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Item #10 The Park at 429 Planned Unit Development (PUD) (FKA East Crown Industrial PUD) – Preliminary/Final Site Plan; Project No.: LS-2016-010AGENDA ITEM COVER SHEET Meeting Date: March 7, 2017 Item # / Q Reviewed By: Contact Name: Mike Rumer, City Planner Department Director: Contact Number: 407-905-3157 City Manager: Subject: The Park at 429 PUD (FKA East Crown Industrial PUD) Preliminary/Final Site Plan Project # LS-2016-010 Commission District # 3 — Richard Firstner ISSUE: Should the Honorable Mayor and City Commission approve the Preliminary/Final Site Plan for The Park at 429 PUD Project? BACKGROUND SUMMARY: The Park at 429 PUD Project is located on the North side of Palm Drive on the west side of SR 429 (Western Expressway) and the east side of East Crown Point Road. The parcel is 45.54 acres in size. The Applicants propose to develop the 45.85 acres as a Light Industrial/Flex Office development consisting of five (5) buildings totaling a maximum of 645,600 sq. ft. This provides for a maximum floor area ratio of 0.037. The table below references the current future land uses and zoning classifications of the surrounding parcels: Direction Future Land use Zoning Classification Existing Land Use North Low Density A-1 "Citrus Rural" Single -Family Residential Dwelling / Church East N/A N/A SR 429 (Western Expressway) South High Density R-3 (Multiple -Family Apartments / Residential / Dwelling) / C-2 (Community Vacant Commercial Commercial West Winter Garden - A-1 "Citrus Rural' / City of Vacant Commercial Winter Garden C-2 DISCUSSION: The Applicants propose to develop the 45.85 acres as a Light Industrial/Flex Office PUD consisting of five (5) buildings totaling a maximum of 645,600 sq. ft. This provides for a maximum floor area ratio of 0.037. The permitted uses will be limited to those uses permitted within the 1-1 (Light Manufacturing and Warehousing) except: Automotive Sales (New and Used) Boat Sales and Service Mobile home and Travel Trailer Sales Monument Sales Motor Vehicle Wholesale Lumber Yard Access from the site will be via two (2) access points on Palm Drive and three (3) access points on East Crown Point Road. A left turn lane is proposed on Palm Drive turning left onto East Crown Point Road and a right and left turn lane is proposed on East Crown Point Road. The Preliminary/Final Site plan provides for dedication of ten (10) feet of additional right-of-way on Palm Drive and East Crown Point Road. A future segment of the West Orange Trail Connector will run along Palm Drive. Buffers are being provided on East Crown Point Road of 25 feet and 35 feet along SR 429. A master stormwater system is proposed. Based on a threatened and endangered study and a species of special concern survey performed by Bio- Tech Consulting Inc., and Stillwater Technologies, Inc., the only species found on the site was the gopher tortoise. Resolution of the gopher tortoise issue will need to be permitted through FFWCC prior to any construction activities. PUBLIC FACILITY IMPACTS: The following table depicts the impacts the proposed development has on public facilities: Public Facility Existing Zoning Proposed Development Net Impact (A-1) (R-1) (FAR 0.037) *62 SFR 218 ERU = 65,460 �. :./ ... - 1 . 1 •.•218 ERU = 58,860 MUM= ' � • 11 1: * Assumes 37 acres/1 DU & 8 acres/4DU Utilities: The site is located within the City of Ocoee utility service area and is proposing to connect to public utilities for water and sewer. There is an existing 12" water main running along the south side of Palm Drive and an 8" force main running along the north side of Palm Drive. Extension of potable water and sanitary sewer lines is being provided for in the plan. Transportation / Traffic: The proposed PUD accesses East Crown Point Road and Palm Drive. East Crown Point Road and Palm Drive have a measured Level -of -Service "C". Neither roadway is programmed for improvement in the County or City of Ocoee 5-Year Capital Improvement Program. The City of Winter Garden and City of Ocoee have agreed to a cost share in a new signalization of the intersection of East Crown Point Road and Palm Drive / Crown Park Circle. Schools: No school impacts are proposed since the proposed use is Light Industrial. Public Safety: The nearest Ocoee Fire Station is #25 located on Bluford Avenue, which is approximately 1.7 miles from the property. The estimated response time is 2-4 minutes. Drainage: The subject site is located within the Apopka Drainage Basin and therefore, must meet the requirements of Section 11.7 (a) SJRWMD Management and Storage of Surface Water Handbook and Wekiva Study Area BMP's. Recreation and Open Space: No impacts on recreation facilities are proposed. The Applicants will be required to provide thirty (30) percent open space. Special Districts: The site is located within the Wekiva Study Area and does not contain any of the protected features. Pre -Annexation and Development Agreement The City of Ocoee entered into a Pre -Annexation Agreement with the original property owners back in 2009. The City of Winter Garden is a third party beneficiary to the agreement. The agreement provides for use and development restrictions. The agreement provides for the following: Development Restrictions: a) Any outside storage located on the Property must be screened from public view and from public streets and shall otherwise comply with the requirements of the LDC. b) Bay doors and loading docks shall not face East Crown Point Road or Palm Drive and shall otherwise comply with the requirements of the LDC. Prohibited Uses: a) Automobile sales (new and used); bars and lounges; boat sales and service; liquor store; mobile home and travel trailer sales; monument sales; motor vehicle wholesale; recreational vehicle retail sales and service; pawn shops; check cashing services; day labor; truck stops; adult entertainment; bus terminals; automobile and motor vehicle parking lots. Conditions of Approval: a) Architectural renderings shall be submitted to the City in connection with any applications for approval of any subdivision plans or site plans and shall be subject to the review and approval of the City. The approved architectural renderings shall be incorporated as part of any subdivision plan or site plan. b) The design of all buildings and structures shall exhibit architectural control which seeks to be creative and utilize building lines, shapes, and angles to create architectural integrity to the extent reasonably practicable. c) All buildings and structures shall utilize accent materials for features such as cornices, sills, bases, lintels, banding and decorative accent trims. Accent materials shall consist of materials comparable in grade and quality to the primary exterior materials. Winter Garden Notice Requirement: a) A copy of any notice on the property shall also be provided to Winter Garden in the manner set forth and shall be directed to the attention of the Winter Garden City Manager, 300 West Plant Street, Winter Garden, Florida 34787. Development Agreement A Development Agreement based on the proposed Preliminary/Final Site plan, providing for enhanced architectural detail, signalization of Palm Drive and East Crown Point Road, and other transportation movement criteria is still under discussion with the applicant and the City of Winter Garden. An update on the Development Agreement will be provided at the City Commission meeting. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On January 4, 2017, the DRC met to determine if the proposed Preliminary/Final Site Plan was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan for The Park at 429 PUD Project, subject to the resolution of outstanding comments before the City Commission meeting. PLANNING AND ZONING RECOMMENDATION: The Planning and Zoning Commission reviewed the proposed Preliminary/Final Site Plan for The Park at 429 PUD on Tuesday, January 10, 2017. Discussion ensued on impacts at the intersection of Palm Drive and East Crown Point Road. One citizen spoke and questioned the locations of truck accesses and jurisdictional responsibility of East Crown Point Rd and Palm Drive. There were six (6) members of the Planning and Zoning Commission in attendance. Member West abstained from the vote. The P&Z voted 5-0 to recommend approval of the Preliminary/Final Site plan. RECOMMENDATION: Staff recommends the Honorable Mayor and City Commission approve the Preliminary/Final Site Plan for The Park at 429 PUD Project. Attachments: Location Map; Surrounding Zoning Map; Aerial Map; Pre -Annexation Agreement; Preliminary/Final Site Plan for The Park at 429 PUD. Financial Impact: None Type of Item: [XI El [XI El Public Hearing Ordinance First Reading Ordinance First Reading Resolution Commission Approval Discussion & Direction For Clerk's Dept Use: ❑ Consent Agenda (� Public Hearing ❑ Regular Agenda [ ] 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 The Park at 429 (East Crown Point Industrial) Surrounding Zoning Map 19 t 5.010r, Ocoee Community Development Department 1 inch = 880.735053 feet 300150 0 300 600 900 Feet Printed: August. 2016 13Subject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) r General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies La M. z Nia ju iji",-d —19 16 2 10 i & MJin 4 11 Vol MM Val le 411 te a isi. AW ra Al, pig 1A i bpp MAVAW a -,Iw% im.10 I.- da is W MINAM 4 �i I it OA JL fm W-44-64-11183, adift ' /nut 2 Tag j-1 0 fir whaiiali 4*:W- fm 4 VA 0 10 lit i fAIN410A Air" w W r—MOVAJ . - f no Ir ! 111 w IN A Fs rip 119111111 INN Fr1w min, to 3: NOWN POINT C' O'S''S R D am n M D EMAf T aS L-W -1- Of A"* co Wcn "WOW a_ -W U) WO 7 A-' X IffKALMIED&J. w UUj j "'p-1 ww -am, U) All SANDERS DR � - . 1; 12-1 ',-' Z04 w " rn co RAL KEG bnfi 6E LU Q- M CIRCLE KEY DR- SI-iStnEV-DT li-SEST16�, EiIGLEKEY CT Buc ME H^PBOR KEY FT DEER KE SDI` 'IFN& COPY OF ADVERTISEMENT Date Published and Media Name Orlando Sentinel SUNDAY, FEBRUARY 26, 2017 D3 Advertisement or Article Notices CITY OF OCOEE NOTICE OF PUBLIC HEARING THE PARK AT 429 PUD PRELIMINARYIFINAL SITE PLAN CASE NUMBER: LS-2016-MO NOTICE 15 HEREBY GIVEN, pursuant to Article IV, Section 4-3A. (3)(b) of the City of Ocoee Land Development Code, that on TUESDAY, MARCH 7, 2017, AT 7:15 P.M. or as soon thereafter as practical, the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider the Preliminary/Final Site Plan for the Park at 429 PUD. The property is located on the east side of East Crown Point Road, just north of Palm Drive. The parcel Identification numbers are 07-22-28-0000-DO-095, 13-22- 27-ODOO-DO-016 and 12-22-27-0000-OD-031. The proposal is to construct five (5) light industrial/flex office buildings and associated infrastructure. 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 description 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 lego� +chdays. The Ocoee City Commission :ray continue the public hearing to omen dates and times, as it deems necesscr v. 