHALL BEGIN AT ROOT HALL PERIPHERY. LONG NON -ABRASIVE RUBBER TIES. OF NOTE'. CONTRACTORSNALLASCHREPERCOIATION SXN40EST 1 PREPARF. PLANTING 5011 AS OFALL PLANTING PITS PRIOR TOINSTALLARON OWENSIGN III...--- OFROOT N LL. MULTI TRUNK TREE DETAILLtus S.eF'.rtT.s. NOTE R �: CONTRACTOR S HALL T AS OF ALL PLAN= _ .. d PREPAREPwMING FOLLOINSTAGPlT3 PRIOR TOINSTALIAIION SOILAS SPECIFIEC SHRUBSIGROUNDCOVER ADJACENT TO STRUCTURE ROOT CALL RESTS ON EXISTING4: OR RELOMPACTED SOIL \�Y'\�,�' NOTE: CONTRACTOR'sHALLASSURE ..DEBT PERCOTATION OF ALL PLANTING DIMENSION PITS PRIOR TO INSTALTATION OF ROOT HALL. SHRUB DETAIL SOD PLACEMENT ADJACENT TO MULCH Sma.N.Ts. n SIOEWAII(O0. TOP OF SOD TO BE FLUSH NIT. IAS 'PUT CUT PAVING N ELDORADO 2- S SODPLACEMENT ADJACENT TO PAVEMENT ADJACENT TO PAVEMENT i THE NIDE PLANT SCHEDULE +D (� U TREES STY BOTANICAL NAME COMMON WBS. COM. I SIZE L.R. Lull T Udeddru proorm lapnerz pnrel BSGaI. Iid,Iall MUAWunLFURPIdde, am. INI IS LaE.Can Ms Indo' Nidunds Nal. Crwa MYNe HRdI NO NL x o an. MrNi 35 moss PUT PNnI as dm LR 15 IageNs-rearm Tuwarara rvra Cmpa MyNe SWil 1d 12'NI. arlhadnk35aaas HUIYNMas Ninml all 13 I've,s'] GerniiAnra' UY. Gem dsouNem"NEGS 4HsXL 15 CN A Wl 11 Nyeranpileme, LPamusahann .11 ]5 Oveurs"ry'nlana Cah ..or hnCd,12 Htxq'Sq. SNBIa r whim Wrvt CALL ever ae Shaun. PALM IflEEE OTY BOTRNICpLlUN1E COMMON AMIE EOM. SQE REANRXS LC2 IR IlvSona o`Anzn9a CAlne¢<fen Paan Bfl5 Keary sunk seev^nabr hnR Nae Shaun. Morris, Ps q Pno.naryn.Cna WM Dam PSM R6B la'Cw slue.. Sralsnvn<avnmNamasee wax maneaN FNL Ramaastiawn. _ SHRUBS Ott BOTANICgLIUNIE COMMOII AMIE CGM SQE EtMRtt9 InG IkawmNa Dend Sudoee' D 218ur1nr4 Hell/ ]Ge4 OA Nl Plant a¢shevn. PY./I Putla<arpasmauepnrpas lapene¢a Yew Gol qT HLx OurSEN.fu6 Plant a¢Navm. VEST SIB Inede—mraverron wealuWmam caL 3S IB x24 spa fee PlaNwmann VSO UPS Vdunun wwenwm BaneenFm VEmno. SGat 1 a._" HLx 14'16' Spr FUA Plenla¢eAanal HINDU BMEAE Ott Y.T..'PAME CCAIMCN AMIE COIR. SIZE REI.rARXS AWS 32 move x granFMra'Wleldaeve, And. HaleMeran, ]Gal ZB'OA Fug. 2P O.C. OFP X. houndenshadvas'Galeddled -11 M.",Curides 3gal NOA Dih mr PC. HC/] IID Ramer. Whare Compsda LAST Re med Gal OA Po1Car DUN. Do, 0 R.A. paten¢ nn BUN GaL SS'OA FUA. 46'O.S. INO Ikx Vanses's Nana' Cmd Yaupan Ge4 15-16 CA f.I. M'..I. RX's2i LnrapeMum NBiensemsoned PWm PREV Imus Leal FMye U-na, GaL MOA Ful. ]B'O.C. MY 610 CommirepmmNO Asa Indan IWAInm 3GaL 1B'OA 1.1, 2l O.C. GROUNDCOVEHS Ott TANICALNMIE PC .... no AMIE PONT. SE HIDDEN 5 Cal dar B ftmon sulesans'Thy Ten't"'F' Yead"N.Eare LOS TOA fuM1 l6'G.C. 1 qT SHOR bourne. Vwlegala' FLYAP, IGaL 10'-13Is 'mu "..D. IS BEHO'egela Chnnarrinvolder Igal iT GA Im, 11 GO, IVs R. JUNpem¢wnlMa' She P—OF m.. Sere 1-j P.sL 6111.11 Sri. Ful Our GO. .1 BI9 Wloq muaeaE' Super Blui med'Blue Hos IGA I1OA Fu00PFP. UP Or.. MDLCNr s00 NOTANISALIKI GI POOR NABE X.—ShiS MULL. IAULCII - PNS BaM Pirrt BarrA. down Oman in. SSM em, SHFU Md. For sre ONerpIs N dandidlan. Al .. tosle rM a no has nnassmo be meed no 'Fail¢aMsonor", denephmmsewndalun, StqugutlNa F-- So. sea 00.1 PespalumnataNm Bana Gnw Gnld wd SEEC Hodamen ria... BaBla Gnsa SeeE U +D (� U �Hl y is 'Ie"a nE Ail h ^ F u Y O LF.��, rro,o� z 3 � d � A O /ai a G rp DATE: PARTL00 GENERAL 101 NORKINCWOEO 0.1 PU Jdbe, oak' I..H Mma-M, aaN ma be M 1 pkaln asal'.prwA, PP'. wa nam4ug I. no,izan Jka -oo,aAPt.. N. aaw.;x wd apBN. RR.cv Ceawd•r Ml. 1. baXFina RDll m to Ko, 11. la Jvm4 emvnhv F Ne 1i. me To... La admrtnTa a .. ore Pa` NJ te wbMlza la Ne Prow . ,varaivwnunawU.1 eIm, ma ne"T.apeu . enmawrd.adn lar. .wren..It, my I.. REIAIEOwORKSPAAFIEDELSUAWPm A OWaamons.. I.T.11 1W GUAIYTYASSU.ttE w ItFrcaucesvEa%unais.xosTNnllnws sknmm,aPeaaa=neemuefkmaxaa:5/mar.mAxwde,nwxiv. B1. cl. M yw1n9 Mag ce µLames Iry perearwl Xmlx vN litN9 px.wa moa wax p daau#1M {iv1ut91ertmu Them2 N.bepl/mr .lad eM aNtw TeeP''mMkna. 5 partnlmMde 1.M Cm1lRTALS tlammwAeaenAOm:era RepemleNewN'n ladnn(lalavlaa9werwadevmnrt I hUP`T,1.mlm+ d Wm aamm aLµry aM morn ap. ended..,er Na1le 133pennRi9lara9 nY,. 1.. Ne tow W It. nlM.-S-pq It a1 wbandfrra a 3ahA/ m9 haquegea h.f pb, b mYmaGm Te ..'a, ore am, N9.mC,YU b beatWnmoa alwna b/ onMeRepnenlv,Cmbaaw Nag a.-U'rx.nhay. moria Np ve at I tterte Hdaea lmuem.+pscrien to.u¢n 11 t,Fn PRO/ELTmNORIONS �T�.any wndmmram w«a mX�.xmli m mm.