HomeMy WebLinkAboutItem 18 Preliminary/Final Large-Scale Subdivision Plan for Ocoee Village Center “Townhomes.”14SW %/�
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AGENDA ITEM COVER SHEET
Meeting Date: October 6, 2020
Item # 1$
V4 Reviewed By:
Contact Name: Michael Rumer Department Director:
Contact Number: Ext. 1018 City Manager:
Subject: Townhomes at Ocoee Village Center PUD (Planned Unit Development)
Preliminary/Final Subdivision Plan
Project No(s): LS -2019-005
Commission District #1 — Larry Brinson, Sr.
BACKGROUND SUMMARY:
The Townhomes at Ocoee Village Center PUD is located south of Clarcona Ocoee Road and east of N.
Lakewood Ave. The Townhomes are one (1) of the three (3) parcels that comprise the Ocoee Village Center
PUD. The site is located within the SR 429 "Interchange Village Character Area."
The project received approval for rezoning to PUD and PUD Land Use plan on June 18, 2019. The original plan
included the development rights for a mixed-use community that will consist of 150,000 S.F. of Commercial,
196 Unit Townhomes, and 316 Apartments units. The applicant is also in the process of a Substantial
Amendment to the Ocoee Village Center PUD in order to increase the townhome development from 196 Unit
Townhomes to 232 units and the portion of the apartment from 316 units to 320 units. The table below
references the future land uses, jurisdiction, existing land uses, and
parcels for the entire (Ocoee Village Center PUD):
zoning classifications of the surrounding
DIRECTION:
JPA FUTURE LAND USE / JURISDICTION
EXISTING LAND USE / ZONING
North
Institutional / City of Ocoee
Forest Lake Golf Course
East
Low Density Residential / Orange County
Single -Family Residential
South
Low Density Residential / Orange County
Agriculture / Vacant
West
Low Density Residential /Oran e Coun
Agriculture / Vacant "PUD"
The Townhomes at Ocoee Village Center is a proposed two-phase 232 Lot Townhome Development (Park
Square Homes) on 34.49 acres. The development will consist of two building sizes. One is a six (6) unit building
with 31 -foot -wide end units and 20 -foot -wide interior units. The second is a four (4) unit building with 31 -foot -
wide end units and 20 -foot -wide interior units. A private amenity center with a pool, cabana, and playgroundmill
be provided.
The project will access two (2) entrances on a realigned N. Lakewood Avenue and provide an extension of 511
Avenue though the subdivision to N. Lakewood Avenue. All roadways will be open to the public. Utilities will be
extended to the site from the south. An offsite park is proposed and will be highlighted in the staff's presentation.
ISSUE:
Should the Honorable Mayor and Commissioners approve the Preliminary/Final Subdivision Plan for the
Townhomes at Ocoee Village Center PUD?
DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION:
On May 7, 2020, the DRC met to determine if the proposed Preliminary/Final Subdivision Plan for the
Townhomes at Ocoee Village Center PUD was consistent with the City's regulations and intent character area.
The Development Review Committee voted unanimously to support the project and the proposed onsite and
offsite public improvements, including installing new water and sewer lines, a public lift station, reclaimed water,
public roads, and public stormwater, and a public park.
PLANNING AND ZONING RECOMMENDATION:
The Planning and Zoning Commission reviewed the proposed Preliminary/Final Subdivision Plan for
Townhomes at Ocoee Village Center PUD on May 19, 2020. City Staff presented a brief summary and overview
of the requested Preliminary/Final Subdivision Plan. When the public hearing was opened, the Planning &
Zoning Commission voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan for
the Townhomes at Ocoee Village Center PUD, subject to resolving all remaining staff comments before the City
Commission meeting.
RECOMMENDATIONS:
Based on the recommendation of the DRC and Planning & Zoning Commission, Staff recommends that the City
Commission approval of the Preliminary/Final Subdivision Plan for the Townhomes at Ocoee Village Center
PUD, subject to resolving the attached staff comments.
ATTACHMENTS:
Location Map;
Surrounding Zoning Map;
Aerial Map;
Preliminary/Final Subdivision Plan for Townhomes at Ocoee Village Center PUD
Home Elevations,
Financial Impact:
None
Type of Item: (please mark with an `k')
X Public Hearing
Ordinance First Reading
Ordinance Second Reading
Resolution
X Commission Approval
Discussion & Direction
Original Document/Contract Attached for Execution by City Clerk
Original Document/Contract Held by Department for Execution
Reviewed by City Attorney
Reviewed by Finance Dept.
Reviewed by Q
2
For Clerk's Dept Use:
Consent Agenda
Public Hearing
Regular Agenda
N/A
N/A
N/A
Townhomes at Ocoee Village Center PUD
Preliminary/Final Subdivision Plan
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PRELIMINARY/FINAL SUBDIVISION PLANS
for
OCOEE VILLAGE CENTER
LOCATION MAP
AERIAL MAP
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LEGAL DESCRIPTION:
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A PORTION OF SECTIONS 5 AND B, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, TOGETHER WITH A PORTION OF THE RIGHT-OF-WAY FOR NORTH
C-2.0
LAKEWOOD AVENUE LYING IN THE SOUTHWEST 1/4 OF SAID SECTION 5, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
C-3.0
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 5; THENCE NORTH 89°44'04" EAST ALONG THE SOUTH LINE OF SAID SOUTHWEST 1/4, A
C-3.1 -C-3.2
DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING, SAID POINT LYING ON THE EAST BOUNDARY OF PARCEL 62-161 RIGHT-OF-WAY W AS DESCRIBED IN STIPULATED ORDER
PROJECT MUI
OF TAKING RECORDED IN OFFICIAL RECORDS BOOK 5461, PAGE 2341, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE NORTH 00°53'06" WEST ALONG SAID
C-4.0 - C-4.1
EAST BOUNDARY, A DISTANCE OF 38.50 FEET; THENCE DEPARTING FROM SAID EAST BOUNDARY RUN SOUTH 89°44'04" WEST, A DISTANCE OF 15.27 FEET; THENCE NORTH
APPLICANTIOEVELOPER:
45°34'31" WEST, A DISTANCE OF 35.16 FEET TO A POINT ON THE WEST BOUNDARY OF SAID PARCEL 62-161 RIGHT-OF-WAY'S'; THENCE NORTH 00°53'06" WEST ALONG SAID
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WEST BOUNDARY, A DISTANCE OF 272.97 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST; THENCE DEPARTING FROM SAID WEST BOUNDARY RUN
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NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 750.00 FEET, A CENTRAL ANGLE OF 53°16'23" FOR AN ARC DISTANCE OF 697.34 FEET; THENCE SOUTH 39°59'05" EAST
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ALONG A NON -TANGENT LINE, A DISTANCE OF 26.61 FEET TO A POINT OF CURVATURE OFA CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY ALONG SAID CURVE
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HAVING A RADIUS OF 110.00 FEET, A CENTRAL ANGLE OF 21°12'06" FOR AN ARC DISTANCE OF 40.70 FEET TO A POINT OF TANGENCY; THENCE SOUTH 61'11'12" EAST, A
C-7.0 - C-7.6
DISTANCE OF 253.66 FEET TO A POINT OF CURVATURE OFA CURVE CONCAVE TO THE NORTH; THENCE EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 15.00 FEET, A
CIVIL ENGINEER:
CENTRAL ANGLE OF 90°00'00" FOR AN ARC DISTANCE OF 23.56 FEET TO A POINT OF TANGENCY; THENCE NORTH 28°48'48" EAST, A DISTANCE OF 219.94 FEET TO A POINT OF
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CURVATURE OFACURVE CONCAVE TO THE WEST; THENCE NORTHERLY ALONG SAID CURVE HAVINGARADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 92'12'35" FOR AN ARC
246 N. WT MOOT DRIVE
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DISTANCE OF 80.47 FEET; THENCE NORTH 16°32123" EAST ALONG A NON -TANGENT LINE, A DISTANCE OF 48.62 FEET; THENCE NORTH 54°41'38" EAST, A DISTANCE OF 53.18 FEET
OWE SPLINES,
MESPRINGS, FL
TO A POINT ON THE ARC OF ANON -TANGENT CURVE CONCAVE TO THE NORTH, THE RADIUS POINT OF WH ICH BEARS NORTH 14°37'51" EAST; THENCE EASTERLY ALONG SAID
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CURVE HAVING A RADIUS OF 1,735.41 FEET, A CENTRAL ANGLE OF 13°45'13" FOR AN ARC DISTANCE OF 416.58 FEET TO TO A POINT OF TANGENCY; THENCE SOUTH 89°13'22"
EAST, A DISTANCE OF 158.58 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 5; THENCE SOUTH 00°17'43" WEST ALONG
SURVEYOR:
WOHLEARTH C.N.HLTINC GROUP, ac
SAID EAST LINE, A DISTANCE OF 1054.85 FEET TO THE SOUTHEAST CORNER OF THE SOUTHWEST I/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 5, ALSO BEING THE NORTHEAST
CONTACT WILSON E. WAY, PSN
CORNER OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 8; THENCE SOUTH 00°34'54" EAST ALONG THE EAST LINE OF NORTHWEST 1/4 OF THE NORTHWEST
SPINEALMORT6R.F
1/4 OF SAID SECTION 8, A DISTANCE OF 231.78 FEETTO A POINT ON THE SOUTH LINE OF THE NORTH 231 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID
SECTION 8; THENCE SOUTH 89°44'04" WEST ALONG SAID SOUTH LINE, A DISTANCE OF 1286.39 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF NORTH LAKEWOOD
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AVENUE; THENCE NORTH 00°11'35" WEST ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 166.77 FEET; THENCE DEPARTING FROM SAID EAST RIGHT -Of -WAY LINE, RUN
NORTH 44°46'14" EAST, A DISTANCE OF 56.60 FEET; THENCE NORTH 00°11'35" WEST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING.
