Loading...
Item 08 Everest Rehabilitation Hospital – Preliminary Large Scale Site Plan; Project No.: LS-2021-007 ocoee florida AGENDA ITEM COVER SHEET Meeting Date: January 4, 2022 Item # C�g Reviewed By: Contact Name: Michael Rumer Department Director: Contact Number: 407-554-7083 City Manager: Subject: Everest Rehabilitation Hospital Preliminary Large Scale Site Plan Project# LS-2021-007 Commission District#4— George Oliver, Ill 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 Development"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 Preliminary Large-Scale Site Plan for the Everest Rehabilitation Hospital located within the Ocoee Landings PUD? Development Review Committee Recommendation: The Development Review Committee (DRC) met on December 7, 2021, and reviewed the proposed Preliminary Large-Scale Site Plan. Discussions on water lines and turn lanes resulted in a need for an additional meeting on utilities. The Development Review Committee voted to approve the Preliminary Large Scale Site Plan under the following conditions: 1. A separate utility meeting is held; & 2. Remainnng comments are satisfied by the time the project is schedule for the City Commission. Staff Recommendation: Based on the analysis provided in this staff report and the recommendations of the DRC, Staff recommends that the Honorable Mayor and City Commission approve Preliminary Large-Scale 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") X Public Hearing For Clerk's Dept 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 N/A Reviewed by Finance Dept. N/A Reviewed by () N/A 2 Everest Rehabilitation Hospital Location Map L As <:`, , - i ,) , w v is o r ' r!-_r'A s 1 r um ai■ la. ___, , 1 / ,1 p , , ce C., , Aai,. v 4. TE c maw ewe amp e _ Loft �r r ! L4 KE JOHIO wrii. / C,,--- by- r' ohm ,r7i L.! we — �` �`� . . y ,,,,,,ty_ vi z 1 _ 11" \\ , `- / 4 '-iiil = <- / /i - - -<,_,_ ._ ' — -ri .-,,,;it ( - flTlbürl ///Pr 44 1\ _ INFAILLE* / / 41 ' 1 - ' as ' r I , , ExJ__ , a, « . -L1GI �aRI CirCI 1 cti _ .L T, U a ti� j Z 1 • Everest Rehabilitation Hospital Surrounding Zoning Map 0 _,• 446-.. qwer Ail_„:,...:..„ 0,„,,,kit,,,...imey4.. � ... ,, w y � � r r�� r Est. {, ' t ,, .............„ 1.11 Development Services —_ _--I--I .�••n' MI11E111110 , I Department �'i n %T— - • 0 120 240 480 r-~ M,,,,,,,,fillw I -P _ � LAKE JOHIO cn Feet - [ ---_ �� Created: December 2021 , 1 aliffili- —t `� ak ,-- - r',_ ., _____ Ill. E = V#40111111111, ill al Su bj ec t P ro pe rty "' -... M 11111.# �� NI--..,„ i Zoning Classification: Is `=' - ME GeneralAgricultural (A-1) g' 1„11 Suburban (A-2) . �� !� Single-Family Dwelling (R-1AAA) 4:'' r ; 711111III' Single-Family Dwelling (R-1AA) gg -2 -ti{,::Lq $E$ i Single-Family Dwelling (R-1A) i' '?-' r'1 _ _ 1 ?n. n • V_• ' tiV} '..V:. :tip�•::.'L }�{:L-•L_::_ Single Family Dwelling (R-1) '.• c = ' '-g e..- =;;1•=--'tiv V One-&Two-Family Dwelling (R-2) t- ' `V' =J .ti-. h-}r Ell Multiple-Family Dwelling(R-3) VV ~rY-rti �= ~L� Mobile Home Subdivision (RT-1) _.r ti • ::: E:::..;_ ;;: _,>`, Professional Offices& Services (P-S) "t" ,W,A,•.. r f fi;: !.. ' Neighborhood Shopping(C 1) • $. 05'�;•c1 :: }• • .-...• iiM Community Commercial (C-2) ' -• :rr..,::-:. ? • 11111 General Commercial(C 3) ,0.,..1...,-.. .c:a..:0--r ").a _rr. ',' Restricted Manufacturing " 1 OlgE, .3. 11M 'E rLaalwriAailm7t:da1,-N., A/ &Warehousing (I-1) r General Industrial(1-2) .. ,nVr"•V� UD-L :•::.Commercial (PUD) D _,= all Low Density (PUD) , ,�_. - :. Medium Density (PUD) a� „ �: ° INA =1 {-:::ti:=- .ti�L•�'1'Y_. -..' 1 High Density (PUD) iii::::y•-y: _ r -1N r�y{r rrr �ti r{vh _rti1 .' Public Use (PUD) , ' JSV'@ �' '} rtiY� �� ��/Unclassified ;� _� 1_ ._ ,.u, ®��IIIIME - ME MIMI IME g j if' •r ili ., ..iir, %Li °. • •, ., -.. $ 741411 . . i' j " ' N. iri 49114 -a , 3 La ke Jo io ire • ....10041 • ... .. „.L . , . •. il ai [[ �i h i i '� ) Z . J f. ,t, R1r 4 s2 - ....i, . . •,.;„, _ , .. .. ,/, ii,....... " . . . • . . , . 1 •r . , , ,..,:,_. 