�d ryw-0:wnr �� Nh9,v 1.mwngPnxTr �� 0. IM..a, NA g PTo-. Lev aM Nwb'9rvaa-e. Fkd'n9+lm. parva d X1e PeyammeNa Cert+e, Inde I.m1.1 pomX.d nea+a an 1ToSTTd I. moat a.Em t. da.. meeH. et meta-mPTi ndrl N. -ear to rp m D. nue.-wu n' -lea aipilithX u.Inw eefm w�rxIDsaewr aAreh Nmh ,Tk nY.11.mv.Je 101 PROOULT N4 .UH. ttR� q man,"m.Ntlwrrpirv.Snu Fetlwdmoa fiat amT-e �Aoane z .,1 ala Nemnaya. am am- M, namaa..ol, ymramA mxmwaw to name Laaerrn2wa tTafo n P,nn m,,, ea pNJNMN OnnNa "Teen 'T rany2lmal eaPo,ePo. a PReNpMlnrv[A tom. oa en-6a..T. a.IaNA trea, araprems, index..meI d Pe Nrvm al gm.mrx to'P, 0. Aha, phdnarrP +bahFvl.anphm la. e Izadwedlz1.dzMMpbeb inn smares'aam W rna rrl remaa LyNz iw d PMe meal m,leN. aaMgtleFayNpvml d,rrge la raa bag m muabrd I.- A. . Andb,Ne Ormefa RepexnNneNreeiY)aayahnervrm dad,ry d. pwirmlwl, ma NJwMEwaertd.maP.pbd, hnmee.m. S. AvieT,Xrr.enilh Nade W pde. imm,a.bx,. I mane9: me waaiw b mdknd w name are n It., wean eaane. ,era m ihmrreleah gwnb..awN. m,e Mwarrmp.n,nr nala�al be a,xdM, n Inar'w.. bon bafa.. Nx Nae m aq,ne. I. VEWDQA.NOF DIMENSION S Ann U.MMS N ma. Teta-... are •ppa I!, Bdw. F aamm,Nma I -m mrt.S 11. .1 rat/ J 1'.1., .1 gaanr2n]In t.!ary Ns flepeuoaNa d mor eaten be .Ne Ravhgt p,vfnlana, entl a.d all -Woad rat Neto n 2areN 4nawnlal+vepwx5 udiappwd. prc,Nba,benrmb.lmm6e Umzfs RepexeTa..nUlNe. 1.03 CANMTAGCEOMAl RV. q Cw2,vbr N. kne apdgxannraleAd pmWaj bggH L, Na Pmefai4prewAaOreunti MdauMtm. Men nFUDmt A '111 .1lem A prdM'ary ., INsmp faNatler sAJ ped- al rMe,-mt rw2 aped-b\>vY fiam w/ tate moa NITpuree A ew,bh. eaemr/ ml.•xraa Imo lee pdtF. d Ne mm�aaemalb Mn Wl9mseRP.e pv,enNUNNemk pxwnarprvpah, vAYArvY 1.11 1RODULTW.1Umm q LM m. Wawpo CetaTI. Wmerdxm,a to ,I,Adnxlmr..1 nM laavmAa mA hWaeA. mol rM Drd. w, p. nalaaaz hynaa aP zI, iwewArwna pgz.n.M mw., moa . pane Terve, d -1,61, neem ta. wed wameaa ar ., h .maw. ,Mtn Meat, w p.bv. N g W ed Nal [e inn W ea A mol a[ . Ne hwem d pMl, le My el ee mIae. F IT. -1 enMnaw N.l re rerpnxtl.lw N.InmMtlk awr d mor easmge moue w ta,o ,e,oaT. n.E,w n., mode brWa W.e, de, be m9 pleo I., N, 1.1, ewrzdm NJ baa a w Pe mnrana'armm.IT, otir.imm Neste. me Wee M1pa [wMaiw Mai h rerp+naSia In tat 1. od 9.ran. a any un :Yatlw/ eme.em .aA be oe b Ne b .e aX Wd+mw pN.eN Iry y+sWe IermP. ,Fan w pkm m.,N w pe N.Ae. taxon Ne yM. m.e Nang,+w aubYM.na rm�pba type wgasrAAnkINe WPamdlnwnrgpepapkd Amnl2 1.12 CNAPLEMOTESTS pa gepwenHile wanes 11,114 ie Vse mod warm Parr... d aI.. Imo and S/ le pmGA tY rhe.. .Ia. aPm P opt. try e ge}Aea --an NTA be eo-tltli w (-entl, Npr n faMatler Nal moi It d 1-1 . -.1 .1 as t 9 syeom5mcmp PART 2.00 PRODUCTS 201- ,RRWSS 1. Pa.ae,to boa NJw true -, enauiMi% ue pmmwa Na ,. It .. p+ewabn IT pWl UT -1 ore eerynaN PWM/ tar A. aae,- n a ae ataIl Ne, h W Xm pu.mlhne d.1 0 ryMPl. IIF we le -al ef RInIJ Fkms we al rpdmma NJ toweb 11 one' 3. PMR Al Ma.. M- um 9rwn entl 1. .,1, rAnJ requAetl xm e . tori pvnl reg Po d IvM h Ne Flaatt RpaNnaddpgfMure�Gaha awa ria SlentlaNa tvr -orrery %aMx3In 1 wd i.q .a rw U. rrFFlm,m ym1a br. ben ma Kram Nal ee Sam ma. 1 •Nn, em o,- rKNHwea, on NPA%wwd. an, a11-1 r,l -. wrl1-, Ida... h M. Ttny em 1-M1eWY.-ata Uom rM mat - 1. .... at -Ln.... ,a I.. pa.. e9y,wdnee. oream mm•mr,m,'m amxl.uabeaJ.aa. m-mrPJTo,Idn .Mbxnawa mr..w mm.n In N. apearw max Nam ae ue pates ,Pwrz.am a niabrm. eanawe%wX Na96e rya. 1. er",,",a al nlegnka (nryX, ap ., tt�rot eaTt d re. apelvnda2 saeYUN..I m trvm Nzx rmawwred. nr,dI,o mT. T', ae metro xwevee FXda t L. mwwmq twe+ml.NWM. Glpwdbee Wnn NJbertaawrH ane (edabre rwl batt too S s.NnwmFpar. ekv b1 -an, me II tn't,. I nsa. LmmNe(MIrH9rae 1., 1. du.lm.a m pPwnd Ne rine doe wen wlwnpapm.mm. mer.ney aN<Pmw 1, Flw�deN pm /.Man PT.,a Pee, b/ e.ry Nww9el/m1-4 B, mora plr9Nalbe As1 . 