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HomeMy WebLinkAboutItem 16 Preliminary/Final Large-Scale Site Plan for Ocoee Village Center “Allure at Ocoee Village Center.”Contact Name: Contact Number: t J\ Ocoee lorlda AGENDA ITEM COVER SHEET Meeting Date: October 6, 2020 Item # I Lo 7W/L Michael Rumer Ext. 1018 Reviewed By: Department Director: City Manager: Subject: Allure Apartments at Ocoee Village Center PUD Preliminary/Final Site Plan Project # LS -2019-007 Commission District #1 — Larry Brinson. Sr. BACKGROUND SUMMARY: The Allure Apartments at Ocoee Village Center is located on the north side of Clarcona Ocoee Road and east of SR 429. The apartments are 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 portion of the apartment from 316 units to 320 units. 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 / Oran e Coun Agriculture / Vacant "PUD" The Allure at Ocoee Village Center is a proposed 320 -unit multi -family Apartment housing development on 15.63 acres. The development will consist of four (4) apartment buildings containing 80 units in 101,000 SF with four - stories. A 10,000 SF clubhouse will anchor a pool and other amenities. Four garage areas are provided for covered parking, and a dog park internal to the site is provided. The Apartments will have a 90% mixture of one - and two-bedroom units, and 10% of the units will be three (3) bedrooms. Large landscaped buffers are provided to SR 429 along with wet detention ponds that will be landscaped. The project will access Clarcona Ocoee Road via an improved intersection promoting pedestrian access. Utilities will be extended to the site from the south. As part of a project with the Orange County utility department, the applicant will connect reclaimed water from the west side of the 429 Expressway via jack and bore and run the lines to eh eastern side of the property. ISSUE: Should the Honorable Mayor and City Commission approve the Preliminary/Final Site Plan for the Allure Apartments 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 Allure Apartments 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 Subdivision Plan for Townhomes 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 Subdivision Plan, 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 Allure Apartments at Ocoee Village Center PUD. ATTACHMENTS: Zoning Map Aerial Preliminary/Final Site Plan for Allure Apartments at Ocoee Village Center PUD Elevations FINANCIAL IMPACT: None Type of Item: (please mark with an 'x') Public Hearing Ordinance First Reading Ordinance Second Reading Resolution X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by () N For Clerk's Dept Use: Consent Agenda Public Hearing Regular Agenda N/A N/A N/A N Allure Apartments at Ocoee Village Center . Y V a , a � 1„ TT i - • I i f 3 4'. IV , 1n v . J = " � E r t r p r F " r :NJ iF" ii MDLII -M .. M sm M� ■■■■■■N■I■■ M ii m ON 1941M oil moull Im mm MY!]i I11I11I ■►�■■C-11■ Lam■ PROJECT TEANI gPPtICgNTIOEVELOPER: KENNETH W BUCHMAN, OWNERS REP Ell a LAUREL OA( DRIVE PLANT CITY, FLORIDA 33550 PHONE 81}764 3010 KENSUCHMAN EG"I-GOM CIVIL ENGINEER: WCHLFARTH CONSULTING GROUP, LLB CONTACT RICHARD C. WOHIFARTH, PX246 N. WE6TMBNTE DRIVE ALTAMONTE SPRINGS, FL 41T-7EA3123 RWOHLFARTH®WCGROUP.CO SURVEYOR: WBHLFARTH CONSULTING GROUP, LLC CONTACT: WILSON E WAY, PSM ED N. WEGTME NTE DRIVE ALTMONTE SPRINGS. FL 407-750-3123 RWOHLFARTHMWCGROUPAO PRELIMINARY/FINAL SITE PLANS for THE ALLURE AT OCOEE VILLAGE CENTER l LANDSCAPE ARCHITECT: FOSTER CONANT & ASSOCIATES IF IrU W. ROBINSON AT ORFAIN 0 0, FL 32801-1017 PHONE 4.714.222E 7r.nEk.�TG.m SITE ADDRESS: CLARCONA - OCOEE ROAD LOCATION NIAP LEGAL DESCRIPTION: Ati T<LrT, 1yLAY N.T.S. A PORTION OF THE SOUTHWEST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCE ATTHE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 5; THENCE SOUTH 89.07 -IF EAST ALONG THE NORTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 5, A 015TANCE OF 1252.78 FEET TOTHE POINFOF BEGINNING; THENCE CONTINUE ALONG SAID NORTH LINE SOUTH 88-]'15" FAST, FORA DISTANCE OF 122.87 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST 3/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 5; THENCE SOUTH 00'17'43" WEST ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 5, A DISTANCE OF 1,063 35 FEET; THENCE DEPARDNG SAID FAST LIFE RUN NORTH 89'13'22"WEST, ADISTANCE OF 20&98 FEET; THENCE NORTH 76'33'SS"WE4, ADISTANCE OF 262.37 FEES, THENCESOUR122-2]'HS' WEST, A DISTANCE OF 9.33 FEET; THENCE NORTH 76-33'58" WESC A DISTANCE OF 2].99 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTH; THENCE WESTERLY ALONG SAID CURVE HAVING A RADIUS OF 535.60 FEET, A CENTRAL ANGLE OF 17-0'55° FOR AN ARC DISTANCE OF 158.80 FEETTO APO OF COMPOUND CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST; THENCE NORTH W ESTERLV ALONG SAID CURVE HAVING q RADIUS OF 99221 FEET, A CENTRAL ANGLE OF 02'1]'2]" FOR AN ARC DISTANCE OF 39.67 FEETTO A POINT OF NON -TANGENCY; THENCE NORTH 32'4424" FAST, A DISTANCE OF 23.0 FEET TO A POINT ON THE ARC OFA NON -TANGENT CURVE CONCAVE TO THE NORTHEAST, THE RADIUS POINT OF WHICH OE R5 NORTH 32'44'24" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 959.21 FEET, A CENTRAL ANGLE OF 06'0]31" FOR AN ARC DISTANCE OF 103.52 FEET; THENCE NORTH 38'51'35" EAST ALONG A NON -TANGENT UNE, A DISTANCE OF 28.22 FEET; THENCE NORTH 50'56'06" WEST, A DISTANCE OF 252.23 FEETTOA POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTH; THENCE WESTERLY ALONG SAID CURVE HAVING ARADIUS OF 26.00 FEET, A CENTRAL ANGLE OF 77'45'19" FOR AN ARC DISTANCE OF 35.28 FEET TO A POINT OF TANGENCY; THENCE SOUTH 5l'lV34 -WEST, A DISTANCE OF 289.4 FEET TOA POINT ON THE NORTHERLY LINE OF RIGHT OF WAY TAKING, PARCEL NO. RHO, PER OFFICIAL RECORDS BOOK 9816, PAGE RISC OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE NORTH 49'49'0Z" WEST ALONG SAID NORTHERLY LINEA DISTANCE OF 75.94 FELTENA POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD 429, WESTERN BELTWAY,A UMITED ACCESS RIGHT -LIF WAY, PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 7532R6460 6W/603; THENCE NORTH 54'40'57" EMUALONG SAID SOUTHERLY RIGHT.OF-WAY LINE, ADISTANCE OF 1,377.66 FEET TO THE POINT OF BEGINNING. SAID (ANDS SITUATE LYING AND BEING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 15.634 ACRES 16SKOD5 SQUARE FEEFI, MORE OR LESS UTILITIES POTABLEWATER CITY OF OCOEE NONAOTABLE WATER CITY OF 0CGEE WASTEWATER CITY OF OCOEE POWER DUKE ENERGY TELECOMMUNICATIONS SPECTRUM GAS LAKE APOPKA NATURAL GAS WOHLFARTH CONSULTING G H 0P GROUP LLC ENGINEERS k PLWNEflS tAADGEVELGPMENIB ENGINFFAINGSERNCES 246 N. WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 32714 -„-,.,- „- -„-- (407) 750-3123 AGENCY PERMITS REQUIRED DATEAPPROVED I AI DRAWING INDEX rE C-0.0 COVER SHEET C-1.0 GENERAL NOTES C-1.1 CONDITIONS OF APPROVAL C-2.0 EXISTING CONDITIONS & SOILS MAP C-30 OVERALL SITE PLAN C-3.1 - C-32 SITE PLAN C-3.3 FIRE TRUCK TURN ANALYSIS C40 OVERALL UTILITY PLAN C-4.1 - C-42 UTILITY PLAN C-5.0 OVERALL DRAINAGE PLAN C-5.1 - C-" .RAI (PLAN 6-5.6 - C-57 DRAINAGE DETAILS C-6.0 STORMWATER POLLUTION PREVENTION PLAN C-6.1 EROSION CONTROL DETAILS C-7.0 STANDARD CONSTRUCTION DETAILS C-7.1 STANDARD CONSTRUCTION DETAILS C-8.0 CITY OF OCOEE STANDARD UTILITY DETAILS C-8.1 CITY OF OCOEE STANDARD UTILITY DETAILS C-82 CITY OF OCOEE STANDARD UTILITY DETAILS 1-2 BOUNDARY AND TOPOGRAPHIC SURVEY 2 - 2 BOUNDARY SURVEY L-001 - L-600 LANDSCAPE/HARDCAPE/IRRIGATION PLANS TAX I.D. PARCEL NUNIBERS: 05-22-28-0000-00-040 ENGINEERSPREGECTN0.201&017 GENERAL NOTES m I. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE LS. NOTE PER ME CITY T OCOEE ENGINEERING STANDARDS MANUAL. LANG DEVELOPMENT CODE, AND CITY DETAILS. NOR MAT 1S ( MOST STRINGENT STANDARDS BETWEEN CITY STANDARDS AND STANDARDS SET FORMOWED. IN ThIE GENERAL NOBS (AS DETERMINED BY THE ENGINEER OF RECORD OR ME CITY) SHOULD BE FOLLOWED. X THE GEOTECHNICAL REPORT SHALL BE REVIEWED BY THE CONTRACTOR, AND ME CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ME SITE, INCLUDING ALL SURFACE AND SUBSURFACE CONDITIONS, ME WORK REQUIRED, AND ALL OVER CONDITIONS THAT MAY AFFECT ME SUCCESSFUL COMPLETION OF ME JOB PRIOR TO COMMENCEMENT OF WORK. 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY NIM ALL LAWS. ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON ME CONDUCT OF THE WORK, AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES MAT ME DRAVANGS AND SPECIFlCATONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY ME ENGINEER, IN WRITING AND ANY NECESSARY CHANGES SHALL BE MUTT M AS PRONGED IN ME AGREEMENT FOR CHANGES IN THE 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 THEIR AGENTS AND EMPLOYEES AND OFFER PERSONS PERFORMING ANY OF ME WORK UNDER A CONTRACT NIM ME CONTRACTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH GOVERNMENTAL DEPARTMENTS, PUBLIC OVULES, PUBLIC CARRIERS, SERVICE COMPANIES, AND CORPORATIONS OWING OR CONTROLLED ROADWAYS. RAILWAYS, WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, AND TELEGRAPH FACILITIES SUCH AS PAVEMENTS, TRACKS, PIPING, WRES, CABLES, CONDUITS. POLES, GUYS, OR TITHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWITH MAT ARE ENCOUNTERED IN ME WORK IN ORDER THAT SUCH ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED. 6. UNLESS OTHERWISE SPECIFIED IN ME GENERAL CONDITIONS, ALL CONSTRUCTION IS TO BE GOVERNED BY ME PLANS, APPLICABLE PERMITS, AND SPECIFICATIONS HEREIN. AND ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING AND SAFETY CODES. LAWS AND ORDINANCE5. J. PRIOR TO PERFORMING ANY WORK WITHIN ANY POSTED OR MUTT RIGHT-OF-WAY, CONTRACTOR SHALL OBTAIN AUTHORIZATION AND PERIAN FROM JURISDICTION RESPONSIBLE FOR SUCH RIGHT-OF-WAY. IN ADDITON, CONTRACTOR SHALL OBTAIN GAS I.D. NUMBER FROM LOCAL GAS COMPANY AND NOTIFY SUNSHINE STAR ONE -CALL UTILITY NOTIFICATION CENTER AT 1-800-432-4270 AT LEAST 48 HOURS PRIOR TO START OF WORK. B. PRIOR TO PERFORMING ANY WORK WIMIN ANY PUBLIC RIGHT-OF-WAY, CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL PLAN CONSISTENT YAM ME "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PUBLISHED BY ME U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, ANO SUBMIT TO THE COUNTY ENGINEER FOR APPROVAL. 9. IN ME EVENT ME CONTRACTOR DISCOVERS ANY ERRORS OR OMI§MMS IN ME PLANS HE SHALL IMMEDIATELY HOMEY ME ENGINEER AND/OR OWNER OR OWNERS AGENT. 10. CONTRACTOR SHALL PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS AND PROPERTY CORNERS, IN ME EVENT ME MONUMENTS. POINTS OR MARKERS ARE DISTURBED ME CONTRACTOR SHALL EMPLOY A FLORIDA REGISTERED HAND SURVEYOR TO RESET OR REPLACE THEM. IL ME OMER, OWNERS AGENT AND INSPECTORS OF APPUCABLE GOVERNMENT JURISDICTIONS, SHALL AT ALL TOLD HAVE ACCESS TO ME WORK ALCHEMY AND YMENEVER IT IS IN PREPARATION OR PROGRESS; AND ME CONTRACTOR SHALL BROMIDE PROPER FACNTES FOR SUCH ACCESS AND FOR ME INSPECRON. 12, IT IS ME CONTRACTORS RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SEE PRE SAFE AND SECURED FROM UNAITHORIZEO ACCESS, USE, THEFT, OR VANDAUSM. SUCH PRECAUTIONS MAY INCLUDE IN5TALUTON OF SIGNS, FENCES, OR POSTING OF SECURITY GUARDS. 13. CONTRACTOR SHALL. AT ALL TIMES. UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATORS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHED BY THEIR MANUFACTURERS. 14. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT WAITED TO NNNIFFEC DITCHES STORM FARM PONDS, CANALS. ARTIFICIAL LAKES) CONTRACTOR SHALL INSTALL FENCES AND/OR TAKE ALL OMER REASONABLE AND PRUDENT STEPS TO INSURE THAT ACCESS TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS PREVENTED. 15. CONTRACTOR SHALL COMPLY IN EVERY RESPECT NAM ME PROLUSIONS OF ME FLORIDA STAR TRENCH SAFETY ACT. M6. ME CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR ME SAFETY OF, AND SHALL PROWDE ALL REASONABLE PROTECTOR TO PREVENT DAMAGE, INJURY OR LOSS i0: A. ALL EMPLOYEES ON ME WORK AND ALL OVER 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 SIR, UNDER ME CARE, CUSTODY OR CONTROL OF ME CONTRACTOR OR ANY OF ITS SUBCONTRACTORS, C. OVER PROPERTY AT ME SITE OR ADJACENT THERETO. INCLUDING TREES. SHRUBS. LAWNS. WALKS. PAVEMENTS. ROADWAY. STRUCTURES AND UTILITIES NOT DESIGNATED FOR DEMOUNTED IN ME COURSE OF CONSTRUCTION. 17. ME CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY CODES AND KIM ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PROUD, QUASI PUBLIC OR OMER AUTHORITY HAVING JURISOICDON FOR ME SAFETY OF PERSONS OR PROPERTY OR FOR THEIR PROTECTION AGAINST DAMAGE, INJURY OR LOSS, OR DESIGNED i0 PROTECT ME ENVIRONMENT. ME CONTRACTOR SHALL ERECT AND MAINTAIN. AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF ME WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND OVER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF ME EXISTENCE OF HAZARDS AND OF ME SAFETY REGULATIONS. 18. 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 THEM MAY BE NAME. SHALL BE REMEDIED BY ME CONTRACTOR, EXCEPT DAMAGE OR LOSS PROPERLY ATMIBUTARM SOLELY i0 THE ACTS OR OMISSIONS OF ME OWNER, OR ME ENGINEER OR ANYONE EMPLOYED BY THEM, OR FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE. AND NOT PROPERLY ATTRIBUTABLE IN "HOLE OR IN PART. TO THE 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 WITH ADEQUATE PROTECTION BY ME CONTRACTOR AT CONTRACTORS EXPENSE. 20. UNTIL FINAL ACCEPTANCE OF ME WORK By OWNER, THE CONTRACTOR SHALL HAVE THE CHARGE AND CARE OF AND SHALL BEAR ME RISK OF INJURY OR DAMAGE, LOSS OR EXPENSE TO ANY PART THEREOF. OR TO ANY MATERIALS STORED ON SITE, BY ME ACTION OF THE ELEMENTS OR FROM ANY OVER CAUSE WHETHER ARISING FROM THE EXECUTION OR NON-EXECUTON OF ME WORK. THE CONTRACTOR SHALL REBUILD, REPAIR, RESTORE ALL IAAHE GOOD ALL INJURIES OR DAMAGES TO MY PORTON OF ME WORK OCCASIONED BY ANY OF ME ABOVE CAUSES BEFORE FINAL ACCEPTANCE AND SHALL BEAR ME EXPENSES THEREOF. 2L ADEQUATE TRAFFIC CONTROL. BARRICADES AND FLAGMAN SERVICES SHALL BE FURNISHED AND MAINTNNEO BY ME CONTRACTOR AT ALL POINTS MERE CONVEYING EQUIPMENT ENGAGED ON THE WORD REGULARLY ENTERS ONTO OR CROSSES TRAFFIC-CARRYNG ROADS. 22. ME CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH ME FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT OF 1970 AND ALL RULES AND REGULATORS NOW OR HEREAFTER IN EFFECT UNDER SAID ACT, AND ME CONTRACTOR FURTHER AGREES TO COMPLY WM ANY AND ALL APPUCABLE STAR LAWS AND REGULATORS PERTAINING TO JOB SAFETY AND HEALTH. 23. CONTRACTOR AND ITS SUBCONTRACTORS SHALL USE. HANDLE, TRANSPORT, AND DISPOSE OF ALL MATERIALS (HAZARDOUS OR OTHERIMSE) IN COMPUANCE WM ALL PRESENT FEDERAL. STAR AND LOCAL ENVIRONMENTAL. HEALTH OR SAFETY LAW, INCLUDING, BUT NOT UMMOU TO, ALL SUCH STATUTES, REGULATIONS, RULES, ORDINANCES, CODES, AND RULES OF COMMON LAW. 24. CONTRACTOR FURTHER AGREES THAT CONTRACTOR AND ITS SUBCONTRACTORS SHALL NOT CAUSE THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY ITS WORK ON OR ABOUT ME JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL GOUTY ME APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE TAE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. 25. ME CONTRACTOR SIW1 PROTECT AND KEEP OWNER (INCLUDING THEIR AGENTS AND EMPLOYEES) FREE AND HARMLESS FROM ANY AND ALL LIABWtt, PUBLIC OR PRIVATE, PENALTIES, CONTRACTUAL OR OTHERWISE, LOSSES, DAMAGES, COSTS, ATTORNEYS FEES, EXPENSES, CAUSES OF ACTION, CLAIMS OR JUDGMENTS RESULTING FROM ME ALL INDEMNIFY OWNER FROM MY SUCH CLAIMS, PENALTIES. SUITS OR OR JUDICIAL. INCLUDING ATTORNEYS FEES PND OR INCURRED BY OR H AND/OR THEIR AGENTS AND EMPLOYEES. ME CONTRACTOR D VIOLATION OF ANY FEDERAL OR STATE SAFETY AND HEALTH LAW OR CONNECTED WITH THE PERFORMANCE OF WORK OR WORK TO BE MU INVIANIYY CRUM AGAINST MY AND ALL SUCH COSTS OR EXPENSES. 26. CONTRACTOR ANO ITS SUBCONTRACTORS SHALL, UPON COMPLETON OF PERFORMANCE OF ALL DUDES UNDER THIS CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WASTE CONTAINING AND HAZARDOUS MATERIAL FROM VE JOB SIZE. CONTRACTOR SHALL BEAR FULL FINANCIAL RESPONSIBILITY. AS BETWEEN ME PARTIES OF MIS CONTRACT, FOR VE COMPLIANCE OF CONTRACTOR AND ITS SUBCONTRACTORS HIM ME PROVISIONS OF VIS CONTRACT. 27. CONTRACTOR AGREES TO INDEMNIFY. DEFEND, PROTECT AND HOLD ME OWNER HARMLESS FROM AND AGAINST ANY CLAWS INCLUDING. WITHOUT LMITADON, ACTUAL AMORNEY'S FEES AND ANY COSTS OF INVESTIGATOR, SOILS TESTING, GOVERNMENTAL APPROVALS, REMEDIATION AND CLEANUP ARISING OUT OF OR IN ANY WAY CONNECTED WIM ME FAILURE OF CONTRACTOR OR ITS SUBCONTRACTORS, OR THEIR AGENTS, EMPLOYEES, OFFICERS, OR REPRESENTATVES, TO COMPLY WM ME TERMS OF MESE CONSTRUCTION DOCUMENTS. 28, SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF MY HAZARDOUS MATERIAL ON OR ABOUT ME JOB SHE IN VIOLATION OF THESE CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL IMMEDIATELY SO INFORM OWNER & ENGINEER IN WRITING. IN ME EVENT OF ANT SPILL, RELEASE OR ANY OFFER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY ME APPROPRIATE GOVERNMENTAL AGENCY, OWNER & ENGINEER AND SHALL LANE SUCH ARLON AS MAY BE NECESSARY TO MINIMIZE VE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. 29. IN ME EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON ME PREMISES ANY PIPEUNE UNDERGROUND STORAGE TANK OR OVER CONTAINER, OF ANY KIND, MAT MAY CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL, CONTRACTOR SHALL IMMEDIATELY STOP WORK IN ME AREA AFFECTED AND REPORT ME CONDITION TO OWNER AND/OR ENGINEER IN WRITING. 30. "HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) ME PRESENCE OF MICH REQUIRES INVESOGADON OR REMEDIATION UNDER ANY PRESENT FEDERAL. STATE OR LOCAL STAMPS, REGULATION, ORDINANCE, RULE. CODE. ORDER, ACTION, POLICY OR COMMON LAW, OR NO WHICH 15 OR BECOMES REFINED AS A "HAZARDOUS WASTE" "HAZARDOU5 SUBSTANCE." POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL. STATE OR LOCAL STANK, REGULATION, RULE OR ORDINANCE OR AMENDMENTS THERETO INCLUDING. WITHOUT LIMITATION. ME COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIA81UTY ACT (42 U.S.C. SECTIONS 9601 ET SEQ.) AND/OR ME RESOURCE CONSERVATION AND RECOVERY ACT (42 LLSG SECTIONS 6901 ET SED.). OR (C) MICH IS TOXIC, EXPLOSIVE,CORROSIVE, FLAMMABLE. INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC. OR OMERWSE HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY. AGENCY, DEPARTMENT, COMMISSION, BOARD, AGENCY OR INSTRUMENTAUTY OF ME UNITED STATES. ME STATE IN WHICH THE PREMISES ARE LOCATED OR ANY POLITICAL SUBOMSION THEREOF, OR (D) ME PRESENCE OF WHICH ON ME PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON ME PREMISES OR TO ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO ME HEALTH OR SAFETY OF PERSONS ON OR ABOUT ME PREIAISES. OR (E) MICH CONTAINS GASOLINE, DIESEL FUEL OR OVER PETROLEUM HYDROCARBONS, OR (F) MICH CONTAINS POLYCHLORINATED BIPHENYLS (PONS), ASBESTOS, LEAD OR UREA FORMALDEHYDE MAN INSULATION. 31. ME CONTRACTOR SHALL FIELD LOCATE ALL EXISTING MULIES AS TO SIZE, LOCATION, AND ELEVATION. ME CONTRACTOR SHALL NOTIFY ME ENGINEER OF ANY AND ALL CONVICTS, DEVIATIONS OR OMISSIONS TO THESE CONSTRUCTION DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 32. IF ANY METRO, INSPECTION OR APPROVAL REVEAL DEFECTIVE WORK, CONTRACTOR SHALL NOT BE ALLOWED TO RECEIVE ANY ASSOCIATED COSTS AND ME OWNER SHALL BE ENTRED TO DEDUCT FROM ME CONTRACT PRICE, BY ISSUING A CHANGE ORDER, OWNER'S COSTS ARISING OUT OF ME DEFEGTVE WORK, INCLUDING COSTS OF REPEATED PROCEDURES, COMPENSATION FOR ENGINEERS AND DESIGN ENGINEERS SEANCES AND ALL OVER RELATED COSTS. HANDICAP ACCESSIBILITY NOTES I. ALL CONSTRUCTION MUST MEET OR EXCEED ALL REQUIREMENTS AS BURGER IN ME AMERICANS WITH DISASIUDES ACT (ADA) AND ME FLORIDA ACCESSIBWtt CODE, MOST RECENT EDITIONS. BOTTOM OF CURB RAMP ELEVATION (D.O. RAMP) IS REIADVE TO EACH CURB RAMP CONOMON. ACTUAL ELEVATIONS SHALL BE BASED ON EXISTING GRADE OF CURB FLOW LINE AT ME B.O. RAMPS. 2. TOP OF CURB ELEVATION ADJACENT TO B.O. RAMP = 0.50 R. MAX. UNLESS O TERIWSE NOTED. 3. ADA REQUIREMENTS SUPERSEDE SPOT GRADES AT LOT LUMS. CONTRACTOR TO CUT BACK SLOPE AT 3:1 OR FLATTER AS NEEDED FOR RAMP AND SIDEWAIH CONNECTION. 4. REFER TO PLAN SHEETS AND BECTON$ FOR LOCATIONS AND SIDEWALK WIDTHS, 5. THE DETECTABLE WARNING STRIP SHALL CONSIST OF A 24 INCH WIDE TACTILE PATTERN OF RAISED TRUNCATED DOMES (ALIGNED 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. VE RAMP DETECTABLE WARNING STRIP SHALL BE CONTRASTING IN COLOR. ME MATERIAL USED TO PROVIDE CONTRAST SHALL CONTRAST BY AT LEAST 7= 6. ME CROSS SLOPE OF RAMP SURFACES AND ADJACENT STREET GRADES SHALL BE NO MORE VAN 1:50 OR 29 MAWIAUM. Z. CURB RAMPS CONSTRUCTED BY ME CONTRACTOR SHALL FLEET ALL CURRENT APPUCABLE A.D.A. REQUIREMENTS AND SHALL HAVE OETECTABLE WARNING COMPLYING YAM AD.A, REQUIREMENTS. ACCESSIBILITY HOLIES SHALL MEET ALL APPUCABLE AO.A. REQUIREMENTS. B. CONTRACTOR TO REFER TO MUNICIPALITY DETAILS AS NEEDED. 9. DRIVEWAY/ROADWAY CROSS SLOPES AT CROSSWAIHS SHALL BE MAXIMUM 2% PER ADA REQUIREMENTS. 10. SIDEWALK CROSS SLOPES SHALL BE MAXIMUM 28 PER ADA REQUIREMENTS. 11. CURB RAMP FLARES & LANDINGS SHALL MEET ADA REQUIREMENTS. 12. ACCESSIBLE ROUTE KIM RUNNING SLOPES GREATER MAN 1:20 IS A RAMP AND SHALL COMPLY WMH ADA RAMP REQUIREMENTS. 13. IT IS ME CONTRACTORS SOLE RESPON51BIOTY TO MEET ALL CURRENT ADA STANDARDS. CONTRACTOR SHALL REFER TO FOOT STANDARDS. (INDEX 304. MOST CURRENT EDITION) RECORD DRAWING AS -BUILT REQUIREMENTS: AS -BURT DRAWINGS SHALL BE PREPARED BY AND CERTIFIED (SIGNED AND SEALED) BY A REGISTERED SURVEYOR, AND SHALL BE PROVIDED TO ME ENGINEER OF RECORD UPON COMPLETION OF ME PROJECT SIR IMPROVEMENTS A MINIMUM OF I WEEK PRIOR TO CONTRACTORS ATTEMPT FOR FINAL CERTIFICATE OF OCCUPANCY (CO). AS MUILT DRAWINGS SHALL REFLECT ANY CHANGES TO VE IMPROVEMENTS MADE DURING CONSTRUCTION AND MUST MEET ME MINIMUM REQUIREMENTS OF ALL REGULATORY AGENCIES HAVING JURISDICTION AS WELL AS ME CRITERIA OUTLINED BELOW. BOM ME ORIGINAL DESIGN AND REUSED AS -BUILT DATA, AS APPLICABLE, MUST BE CLEARLY SHOWN. THE AS -BUILT DRAWINGS MUST BE CLEARLY LABELED AS AS -BUILT OR RECORD DROWNS. THE FOLLOWING INFORMATION, AT A MINIMUM, SHALL BE CERTMID ON ME AS -BUILT GRAWNGS: m AS-BUILTS NEED TO BE SUBMITTER TO ME CITY SIGNED ANO SEALED IN ACCORDANCE HITT SECTION 3.01.05 OF VE ENGINEERING STANDARDS MANUAL IN ME FOLLOWING FORMATS: A) 1 PDF COPY B) CAD COPY DRAWN IN STAR PLAN COORDINATES WATER DISTRIBUTION SYSTEM: A. LOCATION AND DIMENSIONS OF PIPES, VALVES, FITTINGS, CHANGE OF DIRECTION. AND OVER ASSOCIATED FACILITES, WASTEWATER COLLECTION/TRANSMISSION SYSTEM: A. LOCATION, DIMENSION, AND INVERT EIEVADONS OF PIPES, MANHOLES (INCLUDING BHA ELEVATOR), LIFTSTATION, FORCEMAIN, FTMNGS, CHANGE IN DIRECTION AND OMER ASSOCIATED FACILITES, PAVING AND DRAINAGE SYSTEM: A. DIMENSIONS AND ELEVATIONS OF ALL DISCHARGE STRUCTURES INCLUDING ALL WEIRS. SLOTS, GATES, PIPES, AND SKIMMERS; B. LOCATIONS. DIMENSIONS, AND ELEVATIONS OF ALL FILTER, EXTILMATION, OR UNDERDRNN SYSTEMS INCLUDING CLEANOUTS. PIPES. CONNECTIONS TO CONTROL STRUCMRES, AND POINTS OF DISCHARGE TO ME RECEIVING WATERS; C. DIMENSIONS, ELEVADINS. CONTOURS, OR CROSS-SECTIONS OF ALL STORMWATER TREATMENT POND STORAGE AREAS SUFFICIENT TO DETERMINE STAGE -STORAGE RELATIONSHIPS OF ME STORAGE AREA, AND ME POND DEPTH AND VOLUME BELOW ME CONTROL WATER ELEVATION FOR NORMALLY WET SYSTEMS: D. DIMENSIONS, ELEVATORS, CONTOURS. FINAL GRADES. OR CROSS-SECTIONS OF ME DRAINAGE SYSTEM IMPROVEMENTS i0 DETERMINE FLOW DIRECTIONS AND CONVEYANCE OF RUNOFF TO ME TREATMENT SYSTEM; E. DIMENSIONS. ELEVATIONS, CONTOURS, FINAL GRADES, OR CROSS-SECTIONS OF ALL CONVEYANCE SYSTEMS UTILIZED i0 CONVEY OFF -SIZE RUNOFF AROUND ME SYSTEM; F. EXISTING WATER ELEVATION OF SURFACE WATERS AND ME DATE DETERMINED; G. ELEVATION AND LOCATION OF BENCHMARKS FOR ME SURVEY. ADA FACILITES: A. ELEVATORS AT ME FOUR CORNERS OF ALL HANDICAP PARKING SPACES AND ADJACENT LOADING AISLES. B. ELEVATIONS AND LOCATIONS FOR ALL ACCESSIBLE RAMPS MICH ADEQUATELY REFLECT ME BUILT SLOPES. C. ELEVATIONS AND LOCATORS ALONG ME PAMS OF CONVEYANCE FOR PEDESTRIAN TRAFFIC AND ALL ADA ACCESSIBLE ROUTES EVERY 25 FT. WHICH ADEQUATELY REFLECT ME SLOPE AND CROSS SLOPE. LJ) Q J_ >W W w w O 00 00 Q F- 0 Q W 0 J Q W_ E ED) W 0 O Z J LU (L Z W 1 bmf NXSEBtW 4FMi5 EXHIBIT •9• 1. Dean Share scalied la be vexce-d within the WSA CONUMrvs OF APPROVAL a to tree If the Owner has rated to lake reasonable I. Final streak dome, ill be aaomlaafed through the City Support areas below w the art .U.nd Imus shall be fenced off(am alt boundary Is defined as: any portion of a parcel or areaof or alm°lly developed, ven lana that remains na°val°pmi aa, m a sures lD fM1e trees an site. mreOt Servals Department - Information System time Division at e me of final plat fences shml be readable) m tely during comprobtl°n scintilla Imedm s (,cls sad boardwalks s Part of o do bled r so uree Section A. General preserve submlttol. adponat to IM1e wetlands, in.,do, to minimae disturbances of the preserve or recreation are a st°rmw°ter r°lention °r¢ as fM1al I. The City of Ocoee, Ronnie (the 'City') Is subject f0 the terms, provisions ath, plan ill Preserve exlsling grades an ladlaldval 6. The Mol g bh wetlands during c nslructlem. follow Beat Management Pedicel (BMPs),v upland bell°r world. a °las (per ]7.3), naturally -,stated ...... and restrictions of Florida Statutes, Chapter 163, concerning moratoria on the lots and tracts containing protected trees as much as possible. 2, [If public streets] All Inkern°I roads andon the project wlil be dedicated to the IM1e time pollee n sad tracts or pedestrian an ¢chars. Soon designated can, $ Issuance of building permits under certain drcumstanees. line City has no lawful Trill. at of platting °^less °bitoo- noted. 3. Wetland and exlsting s°race water impact lar this property Is regulated space excludes wadeable,street rl hrs of way, authority to exempt any private entity or (self from the application of such ]. All landscape areae will be targeted and hove on automatic rale 9 O and the Flotld° o of ental General o ep o r 6 ingrained I sues Sotos, g parking lot Impervious dace and dive recreation areae a slot° legisofband n°fFlng mmN shall be construed as such oa eeemptlon. s ensor. [II private shown s] Tract °ss regi through the pmparly. Is ° ry from agencies to commencement tliridual permlU are required from hese ogendes prior la commencement of these rsfado n. maturing .if c mea. Nl Open Space Aeneas sM1oll be Q private read which will be owned and maintained by the Association, cO as. clang! to prohibit f fertilizer d chemical 2. This project shall be developed n six (6) pbasn. Seclen C E°semen .&W 'es wnF °aress and utility -w ants granted to the Cil, Such rands all be applkatone, but may permit ch°nkal methods for routine co veyef° the Association at the lime of pI.t0n,. 4. At the time of submittal of the tits\ Preliminary Subdivision Plan or Site plan for the the the humagnonce. Rule Sri 5.0W(B4). F.A.C. [Ylekia Parker, 3 E°ch phase of the nidi stand an Its a with respect republic L All calls access rally antl dminaga easements shall be provided ar [If Street IlgM1ls, IlgCls II'sh U,aleme lar Follow properly, Owner will mop junadicflonol wetland Ilene a^ the sit. and asobllsh a wary -fives fast 25 d buffer from that y- rva ) .,land and Protection Act (WPPA): CUT 369.321(3), FS.] S urbabt es (se er, water, s!°rmwaler m n°gemen 1, access and Diner related int prior to or all fM1e time of pl°tling. public roads] security and cam be los meeting current Land Development requirements sM1oll mbe ` U° se end an the reany o may '^s�o s s ern esJ. oExa,uptnsiste f Co nstands by the Ower prior to Certificate Complelian of the Owners ds atoConservation conservation or g causer res 9e aver any a. Me Drainage Easement w 2. federally footl an°Ies ° u vega re required to be placed t , w 2 a to be placed within the len tool (10') easement along el expense, If upgraded stroll IIgco a Installetl. the Owner the stele ° of ed site a be reduced by Ihls a loge and all develapmenl y thin within the pland butlers surrounding lakes a Tha q 9 j, a specifically otos plan, development the properly eM1all oAlln of fM1e Irani of e°cM1 of will be placed around existing protected trees to (ntl Association will be required to complete and a cute a Lit °f Ocoee r be p ro °nately. Parr to Drat Me time of purpose of these swalas la ter unit the water qualify of shaure _ 5 creme is d of Ordinances me^ls of IM1e City of the requirements b fM1e be consistent be preservatl. owners antl Home... s Ministerial A t fareU Upgraded Street Li hts 9raem(Bs pg r° or of the indevelopment °( any portion of fM1e property, 6 a Conservation and Drainage Easement Is of property Easement the slormwaler runoff and ensure tM1at fM1e aware ills and en that C W hie a ind CH, f 0. the Cotl¢'), which Code incotles Chapter 180, fM1e Qt f Ocoee Land ( Y ° i1M1 the Owner end the assoClatbn being po $s Ta for operating 0 require ohne, y ge d, the Owner shall c t° IM1e Cil the C°nservaB°n and Drainage exillmtes into the soil so that there Is n wheal !ow into o O.a o P Is Devel°Pmenf (0e 'Lontl Code'), final the be 3. All utilities including electrical, cable, °ntl telephone and forthedifferencet eet between standard street liable antl the upgratlttl street Easement, fM1e form of wMCF shall be Approved by \M1e City prior t° the the r wetland. This method of anter quoit, eeveopmnf Answer aid., a In sistenl with fM1e Cily al Ocoee Engineering 5l°ntl°rtls F1anu°I along wIU the with the such ncluding o -sit° Acting overhead tykes shall be placed underground. n fights n vey°nce. vemtake improvement shall mic IM1e abs°rpNon and pollu font m a Code of Calaboose and the Lend Development Coda. 4. Unless otherwise noted, a live foot 5') ulllt and drama code] Serval Ilgdls, security It and commonbe c Sinden H Commended pmkats achaal abill0es of ° aaor°1 P. spot I. the l°p°gr°phy and most follow a anted Best Management Practices (Reps). of \ - a 5. N°INnq h in shall be c nslr°ad o A.[- any provison °f IM1e Lord eel will be pistletl °Ian led sitle in[fres antl an fact 10' unlit q ( ) Y' guiieme is are SFWme Co Cage requirements shallbe meeting current Lanriot Slarmwaler r hall from developed lands °tlj°ining wefl°ntls, lakes ITuodpl°m teas shell be diverted towards Development Code excevl t° the extent set forth on a waiver table ° pm ¢sprawly Sea nag° and adjacent fo tM1if street righto bond Natalie. b the Owner ler a Caturn le Completion at the Owner's y pr Curtivecto I. pl1 c erdal lots will be a °f one (I) ° ., m e. c omit minima re in sae and/or ° swells, Fosa Me runol( antl than away It to steely relvAct explicitly lel out on the plan. se only be [at caraways. Sidewalks will only tecta in INs easement if n cellar, to can Nem expense. Tha Owner and the Ass°datlon will be responsible far °II operating be and exislinq protected trees to be preserved. .card to a a osis reolin o acM1 li Ftln < 9 th 9 2. commeg<lol lot uses shall conform the Mrovide°L Into the sell column. Wekiva Paton and Protection Act Y y 6. Any namage banned to any prblic sbrdm °s result of the c°rmar antl pal Package Plans,rt will be provided when Se 1. an which willAm (WPPA): Ch. 369.321(3), FS.] . q to the be promorrs rep°4ad by the Owner to IM1e appilicabl related to she standar o i All utility dna easements shall for the q, [Private Raotls] In event gates e Inst°le °n rattle halt asomtinag let th the Fitt c m c101 fol o developed o d which will be subject to approval o1 sat applicable governmental standards al the Onners solo cosi and expense. f thmage, benefit °l OM1e Asillholart The antl burdened by sucM1 eosemen is sM1oll e Tend horde .-wart gain any ho erlv34 sed[ comply was ArlAs11 VIII, Chapf r 34 of the an i fM1e Clly. Section L West Orange fro' ], There shall be no access from the property to any public streets except at be °wnetl by U. IndlNdu°I lot or Lr°d o ane s Co Code far Orange County Code !