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COVER SHEET
C-1.0
GENERAL NOTES
C-2.0
EXISTING CONDITIONS & SOILS MAP
C-3.0
SITE PLAN
C-3.1 -C-3.2
PAVEMENT MARKING PLAN
C-3.3
FIRE TRUCK ROUTE PLAN
C-4.0 - C-4.1
UTILITY PLAN
C -5.0-C-5.1
DRAINAGE PLAN
C -5.2-C-5.3
LOT GRADING PLAN
C -5.4-C-5.7
DRAINAGE DETAILS
C-6.0
STORMWATER POLLUTION PREVENTION PLAN
C-6.1
EROSION CONTROL DETAILS
C-7.0 - C-7.6
PLAN AND PROFILE
C-8.0
CONSTRUCTION DETAILS
C-8.1 - C-8.4
CITY OF OCOEE STANDARD DETAILS
BOUNDARY AND TOPOGRAPHIC SURVEY
T.�X I.D. PARCEL NUMBERS:
05-22-28-000-00-004
05-22-28-0000-00-040
05-22-28-0000-00-046
UTILRIES
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WASTEWATER CITY OF COOEE
POWER OUNEENERGY
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GENERAL NOTES
1. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE PERFORMED PER AHE CITY OF OCOEE ENGINEERING STANDARDS
MANUAL. LAND DEVELOPMENT CODE, AND CITY DETAILS. NOTE THAT AHE MOST STRINGENT STANDARDS BETWEEN
CITY STANDARDS AND STANDARDS SET FORTH IN AHE GENERAL NOTES (AS GETER14INED BY AHE ENGINEER OF
RECORD OR WE CITY) SHOULD BE FOLLOWED.
2. WE GEOTECHNICAL REPORT SHALL BE REVIEWED BY WE CONTRACTOR, AND THE CONTRACTOR SHALL FAMILIARIZE
HIMSELF AN WE SITE. INCLUDING ALL SURFACE AND SUBSURFACE CONDITIONS, THE WORK REQUIRED, AND ALL
OVER CONDITIONS THAT MAY AFFECT WE SUCCESSFUL COMPLETION OF ME JOB PRIOR TO COMMENCEMENT OF
WORK.
3. ME CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, PULES, REGULATORS AND
PERMIT CONDITIONS BEARING ON ME CONDUCT OF ME WORK, AS DRAWN AND SPECIFIED. IF ME CONTRACTOR
OBSERVES THAT ME DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY
THE ENGINEER, IN WRITING. AND ANY NECESSARY CHANCES SHALL BE ADJUSTED, AS PROVIDED IN ME AGREEMENT
FOR CHANGES IN ME WDRK.
4. ME CONTRACTOR SHALL BE RESPONSIBLE TO ME OWNER AND ME ENGINEER FOR ME ACTS AND OMISSIONS OF
CONTRACTOR'S EMPLOYEES AND ALL HIS SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OVER
PERSONS PERFORMING ANY OF ME \'TORN UNDER A CONTRACT VAN ME CONTRACTOR.
5. ME CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WIN GOVERNMENTAL
DEPARTMENTS, PUBUC UTILITIES, PUBUC CARRIERS. SERVICE COMPANIES. AND CORPORATIONS OWNING OR
CONTROLLING ROADWAYS, RAILWAYS, WATER, SAME, GAS, ELECTRICAL, TELEPHONE AND TELEGRAPH FACILITES
SUCH AS PAVEMENTS. RACKS, PIPING, AIRES, CABLES. CONDUITS. POLES, GUYS. OR OVER SIMILAR FACILITES,
INCLUDING INCIDENTAL SRUCWRES CONNECTED THEREWITH THAT PRE ENCOUNTERED IN ME WORK IN ORDER THAT
SUCH ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED.
6. UNLESS O TERWSE SPECIFIED IN WE GENERAL CONDITIONS. ALL CONSTRUCTION IS TO BE GOVERNED BY ME
A
PLANS, APPLICABLE PERMITS. AND SPEC HEREIN, ANO ALL APPUC BLE FEDERAL STATE AND LOCAL
BUILDING AND SAFETY CODES, LAM AND DROWNS ORDINANCES.
7. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBUC OR UTILITY RIGHT-OF-WAY, CONTRACTOR SHALL OBTAIN
AUTHORIZATION AND PERMIT FROM JURISDICTION RESPONSIBLE FOR SUCH RIGHT-OF-WAY. IN ADDITION,
CONTRACTOR SHALL OBTAIN GAS LD. NUMBER FROM LOCAL GAS COMPANY AND NOTIFY SUNSHINE STATE
ONE -CALL UTHW NOTIFICATION CENTER AT 1-800-432-4770 AT LEAST 40 HOURS PRIOR TO START OF WORK.
B. PRIOR i0 PERFORMING ANY WORK WRIN ANY PUBUC RIGHT-OF-WAY, CONTRACTOR SHALL DEVELOP AND
IMPLEMENT A TRAFFIC CONTROL PLAN CONSISTENT AIM ME 'MANUAL ON UNIFORM RATED CONTROL DEVICES'
PUBLISHED BY ME U.S. DEPARTMENT OF TRANSPORTATON. FEDERAL HIGHWAY ADMINISTRATOR, AND SUBMIT TO
ME COUNTY ENGINEER FOR APPROVAL
9. IN ME EVENT WE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN ME PLANS HE SHALL IMMEDIATELY
NOTIFY ME ENGINEER AND/OR OWNER OR OWNER'S AGENT.