1 N.ldmM9 zsq'Tena, •Yxxn aaM, pvAa tw 1 mdahr We 9,awra Nallwr¢Gvngmz-Na,ml.nxlu1.0a ma lw dzra Nemd,pry bA-ma-wwarel le nm da zvlbgwm tante',,k.t1. Io WL,1."a, the mslaae.pWw,MM bnebwmea.. ellw MYn m kryzlaNexbeatNHamk'nerx wTzeaervl nal Perm W9rnd eon6nagmnphN NeHpndtrremmN eamt-a..'ea maSm.l baarepk+wg,Mznalae nt-1 Nal be l.mly proem 11a,t bW,a I b, e MY mds'rx yrarm nbwbl N. o .11 Iot Imo Ne 1m b/ Ne ewMNen Nxbema arM�an.l M1ne Vre b:tig hg rklle en Ne nn uN whbNW plPaPm zd. Nay aMprM ram eaM. ml6elad T. -,t Imre mMv n 1dhaA.tlmI..ne x m- to ltmdr,`Plata d.r aamd„aee 11, em hen, wa". to ram. mened.1 ad eeam Ne/era ptm,JJ. me pm Nom. hntOza wL h N..aen W xe ad q N, pbm dub,. bales era..a p +v.1lNawdwpbd. Maas a, 1.1 Nal be,d en ua yravaa aria me NJ h xA prtadH vzN mi vM xva rM rote w Mee eaepaek nzMpL me pdda he. ete Wkpmver,huana.. ..,1. rNfn.mxpM'mn. Bwk,'C o, Wmaan At .w,1 mlMaR., a. Ivaxmpax. Pee p ateNOatbrew Na.Thtlmb. ttl lur at NJM,ma aa,arink AT Pee. TPPx pab ar ia11. anwu qua wmm4Msmp MMlm Nzl ova ue aluatk:thvXpvhikmNe Wze.MrvbaeTa. m„iM'un Mawenaramed. wine tkbaremd Wd,NaAduawvneaamxaizeepza>w. 1. GrvnOay Wrvs-Nagm, ba3Mwla NalbusN. pkmh M;arbi C1 io Toprol Nal Eeelrhde Mvry lr pkLq Mha.N lapwb 4at/.m .ka95 p2¢mgewlH a-autla Parrvx.n tai Ce WmImm arrtlanhH, aLLge WpCmabkhmbarea.xaaev e,t'. X Name moan ldmakf-,IA aro NPA Mz w In, rage d pP 6a I, IA Taiavl I- M 11, Meaaa ere. ,A It b. e 'P.Im, NN aa. to a-lo.4apbarelan legnxmque x.1,TTea, NN mdse IexHy aea 1, -1, Vi..zn xmrm aboate Imol w a vlatlrNa We P.- to, one er wall- sp.Mrea,Nb-t- N9 Nal be m, CwMatla rnen.M. I . teat -.. In.. -I gM x. Sea%pA,pY-Pbvp(la P4ayrramoa btl3$wma' r.N ,krA'vq,Nalw/ n uM nn. baro IFMA, a.p,a. ria m pamm Imo aria.alae.ndwean 2 F e.tl- baa-.. b-1Pt dwd lwaa-alm TITTa ekramt � mA. -.Trenoe, to WleNgen.pnvgAaw maa. a ml ae rmaAM> auN ea mapneavm em wpP. E.0. berm, aM -1.I. te P�rbalel'a�be Nw,m N.haa M ma el mf, I, Abu C,o1 nkal d-11 lfW quvelotmek A p t A.a.. eJ Lazp,Imea ma LeMw, a.mmi - a nw.. b/puri.%n ICen'. CT dal OI G.'p.r.nSa11, 11.1 wxry bel [ .I. Nal app, N, rawwmznl pkr le.1 a, we mtMMreM1 ktM- InMa meed Naa be P,ne n.ggH rwkL, enae pl. Ww, bxgAl am bee d vaKx, ,e.a.0 Taal.deua 1'Mzf S.GNn Imo .Cao-eftaa-,.t TTI.,toat paaeren omnW[an NZA be V -me moa pep. moa 11. the b Ne C onf, ena Nag .ro I. ale ahbgay..wnt t' -v,t11. mtnamunen+lxlwwwp...mwhnn.m NerePmernm,d ,tlmciyore.Mx. PART3A0 E%ECUDON Ifn INSPEMN a uwreue rpr,etlnae 1 1 ked phrbmn oTa4pdp,nlny NreaWnvli. to Re, to 1 bd.' . Ip dak ' e ,I. and a Ing- 4m'Nrvy erd ipnx a. I, maeeia In hpn,1Tatl Lrin... m wdben,a, C. Ov rid bry�pbnP9 d 4xa wR dedenaxx ve amadm w panb rmLrea. 303 I.CpMSA1WN i. 1,pelrJvea,lvcePLPaaa N,pceLvxnwla]wnll3Jmmplzlwseapnabpe+, I, raG Ma eekreema ar Wwm, oeteL Sal Neo h tree d a:a a au.a. mpadbw at ae`.r.., plena C.. melPbd Ad ea.,, m - ST. �..baay.. b.1. to, rR1b1. 1. wd exm 9.AS a, T...1Nz z. .1. Yreq., N. hb R/.WOHmEer'J lramn.unry dn�ned wurmilrnimm be9emry refmy aMpaat+iavN....on n..oet eammelnnd:l nIeaunaN3l .mad lnalanampe MAAetllw apprw.d JeeMaegraeNg pbr le mr,,wta, at A. m wq Uf rTt a.w,nawrwm. dMayan pNe nyaeera n9.a1 (Pare . prv,a ar6na9a d e. ax eelemuree d. 0.y,a-N.thauNao,..1."a..aae,.A 1. a WrymwH wm,e I...maeo ao'mkmwo m rrtare average NJ h ena/ Imm J Nedum IwMaean..P mor I•A Iv atl h nit gemmas Ma a ae mnaa moi Mm eplBPbe✓krtHw. 14.da- otte ewd+rng,edea.1. ea Ial��{Myna F..w -M vn1 aamy I.I, Pee tried Amaro, , ed a mane eel 9meta b/ New -1 6apmedae Nene. Fnrea add Ne pnnmJ type Rn'Nt z-ars'lon Pae ea M.. mese roto M bmaa anew, 1-at,l r,Ptl Pea t-.-ub.-T1 Tama, Hd9mIM Paled lv NelaAoimg: e. mwq.d,,re. ne. XeM9Gwx 2Mmncraza. Nnrmnre Malro,buawwa»e�re T. ealm NItI ��es II wNUea gdem lue Mir apa1M ager p,Mn9 mol IertSIDg aaa been .a+. ue omen Mon Atwa.mu.aeM+pxixalm Neare..wm wen laa� rarylemvAe e. Dapoma.,-,m ne maetnwnmw.-,dawn2nna.1 w Wce k®Xan .b/ 3m MATENWSFANOITION Nptul mazshbv'rSlbeapprwHbllbadmela P.m.-xnlarrvevaNer vetleperW bNe 1, bot,.aM¢Nwv NNh gevmllN ®mtoTan W Mdl we rpodeele vmalCm a 3. D'arwiNnc menWM moa Pinel Mm d. Pot. v.11.-1 B1-ar. aaet Tee, hah,wedarvav.,w weNn aM moi ambemsm an Nd -I., M.l b.elw3.aa Na 5. CanW�aalala,t -re Phms NLbernm,¢eNwaLar,awer NVl Na ba dm. 1. 5dbm h noel dp "open!,, ou wrmd..n lnd W1 a. And¢ 11. N.r i,, -Int rn arc aM ba Wh1{ nem u•m9m. le P" 1n a.I...."bboon. mA do +P•pww Paean m'4r gadae p1.1toet.- nrwlN 13. n,mtxbeeabrtddb eev tT. a. ae I.e... mmmt 0.v,-ardw-oo. ], NM Pt, xlda dwell I ea aeaonm, grade NJb be. NN¢et mlM M nm:aa,arnre'nt.�u:'miell. e, r'oo ea u. Tee, 11", d� iteb aea�amu. IapdN.wnry ria bebu mt-all mvmleN• rwb. wa a1ja-1 ml. 14. .-.1 haspe+vMwaue,k[MmneMx. nand MnnxvMpeaearv. 11, 1. ra nx;etbanT,,a L.anrdwepwxye m be wnM ed ww pm� m..9 pw .a wa.lr wen ,pa. 16. aPorAt+X.