°r gated comm tiles as well as any amendments 1° that Authors that be enacted Trio, to °ppbvol of the Final SuodlNsaon Section I. INTEN80NAIIY OF/FTFD. 1. te Public trail Tract as Qepicted IM1e plan shall be the Crash., dedicated to the City ime for the approved locations shown on the approved final Subdivision Plan/Final Site 6. Drainage easements between tots and tracts are shown for location plan. Further, to the event Orange County r cinds or ceases to hove °! ra °f pia\ting r ` an a� V pion. only. Fuld easement dtm°^sons wail be shone on the float Subdivision regdaNa^s for paled <ammunlfl°s, the^ the regulatlans ieffect °1 the Section J. TownFome Projects .enneadso through the clearly to IM1e West Orange Thai. y a1 Plan Fln°I Site Pion and will be stand a meet Cit requirement, / y requ time °f Find Svbatvislon Plan In sea approval shall control. All roto OR Access to the West Orange Trail, which will be pr°vitled H 2 F4 tine q gin power lines, existing ° tial and 8. All existingslrucfures Unloading boldin a rotor Ca°nfy Cade Chapter to fM1e 'County" shall be deemed la rater I, pal mulfllvne,. resldeofa°I comprised of Ibex or by soewolks titin the pFolecCs access road Met crosses the West Orange Trail. oorry O V Utility facinlles) will be removed and/or prior to or during Fah -exclusive ° cess ngrante ° r °II ofthl MaxTh. telly" for purposes °f els regv46me^L Click to and x Box ..11dings els °f square footage °r number of stones, will ndude units, ria r U $2 0 g the . construction °( fM1e develapmenl ablating U°sa uses. r7.a a r and other area is granted in °f the City and other p °d technology shall be Installed and °per°ti°n°I °t ..an gate. m, au tom°tic lire protecllon systems. automatic procedure b Ca n To f0 IM1ot oche uth Is. da fill law a or<eme ot. lire and execute authorities City may antl other services. n that the owner a cute an emergency s s. the oily with a 5. The Owner bs -1J- p 4i ern 3 o 9. Development of this property subject certain _ _____ Deveovemenr e scip. °se eel in mmrdable farm with respect to the laregoing Se scall construct apterse do cu cots to enable c reasonably ramps at °t Intersections (and other are ° reeet. oantle Z Open space between by the A °^hs not out of an individu°I fol. shall be owned antl maintained by Ina Assocollan. Q i W a - 2 �� Agreement dated_. recount In Records Book _, Page_ far m .,do, streets for In Darer o acc°mmoa°te a els to so°w°Iks coUer �Ewy�/ k+l Florida. Public Remus or Orange C°unly. araa. A. An emergency access easement to fM1e retention ponds and over vfat persontl) persons who ore In wheelcFoirs and persons nM1a are pnysac°Ily 3. Me lownhame portion of Me project will comply with section 6-I5 of !M1e �QII s"Aon all draegging easements Is hereby granted to the Cityeasement Sidewalks abf ..an plotted Jet or Iraq shall be Lund Ddv°Iapmenl Code regarding mull[ -family development standards. w 10. All leg. increments of Induding, but not limited to (i) .¢dodos ouriew pure es,herTh the emergencyaccessccess lawmen( will moth lona^.¢ gen meat^ged the lame development thus dow loo [at or all EXHIBIT a n o for the pfaped. (it) a(the °f °^!s, a en is and rthe eryor°Han .I innoaY no! impose any bonen, respans, oy °f Iia., upon City .. tooled it does fake to a conned le corner in will be end Us sidewalks be tae ° r lots °t aldol. ind,be q' S\rent sM1oll bele pravitlea by thu Owner ata rale of one (1) Tree per AND PROHIBITED USES OHI Psholl ,yy c°n. and b ° Prol, r elation sM1t "gas°civtion yl ws proper y ow r °s o ( T a casualt any action repair to enter upon fM1e casualty enol o o o Ue drain° wenapempri° fM1e to ttl the curbantl a amps d bbuse r wtl Ue^ be c habit¢ Frees lawnhome bell pilar to laficale °f ace pont far each boldin y y' W easements documents the and til[) w° they ea em rtha meanl°In pr°perl, r 9e system on Sidewalk adjacent al of to seemed shall be mfmclatl °t fin¢ lam° of race be Permitted uses moll be (hose unser the L-2 (Community O Johns Do Water Management o the St, to the SL Clfy, aha Co°NY and/or Association, tan, City permanent consWcrian of adjacent permanent cnstru areas. vee - Commercial) and the following: °.) Gasoline SerNce Stations for o .. he shall be he prod t° the Llly for renew antl °pproal prior to District all or portion all °F ° Tertian °( the property. Sed an F Stermnter Manhanna t 5sstem portion of the properly shall include the inden ng provisions: rapers Motor Vehicle and maintenance °F not allowed. petting I, The Association shall own and maintain all common area b this v e. Care rod allowed _g_ An retention venal will be tenth¢¢¢ with maximum Rat alae Hopes into rMan ee ated A HIM Ines vie count sa ll arm .tor of <Ins -n- !M1e puna. t 1$ las Pa kens more Triter, wean nae make up more than soz SerNcefr frontage °°d G°nlage dna shall not block fusibility at intersections or _ly_ i -Of -Ways or tlnvew°ys. No outdoor storage shell be Permitted. W b,) Retail Centers..)Gr - Sed to a hoar area rano of 3 c.e Grocery Sar° , J di D Store such eta. d.) Walgreethan Q shorugp of driVS,ve window.. The Di Uru Hong shall be a limit of 2 drive _J Ig .1R -d. lanes shill enol be located along Arterial Raaaways. ; O IL Forking er Individual leo shalt be provided in accordance rvllM1 the 1.n Profusion term term less e.) imu max m of six (6) a_ velo tCo Land Development Code. in NI of covenants and restrictions affecting fM1e property shall include the following following could, tFol short rentals providing i... six (6) months) sndl be pronibltad and pmdding that Uls months) L) Bank se) its. ) W,W W W a a provisions: may be en(°rced by fM1e Clty. coffee g.) Cafae SM1ap 0 d hydrant shall be pointed OSHA of in calor and a blue Each ydr p° ye be o the street In the center of the lane I. the Citycoin to leve,, 2. The development a( this project all inmryar°o the starmw°ler neetls °! pr°visl°n h.) Chltl Care / Pre K (Requires Speci°I Exceptl°n) Q V Q re marks, e(Dxed allec t marker shall dasesl r0 vacF Fyazont. Provision allowing collect, and enforce assessments or amain of c rt s If the Ass°dollen (ails °II public r°°tls within fM1e project Pra ,°ragas most be used for parking L) Gym/ Toga Ory U � W lines or lame o mouton assessments of a level showing for Dae to to om°an fenonce. All bathe t setbacks from all retention areas shall be fifteen (set (IS) - cars that parking A l b and that parking III et prohibited on the private streets, xcepl in tlesi,nafad off-street parking spaces. r Cleaners k.) Florist l.) Bakery Q IJ- U) 11 The Owner of each subdivision tract snail be recture.lA or installing re a along IM1e other Infrastructure. each time s reuse adequate to f3.eet (eat Imm IM1e tap pt Ue bank. m.) Plat °r Hardware 51°res �. Q (n O e o the properly, Ne Owner eM1all be responsible 1°f 1. toe water Is lines, Profusion breaking the City the dghe, but not fM1e obligation, l0 4. Unless oNerwase specifically the including all pleas, y im. Provision ptonaifing RV °ntl boot parking within the subdivislan. n.) OSR (Fast sum as CNck-Fil-A. (2 ASit-d W he able connection 10 the reus system e oinl°m °ll cam on ea should the Association fail to d° so after from Clty. To the Ih°t fM1e City mats, and retention ponds, will b° award. operated and manholes etendetl poen lfil be a in. grey. Alcp°nalds etc., of sit-down Reslauranl sucF m Long Sit-down O 14. -union, IM1e Lontl Development Code, all d si. must nNce extent m atioM1 undertakenthAssociation action, the , shall bait the entitled a relmbwtion maintained Association. m°InlOaned 6 Me Associotlon.er,Horn, Y iv. requiring IM1af If trashg.con °r used at aNduvl cheddars ek. (� F oduan awi e An, be c sislent with IM1e legdly n IF IM1° mbtlavit be it oquen fon shall to entitled a require the to assessments en Ament. tion o levy assessments er the, units, UM sM1all be shretl to the garage,soul l the, ar . °noss oM1I¢Ided from vll p.) Can Wash: No outsitla.) J subs¢ t anon to eM1e n °f IM1e subdavisl°n must be tl name of approve change name approved IM1e f u<M1 reimbursement. the es purposes o paying s bu ° 5. Notwithstanding the c °veyanoe °f the retention ponds a the ieretl outside Me the shall be balanced /tom Nerve wile v gorv9e y blit °ntl t Act. Parts Sofa pu peva a q.) Acts J ❑ by the City C°mmissl°n of the Cllg ar °nys revision the contrary in these oo^aiflpns Approval, Asipid.l, the decorative fence a tl °F landscaping. n / g. .) Ur r.) Urgent Care Q Z III. Profusions granting the City the right but enol fee obligation, I. rcontainedane rn Ow^eF M1all remain rasponsNle (oF sine maintenance of IM1e SWM& Including all f retention antl such time a antl Medical Offices L s) ) W 0 Me extent the lana Use plan and ens A 15. Approve m° / n°gemen( system !or the property he pa . v. Provision requiring ° six foot (6') privacy fence ° all three optometrist Optometrist Once = O a Pa ic.n. he on nlcf with the Lord Development Cade, t provisions of the 1°ntl Use It Sirepair, d Iain Pinab IM1e rss no^, or from (tae 'Sif ° tl aben 1, the entire and ane the c°ns or the prIs (3) aides of tat with ° ¢slaty stmcere, per seclon 5 -tib F Plan antl these Conditions of Approval snail control of the Owner if (a) turnover o! canlbl of IM1e members has not occurred: of a has to of Issued An the ed appropriate Certificate 51 Completion m Issued 6y boeF lFe Clly and o of e° Land Development Code. eve _IB_ 16. To the event lift stations a regu4ea °n IM1e t the all any a rarely y or (b) If the Owner is still responsible 1°r maintenance of the SMAS. the SJR1ttlD; N, Provision on fM1e laze and of required Irivacy oe to at IM1e time of Toting. evm lift stations mall iv provision pr°vlding that the OWNS wtl be transferred e ° li. the retention panda Intended o be conveyed to Us fen vents.placement accessory stmclures and privacy fences in certain rear vents. a P e tlesigned In accordance wdM1 the City of Ocoee Engineering Standards designed a cCityord responsible opemtiona/molatenonce entity acceptable a the City in the Association hove in fact been conveyed to me Ass°cl°U°n; Manual. eat of tllssolu tion d IM1aI If dissolution occurs without such °ppmval yli, praNgion requiring all toe with fen<In to have .led 9 9 a g° ¢ N then the City may continue to levy and collect assessments and Impose Iii. (In Arrested n is designated an the maintenance antity AN entrance clang the rear lot line. o Section B Trees hens with aspect past. notwithstanding IM1e dissolution of the IM1e records of the SJRWIAD antl all transfer records required by tae Prommod Uses: AsnclArs. SJRV AO have been executed °^d oa cepted by SJRWMD; viii. Provision providing that trash pickup will be provided For r I. Existing trees eight feet (B') or larger (other than citrus trees or each Individual unit and that no dampsters shall be WHze. 1°r a.) Aulomoble Sales Retail of NTOI¢s°1° b.) m m 'ib.M1" trees) located along proposed locations of buffer walls or odd v. Provision Ih°f IM1e Assod°tlan shall °t °II times be in g°°tl iv fM1e City M1as been provided with a copy of the Owners ane dlspps°I. Banquet Roam right -°f -way lines all be preserved If at °II possible; the buffer walls and standing waeM1 fM1e Florid° Secretory of State Proposed and°�na es, plan with respect a the SNMS: °n0 u) Bon antl Took. She,. + ands will be designed around those trees 1° Incorporate them into regatta. landscape bolters and as street Uees vi Provi the time of of C°nlr°I the fM1e City has been with a written statement from the Ix. profusion providing that individual owners of Individual lots s shall be wholly and °xdvslvely tnowmaole, to the extent pace sary. d.) Check Clothing Establishments 9 h at hot o IM1e members, the shall deliver to the ne to e m a Aoardo provitled or Me perform a alemenout, m ntenanee, upkeep, repair and °) Mulching F°Chilies/Green R¢eKllnq °I waste: Z The existing grades ° indidtlual Iola containing protected trees rvll be f d p °mccoie y plan f r board OI directors the main lenonce Ion or the SWIMS ° d by cin Association -wheeled In eI t of the Owners proposed Q 9 ec p replacement of all elements of the sanitary sewer system located f.) Recreation Vehicle Penn wi O ainl°ined as much as possible I. preserve exislinq amt.cfed frees. Par ac p engineer's certification that fM1e SW1AS is functioning accordance maintenance pian with Specf to IM1e SMIS dad that Ue Ass°a°li°n ¢atonal Is r ole lar Me the SWLIS. n their respective lot, from IM1e Inside of the home to the back of 'sanitary 9�) Pawn Shop; h.) Scroll; Q_ U w or r- tots or tracts mne°ining protected trees, there will be no grading ° other Approved p any s ucn with II a lana antl pools. To the extent that malateeonce of curb where the lot Ilene ends. The elements of the sewer 'telltale"¢and i.) Sell-serage Pocmtty F) m Z an W tmn ti retrnflon on IM1e cepl a specified in the approved Flnol commaSite engineer's repot any carr soared, t inaic°fes active action d, that including entry features, wells, landscaping r..parents All common a land, sta system shall bents but enol be limitetl lo. °II I In pp 9, Equipment Sales: k.J O Subdivision Plan/Final Ploq until bWlding permits are issued for Inose declarant shall be required to diligentlyundertake such corrective o<11°n and ping and sidewalks wall °e a r°°a9, an a around ea pond of the sanitary r other y s we system. Neither by shall nor nor the Cit<ear any ooerldro N°w/usad car sales: sales; ly o, at..: N eta/He... at Me deadbeat's expense and poll band with fM1e ...ofretention seinen tinct shall be c°mpaelea prbr to Issuance Of fM1e tracts °ntl °nC -.,]landsdied an lift I par\y upkeep, repoc ° responsibility repair eplace bully fat such lean m,) Scot Sales antl Service; n,) of f tioncas Annunciation for Ue eslMafea costs of such correction action. the m Certificate of Completion far those carraspontling pM1oses. trot, a sanitary s replacement °I any component a! fM1e laniary serve system located Automobile Repair; 3, flemoval of exiting pr°arose trees will be limited f° de°rnq road In the Fnal a A tat- o.) Automobile.,Home Body Repair; p.) to .1 late Plan/Final Slte Plan. NI exas(ing pr°tecretl trees on IndiNJual lots and Pfib Sit and r. At an areas,. ,.tested a andWI l°n Incl n° Tinter., owned by Ma City es any other yaammenlal ental, shall be subject !o assessment. levied by Ne 'p^ Nursing Ha me: G B 0 P tract will at the time Of wits plan renew that lel a pss°ciati°a Sacfi°n C WBl °ntls/ 00 Tear Flaatl P°"n Sec K Wrtake Study 6UMI Mednvl Marl pis q.) Juan° pensari) ee mine h be final, to determine whether °r not loin tray needs to be removes. ba Meddin LShopano Cultivation; s.) tobacco ssnvwwxra Fl�.ygrp �.1K6 nos °m any profusion viii. Profusion that amendment to 9 the City 1. All flnlsM1etl floor lemflons will exceed theIp0-year load plain by a t Far Oc eevalopm un o redevelopment oI properly abut within in the the Ocoee Community Redevelopment Area (CRA) but rvilFn Ue N°Ping Shops 4. In alder to en °re IM1°t an many exlsling Imes possible will be I be flagged 1°r ent recorded tr Same requires fM1e consent of fM1e City in an msimm°nt rec°rtletl rvitM1 mum of two reel and/or theax100-year load event or the sermwatar nn°gement Study Area xis°ntlary, and the exception of ° endssingle-family l.) Pet Sales, or solation u.) careen Asia. preservetl, °II road rights-ol-way and retention am- will f Cityy a tree No .II1 ba the am°ntlmnnL m system by fw° IeeL y t wingb-Ivmlly Fome o [sling 1°6 Chose portions of properties on an e p pnorm°cbs: review by tine prior any removal, clearing vermis town to be that contain at least one (1) of the three (3) ockwaing resources: n e) Stand plane A1M's. leaned far ale work or India, c armation ..ill the preserved J. All trusts that ... o be owood antl m.ntmand b the Association shall Y 2.a The Owner, shall c amply all a! Ue and other ) Temporary Soles using ir tent such as Fireworks, CM1rlstmas M1ave been .lady marked rvitM1 time protecllon Trans- be c vnor ll the Asn by warranty deed at the LandCH, of A entities sttuM1 .talion to protect ane wells^ds bean governmental isd to protect "cards q preserved (i) most effective recharge °r Cl) karst la°Iur°s, ar (III) ry y wriimn raneeletter,.p wpecbl warranty seed is permissible if °ccamp°nied by ° till¢ Insurance poll., d fa prevent any dlslurbance, siltation, ar pfM1er cansfrvclion below the , nsltive natural Including teat Sand Hill, Xeric Trees. Valentines DOS x,) Tire slot¢ S peman shall land .eating or IM1e removal °f any to fM1e Ass°ci°tl°n. natural wetland lines. FvrlM1eq lFe no Further. and Ps vLongegetative Tofu Scrub, or Sand Pine Scrub \ t mmunities, ore be vege o ive communities, e gJ iab°cm or V°p9e Stand protected [revs without first obl°ining a permit Iwm lM1a Building ct t first s minimum m suited l0 ° m rM1irly-live percent (35R) 1Yeklva Open Space n card°nce Article V, Section °C z8 All prohibitedCitfones land ^� Deportment. The removal of protected trees aha be m izetl to theSeat,,.¢ ' F 5 re y _i q_ teq° IremenL Development 5-B (B), City °( Ocoee Land Oevel°pmenr Cada. maximum extant passible and no autM1arizati°n shall be l2 -19 -ID- -16- q/V/20 GOLF COURSE LAND USE: REG ZONING: A-1 LEGEND --- EXISTING FLOOD ZONE A EXISNNG SOILS 2u EXISTING TOPOGRAPHIC CONTOUR USDA -CONS SOLS ORANGE COUNTY FIFORDA SOIL SYMBOL NAME 20 IMMOKALEE FINE SAND 43 SEFFNER FINE SAND, 0 TO 2 PERCENT SLOPES 45 TAVARES FIND SAND, 0 TO 5 PERCENT SLOPES FLUCFC ORANGE COUNTY n COCA SYMBOL NAME 44 PINE PIANTATON (DOMINATED DT SUSH PINE) SURVEY PROMIDED OY WC GROUP. LLC DATED 3/21/2019 VERTCAL DATUM OF 1988 (NAND 88); u c� W 15 Q U) O Ww 06 w w (n 00z 00 0 ¢O o w z o �- 0 z H W U) = X � W kcs N F IF �flouP a �"flY,°mwammvs }y E eVslx [ss xo S GRAPHIC SCALE IIIIIII ( IN FRST ) 1 Inch 00 Il ON GENERAL NOTES 1. PROJECT WILL BE COMPLETED IN ONE (1) PHASE 2, DRIVER COLLECTION SYSTEM ON SITE WILL BE OWNED AND OPERATED BY THE PROPERTY OWNER. 3. DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT ON TO THE SITE, ACCESS ROADS AND A SUITABLE TEMPORARY OR PERMANENT SUPPLY OF WATER ACCESSIBLE TO THE FIRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED CHAPTER 16, NFPA 1, 2009 EDITION (FFPC 2010 EDITION). NOTE: ALL CONSTRUCTION DETAILS ARE CONCEPTUAL AND SUBJECT TO REVIEW AND MODIFICATION DURING THE APPROVAL OF FINAL CONSTRUCTION PLANS. ZIP. FF `1\ I ( F WETP ION (POND N-2) 11 T55. DRY (P0PONDND 710N ®SII DRY RETENTION POND (POND N-1) 1 1 1 1 1 1 1 lJ III I Ii I V 1j I arm -,-r �I � ds�� I I I� I P Ill V A i� z :L LET I � i 2 1 :RUN 7i fie `656`° soon A /cl 4 1 '(J, /, N 1.. 1 S IT T I THE ALLURE AT OCOEE VILLAGE DEVELOPMENT NOTES FOR LAND USE PROPOSED DEVELOPMENT PROGRAM APARTMENT HOUSING PARCEL ID NO, 0522-28-0000.00-040 PARCELADDRESS CARCONA-OCOEE ROAD CURRENTZONING= PUD APPROVED FUTURE NAND USE= HIGH DENSITY RES. TRACTIVE 15.63 AC. MAXIMUM APT. BUILDING HEIGHT 60 FT. MAXIMUM NO. OF UNITS= 320 UNITS PROPOSED DENSITY 20.47 UNITSIAC. MINIMUM SQ.FT.OF LIVING AREA 500 MET. PARKING SPACE TO BED RATIO 1:1 MAXIMUM TOTAL NO.OF UNITS 320 UNITS DEVELOPABLE ACREAGE AREA 15.63 AC. PROPOSED BUILDING SETBACKS FROM PROPERTY LINES' SOUTHI 75.0 FT. NORTH 25.0 FT. WEST 25.0 FT. EAST 25.0 FT. LANDSCAPE BUFFER PROVIDED SOUTH (FROM!) 15.0 Ff. NORTH (REAR) T5.0 FT. MST (SIDE) 25.0 FT. EAST (SIDE 25.0 FT. UTILITY SERVICES PROVIDER VIATER1 CITY OF GOOD UTILITIES SEWER CITYOFOCOEE UTILITIES PROPOSED AREACALCULATIONS 1 SEDROOWI BATH UNITS TYPE NO. UNITS DEVELOPABLE AREAGE AREA 15.15 AC. 10D% IMPERVIOUSAREA 8.24 AC. 54% PERVIOUSAREA 6.91 AC, 46% REQUIRED PARKING CALCULATIONS 1 SEDROOWI BATH UNITS TYPE NO. UNITS REQUIRED PARKING NO.SPACES I BEOROOMI 1 BATH 168 15 SPACENNIT 252 2BECR00M12 BATH 120 2.0 SPACENNIT 240 3 BEOR00MI3 BATH 32 2.0 SPAGHUNIT 64 TOTAL 320 1.7200 556.0000 MIN LIVING AREA 1 SEDROOWI BATH 716 SF 2 BEDROOMS? BATH 1147 SF 3BEDROOMl3 BATH 1618 SF PROVIDED PARKING STANDARD(9'X18') 395 SPACES ATTACHED GARAGE 08 SPACES COMPACT 38 SPACES ACCESSIBLE 15 SPACES PARALLELECOMO) 36 SPACES TOTAL 552 SPACES N li PER IT LEEEN TER ANALYSIS PER LIE TRIP GETTING UINt1 MANUAL i01X E01BQY, UHp USF. CODE i9 E (22Q PER pNELLING UNI1) 2,126 AVFRA6E HOPE TRIPS 190 PIA PEAK HOUfl 1RIP$ 163 AS PEAK HWR UPS 5 fI GRAPHIC SCALE IS I lkh PRG T IL W U` g Z LILIww a Lu 00 F- U O F 0 J a� W K U O Q W F - vmo PAVEMENT MARKINGS & SIGNAGE O DIRECnONAL ARROW(TMP) 7' O HANOICAl PAVEMENT SYMBOLS (O (LM) OHANDICAP SIGN 9 O 2A" 1'ROE ANNE STOP BAR (iYPJ e OS PAVEMENT STRIPING (4" 1»ilft) (1) � © COLOIFO STAMPEO CONCRETE ORRIS.. (SEE LANDSCAPE PLANS FUS DETAILS). O MI Sial SAN (RI -I) 12 /. O BIKE PATH PA DHAN MIT NO 2J G7. - ALL IRAERC CONIRCL SIGNAGE S4ALL CONGAN 10 'MANUAL ON UNIFORM PANIC CKOROL DEVICES' BY INE US DEPARTMENT OF LOAPPORTAIION. FEDERAL HISCOAY ADYINSTRARUY AND THE Cltt CF CCOEE LLI SITE NOTES W 3 J_ i W WW WD OU U0 OW Q0 W � U J Q W 2 ❑I SIDEWALK RAMP, CR -A 0(TYP) O SIDEVIALK RAMP, CR -E 19 (TN,) Q. 03 8 SIDEWALK RAMP. CR -C �d LOST TYPE D CURB 13 (I-) �5 NOT LWE F CURB 14 (TV) © nmNoumC CURB AND SINE"AIX �i carvcreETe SIDEWALK �B Z TRASH COMPACTOR 24 ]. �9 ASPHALT PAVEMENT 4 ]. 10 BRICK PAVERS (SEE LANDSCAPE PLANS FOR DETAILS) II O PROPOSED FlRE II YD RANT I$ 8. PROPOSED FIRE DEPT C04NECTION (FOC) 20 i} ]. DRAINAGE STRUCTURES (TMP) 21 19 W ANSFORMER PAD I$ C LIGHT POLE (SEE THIS SITE LOLLING PLAN) Ib BIKE RACK ).. 1) VALLEY CUTLER M IB C26 RETA'RRD 'PLL A/ RAN162 Is OPAH,E nm HI' 20 PROPOSN RETANIN'O WN1 Q RI SLOTHR WAHEN FWIRA'N (SOON DA -20 250' I£CORO 4 "ITT LED (29M) ON APPROVED PIRAL) 22 RIAC DOUIPEIIp11. BE HER PWIS FOR O HELAVS SANRPRY MPIIHOL£t10 B. 24 20' PROPOSES PUBHC U UIY FA5EMENT O DBNAA,, LFISING LOTS 26 IDI.. I,ABGHMYI1 RM. wOR W 3 J_ i W WW WD OU U0 OW Q0 W � U J Q W 2 I N MATCHLINE C-3.1CD PAVEMENT MARKINGS & SIGNAGE DIREGTDNAL ARROW 7 E,) 7. OHANDICAP PAVEI.MT snee0t1 I 7. OJ HANDICAP "AD I� Z 6 Oza" vnDE .1.s1DP BAR (TVP.) ] 0 OS PAVEMENT STRIPING (6" 11HITE) (TYP) 7 © COLDEED $TA'w MICRER CROSSWNH (BEE VUVOSCME PLANS FIXi ADMITS). 0 .w'STs SAN (RF,)12 Q]. O BIKE PAP] PAKBLNT SWISS C7.27 I - ALL WALES CQ4TR0. SGNAGE COAL CONFETTI TO 'MATUAL ON UNIFORM TRAFFIC CONTROL DERMS BY IRE U.S, WARMEST OF TRPTSPORTATON, FEDERAL HIGH%AY ADMINISTRATOR AND ME CITY OF OBEE WC. SITE NOTES �1 SIDEWALK RAMP, CR -A C' (TOT) SIDe11ALK RAMP, CR -E 19 (rm) C]. SIDEWALK RAMP, CR—L D' (TW) H�I [4] FOOT FREE D CURB 13 ( FOR) �s MOT TYPE F CURB(Tro) 14 G�]. © MONOLITHIC CURB AND SIDEVIA. 3 ]. 7CONCRETE ADEIYAIX �6 "ASH coMracTOR24 C7. ._I ASPHALT PAVEMENT 4 - �I 10 BRICK PAVERS (SEE LANDSCAPE PLANS FOR DETAILS) 0 � B raaroseD FIRE nrorenrvr Iz PROP05EO FIRE DEPT CONNECTOR (FDC) 27 U DRAINAGE STRUCTURES (iYP) 21 Iq 1RANSFORMfR PAD IS LIGHT POLE (SEE THIS SITE LIGHTING PLAN) I6 BIKE RACK Q Iz VALLEY GUTTER M R Ifi REIANIIIG WALL W/ RADIO ZS 26 c7. c7. / i9 OPMUE NNYL fENtE C4 YD ROMOSED RETARILIG NNL _ zl 0.2 ( PROTEAN (PRO. a UIH LED (zaw) SO SPPeavEn Ewa) WE COMPRESSOR O SWILLS -I- 20 TID 8. za 30PROPOSED PLOW MHm EASEMENT zs ... UASIRG .. zfi IEIAPoAARR CONSTRUCTION TMRfK FORAMS ' 3A PI. UI F15F11FM ( LN PERT ) ] ]m6 = 30 IL M W J_ >W WW LIE Q U U0 O IL Q0 W 114U J a W S f— 19Z n u 3 II OL W -OLo � U N `�uoouP 4120 TH = o E HM TRUCKTEMPLATE -OCFD PLATFORM TRUCK I'LAI IF L! N.T.S. BUILDING 1 FIRE FLOW CALCULATIONS (REF. NFPA 1, CHAPTER 18 2015 ED.) GOLF 21rii/15E BUILDING TYPE TYPE Ii (B) BUILDING AREA 101,000 SF TABLE 18.4.5.1.2 NFF fi,150 G.P.M. 152 REDUC110N FOR AUTOMATIC SPRINKLERS = 1.688 GP.M. NEW OF HYDRANTSPER TABLE E 3. 2 1\\7 Ll, t CF' i TH = o E HM TRUCKTEMPLATE -OCFD PLATFORM TRUCK I'LAI IF L! N.T.S. BUILDING 1 FIRE FLOW CALCULATIONS (REF. NFPA 1, CHAPTER 18 2015 ED.) GOLF 21rii/15E BUILDING TYPE TYPE Ii (B) BUILDING AREA 101,000 SF TABLE 18.4.5.1.2 NFF fi,150 G.P.M. 152 REDUC110N FOR AUTOMATIC SPRINKLERS = 1.688 GP.M. NEW OF HYDRANTSPER TABLE E 3. 2 BUILDING 2 FIRE FLOW CALCULATIONS (REF. NFPA 1, CHAPTER 18 2015 ED.) BUILDING TYPE TE II (B) BUILDING AREA 101,000 BE TABLE 18.4.5.1.2 NFF 6,150 G.P.M. 15% REDUCTION FOR AUTOMATIC SPRINKLERS = 1.688 G.P.I. NUM OF HIDRANTS PER TABLE E.3. 1 2 BUILDING 3 FIRE FLOW CALCULATIONS (REF. NFPA 1, CHAPTER 18 2015 ED.) BUILDING TYPE TYPE II (B) BUILDING AREA 101,000 SF TABLE 18.4.5.1.2 NFF 6,750 G.P.M. 159, REDUCTION FOR AUTTIARC SPRINKLERS = 1,688 C.P.M. ----------------- NURI OF HYDRANTS PER TABLE E3. 2 BUILDING 4 FlRE FLOW CALCULATIONS (REF. NFPA 1, CHAPTER 18 2015 ED.) BUILDING TYPE TYPE II (B) BUILDING AREA 101,000 SF TABLE 18.4.5.1.2 NFF 6,150 G.P.M. 752 REDUCTION FOR AUTOMATIC SPRINKLERS = 1,6UB GRI. NUM OF HYDRANTS PEP TABLE E.3. 2 BUILDING 5 FIRE FLOW CALCULATIONS (REF. NFPA 1, CHAPTER 18 2015 ED.) BUILDING TYPE TYPE II (B) BUILDING AREA 10,000 SF TABLE 18.4.5.1.2 NFF 2,250 C.P.M. 152 REDUCTION FOR AUTOMADC SPRINKLERS = 563 G.P.M. NUR. OF HYDRANTS PER TABLE w U Q U J J ' LET Q w w Q 00K 00 7 LL I' - Q0 U Did :DLL' — � 7 U � J w w w LL. x H 900 i a a s s "s 4 i 1V.E. TNF. TIME ECTT ME FI W 3 J_ W LU W LU 000 U U 00 F 0 QO LLI � U J J Q W 2 F a_ a F} - J F- GRAPHIC SCALE m we ) t Lmh = 80 IL 3 S S v 9 P 5� B �3 5 9 MATCHLINE C-5.2 r ,� W E o a S GRAPHIC SCALE I IH P6 ) 1 In. m 30 11 / e °rsmwu sxrca .1 3 3 x x 9 i _� d 3 's E Y s 6 Y b 9� 5g 6 3 ,§ E x s s s e s ga 3 R I 500 I 5' BERM _ 1 0' BERM /moMAXi / 4 �I MATCH EXISTING GRADE x"" R I I SOD 5' BERM I I /_f 1 / 4 MAX MMATCH EXISTING GRADE SEED & MULCH INTERNAL R/W I I I HAND RAIL FENCE _ _ 1 Io.s �vxn�.ax-IA." i Z,L E'�1 . w h�xam-Asa-:� POND BOTTOM: 156.50 RETAINING WALL. X DESIGN BY OTHERS ____sHYrt _155_00_ �_ _ _ ________ I NOTE: ENTIRE POND TRACT, EXCEPT POND BOTTOM SHALL BE SODDED DRY RETENTION POND N-1 SEED & MULCH WET DETENTION POND N-2 N.T,S. R I 5' BERM 5' BERM 5' BERM 5' BER 0 I I q MATCH Ex. GRADE 4 I� I TYPICAL SECTION A—A N.T.S. ENTRANCE ROAD TYPICAL SECTION N.T.S. W C7 Q J J_ i J w UU w 00 0 LL- W QU Q Lu z 5 5 U J � Q w S h —,z 0 o C, U n CA �uuouP UYO OFNIMINR6 RANO RAIL FENCE 500 1 0' BERM EV 162.0 �unna -ELEV 160.00rvwa%u x"" uwn-liz.+a POND BOTTOM: 157.0 159.00 w 10 RETAINING WALL i'rwvna� % DESIGN BY ORHERS 1L_ _____NM -155_00 V_ _SHWT=15100_ _ NOTE: ENTRE POND TRACT, EXCEPT POND BOTTOM SHALL BE SODDED DRY RETENTION POND N-3 ELEV 153.00 " WET DETENTION POND N-2 N.T,S. R I 5' BERM 5' BERM 5' BERM 5' BER 0 I I q MATCH Ex. GRADE 4 I� I TYPICAL SECTION A—A N.T.S. ENTRANCE ROAD TYPICAL SECTION N.T.S. W C7 Q J J_ i J w UU w 00 0 LL- W QU Q Lu z 5 5 U J � Q w S h —,z 0 o C, U n CA �uuouP UYO OFNIMINR6 500 1 0' BERM HAND RAIL FENCE -ELEV 160.00rvwa%u uwn-liz.+a i -ELEV 159.00 w 10 i'rwvna� 1L_ _____NM -155_00 2' 41 ELEV 153.00 " 4 RETAINING WALL DESIGN BY OMEAS WET DETENTION POND N-2 N.T,S. R I 5' BERM 5' BERM 5' BERM 5' BER 0 I I q MATCH Ex. GRADE 4 I� I TYPICAL SECTION A—A N.T.S. ENTRANCE ROAD TYPICAL SECTION N.T.S. W C7 Q J J_ i J w UU w 00 0 LL- W QU Q Lu z 5 5 U J � Q w S h —,z 0 o C, U n CA �uuouP UYO OFNIMINR6 OUTFALL CONTROL STRUCTURE CS -1 1"=20' IAODIREO FOOT TYPE C INLET (PER MOT INDEX 425-052) OUTFALL CONTROL STRUCTURE WEIR —1 1"=20' W 0 Q / J 9w wLU WA 00 ( j U U 0 W C7 / n LUQ / nsrtnnav s,oe W Z_ \ L' •..� W F- \ � nEu to soe � 5pyM d 1HICK t � RI6I.W CONCRETE EL 16100 NSF a WWW \ � r OVERFLOW WEIR CROSS SECTION Z I Nm h N U DRY RETENTION POND j �I (POND N-3) OUTFALL CONTROL STRUCTURE WEIR -2 111=301 vrrzo i'HIM I I .I `� • o00 I • � � - � �u 6L50 v' ML) / DRY RETENTION POND 0. (POND N-1) 170.00 165.00 160.00 155.00 150.00 145.00 140.00 CROSS SECTION A --A BERM DETAIL '-5' CROSS SECTION B—B BERM DETAIL (_5' 1R 19 t i w J_ W W Q O O W U 0 0 O w 0 QO Q w� z' � U � J � LU n w Q o m 0 a N ��ouP 0 ort", KKTWp56AV5 vmo ssai rt=, I� 11 170.00 165.00 160.00 155.00 150.00 145.00 140.00 CROSS SECTION A --A BERM DETAIL '-5' CROSS SECTION B—B BERM DETAIL (_5' 1R 19 t i w J_ W W Q O O W U 0 0 O w 0 QO Q w� z' � U � J � LU n w Q o m 0 a N ��ouP 0 ort", KKTWp56AV5 vmo L /• 4� DRY RETENTION ® POND (POND N-3) 00000l 1 1 1 1 1 1 1 1 1 1 CROSS SECTION C—C BERM DETAIL CROSS SECTION D—D 155.00 LLJ c� 150.000 5 �^ J_ J W LL Q 00 W 170.00 p O o LL QU W Q Z 165.00 c — „Z U w H J � Q N 160.00 w 140.00 155.00 150.000 �^ r 145.00 w Q w o rn u „Z o H U N 140.00 � GBDUP a GENERAL NOTES GOAMOM�.7 K mvis[o. mE Vs. Exv W..11 vPOTECI FM AA.Ol xE W EEO T W T NL 11AAMUF RE. N U.UFF I soc4TEAOUN caH.fTTAx n.nvAV AxAEx ulv!Toes F..L veAmT IF. v..e IF xAT vxovwFA ur nre Fn w�FFx axo opmONof nO FImas�. xmvr svwu AFF MFT TO ACUSER or MTCCF. NMFQCFOF EAMON ...roWUll r�a,<,wwl. a=, IF—,—.—,A— I'll x- li—FONOTOX-OU11.1uErvrt.nmaswaEoum PdLv�N IPw�CM%E\mmrMF auuuw .o-nwr,wommcry SYMBOLS LEGEND aEMIFF-E ® Ass. Ax EE I — AA « ,.FAa,AaoIAM,�"'.wA.�A,FrF,mmauwuomFnvETxuEuus'�EAmrm , MMA,AAm A„IF �. �� „� A a wT ATM � �� M A— —FMFTMMAl -U Al -..EwaO.ol.,Ex,ar,��,..E�,.rTnar a M._ _l.,,r .MM,._xTo,».�, F_ l -'r, >amw ,.T—FETE E �AaI„rt, a.LA OFAAAAoE„�,IT...mL,,,N.a,ol li—FONOTOX-OU11.1uErvrt.nmaswaEoum PdLv�N IPw�CM%E\mmrMF auuuw .o-nwr,wommcry SYMBOLS LEGEND aEMIFF-E ® Ass. Ax EE I SOIL EROSION! SEDIMENTATION CONTROL OPERATION TIME SCHEDULE JFIAAMJ JASONOJ FM CON.4FNVCIION SEOVENCE A E A P A U U U E C O E A E A N f ? 1Y E f 5 GRAPHIC SCALE IN FEET ) ! m=n = eo a v;: aero "ANI'll -.F -osis• x 11T, PIM -1V _ A, ALT 6 5'\ � 1 L \:� i.�• \ C OETM SHI�I C 1 � is L=66.606, a7 / F IF v , sT'mr FENCE. Lu g o � wz LL' �g Lu Lu �a ova az 00 o�O F L_ w Lu � > DU K Kd o w co _ F oIQ 1 o ,A ED O mow wm N /� emA.auw uerza SILT PER CE SILT FENCE EROSION CONTROL NOTES PRoaoseD INLET OPEN RISER SID DURING ALLPHASES OF CONSTRUCTION THE SITE GENERAL CONTRACTOR AND DITCH DITCH ALL SUB- CONTRACTORS SHALL EXERCISE MEASURES TO PREVENT ME TEMP. DRAINi _ — _ EROSION OF BOILS DUETOTNEACTIDN OF THE WgTERANO WINO.THE CURB & r CONTRACTS SHALL USE THE FOLLOWING MEASURES TO ACCOMPLISH THIS CURB & GUTTER F GUTTER ROCK BAC, OBJECTIVE ROCK BAG, A EURFAMPRDTECTI.N 1.p LE eINEARALoBEi wD FOR Th ASTOEXPOSE THE POSSIBLE SMALLEST 4 PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET ur rs'1 2. EXPOSED AREAS SHALL BE IMMEDWTELY GFADEDAND PRO- SEWITNTEMPOR,CORPERHLRSPEOYERBUCH ASREEP PROTECTION AROUND INLETS OR SIMILAR STRUCTURES b SEEDAND MULCH. CROWJETCH, LEBPEOEZA OR CREEPER, w mI —A. A,--- SON, N NEWLY GRATED CHANNELS OR STEEP SLOPES WILL REOUIRETHE - USE OFFIBROUS MATTING, NETTING OF SEEDED AND MULCHED - AREAS, OR THE 3,MING OR SHINGLING OF BOB WHILE VEGETATION IS BECOMING ESTPDLIBHED. �°i /[ wonuc o*ez vum mw amr wrxsnx 1z A� �" _g ar=°:w ° g 6 g e B. RUN-OFF CONTROL 1.1-ONGANDIOR STEEP SLOPES WILL REQUIRE CONTOUR BENCHING ` ursnm c.1.1 eua swoumrs� " AND FURROWING, OR BERMS TO REDUCE RUN OFF VELOCITIES. 4� wa.anw ar=x SYNTHETIC HAY BALE PLAN VIEW *tee SES➢4eL9 ` P'�I' 4 SEDIMENTTRAPPING 1. THETRAPPINGOFERDpEO PgRTICIES WILL BE ACCOMPLISHED LAN BY EXCAVHE ATION STAKTO ED SIMEHETICD B, EXCAVATIONSION OF RUN$PTAKEDSIMENT BASINS, HAY BALES, OR A—j wzvues •=/11 FLOATING SILT CURTAINS GUNDNI NOTES: 2. THE PROPOSED RETENTION MOTOR RETENTION PONODU ALONG yrsrs � WITH ANY ENVIRONMEWAL BERMISfIREAR YARD SOVIEN)SHALL Ioyiramoivulwrinmmru mre. Al nu rwF NE.N. ^ BE CONSTRUCTED FIRST. THE PONDRBANO OUTFALLSTRUCT- w * mruu=xu — w — ttPE II Puxn LIVES) MVBT BE COMPLETE AND OPERATIONAL TO THE­RAR e!I •rw¢ PLACEMENT OF MY IMPERVIOUS SURFACE. � U p � O 3. TRAPPING DEVICES SHALL BE PERIODICALLY INSPECTED DURING AAA ~l DRY PERIODS AND AFTER EACH RAINFALL EVENT BY THE SITE zrnmrm—ria O ^ COMPACTOR. TRAPPING DEVICES SHALL BE REPLACED IF uw' x RAS SIm raro<'^Lr sr!UmSC ws�Awnvn mA= w� PI IAN rraxELEYq➢gN U P•I b �2n CONTRACTOR. T A APING DE ICES PERFORMINGEIUMINTENDED "x arae rw srur_ a cvwm wo ra rw MINED E OF FUNCTION OF SEDIMENT TRAPPING. wwu "LAe(" ua� TYPE awn 4. TPPPPAI ING DEVICES SHALL DEMAND IN PLACE UNTIL A VEGETA- uzu'E O 2 ZZg 'VE COVER HAS ESTABLISHED SUFFICIENTLY TO STABILIZE W THESCIR-C AND PREVENT EROSION iNwv.—ES-1— SYNTHETIC SYNTHETIC HAY BALE ELEVATION VIEW * zwz m..w X —1 RUGS Ax. aw Ax rs AT 1, THE CONTRACTOR SHALL HAVE AVAILABLE ON THE CONSTRUCTION u� ra AT iO[OF u A O. SOIL MOISTURE SITE A WATER SOURCE CAPABLE OF APPLYING WATER TO DRY EXPOSE SOIL IN UNDER TO PREVENT WIND EROSION. THE BARRIERS FOR FILL SLOPES BARRIERS FOR UNPAVED-DITCHES O APPLICATIONPN RATE B MANNER SWJ.L BE SUCH THAT SOIL - MOISTURE IS ATTAINED AND NO SURFACE RUNOFF IS CREATED. E RESPONSIBILITY 1, THE CONTRACTOR SHALL BE HELD RESPONSIBLE UNTIL ME CERTIFICATE BARRIERSLAYOUT DETAIL OF COMPLETION IS ISSUED, AFTER THAT, THE OWNER WILL BE RESPONSIBLE FOR MAINTENANCE OF THE SMRMWATFG COLLECTION AND RETENTION SYSTEM. MURUSATED STEEL T I'I ES O. EITS ISEEc LIF 1.11cB.omrEB zooµ LuLu �J O n¢ rwsT rzxcE ss SL _SA RE _ r Tv ;m sTBrlr J J CONSTRUCTION SEQUENCE --� ■ II KCU. o e, de�� III A ARHT .1 ART w nl[Tnenrc GAGE,w w 1, SETUP ON-SITE PRE-CONSTRUCTION GONFERENCEWITH CITYICOUNTY&ENGINEER. ww 0 2. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE PROTECTION, DIRECTION OF RUNOFF WATERS cgmUR SECTION B-B O C) J ANO CONTRACTOR REALS SHOWNONPLM CONTINUOUSLY IN ALL EROSIOI CONTROL ONTR LDEVICESAND j j j RSYS I.. IMUS r U 0 O 3, THE ACTOY ORR SNCENEELINO TLYAND FADDEROCALIEVAJR MAINTAIN BRED DUE T SUE SPECIFIC CO DNO BTRUCI➢RES. /— Q O CONTACTCYCORP ENGINEERING IFADORICNALMEASURESgftE RECURRED OUE TO SUE SPECIFIC CONDITIONS. �� <BwnB Avo BVxrrw BABA I.L. 4. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRACE, Io wa Swro nl EMGISRC rO.1US . �iixwE QO Z 5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITWCOUNTY SO, c 111,. BETA uceTEo STEEL Q AND THE WATER MANAGEMENT DISTRICT, ANO UPPER CRITERIA - _ �RAN_ SILT FENCE ATTACHMENT DETAIL in I SECTION C-C YEP, yp /r U O xsorvz yzAB J J 140` 0 = w AO �PS v TICAL BA x rAk vrw snrwr MSM (11 N, TanE ~- nw wsr ov amluvmr w*m �p SERIv---�nwi SYP���yyy///����{{{��\\\O �/.aEeL�yB GAIN pgv�Jx Jw 3 I�a��ni ¢o t p q / vraw urea l-w PLAN n / / �x,,,A, `^ war �l PFHSPECTIVE TYPICAL CORRUGATED U o r a� � �"`T—RX TEMPORARY CONSTRUCTION ENTRANCE (TYPE 21 STEEL PANEL DETAIL Q W'o I w Lp —� a. A— I—E, S, Aw a.w. I—.B":/ BwBdBB IT.roa_ '^ Z Axl w A, wnBU sv. rt N u�TA ijr B� B wuwr = L_ B wBov[maudrlxav wm a=rmremsra rw u.m rexW r vz xrA®arrvrtt Ni� it tNidPYGSFRMS SIABu TRAT [4VBzvBMalmrtr rw.w..,.w »o...wr �.:.00r worm PLAN LEF VATtaN ABL grows .B w...zss owm=IA aAawBY. SEDIMENT TRAPPING SUMP ( x.% OEra A TBNVATA IGDUL i Aunty Am I...A,A.. —.m..AAa - r SILT FENCE INSTALLATION STAKED TURBIDITY BARRIER CONSTRUCTION EXIT W/ RUMBLE PLATE a ASSSW ON A AllSHE 0 S LTER BIG (E 3/B OD 5/]R NN1) E{5 6A w' W' MBm HIS HOT POORED SEAL !' 'GINA. Ban iO BE Pucm 6 ISW Fn¢ "E M., WAY. VNLESSJNOMI BmFAMSE. SGEWALx (� HEI) (P 5/B 15) a n mR NRFALE NIC£ d,g ryR. WYi F 1 ax se aE Um P-1 Uzs ON e(5( )NAT ) /1 YGn x naL V FULL 1/B' TOOLED RADIOS 1 JOIN, CENMATERW.PANSION ON ALL EDGES I/2 EDGE OF InavEL waYl \ EN. MAY SLOPE �T/Yfl PaVFMFNT ' ' a B; wW O LL LL IOIEM 19AIEB N PACES ' IXSrxIA➢Ltl PPL Yt IHID SI Bwn „ A ON -BID BEEP HOE BAIXRDAND XBOUCYMR FAd PPE ] 1 AA[fSl SEW N MM GONG NWYI C%CNEIE. MSL a Pm aml / g-aMa+w uwm � NOR BLYOE FAO( 9011 H 1FAY!- Wn 51'al£S PNRR SASE E As N MNM Y0.1X1 (IIFYXaB]{E-1MOOR ,-AgMiacm) f (IR') M 5 SPACES. LfNGBI=IA-I.]m (55-68") 6 n w o[P xI e. ED. ] /w ���}}}iii „",,, anrzn wA� , -1 wm 1° mt Vwm a rnlwErt EARD BY... RACE PV1/4 No AlV Pnoc M (AjElua°mzV]PARANNIND nec T 1eV1 ^x ozxsm. OAN 5 uE CINI ERM Te PRET1� (ASM 0-155] M, 1'Io 111eanw ul wY DErva1Y. sinamzE m EXPANSION JOINT NPo sAw 'cL1T is NIS IN SAW sonvalx a s-G a.c. _ HE I/4 ' rD - SEASSUBLRME -1HICKNE55BOBMIP:IIera6 "- Sqw JOINT M. 12 MRS OUR NOT LESS MOST 4 HRS AFTER CONCRELE PLACEMENT R' slCilacE 'SR:P- eMY SHALL BE R6' MBE RENDrue, 112°.9 LONG GR AsI.. EE1ECmR un P-Or (SEE cLAx nEw Fm Lccanwls) 11lb a a a g n a- \ 1 {" a OMONOLITHIC CURB & SIDEWALK DETAIL (35W PY (MW)) NTS* O BIKE RACK NTS O CONCRETE SIDEWALK (esNPs(MP.)) NITS * O PAVEMENT SECTIONS sO SAWED CONSTRUCTION JOINT NTs NTS O STOP BAR W/ SIGNAGE Ns z 2'-6' 2-T n 16r WANE *F�WRICPNHr ( �) D J Y 1 12' 12'x- T I_ aapus Iwiiui imosm ° LLRB EDU.£S 9lnUR AS SH01k10N CAM, (.,ad) E p TNL CI1RB b' CpI1L9EIE RV91 MIH PAV£MBIiEn PAYEVENi Su0GAA0ECWPALrfD ALngyGpO RAVP n12 MAC 4' INIIX cavCREIE S!pfWPl% SECINII '�'� H 12 MAX `� R P ¢ HNIgCM PAIP (.%p0 P51) HOLE 1: 1EIGNAUGT RASP LO Nal POSs01T nal (MP% a3GN 12i, COSSs SLOPE CF RAMP0. 150.p1IG 91N1 XOi fxCEFS.15/B IR E ACCESS (S E NQUE BE ACCESS (SEE NOTE 5) BLUE BACKCROUN0 ]/B' HbfS MTI NafS DAM1IEp OFl UNIFR NLL .1. IN LOST POSC(MWNT MLN 5/16'12 I/' IOP ANA 80i�QU a SIGN) IEE TOLES POST (ASTM XISH) CRAOC 60 $RLL PSM A-1E3 nNISH) JIP _Lv s NOTE' 1. BXE (I) SGN RCWIREO f� EACH PdRgI1C SPARE MELPL PONT i0 BEC VIII tED ALL OUR, IW VOTERS AND R S MUSt BE RIISIPAPoi. 3. COT COMP FOR FOOLING ➢RILL BE PORIIAIYD CEMENT ANB HAVE A MNI4UM LWPRERGYE STRENGTH OF J,OW OL 4. Sa1S OPLL BE FABPoCAIED BY OSING AELELRNG COAiAG II! LHE SYMBIX.C. MESSAGE AND BORDER WENT TO A SHEET AWMINM BASTING LONG a° IH¢RNESSBATS. MESSAGE MMING SHALL BC UPPER CASE (ANIHE)(SERIES B) 2' MGII IN ACCCFOPTCH BILL M TUAL W UNIFORM LRICTO Ca11AM MUSESNU4WIHICCLNC( 6. LHE H SHOULD Ca1POSf) a MOT Of A B A NHIIE NHEELCHAIA FIWREsa10 'XHILH SHOUT ALYL 11 FILE AGED) IR A SWARE BALE xNA91, NIERNAn011AL HILL 11 NIDR (FED. SIB. Ii95a. LOLOR f151WI. POsi SHALL BE NDI. T'RFM FflON BAC% OF NHFIl SLOP OR WRD.1: CMIRACTOR STALL cal THE AVWM NM LEGAL (R MANCEAID z v O 6 F O5. p m 4 2N„1 1 ESTLEY < OTRAFFIC DIRECTIONAL ARROWS SEE SFPAPAIE GREG. FOR AGE REWIREURI6 (]) 6' MIIR CHfwar$ F1 FOR TY S°ACEp AEA AI51£ 'a NPoTH (} n ISORO x DOERYST S"H MHIrt e BUYER 5' SEE PIAN 6 6 paEy _ k 41R' 'E �3i fs fi 2 ' S ANc.FICAP L O SIDEWALK HANDICAP RAMP, CR—C O HANDICAP SIGN GIT GpGPYmINNLgICRLR ..a... ff11N.Ar SETS NTS NTS * DONE PAi1EAN ➢HALL BE 111-W*run * * * EDGE OF SY R)5' MITI GMPO OOf WAVEL 3G'-]fi' BELECTABI£ WAAiIINC 1. NRB RAVE AVENINS SLOPES ➢HALL NOT BE SREPER THAN 1:12 AND �II - CROSS AWf SHALL BE O0E ON HATTER. 1-1.9WV atuCT1L 6�-" O 2. NNELTABIE WARNING SV WALES ➢HALL BE CCNSIRUCAR BY RXMRIIG RBABY BB everes ANG Do /1RUNCARO DOVE OR IMPLYING A 1R016AR0 OOME RARRI4E 111 [a`IFCAUAI:LE XITH ME U.S ®Po JOinl Seal (SEC OfiAR) O(PpRMENi CF ASGLE AD.A'TAX." FOR ACUS901f "YON. AD.A Q' O U ACCE54BWTY LYIIOEH`HG SECTOR TO9 R IRANSAaI STORES ME NOT MO - s 1,-6" O O O xAVE BEBETABLE wARRmcs. �� b'R Conc. Pav't. �' 3 RHITTTE A NRB RAVE Is MIME LAST HI CU ANE CURIIG LURE, NRB AND WHFR M9/OR s!OEWPL(, THE fASnNG NPD OR CURB ANO OTHER Q Q STALL BE B.. TO TIE NEAREST . IIT BEYP40 ME CURB LHANSIngls OR 'IJ 10 Mf IXRNI THAT NO AfMA'IINC sECACT bi CF NAB OR CURB ANO NRG SIFIl POST p w PLAN VIEW is LESS MAY 5' LQYG THIS PATENT CARBIDE STALL BE R0.'OVED TO ME -1� Rx I ° z Exp. Joint And ]- Sld. NEARLSI JONIT BEIGYO THE MAN9TIXY SLOPE WAHt ARW:10 OR l0 ME - ' pQ- .2 NESTED GROVE Preformed Joint Filler rxmlr THAT NO RB.wuac Ycnal a s!pfwAuc Is LLs5 Max s'. -6" Min. 0.9 4. HOCRE ADJACFIIi WAIEN SURFACED DIRE Ca0Af0 OR ARE T CMVCIED L F L ." NIM MAIERIpLS OIHfA REPT $IANDARO CUSS PORTLAND CFIIFHT LPro" E JIM 1� T 8 '" IN ALCENHANCE RON SECTOR 522 HE ME S ECOCATPv$ ME PIPs MUST }) TNI _ AI IAy A u•,,:Puu 2'-0" NLEGRAL BONE PROWE FOR BENCiPaE WARNING SURFACE CREDITS ON MARPoALS MAT O I EUGENE ME XECESSPRY CONTI ASDL ETHER DMR-OH-UGIT OR 1 L I/2 OR. IXP. OpIT-OI-OATH. (SAIEDY TIMOR OA BRICK REO) F_ J]ITT MY) OE _ B ED � Q w W w W O U U U Q D u- Q LET �- _ U J Q W - z O U X W J Z O F U W Q z F 0 EEVEH IN NC PARKING ANA ADICE. TIUN A GRADES OF NOT ACCFSABYIIY NSIE SIPll HOi gCEFO 1:5G SLOPE BI ANY DIRECTOR. SEE PWI 1. SOME HE HANGROM RAVP A TOM 111. 111. oMMLAHANDICAPNSTRIPING(URSiEDInaN ITYPIRG GUAM S RECONMRIBCO MM'VFACNPER: FHONFFBED PLISBC$ IIID (MMgt TI£) TRUNCATED DOME mr ac TURNS, ]W PEARL STREET, SALT: 20, BURALD, NY wtoz PNa1E: (000) 6B2-2525 n O CURB RAMP DETECTABLE WARNING `Apo PSI (MOR.) DISCRETE NTS l ', .. � N= �T tiT=1icT"iT "11 PUREAME BASE 1'-fi )z STOP SIGN O NTS _ A elw , yPARNO�ryga Op i. I.Eli m IMA �wrM[ pAx1W01, r ! E taloa - PIT L.1 B C, ommm¢ meer., .1. 111 eFweep rnlwx 1x Tans OF PEACENERT 13 FOOT TYPE D CURB (].SW PSI MITI NM A TNULBL - nn w w GRE w vuLLsc a, uwr A_.A AO I m' Huss. )° FOOT TYPE D CURBIN Pare P9 (MIEN NITS � o I Y, o zr 12 IT ppVEMENi TSAASET IM-CEREMovEUUT REPLACE EXIsnNG ASPHALT RHOVE AND REPLACE EXIST, es' 8. no o, d Of Curb Edge Of Povt. Edge Of PLAN o d Of Curb �I" �_ — Pav� Edge Of Pool.- Edge Of POv,P PLAN PLAN GENERAL NOTES U[[E±r, Cllr'O and U[tE:f and 1. For Curb, g g a Q R r o o o o i U < e" easE GARBAGELPC "I-H..A�.11�A�AI'EP'HM CONCRETE S 3' 5.5' Tr0 Trans. Of Curbr-I-0- TOP Of CurTop Of Curb�� •GV ti� GutterCOMPACIEO PROFILE PROFILE FLARED END STRAIGHT END 3. 3' 3' Trans. r""n' Top Of Curb GV torr PROFILE PROFILE FLARED END STRAIGHT END finuffic contmctinn separatorsprovide at tDe centers 1 1 max. . Contraction dints ad'acPatTOP to concrete pavement on tangents and flet CLIfVf15 Ofe to mOIC)I the pavement joints, with intermediate joints not to exceed centers. an 2. Ends of Curbs Types B and D shall RVSINESS NO. ]2108 CURB TYPE A CURB AND GUTTER TYPES E & F 3 Ition feet. from full to zero heights intra Ts MIAMI CURB DETAIL NTS is SAW CUT DETAIL N75 n CURB AND GUTTER ENDING DETAILS Els S 1WL ExEs m x�q' Rwlus au9s s t/z' Yro• s 1/z' �`+ 9 UOUN'B" POST° mEr sf[B, inofi al B. 'r ] 1/tz/z z Y� 19' o BIA. Hvtia ivav uenm r IX6Wr.mv <01WCPINi A1I °WAY SWAPE. BPA55. µqE SME BOY NH CPS mz `11ar%1111+. mo B. ---T -,---- IY 1I .��..,, IsovETR¢ v�Ew I:OVEIRIC wEW --�—' SECTION AA SECTION BB + e'O nl 6 :awE 3 PxWErE P.o rIw9�E0 WADE U. KD'B P1PNG •rO BExBFS°SPII s-- ee � 8 9 B • caxsmocnoBB. ,Ipx1s PERS'U R.IiS -KENOT .. [ '` • � flu! _ 1� ,a s) IN REBM CRArE orsCN IAMD Ano �Ertn�ErvEE mor rx�x a a I IM g PUN w�Y PUN YiEW � PLAN CIX9CRER SIAL BE 3.`AO P918 BAY SIRWGrN s CURB RAMP, CR—A e CURB RAMP', CR—E zo FDC DETAIL NTS T1PE "F" INLET N15 zz TRANSFORMER PAD DETAIL za CONCRETE a Ur (PEA NOT INDEX 5z2-Oni) N� @fP f001 IDDU 5zE-BBz) NIS (PEP: NOr INDIX 945-n5S) (PfA OVNE fliEAGY SiANOMO VEiNL) NIS WHEEL STOP N75 MT— m , r am mvm _u mwrsr m m11Wu�m[ PkF4h � n .. y woo .e Wm a b r6 O -\ y1 3Wo wnuv aws xt a� WO�r0.__ �w m,w+.ma � '— m+ry ma mus w.w .m 1,..+. a..�..0 wE+Ar�w.,xaL�n r, -_ u ruc vrza a - m (.Ix) xm aox rlr�a�w�.x�mrzzw,.nw 'w acww mw .r. ©G��u mm� EMBEOMFNr BV PI za TRASH•COMPACTOR DETAIL y v ---=- zs RETAINING WALL DETAIL ze FENCE/RAILING DETAIL v BIKE LANE-' w (PEA ARa Pwl ITT, sxanv cow cWNaxanaq * NTS * NTS NTS STRIPING DETAIL NIS C') Z * AT * g o J F > V Ww ww w 00 F Qo a w uj>- U ¢❑ J 0 Z Q W 2 W N F- a I rc + • � +F iL �`; ° U N �s000P eusmEss rlo R. w PVCMOPE ResValnl Tade 6miw i��, 62Wmvnln� IFI) MXasmahM Wed FRudel y TGvesp `41 FlrcdX 7�n 1:•I,,, �� `\�PmsmWi �� M f)f 24 1e r rz ae xoiTM gnuuLLu. ieW en naawm W'Batl e o.viwe... �m..ra mvas xn..r...wmw9enwwa 2Y ?ts N66s�mm�Wwrsvawsvwrw. 93 - L 10 10 0 IL T�,are� i� ��ttY we+9+ uaamN^"ndxaeupmtliasaw Mm 10 10 10 10 CITYOF OLOEE eB 3. 6 ttiNL CONSlPI1CIlONDFfNLS (` �.u+eww �axwmw5essew �r�W I t� ovaWv.v'�ivEbiw w m vvevea. rca.nv.a m6omyoema I1 1 q 3' pya»Nue a W V Iw anxt �N+b � W µa m a9wvnl q �iS1\ xePo 3. 9noanwplwxamm�mkwLmirMiaiM W mappmu X RMaN.iM vd iman �kk CITYOF O'COEE ��1��' 111n'9eN ttTNL CONSLRUCPONOEfNLS \^%/% IRI[6a Nrc ftn NlwV� PeUvw VNVF My 6 u6 `,ti /pa1019 R. w PVCMOPE ResValnl Tade 6miw i��, 62Wmvnln� IFI) MXasmahM Wed FRudel r� FlrcdX 7�n 1:•I,,, �� ru �� M f)f 24 1e r rz ae xoiTM gnuuLLu. ieW en naawm W'Batl e o.viwe... �m..ra mvas xn..r...wmw9enwwa 2Y ?ts N66s�mm�Wwrsvawsvwrw. 93 m � vtl�mwv� Wnm Xsn6veewM 10 10 0 IL 1m�ae w v imv s✓M w w nM mTwan insYv hN b i� ��ttY we+9+ uaamN^"ndxaeupmtliasaw Mm 10 10 10 10 CITYOF OLOEE eB 3. 6 ttiNL CONSlPI1CIlONDFfNLS (` m+9w/n�W Wv�lia�bawvi� nm vv�l � deMWE I t� µ5rv19 � iaawvnnwwamm� rzr uwurlwmmuw4 wa my ✓atbuwro+++arnY n. yn e.ai v wu ew wr a a. �vacrosxpvvlbia Ndvm'iw. vwmulxreuea vp+n m a S IPV. Fw b'w urva, � carsa w vauv rtv m emd m w ue v. art-.-axv am vwwwwa mea hu wale sms,�arta..wp wi..wdm .wvewuvew�.wav� smwr. a wefmm693�trw..ssnn mi wi v"9m'+e+N�M++t vii emawa�.+�a w�. w' TVMM ut�Av mn! nea�M xlnwvWwahnfry. a aMp m� i MV, PVCMOPE ResValnl Tade I.mammxegmswtr� dcomdeeawg 62Wmvnln� IFI) MXasmahM Wed FRudel r� FlrcdX 7�n 1:•I,,, �� ru �� M f)f 24 1e r rz ae xoiTM gnuuLLu. ieW en naawm W'Batl �a�wpn°%ewa v+�dmnmmnamNm�¢ 2Y ?ts N66s�mm�Wwrsvawsvwrw. 93 m � vtl�mwv� Wnm Xsn6veewM 10 10 0 IL 1m�ae w v imv s✓M w w nM mTwan insYv hN b 2x0 we+9+ uaamN^"ndxaeupmtliasaw Mm 10 10 10 10 ��.��wp6am�,w�awR�ma eB 3. 6 �W��w aaN+++ +tea W nrowreebvnl'n i µ e w.m xu b awwn w w a r...n m+9w/n�W Wv�lia�bawvi� nm vv�l � � a(sar s.usw.veu., 1I�1 e. aa.exsevuuunapmw..mw6ea CITYOFOCOEE I1 1 aHO� CONSiRVLiION OEINIB �iS1\ CITYOFOWEE O�NL X RMaN.iM vd iman }I — l VIOJ1 111n'9eN µNAf9 SfdlE ., v.. mn awedxarF.e xa k lrmmwmtrpw eminw."v ez. xl.vax. ixwamxnvuv nn� sys p w o Hmw w w evwwc a m b atr m"+ D.IP CanRrele Tllrvslelak Tade PVCMOPE ResValnl Tade I.mammxegmswtr� dcomdeeawg 62Wmvnln� IFI) MXasmahM Wed FRudel FlrcdX O vwron �� FmWs �� M f)f 24 1e r rz ae xoiTM gnuuLLu. ieW en naawm W'Batl �a�wpn°%ewa v+�dmnmmnamNm�¢ 2Y ?ts N66s�mm�Wwrsvawsvwrw. 93 m � vtl�mwv� Wnm Xsn6veewM 10 10 0 IL 1m�ae w v imv s✓M w w nM mTwan insYv hN b 2x0 we+9+ uaamN^"ndxaeupmtliasaw Mm 10 10 10 10 ��.��wp6am�,w�awR�ma eB 3. 6 mm�wa6,�R,.Nnlaa.m9wawlw. w�wgmvxw. lwrs � a(sar s.usw.veu., 1I�1 a re•op...s.w va.um naru:r tab wow ^"'^9.w MMua�+��ww�6va�e n3. �vnwepg zn I �4) CITYOFOWEE O�NL X CIX16lRI1O110NOF1AIL5 !` VIOJ1 111n'9eN �UeCPE P� ., v.. E Mlip16 6 u6 mn awedxarF.e xa k lrmmwmtrpw eminw."v ez. xl.vax. ixwamxnvuv nn� sys p w o Hmw w w evwwc a m b atr m"+ D.IP CanRrele Tllrvslelak Tade PVCMOPE ResValnl Tade I.mammxegmswtr� dcomdeeawg 62Wmvnln� IFI) MXasmahM Wed FRudel FlrcdX O vwron �� FmWs �� M f)f 24 1e r rz ae 93 W'Batl lY 2Y ?ts 169 93 II61R�Rm1 10 10 0 IL 35 f 2x0 2N 10 10 10 10 W eB 3. 6 aW lal 1I�1 LIO mn awedxarF.e xa k lrmmwmtrpw eminw."v ez. xl.vax. ixwamxnvuv nn� sys p w o Hmw w w evwwc a m b atr m"+ D.IP CanRrele Tllrvslelak Tade I.mammxegmswtr� dcomdeeawg SNI FlrcdX O vwron �� M f)f 24 ]SB 93 W'Batl lY 2Y ?ts 169 93 35 f 2x0 2N W eB 3. 6 aW lal 1I�1 LIO zn xu X oN 131 111n'9eN w oBe txo 1A3 6 u6 eam"",wiFb w zas sm" mms �6www t✓veoma F�av��w5nm°wzua vea fAX91XNLilONOEINLS �� Cweb Ewu�amE MiE N n Z O N x� o U a N vIX18g1x51X8 csx+z9 .1 Mas w'�vu rw in rtw�axmarvgwmmm. N �vr'tl`w N.<re,>aW�p'nveas wbvm[?a.M w�m� �_mndan� FVnxms xoom ma em.p v.mxay.wy.gaarramnrymd frwW vE amMx.gesw¢newgneemmM'a ,� eaeW Nn leas ee6sdne®Jwn vM a pm�e nouH F'msaaesfwo-,ydaass um vp'u vm,mu ni owM <m n mw.wq azm�v m.>e,m,.,�,Fa.ae,WW,gNmm.Mq�m _. iwA9u9.e.meW ann eMse,..ti,emvMaN Naq W �+N+.wu�xwd+w�.pnol. Carter Plpe and Casing Pipe Sizes (MIN) mv, es<xar..prn axFprwwu.m v�+mgnrw,a,., x�mexnwweiw,e<m, Maim, eN, m.aWw�. PRO as 2 N..hm Wwm+/b um2•m Fc�.gxw amryw e, s. ra poen rtl Fxrvrbve Nzeu NaaAfe'Oe. D.IP. ReaVaInt Table vau mMNro� n W tv'wuw iwv a. muvn v�"edma+n•a W m�mc u �� uwamvnY.{He'LL Nem .. pp trgartyexa uw,w mmm mei�mmawmxans�daµxttl.m�� e. �myuW iFh We M<lemdaC e, kw ap. N�%Natwnsa mf5om6 a lm h<'x 4.wu�=s vowaua F wYm(ew. ew vaua pm x paw»na v u`A+.awp�PT. im pa mn m � x n Nvuaa iwa v aq mww,u u cosemucnoxoera�s wamw, a. we I. 1Me0u WaW MGuuf mrM.Mn aemnw.sn amF.penp.,.w,r•no-nwWimrmn<ae�w.. a:.rM.<.an mn m nam men r xw aw., wr.. ssrmur am maw. «W. m.a, n nr<n:m n wrcm+F m w cy ..rve,:a.rwemzr.za.canema.vid�,.weBm'aaaropammm�.� S as sb s,,ry Me 2i1W39U a—MaFn a.W"[d <quil W LW lrcAtle e.a„np.. <n<.�w«la. m,�,mepne, m,..x,..marrzanamnm. J �t5 raunrtwl Faap —I �1 1 ed>nl Nmu:�gN nam m Wue+sn a ala mmw mw eaza w. z � WnertabwN �/TovHd+.aaMw�s4z<FFapm xu� iva d+sewegmeamanevapw u nm�e.m.."..n�mns Faw„N. r.<.wxnpFa u�Ra Wuagn W pmwvu,s.wdm�n.symuv pvamawumivu �uatlw rwbWWs ns v In iwM wa m✓YuWe. ignvse w. mw 4WmW wuM Na.<w R< 'w b`N rvh N+. b.W<ruW, a. npvWl T. _ <,«xz,.anwmN.v,.mw wN.x'm'm` ,iN,m•.�m;pM�;�Ngpa ~I rt. lll w w ,Fmla6-i<n,ablmmaa wmapa.. a dnrzp PVCMDPE Resbalnt Table �m.�Nlil)mronero-mct rwalwylrl r�mm= T23s, t le a .T Mas w'�vu rw in rtw�axmarvgwmmm. N �vr'tl`w N.<re,>aW�p'nveas wbvm[?a.M w�m� �_mndan� FVnxms xoom ma em.p v.mxay.wy.gaarramnrymd frwW vE amMx.gesw¢newgneemmM'a ,� eaeW Nn leas ee6sdne®Jwn vM a pm�e nouH F'msaaesfwo-,ydaass um vp'u vm,mu ni owM <m n mw.wq azm�v m.>e,m,.,�,Fa.ae,WW,gNmm.Mq�m _. iwA9u9.e.meW ann eMse,..ti,emvMaN Naq W �+N+.wu�xwd+w�.pnol. Carter Plpe and Casing Pipe Sizes (MIN) mv, es<xar..prn axFprwwu.m v�+mgnrw,a,., x�mexnwweiw,e<m, Maim, eN, m.aWw�. PRO as 2 N..hm Wwm+/b um2•m Fc�.gxw amryw e, s. ra poen rtl Fxrvrbve Nzeu NaaAfe'Oe. D.IP. ReaVaInt Table vau mMNro� n W tv'wuw iwv a. muvn v�"edma+n•a W m�mc u �� uwamvnY.{He'LL Nem .. pp trgartyexa uw,w mmm mei�mmawmxans�daµxttl.m�� e. �myuW iFh We M<lemdaC e, kw ap. N�%Natwnsa mf5om6 a lm h<'x 4.wu�=s vowaua F wYm(ew. ew vaua pm x paw»na v u`A+.awp�PT. im pa mn m � x n Nvuaa iwa v aq mww,u u cosemucnoxoera�s wamw, a. we I. 1Me0u WaW MGuuf mrM.Mn aemnw.sn amF.penp.,.w,r•no-nwWimrmn<ae�w.. a:.rM.<.an mn m nam men r xw aw., wr.. ssrmur am maw. «W. m.a, n nr<n:m n wrcm+F m w cy ..rve,:a.rwemzr.za.canema.vid�,.weBm'aaaropammm�.� S as sb s,,ry Me 2i1W39U a—MaFn a.W"[d <quil W LW lrcAtle e.a„np.. <n<.�w«la. m,�,mepne, m,..x,..marrzanamnm. J �t5 raunrtwl Faap —I �1 1 ed>nl Nmu:�gN nam m Wue+sn a ala mmw mw eaza w. z � WnertabwN �/TovHd+.aaMw�s4z<FFapm xu� iva d+sewegmeamanevapw u nm�e.m.."..n�mns Faw„N. r.<.wxnpFa u�Ra Wuagn W pmwvu,s.wdm�n.symuv pvamawumivu �uatlw rwbWWs ns v In iwM wa m✓YuWe. ignvse w. mw 4WmW wuM Na.<w R< 'w b`N rvh N+. b.W<ruW, a. npvWl T. _ <,«xz,.anwmN.v,.mw wN.x'm'm` ,iN,m•.�m;pM�;�Ngpa ~I rt. lll w w ,Fmla6-i<n,ablmmaa wmapa.. a dnrzp — oyfmway .ygysw,y Eb55 Gmr�- �oml«I IrylMuuwf \ /9re,q a:wrwe a..»�s ��� I l ✓nAF✓L Vc�e � � R 1 w> �Iro+'Yl Y�naWMrtvmngmepmsae,m» � � wC5W ic9� Y�f � �i ��\ \��� °a ussn� / _ I � «Nw»a-m.o.rT l.ws,m FVaufrwx i' ���! ? vm� E�IiZ ✓J / ' (Vl qw »m��M«d, ievenDm vq� � I Aum a»wuoeauf� 1 sewnGG qe 1 CITYOFOCOEE / M CONSTRVCIIONOETPILS 6Me Y `m'avaAutr IllEls immwyJwVx•CavrfWa rwue lb NbPwSnlfbbtNlWwMai x Nlvoe,smfa \` MTE PMIMIB WP j � Cemnn nm±. mna N 1 R mmNl AIwrG°wNs __ omalulw l'meas. 00%�•��� mne nsav Ven ova yr .—e S! \ f%m5emv irtiv'N A4wlawf uaplaal �� 1W1fIl SUNa w».... r.,m omw Af.w.m mYwwn wf»upvamp '' bsl.9�a °iol� �9ssfof..o"�°aa.1°"..5"nlo"f'PoiO"n' ° m'dgtr.. «olnon.�,.�.»»mfw.w «eaean wmm.vwrYt m+m em.ewm �yxv5»� w�� quu vgnwmmn Mammf»w rtf°mwl N[t+a Nna�yeva� wzmz wamsw Nxwmwmaw5.mgly w�uNn pucam.vuwmwm (I' �1 mn»w mU++sn W 4Po' W+arteW M'n rev.v�a f fz S +MPo aga and ¢pwz.mm�✓ami � (} oerNt CIIV OF OCOEE `' f CITY OF 00O2E klp ll�f Cl2Y OF OCOEECIW OF OCOEE o PLL R,p fANSiRVLTIONOELPIL3 J C0NS1PVClIVN VETNIS :\\, O pN UCi VN VETN44 (�� CON STRVCTIINIOtTM$ / WPoI Afun6Ynbleauav - �� -._ Srfe Po^S/PnNeve MelafmAWnvn t Vi o3 caA ��N �I 1 Vrzfo gWap Pfeawfa BaRbr Remin 1 :.. _ MlE KNMI9 Mi30f9 Mie µi3019 WP MIE rym130f9 f3N�. •. mf�:aftla.IMuwu3emtrlquasry+f gvnmre.eav mw u� tip. CITYOFOCOEE ��I'� Ojp CONSiRVCTIONOELPR3 `�� ,J� T^R^'M'PwPoffmxxm (ir ie Mq'al9 W J_ J Q WW W W 0O O� 0 O' 0 oo H Q O O � � U U Q Q h W U) 2 F - Grim r Q G o V I = � Z o Po U a N GflOUP WOYFYAUHHIIA FX0kW145WM5 /9re,q a:wrwe a..»�s w> �Iro+'Yl Y�naWMrtvmngmepmsae,m» ussn� «Nw»a-m.o.rT l.ws,m 1 CITYOFOCOEE M CONSTRVCIIONOETPILS \ IllEls immwyJwVx•CavrfWa rwue lb NbPwSnlfbbtNlWwMai \ \` MTE PMIMIB WP W J_ J Q WW W W 0O O� 0 O' 0 oo H Q O O � � U U Q Q h W U) 2 F - Grim r Q G o V I = � Z o Po U a N GflOUP WOYFYAUHHIIA FX0kW145WM5 CflPPNIG M. IIB PEEN PUNT OF COMMENCEMENT PARGRS 4.X40h. I roman fru=die - i n u N., I 5 _Im of xl -IRA'(TOTAL) 5 SERE S E }Sl,]g' i,umu xc� fi y s H°�+g, 0 cShREgY I6 rrC� y M1os oM . - PB- RppOL��P♦ P08 - d aW rtvai+Na i MATCH (SEE SHEET 2 OF 2) DESCRIPTION: THEN NIWESTI/4OFMESWMR ST1/4ANORIESOUMV/ESTINOFTHESOUM'AESTI/41NSECnM5, TOWNSNIPII SOUR(,WJVGE2BEAST.ORNiGELOUM%FLOWOA LESS ANO ENCEPTRI4T PORTON OESCpIBEO 1N RWT CERTAINWGNTOFWAY AGREEMEMRELOROEO M1UYB. 19II IN OFFICIAL RECORDS BCOI(2062. PAGE 643.PUBLJCpECO.POS OF ORWGECOUN]Y, FLORIDA ANDLESSMDUCEPTRNTPo nR DESCRIBEDINRWTCFRTNNBIIFUTATEOOROEROFTMINGRECOROEO APRIL It. 199BIN OFFICIAL RECOROSBWHSi61. PAGE2341, AN01NR1ATCERTNN CORRECTEOSRPVIAIEO FINALJUDGAIEM RECOPOEONOVEMIER 2S. 20I IN OFFICIAL RECORDS SEEK ME. PAGE N7. PEARS RECORDS OF OPN4BE CROWN. FLGAVA AND LESS AND EXCEPT THAT PORTON OESERIREO IN THAT CERTAIN SERRATED ORDER OF TAKING RECOGOEO LWUAILY 16. M IN OFOGGuL RECORDS BOOR SBIB PAGE 6120 PVSLJC RECOR0.5OF CRINGE LWNEY, RV.GA r REMOVEDESCMMDPROPFpiYR GAMEPMnCUL YCESGlIlE ASTREFOILOVANG THREEPARLELS: 1B PARCEL 4 PARCEL 0 NO. 052b20Etl X XV A PARCEL Of LAND COMPRISINGA PORTION OF SECTIONS 6AND S RRINS111P 12 SOLVE BRUCE IS EAST ORANGE OWNN, FLORIDA BEING I,IGRE PMRCUURL Y DESCRIBED AS FIXLO495: CwMSWCE AT ME NORM) EST WRYER OF RIE SOUMV/EST 114 OFAFORESAID BEGGEDS: THENCE RUN SOUMCO'SWE'EANAIONE ME WESTIINE OF SAID SOUMIYES] 114 OF SNOSECRWSFOR A ONIANLE OF PARCEL dO PARCEL 0 NG OS1138 MO A PARCEL OFWIOCOMPTE"NG A PORn0.V OF SECTOR S, TOVMSNIP 22 SOLVE RANGE 28 EAST ORIWGE COUNTY, FLGROA BEING MORE PARTICULARLY DESCRIBED AS EMIG AS eNOTfD . UMY PARCEL4fiPARCEL I0 N0. 0i1b2B{pWMW6: A PARCEL OF END COUPRSINGA PORNOW OFSEGTLW S TOWNSHIP 22SOOM, URGE SA EAST ORANGE COUW,, FLORIDABEINGMOREPARn6GW11YDESCRIBEDASFWOY/5: '�yI P R CEL 40 mh^G VACANT 90 2'E % v, I �VOO O L(ANO gCRE5113�5,O]95.F )r , 'w .v.. I I I �.Ay 2532 f d aW rtvai+Na i MATCH (SEE SHEET 2 OF 2) DESCRIPTION: THEN NIWESTI/4OFMESWMR ST1/4ANORIESOUMV/ESTINOFTHESOUM'AESTI/41NSECnM5, TOWNSNIPII SOUR(,WJVGE2BEAST.ORNiGELOUM%FLOWOA LESS ANO ENCEPTRI4T PORTON OESCpIBEO 1N RWT CERTAINWGNTOFWAY AGREEMEMRELOROEO M1UYB. 19II IN OFFICIAL RECORDS BCOI(2062. PAGE 643.PUBLJCpECO.POS OF ORWGECOUN]Y, FLORIDA ANDLESSMDUCEPTRNTPo nR DESCRIBEDINRWTCFRTNNBIIFUTATEOOROEROFTMINGRECOROEO APRIL It. 199BIN OFFICIAL RECOROSBWHSi61. PAGE2341, AN01NR1ATCERTNN CORRECTEOSRPVIAIEO FINALJUDGAIEM RECOPOEONOVEMIER 2S. 20I IN OFFICIAL RECORDS SEEK ME. PAGE N7. PEARS RECORDS OF OPN4BE CROWN. FLGAVA AND LESS AND EXCEPT THAT PORTON OESERIREO IN THAT CERTAIN SERRATED ORDER OF TAKING RECOGOEO LWUAILY 16. M IN OFOGGuL RECORDS BOOR SBIB PAGE 6120 PVSLJC RECOR0.5OF CRINGE LWNEY, RV.GA r REMOVEDESCMMDPROPFpiYR GAMEPMnCUL YCESGlIlE ASTREFOILOVANG THREEPARLELS: 1B PARCEL 4 PARCEL 0 NO. 052b20Etl X XV A PARCEL Of LAND COMPRISINGA PORTION OF SECTIONS 6AND S RRINS111P 12 SOLVE BRUCE IS EAST ORANGE OWNN, FLORIDA BEING I,IGRE PMRCUURL Y DESCRIBED AS FIXLO495: CwMSWCE AT ME NORM) EST WRYER OF RIE SOUMV/EST 114 OFAFORESAID BEGGEDS: THENCE RUN SOUMCO'SWE'EANAIONE ME WESTIINE OF SAID SOUMIYES] 114 OF SNOSECRWSFOR A ONIANLE OF PARCEL dO PARCEL 0 NG OS1138 MO A PARCEL OFWIOCOMPTE"NG A PORn0.V OF SECTOR S, TOVMSNIP 22 SOLVE RANGE 28 EAST ORIWGE COUNTY, FLGROA BEING MORE PARTICULARLY DESCRIBED AS EMIG AS eNOTfD . UMY PARCEL4fiPARCEL I0 N0. 0i1b2B{pWMW6: A PARCEL OF END COUPRSINGA PORNOW OFSEGTLW S TOWNSHIP 22SOOM, URGE SA EAST ORANGE COUW,, FLORIDABEINGMOREPARn6GW11YDESCRIBEDASFWOY/5: '�yI 13'OOM-FORANARCOISTANCEOF3209FEET MENGERUNSWM00'49'59I'IESIFORAOIGTMCEOF6010 TIN SPY m/ I I I I �r 111 aroi N39°9231 N19-4 I I I �.Ay 2532 f ws warv. Ss a°a ao6 TITLE INFORMATION: Wam�a use 1 usul \`�'-- �. Orta wJy pEPVBLIC NATQVAL RREIfISVMNLE CIX.IPM'Y. 1'•rv. I EILGIALMEFR IBOI]dA 0X1FDAW4GlS, M13@BSO AM, SLHEDMFBUIEY(7EPNa 7S N L _L - TR°IislonsclMnevEm AgrtamnlnNNa GTy°IAceGIeaMe48rcmnM29, 19921n 0.FONRemtisem445C6, Page 35;1[gphvnPM pon<IpisNpOnanw No.92-02oltla CTyWIXcee. FIaI6a Mncang =�u1-- N06 f.' � - nal H'aVJsaBYSAwInf 1 1 BEaeannlMOrzingaorw MCSwN IO leetd Na NOM 131/ MP NI'/1/dWSGIOEI 131.33 IAAF .,foPYL SaM. RanpelBEas{ganlMbd+ige Canly eem9N In Mw'aIH SS Smk 169A Pago ]61.IMeeh Pv[NddNe I I I Pma+r pdtae) R-776.19 .0 1 Sppuhfetldtlmd]adn91esw4M January lb, ZW9mdFtlL ftem'Jsgw1°316. Pd9e8110 (MeatsPVMd0o(Mepq[tly I I I gwrw) L=101.13 6=13 °2219 f0 NCH -1 09 E CH 100,,2 r c �'° r - awivmma y, CH. 1." -1 a -. a�, \ �� \ E9 N69 3011 W Ecxr. D 39 2623 Ana ==,-= =v- �"� Y 2.133 ACRES ICH 31690 --A - avm e«s"o-wUws Tod I � 19219�r5 F1�'�d.C8�556°2195E 600?4952W FF � 159 � ^ „ N,I 1320 W� D 13° 650 .e A H wxraa lz �O '2059 N0953000 Y I L '� _ ,�g321T 4suL 5 O'OB'Ep POB PARCEL46 8N n �,L' 3 tiQ ,y x 609/1000 51429�a. �� 509 1000 w: a .✓ ; 66012 (1pTAl) d aW rtvai+Na i MATCH (SEE SHEET 2 OF 2) DESCRIPTION: THEN NIWESTI/4OFMESWMR ST1/4ANORIESOUMV/ESTINOFTHESOUM'AESTI/41NSECnM5, TOWNSNIPII SOUR(,WJVGE2BEAST.ORNiGELOUM%FLOWOA LESS ANO ENCEPTRI4T PORTON OESCpIBEO 1N RWT CERTAINWGNTOFWAY AGREEMEMRELOROEO M1UYB. 19II IN OFFICIAL RECORDS BCOI(2062. PAGE 643.PUBLJCpECO.POS OF ORWGECOUN]Y, FLORIDA ANDLESSMDUCEPTRNTPo nR DESCRIBEDINRWTCFRTNNBIIFUTATEOOROEROFTMINGRECOROEO APRIL It. 199BIN OFFICIAL RECOROSBWHSi61. PAGE2341, AN01NR1ATCERTNN CORRECTEOSRPVIAIEO FINALJUDGAIEM RECOPOEONOVEMIER 2S. 20I IN OFFICIAL RECORDS SEEK ME. PAGE N7. PEARS RECORDS OF OPN4BE CROWN. FLGAVA AND LESS AND EXCEPT THAT PORTON OESERIREO IN THAT CERTAIN SERRATED ORDER OF TAKING RECOGOEO LWUAILY 16. M IN OFOGGuL RECORDS BOOR SBIB PAGE 6120 PVSLJC RECOR0.5OF CRINGE LWNEY, RV.GA r REMOVEDESCMMDPROPFpiYR GAMEPMnCUL YCESGlIlE ASTREFOILOVANG THREEPARLELS: 1B PARCEL 4 PARCEL 0 NO. 052b20Etl X XV A PARCEL Of LAND COMPRISINGA PORTION OF SECTIONS 6AND S RRINS111P 12 SOLVE BRUCE IS EAST ORANGE OWNN, FLORIDA BEING I,IGRE PMRCUURL Y DESCRIBED AS FIXLO495: CwMSWCE AT ME NORM) EST WRYER OF RIE SOUMV/EST 114 OFAFORESAID BEGGEDS: THENCE RUN SOUMCO'SWE'EANAIONE ME WESTIINE OF SAID SOUMIYES] 114 OF SNOSECRWSFOR A ONIANLE OF PARCEL dO PARCEL 0 NG OS1138 MO A PARCEL OFWIOCOMPTE"NG A PORn0.V OF SECTOR S, TOVMSNIP 22 SOLVE RANGE 28 EAST ORIWGE COUNTY, FLGROA BEING MORE PARTICULARLY DESCRIBED AS EMIG AS eNOTfD . UMY PARCEL4fiPARCEL I0 N0. 0i1b2B{pWMW6: A PARCEL OF END COUPRSINGA PORNOW OFSEGTLW S TOWNSHIP 22SOOM, URGE SA EAST ORANGE COUW,, FLORIDABEINGMOREPARn6GW11YDESCRIBEDASFWOY/5: '�yI 13'OOM-FORANARCOISTANCEOF3209FEET MENGERUNSWM00'49'59I'IESIFORAOIGTMCEOF6010 �T-l- ^'^4vNPann¢ I 1" FEETTOAF WM MORE ONORMMLYRIGM4FV/AYUNEOFOCOEE-"CQ ROAOPERORLVNOO ORWIGELWNIY E.GMESSV/AY AUNIORIIY RIGHTOFYIAY CCMNIXSURVEV PROJECT NO VGRV46O `NW,: ' I I I I �r 111 aroi 066' /ESTPIONG SNONwNRIERLY 6 0F AYLINERUNNORMA91 Y M[NC[OEPARR NGSNOSWMEPIYFI HT Y/ G OF AYLINEFORAOISiMCEOF432.12FEE(TOPFOftESNO POINTeFBEG/NNING RM W I I I $/JOIiNOSCONTNNING]S J9ALRE$(319S, B63SOUPRE FEEif AIOREORLESS. TITLE INFORMATION: Wam�a use 1 usul AMERCANIANONREASSOCOSUPEODUR EPERARCYINVOY *� wJy pEPVBLIC NATQVAL RREIfISVMNLE CIX.IPM'Y. 1'•rv. I EILGIALMEFR IBOI]dA 0X1FDAW4GlS, M13@BSO AM, SLHEDMFBUIEY(7EPNa 7S N L _L - TR°IislonsclMnevEm AgrtamnlnNNa GTy°IAceGIeaMe48rcmnM29, 19921n 0.FONRemtisem445C6, Page 35;1[gphvnPM pon<IpisNpOnanw No.92-02oltla CTyWIXcee. FIaI6a Mncang =�u1-- HEEPVVXRlalTm,--GTyd o.a.•..FmmalowfimLe ndm2s. lggzmwAodamwaB x4sw. w9o4na (Mee6MeFrWSs1Y-Nad:wMnamre a,a f.' � - nal H'aVJsaBYSAwInf 1 1 BEaeannlMOrzingaorw MCSwN IO leetd Na NOM 131/ MP NI'/1/dWSGIOEI 1 IAAF .,foPYL SaM. RanpelBEas{ganlMbd+ige Canly eem9N In Mw'aIH SS Smk 169A Pago ]61.IMeeh Pv[NddNe I I I Pma+r pdtae) �I11 1 res Ia 9 da.'nageeasbnenlNh vol Range CoanlY FlMOa ap➢ol SuhSi isMMlhe State6F(O'fda wstrJPMxNin Nstmtan .0 1 Sppuhfetldtlmd]adn91esw4M January lb, ZW9mdFtlL ftem'Jsgw1°316. Pd9e8110 (MeatsPVMd0o(Mepq[tly I I I gwrw) LOVED R ABSRE11AngiS FENCE LINE IPS NOTED) OVERHEAOUPLRY $( nBEHYORANT 0 GASMEYER ■ CATCHBASIN ® ST.D.MAMME T SIGN ® WELL C- GUYWIRE ELECTRIC BOX WOOD POWER/VTILRY POLE ° NIGHT POLE VAULT OR T AFFICSIGNALOOX DO LVATERVALVE r, GASVALVE @ FOUND S/8"IRON ROD WRAP WITH RISC STAMPED L696723 (TYPICAL) O FOUND IRON ROD OR IRON PIPE AS SHOWN LB LICENSED BUSINESS P5M PROFLIMONALSURVE/OR&DRIPPER (M( MEASURE. LS LICENSEDSURVEYOR PCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE A, CENTRALANGI£ R RADIUS L LENGTH (D) PER DESCRIPTION CB CHORD BEARING CH CHOR01£NGTH O.CR. ORANGE COUNTY RECORDS O O.R.B. OFFICIAL RECORDS BOOR Rryar95 O0. 415550 SPOTELEVARON -155- CONTOUR ELEVATOR NOTES: I. UNLESS TBFMS ME 51GNAMWAND ME GAGWAL SEAL OFA ROROA LICENSED SAMEYORM'OAWPER THIS REPORT. SXETCB, PIAT OR MM IS FOR INFOR,WnONAL PURPOSES gVLYAN. IS NOT VAl1O ADOIVMS OR..ONG TO SURVET ANPS OR REPORTS BY OTHER MAN VIE SIGNING PARTY ORPARRES I5 PROMMOO 1VITHOUr PLI CONCERTOS ME SIGNING PAM"OR PARTES 2.IARM SHOWN HEREON WERENOTABSRWCON BY 1YO GR0UP, LLC FOR EASEA!ENTS AN@9R RIGHTS OF ANY OFRECOR.. 3 MEOESCRPnMN ONNHEREONISPEREkHIBIT'a'lF HIM AI11 TIRE AS..L NM.(MlnfEMPROODMBYIXOREPVOLiLNTIwWrME1NSUPPNCE GRMPARY. ME OEGCRPn.NISIN ERRORAS MEMEiESANO BWNOS FORPARCEL4 SIN 1111 ENORTH2SI FEEIOFSECRCN B, TA MWP 22 SOV111 RaNGERI EAST THATIS NDTINLW.ED IN MENCINNING "ABOVE DESCRIBEO PRGPERiMPARAI RAPHS ALSO ME 'PoIMOF BEGINNING' WORDING HAS BEENAWEO TO ME PARCEL 4 OESCRP ZONAS PROTAR, 4 ALL MEASUREN.EMSARETHESMIEAS ON RECORD UNLESS OTHEROMENOTEE S V/C GROUP, LLC CEMPICAIE OFAUTHORUnONIWE ED .14 NISGUE.SYMEFLGVCA OEPANWENrOFAGRICUWREAN. CONSUMER SERVICES S. MISSILETLHHASBEENPREP R OFM MEEYLLUSIVEU5EW MEFNIInES. . HEREON MECERi1F;GTIONSHOWNHEPEWCOESNOTd'IEN.TOMYUIVAM PMM ]. BENt1A'GSrWE&ASEO CN ME'//ESi11NE OFME5OUIHYlE5i1/4OFSECTI0.V 5, ANA.UIP225G NDERDF E28 FAST,OREDEBT, ANN. ROWOA SAI.V]ESTLINE NANNG M'ASSUAIEO BRAKING CF NORTH W'SJ[V'Y/ESi 8 R'CGRWP. LLL PERFOMIEO MEBOUNOAAYSURVEY ASSHOI'/NHEREPV,KL TWWW HCROA.1'/AYMOSMIAIPROVEP.IEMSSHO1'MHEREOry WFREPROVIOEDINC9O FlLE PREPARED BYNLFA' d COMPANY. SURVEY NmD oi.,9 UNOER PROJECT NO. 01ME ER NOUN.ERGROUNOUPL ESFOVN DMSMIAIPROMAIMTS,IFMYMH BEEN LOCaIED RECLI SHOWN.YMEREALIOWNALORMOREOETME.MF0.9 L IS WwREOMEcuEnrlsAnnsEn Mar Eecnvanwla+wGRAPRvaTEunuNLDcaIE REOUESTAUYBENECESSIRY. SI ME PROPERNHASA.0 TOMEPAVEOPVBLICMGHT-0IIIAY FOR NO.M MOED AVENUE WIS.. T. CLARSONAOCOEE ROAIJ fO.IHISSUR PEE OOES NO REFLECT NOR DEFEREWIF OVMERSHIP. NOT 11, TOTAL SIMAREA 7339x ACRES 11, 1.S . SWORE FEET) MORE OR LESS 12 REFERENCE WAS MARE MMIERIGW LAND TIRE MIGUARON CO,IMITAIEM PROV10EO BYO. REPUOLIC NATIONAL TIME WRITABLE EXVFMY, FILE NUMBER 1.11,, UA2EO STARCH£ 1018®&WAN. XW ORT MOEPENOENTINVESnGInW OR PASIRALRNG, MO MQSEAUDMOXX OfIADWINS MUMEMG OFREWRUPROVIDED IN ME PREPARATION OF ME ME INFONAHnW PRESENTED ANO SHOEM HERRON 13 EAGER SHOWN ARE IN XOGE A( AREA DETERMINED TO BE ORESIOE ME 02t ANNUAL E W W CE 1 .PWNI, ACCORDING TO ROOD INSVPANCE R91E A W. PANEL 210 OF 2311 ASAP 1lV .. 12095C0z RE,, Moo REVISED SEPEELIBERI£ Z(109 14. NMREUEVELUPP,IENTPMEE45SHOVMHEREPVASWIWMVA ,IFNTHD.t1ES), NCI (LPNMERC W.). NC1 (CwAMERCIAl), $CI (CO.VIIAERCIAtf, SC2 (CPSIAIERCNL) AND SRI(rOWN MSESJPREGPPPHIECOAV EPICTEO FORREFFRENCEFURPOSESCNLYMEG, OESCRBEOONSHEEr2OF2 ME COftVERSOF FACNPARCFL HAVENOTBEEry SEEEYLEPT FOR M0.5EAIONW1ENiS iHATAAY BE COINLIOEMVY/IH MEPABENTiINCi(S)SHOINI (HEREON(. CERTIFIED TO: City O(OcvaeanE SM1UTANtl LonsnanBWilsm,PA CERTIFICATION' I HEREBYCER.FY RUTMEATEACHEDSHETCHOF SURVEY IS MUE MOCORRECT TO MEREST OFMYNNOI'ILEWEM'O BELIEFANO MATR/ACCTS MESiANOAROSOF PRACRLESEE FORM BYMSSRUMV BOM.PONSDAESSIIXNAL SURVEYORS PN.RIVASP SINCH4^IER SPI]FLOROA Aw.BNISiRr1 iIVE CONE PVRSVNNT i0 CHAPTER 42P.01], FL0.PIUa SEANIES FORMERRM: WBGROUP,IG OBSESS E, WAY, PS AI PROFESSIONAL SURVEYOR ANG RAPPER N, 2685, SIAM BF RORIUA 1'.�l=J-. 1=1 `,GBGGP DESCRIPTION: PARCEL NRI (APARTMENT HOMES) DESCRIPTION: PARCEL NC3)COMMERCIAL) DESCRIPTION: PARCEL NC2(COMMERCIAL) AFoMonoflhe SDu vml11l4of S,N,n5,Tm'm+Np233our, Range 28 East Orange County, Foods, being more parambAydescflood as PAFAP: APoO,noflhe5oulhvresll/4oISeNon5,Tomsx1p223oulh Range20EWILOrange Go-ty,Flondg, Ceing mOr.....War, described as fdlona: A Pormad of Ne Soubard'114IfMoslem orT..hf, n ommoL. Range 20 East Orange County, Florida, bung more pmOMaM tlextlkatl 11 Whom COMMENCE W the Normovd corner of Ne 50uthvresl 114 V.Md NNon 5; thence Soon e6•W'IS' East along No North line d the 3Wormial 1/4 o1 COMMENCE.!Ice NOMvresl corner of the Sorthvresl 1/4 of Wald Section 6 thence South SPR`15° East Wong the North line of No 3wUvrest 114 Of COMMENCE a1 MO NoMead, corner o(the Sommesf 114 If and Sedan 5;thence South UVOT15 East afro Ne NOM Line of Ne Sommodt l/4 of add Sedan 5,3dstan[e IT 1252.1B last Is No PONT OF BEGINNING, ban- mn6nue Gong card North brie... BB°DT15' East No a"+fe-se, of Maid Section 5,...Ore. 0 IS APfast to Me Notharm"vmer of Me N°MFA'N M UN RNCUAWNE4 of Wald Section it Mon. I. gO%T43' sed E.GN. E a dstied of l3]5,65fast 10 To Northeast in., of Be ThantAnd 1/4 of to GVA md[1/4 of Wald Notion 5; thence Smut 00'17'43' WVJLT far' to Na Nagirmal comer orm NoMvrest 119 o1 Me 3ougrcreal 1. of and SeNon G, Mon. A.. W'1T4C West Wong the Eat In. WHO West Wong Be East line of beNo.-.114of Me SouNvresl 1/41a.dSeNon to a IMNoa IX 1,35126 feel to a Point an be NOMeM In. of West Wong the East Bne of Ne N.Thand l/4. 1 Me..Wlvs1114 .fired Borden 5,ONam, of1,06325 feel to to POINT OF BEGINNING, None, NOMvreat 114 d Na SmAmusel 1/9 of cid Sedan 5, a instance OF1,05325 farm thence d,p,Mng+ald East giro Nn NOM 89.1321' West B dte stanRI0114o1-Way TOW,. Pafael NO 1044 lfitlal , per ORecords Book BIG Page Or. Ithe behie Rerortla .1 .,a,,. Co.,. Florida, the fb.1NR ar% continue South ON1TdT West Wong said East Her a"Mance ITSmUlto. toepdnlo1 Me NWNNfl1. 01 RATIO Way To.. Pares{ Na 1094. ,,by NET feed Nenre NOM]6'33 OP West gdslan[s Of OW.37 fast Nene3I. 22'2T3g" West. aisle.[. o1 RSG at Once NoM 36.33'00' Rg coulees bung a long and Northerly In.; Mon. North 81 West a Us ..... Or logo, FIT to. print of cunatte.f. curve mI.,. per GNdd Record+Book 9816, Page 8120 oI Me PUWC Records a"'go CaurM, Florida the mNMng. OF causes being Wong eWd NONfexy West, a dztance a AAtr feet to a primo) arvaNm W a carve mntave to Ne NoM;Moore Westedy,long auto curve NO, ara6us of AN. 1eet NmUm.stoM: thence NmNn'esfoly alanOin. N.MaWtl.1. halos. aRm O1 GE221feel I Nnmml mB..125°31H IT.