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 hearings will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes The testimony and evidence upon which the appeal is based. In accordance with the Americans with Disabilities Act, persons needing a special accommdation or an Interpreter to participate in this proceeding should in advance ofontact thet the meeting at(407)0urs 905- Melanie Sibbitt, City Clerk Publish Date: Feb 26, 2017 OS4798536 21"17 THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: PREPARED BY: Paul E. Rosenthal, Esq. FOLEY & LARDNER LLP 111 North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 (407)423-7656 RETURN TO: Beth Eikenberry, City Clerk CITY OF OCOEE 150 N. Lakeshore Drive Ocoee, FL 34761 (407)656-2322 DOC N 20090734030 6: 9978 P: 0947 12/18/2609 16:28:08 AM Page 1 of 16 Rec Fee: s137.50 Doc Type: AGM Deed Dee lax: $0.00 Intangible Tax: 0.00 Mortgage Stamp: 0.00 Martha 0. Haynie, Comptroller Orange CountylSCOEE MB - Ret To: PRE -ANNEXATION AGREEMENT THIS PRE -ANNEXATION AGREEMENT (this "Agreement") is made and entered into as of the day of M&A 2009 by and among BKI CROWN POINT ROAD ASSOCIATES, LLC, a Floridd limited liability company, whose mailing address is 13001 Founders Square Drive, Orlando, Florida 32828 ("BKI"), WEST ORANGE COMMERCIAL PROPERTIES, LLC, a Florida limited liability company, whose mailing address is P.O. Box 771503, Winter Garden, Florida 34777 ("West Orange Commercial"), T. MILTON WEST AND SCOTT WEST, whose mailing address is P.O. Box 1028, Ocoee, Florida 34761 ("West") (collectively, BKI, West Orange Commercial, and West are referred to herein as the "Owner"), and the CITY OF OCOEE, a Florida municipal corporation, whose mailing address is 150 North Lakeshore Drive, Ocoee, Florida 34761, Attention: City Manager (the "City"). WITNESSETH: WHEREAS, BKI owns fee simple title to certain property located in Orange County, Florida, that is outside the corporate territorial limits of the City, said property being more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof (the "BKI Property"); and WHEREAS, West Orange Commercial owns fee simple title to certain property located in Orange County, Florida, that is outside the corporate territorial limits of the City, said property being more particularly described in Exhibit "B" attached hereto and by this reference made a part hereof (the "West Orange Commercial Property"); and A-1 ORIA_1252671.4 WHEREAS, West owns fee simple title to certain property located in Orange County, Florida, and within the corporate limits of the City of Ocoee, Florida, said property being more particularly described in Exhibit "C" attached hereto and by this reference made a part hereof (the "West Parcel A Property"); and WHEREAS, West owns fee simple title to certain property located in Orange County, Florida, that is outside the corporate territorial limits of the City, said property being more particularly described in Exhibit "D" attached hereto and by this reference made a part hereof (the "West Parcel B Property"); and WHEREAS, the BKI Property, the West Orange Commercial Property, the West Parcel A Property and the West Parcel B Property are collectively referred to herein as the "Property"; and WHEREAS, pursuant to Section 171.044, Florida Statutes, Owner has petitioned the Ocoee City Commission to voluntarily annex the BKI Property, the West Orange Commercial Property and the West Parcel B Parcel (collectively, the "Annexation Parcels") into the corporate limits of the City (the "Petition"); and WHEREAS, in order for the City to annex the Annexation Parcels it is necessary for the City and Orange County to amend the Joint Planning Area Agreement between the City and the County (the "JPA Agreement") so that the annexation of the Property will be consistent with the JPA Agreement; and WHEREAS, the Owner has further requested that the City and Orange County amend the JPA Agreement to designate the Property as "Light Industrial" on the Joint Planning Area Land Use Map; and WHEREAS, in connection with the proposed annexation of the Annexation Parcels, the Owner has petitioned the City to amend the City's comprehensive plan to designate the future land use of the Property as "Light Industrial" and to rezone the Property to "Planned Unit Development" consistent with the proposed amendments to the JPA Agreement and the City's comprehensive plan; and WHEREAS, prior to approval of an amendment to the JPA Agreement, the City desires to have the Owner agree to certain matters which will become effective upon annexation of the Annexation Parcels; and WHEREAS, the City of Winter Garden, Florida ("Winter Garden") is intended to be a third party beneficiary to this Agreement. NOW, THEREFORE, in consideration of the premises and other good and valuable considerations exchanged between the parties hereto, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: Section 1. Recitals. The above recitals are true and correct and incorporated herein by this reference. Section 2. Permitted Uses; Prohibited Uses. The Owner agrees that upon annexation of the Annexation Parcels into the City that the following uses are prohibited on the Property: automobile sales (new and used); bars and lounges; boat sales and service; liquor store; mobile home and travel trailer sales; monument sales; motor vehicle wholesale; recreational vehicle retail sales and service; pawn shops; check cashing services; day labor; truck stops; adult entertainment; bus terminals; automobile and motor vehicle parking lots unless ancillary to a permitted use; and uncovered boat, recreational vehicle and/or automobile storage facilities. The foregoing will use restrictions will apply notwithstanding any zoning or other development approval that may now or hereafter be granted to the Property. Section 3. Development Restrictions. Notwithstanding any provision in the City of Ocoee Land Development Code (the "LDC") to the contrary, the Owner agrees that development of the Property and the construction of buildings and structures on the Property shall be subject to the following restrictions: a. Any outside storage located on the Property must be screened from public view and from public streets and shall otherwise comply with the requirements of the LDC with respect thereto. b. Bay doors and loading docks shall not face East Crown Point Road or Palm Drive and shall otherwise comply with the requirements of the LDC with respect thereto. Section 4. Condition of Approval in PUD. In connection with any zoning of the Property to "Planned Unit Development", the Owner and the City agree that any such PUD shall include, but not be limited to, the following conditions of approval: a. Architectural renderings shall be submitted to the City in connection with any applications for approval of any subdivision plans or site plans and shall be subject to the review and approval of the City. The approved architectural renderings shall be incorporated as part of any approved subdivision plan or site plan. b. The design of all buildings and structures shall exhibit architectural control which seeks to be creative and utilize building lines, shapes, and angles to create architectural integrity to the extent reasonably practicable. C. All buildings and structures shall utilize accent materials for features such as cornices, sills, bases, lintels, banding and decorative accent trims. Accent materials shall consist of materials comparable in grade and quality to the primary exterior materials. Section 5. Compliance with Ocoee Land Development Code. Except as otherwise expressly set forth in this Agreement, it is agreed that (1) the Owner shall comply with the zoning and subdivision regulations of the City as set forth in the LDC, as it may from time to time be amended, and (2) all preliminary subdivision plans, final subdivision plans, and final site plans and other development orders and permits for the Property or any portion thereof shall conform to the LDC requirements in effect at the time of approval of any such plans. In the event of any conflict between the provisions of the LDC, as it may from time to time be amended, and this Agreement, it is agreed that the provisions of this Agreement shall control. Further, no waiver, exception or variance to the LDC that would in any way modify the provisions of this Agreement shall be effective unless such waiver, exception or variance is approved by both the City and Winter Garden. Section 6. Notice. Any notice delivered with respect to this Agreement shall be in writing and be deemed to be delivered (whether or not actually received) (i) when hand delivered to the other party, (ii) upon receipt when deposited in the United States Mail, postage prepaid, certified mail, return receipt requested, or (iii) the next business day after being sent by nationally recognized overnight delivery service for next business day delivery, all addressed to the party at the address appearing on the first page of this Agreement, or such other person or address as the party shall have specified by written notice to the other party delivered in accordance herewith. A copy of any notices delivered under this Agreement shall also be provided to Winter Garden in the manner set forth above and shall be directed to the attention of the Winter Garden City Manager, 300 West Plant Street, Winter Garden, Florida 34787. Any notices hereunder which may be given by Winter Garden to any party to this Agreement shall be given in the manner set forth above. Section 7. Covenant Running with the Land. This Agreement shall run with the Property and inure to and be for the benefit of the parties hereto and their respective successors and assigns and any person, firm, corporation, or entity who may become the successor in interest to the Property or any portion thereof. Section 8. Recordation of Agreement. The parties hereto agree that an executed original of this Agreement shall be recorded by the City, at the Owner's expense, in the Public Records of Orange County, Florida. The City will, from time to time upon request of the Owner, execute and deliver letters affirming the status of this Agreement. Section 9. Applicable Law. This Agreement and the provisions contained herein shall be construed, controlled, and interpreted according to the laws of the State of Florida. Section 10. Time of the Essence. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. Section 11. Third Party Beneficiary. The parties hereby agree that Winter Garden is intended to and shall be a third party beneficiary to this Agreement and that this Agreement directly benefits the City of Winter Garden. The City of Winter Garden has the rights to enforce any and all of the obligations of the parties or either of them regarding any or all of the matters provided for in this Agreement. Section 12. Future Annexation and Zoning. Nothing contained herein shall be construed as obligating the City to annex the Property or grant any particular zoning to the Property. Section 13. Amendment. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by formal amendment which amendment shall not become effective unless and until it is agreed upon by the Winter Garden as evidenced by a joinder and consent in recordable form to any such amendment. Section 14. Specific Performance and Other Remedies. The City, the Owner and Winter Garden shall have the right to enforce the terms and conditions of this Agreement by an action for declaratory relief, injunctive relief and/or specific performance. Neither the City, the Owner or Winter Garden shall be entitled to seek or recover damages based on a breach of this Agreement. Section 15. Attorneys' Fees. In the event that either party or Winter Garden finds it necessary to commence a lawsuit against a party or Winter Garden to enforce any provision of this Agreement or because of a breach of any terms hereof, the prevailing party shall be entitled to recover from the non -prevailing parry that is a party to the lawsuit its reasonable attorneys' fees, legal assistants' fees and costs incurred in connection therewith, at both trial and appellate levels, including bankruptcy proceedings, without regard to whether any legal proceedings are commenced or whether or not such action is prosecuted to judgment. Section 16. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. An original of this fully executed Agreement shall be delivered by the City to Winter Garden prior to the date that the Orange County Commission is to consider an amendment to the JPA Agreement as contemplated by Section 19 hereof. Section 17. Captions. Captions of the Sections and Subsections of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction, or meaning of the provisions of this Agreement. Section 18. Severability. If any sentence, phrase, paragraph, provision, or portion of this Agreement is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereof. Section 19. Effective Date. The Effective Date of this Agreement shall be the date on which County approves an amendment to the JPA Agreement which results in all of the Property being located within the City's joint planning area with a Joint Planning Area Future Land Use Map designation of "Light Industrial" and such date shall be inserted on the first page of this Agreement. [Remainder of Page Intentionally Leal' Blank] IN WITNESS WHEREOF, the Owner and the City have caused this instrument to be executed by their duly authorized officers as of the day and year first above written. Signed, sealed and delivered in the presence of STATE OF FLORIDA COUNTY OF C AA9&E BKI: BKI CROWN POINT ROAD ASSOCIATES, LLC, a Florida limited liability company By: I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared �vj e "ALKS as AV,#Wd /,,E,e of BKI CROWN POINT ROAD ASSOCIATES, LLC, a Florida limited liability company, who [4] is personally known to me or [ ] produced as identification, and that s/he acknowledged subscribing witnesses, freely and voluntarily, executing the same in the presence of two for the uses and purposes therein expressed. WITNESS my hand and official' seal in the County and State last aforesaid this 6� 4"" day of , 2009. Al �' f c!•s•.NN•N••HNNH••N••NHNNN•M.� WCptE �L ESTA : Signature of Notary Di) C&n.T& oc rr Expirnwiew�yl 1, 01.i. r�l. "re'r�a°r,a = Name of Notary ('typed, Printed or Stamped) :.N«N.N...NN»......