MONUMENTS PERMANENT CONTROL
R AND PROTEGE ALL PERMANENT REFERENCE
10. CONTRACTOR SHALL PRESERVE
POINTS, PERMANENTBENCH MARKS ANO PROPERTY CORNERS. IN ME EVENT RIE MONUMENTS. POINTS OR
MASHERS ARE DISTENDED WE CONTRACTOR SHALL EMPLOY A FLORIDA REGISTERED LANG SURVEYOR TO RESET OR
REPLACE THEM.
11, ME OWNER, OWNER'S AGENT AND INSPECTORS OF APPUCABLE GOVERNMENT JURISDICTIONS SHALL AT ALL TMES
HAVE ACCESS TO ME WORK WHEREVER AND WHENEVER IT 15 IN PREPARATION OR PROGRESS; AND ME
CONTRACTOR SHALL PROVIDE PROPER FACILITES FOR SUCH ACCESS AND FOR ME INSPECTOR.
12. IT 15 ME CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THAT
ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AMID SECURED FROM UNAUTHORIZED
ACCESS, USE, THEFT, OR VANDALISM. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR
POSTING OF SECURITY GUARDS.
13. CONTRACTOR SHALL. AT ALL TIMES, UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY
PRACTICES AND COMPLY WIN ALL FEDERAL, STATE AND LOCAL REGULATIONS. ORDINANCES AND GUIOEMNDS
PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBUSHED BY THEIR MANUFACTURER S.
14. PRIOR TO INMATNG ANY EXCAVATION (INCLUDING BUT NOT UMIMD TO TUNNELS, DITCHES, STORM WATER PONOS,
CANALS, ARTIFICIAL LAGER) CONTRACTOR SHALL INSTALL FENCES AND/OR TAKE ALL OLDER REASONABLE AND
PRUDENT STEPS TO INSURE THAT ACCESS TO EXCAVATOR BY UNAUTHORIZED PERSONNEL IS PREVENTED.
15. CONTRACTOR SHALL COMPLY IN EVERY RESPECT YON ME PROVISIONS OF ME FLORIDA STATE REACH SAFETY
ACT.
15. ME CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR ME SAFETY OF, AND SHALL PROVIDE ALL
REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO:
A. ALL EMPLOYEES ON WE WORK AND ALL OVER PERSONS WHO MAY BE AFFECTED THEREBY;
S. ALL ME WORK AND ALL MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER IN STORAGE
ON OR OFF ME SITE, UNDER ME CARE, CUSTODY OR CONTROL OF, ME CONTRACTOR OR ANY OF ITS
SUBCONTRACTORS;
C, OTHER PROPERTY AT ME SIZE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LAWNS. WALKS.
PAVEMENTS, ROADWAY, STRUCTURES AND MULIES NOT DESIGNATED FOR DEMOUTON IN THE COURSE OF
CONSTRUCTION.
17. THE CONTRACTOR SHALL COMPLY WIN ALL APPLICABLE SAFETY CODES AND RIM ALL APPUCABLE LAWS.
ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC. QUASI PUBLIC OR OVER AUTHORITY
HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR FOR THEIR PROTECTION AGAINST DAMAGE,
INJURY OR LOSS. OR DESIGNED TO PROTECT THE ENVIRONMENT. ME CONTRACTOR SHALL ERECT AND MAINTAIN, AS
REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF ME WORK. ALL REASONABLE SAFEGUARDS FOR SAFETY
AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND OVER WARNINGS AGAINST HAZARDS, PROMULGATING
SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT VTIUTES OF ME EXISTENCE OF HAZARDS
AND OF ME SAFETY REGULATIONS.
10. ALL DAMAGE OR LOSS TO ANY PROPERTY CAUSED IN WHOLE OR IN PART BY ME CONTRACTOR, A
SUBCONTRACTOR. OR BY ANYONE FOR WHOSE ACTS ANY OF META MAY BE LIABLE, SHALL BE REMEDIES BY ME
CONTRACTOR. EXCEPT DAMAGE OR LOSS PROPERLY ATTRIBUTABLE SOLELY TO ME ACTS OR OMISSIONS OF ME
OWNER. Oft ME ENGINEER OR ANYONE EMPLOYED BY THEM. OR FOR WHOSE ACTS ANY OF MEM MAY BE LIABLE,
AND NOT PROPERLY ATTRIBUTABLE IN WHOLE OR IN PART, TO ME FAULT OR NEGLIGENCE OF ME CONTRACTOR.
19. THOSE PARTS OF WORK IN PLACE MICH ARE SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON
ADJACENT THERETO SHALL BE COVERED. BOARDED UP OR SUBSTANTIALLY ENCLOSED WIN ADEQUATE PROTECTION
BY ME CONTRACTOR AT CONTRACTOR'S EXPENSE.
20. UNTIL FINAL ACCEPTANCE OF ME WORK BY OWNER. THE CONTRACTOR SHALL HAVE THE CHARGE AND CARE OF AND
SHALL BEAR ME RISK OF INJURY OR DAMAGE, LOSS OR EXPENSE TO ANY PART THEREOF, OR TO ANY MATERIALS
STORED ON SITE, BY THE ACTION OF ME ELEMENTS OR FROM ANY OVER CAUSE WHETHER ARISING FROM ME
EXECUTION OR NON-EXECUHON OF ME WORK. THE CONTRACTOR SHALL REBUILD. REPAIR, RESTORE AND MAKE
GOOD ALL INJURIES OR DAMAGES TO ANY PORTION OF ME WORK OCCASIONED BY ANY OF ME PROVE CAUSES
BEFORE FINAL ACCEPTANCE AND SHALL FEAR THE EXPENSES THEREOF.
21. ADEQUATE TRAFFIC. CONTROL. BARRICADES AND RAGMAN SERVICES SHALL BE FURNISHED AND MAINTAINED BY THE
CONTRACTOR AT ALL POINTS WHERE CONVEYING EQUIPMENT ENGAGEQ ON ME WORK REGULARLY ENTERS ONTO OR
CROSSES TRAFFIC -CARRYING ROADS.
22. ME CONTRACTOR SHALL COMPLY IN EVERY RESPECT WIN ME FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT
OF I970 AND ALL RULES AND REGULATORS NOW OR HEREAFTER IN EFFECT UNDER SAID ACT, AND ME
CONTRACTOR FORMER AGREES TO COMPLY ON ANY ACT ALL APPLICABLE STATE LAWS AND REGULATIONS
PERTAINING TO JOB SAFETY AND HEALTH.
23, CONTRACTOR AND ITS SUBCONTRACTORS SHALL USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL MATERIALS
(HAZARDOUS OR OVERUSE) IN COMPLIANCE WITH ALL PRESENT FEDERAL. STATE AND LOCAL MMUNI,MNTAL"
HEALTH OR SAFETY LAW, INCLUDING. BUT NOT WINNER TO. ALL SUCH STATUTES, REGULATIONS, RULES,
ORDINANCES. CODES, AND RULES OF COMMON LAW.
24. CONTRACTOR FURTHER AGREES TEAT CONTRACTOR AND ITS SUBCONTRACTORS SHALL NOT CAUSE WE DISCHARGE,
RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY ITS (YORK ON OR ABOUT AHE JOB SITE. IN AHE
EVENT OF ANY SPILL. RELEASE OR ANY OVER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE
APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE ME
DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY.
