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Home My WebLink AboutItem 07 Approval of the Large Scale Final Site Plan for Everest Rehabilitation Hospital; Project No: LS-2021-007Contact Name: Contact Number `` %/ Ocoee florldo AGENDA ITEM COVER SHEET Meeting Date: January 18, 2022 Item # Michael Rumer 407-554-7083 Reviewed By: Department Director: i'312 City Manager: Subject: Everest Rehabilitation Hospital Large Scale Final Site Plan Project # LS-2021-007 Commission District #4 — Georqe Oliver, III Background Summary: The subject property is zoned PUD (Planned Unit Development) and is located on the east side of Lake Johio Road, north side of E. Silver Star Road, approximately 770 feet east of the intersection of N. Clarke Rd. and E. Silver Star Rd. The subject site is approximately 6.79 acres in size. The subject site is currently undeveloped an is one of two remaining projects in the Ocoee Landings PUD. The subject site parcel ID number is 16-22-28- 4532-00-140. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Low Density Single -Family "R-1A" Existing Single -Family Reidential Residential. East Commercial Commercial "C-2" Inspiration Mixed Use Development South State Road / Silver Star Road / Planned Unit Silver Star Road / Retail Commercial Develo ment "PUD" West Commercial Planned Unit Development Ocoee Landings PUD Phase 1 "PUD" Residnetial and Stormwater Discussion: The proposed Everest Rehabilitation Hospital Large Scale Preliminary Site Plan consists of a 39,817 sq. ft. rehabilitation facility consisting of 36 beds. Additionally, there is 4,792 sq. ft. future expansion space. Parking is being provided to meet two spaces per bed with a required 72 parking spaces. The site is able to facilitate 100 parking spaces with 12 being A.D.A. compliant. Access to the site is via a right -in / right -out on Silver Star Road. An additional driveway is located on Lake Johio Road. A deceleration right turn lane will be provided on Silver Star Road and a right turn lane on Lake Johio Road. The future building will provide two drop off areas with a back of house for dumpster and loading zone. The development will provide a 6-foot wall on the north side of the property. Stormwater is going to the master pond and cross access is being provided to the last parcel to the east. Issue: Should the Honorable Mayor and City Commission recommend Approval of the Large -Scale Final Site Plan for the Everest Rehabilitation Hospital located within the Ocoee Landings PUD? Staff Recommendation: Staff recommends that the Honorable Mayor and City Commission approve the Large -Scale Final Site Plan for the Everest Rehabilitation Hospital.. Attachments: Location Map Zoning Map Aerial Future Land Use Proposed Preliminary Site Plan Everest Rehabilitation Hospital Renderings Financial Impact: None Type of Item: (please mark with an "x") Public Hearing For Clerk's Dent Use: _ Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by () N/A N/A N/A 2 Everest Rehabilitation Hospital Location Map 19 LA KE JOHIO Everest Rehabilitation Hospital Surrounding Zoning Map VN] Development Services Department 0 120 240 480 Feet Created: December 2021 QSubject Prope rty Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two-Fam ily Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PU D) Low Density (PUD) 90 Medium Density (PUD) =High Density (PUD) Public Use (PUD) /// Unclassified r L.,fcpw- iiL • � rr M1 F�J •. r Y4 II • f' p _ x ' p r r F �� 1, N Everest Rehabilitation Hospital Surrounding Future Land Use Map Developments ervi ces Department 0 90 180 360 Feet Created: December 2021 QSubject Property Future Land Use Classification: Low Density Residential (LDR) Medium Density Residential (MDR) High Density Residential (HDR) = Professional Offices and Services (PS) =Commercial(COMM) Light Industrial(LI) Heavy Industrial (HI) Conservation/Flood plains (CONS) Recreation and Open Space (REC) Public Facilities/Institutional (INST) TABLE OF CONTENTS 01 COVER SHEET 02 GENERAL NOTES 03 CONDITIONS OF APPROVAL 04 DEMO & EROSION CONTROL PLAN 05 EROSION CONTROL DETAILS EP:RELLIMINARY/LARGE-SCALE 06 STORM WATER POLLUTION PREVENTION PLAN SITE PLAN., 07 OVERALL SITE PLAN 08 GRADING & DRAINAGE PLAN 09 UTILITY PLAN FOR Q10 1 I A - Q10A OFFSITE IMPROVEMENTS PLAN - 2 11 FIRE TRUCK ROUTE PLAN WATER, SEWER & REUSE SERVICE: 12 SIGNING & STRIPING PLAN DEVELOPER: EVEREST REALTY THIRTEEN, LLC. EVEREST REHABILITATION CITY OF OCOEE 1800 A.D. MIMS ROAD 13 PAVING & DRAINAGE DETAILS Q 14 UTI IT DETAIL 1 OCOEE, FLORIDA 34761 - 5100 BELT LINE RD. SUITE 310 PHONE: (407) 905-3159 Q14A UTILITY DETAILS - 2 DALLAS, TX. 75254 MR. RC SPARKS msparks@limbercreekcapital.com Q 'HOSPITAL ELECTRIC SERVICE: DUKE ENERGY OWNER: 452 E CROWN POINTE ROAD MIJAX SILVER STAR LLC. WINTER GARDEN, FLORIDA 33787 407-905-3321 1580 