••N••••....N«...i Commission Number (if not legible on seal): QIP% My Commission Expires (if not legible on seal): Signed sealed and delivered in the presence of STATE OF FLORIDA COUNTY OF Q WEST ORANGE COMMERCIAL: WEST ORANGE COMMERCIAL PROPERTIES, LLC, a Florida limited liability company By: Its• /'Yl�fiL', /-may //dive - I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared 616r4- L14omrneo,ItLi- as of WEST ORANGE COMMERCIAL PROPERTIES, LLC, ke F orida limited liability company, who [ 11 is personally known to me or produced as identification, and that s/he acknowledged executing the same in the presence of two subscribing witnesses, finely and voluntarily, for the uses and purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid this LHhday of 2009. Signature of Notary Name of Notary (Typed. Printed or Stamped) Commission Number (if not legible on seal):_ My Commission Expires (if not legible on seal): Np�ry Qicblit State of Fbfids ShiAe� qnr WCNrt� 1�y i onim�asrx+ 00575183 �+aa� Ex 0yt17l2010 Signed, sealed and delivered in the presence of WEST: T. MILTON WEST 1 . Illeo (SL,A. l % D koi W ST tN 442 av v Print Name Aa4 U STATE OF FLO&IDA COUNTY OF O I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared T. MILTON WEST and SCOTT WEST, who L-I are both personally known to me or [_J both produced as identification, and that they each acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily, for the uses and purposes therein expressed. MF- my hand and official seal in the County and State last aforesaid this 3od- day of2009. Signature of Notaryp AT `'� Robs F. Varpadoe * • Coffw*Wn * DD418788 Name of Notary (TyF Plais I&M Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): -8- ORLA 1252671.4 Signed, sealed and delivered in the ✓V Y1. Print Name if0 h kko Se— [ Q,y FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. Approved as to form and legality this day ol &W 2009. FOLEY LA DXW By: City Attorney STATE OF FLORIDA COUNTY OF ORANGE CITY: CITY OF OCOEE, FLORIDA By: C5 S�u (— S. Scott Vandergr4MN!a Attest: �' L —1 ) Beth Eikenberry, City Cler (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON UNDER AGENDA ITEM NO. I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared S. SCOTT VANDERGRIFT and BETH EIKENBERRY, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in them by said municipality. WLTNESS my hand and official seal in the County a State last aforesaid this day of , 2009. ►u111100 ii�i�,_ ignature of Notary . Z Name of Notary (Typed, Printed or Stamped) 1 ;rn? Commission Number (if not legible on seal): Z %N j My Commission Expires (if not legible on seal): JOINDER AND CONSENT TO PRE -ANNEXATION AGREEMENT The undersigned hereby certifies that it is the holder of a mortgage, lien or other encumbrance recorded in Official Records Book 8761, Page 1503, Public Records of Orange County, Florida, upon the above described property and the undersigned for and in consideration of valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in and consent to the execution of the foregoing Pre -Annexation Agreement and agrees that the lien of its mortgage described herein above shall be subordinated to the aforedescribed Agreement. IN WITNESS WHEREOF, the undersigned has caused these presents to be executed this 1 st day of May, 2009. Signed, sealed and delivered in the presence of. STATE OF FLORIDA COUNTY OF ORANGE w%pcAlMectd 61--� Printed Name: I(bdney) Title: Senior Vi The foregoing instrument was acknowledged before me this 1 st day of May, 2009, by Rodney V. Jolley who is the Senior Vice President of First Commercial Bank of Florida, a Florida Corporation. He e s personally known to me, or [_] has produced _ as identification( S.Z pf F 0"da Notary 1olY �40 PQ Jenniie� MY Go°1'tuss�on U06604d "0�`� ExPu��UIl1t�L'JUy FJgftafuftVf0'7-Arl o of Notary (Typed, Printed or Stamped) ORLA_405913.1 JOINDER AND CONSENT TO AGREEMENT (COMMERCE NATIONAL BANK & TRUST) The undersigned hereby certifies that it is the holder of a mortgage, lien or other encumbrance recorded in Official Records Book 9571, Page 2622, Public Records of Orange County, Florida, upon the above described property and the undersigned for and in consideration of valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in and consent to the execution of the foregoing Agreement and agrees that the lien of its mortgage described herein above shall be subordinated to the aforedescribed Agreement. IN WITNESS WHEREOF, the undersigned has caused these presents to be executed this jLCL_ day of NN-f(Al"ir�, 200g. Signed, sealed and delivered in the presence of: A Z- Pr t Name:�J Print Name: / oti o .w4 STATE OF COUNTY OF ra COMMERCE NATIONAL BANK & TRUST By: Printed ame: Title: �1 �t The foregoing instru ent was acknowledged before me this day of Pf _, 2001_, by / ' ^ '�a who is the e + n of COMMER NATIONAL BANK & TRUST, a He/she [ ff its personally known to me, or [_] has produced as identification. r• RawWMAN Wco"saoo W= �a��T1vuuN li ORLA 405913.1 /2' /11" JJI 'CW;.')A1MJ A4WtJ'*V-- Signature of Notary o ✓, Il.,,09 / /4 -*4..t Name of Notary (Typed, Printed or Stamped) EXHI IT "A" LEGAL DESCRIPTION The East % of the Northeast % of the Northeast % of Section 13, Township 22 South, Range 27 East, Orange County, Florida. Less and Except from the above lands that portion conveyed by Warranty Deed recorded September 26, 1984 in Official Records Book 3558, Page 2077, Public Records Orange County, Florida, being more particularly described as follows: The East 316.00 feet (Less the North 642.00 feet) of the East % of the Northeast Y, of the Northeast % of Section 13, Township 22 South, Range 27 East, Orange County, Florida. 101976357.1 Book9571 /Page2619 CFN#20080039744 Page 3 of 3 EXHIBIT "B" (The "West Orange Commercial Property") The South 11 sera of the Gast 1/2 of the Southeast 1/4 of the Southeut 1/4 of Section 12, Township 22 South, Ranee 27 Eut, (Less N.164.08 fQ t)ranee Comty, Florids. Pared Identification Num6er:12-22-274000-OMI Together with all the tenements, hw0ditament3 and appurtenances thereto belonging or in anywise appertaining• To Have and to Hold, the same in fee simple f0rever- B-1 ORLA_1252671.4 EXHIBIT "C" (The "West Parcel A Property") SKETCH OF DESCRIPTION N P.O.B. NW CORNER, NW 1/4 NOT PLATTED SECTION 7-22-28 NH6'46'36'E &=4' - DESCRIPTION N. LINE, NW 114, SECTION 18-22-28 A PORTION OF THE NORTHWEST 114 OF SECTION 18, TOWNSHIP 22 01 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. v �N BEGIN AT THE NORTHWEST CORNER OF THE NORTHWEST 114 OF 0 3 n' SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, Z N FLORIDA; THENCE RUN N88'46'36'E ALONG THE NORTH LINE OF SAID Zi o U- OC) NORTHWEST 114, A DISTANCE OF 332.24 FEET TO THE WESTERLY a g O " LIMITED ACCESS RIGHT-OF-WAY LINE OF THE WESTERN BELTWAY, STATE ROAD NO. 429 ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY � o Z 0 k o -� U PROJECT NO. 75320-6460-6021603; THENCE RUN THE FOLLOWING THREE COURSES ALONG SAID WESTERLY LIMITED ACCESS RIGHT-OF-WAY N N O� Sy ry 3 N v C\z UNE; (7) S03'36'24'W A DISTANCE OF 914.83 FEET, (2) N88' 16'32'E A DISTANCE OF 38.60 FEET,' (3) S00'34'21'W A DISTANCE OF 369.76 FELT TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF PALM DRIVE,• Oo 4 q THENCE S88' 18'48'W ALONG SAID RIGHT-OF-WAY Zwo NORTH LINE A Q Q DISTANCE OF 302.60 FEET TO THE WEST LINE OF SAID NORTHWEST 114 o T OF SECTION 18, THENCE NOD' 18'50'W ALONG SAID WEST LINE A O� DISTANCE OF 12113.43 FEET TO THE POINT OF BEGINNING. a 01 �N w CONTAINS 387,495 SQUARE FEET OR 8.896 ACRES MORE OR LESS. it toe 3 N UQ - — Lu tim I o �q w3 � 00 30 � � 4 z $094, �R 5 i N NW16'3YE 3&60' C7 a S N ^ w 02n 2�0 U- J . on; A N. RIGHT OF WAY LINE OF PALM DRIVE - — S6d'16 W 302-60 PALM DRIVE THIS SKETCH H IS NOT A BOUNDARY SURVEY. — —ALK )AT 7 —A, — inn, PREPARED FOR: MILTON WEST EXHIBIT "D" (The "West Parcel B Property") SKETCH OF DESCRIPTION NOT PLATED NOT PLATTED OWNER. SAUER AMY PARCEL ID: 12-22-27-0000-00-059 Nw isl.'i2" E 275.37' - N DESCRIPTION NOT PLATTED A PORTION OF THE SOUTHWEST 114 OF OWNER. MOREAU PAUL PARCEL ID: 72-22-27-0000-00-043 SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 Z EAST, ORANGE COUNTY FLORIDA, BEING MORE — N PARTICULARLY DESCRIBED AS FOLLOWS: NOT PLATTED OWNER: APPADU MAHABIR 3 I0) BEGIN AT THE SOUTHWEST CORNER OF THE PARCEL 10: 12-22-27-0000-00-047 2 SOUTHWEST 114 OF SECTION 7, TOWNSHIP 22 — LL o o SOUTH, RANGE 28 EAST, THENCE RUN FI o N00' 18'20'W ALONG THE WEST LINE OF SAID NOT PLATTED OWNER: LOVE NICHOLAS D tl N = SOUTHWEST 114 A DISTANCE OF 2094.00 FEET' PARCEL ID: 12-22-27-0000-00-048 N L THENCE N88' 16'32"E A DISTANCE OF 275.37 N Q FEET TO THE WESTERLY LIMITED ACCESS Ln RIGHT-OF-WAY LINE OF THE WESTERN BELTWAY, NOT PLATTED 4i Z W v STATE ROAD NO. 429 ORLANDO-ORANGE OWNER: SHORE MARY 2 o Q < q COUNTY EXPRESSWAY AUTHORITY PROJECT NO. PARCEL ID:. 12-22-27-0000-00-049 75320-6460-6021603, THENCE S01-43.28"E U 3 ( W W O ALONG SAID LIMITED ACCESS RIGHT-OF-WAY — I-- ca LINE A DISTANCE OF 2096.22 FEET TO THE :S Z SOUTH LINE OF SAID SOUTHWEST 114 OF CE Cy o SECTION 7. THENCE S88'46'36"W, ALONG SAID g ti SOUTH LINE, A DISTANCE OF 327.24 FEET TO W 3 THE POINT OF BEGINNING. y m CONTAINS 631,195 SQUARE FEET OR 14.490 NOT PLATTED 3 3 0 ( ACRES MORE OR LESS. OWNER: SHOWERS OF GRACE EVANGELICAL CHRISTIAN MISSION INC o PARCEL ID: 12-12-27-0000-00-034 00 N • o NOT PLATTED OWNER: CARTER DAVID 0 w PARCEL ID: 12-22-27-0000-00-081 NOT PLATTED OWNER. MENKE CYNTHIA A PARCEL ID. 12-22-27-0000-00-031 P.O.B. SW CORNER, SW 114 SECTION 7-22-28 S. LINE, SW 114 SECTION 7-22-28 THIS SKETCH IS NOT A BOUNDARY SURVEY. - 11 " PREPARED FOR: MILTON WEST E: 200' TABLE OF CONTENTS FINAL SITE & SUBDIVISION PLAN fo OCOEE, FLOR"IDA PARCEL ID No. #7-22-28REMAINDER #12-22-27PARCEL31 #13-22-27PARCEL016 LEGAL OESCRIPRON mroiom[ nD-w,a --nazovx- E ARCEL9S, FASEMEMAND EACEVDONS ,¢w .. �+ SRE I: PARCEL 16 ,Lvun[D :oxlw.'+rtvmn RP::w W,4 a,vm roevzN',. YcsEfrtasuvrtE aAss.. a[a unr,4,Ov u+coDR 30i SLIro+,;�D •n�,c[ru..u�a��rimusimnunm:++¢zA Es, 43r,rveow3.roa.vwEi,sl norart. .1 ,o, [v.,¢iA„iois As is ��^ EI , ¢ E : i s}+�Nwa��^�vac1¢3iiL AiE3 PMCEl31 w'tnh,Ra- el ¢E,DrY65m:a,[D 4,n[mU mD D..AACC aDEEm"nm Io 11m im,i.iwE,s,n.lmn'[a4'SN°D e¢Durwar,,,,mE xeo°e [a3; PAr.[3L2 ,o„ tn,+;[i[rnrti[L.0 Ar„fi,4Af muDnS: na,[D.ao:.wA.'fl aD[s[ T'21aua,si Pmm+[xrsroD[e:ni Izm',cwsN°us�.mrst°Dwzrl 1R ,/ ,I �rtEi PA CE39 I r .� Ins¢vlz[, D¢[rzu;..E m, d 350f6Fs. nn, [mvm Di°va.f_[, tr,L1P Cs„v...[v,E lmS,fE.T wA[¢malrtx na ai °Um'v<ntsnsu,¢�LL16HGi i„ m, artR"ss,ai[ SrtE3 31, FAS tEtf(AN G PIMI ARCHITECT: i m a u40 6iTM''"'m U°OF ¢roD,D,aa>uv '4 C4 ARCHITECTURE o< emu R� D SD u o R a. iA D a _ col °[o ,¢Tu<DE:<EIz "'`m momnroo woaM ,s' sD l+/�Maroy [,D3Doartrw,«,[� 135 WEST CENTRAL BLVD., SUITE 340 ORLANDO, FLORIDA 32801 m P 6,43s 4 ,fiaDwt< t„u ,D=FD,�1 ua aEe,Dr� CONTACT: STEVE FRITZ PHONE: 407-363-6136 u , Ia1xuD �Afff.Is 11 11 CSTRANAHAN@C4ARCHITECTURE.COM A a wars o u , aD ° ' T, D �� n owal iazto Ace ai,IroxrAssxa Easn,m,sroawa.l .. wzxzmzm eaEO"Dza,m, r:u ,¢I[mruvsnnjzn D SURVEYORS: u R DEaA^ sR,e,,av his»�wre ' t� � ACCURIGHT SURVEYS OF ORLANDO INC. a ,3z e.� i3¢Imrcru,Y:xonuvumsromrzra' s.m , o ,�zu rwc3,oL ia..,usxoEnsee¢A,sromncvi ica.,.usnD..,ffi.or,�ram,[iim"a m,on mt"s, v,i�¢,s 2012 E. ROBINSON STREET ORLANDO, FLORIDA 32803 CONTACT: TOM KILGORE PHONE: 407-894-6314 TOM@ACCU RIGHTSURVEYS. NET THE FOLLOWING PROPOSED FACILITIES SHOWN ON THE DEVELOPMENT PLANS ARE FOR REFERENCE PURPOSES ONLY AND EACH SHALL REQUIRE A SEPARATE BUILDING PERMIT, THE LANDSCAPE ARCHITECT: LIST INCLUDES, BUT IS NOT LIMITED TO: PROPOSED BUILDINGS, DOBSON'S WOODS & WATER, INC. SANITARY LIFT STATIONS, LIGHT FIXTURES (POLES) THATARE 851 MAGUIRE ROAD INDEPENDENT FROM ANY BUILDING STRUCTURE, FENCES, 34761 GATES, MONUMENT SIGNS, DUMPSTER ENCLOSURES, AND OCOEE, FLORIDA CONTACT: JAKE 34761OLEMN RETAINING WALLS THAT EXCEED THREE (3) FEET IN HEIGHT. PHONE: 407-841-0030 FAX: 407-843-7546 JAKE@DOBSONSWW.COM GEOTECHNICAL: ® o ECS FLORIDA, LLC 2815 DIRECTORS ROW, SUITE 500 ORLANDO, FLORIDA 32809 CONTACT: ROBERT C. MIXON Know what's below. PHONE: 407-859-8378 Call before you dig. FAX: 407-859-9599 FL STATUE 553.851 (1979) REWIRES OF 2 DAYS ANDRMIXSON@ECSLIMITED.COM MIN*NOTICEBE ORE Y UAEX AVATE.A YS ENVIRONMENTAL; PREPARED FOR. BIO-TECH CONSULTING, INC. 202 EAST ROBINSON STREET ORLANDO, FLORIDA 32803 CONTACT: JOHN MIKLOS PHONE: 407-894-5969 PARK 429, LLUO. JOHN@BIO-TECHCONSULTING.COM 0 PER An ENGINEER / PLANNER: DAVE SCHMITT ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD SUITE 241. ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 CONTACTS: DAVE SCHMITT, P.E. DSEMAI LBOX@DSEORL.COM DEVELOPER/OWNER: PARK 429, LLC 100 S. ORANGE AVE. SUITE 500 ORLANDO, FL 23801 407-930-1801 FAX 407-930-0799 CONTACT: WILSON MCDOWELL W ILSON.MCDOW ELL@C ITEPARTNERS.COM 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 Sheet Number Sheet Title 01 COVER SHEET 02 CONDITIONS OF APPROVAL 03 EXISTING CONDITIONS PLAN 04 EXISTING CONDITIONS PLAN 05 GENERAL NOTES 06 SWPPP NOTES 07 EROSION CONTROL PLAN 08 EROSION CONTROL DETAILS 09 OVERALL SITE PLAN 0 09-A OVERALL SUBDIVISION SITE PLAN 10 SITE PLAN BUILDINGS 1 & 3 11 SITE PLAN BLDGS 2,4 & 5 12 GRADING PLAN BLDGS 1 & 3 13 GRADING PLAN BLDGS 2 & 4 14 GRADING PLAN BLDG 5 & PONDS 15 UTILITY PLAN BLDGS 1 & 3 16 UTILITY PLAN BLDGS 2 4 & 5 17 FIRE TRUCK ROUTING PLAN 18 SIGNING & STRIPING PLAN 19 CROSS SECTIONS 20 OFFSITE IMPROVEMENTS GEOMETRY AND STRIPING 21 OFFSITE IMPROVEMENTS GRADING AND DRAINAGE 22 PAVING DETAILS 23 DRAINAGE DETAILS 24 OCOEE WATER DETAILS 25 OCOEE SANITARY DETAILS 26 OCOEE TRENCHING DETAILS I T I I 27-A LIFT STATION DETAILS 28 MAINTENANCE OF TRAFFIC LANDSCAPE PLANS BY OTHERS = 1 MILE 112 I SITE LOCATION DAVE IA SCHMrrT FLORIDA REG. W.— DAVE SCHMITT 4B274 ENGINEERING, INC. 12301 LAKE UNDERHILL RD. SUITE 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization 427471 DATE: OCTOBER 2016 JOB NO.: CP2 SHEET: 01 OF 28 CONDITIONS OF APPROVAL It. Parking for individual lots shall be provided in accordance with the Land Development granted to remove a tree if the Owner has failed to take reasonable measures to preserve 1. The Association shall own and maintain all common areas. Code. the trees on site. 2. All declaration of covenants and restrictions affecting the property shall include 12. Each fire hydrant shall be painted OSHA yellow in color and a blue reflective marker 6. The final grading plan will preserve existing grades on individual lots and tracts the following provisions: Section A. Generxl shall be affixed to the street in the center ofthe lane closest to each hydrant. containing protected trees as much as possible. I. Provision allowing the City to levy, collect, and enforce assessments for I. The City of Ocoee, Florida (Ihe "City") is subject to the ten,,,, provisions and restrictions 13. The Owner of each tract shall be responsible for installing muse lines along with the 7. All landscape areas will be irrigated and have an automatic lain sensor, maintenance of common areas if the Association fails to do so or fails to maintain of Florida Statutes, Chapter 163, concerning moratoria on the issuance of building other subdivision infrastructure. At such time as reuse water is available to the property, assessments at a level allowing for adequate maintenance. pemdL% under certain circumstances. Tire City has no lawful authority to exempt any the Owner shall be responsible for connection to the reuse system lines. private entity or itself from the application of such stale legislation and nothing herein if. Provision granting the City the right, but not the obligation, to maintain all shall be mnstmed as such an exemption. 14. Pursuant to the Land Development Code, all subdivision signage must be consistent with Scene. C. EasementsJUdlilfes common areas should the Association fail to do so after notice from the City. To the the legally assigned name ofthe subdivision. Any subsequent chance to the name ofthe extent that the City undertakes such action, the City shall be entitled to reimbursement 2. This project shall be developed in one (I) phase. subdivision must be approved by the City Commission ofthe City. 1. All cross access, utility and drainage easements shall be provided prior to .,.it the from the Association and shall be entitled to require the Association to levy assessments time of planing. far the purposes of paying such reimbursement. 3. Each phase of the project will standon its own with inspect to public services (sewer, 15. To the extent the Land Use Plan and these Conditions of Approval conflict with the Land water, sronowater management, access and other relnted services). Development Code, the provisions ofthe land Use Plan and these Conditions of Approval 2. All utilities to be placed within the ten rout (10') easement along the font of each III. Provisions granting the City the right, but not the obligation, to shall control. lot will be placed artrmtd existing protected Imes to he preserved. maintain/repair the summoner management system for the property (the "SWMS') and 4. Except as specifically noted on this plan, development of the property shall be consistent obtain reimbursement from the Association, or from the Owner if (a) turnover of control whit the requirements of tire City of Ocoee Cade of Ordinances (the "Code'), which 16. Intentionally Deleted 3. All utilities including electrical, cable, TV, and telephone and including ma -site ofthe members has not occurred; or (b) ff the Owner is still responsible for maintenance Code includes Chapter IRO, the City of Ocoee Land Development Code (the "Land existing overhead wims shall be placed underground. ofthe SWMS. Development Code"). 4. Unless otherwise noted, a five foot (5') utility and drainage easement will be iv. Provision providing that the SWMS will be transferred to a responsible 5. Nothing herein shall be constad! to waive any provision ofthe land Development Code Seen.. B. Trees platted alone all side let lines and ten real (10') utility, drainage and sidewalk easement operatfonlmaintenanec entity acceptable to the City in the event of dissolution and that if except to the extent expressly set forth on a waiver table or explicitly set out on the plan. adjacent to the street right-oYveays. Sidewalks will only be placed in this casement if dissolution occurs without such approval then the City may continue to levy and collect I. Existing trees eight feet IS') or larger (other than citrus Imes or'tmsh" trees) necessary to ran them around existing protected bees to be preserved. assessments and impose liens with respect thereto notwithstanding the dissolution ofthe 6. Any damage caused to any public streets as a result ofthe construction activities related located along proposed locations ofbufferwalis orroad right-of-way lines will be preserved if at Association. lu the project shall be promptly repaimd by lire Owner to tire applicable governmental all possible; the buffer walls and wads will be designed around those trees to incorporate them 5. All drainage, utility and maintenance easements shall be for the benefit of the standards al the Owner's sole oust and expense. into required landscape buffers and as street Imes Association. The land burdened by such casements shall be owned by the individual lot v. Provision that the Association shall at all times be in good standing with or tract owners. the Florida Secretary of State. 7. Them shall be no access from the property to any public streets except at the approved 2. The existing grades on individual lots containing protected trees will be locations shown on the approved Final Subdivision PI=Xinul Site Plan. maintained as much as possible to preserve existing protected trees. For lots or tracts containing 6. Drainage easements between lots and tracts arc shown for location only. Final vi, Provision that at the time of turnover of control of the Association to the protected trees, them will be no grading or other construction on the same except as specified in easement dimensions will be shown on the Final Subdivision PlaufFinal Site Plan and members, the declarant shall deliver to the new board of directors the maintenance plan S. All existing structures (including buildings, power lines, existing aerial and utility the approved Final Subdivision Plum/Final Site Plan, until building permits are issued for those will be sized to meet City requirements. for the SWMS accompanied by an engineer's certification that the SWMS is functioning facilities) will be removed and/or terminated prior to or during construction of the IoWtaas. in accordance with all approved plans and permits. To the extent that any such it I meat re lacing those uses. © 7. A perpetual, non-esdusive access easement over all internal roadways and other engineers report indicates any corrective action is required, that declarant shall be 3. Removal of existing protected Imes will be limited to clearing road right -or -way paved auras is hereby granted in favor ofthe City and other applicable authorities for law required to diligently undertake such corrective action at the dedaranPs expense and to 9. Development of this property is subject to that certain Development and retention areas as detailed in the Final Subdivision Plan/Final Site Plan. All existing enforcement, fire and other emergency services. The City may require that the owner post a cash bond with the Association for the estimated costs of such corrective action. Agreement dated as reorder in Offtefal Records Dook_, Page _, protected trees on individual lots and turva will be evaluated at Ihe Ifine of site plan execute an casement in recordable (arm with respect to the foregoing. Public Records ofOmnge County, Florida. review for that lot or tact, to determine whether or not each two needs to be removed. vii. Provision that no property owned by the City or any other governmental g. An emergency access easement to the retention ponds and over all drainage entity shall be subject to assessments levied by the Association. 10. All legal Instruments including, but not limited to (I) declarations of covenants, 4. In order to ensure that as many existing Imes as possible will be preserved, all casements shown hereon is hereby granted so the City for emergency maintenance easements and restrictions for the property; (ill articles of incorporation and bylaws ofthe road rights -of -way and retention areas will be flagged for review by the City prior to any purposes. The emergency access easement will not impose any obligation, burden, wiii. Provision that any amendment to any provision affecting the City or property owners' association (the "Association"); and (iii) wararuy deeds, casements tree removal. No clearing permits will be issued for site work or building construction responsibility of liability upon the City to enter upon the property it does not own or lake SWMS requires the consent of the City in an instmntent recorded with the amendment. and bill of sale documents to the Association, the City, the County and/or the St Johns until the trees to be preserved have been clearly marked with tree protection barriers. any action to repair or maintain the drainage system on the property. River Water Management District ("SJR\\'PiD") shall be provided to the City for review 3. All hers that are to be owned and maintained by the Association shall be and approval prior to planing all ore portion ofthe property. S. No person shall undertake land clearing or the removal of any protected trees conveyed to the Association by warranty deed at the time orpiatting. A special warranty without first obtaining a permit from the Building Department. The removal ofprotmted deed is peurdmible if ammurranfed by a title insurance policy to the Association. trees shall be minimized to the maximum extent possible and no authorization shall be Section D. Association 2 3 4 5. Notwithstanding the conveyance or the retention ponds to the Association or any 4. At the time of submittal of the first Preliminary Subdivision Plan or Site Plan Section K. Wekfva Slade Area provision to the contrary contained in these Conditions of Approval, the Owner shall review for the property, the Owner will map thejurisdictional wetland line on the site and Section E. Streets remain responsible for the maintenance ofthe SWMS, including all mlention ponds, until establish a twenty -fire foot (25') upland buffer from that Ifine. Depending on the results, 1. For development or redevelopment of property located outside the Ocoee such time as: the City may also require a Conservation and Drainage Easement over any wetlands or Community Redevelopment Area (CRA) but within the Wekfva Study Area ("WSA") i. Final street naming will be coordinated through the City Building Department at adjoining conservation area. The usable area of the site will be reduced by this acreage Boundary, and with the exception of a single-family home on an existing lot, those the time of final plat submittal. I. the entire SWMS for the project is constructed and the appropriate and all development criteria will be reduced proportionately. Prior to or at the time of portions of properties that contain at least one (1) of the three (3) following resources: (I) Certificate of Completion is issued by both the City and the SJRWMD; development of any portion of the property, if a Conservation and Drainage Easement is most effective recharge arms, hi) karst features, or (iii) sensitive natural habitats 2. [If public streets] All internal roads within the project will be dedicated to the required, lire Owner shall c-ey to the City (he Cut. -am. sort Drainage Easement, including Long Leaf Pine, Sand Hill, Xcric Oak Serra, or Sand Pine Scrub vegetative public at the time ofplatting unless otherwise noted. ii. the retention