- N. armed. of For; there. NoM 09°1322 West .IM.N0o1IM.Enmat to Opalm of wrvaNm ora move concave to IN Nom:,once Wealedy Wong the arc IT ramal MCI. W I T•COSS(ar I indalso. .1 NAM at. INO' of mmpountl mrvalure of. No concave to Me NoM... tl Name 565.13Ieet To the POINT OF BEGINNING,Pence mn6nue Norm -NM Wong beM..1 be last descllad! carve Far[, endue Of 1,22,21 feel,add mrve NNIFS a NALS.1126221 test. error Inde M lT'OB 5T for go Mrs dalenre of 373]e tean MO.. deparma tram ..it NOM BINNI-vrzy NOMmsledy along arld curio having a Indus M 99221 Feet a OMal ante of%2'1T2P far anHedG,nco N SAME feat 10 a Nine IT non4engsnry; .,Ed ad. If Mo T12.I., Onroc lent 0301 feel; thence NOM 49'4955'West along O moommoenl line. B ds[enco of 151.44 feet thence fne run NOm 2d'483P Weat a"elanreol51A2 tee[Nenca NoM 21'2T30'East adslanre 0112282 �ee[fhenta NOM 22°352`Wesl,e Nmce NOM 32°4424"Feat. Gsfanre of 230Dfeeltoapdnl on the arc olenohlangenlcufvemnarelO xis NOMeast Nera"us polnl Msvlv[h NOM 36'1%13"Weat adalance IN51.921eet thence North d9'4902'WeA Otllslance .1109.051ee[thence tlepaoting tram zald NORnerlY lilts ,run dahnceoflg.7Af,,t Mence N,M22'2TIWEaata6+tenwof119.1$fee[Mence5oNh36'3356EaM,edislanaaf25 Vfee[Mence South beam NO. S2NW4"East 1hend N.Rhaaaarly Wong salticurve prong a Ordinary of RAV! Net, acentral ends of NCUTIT for en Om6etanes of N°M51•FB'3q"EasLadetance ol2BBWfeef 1.apdnl.(mrveMeota arve concave 101ha 3.Nh; Ise... EuMml,lohnnoltlwrvehAinga 09°1322 Eest edahnre a2OB.gB/eW 1.Ne PO NTOF BEGINNING. KF 10352 Feelloapdnlol nomlangene/; MericoNaM3B'51'3S Eas(eQiatanca of 20.221eat Mence NoM 50.5606' WeatadAanre O12522SNOTo EO+Laddenm.l W a pelt of corgUme.1..,a..-a. be Sion, themeas".alaM memsedcurve hoong a fadua 02ROUNW, a centrad angle of 7/'451T for an 25223 kek lM1en[e 5oNh 30°5135'Westetlistente ot2922(eW taapalM on Ne arc ManoMangenl curve concave N Ne Northeast I ...... a Sold [ends forms, lying and Ming in Ne City of Ocoee ,ONIT,Cr.unN. Fallen, mMMNR RAFT Co. IT By.3.,Lafe feet), mole or far., arcdond M 3528 feel W O PMnl M langINI:Nenre Send 51.1337 West ainstance of 28804 taut to a Print on be comedy line of RigM14.4NYy lot .1'"CM1 bears Nunn 38'51' 35 Felt Nenre yammodtBdY a gang Old curve Turning a ream V MUST feet a OMAN anile Of bi Vfoo an arc Tagng PNd NmiG44, par Cafigal RecomeBook9016 Pege 812001 the PUMle Remrda dOoange C°urM, Fl°tltla; Mence NaM 99.49D2 West distance of 10352 feet toap.Inl.f noMangeno, thence South 32'44'24'West a dzhne0.123W at to ap.III on Me a¢ Ol a rooka.... tcune M.,.LdNarmintyfn.,a"Manna, W IS9d feet.. Point an Me Sou edy fight-°Lv2y line of Counry Road 429, Werlel. Beltway, a0miled access veto Ne Nermicit Memdua lxOrmyc NMbears M.12'442TEas[there SoomeasteMWongsdtlmrve Mnnia mMsisba.21 feet anid.day, per OdandD Orange County Burden., Admodry dghLM-Yay C.nbd Survey PF.J..No. 3532664604026603; too -NOM 54MBSTmd0al any, ofM-13]Tfor an are (stance of 3R..63feet to a pent Mcom orrad madma, Of acury0 rondo, W the'bromma[ thence GotbroMedy DESCRIPTION: PARCEL SC1(COMMERCIAL) Y EastagOng sat 3ouMeM tlgM11-obwayfns,e"slenm.11,3J3.fiG feel[DNe POINTOF OEGINNINO dont Mtl carve havinOMladm.f535.W (eel.a[en0al anglealH'0%30'lor an am dslente.f1M.19 feeC thence SONh 22'2T30'N'est Wonga Y fast man CO. SouNOWEIN'WeM OQisEGINNI22611ee[Nenre 5.W122'R3P WestadalMnce.1106.30 Ayltion ollllO S°uMvresf l/9 d5edon 5,iINmshlp225oNM1, Range 28 Eest Olangg Counry, Flanda, TagefherszM pooOons of Ne dgh[o1-araY for Said lantla situate rying and bzing In NeGryol Ocoee, Orange Comm, Honda mnldning 15.639 aCe51801.0055quara /eetJ, mope or Into fee[Nen[e South 69'2639'West adslanca 051.18 (eet1.MO POINT OF BEGINNING, NOM LMevmotlgVenm. Waatbritlgo C.uR Ontl Germna0eoee ROatllying in Ne SauNnesl lld.taaltl SeNon S, Ming mare partimlaey tlescMetl as ).Aerim. m No MATCH (SEE SHEET 1 OF 2) Said limits dNals lying and being in the CM unry, ofOnom. Orange CoHonda, midalning 1990 Ones (173,789 War, fast), more or teas. COMMENCEdQm.PNW-t...... Ne SoulM1n'esl old Otsald SeNan$Nence NaM OO'53'W Wes[alon90a Weslflne of Ne Soulhnes[t/4 of Ica zw Tc - Al NR96T008 Y one J } f f -L - - - - sdtl section 5. a dearmse of 118983 NOT encedepaMglr.m Med Weslflne run North TONERSq' Earl a Sedan of 3000N.H.Me POINT OF taw y Qj2.I2 �„ BEGINNING eddpalM ynO.n NS Een4ns.IUe We5t3D00(eMMNe3oWM1nan l/4.I+etlSed°n 6lhenee NoM 00'S3C6 Well d.ngretl wim (Ix FS[I) maCmztt xc0495�C - "- -_ fl. IJ1 Ei5'000-At/E W" 1/ �.( -°•la" zmnhr F f[vl Eaefna edlslanw a139dd0fee1f0apaNl on Ne EasteM eAenMonMMe S.ulpe ly tim letlpccem Behr alma]Tne lot Siete Roatl 929 ec cb.rvn epMipe se 1 M j '^* - . on Oe OdandoOlenge County Eep'esasrzy qNh.' RNIAM IMaPSedon7SAy SMNW2MNT thence Noth"'%3d9 Eertd.ngevdfne A o V-.s/v:Vnl 1-- �/� Maxx BW datmere of TONS feet to a penton the Westerly exeneon of Me SCOMeM mot of Paras 1044 a,it.Nbetln St,NTMOd Ordm OVEMAgrecomeda - au/ _.i•, -'- ,�- Olfiasl RemAS B.ok 9816 Page 8120 of satlP Li -R tlg'N BouN 49°490Z'Ees(alongsdtl llne.derrmod3/lmordoodouric.Ne POB _ l muC mOo-m.ce MmdanoMzngenl curve mnave to Ne NOM tN d p1tl MnNCII Mem NO M90.1143"Eest Ne loponlnO tlerMMtic.mse bgng dung ej •�+• TM• 589°S IJg �° -1 eSoNhO ly l'ne otadtl Peme11044 antl Me Easterly edendOn Meoeoi thence 50NM1easledy elOn9ndcurve M1avingaredus ofi3B518festa 1 PARCEL 46 4- 9••E�Rrv0"ao 5891008' S1929�.+. "" m �,f° wa reon r,."O9°1`21"(ol enacdalenea of 39595/ed'!hence 3o0N 20•d9W'Eo+i alonganon lengenll'neadManmN4T 99feel MencO 6 � � ! �ZS 1 � " / ""poll (OTPL) a.: rr I I ,.,. � I MH -I agame IEGENO k48BREV1ADIX1$ / R g'o� \ ne A eP• PLAO 22`Rroaft.L.B.Ni ncrod"6a, 0taapainlof[arvn.,Iolecurya ronc4Ve to the N.MNesk glen[. SoIMMSI ard.mgsdtlt. a �" III/ V NS d° N00°q9' 2"E havingaradm M100000(e,(amn4W angle of 26'161`Nr an arc dsfanre ofd5B5Ofee[Neria NOM 05'3T41'West elonganoMangent l"ria Ly - fEIICELINE fAS NOTEp) I II /.+ I arra-mol -''\ 20.0" f1°(Work-/ w\I .norm Imf° a distance M35351ed thence North 39°590SWeat a deans If EyST rAls, a pig Nrva(',I ofamne 364.N[.Me 3olMm+t Menge \ „y sl �I m NmurroMeM long cone Inman anus of 10000 Net meal GAN020°1651"IMan (',I alone. M..-aelloe palma/lengenry OVERHEAD ViILIIY I_ a Mance Nom 0CTSME'WoAadurnme.193TT feel[.. print of LvrvaNreola[urve rono..Tobe Smith, Nenre WesleM along cad curve M1anng r` W R $,E FIRE HVORANt nv _ y W TMyrz _ a •w" �' 'TM w m amdo..1ThRon feet .caned.,Me of 24.1029'Mran me arrinue.f42.19 feet Mon..No. 423943' West gong A noMangenll'na,a dogume y� v n e ayhmmr�- Jaffa rt- 7 p-"Ia m["'' •- 0133.31 (ee[IONe POINT OF BEGINNING. (y •p 9 �" ® GAS MkI£R tS" ¢mrvrt ¢ awoa ../�mm b I OF ■ CATCH BASIN [l� q �\ isa=Mks . nvwarrnna _- TM ��' W TM P au h[p� SWtl form shoot lying and Earn in be City .1 do m, Prome Canary,Florida, arderrasThing arms(3d8,41A adorn. ACT.....Or less, �N po ® STDRM MANHOLE (, �. \ .[°colt i a .Lew \amvm�-a wLtwMr TM - rel V ° 9 Z SIGfI I .,-.• ° -} arm I -m a l ��`1'yM •X• t R g ® WELL f \°a, TM Cn. Iv DESCRIPTION: PARCEL SC2(COMMERCIAL) t•Y O�./lay' 3 Negp am g- ANYONE I1r \ _\ S T.•.. pompon ofthe SouNvrest l/4 of SeNon 5, Tmmean 0 SmM, Boom. y Far.,an,. County Flodtla Togage, 14M MM... 0 Me MINE.vrsy far ,x�l tlTz a 6' m EtFRPIC50% �II - _ \ -- W w 'TM m I N.M Layeamad Avenue gad Cl ... aria -Ocoee Read MIN In be 3aulhnIN 1. of add SeNon 5, snag more parNuhM derated aa!glom'. vgo GF WOOD POWER/VIIL1fy POLE comN L L _L O LIGHT POLE -rl. i-,.G� a~ "" r -xg __ COMMENCE at MO SONhsvasl c.merollM1a SoNhvresl l/4 ofzdd 5edon5Nence NOM e9'44W'Eaaf along Ne 50uN line of 9gld SauNnesH/4a : a OO VAULT mthe so. v \\ \�" `.1ar4( dstance.11319B2fast to Ne S..Mo..I.,,ofMeSONhsmat IM of Me 3oNhweal114Of and Sedan 5' France North 00'1743' East along Me \ (\\\ -- -- Eastl'ne of Ne SMIT vel 1/4 of be 5ocommat l/4 of satl Sedan 5, a defence of 1.104hM feet to Be POINT OF BEGINNING; thenas depecong from W ® TRAFFIC SIGNAL BOX r'r rymmrszi- TM\ \ \\ z\ and Eastllne For North 09'1322 VAN, .&tense of HICIA feet. a cord OtarvaMe If. IBN...... to Me No., Nenre Wood, WMM aid O W WATER VALVE\� dv >, o" .�nl �" I tune haVing aladusof 1,605g11eeLerensal an[je .11 P'l S my far an 0mds.nce o(565.52feat Mence month 1Sol 3tl5'N'.si Wong an°m.ngenf p- I'me adalydeddL11REOP Nenre NOM42.322TEast adshnre ol2g]B Leel loepalnl on Ne eroaa.oMangent cone connive to Me epSVAtYE h \ / �I ,i NOoM k Man 2Yre M rnert Merriman, lot rink No. 6255 West N.eade lY Mon. ..itcarve having A mdm ot1012W feet a rentrd m10nm ry, 2 WTM 11 h ms fol angle 0105°0935(ar an e ds0f 9113 fed to spa M of longenMence Nunn -2T3P re East adAanat LT351ed Mon. NOM 8 DAN 5/0"IRONRODW/CAP was 7'....h 65°30]t'Eest eddenca INgT.JBlaetloe ran Neercden°RlengerRmrye conaeve to Me NoRS the rectus pgnlolldileM1 been NaRM1 W IIH OISCSTAMPED LBNfi]l3 jIYPIfAL) II'� `"� r ^ OC 33 J I 18'91" TOM thence Eaeld, Wang radurre Lucas marl ao11,30i10 fact a rental..Us If 14.32 d 16' far arae darlee M SOAR fast to O F011fIpIRON ROD 0,IRON PIPE ASSHOWN pdnlan Me Scott righida2y line If Garmnatlmea R.adtheme South B%1D00 PAT Wong sad Boom NINE way line IQ M.M. C r32W led Q Mm .pri.,Me Eastern WhOn Nhvrast 1/4 rite SouMvmd 1/4 WE Wd S,CmFBMence augh M'iT43' Wood Wong amid Bonfire ge a dotaof 2D LB LICENSED BUSINESS I\ \ I rem or ALES feet. Ne POINT OF BEGINNING F of PSM PRDFESGIDNA-STRVEYANa MPP AER (M) MEASURED I 1 tlI .TM -:�n Ia�e1 SWtllantls aRualelyhng and behng in Ne CM o(Occee.Oange C.unM Florida[Onlaiing d.TOA acngf2M,924 cquan feel), mofeor lesW. � O IS VCENSED MEMETOR I f'ur has W'p11 I •\.. NY RCP REINFORCED CONCRETE PIPE JJ 1 '•" I f ) / W N H PENTRALANG{ DESCRIPTION: PARFELERI)TOWNHOUSES) B- J A [ENtgA CMP CORRUGATED METAL PIPE ) TM °°tel LE i� F-� L Apallon of SeNons5antl 0, TOomNPZ25oufh,Range2B Eaz(Ooange Counry Flodtla-ogeNervARapo2onallssR0Mn4way /Or NOM 120 pd^ aw Lakewootl Avenue ryingln Na 3oNhvrest l/A of asltl Sedon S, bring more paNmlaM tlesnibetl ea ldl0ns: J (pU R gAOgus i .,�,, r-,\,.� J z W L LENGTH IT CON.M1IENCE a1Ne5oMhnesl[orner at Ne SOWfnecl V4 ofMdSecMr S; Nenre NOM B9'49'W"Earl along Na S.ulh f.a olsdtl SouNWec(1/4.e \ \ 3(D a , TM.� d+tanroM30.00 feed[o Ne POINT OF BEGINNING;thence mndnue NSM INCH 0T EaSP Mang antl BOW- line a Instance of 9O.Mfeet to a print /� / Oz 1p) PEAOES[RIPTION '[ PARCEI Q1 „ Iying On Ne East brom., of Parrel62-161 REM-LEVA, To , Command I. Stirylgletl OftlerIXTeWng recorded In Drtlal Remme Boak5461, Page � W � CB CHORD BEARING ICpd 1 w �/ 'l 2341. o11he PUMit Reroftls of O.nge CountyHonda ;Name, N.M00'SSAN West Wong a old E0d W.ndary, a dzlanae of 3R5p(eet Monte CH CHORD LENGTH V3 %~1 �n V9CAIR .d/ " w i ro r r mprng HANdId East brourgorm...Wh8IT. O' West a distance of REO feet thence NOM OTES W' West, adsrnredmichO1eet.a Q W �O S .dr �- tVDODEO-AND �' form If coldrandfB I,.[0n[ave to Me S.iMeas[Nen[O NorNWAR1, along card dons Hilloaall" ,I of, mort-DAnomes, commumns a radusof T2D.00NICA malande OF Q O �.F OCR. ORANGECOVNIY RECORDS l]r9[,Ji 4745 ACRS, (2.06 B4OI35,F,f± a'Iro° dB'Glodt'1PEast NMce NOMwesteRTOlMgedtl[uryfinal, a la saYingaradufIN190.00/etareIBM en9Ie.(Otn194a5 (elan o(c dslante.lmums �41hiq MIeel.am oeM1 '0 ORB. OFFICIAL RECORDS B00% QY I \ I/ Y? U h(1 Q S -Y� 'eumm i\ _ polMMfangenty;Menre NSM 3A590S West adslanre IN25fifilee[ISe palMon Neeec ala nSRhngPi cune<onaaYeMNe BwNead No D {V 6 S,uo, OR �Is5.s0 SPOT ELEVATION Llgl I ' I 'f--^- --F-- reaua print MniJ[M1 beef.S.uN d3'433P Eas[Nence NSMeaafedy Mong add Chrvellavingamdua M]SO.OD 1eeLarenpal angle MC6°0659-Ne O I/ - A -155 CAWDURELEVATON ) / ,+ .n ate dat0nce dBRM Bushhban- South RCVIBBS East a gang a noMamichtlnn, addance A28.61 feet.. pa lm arcane.). Ma comm driave 0 z N ^•p m i•y' I [a the NOMeask be,. SONheas SI,ton. antl cone saving 0 nidus of 1 ROD feet a central saute of 21.12 CA for an are Artane, of 46.70 feet to m ON � � I"•• �" �- "• C � iF mxnlR�a .print of longenry;them-5oNh 61°l1'12 Eget a Puente of V53ES feel W a plot OI MNa fe of a.rye connote M Ne North therm Factory F C 4 „0 m In11al Io ul W°ng coot cone having amoas of l5Aofast amMa Ago Of 90.00'00')°, an am E,Unre 0f 21..56 may. a Pont of longenry; Nenre No. UW coir ipv l 2B'40'4B'EestedalMnceol219.94 feelloapgnt of mnaNm olemrvemnmve to MO Weak Mence NomeMalongsdd mrv,havingaredus o/ NZ s I� semm.�i. aro It i 50.ODfeetarensal angle M92'1235 Mr an are dstance SI B0.4]/ee[Nen[e NohM 16`3223'EaslelSn.anohlengenllina,edshnce of4R5R lee[ Q l I TM oy Merica4-31SV0130'East aas[aneMemo N cona.artm,onNears 1,71141 task A Bent concave to Me NOM, an mcommonl of TBISt. NI NOM 14'3T51'E0,[Men[e EOdetly Wong ear mrv,Fennge m3ua of l,]35.4iFee4arenlnl angleofl3°d513'foo an andgrnce o1016.501ee1 IL--L__L__ (ospdnt Mleng0nry; 0enm South e9°132`EeaL adnanc0 of 158.58 Mdlo apoiM on Me E0s111nO of Me 3°uNwed tl4dMe 3ouNned 114. Farm_ I ant .�°a add5ecpon5;NenreSauN OO'1T93'Wesf MngsaN Eadine a"clerics M1054.B51eeltoge3SUlheaatmrnerMNa 3.ulhnesl l/9 MIhe V SOWhoesl t/d Ol ear9eNon 5, WSO h'rig Oe Noteas[mmer@Me ths NaMmsd Vd M[he NOmvresltld of said SeNon O; Ihence5outh $ I (•--r--=ziR-- OEVEI ' East Wong the Beat The of NoMwesl 1/4 fine NoMsmal 1/4 of do Sudan R. odetanm IN231.T0 fed to a llotoI Me..mhline d Ne no no ryNoM 231 feel MMe NMhnasd l/4 of the Toothrout 114 of satl SeNSn 8: thence Boom 89°9q 04- West along sold BONN gra, a ddand of 1268,39 _ ^` h.I ^• I ,�. m`••" v .uu _ -••+ �• "'•^ feel to a Pont On by Part lBhtmf-way Or. of NOM tar-Are-dAvenue ; thence NoM Oo°11'Es' Met Wormand Error dghlulAr,bar, a Balance of 3 a ¢ scmms uE/m'y I TM 231Pfe0t 1.N0 POINT OF BEGINNING. Rwz Press, / Zr ° / % • y{ ,. m Said tenth WNW.Bing and Mmamin.Fly Lt.mee, Orange Funny. Honda, corm 33,915 sense 8,477,33 square fact). more or lss,. m a _ / l t 1 rid d Lo o N I ho a {I --� ar.m.'a'I „ m AS la's '.'Na "`- I .. - .r/n.. ..°< .,. "-m ria I cot u I m N _ n o m" q'9.I xam I fro . '4/ .a {au , N 3 vow'[ Ng9°49'04"Ic 6 ,,,L •( g p I' p Y N6�D 1_ PRIDE. _ %'ya �TM i g` -'Lm _____ fY UII�III FULLERS �"" I _ ./RI m _�_ _'mf ORDS ROAD ee \ \''�_ .a,m aa�.�- / ihf{ 1 NO 1N T ACPES CF IN NORIHNFSi POB -PAROLE THiFj{ N..',EST 1 4 OF SEC➢04 00-422-28 / ....... RNIN11V xp. nalim 3 a /� 3 I • °a 0.[} a Wl L. (PFA DEED OR. . 5285. PG 9 5. OC.P.) �- I °III ase yq hMm $ sna o-z:ess^ o;• d :M ,VVY / I M M om mans"m z r`' ;. H an ' -- ;. J " Lotow 1pi tel- _ '71 7-589""0" .T1Te "5899404W '„� �. - _- -.:_128639 rhw,n leo... _ I S • _ __ a Ocoee Village Residential, LLC Ocoee, FL \VIKCII\\TIITY MAP 'a South Apopka \- C a 4td d29 Pa dise Hel hts Hlawass d38 Ocoee Winter Garden 59 mnaas Yum��� PROJECT LOCATION LANDSCAPE ARCHITECTURAL DRAWINGS 100% Construction Document Set 0 Issued for Permit January 30, 2020 CONANT & ASSOCIATES U\\TDIEX OF DRAV I] NGS SIN. No.SUE M1 REV. N0. M. DALE SHE£1 IHl£ L -on - - - OVEItN1 KEY RAN L-002 - - - RASH 5CHEW U! k CONSIFUMN NOTES L -IN HVWUSCME PUN L-101 MOSPME PUN L-102 HARDSGAPE PW L-103 MOSCME PIAN L-101 HV105CAPE PIAN L-105 POOL VANOY HSRDSWE PW! L-106 POOL WEN" MING PIAN L-200 1NRDSGWE OETA L-101 HARDSCME oui L-202 MRDSGME WEfA L-203 11M14DSGPE SPEVFIR ros L-204 WDSWE 5PEGRCAMI4S L-205 WDSWE SPEOHCANONS L -J00 WIDSGAPE PW1 L - - - 301 DSGAPE PLAN L-302 _ - - WIDWE P L-303 WIDSCAPE FUN L-304 WIDSCPPE PLAN L-305 PLVIr USI k Non L-306 PUNNNG DUMLS L-307 UNDSWE SPCORMONS L-306 WDSWE SPEORCAMINS L-400 IRRIGAMIN PWI L -WI IRRIGAMN PIAN L-402 IRRIGOMIN RAY L-403 IRRIGAMN PW! L-404 IRNQMN PW! L-405 IMIPRON I£GENW k IIOIES L-406 IMQMN OENLS L-40] IMIfAMN SRMHUMNS L-500 POOL AMEN" UGHMG PIAN L-500 POOL AVEIRIY FnRNWURE PL Mag Landscape Afrchited ume & Site Plaiml dng • 120 West RoMnson SiTeet • Orlando, lr�l orka, 32801-1617 • Phonec 407/ 5 • www.foaterconant.com nt.com +ur ai CC 1 IS.Enr �Pla EL 6161 JOITE0 ACE55 PIGHI—OF` -.IRICYIT-0%1VgY C. no 01 aI e aro vAacE me uoaTra E TT 10 cpm Ee of THe "c n i <s 2 _ iA 1.� �i - �� ----------CONANT &ASSOCIATES 3u -PTI OrLodo.F]mid�Y�01.1611 www.fwlvmmnLmm f. IGO— �a r� T17 _ F y t 3OrzO PLPo T SET J rt M ill i I 6. �Alir1 s T,' Oji OCOEE VILLAGE BESIDEMIAL, LLC F. OCO ji o EF, \ \`��j. \\\ �I !, T A / LL-r<' oveaui KU PLAN fes- �� Av , irz3amsm ' i I f r�o 00-064 1_ l L�II�I-�\���� ��\ \\_��\✓��..��'�°'�� 'L �j l T.l _. �(�I� HIM ��__�% I �..°,,. �\�`F�. \ \ fes\ \�\ ����i I �/ r%��\ ���i(�.1�C f'a I (i l"Il� •1`� _. �u r�L-�; .��. I s«i 6� _ L-001 E COF61PlICTpN L[OEFD At'D FN9H SCHEDULE GENERAL CONSRtt1CT1oN NOTE L ALL ONFTB1 NO ARE. FROM W WI EIRE 10BRB M.D CdlEXWES 6@r AOS AT 0 B... NGLES. WLE65 ONERME .1 OH p,WL HE OMETROM ARE SHOWN FOR APPROXIYAIE LME ALNMHAVE IO ALL RADII AVD R5 ARE TO OHMWT15 ANO 6`boN FA461TIQJ5 WN L, ABRIPF CHMERM OR Bd6A }. ALL IDERM ANP ALKMEMr OT PAMYi. PILASTERS AHD HILLS SHALL BE BEETLYNTO AVO AFFROVRO BY THE OWaER'5 REPRESdIATIVE PRIOR TO POJROb(GIVE A MEITWI 646.0 NOIIEEl.. Y FOR SITE TWO. AVO DRAPVLE. SEE CIVIL EK... 1.. 4. tRAE.. SHALL VER F11(%ATICN OF ALL W SAGE AVP WB-WR'ACE VTIL IB. ITMOR TO CCN61FTIC1ICN AVO SHALL BE HELP LIABLE TOM ALL OMMRR TOADMD. 6. CONTRACTOR SHALL NOTE MH NOTA -1- SLEEVES *NOWT CN IRADATICT E`- y C TINETM MATI A1.0 ORADMG ELM'B 6 HESE NOTES STALL BE USED N CaE.WCTIW ATH THE Fld„ AND MY DJMFDEPAVCIES SHALL BE 5R'.W1rt i0 THE ATMEI OF THE OWIERA REPRE,EMAlIVE. T .1MBE' M.1IMMEDIATELYMOK ALL DM6 ANT DHIM. IER PYSIBLEOEFICI 6. TIM 111.BEFORE STARTHED uKF OWER. REPRMINTATNE EHLALLDO NOT WLLAILLYINET oL OR OA TRICT ITEMS AS EHON ON THE DRAUN35 WIEM IT 15 DEI W THE FIELD THAT uN' bJN 6 IX I.R'GTOM,,FW GDE 6FERFN E.DEIN EERETI NE AREA B MWAWENS EXIST. MGM HOT VE BEd COMBEM.A. N KNEE MEEWME WCH PIS ODADA OR OIREREMCE6 611OILB BE BR. : HT TO THE ARENNW OT THE OL@RS MPERMBTl VE. N EYCNr ND, NOTrR.ATIoH IS ITL PERFORIED, THE CGHTMANEAE SHALL AEOWID F 1- FWF D1BIUTT WR MY MYREM 5 MEBR$ARY. D CONBIIICN5 NOT SPECIFICALLY d SHALL BE E NSTRGIEO SIMILAR TO THE PETAIL6 FOR THE RESPECTIVE MATERIALS M. THE ITHA GS AVO 6PEORICATIM6 EFF`M EM THE FMATED 6TpKN IE. 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NOTE; SEE ST:RICORAL DRAWIN55 FOR DETAILING CONCRETE FOOTING DETAIL INSTALLATION CCI WEGRADE POOL SHOWER I' -m• SCALE= I' = P -a• OCOEE VILLAGE RESIDENTIAL, LLC CONANT &ASSOCIATES lID Wal FablomSlTnF Ud+odo•111aNB°-}r304161f Pbrc pB/3619-Ytl5 Tvww.falamnnemm ]/3mrz0 PERMIT SET BUhDNG VALL q2 L0.VN E%PA\5!LN bM, ITP. �CCtIPALTED 9IB-RADE �- EUILoox cd.IrN N aarrvwu+D � Ci.AFb RAh, FREE P.A4, MAIL NA osrAlL ll 2TILE (5EEPTIW- FEME) ADNEWO t0 <LA4 SLAB PER HAVFALN,EE.Y6'.f£CFlA J ALL EED,Bl'LWm>GMJYAIi T i0 CRCPctBWID54AOR TO IWTGI IHIERKR IRE GFPI! a• M!IXCPY.ff1E xAa w GRADE I o A: •CMCAIi GCnYliul i`I IIc11ry ICG onor'II fll C CLUBHOUSE PORCH TILE SECTION OCOFf= rl HARDSCAPE DI AS SHOIN "'iAAGL20I AAL -200 P.1"L FEW.E IYJiER L 4741,, HLE SWU,LCMIl M WIR ME QA ax43v3 MROGu 4xaxnLi M tlE nawoa W:LDwG ccvE 2 4L TTEl TNtEPo W.i UELDED iCGEMER A`T BE NWLPR4MD0 LLELpS FOR p(Xf5 t0 BE R'KED Qi IWFfSIDE CF WAViEL TO MOO, 3 FC TO2R REC E' Y PXII..E `RTM Ni. 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TYEE IO M A5 6V OWER AD Po0O,Ti0 / YEN! as ��TAGGL201DLLG PWT CCThECTM 10 TILED 644ALF/LgYR£IE WIN E -E ELME 1 FL.E FR M ACIIAHR SCALE: i2' = V -0 - L-201 l 5: W6TRKTION6 • M6LALL PER ALL ASSEMBLED • PAMEL6 HJ6i BE PMEL5LED BT CCWT ACTOI4AREP • SEMBLED PANELS MAY BE FROM t ALL FENCE MATERIAL TO BE WELDED TOGETHER AMD BE MdN NPULAR ALUM WM LLELPS MR PICKETS TO BE PLACED ln3n02O OR LLMDERSIDE CF CHdWEL RAIL6 `'` pEOUCi ALTEPLITE: 2 'CONTRACTOR To 60SPIT SHOP PPAMNG5 FOR APPROVAL 5'%5'PoSi OM B_AIX VMII CNAM BY MER PRIOR TO FA5RIOAION MID INSTALLATION. n iAAG1-202DWG . L. FENCE AMD GATE 3. DW PAKGATES: 35' WIDE X' 5' W. GATES TO MATCH POST • F9KE LITH PUPPY PIGWETP GATES TO WYE SELF CLOSING 1'%B' iw RAXS CONANT TIMES AND LATCH HARDWARE i0 MESt ALL ADA MOIJI EMFNT6 d. GATE LANDING AREAS FMALL HAYS 2% MA SLOPE AND t. yy TUBULAR ALWWWMI WYE t5' MIR PULL SIDE CLEARANCE PER POPE /—Pc T UNH MOST CAP 4 Y 50. NBULAR ALIAIP9M RAPS �NCALLY CNANEL ;Oy RAILSMECTo MPMW a FAsrENEp To coLLsxS 2-S NWLAR ALU`1PL1 d MIDDLE CWA LRAIL MECHANICALLY FA&PNED TO ams t • "�. f �UNERIDE OF RAILS CCTC. cTE kVmG u III: FHEATED GRADE A'PAQED R WRME G E: M MAX1SLOPE CLEARANCERECIEP ON FW.LPRH 51DE OF GATE DOG PARK PENCE AND GATE n PRIVATE YARD PENCE AND GATE SCALE: In. = F -m' I EEE EIFciRLLLFCR 4¢ll IYJAO LGMPIGFlAIU,'f5 A•9 ftEGtldC4MM1EM - IXIEIM+R OJiIEt fFR Y3P P.M5.91n. `li ttA LCGIHM B rvem: cwnEmcs Ette GRILL COUNTER DETAIL 4 SCALE: IR' = I' -m' bye. A W6TRKTION6 • M6LALL PER ALL ASSEMBLED • PAMEL6 HJ6i BE PMEL5LED BT CCWT ACTOI4AREP • SEMBLED PANELS MAY BE FROM 1 , MdN MR CI FE]lGIN6 GOMPAf11E5 IF TREY MEET EQUAL LYJALItY FMAI- GAL ln3n02O B-0' SLIDE G:dE I,P iOKE OE mRIO `'` �5D SCALE: I/2' = I' -m' .1 R'GM TO LEFT 5'%5'PoSi OM ♦ n iAAG1-202DWG / POST • 1'%B' iw RAXS CONANT &ASSOCIATES ww-PaobTAF®swx Oh dog Pbdda 9]IDI-1519 R?1IEO RAILS I IS www.Fwlvmmlt�L F.I. GFME _ y fFfSrt 8141A Q04® IfiR coNTEmoPMAvrxr3�zs NEiaur%n wiwcixrs ASD R=ta1'PDAtIPS �L�c®tO R4i <i dfgfb%Elfflal MM.E ev IN✓� STAILIZED R DGRAGE Cp:CREZE GRAAR MIE. FPDXY RAKS MO RALS (vaAVEL ELDVATIM 6EFtI j AOUE VINYL PENCE o �d Alternate Pool Equip./Irrig. Well Screening) I/E.. EnWITEST OCOEE VILLAGE RESIDENTIAL, LLC -PCR TOO, Pxwwme URPAcisO v�sAOE ueEtiE nwu-w •AAe Paz DETAILS ers Ore rneRrnw B_SE4D0LAIS$LL 4AS LiE.SEE Y£P ORdNYb �\ GRILL COUNTER 5ECTION5 ln3n02O `'` �5D SCALE: I/2' = I' -m' A$ SHOWN RC n iAAG1-202DWG ML -202 PART I. GENERAL 1.01 SECTION INCLUDES A. borrowers lar raWin Il am mncrele, AM sll N. Marc, are ro anGwrage. B. O"mangslarerwolk. C. Formamaswdos. D. FmmsNppbg. IAN RELATED SECTIONS 0 SUNono320o0-Concrale RelnbrmmenL B, C.T.Io33000-CogrospPlace Conneb. C. se[tlan 03390D-Canuak Ludy. Lo3REFERENCES A AC13o1-SP flrz 'Sfm Swd MlCannata Nr Bulldlrgs;ACllnlem lonaVPmetlwn ConcreW Immune; MM. B. ACI 318- Building Code Roqulmmenls for NINmwd Sonata: and l SamagonagAmedmn Canuela inzlXUW: 1932. C. ACI N]R- Guide to Farmvrark for Concrete; ACI InWmagonaVAmedwn Concrete NBMAm 1994. 1,04 DESIGN REQUIREMENTS A Ralph ' engineer and mWfmmar nsst rvo, shoring and beadco ed to nlonn to aesyn and We requ4emenls: msullanlwnuelelo wnbrtn to requlretl shalre,INe ane tlimeNlon. L9ssuBMITTALs A ProductDaU: Provlaeaalaan loam maledak and [octagonal 11.11.manls, 1.OB GUALRY ASSURANCE A Pedormnadrof Nlasectlohlnacmraanmwllh ACl3A]R,AC1301,aI ACI3I8. S. Design lonnrvorh untlerdlreclwpervl5lan oft PmlesslonaI SWduml SoMmor expodenwd In deep. of mncreta brm'A'.,a and Icensetl N FIBON PARr 2-PRGODCTS 2.01 WOOD FORM nwTERIPLS A PNANNI: Douglasn.... ded WIII ON WI. red.; sound undamaged No.. vach darn We W9oa. B, Lumhec SouNem pro. spaces Na2 N INTINgmtla; with grade Nam, dead, INITO. 2.02PREFABRICATEDFORMS A Prelomrea Sle.1 Forms: MIN -re l6 gage m FNw1b J9M pro ....... d to suppoawet real wnael. volume deft aaa duratal N Wlamnms aaa.,,.,.am el finished wdaws. A SECTION 032000- CONCRETE REINFORCEMENT FAST I - GENERAL 1.0ISECTION INCLUDES A Ra masse, Goal Or l.'I.-all. D. Supports and au.1predes br deal mMeare... nl. L02REIATEO SECTIONS A Sadlon 03in. - Conuele Farms antl Too ... it s. B. Sa n0330[0-Sualmalace Cone. LITUREFERENCES A ACI301-Sped cebrok,toruM21C..... far Bup"igs: Tal lnbmatI NVAmelkan Conneb Involoom 1959. S. ANI 315- SuiMNg Code FeWeramenls For Refrimpal Concrete; ACT ligm- -MOTedwn Ca name. lnsAesd: IMS. C. AN SP99-ACT Mason, Manual; ACI lnlemabnaVAmedmn Carafe aggras MON. O. ASTMA185-Sbnama SpecXlwOonlor 5lval Wekvtl Wim Fabrlq Platy,for Conamee Relnlan'emenl: lest. E ASTMA5 Ing.5M11-slantlara Speclflmtlon for OeNmRtl antl Plain BlllaeSleel Rar9 brtonuele R GRSIemenl: I996a. F. CRSI (DM)-M1anaalol Slantlare PmcAm: Sinuate Relnlortln851aal1nstlWle; lose . LOT RU104ITTAIS A ShopOrzvangs; ComplynM requLemenls otACI It Indutle Bar sMedules. sM1apos of bear be. TOWNS, I base and lawgon W milays. B. M ... fadumACedMmle: CeNly ehaemNfordng steel antl eunssodes supPtlN krlhls pmfN meal or exr<M T'...Rqulre-I.. 1.05 pDALRY ASSURANCE A Pabrm n'oM oleM1ls sadlDn In eewedanm niN CR511OM), PART 2 -PRODUCTS 2,01 REINFORCEMENT A ReNlmdng bN,: ASTM A BIWA FT T. Grad. BO tuba). 1.Oebnnea F01.1.bel bars. 2UaANahaa. R, WeIdMSIaaIWlre Fabdc ASTMARSTAbolka. 1.MpIb$bNpmI WNa Gaga: ASINTOWNdontlrssings. C. R. ho-INTIAumoverbe LTIe%m, Pnnealeg commove to gaga. 2.CMIrs, Fares. Be, Suppoas Spacers: SRetl and shaped fu ad,.. suggest of pNmm dwFd during -m. plammeni. 3pumps, Sent .."a.. Or plawmanl MITIM 1-11T, of'poth me surlamc. ME FABRICATION Standard Fra ncrole ralntordng In acwrdanw wAh LR51 (OAu)-M1lanual of SMndard Pradke. 0. Weltlingal relnbrremenlls mol permN e. C. Locale reln(DMng splines nae lndkaled ondmnings al poNlolmNlmum FDrtn Tns: Snapafltypa, galVanlied metal, Ned kngw was type. wXM1 waeerpmaAy waswa.t C ARr3-FXECImON an IAMB.again dlmensbn, he. of data. at ONleave nolm Ing., Mae IInch In wnuete arefam, pg RT 3 -EXECUTION Fm aRelease Fgonl: CNodewminaral all Nalwlll notstaln mncrele. Cooper OLIN, right Anse, type; LA x has 10E slam: maximum powele lengers. 301 PIAOEMICH Naga Schad, fag BdIn, Tho -Or BNL, AncMmges: SRO asre Tom of suflkAanl Saudi aM dlamder to ..[Herb formwork b plat. while Flatly --to. APIs, Suppod and sewre mIbfN-mentWNg( dlsplawmenL dovlas from segmmtl probe. B. Co Nor r damage eap,thers. C. AccommMete prawmenaMometl."I'a. .IN UR N U. Maintalo wnuete wvor armntl relntarcngas lcbws: 1. Weds (evWood to washer or backgl): 2Iran, Verity Anac.bwls arNwnlen helasa pmmedNgwMformwork Gsure Oat dimensions agm-Ith 2 Foreign and ConcreW Favored AmInsl South 31nU. dmwNgs, 3. Slaps m For 2 lade. aa2 EARTH FORMS A EaMfecom are nNpeminetl 3.03ERECTION-FONMWORN A Fredtortnwmk sharing and beady b achieve design requirements, In marembnm out mqu4em.nos *f 3b. D. Provlae braGng loensum drdgyolformo'ork Sbmemsheng... formwork subject Far us...., by mnsph:X learn . G. Manna arm assemble Wrmnuk W Whorl olsmanging and sWpping, Oo art damage mnuele during slapping. Perms removal Nmrmush, pdndpal s'ores. D. Fllgnfolnlsantlmakewaledlght. Keepfo"Wa sloa Mnlmum. E. ObWln approval bebrefamingapeNngs In slruduml members that are out NWkaletl 1, d.ldyp. F. Cmrmer..[a secgoonMarner swAons Of fork Met 1111. tlacbmeet.f components la brnavdlc G. If Iormwod N plana spur mbfortemenk request bswNons form E 9FBGr bebre preceeding. 3.OU APPLICATION- FORAM RELEASE AGENT END OF SECTION 0320 a0 Re net SECTION 033000 -CAST -IN -FLAN E CONCRETE PMT t-GEDENJO 1.O I SECTION INCLUC AS A Thin Septan lasomes carbeMaw wnuets, lndutling minlm -.,mnuele mateaals,mdtleslgn, plaremeulpradures, antl yWSM1es. 1025UBAIIITAIS A PrWutGore For each manuecWmd ma@rel am pmhook Indicated. S. Desyn Likes: I ... cb[maeto mix lnalsatud. C Swp.-Mme Indutle details of steal NNON NOPPlawmeni Including matelot grade, Far smeames thoon,spad,b Intel bar magrams. mockmenl and om pars. La30UAlITy ASSURANCE A Apply form release about m lomrvuff,. .a- web manenorrueh rewmmendagons. gFlanufadurer OualiAraAorLs:ggrm expetlencetl In manufaduang reaaymdea mnereW prMuda B. APPIy prior loplacemen101 reInNNysleel anMoang tleNms. antl emheaaetl Xams. wmplytng obASTM C 94 rryulmmenN for prMucksommlores and equipment C. Do act apply fare Meas. ag.of I...-of.anifeces cola r..No medal fielshes or acted B. CCreply nim AUUN, 'Spedflmbn for Swdurel Somata', onto ss matligea by True reulremenL of udawaamalearammplaceymenlof wnaelo.ria sada[es ofun0ealed tomswN deanwaler, Keep R."' 4ad Bowmenl5. C. P'.Im allabn C.Nywnm: ConduGwn.rencealPmleclslle, 3,051NSERTS, EMBEDDED PARTS, AND OPENINGS A Pmveefometl Nplaceinmorele be th emaeadea In passing bmugM1 wnuelewoM. B. Lamle and wtN platy 0amsbatrvInl be wsltllrec%bbwncreb. C. CooMnalowM Wdh NolarseNons In folMng aaa pladng opanings, slDls.legle6, rewssec. Taeves.boys, ancbors,obar lnseas.end mmponenlsolal'ervrork Th. Naar amassodes In aualeanw mN manulaMm(s mswcbons, Gainey am sNayhL brei, ane plumb. Fepropema are noir openieasuang wnaelaplammanl. Lo Pmvlsart,. atarypelkolormsA slnfonnwdh ware .MAN ladliae deankg and lnspectlon. LOUle opanlysetbonomNfarinsb ellCwflusNng rvalerlo tlraln. F.ease ler To a. menm.s Muad MWgpeon. bshn'binalaabae of mama,am Amur Sued a. pinbnlll mol be apparentln wpasea wnueb suaams, 3.06 FORM O ppeop NO A Clean forms as GaLMS proceaas, to remove foreign matt, rrNgn forms. 0 (lone fomes .,Mae .1 needs pear b pbe, macrer. C. FlusM1 wlN water oruse wmplessotl alai remove remalnNg breyn mages L EnsUla UlalsYaler antl aebdsaaln to exeesollbroughclearvauipuls. JOTFORMWORNTOLEPANCES A ConsWGWrmnuMWmaNlaln lolemnms requiretl by AC1301. 3.05 FIELD QUALITY CONTROL A InspederechN Wrmworh, sM1oring, aaa baring b ensure balw0rh Is In aswManm Mb brmrvorh dazyn, antl bvea(yl'alsuppdt;fas.nNgs. warder. nes. ens Items are sewre. NM FORMA REMOVAL A Do ON remove Terms at Nodng NUI concrete has galncf suMdenl strength b chary I. own weight antl imwsaa bads. B. Loosen(Qm WmUty. DonotwMgeplybar,hammers,or WJsagainst Mlshwnu Wsuaams scheduled yeaxposum b Nwr. END OF SECTION 03 10 00 1.04JOB MOC"P ar Prbrb lnsium han'paJng, prosed Oven plaample panelsat Jledlmcc palled antl maleaal raged br, minimum S'v5'Square, based an CvmerlLantlscapu MhlWclmrecgon. FAST 2 -PRODUCTS 201 FORMWORK A camplywM aegmremalaof sedan o31aa0. 2,02 REINFORCEMENT A Comply nib aegmaemenls of See1bn 032,0. 2.03 CONCREfEANTFANLS A CesenC ASTM C 150. Type l - Normal PONana type. N P-antl Coarsopednegates: Rapid C 33. C Fly Ash: ASTAIC618abial F. D. Water ClAnantlnolaeMmmalWwael.. 2.W ADMIXTURES A Nr Enwloned MmkMe: ASTM . SON 0(gmvWdAam4mpo ASTM. ug4, TW Wamr RAaucing. TAN C-Arcefeagng, and THS. G Water Reducing , High Range antl Ret,my. L Oo lgr u4erneMw. Na1wa aaaaX a wwMa Ubdda Ida In axmaa nr O.i percent Inywelghl almmanl. 205 CONCREIEACCESSORIES A Epoxy Sharing $ystem: ASThI C e01, type as requlrea by pealed mambas, ST. Vapor Retarder, 8 MM NIW Gear palyeNylemfilub ryas rmvmmemund for below grade appambn, C. NanShenk Grout ASTM1IC11a];premlxea mmmuntl mndJmg o(nommelalllcag0ragaW. Ment. water reaudy and Aa baking agents. cement. L M1llntnum CompreseN. Sbnnga 0148 Hours: 2.4. Mol. D. Curing Maleaals: Comply Mb ob.1mmenls of Sepia 03390, 206 CONCRIFEMO[DESIGN A. Pmp[dbNng Normal We'ghl Cancmle: ComgynlNACl2lit rewmmendalbns. B. Samurai Sbanythe E5lablish requbetl average sbenglh kreach type of wlwelnon Na basis Dl geld Last nads ^r BIG rabourss, as otmdled N AC13o1. L NGTIl porm, Too,ha,employlndependent lasing agency avepUble to EnA1^eer(or prepatlngantl regrtlng proposatl mkdeslAns. C. MmkNras: Atltl a[CeplAbly atlmlWros as mwmmentletlln ACI R11.f ane al mlesmwmmeMetl by ba"ofd WrightD. Normal eyConuele: I. Commo441ve SbengN, pu AST.0 3B a120 nays; 30W pst. 2. Fly Ash Content: MaxMum lS Farce nt^l cemenggou5 ma in I by weight. 3. Cement Content Minimum 43O In Par his yap. 4. Wabr-0ement vallo: Meakrum 42 pertenl Try weight. 5. Total Nr Content Sell 4.O Tommi, p FAAM C IN. A . M... Slmnp: Simples. T. MegamenPggregale Slee: 11ncM1. 2,0] MWNG A Transit hours: Comply wM ASTM C W. PARr3-FJ(ECUTION 3X1 EXAMINATION A. Verify lines,leve[s, antl dimensions before prowNlng MN nark of Noamorbn. 302 PREPARATION A .,TO NaI.,.a am dean bebre applyingmlAam PAN. D. Suppose. plawmanl oflob edevices warn uedNts I mnuele fo newpos end plammen .1 an mageradow. C, Ow ...... purely AW dmnuele by Gramme Tom rteel bm5h and applying heading agent in [wafers who -pressures Nawcgons. D. Inslsg vapor retatlorander Interior dabs on grade. LaplNrnared lmum6bchesana...I walaNO! by Npmg eases ad e,a.. polar TO Good baepN claw" an moves, 303 PIACINGCONCRETE A Plan. mnuee In.-.amwMAGI Moo. B. Plat. wnuale lar lieu" In a 'b". cel" And "S lN. G NOIgy glass, act TWO Man "''.'Is pdor to wmmoNa-N of placement operegons. t Minas, 0 Ensure minlormmenwaterlog , embedded pars, and formed mnswcgon )ant devices call had the disWNW during concrete placement. E. Rewlrvapm SON., damaged end, placement of wnuale minforWg. F. Repair MN vapor ralmaer residual: lap over damaged areas minimum 6lnsues and seal wataNgM G. Bonne alpha on load. Nom vaNcai cudri es with 1. Inch Ntck later find. Maintain ..We of wnuete piawment Record dale, ballon OTING, ab Wmperasur s and iaslaamplestahen. H. Plawwncrele wngnuaudy baln'een pretlelerminetl expansion, wnbd.andwremormnlorms. I. Da a.jdmptsuue4 ho malar plci 3116 6Inch tic W arm. J. Sary We.. IM1ln 24 hoursaflerplacly. Use 3I16NCM1 Nlch blade, but Into iM depth of slab Wd ass. K Saeea goner nivel, maInUNNg suaam gainers ^Imulmum 119 OIM In 1a IL 3.M CONCRETE FINISHING A aaw defeds,NJudtng ge holes,MmMlafelY ager removing fom.work 0 4. froopUmFtnsM1 ExmpandFesufFws':RaRbub tlorvn orcM1lp oXfins oralher rzisW auras ilA IncM1 ormora NM1elght aoanew: obantl smmNfins oroNmrvkaa areas 1II Inrl1 remain A. heights bmannlsM1 as fAMws: L,a.., ftubbetl FNlah:,... Or I. and orb vol mmard. back oroTher abasl.a. ^ol mom Than z4 poem soar memremoYal. D. Stuart Fln15M1 to requlramenis o(AC13021R. and as lolbwa: 1. Real suaaght On, Wal re. eweArtM1ilecNrzlflnlsM1. z. seal BohJsudams ThJMvin len exposed. E. In areas with bar drains, maintain borelevabn atwaas; pIICM1 suaamsunibrmly bdralns es Insurance an emwlya. 