NW BOCA RATON BLVD., SUITE 9 BOCA RATON, FL. 33432 GAS SERVICE: 561-361-8018 LAKE APOPKA NATURAL GAS DISTRICT CHIP BRYAN chip@mijaxproperties.comQ 1320 WINTER GARDEN - VINELAND ROAD WINTER GARDEN, FLORIDA 34778 7 407-656-2734 ENGINEER: �ry'y TELEPHONE: DAVE 301 SCHLAKE ITTUN ENGINEERING, ROAD, INC. A L I 16-22-23® 3 -00-1 0 AT&T 12301 LAKE UNDERHILL ROAD, SUITE 241 1120 S. ROGERS CIRCLE ORLANDO, FL 32828 BOCA RATION, FLORIDA 33487 407-207-9088 FAX 407-207-90B9 954-249-0558 CABLE: daveschmilt@dseorLcomQ COMCAST CABLEVISION 8130 CR 44 LEG A SURVEYOR: cvni Dv tl jry,,,aj LEESBURG, FLORIDA 34788 AMERICAN SURVEYING &MAPPING INC. = _-----------= 352-516-3824 3191 MAGUIRE BOULEVARD SUITE 200 A PARCEL OF LAND LYING IN SECTION 16. TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING A PORTION OF LOT 14, LAKE JOHIO SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 0, ORLANDO, FL 32803 PAGE 54 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS BRIGHTHOUSE NETWORKS 407-426-7979 FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF THE OCOEE LANDINGS PLAT AS RECORDED IN PLAT BDOK 98 3767 ALL AMERICAN BLVD. MR. KIRK LIPPI P.S.M. PAGE 97-98 OF THE PUBLIC RECORDS OF SAID ORANGE COUNTY, FLORIDA. THENCE RUN THE ORLANDO, FLORIDA 32810 klippi@asmcorporate.com Q FOLLOWING FIVE (5) COURSES ALONG THE IWST DNE OF SAID PLAT: (1) RUN SOUTH 00'24'25'EAST A DISTANCE OF 112.94 FEET; (2) THENCE RUN NORTH 89-35-35'EAST A DISTANCE OF 21.22 FEET; 407-532-8509 (3) THENCE RUN SOUTH 00-24-25-EAST A DISTANCE OF 7.51 FEET TO A POINT ON A NON -TANGENT TRAFFIC: CURVE CONCAVE SOUTHWESTERLY; (4) THENCE RUN SOUTHEASTERLY, ALONG SAID NON -TANGENT LUKE TRANSPORTATION ENGINEERING CURVE, HATING A RADIUS OF 65.00 FEET, A CE14TRAL ANGLE OF 66.12'26-AND A CHORD THAT BEARS SOUTH 33'39'20-EAST A DISTANCE OF 71.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE CONSULTANTS ARC OF SAID CURVE A DISTANCE (IF 75.11 FEET TO A POINT ON A NON -TANGENT LINE; (5) THENCE P.O. BOX 941556 RUN SOUTH OU24'24'EAST A DISTANCE OF 90.17 FEET; THENCE CON➢NUE SOUTH 00.24'24•EAST TO THE NORTH RIGHT-OF-WAY LINE OF STATE ROAD 438 OTHERYASE KNOWN AS SILVER STAR ROAD A MAITLAND, FL 32794 DISTANCE OF 223.04 FEET; THENCE ALONG SAID RIGHT -OR -WAY LINE NORTH 6923'00*w ST AS 407-423-8055 RECORDED IN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION 75250-2525 A DISTANCE OF 461.75 FEET; THENCE RUN NORTH GUOTS6'EAST ALONG THE EASTERN MR. J. ANTHONY LUKE, P.E. RIGHT-OF-WAY LINE OF LAKE JOHIO ROAD AS DOCUMENTED IN THE AFTER -MENTIONED tong@Itec-fLcom Q RIGHT-OF-WAY MAP A DISTANCE OF 494.11 FEET; THENCE RUN NORTH 69-29'59'EAST AS NOTED IN VaLLOAS ON THE LAKES PLAT BOOK 48. PAGES 35-36 A DISTANCE OF 396.66 FEET TO THE PUNT OF BEGINNING. LANDSCAPE ARCHITECT: BORRELLI & PARTNERS THE A80VE-DESCRI8ED PORTION OF LAND LIES IN ORANGE COUNTY, FLORIDA AND CONTAINS 218.967 720 VASSAR STREET SQUARE FEET OR 5.03 ACRES MORE OR LESS. ORLANDO, FL 32804 407-418-81338 CHRIS RICE c ri ce @bowel l i arch i to cts. co mQ LIGHTING: ALERS ENGINEERING GROUP, LLC. 13907 CAYWOOD POND DRIVE o WINDERMERE, FL 34786 e 407-721-1146 PREPARED NICHOLAS V. ALERS, P.E Know what's below. alers1399@gmaiLmm , Call before you dig. EVEREST REALTY THIRTEEN FL STATUE 553.851 (1979) REQUIRES LLC"11N. OF 2 DAYS AND MAX. OF 5 DAYS 5 NOTICE BEFORE YOU EXCAVATE. _ REVISIONS DATE BY _ DESCRIPTION DATE BY DESCRIPTION THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATION 09-23-2027 eC REV PER CITY/ SJRWMD/PDOT COMMENTS A PLANS BY OTHERS: TOPOGRAPHIC SURVEY LANDSCAPE PLANS IRRIGATION PLANS LIGHTING PLANS SITE LOCATION DAVE SCHMITT DAVE NI. SCHMITT FLDRI°AHED N°,'.9ER ,IQ14 ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD Digitally y 61 SUITE 241 ORLANDO, FL 32828 by Dave M '. Schmitt 1 407-207-9088 FAX 407-207-9089 Date: Certification of Authorization k27471 2021.11.05 17:55:30 -0 DATE: JULY 2021 JOB NO.: ERT-1 SHEET: 1 OF 14 1. ALL CONSTRUCTION SHALL CONFORM WITH CITY OF OCOEE ENGINEERING STANDARDS MANUAL, F.D.O.T. STANDARDS FOR ROAD & BRIDGE CONSTRUCTION AND THE CITY OF OCOEE. THE MOST STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS SET FORTH IN THE GENERAL NOTES. ALL IMPROVEMENTS TO BE DEDICATED ANDIOR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, MATERIALS LIST, AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS. A 2. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING ROAD RIGHTS -OF -WAY WITH THE CITY OF OCOEE CITY ENGINEER AND THE FLORIDA DEPARTMENT OF TRANSPORTATION. 