ponds intended to be conveyed to the Association have in f is fain orw•hich slmll be approved by the City prior to the conveyance. communities, ore be subject to a minimum thirty-five percent (35%) Wekfva Open Space fact been conveyed to the Association; requirement. Intentionally Deleted iii. the Association is designated as the maintenance entity on the records of 2. Open Space required to be preserved within the WSA boundary is defined as: any 3. [if public roads] Street lights, security lights and lighting for common areas the SJRWMD and all transfer records required by the SJRWMD have been executed and Section H. Commercial Projects portion of a parcel or area of land that remains undeveloped, or minimally developed, meeting current Land Development Code requirements shall be installed by the Owner accepted by SJRNTID; such as lards and boardwalks as art or a natural resource lion area. p' preserve or ),urea prior to Certificate of Completion at the Owner's expense. If upgraded street lights are P P Ire P8a 6h s 1. All commercial lots will be a minimum atone (1) acre in size. stonnwaler refection areas That follow Best Management Practices (1312,11's), upland buffer installed, the Owner and the Association will he required to complete and execute a City iv. the City has been provided with a copy of the Owner's proposed retention swales (per policy 7.7.3), naturally vegetated areas, and tracts for pedestrian of Ocoee Owners and Homeowners Association Agreement for Upgraded Street Lights maintenance plan with respect to the SWMS; and 2. All commercial lot uses shall conform to the Master Arehilectuml, Signage, connections. Such designated open space excludes waterbodies, lots, street rights ofway, with the Owner and the Association being responsible for operating costs for the Lighting and Landscape Package Plans, which will be provided when the first parking lots, impervious surfaces and active reemalfon areas including golf courses. All difference between standard street lights and the upgraded street lights. v. the City has been provided with a written statement from the Association commercial lot is developed and which wfll be subject to approval ofthe City. Wekfva Open Space Areas shall be restricted to prohibit use of fertilizer and chemical aclamelcdging receipt of the Owner's proposed maintenance plan with respect to the applications, but may permit mechanical methods for routine maintenance. Rule 9J- IntentionallyDeleted SWMS and that the Association is responsible for the maintenance ofthe S\VMS' 5.003(84), F.A.C. [Wekfva Parkway and Protection Act(WPPA): Ch. 369.321(3), F.S.] 4. Intentionally Deleted 6. All common area Improvements including entry features, walls, landscaping and Section L Sinele-Family Residential Protects 3. Naturally vegetated swales are required to be placed within the upland buffers 5. The Owner shall cnnstmct appropriate milts cuts to enable construction of amps sidewalks along all roads, as well as landscaping around the retention pond tracts and any lift station tact shall be completed prior to issuance of the Certificate of Completion for 1. Intentionally Deleted ,surrounding takes or wetlands. The purpose of these swales is to Improve the water at all rigla-f- say Intersections (and other areas as reasonably required) in order to those corresponding phases. quality o f the stomrwater runoff and ensure that the swvale fills and exfiltrates into the aril accommodate access to .afdevvelks and stress for persons who am in wheelchairs and 2. Intentionally Deleted w that there is no sheet flow into the lake or wetland. This method of water quality other persons who are physically challenged. Sidewalks abutting each platted tot or net improvement shall mimic the absorption and pollutant removal abilities of a natural low shall be constructed at the time of development of the lot or tract. When sidewalks are spot in the topography and must follow accepted Best Management Practices (BMPs). constructed on comer lots at certain locations, the sidewalks will be extended to the curb Section G. WetImils/100 Year Flood Plain 0 Slonnwater runoff from developed lands adjoining wetlands, lakes and/or floo /plain and Ihe appmprfate romps will Ih,n be constructed. Sidewalks adjacent to common areas Seelfun J. Townhurne Prefects cocas shall be diverted towards swales, hold the mnof, , and then allow it to slowly mleam shall be constructed at the time orpetrament construction of adjacent common areas. 1. All finished floor elevations will exceed the 100-year flood plain for the adjacent into the soil column. [Wekfva Parkway and Protection Act (WPPA): Ch. 369.321(3), water body or Ihe project's storm water management system by n minimum of tiro feet 1. Intentionally Deleted F.S.] (2 ) 2. Infentlonally Deleted Sexton L. R'est Ornnee Trail Section F. Stormwater Management Svstern 2. The Ownershall comply with all requirements ofthe City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any 3Intentionally Deleted . nanonxyeee I. Intentionally Deleted Q I. All retention ponds will be unfenced with marfmum 5:f side slopes into she pond. disturbance, siltation, or other construction below the natural wetland tins- Further, the areas below the natural wetland lines shall be fenced off (and silt fences shall be 4. Intentionally Deleted Additional Conditions of Approval 2. The development of this project will incorporate the stonmwater needs of all installed) during construction activities immediately adjacent to the wetlands, in order to 5. Intentionall • Deleted public roads within the project. minimize disturbances of the wetlands during construction. y Final Derlopme a Orders a der the may ur issued only upon t finding by the City ihal the infastmeture addressed under the Concurrency Management System shall be 3. All building setbacks from all retention arcs shall be fifien feet (15') feet treat 3. Wetland and existing surface water impact for this property is regulated by available concurrent with the impacts ofthe development. (he top ofthe bank. SJRWMD and the Florida Department of Environmental Protection. General or individual permits arc required from these agencies prior to commencement of • Approval ofthe PUD Land Use Plan does not authorize commencement ofdevelopment, 4. Unless otherwise specifically provided for, the SWMS, including all pipes, inlets, construction. expansion, or other modifications m the site. Any such development will require a Find manholes, structures and retention ponds, will be owned, operated and maintained by the Site Plan Approval puoumtl to the City ofO-ce Land Development Code. Association. 5 6 7 R DAVE SC TT oavrnRACTOR'ASBUa-TS^ REVISIONS=PER DAVE M. SCHMITT CONDITIONS OF APPROVAL DATE: OCTOBER 2016 DATE BY DESCRIPTION DATE BY PROJECT NO.: CP2 ENGINEERING INC. Ihm6reta!afalthe=s^ ,few ftcrW*dWxebytbevea�erlstedb0-1,oranr�aae� y FLORIDA REG. NUMBER 46274 DRAWN BY: CPN CHECKED BY: DMS Under ll Road 12301 Lake Underhill Road Butte 241 d;adsam,hier haverewderred mesa^nsas75•crabd-momtotemoengk-Mr, m)laoatedge erw,xtot vasat,curm trutad'ms statea,eatis based wo eb obscoaaom of ma waswdor THE PARK AT429 OR 8 L12.-05-�16PNJREVISE SCALE: NTS 407-207-9088 FAX 407-207-9089 contactor Eginar col wa<dwm,mn cm e'gaawu cod ma orig3w,.;.dseal era Flodaa Rayr.!oed as--, OCOEE, FLORIDA Certification of Authorization#27471 SHEET: 02 OF 28 PER FIRST AMERICAN TITLE INSURANCE COMPANY'S COMMITMENT NUMBER: 2037-3490433, EFFECTIVE DECEMBER 22, 2015, AS FOLLOWS: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF FLORIDA, AND 15 DESCRIBED AS FOLLOWS: THE EAST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 13, TOWNSHIP 22 SOUTH, RANGE 27 EAST, ORANGE COUNTY, FLORIDA. LESS AND EXCEPT FROM THE ABOVE LANDS THAT PORTION CONVEYED BY WARRANTY DEED RECORDED SEPTEMBER 26, 19941N OFFICIAL RECORDS BOOK 3558, PAGE 2077, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE EAST 316.0 FEET (LESSTHE NORTH 642.0 FEET) OFTHE EAST 1/2 OFTHE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 13, TOWNSHIP 22 SOUTH, RANGE 27 EAST, ORANGE COUNTY, FLORIDA. LESS ROAD RIGHT OF WAY ON WEST AND SOUTH CONTAINS 610,558 SQUARE FEET OR 14.017 ACRES MORE OR LESS SITE 1: PARCEL 16, EASEMENT AND EXCEPTIONS 9. ORANGE COUNTY/PRIMA VISTA UTILITY COMPANY, INC. SEWER SERVICE TERRITORIAL AGREEMENT RECORDED TUNE 10, 1987 IN BOOK 3894, PAGE 1363; FIRST AMENDMENT RECORDED FEBRUARY 23, 19941N BOOK 4702, PAGE 2589; SECOND AMENDMENT RECORDED DECEMBER 7, 19991N BOOK 5896, PAGE 3531; AND THIRD AMENDMENT RECORDED JANUARY 11, 2002 IN BOOK 6432, PAGE 2130. (CONTAINS NO EASEMENTS TO DEPICT.) 10. ORANGE COUNTY/CITY OF OCOEE WATER SERVICE TERRITORIAL AGREEMENT RECORDED NOVEMBER23, 19881N BOOK 4034, PAGE 291 AND RECORDED AUGUST 1, 19891N BOOK 4102, PAGE 367; FIRST AMENDMENT RECORDED FEBRUARY 23, 1994 1 NBOOK4702, PAGE 2576; AND SECOND AMENDMENT RECORDED JANUARY 11, 2002 IN BOOK 6432, PAGE 2116. (CONTAINS NO EASEMENTS TO DEPICT.) 11. PRE -ANNEXATION AGREEMENT BY AND BETWEEN BKI CROWN POINT ROAD ASSOCIATES, LLC, WEST ORANGE COMMERCIAL PROPERTIES, LLC, T. MILTON WEST AND SCOTT WEST (OWNERS) AND THE CITY OF OCOEE, A FLORIDA MUNICIPAL CORPORATION RECORDED DECEMBER 18, 2008 IN BOOK 9978, PAGE 947 AND RERECORDED MARCH 16, 20101N BOOK 10015, PAGE 7579. (CONTAINS NO EASEMENTS TO DEPICT.) LEGAL DESCRIPTION SITE 2 - PARCEL 9S PER FIRST AMERICAN TITLE INSURANCE COMPANY'S COMMITMENT NUMBER 2037-3501695, EFFECTIVE FEBRUARY 4, 2016, AS FOLLOWS: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF FLORIDA, AND IS DESCRIBED AS FOLLOWS: A PORTION OFTHE SOUTHWEST 1/4 OF SECTION 7 AND THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OFTHE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN N.00-18'20' W. ALONG THE WEST LINE OF THE SOUTHWEST 114 A DISTANCE OF 2094.00 FEET; THENCE N.88'16'32"E. A DISTANCE OF 275.37 FEET TO THE WESTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF THE WESTERN BELTWAY, STATE ROAD NO. 429, ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY PROJECT NO. 75320-6460-602/603; THENCE RUN THE FOLLOWING 5 COURSES ALONG SAID LIMITED ACCESS RIGHT-OF-WAY LINE: (1) S.DI'43'28'E.A DISTANCE OF 2096.22 FEET; (2) N.88-4V36-E. A DISTANCE OF 5.00 FEET; (3) THENCE S.03'36'24"W. A DISTANCE OF 914.83 FEET; (4) THENCE N.88'16'32"E. A DISTANCE OF 38.50 FEET; (5) S.00'34'21'W. A DISTANCE OF 369.76 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF PALM DRIVE; THENCE 5.88'18'48"W. ALONG SAID NORTH RIGHT-OF-WAY LINE A DISTANCE OF 302.60 FEETTO THE WEST LINE OF THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE N.00'18'50°W. ALONG SAID WEST LINE A DISTANCE OF 1283.43 FEET TO THE POINT OF BEGINNING. CONTAINS 1,018,680 SQUARE FEET OR 23.386 ACRES MORE OR LESS. SITE 2 - PARCEL 95, EASEMENT AND EXCEPTIONS 9. ORANGE COUNTY/PRIMA VISTA UTILITY COMPANY, INC. SEWER SERVICE TERRITORIAL AGREEMENT RECORDEDJUNE 10, 1987 IN BOOK 3894, PAGE 1363; FIRST AMENDMENT RECORDED FEBRUARY 23,1994IN BOOK 4702, PAGE 2589; SECOND AMENDMENT RECORDED DECEMBER 7,1999IN BOOK 5896, PAGE 3531; AND THIRD AMENDMENT RECORDED JANUARY 11, 2002 IN BOOK 6432, PAGE 2130. (CONTAINS NO EASEMENTS TO DEPICT. ) SO, ORANGE COUNTY/CITY OF OCOEE WATER SERVICE TERRITORIAL AGREEMENT, CONTRACT NO- W-88-O6 RECORDED NOVEMBER 23, 19981N BOOK 4034, PAGE 291 AND RECORDED AUGUST 1, 1989 IN BOOK 4102, PAGE 367; FIRST AMENDMENT RECORDED FEBRUARY 23, 1994 IN BOOK 4702, PAGE 2576; AND SECOND AMENDMENT RECORDED JANUARY 11, 2002 IN BOOK 6432, PAGE 2116, (CONTAINS NO EASEMENTS TO DEPICT.) 11. RIGHTS OF ACCESS TO AND FROM STATE ROAD 429 (WESTERN EXPRESSWAY) AND RIGHTS OF INGRESS, EGRESS, LIGHT, AIR OR VIEW ON, ACROSS OR OVER STATE ROAD 429 (WESTERN EXPRESSWAY) AND BETWEEN STATE ROAD 429 (WESTERN EXPRESSWAY) AND THE PROPERTY ARE RESERVED IN SPECIAL WARRANTY DEED FROM ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY RECORDED JULY 19, 20061N BOOK 8761, PAGE 1498, (CONTAINS NO EASEMENTS TO DEPICT.) 12. AUTOMATIC PHOSPHATES, METALS, MINERALS AND PETROLEUM RESERVATIONS BY VIRTUE OF SECTION 270.11(1), F.S. AS TO THE PORTION OF THE SUBJECT PROPERTY DESCRIBED IN SPECIAL WARRANTY DEED RECORDED JULY 19, 20061N BOOK 8761, PAGE 1498. (NOTE: THE COMPANY MAY CONSIDER DELETING THIS EXCEPTION AFTER PRODUCTION OF A SATISFACTORY RELEASE OF THE MINERAL RIGHTS TO BE RECORDED IN THE PUBLIC RECORDS OR ALTERNATIVELY AFTER REVIEW AND APPROVAL OF PROOF THAT SUCH RIGHTS WERE NOT RESERVED OR RETAINED BY THE AGENCY OR REQUIRED TO BE RESERVED BY THE ENABLING STATUTE OF THE AGENCY) (CONTAINS NO EASEMENTS TO DEPICT.) 13. PRE -ANNEXATION AGREEMENT RECORDED DECEMBER 18, 20091N BOOK 9978, PAGE 947 AND RERECORDED MARCH 16, 20101N BOOK 10015, PAGE 7579. (CONTAINS NO EASEMENTS TO DEPICT.) 14. DEVELOPMENT AGREEMENT AND DECLARATION OF RESTRICTIONS RECORDED MAY 9, 2011 IN BOOK 10211, PAGE 1201. (CONTAINS NO EASEMENTS TO DEPICT.) 