+: a. Wfnyhuzlr[on.GroYe.xr,Aramw.gMP.,gam ,,oPTe apprnHpua{ Nal pf-ta weaN pbnNy M1ok aa,w ryarykx It aghzmgNa nandaWen b N t. %anlrgladd+Nalhrd ynnM pa..t.. Ta, fLMPe SA 60eY aan66en m Ibe r¢Av]N mrNwdleMfily h veM b eaN M1de on Le mJ/ r.A. b u. arm.a RxwmnmLe. . �%w 461- N.AhbWN lna¢,NduremdbaL 0a me,m@vaaduaN,k NJNnceb.,mloaaanapaneL 36. Mw baht£ .I.a.. Nall h --,P. ITT. TP. I., I. 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'IN 1,o, moa' aaaa a,na.a mealaa, moa P. rpL -.1mamI"`Ian Ne penfaro.. awe, max N,x-.I pate sem. b/ a/pm,ot b/ue co, ato a...e, Nb/MNapbreptlHwa.a Ar- M te a aul and ue el 1,W,, al UtT- Tok 1. .'a tool. a ew bee to pdm b aught Iv vIr bl me wmen NuaNNapro,mareasmgMxr lam Ne C.. Rene Pal NJ, a n¢asar/bxRW. Pott hey.. -1 h meet. a, .al, R ntCIob,o t. en. uaataxnwmm@znavd Na I.. Jpa,ed IT. eTln xea.H T.. xi^a,daaka, amra9aaa,.i7. N. hlnmaaearta a I.-xM tow lrwn l,mT!,-If mm Tnwualrnw +.Ika,nrJmow of-oerr, mwine reado. Bre masa.. mw. tate az a Pena u 1M,OgsEgvnilox scxEouM wa IT, o-anmLmH. wee eaN TFN wore xnlxmn ua yi web ,.aIaA _yzeT,rq.Mure wapo.I, 9wlMh peen.. erwnawJanae,ra q meeartv+dal aro F=re.pnrll.m,eWllrq Neoen N, gepreaedahe Lr aatnlw Ne Frw,a,McgalLmlwtr�ln,.dwda. I..W ..... a erPa'almlee FP.wl.: 'au or.WataaMnndarm,.bepkd.Naaw B. L�mq prokbs>5erenn.iasla p'wpanlwva: a e muM b/NemMdar EXvreay F3nNgpaaveaup. PlwNMYiamNaA free Tagglr9-laai, .b/NeomYa pap¢udnvallwaupwwa snarmY+nard3, Eeb FlrW antlamlv,-dBaeuw mm.hwaa NnexnnYmapamAwea>Mxmrmalw pbNre mal b.wlMM% a geP^•^X4v e.Ulvd WAhavmm¢so,. mNM99.9retle Wtea WrsaG9 FWImIeNlrer:av-da M1wn %wlhlovA,nkn-dANeua IM naamanaa mvbbie-eaneaN4JewJvnve apprnHmeNM.NNLh +z enilmnLlelnnraR4heuAL'iaeya eaYare t2a4/IomN,mv1AIM WmxwaAvrwnwgagentlnllrebaWna. 1� EwImRN,wgL-Peel, ayro.M.L3ea Aeblvvun, fl I�Ten axnaCw.a ere mrAUO. p smmmne aNw Pae. le pend, gWapewMMN'e, u F¢WBn SYre..aWh NAmanemren Ci. er.xnmr.tigdrgwwdpnl m rcxaN.a maz. n awN`t ria aadin9 d al Pana bw•1 an Iwthe 9 I. hTa N.,TJ. 1C5%ElnouAtmoOMROL CO arcmdx.a exec lv eamalN b4mmn, 4ee ndn, U. ala moa pWYnp m e q Pl treapetlga Lerch apnRtl N. wmaae pyo o:x¢l, ReprtamlYNenNe .M ib.> ,vi 9enmke lmm4.a pwnv bdn moa ria m. a. wWaw h lotoere Ne B, prmgedra2mnridea L/dna Ma.umaam9e Aloan N.M-almomue.e. IX PROTECTION I.To a oma own easesne ".W troy pal. w emx nelen. le Ne "no ReC"mo.-a,N.bew,seNPHln 11 d13M. CM.nuw./e.eT,rAbeen vane pal-1,ma, moa.111,...1.ue doe 4.apbd,b pdnrlrenA aw pam,.l.WdgvmNnlanak(abed rkvn. 1,, el.1, iA99. v.R A. em,1 pmt to Ne seed ef Nwb awd rine a. A an pwnb moa Lda ywl NpW:. unn mol la hen 6npaa fmf/vmrna bA ar dN9as sp.fza. Trees.,!Tt NvzN P Tamm d TeAtI sytemmaaM.n pmri4H zaegav¢pwNmklmaelerMelm ;pgd rM..ngat Pre4Maafsamvpwse F. Nmmaktl M1dza NAbrerwia.Nea W,rmyenMaonanawa N. ce.asba Nal AB FIINLACCEP(ANLEOF IIIBTA LIAIWH pWN ParTeww,loo, zr w, n dgab to M•um[H le toe eE .me sr Wee lab 1 I lw aedN9) entl n atm at-, 11 tlzv d Ne T. bl en ap Na>d Ne rod evl (abn IaioA arm, andel 9.esid4a kr Lez, d knlbn, tra". an Cat', 5mm aPPrwd fimnrNm¢/e Pep¢udalNa bate xta, 1. Taaoo,.IT.aa NdnaNaxaredee. Spevrcn b¢ea Iv M pWIM paw Iv mnxrvdan d fin5r gatln Nal h M. by 4' lenIb , Lvdfw erwnughe, Mw Merµ fm beNu91fi °®° peeve ]'Pana b{Ud Ho, d meta. mite) a..a A bWvm ry -'a, or , a elpmr.rMMa, Sd bo, 1v.9...1 M Ne HVM %efvM ay peR.-Iet/ A I... tiPal vena 1.ato'mw aM bnNa. S.-.- rw. Ava'x al sear u.N rnn1ammwa. a.x2 q u w,Tla.-Il Rapeeanuue. R A., l. N. aipw.d-1 aaN.apvlrg; 1. ease. remawrepwvT., Mart nee b, 1,a 1. Pvm,a J dM mote, aknasm, .e P. IT. elMp, axdT I.. To-, T..vala, R OFxvnWly/�V ,I T. b pahe, a t. 10a4MP..,-mo1xW. menmb am Pm6aAmlmrbaqua and. leatomp e, npaa[gmrywreFbnl Ne,,SJreaaheamrer;NDxvMgaxgvbemeda 5. Mareawlatr+n HFNe Furcb Nllrwn NvaubHUYHwmpewn neRNrvmra Murray IM Design Group LAnoscn,Elas%neciunE 246 North Wealmanle On1a Altamonte Springs, FL 32214 Phone (4071340-11% Ray hetlesigncom ¢ � a L m ra yFy1m 5E O � ny �.% rrti6 o G y d❑❑ W c U bA a q v V GES 2 rr011 p m V O y d ¢ LL o J h I Li at O � £RR A A ow o s "a I U � a L m ra dE O � ny �.