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HomeMy WebLinkAboutItem 10 Memory Care Cottages Preliminary/Final Large Scale Site Plan (PSP/FSP), Project No: LS-2020-010AGENDA ITEM COVER SHEET Meeting Date: July 21, 2020 Item #: Reviewed By: Contact Name: Kiel Gajadhar, Zoning Manager Department Director: Contact Number: 407-554-7079 City Manager: IVK Michael Rumer .e Subject: Memory Care Cottages at Ocoee I&JV4VI /10 Preliminary/Final Site Plan # LS-2020-010 1900 E Silver Star Rd. Commission District #4 — George Oliver III Background Summary: The subject property is located directly north and west of East Silver Star Road, south of Old Silver Star Road, and east of Johio Shores Road. It is 6.92 acres in size and is currently undeveloped with dense vegetation. The parcel ID number is 15-22-28-4716-00-130, also known as 1900 E. Silver Star Rd. The Future Land Use designation for the subject site is "Low -Density Residential" (LDR). The requested "Memory Care/Assisted Living" (ALF) use is consistent with the Future Land Use Element and Zoning (R-1AA) District, as it is a permitted use within Residential Districts. 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 Low Density Residential / Unincorporated Orange Residential / Orange County R-CE County East Low Density Residential / City of Ocoee LDR Single -Family/ (Temple Groves Subdivision) R-1AA South Low Density Residential / City of Ocoee LDR Single -Family/ (Temple Groves Subdivision) R-1AA West Low Density Residential / City of Ocoee LDR Single -Family/ (Johio Bay Subdivision) R-1A The Preliminary/Final Site Plan will consist of a 96-bed Memory Care/Assisted Living Facility (ALF) that will be divided among the four (4) residences, and one (1) commons building, totaling approximately 66,723 sq. ft. All buildings are proposed at one-story in height. As shown on the Preliminary/Final Site Plan, the facility will have the main access point at Johio Shores Rd, with another access point on Old Silver Star Road, which will be gated and fenced, and used only for emergency access. The perimeter of the parcel will consist of a fifteen (15) to twenty-five (25) foot landscape buffer, and fencing will 1 surround each building. Water, sanitary sewer, reclaimed water (when available), solid waste, police, and fire protection will all be provided by the City of Ocoee. On -site drainage retention areas will handle stormwater management. Finally, the Applicant has requested no Waivers from the Land Development Code for this project. Issue: Should the Honorable Mayor and City Commission approve the Preliminary/Final Site Plan for Memory Care Cottages at Ocoee Assisted Living Facility (ALF)? Development Review Committee Recommendation: The Development Review Committee (DRC) met on June 4, 2020, and reviewed the Preliminary/Final Site Plan for the Memory Care Cottages at Ocoee (ALF). When the discussion was finished, the DRC voted to recommend approval of the Preliminary/Final Site Plan. Planning and Zoning Commission Recommendation: The Planning and Zoning Commission (P&Z) reviewed the proposed Preliminary/Final Site Plan for the Memory Care Cottages at Ocoee (ALF) on June 9, 2020. After a brief discussion, a motion to recommend approval was made by Member Lomneck and seconded by Vice -Chair Williams. The motion passed unanimously. Staff Recommendations: Staff recommends that the Honorable Mayor and Commission approve the Preliminary/Final Site Plan for the Memory Care Cottages at Ocoee (ALF). Attachments: Location Map; Aerial Map; Surrounding Future Land Use Map; Surrounding Zoning Map; Color Elevations; Preliminary/Final Site Plan Memory Care Cottages at Ocoee (ALF) Financial Impact: None Type of Item: (please mark with an `k ) Z Public Hearing For Clerk's Dept Use: ❑ Ordinance First Reading ❑ Consent Agenda ❑ Ordinance Second Reading 91 Public Hearing ❑ Resolution ❑ Regular Agenda Z 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 2 r 46, N N Rl N M �'i- m LIT T iiii ■Il■I'!! iiiii ■■ -- �raw#f }c - 000r .y. - - - - v' f !i R i y p , ou iu - in a� ,r Pf . A t 44 k , i •- J ,.twr.�M'f out,. in ald, tedWe L, outZidein architecture u.� w #fit. ,fLrt► 9- pm� r + j 1n lo 14, z .. Y. ,..r•- a+.a are ,.� �. �. ,.;� •"� s . �,,;� a !, ,., � h � d � yJ,r . •s , ` ,.• e " � - � - �a � � e„may, - i 4 • a w hs ter. r! t r zan r- r ' CITY OF OCOEE APPLICATION NO. LS-2020-010 PROJECT INFORMATION-. PROJECT NAME: MEMORY CARE COTTAGES OF OCOEE PROPOSED LAND USE: HEALTH CARE FACILITY TOTAL DWNERSHIP AREA: 6.92 ACRES TOTAL PROJECT AREA: 6.92 ACRES ZONING: R-1M PARCEL ID NUMBER: /15-22-26-9]16-00-130 SETBACKS: FROM: 3S FEET BACK: 35 FEET SIDE: 25 FEET TOTAL IMPERVIOUS SURFACE: 112.311 IF 2.81 AC BUILDINGS 66.723 IF 1.53 AC SIDEWALK 12,396 IF D.21 AC PAVEMENT 41.— IF D.96 AC PAVERS I.— IF D.03 AC ISR (IMPERVIOUS SURFACE RATIO): 0.41 (40.6%) PRPMED BUILDINGS A. B. C. D. LARGE SCALE PRELIMINARY/FINAL SITE PLAN FOR MEMORY CARE COTTAGES GROSS BUILDING AREA: 13,815 WE (AC) D28 OSF (NON AC - PORCH SIZE) 19 743 TOTAL IF TYPE OF CONSTRUCTION: TYPE IIIB OCCUPANCY/ SE: INSTITUTIONAL 1-1. CONDITIONS 2 1 STORY BUILDING FIRE SPRINKLER DATA: 439 GPM BUILDING TO BE FULLY SPRINKLERED FBC 903.3 (INCLUDING ALL ATTIC AREAS) COMMONS BUILDING: GROSS BUILDING AREA: 6,556 GSF (AC) 1.195 GSF (NON AC - PORTICO a FRONT PORCH) 7,751 TOTAL IF TYPE OF CONSTRUCTION: TYPE HIS OCCUPANCY/USE: INSTITUTIONAL AS 1 STORY BUILDING KL FIRE SPRINER DATA: 438 GPM BUILDING TO BE FULLY SPRINKLERED FBC 903.3 (INCLUDING ALL ATTIC AREAS) FAR (FLOOR AREA RATIO}. 0.221 (22.1%) ROOD ZONE: ZONE 'X AND •A TRAFFIC ACCESS: JOHIO SHORES DRNE cE rcouuous au FUG): • ONE (t) SPACE FOR EACH SIX (6) PATIENT BEDS •ADMONE (1) SPACE IFOR EACH TWD HUNDRED AND FICA (25D) 96 BEDS z 1 SPACE/6 BEGS = 16 SPACES SOUARE FEET OF GROSS FLOOR AREA. • ONE (1) SPACE FOR EACH STAFF OR VISITING DOCTOR 25M SOEARE FEET z 1 SPACE/250SF - 1D SPACES SPACE ONE (1) SPACE FOR EACH TWO (2) EMPLOYEES INCLUDING NURSES. 20 EMPLOYEES X 1 SPACE/2 EMPLOYEES = 10 SPACES TOTAL REQUIRED SPACES: 37 SPACES TOTAL SPACES PRWIDED: 50 SPACES WATER / SEWER CITY OF OCDEE GAS LAKE APOPKA NATURAL GAS ISGO MIMS ROAD OCOEE, EL 34]81 I3 WINTER GARDEN-VINEIAND RD. WINTER GARDEN, FL 34787 PHONE 1—) 905-1150 JBOWNGWCEDELORO CONTACT: MINGO COLON PHONE B-) 556-2734 X139 MCOLONOIANGD.ORG ELECTRIC DUKE ENERGY 325D BONNETT CREEK ROAD TELEPHONE AT&T 11. STEYR STILIE LAKE BUENA VISTA, FL M83D CONTACT: KYLE OANZIGER PRONE (4075 04-]13] ORLANDO, FL 32819 LONTACTnNAI BRASCHI PHONE (MI) 48D-9319 CABLE SPEC RUM 22SI LUCIEN WAY MAITLAND. FL M51 CONTACT: CARL MODRE PHONE (40) 215-8256 •mCONTACTS OWNER: C CIVIL ENGINEER PIGEON-RDBERTS & ASSOCIATES, LUG - 925 SE 17 H AVE., SURE 'A OCALA. FL 34471 1HONEC(641)E424-3330REY CONTACT: CHUCK A. PIGEON P.F. PHONE (352) 861-]]99 A CPMEON®PIGRO EON-BERTS.COM "NGALRIN ENGISCIENCES NEER. GEOUNIVERSALG 3532MAGGIEBLVD. CONTACT RIKAK PONE (40]) 42304 ZRIAKICI_UNIVERSAILENGIN SURVEYOR= HARTLEY SURVEYING. INC. 16 ? 3RG- CONTACTJEFFI.HARTLEY. P.S.M NEY6369]8 E- OF OCOEE ORANGE COUNTY, FLORIDA SECTION 15, TOWNSHIP 22 SOUTH, RANGE 28 EAST LEGAL DESCRIPTION THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4. SECTION 15. TOWNSHIP 22 SOUTH, RANGE 28 EAST, LYING WEST OF STATE READ 438, AL50 KNOWN AS LOTS 13 AND 14 IAKE PARK HIGHLANDS. LYING WEST OF STATE ROAD 438. SAID TAKE PARK HIGHLANGS BEING RECORDED IN PIAT BOOK "F", PAGE 124. PUBLIC RECORDS OF ORANGE COUNTY, FLORIN. LESS AND EXCEPT THE PROPERTY LYING WITHIN THE FDLLOWING DESCRIBED BOUNDARIES: COMMENCE AT THE POINT OF INTERSECTION OF THE WEST LINE OF 5.906 METERS (19.16 FEET) TO A POINT OF INTERSECTION WITH THE SOUTHERLY EXTENSION OF THE EASTERLY RIGHT OF WAY LINE OF JOHID SHORES DRIVE AS SHOWN ON SAD RIGHT OF WAY MAP; THENCE DEPARTING SAID CURVE AND SAID CENTERLINE OF SURVEY RUN NORTH G704'12" EAST ALDNG M11 50UTHERLY EXTENSION AND SAID EASTERLY RIGHT OF WAY LINE A DISTANCE OF 199.831 METERS (655.81 FEET) FDR THE PDINT OF BEGINNING; THENCE CONTINUE ALDNG SAID EASTERLY RIGHT OF WAY LINE NORTH OOD4'12" EAST 5.3G6 METERS (1].41 FEET); THENCE SOUTH 89'S5'96" EAST 3.353 METERS (11.DO FEET); THENCE NDRTH DD04'12• EAST ]D.]62 METERS (232.16 FEET) TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 62.252 METERS (269.68 FEET) AND A CHORD BEARING OF SOUTH 48'44'59• EAST; THENCE DEPARTING SAID EASTERLY RIGHT OF WAY LINE RUN SOUTHEASTERLY ALDNG THE AN OF MID CURVE THROUGH A CENTRAL ANGLE OF Btl 50'22• A DISTANCE OF 87.339 METERS (2S— FEET) TO FEET) OF 174.86D METERS (573.60 FEET) AND A CHORD BEARING OF SOUTH 4959'37" WEST; THENCE SOUTHWESTERLY ALONG THE AN OF SAID CURVE AND ADD G MID CENTERLINE F SURVEYETES (5-09 FEET) TO A POINT OF THENCE SOUTH 2UM'29D WEST ANDTHR CONTNUINGUGH ACALONG LN MID CENTER EANGLE OFB OF •SURVEYT AN CE DISTANCIE OF21101 Seee METERS (333B6 FEET) TO A POINT ON ANC EASTERLY PROJECTION OF THE SOUTHERLY BOUNDARY OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 3351, PAGE 2188, PUBLIC RECORDS OF ORANGE COUNTY, FLDRIM; THENCE RUN ALONG SAID EASTERLY PROJECTION AND SOUTHERLY BOUNDARY NORTH 69'S9'S8" WEST 1BD.181 METERS (527.50 FEERTO THE POINT OF BEGINNING. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. ORANGE COUNTY PARCEL ID J, s-22-28-47, 6-GD-1� INDEX OF SHEETS SHEET NO. TITLE C-01 COVER SHEET C-02 GENERAL NOTES C-03 AERIAL PLAN C-04 SITE GEOMETRY PLAN C-05 PAVEMENT, SIGNAGE AND PAVEMENT MARKING PLAN C-06 GRADING AND DRAINAGE PLAN C-07 CROSS SECTIONS C-O6 DETAILS & SECTIONS C-09 SITE UTILITIES PLAN C-10 SANITARY SEWER PROFILES C-11 DRAINAGE DETAILS C-12 DRAINAGE DETAILS C-13 SITE DETAILS C-14 SITE DETAILS C-15 UTILITY DETAILS C-16 UTILITY DETAILS C-17 UTILITY DETAILS C-18 STORMWATER POLLUTION PREVENTION PLAN C-19 STORMWATER POLLUTION PREVENTION PLAN NOTES C-2D STORMWATER POLLUTION PREVENTION DETAILS REFERENCE PLANS SHEET NO. TITLE SV-1 ATLA/NSPS LAND TITLE & BOUNDRY & TOPOGRAPHICAL SURVEY (1 SHEET) L.1.0 TO L.3.0 LANDSCAPE PLANS (10 SHEETS) E.1.1 ELECTRICAL PLAN (1 SHEET) Pigeon - Roberts 925 S.E. 17th Street & Associates, LLC Seite A Ocele, R. iOe 34471 CIVIL ENGINEERS•PLANNERS (352) 861-n99 voice SURVEYORS & MAPPERS (352) 681-]]09 fez REG/STRAT/ON NUMBER• �• NO. 2BW31 " SU/VVEYhVG W MAPPJW: LB NO. )48l PROJECT NO. 434.01 03/15/2020 ENGINEER'S CERTIFICATION Digitally signed by Chuck Chuck AA Pigeon Pigeon Date: 2020.07°.1310:09:06 04'00' R N0 3733BSTATE OF FLONEA SHEET C-01 OF 20 GENERAL NOTES: 1. ALL CONSTRUCTION COVERED BY THESE PLANS SHALL COMPLY WITH THE MATERIAL REQUIREMENTS AND OLMLITY CONTROL STANDARDS CONTAINED IN CITY OF OCDEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. NOTE: THE MOST STRINGEW STANDARDS BETWEEN THE CITY STANDARD AND STANDARDS SET FORTH IN THE GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY) SHOULD BE FOLLOWED. 2. THE CONTRACTOR SHALL REFER TO AND ABIDE BY ALL PERMIT DOCUMENTS AND GOVERNMEWAL AGENCY INSPECTIONS / REPRESENTATNES DIRECTIONS FOR ANY ADDITIONAL REQUIREMENTS OF SAID AGENCIES. 3. ANY DEVIATION FROM THESE PLANS REQUIRES PRIOR WRITTEN APPROVAL 4. THE GENERAL CONTRACTOR FOR THE PROJECT IS HEREBY REQUIRED, AS PART OF THE CONTRACT, TO REVIEW EACH SHEET OF THE SET AND STUDY THEIR CORRELATION PRIOR TO BIDDING & CONSTRUCTION. 5. THE GENERAL CONTRACTOR IS HEREBY REQUIRED TO IMPLEMENT SITE SAFETY THE GENERAL CONTRACTOR IS HEREBY REOUIRED TO CONTACT ALL PERTINEW UTILITY COMPANIES. FIELD VERIFY THE EXACT LOCATION, BOTH HORIZONTAL AND VERTICAL, OF ALL EXISTING UTILITIES WITHIN THE PROJECT BOUNDARY BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN AWANCE OF TRENCHING. CONSTRUCTION SHALL CDMMENCE ONLY AFTER APPROVAL OF ALL APPLICABLE PERMITS. THIS PROJECT FALLS WITHIN THE JURISDICTION OF THE FOLLOWING REGULATORY / MUNICIPAL AGENCIES: CITY OF OCOEE. FLORIDA ORANGE COUNTY. FLORIDA ST. JOHNS RIVER WATER MANAGEMENT DISTRICT n.]7]W>•Il*a laxVN.M1:)x:Egn:nxat.: PIGEON - ROBERTS W ASSOCIATES, LLC. IF PLANS ARE UNCLEAR, REOUIRING INTERPRETATION OR CONFLICTING INFORMATION IS DISCOVERED. 9. THE CONTRACTOR SHALL COORDINATE ON -SITE WORK ACTIVITY, ACCESS AND MATERIALS STORAGE LOCATION WITH OTHER ON -SITE CONTRACTORS SD THAT WORK AT THE PROPOSED PROJECT SITE CAN COMMENCE IN HARMONY WITH OTHER SITE DEVELOPMENT ACTIVITIES. 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE COMMENCEMENT OF CONSTRUCTIDN. ANY DEVIATION IN PUN INFORMATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT INDEX NO. 102-60D SERIES FOR TRAFFIC CONTROL THROUGH WORK ZONES. 13. UNDERGROUND INFRASTRUCTURE CONTRACTOR SHALL MINIMIZE THE WORK AREA D WIDTH OF TRENCHES TO VOID DISTURBANCES OF NATURAL VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON DEVELOPMEW CODE REQUIREMENTS UNLESS OTHERWISE SPECIFIED. 17. AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED, UNLESS OTHERWISE NOTED ON THE PUNS. A FULL STAND OF PERENNIAL GRASS WILL BE REWIRED PRIOR TO RECEIVING PROJECT APPROVAL. ANY TESTING OR RE -TESTING REQUIRED, OR IMPACTS OF TIME DELAYS CAUSED BY WORK. OR MATERIALS NOT MEETING STATED CONTRACT REQUIREMENTS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL SCHEDULE TESTING SO THAT CONSTRUCTION ACTIVITIES ARE NOT DISRUPTED. MISCELLANEOUS TESTING ABOVE AND BEYOND NORMALLY SCHEDULED TESTING MAY BE REQUESTED W THE OWNER AT ANY TIME. THE CONTRACTOR SHALL COOPERATE WITH SUCH ACTIVITIES. 20. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL UTILITY LINES BEFORE CONSTRUCTION. A "ONE CALL" SUNSHINE 811 (1-800-432-477D) DOES NOT TOTALLY REPRESENT ALL UTILITIES POTENTIALLY AFFECTED. ALL UTILITIES SHALL BE KEPT IN OPERATION EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESERVE EXISTING UTILITIES. ANY AND ALL DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S ACTIVITIES, SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 21. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE SITE TO DETERMINE EXISTING CONDITIONS. ANYTHING NOT COVERED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND SHALL NOT CONSTITUTE AN EXTRA. UNLESS APPROVED IN WRITING BY THE OWNER. 22. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER'S REPRESENTATIVE UPON DISCOVERY OF CONFLICTS BETWEEN THE CDWRACT REQUIREMENTS AND ACTUAL CONSTRUCTION CONDITIONS AND SHALL NOT PROCEED WITH ANY WORK FOR WHICH THE CONFLICT HAS ARISEN UNTIL CONFLICT IS RESOLVED WITH THE OWNER'S REPRESEWATNE. ALL BURIED PIPELINES, CONDUITS, CABLES, ETC. SHALL HAVE A MINIMUM COVER OF 30 INCHES BELOW FINISHED GRADE UNLESS OTHERWISE CALLED FOR. ALL FACILITIES AND ACCESSORIES SHALL BE INSTALLED IN COMPLIANCE WITH APPLICABLE LOCAL CODES AND REOOREMENS PLUS THESE CONTRACT DOCUMENTS. ALL DUST SHALL BE CDWROLLED ON SITE ONLY AREAS SCHEDULED FOR IMMEDAT CONSTRUCTION SHALL BE CLEARED OR STRIPPED OF PAVEMENT OR VEGETATION. WATERING. APPLICATION OF CALCIUM CHLORIDE. OR OTHER PRIOR SHALL REVIEW SITE CONDITIONS AND DETERMINE METHODS AND EXTENT OF DEWATERING NECESSARY. NO ADDITIONAL COMPENSATION SHALL BE PRWIDED FOR CONTROL OF GROUND OR SURFACE WATER, OR FOR ADDITIONAL TERALS OR TIME REOUIRED AS A RESULT OF INADEOLATE OR INSUFFICIEW DEWATERING. 26. THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OF REOUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EASEMENTS OF RECORD. 27. THE CONTRACTOR SHALL RETAIN ON THE WORK SITE, COPIES OF ANY PERMITS NECESSARY FOR THE CONSTRUCTION. 1. THE CONTRACTOR SHALL PROVIDE ALL INFORMATION, AS -BUILT CERTIFIED SURVEYS, CERTIFIED TEST RESULTS, AND O&M MANUALS (IF APPLICABLE), TO ENGINEER FOLLOWING COMPLETION OF THE CONSTRUCTED ITEMS. AND IN TIME TO OBTAIN CERTIFICATIONS AS NEEDED FROM ALL STATE AND LOCAL AGENCIES, A MINIMUM OF 3 WEEKS PRIOR TO NEEDING CERTIFICATE OF OCCUPANCY. RECORD DRAWING INFORMATION SHALL INCLUDE BUT NOT BE LIMITED TD FINISHED GRADE ELEVATIONS, SANITARY SEWER LINE LOCATIONS, MANHOLE AND STDRM STRUCTURE RIM AND INVERT ELEVATIONS, PLUS LOCATION, DIMENSION AND ELEVATIONS OF ALL OTHER CONSTRUCTION COMPONENTS THAT VARY FROM THE DESIGN PLANS 2. AS -GUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS IN IN THE FOLLOWING FORMATS. A) 1 P L DF COPY B) CAD COPY DRAWN IN THESTATE PLANE COORDINATES. CLEARING u 1. REFERENCE LOCAL CODE FOR NATIVE VEGETATION RED REVIEWS. CLEARING SHLL EXTEND ONLY TO THE LIMITS IDENTIFIED ON THE PLANS. TREES FIE IDENTID TO BE SAVED, IF APPLICABLE AND WITHIN THE CLEARING LIMITS, OF THE CONSTRUCTION LIMITS SHALL BE IDENTIFIED AND PROTECTED PRIOR TO AND DURING CLEARING. 2. ALL PRDHIBITED EXOTIC VEGETATION AS DEFINED BY CITY AND/DR COUNTY CODE SHALL BE REMOVED FROM THE SITE AND IT SHALL BE MAINTAINED FREE OF EXOTICS IN PERPETUITY BY THE PROPERTY OWNER. 3. THE CONTRACTOR SHALL DISPOSE OF ALL CLEARED AND GRUBBED MATERIALS BY HAULING, OR CHIPPING AND GRINDING AND TRANSPORT OFF -SITE. 4. IF DURING THE COURSE OF THE SITE CLEARING, EXCAVATIDN OR OTHER CONSTRUCTION ACTIVITY, AN HISTORIC OR ARCHAEOLOGICAL ARTIFACT, OR OTHER INDICATOR IS FOUND, ALL DEVELOPMENT WITHIN THE MINIMUM AREA NECESSARY TO PROTECT THE DISCOVERY SHALL BE IMMEDIATELY STOPPED AND THE PROCEDURE AS OUTLINED IN THE CITY OF OCOEE, FLORIDA LOC SHALL BE FOLLOWED. SITE P 1. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED, IF APPLICABLE. 2. GAS, ELECTRIC, PHONE AND CABLE TELEVISION UTILITIES TO BE ADJUSTED ANG/OR INSTALLED BY OTHERS. CONTRACTOR SHALL COORDINATE WITH EACH RESPECTIVE UTILITY TO HAVE UTILITIES HELD. ADJUSTED, INSTALLED OR ALTERED TO FACILITATE SITE AND SWALE GRADING REDUIREMENTS. 