1 "iv , .... ., . .. . i. , . or ai t i gm 1 . , (r) '6 p ( irh [r�z 0 * r 11 f : • ASil 10„, 0 •' NEI* • p Everest Rehabilitation Hospital Surrounding Future Land Use Map 0 ..; II Ill DevelopmentServices air _ Department i' ,,,/ I LAKE JOHIO \\(- - 0 90 1B0 360 I Feet I f — k/ , Created:December 2021 i \ -y Alirl ,----, M Subject Property V P ' ,y -- Ili' lq 1 Future Land Use Classification: `iti �1 Low Density Residential(LDR) ' �-- - Medium Density Residential(MDR) .- ®High Density Residential (HDR) ___,.., Professional Offices and Services (PS) MI Corn mercial (COMM) Light Industrial(LI) CZ 41 1111. COMM Heavy Industrial(HI) , .� -Conservation/Floodplains (CONS) Recreation and O pen Space (REC) -Public Facilities/Institutional (INST) LII " 11 IT 1$� 5 um , ,.e, DEVELOPER: EVEREST REALTY THIRTEEN, LLC. 5100 BELT LINE RD, SUITE 310 DALLAS, TX. 75254 MA C SP KS msparks@timbercreekoapitat.cam � OWNER: MIJAX SILVER STAR LLC. 1580 NW BOCA RATON BLVD., SUITE 9 BOCA RATON, FL. 33432 561-361.8018 MR CHIP BRYA chip @ m ij a x p r o p e rt i e s. co m ENGINEER: DAVE SCHMITT ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD, SUITE 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 V S �. d avesch m itt@dseoMl:com� SURVEYOR: AMERICAN SURVEYING & MAPPING INC. 3191 MAGUIRE BOULEVARD SUITE 200 ORLANDO, FL 32803 407-426-7979 MR. KIRK LIPPI P.S.M. k l i p ppii @ asmm co rp o r a t e. cc o m TRAFFIC: LUKE TRANSPORTATION ENGINEERING CONSULTANTS P.O. BOX 941556 MAITLAND, FL 32794 407-423.8055 R. J. ANTHONY LUKE, P.E. tony@Itec-fLcom Lil LANDSCAPE ARCHITECT: BORRELLI & PARTNERS 720 VASSAR STREET ORLANDO, FL 32804 407-418-81338 CT!t!ects.comQ c LIGHTING: ALERS ENGINEERING GROUP, LLC, 13907 CAYWOOD POND DRIVE WINDERMERE, FL 34786 407-721-1146 NICHOLAS V. ALERS, RE alers1399@gmail.c- om 10 bqloo ,, A PARCEL OF LAND LYING IN SECTION 16. TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING A PORTION OF LOT 14, LAKE JONG SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 0. PAGE 54 OF THE PUBUC RECORDS OF ORANGE COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF THE OCOEE LANDINGS PLAT AS RECORDED IN PLAT BOOK 98 PAGE 97-98 OF THE PUBLIC RECORDS OF SAID ORANGE. COUNTY, FLORIDA. THENCE RUN THE FOLLOWING FIVE (5) COURSES ALONG THE WEST LINE 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; (3) THENCE RUN SOUTH 00-24-25'EAST A DISTANCE OF. 7.51 FEET TO A POINT ON A NON —TANGENT CURVE CONCAVE SOUTHWESTERLY; (4) THENCE RUN SOUTHEASTERLY, ALONG SAID NON —TANGENT CURVE, HAVING A RADIUS OF 65.00 FEET, A CENTRAL ANGLE OF 661V26'AND A CHORD THAT BEARS SOUTH 3Y39'20'EAST A DISTANCE OF 71.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 75.11 FEET TO'A POINT ON A NON -TANGENT LINE; (5) THENCE RUN SOUTH 00'24'24'EAST A DISTANCE OF 90.17 FEET; THENCE CONTINUE SOUTH 00'24'24'EAST TO THE NORTH RIGHT—OF—WAY LINE OF STATE ROAD 438 OTHERWISE KNOWN AS SILVER STAR ROAD A DISTANCE OF 223.04 FEET; THENCE ALONG SAID RIGHT —OR —WAY LINE NORTH 89-23.00-W-EST AS RECORDED IN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT—OF—WAY MAP SECTION 75250-2525 A DISTANCE OF 461.75 FEET; THENCE RUN NORTH 00'O9'56'EAST ALONG THE EASTERN RIGHT—OF—WAY UNE OF LAKE JONIO ROAD AS DOCUMENTED IN THE AFTER —MENTIONED RIGHT—OF—WAY MAP A DISTANCE OF 494.11 FEET; THENCE RUN NORTH 89'29'59"EAST AS NOTED IN WILLOWS ON THE LAKES PLAT BOOK 48. PAGES 35-36 A DISTANCE OF 396.86 FEET TO THE POINT OF BEGINNING. THE ABOVE—DESCRIBEO PORTION OF LAND LIES IN ORANGE COUNTY, FLORIDA AND CONTAINS 218,967 SQUARE FEET OR 5.03 ACRES MORE OR LESS. iiiiAt ; L .: . I•; E"V'EREST REALTY THIRTEEl"N', LLC REVISIONS I DATE I BY I DESCRIPTION I DATE I BY I DESCRIPTION I -TABLE OF CONTENTS 01 COVER SHEET 02 GENERAL NOTES 03 CONDITIONS OF APPROVAL 04 DEMO & EROSION CONTROL PLAN 05 EROSION CONTROL DETAILS 06 STORM WATER POLLUTION PREVENTION PLAN 07 OVERALL SITE PLAN 08 GRADING & DRAINAGE PLAN 09 UTILITY PLAN 10 F 1 I V A - A10A OFFSITE IMPROVEMENTS PLAN - 2 11 FIRE TRUCK ROUTE PLAN WATER, SEWER & REUSE SERVICE: 12 SIGNING & STRIPING PLAN CITY OF OCOEE 13 PAVING & DRAINAGE DETAILS 1800 A.D. MIMS ROAD ©94 UTI IT DETAILS - 1 OCOEE, FLORIDA34761 PHONE: (407) 905-3159 A14A UTILITY DETAILS - 2 ELECTRIC SERVICE: DUKE ENERGY 452 E CROWN POINTE ROAD WINTER GARDEN, FLORIDA 33787 407-905-3321 GAS SERVICE: LAKE APOPKA NATURAL GAS DISTRICT 1320 WINTER GARDEN - VINELAND ROAD WINTER GARDEN, FLORIDA 34778 407-656-2734 TELEPHONE: AT&T ��� 1120 S. ROGERS CIRCLE BOCA RATON, FLORIDA 33487 954-249-0558 CABLE: COMCAST CABLEVISION 8130 CR 44 LEG A LEESBURG, FLORIDA34788 352-516-3824 BRIGHTHOUSE NETWORKS 3767 ALL AMERICAN BLVD. ORLANDO, FLORIDA 32810 407-532-8509 go Know what's below. Call before you dig. FL STATUE 553.851 (1979) REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. 