25. THE CONTRACTOR SHALL PROTECT AND KEEP OWNER (INCLUDING THEIR AGENTS AND EMPLOYEES) FREE AND
HARMLESS FROM ANY AND ALL LIABILITY, PUBUC OR PRIVATE, PENALTIES, CONTRACTUAL OR OTHERWISE, LOSSES,
DAMAGES. COSTS. ATTORNEYS FEES, EXPENSES, CAUSES OF ACTION. CW16 OR JUDGMENTS RESULTING FROM WE
FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AS AMENDED OR ANY RULE OR REGULATION
PROMULGATED THEREUNDER OR OF ANY STATE LAWS OR REGULATORS PERTAINING TO JOB SAFETY AND HEALTH
ARISING OUT OF OR IN ANY WAY CONNECTED WIN THE PERFORMANCE OF WORK OR WORK TO BE PERFORMED
UNDER T115 CONTRACT, WHO CONTRACTOR SHALL INDEMNIFY OWNER MOM ANY SUCH CWIMS. PENALTIES, SUITS OR
ACTIONS, PUBLIC OR PRIVATE. ADMINISTRATIVE OR JUDICIAL, INCLUDING ATTORNEY'S FEES PAID OR INCURRED BY OR
ON BEHALF OF OWNER, JOINTLY OR SEVERALLY, AND/OR THEIR AGENTS AND EMPLOYEES. ME CONTRACTOR
FORMER AGREES, IN NO EVENT OF A CLAIMED VIOIATON OF MY FEDERAL OR STATE SAFETY AND HEALTH LAW OR
REGUUTON ARISING OUT OF OR IN MIT WAY CONNECTED WIN ME PERFORMANCE OF WORK OR WORK TO BE
PERFORMED UNDER THIS CONTRACT. OWNER MAY IMMEDIATELY TAKE WHATEVER ACTON IS DEEMED NECESSARY BY
OWNER TO REMEDY THE CLAIMED VIOLATOR. ANY AND ALL COSTS OR EXPENSES PAID OR INCURRED By OWNER IN
TAKING SUCH ACTON SHALL BE BORNE BY CONTRACTOR, MID CONTRACTOR AGREES TO PERFECT, HOLD HARMLESS
AND INDEMNIFY OWNER AGAINST ANY AND ALL SUCH COSTS OR EXPENSES.
26. CONTRACTOR AND ITS SUBCONTRACTORS SHALL, UPON COMPLETION OF PERFORMANCE OF ALL DOTES UNDER THIS
CONTRACT, REMOVE ALL SUPPLIES, MATERIALS. AND WASTE CONTAINING AND HAZARDOUS MATERIAL FROM ME JOB
SITE. CONTRACTOR SHALL BEAR FULL FINANCIAL RESPONSMITUTY. AS BETWEEN WE PARTES OF MIS CONTRACT.
FOR ME COMPLIANCE OF CONTRACTOR AND ITS SUBCONTRACTORS WAIN ME PROVISIONS OF THIS CONTRACT,
27. CONTRACTOR AGREES TO INDEMNIFY, OFFEND, PROTECT AND HOLD ME OWNER HARMLESS FROM AND AGAINST ANT
CLAIMS INCLUDING MHOUT LIMITATION, ACTUAL ATTORNEYS FEES AND ANY COSTS OF INVESTIGATION, SOILS
TESTING. GOVERNMENTAL APPROVALS, REMEDIATION AND CLEANUP ARISING OUT OF OR IN ANY WAY CONNECTED
WIN THE FAILURE OF CONTRACTOR OR ME SUBCONTRACTORS, OR THEIR AGENTS, EMPLOYEES, OFFICERS OR
REPRESENTATIVES, TO COMPLY 'MM THE TERMS OF MESE CONSTRUCTION DOCUMENTS.
AL SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF ANY HAZARDOUS MATERIAL
ON OR ABOUT ME JOB SITE IN VIOLATOR OF THESE CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL IMMEDIATELY
SO INFORM OWNER & ENGINEER IN WRITNC. IN ME EVENT OF ANY SPILL, RELEASE OR ANY OMER REPORTABLE
OCCURRENCE, CONTRACTOR SHALL NOTIFY ME APPROPRIATE GOVERNMENTAL AGENCY, OWNER & ENGINEER AND
SHALL TAKE SUCH ACTON AS MAY BE NECESSARY TO MINIMIZE ME MIETERIWS EFFECT OF SUCH SPILL ON
PERSONS OR PROPERTY,
29. IN ME EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON ME PREMISES ANY PIPELINE, UNDERGROUND
OR 0
STORAGE TANK MER CONTAINER OF ANY KING THAT MAY CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER
MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL, AW CONTRACTOR SHALL IMMEDIATELY STOP WORK IN
AREA AFFECTED AND REPORT ME COMMON TO OWNER AND OR ENGINEER IN WRITING.
THE E /
30, "HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) ME PRESENCE OF MICH REQUIRES INVESTIGATION OR
ANY PRESENT FEDERAL STALE OR LOCAL STATIM REGULATION ORDINANCE RULE,CODE,
ORDERUNDER J
ORDER.. ACTON, POLICY OR COMMON LAW. OR TA INMICHANT IS OR BECOMES DEFINED ASA "TATE OR L CASAE."
"HAZARDOUS SUBSTANCEU POLLUTANT N CONTAMINANT UNDERNTST ANY PRESENT FEDERAL STATE AT LOCAL
STATUTE, REGULATION, RULE AL RESPONSE
OR AMENDAIENLS THERETO INCLUDING, NOD.WITHOUT LIMITATION, 1 E
COMPREHENSIVE OUR E CONTAL RESPONSE CRECOV RY AC AND L.S.C. Y ACT (42 901 E SECTIONS 9601 ET SFO.)
AND/Oft ME RESOURCE CONSERVATION AND RECOVERY ACT (42 W,C SECTIONS 6901 ET SEO.), OR (G) RWS IS
TOXIC EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS. AUTHORITY,
CARCINOGENIC, MUTAGENIC. IS O , BOARD
HAZARDOUS AND IS INSTRUMENTALITY
REGULATED BY ANY GOVERNMENTAL E STAFF
I AGENCY, DEPARTMENT, REMISSION, BOARD,
AGENCY OR INSTRUMENTALITY OF RIE UNTIED STASES ME STATE IN WHICH ME PREMISES ARE LOCATED OR ANY
CAUSE AL NUISANCE
U ON ME E (0) ME PRESENCE OF MICH TI NE PREMISES CAUSES E THREATENS i0
CAUSE A NUISANCE UPON ME PREMISES OR O ADJACENT PROPERTIES OR POSES OR THREATENS T POSE A
HAZARD , ME HEALTH OR SAFETY TR PERSONS ON OR ABOUT R ( PREMISES. OR (E) TROUGH CONTAINS
GASOLINE, DIESEL FUEL S OTHER PETROLEUM HYDROCARBONS, OR (F) MICH CONTAINS POLYCHLORINATED
BIPNENttS (ROSS), ASBESTOS. LEAP OR UREA FORMALDEHYDE FOAM INSULATION.
31. ME CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATOR. ME
CONTRACTOR SHALL NOTIFY ME ENGINEER OF ANY AND ALL CONFLICTS. DEVIATIONS OR OMISSIONS TO MESE
CONSTRUCTION DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.
32. IF ANY TESTING. INSPECTION OR APPROVAL REVEAL DEFECTIVE WORK, CONTRACTOR SHALL NOT BE ALLOWED TO
RECEIVE ANY ASSOCIATED COSTS AND WE OWNER SHALL BE ENTIRED TO DEDUCT FROM ME CONTRACT PRICE. BY
ISSUING A CHANCE ORDER, OWNER'S COSTS ARISING OUT OF ME DEFECTIVE WORK, INCLUDING COSTS OF REPEATED
PROCEDURES. COMPENSATOR FOR ENGINEER'S AND DESIGN ENGINEER'S SERVICES AND ALL OVER RELATED COSTS.
HANDICAP ACCESSIBILITY NOTES:
I. ALL CONSTRUCTOR MUST MEET OR EXCEED ALL REQUIREMENTS AS OUTLINED IN THE AMERICANS WITH DISABILITIES
ACT (ADA) AND AHE FLORIDA ACCESSIBILITY CODE, MORE RECENT EDITIONS. BOTTOM OF CURB RAMP ELEVATION
QUO RAMP)IS RELATIVE TO EACH CURB RAMP CONDITION. ACTUAL ELEVATIONS SHALL BE BASED ON EXISTING
GRADE OF CURB ROY! LINE AT WE B.O. RAMPS.