15. ORDINANCE 2011-006 OF THE CITY OF OCOEE, FLORIDA, CHANGING THE ZONING CLASSIFICATION RECORDED MAY 16, 2011 IN BOOK 10214, PAGE 3381. (CONTAINS NO EASEMENTS TO DEPICT ) LEGEND s e°nw.IN eartt ec a7 � %F-i�nulm as anurdxBzxomx,'anEPSF a% aa-P.wHrDFw.r P'�.-tvFNrta ® �uE�Fxx� ® � uv secrr«E ® .euRrAmeu�aroLE _ .sn,xrnBfwoaErn u°mr su�'E FNA aPAVEm �A rut nttWLD:fiOrELLYn, W VaED Ff�uzauacGii� An°x R �� r�wnzrl .sr°a!•+/Lxwsl wrt bFH -FIRE HVWc44F'RE tt, x:Gflne�-Wfi¢FW4 OD nEO CDBNEa Pt " ,_ IXUd E+MMDFE - x E iWER DPtK'U6lE OW - GI �.41,h%'iFRtE � Wrt lExHFAD tt'VU YHD',e mRt1PAET r PCN .PoertoFN A� ° 4 a in,xaFEiFn Gurwa FEa wGr. s aiF�rz o. vvn : N iED atErnl FnE F NG _ -PAG ��E F no -tt.1 �P Tnz'zss�E.EN�wxrnOrl sox zvEmEuvnixDR - Enrvia eicn:4�;e noFxsGnueox ,urt urt,wF i vuis�Gf _ osM :zxcD[scwBN.EAsaED w A&uzni,o srvEss '# Pac FDvraesvia ,�mA _D�zwx'rcvAFur OES< -RGMPDtE FSM NmEMAPF°'N ODFE3:Cf ® — A PVSnC i.EN4U.CY wz rta VAtvE - + - THIS SURVEY MEETS THE "STANDARDS OF TAr1d�, §- PRACTICE" AS REQUIRED BY CHAPTER 51-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO URIGHTSECTION 472.0270F THE FLORIDA STATUTES. AF�I, k F' J III, -A, ,E -/ aer, '#OTVAUD MITIOERTHE SIG14ATURE AND THE ORIGIML RAISED PW FNI:(Sw):i e, q, i4 SE AL OFTHIS FLORIDA LICENSE➢SURVEYOR ANO MAPPER.° SITE 3 - PARCEL 31 PER FIRST AMERICAN TITLE INSURANCE COMPANY'S COMMITMENT NUMBER 2037-3510842, EFFECTIVE FEBRUARY 12, 2016, AS FOLLOWS: THE LAND REFERRED TO HEREIN BELOW 15 SITUATED IN THE COUNTY OF ORANGE, STATE OF FLORIDA, AND IS DESCRIBED AS FOLLOWS: THE SOUTH 11 ACRES OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 22 SOUTH, RANGE 27 EAST, (LESS N. 164.08 FT), ORANGE COUNTY, FLORIDA. CONTAINS 354,762 SQUARE FEET OR 8.144 ACRES MORE OR LESS SITE 3 - PARCEL 31, EASEMENT AND EXCEPTIONS 9. RIGHT-OF-WAY AGREEMENT BY AND BETWEEN J.C. MOONEY AND ZIPPORAH H. MOONEY, HIS WIFE AND THE COUNTY OF ORANGE, STATE OF FLORIDA RECORDED JUNE 26,1970 IN BOOK 1959, PAGE 190. (iris NOTION, NOR DOES ITTOUCH, THE SURVEYED PROPERTY.) 10. ORANGE COUNTY/PRIMA VISTA UTILITY COMPANY, INC. SEWER SERVICE TERRITORIAL AGREEMENT RECORDED JUNE 10, 1987 IN BOOK 3894, PAGE 1363; FIRST AMENDMENT FEBRUARY 23, 1994 IN BOOK 4702, PAGE 2589. (CONTAINS NO EASEMENTS TO DEPICT.) 11. ORANGE COUNTY/CITY OF OCOEE WATER SERVICE TERRITORIAL AGREEMENT RECORDED NOVEMBER 23, 19981N BOOK 4034, PAGE 291; FIRSTAMENDMENT RECORDED FEBRUARY 23,1994 IN BOOK 4702, PAGE 2576. (CONTAINS NO EASEMENTS TO DEPICT.) 12. PRE -ANNEXATION AGREEMENT BY AND AMONG BKI CROWN POINT ROAD ASSOCIATES, LLC, WEST ORANGE COMMERCIAL PROPERTIES, LLC, T. MILTON WEST AND SCOTT WEST AND THE CITY OF OCOEE RECORDED DECEMBER 18, 20091N BOOK 9978, PAGE 947 AND RE -RECORDED MARCH 16, 20101N BOOK 10015, PAGE 7579. (CONTAINS NO EASEMENTS TO DEPICT.) PLAT OF SURVEY NOTES 1. BEARING STRUCTURE IS BASED ON THE MONUMENTED WEST LINE, NORTHWEST 1/4, SECTION 18 BEING 1400'18'50'W (PER GESCRIPNOR). 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT OR CLIENT'S REPRESENTATIVE. 3. THIS SURVEY WAS MADE ON THE GROUND. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION 11S LOCFAEU E" _ VWINE UTILITIES LGCAT€N. SERVICE TICKET NU.0475C 19 l NI CA7619567 AND EXISTING DRAW INGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANTTHAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 4. THIS BUILDING/LOT LIES IN ZONE °X-, BASED ON FLOOD INSURANCE RATE MAP NO.320''5CGLIOF, COMMUNITY NO.120179, ORANGE COUNTY, FLORIDA, EFFECTIVE SE1, EEARFR 25, 2009. S. ACCORDING TO FLORIDA STATUTES, CHAPTER 472.025, A LAND SURVEYOR SHALL NOT AFFIX HIS SEAL OR NAME TO ANY PLAN OR DRAWING WHICH DEPICTS WORK WHICH HE IS NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESSION OR SPECIALTY THEREIN. THEREFORE, WE ARE UNABLE TO CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERMINATION OF VIOLATIONS THEREOF. 6. THIS SURVEY MADE WITH BENEFIT OF zSRS i AMERICAN H T LE INIU,' Y, NCE C':OMPAlY'S COMMITMENT NO.2037-3490433, EFFECTIVE DECEMBER 22, 2015, AS TO SITE 1, 2037-3501696, EFFECTIVE FEBRUARY 4, 2016, AS TO SITE 2 AND 2037-3510842, EFFECTIVE FEBRUARY 12, 2016, AS TO SITE 3. 7. THIS SURVEY IS VALID ONLY FOR THE PARTIES TO WHOM IT IS CERTIFIED 8. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS SET FORTH IN FLORIDA STATUTES. 9 ELEVAri0 NS N A S FD INf v..• G E ICIt3 f I N.h4:l; lr Ir .C14 HACII NC AN ELEVATIGN OF 1-23.52 FEv_ 1, (,S .VO 88). GRAPHIC SCALE Q$ $ o Tam w�ZoA "' 0' 40' 80' 160' 240' gain 3 0 1"= 80' &A a NOTPLATTED z-.m 0..-m ,-. OWHER;SHOWERSUF GRACEEVMN FLICALCHR15DANMMIONINC -� PARCEL ID: I2-22-27-0=00 034 N00'in D3'W ORD 6134, PG 519 r:W'iTD4Y/ 89691'lAFAS c 3 w a 360 DgIHItEA6 n lRMI'18'30'lV &d]30'UlC E. 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M 5 sYl.'ona 'uz°rsDP'", ii:uli we sy'_muv D.n®mR ;i: w vv�ruzxa i m.�G aF,wR s-uxi`uMwa dw::n•°uw-xw ssi:uzo v`aPu sdeurr-xzu Gl.vv-uM�,Da ui:uxWu Ns.iizs e a±i� _ s-]nro14 w -xfl zn is ai, 11 N: ss D,x xdx ld u�r«w 4rs-u>P nz la D-x aF Ar nx.lo•aaaBr sn lx ]BVA sz,.ronu ru w F,x.:, rue i vxx r,m .t,.,t tie ]vx li M:E ,n.B mE »f la uM;�R edd.rrve DAVE SCHMITT I cawDTOR' -Bul`G ENGINEERING, INC. Ilure616tale�tth—'�-t,6BTD IDR,D6,the �,Wn b.Ia,.1,.R°�nw,.RR �v 12301 Lake Underhill Road SuRe 241 c `r611P I01 ra,'e ratJeved mesa'A.-eD 'ara b9— m,RW,e m mrDPEancenrn Ry Lrw Wpoltn ORLANDO, FL 32828 was !ly wDSlxDdsd.Ws s Pt tls6ased Lgon sRB o6se,va6DRs of me wRswdon. 407-207-9088 FAX 407-207-9089 coF4rAdDr Eng!—, Certification of Authorization#27471 I+a4 n GAwesyRaxDreaRamD°nyo-'U'a;se°seald.F .RE�r�r6aEn96xrez. WESTERN BELTWAY (STATE ROAD 429) (VARIABLE WIDTH R/W) CERTIFIED TO: CITY OF OCOEE SHUFFIELD, LOWMAN & WILSON, P.A. 46 k�g$ Ka4a z-gym zQ Fw o¢ FND 5/8"IR LB #4475 o6 0 our ali, ex„ m Qzslu�D,.v },x, y ®is4 ®�v,tt\ (fvP tt v z FND IR U LB #4475475 BOUNDARY SURVEY DATE: 2/29/16 per 5J-17.051(3)(b)3 Florida Administrative Code 4128/16 WA REVISEDS(TE3, EASEMENT9 SAEI' 10/18116 N/A ADDITIONALTOPOGRAHY AAA BOUNDARY, TOPOGRAPHIC & TREE SURVEY __ems CF# TSG DEVELOPMENT, INC. SHEET IOF SUBDMSION NAKI 631 & 843 EAST CROWN POINT ROAD, ORLANDO, FL 7.22.28 PARCEL 16 ➢AID REG.NUMB EXISTING CONDITIONS PLAN M. SCHMITT FLORIDA REG. NUMBER 48274 THE PARK AT 429 OCOEE, FLORIDA BY: SI:ALt: T" = tlU' SHEET: 03 OF 28 EAST CROWN POINT ROAD (60' R/W) " �^ � � "a a .�vwa m S #4475 s IAT e1 a$F A dmassn: w try " p 5 b"a B°ANAMNnvoees o{�Vi DATA FNDS/8`IR .e.uuw'rm x,•au,xPrm u . w, : "'"°°0''1°a LB #4475 R=8564.18' ui"- - 3- _ °=.-wae - o•Yt�°_-_---_____ iw_.s_6.Fu _--�a s,,, w� n..-ca.rw_�LL�e,-__ ''- �.,va a'. �y 'v u.a `�'>'; yo�,ra LCHORD , d„ ° - ° _ w w__ �'Ti___'� m��=--__=�1_P-°s-�r,•_______„°`___ _''°s____rwv=n ua �F _ �=____----`"LLj$�--1- __ _ ___ °` _ N4855'CALW '�v uv `� o°¢-- ""' d w;w m ar u,,.___ —,v,. •-•- �. w. w-'a i-.":'n'aW— u`n • Sr* uu.e•„o, a, -___a, uS..f.""YJ` - -.®.mod p_ _�� X -- _ ' 48.55 MEAS -� F •ss ,",•ss.,n., -- pN "" N00'OS'12'W 3 fAlt, •a -n' ° "o e. ss 1 ".< MONUMIXIEDEMA', ONE a,4.a; 'afV�n� v '°' aMVEt TA N,.MS'12"VJ 1286.�8^MFAS•'; ®= I`yw - e-D1Ts4r @ ➢mB ' 8 N00'07'46"W ,N"°' saE a=Sways FNDS/8°IR UNE CHART FND 5/B°IR "'�• =o ` �' - �+ 'CURVE DATA ' wre L=I-r LB#1977 9 yu' �� es ; •� 211.67'CALC f 8I 4� ` FND58°IR LB #4475 R f au ®< .u," „s, _ I'y $=01.54'40' , / Ogu L3 N V38' 4'W 14.13'CALC ° ,au *' ➢a �'o'L__ FND IP ® N00'08'49°W "d LB #4475 raoym'y4w ®a `�8m ➢u NO# :� i R=8624.11' eiu. �� yEiyr fAl[ N01'38'14°W 14.10'MEAS "� ` 211.88' MEAS w y ®a --- f � ��u,'°°, I L CHORD6' ®®" e,..,. ®° u,. •n' I h w� 1` i CHORD_ ®�s ly .,u� N01'OSb6°W ; ➢_ "➢ ➢u I I r E I` 287.64: CALC NO3'0528'W 287.61;MEAS I DETAIL°A' de�f SCALES"=40' TREEZONE•A°®w i w"1�'®.�,u. 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C°/'-` ._ ��+�� ____ _ --------- ------- �----- --'a •'ss' „" . --"ev I `- --� 2 MEAS .u" r- .w> .",., .,u. m 7,r, .hui L.uti ` g '+„ sln:eEHaMuiAu •d. .u„ -___ _�_ --�_______ ____.�- _ '" 5.02 MEAS '"" WESTERLY RIGHT-OF-WAY FND 5/8'IR UNE RIGHT53 WAYMAP ' BERCH NBD WESTERN BELTWAY (STATE ROAD 429) LB 9024 SECTION N75320 6460 602/603 EIEVATION=CMW DATUM -NANO ea (VARIABLE WIDTH R/VrE V CIF (MVE, 0.2'S) LEGEND TREE CHART THISSHEET ONLY OUND SURVEY DATE• 2/29/16 wU r 5J-17.05 Florida Administrative Code m " ® m , .r�ouusa., ,u°cuw,Na s,s u ° y. m " urr ,mba a —rw, o _ _ DATE: JOB# REVISION BY: 4128118 WA REVISED BITE 3, EASEMENT 9 3�d} 10/18/18 WA ADDITIONALTOPOGRARY AAD BOUNDARY, TOPOGRAPHIC TREE SURVEY un ° py .nes u SCALE: VW J08 #44D08 -m- CF# 7-22-28PARCEL05-1048-2018 FIELD DATE: 21191 DRAWN BY: -W THIS SURVEY MEETS THE "STANDARDS OF PRACTICE"AS REQUIRED BY CHAPTER SJ-17 PREPARED FOR RDNOA BOARD OF IAND SURVEYORS, PURSUAWTO TSG DEVELOPMENT, INC. SHEET 2 OF 2 SECTION 472.027 OF THE FLORIDA STATUTES. LOCATION: SUBDIVISION NAME 837 $ US EAST CROWN POINT ROAD, ORIANDO, FL 7.22- ° 28 �.n PARCEL48 F xit R70TVAIDNiROUfMERgi1TUAE/1®71EORGNA M15m R}A.rlii'r: ;46"rl.en.I:,s1G { SFALOFTRB RDPAIA UO:NSEDSIMVEILRANO MAP7EA• REVISIONS DAVE MEG. NUMBER EXISTING CONDITIONS PLAN q A, PROJECT NO.: CP2 ER 201E DAVE SCHMITT coNTRAcroR •As-NURrs DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA BEG. NUMBER C J (� 'V�i f'IIY ENGINEERING, INC. 48274 DRAWN BY: CPN upon 12301 Lake Underhill Road SuRe 241 '""�"'"'�'" v,sem�uywa.m;+a�P„remsnaa�arra°osea'aw�aa,ewtio„aoR THE PARK AT 429 CHECKED BY: DMS ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 C.� Eng OCOEE FLORIDA SCALE: 1"=89 Certification of Authorization#27471 rlm°a=a"i0'A'"B:es§mtum,,dmaongM,aae MofaFrond,Reptn°dag9 . ' SHEET: 04OF28 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH CITY OF OCOEE ENGINEERING STANDARDS MANUAL, F.D.O.T. STANDARDS FOR ROAD 8 BRIDGE CONSTRUCTION AND THE CITY OF OCOEE. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING ROAD RIGHTS -OF -WAY WITH THE CITY OF OCOEE CITY ENGINEER AND THE FLORIDA DEPARTMENT OF TRANSPORTATION. 3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN -HAND BEFORE BEGINNING CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING SAID INSPECTIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND FOR NOTIFYING THE VARIOUS UTILITY PROVIDERS TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISRUPTION OF SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY PROVIDERS AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY PROVIDER DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 6. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WILL HALT ALL CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. 7. DUKE ENERGY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED POWER DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH PROGRESS ENERGY TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS IN THE WORK, AND AVOID UNNECESSARY DELAYS. R THE LOCAL TELEPHONE COMPANY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED COMMUNICATION DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH SAID PROVIDER TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS AND AVOID UNNECESSARY DELAYS. 9. ALL WORK AND MATERIALS FURNISHED SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS OR SPECIFICATIONS. 10. THE CONTRACTOR SHALL CONTROL HIS OPERATIONS AND THOSE OF HIS SUBCONTRACTORS, AND ALL SUPPLIERS TO ASSURE THE LEAST INCONVENIENCE TO THE TRAVELING PUBLIC. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICULAR TRAFFIC AND SHALL LIMIT HIS OPERATIONS FOR THE SAFETY AND CONVENIENCE OF THE TRAVELING PUBLIC. UNDER ALL CIRCUMSTANCES, SAFETY SHALL BE THE MOST IMPORTANT CONSIDERATION. 11. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL FURNISH, ERECTAND 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 ANYWAY 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 LIABWTY 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 HEADWALLIENDWALL 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 SCHMITT ENGINEERING. INC. AND MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS FOR SOIL PREPARATION ON THE SITE. 16. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF -ROLLED TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED. THE PROOF -ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED GEOTECHNICAL ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND THAT ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED. 17. COMPACT THE TRENCHES WITHIN ROADWAYS TO 98% OF THE MODIFIED PROCTOR DENSITY,' MTHIN OTHER AREAS TO 95%. IS, IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS 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, ROADWAY AND DRAINAGE DESIGN PER CURRENT CITY OF OCOEE AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 21. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO CITY OF OCOEE AND OBTAIN PLAN APPROVAL PRIOR TO CONSTRUCTION. 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. DAVE SCHMITT ENGINEERING INC. I h�y, mft. 'AaB.W h..�dt.