3.AW PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED. IF A CDRNER MONUMENT. POST OR OTHER IDENTIFICATION IS N DANGER Df BEING DESTROYED, AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL EMPLOY THE SERVICES OF A PROFESSIONAL REGISTERED SURVEYOR TO RE-ESTABLISH THE MONUMENT AND REFERENCES AND PROPERLY NOTIFY LOCAL PUBLIC AGENCIES AND FILE ALL REDUIRED DOCUMENTATION ALL AT NO ADDITIONAL COST TO THE OWNER. GEDTECXNIDAL uOTES� SITE SOIL BORINGS AND SOIL INFORMATION OBTAINED FROM UNNERSAL ENGINEERING SCIENCES, INC., 3532 M GGIE BWD. ORLANDO. FL 32811 REPORT NO. 1748751. FEBRUARY 21. 2020. 1. CDNTRACTOR TO ADHERE TO RECOMMENDED SITE PREPARATION, COMPACTION OF FILL SOILS, FOUNDATION SUPPORT, O-ITY CDWRDL AND EITHER QUALIFICATIONS AS OUTLINED IN GEOTECHNICAL SITE EXPLORATION. SURVEY OATH Au0 BE H RK u0TE5: 1. SEE "BOUNDARY AND TOPOGRAPHIC SURVEY" FOR PROJECT SPECIFIC SURVEY NOTES. 2. THE BOUNDARY AND TOPOGRAPHIC SURVEY UPON WHICH THESE PLANS ARE BASED WAS PREPARED BY HARTLEY SURVEYING, INC.. DATED AUGUST 05. 2019. THE ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY BENCHMARK C14NOD2, HAVING AN ELEVATION OF 121.97 FEET ORANGE CDUNTY DATUM. THE BEARINGS SHOWN HEREON ARE BASED UPON THE SOUTH LINE OF THE N 1/4 OF THE NW1/4 OF SECTION 15-22-2B, HAVING A BEARING OF N 89'S6'S2" E PERFA. PROJECT NO. B02 009 U. SECTION 75250-2525 1. CDNTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE PROJECT STORMWATER POLLUTION PREVEWION PLAN (SWPPP), AND FDEP W NOTICE REOUIREMEWS. 1. CDUWY PERMIT TO PERFORM WORK AND OR MAINTENANCE IN PUBLIC RIGW-OF-WAY IS REQUIRED FOR WORK WITHIN ANY COUNTY PUBLIC ROAD LA RIGW-OF-WAY. 1. REFER TO LANDSCAPE PLANS FOR LANDSCAPE PLAN LOCATION AND DETAIL. 1 WORK PERFORMED WITHIN THE FOOT RIGHT-DF-WAY SHALL BE IN ACCORDANCE WITH THE 2D20-21 FOOT STANDARD PLANS, 202D STANDARD SPECIFICATIONS FDR ROAD AND BRIDGE CONSTRUCTION AND 2017 UTILITY ACCDMDDATIDN MANAUAL. 2. NOTIFY ORLANDO OPERATIONS TWO BUSINESS DAYS BEFORE START OF CDNSTRUCTION. CONTACT PHONE NUMBER 321-119-B1DD. 3. ALL SIDEWALK AND HANDICAP RAMPS MUST BE ADA COMPLIANT. 4. IT WILL BE THE RESPONSIBILITY OF THE PERMITEE TO REPAIR ANY DAMAGE TO FOOT FACILITIES CAUSED BY CONSTRUCTIDN OF THE PROJECT. 5. ALL CONCRETE SHALL BE AN APPROVED FOOT MIX DESIGN OF 3,ODD PSI OR GREATER. 4341O1NO00 434.01 5' SIDEWAL�I � I ZONING: -AAA wl 3 � JBRIBBAY DRIVE s>h r20p O � �2 'a Opp SIGHT DANGLE �25') ZONI\G � R1 � 2 PRO 5'SID ` ZUX ZONING UNINCORPORATED y0 irvan,+as OLO SILVE STARRDAD $ TEFRITORY Aawwl laa vrnrtrnlr U r,r»rn - W _____wu____ __IF -6"- cau�,eo. cai a aos.. rsiv u 0 ,65P'W case cr cvr i �r�u< p 3y r r-'"�semriMe,m,9�6!Jae's'Y.nzm�dl5 PROPOSED 1 STORY BLDG ARCHITECTURAL BLDG STYLE "BB" PROPOSED I' BLDG DG20 200 I ARCHITECTURAL SLOG '_ � II STYLE 'Bss L fl J wnsT[ eCo P PROPOSED i STORY COMMONS BUILDING t00 sow ARCHITECTURAL STYLE ,oe BLDG"C" zsr PROPOSEDORAIIJA RETEVTION AREA#1 / �5' CONCRETE S (3' FRDM BACK 621-1 ---- ----r BUILDING SETBACK L NE (WP.) ---- - -- ---- ---- / STATE PLANE COORDINATES STATE PLANE COORDINATES rz / PROPOSED DRAINAGE NUMBER NORTHING FASTING NUMBER NORTHING EASTING PROPOSED RETENTION AFEA#2 100 1542666.]OJO 492]82.]B52 1. 154261621]] 493122.993D I STORY BLDG .1 tai / / / 102 109 1542632.5500 49280},1215 1542599.9731 492859.5]Hl 188 1. 1592516.OB98 993OB0.2490 1542522.8562 493058.1912 ARCHITECTURAL BLDG / (141. 5 •, zae / / 105 106 1542638.6543 492868.2566 1542624.8522 492892.2568 188 109 1542522.8582 493055.1131 1592522.8582 992922.4592 / 107 1542541.9964 492886.2619 190 1542585.6145 992859 rz / = R w 5D14 .9935 013 3436 __ / CB 84G .vB20 A 100 111 112 1542581 492902.26]2 154255151J3 49b09.584] 1542539 8562 493009.5847 191 192 193 1542595 492098 15426208936 492609.9J21 1542614 J]98 492766 4901 rz // 113 114 1542534.8562 49313211111 154254].t BD] 493D23.1211 200 202 1542605.5269 492897.234D 1542662.8602 492894.5674 / PROPOSED 115 1542518.B1B1 4931323.1211 203 1542B62.8602 493OD3.9007 I STORY / 117 15426]6.8535 493D23.1111 205 1542605.5269 4930D1.234D BLDG300 SRCRTECTURAL BLDG / / 118 1542586.1801 493D1B.1111 206 1542B95.1983 492846.5409 STYLE A ' 119 1542595.1935 493008.1 t11 207 1592809.8650 492896.5359 '7 IL4,J,6 sF) E41/� / / 6 w E 12D 1542595.19M 492986.1150 208 1542805.8102 492961.2027 122 1542830.3000 491D89.72D9 209 1542]65.8]09 992971.2095 z e \ / 123 127 1542690.8169 49W31.2093 1542095 5831 49301B.1124 210 211 1542119.2031 492971.2056 1542819 8606 492977.2091 ,ea se ,a v ° 135 136 1542691.3343 49MB3.8478 15421015 4930B2.BB03 681137 212 213 15428M.8834 492856.5378 1542950 .53 5301 49285629 N y r ROPoSED� K, SIGN W G a Tom_ 1542676.107E 49309D.804 214 1542946 M53 492971.1997 Graphic Scale 130 1542667.8032 493132.5591 215 154291165355 492981.2014 OF 1" = 40' 139 1542616MM 491141 831E 216 1542879 8688 492981 2026 / 140 1542665 3371 493182 0953 217 1542835 0J09 493200 0]]3 141 1542650.9529 49311] 7907 218 1542839 8J09 493079 410J 199 1542999 t953 493096.0163 219 1592879 8]05 993075 410J 146 1542960.83151 4DW18.3195 220 15429D6 5315 4930]5A10] 147 148 1542960 82B6 492983.3195 1542995.8286 492083.3174 221 222 15429465372 493079A10J 1542950 5315 493200.0]]1 \\I i IQ1592995.5951 9930]3.310] 223 t542895.2050 993210.OBD9 "' 15D 1542960.5951 493013.310 224 1542B99 2058 493089.4137 NOTES: 15t 1542960.4356 493030.310] 225 1542739.2050 493085A13J 1. SEE BOUNDARY AND TOPOGRAPHIC SURVEY SHEETS SV-1 AND SV-2 FOR BOUNDARY 153 1542490.8582 49MB1.110B 226 227 1542165.8124 493085.4137 AND SITE DIMENSION INFORMATION. 2 SE SITE DETAILS SHEET C 13 FOR WPIML PAVEMENT SECTIONS. 156 1542490.8]B] 492931.1 t11 15420D5.8724 493089A13J $� 3. DIDAP PARKING SPACES, AISLES, STRIPING, WARNING STRIPS AND SIGNAGE SHALL 15] 1542529.3086 492844.128] 226 1592609.8]24 493210.OBM MEET ALL CURRENT AM CRBERA AND CURRENT FLORIDA ACCESSIBILOY CODE. 150 1542553.1093 492830.496] 229 15426]0.6451 492072.2568 "+ 4. CROSSWALK STRIPING SHALL CONFORM TO FOOT STANDARD PLANS ]11-001. ,pa 5. SIDEWALKS SHALL HOVE A CROSS SLOPE OF 1.0% AND SHALL MEET THE BUILDING 161 154281)1.5B59 492801.7447 230 1542850.MB6 492886.2588 31 AT AN ELEVATION MATCHING THE BUILDING FINISHED FLOOR ELEVATION. L 6. ALL STOP BARS SHALL IN 2H THERMOPLASTIC. 182 154260].t92B 492800.5945 231 1592899.2035 49296].20J4 J. REMOVE ANT EXISTING LOOSE PAVEMENT MARKINGS, RESTRIPE AND PAIW AL 163 1542563.21]] 492118.92B4 251 1542480.3611 492932.1601 MVENENT MARKINGS TD REMAIN IN ACCORDANCE WITH FOOT REQUIREMENTS AND 6 STANDARD PLANS. 169 1542563.4253 493081.2305 252 1542480.3651 49308].5851 S. SEE ARCHITECTURAL AND LANDSCAPE PLANS FOR BUILDING FRDWAGE COURTYARD 165 1542566.9553 493D67.1111 253 1542452.0956 4931 D5.7127 DESIGN AND LAYOUT AND FENCE DETAILS. 9. PERMIT TO PERFORM WORK AND/OR MINTENANCE IN PUBLIC RIGHT-OF-WAY IS 166 1542624.9995 493D6].1111 254 1542424.9875 493091.252D REQUIRED FOR WORK WITHIN THE ROADWAY RIGHT OF WAT ON OLD SILVER STAR ROAD AND OHIO SHORES DRNE. 168 15 2614.5899 493108.5240 255 1542411.8920 493066.5717 169 1542554.8562 492924-Il 256 154242D.1979 492988.303J 170 1542554.8562 492914.224B 257 1542442.5719 492923.6]52 171 154256].5269 4929]0.584] 258 1542916.1466 493236.7359 172 1542561.5269 492921.8540 259 1542948.1715 493269.202D C6= V LEGEND: 173 1542552.5269 492912.0540 260 1542945.6521 493348.5051 ® - PROPOSED BUILDINGS ------- ------- - BUFFER LINE 175 1542995.B122 493D28.3041 261 1542945.9300 493419.0588 = PROPOSED ASPHALT PAVEMENT ® = CROSS ACCESS EASEMENT 176 1542721.2073 493020.3100 262 1542910.4183 493431.7603 111 1542698,9156 493038.8268 263 1542878.6266 493391"Ill 0 = PROPOSED CONCRETE Q{] = LIGHT POLE 17B 154269D.0784 491M8.8589 269 1142.12.4213 493314.0001 REFERENCE TO LINE & CURVE TABLES - - - - SETBACK LINE 179 1542681.9961 49W51.0963 265 1542]10.3811 493292.0592 ® x = REFERENCE TO COORDINATE TABLES 40 = NUMBER OF PARKING SPACES 100 1542684.9385 493D55.1 t1t 266 154276J.6933 493254.3567 181 1542682.5112 493D59.1411 267 15428M.2861 493237.D299 = PROPOSED CENTERLINES = FENCE 102 1542672.3584 4930]B.1 J3] 260 1542875.0971 493236.8914 - - - - - FASEMEWS 183 154266&4065 49MB8.431B 269 1542481.8509 492898A185 184 1542665.2048 493101.2420 270 1542453.9479 492B65.8714 min wa? L O H t O - �a d ^Bu 434-01.000 Jab No. 434.01 C-04 of 20 OLD SILVE`JR STAROAD $ 00 ivvoi,rv. wu�l'a�a vF h r� rcF wv I - �W` r` •v,., ww wu ww ww wu ww I w ww ww w I 1 sas's6s2-w W L csW� r °n Unv, Graphic Scaled / L j 1 = 40 i { ±' 17 PROmOBED DRAINAGE / / d RETENTIONAREA#2 PROPOSED ', II I PROPOSED / ARCHITECTURABLDG 400 QQ L SLOG I I6 ARCHITECTURAL BLDG BOEWALKRETE BTYLE "BB" r STY_E'H,i" 1 I� to SIGN LEGEND. _ uo N Y Y MAO I STOP (P,-t) HANDI-CAP SIGN FIRE LANE SIGN 6 6 dDMID-Y 1 u (FTP 25) (12"'x,e" IN 1. $1 1 RED ON WwTE DRIVE t 1" $ I4 I PROPOSED f r / KEY NOTES. e PROPOSED -'I I 1sroav / © EWER& i r< _ BLDG 300 2) Oj STOP SGu. REFER TO LANDSCAPE PUN FOR s 1 STOW xrcxa, I Igo 2) - ARCHITECTURAL SLOG SLOG 200 - I I _ / ' SEE SIGN LEGEND CTION DETp L *� �"m ' ARCHITECTURAL BLDG ' � II S II � - STYLE'A" � / STYLE"E" . O f�LNMCAREDOf IE fX /�. ❑Ss40nEERSIGN A�s PFLEGEND MPSTERPpDO 8-a- •[CONCRETE CCURRB. RUSH WITH FINISHED GRADE (RIBBON CURB) Do [ W E c 1 »/ REFER TO DETp L ON SHEET C 14 LOAD uG E20NELE wARu uG STR P: b Q 2 to 36 II 21 I / % ® GENERATOR ASSEUBLv CONCRETE MD ❑ IN X 25' AREA STRIPE AREA v REFER DET4_ N ACCORDANCE WITH CITY OF OCOEE'S e 8 PROPOSED 3 Lk REFER TO OET ON SHEET C i4 R REQUIREMENTS. PS 3 y PSLre SIG / ARCHITECTURAL PLANS o O U 12 PROPOSED i STORY 'Al ,Y"w ASPHALT PpvEUEM 6L� 4 25 Y u u C01NMOAS BUILDING 100 - I 28 ` / V OFCAmQ O CONCH RB. ® REFER TO TYPICAL ACCESS DRNE V2 °¢ ARCHITECTURAL STYLE Ifs' B F REFER TO DETpL TYPE D" CURB SECT DN BETWEEN BU LO LAGS ON 3 _ ON 16 OG C IB �� P/6F/ N SHEET C 20 (OPT ON4L MERLOCKING IY o . I O - / °v# ❑5 ASPHALT PAVEUEM EUEO uu OUM PAVERS) �Q s REFER TO DETAL FOR MEDIUM DUTY s 1 In PAVEMENT 21 6' STUCCO wSCREEN 4 o ¢ 1 1 2J 23 ® F 6 HIGH WALL SCREEN FOR ` O g f� IB 46 �� © REFER TO DET41L D FDCL MECHN GL UNITS. REFER R / 1 = f' RP ` REFER TO OETpL AND FOOT STANDARD pRCHITECTIML DRAWINGS FOR DETAILS. LLL PROPoi(0 2• 2 n � 8 � PGNS NDEX Xtt 001 � 0 n nu^cnF a .0 11 \ O C tO I O HANDICAP ACCE S uNI1MD UG 20NE ❑ 6 CONCRETE SIAB, 3D00PS, LIGHT SLOPE 2% MAX. EACH WAY AND STRIPE BROOM FLASH W/ k5 REBAR ryo ' ADA COMPLIANT REFER TO DETAIL ON Y12 D.C.EW 12•z12 THICKENED \ SHEET C 13. EDGE W/ (2) k5 CONTINUOUS. H r 1' CONCRETE SIDEWALK IB \� 26 W o THICKENED EDGE ENTIRE PERIMETER OF (3' FRON. BACK DF CURB) 4 G. 8 \� 128 ❑A CQN[RETE w EL STOP SB_ �9 q TO SIT LEVEL WITH PAVING. 4 0 0 - / REFER TO DETpL (16 TOTAL) 23 CONCRETE RBBON SUBS u r o e a 12" CO E `JI 11 JyC' ❑9 $T@IpjB4, BROOM FNSHW/ k58�R• LIGHT =� U PROVIDE B• WIDE PARKING LOT •12 D C.E.W. ^, PROPOSED DRAINAGE ryo STRIPING AS SHOWN USE 8 W 8 y RETENTION AREA#1 HIGHWAY MARK NG PAINT (2 ❑24 C G S)TYPCALPARKING. BCYCLE RAC K ALL PARK NG. SEE DETAIL SHEET C-14 `v Q DRECT CNnL ARRbv/STRPUG. 2y VALLEY GUTTER wad 0 r or ti sago " PER FOOT INDEX. REFER TO FDOT STANDARD PLANS 6t,-0� ` INDEX 520 ON001 (CNCREfE SDEWALc. qqp 1 LEGEND: KNG GDMM RY STALL CONCRETE SIDEWALK PER 26 MEDAL SGu w/ M u POST �¢ �•..Peva 0 = PROPOSED CONCRETE DETAL C. SHEET C 11 EMERGENCY VEHICLES ONLY" REFERENCE TO LINE R CURVE TABLES ONE (1) SPACE FOR EACH SIX (6) PATIENT BEDS M R G µO CROSSWALK STANDARD uA Ku D pl BRAVEL APERI s6' BB BEDS • 1 SPACEEA BEDS = IB SPACES ❑ I = REFERENCE TO COORDINATE TABLES ONE (1) SPACE FOR EACH STAFF OR VISITING DOCTOR (SEE FOOT STANDARD PLANS INDEX BU LD NG PER METER GRAVEL BED N j za pp ° = 1 SPACE 711-OD1). STANDARD MARKING. SLOPE (ALL BUILDINGS) O i� 8 / ONE (1) SPACE FOR EACH TWO (2) EMPLOYEES INCLUDING NURSES. 2% MAX EACH WAY AND STRIPE ADA PROPOSED CENTERLINES 2D EMPLOYEES z 1 SPACE/2 EMPLOYEES = 1D SPACES LDMPLMNT 12" WIDE WHITE EDGE ?8 FRE uuE unRK NG RKINGS m § 286.�5' of 93 63Y 56 ❑ (MINIMUM < _------. BUFFERS STRIPES "NM CURB RED (MNMUM GDUF)CURB IN I '- a? fC0uu0u5 BU LO UG3. p �o AOMDNET (1) SPACE FOR EACH iW0 HUNDRED AND FIFTY (25)) ND PARKING" N FACE OF CURB IN C uE ® SQUARE FEET OF GROSS FLOOR AREA. O PRNA[Y FENCE. WHITE 6 LETERNG (TWO REQUIRED). N NUMBER OF PARKING SPACES 2SOD SQUARE FEET z 1 SPACE/25DSF - 10 SPACES 4' HGH ALUMNUM SECURITY FENCE PANT TRAFFIC YELLOW 6" WIDE Ola w VERTICAL NDN-CLIMB PICKET FENCE. DIAGONAL AT 5' O.C. ON PAVEMENT 2' e0 — — — = BUILDING SETBACK LINE TOTAL REQUIRED SPACES: 31 SPACES REFER TO ARCHITECTURAL PLAN FENCE WIDE WITH YELLOW LETTERING "NO - TOTAL SPACES PROVIDED: SO SPACES DETAILS PARKING FIRE LANE". 16• LETTERING 19 ` L FU No. - STORM DRAIN STRUCTURE 24" WIDE THERMDPGSTIC 434.01.000 Q O CQNNREfE MD: ---------- - ADA ACCESSIBLE ROUTE CONCRETE PAD. 4" MIN. Jab No. - DEPTH W/ FIBER REINFORCEMENT. 434.01 LIGHT BROOM FINISH G05 of 20 ,:T4Ta a,arOrolE sleTo, a11o9a, o, OPoaIdws-PE\o-91 slDNwaE AKo P,vENEK* N.I. 1- 12o,91.1wg 2oz0 1 a°,a,°ad 1 I ° �� \ PROPOSED es C 1 sroaV �4� I BLDG 400 °F0 L } i / '' �HITEGTURAL BLD�� y_ #'� I YARD GRAIN� I - I I IY I 4 u0Hl0 BAY I` U q R OR1VE Fx snm no0 II 1< a Tan PROPOSED 1 & � BLDG 200 1 ARCHITECTUR9L BLDD r STYLE T O §� PROPOSED I STORY d COMMOA'S BUILDING ,00 i ,�° RCHITECTURAL STYL NLSN26iLDCR I° I I I I \ I � ':\ Y Aw rr I I� l I 1 �m+.aer(Er s0 DSILVERSTARROAG � g FnTFrvr Y 1 fl Fx[BH[36F�OR \ fl LY PROPOSED 4I STORY BLDG 500 ARCHITECTURAL BLDG srY_E AA RETENTION AREA k2 ENERGY DISSIPATDR / P-02 El I • OPOSEO 1 STOW 3 BLDG300 SR BH%TECTURIL BLBPJ 0 f STYLEA" � o e zEA , P-DA` g ENERGY DISSIPATOR U NC FK n s TY O' W W LL W IF S j"v4" - o W ✓ � Lein i'n �Grp hic Scale I / • = 4D• LEGEND: v EXBTING LIAIDR CONTOUR = Lam. .o EXITING MINOR CONTOUR a X - EXITING SPOT ELEVpT10N 0 = ✓// /" ��� = PROPOSED CONTOUR 'zr. j = PROFO^ED SPOT ELEVAlI01 WATERSHED BOUNDARY LINE _ 0 � = CHANNELQED FLOW DIREC110N -�+ = RUNOFF FLOW DIRECT. {i - ROOF DRAIN DIRECTION (1 = EXBTING INLETS AND PIPES PROPOSED INLETS AND PIPES uss - MITERED END SECTION AND ENERGY DISS—OR m = CLFANOUTS 3 xE� s � o ® ROOF -BANS v s ) - BOC BACK OF CURB OR SDEWALK GBADE S 8 /� EOP EDGE OF PAVEMENT OR SPOT GBADE 3 lT/ - SOIL BDRNG NUMBER & LOCATEN all a me 1 all 21 14-5512 0$9 0�E e 1) B 6g Y S9 _ (l 1151) _$ (s L) j oo (u[s c) eme (_ 7)11-1114 1-1 - - - 41 0 a gpe NOTES: .y- U P i Go PIPE LENGTHS ARE CALCULATED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 2] J 2. PROPOSED RODF DNS SHALL BE CONNECTED TO B• DIAMETER PVC STORMDRAIN BRANCH LINES. THE MAIN TRUNK r LINE SHALL BE HOPE UNLESS OTHERWISE NOTED. MINIMUM SLOPE OF STORMDRAIN LINE FOR THE RODF DRAINS SHALL BE 0.5%. COORDINATE PROPOSED PIPE INVERTS WITH APPLICABLE STORM WATER STRUCTURE. PROVIDE CLEANDUTS AT MAIN TRUNK LINE, MAXIMUM SPACING 15OLF. PROVIDE CLFANOUT AT EACH INTERSECTION OF PIPING. s C 3. PROVIDE STORM WATER MANAGEMENT AND EROSION CONTROL MEASURES AS REQUIRED TO MEET LOCAL. STATE AND O y REGULATORY REQUIREMENTS. LATEST EDITION. REFER TO EROSION CONTROL AND SWPPP PLAN FOR DRAINAGE OD G w CONTROL DURING CONSTRUCTION. 4. REFER TO LANDSCAPE PLANS FOR TREE AND VEGETATION PROTEETIDN DURING CONSTRUCTION. 5. REFER TO ARCHITECTURAL DRAWINGS FOR DOWNSPOUT LOCATIONS TO COORDINATE CONNECTION POINTS. REFER TO RODF DRAIN DETAL W/ CLEANDUT, SHEET C-12 6. FOR YARD [TRAIN INLET, MITERED END SECTIDN W: DDTFALL STRUCTURE DETAILS. REFER TD SHEETS C-11 A C-12. T. OFFSITE STORM STRUCTURE ELEVATION INFORMATION OMINED FROM BOUNDARY AND TOPOGRAPHIC SURVEY DATA 434.01.000 PRESENTED BY LAW R ASSOCIATES, INC. PROJECT NO. 03-06-402. DATED 2-GB-2—AND BASED ON NGVD 29 DATUM WITH A CONVERSION OF MINUS 0.903 R. TD NAVD BE DATUM. Jab No. 434.01 C-06 of 20 190 14D oµ $ III S 0 0 o w E ST NG GRO D [OPFS rR �n SWH 12o 0 s ur �vr z dyo UWw 110 11D o ER 0o too -80 -50 -40 -30 -2D -1D D 10 2D 3D 90 50 BO POND 6ECA-A N.T.S.14. Q MA f ro�o roo rvo Mu�w ouo o ecreM 11D EXISTING GROUND ...... NL 5[OP[5 1 Q -- y o _ _ _ _ - coax n ieam _ _ _ _ 12D ---- - ---- ...... COMPACTED FILL ... -- 120 1DD 1� 4 -100 -90 -BO -70 -BD -5D -90 -30 -20 -10 0 1D 20 30 9D 5D BO JO BO 90 1DD 110 120 130 PORL N.T.S. 9EB-B V n Q O M� � age 3 r% � g�v SCALES: o s HOR120NTAL: 1' = 2D' CO rn VERTIGL: 434101.000 Jab No. 434.01 C-07 of 20 T1111 ms> o�[E sego, -11 , oPoae� Jws� P�o-oR o� DNo.o 1-- PL. r2osi.a, C- lsnl 2121 �seo� Roea� � �o�o1v. LLB. a Rs v R- —1 a tt�, TED- &vr_ tv ,! \j§ )§/ § � § ; § � THIS SHEET INTENTIONALLY LEFT BLANK (j § VH � 2■ ( ■ § )- �B ( k � § \ ;■!!!||||� ! ;!• , 5. | 434.01.000 c8mm z - y� icvonNns OLD SILVE STAR ROAD z$ OPEN CUT ROPDIYNT REFER TO FDDT STANDARD PLAN IND E 125 001. R Qyo s (L, SEE NOTES B A D ]THIS SHEET. 19 �- \� B 2 L we R xx wu wu -- - -- - - -- xw wu o U�w �oF FIRE . B' DIP.xF RE D.I.P. WM I.� OPEN CM RMIXYAT. REFER TD fDDT ? R STANDARD P S INDEX 125-DO1. PEFc ve. r �cEen SEE NDTES B AND ]THIS SHEET / Un I 1 4- e S v OPEN CRDW Y ., I' J L-1\W-^'COMRDL E SEE RMDAfAT EFER TO FDDT�/ NGTE 8 THIS SHEET a SNAN. G PLANS SEE I � DE% 25 OD ` I ] r NDTES 6 A 0 MLL.Y"^ ' PROPOSED DRAINAGE 'NOTES THIS SHEET g) r IX'W / NOTES S I �. " PROPOSED RETEA'TION AREA p2 / �� ALL MPRONEMEMS TO BE DEDICATED AND/OR MAINTAINED BY THE CM SHALL BE IN CONFORMANCE P4D�OseD Y 1 STORY STORY 5 ? Fes+ / WITH THE CURRENT Cltt OF OCOEE ENGINEERING STANDARDS MANUAL AND DETAILS. FINAL PLAN F I o BLDG 400 BLDG 500 ¢ / APPROVAL DOES NOT PROVDE EXEMPTION TD THESE REQUIREMENTS.J 4 I ARCHITECTURAL BLDG ARCHITECTU4A_BLOG 2 ANY DEVIATON FROM THE CITY OF DCDEE ENGNEERNG STANDARDS MUST BE APPROVED IN WRITING % PRY TO CONSTRUCTION.F STYLE "BB f� x ss STYLE'AA / 3. THIS PROJECT INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION SHALL INCOPORATE `1 I WATERSENSE PLUMBING FIXTURES AND ENERCSTAR APPLIANCES AS REQUIRED BY CHAPTER 175 OF s ITRANSFDRMER THE CITY 2 / OF ORDINANCES. 