2. TOP OF CURB ELEVATION ADJACENT TO B.O. RAMP = 0.50 FL MAX. UNLESS OTHERWISE NOTED.
3. ADA REQUIREMENTS SUPERSEDE SPOT GRADES AT LOT USES. CONTRACTOR TO CUT BACK SLOPE AT 311 OR
RATTER AS NEEDED FOR RAMP AND SIDEWALK CONNECTION.
4. REFER TO PLAN SHEETS AND SECTIONS FOR LOCATORS AND SIDEWALK RUNS
5. ME DETECTABLE WARNING STRIP SHALL CONSIST OF A 24 INCH WIDE TACTILE PATTERN OF RAISED TRUNCATED
DOMES (ALIGNED PATTERN). DOMES SHALL HAVE A DIAMETER OF 0.9 INCH, A HEIGHT OF 0.2 INCH, AND A CENTER
TO CENTER SPACING OF 2.35 INCHES. TIE RAMP DETECTABLE WARNING STRIP SHALL BE CONTRASTING IN COLOR.
ME MATERIAL USED TO PROVIDE CONTRAST SHALL CONTRAST BY AT LEAST 709.
6. ME CROSS SLOPE OF RAMP SURFACES AND ADJACENT STREET GRADES SHALL BE NO MORE MAN 1:50 OR 2%
MAXIMUM,
Z. CURB RAMPS CONSTRUCTED BY ME CONTRACTOR SHALL MEET ALL CURRENT APPLICABLE A.D.A. REQUIREMENTS
AND SHALL HAVE DETECTABLE WARNING COMPLYING WIN A.D.A. REQUIREMENTS, ACCESSIBILITY ROUTES SHALL
MEET ALL APPLICABLE A.O.A. REQUIREMENTS.
B. CONTRACTOR TO REFER TO MUNICIPALITY DETAILS AS NEEDED.
9. DRIVEWAY/ROADWAY CROSS SLOPES AT CROSSWALKS SHALL BE MAXIMUM 27. PER. ADA REQUIREMENTS.
10. SIDEWALK CROSS SLOPES SHALL BE MAXIMUM 29 PER ADA REQUIREMENTS.
11. CURB RAMP FLARES & LANDINGS SHALL MEET ADA REQUIREMENTS.
12. ACCESSIBLE ROUTE WN RUNNING SLOPES GREATER THAN 1:20 IS A RAMP AND SHALL COMPLY MW AOA RAMP
REQUIREMENTS.
13. ITIS ME CONTRACTORS SOLE RESPONSIBILITY TO MEET ALL CURRENT AOA STANDARDS. CONTRACTOR SHALL REFER
TO PDOT STANDARDS. (INDEX 304. MUST CURRENT EDITION)
RECORD DRAWING AS -BUILT REQUIREMENTS:
AS -BUILT DRAWINGS SHALL BE PREPARED BY MY CERTIFIED (SIGNED AND SEALED) BY A REGISTERED SURVEYOR, AND
SHALL BE PROVIDED TO ME ENGINEER OF RECORD UPON COMPLETON OF ME PROJECT SITE IMPROVEMENTS A MINIMUM
OF I WEEK PRIOR TO CONTRACTORS ATTEMPT FOR FINAL CERTIFICATE OF OCCUPANCY (CO). AS -BUILT DRMINGS
SHALL REFLECT ANY CHANGES TO ME IMPROVEMENTS MADE DURING CONSTRUCTION AND MUST MEET ME MINIMUM
HAVING JURISDICTION AS WELL AS ME CRITERIA OUTLINED BELOW. FOR
REQUIREMENTS OF ALL REGULATORY AGENCIES AVI C JU C
NE ORIGINAL DESIGN AND SENSED AS -BUILT DATA, AS APPLICABLE, MUS. BE CLEARLY SHOWN. RE AS -BUILT
MINIMUM,
MULL BE CLEARLY ION ME A5 AS -BUILT W RECORD PRAWNS. NE FOLLOWING INFORAIgTON, AT A
MINIMUM, SHALL BE CERTIFIED ON NE AS -BUILT ORAIINGS:
WATER DISTRIBUTION SYSTEM:
A. LOCATION AND DIMENSIONS OF PIPES, VALVES FITTINGS. CHANGE OF DIRECTION. AND OVER ASSOCIATED
FAauTES.
WASTEWATER COLLECTON/TRANSMISSION SYSTEM:
A. LOCATION. DIMENSION, AND INVERT ELEVATIONS OF PIPES, MANHOLES (INCLUDING RIM ELEVATION),
URSTATOR FORCEMAIN, FITTINGS, CHANGE IN DIRECTION AND OVER ASSOCIATED FACILITIES.
PAVING AND DRAINAGE SYSTEM:
A. DIMENSIONS AND ELEVATORS OF ALL DISCHARGE STRUCTURES INCLUDING ALL WEIRS, SLOTS, GALES, PIPES.
AND 5KIMMERA
B. LOCATIONS. DIMENSIONS. ANY ELEVATIONS OF ALL FILTER. EXTENUATOR, OR UNDERORAIN SYSTEMS
INCLUDING CLEMENTS, PIPES, CONNECTIONS i0 CONTROL STRUCTURES. AND POINTS OF DISCHARGE i0 ME
RECEIVING WATERS:
C. DIMENSIONS, ELEVATORS, CONTOURS, OR CROSS-SECTIONS OF ALL STORMWAIER TREATMENT POND STORAGE
AREAS SUFFICIENT TO DETERMINE STAGE -STORAGE REL,ATONSHIPS OF ME STORAGE AREA. AND ME POND
DEPTH AND VOLUME BELOW ME CONTROL WATER ELEVATION FOR NORMALLY WET SYSTEMS;
D. DIMENSIONS, ELEVATIONS. CONTOURS FINAL GRADES, OR CROSS-SECTONS OF ME DRAINAGE SYSTEM
IMPROVEMENTS TO DETERMINE ROW DIRECTORS AND CONVEYANCE OF RUNOFF TO ME TREATMENT
SYSTEM;
E. DIMENSIONS. ELEVATIONS, CONTOURS FINAL GRADES, OR CROSS-SECTIONS OF ALL CONVEYANCE SYSTEMS
UTILIZED TO CONVEY OFF SIM RUNOFF AROUND ME SYSTEM;
E EXISTING WATER ELEVATOR OF SURFACE WATERS AND ME OAT DETERMINED;
G. ELEVATOR AND LOCATION OF BENCHMARK'S FOR THE SURVEY.
ADA FACIUTES:
A. ELEVATORS AT TH
E FOUR FORMER OF ALL HANDICAP PARKING SPACES AND ADJACENT LOADING AISLES.
B. ELEVATIONS AND LOCATIONS FOR ALL ACCESSIBLE RAMPS MICH ADEQUATELY REFLECT WE BUILT SLOPES.
C. ELEVATORS AND LOCATIONS ALONG ME PANS OF CONVEYANCE FOR PEDESTRIAN TRAFFIC AND ALL ADA
ACCESSIBLE ROUTES EVERY 25 FT. MICH ADEQUATELY REFLECT THE SLOPE AND CROSS SLOPE.
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SUBDIVISION AT OCOEE VILLAGE
DEVELOPMENT
NOTES
PROPOSED DEVELOPMENT
TOWNHOUSE
PARCELIDNO.