3.05 CURING ANOPROTECTION A Onard,nMregNmmeas of... 03390. 3,06 FIELDGUALRVCONTROL A Posts. 0.attars to wnnslaoN.Forany at proodap,aM-,a.. Mrh appainled Nm. C Submit proposed rel lgn oftaor pass of matte P coram ion and tort,, Onefor,.,FA pdor lowmmencemenl N wnuete o"famon. C. Taslso(wnueW anawnuele ma@dale may ba peaarmetl al anytlme loensure wnlormance rvM Bassiond regawmenis. D. Compreaslve Strength Tests; ASTM C 3g. Far tam test ..In and mm three m mers.leer g rpose. Obtain lest samples for every 100 Or yd or less mfeam class of concrete placed. E. Takomplortlas swourle R rgdtlu&g mltl rvealherwncmgng. mretl onlobrXa untlersams canmad asmr¢ra To ...Iia., f F. Perform one.iompresl NreacM1 eel olfestcyfinaers.ken. 3.OT DEFECTIVE CONCRETE A Test RNNls: Per twig agency shop up. test Namils In ndung W Englneer and Con9a[Wr aghIn 24 here o1 fast S. Gremlin Convete: Concrete not conforming ASeldom! news rle.gs, dimensions, mlerances ar WecMea requtremenis. C. Super ar mplawmart Ndrabbe was ervi be caWmdnod by Me Englneer. The neat of N NN...I pare ng mall be Mm. by Conlmdm when tlefeNva wnaem Is Nentlfiea. O, Oo nolpalc', NI, toudwp, repatr, orreplam exposes mndeW exmpl upon express dbmgon of EngNeer MreacM1 NdMdoalama. ENO OF SECTION 033000 "MTI -GENERAL LOU SECTION INCLUDES and WSWI wnuNe suaam.. 1.02 RELATED SECTIONS A Pa. MGM. - Cast-ImPlam Commie. A AC1301-Sus"cryansfar SwGual Canuela far Suppled T: ACT Inbted.,eVPmodwn Conuele B. All 502.1 R -..a for Cauele Floor ane Slab Sucanetroust ACI Inlemal NAVPmaawn ConcreW Tns11:u1416B9. CACI 305 - Sanams FOOD, Tor Curly Cannel.: ACI IelemeeaegAmdlmn Concrete Insg.Ie:1992 D. ASTM C 1]I. Moral ani B,Mngo, by shml Monspic for During Con Oct.: MR. E. ASTM 0309- Stannard Sp,iscon-for Urged Mare rase- Forming Compeundslo Saba Concrete: 1994. 1.04 SUBMITTALS A.Pratlud Dara: PmvMs data on wtlngwmpcords and molamoroalning sheet Including mmpa bli, of tltlferenl RNJNG on llmltabn, A Part. -wink In.-Manm.1. NO) 301 no ALIpay. II 1,06 DELIVERY, STORAGE, AND HANDLING A. Denver wtlng materials In manufacturers swlee Packaging, IncNmng oppnmgon ledusbas PART 2 -PRODUCTS 201 MATERIALS A Membmb Curing panel ASTM C Sag Topa 2 -Walla plgmenlea. ClassA B, M.1"N ReNtA inn She., ASTIM . Ol. PARTS -EXECUTION 3.01 EWJ.INAU.H A Veal, Vla1 sbdeb. nano.. a m away to be wren. 3=EXECUTION-HORIZONTAL SURFACES A bound edorflwrwdams N manna- omAM 308. N Membremporr ir wmpaund Apply wdng compared In. -,do,. w101 m erbarrelf lmwdlons In a. mal. 3.03 EXECUTION- VERTICAL SURFACES A Co. flwl sudaw c In aswpmen. wM ACI 300. B. MemMane way, compound Apply mmpountl IT, AcmNanm AM manufacturers Inswdlans in one W.I. 3,M PROTECTION OF FINISHED WORK A Do not pmmX balAa Dvmunpmtagea Inner sudaw. END OF SECTION 0339 a0 PART 1 -GENERAL 1.01 SUMMARY A Eilenlolllaik211; ragings, lends antl gales is Ndlmlea on tlrawlnys. Type-Immandurs. OWN systems N Wsmaon indene aluminum pipe hanaraas and rani,systems. Types of leas and sato system In Nlssed N lrMpay s aluminum pipe Normal all past and plckek. 1.02 PERFORMANCE REQUIREMENTS A General: In enghteeeng hource.b and raainge N VAOSNnd sw[lural loads INING.J. tl hoperne anNable des%g mry p dowses N hand rail and SRI malerals be sea on Ne folwIng: LSwcNal SlvAl: NSC Coulb-Swdfiwbn for$wG mi Sbvl Su died, Appeared, SUea 0-ign ane P'sgerobla e Commentary: 2Coid-Fdmetl Swdumi Steel: NSI SG$]S, Paa L'Sped fimlbn lorl'e Oeslgn o1COIbFormetl steelswcWal Members.' 3Numinum: PATO-'SpecMwgons far Aluminum SWCNres'. B. Smahmel PaMmanw: Prwtdehandmgsantlra0ingSWMOAngniM revuimmentso(MOMN1 abingent Of Me RUMNAN, L ASTM E9051or sbucNral mdorma nor,based on Ruling amprm und aavNing W ASTM EOSS and 2AACC 7wram laxwatling aAowaWe aesyn naM1Jng aUessv4almalvdNS lorhantlmasmAings. nm.rs. ani wnneagms. 3Applimda Bu W Ing CWe regWremenk, C. Thermal Movements: PmvWe hallemgs and ratings NJalkwlor Thermal movements resdl 9from the following m admu er change (rage) In amMenl and sudaw temcemNres by Preventing bucking, equarm, meads, oversbershe of wmpanmb. labor w of nnl asibe... be, Woo eHecls. Barre 9 y mlmlagonon sudaw temperatures or materials be. m bolt spar hear .In Ona night gine sky heat loo to 1.1rempemWm CM1aye (Randa): 120 deg E "In n% 180 red F, maledal suaawa. O. Coarou.Norroslon: PrevenlgalVankadbn antl olller(olms o(agToslon by lnsuletly metals antl other maleaals from &met contact wM Nwmpauble materials. 103 DEFINITIONS A Definpons In AST1AE905 for rallirgrelaletl lams appy to Nis seGlon. 1.04 sueMllTPLs A Pronud Oab: 1.ManuecN Nz Po[hnlwlaaU and protluGllues for p NJm s and movers used In happen, ri mui .,.aad am galea. z.G g rabell, aadpalpt planar., N shop paNngs: ST..desire of labrkwlkn and Internt- for tam type and rograal of Froarmn and mifmg sys.m Ailed NGumng pans, ¢levagons. Stafons, profiles Nrails. fiMys.-near .. .ad ammnrs. 1.PmvMe reemerges for anchor and burl lnslah&n by others. 2Jnduae swduml mmpu.bns MIdendngmmpganm of brought and inning syn. -with hard, badys Indicated. C. Samples: Prepare samples Of ani type of metal Mush requiretl on meal of same Thlcknea and ab, Ndl.. Or al work whereMr. met ad vino color antl@Wm Wrippo^;landed amp" sets as mposea of Me or mom uni. Newly, mule of such vahaM ns expedee In wherc ae war, 1.Induae s'long samples of each elagncgy great ailing in ember Including It andraas, lop mils. pose, balus.rs, Nfif antl these. Include samples of ging, Who hrechals 11 mquestae by M1MG. 2lnduee 5amplaof typical weltletl mnnecton. 0 Tasl Repels Submll"slrepoRshom lntlepenaenl lasing labraloryeJdendng wmplianm of haMaasandmomss (ems Mb ASTME90s. 1050UALIiYASSURAFT A Design Respon9Mlly, Engage a quaMd professional engineer to prepare or superv.e The pmpaaton of structural wmWtalmns for handalk, falling systems, firms arm gates W tlelerm.e wmpllan a who Hart gra fromanw requirements Irminger. 1. nglneer Oua6flmbns: Apmfems nalenglneerviholsl"ansed"pmc9mia Me S.teof Oodda ane cob Is axpetlensef In pmvlmng swcWmi engineeeyservkes alba YJntl regWref for wab0f Or, Se[bn. 1.06 PROJECT CONDITIONS A FIOM Merear mens: entry pan@all and ROOMS ground... by ford moa4aramenb ars. febd..Aane halon. measummanis on sap Ormvingz Occurred. leba .WINNI . TO mnswcgon Progress W avoid Mapping the Wok LEsablkhed Olmwoms Whole bee measolemeads Sent IN mane arbat delaying be Work, reelopmeres.s. Cmrm^ale construction to ensure bat actual dimensions mrmspme to esabllahed Namormns. 1.07 COORGINATION A Cm ina.mztaga9onofanmoragos Nrhandraflsadmibgs Femishselnagtl-dege,lempla"s, And dbecheirs for binding anchorages, pending sleeves, mncrele Insets, ammo alk, and Items wMmlegml anchom,Thal are N be embedded in wnaeb ormasamy. Deliver War Xem4 Is Prolan site In tae for Insallabn. �)��� 4�Ar- CONANT &ASSOCIATES 12DW-t]tpWmwBM1M OSYpdO, W oclde 32H01-]619 Pham (91>n U&2125 mm�vtael-wrmmmm Ate. Vj0/20 FEWIT SET eva OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, FL FIARDSCAPE SPECIFICATIONS der nmC,20 Are ma m a GLW:L205D11G L-203 PART2-PRODUCTS 2.01 MPNUFAC RERS: A herafacWmr: Suble[I to mmpllanm rolls requlremenls.pmvlde alumMum pfpe aantl2as. rzlfing slams lenaeeod aho.1 neo! Ngfolbwln: Y g 9 1.6 pan Jules Blum 6 OO -Ina 2Hraun: J.G. Braun Co. 3Poma Corp. K. SupeaorNuminum Presents, ore. 2.02 61ETAL6 A General: Proved meal tree from pXnng, team marks, ader haresstars; ars; classiestand comer Imporfectlons Where active. to utero an Mlsona urs, B. AWmNum: Nbyantl femperrewmmentled by aluminum pMuur antl Anlsher mrfypeoluse antl b"bard, Imbee m ands mesbengm antl tluabnily pmpeNesalalicy antl temper tleslgnaletl bepw for ¢tela afuminum farm raqulratl. 1 EHdudetl Bar antl Tube: ASTM S 221, alloy W68-T5i152, 2E%WtleIBWdo" Pipe suitTerse: AS TM D q29: she, 606}T6. 3Dmvn Seamless Tune: ASTM 0210, alloy 6063-7532. 4, Plate antl Sheet: ASTM 5209. a1Ioy6061-T8 4. DO and Hand FdeNgs: ASTIR B24T. disk 6W116. U(parago AUTO BUR alloy AwT-FL G. Fordedd MCMenlral type mnslstlne al Ngb!¢etas alummuMmagn¢alum albyaapanfikngs _,%rmNgnMFSOO WIF/ASTMB275or FSOOAEOIF/ASTMB26,aloy5352:secmetl wlN Nnutled wavelet Typo316 sbinlesasleel selscresrs mnlorminq vlN FS FFS2W, AN511 AShIE 0 I&A Typo C. D, Steel Plates, Shapes, and Ban': ASHI A 36. 2SO MIOCFILANEOVS kATFAIAtS A NOnshtlnk Hears l .-d: Pmm4eq nothe"aWged nonsfighlna. mnwrtml...nongasaeus gmul mmplylnq roomrp Ca. of Eng.CROC621, Provldomoulspedacah lrecommmandby ..maMsdd- for cotedor cardio ram of type specified N Nis sedbn. S. We1tlNg FJaoucrlesand Filerol l:PmNde was and alloy of filler molal and dera es as ma. -by pmd.... I.anal to be wed m ldemplylnq MN applldrbwatchtower, la AWA watchtowaM ..... Had lar war match. Hander and -.,profile In labdwted alms. C. Fasteners: Use(aslenersoleeme naslcmeNl as Nafasfened .alai. unless oNenrlse lntllcefotl. Do no! usamehlswNah am wrosNo orinwmpaihbvAN maleaalsjdnetl. 1. PrONda wnreeletl selene. for Ntermn nmgon al naMrall antl ralong wmponaes and for mala 2,W ALVAIINNMFINISHES A HI9h Perlmmanw Organlc Coating: A l2f 2Rlx(deanednMinNbltWchemimis,mnvemion b.ltoowe). Pore,.., ...at -MNeed maltlPapYM1wOsapgM1na9letoN eendd hand Gruce wlll1.o-.11, o.f0m My wwMa-.11,a d resin manuhdurels lnsWcllons. 1Audo.rbon but romebcNmire standl .Giant N erse-ved syskm,.mposed of nudely Financial gamer and ewmcerbon seals;.mplying\VM 1,40chA fi0n. 2Cdor and Sheen: Am seeded byAncient Wm amemmcNmm standard carie dna aloe... PPAT3-PaRCONON JD1 PREPARATION A CooNlnale selgn0 tlrarvinOs, NaOrama.lamplalas.InsWctlons, and tib..... far lmr.11 tion of anchorages. such as sleeves. samosa In.., which book, amiscellaneous Vems having Inbaral anchors.wM1kh are lO ba embMtled In ronuele es mesonrywnaWNen. Coordinate dodOry a w[b hems to p,elect sib. S. Field Abasaremenls: Take Feld measurements Xndidbg OmNng thous ads) prior as labaaagm, 3.02 INSTALIATION, GENEIUL 0. Fit O%posvtl -dmwM mammbly to,t er to form don. baltllna ldats. Perform pull dolling, eM filVng raquVed l0r Nslalla0on O16antlrzAs antl raging sydems, Selworkaavately In loraVon, levels.Gonot e16 cu, orabrade surfaces ofhandrdb and oohed components which I... been wabd or finlshea rviN fabdcavon dna are lnlenaea ter AeltlmnneNon by mechanl.l award yeNOul NMaf wring or tong. U. Flaltl Wfirms: Gomph won app bre AWSspdepends fro prowaums of manual shlalaod mekHre mike, Is, .,pSa.s. and only Ot wool ....... I If, mamotls he. In mre-dr, Zding mark. Wald connections which are not to be left as@Hanson blek, but cannot 6e shop webecaus. of Golan, she Whereas, wish arrived -idea fNmeamoolh and comps eelw le match finish of million on con surfaces. C. Conosbn Pmledbn: Coatmncealetl sudamaOlaluminum. -at tof bulbi In wnkstm oad trete, masanry.nma. oraisslmaar mabls,MNaheavy mat of bituminous palntoranc Uromala ptlmer. G, Adjust hand2As and drugsystems prior to andmNmg W ensu,. moot forward at armor, heals. Space pOsk allnterval lndlwbtl bulnatlass Nan NalrequPed by dslgnimaNpg. 3.05 MCHORINUP03TS 2o2PORRANOCEAIEMPIASTERbvHEGA G 1.05 PROJECT CONDITIONS A Gas. Coal Sammie: PaNantl.meet. ASTM 0150, Ty, l or til, p gpplypolnts Only when lomparzMe a/suRawsto ba palnktl antl 9unounNng alrtemperaMes.antl les fedlva.vedn porary pro tis appmvN by ralling manufacNrec Rem-veangal ,.law."MordyA"T.re"Honmmmmam. usagespermlltetl ay paler manuledme, prMtetl S. FYAsa Coat Cements: Fadorypep orinlegrallymbrflnishwat Imandr ns. C. Ume: Speed mapped lime/. firlabing hurpows.ASTIA C20Type 3, ors erGalhydrated lime d PART 2- ANTERVLLS masonry purposes, P3TM C2oi, Tape S. be,- helereusliq. Inabllanonmrdgon saown, as rewmmentled by manuladurea unlessaNarvdw lntlbted Uav 2,01 COLpft 0. Send Suburbia far Baso Coals: ASTM C696. by nail sad refile, hers, CarMNe.map...a. lime MN supporting apperaus meWofhoWip edgalvanKed anchors and townsfav#aeorlowgmsanddsewhara A Coldr(shoo be lrommei on Ne tlaMngs. Color samplesmust be approved by lantlsapd E. Casts: ASTIACSRI: Alanuladuretl ornaN215add, In mbfrequgetl to match Ased.l local P+cFlled's sample. sMambpouMg. LPaedish Nanulaclumrs: Bub)ed lOwmpllan[a sNlF requlremenk, provMe pmtluck elan¢ 0llhe e. Aaessoeas for Pumped Cement limit., bared 2.03M1IISCELIANEOVS AWTERIPL$ a. ..,a' red Re. Compaints(GRA 1.Cvmer Relnbammen[ Im drIed" emalsomers. Papa b. PPG lntluaNvs. Pilbburgh Paints lPilkbuyM1). LPG iq DO.,... Odnkahla, heeolsubstances.paste o(aXeding plastersei A Wofdre 3.04 RAILING CONNECTIONS SING person. .fi d. aro/tlamaging pbstar.laN maaessoa.s. D. Maleaal OualXy: Provide beslqua9ty grade ofvaacus types o/wagngs as regulaay mann/aduretl B. Sena smmWton'eled nnlshasll0h0Y the remove Unocal minks and anises. not tllsplaylrg manulacbrah ltlontifi[atbn Oy acwpdard,hentmabaalsmamdanot S. Bontling Pgentfor PONand Cement%aster: PSTMG932, Me rappros as esUndard, besigratle prMudlNA not ba e¢eptahle. Goal PORTLAND C EAIENT PIASTER MIXES ANO LORI POSITIONS G Colur Plgsenk: Puro, nonlatllrg.applkadelypes to mftsubsbaWsantl svrvk^Ntlkabtl. A General: Comply MET ASTM C 926 for pONand cement toaster base and Mesh mal drives as PATYT3-EXEOUTION appnaala to pUster oases, maletlals eMomer requlmmenls lntllwbd. weltling. Cope orbutl wmponen6lo provlae 100 Polmnlmnkdoruse manukcNaars slantlaN mam6mna, b. cupdid.-....a mmoljs.. a nalosed auaam measure IS Is .1.1 tllrend.m. 3DIINSPECTION D. CementsbytvoBaso Compals Parts by filll do load lar tis W,a.. or menixesana base Se perarrespectiva base Seats In pates by volumelcraemengllway and: antllnpapbVvdume per sum of volume A Examine areas andwntlillons vntlerwFkF putting M" lobe applletl and nageCon4ador In wife ipr ma logose raqulmmenblmeach moment mearlona lbase d hav pmperantltlmelY mmannenorwork rvlm rverh dmaterials plastermeasured. justY atUil and plaster base lnNaaled Adfusl Mx pmpoMons aebw wlWnnmlls speclnee loalbin a to Ap,roreetl unN unsags/acl6ry mnNgons have been mnededNa manner accepUale to Pppllwlor. undo ion madvaztlon .honk. anding woolrating owns.wnnedetl a,a,,: dlnbrmll wnsWctlon Mt paAAnslalled anchors antl tette, of plaskrmembmne. be[onsWM es Pppllmtolsavepknm of surlares antl mnNtlons R.1.SIk Loal Over Supreme Unit base massae Shaped w: wWN anypaNcuUrarea. an Faailar arms. m.G4In: .. morCast: he 4 sand. Guano Coat late.deadecemenl3lgr nowcard. pna 1ppe coremnshabUldryghn remmmentlea 0y wating manufacturer I'TO het/2b4 K Brorvn Goal ipaepoNandcemeN. 31q 10 1�1/2pads lMa, 31o5paAs sand. C. Donatpalntovar saele.grease,melsture,smgetl an..,or mnNlknsolFemisa APa comply beetled Cape maband item Mor memal m formationN e.ma ea reale parol rum. formation.1 C. Fadcry Pmft a Fln Plr lSM1 C^ak: Pdtl wakronly, amply room Folded seat SWdumfloatls, hulnot less tan $loaf on [enter $earervallb2GeLs to bWabg mnsWNon, le up manNadurers regad Wremems.ask ste 3.02 SURFACE PREPPMTION 205MWNG 0. General: Perform preparation and deaNng procedures In awdrtlance vdar paint manufacturers " InsWoduseantl as herein wed ed. for own forl athadde .hobo , A Mechanically m4 cemerApars and aggregab materials for pleslsra to comply vAN opposable Ioaxee feat fain)on eHhel sMe; fasten and. rete..^<M eppAmgon stavtlaN antl rviN rcvmmentlaOons Otplaaler manuladumc 3.03 AWTERMOS PREPARATION PMT 3 -EXECUTION A MkeM prepare painting materials a adnrdanm wryly-obserers dpectlons Alalmin metamers used In ml#ig and aporaeon of palm In a dean wnanbn, tee or lorden materials and 3DIMSTALIATION OF PLASTERING ACCESSORIES resque. �);�/A�' • CO[�NAT,N1�1T[� &ASSOCL&1llJ 190 W-t9aLhu0nf.hw! QYndA IMida 32801-t6f 2 Hurn E./dsmmruvENm Q6®. V3O/E0 PEPo'I T BET apacbmanlbolherwark exwptrvhvrevmeaMse lntllaled miarre an' ----Is Foran mm a earn saw ' ashoushed, sperameass. gmur, mum env p.a- A..,a.: Comply Mim ushoretl Is", antl fulring lnsfallatlon standards feapmvlake and stern B. Sir.abetl below appllatbn to pmduw a mUtum of uniform bests. and stir as respond during les fedlva.vedn porary pro tis appmvN by ralling manufacNrec Rem-veangal tv amply%iM gwW manuhdamsee diwNons, of faster woredctme oft Inflated Milerorm p Paacceses net, Ovnvlslt surtaw fiW ins mafatlal. ftemova film and Xnewssary, sualn maletlai O Mn 'manalnseds: Pai anTds of type, Azo. and material redeem ld type of leading and tLeaveanrFomOefoalexposef; mNpeoX a%cessgroui antl leave ilo'bultaup,s dawa from y to holmmers;ends InplaVgandnb and In artmerst NtaN acwssotles severely loplaslerbases to hob accessetles In plans and de be,- helereusliq. Inabllanonmrdgon saown, as rewmmentled by manuladurea unlessaNarvdw lntlbted Uav moss. Forinslaca0on axpvsvtl an eAeMror to now olwatel,seal Bloulm amply MN gloat allgnmenitludng plaslering. by nail sad refile, hers, CarMNe.map...a. lime MN supporting apperaus meWofhoWip edgalvanKed anchors and townsfav#aeorlowgmsanddsewhara anufadurersalredbmp dO nsbnum,enolase manbPate adding Me L Foobsesgons rotia wanesp instep ban rmenslena hottest man 112' greater man oufsMa Nmensbnso(posL with deal plat forminA 3.04APPLICATION asrequiwtlf-uppedonm tradow. USeloomedladelexpan.[.a ask Best -lar tlffad-Tylam B. MVM1orposk to metol sudamswbh manuladurels staMeN aningsaeslgnetl kr cols purpose unless e. Aaessoeas for Pumped Cement limit., A Cul fictO. th,pard p piaster as nv.ssaryW accommodate other work and breslore anchors. vNerotre indicated. 1.Cvmer Relnbammen[ Im drIed" emalsomers. A General: Apply paint in acmNanm MN manufadurers d0omdoes. Use appromers and teiTnlques E Blluminous Front SSPD4'sat 12(mMapplled-Refill masMl 3.04 RAILING CONNECTIONS Batas: Install at. -Intake of plaAernuA madeoNema. sNatetl. Sledded Joints: Indian metol Pads .1=an lntllated,.1 X nal In bated. at tawlbns prootdtg heal whard for sube..mad type of Husband brag appard. " B. Sena smmWton'eled nnlshasll0h0Y the remove Unocal minks and anises. e*to WOR. Impadi mer We fnlbwbg forms and approved by Adsorbed, o, Scheduling Painting: Nlow suNdenl time between successNe maWes b parmd proper drying. Do 2g4 FABRICATION A,W.ItleJ ConnecWns: the fuMsreltletl elotsfor j parr¢ -say weerm9 calling wand -le by a. Moro an sxpanAi h Or wand loin whom In surface of mmempron already behind plaster not moral wool paint had dried W where 11 feels firm. does not defmm a r feel Obey under mMeram 1.02 RELATE. SECTIONS weltling. Cope orbutl wmponen6lo provlae 100 Polmnlmnkdoruse manukcNaars slantlaN mam6mna, b. cupdid.-....a mmoljs.. a nalosed auaam measure IS Is .1.1 tllrend.m. Numb pwssuw, antl appbea0on of doctor mal of palnttloes not rause tieing or Was of adhesion Of A. Gen.mb Fabriab bandmns, lalnng syAams. !enms antl galesfo desgn, ilunce-1 namodurcie filll do load lar tis W,a.. Mo. area and. pod. ad.... ts.heou 100a U. a pane q. Ne untlermat - saown. Provltle handralL raAing, lenw antl gate members In s2os antlprofiles lntllwled. wit suppoNngpadsand bradeb aaw and sparing shown, bur act less man requlrea to comply wird 6. Ends: Pio uar enos WwaamnsWdbn wlNreuntlranges to red Ing ends d WM1vropc=drUm.plaster panel s2es Oldlmenslons charpa. ExlendloMlsbllwldN arM1N9h1 at at asstanmandadoI C. MNImum Coating Thkfilsha Rand,, rosemmantletl rwwiwmv no lZookd for sWeru2l pedoamanm. anding woolrating owns.wnnedetl a,a,,: dlnbrmll wnsWctlon Mt paAAnslalled anchors antl tette, of plaskrmembmne. Nlckness as lnalat[dol, lfnellntllaied, as spmaNngmk,b Pro UddMwmd Imposed, In aha-,hailla#enldbur lab..I.n.Crediadngantl R. Shop Assembly:earal. C. Hanawas: Attach hamate to so with wall bamkets. PwNtle bmcketwXh l-1121ndt deawnw 3.02PLASTER MPLICAPON. GENERAL : coremnshabUldryghn remmmentlea 0y wating manufacturer ¢.loth. Obassemble unasonly as nemssary lm shlpplag and M1enalling 6mlklbns. Cleaay mask pope 1, 1. 5atspadng regWretlnd.r. oh. hem NSW¢(cow al M1anNall antl nnl5hetl wag aullam. Loakil APa comply beetled Cape maband item Mor U. fiir (Opaque) formlessly opaque, smvvtsuaa.., propeard ants lar lvwasn't y antl mpMnatetla5lallagoR SWdumfloatls, hulnot less tan $loaf on [enter $earervallb2GeLs to bWabg mnsWNon, le up wwdLrl,. awaseltlo Labr...a.cfirmicas 1demafd rvM requtemang orwferencetl plaster eppll.VoRsmntleres ler mnNllenlagolmonelitlesuaems, ar..1d anlSF. velar, eppeawnm entlmrerege, Cloudless, spoNlg, bondays, laps, tautly mark¢, ens, p...a -aa lmpedectlons air hot be acwpUEle. atlas OrionCLUPA C. Web ed Comsdlam tmNuMnum Pipes (enms afuminumpoped,whih dervans 0.W.anslon Joals: Pwvltle expanslOnfolms albcanonslnafaletl or,Xnol ln,ialed aUnlvrvab eat vale 1fln6FetlI1 pane n pas ersullams, as 0. Tdavered Ueretdevlate rlep ar by aa.rs. ,do antl galesfar lnkrwnnmction0(memne9 by mncealetl lnlemal vlelds, which eMgnale auRam Ioaxee feat fain)on eHhel sMe; fasten and. b piano at any lL'nvm measurHby aID'A'stalgnleaAe placed at any loagon car stressed. D PROwdaw 3p5CLFAN�VPPND PROTECTION grMtling, usln0 manrdadmers sUntlara syslemolsieeva antl market mins. at. ."ad d Meet.fdseve e5L.(g2'neyontl In kmal slmmve secvmly 1n env sero, taste joint 'due n 6' of pall. f1 Farm cnangesNdlredlvn IXlagag.¢.loam by bentlingmembem,InseNonatpmfanalaka elbow 3.05 ADJUSTING C, hod,ifil nesses antl numbero/make(plasbras kNcafetl; oras wqulaed by wlerenwtl A ClvaGudngpmgmssalwoah, wrtroVe from site tllsaaNvtl pant maleeak,lubbbF, cans an, rn0s mattwiend oleacb n'dk,ey. fildrgs holds bens or by.tiering. slanuams. a fleMateHs hdkd wnnvdbns,aMabraded A Toasofs 3.03PORTIANO CEMENTPLASTERMPLICgTION S. PwteNo¢ pwvMv'Wat Palnt'slgns asroquiaetlk probd nemNY-palnlN fiN66es. 2omory a+° E Form somata and wmpountl carves by ben,ing.¢.here lnjlgslo pmduw ungdmmrvalule fol xandareas with same iddnMn: and paint sol sM1Po paint, dna peon! expand areas with samematedal (special fvamulaWn (Ordrdrying tem ledlve ma putt pm pp sgs pmNtletl by seen Me proledlon.11.1,wsrk a f., mmpletiond utas wpeXAve wnfiguretion mgWmd; melnfaln pmflle of memb.r mrou0houlennrabena MNouf Kimmins). A Parsee, Cvmanl PlaslBr Ppplkatlon 5fantlard ApplypoNand mmentplasfer maletlals, opraWns. AtmmpleWn dmmrhofoNer natles, laucnup and less,. anaamagM ar tackling, MlsWO. vlvtenNseaelolminA axP.etl suRamsotaantlraA and raNg mmponenls. composite , and ends had comply who ASTM C BID, sellg tlal awdsuRaces. F. books wvvphdvsaroNor meansfar evacuetlOn a' announced wakdn hollow sectors of but,3.06 PROTECTION 3.OBE%TERIGq PRIM BCH EDVLE members, where wale, Proetation taint near. A PwlMenlsnes olraiingsyslens eM M1antlyls from damage during wnsWctlon period by use of B. Number Of COak. PpPlY PoaHntlwmeni plaster. olmmposNMn Ntllalea. fo pmvN.......I wo,k vvvrmrtwbudi masonry. wrirsvb(as1A-0IawarprecaspsvheasuRawwmplleswlN G. Brackets, Flanges, Flaings and Mchors: PmNtlemanuscf ref sknaardwatlbiacMtsaan0es, les fedlva.vedn porary pro tis appmvN by ralling manufacNrec Rem-veangal ASIDI C 926 In, plaster W,Bud Melt to said base. rnl'.0dra0us1101,s, and anchors fm lnbrmnnean, of hanaa0 and talo members b amerwoM. time Of GOodeplal Compl.V.. iFlnlsh Fbaletl finlsM1 UNessomemisafntllatel matte MdrllecCs sample for favors dna aM ONvranahvmga tlaNma(ormnneding henawllsantl rziing systems lo.nvek H. Furnovem B, Redonefl anawnsadISMetlW w o! aoc I., wnrysYwk FaMmkandwrage tlevlresSVM1lcb are.pabin olnW6MMNg loatllnAsimpesea po .ngdbnnnd ReWmllams which anent hew ho: mak.remains work. atherI -which..net be In to flel,bmo Shop: make rerybetl by nail sad refile, hers, CarMNe.map...a. lime MN supporting units allerafbns antlwMlsh entire uNL or ryovlae newuNbas requlrea, C. MolslmrepoNantl for Mash rewmmeMallons lortlma;sefrreen wok and wtln9ln'Mnex P2 Geslen Constructions'. eresen we and Mlsh.akb.,M MN A5TMCuctions'. dO nsbnum,enolase manbPate adding Me L Foobsesgons rotia wanesp instep ban rmenslena hottest man 112' greater man oufsMa Nmensbnso(posL with deal plat forminA ENOOF SECTION 055213 3.13SCUFIINGPNO PATCHING bottom dosuw, SECTION 092423 -CEMENT PIASTER A Cul fictO. th,pard p piaster as nv.ssaryW accommodate other work and breslore J. Shvarentl punrA makls cleanly antl auvmlely. Remove bmrstorn exposed wletlges, PMT1-GENERAL ,calwoat ,.wive and howtllmpskinto ns, ftepalrvrreplacv: damp -di ms bskn,buddesexm . aryauls, elearnscen., ewealuuk and abandon,tleleds, end where bontl uaayp K Easaexposeaea. 11321ncb,unlessamenvationtllaled Farm 1,015UBALARY hystdredtabi.d. bme substaly M1aslanea. tot0a2Nusolappsaanemh smallest radius possNle Mmwt auilnOOmin separation or otherwise bent-rdothe B. Sena smmWton'eled nnlshasll0h0Y the remove Unocal minks and anises. e*to WOR. Impadi a Type of dkmdua.omy MfegraBndimi anbedra cement psssoffie a#sung SemraOana ro L CuL ralnfohe, tlrlll, dna top components as lntllatea, to re.Ive MISM1 M1aNwaw.suews, antl slmllar mnmW wnuek unb masanrycdumns aslnaLfetlon me tlraMrgs. unlessomerwlse lntllafM. ENOOF SECTION 092423 Ile- 1.02 RELATE. SECTIONS A1. Fabdate lime Nal will be exposed to weather Ina orbital manner. A. See PalnO gbr Cement Plaslar Section D99 M. N. Close expmed ends olbantlran and ralMg members rvlN prelabd.ted end fi0ings. TV SUBMITTALS 0. PreNtlowall reams at ends clwallmcunletl message, unlessomeresse belted. Cbseendsot A Pronud.e.am 9ubmllmdre anteauls pmtludtlala larwmentlVoua maletlals antl auossoMs. homes, unless deaM con. heean end of rating and wall Is tl4 Ndmorlems. 205 MET FINISHES,GENERPL e, ptaletlat Cerilgmles: Submit pmau.rs wag.k for each kind Of plaster a09mgard crowded eryeenaug Natmadenala complr rAm repmmments. A ComptywlNNPAM M'MBbl Flnlshas Mareop for nwmmmaatlansantl destinations oHlnbhes. Poll 2 -PRODUCTS FT Pa. araWnfor PaINFWSR Cleanstrelawaldl0.g .are, andtmseweiGniglswta, loll -dib a cenverabn -ding of type sooner to meant. wagog ...tied over It C. Fadory-Pdmed FedlSh: Apply afrdtfee ptlmerMmedldely troubled doaning ane padeaWen, to provide a minimum try film throbs- of 10rolls nor applied and, W so Areas wblah will the Bopened add, assamb" and lnsfallatlon. O. I..M. manner taat. non; rdt Mkh matching appearzrm. repeated to, and tea m. a hoped, all fens and gabs. 2.01 PIASTER ACCESSORIES FOR PORTLANO CEMENT PLASTER A. Copper Comply Mt material proNSlcnsof PN514A2.3;.ortllnala aeplholao-assoaos WiN Wdnoases-someres Ofasonso red, U. Atotal Corner Ralnfor.ment Separated large mesh diamond mash lam fabd-tetllrom 9naalloyar welaetl rvlre mesh fabrlcatN fiord0.p4T6'dlameler zlncmaled (palvanlzedl wore, anaspeclally farmed W ..mama%tamd wmarsalpoNana wmeN planaran a#edorexpoadaa canna erre¢ Lou l>IaAeranaaemmL C. Cast, Saadi: SquawcagW alts. rvM ¢spend" oppose ..drum ... bid prolech elapa at On. did, D. commod irW PelemicatvN, of Inc and,material. onepteed nape folded pair of nonyeeerated .deeaa m Inihapm.nngaremn, Mm e%panae,Mngea. SE4 iON09gOW-PNMINGFCRCEMEMPLASTER PART 1 -GENERAL 1.01 SUMMARY A Extent of painting work is Indicated on drenings and as harem spefle. Work included only painting and finishing of exterior exposea(slusw) parvo t planer surfaces, unless omenvke sm.les. 1.02 RELATED SECTIONS A Soo Camont Plasler Gedwo92423. led GVALNY ASSVPANCE A Single Source Respcnelbgidy, Pro laeprlmeRa doterunaefmalpalntpmauudbysame armadme-w Misfimals. Umody Ninnersappmve bypaMtmanuNdume and.secNy MWn recommended Indo, 1.045uBMRTAIS A Pstlud Oala: Suomi Manufacturers tumbled nlewsalbn including paint label wants and application Instructions for each mafeaal proposetl be use. A Ganeral: PrONtle Ne(ollmvag Watsnlams for Novarbus subsbales. as ablated. 6, ... Lusleeess(net) penAml acetate Mleh 2 seals MN tool wry film Welcome not loss Nan 2.5 MIs. Flntard Seepnd Coals: PolyAnd A.lale CopslYmer Emulsion. Oev.: OaKo latex %al Mamnry PaInL Pittsburgh: B-30 SmetlMManspnry Paint ENDOFSMC ON09900a PMT1-GENERAL ' 1.015COPE OF WORK A Thewdkmvered In Ws Borden mrelsis ofaagwymncrele walks, formal plazas, and related Items newssary to template Ne w resdlaled on Gavel and described! In Scedfiertme. .2-AIATERVLLS 2,01 CONCRETE A Cmuela. and Ne egWPmenl. wotunaresM1lp antl maletlals Nandbo.abdonenments.ppllaabla mqulwmentao/tri wheel¢ melons, acaptas Faaelneflorspadfled Conmebshallbo dandardwelgM1L Mm minMumcdnprasslve strength of 3030 PSI at 20 days. Consweasha l movea slump of net mere than 3 lfi hGS, 2p2 FORMS A Forms$oLl W pleased *I straight dSUMdenl Hengt lO mdd.lordgingdarl" art"Hing and asermltlanng.a....... Solabelghlequellodartli ,th. NelWsnetl pavinp. WOM forms Shells¢ wad. plank 31q'Iwmmal Nlckness. 2SO EXPPNm.I.I.C. A alum sn ronskr wool to shags¢ Lawsonh Persuade riacker ad am. pmenvbe shownon tl2Mngs,equal to Celclex'Fk%rell'or Removable 6pansbn Board Cap. 2.04 ROCK SgLTNIMaladed) A Slrallhe AfoaoRs.arse 0raag Gr equal.gmded lora09regaletl unlforMty between ll4'�3r6'. OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, FL HARDSCAPE SPECIEICAINONS 1/232028 a" JM °"ssa RG n GLIyKL2O6 DlW neL-204 IMS CONCRETEREINFORCEAIENT A Unless olhemise htlkaled ell paving shoe be reln(orcatl MlM1 6'x6°W1.4x W1.9 n'eWea Mm masM1 reinforcing. lap all join 6- and Mat to aphin 2' of sloes antl ends of slabs. e. Unless atemise Mercer, an bands Shan be observed wW N steel minlmung bars. Barsfiallbe mntln came Nmu haul tan N of an balls antl shag he laud no cbaer Nan 2112' Lem Mr, seder. 9 9 p Y PART 3 -INSTALLATION 3.01 6USGRAOE PREPARATION A. Suall shag be gmgmqed We to grade and masa section asshown on Usua s. It aftell be mampubly Walern l and loped or han0.Umpetl unw Nmhefora plaMg mncmte. Completed eahem lefor,ideaand amssedbn MNatamplale extentling NII tlepN alrvaA antl x,expbehea.n ad. mrma. placing wvnad0sabgraae anammrs %hen La WmngldrwateraeNaavan[a of G. FORMS 0. Forms shall be Sel MN upperetlae Oue 101hre dna grade antlshall be neltl rigidly In pier by stakes plamtlal 1not le exmoa PO'. Wootl forms may Le NorwghlY nelletl wlN walerhekm mnwtel, YMplaMSJced. e. Eltle loans sham nein, mmovoa lorle59 Nen M0lve Mars eherflnlshing has been wmpletetl. 3.03 EXPANSIONJOINTS A Ml shall be plead gush Off Do surfaw and shall be m idn plain wllh eleel pinso%oNvr devices b prevent waming of filler easing Mahn and fnleMng. Immetllately oflerfinlshing mesubmns..as.,I..d. joint ads. a hull be mantleds ID an each, Mat having a mtlNs of Ile'. Evponswe fIle,)eine, shall be termed aMul eadams ad ...,.a Nal pmlael Nmuch or Into Ne walk pa.m., 1, a na at ahutung hulfflul , a It., Idol filler of rypa, hidere ss and Moth Inamorled. Finer anon he In Glen. In man manner a s to to- a mmpld, x0man shammn belrveon a... and walk AtNaereldthesuMgporket eappreion JW. sIfbe company Geared.,aaa, malerld pm adngaf a, of paremeal den be Out flush oil, pavement. Ran CONCRETE PLACEMENTAND FINISHING A Conueb Plammenl: 1,PlCover ..... irfmoralu-SI.I.I.Nleknesslamervaa. Be. asblkeuflguldetlhyske lmms l0 ban, sudace to proper Sand- Tamp and mnsoMde commuevirlh lumping bars, flnbhw5h Mena applyasmmNhorrd Onlsh amossvMN of mncrele paving usNgalrowel. The hall an ea. Shan out vary more than 311W In 100'. RKMI emnS l ldah es lnalconer N pless arm Handle Farm 'I.Iran. Nhesn mnaete by Mpng a,mwon In lop endow 0 y depth of mdvmm Ne "a...a Of Me mosso. using al.ht.,.IN a radius of IIfi' ane wNrg blade not More Nan I.-thaek UNess ONenNse Indicated all Iden shouftl one , be pa, acicular to Ne MgeOfirs. Sur(am shoe Le Gee of.dam wemisnes antl rod marts. RFlnlshly NO'c ea.a-smal l: 1.Omwn FNlsh: Tamp antl mnsditlala mndab xiN lemming bars.0nish with aootl antl appryaggM broom finlem access wltlN of paving. Lear lammed surface shall not vary mom Nan pI* 1.l 00'. 3uaam sung be unffmm In sand,and free of surra. baioiSm. and rod ranks. SD.3a 11 Finish: Aswnaelvhasbegun bseL racksallsball he unllormly hroedmsl Ove,Ne cele to ",Ne Sudase. The plltlng sM1ouW be spam..13'4' unRortnlV .1 *a suaam dna Seem la MN a.wd bass W Ne rings, grads offs venue. sudace. Tha rock Sall Nobel be removaa m no lees than l2 hours min water, A. Non£ .p S.O.G. rvhe,.-,Crete paving sMll Is gnashed MN hull pavfne. Fln., of Stan man be roughened to accept modar, 3.05 CURING AND PROTECTION A Curing: Immedla.ly aflerfinlsM1ingoportlons. Nv exlwaM CCnGele suaamsSnaB be cared In accortlan-rvlN appllwhle nequlmmenis O!