-by fWdb.V..1.ora .ea , 12301 Lake Underhill Road Suite 241 aacc croe�swn na,o revWnod mesa•asaves•a,abE.t�vau,emmbema,�w-3, ml U,avkdge otnt,a� ORLANDO, FL 32828aarary mnsWcted'ThSa+a'smeMGbascd won sno obser<asons orma m�mrton. 407-207-9088 FAX 407-207-9089 conbaaor Ene'.eor Certification of Authorization#27471 NdWdw�mesynaWmon o6gMrae " of, rm,;d,Rg v, adEg�o 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 c. THRUST BLOCK POURS AND RESTRAINT CONNECTIONS d. STORM DRAINAGE LAMPING a. INLET TOP POURS (REINFORCING STEEL CHECK) f. WATER B FORCE MAIN PRESSURE TESTS g. BACTERIOLOGICAL SAMPLING h. BASE OBSERVATION 8 SOUNDING L ASPHALT PLACEMENT j. PRE -FINAL INSPECTION k. FINAL INSPECTION B. THE CONTRACTOR SHALL KEEP DAILY"AS-BUILT"DRAWINGS AND MAKE THEM READILYACCESSIBLE. C. THE CONTRACTOR SHALL PREPAREAND SUBMIT TO THE ENGINEER A PROJECT CONSTRUCTION SCHEDULE (BAR GRAPH) AND UPDATE SAID SCHEDULE ON A MONTHLY BASIS, D. THE CONTRACTOR SHALL COORDINATE ALL BACKFILL OPERATIONS WITH THE PROJECT GEOTECHNICAL ENGINEER AND SUBMIT TEST REPORTS TO THE ENGINEER PRIOR TO BEGINNING WORK ON THE NEXT ITEM OF WORK, I.E. SUBGRADE PRIOR TO CURB. E. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCO VER, RETEST AND OR PERFORM ANYACTION NECESSARY TO ENSURE THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE IMTH THE PLANS AND SPECIFICATIONS. WATER 28, A BACKFLOW DEVICE (I.E. JUMPER CONNECTION) IS REQUIRED AT ALL ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. FIRE PROTECTION SHALL BE IN ACCORDANCE WITH CITY OF OCOEE CHAPTER 78 - FIRE PREVENTION CODEAND NFPAI, FIRE CODE, 2012 FIFTH EDITION. C�y 29, THE FOLLOWING UTILITY PROVIDER IS LISTED FOR THE CONVENIENCE TO THE CONTRACTOR. SEWER: ®mn ILITIES.4761 W ALL GRAVITY SEWER LINES SHALL BE A MINIMUM OF 2' FROM THE CURB AT ALL LOCATIONS. 25. THE FOLLOWING UTILITY PROVIDER IS LISTED FOR THE CONVENIENCE TO THE CONTRACTOR. WATER ® CITY OF OCOEE UTWTIES 1800 A.D. MIMS RD. OCOEF, FLORIDA 34761 (407) 905-3159 26. WATER AND UTILITY CROSSINGS: UTILITY SEPARATION -VERTICAL CLEARANCE A. WHERE WATER MAINS CROSS A GRAVITY SANITARY SEWER OR STORM SEWER MAIN, A VERTICAL SEPARATION (OUTSIDE TO OUTSIDE) OF AT LEAST SIX INCHES, AND PREFERABLY TWELVE INCHES, ABOVE OR AT LEAST TWELVE INCHES BELOW MUST BE MAINTAINED. WHEREVER POSSIBLE, THE WATER MAIN SHALL BE LAID ABOVE THE OTHER PIPE. B. WHERE WATER MAINS CROSS A SANITARYFORCE MAIN OR RECLAIMED WATER MAIN, A VERTICAL SEPARATION (OUTSIDE TO OUTSIDE) OF AT LEAST 12 INCHES MUST BE MAINTAINED, WHEREVER POSSIBLE, 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 SEWER MAIN, SANITARY FORCE MAIN, OR RECLAIMED WATER MAIN NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.AC., A SEPARATION (MEASURED OUTSIDE TO OUTSIDE) OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, MUST BE MAINTAINED. THE MINIMUM SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY SANITARY SEWERS SHALL BE THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SANITARY SEWER PIPE E. WHERE WATER MAINS PARALLEL A STORM SEWER PIPE OR RECLAIMED WATER MAIN REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. A MINIMUM OF 3 FEET HORIZONTAL SEPARATION (MEASURED OUTSIDE TO OUTSIDE) MUST BE MAINTAINED, F. NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY MANHOLE OR STORM SEWER INLET OR MANHOLE. G. FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM THE A STORM SEWER OR RECLAIMED WATER MAIN REGULATED BY PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM A GRAVITY SANITARY SEWER, SANITARY FORCE MAIN OR RECLAIMED WATER MAIN NOT REGULATED BY PART III OF CHAPTER 62-610, F.A.C. H. THE WATER MAIN PIPE SHALL BE LAID SUCH THAT THE JOINTS ARE STAGGERED AS FAR AS POSSIBLE FROM THE JOINTS OF THE OTHER PIPE 27. ALL FIRE HYDRANTS SHALL BE POSITIONED NO MORE THAN 5 FEET FROM THE CURB. DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 31. 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 DAMAGEAT 407-9053159. B. REPAIR IMMEDIATELY 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 MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR THOSE REPAIRS. C. CITY OF OCOEE UTILITIES GENERAL TELEPHONE NUMBERS CONSTRUCTION INSPECTION SECTION 407-905-3100 X1510 ENGINEERING DEPT 407-905-3100 X1504 D. ADVANCE NOTIFICATION OF CONSTRUCTION E ADVANCE NOTIFICATION OF PENDING CONNECTION COORDINATE WITH/ THROUGH CITY'S INSPECTOR F. OPERATION OF CITY OF OCOEE VALVES WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY A CITY OF OCOEE UTILITIES INSPECTOR (407-905-3100). ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. G. OPERATION OF CITY OF OCOEE PUMP STATIONS THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATIONS AND SHUTDOWN CONTROLS WITH AN CITY OF OCOEE UTILITIES INSPECTOR (407-905-3100). 54. PRESSURE PIPE LENGTHS DO NOT INCLUDE BENDS, AIR RELEASE VALVES OR FIRE HYDRANT ASSEMBLIES. GENERAL NOTES THE PARK AT 429 OCOEE, FLORIDA IDRAWN BY: CPN 1 NTS OWNER'S REQUIREMENTS SITE DESCRIPTION �v6c-a.DLxanov Aw±Ar4ty OCOEE /ROFDA OVM1",ER JIM'EAADFDOJE55 m GEALE 34UI c0.'RACnJ NIISOf Va'DON CONSiRU0n0.l OF50R4cEMAR�.DUi 6lY➢,.55 A',D AFRH4IED/!IFT245iRVONRE ' ES IfiLL 1.4YYUDE >, GRls6•J.G,M1FA4TmM1ORX GIUp!JG. 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S.4FROR TODGGI.4FG�44uEs l4"LL EEO: CIEOTO II£sEtx'UBJT I CONTRACTOR'S CERTIFICATION 1 I MAINTENANCEIINSPECTION PROCEDURES I rE ft+u BErzrsFECTEOFORD.�TIIOFs=DIa+EM, TEAR;To FET,cEwsJS, AM1D To �T 4F=CrfJ Fors sasERa®v NT ffGRouhD xEsSwaJEs Nou EEINSF>=cTEa aro ary B4EACIEs �o.4'nn.rDRe^ARm SWPPP (VOTES THE PARK AT 429 OCOEE, FLORIDA I4iTH,nTIFYEUTER Ss u am.IDma SO-STATEOAFJFLOaR/ID➢AGB�.ERC06!PLY FBtbNTFOR sroRVWATERNECH0.4G£FRONU4GEA!ID bV4ll FtANFlPIDA/>='OnEF£t/'BA SSTOREM'ATHt{O11UnOJIFRELe-1 qd �g 5� a IPROJECT NO.: CP2 1 NITS a DAVE SCHMITT ENGINEERING, INC I 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 t— —— r A?� LEA T Piet. l00b SOBTradJnO Prarttdion Darien CONSTRUCTION ENTRANCE DETAILS CONTRACTDR "AS GUILTS I he.•eby 4 to that Giese •As -BURS -were fins d to one by the mMrod,, [sled beam,. 1, or an a np.'ojee rmdu my dieeeUsvpp-isbn hne-i.,. B,esa•AsAuPs• a be4eveft. to be Nmmpr—nibh my k.-Iedge of,hat vas acNafiy cuvWdc-0. Th's sla;emeA56ased upon la observab'ons of Bra consWc(on. Op �a�or E,q»eer NotvaE niBiwt Na sgnature and Iha odq'rd rased seal of a Florida Regsfered Engv , ILT FENCE POST vows zo• rotvaRos aov,1 SILTFENjS4WNE FABRIC EXISTING FLOW GROUNDDIRECTION FDOT APPROVED TEMPORARY SILT FENCE PRE -ASSEMBLED IN 100' ROLLS UTILIZING 2"X 2"X 4' WOODEN POSTS @ 8'CG MAX. WIX OF WOVEN GEOTEXHLE MATERIAL MEETING THE REQUIRE14ENTS OF SEC. 985-4, SIMILAR B EQUAL TO THAT SUPPLIED BY FIFEPIPE CO. OF TAMPA FLA. NOTES CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AS FOLLOWS. 1. SILT FENCES SHALL BE INSPECTED IMMEDIA TELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2.SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ITS USE, IT SHALL BE REPLACED PROMPTLY. 3.SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. 4.ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRADE, PREPARED AND SEEDED. TYPICAL SINGLE ROW SILT FENCE DETAIL N.T.S. 0 75' 150' .m. scat. 1' = 150' LEGEND SINGLE ROW SILT FENCE • — — EROSION AND SEDIMENT CONTROL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILTFROM SITE IF NOT REUSABLE ON -SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND S WALES AT COMPLETION OF CONSTRUCTION, 2 THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. 3. ADDITIONAL PROTECTION -ON -SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS, 4. CONTRACTOR SHALL INSURE THATALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OFACCEPTANCE. 5. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELYAFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 6. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY, 7. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE- THIRD THE HEIGHT OF THE BARRIER S. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 9. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BESTEROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. 10, FOR ADDITIONAL INFORMATION ON SEDIMENTAND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (FD.ER) CHAPTER 6. 11, EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SEEDETAILSHEETFOR TYPICAL CONSTRUCTION. 12 ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. 13. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. 14. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE 0UTFALE IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL 15. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES ACONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 16. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT SCREENS AND GRASSING. ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. 17. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN AREAS HAVE STABILIZED. IS, THIS PLAN INDICATES THEMINIMUM EROSION AND SEDIMENTMFASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUAUTY GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL CONTROLS. 19. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF SJRWMD FOR EROSION AND SEDIMENTATION CONTROL THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. FLORIOA W Z61ER EROSION CONTROL ROL PLAN PROJECT NO.: CP2 48274 THE PARK AT 429 DRAWN BY: CPN CHECKED BY: DMS OCOEE, FLORIDA SCALE: ^1' ^150' DAVE SCHMITT ENGINEERING, INC. I 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 EROSIONAND SEDIMENT CONTROL NOTES CONTRACTOR'AS-BLM TS' STORM WATER POLLUTION PREVENTION PLAN VFLOATIRG NOTC£:a 9Na��OR MOCCICCAL m PRROOPWEETTARY OESW% ANY INffblf llFNT ON THE PROPRIETARY RIGHTS OF THE DESONER DIE U BE 1fIESU SOME IONS FR TYI ITHE USER.0J] W TIW3RO T1 BY! AHD p WALL I� As APPROVE➢ BYPARTIAL INLET COMPLETED INLET LAD-W BOTTOM INLET p pd w THET� ! PROTECTION AROUND INLETS OR SMILAR STRUCTURES SYNTHETIC BALES BACKED BY FENCE TURBIDITY BARRIERS (40� S a 4• a A. twee PLAN . oar Pr•," -YaY:C /'0\."4'£^6' xeTwt oxvn alaesA Towm rrt m a sac ear T°iht 11/ � T� _raSaC PLAN BARRIERS FOR FILL SLOPES SYNTHETIC HAY BALE PLACEMENT N.TS. h H EtEYAlION SEC!ION TYPE III SILT FENCE R STAKED SYNTHETIC HAY BALE OF91D TUTS awcTay uAr, (m �v2) U4sE ) w uw. � Tiw°Z £wa £mn eve, b � t I sm ees h t. ELEVAT)ON e� sr £re M p� b w. tln eaaai 1sa .,,, e� a umm SECTOR wd s.A.v.l lmbd TYPE N SILT FENCE I hereby slate Net them 'ASBufis'— fumshed to me by fha—Uadw Wed beW,. 1, w en—P!oye urda my tlaedapeviebnnavere,i-dNese'ASAu3a'andbelevethembbeinmmptamm�r mykrwwkdgedntut —dually—hs ded. Th's deterred 5 bash upon sdoob—tbe of el°mruWdon. Contractor Eng'raw tJd vaPd nBho.I the sgnature and theodgMrased sea! ofa Florba Reg%Jered Engh ,. SILT FENCE APPLICATIONS SILT FENCE TYPE III & IV N.TS. Norm. 1. Turbldlty baHere — to be ueed b d1 pamanml bad)n of wler rt —Q of wale depth 2 Nvmbm and epoc'mp of ma" depmdml m mmml VOW Me. a Dep! mt of bIY11 awnd p:e bcoemr may amy to ottanmadate wneWctlm opsallonr. 4. NasSgvtbn may rogube ee -Mg b-t "-r g mneWCVon aperaUms S Fa oddRland Informatim me Section 104 of the MOT Stmdad SPWd tlmI TURBIDITY BARRIERS N.TA f��wd A,fineHImp'.+TW a STAKED TURBIDITY BARRIER Nola tithe iXooblhip rcI- l,ee or�m�cdam�bhot oe 1 11y9abe That rW evill eite mndltbne and meet erne! lyd ono ° the Con4actxnm�apF�bnmvNea athrow�Me ��o�aF�Na ppt�mo0. N tablbA 4°hi Na bi4 f�w,a'vonsdarl «oFo^ and 5ed'unmt Cmw �Pmtah�e1l ed Wrb� Ivv!se dtrucled Ey thel En4Mer. Fl1Y£ObA Abev.K r__, PLAN PLO L L 1 £ lvh Arse✓ mot n mag Am n ea.. £. �.ee. rm <sm. £.Aw ELEYATION AoauTs ov svrvvYxr ELEVATION TyPER TYPE STABILIZED CONSTRUCTION ENTRANCE N.TS. BARRIER FOR UNPAVED DITCHES SYNTHETIC HAY BALE BARRIERS TYPE I & II N.T.S. JAI I f _ �Awuuza mwn' DROP INLET SEDIMENT TRAP (ITS PLAN Tech Nsm®M ELEVATION RARRIFR FOR PAVED DfTN4 DIVERSION DIKE TUTS. FLORIDAREZZN ER EROSION CONTROL DETAILS 48274 THE PARK AT 429 OCOEE, FLORIDA (DRAWN BY: CPN 1 NTS GENERAL NOTES: 1. THESE PLANS PROPOSE THE CONSTRUCTION OF 6INDUSTRIAL LOTS, A STORM WATER RETENTION/DETENTION AREA, PARKING, ROADWAY, DRAINAGE AND ASSOCIATED INFRASTRUCTURE UTIUBES, 2. ALL ROADWAYS AND RIGHTS -OF WAY W/LL BE PRIVATE AND MAINTAINED BYTHEPOA. 