TBD
PARCELADDRESS
TBD
CURRENTZONING=
PUD -HD
FUTURE LAND USE=
HDR
TRACT SIZE
34.49 AC.
MAXIMUM BUILDING HEIGHT
3 STORY135FT.
PROPOSED DENSITY
6.72 DUTAC.
MINIMUM LOT SIZE
2200,SOFT.
BUILDING SEPARATION
20 FT
REQUIRED PARKING SPACED 1
464 SPACES
PROPOSED BUILDING SETBACKS FROM PROPERTY LINES
FRONT
25 FT.
SIDE
51 ".
SIDE CORNER
10 FT.
REAR
15 FT.
ASSESSORY
5 FT.
LANDSCAPE BUFFER PROVIDED
FRONT (NORTH)
15.0
FT.
REAR (SOUTH)
25.0
FT.
SIDE(WEST)
15.0
FT.
SIDE(EAST)
25.0
FT.
SUPPORT SERVICES PROVIDER
WATER
CITY OF OCOEE
SEWER
CITY OF OCOEE
tRIM
1,
SUBDIVISION AT OCOEE VILLAGE
DEVELOPMENT
NOTES
PROPOSED DEVELOPMENT
TOWNHOUSE
PARCELIDNO.
TBD
PARCELADDRESS
TBD
CURRENTZONING=
PUD -HD
FUTURE LAND USE=
HDR
TRACT SIZE
34.49 AC.
MAXIMUM BUILDING HEIGHT
3 STORY135FT.
PROPOSED DENSITY
6.72 DUTAC.
MINIMUM LOT SIZE
2200,SOFT.
BUILDING SEPARATION
20 FT
REQUIRED PARKING SPACED 1
464 SPACES
PROPOSED BUILDING SETBACKS FROM PROPERTY LINES
FRONT
25 FT.
SIDE
51 ".
SIDE CORNER
10 FT.
REAR
15 FT.
ASSESSORY
5 FT.
LANDSCAPE BUFFER PROVIDED
FRONT (NORTH)
15.0
FT.
REAR (SOUTH)
25.0
FT.
SIDE(WEST)
15.0
FT.
SIDE(EAST)
25.0
FT.
SUPPORT SERVICES PROVIDER
WATER
CITY OF OCOEE
SEWER
CITY OF OCOEE
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RATONIGENENALCONTRACTOR: SYMBOLS LEGEND
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EROSION CONTROL NOTES ED INLETOPEN RISERALL SU gLL PHASESOF SHALLEXERCSE ME SURES TO PR V NTMCTORAND --� DITCH DITCHALLSUBLONTRACTOFRESOF ONSTRUCTION THE SITE GE ERALC NT THETEMP. DRAIN — --
EROSIONOFSOILS DUE TOTHE ACTION OFLEE WATER AND WIND, THE CURB &
CONTRACTS SHALL USE THE FOLLOWING MEASURES TO ACCOMPLISH THIS CURD & GUTTER
BUT
ROCK BAGS
OBJECTIVE, ROCK BAGS C $
A sURFACEPROTECTION 1. CCoe1L1e AMH�LOOEi IM Foam,WT.BBDHAOraosas.MAUBLE iEET PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET bA.
O
2. EXPOSED ATI SHALL BE IMMEDIATELY GRADED ANO PRE-
TENTED WITH TEMPORARY OR PERMANENT COVER. SUCH AS A—I—VS Tsesvnuswxs. a
N�YEE�ooM�,CROWLS OR srEpsEpEsmORCE1EPERE PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
USE OF FIBROUS MATTING. NETLING OF SEEDED AND MULCHED
AREAS, OR THE STAKING OR SHINGLING OF SOD WHILE �///[ o
IN
VEGETATION IS BECOMING ESTABLISHED. ws—Lw[N ¢ ¢s+owuz wnr ♦¢,,¢ me�gy„mw ¢
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B. RUUCrF CONTROL LLONGAND/OR STEEP SLOPES WILL REWIRE CONTOUR BENCHING J I uisxuu T �¢ .� ¢ s v�y me nunu00�
ANO FURROWING, OR BERMS TO REDUCE RUN-OFF VELOCITIES. w¢ mZ.
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SYNTHETIC HAY BALE RICAN VIEW'S Asz '"""x"O'¢ I I
G SEOIMENTTRAPPING 1. THE TRADE NO OF ERODED PARTICLES WILL BE ACCOMPLISHED I.S., AN �'^^�� m PUN
BY EXCAVATION
TRAPS BERMS. STARF RUN-OPF TO SEDIMENDSYNTHETIC PAY, L�
BY THE DION TRON OR ERNS,BTAKEOSYMHETA INS. BALES, OR A--I .cvz run '•ryg-z� •r/I �/
FLOATING BILL CURTAINS. F[^��•
GENERAL NDIES EI Fv<n°x
2. THE PROPOSER RETENTION PND/Oft DETENTION PONDI9I ALONG 1.m irs °e°m ovasws
WITH ANV
ROOTED
STRUM
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UP
URESH MUST BE COMPLETE AND OPERATIONAL PRIOR TO THENAG—NN_II,AUTA
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PLACEMENT OF ANY IM PERVIOUS SURFACE.
3. TRAPPING DEVICES .HALL BE PERIODICALLY INSPECTED DURING rssw .z mem mar urta� Gi' _ ICy I1 IW�I°`N
O ZNI
DRY PERIODSANDAFTEREACH RAINFALLEVENTBYTHESITE meow arx ns�— pu
CONTRACTOR. TRAPPING DEVICES SHALL BE REPLACED IF °vn.¢e..a�ws aw muurzruurm AA a E1BD FI VARON v Apo
DETERMINED TO BE INCAPABLE OF PERFORMING INTENDED TYPE I by Wim^
FUNCTIONOFSEOIMENTTRAPPINO. µI O 3
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TIVE COVER MS ESTABLISHED SUFFICIENTLTTO STABILIZE �yl
THE SOILS ANE PREVENT EROSION.iiRmyOrO
SYNTHETIC HAY BALE ELEVATION VIEW'
D. BOIL MOISTURE
1. THE CONTRACTORSHALLHAVEAVAILABLEONTHECONSTRUCTION °w Ai i�BF SLWE' +wu rv�
.=A SOURCE CAPABLE E APPLYING WATER TO ERV
E%POSEOSOIKA E ANDORDERMNPREVENLL BE SUCH TOO THE BARRIERS FOR FILL SLOPES BARRIERS FOR UNPAVED DITCHES
APPLICATION RATE AND MANNER 9HlLLL BE SUCH THAT 901E
MOISTURE IS ATTAINED AGO NO SURFACE RVN-OFF IS CREATED.
E. RESPONSIBILITY LITECONTRACTOR SHALL BEHELD RESPONSIBLE UNTILTHE CERTIFICATE BARRIERSn°LAYOUT DETAIL
OFCOMPLETION I9 ISSUED. AFTER THAT, THE OWNER WILL BE
RESPONSIBLE FOR MAINTENANCE OF THE STORMWATER COLLECTION
ANO RETENTION SYSTEM.
ll�i U1 EE o E TneNG
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CONSTRUCTION SEQUENCE �
ELI
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omGNG�AN, °giWl oeL •o °o z 6 > LL Q
2. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRPPS, DIVERSION DITCHES, TREE PROTECTION, DIRECBON OF AUNDFF WATERS ce > J
SECT ION R-9
AND OTHER MEASURES AS SHOWN ON PIANS, CLEARINGONLYASNECE95ARYTOINSTALLTHE9EOEVICES. INTO..i ANS
AN
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3. THE CONTRACTOR SHALL DILIGENTLY ANO CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICE. AND STRUCTURES.