-nuele. B, Pro.NOn. After wring, more shag be removed, and Ne amp Sneering Ne paving Shall ba backfilled, graded antl mmpadval t0 mMS. to Me..a... area IS maxprm Mix Mea and 11 Do imanalral mnnele or mnaseMat tl.s nnammend ot drain ng apmpedy shall beoremavM antl"-nsWcl at o. sand f noamaged argen=1ma lmhe Orvna, EN D OF SECTION 321313 PART1-GENERAL 1,01 SCOPE OF WORK A Theworkmveretl In Nis Seaton mnslsLs of an colorwnuele wens. paving, lanamc.plaaasrena relaletl gems ne[es.ry. wmplale ane worklntlicalM on DraWingsaM aasugbua In Spegpmikm. I.Paorthe Maintains of pave,,, pmvlae Samoa panel stalls of each pat.rn and material Milan for E.Aren Color concrete paving, mlNmum throne (3) Wmacuate minabz 2Pmvkajobung a sspedfed. 3.0h.N OWnern anas.pe AumbessYs appChm. of Nsualq SMS. of LonGup panels bels. sae of ,MS. paNng. 4. Hopi aw,......... Wry modWp vrmk as deem.., anal amep.hle to Oxneffluods[apAnother.eAnother.Omens sample panels doing wnsWcl rs as a standard lotUging amended paying arms 8➢o nolalkr,mova. May Do mockahpu tax Do green. d. UnlassoNemise 0iredM.acceplW meck+hp panel may he InmPoraletl Indo Ne 0nl.hea work, PART 2-AWRFdAC 2.1 CONCRETE A Comate, and Meegdpment. Workmanshlp and materials Nmefom, shall an.rm to applkabl0 .pdrereanls of Ne wnuele sections. except as heregnamer spodfled Concede shall be s.ntla,tlWveighl,MN mlNmam mmprazarve snangN of aeon P81dzfieaya. GonchmarNhave. slump of oat mare Nan 3 Hares. 202FORM3 A Forms shag be of d or steel, Staight. of wMdeN s st to resist spNiging during aelwalang antl oprolu aagngwnu to no of a hell One of to Ne Ng eepN Or In. fnlsheb mealy, WOM Imm -hall ba ream plank, L4' nomHal NI,Mes.. 2P3E%PANSIONJCINTS A 6panslm loHl Rlermaletlal shall beasphalNmpregnalea fiherablps ilz' IhnkuNeasothamisa shown on asvings. equal to OMMUS Me allor RmLxb. Exposed about Cap. B. Come. ITe BaWng Rod or Removable Expansion Sears Cap ¢hall be a feaale antl wmpm arrAy type 01 Gosedwll foam'lyefynne or UEI spur.,, munaed at surra. to anNd.ak u malanl Tho BmmB Rod Shan me.. diameter f1m loner Pan Up W. Ol Ne bald. C. lithesome CoUlk malarial shall be as mandacNrea be -AI. Scofield Campany(a' approved equal). Cobs to malchindegmlmbrwnuele as shpnn on Na plana FdloWmanufaaurere recommenlegu s No Installail- 2.04ROCK SALT(if Indicated) A Shall be Mariana memo grade or equal. graded M-figregaled untlamnV Imsomn V4',3 C. 205 CONCRETE REINFORCEMENT A Unless oNemiselndlwloa. all paving shall be reinforced aMr-SCIS 1AFW1AweMedvempaSh , 'ands I. Ispalllofil and extend W vd@In2'Status,andends Oxides. Relnkrmmndefin0 the set on wppod[halm. 0o not mmU suppose, while pouring bad einflnu . B.Vnlose oNemise NW[alatl IN bands shall be minlmrodwM an alvei minloNn9 bare. Ba s uban be mnuNughoullengN of ell bands antl Shan he plamtl no clever Nang fl2'OOny m a sudacree.m 206COLOR A Conaele mix admUlurefiaa be a s Intllmka on Ne drovings. (Color samples must W approved by Lommusee Mchllent berme pouMg). LACE, aaawa ma'a.amrere: Len. Real Germany go Oavls Cokrs IT COMSMI.Senou 1.Pueylab a Alanuf ..M: so Nusale S. La. SmOeld Company PART 3 -INSTALLATION 3.01 SUBGRA➢E PREPARATION A Suhgrade Shan Be..S.Idfirs. to grade antl moss sedkn as sn- on Drasving4 It Shap ha thoroughly watered and ROME mhand{ampere unNOnn before plating mncrele Completed seppara remix-lall.l.-ratle end[cess seclbn wilM1alernplale exbnNng (til depinolrvalkantl ,.and -,,een sldalorms. Gubgratle antl lomushall be Nuoughtywaterea In edvanmof pladnp wnuele. fiRCLORMS A Fonnsstlnte isnooNlbapepremeaa4a'OW. Wood press maybe ethNOsOhaulglhhlaywh arnal ANy iwns ed efiorso ..am.. Or.. ta kes B. Sldelorms shall notbe removed for lessNen Melva M1ounaflosfinlSM1ing has been mmplulotl. 3P3Edfara ON 1.MTM A BMders shall Mplaad Main MN Ne soda. and Strait ba hand M Mm. Min Sure pins Or aloe, S.A.. to W...I vomphg.1 On, during Evel ng and finlehly. I...I.laly rafts, finlghlna ocu.sims ma compered legal md,. shall be mrmded bid an d,WB tool having .mous of 116'. Expansion frl.,Mo. and beformed ahwl..'a.. era room'. Nat MGdp, mm'h Or In. Ne war k Raymond. and at E.M. bunaings, at, Jesse bluer of type. I NN Ors and wWm Dr... Fob, Not D Installed In suchmanneras b Imm. coneole. ua.-s.p.a nba... exams, are lk, Be Ne NOa'Ne wong poded,aM..Hor blots shall be.reMry deaer and any maletlal p,oxdln9 aborelop olpavamenlsnap be int Msn wlN paremenl FOMrvmameradmets remmmentlatlons forwmpmsalde Back,r RMBAboaonre Caulk appam0orso 104 INTEGRAL COLOR CONCRETE A ComrekshagbaxedalarzMaerammm,naea Lir mlo,aaml[N,e manm.dumr. Ca noels mbr scall he .h. - as Atllmka on plans, A U--EPlacem-tU 1FIam moue. N (ones In one favor Ur Nldnass Ntll..d. Use a sfku off guided byslde forms to bong smea r. prsper sermon. Tamp and wle m nsogranaete . wlNmpinq bars, flesh MN wind and apply a S -o forwel fllhareas nitlN of mnuelo paving ming a bowel, The fir)". suaaw shay nu varymora Nan Wi6'In to'0'. ProNdewaVdjoln. as Indkaled. plans and darns, mrm mn.11oln.Infresh mnmese by ml0rg agrmve In top soda. to a eepN of nefouM are NkMess of Ne mnaete using ajolnlerMN a nonuse( par and ranging blade nd mom Nanlooll Unbssmbarea befil,an ldn. should always be perperAkular to fe etlge of pavinp. Suaece Shan be unlrorm Lit idler, end Gee olsuaece blemishes antl WI marks. B. FlnlsNng(aslnrltm. endmMn9s): 1.eroom FNlsb; Tamp antl mnsdldete mncmlarviN.mping bars, finlshaMM1wwtl dna apply a IgM1I bider flnlsh au05s rMN olpaving. The flnlshetl sudace shall not varymora Nan &1fi'In to'0', of Neamerebmaace. Il appll.ble see Sorlon Slampei Case Couples. 3.06 CURING, PROTECTION AND SEALER A Cuang: lmmeelafdr agernma.ne .mammon%. No o{wsuamwa.waa.srnal ba amain aa0raanmwlN appO[ahfe regulremanls olmnmek, B, pre.move Afer wtlng, tlehas ahan baramorBa. antl Ne area aajoln.g Na paving shall be bame,a, grad I and mmpadsa to mall 0 Ne Bunce -Mag area In moan. na wM Imes and gages lost.. C.mplelea paring snap be pmfedea.m tlamage un. amzpled My do.,. ueter a moue. Nat days net Rush pmpaay Shan be Ban ovea and rewns.ca at no OEM o..I mal to acaner, C, Com Conu6n8valm 1.Ppply wncrela sealer humble0 to manda[.oser O nSmmentlanons. I)SM'M Mmanulaa.rers: a. tMsa em b. triennia u reddEga sc one 3Spe[Imeasealer type lobe submlllea to onnetsreprasen.ureMer approval prior to prommmmlana apolmnm. ENO OF SECTION 32 13 16 SECTION 32 14 13 -CONCRETE UNIT PAVERS PART I - GENERAL TV SCOPE OF WORK B, pmvHe anaek uNtpavng assfwnn antl spedfivd Thavemindutles 1.InlerbGdng -nada pavers. 25eue, Sao 3J3anas,ea AlBand specedtleklle 4. Base maletlal. 1.02 QUALITY ASSURANCE O. Oo nmaxmaa ms' unit to annolraalrcom noon nor 118' In zA'ane va' m mleal rrnm A Maknals antl meNodsolmnsWClbn shell mmplyvrlN Me ldlgving slantlartls: It.1Ma level. orintllalee elope, 1. PmOdmn BOG. Or Testa and Ondamale ASIAI. 1y 9 ( ) 103 INSAL TON -BASE RIALS T I MATE 2Amedwn Assodafbn of Spite and H Mra trans natlon 011Mals 6HT0. Po b r NA 1 . A Bese mwce: B. InslallaLnn: PeaOrmed Only by Stood rvokmen per ca0cracbrymmrtl ofPartormanca0a I,Oblaln landscape NWkcYS lnspecgon and acceptance of subgraae cuRambafaregaGng Of base -.,farm pmieGs o1sper" rem she and'mriti rsa alerlGs. cwm 2.3pread base sparse maleeals In layers which when wmpadea wIII noleareNq' Ilfts. Waal C. 6ample panel: Begum dating wncmle paver Installation. provide a sample panel using materials, m mpaaS, tlepN as sromented. panems aenesprslntllwlpold. firolnd vrork, panel aIle of tun lP enlN 954 of maafmum 3COmpadenmyI eworsemASTIA d, vard pea's fir aVP odrnalety lOklO'. ProNtle Ne rargaolminr, lexWre altl"'Wnansltip proposM for Ofe Wmk. marc mwMA-ounduS6,6pquire Pmde MONOa. OO,Sankm Mercer Mon. drydeheart Cartedantl rebuild sample panel untll Lanesrapa Pi['hllecYs acceptanmor Ne work Rdalnpanel and shapeper a. Baeeur... and shape basamurse suaam to required grade and uossseNon wM an allorvabla during mnsLucuon as a.cndaN for wmpklea paying man. ictal ldoranm.1114'. LTher approver) sample panel may To a poNonol Ne woMand remain In place. LawWnastllreclea by Ne Owners.'mxmCmm, 2PmNtlo a sample net ler ea@ typo of mnuelo paver deal require. D. Oo nolchangBawrceormnuelu pavenauang NOmunoof NawOrk 1.03 SLRBdRTALS A SubMl manWatlumr'sp.act data sort NSldlagon lnsWcpona for mncrele pears. B. SD, NS expose ofni N, poor a mples oleachmlm fav Me weLrequLed InGWe Ne Nll mngaol style, ape, exposed finish, mbrana lexlure proposed kr NeworX. C. Submp .prompt wtlMmOon Met gond unlbmm , YAL spMled maleaal and physical requlremenls. D. Submit mabaal mNnmles for base, final a na labor materials. E. Bob MEInshlla, mr1xggtlons(Va. Section late B1 The DELIVERY, GTORAGE AND HANBLING A Probdime.. mix from tlamage, Gripping and riling an ung adlvery and skrage Store adtin ground -paaek 0r wood platforss. D. $to.]... granular materials In u sph donearea on a solid suaa oto prcouU ME wiNlordgn mdeaaer. 1.05 PROJECT CONDITIONS A .Ni a a,lnsUllaum pro Hares antl cOONnala paNng rvorkrviN OOrerrvorkaOedM by Ne wnuele paving Work D. Call waaNec Do net Sam.amax.ba or mal mkee of or vein lm or war Do not buptlon lmssnwork.rweL salu2letl ormuatly SubAratle. Behove antl radead at,, damaged by wslorkeeeng. C. Proka p.pl,mmpk.a pavingapal.slwealfer dome,. when naA is bold pm,mrs. B. Mount mmm-y baM.aes and waming MEN as required for prokcuon of purled wink and publk .alai,. E. Pmled adjacent Ank from tlamage. Sunup or dent fdam9paymbolmedWns. PART2-PRODUCTS 2,01 ACCEPTADLE IN UFACTURERS A Tammn Inc, Olaeastls Comeal KnAgara) or FORNane Pavers. Sao pI-y Do recovered manNaaumr. S. Shape. stres,mkrs. ana.s.ree as lnal.lea on drawlers. 202 MATERIAL6 A General: Pay.r moll maletlals antl hbacatlon shall meet OrwmM Neruqub.munbo(VSPSI Paveavrnauon wsrt8o slanaam spedllmMn. kr mlEirGJne C.naak ravingsmna dna Gm.. Prs. LPONana mmenb ASTM CilO, Type 1. 21Lgre rtae: AMAI C33. SCampmsSve S.a,M: sM mmv 5000 all at MS. Of I.N. . 4. Absorption: Must -6%. 53usin-Navy test ANAI OACC.- bmakaea dna maJmum l% May In MY ..lend Our He cyder. Ills' (1,5mm).,elghl maximum ljo U mmj loom standard Of B. Pearrunhc: 1Pes1gn Shrimp AS Inde.. on plans. 2CoMer ad bhnifadureo As lndsaled m plans. U. 3 -run dal Compacted llmeslone,mmpaded mnnele foss, orso0smmenl es FNmfed on dmwings ificammfe.lab -3000 pS) O. BMdna and bveay mandac ASTM C33 or West W3, #10 grades dean coarse mnmae sand, depth as Intllaed, (DO NOT USE ANSON SAND). E Sand far folded Share .washed sans n1N 100%paseing No. 16(il6mm sieve, AST41 C144, gmdaMn mr Chad.., in mama. 2.03 PAVER AND JOINT 6TABILIZEWSEADDR(TO BE OWNER "PROVED) A Thelolnlsand s.blNing sealermaferpl sna116e 6VREeOND SB -130. suppllN by 6urebond ins. Schambvrg.IL(BII)0431816 ormrnvrappmvva equal. 3, Material: Live ynl sand slabllper shall bean epoxy redo or poryvrefaea resin pmdud,.pable of ponehating Naldni sarin pau to pdymoaaatlon. Il Shall also seal NObp suaaa of Na paver WMaN rider, a.mlamlan ar mmm Na marflaa m al Mcuan la fell below ma apeanea ralpe. PART 3 -EXECUTION ares INSPECTON A Examinmitay alasea mer pmmgAdL Ions. Oa not s.mm�crefe moll pavingvrorkungl unsatls1ac10ry mnativns are mrteaed. 3.02 PREPAMTION A Do not Use paNng units MN oblue. trace, some. dismlmonsfis or ONm Galore aafm.. S. GW paNng a iib Arn dock miler Urords"aver saw-ameramdaNnedfir calmas-,111. dean, sham vnGhlppa0 edges. Cul ands as mgNrea W provide palter aboard and to Al aajoHlrg workneally, Use fin units WlN.ulmem, wherever po.ble. Where[ulfng is regulrM, use. IarAesf spS ungs possfle. Avail Ne use olcmall pleces(sllversl Olpavers orlagelolni spa -c. C, Selwed. unRpaven In paOems lntllmletl plod level suaam and unlformlolnis olnlnfs bdm.a. 0 Bmdnmulevall,Coprse: LObbin Orvnvrs Represenlativos lnspv�Mn a and ueplam nIf Mlsnetl base murse heron p res, hall antl IaveMg murse maleeals. 2Spmaa Lincoln, ane levelly mors. maledah evenly over Ne [...late area to be paved, raced a a mlNmum Nval NaLrvT provltle a minimum 1' NlrMess when Ne paving stones have been plaand 3➢mlea roll m. and 1- 1.1 mord dleave fiom damage anti ranted MN unnx Shaun, antl forego murseshali as prepared as progresses. Do not r rk prammpadbeaame teradd be'. midge. 4. ThNsetappll[amonsba0nave .Mer Nl[Mess ol3ls'mNlmum 104 INSTALLATION A Lay paver units In pattern lU porman on Me MVI wMnnot lndrafea, an .,..ad by Na..as. Rep,....I,.. Mmmurnal panels arm provltle wIfmm 1116' 10 116'jo1Na behveen none. B. ihu gaps al aha Nge of Na paver sudace snag be nllN WIN emnaardea,eslanemrem.1-eswl to AL Co., am. be acmmpOnd to lea.. a[tax nage to Ne ba Me coda. using a mainly ,.,ad bake... amam rrmeo How..a, when salon preGsbn aedgme I,..,. memory env Is remmmenaed Whenever poaslble, m sale should reeds Ons a paver less Nan lot at por,lual peue afir-mv al Eo nal red 1135peamlee.11... areas antl W..In,. pavers as b-.., to av .,.,a O. Vlra4 paves oohs b Neo Mal lead anti3 ar mom passes of a vlbceWg pIS. ..,.a , Ybmmr shag For .,.Me.l3,000.5,0,0 pounds.mpecaon force. Surra. Shan be dean antl Ne Jaime .pen, D. After vlamuon, dean masonry type sand .Na]nIng at least 30% of IITp mm) paNsbs shall be nomad over Ne paving done, sued.. one Sand to one antl Worded Into ldnb anti additional vibrator parous and bmshn, per as to.uarnm ly IN joints. U. Affix On al vNmting Ne sues. shall be may to gatle a red Shan Yet ary mom an 114- ad.. lasted wlNa IVota Serayhis ga of any location on the sparse. F. Thnam-p se mse, dparers Shag W 118 W 114 inch above adjacent allago Inputs, wnuele .Ilam On channels, SAM PAVERANO JOINTSTPRIIJZEESEATERAPPLIGATION(OPTIONAL-TO BE OWNER APPROVED) A Theamrta. gnallcemaaeaean ane rreelrom on.mdwm Mtiy dna any leer. maleaal peon. Me appllatlan of felomf.na rkblr or. me Suaam.najmnt s.ne shag beery rorllswg eepN pare, evremenay are B. Appty OomalowpruroUmmgulatMb,ak aspra rat Nera..11Wsgi pereanon. WaMNe malerld Nblhe unto-.l,-vansb L4'naprMesn'.. . .matu ldnis are aaepuafely beetled. WOMm halo swaeanman[a WIN Ne mandaMrefs rewmmentlatlonc. C. WaM shall ba 0memaken In Ne eddymorin,...... Lg When Ne paver suaa.lsc.t Walk shag mass N Instrument weather (rain or strong all wal affect Me energizing application and shall nolmsu.... Ing (..lsana has aeedeMklenpy to anolvpmpe.penainnon of Na se.bnl. 0 Thelrealea arae shall be pmtedealr.m'do ar molsNm and Snam not be trafeked for 24 fiours rifer Ne proms n of Ne Slabllpvr appleaus. 3.06PROTECTION A RBaWD.fc from wmust. ank paying sodas during sling of mr, and hall mmpkMn of Nsk)buon, R. PrMof-,-to unit paving win tlamage ua. gnat -,.a.. G Ordbe rammd may ba SIMpl Sam M wd.. or left on smear auang wnrWdbn grate Insure .mpla. MMR ajelns tlutlng xUl area TWO sand Nw...... is. mM. m..n fiom .,..a tlehas. 3.07 CLEANING A Remove antl replanot wnuele paving units rvhkM1 arebrmser, ohiomedu s.InMo.oNerMse damaged Pmvtav nvwmafchbg unM1S.lnstas asspulfled antl fo ellminal.eNtlen. to rep.camenl. R. led.,. dramus auang mullion -of vruk and .,,.a wmpleMn of Ne work R.mam win sM an aumalsdabaan sdepuipmenl. Rvpalraamage resulting hom wove. unllpavWj .mrmlons Soe IAAINfENPNCE Pe Repalus: LRepalr.r replace any damaged Wmk b he original reached wM a par To handover, 2.Wham Island displacement of Na parers he, ..,.d aria... to ard, baa aN. Ne wl paver. shall be.pla[ea ago na'x pavers of Ne -,rest acts. to wmply at. Ne managed Kim YW.a and Ne rude- snag be raeslmllsMtl. B. Rlalnlenance: The lns.Iler sha0reamid to Ne sale alike Ownersrequasl Overs pvrktl of One year Imm..cover IO sec MmI, ...dor Do uvall.ahyils lanum 1. eeequa.ly align uhe paverg.wmpaa fe betldingsana orfill NeloMls. END SECTION 32 14 13 • CONANT & ASSOCIATES 120 W¢nRo6111wR5.M Odador 1Mr We 91801-1619 ITme (110761°.1225 mvM.fae6rewuvlmm l"" I/30/J0 PEREMT SET OCOEE VILLAGE RESIDENTIAL, LLC OCOEF, R HARDSCAPE SPECIFICATIONS /]3!2010 re A'GLUKL105D1W L-205 (G)USE OF NATIVE PLANTS PER OCOEE LDC SEC. 6-10 40% OF TOTAL NUMBER OF PLANTS SELECTED SHALL BE NATIVE PLAN WILL SHOW 40% MINIMUM USE OF NATIVE PLANTS 19,515 TOTAL PLANTS (TREES, SHRUBS, AQUATICS, ETC.) AND 1,542 NATIVE PLANTS (TREES, SHRUBS, AQUATICS, ETC.)= 40% (d) PARKING LOT LANDSCAPING PER OCOEE LDC SEC. 6-14 (1) TREE PER 4 PARKING LOT SPACES WITH AT LEAST 50% OF THE TREES BEING SHADE TREES AND SHRUBS/GROUNDCOVER WILL COMPRISE 50% OF REQUIRED LANDSCAPE AREA REQUIRED: 551 / 4 = 13525 PROVIDED: 140 TREES (a)LANDSCAPE AREAS PER OCOEE LDC SEC. 6-14 MINIMUM 10' VIDE LANDSCAPE A APQ�ND ALL PORTIONS -OF BU1LgIN -0) SHADE UK UN��M�IIUKJ \\`1\ �TREff ObR EVER-Q�0) 51,1I1 -DING PrF�METER j �, - � $HR�JBB ANROUN�O�R6 .-� �� i� VC) 6EIALL COMPPR[61�-AT LEAST 5\ , . [a'EQWRED OPErN SPACE LFIQ30 i-F9bl ftRo IDED 3,0 TREE`S \ � 3 LANDSCAPE BUFFER SCREEN PER CITY REQUEST _ MATCH LINE SEE SHEET L-302 M g WAwlM 1111-o'l� m s. wilip, ewd �plodo CONANT & ASSOCIATES unw.nxanlT.nnsba OLodo, l�lmWe3]H0l-]619 Prom (bOn 6laTtlb OCOEE VILLAGE RESIDENTIAL, LLC aSOD �➢ 4 L J 7 � �LC➢ ppg - 1/23Rm40 —D5 � ❑ q Lr�jIF� � me J di Sa"T5? REFER TO SHEET L-305 FOR PLANT LIST x-300 (d) PARKING LOT LANDSCAPING PER OCOEE LDC SEC. 6-14 (I) TREE PER 4 PARKING LOT SPACES WITH AT LEAST 50% OF THE TREES BEING SHADE TREES AND SHRUBS/GROUNDCOVER WILL COMPRISE 50% OF REQUIRED LANDSCAPE AREA REQUIRED: 551 / 4 = 139.25 PROVIDED: 140 TREES (a)LANDSCAPE AREAS PER OCOEE LDC SEC. 6-14 -MINIMUM 10' WIDE LANDSCAPE AREA AROUND ALL PORTIONS OF BUILDING -(I) SHADE OR UNDERSTORY TREE FOR EVERY 30 LF OF BUILDING PERIMETER -SHRUBS AND GROUNDCOVERS SHALL COMPRISE AT LEAST 50% OF REQUIRED OPEN SP4E REQUIRED: �y-'- 890 LF / 30 Im jT, v v v v v v v v c vo mom a � r ILP I LANDSCAPE BUFFER SCREEN PER CITY REQUEST rol TD x f CONANT (NON -IRRIGATED) µ Vii' &ASSOCIATES v..r ®.v v vv�r��l'�•r��i� \APC i J PE � 11DWMRaLhra,fiheet �, i Llo J _ _ �-1 i �� OtlmNo, Plmide37801361> �� 41 JVs �! JTl.ik h Phorc UU06f8-T125 hvww.LeAvmmnf.Wm ILP 3 I I.il G �SIX 4� AR i / 5 LANDSCAPE BUFFER SCREEN PER CITY REQUEST rol WET D N PON (POND N-2) r 1 1 A-. (/30/30 PERI i SET OCOEE VILLAGE RESIDENTAL, LLC i K OCOEE, FL LANDSCAPE PUN C 123/2020 REFER TO SHEET L-305 FOR PLANT LIST —05 r L-301 x f rol (NON -IRRIGATED) Vii' .. .. .. v..r ®.v v vv�r��l'�•r��i� \APC WET D N PON (POND N-2) r 1 1 A-. (/30/30 PERI i SET OCOEE VILLAGE RESIDENTAL, LLC i K OCOEE, FL LANDSCAPE PUN C 123/2020 REFER TO SHEET L-305 FOR PLANT LIST —05 r L-301 MATC� _ e�, �'. ��� III -��.. //i.'._//%��®•I � 13 °e O o_ 4i]s p • o\"t(ac a o I`iiul 'v.�' 'V 1 Tz z �. � i i w ♦� LA e ii �f' zz 'mosey 'f Dile • LOT LANDSCAPING PER OCOEE LDC. BEG, 6-14 (IJ, TREE PER 4 PARKING LOT 5 ACES WITH AT '�01 ,_--_ _ LEAST gmy z„, MORE, ADE TREES � ? •6HRU55/GROUNDCOVER WI.L COMPRISE So% OF �� m I"`aTr m �'� �� r•''uc,L^ �p,pr ■� � { 4 - EA III �e 11 / m ■ md, p 6M ®d - • - s z "_s m c - zsw z z > 5 �- z.� � ae. SDI IF t��' ® �,. � ®e __ _ _ P t/ oei z `3 ' ■� ; ,� a ...TREES � �®ti�■ WAR z z�...: e'<7�� A � ' on ��.YM �I�' 11 `I ■ R! FR III r'` s 's' zz zz'e zz'' z zz z -a � FI •' '' •rz-.'. W G� `rte . -z_r:+i' zz zz � zrV9zst,, fw5Al2MIT l♦ _/„Ls �' I/`■ p � d�°a eeeeaeees 3t �'1 u p � M � ' •+7 I°? a v� ��®i_-1'eeai _ p { e� a� ea_e�oa:`eo: • _ _ s iw moo <�-�!i”' �1'/1®��I���i p 6 � � �p �i ai � p p e - - • • • • I _��i�.■I a^...d-� � ®4 � a�'� ��r-_. •• ., ! I � ��� d� � �� eeeeeoo doe°o = • -•_ - • o � elk.° r� i �>_ _ � � AIA -_y.— � • 1• '� �,�; ��! �T<' i r� it 11 e - .� � ,IM.�► 'mal ,�.. � .. - e••- - 511111_` �,■�e� � /� .ZD � '��' �� � � Q' �✓��' ® /IL/ ��I [ase o _ _ _ —� j® ®��► ,■� p 1 I �,m _►.taeOF TOTAL NUM5EP • . . ■ �, p +m5�� � eaaeaee,.u. -..e �N�UJILL SHOW 40% MINIMUM • 01\NATIVE PLANTS TOTAL _(TREES, s ® °��'�•! ��� � �"��;'�� `�' ego,` � I�%# .1, C e: ,. -2 _ •• .. � a � � ' r`c l fl �+A oeie6otie0o o, p II ■ '�' � � ��e, � I ® � II --II � 1c�`�a,,. y V-b"r- � ' � e I �� ■ A � S e• ^L-7 �a� �� I'�,' •.r9 i9 �� r'+I® p� -� �1 © ���-���I p :IpY p � e ��• ;mmI/ I�' �� ,� ,�° � � IA"•g._� +� If � '. , � � ' e VIII • •.. , 551/4-) NATIVE PLANTO��(R h, PROVIDE[ SEC. S-10 ))40 TREES vNUMBERr OF fVi ''6 _EG,T SHALL BE q„ USE OF NATIVE PLANT& \\ \ • 19,518 TOTAL PLANTS (TREES, D\ SHRUBS, AQUATICS, ETC.) AN' (a) LANDSCAPE AREAE LOCOEEANDSCAPE 1x42 NATIVE PLANTS (TREES PER LDC SEC. 6-14 SHRUBS, AQUATICS, ETC.)- 40% - / \ 1' fNIMUM 10' WIDE LANDSCAPE ARE AROUND ALL PORTIONS OF BUILDING - (uY i ? (I) SHADE OR UNDERSTORY �1 TREE FOR`EyVERY 30 LF OF (POND N 33) GROIJN SHRUBS AND6ROUN�DCOVERS SHALL C(-IPRIB--AT LEAST 50% OF REQUIRE - )PEN SPACE ��, f�EQUIREDi' R \ 890 LF / 30 29.61 PROVIDED� 30 TREES �UG. ,r� \ f ST. SOC 21 us °B i I e P4 ING LOT LANDS ,APINs PERb6cOEE LDC SEG. 6-14 / (l Et PE ff 4 PARKING LOT ® ,."s AT LEAST TREES YT Ej EES BE NG,8HADEH 551/4-) NATIVE PLANTO��(R h, PROVIDE[ SEC. S-10 ))40 TREES vNUMBERr OF fVi ''6 _EG,T SHALL BE q„ USE OF NATIVE PLANT& \\ \ • 19,518 TOTAL PLANTS (TREES, D\ SHRUBS, AQUATICS, ETC.) AN' (a) LANDSCAPE AREAE LOCOEEANDSCAPE 1x42 NATIVE PLANTS (TREES PER LDC SEC. 6-14 SHRUBS, AQUATICS, ETC.)- 40% - / \ 1' fNIMUM 10' WIDE LANDSCAPE ARE AROUND ALL PORTIONS OF BUILDING - (uY i ? (I) SHADE OR UNDERSTORY r TREE FOR`EyVERY 30 LF OF ' \ BUILDING GROIJN SHRUBS AND6ROUN�DCOVERS SHALL C(-IPRIB--AT LEAST 50% OF REQUIRE - )PEN SPACE ��, f�EQUIREDi' R \ 890 LF / 30 29.61 PROVIDED� 30 TREES 6 E) \ • i r � ei//� FST xs 000 Xv 0 ,By' o � CONANT &ASSOCIATES tatw®reou�.onraa OLMo,Plotld°3TB01-161] Phorc (b/) 61&g25 Y�'ll xg OEM '� moo. /°. P V9�If • i A REFER TO SHEET L-305 FOR PLANT LIST I•i enso � c CONANT &ASSOCIATES ]mwmxow.onseea OI W do. MmNe 3]&I1-161> PF (b/I6\4'tl25 V301t0 PE13-IIT 6ET +N OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, EL LANDSCAPE PLAN '� Irz3/l020 °i D5 °tl RL °i b'bGOEL304DLLG (D �L-304 GENERAL LANDSCAPE NOTES L THE CGNTRACTOR PULL WRFY ALL PANT MATERIAL QUANTITIES MUM TO BIDDING WINE EvIDUT CK A VARIATION MEMBER BW RANT LI5T AND THE ACRAL IMMERS OF PLANTS SHOWN OR RIE PLANS, THE FVWS SHALL CONTROL, THE CONTRACTOR SHALL MAH AR A 4V4FIED 51PE.MSOR MINE SITE HOPING CONSTRUCTOR OF ALL RUSES OF THE UAGIR NAOMM FINAL DUMB ACCEP(A�YE. I 14LE5501BEAWEE NOTED M THE DRAVIGS ALL AREAS INDICATED A5'500 -M THE PROD SSWLL BE ST. AUGSHBRE S'JLID SW. 3. CALIPER OF TREES SNALL M MFEAWRED W ACCO.AGANVE JIM AAM STTAM, R SOF 6' AGOVE TOP OF FOOTBALL FOR TAKES 4' OR LESS N CALIPER AMID li' ANNE TGR OF RCXAMALL FOR TREES GREATER MAN 4V N CALIPER 4. ALL PLANT MATERIAL VRALL MEET OR EXCEED THE STANDARDS OF RORIOA W I AS GIVEN N'GR DG$ AND STANDARDS FOR W.6ERY PLANT6 REAL STATE W ROWDA DEPARRffNT CF 46HODULRLCf, TALLAWSE£E, AND ANY AMENDFENTS THERETO. ALL MATERIAL SHALL BE `AND AND VG ,, FREE FROM DISEASE. INSECT PESTS, A+'DpR THEIR EIGS, AND SHALL LURE A HEALTHY, RONK& AND BILLY DEVELOPED SQ,t SYSTEM. RIE REGAL AND SPREAD OF RANT MATERIAL SHALL BE THE DEIEBI MING FACTOR FOR WE FLAN HATEFUAL, NOT WE GALLMNE E.FECRIED. THE WNERM1ANDSCME ARCHITECT RESERVES ME RIGHT TO REJECT ALL RAIL MATEWALFS) FIAT DO HOT MEET THE SPECFICATIg553T FORTH ALL RANT MATERIAL SHALL BE SURAMT TO AFFRGYAL BY WE QWBR / LWDYA=E ARCHITECT PRIOR TO NSTALIATIM 5. ALL p TBALLS FOR TF£ES SHALL BE N ACCO,RD"t HATH TFF MINIMUM R TBALL SIZES AS SFECFIED IN 'GRADES AND STMIDARD5 FGR RUPEE, FLAHMSG; STATE CF FLORCH, DEPARTMENT OF PCOLMERI "ANISE, AND ANY AMPEOMERM WERRETO 6. LGNT,RAOTOR TO SHAIR RbTO5 OF ALL F-RV05M THEM, WRID AND VINE MATERIAL FOR OWNER /LADE..CAPE ARCHITECT MPRs & PRIOR TO PROGUFEREAT. T. ME LANDSCAPE ARCHITECT HAT REJECT ANY P:.Mp LIBERAL WROUG T t0 INE SITE OMICH HE DEEMS TO BE OF K£ROR 04LII1 OR APPEARANCE B. THE CONTRACTOR WALL WRII64 AND PAT FOR ALL CONTRACTOR 51TRIED TREES, SHRUBS AHD VNES INCLUMHO '.LOBED BSFR TD.¢:M)LCHES AND RATTED GROND 00TARS. NE CONTRACTOR SHALL ALSO BE RE6KN518LE ANG PAY FOR RATING OF ALL FONT MATERIALS, ME 5TAFTES OF TRRCE5 AND ME C011NIWJ5 WNTENARTE AND PROTECTION OF ALL PLANT MATERIALS UPDF1 THEIR ARRIVAL AT ME SITE THROUGH FPA. OWER ACCEMORCE. ME CONifACTOR SHALL 4'A MOORE ALL W5T5 ASSOCIATED WIH ME LOCATION OF UNDERGROUND UTILITIES, LAYOR OF THEW AND SOIL TESTING AS OUTLINED N WS MONICAL SPECFICA11M5, S, THE Uk1TRACTOR $MICU PREADE NECESSARY EQUIPMENT AND "ECiR TO CCMFLETE LAND$CMOG OF ME SITE A5 INDICATED N ME CONTRACT DOCUMENTS, 0, NOYJBSTINTICN9 WLL BE ALLOWED. F NECESSARY, ME CONTRACTOR MOST OBTAIN WRITTEN AFPRJVAL FJMME COMER J LADSCARE A¢NRECT. It ALL RAT BEDS SHALL BE TOP DRESSED WM A MNFM'I OF 3' DEPTH PNB B TINT NUGGETS' MULCH, WCLUDI G OWN A 2' FACTS ARCIND ME TRIM OF A TREM MULCH SCALL NOT SE PLACED DIRECTLY AGANST ME TREE TRUNk 12. ALL TREES SHALL BE GUARANTEED FOR, A PERIOD OF ME TEAR FROM ME DAIS OF FNA- NSF£CTIM 13. ALL TREE56H 1- WYE ALL 6YNMETIC BURLAP REFIOVED lFGM ME ENTIRE RWt BALL. PJWpM STALL RFUIOVED FART ME ICP ONE-THIRD OF TH MOOT BALL ME TOP MIME ROWS OF SQU4RD9 M AROUND CAGES A ME Rpt 5A -L& HALL BE CLIPPED OFF AND RELAARD. 14. ME CMWA/ AOR SNA.L READ AD ADHERE TO ALL WRITTEN 6LECFICATIMS. MESE PLMIS ARE NOT YALID WTWNT THE dCGlIPANYWG TECHNICAL SPECIFICATIONS, 15. ME laVTRACTOR $HALL VRU4LLT N&FECT ME SOILS CONDITION OF THE SITE. H: WALL DIG A HN5F.11 OF 2 TEST HOLES 3 FOLK DEEP FONCOILY A ,BUND THE SIM B HW.L PERFORM PEGGGLATION TESTS N MILES HOLES FOR A FE GOD OF ME HOUR EACH ME HOLES SMALL BE FILLED HIMAI WATER D F ME HORE MA ES HOLD MO6-CF WATER AFTER ONE HOUR THE LANDSCAPE ARCHITECT SHOULD BE WMED OF ME FROM M THE CMI WALL RECdiffNO 6)BSTITMTIM6 OF RANT MATERIAL AND PLANTING MtALLAIIW W ACCGt1WATE F OOR DRAINING SAILS K. THE OWNRACTOR CHAT FFVDE A ROIL TEST IN RNR LOCATIONS AND FRMDE I£Cd TIDIDAIIM$ FOR MFNgffN15 BASED ON TCE RE5RTS IMPROPER SOIL SMALL BE ME RESPOBIBILIIY OF ME CMtRACtOR ME CCNTRACtOR SHALL RECWT ALL NJU,R,GED DAMAGES AT NO AppNlMrAL COST M ME OWNER Il ME CMTRACIOR SNN.L TcYIEAI THE `AILS REPJRf CN fILE WM tHE O1NER M Tl@ CONTRACTOR SPALL BE RESPONSIBLE TO REVIEW ALL ARGW ECNRAL ANP EJGWEERPG PLANS TO BECOME FAMILIAR HIM ALL SURKE AND MENNURFACE UTILITIES THE 0ONTRA ITOR HULL FIELD YEF£T ALL BASE KOFMAvoy MI -0 4i GRADES OMEMERKM AND EXISTING CMDINGU$ FRGR TD N,,,LATIM CF THE LLORA' H THE INSTALLATION OF PLANT MATERIAL SHALL BE YELLED AS ACCEPTANCE BY THE CMIWLTOR W EXISTOG GRADES AS SLOW TO HIM 20. ME CONTRACTOR 5HALL PROVIDE TO ME LANDSCAPE ARCHITECT A LLryREN LETTER OF ACCEPtABILRY W GRADES. FARURE TO GO SO WILL EE YELLED AS AN ACCEPTALI LF EXI5TM SPADES BY ME CONTRACTOR A ME CONTRACHMHLL BE REQUIRED TO 5AND APE45 OF BOB MAT ARE NOT 6MO7W-Y APPLIED TO ELIMNATE SMALL IRREGR4RItIES IN GRADES.LAR-E 6RROGI AWTIES N GRME WILL REQUIRE WGRAGIG N RE$OODN& 22 FHE CMtRACMIP IS RESPONSIBLE FOR MAMERACE OF ME SITE NYAUDPG ALL MOWING, EWBG, TROVM. PRUMN6 I SFRJOM OF PESTICIDES 4 WNGI IDES UNTIL ME LiME CF FIRM ACCEPMXCE BY THE OWNER IF PROJECT I$ NSTALLEO N FlN£S, OWNER W LL MADAM RUS?G 4FOR AVON AT TIME W BIDDING F,REI IRRIGATION NOTES L ALL L4NDY D AREAS HULL BE WQAMO UM A TIMED, WtOMTICWOE,6,B+A. 'D SYSTEM UTIHDIG PUP UP HEADS WHENEVER Po ISLE TO PROADE IIS COVEWGE 2. WATER SQUABS FOR MI5 P:RJECT WILL DE REUSE 1 A RAN SEASON SHALL BE FTXIVIOEO J IRRIGATION SYSTEM BOTIL ABUSE TO SECTION 115-5 OF ME MOSS COPE OF OFJNAGES PLANT LIST TREES 6YM PTY BOTANICAL NAME COMMONRAME SPECIFICATION AR 17 ACF.RRVBRUAI FLORIDA FLAIAE' RED MAPLE iV-12'M XSd'SPR0, 111T CAL. (IAIN. 3'0811) BN 11 SEAM NIGH DURA MAP RIMER BIRCH B-12' IR X MS SPRO. 1111 GL B11H. 3' DBM WL B C4WSTEMON RED CLUSTER NEW CLUSTER BOTREAMMHBTI. 8'-1O'Hl X3'-0'SPAR. "- GL, MUN, 2DBH). STANMRD CRC 2B GA TBT MON PEDGLVSTER HBO CLUSTER BOTTLEBRUSH MOLT 8'-10'HIX3'A'BPRO„2�1/2'GL, (MIRY MH),MLLN EO M EIAEOGRPUS DECIPIENS JAPANESE BLUEBERRY S'AVNIT X34'SPUR, 2-i/2' CAL, (MIN N GBHL FTG NE 5S ILEXXATIENUATA'FAGLESMN EAOIEBTJN HOLLY S'-10'HEX3-0'SPR0.. 2-12'GL(M1IIN. 2'OBM. FTG NP R, ILEXXATIENUATA'EASTPALATNA' EAST PALATKA HOLLY S'- III MX3'A' SPR0.. "Cr CA" How. T OOH). ETI NB S ILEXXATIENUATA'SAVANAIT SAVAMAN NO LLY S'-10'MX3'-0'$PA.,. 2-11 CAL, (MIN T GBH), FTG N$ 3] IWIPERVS VIRIINWNA SPIGIGOIA SOUTHERN RED CEDAR 10'12' W X 060 PRD, 1111 CAL I.I.. A MB LD S WISMNA MGG. RIOBON PAD., 14'CTHE,MAMHED,BT MHTTRUNK LION W IAGEMS FMN MUSKOGEE' NVENOER CRAPEAIYRRE 8'-10'HT % 3'd' UPR., 2 IA'GL, ININ S GBH), BULT DS . LAGEW.EMIANARWE2 WHOMRGRAPEMYRRE 8'-10'M.X3'A'SPR0., 2-112' CAL, (MIN. Y DBH), STANOARD TO ] LIOVIOAMAR STRYACIFLUA SWEETGUAI IV -12. M X64 SPRR, Mir GAL RAIN, 3- DOM HE 6 LWIOMNORON NLIPIFERA TULIP TREE 10'-12' Ht X6'60PRo., Mll CAL IMINE I-Mill IR 12 HOUSTyUM NPOMCUM JAPANESE PRNET TXT, FULLMT LU 1S LIGVET .W000A1 TREE UQUSTRUM PIA HIL X34 SPUR 2-1? CAL. (MIN T DBH), MUCH AIG1 N UAGNOLL4 GMNDIFLORA 9D IRANCWIRV DO BIANCHARD SOUTHERN MAGNOLIA 10'-12'M XSd'BPft0.. i1/2 GLIM1IIN. 3'OBW MYO ]1 LAY. CENTER WMMYRTE SX b', FULL. MT W 1 PHOENIXRECLW4TA SENEGALDAMPAUI ]TRUNKS. MCT IT.: 20 CFM., SPECIMEN PE C, PINUS ELHOTTI SLASH PINE 10'-12'HI X56 SPRD., YI= CAL (MIN, 3' DEN PO 12 PLAPANUS OEGOEMAHS SYCAMORE 10'-12'HT.XVGSPRO,dI/ GALIIAIN. 3 -MW OV1 83 ME9GM VIHPINI WE OAK 1 1012'M%6'S SHIM, 11/Y GL(MIN. 3-DBH) OVB iB OUERCUSVIRGINNN4 WE OAK I f0'-12'M%SE UPR0., 11/T CAL HAIN. 3' MH) PSY 22 PHOENIXSYLVESTAS SILVER DAT: PAHA IB'CT, 14'IX4 TRU NK ATTIC, DNMONO CVF M1 ]b ..U. G.RCHUM BALD CYPRESS 10'-12'M%SS SPRB. iVT CAL(DIR 3 -MIT) VA 21 UIMU$AIATA WINGEDEIM IV-12'RN, %Sd' SMITH, vnr CAL,(MIR T DEW ORA 2O JULARS PARVIFOLN ATEE' ALLEE ELM 1V-12' HI Xfi6 SPRO, DVT GAL (MIN, 3' WH) UPD 14 UTAIUS PARVITOLW MORE' 11JEFIRSEW 1 1V-12'UPXS-E SPUR_St/T GAL PIN. 3-DEW SHRUBS SAM I STY BBTAW.LNAME COMMON NAME SPEGIFICATIOH ABU 386 PONIEOERW IANCEOIATA PICKERELWEED RARE ROOT. 18' DD (QUAL-Y MNAJ UATCS W MAMBED) 388 SAGMARA IANCIFOLA DUCK POTATO BARE ROOT. W QQ,HQUALLY MNAOUATt3 IN PLANT BED) 385 SCHJMWQFECNS TABERNAEMOWAM -SOFF MIA BULRUSH BARE ROOT 18- OC(EOIALLY MIXAOUATCS IN PUM BED) CAS N WINCH AWGUSMM QUEEN EMMA' QUEEN FBI ORINUMLRY ]GAI-.T 3',ACCEMFULL CAJ 6 CAMELLNJAPONIG JAPANESE CAMELLIA 15 GAL. FULL ACCEM DEG 1321 OUBNBA ERECTA' GOLD MOUNV GOID MOUND WRAIATA 3GAL. RVAF X 12F -W4 SIP Q,B q 2065 DEBT, WI IYUMAFRICANIRS I GAL, ST PPP, FULL IV OC. GG 168 GAIPHIMAGIAUG W.Ll15 3GAL. W-OY-24'-28', FUt!_ 4B' 0C, IS 8 ILFXEORNITAGVRRBD' BURFORD HOLLY ]GAL, FULL ACCEM ILP 320 ILLKNM PARVIFLORUM YELLOWAN'U, 3GAL, 24'-26'-24'-2B', FULL 48' GG NS 1642 ILEXVOMTORN SMKES GAM01 DWARF YAUPON HOLLY 3GAL. ILLS 'X15-18'. 24 OC JRP3l JUMPERUS CHINENSIS BLUE POINP BLIIEPOIMJBRIER I SOAL. FULL,ACCEM JP 2512 LNIPMRUS CHINERSIS PARBONIF PARSONS JUNIPER 3CAL. IV-24'XOT-24'. JUT OB, LEG RAT LIROPE MUSCARI BIG BLUE BIG BLUE URpPE 3 GAL, S] PPP. FULL 18' OR, LMB 174 UAbPEMUSCARIVA8BGATA' VARIEG4TEOlWOPE 3 GAL, 57 PPP. FVq 1B' O C. IAV 37D MCWFBERGI4 FITARl5 MUHLY GRABS 3 GAL, 24' -26' -24' -GW, FULL, W OC MUT 440 UMLWFRKAGPIlTAWN MUNLYGRA$S 3GAL. 18'-24° X IT24',OP OO. FM1 M PO_SDCARMS ULCROPWLIA POODOULTS 3OWL. MIN.IFXM'-M'SPRD, FULL. 24' O. C. INCOME) PMD 552 _ POWCARPUS IMCROPHINTA SWARF DWARF POWPARPUS 3FAIL, 16'-16'-1VAW. FULL. 16' O.C. PN 328 PDIOSPOPVAI TOBIRA VARIEGATA' VAWEGATED PMOSPORUM 3CAL, IK' MIN, X 14' -IB', FULL W OD. METTLE) RN 1623 ANPHIOLEPIS INOICA'ALON IMMN.ONN 3 WELL, WAR X IYAW. 241 C. RUG 213 RUSSELN EQUISETFORMM FIRECRACKER PLANT L. 24'-25'-2ll. FUIL 34' OC SB HO SPARTUR, RAKER SANOCORCGR4S5 3GAL, SI -4R2 -28', FULL M' GG TRF 467 TWPSACVM FWAGANUM MATUFFAHAHVTCHEEGRASS 30AL-OV2WBIP23.FULLDJOB VO 243 N_BVRNUM OBOVAMAI WALTERS NSURNUM 3MAL. N--23'-24'-26'. FULL, 48' D.C. VOW 1836 ASURN_WI 000A MISS CHILLERS MUGHI' OWANF WAWWS VIBURNUM 3GAL. 1121 X 15'-20-.3V O. C. V$ 4]6 VIBURNUM SUSPENSUM BANGANKWAVIBURNUM 3 GAL. NOR IWX ICAW, FVL1, I B.C. (IEDGE) AP ST2 MIA'UMIIA COOMIE T1 GAL. 11-10'XHV-i R', BY a, IB 2AAIW FURFUPACEA CARDBOARD PAUL T GAL, 3'% i', FULL ACCEM NOTES: CONTRACTOR TO TOMB E DBH MRFMM TREE S1ZE COPE REQUIREMENT W PRNRWi FI -ANP MATERAL WIN CORRESPONDING CALIPER SIZE. CONTRACTOR t0 HAVDE PICTURES CF ALL PLANT MATERAL TO LADCC4PE ARAHITECT FOR APPROVAL PRIOR TO PR REP ENT AND NSIALLATON ICA CONAT �N�mT� &ASSLll HATE`S 29owI,LTrRnm3DASNNN OMMo,3MNe9IDUl-1619 I'6om (LLm 6162995 WPw.fwbmuOL®I ,A1- l/ .. PEiGET OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, M. PUNT LIST & NOTES 1/13/]ID]0 A$ NOTED D5 - RG m�5FRL305D1AG �L•305 rt(' PLAN VIEW ; TnE, wa��mmw,N gw,aEmPRR..R, . �1ro:E�ua u,msw AaVolFrovcawG m rsE remwn,.xroazasiceamne w. em[ roY4¢zglT,o h%YN VE �6 �YULL EE Nw'IEamprex°LI:S n 6sE`5,P/F°�MC%Mi �MCLE N6VPtNaal ldr:RMfW CP P"orBYL SWI o'P/MBrRn maK °aru�ris00aE"OErzcv`i"uumo� oQF'wv a`�ir�i L MawwTeu:n rte% e M, [ PCvtESie+aa awpMn Er V+'OY/3E ro�r�E� lxlR Nxr m ve, ,w a iwt azar u Eva cmm% �i�wmrw�m�,ls'srt. n,.d wrta an WLeKmu h, °41YeeLs4W1. CE NNRG LARGE TREE PLANING DETAIL BALL AND BURLAP SABAL PALM PLANTING DETAIL SC.YE. x,S BCKE. H,a n�..moo uaa^�.e1v.