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 PLANS BY OTHERS: TOPOGRAPHIC SURVEY LANDSCAPE PLANS IRRIGATION PLANS LIGHTING PLANS. SITE E LOCATION ION DAVE h1.51HMITT DAVE SCHMITT FLORIDA REG. NUMBER 4b2i4 ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD Digitally sic by Dave M SUITE 241 ORLANDO, FL 32828 Schmitt ( 407-207-9088 FAX 407-207-9089 Dater Certification of Authorization #27471 _ 2021.11.05 17:55:30 -0 09-23-2021 1 BC I REV PER CITY / SJRWMD / PLOT COMMENTS DATE: JULY 2021 1 JOB NO.: ERT-1 I 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 STANDARDSAND THE STANDARDS SET FORTH IN THE GENERAL NOTES. ALL IMPROVEMENTS TO BE DEDICATED AND/OR 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. Q 2. THE CONTRACTOR SHALL COORDINATEALL 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 OFACTIVITY 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. ANY DELAY OR INCONVENIENCE BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BEALLOWED. 6. THE LOCATION OFALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMSAND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVEBEEN 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 APPRECIABL Y AFFECT THE EXECUTION OF THESE PLANS,THE CONTRACTOR WILL HALT ALL CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. Z 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 UNNECESSARYDELAYS. B. 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 CONFLICTSAND 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 MOVEMENT OF VEHICULAR TRAFFIC AND SHALL LIMIT HIS OPERATIONS FOR THE SAFETYAND 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 WAY A 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 MISCONDUCT IN HIS MANNER OR METHOD OF EXECUTING THE WORK. OR AT ANYTIME DUE TO DEFECTIVE WORK OR MATERIALS. 14. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL HE40WALLIENDWALL FOOTINGS, RETAINING WALLS, AND IN GENERAL, ANY FOOTING 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. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A COPY OF THE. GEOTECHNICAL ENGINEER'S REPORT FOR THIS PROJECT FROM DAVE SCHM17T 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 BY A FLORIDA LICENSED GEOTECHNICAL. ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND SHAT ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED. IT COMPACT THE TRENCHES WITHIN ROADWAYS TO 98% OF THE MODIFIED PROCTOR DENSITY;WITHIN OTHER AREAS TO 9591. 18, 1NOTHERAREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISEREMOVEALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBI SHAND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT 1S 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 FOOT STANDARD INDEX. 20, ROADWAYAND DRAINAGE DESIGN PER CURRENT CITY OF OCOEE AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 21. THE CONTRACTOR SHALL SUBMITA MAINTENANCE OF TRAFFIC PLAN TO CITY OF OCOEE AND OBTAIN PLAN APPROVAL PRIOR TO CONSTRUCTION. 22. 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 48 HOUR ADVANCE NOTIFICATION FOR THE FOLLOWING. CONSTRUCTION AND OBSERVATION ACTIVITIES. a. SANITARY SEWER VIDEO INSPECTION. b. CONNECTIONS TO EXISTING SYSTEMS ¢ THRUST BLOCK POURS AND RESTRAINT CONNECTIONS d. STORM DRAINAGE LAMPING" e. INLET TOP POURS (REINFORCING STEEL CHECK) f. WATER & FORCE MAIN PRESSURE TESTS 9. BACTERIOLOGICAL SAMPLING h. BASE OBSERVATION & SOUNDING T. ASPHALTPLACEMENT I. PRE -FINAL INSPECTION k FINAL INSPECTION B. THE CONTRACTOR SHALL KEEP DAILY AS-BUILT°DRAWINGS AND I4AKE THEMREADILYACCESSIBLE C. THE CONTRACTOR SHALL PREPAREAND SUBMIT TO THE ENGLNEERA PROJECT CONSTRUCTION SCHEDULE (BAR GRAPH) AND UPDATE