CONTACTLT40RP ENGINEERING IFADDITIONAL MEASURES ARE REQUIRED DUE TO SITE SPECIFIC CONDITIONS. _/ arzw'. um eoA, Aw° A., W Z
4. STABILIZE SITEAS AREAS ARE BROUGHT TO FINISHED GRADE - �� = Z
5, ALLEROSMNCONTROL MEASURES SHALLSE CONSTRUCTED NACCOROANCEWDH THE CITY/COUNTY - 'yAGIANOO'NT o[Tn�iR weAELSeiED siEEI QQ Q
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a 50 I. 4TH 407 654-5355 'FAX 407 6543356
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LEGAL DESCRIPBONi
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PARCEL 1
A parcel of land comprising a portion of Section 5, Township 22 South, Range 28 East, Grange County.
r
Made..
Being ..,a perfected, described as Allows:
s,'
COMMENCE at IM1e Northwest career of the southwest 1/4 of aforesaid Section 5; thence me South
�Ieo
88'0'11'1 Beat along the North line of soitl Southwest 1/4 of Section 5 for a distance of 1252.78 (eel to
W
the POINT OF BEGINNING; U.... continuing along said North line run South 88'0]'15" East for a statuses
` SBB'gY15"E
- 122_ ] ^^ -
v
o1 122.8] feel to the Northeast ZEner of the Northwest 1/4 Of said Southwest 1/4 of Section 5: thence
departing sold North Ilne rvn South 00' 1]'43' West along the East line of sold Northwest 1/4 for a distanw
LW
as
of 1351.26 feet to ° point on the Northerly line of Right -of Way Taking, Parcel Na. 1044, per Offered
a 'rite
Records Book 9916, Page 8120 01 the Public Records of Orange County, Florldo; (Fence departing sold East
ntid�uwe
[the run North 89'13'22' $Year o10ng said Neither[] right-of-way line tar a distance of 154.59 feel to 0
point O( c volwe of .raisece North... felly and having o radius of 1262.21 feet, o chand bearing
Of North 69'30'11" West and ochard length of 651.79 f¢e4 thence run Northwesterly along said NOrUedy
n
right-of-way line and said curve through a central angle of 39'26'23' for On are distance of 868.85 feet;
thence n North 49'49'55" West for a distance of 151.44 feet; thence run North 36'19'17 West far a
nom
distance of 51.42 feet; thence Yen North 49'49'02" West for o distance of 184.99 feet to ° paint an the
/
ll\ 1 •--
111 y
Saulherly right -of -..y line of County Read 429,'1'1'1Where- Beltway, A limited access fight -o( -way, per
OHond0 Orange County Expressway Authority right-of-way Control Survey Project NO.
75320-6460-602/603; thence reporting aforesaid Northerly right -Of -way line mn North 54.40'57" East
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a 50 I. 4TH 407 654-5355 'FAX 407 6543356
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along sold Southerly rigM1 t-af-way If.. far o tllslonce of 13]].65 (eel to of ..Paid POINT OF BEGINNING.
Certain. 23.76 acres more Or less.
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LEGEND A ABBREVIATIONS
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ANO
LW
as
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FENCE LINE (AS NOTED)
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PARCEL 2
4 - OVERHEAD UTILITY
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ATur � of land comprising a portion of Section 5, Township 22 South, Range 28 COAL Orange County,
FlRE HYDRANT
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COMMENCE at the Northwest corner of the Southwest 1/4 of aforesaid Section 5: thence or. South
E CATCH BASIN
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al n he Wes Ili. of sold Southwest I 4 5f sad Seclan 5 far a distance 61 1465.41 feel
COST06' East o t t
9 /
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S h 1 4 f the Sou es! 1 4 of aforesad Section 5 IM1ence
to IM1a Southwest corner Of the Northwest / o Uw / l
SIGN MANHOLE
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said WestEast ria the South line of
(Auto rant
SIGN
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of Scott.. 5 faroth . cil.m. e8'
Southwest of 145.12 t: Ile ce departing North line North
® N£LL
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00'49'52" East far a doeseZ of 50.00 (eel to ° point on me Northerly right -a( -way line of Ocoee -
Of ... on. Road per Sierra Dodge County Expressway Authority right-of-way Control Survey Project No.
F GUY DIRE
N y
_' LL O N Z
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75320-6460-602/603, also being the POINT OF BEGINNING: thence ran North 71'13'20- Week along said
ELECTRIC BOX
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Northerly rght °! way Ine for ° tl stance of 20.59 feel to ° pont On To Easterly r,hi of way Ine °f
Z
( I ms
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iright-of-waryrl°ntl Oran a Count Ex resew° Authority rl M1f of w
P 9 Y Y 9 way
West Rom 6 limited access per o p
WOOD POWER MLITY POLE
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1 Surve Project No. 75320-5460-602/603;thence run NarIM1 D]V616 East °Ion sold Easlerl
Contra y I9 ^
LIGHT
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r2
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rightg way Ile lora distance of 60.00 feet 1° ° Of curvture of a curve conte a and
m VAULT
In
CE
1-
North length of 18
having a radios of ]]6.19 lee(, a chord bearing OI NOrfM1 00'25'09" East °ntl a chortl length al 180.]2
a
V O
O
feet; IM1ence mn Northerly °long sad Easterly right of we, lure odd said curve through A central angle of
1322'14' for an .,a distance of 181.13 feet t° ° pant Of tangency thence rvn North 0615'58' West for °
® TRAFFIC SIGNAL BOX
O O m
dh,tanw of 131.33 feet! Thence run North MZ 11 West for ° a stance of 25 32 feet to ° .In on the
WATER VALVE
a ' 1
{
Souther- line of RI ht -°(-W° filing. Parcel No. 1044
y q y g, per starlet Records Book 9816,fer So of me
thence Easterly life South
GAS VALVE
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Public RecENs 0f Orange County. Florida said mn
65.9 °f way
F
line for
49'49 02 East along said Southerly right -of -Way Una for a distance of 265 92 feet to apoint an ° non
tangent curve concave Northeasterly and having o radius of 138518 feel a chord bearing of $ankh
Q SET 1/2" IRON ROD W/CAP OR NAIL WITH
DISC STAMPED LBJ6723
g
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56'21'45" East and ° chord length of 316.40 feet; Ue°ce mn South ... lady °I°ng said Southerly
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right-of-way fine and said curve through ° central angle of 13V6'58- for an arc distance of 317.09 feet;
O FOUND IRON ROD OR IRON PIPE AS SHOWN
U
IM1ence rvn South 004952" \Vest for ° distance of 60.70 feel to in p.let O° dforimuld Northedy
LB LICENSED BUSINESS
W
right of way lee if Ocoee CI°rt°no Rural per Grande Orange County Expressway Authority right -of way
rq
1
Control Survey Project NO 75320-6460-602/603; thence d,dAtlnq sold Southerly rghl 5f way line mn
PSM PROFESSIONAL SURVEYOR k MAPPER
North 891006" West along sold Northedy night -of -way line far a distance of 432.12 feel to aforesaid
ITS UCENSEO SURVEYOR
POINT OF BEGINNING
Contains 2.13 acres more Or less.
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
D
0 CENTRAL ANGLE
j/
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PARCEL 3
R RADIUS
d
�
A parcel of land eamprlsing a portion of Sections 5 and 8, i wnship 22 South. Range 28 East, Orange
Count,, Florida.
L LENGTH
th
f^,o
CB CHORD BEARING
tj
v✓d.
Being m e Irmtkulady described °s (allows:
a
CH CHORD
3
COMMENCE at the Northwest corner of the Southwest 1/4 of arara Id Section 5; thence run South
s'I
0053'06" East along the West Ilne of said Southwest 1/4 of soitl Seclian 5 for a distance of 2930.83 feet
to the Scepresl tamer Of the Southwest 1/4 of Section 5; thence deporting sold West line ran North
O
89'44'04' East along the Seem line of sold Southwest 1/4 for ° distance of 30.00 feet 1° ° paint on the
U_
I
Easterly right -°f -way Nne of Crew. - Or .... do Road; thence continuing along said South line run North
89'44'04" East for ° tllstance Of 40.90 feet to °°int on The Dusted right-of-way line of Ocoee -
P 9
75320-6 Rood per Orlando Orange County Expressway Authority rihh Survey PCome No.