� wE.uu�aarw.raoPmrw sE�ro rexE�rm�esxmmeEnvo �,r�n VIEW jft��,", %°sreiwvc w.E elveEs aurow ° rae�rne°V'�r Em�i yceEPr�urocuE w,aRia6iE0R � `L 0.O. FDT— V iwTt SMALL TREE PLANTING DETAIL (CONTANER) mum KAN PLANING SHRUBS AND TREES ADJACENT TO HYDRANT IOS�AWV°EiER� DID, �1 ega °o,wn aaxreai �wieeva n mu an"IDwaaw`�" aza+ TTR xekv_waEUEm°u DETAILS un,om rEm PFewwx�cewmEa ar en m5 Ir,DIXTIARj�T °asrs�ea-amE it f¢wra rurwa,le ._,. rooms s°sw cer� MULTI -TRUNK PLANTING DETAIL c�uE. urs. 1/23/2020 A5 NOTED o� -'E FRL306DM k ; TnE, wa��mmw,N gw,aEmPRR..R, . �1ro:E�ua u,msw AaVolFrovcawG m rsE remwn,.xroazasiceamne w. em[ roY4¢zglT,o h%YN VE �6 �YULL EE Nw'IEamprex°LI:S n 6sE`5,P/F°�MC%Mi �MCLE N6VPtNaal ldr:RMfW CP P"orBYL SWI o'P/MBrRn maK °aru�ris00aE"OErzcv`i"uumo� oQF'wv a`�ir�i L MawwTeu:n rte% e M, [ PCvtESie+aa awpMn Er V+'OY/3E ro�r�E� lxlR Nxr m ve, ,w a iwt azar u Eva cmm% �i�wmrw�m�,ls'srt. n,.d wrta an WLeKmu h, °41YeeLs4W1. CE NNRG LARGE TREE PLANING DETAIL BALL AND BURLAP SABAL PALM PLANTING DETAIL SC.YE. x,S BCKE. H,a n�..moo uaa^�.e1v.� wE.uu�aarw.raoPmrw sE�ro rexE�rm�esxmmeEnvo �,r�n VIEW jft��,", %°sreiwvc w.E elveEs aurow ° rae�rne°V'�r Em�i yceEPr�urocuE w,aRia6iE0R � `L 0.O. FDT— V iwTt SMALL TREE PLANTING DETAIL (CONTANER) mum KAN PLANING SHRUBS AND TREES ADJACENT TO HYDRANT IOS�AWV°EiER� DID, �1 ega °o,wn aaxreai �wieeva n mu an"IDwaaw`�" aza+ TTR xekv_waEUEm°u mod � c CONANT &ASSOCIATES .m em m+ - 191WW NONreonSheet �w Ods,do, l^mldE3L011-1619 l'hom fM�Hb2b.9 SYLVESTER DATE PALM DETAIL 1 m°� TYPICAL LANDSCAPE ISLAND DETAIL ftm n SHRUB PLNNUNG DETAIL ou rcwceev ,A 19080 PEWIT SET ���u��sr�oa� ressu�¢Et ¢rcRnsa�enaia >s� SHRUB PLANTING ADJACENT TO CURBS DETAIL .I, w5. OCOEE VILLAGE RESIDENTIAL, LLC r. wffia PLANTING DETAILS un,om rEm PFewwx�cewmEa ar en m5 °asrs�ea-amE it f¢wra rurwa,le ._,. rooms s°sw cer� MULTI -TRUNK PLANTING DETAIL c�uE. urs. mod � c CONANT &ASSOCIATES .m em m+ - 191WW NONreonSheet �w Ods,do, l^mldE3L011-1619 l'hom fM�Hb2b.9 SYLVESTER DATE PALM DETAIL 1 m°� TYPICAL LANDSCAPE ISLAND DETAIL ftm n SHRUB PLNNUNG DETAIL ou rcwceev ,A 19080 PEWIT SET ���u��sr�oa� ressu�¢Et ¢rcRnsa�enaia >s� SHRUB PLANTING ADJACENT TO CURBS DETAIL .I, w5. OCOEE VILLAGE RESIDENTIAL, LLC r. wffia PLANTING eao anowwu � TREE AND SHRUB PLACEMENT ADJACENT TO BUILDINGS L-306 ..R. T5 . ��rm DETAILS un,om rEm PFewwx�cewmEa ar en m5 1mE.,�smie�,ro eamre xnsn eEnnvEn ernes, °Er,1uE,wffrvE ._,. rooms s°sw w wur�ura 1/23/2020 A5 NOTED o� -'E FRL306DM k eao anowwu � TREE AND SHRUB PLACEMENT ADJACENT TO BUILDINGS L-306 ..R. T5 . PART I - GENERAL 1.01 SCOPE OF WOW( A pro Shown shall govem Ne furnishing of all sod labormafeaals. egNpment and seMws newssary for Ne wmplefe Wdimlem of allsWtlingand Other nemsI "I, to -Mat. 0. -*as swem on Ne OmMng3 entlas apedned be,. tat GENERAL REQUIREMENTS A See orarvinAs (orate. to SO wdad, B. Labs vena"Im"be".."abyean ldscepe.'."anmman "T"I".In plant m abtlap,.Motto., maram, Florida., and moNNagan bemsen lW aadnulavry. C. CooNMabwoA wire obwleIn. Ivor, m alae, W OOp ll.(heating-of we. LEE APPLICA LEOOCUMENTS A defollo at Canadialn onoll6eksrval Nopond.for. RACpaddndund Print flan 1. Eegn(n Jolnl Cammlgeoon HONmlNral NomendaWra A1CHNI SIandartl Plant Namur. Sowntl Etlltbn 11gd21. 2 Pmelban NaWnaISUlPNsl}Zfi0.1-2sOd Nursery sbck(sponsoretlby Ne Nnerican Assodagan of Nursegree,Io.) J. Glatlos antl GUntlards for Nur_ryPlan�Pa. lantl lL Slate Plant Boartlol FloMa. PART2-MATERULLS 2.01 TOPSOIL A. Il Ne gI.nllR of edagng blood.1 cavatetl lopsoAls lnatlequate101aNtling.sulfdenl addilonal topsoil shall be Wmbpe6 Topsoillumishand Mat be a naWai lark, III son, possessIG promodedsass olreplbmdtfgve pra operated Its In N. NGnlR. IF shad operatedfmm d naWlMy wN waned areas. Treated ""'be MNout a mWera of wry l and be From Johnsen times(Sorghum but.... a.). nulgraas (CROney mNntlON antl ntl Waksubdances. A Shell be ground threaten,(COmae)commning nothesNaaM% of WUl amonater, and shag 1�L �5J�,l�illi5 A Palms. exwpl cabbage Far ... nal unless alummese IddIade4 Karl be bWapped,..do of palms 2. Elloambreg.Gars for Regenaaktl Sabal Pales: tl parush oCO. grit Intended fairs. In Ne utak madless 0. Galtm Mpnwlane Urd be a naturzl lMestoa, ntlesgnakdbragdwlfwal use. shaw llnbvin not be mo -bound during planWcce g will not be apNble. ConUlnriz eshnnatemleuy dgoO �� CE 3.04 REQUEST FOR FINAL ACCEPTANCE than 55 pervenlo(foNlrarbonates, and shall hagmuntlm Na150 peunllvdl passe 100 mesM1 enlig qul'st, The Conbdor shag be reSWnable for hand waladng Ne Sees at rine of tldlvery Nmugh Ne Phone( he SuRerked drM1ngbedugntAM .firm o Th.lha 3'diathe eterFrank ball belledands tludon lea uspert slave entl 0 parce wassa20 mesM1 sieve. p Nne al Mal th-Ston. ata ram mnsldent elan Ne nursery watedg sdndule to assure Nat Ne See area at go tory s1mwh y A Toe Gonf2dor ahag mbm O H to Neor M1ls Re msenbgre boOrion, alawrlmnre uesltor p 2WPRE-EMERGENG E WEEU CONIRGL C. Phmnd darouraaa'hf what shag regdre a Ce N.muon of Vadely mNfying Ne genu s, species a Faure to meet me minimum requirements for memball measurement or FlmNa No. 2 lead want In Anaa'..'nw of Nvgmssln k TIIeR gww sued shag he submMed alkastten tlays piw (ogle 2.160PECIMEN PLANTS Table 1 al Gmtivs antl SmndaAs Ior Palma2o15. The wndi0on o(Ne gals wag be noted and NBConbadawgl be i INdabonce A WeedmnSolshallb Ronstar2Sch manulaatmatlby Boyar Envhonmenlal5dL, a. Evidence of palm waWft or symptoms of leNal diseases such as Fusadum Yal GalW aWit all Damage lv Ne vaswlargssuv..alar Nan 3(4'tlwpantl ttwmllun l'INtleor3'bng. IS'anw. notlfled if meHlenanm is to.agora, mahnal dirinada, am..0 or aCap a"mi"no duredrts.at -The A PA.c.,rader probbang NV NOIIw,,a011 to ll plan6sped Abrupt mpmNg wlWn Ne lop loo' of Ne.o , Wnk reducing V. sail by mom Nan 15%, as Fallon b meet Ne minlmum OrMlrements for mentooll measurement or FlaWa No. 2 feat wont In Caphapna008,her,Fl41. rida US opine duG represenUWeal C1mGwgwoOgwd FlMtlaUSg ..-.Avor or Of M,oI.,,.aro S Mae to asheasaalval The Connacbrshag noOly IM1e Orvnerso NeVmay agree ona0mebmuNapy Napednmelabrawa I. Roo.[Iearewl wdam bas less Nan OR. coveted by vlmhfe mol, Sall by sd Mclrea. 3.05 GUAPANTEE ANO REPtAGEMENF CM1IISKeVIJhas(mm, Telephone Bl3.]582304. ofan appr.vetlwryal. 13JORAnasverawmorwnvalas. plains. The Ownerwlll lnspmlantl Ug Nose plants Nalare eccepdble torose. Expenses lnmmtl by a. PaMSlmpmpetlV sfaketl wusNg vaswUr LLssua Njury. I, Palms Improperly Staked whang vaswWr Ossua Injury. 19mR0 PEFd'Ii SET Ne Owner lar a"' plaweaoanl ISO, '. of ".admen plan6, at any (ling M.,amto a...an., Fr ... sumamnm. A. At ad she 11 be a... .a Par a period of firy Red days from N.. of pry.-ar., 2.05 WATER wed! a... shall be Ne respanaiAgny of Me Canbadm. CONANT B. Replacement Of sob necess ,dorm, Ne malntvnanca Pon. .1 be NeettlIVEA ty.11. LOnbado' Ource l(or possible mlla...O. N.. sm. The Oak vandalkm, behind by Owner«acls of amgllavnw on To p rdof.m. CAI be vad ul Ne greenly period, dna al any amu dors, The period any spar Nal of. or Is solN aatlslaMry w adMon, as amwmle by Na Owner and Ne lanaswpa A4[hned, ahael be.moved and abovOf Me l e The Lanrsape Conbadorlshul be t... IREMv(w Neawaplot Me11material ars lag Wou0lnvtl Men mov, beat.,be ` D.Th.sine11.11 may be..addby ogre.... lar any maledal to maevedin Ol.I.t Ne ad of ,he guaranty hand. ENO OF SECTION J2 g2 W SECTION 32 g3 ad-IANOSCAPE PA RT 1 -GENERAL L01 SCOPE OF WORK A TMs section mvea mrnlahbg and 'met,of lardwape plants dna nonylme ."(.data covered bV NearaMngs antl Nese speGlkallons. The rvorkshall lnWtle maledal", lab., aha merhead ervlres as tlescn2 H herein antl intlkatetl on Ne OawNgs. Also, NavmlkehallNdutle Nv malmenanm o(all.teary entl.(anon. areas YnbT acwptanw by Ne Ovine, ed, Ne bllalme.tola9 guarzntae pmNsbns as hear speagN'. 102 PVW➢NG LAYOUT A Water will be SwAlable lot use on site during Ne Furthermore Installation at no Past to Ne Conbador, Care Shag be.1mdeed W..a,. Nat wary, is kept flee of barred rheMeaN, adds, alXalks, or any subsUnce Nat inlghlbe M1amluib planlgmWN. 2RTA DFICESIECMIT A PnLLdeslaant shag bean emulsion type,filmvonnmg agent deslgned toperMlbanspbalbn, but lelartl excesslre bss of molslurB fmm plants, socio as Oorvaxby Cow ChemlPal Co., ar W.t-0mf by NuaerySpeGally Psatluds,Ina„areaeccepbbN equal. T In antldasenovdi alln ff, v wNNe m'mdpv'mis fogy Itlenllgetl mnlalnals dna shall be.teed N amManmwHb manufadumrs InBbualWns. , 2.OTBORIGIOE A BBddre shall Dedays manufactured by FMC Cmpwa6on. Miemphl, TN USA warrourpon.l.deationswour Telephone Ba0321,1My, or m.I.5fi5..O1, « en appmV«l equal. 20BMULCH A Al muhb shay be pine bard,.1.1 Feems. IGO hehuma maena,..do N', or hese, Arran a$. ... ti Ilso mora d on be tlmsNngs, shag be us ad. 2119GUYING AND STAKING MATERIAL A Slakes far ...a shall be NbI... Tone Earth, System. 2.IODMMGE GRAVEL 2.19PALMS (it Required) 1�L �5J�,l�illi5 A Palms. exwpl cabbage Far ... nal unless alummese IddIade4 Karl be bWapped,..do of palms 2. Elloambreg.Gars for Regenaaktl Sabal Pales: shall bo tied and an ... had Inaa.,debt peoples In..am..IN he muppr es of If.. A ..fare beginning soots. Na Conaador shall lnvesllgale and noth, N To field, Ne eudenm antl Depadment of AgdPollme, Grades and Standards for Noxry Heads. Pad II, Palms ars Trees. 12D Wa1Rs:bkmufhttl N FERTILIZER Osiutlo, Iporlde32H0t-161] R. 6peil have , Sallheavy beeaight tdtoe Ain OF hands. Soared pal mtFR,Ahagthe mhahaakd, hoodsb Gabel have henry Strparch due. Phone( he SuRerked drM1ngbedugntAM .firm o Th.lha 3'diathe eterFrank ball belledands tludon lea uspert L� pherra tied pmot FaIngu A abagal,a. pexcesga pressure perste when wWwiwen the Frank etlndDate pal Neadsamal y 0 ReOre lying Ne M1ead. Canary Island Date palm heads shall btletl using a 4xAxmd pole. bring Me avallabde. Plans and spadgallons ofrdmMwoMmayh, obtained fromereOwner. C. Phmnd darouraaa'hf what shag regdre a Ce N.muon of Vadely mNfying Ne genu s, species a Faure to meet me minimum requirements for memball measurement or FlmNa No. 2 lead want In antl subvariety of Ne malarial, Stand by On mdedal aoppller dna na... O. Al palms to be MO,.d by the Landscape Conbador prior.lnsragaWn. Table 1 al Gmtivs antl SmndaAs Ior Palma2o15. 1. Elinne ug hours for OF Palms: U. Tie Conbaclorsne0lowiv all general.(vino,. points: fakep2augonafopevent Nelr a. Evidence of palm waWft or symptoms of leNal diseases such as Fusadum Yal GalW aWit all Damage lv Ne vaswlargssuv..alar Nan 3(4'tlwpantl ttwmllun l'INtleor3'bng. mL pbyla"perms phenomes,TwIS'lopsh bural ar PhylophNon bud mL gI1td nq; HOrm be layout rmk he magramdbb par .1 foes, ekvalbns aadrceasuremen6 dam, F, Wood boning loom degree.. Abrupt mpmNg wlWn Ne lop loo' of Ne.o , Wnk reducing V. sail by mom Nan 15%, as Fallon b meet Ne minlmum OrMlrements for mentooll measurement or FlaWa No. 2 feat wont In %ewletluntlarNe wnbaG: exercise propos pmmWon la verify Agureson tlnvMgsbe(wa Uying out work RI 10 mI. dna Stanch d. for PWns ONE I. Roo.[Iearewl wdam bas less Nan OR. coveted by vlmhfe mol, Sall by sd Mclrea. d D ... ae b......IarNue ...Nan%- deep ars mare Nan l' vi or Slang. QMa„ a. AbmpNaperim arithln Ne lop toat.1 Ne woody W nkredodo, Me &..a, by nide Nan 2a%, a. PaMSlmpmpetlV sfaketl wusNg vaswUr LLssua Njury. I, Palms Improperly Staked whang vaswWr Ossua Injury. 19mR0 PEFd'Ii SET g, E%bme sumalena, Fr ... sumamnm. I. Naturally oaumng veNOl fissures excee&S ondream tlepN, h Tv-dbsuch eNleness Nal50Ye w.I passe t00mesh slave ars 90Y<nv9passa26mesM1 Seve. A Where dichaled an Ne drarvfngs. orwhap. Sea mnmaona tleem. eecessary, Ne Conbador are. 2. Elloambreg.Gars for Regenaaktl Sabal Pales: A ..fare beginning soots. Na Conaador shall lnvesllgale and noth, N To field, Ne eudenm antl LRIall gmvd"obtains saver"turas anNorplanting areasWalaN SW tlalnagaantl percolatlon. r, T a. EVltlenw of palmwaev.s or aymploms oflBNal nilseases wM as Rosette. Wit Genatle(me Mt N FERTILIZER Iool all undeGamor ugllbpar lo� s ad (piping,ars bke ptemutlans bprevent Nelr Intends She a dea he OwsWas tle1. on Ne drawings, or as db.e by tlretantlsmpe Island- not, phim prem. dbvases. TbteNvbpsk trunk int or PhpophNoa butl ml. --- dtslmtame. IF all he Ne Rspvnsdba,ofthe eonbador boblata ag Sao Aformalbn as 11 is ande Gralnaga gavel Irish .,.Mt .1 -at.. dean Fired Y4 IS. be 2 Istma In etre. K Wage krdn; lnsed damaga. Cammerdal. Ivhatual shall be 888fO1.0Ason. Of.1060% of Ne Nuaryon("la1he avallabde. Plans and spadgallons ofrdmMwoMmayh, obtained fromereOwner. a Faure to meet me minimum requirements for memball measurement or FlmNa No. 2 lead want In ea-humalcumde form and shallmnMrm b Ne applicable SOO Fadltrar talus, Itabafl begranuMdetl 2.11 SOIL SEPARATION tMTSIFILTERFA MC Table 1 al Gmtivs antl SmndaAs Ior Palma2o15. so Nal So%Isbdauna l&meshsaeen,umfwminwmpasH n,dryaditeMmdng. U. Tie Conbaclorsne0lowiv all general.(vino,. points: fakep2augonafopevent Nelr all Damage lv Ne vaswlargssuv..alar Nan 3(4'tlwpantl ttwmllun l'INtleor3'bng. gI1td nq; HOrm be layout rmk he magramdbb par .1 foes, ekvalbns aadrceasuremen6 dam, A bill "..eatenmats.ITlnNwted oa the anuria.. shallte M1lbfl butte asmanubdured by a11rark Abrupt mpmNg wlWn Ne lop loo' of Ne.o , Wnk reducing V. sail by mom Nan 15%, .W SOD %ewletluntlarNe wnbaG: exercise propos pmmWon la verify Agureson tlnvMgsbe(wa Uying out work 350o PaAxaylane,Ogesuchhomvsg GA 3g0g2ameno W..2NAI64) oremprovel equal. Flats I. Roo.[Iearewl wdam bas less Nan OR. coveted by vlmhfe mol, Sall by sd Mclrea. and be maponsmle far ........ urging (,amfaMs. hu made. suM pmmugay. TM1e shall be lnsmlletl as lnrvidl on Ne dnMngs, and Mges widapM1N a mI,h-mof4lmhes. Cate a. PaMSlmpmpetlV sfaketl wusNg vaswUr LLssua Njury. Soa shall Me SL Pngusane Florafam and Agentlnv Dahla as mlNmUw Oawirgs. Sadshallbe Conaador still make pard measurements for his ..a war, and be rawarghl. for Hs sera,,. shall be Wave to.,butleadng areopme1e wsbbe did,Na lndallaU.E process. Fr ... sumamnm. hes,, hedNy. Ddre stams antl a6"O tots. Sd shall baohlalrntl bmappmvetl "aurins whom _ I. formally coding veemal rrssuns. 1. modern W depN. Rewe kdeary antl NkMy realed antl I..fee. .Rod dmf dna fairy do. Th. w a depN shall be O. Nwooluandes between mnphorn. RM, an N. Ilk 0 a mnalkns Irrigated Ne M -II 2.12 QUALITY OF PLANT FIATERW. unllolm antl l'-11I2'Nlck sod SIGH be Free of nut gmss(Cype am raw atlas). Johnson gags shall be.,IS,to Ne agengan of Ne comerbefr. or at Ne praw ,ISO, .a are shake out. 3. ighmanamng (ado. for Capped Sabal Palms: (Sorghum hit ... nsel. antl af�er blo enable Vardy. antl shall ml wnldn match( sMCM1 Of be A Outlnq lnspedlon.asat tea M1erelmdr,.0 plantmaterial vrN foredgea ars rejectlons slSl for a. EVMence of parsweevils orsymploms of leNalnilseases Sul as Fusadum WiL Garwtlematelt deltlmanlal to Ne tivvvlopmen'o(Iha Wrf D.In Oeavenlafavadafbnbetween Neplan'IIstand Neaa,InumberolplanWshmmon Neplam, based upon Nese standards. Pll planisslall mmplysNN lee, ars stela WrtequWng lopectionlor on, FORaplasma ale.how. Thhl.wi ile bunk mt or PhybphNwa butl at 2.05 REQUIREMENTS A 91 me yeran Ne hint(e of RISK allc'and lot satlmne and a. areas at.. by Ne Theracfofs apeason; shall be grassed (s W c dp PART 3-E%ECUTION A Mdl,: Meas to be g..ad shag ba aided lo,a-. depressions, andueump,a ad megulaWes In Ne surlaw beta. gassing. R Train: When 111.demreneby0toms... Ml.ed Nat me .9 wnanbns waren( awrial Shag-, Ne area W be grt aM1SI ba Noroaghly phot W a depth of 3-werema plow and dine hansom r rotary filth, maGMery Mill a art ubla sold may he. been prepare. ars no cods or dumps .mala laran ger N 1%, 11,', clamant. [Applying time: ThepH of Me bad shall be d..-I,e. IF Na pH is but- 50. soITNent par. shall be added to p... We a pH between SS antl G.S. The time Shall b annewi y lnwrmumed IoW me Up MO. to four, Inches of Ne grit, Ume antl (.dryer may be appllean one opOa... Ompnumen.,a, th. n.-vinsball a dotal Me nib"110 psunea pot 1.0.Msq. g. antl shall by bmatlrast ore, Me soda. aper Ne sM h es been pla2d. ESdaing: Soa ¢M1ag be place waNn98 M1ours of harvestlng. In eNgon eeshal not be leRstadetl far SOIL., Man 24 M1ours. FFndngF.: lIe grit shag ba ssaketljustpnorlo placing sac. Fochiprown sldpe-Jshallbe belle grmly agaNst Me lasl Gaps sM1all he aIle web plows alga enc Wpsml. The SR1 "bag of W Qrseep lMae. Made,. Immelikely a., Mo., and, OR he p.Jd. from mond MM and. G.Waleang: Sotltlbg NJl nol6v aulloNN UNess Ma planar. wi baaamdsnrewntenikvN susyantbpmvenl Nelmmelaladgingoutolnanlyplaacwa. WakrMaabeappiiegbrb setling opaapons. NNear...-0a1fNl otwalershag ba appfretl unponnly Wag areas Wbe¢Hoed. In aadNon. rvateng AR be required over of a map on hall aegig has Irwin wmwate. This a odea n nb ba meanotdererMaro.famesaversodingtesbeen..platenars fiat/amount naueadanebag ml alwater Haar Newire aaa¢Wae. wmeaig ¢nallbanne Nanumber I willpremnlemsbn Joe Wthe appllwpon of eawsdve quannleslnawnwnbalearea Water .0 sose ¢Hall be pmWtle by Ma Glrne, Kfaamer Cover. Al aoeas to be gasses shall be pralodetl agalnstemalon alas pins. Fwgabl%on during Am., mantis, Italian ryagmss shall be pladed at Na 1. of four pude per 1000 sq. M on an areas whikh are .,(..(aria by pan..mail .tele I.Claan-Up: Ale%w4s Sona%res"araS4 male,weeproo.t ado.kra crahbgbe rear. from Me Ina .ally aaa sol aeowe to awrmr&ate. AI vaae..aa Shoo b.Mpf dean of an nine(. 3Malnlenana stall hegln Immetllately loaaning Ne last opeatlon 6(setlHe ars mnMue unm.nal ,,..lance. Malnlenance shall Noted. atimpt. marving. repbngeg. and alloNerrvon newssaryb pmauwaanighbrated.1,qus. Gassing vAll ha mnsMme (wfinala®pnmarvM1en Nu permanenlgrzss B bealNy entl 9mwin9 cn 1a0% of area Iobe.mWe. 302 QUALMCONTROL A Conbador quality wntal shall apply W an work W Nls SecWn In aawtlame forth Me low OSLO of DMsbnl.Geneal Requtmmenls E%wpl.bre sped( Ily moving. and approval snap be pakmmtl by No Conlmsumbad.hr, .afro(repasenleaveorememberolb. scall. Wh.e lllsspetlaei Nata andel, slon be mane W olhaa rot approval, Ne arm nts pri nutivesnaa leddb mforasbn aaa sags(, himself Nat It mmplles with wnbad requirements prbrlo submsbn IoaNea Iwap«oval. 303 COFURNOTOHSRECOPOOFCERIFICATION A LMbaM..It be.,,lt. ih. Q. Yer-adplepr NefdloMnq, and Nree mples earls olsll damnienntlan snap ba brmsne Ne ofanarr«remra prvowa: t CeN! IOrCarormanrewlll be repulrea for Ne fnloning: God b, c TTap.p-I a. rine 2.Tesler: The results of lar laid. ....artaslspedfan, Oman ad alMallapr bapubmNea, 1Ta reports snail lntlutle be pd, level. Ne amount of organkmaa., antl available pgosphoAcatla N. Plane still.aryl, 1.03 HORTICULTURAL STANOAADS A POOL d., prime,..lnhareti wlkdM maledal", stalk I ad11FLORIDA NO.1 orbeser as aullbad under Grades antl Stantlartls Ior Numvry Plants Pads I antl IL SUI. PHnI FI of Fbtltla:andshallalw mnfarmtorall as n.V dDtlforNurserySlinkANSI(ofNp- Nasonal SUntlards Insgktv.lnc.)Z60.1-2aa4 as appmvetl by Ne Pmerkan AssWagon of Nurserymen. Y, Al plant names SOM wnfmm to Ne names Blaen In SUeaNtrar Plant Names, F -V EdHbn, VVo .repairs by Ne/unedw t.- par mM0ee on...S acral No of ealure. Names vl vdMlvs sol Indutle Nealnshall mn(ortn generally nnh names aswpervlry Shallbrie. AgpUnl ova, is qmq- humn. bolanlal,mmmvn antl variety name. Bobnlwi name shall have prereaenm over C. The Landscape Allied Sha. have Neagh, at any stage of Ne ocengos to rears any ad as Iamb and matarlale Mel to ID opinbn, do nal meet wall alere pprond n. of am. SpecHlatlons Sul rekdad mend.(shall be.move Imre Me aIle and.-a.m. makdal subfnu0tl In he IS.. A. AN adfudrionalShall be I ... ad. by Me flood. OrgarMem of Aspecraot, asrerabbi by sham I- F lents of a Rada lass an feel Api In Me says gt. HORTICULTURAL RUNDAP0.51v1fl not he aasepie. PART 2-FtATERULLS 2o1501L BACKFILL A SON for bashed.(ears. areas and plant pas sba be Ne e%.Mg sudave sol. lee from subwd ob)edlonabla and, title, sampt, Sall day, Bones, dump; rm., pard, '.a VVwIa we.Mar, men, It...., asphalt or any other mateaal Nat may be harmful As plant Mand, or ha derpl.dred operations. body drained sea shag Ml he me, G. Soa amendmenps shag be added to Me sag In M .... Oil and manna, press dby m1 analysls WobUlnagur-drFird.5. Results tram son analysls and v Mt of he pre" M amendments shall pregame a ma arnar.d vented or we basin.. Nened,dnobNng Nwywalte Imo Ne Ina. I If additional Sall ISPSTUlad, It shall he Wml4btl by me Conbador and shag be a.dual mabm aoilrepresenbaveotpmducHve,nelldminedsA,Fn Na N,WN. Rahallbob.inefimand Jalned anoto ONI have neverbeen smppatl before: and shall belreaolMMk MClsubWl and Wretan matter, stones, hada Substanws, and any maWdd oraubsUnm Nal maybe ha Mb pMntgmvM. O. TM1e ConladorshaM proNae Na bllowing blmmaWn on lmpdetopsop: 1. Spwppe Word- ft. war.,.If of as per lues) ampped, 2 P 3. A,,oJ.at...(Mat Infrared aMv 4. Tastmaulfte IhM,o.,dourappslam aManarysk. E. Sol at pardl be pedormM by a sheined able laboratory, W aaoNenmaign W. es of are Antigua -Agronomy A' as published by Mesamedran Marble ofpgmnomy, and shall be pedomed at be comadnrs expose, F. Morgan sell backlfll for rake«1tteElmal planters, if appl®ble, shag ma"t"t of 40% Fr ng soil, ", anno ,waahe held.. sena and 20%whereas pe. G. awayeeratora to be .four. wila Mating annuals lappf bl,sbt W exaversJ se a dap. o1 B' and wwdA a MM a m1%Wra mndetlra 0140%peal, 4o%v 00.T. (mama) good. 10% pine baM(dewmposetl) end f M ryam. apps. H. P1anWg poll backfill for See wells, Il appllaWe, shag be 03 approved Wpwl ad 113 wars. washed builds. ad. 202FERTIFT ER A CommavOl ISNlizer Shall be Tiedpan1669 Premium Omental lo.phil n. IW day at - .lea a., tunideas., avallale fr.. ESA Cory. $a.... Florida USA wvrx.0adpan.wm. T.tO,h. m(g41) 377d666.orapprovedequal. FeNllaersM1all ha uni(armMwmpsnbn. tlryarsfree aowi�g. 2.0300LOMRICOMESTONE pantseas'¢" adb(ematbns. WspeNon uMmms mqut a bylaw shag be inane available baro OlvnerorOnners RepmsenNgve at M1lYherrequvst. P. tad.. -ming Ne vuath, of Aad maledal. On baovarg.laments war be vilaea: 1. D-t-adNvn 2. Plant ae¢(.... g- ad) J. me.. a as elan as. IS.mad. d. General Of... ..p oro, fiape, pmning) A nvficluni In one or more of Move a real ell by suNdent reason W rejed whyrowety w by Mt C. The(antl"... Mlllscl shag Far. MeMay, at any Stye of Me.,¢agora, b ford any a m.0 work and malerlale Intel N his .,Intel. do not ..at with be requgemen6oi.e. SpednaWns. Sul m1pand mOMdal shall by.moved (nom In. site antl aweptabie maledalsube..b he a... gAil SIZE AND MEASUREMENTS A Plants push herr.easuren when peommus ere In Neb nmmal pa I., ONES antl 9,led amens ens spedned refer to time main body of Ne plant and not to¢%frame bancb up to tip. an, noompurriumbe soedfietl me In. ainlmum:Ka acceptable antl poem pmning he-mlyd. Nese ate menti aMtpmning. Wnen slsss are lntlirale esaanga. Na plan shay levo Nupmpvr prapoabn es ovNnetl f ass shag betaken takofAgr es above Ganes entl SUMyd SE Notary Planb PaRlantl ll. Capperof4ee55bap be tabes 121nches above Ne AaunnlaVelann sltafl be Ne tlanrmining meaavmmanl(ortrees. B. Plana Nal havebeen haanebck la mnfarm bNe 56e Spada. ynol6s aaepbbla Planta barer Nan apedne may be I. If approved by Ne Gone, Isaw .. Ne use of a.. ran. Or an at mosease Me orad paw. I.N.El A Plant malebals Of have dumble legal.labels alalingJn-E.... all lots NawrteG boUnlwl antl wmman names antl slza as Intllwtatl In Ma Plant Llst Eal plant omNbtlent Nat nil not In..,. with normal Pfeel probb. Plant -Indian at have (or off 8vv)elseao awn bloom Shall be leaned arm Meet.Indapng NeO add, wed, That summer ,ad ad common 2.15 BALLED & 8URLAPPED 6 WIRE BALLED 89UPLAOPEO F JMym A Nl ball pon. area be of a alameter antl tlepN b encompass be CO.. .,it fuel, met turn "gory for Ed recovery of Ne plant aIle, planing, Ad bas "baa be Nm, shag not be broken or packed, antl shag be orappd antl avcuml, 9. a hoary Mlea old., Al Sees fall b tool pound a Mnlmum of 6 vapam pubme d.hol E. Wootl boring lnsMdamagA Failure So meet Me minimum requ remenis for molbafl mmsummenl In Table t of Gatles and Standard for Palms 2016. OIL Dan.g. b Mevvarml.,ders. pmamr Nan YP loop ad r-tea1-Mae or 3'and. a. Mmed uppers.Iwomin Ne lop loot of Ne v My Wait rdudng Ne diameter by ame Nan 15%. I. Palms lmpmpery staked eausln9 vaadfam pursue Injury. g, E%bme suovlEnm P. L. NaWrally-,do,agd-1 lLsam.. exceedbg onHndl In tlepN. 220FLOWERINGNINUAS A Lanawapv Co...,I.Shamir 'Floaders Pumila' oledbns to. -,a Represenmave angor Lantlswp, Nddled for approval primo purthaslne, Flowering annual saleatlons Wbe hosed on rear aWit,, quday, end gawing shame. reopen- ad"pada. as MNcated on marvings. 2,215UBBTRUTIONS A The use olartheals dhieng 1. Fund, maglyoras.from Nose specXletl oral as eamvad onlyabr e'a Ne Caere wnvinwtl Natall means of obtaining the speclfcedm We is have been exhausled. in arming nis(.Fate NatI. Can asdw may lumish is use a srbdaub Out baguet to Ne material anequlpmenl"perigee and It he Conbador is to bmish wase a propose subsglun. he"bak offer Me award of Nv wnbad, make Idrum ...flwlbn to.O.merFor 0 -,.-of wl a substiWn, TbsuhstiWlepromUd MU,Wleshalln,.puri orsu "pa gral deedsW shag spedfi.tl pmdudor meNW, shall ..citrin eequalely Ne tluues Impose by" ..nerd tleslgM1, sha0 bs a,uptwmpaOhla wlNant add it to Mel NelmLStood 1 smAdentlo..plan a subs( The ame of a quality IS.praMnsM1allnoleOodea NewnOad SbOthat Me Is.loaq oaaxplasubet-a.p.No less Nan a shMq NeemppilosM1aabyusva be voider Pa t ioI of Me Qwwy aavld gy. No substlWuon shag be onered or Installed wHhout Me voider pennlsslona(Mv Olrner. PART 3 -EXECUTION 3.01 DELIVERY, STORAGE AND HANDLING OF PLANT MATERU A The conbaGar ahag axeNs. m1. IS bomb.. media, a as rNoadmg. dem.. a as tmmpoNng at plant maledal antl Fred ....Is to prevenleaddr, Ile Conimd«shag assume Ml asponsbFty for pmtedbn and safekeeping of ploduds Swed on Ne lob. R Tire Conladm shall da, and prepare BSB and WOR plant matelot(ser shroundle a reamerawl vAll nolaamage mok.banles. shape and (mum developmenlaMrplanhg. c. Trees nNatea on Ne plans as WBSB and Nosewbereslte, sang indigoopr and al9anm of Innspeta Nednwamanyhruseed. gbawheballed. Bopom wbetl baskeUmenuUduretl spedfiragy Ior Use lntine M1analing may be use. when Me tree&a tom pinna,rhe lea papa anon oar aekNvey minae mreerw Ne w.Wmem Necmwn.Thnt be and will r anashaplal or are tpedear I er UkenloQg1q Nal My O: Tae ConOadandforadea mlplaniswNmmallWhandldb ea galore Uln I. (min plant MFM will oath. tllstodetl entl will remain ryplral of Ne spedesgaMh laadetls0a, drying oN, heating dna fiomatbrinjury. Al plantsahall by M1antlbtl by Ne ba. orwnnlner. OCOEE VILLAGE RESIDENTIAL, LLC OCOEEr El. IANDSCAPE SPECIFICATIONS B. Planlsaoslgnabtl BSB or WBBB In Me PIanl LlslahallWatlequalely bee lrM glm. naWrzl E ..turn..V Splan...Ne of ........ ad. area to Ne stn, Ney shall lalMrouglly haN of loll In sees at least equal to Mose set IoM In ANSI MO. 1-2004. Balla shall be firmly vvmppetl apnye rvilM1asolupon of anOdaskant Mllaeslswnl snallbappfred WaAolfledeJ.toes,oaks Mat jure bad...... Waste,I GON apame of We, n TO ground and myRles To. away eae'p1an11ep oras speared by Me.kite manuladure, the aatvdd ahall be sprayer as ill mN Ne mall.dpao L Theaaddedpant shag he a page at, purer a,,, TV ok j/�3/2020 No hard! preal stell be plan..((Ne be. IS-1.,musnaome, or b.kenei.m... or prode an adequate Win over tank". banles, stems. tMge and lollage. eMg Ne pmceu.lpianurg.Trees grmvn In goow bags sbL sol he aacep.bte..,M. MMU, sr` WA daps. antl bom, maledal Shop be propedy,Inewal from the mol hall, Saguaro burlap IS b be F. hand.banspaNng plan.A ad al Ne rile Neat.., label ..a Foundana to pa.dn��a O bUllymmmed team to tart ban. Ilam old d.mage byav Whil Mgh Read hipmem, lmIOpMrg bendoseri orpaNagy endosetl o"JM oma veM1Mes,«.vada. Na plants nilM1 buaepor rbersulnble ma.dal. Planbaevealyaamageby Mnd A. Al pan)maleda(excepl Wax lAydles entl Sabal Pelms)sha0he nurserygm'xR CGledetl plan. shall havebeengrown underdgnaacwndHlons simgarW lhosoNNe bcafMafNepeajem AI wllede plants anal).eel Ne Iequlmmen6 as cpeclnvtl antl.hall meatal aptlflegretles antl dadaed Iunless one dar.e eater d n Me Plant Ilsl vl Mem spedfiralimw. Ro1baM sM1all by Mweased N etre ane Nhd greater Nan nursery goorvn plan.. 2.17 CONTAINERIZED PLPNTS A All mmam.grman planar hill 1. whl seatrmal dna ed.bllhe M M. ho.Goer In whim Me, are dellvared to as Ran The plan. shag have been In Nal.1.M...Igy long nr, Ne obtous mole to held Ne ad fogaNerwhan Me plea IS removal from Me wormer. Carl a.. grown puna fend A Mt be nam ed. a %'i'SFRL30TSY,IK G. Any plant wM rare M inueme, ted, Or or lanae, m dumb. of he IS. and ..It lte xm .moved Imre Na plged St.. H, Only Ne nursery ... lamaed lar Mason, be.F.rllakr My Shag he tleMered antl stored an the she during Ne day unless otherwise accepubla A the Goo. Al plants shag be aimed In one load. as deaterm Old by the Owned, Dropped from wdntl and about mots( The Iwdy of all plan. Nal near be pt.. remremalely In toll poll be revered wM mull ad Of .... nubte maledal. Me plants She be hike, farm Na umpo.1.'..a. mea far, promo. on Ne not. bad nor Na hes wo, or was for No pianism Me a. do be IS Tied have been pvpeM excavated ad empmed.aa, he remha be Ms. adphumb per L-307 I.Trees moved by wmrn or wan o shall be uomn h1 rmedee ream ch.ho ksRoger,rauer be,, muffin or ho—gall be at ue asomber..a. .was, Mour, as aft be states. g ry a m, sllpPage by means of EuRap Wma terms or B. Immetlatel I, plangng.4ees shall beslahes and guyas(wsuppoRwMNboleram Tree >o2NONPlANT M1fATEH1413 G A! System per r reopenThu slnsbudtons. 1. (III (3)P atuaYlene d[pM (Yk1 headnyWM to s alivesrzb,UV A, Fruit zeromade analysis. nTo ame. Made ldadded, amhran rmUlnenbeaay ms law. Iureh msblanm(3)NGdplalmMoy.gram-bel lenslonlrg dip¢: (3)armwheatl nybn andwra (4'x3314}. guarzntoW chemical analy¢Is.name. Lase name. 4atlemarkan0 mnfwmans losUte law. In lieu of 2 ATGthree)lots,nick,,Laos:(3)Poddleg, lenag darnaesktensining Nief ¢alto break ..a IlnenanspmWtles that Its an,. Infamous, Nondedgalm, dataNGermay be Wmisbed In hlk, reslslant(3) issa nlcketpl I I.non-resting. aptln0mmlock bnslonlip dips (1500166reak ansamNllwle lntllwgng lee eb5ve lnlosmatlonsballa4vmpanyeachtlefvery. clrenglh: (3 a Woodaaanylon anchors(yto wedder 3. Careshall be Wood when tlriving ancM1Ors to awls &mating tFa trtw ,coax g. Peslldtl on's raiders. matedaAs shall he tletiveratl to Mestle In me oRglnaL unopeneR mnlaloans Comatners that do not have a I.Tale label at ueNangfies Enabonmenlal PmNoc ten If underwrite edea of Pilate. me otle ly: of all dauos trees oshad the —,Msplas,ream Agony registration number and Ne mIaditSIMeI registered also war Be rajedes. bot tom to Wp and small be sewmly tied vdlbwrs al by ate bete. ate at 21w1 intervals along the C. Sloage olmaledalsahall be In Ne area deslgnalea ton use by tree Ormer Admateaebshlia. kept In dry aloaga and away Imre mnlaminan6. 3.03 PREPARATION BEFORE PWVTING A The Conbaclm shall verily tial Onal gratlea heed beonestahf bed pMrbhgNning plantlnq Passed with Al e e r,unM Me amino actory mpoRes b Ne gmaa metre tonbad orrournol Passed NewmkanO Ne once nwmd,SuOltlonsbavebeenavmed Whenmr ni. durceseallaplace"Fri araenwunleretl. susM1 ac rvhbla, fill oradverse dralnagemndllbns.0a conMarmrsmall ^dory ue awnerlm mredWn> marks Theorapping shag overlap and 6AWdymves aha Wnk from tlmgrouna loth¢ heyhtol bre second branches and shall be neat and snug Ovedap of wrapping material shall Ix appmJmafely 2 Inches. Trees shag be Immerged for Inlury to ..Me Mahaters of NSM Nhstagm and poorly, pram, Indoor we"'. 3.09MULCHING A Immediately age, planung commore ane mmplet N, all bee and slob saucem, and comb and groundmver one half be covered with a Sl ow lay., oI pima baA mint M,mrs. Meats of Ne molco shall be ea lnNcalN an the aaMngs. 