SAID SCHEDULE DNA MONTHLY BASIS. D. THE CONTRACTOR SHALL COORDINATEALL.BACKFILL OPERATIONS WITH THE PROJECT GEOTECHNICAL ENGINEERAND 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 ANYACTION 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 POP 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 BEABOVE OTHER PIPES. B. WHERE WATER MAINS CROSS A GRAVITY SANITARY SEWER, STORM SEWER, OR RECLAIMED WATER MAIN, A VERTICAL SEPARATION (OUTSIDE TO OUTSIDE) OFAT 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 UNDER PART III OF CHAPTER 62-610, F.A.C., 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 UNDER PART ill OF CHAPTER 82-610,.FA.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 III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET, FROM A GRAVITY SANITARY SEWER NOT REGULATED BYPART Hl 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. L REFER TO OCOEE PIPE SEPARATION REQUIREMENT TABLE SHEET (UT013) ON SHEET 14 28. ALL FIRE HYDRANTS SHALL BE POSITIONED NO MORE THAN 5 FEET FROM THE CURB. 29.A BACKFLOW DEVICE (LE. 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 NFPAI, FIRE CODE, 2012 FIFTH EDITION. SEWER SIT 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 SEWER 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 WATERMAIN BREAK OR DAMAGE AT 407-905-3159. B. REPAIRIMAIEDIATELY ALL DAMAGE TO CITY OF OCOEE'S MAINS SHALL 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 MAYPERFORM 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 407-9054100 X1504 D. ADVANCE NOTIFICATION OF CONSTRUCTION E. ADVANCE NOTIFICATION OF PENDING CONNECTION COORDINATE MTHI THROUGH CITY'S INSPECTOR F. OPERATION OF CITY OF OCOEE VALVES WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY 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 SHUT DOWN CONTROLS WITH AN CITY OF OCOEE UTILITIES INSPECTOR (407-905.3100). 33. PRESSURE PIPE LENGTHS DO NOT INCLUDE BENDS, AIR RELEASE VALVES OR FIRE HYDRANTASSEMBLIES. 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 PUP COPY 6. 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 12'). 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 DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBERGENERAL NOTESPROJECT NO.: ERT-1 om ENGINEERING, INC. 48274 ME 12301 LAKE UNDERHILL ROAD DRAWN BY: BC SUITE 241. ION HOSPITAL CHECKED BY: DMS mm oRLANDO, FL32828 EVERE RE At3! 407-207-9088 FAX407-207-9089 OCOEE, FLORIDA LITATSCALE: NONE Certification of Authorization #27471 09-23-2021 BC REV PER CITY I SJRWMD I FDOT COMMENTS SHEET: 2 OF 14 DAVE SCHMITT REVISIONS DAVE M. SCHMITT DATE JULY 2021 DATE BY DESCRIPTION DATE BY DESCRIPTION_ FLORIDA REG, NUMBER CONDITIONS OF APPROVAL PROJECT NO.: ERT-1 mm ENGINEERING, INC. 48274 mm 12301 LAKE UNDER[JILL ROAD DRAWN BY: BC SUITE 241 EVEREST REHABILITATION HOSPITAL CHECKED BY: DIVIS om ORLANDO, FL 32828 407-207-9088 FAX407-207-9089 OCOEE, FLORIDA SCALE: NONE PROPERTY BOUNDARY SWGLE ROW SILT FENCE OUSTARATEMENTFENCE DOUBLE ROW SILT FENCE INLET SILT SO. Z9PR.TECT!ONEXISTIN G 8' DIP WATERMAIN TO BE MAINTAINED EXISTING 6'CHAIN LINK FENCE CONCRETE WASHOUT TOBEDEMOLISHED SEE DETAIL SHEET 5) El' STAaATEMENTFENCE EXISTING RETAINING WALL EXISTING 6*PVCRWM SINGLE ROW SILT FENCE TO BE MAINTAINED PROPERTY BOUNDARY EXISTING VPVC RWM 0 11* 10' 80 TOBEMAINTAINED 40' SCALE. 1 DUSTASATEMENTEENCE VERTICAL DATUNI: tWD 88 EXISTING PROPERTY 8"DIP WATERMAIN BOUNDARY TOBEMAINTAINED EXISTING SANITARYMANHOLE TO BE MAINTAINED SOIL TRACKING PREVENTION DEVICE (SEE DETAIL SHEET 5) EXISTING B'DIP WATERMAIN TOREMAINTAINED SINGLE ROW SILT FENCE EXISTING EXISTING 6'PVC RWA4 OVERHEAD POWER LINES TO BE RELOCATED E "A'NTA INED '�`ST.BAII'MEITFEXCE EXISTING 12'DIP WATERMAIN TO BE N rA INEI I ROW SILT PENCE 484 LF SAWCUT AND REMOVE EXISTING CURBING AND CURB PAD, REPLACE WITH STRUCTURAL ASPHALT DUST ABATEMENT FENCE TURN LANE TO MATCH EXISTING ADJACENT TRAVEL LANE. INLET SILT SOCK PROTECTION REMOVE AND REPLACE CURB INLET. EXTEND EXISTING STORM PIPE TO MATCH EXISTING SIZE, SLOPE AND MATERIAL. (SEE SHEET 6114) '. OVERHEAD POWER DNES TO BE RELOCATED PROPERTY BOUNDARY E6LE TO BE RELOCATED (SEE SHEET 10114) SINGLE