% rrti6 o G y d❑❑ W c U bA a q v V GES R' rr011 p m V O y a3 Bir% ^ y U V d J h Li at O � SHEET N0. LYEE.O2 CARCO puxnxcs sr mxeRs NA OCOEE RD, _ Cra4ord Irrigation Design, Inc. IRRIGATION OESIGN PNG CONSULTATION SERV IC EG sLwx: neg.u,�ua�m nl: usa)azaomi U Murray a Design s Group a wvosc4rF PrwIIECNIE u 246 Nmm wes re Ome a Aliamonie 5pnngR FL32214 0 11.—(407)340-1i% wrvw.murayslletleslgacom � U � V a y ++ rl e V U U w ? a E @ awc § v a` a 'a �a U � V a y ++ rl e V U U w ? a . rrQIlO v a` onre: ' otm.za IR.01 IRRIGATION SCHEDULE SYIABOL IMNUFACNREWMODEL Ott 1) PSI FMI RADIOS ® lI., ISCO"PR53PL'S A Way 11 LC9 3c I.R 5'.a15 15.0 HmOer m,VY,ZPR936CVR S xNpzpay 15 RC3 30 1,. .11 ® HUMee PRO546PR530CV-R ID,,' 45 S3T 30 I.E. . P.I Hun1e1 PR0SNFISS3c4V-R SvQ- S 100 30 Oii e ® HIFO PRDSL6PROIFIV-R 5' MINI, 12 W 30 pN S ® HUM¢, 11D3AS1R530CVR 0'.1- 1 120 30 132 0 f] Hunlel PRUOPQHPRSRVV R10'Mdva 2 "IT 30 4BB R ® Hunler PRO3Y6pRXAUIlS I 0 Mtliva 5 W 30 1.92 IO ® Hunler PROBASPR5PUAIR SY MPrve 1 IA ]0 OS] R m NVMa1PR0X,SSFF 311VR 1Y Mtl',ua 90 100 30 1.31 IT 2a Wn 169Wn THP, GMX1.1RIYS-I R12'Mdiuz 1 90 30 OSI 12 DW .'NROSUITS5I6CV-R12' ra6:w 2 1211 30 O,G 13 Q Hvnlet PROS03PR331CV-RG M6us a m 30 ..1, IS 0 U,ISI PROSOSpR53CVR0 eIQCCleale 'I ;IN 30 2 S ® Hude1 PROSLSPRIIIII.aTUSenle eIF 3 AS 30 a+a le 0"1 H p HUMe1 PROSLSPRIMI'll atllugaNe aM 1 Al 30 1. IS I] Hume, PROSd61R330C1R.11I leets 4 Al 30 Hunler IZ 0. Hunler'U."'YOOD V -fl atlju5ahleelc 2 AN 3e I 691r✓n 15 3` Huma1 YUNUSPRS36CVR FQY BYd 15 Np Senea S LCS 30 199 PMS _ xnmer PR.I1HFI 590CVR B. Q6 11111, Sena¢ B RC3 30 IT. 9'.x15 ,4. HFK PROSYSpRVNU4lR Ran Bn IF MIT Senea 6 SIT 3c 121 I'. Hrurlel OF CIMIF PROSCSPR34=4 1 AN i0 13 ® Hume, MI 3lnp PROS.%PRSi1CV-n 3 CII 90 A. 1.a15 ® Hunler MP 1Q, 2 RCS W OZ2 S.IS ® Humer 111311, PR0556SO.VVR 1 SST 00 6M CON O Hunter MTICSO PR0STXPR544CVR 5 82N q0 14 OM HUMer 1112001 PRO GN-INC10.CVR 5 90 -RN a0 19 • Humer.11. lCIAffilRSJOCVR G ACK, N 35 ® Tnc xunler TINNY N2 360 30 1. 3 6 Tao Hunlel PCyS 654 ,3W 30 D.51 3 3YMROL IMI1lIFACNREWMDOEINESCRIPTION ON 1) HUM¢, PROSP 2GV-R MN a GO[ Irn9ation Pmdr lGDFN M Hume, Tnc Hunts HELOG 504 ®® Xeala Reaeiv¢OnPl.,n¢ eeR-N.IN 120Poa.1. Tu1(9Pray NA1ne Prexale Campensalln9l¢nnaopa Dnpfne aElM1 Rui41n 15.0 �J CneA Vahe.l AGpll emltlersa1120'O.C. pnpEna lafenle N¢a ler 111,- LPb Wn spareEa116.P aparLmNemilersoHsel kr Nec9Ulerpanzm. A4 Hunte' InWhnnpine on ficin dtlee elplenlmafenal. .WhuM1 ANLL MNRIFACTGRFNQOSFUEMRIP11011 FITY _ aea P, 001 Humer PGV401 na1TPuryle Valve G" 12 lei `- Hunler PCZ-1011na Jumhe purple Valve Ooa 13 InCaa¢ P PVcdeenle ma IV PmMe valve ma glorm eaah AT Ilunier getup olvaNes. UIRFIT IA Hunler 111.111 MND0 Cenhdler 1 O© U.,1 .." IG5laNe OUMNr 3 OS IDJUel SeynsyncN4aN¢r sena' s ® RetleMeYYMer N.eier� l%c10en) 3 T,N, Irrlgetiontatenl llne: PVC N... OND,J0 5,7WLL --- GVYInlH"'I,: PWI-11.PPGMPurple 52011. _ _ _ _ _ pipe Sleeve: PVC IMenula 0 9a xnmer IRRIGAT ON F..VIS SHALL IF REG PON SIG LE FOR TF E C.1 TARE OFF WATERING SCHEDULE xOM6ER MODEL TYPE PRECIP GPM Al Hume, I. Nr OnPPne 1.20 Wn MIO pR Hunlar Tu1(9Pray 1.69Wn 15.0 A3 Numer N¢a ler 111,- LPb Wn 100 A4 Hunte' TW ROU, .WhuM1 FT AS Humer aea P, 001 1... DA A0 lamer aea lm C"'- 12.0 AT Ilunier iw19p'M UIRFIT Ae AVERAGE WLLCN9 PER MEEK 2655 et Hunler .,I IN^e AYP, LM Wx Iso BZ Nunlee T,N, 169 hJn 139 Humer A,- P, O I.Z6IJn 14� 9a xnmer ae+arO '.l IIR Wn Is xnmer Twsp.Y 1.a9 nm ma Bs xn le' aea'm'JQN+ I.2H Wn u o G1 xnmer 10 m Nl PON. 2a Wn 169Wn Ian xnmer USwy II Hunts Ne+lor.,- 1,2s IMr G.J. 111 Hu Q., TDX" 1.69Wn 19.2 XASAGE.1.10 PER WEEK 9.151 Hunler aea for LTyl'.na LOU. 160 2 Hunlar T."ll 1691Nn C. a+a le 0"1 N. 1. GI aea nr C"- FMIIL, 1. FF Hunler ..I,y RUIT, Hunler T.CNEIR I6➢A, IB.I CT xunler U.PIPS, I 691r✓n 18.1 C6 U., T,, PP, 1.69 fits 19.2 AVERAGEWLLONSPERWEEK25Ys RRIGATION NOTES: 1. THE PLANS AND DRAWINGS ARE DIAGRAMMATIC OF THE WORK TO BE PERFORMED. SOME COMPONEMS MAY BE SHOWN OUTSIDE THE WORK AREA FOR CLAN". THE WORK SHALL BE EMCUTED IN A MANNER TO AVOID CONFLICTS WRY UTILITIES AND OTHER ELEMENTS OF CONSTRUCTION, INCLUDING LANDSCAPE MATERIALS. ALL DEVIATIONS FROM THE PLANS STATUE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE BEING INSTALLED. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL MY ASPECT OF THE IRRIGATION SYSTEM As SHOWN ON THE PLMISAND DRAWINGS, WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DISCREPANCIES EXIST THAT MIGHT NOT HAVE BEEN MOWN DURING THE DESIGN OF THE IRRIGATION SYSTEM. IN THE EVENT THAT NOTIFICATION OF THE CONFLICT IS NOT APPROVED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR WILL ASSUME FULL RESPONSIBILITY FOR ALL REVISIONS. 