4 EMERGENCYFACCESS AND OCOEE EFRE ACCESS CONTROL GATE SHALL BE EOUPPED WITH A CURABLE LOCK, F w E ; 2 / 3 1 / / 9.. CHAN, DR CABLE FOR IMMEDIATE EDAM DURING EMERGENCIES. ___zw 5 ALL OUTSIDE ELECTRICAL CABLE AND TELEPHONE LNES, IF PRWDED, SHALL BE BURIED DRIVE g 3 a5g © -'cr` t�5 - ` -� / 8 CONTRACTORUNDERGROUND. SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC AT ALL TIMES DURING CONSTRUCTION. ]. THE RON AT SHALL BE MILLED AND RESURFACED 25' ON BOTH SIDES OF THE OPEN CM. ANY STRP NG AFFECTED SHALL BE RESTORED AS WELL. "I 8 GATES SHALL BE EOU PPED WITH DUCK TO EWER DPERATDR TD ALLOW EMERGENCY VEHICLES FAST 9 / ACCESS . GATE SHALL ALSO BE EOUIPPED WITH EXTERNALLY MOUNTED KEY BOX FOR EMERGENCY wI ® • VEHICLE ACCESS KEY BOX SHALL BE KNOXBOX MODEL 3200 OR EQUIVALENT AS APPROVED BY CITY OF " 0s6 x® 65---Ci PROPOSED / 9. fRE LADNE MARKING (NO PARKING). REFER TO SIGNAGE AND PAVEMENT MARKING PLAN, SHEET C-05. F IST— / PROPOSED r 3 1 STORY ` :• ARG4l BLDG RAL BLDG / BLDG 200 , w �; ARCHITECTURAL BLDG STYLE A" / STYLE rc r / A ' I / � (2) 4' SCH 4D PULL TD JeY, PVC CONDUIT q � D I BOX t t 2 3 x �g RE Ell)o �q°1 x Ae 5 ys �IJ P,L CONTROL GATE NOTE BETHIS SHEET _ T9ANSFORMERG ' 3 SEE NOTE 9 / gTL' -e L COMIWONSBUILDING 100 FxL 10 U\� 14 ARCHITECTURAL SIVLE H TRANSFDRMER BLDG I I 0 m 9 \ LEGEND: PROPOSED WATER MIN �'. - PROPOSED DRAINAGE \ RETENTION AREA#1 // PROPOSED FIRE IMIN ss - PROPOSED SANITARYSEWER PROPOSED FDRCEAN N PRPOSED BURIED COMMUNICATIONS PROPOSED UNDERGROUND ELECTRIC R - B = PROPOSED FIRE HYDRANTS I = PROPOSED FIRE DEMRTMENT CONNECTION ALDV) V ES ® = PROPOSED GREASE TRAP QD U - PROPOSED SANITARY CLEANDM = PROPOSED SANITARY MANHOLE ® 0 = PROPOSED WATER METER - PROPOSED BACKFI— PREVENTER ED = PROPOSED ROOF DRAINS = PROPOSED ELECTRICAL TRANSFORMER 0 - PROPOSED BACTERIOLOGICAL SAMPLE PORT po ♦ = PROPOSED LIGHT POLE EXISTING WATERMA N EXISTING FORCEMAIN EXISTING RECLAIM WATERMAIN EXISTING GAS MAIN - EXISTING POWER POLE EXISTING BURIED COMMUNICATIONS UTILITY SCHEDULE WATER & FIRE MAIN MARK DESCRIPTION 1 4' 46 BEND. MJ. RJ 2 2- X 4- TEE, W. RJ 3 B" 9T BEND MJ. RJ 4 4" 9D BEND PVC 5 B' X 6- TEE, W. RJ B 2' z 2" TEE PVC SW J 6 45 BEND, W. RJ B B" X 4" WM SEMCE SADDLE W/ 4" GATE VALVE R BOX, MJ, RJ 9 FIRE DEPT CONNECTION (FDC) 10 FIRE HYDRANT ASSEMBLY 1 12M GAL GREASE INTERCEPTOR (01) 12 a" X a" FIRE SEMICE SADDLE W/ 8- DATE VALVE W BOX. W. RJ t3 B" DOUBLE CHECK DETECTOR ASSEMBLY 9 2" 9W BEND, NW 15 B' X B' TEE . RJ 18 4" X 4" TEE, MJ, RJ 17 2" METER W/ " RPZ BACKFLOW M PREVENTER ASSEMBLY 18 B" 9W BEND, W. RJ 19 a- X 6" FIRE SEMICE SADDLE W/ 8' DATE VALVE k BOX, MJ, RJ min Is 58 d:5 LN2— W f g 434.01.000 Graphic Scale 43a.01 T' = a0 C-09 of 20 r -OTT � 2 Z' CUT AND Quo REPLACE CURB AS-77!\i NECESSARY —1 11 11c I lllll� p— I P-11 I pl, P-11 11 pl, I— 1 (1-1) "I'l 1.1-) N—) N6 1-11 11c ll'�7 CONSTRUCT ,OPEN CUT DROP MANHOLE I ROADWAY 7 z WVI 14 D 141 I lyg d d d d d d d d d d d d d 35 13(s 8 JOHN) SHORES DRIVE all ,.so 1. 4 IN p Le p- — — — — — — — — — — — — 12. 127 140 EX. 1-IN BT 4 NC BT EX. 12-IN PVC WM EX. 2-IN 26 124 -Ll2L0lDQ 1100 2100 3100 3175 4-IN —E 123 t P-11 11 PIE 122 14D 140 140 140 121 0 120 2" 2 CLEARANCE CLEARANCE 120 d d xo 135 WW J Im 1. Im 2 r 5 1-7 117 cTl EX. 35-IN RC 114 125 125 o '6 COV C, 0, ". 113 113 2 1 0 2 1 L .65 o'oo 0 SCALES:: HORIZOAL. 1" 10" VERTICAL: 1" 4" SCALES: HORIZONTAL: 4 VERTICAL: I 11111 4 12(s 120 120 Fift N.. 434.01.000 No "3'o4 L-0 1— C-10 of 20 WSI BEVELED ti ROUND CORNERS 1.5' R L LL CONCRETE SLAB, 3" THICK SODJ REINFORCED WITH NWF 6z6-WI. WI.4 TOP VIEW -SINGLE PIPE IF9 BAR 5 ESS THEN D F'VCER TO BE INCLUDED EN UNIT PRICE f T MITERED END SECTION) .SLOPE: ALL STORM PIPES SECTION SHALL HAVE 4 ER UNLESS OTHERWISEOSHOWN. RCP CROSSDRAIN CONCRETE MITERED END SECTION NOT TO SCALE HALL CONFORM NON- J \ L6" GROUT(BRICK EXCESS STORM PIPE SPACE AS NECESSARY) CLASS I CONCRETE NOTM N. WALL THICKNESS SHALL BE FIVE (5) INCHES DR 1/12 THE INSIDE DIAMETER. 2. MANHOLE TO BE INSTALLED WITH 24" RING AND COVER UNLESS OTHERWISE SPECIFIED. 1. FILL ANNULAR VOID BETWEEN PIPE AND PRECAST WALL SHALL BE FILLED WITH NON -SHRINK GROUT AND FLUSH WITH MANHOLE WALLS. FILLER BRICK MAY BE USED FOR EXCESS ANNULAR SPACE BETVEEN PIPE AND WALL OPENING. STANDARD PRE -CAST STORM MANHOLE FOR DEPTHS 5 FEET OR LESS NOT TO SCALE D.25" PLATE ALUMINUM ANGLE BRAX S $ q._q. W. 3 -0' ALUMINUM _ O 0.25• ALK O = PLATE W� SKIMMERU O vO x io 29" RCP WEIR EXTERIOR MOUNT SKIMMER BOXMd ADD 1'-0' WIDE NOT TO SCALE NOTCH AND SKIMMER FOR DISCHARGE STRUCTURE D.25" THK. / " U PLATE ALUMINUM OR FIBERGLASS SKIMMER FOR STEEL GRATE PANEL SKIMMER DUTLET CDNTROL GRATE EL. 12J.50 PLATE PLAN EXPA DIA. SS STUD TYPE � EXPANS ON ANCHOR W/ NUT q'-q• WEIR EL. 126.50 k WASHER. EMDEDED DEPTH F 5 3/9" � }/9" 2. MIN, INSTALL PER V I4y-III--3-D"�II-HI EL. 1260D MFGR RECOMMENDATIONS. , INWTONS O STEEL -`', V b CARAT r E DRAINAGE FACILITY 2" Cl.,s SIOE SLOPE N EYE BOUTS r. See MOT 1— 925- I . OUT O 129.50 CLASS t CONCRETE #4 EARS n= t GROUT SLOPE 12- CTRS. OUTLET STRUCTURE W/ COLLAR DETAIL SECTION NOT TO SCALE s MODIFIED TYPE IF OUTLET CONTROL BOX •DEW ° BODE BO% m— NET TO SCALE BMt +O°LY'"Lw,no ©ELneiuu BO sTTMwix O LEx ®sxux'E°RPE°v Oe sX 8 u`luslii W SEE MOT INDEX NO. 425-DD1 FOR STRUCTURAL DETAILS Li o all STANMRD CMU EMBEDDED IN SLAB �Oa o e 1/2 DEPTHOF FCONCRETEBLOCK N(_CA Q D FIL wl ° 1�2 IS 21 OVARE IIES H 6 CURB( Lo' Eifi� cS 23 NOTE: t. BLOCK CONFIGURATION VARIES ACCORDING n TO PIPE SIZE. ENGINEER TO FURNISH » m m CONTRACTOR PLACEMENT OF CMU'S PRIOR TD POURING CONCRETE. BUILDING EDGE �u eW:R� �I� SDLI�500 u xgO DRA BOTTOM w,a .A INV. OF PAD TO =1L-ILL-ILL-IIIWIIEL '-0" ttP. J iw FLOWCHANNELT �" PVC SOIL AND DRAIN PIPE a0 6 n 4 Df PIPE 11 F.F.E. WITH VERTICAL PERFDRATIDNS y Q J _ LANDSCAPE EDGING L4 V+v° Eo @ DRAINAGE s [ ip pxxx n DRA BOTTOM a a 6 L U w p Rg A O N 7w 6 6" THICK`, �j 6" 2'6" WIDE 6" DEEP N57 0) —I I- CONCRETE`. GRAVEL/ STONE PERIMETER, _ma dy PAD W/ TYPICAL. F 6"e6' (wp.) BAR FILL DR NATURAL SOIL a 2'-0" ttP. SPLASH PAD WITH FNFecv olsSlPnToes oFTnIL TRENCH DRAIN DETAIL SECTION a34�ot000 N.T.S. NOT TO SCALE NOTES: 1. GDORGINLANDSCAPE A#57N- GRAVEL/STONE PERIMETER WITH 434.01 LANDSCAPE PLAN -TYPICAL. • a s n' IMO[CSSi PR a +/. a ve• _STEEL yr HE xL e UY/n .'I/V ICUL PLAN PPRG.NEI ffi o P`RE��s'1 s y+• c s s s/+• c P a+ s ]/+' FREFwnT a ] ]/+' PREfA9T 1 _ ( mn i Erl+Ct P SECTION w/a TYPE 'C' INLET NOT TO SCALE o T ^� RMsmes w PLAN i Ne' PncmP, s i%+' nmoM n wC _ 0 I+ ^°` 20 B8 t •r � _ F 8 �snomimn)15 � _ _ SECTION ' . 1/+,s/Le. TYPE IF INLET IC�III I� TYPE 'V' INLET NOT TO SCALE BACKFILL, STONES SHALL BE ND GREATER THAN 3" DIA IN ,ITS. TRENCH BACKFILL: )MMON FILL COMPACTED TO 95R (98RUNDER ROADWAYS) OfMAXIMUM )ENSRY AS PER AASHT0 BO INITIAL BACKFLL PIPE BEDDING' SELECT PPE LDMMON FILL COMPACTE TO 95Z OF THE MAXIMUM DENSItt AS PER AASHTO BO BOTTOM OF EXCAVATION TRENCH BOTTOM WIDTH PIPE D.D. 2', MA1D M PIPE D.D. ♦ 1•, MINIMUM A 2.]5' � A MANHOLE }L� PIPE fLD.Y GROUT USE US f 621] f27 IR GRAY[[ PLAN ST ESS (]] ]/B z2] ]/8") PIPE N CLAMP STE`E�L[ g�[ ... ,.' 4.04" 2' 4 G9" CONXNECT CON CCTDR FLEXIBLE CONN. DETAIL 1.w• 3" 5.04' SECTION � S.09" 2" 2 5 " 1.s 1 NYARDCDRA NNSTRUCTURE MAT BE SUBSTITUTED WITH 24" ROUND PEDESTRIAN H 10 DVANCED DRA NAGE SYSTEMS, NC 2 CONTRACTOR SHALL DETERMINE AND BENDS" TO COMPLETE THE DRANAGE 3. PRECAST CONCRETE CATCH BASINS FRAME DETAIL WITH NYLOPLAST PVC DRAN BASINS GRATE, AS MANUFACTURERD UNDER HLLARD. DH NSALL ALL NECESSARY -.TES, TEES, AND SYSTEM CONNECTIONS AS SHOWN ON PLANS. SHALL COMPLY FDOT CLASS CONCRETE WITH AS MANUFACTURED BY MACK UTILITY VAULTINC. OR ENGINEER APPROVED SUBSTRUTDN A. FLEXBLE CONNECTOR SHALL BE KOR N SFAL SYSTEM WITH NEOPRENE BOOT AND STAINLESS STEEL CLAMPS AS MANUFACTURED BY THE DUKDR CORPORATION OR APPROVED EDUNALENT FLEXIBLE CONNECTOR SHALL BE USED FOR CONNECTION THE EX SING INLET AND THE PROPOSED CATCH BASINS YARD DRAIN DETAIL NOT TO SCALE NATURAL GRDUND \\ IUNCXEI;e U V� m PVC PIPE PIPE PVC INJECTION MOLDED W L ST 95 FITTING e Q s BACKFILL COMPACTED TO O ¢ 1 P Df PIPE. 1�PVC . EPJC PPE ASTM 3039, SDR35 AND FITTINGS SCH 9D. FITTINGS YHT BE SUBSTITUTED WITH ADVANCED DRAINAGE (A�4 (APPROX BD% RD SYSTEMS,INC.NYLOPLAST) INJECTION MOLDED PVC FITTINGS, OR ENGINEER APPROVED SUBSTITUTION. PROCTOR. o PROCTOR, MSHO Q i T ") PPE BEDDEPVC ROOF DRAIN DETAIL WITH CLEANOUT D N SANG, GRAVEL OR NOT TO SCALE NOTE, 1. BEDDING AND BACKFILL WITH SELECTED MATERIALS TO BE PLACED AND COMPACTED IN 6" LIFTS, UTILIZING METHODS AND EQUIPMENT APPROVED BY ENGINEER. 