3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN -HAND BEFORE BEGINNING CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING SAID INSPECTIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND FOR NOTIFYING THE VARIOUS UTILITY PROVIDERS TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISRUPTION OF SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY PROVIDERS AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY PROVIDER DURING RELOCATION OPERATIONS. ANYDELAY OR INCONVENIENCE BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 6. THE LOCATION OFALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WILL HALT ALL CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. 7. DUKE ENERGY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED POWER DISTRIBUTION SYSTEM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH PROGRESS ENERGY TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS IN THE WORK, AND AVOID UNNECESSARY DELAYS, 8. THE LOCAL TELEPHONE COMPANY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED COMMUNICATION DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH SAID PROVIDER TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS AND AVOID UNNECESSARY DELAYS. 9. ALL WORK AND MATERIALS FURNISHED SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS OR SPECIFICATIONS, 10. THE CONTRACTOR SHALL CONTROL HIS OPERATIONS AND THOSE OF HIS SUBCONTRACTORS, AND ALL SUPPLIERS TO ASSURE THE LEAST INCONVENIENCE TO THE TRAVELING PUBLIC. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED 61OVEAIENT OF VEHICULAR TRAFFIC AND SHALL LIMIT HIS OPERATIONS FOR THE SAFETY AND CONVENIENCE OF THE TRAVELING PUBLIC. UNDER ALL CIRCUMSTANCES, SAFETY SHALL BE THE MOST IMPORTANT CONSIDERATION. 11. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, WARNING SIGNS, AND MARKINGS FOR HAZARDS AND THE CONTROL OF TRAFFIC, IN REASONABLE CONFORMITY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS OR AS DIRECTED BY THE CITY OF OCOEE TRAFFIC ENGINEER; SUCH AS TO EFFECTIVELY PREVENT ACCIDENTS IN ALL PLACES WHERE THE WORK CAUSES OBSTRUCTIONS TO THE NORMAL TRAFFIC OR CONSTITUTES IN ANY WAYA HAZARD TO THE PUBLIC. 12. THE CONTRACTOR SHALL COMPLY WITH ALL LOAD RESTRICTIONS IN THE HAULING OF MATERIALS IN PUBLIC ROADS BEYOND THE LIMITS OF THE WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE WHICH MAY RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT. 13. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE POLICIES AND GUIDELINES ESTABLISHED BY CITY OF OCOEE, FLORIDA FOR THE PRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER, DURING THE EXECUTION OF THE WORK, RESULTING FROM ANY OMISSION, NEGLECT, OR 611SCONDUCT IN HIS MANNER OR METHOD OF EXECUTING THE WORK OR AT ANYTIME DUE TO DEFECTIVE WORK OR MATERIALS. 14. THE CONTRACTOR SHALL INSURE THATPROPER SOIL DENSITIES AREACHIEVED FOR PLACEMENT OFALL HEADWALIJENDRALL FOOTINGS, RETAINING WALLS, AND IN GENERAL, ANYFOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS BEEN PERFORMED PRIOR TO CONSTRUCTION. 15. 1T WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT FOR THIS PROJECT FROM DAVE SCHMITT ENGINEERING. INC. AND MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS FOR SOIL PREPARATION ON THE SITE. 16. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF -ROLLED TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED. THE PROOF -ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BYA FLORIDA LICENSED GEOTECHNICAL ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND THAT ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED. 17. COMPACT THE TRENCHES WITHIN ROADWAYS TO 98% OF THE MODIFIED PROCTOR DENSITY; WITHIN OTHER AREAS TO 95%. 18. IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT I S STARTED. IMMEDIATELY PRIOR TO THE PLACEMENT OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO PLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL TO THE AXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL. 19. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC IN ACCORDANCE WITH FDOT STANDARD INDEX. 20. ROADWAY AND DRAINAGE DESIGN PER CURRENT CITY OF OCOEE AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 21. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO CITY OF OCOEE AND OBTAIN PLAN APPROVAL PRIOR TO CONSTRUCTION. 2Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL RETENTION AND DETENTION FACILITIES AND ALL LANDSCAPE BUFFERS, THROUGH THE DURATION OF THE PROJECT, AND UNTIL THE WORK IS ACCEPTED BY THE OWNER, ALL DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. 23. CONTRACTOR IS REQUIRED TO CALL SUNSHINE UTILITY LOCATES AT 811, MINIMUM OF 2 DAYS TO A MAXIMUM OF 5 DAYS, PRIOR TO ANY EXCAVATION. 24. MISCELLANEOUS ENGINEER NOTIFICATIONS A. THE CONTRACTOR SHALL PROVIDE THE CITY 46 HOUR ADVANCE NOTIFICATION FOR THE FOLLOWING CONSTRUCTION AND OBSERVATION ACTIVITIES. a. SANITARY SEWER VIDEO INSPECTION. b. CONNECTIONS TO EXISTING SYSTEMS c. THRUST BLOCK POURS AND RESTRAINT CONNECTIONS d. STORM DRAINAGE TAMPING e. INLET TOP POURS (REINFORCING STEEL CHECK) 1. WATER & FORCE MAIN PRESSURE TESTS g. BACTERIOLOGICAL SAMPLING h. BASE OBSERVATION & SOUNDING I. ASPHALT PLACEMENT j. PRE -FINAL INSPECTION k FINAL INSPECTION B. THE CONTRACTOR SHALL KEEP DAILY AS -BUILT" DRAWINGS AND MAKE THEM READILY ACCESSIBLE. C. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A PROJECT CONSTRUCTION SCHEDULE (BAR GRAPH) AND UPDATE SAID SCHEDULE ON A MONTHLY BASIS. D. THE CONTRACTOR SHALL COORDINATE ALL BACKFILL OPERATIONS WITH THE PROJECT GEOTECHNICAL ENGINEER AND SUBMIT TEST REPORTS TO THE ENGINEER PRIOR TO BEGINNING WORK ON THE NEXT ITEM OF WORK. I.E. SUBGRADE PRIOR TO CURB. E. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER, RETEST AND OR PERFORM ANY ACTION NECESSARY TO ENSURE THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 25. AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: A. 1 PDF COPY B. CAD COPY DRAWN INSTATE PLANE COORDINATES WATER 26. THE FOLLOWING UTILITY PROVIDER IS LISTED FOR THE CONVENIENCE TO THE CONTRACTOR. WATER: CITY OF OCOEE UTILITIES 1801 A.D. MIMS RD. OCOEE, FLORIDA 34761 (407) 905-3159 27. WATER AND UTILITY CROSSINGS: UTILITY SEPARATION -VERTICAL CLEARANCE A. THE WATER MAIN SHALL BE LAID ABOVE THE SEWER WHENEVER THEY CROSS. IF POSSIBLE WATER MAIN SHALL BE ABOVE OTHER PIPES. B. WHERE WATER MAINS CROSS A GRAVITY SANITARY SEWER, STORM SEWER, OR RECLAIMED WATER MAIN, A VERTICAL SEPARATION (OUTSIDE TO OUTSIDE) OF AT LEAST 12 INCHES MUST BE MAINTAINED FROM THE RECLAIMED WATER MAIN, A VERTICAL SEPARATION OF 18 INCHES MUST BE MAINTAINED FROM THE GRAVITY SANITARY SEWER AND STORM SEWER MAIN. THE WATER MAIN SHALL BE LAID ABOVE THE OTHER PIPE. C. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ON THE OTHER PIPELINE SO THAT THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE JOINTS OF THE OTHER PIPE. UTILITY SEPARATION -HORIZONTAL SEPARATION D. WHEN WATER MAINS PARALLEL A GRAVITY SANITARY SEWER MAIN NOT REGULATED UNDERPART III OF CHAPTER 62-610, F.A.G., A SEPARATION (MEASURED OUTSIDE TO OUTSIDE) OF AT LEAST TEN FEET MUST BE MAINTAINED, E WHERE WATER MAINS PARALLEL A GRAVITY STORM SEWER PIPE OR RECLAIMED WATER MAIN REGULATED UNDERPART III OF CHAPTER 52-510, F.A.C. A MINIMUM OF 3 FEET HORIZONTAL SEPARATION (MEASURED OUTSIDE TO OUTSIDE) MUST BE MAINTAINED. F. NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY MANHOLE OR STORM SEWER INLET OR MANHOLE. G. FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM THE A STORM SEWER OR RECLAIMED WATER MAIN REGULATED BY PART 111 OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET, FROM A GRAVITY SANITARY SEWER NOT REGULATED BY PART III OF CHAPTER 62-610, F.A.C. H. THE WATER MAIN PIPE SHALL BE LAID SUCH THAT THE JOINTS ARE STAGGERED AS FAR AS POSSIBLE FROM THE JOINTS OF THE OTHER PIPE. 1. REFER TO OCOEE PIPE SEPARATION REQUIREMENT TABLE SHEET (VT013) ON SHEET 14 28. ALL FIRE HYDRANTS SHALL BE POSITIONED NO MORE THAN 5 FEET FROM THE CURB. 29. A BACKFLO W DEVICE (I.E. JUMPER CONNECTION) IS REQUIRED AT ALL ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS, FIRE PROTECTION SHALL BE IN ACCORDANCE WITH CITY OF OCOEE CHAPTER 78 - FIRE PREVENTION CODEAND NFPAl, FIRE CODE, 2012 FIFTH EDITION. SEWER 30. THE FOLLOWING UTILITY PROVIDER IS LISTED FOR THE CONVENIENCE TO THE CONTRACTOR. SEWER. - CITY OF OCOEE UTILITIES 1801 A.D. MIMS RD. OCOEE, FLORIDA 34761 (407) 905-3159 31. ALL GRAVITY SEINER LINES SHALL BE A MINIMUM OF 2' FROM THE CURB AT ALL LOCATIONS, 32. CITY OF OCOEE UTILITIES EMERGENCY WASTEWATER SPILL AND WATER MAIN BREAK PROCEDURES. A. TELEPHONE NOTIFICATION THE CITY OF OCOEE INSPECTOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCEMAIN, GRAVITY SEWER OR WATER41AIN BREAK OR DAMAGE AT 407-905-3159, B. REPAIR IMMEDIATELY ALL DAMAGE TO CITY OF OCOEE'S MAINS SHALT. BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTORS' EXPENSE, IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY OF OCOEE UTILITIES INSPECTOR, CITY OF OCOEE MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR THOSE REPAIRS. C. CITY OF OCOEE UTILITIES GENERAL TELEPHONE NUMBERS CONSTRUCTION INSPECTION SECTION 407-905-3100 X1510 ENGINEERING DEPT 407-905-310OX1504 D. ADVANCE NOTIFICATION OF CONSTRUCTION E. ADVANCE NOTIFICATION OF PENDING CONNECTION COORDINATE WITH/THROUGH CITY'S INSPECTOR F. OPERATION OF CITY OF OCOEE VALVES WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY A CITY OF OCOEE UTILITIES INSPECTOR (407-905-3100). ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. G. OPERATION OF CITY OF OCOEE PUMP STATIONS THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATIONS AND SHUTDOWN CONTROLS WITH AN CITY OF OCOEE UTILITIES INSPECTOR (407-905-3100). 33. PRESSURE PIPE LENGTHS DO NOT INCLUDE BENDS, AIR RELEASE VALVES OR FIRE HYDRANT ASSEMBLIES, ...........................................______---- 34. AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01,05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: a.1 PDF COPY b, CAD COPY DRAWN IN STATE PLANE COORDINATES 35. ALL FINISHED FLOOR ELEVATIONS WILL EXCEED THE 100-YEAR FLOOD PLAIN BY A MINIMUM OF TWO FEET (2'). 