2, THE IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS, IRRIGATION SYSTEM SPECIFICATIONS AND ALL CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COMPLY WITH ALL PREVAILING LOCAL CODES, ORDINANCES, AND REGULATIONS. 3, CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, INCLUDING UTILITY LOCATIONS, BEFORE INSTALLATION OF THE IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THE PLANS -CONTRACTOR TO VERIFY. COORDINATE ALL IRRIGATION SYSTEM CONSTRUCTION WITH EXISTING AND NEW PLANTINGS TO AVOID CONFLICT OR INTERFERENCE WITH LOCATION OF PIPING, SLEEVING, CABLES, AND SERVICE UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION WITH ALL OTHER CONSTRUCTION ON SITE, ESPECIALLY LANDSCAPE INSTALLATION. IRRIGATION SYSTEM SHALL BE RELOCATED AT NO ADDITIONAL COST FOR PINY CONFLICT WITH LANDSCAPE INSTALLATION OR ANY OTHER SITE CONSTRUCTION OR EXISTING CONDITIONS. ALL COMPONENTS THAT PRE NOT COMAINEO WITHIN THE SPECIFIC AREAS SHOWN OR CALLED OUT 4. WHERE EXISTMG OR NEW TREES, LIGHT STANDARDS, SIGNS, ELECTRONIC CONTROLLERS ANDIOR OTHER OBJECTS PRE AN OBSTRUCTION TO AN IRRIGATION SPRINKLER'S PATTERN, THE COMPONENT AND PIPING SHALL BE RELOCATED AS NECESSARY TO OBTAIN PROPER COVERAGE OF AN IRRIGATION SPRINKLERS PATTERN, THE COMPONEMAND PIPING SHALL BE RELOCATED AS NECESSARY TO OBTAIN THE PROPER COVERAGE WITHOUT DAMAGING THE OBSTRUCTION. OWNER'S REPRESENTATIVE SHALL DETERMINE WHETHER AN OBSTRUCTION OCCURS OR NOT. 5. COMPONENT SPACINGS ARE MAXIMUM. DO NOT EXCEED SPACINGS SHOWN OR NOTED ON THE PLANS. COMPONENT SPACINGS MAY BE ADJUSTED TO ACCOMMODATE CHANGES IN TERRAIN AND PI INTUNG LAYOUT AS LONG AS THE MODIFIED SPACINGS OO NOT EXCEED THE SPACINGS SHOWN IN THE PLIAS. UNLESS SHOWN OTHERWISE, CONTRACTOR SHALL PROVIDE 100% COVERAGE, 6, ALL MATERIALS AND EQUIPMENT SHOWN SHALL BE NEW AND INSTALLED AS DETAILED ON THE PLANS. IF THE DEMANDS DO NOT THOROUGHLY DESCRIBE THE TECHNIQUES TO BE USED, THE INSTALLER SHALL FOLLOW THE INSTALLATION METHODS AND INSTRUCTIONS RECOMMENDED BY THEIR MANUFACTURER. C THE LOCATION OF THE IRRIGATION MANLIKE SHALL BE IDENTIFIED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION, S. IRRIGATION CONTRACTOR SHALL ADJUST ALL SPRINKLERS, CONTROLLER ANO OTHER DEVICES TO OBTAIN SPECIFIED OPERATING PARAMETERS, INCLUDING COVERAGE, OPERATING PRESSURE, FLOW RATES AND OPERATION TIME, AS INDICATED ON THE DRAWINGS AND IN THE IRRIGATION SYSTEM SPECIFICATIONS 9. CONTRACTOR TO PROVIDE INSTALLATION SHOP DRAWINGS AND MANUFACTURER PRODUCT INFORMATION FOR ALL IRRIGATION COMPONENTS, ALL INSTALLATIONS SHALL BE AS RECOMMENDED BY MANUFACTURERS, THE QUANTITIES SHOWN IN THE LEGENDS AND SYMBOL SHEETS SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONDUCTING A COMPREHENSIVE MATERIALS TAKEOFF TO DETERMINE THE ACTUAL QUANTITIES OF MATERIAL NECESSARY TO EXECUTE THE WORK DESCRIBED IN THE DOCUMENTS. 10 ALL TRENCHES SHALL BE BACKFILLED WITH CLEAN, DEBRRYPNEE MATERIALS. CLEAN SAND SHALL BE USED FOR BEDDING "TERM IF PARENT SOIL CANNOT BE ADEQUATELY RID OF ROCK AND OTHER EXTRANEOUS DEBRIS, FUTURE PIPE SHALL BE PROHIBITED. 11. ALL SOLVENT WELDING SHALL BE PRECEDED BY PRIMING OF THE FIRINGS AND PIPE AS RECOMMENDED BY THE MANUFACTURER. IS DURING INSTALLATION AND UPON COMPLETION OF THE IRRIGATION SYSTEM, DECODERS SHALL BE PROGRAMMED TO THE CONTROLLER STATION AS PER THE IRRIGATION ZONE NUMBER, CONTRACTOR TO LABEL ALL VALVE BOX COVERS WITH THE CORRESPONDING CONTENDER ZONE NUMBER, NUMBERING SIZE T'. PROVIDE TAGS TO ALL VALVES AS SHOWNPERDETNLS 13. CONTRACTOR TO PLACE TREE BUBBLERS AT OUTER EDGE OF ROOT BALL NOT OUTER EDGE OF PLANNING HOLE 14. THE CONTROLWIRE SHALL 0E 14 GAUGE UL LISTED FOR DIRECT BURIAL ALL WIRE SPLICES SHALL BE MADE WITH 3WDBY WIRE CONNECTORS, 15. OWNER WILLOEIFRMINECONTROLLER LOCATION AND PROVIDE ELECTRIC SERVICEWITHIN 53 OF LOCATION. IRRIGATION CONTRACTOR SHMLLBERESPONSIBLE FOR CONNECTION LESS THE ELECTRICAL SERVICE TO THE IRRIGATION CONTROLLER. 16. LOCATE ALL VALVES IN PUNTING BEDS OR MULCHED AREAS WITH A MINIMUM OFFSET OF 3'-IY' FROM BACK OF CURB OR EDGE OF PAVEMENT. 