ROW SILT FENCE POLE TO BE RELOCATED (SEE SHEET I0114) II x PROPERTY BOUNDARY DUSTAmTEMENT FENCE 225 LF SAWCUT AND REMOVE EXISTING CURBING AND CURB PAD. REPLACE WITH STRUCTURAL ASPHALT TURN LANE TO MATCH EXISTING ADJACENT TRAVEL LANE PROPERTY BOUNDARY SINGLEROWSILTFEAGE DUST ABATEMENT FENCE DETAIL .T. TYPICAL SILT SOCK DETAIL FABRIC LOW F EXISTING NG FLOW GROUND DIRECTION TYPICAL SINGLE ROW SILT FENCE DETAIL ­1 DusrABATEMENTFENCE 675LF OF 5' CONCRETE SIDEWALK SINGLE ROW SILT FENCE TOBEDEMOLISH— POLE TO BE RELOCATED Z�S (SEE SHEET 10114) EXISTING 12'DIPWATERMAIN TOBEMAINTAINED AP-LET-BE"ELOCATEEI SINGLE NOW SILT FENCE REMOVEAND REPLACE CURB INLET. 333 LF SAWCUT AND REMOVE EXISTING CURBING AND EXTEND EXISTING STORM PIPE TO MATCH CURB PAD. REPLACE WITH STRUCTURAL ASPHALT TURN EXISTING SIZE, SLOPE AND MATERIAL. LANE TO MATCH EXISTING ADJACENT TRAVEL LANE. (SEE SHEET 8114) SlkftARd EOVALTOTNAT SUPPLIED BY FIfEWPE CO. ETA"/PARR TYPICAL DOUBLE SILT FENCE DETAIL .11 REMOVE AND REPLACE CURB INLET, EXTEND EXISTING STORM PIPE TO MATCH EXISTING SIZE, SLOPE AND MATERIAL. (SEE SHEET 8114) EROSION ANDSEDIAIENT CONTROL NOTES PSCPNTNA­S'S AE5PONSf& FQ REAfDVWGS TFROM4Mr NOrREUSA&.E0.H-VM� A 2, CP'1TRCt DEVICES AFTER C 0.4<PLETfPY OF Cot15T RUCTTPV At,RJ PVt Y SSTYEFI AREAS NAVE BEEN TO TPE,kS0lEIlUST35PN0YI V POT r&L Aorp­T SILT TO ISAYE ­PllCl CalF­ APETO -SEEN CONDITIONS ORAMDEnTS. 4 lSVRKNG PPOFERLYAT TIME 0PACCSPP­E 5 SILT FENCE- FILTER BARRIERS SHALL SE MSPEOMO W1.1SPO­AFTE2 EACH ­NFAL. AND AT & SH To— ._CwpR.11PK LONGER REQUIRED SHALL eE DRESSED TOCINIFOR'A iNTH THEEXISiIA'G GRdAE. PREPARED ANO SEMEN, 4 THE CO ­ES.SPN ISS­1 SAEOIICAPONSA-­ 0-�aQPI.fEW�•AGUI�TOS��M�VIAT6RA�PMG��rFRMI�STATE OF REAS SEEDET-SIlEPT FAR TYPICAL CQNSTRUG ]1qY. PNTIA p6.4{AIPNT..S "VECO"SNISSS—ISPSN. 14. AOANEN walo. SNS-&IP6NS0.1.IDS 10 m.­c­lG om— ,A OE WATMtiGPUNPSSHALttiOTE CEMMECAPAMNWWTAH PE -SA MIS­P THROUGH CO'.fPACTIgY SILT SCREElVSAttOGRASiING,At ­S SI PS STEEPER TO RECEIVE SPWU) SOLID SOD.I NEIIA ­, ENO SI ON, AA'D SSPIENI ­0110 PS -IN SP — - - — - — EP MIO CmSm­_­—My VmE`_S_lESN`WINS" IS _S — INDICATESTPEM1.14- EAMS114 MS, PS.— FORMIS PRO—T. ME IS NSSFO'­ FON MEETING ALL APPLICABLE RMEIT REGUIAMNS AW WATER -Ty GV­HAC­ MAY A'EEO TO WSTAU A— CONTROLS. 19 — _S_ SHALL BZ=_Q._ TO RESPOND TO —WATER NANA.—rNISPAMPI)ONES, R RVETOCGIPXEOES-9YVR,IDFCR—SIP"AV�EVIIt'--C-TROL.MECOSI-'MlS ­M.ICE — AS PART '0 ME ­1 LEGEND SINGLE ROW SILT FENCE DOUBLE ROW SILT FENCE DUSTABATEMENTFENCE EXISTING SPOT ELEVATION EXISTING TREE SIZE & TYPE SOILSLINE SOILS TYPE' TAVARES FINE SAND QD TAVARES-MILLHOPPER FINE SAND QD mm s mm om DAVE SCHMITT ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD SUITE 241 ORLANDO, FL 32828 4 )7-207-9088 FAX407-207-9089 Certification of Authorization #27471 REVISIONS DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 DEMO & EROSION CONTROL PLAN EVEREST REHABILITATION HOSPITAL OCOEE, FLORIDA PROJ;ECT NO.: ERT-1 DATE BY DESCRIPTION DATE BY DESCRIPTION DRAWN BY: BC CHECKED BY: DIVIS SCALE: I'= 40' SHEET: 4 OF 14 09-23-2021 BC REV PER CIDLL_�j��� Concrete Washout Area (CWA) > as YK CONCRETE WASHOUT AREA PLAN CVA—1 �CONCRETE WASHOUT AREA .11 1 41 T11,1,,"I'll I 1%-.T —1 151% sm C'NA-3 Va T f.P, Czitcria '1-1 vd— 3 CONCRETE WASHOUT AREA (qWWAA) DETAILS F—A li it li Ili T w- PI te4.03b Soil TrackIN Pmvwl.. Devi. CONSTRUCTION ENTRANCE DETAILS mm ENGINEERING, INC. mm 12301 LAKE UNDERHELL ROAD SUITE 241 mm ORLANDO, FL 32828 407-207-9088 FAX407-207-9089 EROSION AND SEDIMENT CONTROL NOTES Foll— —.—CA—P—Mo STORM WATER POLLUTION PREVENTION PLAN NOP- -------- =1 _0 Carats1 COMW NENT5GFTYPE— & TYPE V MAY • na+BE SIWOR IDENTCAL 70 PROPRIETARYP.