36. IN THE EVENT OF EXCESSIVE OFF -SITE TRACKING, THE CONTRACTOR WILL BE OBLIGATED TO INSTALL ADDITIONAL MEASURES 37. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO CONSTRUCTION. DAVE SCHMITT REVISIONS DAVE M. SCHMITT DATE: JULY 2021 mm ENGINEERING, INC. DATE 8Y DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER GENERAL NOTES PROJECT NO.: ERT-1 mm 12301 LAKE UNDERHILL ROAD 48274 DRAWN BY: BC SUITE 241. EVEREST REHABILITATION HOSPITAL mm ORLANDO, FL 32828 CHECKED BY: DIMS 407-207-9088 FAX 407-207-9089 OCOEE, FLORIDA SCALE: NONE Certification of Authorization #27471 09-23-2021 BC REV PER CITY I SJRWMD I FOOT COMMENTS SHEET: 2 OF 14 UH V C J1.17IVI 1 I I r«v""'rye DAVE M. sctNUITTMB CONDITIONS APPROVAL DATE: DULY 2021 ENGINEERING, INC. DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER PROJECT NO.: ERT-1 So= 48274 DRAWN BY: BC mm 123D1 LAKE SUITE 241 IIL ROAD EVEREST REHABILITATION HOSPITALmm CHECKED BY: DMS SUITE 241 — ORLANDO, FL 32828 -2 OCOEE, FLORIDA -9D88 FAX 407-207-9D89 SCALE: NONE Certification of Authorization #27471 - PROPERTY DUSTABATEMENT FENCE BOUNDARY EXISTING PROPERTY RETAINING WALLBOUNDARY SINGLE ROW SILT FENCE DOUBLE ROW SILT FENCE INLET SILT SOC/( ' PROTECTION Lil • EXISTING /1 EXISTING EXISTING e-DIP VJATERh1AIN J fi'PVCRWM TO BE MAINTAINED EXISTING TOBEMAINTAINED SINGLE ROW SILT FENCE 6'PVC RWM 6'CHAINLINKFENCE TOBEIfAiNTAINED CONCRETE WASHOUT TO BE DEMOLISHED SEE DETAIL SHEET 5) DUSTABATEMENT FENCE FENCE U DUSTABATEMENT FENCE EXISTING PROPERTY R71 ... STOP 8'DIP V✓ATERMAIN TOBEMAINTAINED �L BOUNDARY ❑ - EXISTING _ SANITARY MANHOLE SOIL TRACKING PREVENTION DEVICE TO BE MAINTAINED (SEE DETAIL SHEET 5) - EXISTING 8' DIP WATERMAIN SINGLE ROW SILT FENCE TO BE 4AINTAINED EXISTING •.. -. ..... •.. EXISTING OVERHEAD POWER LINES TO BE RELOCATED 6' PVC RWM TOBEMAINTAINED DUSTABATEMENT FENCE EXISTING ... .... 12'DIP WATERMAIN TO BE MAINTAINED SOIL TYPE LIhfIT LINE -5 " SINGLE ROWSILTFENCE 0 \ 484 LF SAWCUT AND REMOVE EXISTING CURBING AND PROPERTY CURB PAD. REPLACE WITH STRUCTURAL ASPHALT BOUNDARY TURN LANE TO MATCH EXISTING ADJACENT TRAVEL DUST ABATEMENT FENCE LANE. SINGLE ROW SILT FENCE 0 20' 40 80, SCALE 1' = 40' VERTICAL mmm: NAVD 88 DUST ABATEMENT FENCE DETAIL TYPICAL SILT SOCK DETAIL p r -------------------------------------- fIM1C WIPPOSTS 20' TDI5ARD5 ROA, FABRIC EXISTING FLOW GROUND DIRECTION a" EROSION AND SEDIMENT CONTROL NOTES I. 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"'rs" "'�d- TAVARES FINE SAND 46 O (SEE SHEET 6114) TAVARES-I.IILLHOPPER FINE SAND 4i . EXISTING 0 DUSTABATEll ''TFENCE EXISTING POND �11H'.- 675 LF OF 5'CONCRETE SIDEWALK SINGLE ROW SILT FENCE _. ':. _ �I�!I I - OVERHEAD POWER LINES TD BE RELOCATED PROPERTY BOUNDARY POLE TO BE RELOCATED Q (SEE SHEET 10/14) SINGLE ROW SILT FENCE Qj (SEE SHEET 70/14) EXISTING72' �POLETO'EREICCATE� SEESHEE DIP WATERh1AiN TO BE M19AINTAINED POLE TO BE RELOCATED SINGLEROW SILT FENCE SINGLE ROVJ SILT 1,247OF EXISTING I2'VJATERM1IAIN TO BE ABANDONED IN PLACEd GROUTED FENCE I • .. 0 (SEE SHEET 1W74) i PROPERTY - ... 7 BOUNDARY j ... DUSTABATEMENT FENCE REMOVE AND REPLACE CURB INLET, 333 LF SAWCUT AND REMOVE EXISTING CURBING AND EXTEND EXISTING STORM PIPE TO MATCH CURB PAD. REPLACE WITH STRUCTURAL ASPHALT TURN REMOVE AND REPLACE CURB INLET. EXTEND EXISTING SIZE, SLOPE AND MATERIAL. LANE TO MATCH EXISTING ADJACENT TRAVEL LANE EXISTING STORM PIPE TO MATCH EXISTING SIZF_, (SEE SHEET 8114J SLOPE AND MATERIAL. 225 LF SAWCUT AND REMOVE EXISTING CURBING AND CURB (SEE SHEET 8114) PAD, REPLACE WITH STRUCTURAL ASPHALT TURN LANE TO MATCH EXISTING ADJACENT TRAVEL LANE. DAVE SCHMITT REVISIONS DAVE M. SCHMITT DATE: JULY 2021 DATE BY DESCRIPTION DATE BY DESCRIPTION ENGINEERING, INC. FLORIDA REG, NUMBER DEMO & EROSION CONTROL PLAN PROJECT NO.: ERT-1 mm 4s274 DRAWN BY: BC KIM 12301 LAKE ILL ROAD SUITE 241 SUITE 241 EVEREST REHABILITATION HOSPITAL _ _ _ CHECKED BY: DMS Em ORLANDO, FL 32828 SCALE: 1"=40' 407-207-9088 FAX 407-207-9089 OCOEE, FLORIDA 09-23-2021 BC REV PER CITY / SJRWMD I FDOT COMMENTS 7 SHEET: 4 OF 14 Certification of Auihoiizalion #27471 STORM WATER POLLUTION PREVENTION PLAN Concrete Washout Area (CWA) A1111-1 EROSION AND SEDIMENT CONTROL NOTES , : �N , ,• (.ty �z�µ ]] 'Ta D� - �,� D �, `t F TYPES I k IF II uAY � �)YDES KPS. 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THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT, 2. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL 13E ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM SITE. 3. ALL FUEL STORAGE AREAS SHALL HAVE THE PROPERTY OWNER'S PRIOR APPROVAL AND APPROPRIATE MEASURES SHALL BE TAKEN TO INSURE PROTECTION OF GROUNDWATER AND SOIL RESOURCES. STORAI WATERIEROSION CONTROL 4. THE STORMWATER SYSTEM FOR THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH APPLICABLE RULES AND DESIGN STANDARDS OF THE WATER MANAGEMENT DISTRICT OR REGULATORY AGENCY WITH THE MOST STRINGENT DESIGN STANDARDS, AS REQUIRED BY THE SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT AND CITY OF OCOEE, FLORIDA. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENTION AND DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. 6. ALL REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE MINIMUM CLASS WAND ALL DITCH BOTTOM INLETS AND MANHOLES SHALL HAVE TRAFFIC BEARING TOPS (H-20 LOADING), WITH THE EXCEPTION OF POND OUTFALL CONTROL STRUCTURES WHICH SHALL BE NON -TRAFFIC BEARING. ALL HOPE WILL BE SMOOTH WALL INTERIOR AND SHALL MEET OR EXCEED STANDARDS OFASTM D 3350 CELL CLASSIFICATION 345464C. 7. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H-20 LOADING. IT THE CONTRACTOR SHALL PERFORM EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF OCOEE STANDARDS, DETAILS CONTAINED IN THE PLANS, THE FOLLOWING NOTES, AND AS DIRECTED BY THE ENGINEER, A. TEMPORARY EROSION CONTROL a. STOCKPILING MATERIAL: NO EXCAVATING MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. b. INLET PROTECTION: INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATERBODY OR STORMWATER COLLECTION FACILITY. - c. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPA- TED TO BE DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED, AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE. d, TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN NOTE C ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF 4 INCHES. e. TEMPORARY GRASSING: THE SEEDED OR THE SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. C TEMPORARY REGRASSING: IF, AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATION COVER. g. THE CONTRACTOR SHALL PLACE HAY BALES AROUND ALL EXISTING AND NEWLY CONSTRUCTED INLETS TO CONTROL EROSION DURING CONSTRUCTION. h. MAINTENANCE' ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSIONAND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. B. PERMANENT EROSION CONTROL THE EROSION CONTROL FACILITIES FOR THE PROJECT SHALL BE DESIGNED TO MINIMIZE THE IMPACT ON OFF -SITE FACILITIES. ALL STORMWATER DISCHARGE FROM THE PROJECT LIMITS SHALL BE ROUTED THROUGH DETENTION BASINS TO TRAP SUSPENDED SEDIMENTS AND DISCHARGE FACILITIES FROM THESE BASINS SHALL BE PROVIDED WITH A SKIMMER DEVICE TO TRAP FLOATABLE DEBRIS. a. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY THE CONSTRUCTION WILL, ASA MINIMUM, BE FERTILIZED AND SEEDED. THE FERTILIZER SHALL BE OF 12-8-8 PROPORTIONS AND SHALL BE UNIFORMLY SPREAD ALA RATE OF 400-600 POUNDS PER ACRE AND MIXED WITH THE SOIL TO A UNIFORM DEPTH OF FOUR INCHES, INCLUDED WITH THE FERTILIZING OPERATION, WILL BE THE APPLICATION OF AMENDMENTS, IF NECESSARY, SUCH AS DOMOMITIC LIMESTONE OR ALUMINUM SULFATE TO CORRECT THE PH FACTOR TO WITHIN THE LIMITS OF 6.0-7.Q THE GRASS SEED SHALL BE UNIFORMLY SPREAD AT THE RATE OF 100 POUNDS PER ACRE WHILE THE SOIL IS MOIST. THE GRASS SEED MIXTURE SHALL BE OF 20 PARTS BERMUDA AND 80 PARTS BAHIA, WITH THE ADDITION OF 30 PARTS RYE IN THE WINTER SEASON. b. PERMANENT SEEDING AND MULCHING: IN ADDITION TO THE MINIMUM REQUIREMENTS OF NOTE 1. ABOVE, SLOPES OF 6.1 TO 4:1 INCLUSIVE WILL BE MULCHED WITH A UNIFORM THICKNESS OF APPROXIMATELY TWO INCHES, LOOSE MEASURE, OF MULCH MATERIAL INCORPORATED INTO THE SOIL BY MIXING TO A DEPTH OF FOUR INCHES. c. PERMANENT SODDING: ALL RETENTION/DETENTION BASINS SHALL BE SODDED WITHIN THEIR LIMITS. ALL EXPOSED AREAS WITHIN PUBLIC RIGHT-OF-WAYS WILL BE SOLID SODDED. OTHER AREAS WITH SLOPES STEEPER THAN 4:1 WILL BE SODDED. d. STRIP SODDING: STRIP SOD SHALL BE PLACED ADJACENT TO ALL CURBS, WALKS AND PAVEMENTS. e. REGRASSING: ALL GRASSED AREAS WILL BE MAINTAINED TO ASSURE A GOOD STAND AND SUFFICIENT GROUND COVER TO MINIMIZE EROSION. IF, AFTER 60 DAYS AN ADEQUATE GROUND COVER HAS NOT BEEN ESTABLISHED, THE AREA WILL BE REGRASSED. L ADDITIONAL FERTILIZATION: GRASSED AREAS NOT ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL BE FERTILIZED AT AN APPLICATION RATE OF 250 POUNDS PER ACRE, DAVE C M ITT ENGINEERING, INC. 72301 LAKE SUITE241 ILL ROAD SUITE 247 ORLANDO, FL 32828 REVISIONS FLORIDA REG. NUMBER 48274 w EVEREST REHABILITATION HOSPITAL 21 PROJECT NO.: ERT-1 DRAWN BY: BC CHECKED BY: DAIS 7- 7- 088 FAX 407-207-9089 Certification of Authorization tE27471 OCOEE, FLORIDA SCALE: NONE SHEET: 6 OF 44 DATE BY —DESCRIPTION DATE BY DESCRIPTION w DEVELOPMENT STANDARDS PARCEL IDENTIFICATION NUMBER TOTAL SITE AREA: 5.03 AC 16-22-28-4532-00-140 25' CORNER CLIP DEDICATION [#5.C,0,N...SI.D�E WALK TO CITY OF OCOEE. 