17. ALL VALVES(SOLENOID, GATE ISOLATION, AIR RELIEF AND FLUSH). SURGE PROTECTORS AND FILTERS SHALL BE LOCATED WITHIN THE SPECIFIED VALVE BOXES, 13, ALL IRRIGATION LINES UNDER PAVEMENT SHALL BE INSTAL IED WITHIN SON 40 PVC SLEEVES AS NOTED, IRRIGATION COMMUNICATION CABLE SHALL HAVE IT'S OWN SEPARATE SLEEVE UNLESS NOTED OTHERWISE 19, THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR ALL SLEEVWG. MAINLINE COUPLING IN SLEEVES$FALL BE SOLVENT WELD, 20. ALLUNSIMD PIPE SHALL BE Y4'. 21. IRRIGATION LATERAL LINES TO BE BURIED ATA DEPTH OF 12' UNLESS NOTED OTHERWISE. 22. IRRIGATION MAINLINES TO BE BURIED ATAOEPTH OF 1@' UNLESS NOTED OTHERWISE. 21 ALLCOMPONEMS INSTALLED BY THE IRRIGATION CONTRACTOR, SHALL BE LOCATED ON THE"ASBUILP DRAWING& THE EXACT LOCATION AND DEPTH BELOW FINISH GRADE OF CONTROL VALVE, ISOLATION VALVES AND SLEEVES SHALL BE NOTED WITH TWO REFERENCE POINTS ON THE "ASAUILT' DRAWINGS. THE "ASBNLT' SHALL BE PROVIDED IN ELECTRONIC PDF FORMAT WITH TWO HARD COPIES. 24. IRRIGATION CONTRACTOR SHALL SECURE My AND ALL NECESSARY PERMITS FOR TIE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ONSITE. COPIES OF THE PERMITS SHALL BE SEW TO THE LANDSCAPE SUPERVISOR. WORK IN THE RIGHT OF WAY SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCALANDIOR STATE HIGHWAY JURISDICTION. 25. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FORA SPEEDY AND ORDERLY FLOW OF VEHICULAR TRAFFIC AND COMPLETION OF ALL WORK ON THE SITE 26. NO IRRIGATION RISERS SHALL BE USED. 27. THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION SHALL INCORPORATE WATERSENSE PLUMBING FIXTURES AND ENERGY STAR APPLIANCES AS REQUIRED BY CHAPTER 175 OFTHE CITY OF COOPER CODE OF ORDINANCES. 28. THERE SHALL BE A MINIMUM OF FOUR (4) INCHES BETWEEN DISTRIBUTION EQUIPMENT AND PAVEMENT. 29. ALL RECLAIMED WATER IRRIGATION SYSTEM PIPING, FIXTURES AND DEVICES SHALL BE COLOR CODED PURPLE. THE PURPLE COLOR SHALL BE ADDED ASA PIGMENT TO THE MATERV LAT THE TIME OF MANUFACTURE. FIELD INSTALLED PURPLE CAP$ WILL NOT BE PERMITTED ON NEW INSTALLATIONS. INSTAL. RECLAIM WATER ADVISORY SIGNS AT THREE ENTRANCES TO PARKING AREAS, WATERING USAGE LOW VOLUME AN UNIRRIGATED AREA: 17,000 (61%) HIGH VOLUME IRRIGATED AREA: 10,555 (39%) Crawford Irrigation DesA7n, �nc. IRRIGATION DESIGN AND CO.II.1- ATIGN SERV ICE; CIS ...... YIG EnWLWSH.C.1 nal Murray Im Design Group UWDSFAPEAGGUPJ UUF 246 NOUN Westmonte Dtive Altamonte Sp FL 3DI4 PM1one:14D]1340,1140.1196 wrvrv.munayslteEeslgncaet i `N U a 0 U i.Ioz C% e 1aa.rI1 y^ Fnl y (1 u Y O ..1 O O w � a nn V 12 F U m E. 4 V1 AME: SHHE■■EETTI■NO. L_L.O Murray Design Group IA1E5 9FRYW.E rAHCSCAfEAGCHREC,UIF vuv[w.em.czswL m,wvENu.E ttrc�ivxrs e»sSKolu,e —ryC smut, R.L.W.I. PPERVER0E 246 Noah Westmonte Drive vuvF soa Altamonte"'IngF FL 32714 FUSxciAI—IORGLACE 0evrvxvE„m>H=znx uu2[x mane: 1402134.1196 FIr115N CRAGE 1 I_s4 5.11r1� 111, �1 U, (.1 W4 [,c aazrt�s.Bdue. )✓w'amnmw.amnlTM 3.U. MMGN, x .YnrmURFertmeae: gntam /dJ>LIWLeLIYYNll.DLA16LN�a1%IIWLLll ,_... - .. ARIBUESTARTLitlBOAKP1Nf1£PWara <q,IPPLiEC CLEAN\ III- III =\/ \ij-\,. AE,NS All SOFILL UPUNUNN IAIERALNNE 120ELGWFlmsx GRPGE V-3IaRLneTeENsrPUFnNrmenluaurFx1.1 aF IrereIMTIGNMNNLINE 16 MELG EfINI3HGRAGE -III 1 � 91rNBY8GE -II V 1exAasPce."GONTROLNIRE i INSTAILEGuxDEnr.WNUNE ceNLwsrgmllwn.rnlwstN,eNGTES: . mDEPTH MEASUREMENTSARE TO BE DONE FROM FINISH GRACE . TOTOPOF PIPE. FV z. PROVIDER V MINIMUM VERTICAL SEPARATION BETWEEN �,ZFW MAINLINES AND LATERAL LINES. FYI AAMCiF:' -' 3. ALL TRENCHES SHALL BE SA KITED WITH CLEAN S GI L fR EE C F p CEeRrs a NO%rous MS.., E TRENCHING DETAIL VALVE BOX DETAIL DRIPLINE LAYOUT z sGl'F' s-ar_rrts '1' 3 a SCALE: NTS u u „ � R � REPRESSIiIOPILB1.'� -l% ' MARRATMIR.E..OESN1Tx THEZGNENUMBERAS c, 3+ _(1/ .., , OIflECTECBYIHE WNGSCAPE H P Da `j FCi BVpOLEA LOCATELV,IHIrI - C<`l ARCHITECT. S "IM -1 J 2 -les START a -- VALVE E. }l RENT Foa .,p.%esiexwsxvrvnvEw.v[[Viopve _ xF,F% G,NED,RE SUNINUMPS FINISH RUN E TNR.IVRGO EUR-D-ANVSUS -E `✓ f, RMUIPE T1812 . I UR.ADERENROILSTAPLER ;seauama c� Dmac EFELrvfl„c �/\`.. u4y/\\\/ 1 AW% SURGE LGESS 'i �j�\`�j//�Y .