3.10PRUNING M Should undowabler axlsung vemoaf1an be present on Ne site at Me gree of Wslallmad,Me Combater sbao prepms Me YBefor plangng by use of chamlds, urban.. asrevmmendes by Me I. presee Al padim ry A. .0 MR, and shmb chap be pm OI In awuNance coon learned laNaWra mamRaWmc .miler meclumpt means fors hie WMo Ownm. Ne naNrzl rounder ofine plant antl In he rearm Want Xs use M Me landecape dreasm Prnly shop ra cke a lute dean, sharp bots anile refteans u Me tlarll Fee aball bo aamdave W evoltl any mlmca of Uemlwls lbalwoWa aeale tlelRmenUl resNlual - mnrtlgon. Cara must elan ba wand teat Weller final Money Mat nave, IS I.Rablilmod an I. R warned. state one MIN of Oe growth of large Madams, be. (Us. vdM 2 Man caliper ar larger) damage to ponparly eslabgsbed and areas, shall ba pmnea by removal olsupnrguous bmnames. Ma1n1eolarsofbmssla9nWbeMback, Branches small be honed out and not merely cul fact,Lora ddedanNes maybe smMened. SYR SITE PREPARATION armaNGrynirfr extremely neary Mps shall para ane IouM M ono Mlrtl of Ma noaMrgmvdb removed DY MMOMO. A If Me Owner all plant locations and Naareasola®planting betlssnag be slaked Me Balla,, out am Me ground, (oraccaplanca by Ma Ormer.ba(ora plantlngopeeaWne begM. The Congadwsnati 3.11CLEANOP slake Me ImagSn of ue canter o(eacb Lee and paMl Ma ou0ina of eacnanmb antl gmundwver Cad. ode ads readfiom oma mannersoeSailne.. During N prmptiy of isanddo.,. and wademregrome snag be mngnwu�amort. graslake grow Fan shelf In. no, Inthecand dlmmandnoe.onladm rhea glue lM1e Orvnrnogce 2J Fours prbrlo Me mmpletim olslaWnO pno., I. and rig reamnabla precauWmtekanbavoW tlamagebexkticg a of to tlesubed nerdn, chmame Oughtwns amers,ar, SWdures plants antl gess, Ager mmplationol Me wank line engin sge shag be tleared olexcess logs, melte maletlal, tlebds antl all oC)eds Mal may NMer malmenanm ate agM Me vkwl B. Th. CI' a., anell veMy in. beetle. of undOgmund.11&1 and Nbromm ads ad valves, appe...... Mea., and pmvlde madwas or other aboard, pmledkn, where necessary, b prevent damage. 3ME%CAVATION OF PLANTING AREAS A. NO Mas or slash It shall be dug 5, prepared unW May beetled is —,.No to the Owns, Reasonable was shall to came tlto navalib tlug and amt prepa,ea prior the moving plants M ..I,mspadha padre I for plangng to enema Mal May wiM at be ever mrsy.,led be drying element draw pbysbl damage. The Contractor shall dean all roads and waIXa of off frim and sell elves. The Conbador surae also pressu To dee n and broom sweep atl a so holt pavemenl odor to to Mal lift of asphalt he be last. 3A 2 DISTURBED Fall A Nl amus outside If Me limits of work Brat am hill ed by line Ought mnshuNan asEvlges also be repalmtl and mpHmetl IO he filed mnNBon. B. Clwlarpil9 with vaNwlsprat shall be a%cavaf Hlor all plants. grant depth o(aA plain patch sba®ba 3.13GUNtANTEEO PROVING pERl00 enougM1 fo acmmmodab Ma bag or moll antl Me pepama 5o3In Ma bofbmof Ire oil Momebrdlpll4 forbvos¢M1all be of least)faolgrealerlhan Me tlbmeleml NebaO. A Ther shall be a guarantee period of l yearforbees and spedmen hadmilana3 monBsfor sbrvbs. TM1lsquaranNe pedM 9maIISMRa1 Ma goal acaepUnwaale. CanbaMrshaOmplamanyaM G. Itself etls antl pin shag be{asfed for proper drainage by(oMg mMnafa M1Nmin suuasslon. all plan)maletlat lhaldfedwNq Ml9 quaranlee leaving PemW. RaplaM..taplanlsnaes9myd., CondlgarepamllBrp Me relenllon of more Mang nches olwalerinlhour5hag ba hmugMWlhe Me guarantee Moral shad be Me responsTlgfy df Me Congader, except for passible mplamments of .hanged of Me Gwnec A wdgenp.... ad and cosl had... fan mrmethen of sod, mndX .aped be plane msuXing/rum removal. vantlallsm. ace o(negledon Na paRolaNea. orac6 afGM. Am submlllM to Me Owrrer forawaplence, before procuetlNg srM Newotk orplawmonlmaledal9hall M1ava Me same guannlee Bme (l ysarlrm Nsbllatbn olmpWwmonf br Lees antl spedmen mafaRalaad 3 monBu IIX steels), G. Althea p,nnaImblemed ann,fty,anati ties uexevs.dtoodeareas lnnhbb Me adyofe M1gsbaen mmummuseddlotryalmonate tlee.r.196a11 ba ekwvalea aoatlapMalkasl Ivo lealgreaferNan Ma B. Plan wrgan pingananmshalllndude e11 me,ofmryts our Man or syr WeMMe, peardt,develop rev ureI doardorreas o ofnely cmpatdlmumdapNfltliamelxolanexm I. Blame he four spaying; wrapping and mulching; s4 rare a treses or Ls evenaaga..d and wmI... mine feefs3oa'.rea,Mareas of densely compacted scall must ,meal. F.—adpnafter fsWa hean ads Metenormal a hoI I.lseced:and:uc onto,pasat orkeexsaralet amradarM levaMgw Contxaclofs,alphosrblXryindispose of Me unsui�able Inch to an appmvetlbaWn. teasing or, Bud oida.d;mMI oNlanesand peasantworknemssaryfwprover malnfenance as ahttletl by Me OYmerunlg sahsfanaal —planes and mitten tdeasa. E. In lBombantl g muntlmvar rt whet¢ sous lavebase mmpadedre 1tlenffiy Mal b deWmes [e eyed M. ddmNg'on4adorsballtoosen sous b a tlepM o(16' minlmumfo allow aatpene0albn beyond M. plantlnq pIL F. Il acceptable for uw, adding latent In shrub antl pareadwvar Ntls shall ba mayead wer Me sperluetlsoEam.dift b,atabs tivlvmdnatl by sea Wsb. Amentlmonlsabal6e lnwBwraletl Mlo Me still lea depth of t2lncoes. Wham sop is nwta¢eplebaas tlehermnetl bywrl lesLa, Me main Ma snare area sbao be remoretl to a depM of a Inches antl ,altered wlM Ma spetlfletl planWg sod. 303 P.,M AAll plants. —M as othetrdse apedfied. sbatl be centered In Met, Mr. to. BY best a.. and sal plumb for backfiring. G. 9udepon 636 and WO&E plancesh011 be removed from lop ane WNoTm ball, Burlap slag not ba removedfmm vmerballs. IIga ball Is Sacked orbooker, bafom ordering plantlrgprcess. me plant slab not be pimang and shall be renewed to.. Me SXa. M srnNegc stMgs, straps, ananh ages snag be removed had use I., Note of Me mol baa. Syolbelk ever,=ball be (¢novel compintety. O, Pts. sled be ...,admom aas by ri Mo=tels of a m^taler FIM an real alae m^ colter. Shleartabl WiMartwlMasparm Odarce knckoetansslaunlneaL PhricmnUlnere wlTh slanted shusahall not mqum, ammo. Plants shall be removed tram Me container awfully. wMaut Injury or tland., to the Meet IT mast systerm IT eatlom of vlantnweaamn na ramoraa bamra ole^nog. slaasot Marrew.aalivermwea. m6hmttaamage Wiha wlball,alar posllloning Ma pia^)antl parllagy be gng amuntlH The Connadorsban 6a^a waterm^IaamserlaadMes:a fi5m ue gmanrerlivery enol ue urea air rl acceptance at a wMmnsaatemww Me nwsery coneltbns from wlbs Me Ireaswere odamee. Thea witch galnMalwk tlue M Msulfidanlwalermay ba maedatl. E. trughe he. be sat In Me re nter at 0. and sbao be plumb a nal sbalgblaM It seal, a level )hal aflerse0lement Me rot woven Mg be lembvgb Me surtountling 9atle. F Pladt MAMItbail be ba.. ads mespedned plangng mbwra placed In layers armee do warts mball. Each layer shag be carefully tamped In place In a manner to world snjury M Me ever of ball or tllsWhing Ma posXlon of Me plant WM1an apprdmatety MOMlyds oNtre pUni M1do bas bon backfilled,Ma UshaNagbanllerluda Walarantlteased ba&ft.metllearolte rmis,eeppleM budappeal plant seatl have as een a ml away a plant b e MY be oopol Me bad before epplyln s Guwale, Mer me water has been absorbed, Me leant trete shag ee Metl and tampetl Ilgegy to grade. MySubsaquonl soltlemanl shad WbmugbtloMars. G. Mmetllately after ease Ma ph is backfilled, a shallow basis alybrly buyer than the ph Rod be formed vine a Rtlgv of Mpsoil to faNitche wakang. TINY .4 wuar lM1ng be (a-. M a circa antl barred arountl ea[h Lee sw Mat Me sourer well retahn water. agraecurbingmzursaroundpland,ft, Me 9.own Obeli be e.g.. H. The Contractor shall Indeed adding a rvaler useadive around Tool AG for as rumors, grauntlaovere annual; antl 4ae1.1lea manNaNtmrs suggested etas. 3.0]FERTLIZING A EacM1ireeentl sl,mb M =bag be(eketl by pladn0 Me manuladuretsmmmmentletl amount around Me base of In. .11 before bacl3sgguJ. 3 SSTAl6NG, GUYING AND WMPPING A Stated or guying antl walling of tads shag he done lmmdaitely after Mey are planted Earn plmtshall stand plumb agar Gatng or Buybp has been mmMeW. Itsbad be Me Conlmdoh responsMgity to ensureMah eatrcesare plumb anesecure ager, amMg. Blakhrgof4rermitI amt G. Tanspaanbd maaetla{{ilappllcaMeJ shall oaths guaranlaed omr..a, tote haNalNrzl praNces should be as. before, during antl aA., me maNral is transpWnlad. Good boNwMtal portices should Include but not be limited b, 0 necessary watean0s rmNng and spraying; mapping and mulchMO:Orrialm;moving: malnaarung Me—scrounging and grade level from Me madol fccagm, antl all oMe, indaental nosh necessary par,,, hansplan re. 3.14 FINAL INSPECTION AND ACCEPTANCE A Th. Cowbachm h.11 frafy Me Onnm M wREng when M ... I, has Wren mmpleled M aunts. w1M Is Combed Marl request an laspseudo. Thad ..car.1 make ve 45,.. of Me my antl rep ARo dingsasWacmptabllllyafldmmpleleness. MywckremasnMgbbedonesbaubesub)edM re-lnsivellon before goal aeseptence. Tha Conbadarelll be nediddln thir by Me JamorOl Me Mal aaaptanw of me nwk 3.15 CO NIRACTORE R ESPO NSIBILRY AFTER ACC EPTANCE A The Owner may clad b assume mirlymper,.1,1 way, al Me tMI macceptance, or may site M contract for maintenance by offers lora Roadbed period Should maMlanance offering acceptance be Me crademslbipty of Mase anter than Me Contacts, the fWdw shall manaw all wark forweled ho Is desponAbbe by ganardso, W.comes, Mat m Imaranco helot peMrmM At redjroFartl¢e he mnShbn and gnsify.r Mewurh and materials guaranteed by Me Cana .. Myforda invor damaging maintenance praNces snail be,sodded lmmedlalely lmor Corm im" ovmerso Mal manage ameasuresmay baoakento mead MemtIn marr, Facum toss nutty Me Orvnerwa Imagama any later calm or negngen m or mallsmake m mammr,anm. 3.16ACCEPTANCE AND REPIACEM1IENTOF PIANFMATERW. A NMe,,plratbn.IMepmvingperLaanlnspedbnal Meplan gsmllha deby Me Owner. Only toomages Mat are alive sad normally hearty wa be easpled. Cher—pial—rated shag be had and replan'. by Me C5n4actor al M1ls own expense. during Me nexo plantlnq season. Mmerial ane maMod al replaw. Younger, o ngerg long ba flee sumo as redeemer. e dpetl er..111. Test IT —Igoe .MmMse...The...1.11 Imm ws.th.after, e.make—'Inc. a, re. IT.—of .mus anahemMrg mob trapr. far.—Po.. a ahead, .,.—'Inc. .A g Ma owner. Paan. replacements rvlg be Inspedad faraaeplance at the antl of Ma proving pedMby. Me Owner. END OF BECKON 32 g300 391WalRobLuobShwd OSYMo,IMeWe32B01-16i> P6om�1 �618'V2$ zay�. Vj O�ER'1T BET np OCOEE VILLAGE RESIDENTIAL, LLC LANDSCAPE SPECIFICATIONS 2312020 NIA Oen pm¢ BE, '�I`W L308D11G was L-308 IMMU CONANT &ASSOCIATES now��se� OiLodo,Plmide31801-1611 A' (407) - -- I/30R0 PE13Y i SEi @Aj� OCOEE VILLAGE RESIDENTIAL, LLC OCOEF EL / IRRIGATION PIAN 1/23/2020 1410' —D5 —RG ZZbCOEL400DI �L-400 L- CONANT &ASSOCIATES �mw�Roule.�so-ee O+LodnrFlotldeT�1-1619 Phone (407l6{bt}96 n'mv.Wfamnenlwm Ate. V�T SET w� OCOEE VILLAGE RESIDENTIA4 LLC OCOEE, LL IRRIGATION PIAN 1/23/2020 os rzc '"1b (x,0EL401DLLG L-401 CONANT &ASSOCIATES mw� Q4ndo, Clotlde3}BOl-E619 (40 www.blaamntmm A V30rz0 PERy i BE, A OCOEE VILLAGE RESIDENTIAL, LLC OCOEE, E IRRIGATION PIAN 1238020 P=20' °i OS —E '—b OEL402DZ �L-402 NA • C CONANT &ASSOCIAUS mw� (TYMo, Plorlds3'1BO1-1619 lfiom (4M 646L}5 rvvnvb,ehm�en[avm Ate. u0 PERTT SET OCOEE VILLAGE RESIDENTIAL, LLC OCOE , FL IRRIGATION PIAN 1133!1810 —os n —CCOEL403DW M L -403 AMC • C CONANT &ASSOCIATES OhMn,IMWe3LJl-]61> PEorc (90n 61bD25 www.ENvmronLp Ate. (/30/30 F4 W T SET OCOEE VILLAGE RESIDENTIAL, LLC OCOPF, N IRRIGATION PLAN M/2020 —D5 — RC '-bCOEL404DLL �L-404 >....�»•S�«�'� ,,... ,..rex,.. e,.,,n»w>m mmx®.•. (A)AS-BUILT SPECIFICATION MATERIAL LECENO ®- PONL _0 CONNECTION TO EX -41 RECLAIMED MAINLINE. 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Vu Qi rvw ro vw ae rmmoor wu VUVB r wcu Qe `<�r mr.crw�mnaauu cartza vuvej S �� BwH'ov cwveE E eroca Qw: s:ue vs msl avvca—W G:m H CONTROL VALVE DETAIL (DRIP) Hm rmm� voxrcN cw.r. -'oo rEEr LEGEND 0<"'.eE mar O v. . amm Q.r/r cw�m xaa-s Rero Q <ww�-. ©wc I- r su <waRe Irrau) LP)CONOUIT IN VALVE BOX ii 901 CONANT &ASSOCIATES ]aD WalRubMwnShM OAudo, [Maida 9�01.]btl Phom (b/1649 -9]b N'EYW.fmla®enEmm Qwv V .I. EER ll sKT OCOEE VILLAGE RESIDENTIAL, LLC (l M Fl DETAl15 1/]3rz0]m A$ NOTED D5 .R ��EiRL406DUG L•406 All ©>LLm carol cvu Fa acm®xo Qi rvw ro vw ae rmmoor 11 Z _ t Qe `<�r mr.crw�mnaauu �n w rmre �.nFw. Qw: s:ue vs msl avvca—W y rxoEo"r�o.�I�,�axrE a E 6 L WEATHERTRAK ET PROS TWO—WIRE CONTROLLE Hm rmm� voxrcN cw.r. -'oo rEEr LEGEND 0<"'.eE mar O v. . amm Q.r/r cw�m xaa-s Rero Q <ww�-. ©wc I- r su <waRe Irrau) LP)CONOUIT IN VALVE BOX ii 901 CONANT &ASSOCIATES ]aD WalRubMwnShM OAudo, [Maida 9�01.]btl Phom (b/1649 -9]b N'EYW.fmla®enEmm Qwv V .I. EER ll sKT OCOEE VILLAGE RESIDENTIAL, LLC (l M Fl DETAl15 1/]3rz0]m A$ NOTED D5 .R ��EiRL406DUG L•406 SES�C QN }2 64 00 - IR RICA¶ON SYSTEM sprinkler head on plastic pipe as indicated. /�, , 1. All weldedjai Taints cleaned stt1M1 rersdearer solei to ng allbe PART I - GENERAL I.OISC OPE OF 1'/ORK ll given tle o Vfeleed )Dints parts be seven at Ins{ 15 minutes set-up curers time before moving or bandling. minutes fore moving or Is Pepe shod be partially canter tootled la prevent arching and End ng under pressure. c. No Wo ler shall be permitted in until a period of 1 least four hours has pea ppetl far solvent � I N 4 as weld Aching ar d-im, oro cohered b^ sateen\ manufacturer. A. This Section shall govern iM1e furnisM1ing of all labor maleriols, and equipment for a complete 2. Backlillkin shall be done when pipe Is not expanded condition due to beat. / apemlir, ,loan hu lawn Inigotlon os specified hadin ontl shown o the OVEl bee grav s, a, Coaling f pipe can he accomplished by operating' IM1e system for 0 short Vme hetero bo<klJl, or by honoring in the early part f the morning before she heat of the doy. 1.02 SUBMITTALS 3. Curing: yOanIM1e temperature is shove 80'F.. soluble weld bents sM1all be given at least 24 •01 C A. Material Osla. Suhmit deed, legible list al all am equipment for hdsaean system hers caring time before wale, Is Intradaced under pressers. Taj fo Lantlscapa Architect/Owner for approval Prior to beginning c nslruc(iaa to beginning C. Aulomolle Controller. CONt1�. �iT 8. Ma!ntenance items: Provide Its missing:a I. Install controller In Aboard with the Drowned and the manufacturers Instructions, and place p- ASSOCIATES SSOCI ♦ TES I. Two sprinNler !or re"hy accessible. Install d.rulsal .Rens in accord with apph ahle code. t?L 11JJl/1.1113 OJ sets of rvr ncM1es otlNsting, cleaning or disassembling each oyes of sprinklec 2, Indutle electrical connection as port of this Section. Contractor is to provide 120 -volt electrical 2. TOO service manuals for all equipment installed. Manuals shall be loose leaf nd thaw tlraA!i power tolime clack per local ode,, ..A.", views of equipment and catalog numbers and current prices. 3, An operaHnq dtogmed or schedule cloudy Indicating she sequence of operation shall be posted in 3. Ope .it., [net.111kns far all equipment installed the canlroller to facilitate the .[action of IM1e valve to be operated and setting of controller, 110 Plnl YobiTnonSlr 3 C. Project Record Documents: Correct daily to indicate changes from Contract Documents. E. Remote Control Valves: OduWq[1oAde3SW"1611 L territorially t g0 de g y a gree angles, dimension Me location of the bidding items from two L Inslol] at sufficient depth to provide not more than 6 or Tess than 4" cover from iM1e top of !gym permanent cpolnls t reference, Le. curb junctures, Tlgh( standards, building corners, su vey Fub poloor or Oortlenafes with a tolerance of 12 Inch Neroum. the valve to hold, made, Provide ceeomnce for PRO -13 device as needed. Mwsv'iC.�xplmm Sprinkler main lines routing. �N 2. Install valves in a plumb position with 24" minimum clearance from other equipment for proper ,� Connections the existing water supply lines. maintenance. Sprinkler central valves. 3. All valves shall be Installed in appraWbte sized valve boxes with cover. Ogle volveoco of y e l nit were path sterane R Me Connections: All underground were c esters to electric remote control volved shall be sdamino\w 2 Verflwl dimensions M1o!I be given for when site conditions require Installation deeper iM1an mode 6 Sna TIA connectors as manufactured b Rurbird 5 y using p- y prinked, CorparaDon. nimenslons 24 iDUCT C, Go toValves: 1.03 PRODUCT HANDLING I. Line Sze and Insloll nM1ere indicated and sufficient clearance from other materials for proper mo A. Exercise In eroding, unloading and slating brlgalian system moferials to avoid 2. Equip "I 3" and smaller, standard hone operating for aperalbe Valve under o, damage. e. $torp under ver. St banner pracksizes bonne[ pocking shot be checked ontl liyhfe n ed before back fel. All valves shall be ISa psI no All v ruses 1,04 PROJECT CINJ0190N5 1 All valves sM1all by installetl in approprlale sized valve boxes Arm -, en Qu. 4. Gate Valves shall be manufactured In iM1e DSA of American made materiels. A. The Contractor shall make all temporary repairs as necessary to keepInstalled/existing Portions V3Orz0 PERfT SET of the lurlgolian in opera ling common This wernse shall nal affect the requlremen is H. Sprinkler Heads: system to be performed der lire Contract Documents. L loodf in o plumb position at Intervals not to exceed the maximum spacing indicated 2, Heads in lawn or turf Gress where gross has not been established shall be troubled on - f3. GOOrdina(e work with that of other trades, all underground Improvements, the location and temporary rivers extending at least 2" above grotles. pIon IIng of specimen frees and oil other planting. Location of all during requiring a voslons 3. Mere heads are installed along walks, roads, etc., they shall he permanently pecath red. 24 inch in diameter and larger shall be Verified with Owner prior to installation of manucks. blacks on all main lion 4 or forger of all changes of L Thdire Blocks: In tin 1.05 INSPECTION m endatlon tliredian, as detailed in manufacturers recommentlatians on pipe inslollatton or as shown an I'd tlrowengs. A Verify dlmensians and grades of Job Si\ei J. Flushing System. 9. Contractor shall make hnnud M1erself completely familiar with all this candltlons, retuning all main in L Flush m antl lateral systems to clean out all debris and sediment prior to Iradmiallan of underground utilities. hands 2. This book nal relieve requirements of future OdpStmenta of s w em o e-d-hing system PART 2 - MATERIALS 3. Any zone requiring repair from broken let eml lines shall be traded prior to being returned to A. All materials tholl comply with Industry standards and local codes and regulations. 3.03 ELECTRICAL 9. Plrslbc pips Extrud tram 1001. American made Virgin Palyrri Chloride (PVC)- Purple Pipe. L Plastic pipe (moinllne) installed an pressure sltle of valves: (PVL) ASTIA 01985, Schedule 40, or a A Connect time clack to iM1e 12O -volt manufacturer recommendations. Be the ¢automatic (PVR) ASTIA 02241 Class 200 or as noted on details. responslhle far making electrical c necflons an to controller and nerd cd Ia Irwin 2. Plastic pipe instaied o non -pressure side of Valves: (PVC) ASTM 02241 Class 150. on remote control valves to controllers. All drink shell be in accord rv6M1 apaleg le cards. 3. No Sell' or Slip' pip e, any pbpe that Is designed to 'pen withi a listing ill be permflfea p e sooteces B. Plan ahead to minimize control arms Ibces. All w' must seem splice airline or lateral line except 4- mainice shall he PVC (as noted above) ring tolnt type boxes Ametek I -ran d box with wine s as ( green locking litl), noted wee connectors o specified In with Hostile iron filfin gs' Se clean 3.02 F ah oVe. C. Plastic Fttbngs: (PVC)1120 ASTM Og05, Type 2. IPS. Schedule 40. NOT. C. Provide for an earth ground per manufactures recommendations, but not more than IOohms to ground. D. Solvent & Cleaner: As recommended by pipemadgmeturen F. Automatic Kontroller: Refer to Drawings for controller model number. Install controller per 3.04 PRESSURE LEST manufacWreis sppdfmtlons. A. Tee! all pressure Ines untler M1 pressure of trucker square nth and all ted undo ms ai n -pressure lines shall be tested under the exesling static pressure ontl both be proven F. 5 kler Heatls: Refer to Drawbn : All Manufacturer and re -use ev (i qct sprinkler M1eads shall be installed a spending by IM1e sur watertight. 9. Connect a pressure to mainline. Pressure shall be sustained In the Imes for r.{e G. Nice: \'lire shall be ID -2 wire for use with Hurler PCC -990 controller. \'fire shall be Inslolled not lees en four h Should fret hours. SM1thetl ma lase pressure, the look shall be found and repaired or per 1.lonuladurer's specilicaLlans, 11 b est repeated joints sM1all be replaced and iM1e lest repeated until the entire system is proven watertight, H. Remote Cantml Valve Boxes: Ametek Purple Let 12'x10° Rectangular with lacking hills Box had C. Perform tests prior to back ll. she be marked "R.C.V.'. 1, Valve boxes far gate voices 3' and smaller: Ametek Panels Lid IP round with locking 3.05 LOWERING OF HEADS enslans os nestle Its, d vol Go<e vol 2 ae box Iltls shall be marked "loot. Gate". A. All sprtnkeers installed In lawn areas unless otherwise noted shall be lowered to III grade permanently within ten dap foleawbng naliflmtbon by the Owner. I. Courant lar Control \Tres (If shown on drawings): (PVC) ASTM D1785. SCM1edu1e 40 to lomleons an B, At the time of loo kneeing hoods, completely check and adjust the entire system and make any indicated. repairs that are necessary to complete Nis work. J. Miscellaneous Materials: As hereinafter coadfletl and as necessary to complete this work and Adis ADJUST AND CLEAN as shown on .-hrids, PART 3 - EXECUTION A. Installations and Operations: )Aske such odNetwood s and repairs a requested a cessary far ac Lezlgo eat no a additional l cost the owner. Field conditions may require minornaajdamnts OCOEE VILLAGE 3.01 EXCAVATION AND BACKFILLING a r gte 3.07 COMPLEOON AND ACCEPTANCE RESIDENTIAL, LLC A. Trnebng - General 1. Deg trenches straight. A. Completee of work shall mean the full and exact compliance and cormunduty with provisions 2, Provide conDnuws support of the pipe by the bottom of trench. Lay pipe to even gratle. ekpressetl or landled To themd(I province ontl spemteans, Ratio weof trench shall be free from rocks or other sharp edge objects. 0i Hit, 3. Trenching shall (allow layout Indicated. Sh All work under this rntract shall not be finally accepted until expiration of the guarantee C hlinbmum cover: Pressure Lines: 24 bnones periatl. Non -pre :dare used: 12 rumps IRRIGTION can tom wr d: z¢ mores C, The lubganrn Contractor shml demonstrate na fair roundlet the Owner and/or Denied SPECIFICATIONS s. qu Imes phmi nave ae6' m n mum clearance from each other and from Ines of amer cra85, Representative with me entire system. proving that mI mote central valves are property rand pa not install [loss duster aver anther [Inc. didii d. that an heads a e proepedy adjusted for mews and are of coverage, that the A.Al.infwin I" ughlmum between lines that c at angles of 45 degrees to 90 degrees. seism is workable, clean, and efficient. Told shop be a requirement for acceptance of IM1e work. 7. Exercise core m excavating, defending and warkeng n or exesling add [file 0. Contractor shall upon request ler Dnol payment, give Owner one set of septos of as-bri 9. 9dckfllin Irrigaelon splem Aid all valves, fees and heads enabcated as Innollea. L ["mulct to dr aensit 2. Conform l0 adjacent Added without dips. sunken areas, humps o other rregulo diam E. trngaoao Contractor shall pravbde a letter (an le the owner, storms mat mere as i/43QGD4O 3. Initial backfill on plastic lines sM1all pe pulverized needed soil no laryer Than 2" en diameter antl nD the property Uel may ncl des, Ibens at that may resulted from any aspect of M1ls war free of ter.cepa eaveateri work. a includes, but is no( limited to, construction hens, material Hens, or labor Rens. o li A$ NOTED based d 4. Restore grotles and repair damage where settling occurs. RC C. Rousing of Piping: RAN 3A8 GUARANTEE AND REPLACEMENT y 1. tried care antl non -pressure piping lines are upped diogrommafically on Drawings. A. The Irrigation Contractor shall furnish warrantees In Sudan certifying that the quality and quality and 2 Caartllnole specimen frees d sM1rvbprecedence os rvitM1 routing o! lines. Planting shall lake workmansM1bp of all materials and Installation furnished ' se In accordance dance with thepedDnlloed eve sprinNler and piping location. Report any major deviatbn from musing Indicated to landscape old n accordance cosh original m n f-trears warrontles. Irrigation Contractor shall further see Architect or Owner. 3. Innate Imes in such manner as to conform to the Drawings without offackhtsg the u. - to the mgLmenl of del manufacturersworrobothers. Ihfigate"n Contractor shall warrant 1be ,,a dssembies from the pressure supply Ibne. nslallation rvrrkmansM1i for a d of a 1 From data o! c 1 acceptance of ' O year amp a ban or IM1e fob, or ooy mounted protean r f the )ab. 3.02 INSTALLATION 9. Should theIrrbgollon Contractor be notified that work o resonances o narrowed under A, realer Supply Connect to water sources Indicated. fM1ese nand bons. he shall provide the required service and/or repeacementsprompt, wilM1in two 2) days. B. Cathodic Protection! Provide In the piping systems where required by insfalltn9 insulating couplings, Ganges or unions between copper or braes pipe or tubing and pled or net Iran pipe. END OF SECTION 32 84 00 Aid C. Plastic Pipe: Install plastic pbpe in actor¢ with manufacturer's recommentlatians. Install L-407 FIXTURE SCLIEDULE 4 LEGEND SL.mL Nve �FdCidP11W QED H� lrn�Wmt Pau.3 N.I1lRGYf-LW MLTAf£ ��3i+'03EAIEB (LW YCLiKB! O PATYMT1AiA LGNI CW Co{LA. 303.4 ♦ CEfQ+<1hE 4btlDG LYM RI G9tF /P%E Ir [9 fNLL CPNE¢6PECW.lY LY31f.LW WKTPf£ OW4FW9/N (W BAR AUDIO LEGEND fl .1 - I =ml�OGPFMR W3E0.%R GENERAL LIGHTING NOTES U CONTRACTOR TO INSTALL LIGHTS, TRAN5FOHIER5 AND WIRIWG ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 2) THE FIXTURE LOCATIONS SHOW ON THE PLAN ARE APPROXIMATE. EXACT LOCATIONS WILL BE STAKED IN THE FIELD BY THE LANDSCAPE ARCHITECT. ELECTRICAL CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT ONE WEEK PRIOR TO INSTALLATION. 3) CONTRACTOR TO SIZE TRANSFORMERS AND PROVIDE DEDICATED ELECTRICAL OUTLETS 4) ALL TRANSFORMERS SHALL HAVE TIMERS AND P140105E45OR5. 51 BUILDING ACCENT AND SAFETY LIGHTING BY OTHERS 6) ANY LINE VOLTAGE LIGHTING TO BE 10' MINIMUM OFFSET FROM POOL WATER EDGE GENERAL AUDIO NOTES II CONTRACTOR TO INSTALL SPEAKERS, RECEIVERS AND WIRING ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 2) THE FIXTURE LOCATIONS SHOWN ON THE PLAN ARE APPROXIMATE. EXACT LOCATIONS WILL BE STAKED IN THE FIELD BY THE LANDSCAPE ARCHITECT, ELECTRICAL CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT ONE WEEK PRIOR TO INSTALLATION. 3) CONTRACTOR TO PROVIDE DEDICATED SLEEVES FOR SPEAKER WIRING 4) SOUND SYSTEM PROVIDED BY OTHERS NOTE: REFER TO ELECTRICAL ENGINEER'S PLANS AND LOW VOLTAGE PLANS FOR ALL LIGHTING AND SPEAKER INSTALLATION INFORMATION. THIS PLAN FOR REFERENCE ONLY LANTERN 3) TO -BE ED TO CA FIELD I AND SITE FURNITURE I 1�. �i_.�n MUM CONANT & ASSOCIATES ww� OAuNo�PImWE 9]RTI-1611 PEam (90//6fbYO3 www.foetammvt+m� l3.. PEEYi 5ET _ EA I. ti•••.l GLUTS ROOM POOL AMENITY LIGHTING PLAN SCALE: SCALE: I' 10'-m' Irz3rz020 �"�EPLL5B9DLLG ®— _.. , � •• •uwmie 1 e e ( Sae 8�E88 I� (I 1RESIDENTIA!, — — LLC � �Ga Iq .. �POOL _ •�wwww3�ww OCOEE; FE. d$' 1 .. �� d��6770•.Sr �� ..a g�O�C AMENIWI LICTITING PLAN EA I. ti•••.l GLUTS ROOM POOL AMENITY LIGHTING PLAN SCALE: SCALE: I' 10'-m' Irz3rz020 �"�EPLL5B9DLLG NOTE: OUTDOOR FURNITURE AND GAME INFORMATION SCOTT FOR REFERENCE ONLY. ALL EXTERIOR fURJITURE BY MEN UNLESS OTHEFdr NOTED. FINAL LOCATIONS TO BE APPROVED BY ORNER NOTE: OUTDOOR DINKY TABLES TO BE AOOE5518LE (P' MIPL KNEE SPACE, 34' MAX. AT, 30' MIN. WIDTH AND IT- MIN DEPTH) Rat Furniture Type Manulacbrer Peadad Description Modelo Oiersed.ns Finkb fabric Oty. A Deck CM1oisa Implfone Cabana Club Relaxed SIT, Choles Lounge 59103315 W28'x082'xSH ISS IBD IBD 22 B Pool Chaise Ledge Lounger Signature ChaBe 0.7' ILL -SG-C-W W 2 x D ltl'X H22' While N/A 8 C Umbrella Tapitone Porlolinoll; Square 6 Manual full Umbrella QS006MS W 2g' x D 70' x H 104.5' IBD IBD 4 D Umbrolla Base Ropilone Steel Plate Base, 24" Round, IS" Pole, Free Standing SP24ft15F W2q'%D24'xH15' AND NIA 4 E AMMsChaB Teak Warehouse Spa Teak Outdoor Secllonal(Center) N/A W2'x D Z'xH 31" Teak Ti 18 F Right Arm Chair Teak Wandprse Spa Teak OWdoor Sectional (Right) N/A W2W'x 0W x 37 Teak ISO 3 G Laft Arm Choy Took Wmehause Spa Teak Outdoor Sectional(Lell) N/A Wx 2W'x H 31' Took IBD 3 H Side Table Teak Warehouse Nng MpI,dde Table N/A W 15.7' x D 157'x H 17.7' Teok N/A 4 I Coffee Table Teak Woodhouse Classic Rectangle Took Coffee Table N/A W23'x D 4i'x H IB' teak N/A I J Daybed Source Moon Daybed SF -TURP -222 H 33' x Did. 0 x SH 18' ED TBD 3 K Ping Pong Table Rhos Baker Outdoor Ping Pond Table RSB.rMSI so WxD 108',HW ISO TBD I L Dining Bench Polm,ard MODBencb 3900 W68'x D 18'xH V' IBD 16D 6 M Dining Table Polmood M0035' x 23'Oining Table 8300 W36'x D 73'x H 2W 18D IBD 3 N ComM1ale Sel Letlge Lounger COInM1ale Board and Bean Be,, LL -GM -CH -WH N/A Whifo N/A 2 O Rash Recepmde me Park And Fardiffies imprinted2 Gal Swivel NO Rash fteaeplode IO&2U'A H34''x Dia. Iss' Stainless steel N/A 2 POOL AMENITY FURNITURE PLAN SCALE: I° = 10'-0' if CONANT &ASSOCIATES 19IW®tRob4uonlRsM OileNn,Pbrlde 39801-1619 PLorc (40/I6f62DS Inmrzm M OCOEE VILLAGE RESIDENTIAL, LLC OCOER, IT- NOTE: L POOL AMENITY FURNITURE PIAN I/23R020 YO, �'�EPLL600D11G (T L-600 NM LEGEND lama ix �` 1 s� `` ��� �� Ise: °, l :o EL E� ��, �E R� ERL I EES "a'Am q TYPE A — FRONT ELEVATION N z i3 x. sv Ea s SCS E:Hum" sal :31 om on, 'K �E mm ma OR I ull TYPE A - REAR ELEVATION SW 7035 ACCE551BLE BEIGE TYPE A - RIGHT SIDE ELEVATION SW 7757 HIGH REFLECTIVE WHITE srvccai Im SW 2868 ROYCROFT PEWTER BSSCl SW 9168 ELEPHANT EAR 5W<7020 BLACKs inOo oaons '"°° "°..... OCOEE APARTMENTS s EMSER AMERICAN ROCKIES ALBERTA ORANGE COUNTY, FLORIDA IMB5RLIN COLOR CALIBRATED ELEVATION TIMBERLINE WEATHERED WOOD LsnLSt TYPE A - LEFT SIDE ELEVATION thZ NRP c 7;l Ana 6E To fig T j r,,,,,I; m I= q I TYPE B - FRONT ELEVATION TYPE B - REAR ELEVATION .E•.IU a jX�S: �' as 3 m,."i E, on is 50 =am'e L ai qi IN IQ ® LE —A ME� Ilo TYPE B - RIGHT SIDE ELEVATION LEGEND -: SW 7036 ACCESSIBLE BEIGE (citlENT&oJL�l SW ))59 HIGH REFLECTIVE WHITE If*✓Ct9L SW 2948 ROYCROFT PEWTER ILLLcil SW 9168 ELEPHANT EAR tsS. S<4.00[W_4iMFM33_1nG1 7020 eSW BLACK O Doors SW 7004 SNOWBOUND Tom, EMSER AMERICAN ROCKIES ALBERTA .0......., TIMBERLINE WEATHERED WOOD > .E•.IU a jX�S: �' is 50 v'h'S SAv' BR EE Ls IQ 2m P<"L LE SL LL BEAZW�'�7,' Llan EB ® �� •.LL = ML _. I >La1 8mm TYPE B - LEFT SIDE ELEVATION OCOEE APARTMENTS ORANGE COUNTY, FLORIDA COLOR CALIBRATED ELEVATION 1 the NRP °t °:� © °..�« «? < ��G/�\: \\� �< 2 37�:�� « � . . 2� � , �.�� r»�� � 2 �d����2 _� � \«« � � ? :sem p % �`�� /.�� / y� � » �� y m � a Wood Coffee Table Dining Table End Chair Round Planter Seating . ...... .. . .. 7 77= AEI 36"PGST-SERIES Umbrella 311 End Table End Table Daybed Chaise Lounge Fire Feature 2 Ping Pong Table In -Pool Chaise Lounge s�t�rtr �pi�h�Sft`^s.�i u, f Grill Tile Veneer Grill Counter - Art -Deco Tile Veneer Pool Water Line Tile 24'x24"Modular Paver Decorative Gravel 3/4"Bluestone Concrete Walks Natural Grey Lawn Kentucky Bluegrass UUFY UFADVEKIISE1V11+,lNT Date Published and Media Name Advertisement or. Article FIRST INSERTION CITYOFOCOEE NOTICEOF PUBLIC HEARING. LARGESCALBPAr+I rienxnnv/FISTpL STTE PLAN F04 OCORE V H.LAGE CENTER "ALLUIMATOCOBE VHdAGE CENTERAPARTML+NTS" CASE NUMBEM LS -2019-007 NOTICE is HEREBY GIVEN, pursuant to Article II; Sections 4-3A(4), of the City of Ocoee Lend Development Code, that en TUESDAY OCTOBER 6, 2020, AT 6:15 F.1FL or as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocom Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Prelimmary/Fim d Site Plan for Allue at Ocoee Pillage Center Apartments. The parcel identification number is OS -22-28-0000-00-040 and is heated on Clarcona Ocoee Road, cast of the 429 Expzessway.l7tepaicel contains 23.67 acres, of which 15.63 acres willbe thsAllme Apartments. Thepcaposed usefar this project is a fom-story 320 -unit multi -family developmeutvdth a 10,000 s.f. Clubhouse. . All interestedparties areinvitedto beheazdduringthepublichengebased on of the meeting. City Hall is closed tothepublic and is subjeetto lve change the GgJernor's Executive Order. This meeting is broadcasted live on A.ycmrm . Chenne14g3 with alive stream at wwtv.Omee.org/197(Ocoee-TV. ehinter- estedpaxty is invitedto ober comments avd/or questions during the hearing by etneiling eitizens8onpee.org ax railing 407-554-7ue or by,registand Cin adve"nee liy emailing dtizeuspa owee,org or eating 407-90inelud5 and City staffwillcall you duringthelive meeting. Acamplete rasefde, including a core - plate legal description by metes an ds, maybe esaminedupon request by phone or email through the Ocoee Planning Department at 407-905-3157 or mrivera@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 matterswi11be publisbed. You are advised that anyperson who desires to appeal any decision made at the public hearings will need a record of the proceedings, and fob this, purpose may need to ensure .that .a verbatim record of the proceedings -is made, ' 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 (Sty Clerk's Office 48 items in advance ofthe meeting at 407-905-3105. September 24, 2020 20-03793W