0.01 AC. MINIMUM ZONING STANDARDS (SEE SHEET 1vf4) COMMERCIAL TFACE OFT HE CURB EXISTING ZONING: PUD - - - FUTURE LAND USE: COMMERCIAL MAX BLDG COVERAGE:30 MAX F.A.R, = 3 BLDG COVERAGE PROVIDED: 20.27% MAX IMPERVIOUS: 80% - - B' OPAQUE WALL PERMITTED USES: IMPERVIOUS AREA PROVIDED: 60% SEE TABLE 5-1(PERMITTED USE REGULATIONS) UNDER THE CITY MAX BLDG HEIGHT.' 35' (2 STORY) WHEELSTOPTOBEINSTALLEDINALL OF OCOEE ZONING REGULATIONS. (ALL USES & SPECIAL MIN LIVING AREA: NIA PARKING STALLS IN FRONT OF BUILDINGS EXCEPTIONS IN C-2 ZONING EXCEPT FOR A. AUTOMOTIVE 10'BUILDING SETBACK SALES, B. HOTEL, C. MOTEL. ALL SPECIAL EXCEPTION USES 0 2D' 40' 80' WILL REQUIRE A SPECIAL EXCEPTION SITE PLAN APPROVAL UTILITYPROVIDERS BEFORE PERMITTING. SCALE: I' - 40' C-3 AUTOMOTIVE REPAIR AND CARWASH WATER: CITY OF OCOEE 70'TI UTILITY — - (WILL EINTOEXISTING WATER MAIN ON RESIDENTIAL SITEAS SHOWN) EASEMENT 10'UTILITY EASEMENTQ �� COMMERCIAL- REHABILITATION HOSPITAL OPEN SPACE Q WHEEL STOP DETAIL DEVELOPABLE AREA: 5.02AC, WASTEWATER: CITY OF OCOEE 5' SIDE WALK ' (WILL GRAVITY TO EXISTING MANHOLE IN NORTHEAST OF THE SITE AS SHOWN) I SETBACKS: EXISTING TYPE'D-CURB(TYP.) f1oiE FRONT: 25' REUSE WATER: CITY OF OCOEE PROPOSEDED'F'CUCURB p ALL AFFECTED siDEWALKs, RAS1P5. AlJD CRD5545AL1(5, 4Y2L BE REAR: 20' (WILL TIE INTO EXISTING REUSE WATER MAIN ON RESIDENTIAL SITE AS SHOWN) 25'X25' VISIBILITY TRIANGLE BUILTAh'D IfJSPECTED TO fdEET CURRENT ADAREQUIRElAEfJTS. SIDE: 10, S SIDEWALK 7'SIDEVIALK& 7- SIDEWALK R25' I BUILDING NOTES: 5' SIDEWALK -' I`_ 1. ALL COMMON AREAS WILL BE PRIVATE k srcEnrcn REHABILITATION I° HOSPITAL = 39,817 SF. 26.9' 4.0' - ISTINGOVERHEAD I� - 4'0 2. ALL DRIVEWAYS WILL BE PRIVATE. & CO,l4PACTOR I 9 I 1 90 5'PEDESTRIAN 3 HNa as,cr; Is+Tao lcanDE ro eo,r«n m' R15' POWER LINES & ro OT Icr+s£r z+'e4 xa==sr[n:wacx/ DRIVEWAYA m ACCESS p s c eLUE1 srfrseL FUTURE EXPANSION = 4,792 SF.. 3. FINAL DEVELOPMENT ORDERS OR PERMITS MAYBE ISSUED ONLY UPON FINDING BY DOUBLE - rE TAeLe Ir. t;cs THECUY THAT THE INFRASTRUCTURE ADDRESSED UNDER THE CONCURRENCY R50' STOP DUAfPSTER -, s .-( \ aA •'P A1ANAGEMENTSYSTEAI SHALL BEAVAILABLE CONCURRENT WITH THEIMPACTSOF THE / N PARKING SPACE DEVELOPMENT. sl,J ITE PARKING SPACE REQUIRED 4. FLL COMMERCIAL SIGNAGE FOR THE PROJECT SHALL COMPLY WITH THE ADOPTED o � .. + ' Sao c. m 2 PARKING SPACES X 36 PATIENT BEDS = 72 P.S. CITY OF OCOEE SIGNAGE REGULATIONS (LOC, ARTICLE VI, SECTIOfJ 6-74, C, (5)). O' 7'SIDEWALKQ ,55 ( ) OPEN SPACE 12 s 9' Q 6' s• 5. FREESTANDING GROUND SIGNS ARE TO BE LOCATED NO CLOSER THAN 10 FEET ncTE PARKING SPACE PROVIDED AWAY FROM PUBLIC RIGHT-OF-WAYANO NOT WITHIN SAFE -SIGHT TRIANGLES. AS Au sTFIPiNc sxNL F� mew.fOPusnc AfrD s•. I ( SILVER STAR ROAD (s.RNO. 43B)ISANFD.O.T. ROADWAY SITE TRIANGLES WILL BE 24' 45' 12'X25' I I p TYPICAL PARKING STRIPING A.D.A PARKING SPACES = 12 DESIGNEOPER THE CURRENT F.D. O. T. DESIGN STANDARDS. 12•--11 12' LOADING ZONE& I & REGULAR PARKING SPACES = 88 FUTU 4'92 SFNSION 9' ' TOTAL PARKING SPACES = 100 B LAND UM COVERAGE OF ALL BUILDINGS SHALL NOT EXCEED 30T, OF THE GROSS 3 I FLUSH CURB I (0.11AC.) ALONGRAMPS & I O 0 5'sIDEV✓ALK 25'14' ; Fr-- i OPEN SPACE W I 10'BUILDING SETBACK -- -_ - _-- 12' ' 5'SIDEWALK REE-STANDING J I ! ---- ' W I ❑ 5'WHEEL STOPS /r / GROUND SIGN 5'SIDEWALK l_ -_Ji� L BUILDING - - �3e 39.817 SF I --� gl'II I 1 j R ( L (0.91 AC.) L-- I T € it TYPE'D'cuRe(TVP.J ( IIII,"II i, zB'-I EXISTING II-I�I I TYPE F CURB(TYP4' .J o I 1 & OPEN SPACE S A i( it POND & I'i IiI I 10-UTILITYEASEMENT i PSIDEWALK 10' & l II�s 14' 9 26'BUILDING 3ETBACK ]1.. ,Q. a III III - - - I \ \ m OPEN SPACE I Ii II I I a TYPED' CURB(TYP.) q, DRIVEWAY.-m ®_ ® ILOT CROSS ACCESS, l I " - TiLITY 25'BUILDING SETBACK m ♦� ' l 5 SIDEV/ALK 75' UoI ® TYPE'D'CURB TYP EASEMENT 9' DRAINAGE ( ) o a +0 25J(25'VISIBILITY TRIANGLE EASEMENT OPEN SPACE_ _�— _ - -- Q-'`� fl<iY I TYPE 'F'CURB TYP)5 SIDEWAL5'S1DE4YALK - 240 s slDewa x --� �-`�-� - - - 50 - " � TYP�CURBfTYF) I" 50 --i u FREE-STANDING CONCRETE SIDEWALK GROUND SIGN & TYPE'F'CURB(TYP.J 12'RIGHT TURN LANEV1150' TO BE DEMOLISHED TAPER, TOTAL 240' LONG (SEE SHEET 4114) EXISTING - TYPE'F'CUR.(TYP.J 12' RIGHT TURN LANE W150' TAPER, TOTAL 240' LONG DAVE REVISIONS SC MITT -0AVE M. SCHMITT DATE: JULY 2027 ENGINEERING, INC. DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER OVERALL SITE PLAN PROJECT NO.: ERT-1 12301 LAKE 48274 DRAWN BY: BC SUITEITE 241 ILL ROAD EVEREST REHABILITATION HOSPITAL 247 ORLANDO, FL 32828 CHECKED BY: DIAS 407-2cation f FAX 4ation 7-9089 #27471 OCOEE, FLORIDA SCALE: 1" = 40' Certification of Authorization #27471 08-23-2D21 BC REV PER CITY / SJRWMD / FOOT COMMENTS SHEET: 7 OF 14 DRAINAGE STRUCTURE DATA J11_j 0-1 ETA: 7+25.23 4+67.55 4+00.04 37T, 1+ 75.16 (0.0 ) (0-0 ) (-0.9 L) (0.0 ) N:'54 1 772.9759 N:1542030.6426 N: 1542079 6442 N:1542079.6426 EASEMENT 1 91. E.:419127 6293 E.49129 1.6293 E.491252. 