�\//%� - REMOTERSTRU.L �") nL o --h-PURREEN GE.U. NHUAporyIDVAL, HE — ITE /\\\ \ `\\ / / VALVE o W AR. ONSUPIVNDeTTEER.RTER \ 45 45 nl b •V bN FISAL \" NIPPLE •. TEE {il ti LR {DOUSED O suTLv,RA<R USEa TJDPPEi FIEFPIPE PAVEL NsmE1 U .PNELVAUSUET1 rNurERPL BASE NII WDN,NE F u O .R5 IIMIEA ENNI RTURMEP ssooFaGFPPA1PLLxEa�IRALELwnvrnsil°leu c'e DPOJPCFirtiaftwiROl TEftIMEiER.WNOi z'iriiu xSU17O1IROmAVH.a.FSTTorftwn M1WNLIIIE rl O C) y eueeiu CbRSA R. xFPE"TOw SFORSUBBLFf VOwrnEaUSBLERDS Tn�,S L reeEIPERMax IRREGULAR AREA DIPLINE LAYOUT PERPREVORECUL BUBBLER APPLICATION ELECTRIC VALVE INSTALLATION DETAIL U wrercgnoN DErNL SCgLE'. NrS ty >' O^ (L (A DE'VDIUFANRElAERISINE ISNixE -ARamvn NMEUMMERN, roy PONE, REGARGES To IN' PRESP IN SRI .1.1 INS 'oEit,R.nTEntx"xnExF,LeenvPxDRDDt AS.BON) GNAY.N,D SURE TG "FE ®„TALLEDAE Gu,NS�FAx<xNAll GftNNvAE ll �<N eAeNBEP \ P SUP RECLAIMED \\ WATER 1-I'lo'GEM<nvELE E M.MbO.W.W. USED FOR Sarre IATE RALLIIIE Call eearay adl, IRRIGATION -='_ \\/ \\//\\ aegl:,mmnuuGw13e3 /' ••�\\� °DO NOT DRIN , VNre AET¢<ImeLsnEAR / >10GATE. otloso �\\. EVIL. IgiESALiE PROJECTNG' 2o01.WCG.a1 uosmecmFwowelAiEssvrrea ��aa Pv FnRLE L "NO BEBEFE PIUSEEl'wIIIA—EIRE /\ R CWY DES 'NEDBY GIVY -1.1 XI "I 1,110ESMUSEEP, Crawford Irrigation De5lgnr Inc. RVM SHEET NO. [OL<4TrtslarE�ELRTwI SPRAY HEAD AND ROTOR DETAIL RECLAIMED WATER ADVISORY SIGN DETAIL IRICIGnTILIr4 DEIGN AND OONSULTATION SERVICE; SLEEVING ROUGH -IN DETAIL R<RLENTR 7� my TO x,NF C,E7� EnalLaay+alanNenel 'A/■, Tom( ■ ■o®III <R RLENm HIII.l.t.floam rer.t3BB14zamn 11W O SHCOUNTRY LCBLY OASHLAR ERADO EOEESTONEHSTONE VENEER � C m O■TRESPA FIBER HORZODNTAL SLIDING NT O ■ "BLACK OF NGHT' O ■ SW 6694 "COPPER HARBOR" RECEIVED FEB 19 2020 CITY OF OCOEE NORTH ELEVATION rAfbi kv Cti�ci &. fefersvtc Architects Engineers Planners OCOEE VILLAGES CENTER SOUTH RETAIL Clarcona Ocoee Rd. & N.Lakewood Avenue - Ocoee, FL • C&P Project #2190676 • 01-23-2020 SOUTH ELEVATION EAST ELEVATION WEST ELEVATION ft& l z tilu? 87-77 m OCOEE VILLAGES CENTER SOUTH RETAIL Architects Engineers Planners Clarcona Ocoee Rd. & N.Lakewood Avenue - Ocoee, FL • C&P Project #2190676 • 01-23-2020 @ELEVATION - RIGHT SIDE OjjhEVATION - REAR kmmm OE. L VATION - LEFT SIDE 11, BE COMMERCIAL BUILDING ELEVATIONS N.T.S. Date Published and Media Name 4B The West Orange Times Thuisday, September 24.2020 Advertisement or Article FIRST INSERTION — _ ---- CITY OF OCOEE NOTICE OF PUBLIC HEARING LARGE SCALE PRET iM1NARY/FINAL SITE PLAN FOR OCOEE VILLAGE CENTER "SOUTHEAST COMMERCIAL" CASE NUMBER: IS -2019-009 NOTICE IS HEREBY GIVEN, pursuant to Article IV, Sections 4-3A(4), of tht Ci?-, of Ocoee Land Development Code, that on TUESDAY, OCTOBER 6, 2020, 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 Preliminary/Final Site Plan for Southeast Commercial at Ocoee Village Center. The parcel identification number is 05-22-28-0000-00-004 and is located on Clarcona Ocoee Road, east of the 429 Expressway. The parcel contains 47.28 acres of which 4.71 arses will be Southeast Commercial- The developer is proposing a mixed-use development to be split into two (2) phases. Phase one (1) is proposing a 14,000 s.f. building mixed with retail and restaurants, and a 5,000 s.f. gas station with a convenience store. Phase two (2) is proposing a 4,000 s.f. quick service restaurant All interested parties are invited to be heard during the public hearing portion of the meeting. City Hall is closed to the public and is subject to change based on the Governor's Executive Order. This meeting is broadcasted live on Spectrum Channel 493 with a live stream at www.Ocoee.org/197/0coee-TV. Any inter- ested party is invited to offer comments and/or questions during the hearing by emailing citizens@ocoee.org or calling 407-554-7118 or by registering in advance by emailing citizens@ocoee-org or calling 407-905-3105 and City staff will call you during the live meeting. A complete case file, including a com- plete legal description by metes and bounds, may be examined upon request by phone or email through the Ocoee Planning Department at 407-905-3157 or mrivem@ocoee.org. The City Commission may continue this 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 hearings will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based. Persons with disabilities needing assistance to participate in any of these proceedings should contact the City Clerk's Office 48 hours in advance of the meeting at 407-905-3105. September 24, 2020 20-03794W