- DESIGNS MY INFROMEMBT ON THE PROPRIETARY MCHTS OF THE DESEMER N,e w � BE THE SCLUE REVON515EITY or THEM. HE USER EBB$,PTBToNs FOR Es 10 BY I AND it SH� OF AS NTMor PARTIAL INLET CWPLETED INLET DITCH BoTram INLETtam TINE I THE MENEM PROTECTION AROUND INLETS OR SIMILAR STRUCTURES SYNTHETIC BALES BACKED BY FENCE d FLOATING TVRBIOITY BARRIERS a 11A, ELVATION ELEVATION NO' raw 17— BARRIERS FOR FlLL SLOPES SYNTHETIC HAY BALE PLACEMENT N—, STAKED SYNTHETIC HAY SALE ID-911) N.T. pr -all , Lo Ei1VATIDN TYPE III SECTION SILT FENCE T. P0 A Mr. 1— 'TV-1 1, p T —1 —1 rmm Jgib£ wl `1•� rr ELEYNBON E �NSILT FENCE SECTION ITS, 1. T-Mty bwrl sra ar I. bed. 4, 0 p—t b S— of rtater regw&ezz of ..t, depth. twm- and spacing .1 . --t 'v'.Ittm S. D pl'}——wq t I bt'r d PE, tn'v� "y to r —d't' tl� � �Ptl- 9.t� —,­k. b.,7&q 5. Par oddiiaiol mformotian see Sd,., 104 f the MOT Sf-dwd TURBIDITY BARRIERS N.T.S. PLAN PLAN EilYATI37 ELEVATION TYPE H TYPE I BARRIER FOR UNPAVED DITCHES SYNTHETIC HAY BALE BARRIERS TYPE I & 11 N.T.S. yy Kai eaL Hater N,, atobnshea M the bid proposal fa Ervw '' h.—tPosts t.bgmd 'oaNw duetted by �d*—. BIN. STABILIZED CONSTRUCTION ENTRANCI SILT FENCE TYPE III & IV DROP INLET SEDIMENT TRAP DIVERSION DIKE N.T.S' REVISIONS DAVE M. SCHMITT I JULY 20 - 2 IPTION DATE I BY I DESCRIPTION FLORIDA REG. NUMBER EROSION CONTROL DETAILS 'PR2--tlT N7 i 48274 DRAWN BY: BC EVEREST RE -HABILITATION HOSPITAL Eci4,—EEK—ED BY� D OCOEE, FLORIDA SCALE: 1. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL. LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. 2. DURING CONSTRUCTION, NO DIRECTDISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BEALLOWED, 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 BETAKEN TO INSURE PROTECTION OF GROUNDWATER AND SOIL RESOURCES. STORMWATERIEROSION 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 THEMAINTENANCE OFALL, LANDSCAPE BUFFERS,.RETENTIONAND 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:6P.) SHALL BE MINIMUM CLASS III AND 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 INTERIORAND SHALL MEET OR EXCEED STANDARDS OFASTM D 3350 CELL CLASSIFICATION 345464G 7. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITHH-20 LOADING. 8. THE CONTRACTOR SHALL PERFORM EROSION CONTROL MEASURES/NACCORDANCE 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 ANYADJACENT WATERBODY OR STOR44 WATER COLLECTION FACILITY. b. INLET PROTECTION: INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT -LADEN STOR44 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 RECEIVEFINAL 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 CA TEGORY ESTABLISHED IN NOTE C ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES 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. L TEMPORARY REGRASSING:IF, AFTER FOUR TEEN 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. THECONTRACTOR SHALL PLACE HAY BALES AROUND ALL EXISTINGAND NEWLY CONSTRUCTED INLETS TO CONTROL EROSION DURING CONSTRUCTION. h. MAINTENANCEALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE. MAIN TANED 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 STORM WATER 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, AS A MINIMUM, BE FERTILIZED AND SEEDED. THE FERTILIZER SHALL BE OF 12-8-8 PROPORTIONS AND SHALL BE UNIFORMLY SPREAD AT RATE OF 400-500 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 6.0-7.0: 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 I. 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 RETENTIONIDETENTION 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 MAWTAINED TO ASSURE A GOOD STAND AND SUFFICIENT GROUND COVER 70 MINIMIZE EROSION. IF, AFTER 60 DAYS AN ADEQUATE GROUND COVER HAS NOT BEEN ESTABLISHED, THE AREA WILL BE REGRASSED. 1. ADDITIONAL FERTILIZATION: GRASSED AREAS NOT ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL BE FERTILIZED AT AN APPLICATION. RATE OF 250 POUNDS PER ACRE. DATE BY DESCRIPTION DATE BY DESCRIPTION DEVELOPMENT STANDARDS PARCEL _IDENTIFICATION NUMBER TOTAL SITE AREA: 5.03AC 16-22-28-4532-00-140 25'CORNER CLIP DEDICATION To —WCONC C SIDEWALK ITYOFOCOEE' BOI AC. MINIMUM ZONING STANDARDS (SEE SHEET 12114) COMMERCIAL 2 O'FROM THE FACE OF THE CURB EXISTING ZONING: PUD FUTURE LAND USE. COMMERCIAL MAX BLDG COVERAGE30% MAX F.A.R. = 3 BLDG COVERAGE PROVIDED: 20.27% MAX IMPERVIOUS: 80% 5' OPAQUE WALL PERMITTED USES: IMPERVIOUS AREA PROVIDED: 60% SEE TABLE 5-1(PERMITTFO USE REGULATIONS) UNDER THE CITY MAX BLDG HEIGHT.