2. WHERE BACKFILL IS PLACED BELOW THE WATER LEVEL IN THE TRENCH, THE BACKFILL MATERIAL SHALL BE CAREFULLY AND UNIFORMLY RAMMED AROUND BOTH SIDES OF THE PIPE TO PROPERLY BED AND SUPPORT THE PIPE. NO SPECIFIC DENSItt REQUIRED UNTIL THE FILL HAS REACHED A LEVEL SIX INCHES ABOVE WATER TABLE AT WHICH ELEVATION AND ABOVE ALL BACKFILL SHALL BE COMPACTED AS SPECIFIED. STORM DRAIN TRENCHING, BEDDING AND BACKFILL DETAIL NDT TO SCALE NDINjECTION MOLDED FITTINGS ARE -SUE BLE IN TEES, WTES, REDUCERS, 46 BENDSAND BELL/BELL COUPLERS. • WT INJECTION MOLDED FITTINGS AND WIT PIPE CAN BE SUBSTRUTED FOR WATER TIGHT APPLICATIONS -INJECTION MOLDED INSERT INJECTION MOLDED, WYE (OR INJECTION CASKETED SPIGOT BY BELL' REDUCERI INJECTION MOLDED WT TEE FITTING SST 45 BEND + .INJECTION MOLDED CONNECTION ST 9V BEND -ADS N-12 ST PIPE(1YP) Nm 1. DETAILS AND MATERIAL SPECIFICATIONS PER ^WANCED DRAINAGE SYSTEMS, INC. OR APPROVED EQUAL. 2. PVC ASTM 3034. SDR35 AND PVC FIRINGS MAY BE SUBSTITUTED FOR ADS DRAINPIPE. HDPE ROOF DRAIN DETAIL WITH CLEANOUT OPTIONAL NOT TO SCALE A- S @W@ aN-•U� EE JiW NJzw $ D_ U wo O R GOOGO SO 3 w C N Ta i. 'aegis 434.01.000 434.01 2 IN mI m UNLESS 3 HAND FORT FOR STRPNG WIDTH 6 PANTED HPEDOW PAVEMENT SYMBOL OPTIONAL SHOW ON PLANS. DAP SIGN FACE SHALL CONFDRM TO STANDARD PLANS70D-10 INDEX XOD 102 SIGN RP 20 OB AND RP 22 D6. oT� oI�R=2•INSTALL 11 SIGNS HANDICAPTHIS �SHRWN ON TH S SHEET �R=2" 1�_O�� SIDEWALK FACE DF WHEEL STOP 2' 1 -0' SIGN DLDRS DNCRETEWH EL STOP TOP BOTTOM MIN LONG. FROM SIDE UH D BLUE GTE BUCK WHITEOE m I 2T- LfIR@ WHITE 12' B�.' ACCES4B�E 5 TYP FOR W€fl ACCESSIBLE HANDICAP PARKING VAN ACCESSIBLE DETAIL N.T.S. HANDICAP PARKING DETAIL N.T.S. 2" ON DALVAN ZED ml STEEL PPE - PRW DE WELDED WATERTIGHT DAP. PARKING BY DISABLED PERMIT ONLY FINISHED GRADE VAN ACCESSIBLE R=2" T FINE of -0' BAA CONCRETE SE $250 MAX 1 O" 1. TOP PORTION OF SIGN SHALL BACKGROUND WITH WHITE REFLECTIVE 2. BOTTOM PORTION OF SIGN SHALL BACKGROUND WITH BLACK LEGEND U 3. ACCESSIBLE PARKING SIGN SHALL STATE AND LOCAL CODES AND 4. HANDICAP SIGN FACE SHALL CONFORM HAVE A REFLECTNE BLUE SYMBOL AND BORDER. DAVE A REFLECTIVE WHITE N BORDER. CONFORM WITH CURRENT REGULATIONS. TO FDOT STANDARD PLANS INDEX 7DO-1D2 FOR SIGN RP-213-DB AND RP-22-06. HANDICAP ACCESSIBLE PARKING SIGN N.T.S. BROOM NISH PER F.D.O.T. STANDARD SPECIFICAFITIONS SECT. 522 TOOLED EDGE WIDTH VARIES, SEE PLAN ASPHALT 9" CONCROR APPROPS11 . CROSS SLOPE 1! FIN RETE ETE (0D VED /NIN EOUNALENT REINFORCEMENT COMPACTED SOIL CONS &R CONTINUOUS Y�� 1fIC1AES . SAW CUT SIDEWALK AT 5' INTERVALS. CUTS TO BE t/B" WIDE z 3/9' DEEP. 2. INSTALL 1/2' PREMOLDED FILLER. EXPANSION JOINT AT 20' M... SPACING. SIDEWALK/PAVEMENT ABUTMENT DETAIL N.T.S. SIDE W�DE WALK DEETECTABLE WA RNNG .—ER SIDEWALKS R RAMPS / GANADAFRONTN ALSNLLACVESS SE SH ALL �y E DETECTABLE WARNING CDMPLYING WITH ADAAG 4.29.2 6' 2' . 2' ARMORS' QS �fi TILE BRICK RED �O 4�2B..3 DETECTABLE WARNINGS ON WALKING SURFACES. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NDMINAL 0.9 IN.. A HEIGHT OF OMINAL 0.2 IN AND A CENTER TO CENTER SPACING OF NDMINAL 2.35 IN AND SHALL CONTRAST USUALLY WITH ADJOINING SURFACES. EITHER LIGHT ON DARK OR DARK ON LIGHT. DETECTABLE WARNINGS N.T.S. OT �9 y ,�pS/ \ q 2' TO BACK OF ,F J PARKING AL CE (1TPIDAL) 1 ?H AS (TAP.) NI CL. �S• k9 BAR 10' LONG / (1W0 PER WHEEL STOP) TI s ISOMETRIC VIEW SECTION A -A PRECAST CONCRETE WHEEL STOP DETAIL N.T.S. WWWW��lIll!®!M!Nl99lIC® 9lj�lj$j$j q96 9y�@ 2" SQUARE POST = g SE CTIO*g'A-A" nl n 1 ALTERNATE U-CHANNEL POST SEAT IO;g'A-A" 1. NOTE. SIGN PoST SHALL BE WITH SQUARE GAI­VAKEEL (ZED STEEL. WOH MINIMUM 19 GAUGE STEEL (9 LBS. / 2. SIGN 1UT ALTERNATE GALVANZE ED STEELG 2 —/FL) 'A -A' TYPICAL TRAFFIC CONTROL SIGN N.T.S. PUN FOR 1­1 O 1 5'(MIN) TYPE SP-9.5 ASPHALTIC CONCRETE B" NMIN) LIMEROCK BASE LMEROCK BASE B (MIN.) LBR 10D. 98! MAX. DRY DENSOT (ASTM T-1BD) 12 STABILIZED SUBGRADE C 12" (MIN.) STABILIZED SUBGRADE, (MIN.) LBR 4D STABILIZATION MUST COMPLY WITH FOOT SPECIFICATIONS. TYPICAL MEDIUM DUTY PAVEMENT SECTION 5' - D" TYPICAL r MR00M FINISH f CONCRETE / N. CROSS SLOPE 1! I (}D00 PSI) TEO SOIL 6"X6"%10 W.W.N. 1 1. SAW CUT SIDEWALK AT 10' INTERVALS. CUTS TO BE 1/8" WIDEz 3/4' DEEP. 2. INSTALL 1/2" PRE -MOLDED FILLER. EXPANSION JOINT AT 2U' MAX. SPACING. TYPICAL SIDEWALK DETAL N.T.S. Quo Vms m o B" 2"R (r'P) sPEwLT 20' PAVEMENT WIDTH Be s V�¢ 1 - m A LINEROCK L BASE {off C STABILIZED SUBGRADE PROFILE GRADE SLOPE GRADE SHALL BE EXPANSION JOINTS SHALL 1/ PLACED TION CURBS AT B B PER GRADING _ ALL RADIUS POINTS. TYPE "D' CURB SLOPLAN MAX. 2%) MPX. 2R oH PE 2 SLOPE N.T.S. VARIE_ S ` 1 VARIES \ S a y s44� dfi Sods"3 O m�. 3 TYPICAL hcmm STORM STRUCTURE 8=� LOCATION O DESCRIPTION. J N J iO. 1.5" TYPE SP-9.5 ASPHALT SURFACE COURSE 0 y n i Q 2O. B" THICK LI TO A D BASE TO BE PLACED IN ONE LIFT, IM BE M. t! W+ m COMPACTED B A DENSITY NOT LESS THAN 9BR OF M4%IMUM, AS p w p DETERMINED BY PASHTO T-160. � p O N 6 w 3O. B" STABILIZED SUBGRADE MIN. LBR=4D ma b� B" RIBBON CURB a!�m TYPICAL ACCESS DRIVE SECTION BETWEEN BUILDINGS NOT TO SCALE 434101.000 434.01 SELECT FBACIRM AN d COMPACT TO P FIRM AND UNYIELDING SURFACE IN FILLV TION AREA EXISTING D.R.A. t0' FACH wnv r BOTTOM EIEVA11ON CHDR 2DNE EXISTING SINK CHIMNEY GEOSYNTHETIC REINFORCEMENT (TENSAR SR) (UNIMAL) GEOGMD FROM CDNTECH CONSTRUCTION PRODUCTS, INC. BACKFILL WOH CONCRETI PHI 9DT-331-OTTO =-E' - RUBBLE OR GRAVEL OR CONTACT: RICO SANDL IK FLDWPBLE FILL MATERIAL TYPICAL SINK CHIMNEY REPAIR DETAIL NOT TO SCALE III�,3.33• � Q �; p a p a GENERATOR p ASSEMBLY p CONCRETE PAD a a Q B" CMU WALL O O G p 4 4p Q SOLID WASTE DUMPSTER PROVIDE A LOCKING PIN AND HASP FOR MIN. 11' CLEAR OPENING GATE CLOSED AND OPEN POSITIONS, EACH GATE. SEE ARCHITECTURAL PLAN SHEET P2.S.0 SITE DETAILS FOR ADDITIONAL DETAIL INFORMATION LOTES SOLID WASTE DUMPSTER PAD NOT TO SCALE ,le�o, �LLo9a, o�ae�Mw9�P�o-„_o-„ o6NNAGL k 11E IELI LI LzoIST.M. 3 J t Y 0 Y _ _ F 2 _ C/ -1L II I' I I "I _II ��2Iq�€ III II II�IL —j5 BAR - I' I-- IN- .i,lll-' DN �NUOUS S BAR CONTINUOUS �' .� B. 4• CONCRETE PAD (3000 PSI) COMPACTED SOIL 2 6"z6'z IG W.W.M. BICYCLE RACK NOTES NOT TO SCALE 1) BICYCLE RACK CAPACITY - 5 BIKES/RACK I— INGROUND MOUNT RACKS REQUIRED) 2) LENGTH 1". HEIGHT 31" 3) GALVANIZED, STAINLESS, DR POWDER CDATING (REFER TO PRCHOECTUAL MATERIAL SCHEDULE) 4)2-1/B- OD SCHEDULE 40 STEEL PIPE 5)RACK TO BE DERD MODEL RR2H RDLLING RACK OR ENGINEER APPROVED SUBSTITUTION. 6)BIKE RACK SHALL BE BLACK IN COLOR. T)SEE SITE PLAN FOR PAD DIMENSIONS, _ i OL 0 0 COVER d FRPNE 6"CONC. SLAB V/CCW 12" SOLID BAFFLE OR CONCRETE BLOCK g O 24" Dw. MANHOLE n TRAFFIC LID d COVER FRAME - �- r2�n� TEE NI n . W SEE SITE PLAN FOR N OVPIPE SIZE AND ERT ELEVATION TEE ' x= � L6. J w NJ�s gg y Oy R. - SEE SITE PLAN FORNVPIPE SIZE ¢ r M @@ v ry - os AND IERT ELEVATION N 9" D M p m G Ijj? 2/3 L ,/3 L SOLID BAFFLE OR CONCRETE BLOCK a aw 434101.000 L 102 LONG RPD. ELBD.Y (SAME SIZE AS INLET) GREASE TRAP NTs 434.01 G14 of 20 1 ' _ "„ y� r 0 0 �w ow rr FT� oEE �E �.:.� e=v oFw^oEE rerw� c'vo E I /rBill o 0 EE¢6m ppp 9 mW V WO O CO . -- C rna aN 'a^�s 434101.000 434.01 G15 of 20 o=� e � 7 7M.� H a , W ,e, ea aE.a� a. a.=e .... ,. ,. .-._,... ,•a n��.K- m�a A.... o � e�. ,mow.„o � r 7Z ,NOwEevons w x� m w� eoexrz nra _- _ SANITARY SEriER SERVICE IS COMMERCIAL CLEANOUT - s v e-o <. s e sew o 0 ow smn rme b-1 2.2 .1 -2/./l8 EEC —3D cc o,o �� nea o .... e �e se M o� s.,... �_, s .. w.e- �`� �,.. t• i i / sw a�f M$ m....a se.o. n e ss svz� e K O s.x. J rce \ o0 \ m Lim YSg$� «n I T .,s d Pal a a oar e� ns suE .r, y 2 om 3k � o� e � o of UH No. 434.01.000 lob No. 434.01 C-16 of 20 s a �w s duo 0 a J E. f cc cc oa� s; C a O b , 443 +a_ 8.$ S �,�..... �..<.<<. whoa$ ol O a� Q gg w 3 k � xo. 434.01.000 lob !b. 434.01 C-17 of 20 ? OLD SILVER STAR ROAD Op EMPORARY CONSTRUCTION s .irar veuervr ENTRANCE m r c r.. s FENCE / I- 1/ L R rJ` CHRNNELZED RUNOFF RETENTION AlEl R_4#3'2 KEY NOTES - REFER TO DETAL RA i/ - REFER TO TDETAIL JOHIO BAY a O REFER TO LDETAIL CE: DRIVE y a /, /� oDWB E B BLT FENDS_ REFER TO DETAIL I - _ � CONCRETE WASHONT ARFw. REFER TO DETAIL SHEET C ]0 r 3 W E N' I w 13 J ('_ 3 / EROSION CONTROL NOTES: EXISTING MAJOR CONTOUR / LEGEND: w �, / 5 1. EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TD ANY EARTH p W i = EXISTING MINOR CONTOUR DSTURB NG ACTNIIY SED MEM CONTROL PRACT CES SHALL BE FUNCT OVAL .j THROUGHOUT EARTH DISTURBING ACT— AND WILL REMAIN N PLACE UNTIL 5*" ANDINGX DIMING SPOT ELEVATION FINAL3 0� s \� - ,� • cff OPO R PRDTECTNE GRADING SHALANDSLL INSTALLED AND MAINTAINED FOR THE PERIOD ��b� PROPOSED CONTOUR OF THE BEGINNING WITH THE COMMENCEMENT OF ANY PHASE OF CLEARNG OR BUILDING OPERATONS, AND ENDING WITH THE COMPLETIONOF'WATERSHED BOUNDARY UNE THAT PHASE OF THE CONSTRUCTION WORK ON THE STE, UNLESS OTHERWISE APPROVED TO BE REMOVED BY THE PROJECT ENGINEER.AL PROTECTIVE f CHANNELRED FLOW gRECTIDN EN BARRIERS SHALL IN STALLED MANUAL. TO SECTION TN OF ALL CYTY OF RUNOFF FLOW DIREMION OCDEE ENO N O GSTANDARDS NA WL, FOOT STATNDARDS AND FDEP E N e QCi` STORNWATER EROS ON k SED MNET CONTROL PROGRAM k MANUAL DR OTHER c_ _ ROOF DRAIN DIRECTION _ - u METHDES APPROVED BY THE PROJECT ENGINEER. 