1'923 E7,491027.1907 EASEM14ENT EASEMENT N 1541 72.9759 N: 1 54203 0.6426 N: 1542079.6442 TYPE L E. I"C"91N ET N491291.6293 E.491291,6293 E.'491252.1923 T.E. 131.95 1 54' 7,2g,9759 TYPE, "C' INLET INV. 127.45 (E) 9 1". , E.:4 12 _ 13 T.E. 31.95 ST TYPE 'C" INLET WV. 126.70 (IY) D - P 304r4+68.12 SV. 3+50.64 `STK 2+ 73.6 7 3-TW.- 0 + 9 3. 6 7 (0.0 (0-0 (0-0 (0.0 R) N: 1541772-9759 N:1541772.9759 N.1541821.9759 N:15420019759 D 05M, 91076.1 24 E.*490956.7100 E,490909.7100 ,490909,6600 E.49 TRENCH DRAIN N 1541772.9759 N:1541772.9759 E7 N.'1541821.975 N:1542001.9759 E.491076. 1924 E.490958.71 00 1 �7100 E,490909.6600 A TYPE "C ? INLET TYP "C" INLET TYPE "C" INLET TYPE "C" INLET T.E. 132.65 TE. 132.30 STOP T.E. 1132.75 (N) T.E. 132..50 INV. 25.83 INV. 2633 (NE) D_ 0 9 _9 49'-12- ADS HPPP b.3',- 63'-18" RCP 0.24% 80 M-1541840.6962 0_ 110+ 55.94 TTT, +46.75 (-31 . 4 1) (-49.2 L) -382.5 E.490656.2605 wr D-2 ( I N:1542039.6987 N:1541751.4613 NA54 755�,ID70 EX. TYPE "P6" CURB INLET E.490 41. 1327 E.'491340.8790 E.4 4.1765 91 TYPE 9 67 TO BE REPLACED IV T.E. TRENCH DRAIN N:1541751.4613 EXISTING ME 'P7T" MANHOLE E.'49 340.8790 "P7T" MANHOLE T. E T:DT ZZ% INV. 126 .50 Si'(TYPE 1 P 7T" MANHOLE TE. 1,31.03 133.f0 134 . 12 TE. 1132.70 INV. 122.03 (111) INV. 130.58 (E) INV. 24.50 (NW) oQ N.1-5-41840.5183 K_1541698.1267 N.-15-41703.8069 TIA-15-41702.3311 Q. 1 c�r� v I Q -� - E,490867.3196 E.491109.0461 E.491108.6573 E,491475,6329 TYPE T.E. I"P6" CURB INLET EX TYPE "P6' CURB INLET TYPE "P6" CURB INLET EX. TYPE "PL5" CURB INLET TO REPLACED W1 I.E. 131.29 TO BE REPLACED W1 10'UT7LITY 33.92"P7T" MANHOLE INV. 130.63 (il) TYPE "P7T MANHOLE INV. 127.42 (S) TYPE EASEMENT TE 131.41 TE. 132.52 INV. 2740 (N) INV. 129.02 (N) 258'-24" RCP 0.23% _Rj D 45 _jwn _075-41712.3420 180'-15" RIP 0-2 r v E.'491475.5546 is Q TYPE "P5L" CURB INLET EF.E= 134.00 T.E. 132.32 1 INV. 29-05 (S) LL - - - - - - - - I I 1'- 18" ERCP 0.45 LEGEND 1 0 15. 30' 60, 0&FdPP.R PROPOSED 22 SANITARYSEWERSYSTEM RE14OVEAND SCALE: 1' = 30' STORMSEAERSYSTEM RS SURVEYDATU".'NAVD86 REPLACE CU 112 iYATERSYSTEff EXISTING o POND r_ A ZN & FIRE VNE & HYDRANT j 18- RIP 0.26% p PROPOSED OFTSITE 060, NEWPAVErtENT D-1 20'DRAfNAGE (RIGHT-fljfrNrNIES) 15'-24 RCP 0.21 RCP 0 847 rtrm, EASEMENT 333'-36' RCP 0.44X 117 18" RCP 0.2EN 0-10 (-D-2 I'SIDE-111 IATCHEXISTINGGROUN & ERCP 11,3117A ITt 5 SIDEWALN 6 -18 ERCP 0.357 'SIDEWALN :4. F p.......... 15 UTILITY O_44 REMOVE AND REPLACE_ CURB INLELQ EASEMENT QREM1IOVE AND REPLACE CURB INLET. 0-42 REVISIONS F_ DESCRIPTION DAVE M. SCHMITT DATE: JULY 2021 _FBY GRADING & DRAINAGE PLAN PROJECT NO.: ERT-1 DAVE SCHMITT DATE BY DESCRIPTION DATE FLORIDA REG. NUMBER ENGINEERING, INC. 48274 12301 Lake Underhill Road Suite 241 DRAWN BY: BC 0RLANDO, FL 32828 EVEREST REHABILITATION HOSPITAL CHECKED BY: DIAS 407-2079088 FAX 407-207-9089 Certification of Authorization #27471 - OCOEEFLORIDA SCALE: 1'=30' 09-23-2021 B, BC REV REV PER CITY / -SJRWNID I FDOT COMMENTS Al SHEET: 8 OF 14 / FRONT ELEVATION SCALE: N.T.S. Z LEFT ELEVATION SCALE: N.T.S. 3 RIGHT ELEVATION SCALE: N.T.S. / REAR ELEVATION SCALE: N.T.S. Everest PM1y,lraeReh AbRXnibn Ho,Phal U rc S.u.,n1 waa Y.-,S+.«m cvAr 2 ,,x 1 oeeAr a<5� aI ,. an pas sw st,t,ea c Ar Na �1 il, � k 1 rcvn rmt ur sav �, x. Ns �vta s,rl lasso atn srAv 'nwx sxm Na ��'��'� Prui wr., v..,win time ham.n uxe Ya eG.v s,.e<mme ay su,ehii 02021byDBA AEehncem Sara R pen Sr Na All nigh[, reserved. arrangements depicted herein :ue the sole propem' of DBA architects and may not be m ea•ms,a— reP roduced inany form without its written pemtission. ,er�.e.:„ xe,.r�-., r. ,vro sotasezf alm nx,,,,r Na H u 0 c/)xP4� � 0 a � � w S EXTERIOR FINISHES H o O SCALE: N/A FMM—i H � W W NUMBER MATERIAL W rT7l W 1 STUCCO Z HARDIE SIDING 4 PAINTED STEEL STRUCTURE 5 MASONRY VENEER 6 PAINTED STEEL LINTEL 7 PREFINISHED METAL FASCIA 8 STANDING SEAM METAL ROOF l vI EXTERIOR FINISH KEY Drn,rn By: jG (:peeked hr: B\1 Sheet A500a 1 COURTYARD ELEVATION SCALE: N.T.S. Z COURTYARD ELEVATION SCALE: N.T.S. Everevt physiralflehab;titatfon Norpitai sweo wx� se,rss.�u ar Fa �� zAi.N Na sw.ut wx-a se+..vsraeu an,.a Na KN<E.v h� wFR eeAr ru.ax sy'^ys waa per iw 91°f eanr N, nvas ie ¢ wa_� p.. iw /ws ",'22r Na Rzv&� w/snrzen °yam 10 sa,re M rv.xea s.ael sv�r.°z/urcnY pa�a sw )J.9 E.uu ^/z K,ceo_ .p 5 e.e.a Pmr un svgv z�_r nfa �i3w rub aep sear �� M � Rr.J. Na,a v..xnn ar.-e n°mvn me 5-rfeGy s..em4+wre sr,hb-e+i 0 2021 by DBA ZA hivom r vnnr Na All tight reamed. $17- 'The arrangements depicted herein arc the ` wRae sole prop—y of DBA n rchitect and may not 1 re —1—d in form P am- «ithout its written pezmission. EXTERIOR FINISHES i 3 SCALE: N/A NUMBER MATERIAL I STUCCO 2 HARDIE SIDING 4 PAINTED STEEL STRUCTURE S MASONRY VENEER 6 PAINTED STEEL LINTEL 7 PREFINISHED METAL FASCIA 8 STANDING SEAM METAL ROOF 4 EXTERIOR FINISH KEY SCALE: N/A Dta— By: IG (11-1 ed b): Li\L Sheet A500b