J
00.53way West
thence deporting said S: tM1 line me North 90'5396" West along mid Comedy
]5320 --em,
East for ° of 265.0]
line far . 1111.41 f¢¢4 thence run North 0]'. 2
rig M1f-the way line for ° distance
F
IM1e Saulherly
1" East 5r ° distance OI 72T3 feel ° poli- therlye
feel; thence run Month E and
I„i
es. - u s right-of-way
right -of -..y line of Ocoee 65rcana Road per Orland° OrunCounty Expressway Authority
If
4
sol
5 ; thence run East along sold Southerly
Control Survey Project No. ]5320-6460-6
je
If
nthSouth -89 49528"
Algal-Ol-way line (or ° dls5nce of 514.27 Leel; thence run North 00-49 52" E°st fora distance of 20.00
feet;
(eel; thence run South 89'1028" East for a dis5nce of 660.17 feel to a putt on the East line of the
C
Southwest `/ of the Southwest `X of aforesaid section 5; thence deporting acid Southerly right-of-way line -
3
^ ^
ren South 00'17'43' West along sttl East line for a distance of 1409.65 fee- to the Southeast comer of
9H
ve
the Southwest `9 of the Southwest ''A of sold Section 5. also hole, the Northeast corner of the Northwest
�
e
ore. -reason
% of the Northwest TA of aforesaid Seclian 8; thence departing said East line of m° Soup 00'34'54' East
�_llx
°ng the Rod INe of said Northwest A of IM1e Northwest '/1 of So,%R. 8 for a distance of 231.78 feet to
€
a point an the South line of the North 231 feel of the Northwest '/r of pe Northwest 9 of aforesaid
�
i line 5°vU 89'4404" West along said Southfar ° of
Sectio o; pence deporting soitl
en a
1286'03
rune
Road; thence run
aid e,sm Road; thence
9 feet point aforesaid Emtera rSouth f -way line of Ocoee - Cd
dy
Darlh 00'11'35" West clang said Eastedy right-of-way tine far o distance Of 231.77 feet t6 aforesaid POINT
OF BEGINNING.
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zr.r `
-
Coeloms 47.50 area more or less
i
o .n' 1 ve
SURVEYOR'S NOTES:
s
f
BE NCS SH0WN HEREON ARE ASSUMED BASED ON THE SOUTHERLY RIGHT OF WAY ONE OF STATE ROAD 429
AS BEING N54'4o'SYE FOR ANGULAR DESIGNATION
p
.0
ONLp
T
IS SURVEY WAS PERFORMED FOR THE SOLE AND EXCLUSIVE BENEFIT OF ME ENTITIES LISTED HEREON AND SHALL
MTIE
NOT BE REUCH
ED UPON BY ANY OCHER EN11TY OR
aex us¢ s
wn ¢ea L eco sI
w e.
ar"THERE
INDIVIDUAL WNMSOEVER.on"
MAY BE EASEMENTS AND RESTRICTIONS OF RECORD AND/OR PRIVATE AGREEMENTS NOT FURNISHED TO THIS
SURVEYOR OR SHOWN ON MIS BOUNDARY SURVEY
Q
1 Ir
m r
THAT DAY AFFECT PROPERTY RIGHTS PND/OR LAND USE RIGHTS OF THE SUBJECT PROPERTY.
dee ®talaos3o
I
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IflMBASESTHIS SURVEY IS NOT VALID OUT THE SIGNATURE AND ORIGINAL BES SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
'1
L - - 1 -
ADJOINING PARCEL OWNER AND RECORDING INFORMATION DELINEATED HEREON 1'10.5 OBTAINED FROIA ME ORANGE
COUNTY PROPERTY APPRAISERS PUBLIC ACCESS
Crim Bv: RH
�m �nwWT SYSTEM.
UNOERGROUND UTILITIES AND IMPROVEMENTS WERE NOT LOCATED, UNLESS SHOWN HEREON.
--
CHEfxE. BY 3€J_
SUBJECT PROPERTY SHOWN HEREON IS IN ZONE X, AREA DETERMINED 10 BE OUTSIDE ME 0.28 ANNUAL CHANCE
FLOODPLAIN. ACCORDING TO FL000 INSURANCE RATE
MAP, PANEL 210 OF 750, MAP NUMBER 12095CO210F, MAP REVISED SEPTEMBER 25, 2009.
ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAW B8), ORANGE COUNTY BENCHMARK NUMBER P1524023, ELEVATION BEING
156.655'.
SHEET
1 OF 2
LAST DATE IN MELD: DECEMBER 5, 2018
SEE SHEET 1 MATCH INS
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M41 GAPOEN, ELORIOA 34]8]
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407 654-5355 VM 407 654-5356
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TOWNHOUSE ELEVATION 4 UNITS
00
MIN
TOWNHOUSE ELEVATION -6 UNITS
yes
i
COPY OF ADVERTISEMENT
Date Published and Media Name
Advertisement or Article
' FIRSTINSERTION
CITVGFOCOEE
NOTICE OF PUBIICHEARING
LARGE SCAT.RPItBI:iDSIIQARY/PiNAi,SITEPIAN.
FOROCOERVILLAGECEN7'ER -
"TOVPNHONIEW
CASENOMBEM IS -2019-005
NOTICE IS BERR.RV GIVEN,pursvanttoArticle IV Sections 4-3A(4), of the City
of Ocoee Land Development Code, that on TUESDAY. OCTOBER 6, 2020, AT
6!15EM. or as soon thereafter aspmctical, the OCOEE (IMCOMML3SIONwl11
hold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 160 North
Lakeshore Drive, Ocoee, Florida; to consider the Preliminary/Final Site Plan for the
Townbomes at Ocoee Village Center. The parcel identification number is 05-22-28-
0000-00-004 and is located on eig m a Ocoee ]load, at of the 429 Expressway.
The parcel contains 47.28 acres, of which 34.49 acres will be the Tewnhomes at
Ocoee Village Center. The proposed use is for 232 -unit townhome community with
amenities such as a Dog Park, Pavilion, Pool, Cabana, and a Playground.
All Interested parties arc invited to be heard dudng the public hearing portion
of the meeting. City Hall is closed to the public and is subjectto change based on
the Governors Rxecutive Order. This meeting is broadcasted Trve on Spectrum
Channel 493 with alive stream atwww.Ower.org/Ig7/Ocoee-TV:Anyinterested
party is invited to offer comments and/or questions dining the hearing by email-
ing citicena@ocoee.org or radhng 407-554-7118 or by registering in advance by
.ailing rilluavQa owee.org or calling 407,905-3105 and City staff will call you
during the live meeting Awarplete case file, including a complete legal description
by metes and bounds, may bemarkat ed upon request by phone or email through
the OcoeeEmaing Departs en 407-906-3157 or mriveraQomee.org: The City
Cemmissim rnsy, continue this public hearing to other dates andtimes, as it deems
necessary. Any interested, parW,,hall be advised of the dates, times,. and places of
any. continuation of these or. continued publinhearings. shall be announcedAndag
the heating and no further nation regarding these matters will be published. You me
advised that anypgson who desimsto appeal my decision made at thepublic bear-
ings will need a record of the proceedings and far this purpose may need,m easmr
that a verbatim record of the proceedings is m ads which, includes the testimony and
evidence upon which the appeal is Lased Persons,mth lisabjlities needing assis-
tare to participate in any of these proceedings should contact the CityClerles, Office
48 hours in advance of the meeting st 407-905-3105.
September24,2620 20-03796W