- 35'(2 STORY) WHEEL SIOITO BE INITIALLED 11 ALL 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 SALES, B. HOTEL, C. MO- ALL SPECIAL EXCEPTION USES 0 20' 40' Be, IWBUILDING SETBACK M Y&L REQUIRE A SPECIAL EXCEPTION .SITE PLAN APPROVAL UTILITY PROVIDERS BEFORE PERMITIING. SCALE I- - 40' o WATER: CITY OF OCOEE i0'UiitiTYC-3 AUTOMOTIVE REPAIR AND CARWASH (WILL TIE INTO EXISTING WATER MAIN ON RESIDENTIAL SITEAS SHOWN) 10'UTILITY --JIIUIILII.SEIEITA A WHEEL STOP DETAIL DEVELOPABLE AREA: 5,02 AC. (WILL GRAVITY TO EXISTING MANHOLE IN NORTHEAST OF THE SITE AS SHOWN) EASEMENT COMMERCIAL - REHABILITATION HOSPITAL WASTEWATER: CITYOFOCOEE 9-StOEWALK L ------------- J OPEN SPACE SETBACKS: EXISTINGF"CURB FRONT: 2 REUSE WATER: CITY OF OCOEE PROPOSEDT'GURB NorFrREAR, 250 (WILL TIE INTO EXISTING REUSE WATER MAIN ON RESIDENTIAL SITEAS SHOWN) SIDE: 10, 25IX25WISIBILITY TRIANGLE 5'SIDEWALK PSIDEWALK& TSIDEWALK & NOTES: BUILDING 1. ALL COMMON AREAS WILL BE PRIVATE 5'SIDEWALK REHABILITATION HOSPITAL = 39,817 SF. 2. ALL DRIVEWAYS WILL BE PRIVATE. 0' �XISTING OVERHEAD, FUTURE EXPANSION = 4,792 SF.. 3. FINAL DEVELOPMENT ORDERS ORPERA41TS MAYBE ISSUED ONLY UPON FINDING BY 26.9' 9;1 COMPACTOR FDRI _)POWERLINES VEWAYA DOUBLE THE CITY THAT THE INFRASTRUCTURE ADDRESSED UNDER THE CONCURRENCY DUMPSTER MANAGEMENTSYSTEM SHALL BEAVAILABLE CONCURRENT WITH THE IMPACTS OF THE STOP DEVELOPMENT. RSD' PARKING SPACE 'q 'q 6- I� PARKING SPACE REQUIRED 4. ALL COMMERCIAL SIGNAGE FOR THE PROJECT SHALL COMPLY WITH THEADOPTED CITY OF OCOEE SIGNAGE REGULATIONS (LOG, ARTICLE V1, SECTIONS-14, C, (5)). + TSIDEWALKA (2 PARKING SPACES X 36 PATIENT BEDS) 72 P.S. 5. FREE STANDING GROUND SIGNS ARE TO BE LOCATED NO CLOSER THAN 10 FEET OPEN SPACE Irate, PARKING SPACE PROVIDED AWAYFROM PUBLIC RIGHT-OF-WAYAND NOT WITHIN SAFE-SIGHrT RIANGLEGAS STRE`WSfrA BE mMvon`spcmo 6 SILVER STAR ROAD (S. R. NO. 438) IS AN ED, 0. T. ROADWAY, SITE TRIANGLES WILL BE A.D.A PARKING SPACES = 12 DESIGNED PER THE CURRENT F.D.O.T. DESIGN STANDARDS. 21 . �".` 26' TYPICAL PARKING STRIPING REGULAR PARKING SPACES = 88 12 2' FUTURE EXPANSION TOTAL PARKING SPACES = 100 6, MAXIMUM COVERAGE OF ALL BUILDINGS SHALL NOT EXCEED 30% OF THE GROSS (Dp- 1 4,792 BE LAND AREA. 5, SIDEWALK 6 OPEN SPACE 25' 14'> IO'BUILDING SETBACK 5'SIDEWALX F4 EF�ST INGr. L U'VTD XGR SIGN 61 SID LK BUILDING 39.817 SF 3y (0.91AC.) L - - - - - - - - - TYPE -D- CURBITYR) a i EXISTING 28' A t POND 1 till TYPE -F- CQRB(TYP) 14' 14' it 7'Sol DPEEWNALKSPACE 25'BUILDING SETBACK Jill OPEN SPACE TYPE -D- CURB(TYP.) CESS/� 20' DRIVEWAY13-t'— LOT4CROSSAC IFUTILITY 25'BUILDING SETBACK DRAINAGE ' TYPE -D- CURBH­YP) EASEMENT 9, 25X.S 25'VISIBILITY TRIANGLE EMEN OPEN SPACE 240' � -TYPE"CURB(Typ.) - W SIDEWALK FIIDIWALK TI 240" 5'SIDEWALK . . . . . . . . . . . . .. ........ . ....... . .... - - -- -------- 77—= POSTED SPEED L-T-45MPH 50' TYPEF" CURBITYPJ FREE-STANDING CONCRETE SIDEWALK GROUND SIGN TYPE 6( 12'RIGHT TURN LANE W150' TO BE DEMOLISHED- TAPER, TOTAL 240'LONG (SEE SHEET 4114) EXISTING TYPE T'CURB(TYP.) ITRIGHT TURN LANE V1150 TAPER, TOTAL 240'LONG 2 DAVE SCHMITT REVISIONS DAVE M. SCHMITT OVERALL SITE PLAN DATE: JULY 2021 FLORIDADATE BY DESCRIPTION DATE BY DESCRIPTION REG, NUMBER PROJECT NO.: ERT-1 ENGINEERING, INC. 48274 DRAWN BY: BC 12301 LAKE UNDERHILL ROAD SUITE 241 EVEREST REHABILITATION HOSPITAL CHECKED BY: DMS ORLANDO, Ft. 32828 SCALE: 1" = 40' 407-207-908B FAX407-207-9089 - OCOEE, FLORIDA SHEET: 7 OF 14 Certification of Authorization #27471 09:23-2021 BC REV PER CITY I RJRA`MD I FOOT COMMENTS A — EwsriNG FFE=732.Stl - STOP v „f vvxc, .,zee 49'-12f" ADS HPPP 0.357.. 63'-18" RCP 0.249, EXISTIN F _ . 0 D , s 0-8 r. tt , I r is r . 258-24" RCP 0.23% �a u . 180'-15" RCP 0.287 FFE=i34.00 . -. t i' 18" ERCP 045 .:I ' • - -..._. S P a 41. a> s , ,: = 9 ' ( /'a•'� ,': EXISTING POND 69 18"� RCP 0,267 im ,c. 'W,{y,� 6. . 215'-24' AGP 0.219 54'-36" RCP 0.84% it � . � r � � �--{ 333•-36" RCP 9.44% -. - _� 117'-18" RCP 0.217 a v I� _ 70' 18 ERCP 0.30% • r'f`u' >...:. r. ;, 6 78 :r>, r , • " ERCP 0.359, _..D-43 0-42..,- FINISH LEGEND S%V 7004 Snowbound Locator Number. 266-C2 TIMOTHY KURMASKIE— AIA, NCARB 1030 1uhirgron.St ff�T,;FN ' V�6 _Phm,: 919-846� 00 F.: 919-846-9404 _ARCHITECTSKT.CO11 .-T-U.