1 BARRIERS ARE TO BE HIGHLY VISIBLE WITH BRIGHTLY CDLDRED ALL WEATHER -EXISTING INLETS AND PIPES MESH MATERIAL DR EQUIVALENT, AND THE STAKES SHALL BE NO MORE THAN PROPOSED INLETS AND PIPES G 10 FEET APART `\ e ✓� �/ �/ �P A EXOTIC VEGETATION STALL BE REMOVED FROM THE SITE AS REQUIRED BY THE ._ = MITERED END SECTION AND RIP -RAP _ CITY OF OCOEE AND THE SITE SHALL BE MAINTAINED FREE OF EXOTICS N PERPETUITY BY THE PROPERTY OWNER NO EXSTNG NATNE VEGETATION WILL = SILT FENCE \ p BE RETAINED WITHIN THE CLEARING LIMITS AS INDICATED ON THE PUNS 6 DOUBLE SILT FENCE min SILT -FENCE MP) z S. ALL STORN SEWER INLETS SHALL BE PROTECTED WITH FILTER FABRIC DURING CONSTRUETON SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE STDRIM Ia? m SYSTEM WITHOUT FRS' BEING FLTERED _1 NTION r,REA�C S. THE CDNTR% DR WILL BE RESPDNSBLE FOR THE MAINTENANCE AND REPAIRS OF ERICSON AND SEDIMENT CONTROL DEUCES INCLUDING THE REMOVAL OF SLTAT DN ACCUMULAT DNS ON SILT FENCE ) POLLUTION CONTROL MEASURES SHALL BE INSPECTED MLY WRITTEN WCUMENTATON OF INSPECTIONS SHALL BE WRITTEN EVERY SEVEN CALENDAR (j OPTS AND WITHIN 24 HOURS OF A RAN EVENT OF D5 INCHES OR GREATER 'd k' B. THE CONTRACTOR SHALL MANAGE ALL SDL TRACKING. ACCESS TO THE SITE o 0 SHALL BE FROM TEMPORARY CONSTRUCTION ENTRANCE. LOADED HAUL TRUCKS TD BE COVERED WITH TARAPAULN O n 1. 9 VEGETATION TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. �< - ID. ALL BERM ELEVATIONS TO BE MAINTAINED DURING CONSTRUCTION. IV f tL " g 434.01.000 Graphic Scale No. 434.01 1' = ao C-18 of 20 1.D SITE DESCRIPTION 3.0 MAINTENANCE A THIS PROJECT CONSISTS OF CONSTRUCTION OF FOUR (4) MEMORY CARE RESIDENCES, ONE (1) ADMINISTRATION / THE CDNTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CDNTRDL CDMNON AREA BUILDING AND ASSOCIATED PARKING AREAS AND STORMWATER FACILITIES. DEVICES, AND REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES AFTER THE NOTICE OF TERMINATION. MAINTENANCE AND REPAIR REDUIRED FOR THE CDMROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL W B. R SOIL DISTURB UG CTv TES THE CONSTRUCTION OF ATHE ITSTDRYTVATER PONDS AND RELATED STORM SEWER SYSTEM AND UTILITIES AND BE INCLUDED IN THE PROJECT COST. PARKING LOT CDNSTRUCTION. THE FDLLONING PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS: C. ARFe F<TIwTFA TOTAL PROJECT AREA: 8.918 ACRES A. ALL MEASURE5 WILL BE MAINTAINED IN GOOD WORKING ORDER. B. If A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. MING OF SEDIMENT - CONTROL PRACTICES TIMING 1. EROSION CONTROL DEVICES AND BARRICADES SHALL BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTNITY C. ALL POLLUTION CONTROLS SHALL BE MAINTAINED AT ALL TIMES. D. BUILT UP SEDIMENT WILL BE REMOVED FROM STAKED SILT FENCE WHEN IT HAS REACHED ONE-HALF THE HEIGHT OF THE SILT FENCE. - �?$ AND WILL REMAIN IN PLACE UNTIL THE FINAL GRADING AND LANDSCAPING IS COMPLETE. 2. SEDIMENT COWRDL PRACTICES SHALL BE FUNCTIONAL THROUGHOUT EARTH -DISTURBING ACTNITY. CONTRACTOR E. REMOVE ALL SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL DEVICE. - rc Qyo� 3 IS REQUIRED TD PREVENT ANY SEDIMENT TRANSPORT FROM SITE ONTO AD.MCENT PROPERTIES. INSTALLATION OF EITHER BALED SYNTHETIC HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST F. REMOVAL OF SILTATION ACCUMULATIONS IN ANY DRAINAGE PIPES OR STRUCTURES PRIOR TO THE COMPLETION OF CONSTRUCTION. REMAIN IN PLACE UNTIL UPLAND VEGETATION IS ESTABLISHED. 3. SETTLING FACILITIES. PERIMETER CONTROLS, OTHER PRACTICES TO TRAP SEDIMENT SHALL BE G. INSPECTED DAILY. AND INTENDED IMPLEMENTED AS THE FIRST STEP OF GRADING AND WITHIN SEVEN DAYS FROM THE START OF GRUBBING. 4. CONTRACTDR SHALL ESTABLISH AT THE INITIATION OF CONSTRUCTION A TEMPORARY CONSTRUCTION ENTRANCE 4.0 INSPECTION AND SHALL MAINTAIN THE ENTRANCE UNTIL THE AREA IS RAVED. ACCESS TO THE SITE SHALL BE FROM THE TEMPORARY CONSTRUCTION ENTRANCE. 5. THE SOIL THIS PROJECT FINE SAND, SLOPES, GROUP POLLUTION CONTROL MEASURES SHALL BE INSPECTED WILT. WRITTEN DOCUMENTATION OF INSPECTIONS SHALL BE WRITTEN EVERY SEVEN CALENDAR CATS AND WITHIN 29 HOURS OF A RAIN EVENT OF 0.5 INCHES OR GREATER. IN HYDROLOGIC A; GRESROUP AREA IS E MAINLY: LOGIC CHANDLER FINE SANG, 0-51f SLOPES, HYDROLOGIC GROUP A; CHANDLER -URBAN COMPLEX, 0-5R SLOPES, LER- HYDROLOGIC GROUP A. 5.0 NON—STORMWATER DISCHARGES E. STnaIUZATIou of uou STRuciuRAL PRACTICES DMATERING. IF NECESSARY. WILL BE DISCHARGED INTO TEMPORARY SETTLING AREAS. AREAS OF STABILIZED SIMILES ON SITE, PRIOR TO DISCHARGE IWO WATERS OF THE STATE. % 01 CDW L PRACTICES SHALL PRESERVE EXISTING VEGETATION WHERE ATTAINABLE AND DISTURBED AREAS SHALL BE RE -VEGETATED AS SOON AS PRACTICAL AFTER GRADING OR CONSTRUCTION. B THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN EROSION CONTROL PLAN THAT WILL INCLUDE SPILL F F. oRA u9GE wnERus: THE SUBJECT PROPERTY IS UNDEVELOPED AND FORESTED. THE SITE HAS A GENERALLY FLAT TOPOGRAPHY WITH REPORTING AND RESPONSE. IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED. CONTACT THE PROJECT ENGINEER. ; Q , 'S A SLIGHT RIDGE IN THE CENTER OF THE SITE SLOPING GENERALLY TO THE NORTHEAST TO A LOW POINT AND TO THE SOUTHEAST TO A LOW POINT WITH AN EXISTING 24" CONCRETE MITERED END SECTION. J Q mc ILJwT J c. N GE GENERAL, M TWO FOOT FLAT AREA AROUND BUILDING PADS BEFORE BEGINNING SLOPES. SLOPES NO C IL STEEPER THANM9lMUSLDPE TO MATCH PROPOSED GRADES. = H. f Q AREAS IF DISTURCANCE ARE WITHIN THE PROPERTY LIMITS OR AMCENT TO WHITAKER ROAD RIGHT-DF-WAY. ' f i 'j THATSOIL STUR NO AREAS OUTSIDE OF THE LIMITSOFCONSTRUCTION SHALL BE DISTURBED. d' J SEE SECTION Z.0 CDMROLS AND THE STORMWATER POLLUTION PREVENTION PLAN. K. ALL DISTURBED AREAS TO BE STABILIZED WITH SOD OR SEED AND MULCH AS SOON AS PRACTICAL. SOD ALL d DISTURBED AREAS FOR FINAL GRASSING UNLESS OTHERWISE NOTED IN THE LANDSCAPE PLANS. 2.0 CONTROLS A. 1. ALL DISTURBED AREAS ARE TO BE SDODED OR SEEDED AS DIRECTED ON PLANS. ALL STABILIZATION PRACTICES SHALL BE PERFORMED AS SOON AS PRACTICAL AT LOCATIONS WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERWNEMLY CEASED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED a o UNTIL GROUND COVER IS ACHIEVED AND. IN THE OPINION OF THE ENGINEER. PROVIDES ADEDDATE COVER AND IS MATURE ENOUGH TO CONTROL SOIL EROSION SATISFACTORILY, AND TO SURVNE ADVERSE WEATHER CONDITIDNS. 2. LOCATION OF STAKED SILT FENCE: STAKED SILT FENCE SHALL BE PLACED AS SHOWN. LOCATION OF EROSION CONTROL DEVICES MAY BE ADJUSTED DUE TO FIELD CONDITIONS. SILT FENCE SHALL BE USED AROUND ALL o LOCATION S OF EXCAVATED MATERIAL TEMPORARY STOCKPILED DURING CONSTRUCTION. CONTRACTOR SHALL O COLLECT AND DISPOSE OF ANY ACCUMULATED SILT OR DEBRIS ALONG THE BARRIER LIMITS. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT BARRIERS. V w u m z 3. INLET PROTECTION: ALL STORM SEWER INLETS SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER WILL NOT EWER THE STORM SYSTEM WITHOUT FIRST BEING FILTERED. BEFORE REMOVING SILT CARRIER, CONTRACTOR Q sO R s ¢ SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT OR DEBRIS ALONG THE CARRIER LIMITS. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC BALES UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. 4 O p 4. THE CONRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT DUE TO CONSTRUCTION OPERATIONS. ALL NEW AND EXISTING DRAIN PIPES AND STRUCTURES SHALL BE FLUSHED CLEAN PRIOR TO FINAL PAYMENT. 5. ALL CLEARED AREAS FOR IMPROVEMENT SHALL BE WATERED TO PREVENT WIND EROSION. G. DETAILS REPRESENT TYPICAL MEASURES FOR THE SITWTION DEPICTED. BASED ON SITE CONDITIONS ALL DETAILS MAY NOT BE APPLICABLE TO THE PROJECT. USE APPROPRIATE DETAIL FOR THE SITUATION DEPICTED OR ENCOUNTERED ON THE SITE. B. WORuwaTFR w SURFACE FWILL BE COLLECTED THE PROPOSED DRAINAGE STRUCTURE FLOW WATER IN INLETS AND INTO AN ADJACENT DRA. ^fi d C. OTHER CC 1. WASTE DISPOSAL: THE CONTRACTOR WILL PROVIDE LOVER CDWROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ALL FERTILIZERS, HYDROCARBON, OR OTHER CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS o W La DETAILED BY THE MANUFACTURER. yy `Da u o c 2. OFFS TE VEHICLE TRACKING: LEADED HAUL TRUCKS SHALL BE COVERED WITH TARPAULIN. CONTRACTOR SHALL MANAGE ALL SDIL TRACKING. EXCESS DIRT ON THE ROAD SHALL BE REMOVED BY SWEEPING ANY SEDIMENT �= TRACKING BACK ONTD THE SITE WILY OR AS REQUESTED BY THE CITY INSPECTOR. 3. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, AREAS WITHIN THE LIMITS OF CONSTRUCTION n '4i mo SHALL BE DAMPENED WITH WATER OR OTHER ACCEPTABLE MEASURES AS REDUIRED FOR DUST CONTROL, t' y mm 4. ACCESS SHALL BE ON EXISTING PAVEMENT. DUST AND SOIL TRACKING ARE MANAGED ON SITE AS MITT OF u ma`s NORMAL BUSINESS OPERATIONS. u x g 0 5. STATE OR LOCAL REGULATIDNS: THE CONTRACTOR WILL ADHERE TO ALL STATE AND LOCAL REGULATIONS. (� B. APPLICATION OF FERTILIZERS AND PESTICIDES: FERTILIZER AND SOIL STERILIZERS ARE PROHIBITED FROM USE. 09 J z w p YH. n 1. TOXIC SUBSTANCES: TOXIC SUBSTANCES SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO THE ERA'S STANDARD PRACTICES. WJ i Q B. HAZARDOUS MATERIALS: THE CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. SHOULD THE CONTRACTOR REQUIRE SUCH FOR PERFORMING THE CONTRACTED WORK. THE CONTRACTOR SHALL C 0 i0 C REQUEST, IN WRITING, WRITTEN PERMISSION FROM THE PROJECT ENGINEER. B. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A COPY OF THE MATERIAL SAFETY DATA SHEET (MSDS) 0 LTa w bN FOR EACH HAZARDOUS MATERIAL PROPOSED FOR USE ON THE PROJECT. THE PROJECT ENGINEER SHALL a ti COORDINATE WITH THE OWNER PRIOR TO ISSUING WRITTEN APPROVAL TO THE CONTRACTOR. BECAUSE STATE DOES TREAT PETROLEUM PRODUCTS THAT PROPERLY CONTAINERIZED FOR W NOT ARE AND INTENDED EQUIPMEW USE ON THE PROJECT AS A HAZARDOUS MATERIAL, SUCH PRODUCTS DO NOT NEED A MSDS SUBMITTAL. 1D. KNOWN OR SUSPECTED HAZARDOUS CONTAMINATION FOUND ON THE PROJECT BY THE CDWACTOR SHALL T 434.01.000 BEMMEDIATELT REPORTED TO THE PROJECT ENGINEER, WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THE AREA OF KNOWN DR SUSPECTED CONTAMINATION FROM FURTHER ACCESS. 11. THE OWNER DR DESIGNATED REPRESENTATNE ENGINEER WILL ARRANGE FOR INVESTIWTIDN, IDENTIFICATION, AND 434.01 REMEDIATION (REMOVAL) OF THE CONTAMINATION, AT THE COST OF THE CONTRACTOR. THE CONTRACTOR SHALL CONSTRUCTION ENTRANCE TO BE PAVED FROM EDGE OF EXISTING PAVEMENT TO RIGHT-DF-WAY LINE. 3o DNERSD RIDGE REQURED WHERE GR DE EXCEEDS 2% EXISTING PAVED ROADWAY 2� �FpTER 44TER FABRIC SECTION A -A SEDIMENT BARRIER VIHETIC BALE TYPE SHOWN) L, SPILLWAY NOTE: USE SANDBAGS, SYNTHETIC BALES OR OTHER APPROVED METHODS TO SUPPLY WATER TD WASH CHANNELIZE RUNOFF TO BASIN AS REWIRED. 4 WHEELS IF NECESSARY O COURSE AGGREGATE W. B" THICK ]_,DIERIIIN RIDGE W CONSTRUCT M ED TURNOUT c SD' MIN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING DR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-DF-WAY . DANY MEASURES USED TO TRAP SEDIMETHIS YHT REQUIRE TOP DRESSING, REPAIR AND/DR CLEANOUI F NT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-DF-WAY. 3. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STDNE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP DR SEDIMENT BASIN. A. CONSTRUCTION ENTRANCE TO BE PAVED FROM EDGE OF EXISTING PAVEMENT TO R.O.W. LINE. TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE STAKES FIV&D BURLAP FABRIC WATER R NA SEDDW ENT DATE _ RH 0 ggi�pp p BURIAEP FABRIC , FABRIC SEDIMEM FILTER 1"Er' THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A REIATNELT FIAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cis) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. DROP INLET SEDIMENT TRAP NOT TO SCALE WIRTHP GRATE STAKED j TIC BALE CDMPACTED SOIL a —''ID PREVENT PIPIN —WUNOFF WATER WILLED =RH SEDIMENT I IIII uuul IUI111 I m� SYNTHENTIC BALES STAKESEPEWCALE SYNTHETIC HAY BALE SEDIMENT FILTER NOT TO SCALE NOTES: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FIAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR ONERIAND FLOWS (NOT EXCEEDING D.5 c1R) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECENING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. le 10 _ D'ALK Pro ur5 @Guff Curb @ GufterWT DHCN PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET WLES PROTECTION AROUND INLETS OR SIMILAR STRUCTURES RELATIVELY FIAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET DR OVERIAND FLOWS (NOT EXCEEDING 0.5 cis) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECENING CONCENTRATED FLOWS. SUCH AS IN STREET DR HIGHWAY MEDIANS. NOTES: 3 FILTER a1. h MCR sl°Y1 DF Leo OR .1,70 PROTECT ACCEPTANCE BASS NOT RE ulXrc Tw•x Inlr FULL nT nxr ED nME) REWUuR GRATE REPAR FOR BAG :MWAL FROM INLET\'� DEFLECTOR REOUIRED WHEN FILTER BAG USED ON EXISTING DUMP Loo 11-1 ED STREETS, DEFLECTOR SHALL BE PLACED SUCH THAT IT WILL NOT COMPLETELY CATCHBASIN OBSTRUCT STORM WATER FLOW FROM ENTERING VIA THE CURB OPENING. TLET ENSURE NO MORE THAN 25x OF CURB OPENING IS DESTRUCTED. SECTION INSTALLATION TYPE 'V' INLET PROTECTION NT.S. tot DOUBLE ROW STAKED SILT FENCE DETAIL NOT TD SCALE W l o v s oEA EDGE OF � a PLASTIC LINER (SEE NOTE 2) -FIBAGSLLED EDGE OF - :1 1 1 EARTHEN BERM z EARTHEN BERM PLASTIC LINER PLASTIC LINER TOP OF CUT .l ` PU C LINER t•_g^ PLACED UNDER BERM w OVER BERM ••_2••TOP OF 5 p^ (ENTRY SIDE ONLY) GRAVEL -FILLED I' 'I DRIGINAL B G GROUND - EARTHEN I3:1 n BERM SECTION B-B r NOT TD SCALE £ 6 o nB d z a ENTRY SIDES \`EARTHEN BERM OF WAS PLASTIC LINER FACILITY PLACED UNDER BERM PLAN (ENTRY SIDE ONLY) TYPE "EXCAVATED PIT" LETTERS A MINIMUM OFEIGNT P IC LINER PLASTIC ER 5" IN HOVER BERM OVER BERM EARTHEN BERM EARTHEN BERM GRAVEL -FILLED PLASTIC GRAVEL -FILLED BAG nsxou BAG LINER $NOT TD SCALE CONCRETE WASHOLR SIGN DETAIL EXCAVATED PIT CONCRETE WASHOUT NOT TO SCALE NOTES: 1. ACTUAL IATDUI DETERMINED IN FIELD. 2. INSTALL CONCRETE WASHOUT SIGN (24"X24', MINIMUM) WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. TEMPORARY WASHOUT AREA MUST BE AT LEAST SO' FROM A STORM DRAIN, CREEK BANK OR PERIMETER CONTROL. A. CLEAN OUT CONCRETE WASHDUT AREA WHEN — FULL. KE 5. THE Y TO FUNCTIONAL CONCRETE WASHDUTS IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR CLEAN DUI. 6. SILT FENCE SHALL BE INSTALLED AROUND PERIMETER OF CONCRETE WASHOUT AREA EXCEPT FOR THE SIDE UTILIZED FOR ACCESSING THE WASHOUT. T. A ROCK CONSTRUCTIDN ENTRANCE MAY BE NECESSARY ALONG ONE SIDE OF THE WASHOUT TO PROVIDE VEHICLE ACCESS. r� A cc 4341O1NO00 434.01 COPY OF ADVERTISEMENT Date Published and Media Name Advertisement or Article FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC NEARING LARGE SCALE PRELIMINARY & FINAL SITE PLAN FOR MEMORY CARE COTTAGES AT OCOEE CASE NUMBER: IS-2020-010 NOTICE IS HEREBY GIVEN, pursuant to Article IV Section 4-3A (5) & (6), of the City of Ocoee Land Development Code, that on TUESDAY, JULY 21, 2020, AT6:15 P M. or as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Large Scale Preliminary/ Final Site Plan for Memory Can Cottages at Ocoee. The property is generally located directly northwest of East Silver Star Road, south of Old Silver Star Road, and east of Johio Shores Road. The parcel identification number is 15-22-28-4716-00-130, and is approximately 6.92 acres in size. The Applicant is proposing to construct an Assisted Living Facility (AL.F) that consists of four (4)14,743 s.£ buildings for occu- pants and a 7,751 s.£ commons space building. The buildings will have a combined total of 96 beds. Interested parties may appear at the public hearing and be heard with re- spect to the proposed actions; however, attendance inside the Ocoee Commis- sion Chambers may be limited to accommodate social distancing. This meet- ing is broadcasted 1rn on Spectrum Channel 493 with a live stream at www Ohmm.org/197/Ocoee-TV Any interested party is invited to offer comments and/or questions during the hearing by emailing citiaensQocoee.org or calling 407-554-7118 or by registering in advance by emailing citizens®ocoee.org or calling 407-905-3105 and City staff will call you during the live meeting. A complete case file, including a complete legal description by metes and bounds, may be examined upon request by phone or email through the Ocoee Planning Department at 407-905-5157 or mrivera@ocoee.org. The Ocoee City Com- mission may continue the public hearing to other dates and times, as it deems necessary. Any interested party shall be advised of the dates, times, and places of any continuation of these or continued public hearings shall be announced during the hearing and no further notices regarding these matters will be pub- lished. You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which indudea the testimony and evidence upon which the appeal is based. In accor- dance with the Americans with Disabilities Act, persons needing a special ac- commodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at (407) 905-3105. July 9, 2020 20-02463W