- "A"d PANEL SIDE (NORTH) WINDOWS Ielevation it�E m U) UJ a pC.) (n 0 Z5 < 0 C-) r) ON J 0 �Z- > m, LU 0 0 z MIDPARAPETZ 4-1-1 fF�—� 0 W 9 :2 >- Uj W LOW PARAPET 40'4 114' >- 0 0 0 b LOW SAVE 38'-0— J 0 LL 0 (.) -j W 0. 2° Scale �HORIZONTALPBR METALPANEL Project Reference Numbers Architect's Project No. 200035 2NDFL RRF.E.o Drawn By: NK REVISIONS DATES PHASE ISSUED PRELIMINARY 11 09101/2021 FINISHED NPHED FLOOR VERTICAL PSR METAL PANEL BUILDING SIDE (SOM) ELEVATIONS elevation SHEET NUMBER SCALE : 1. A5.2 FRONT ELEVATION LEFT ELEVATION SCALE: N.T.S. 3 RIGHT ELEVATION SCALE: N.T.S. 4 REAR ELEVATION SCALE: N.TS. 5117 e— Na ct Ar Q BNQ A o 2021 b, DBA Amhitccts. All rights ese—d. The am. ngements depicted herein are the -a— sole property of DBA architects and cna, not b, reproduced inane form without it, written. p—smn. ).4 U 0 � 0 va 0 Z 0 —0 EXTERIOR FINISHES P� 51 SCALE: NIA 0 )4 � EPIBER MATERIAL I STUCCO 2 HARDIE SIDING 4 PAINTED STEEL STRUCTURE 5 MASONRY VENEER 6 PAINTED STEEL LINTEL 7 PREFINISHED METAL FASCIA 8 STANDING SEAM METAL ROOF EXTERIOR FINISH KEY SCALE: N)A Dr.— ByJG Ch-1,,,,,1 by: BN1 Sheer A500a 1 COURTYARD ELEVATION SCALE: N.T.S. COURTYARD ELEVATION �—IE N T.S E1111t Phyx111 slhlb—tf.. H11PItIl "I . . .. . . . . Atwsal V ^ Semtia:aaaw Ursea pR M G�PgY "ya � O Li a.— 70 2021 by DBA Architects. All rights reserved. ... ..... The arrangements depicted herein are the sole property of DBA architects and ma, not b, reproduced in any form ----a without its written PHHHH C/1) 0 0 EXTERIOR FINISHES > l4 3 SCAM N/A 0 P, Cri 0 _NUMBERI MATERIAL I STUCCO 2 HARDIE SIDING 4 PAINTED STEEL STRUMPE MASONRY VENEER —5 PAINTED STEEL LINTEL —6 7 PREFINISHED METAL FASCIA 8 , STANDING SEAM METAL ROOF 4 EXTERIOR FINISH KEY SCALE: N/A 13— )3):JG Che&-.d 6), BAI Sheet A500b COPY OF ADVERTISEMENT Date Published and Media Name 2� The West Orange Times Thursday. December 23, 2021 Advertisement or Article FIRST INSERTION _ CITY OF OCOEE NOTICE OF PUBLIC HEARING EVEREST REHABILITATION HOSPITAL AKA OCOEE LANDINGS COMMERCIAL PUD PRELIMINARY LARGE-SCALE SITE PLAN CASE NUMBER LS-2021-007 NOTICE IS HEREBY GIVEN,pursuant to Article IV,Section 4-3A.(3)(b),of the City of Ocoee Land Development Code that on TUESDAY,JANUARY 4,2022, AT 6:15 P.M.or as soon thereafter as practical,the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers located at 150 North Lakeshore Drive,Ocoee,Florida,to consider the Preliminary large- Scale Site Plan for Everest Rehabilitation Hospital(aka Ocoee Landings Commer- cial PUD).The property identified is parcel number 16-22-28-4532-00-140,located at 1842 E.Silver Star Road.The subject property is approximately 6.79 acres in size and is located on the east side of the Publix Super Market at Silver Crossing,north side of E.Silver Star Road,approximately 770 feet east of the intersection of N. Clarke Rd.and E.Silver Star Rd.The proposed use is for a 39,817 SF rehabilitation Hospital with a 4,792 SF future Expansion. Interested parties may appear at the public hearing and be heard with respect to the proposed action.The complete case file,including a complete legal descrip- tion by metes and bounds,may be inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive,Ocoee,Florida,between the hours of 8:00 a.m.and 5:00 p.m.,Monday through Friday,except legal holidays.The Ocoee City Commission may continue the public hearing to other dates and times,as it deems necessary.Any interested party shall be advised of the dates,times,and places of any continuation of these or continued public hearings shall be announced during the hearing,and no further notices regarding these matters will be published.You are advised that any person who desires to appeal any decision made at the public hear- ings will need a record of the proceedings and,for this purpose,may need to ensure that a verbatim record of the proceedings is made,which includes the testimony and evidence upon which the appeal is based. In accordance with the Americans with Disabilities Act,persons needing a special accommodation or an interpreter to par- ticipate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at(407)905-3105. December 23,2021 21-04798W