3. THIS PROJECT SHALL COMPLY WITH THE LATEST INDUSTRIAL COMMERCIAL DESIGN STANDARDS SETFORTH BY CITY OF OCOEE, FLORIDA LDC (LATEST EDITION). LANDSCAPING: ALL LANDSCAPING SHALL MEETOR EXCEED THE REQUIREMENTS OF THE CITY OF OCOEE LAND DEVELOPMENT CODE (LATEST EDITION). SIGNAGE: SIGNAGE SHALL BE PERMITTED BY OTHERS. EASEMENTS: ANYEASEMENT SHOWN AS PROPOSED WILL BE RECORDED PRIOR TO ISSUING THE CERTIFICATE OF OCCUPANCY. STORMWATER MANAGEMENT: OWNERSHIP AND MAINTENANCE OF THE STORM WATER SYSTEM SHALL BE THE RESPONSIBI UTY OF THE PDA. THE STORMWATER MANAGEMENT SYSTEM SHALL BE DESIGNED TO MEET CITY OF OCOEE CODES AND THE SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT (S.J.R.WM.D.) STANDARDS AND SPECIFICATIONS. F.E.M.A. FLOOD ELEVATION: PER FEMA COMMUNITYPANEL 12095CO210FDATE 9n5/09. THE PROPOSED DEVELOPMENT PROPERTYIS IN ZONEX, NOTWITHIN THE 100 YEAR FLOOD HAZARD AREA. SANITARY LIFT STATION., OWNERSHIP AND MAINTENANCE OF THE SANITARY LIFT STATIONS SHALL BE PRIVATE AND THE RESPONSIBILITY OF THEPOA. SOILS SOIL SYMBOL SOIL DESCRIPTION 55 ZOLFO, FINE SAND /HSG, TYPE 44 SMYRNA, FINE SAND/HSG, TYPE B/D 03 BASINGER, FINE SAND, DEPRESSIONAL /HSG, TYPE D 20 IMMOKALEE FINESAND/HSGTYPEB/D SITE LIGHTING: SITE LIGHTING SHALL COMPLY WITH LATEST DESIGN STANDARD SET FORTH BYCITY OF OCOEE, FLORIDA LDC 8 WITH THE UNLITYPROVIDER. ZONING: PROPOSED LAND USE. LIGHT INDUSTRIAL PROPOSED ZONE. PUD, PLANNED UNIT DEVELOPMENT W /1-1 USES AND THE FOLLOWING ARE PROBIHITED ADULT ENTERTAINMENT ESTABLISHMENT; AUTOMA77C BODYREPAIR; AUTOMOBILE PARKING LOT,- AUTOMOBILE REPAIR; AUTOMOTIVE SALES (NEWAND USED); AUTOMOBILE SERVICE STATION; AUTOMOTIVE WRECKING OR SALVAGE YARDS; BUS TERMINAL; MINIATURE GOLF COURSEIDRIVING RANGE; MOBILE HOME AND TRAVEL TRAILER SALES; MONUMENT SALES; MOTOR VEHICLE WHOLESALE; RECREATIONAL VEHICLE PARK. TRAFFIC ANALYSIS: PER 9TH EDITION TIE TRIP GENERATION MANUAL, WAREHOUSING (150) 2163 ADTWITH 195 PM PEAK HOUR TRIPS, 49 TRIPS ENTERING 8 146 TRIPS EXITING. RIGHT-OF-WAYS: RIGHT-OF-WAYS SHALL REMAIN PRIVATE. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER'S ASSOCIATION. PARKING: 1. PARKING REQUIRED: REGULAR SPACES = 613 SPACES HANDICAP SPACES = 12 SPACES TOTAL PARKING REQUIRED = 625 SPACES PARKING PROVIDED: REGULAR SPACES = 746 SPACES HANDICAP SPACES = 16 SPACES TOTAL PARKING PROVIDED = 762 SPACES 2. PARKING REQUIREMENTS: A. INDUSTRIAL- 1PARKING SPACE PER 1,000 SF GROSS FLOOR AREA. B. PARKING AREAS SHALL BE PROPERLY MAINTAINED AND AVAILABLE FOR USEAT ALL TIMES. FIRE: FIRE DEPARTMENTACCESS AND WATER SUPPLY SHALL COMPLY WITH NFPA 1, CHAPTER 18 AND CITY OF OCOEE LDC CODE CHAPTER 12. A APPROXIMATE DUM�BUILD-OUT) ZONING: 1.2 LOCATION (FINAL L�TOBE (INDUSTRIAL)DECIDED UPON FIN / ZONING: C-2 (VACANT) ❑A PHASING: PROJECT WILL BE CONSTRUCTED IN ONE PHASE. UTILITY NOTES: 1. THE SIZE, LOCATION AND POINTS OF CONNECTION FOR PROPOSED UTILITIES ARE BE DETERMINED AT TIME OF FINAL ENGINEERING. 2. FIRE HYDRANTS TO BE INSTALLED AS DESIGNED, CALCULATIONS SHALL MEET THE REQUIREMENTS OFANNEX H B IOFNFPA 1, 2012 EDITION AND COORDINATED WITH CITY OF OCOEE FIRE AND RESCUE. 3. FIRE HYDRANTS SHALL HAVE A CLEARANCE OF 7'6' IN FRONTAND TO THE SIDES WITH A 4' CLEARANCETO THE REAR. 4. THE DEVELOPER SHALL OBTAINWATER AND WASTEWATER SERVICE FROM CITY OF OCOEE. 5. DURING CONSTRUCTION, WHEN COMBUS77BLES ARE BROUGHT ONTO THE SITE, ACCESS ROADS AND A SUITABLE TEMPORARY OR PERMANENT SUPPLY OF WATER ACCEPTABLE TO THE CITY OF OCOEE FIRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED. CH. 16, NFPA 1, 2012 EDITION (FFPC 2010 EDITION). 6. PRIOR TO CONSTRUCTION PLAN APPROVAL, HYDRAULIC CALCULATIONS SHALL BE SUBMITTED SHOWING THAT THE PROPOSED WATER, AND WASTEWATER, SYSTEMS HAVE BEEN SIZED TO SUPPORT THIS PROJECT. AM SITE DATA: TOTAL GROSS AREA 45.64 AC TOTAL PONDS 4.46 AC, MAXIMUM BUILDING COVERAGE SO% MAXIMUM ISR 60% MAXIMUMFAR MAXIMUM BUILDING HEIGHT 3.0 45' NUMBEROFLOTS 5 SETBACKS: LOCATION: REQUIRED WIDTH: FRONT, FROM CROWN POINT ROAD 8 PALM DRIVE 35, FROM S.R. 429 1. REAR: 25' MIN SIDE: 25' MIN ADJACENT TO RESIDENTIAL USE, 60' MIN BUILDING AREA TABLE: BUILDING 1 56,650 SF BUILDING 2 193,500 SF 13UILDING3 50,200 SF BUILDING 246,000 SF BUILING 5 64,325 SF NOTE: BUILDING 1 WILL CONSIST OF 20% OFFICE WHILE BUILDINGS 2 THROUGH 5 WILL CONSIST OF 5% OFFICE OWNERSHIP/MAINTENANCE: SPACE. THE REMAINDER OF THE PROPOSED BUILDINGS A. ROADWAYS: PRIVATE. TO BE OWNED AND MAINTAINED BYPOA. WILL BE WAREHOUSE. B. STORMWATER TRACTS: PRIVATE: TO BE OWNED BYPOA AND MAINTAINED BYTHE POA. TOTAL PROJECT AREAS: BUILDINGFOOTPRINT 14.08AC. 30.91 % C. DRAINAGE EASEMENTS: EE AINTAINED BYtOF PRIVATE: TO BE OWNE!11 PARKING, DRIVE AISLE 8 SAV 19.05 AC. 41.82 % ALONG PALMND THE CITYOF N STORM WATER AREA CONTROL ELEV. 3.13 AC. 6.87% ALONG EAST POINTROAD WIT OPEN SPACE/LANDSCAPE 9.29 AC. 20,40% GRANTED TO OCOEE AND CIT TOTAL: 45.55A.C. 100.00% GARDEN. IMPERVIOUS AREA: 36.26 AC. 79.60 % D.UTIUTYEASEMENTS: PUBLIC:TOBEOWNED INTAINED BYTH. PERV70USAREA: 9.29 AC. 20.40% TOTAL GROSS AREA: 45.55AC. 100.00 V. E. SEWER/LIFT-STATION PUBLIC: TO BE OWNED AND MAINTAINED BYTHE CITYOFOCOEE. F. POTABLE WATER PUBLIC: TO BE OWNED AND MAINTAINED BYTHE CITY OF OCOEE. H. OPEN SPACE h OPEN SPACE LANDSCAPE BUFFERS of U. PRIVATE, TO BE OWNED AND MAINTAINED BYTHE PDA. PRIVATE TO BE OWNED AND MAINTAINED BYTHE PDA. ZONING: R-1 (RESIDENTIAL) L7 F Igni i iminii im mn mm iinimim in i i umupp,, BUILDING #1 ¢ 56.6505f I BUILDING 42 ! ¢ 193,500 SF I z A r�T=TE II APPROXILOCATIODECIDEDi � AJw a F BUILDING #3 k I 50,200 SF DAVE SCHMITT caYT TOR'AS-au6-TS' ENGINEERING INC. 6am�°tmea �aw��66a�n96r,b.i,°1�e-eBwde� ® 12301 Lake Underhill Road Suite 241 Ei°`rswerc�°n°rev�wed 6:ese'As-a xs'ene cei+°6,�mbemmrwta„�w,.n iw�°+�ledy°°rwi,ec """s °twee �swaee. m�s zta!n15 eased won aia °�onen�s °rm° ism rm. ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization#27471 co°e6dor 6ng+er rl°r°ddnimoiem0s",s°"ee„"eeure°dg,wraseaseelore6wedaaegr,eda. APPROXIMATE DUMPSTER LOCATION (FINAL LOCATIONS TO BE DECIDED UPON FINAL BUILD -OUT) BUILDING 94 246,O W A ZONING: RESIDENTIAL DISTRICT (VACANT) BUILDING #5 64,325W TO BE POND 1 _YOETFJ4 m FLORIDA REG. NUMBER OVERALL SITE PLAN 48274 THE PARK AT 429 OCOEE, FLORIDA 0 50' 100' 200' SCALE: 1' - 100' DRAWN BY: CPN 1 (SCALE: 1"=100' 1 J 10' RIGHT OF WAY 15' UTILITY EASEMENT TO PIO'RIGHTOFtWAY DEDICATIONTOTHE CITY THE CITY OF OCOEE DICATION OF OCOEEAND THE CITYOCOEE OF WINTER GARDEN ------------- 21.8' 6' SIDEWALK EASEMENT (4.71AC) I �I tl l l / O O 5' SIDEWALK EASEMENT (25.36A C) U DRAINAGE EASEMENT FOR OFFSITE STORM WATER DEDICATED TO THE CITY OF OCOEE AND THE CITY OF WINTER GARDEN I I I I I I I I I j I I I I i I DRAINAGE EASEMENT FOR OFFSITE STORM WATER DEDICATED TO THE CITY OF OCOEE AND THE CITY OF WINTER i GARDEN I I I I I I I I j 12. I71' IL--- -- Q D2 I r 15.3' I POND 1 orsvoe:n:ranwr i (4.32A C) (5.30AC) 1 (5.86AC) 10' RIGHT OF WAY DEDICATION TO THE CITY OF OCOEE DAVE SCHMITT C--;TOR'-111Ts' ENGINEERING, INC. '-a—'„ —Wwby� rftdW— .ww,m ..�� rny 12301 Lake Underhill Road Suite 241 sba &ni supervlsb:i have remctedu�.Y-ed mesa^ns-e�ts'a,d b9 them t--h mmo-cennh my Motes= wwt,at "" aceauy wnst. This mart Isau bd upon s,qo obsenadous Dime mn ucuon. I ORLANDO, FL 32828 407-207.9088 FAX 407.207.9089 c000-a Certification of Authorization#27471 ^'OtPHyd`�'°'"�sgoaa�a"d"»°^nat'aced =eatorarT'daaRa�stereaa.y",�`• C�---___ 0 50' loo, 20o• SCALE` 1' = loo' NOTE; BLANKET CROSS —ACCESS, UTILITY& DRAINAGE EASEMENT TO BE ISSUED ACROSS LOTS 1 THROUGH 5. 48274 FLDRIDA REG. NUMBER OVERALL SUBDIVISION SITE PLAN THE PARK AT 429 OCOEE, FLORIDA I 1I 25.8 PROJECT NO.: CP2 DRAWN BY: CPN CHECKED BY: DMS EAST Unvr'i7ifrvurT iwn� TYPE •F' II TYPE°D"CURTYPE "D'CURB YPE°D"CURB P I 6SIDEWALK I TYPEI "A' h CCU v$ IEDIAN e M f0'SIDEWALK TYPE 'D"CURB 7'THICKENED EDGE SIDEWALK N1543511.05 I I N,542996.06 BUILDING E476296, 80 ® E476299.58 #1 �T.YPEf"F113RB— 56, 650 SF TTHICKENED BIKE RACKISEATING EDGE SIDEWALK AREA PER CITY REQUIREMENTS TYPE'D" CURB 6' SIDEWALK N1542996,65 �E476409.58 ' ' R$ •f TYPE "F"CURB ASPHALT LOADING AREA \ a ?- . o p" TYPE"D"CURB TYPE"D"CURB N 1543511.65 E476406.80 ell 12'XB"RIB BON CURB 1 I I I I I I I I I ALLL 1 1 I if I lh TYPE°F"CURB i C 6' SIDEWALK P \ O I SEA TING AREAQUIRE PER WCONCRETE i j ° CITY REQUIREMENTS PRE -FABRICATED BRICA E SEE LANDSCAPE PLANS WALL WITH PANELS Q TYPE 'F"CURB— 49 I DRIVEWAY CONNECTION i PER FDOT 515 (LATEST EDITION) LL al 6' SIDEWALK i NOT INCLUDED I ( 6'CONCRETE PRE -FABRICATED WALL WITH PANELS I~ Ii C I 6a 6 a 6' CONCRETE PRE -FABRICATED O PRE-FABRICATED TYPE "D"CURB Q WALL PANELS �I IT o TYPE "D" CURB � TYPE"D"CURi f0' SIDEWALK ® I 121X8"RIBBON CURB mro T `N 1543000E5 E 47687224 T'THICKENED EDGE SIDEWALK N1543001.60 E 47699224 BUILDING #3 50,200 SF N1543490.94-� E476869.60 7'THICKENED © EDGE SIDEWALK BIKERACWSEA77NG N1543491.59 REQUIREMENTS E476989.60 REQUIREMENTS o DOCK/TRUCK WELL ASPHALT DOCWTRUCK WELL SEEARCH/TECTURALPLANS skjYPEF'CURB LOADING SEEARCHITECTURAL PLANS AREAWALKTYPE"F"CURB—PTYPE FCURB ® T '9 aa.e b TYPE"D"CURB 7' SIDEWALK - SEATING AREA PER CITY REQUIREMENTS SEE LANDSCAPE PLANS 12X8"RIBBON CURB _—_—_— TYPE"D"CURB- 'SIDEWALK —n.-.—.-. TYPE `D" CURB Q-7'THICKENED EDGE SIDEWALK BIKE RACK7SEATING N 1543607.98 AREA PER CITY E 476299.78 REQUIREMENTS BUILDING #2 SIDEWALK 193,500 SF N 1543608.95 E 476479.78 $ , CONCRETE DOCK e LOADING AREA to U) m CONCRETE TRAILER PARKING 8 Q � SCkE 1' = 50, W CONCRETE DOCK 't .. LOADING AREA U �- N 154360264 E 476794.82 Q NOTE SEATING AREA SHOWNTHIS SHEET SHALL BE BUILT PER LOG, ARTICLE VL SECTION 6.14, C, (1), h, N BIKE RACK AND SEATING AREA SHOWN ON THIS SHEET -TYPE "F"CURB AT THE ENTRANCE OF EACH BUILDING SHALL BE BUILT PER LDC, ARTICLE VL SECTION 6-14, C, (1), h, v 8 (1), 1, BUILDING #4 ACCESSIBLE ROUTE WITH 6'SIDEWALK FROM ONSITE TO PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH 246,000 SF LATESTFLORIDA ACCESSIBILITY CODE TYP. N 1543603.85 E 477019.82 5'SIDEWALK i-TYPE'F"CURB - - COWMCTOR°A5 UITs REVISIONS DAVE M. SCHMITT p, �+ UA I L: UU I UCtK ZU16 DAVE SCHMITT DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER SITE PLAN BUILDINGS I & 3 PROJECT NO.: CP2 ENGINEERING INC. Ih..by omttl—"As .?t —fiv,tnedlansmrne—* ,BteaW-1,«�em»r�M�mr 48274 DRAWN BY: CPN 12301 Lake Underhill Road Suite 241 d'��pmi4o^h—a ,'" —'A,"J wdbefe,, ei10 b�'"@`"° '"''"""'""'- ` �o6servaeonsau»oxuwoo. THE PARK AT 429 ORLANDO, FL 32828 a:aa�9r�,s tled.rlvsa:emmlis6asetlupon 01-09-17 MIG REVISED PER CITY COMMENTS CHECKED BY: DMS 407-207-9088 FAX 407-207-9089 cooaaaor aoan 12-OS-16 CPN REVISED PER SJRVYMD COMMENTS OCOEE FLORIDA SCALE: 1" = 50' Certification of Authorization#27471 ^°tv "y'°'^'^e� b"aid—VJ,aI d�aarTodd=RegW,� Ed r SHEET: 10 OF 28 12-05-i6 CPN REVISED PER CITY COMMENTS Structure Table Structure Name Structure Details TYPE C INLET D-1 TOP =120.70 P-1 INV OUT = 115.72 TYPE C INLET D 2 TOP = 120.70 P-2 INV OUT = 115.44 P-1 INV IN = 115.44 TYPE C INLET D-3 TOP = 120.70 P-3 INV OUT = 115. 14 P-2 INV IN = 115,14 TYPE P3 CURB INLET D-4 TOP = 120.67 P-4 INV OUT = 115.45 TYPE P3 CURB INLET D-5 TOP = 119.95 P-5 INV OUT = 115.35 P-4 INV IN = 115.35 TOP = 120.52 D-6 P-6 INV OUT = 114,50 P-5 INV IN = 115.24 P-31NV IN = 114.79 TYPED INLET TOP = 119.70 D 7 P-7 INV OUT = 114. 16 P-6 INV IN = 114. 16 TYPE INLET D-13 TOP = 121.43 P-13 INV OUT = 116.45 TYPE C INLET TOP = 121.00 D-14 P-14 INV OUT = 115.96 P-13 INV IN = 115.96 TYPE P3 CURB INLET TOP =121.39 D-15 P-15 INV OUT = 115.49 P-14 INV IN = 115.49 TYPE D INLET D-16 TOP = 116.70 P-16 INV OUT = 111.96 P-15 INV IN = 112.52 TYPED INLET D-21 TOP = 116.00 P-19 INV OUT = 110.26 TYPE INLET D-26 TOP = 123.15 P-27(1) INVOUT=118.60 I F-/P RAN 30, 6' 10' 2' 10' 2' /- SWALE DETAILS A -A E/P w 18' 4' 1 6' 1 6' 2' 4'> 0 SWALE DETAILS B-8 Iv DAVE SCHMITT °OM1`iitAOT°n•As- I ENGINEERING, INC. Hamm/a�auatm aa�eaa N-�ns ndw��ma�no-aa�t�eba.l.��nr� 12301 Lake Underhill Road Suite 241 area&Per onna, redu�;e •A�eaau•and e;f�e to comp„ mr w,n.,�au I RLANDO, FL 32828 na:aywnO�ad.-f,�stmnue&„nf-0mewd- - 407-20709088 FAX 407-207-9089 conaacw Endnaar Certification of Authorization #27471 I `''�w;ow the syna+aa arc u,a aged ora Flodda aa5ateednee< REVISIONS DATE BY DESCRIPTION DATE BY DESCRIPTION dermy d-t 12-12-16 CP REVISED PER SJRWMD COMMENTS 12-05-16 JCPU REVISED PER CITY COMMENTS Structure Table Structure Name Structure Details TYPE INLET TOP = 122.43 D-27 P-27 INV OUT = 118.51 P-27(1) INVIN=118.51 TYPE P4 CURB INLET D-28 TOP = 122.43 P-26 INV OUT = 117.76 P-27 INV IN = 118.26 TRENCH DRAIN SYSTEMS 3000 SERIES D-29 TOP=120.00 P-29 INV OUT = 117.70 TRENCH DRAIN SYSTEMS 3000 SERIES D-30 TOP = 120.00 P-30 INV OUT = 117.70 STORM MANHOLE TOP = 123.70 D-31 P-31 INV OUT = 115.86 P-29 INV IN = 116.86 P-30 INV IN = 116.86 TYPE C INLET TOP = 122.33 D-32 P-32 INV OUT = 115.28 P-28 INV IN = 115.28 P-31 INV IN = 115.78 TYPE INLET D-33 TOP = 122.51 P-33 INV OUT = 114.96 P-32 INV IN = 114.96 TYPED INLET D-34 TOP=118.00 P-34 INV OUT = 112. 00 P-33 INV IN = 113.99 TYPED INLET 0-35 TOP = 116.96 P-35 INV OUT = 111. 66 P-34 INV IN = III.66 CLEANOUT D-201 TOP = 121.82 P-201 INV OUT = 113.12 STORM MANHOLE TOP = 121.00 D-202 P-201 INV IN = 112. 00 P-202 IN OUT = 112. 00 STORM MANHOLE D-203 TOP = 120.00 P-203 INV OUT = 111.70 P-202 INV IN = 111.70 STORM MANHOLE TOP = 119.5 D-204 P-204 INV OUT = 111. 03 P-203 INV IN= 111. 53 P-203A INV IN= 111.03 CLEANOUT 0-204A TOP = 121. 00 P-203A INV OUT = 111. 63 STORM MANHOLE D-205 TOP = 120.28 P-205 INV OUT = 110.57 P-204 INV IN = 110. 57 STORM MANHOLE TOP = 119.77 0-206 P-206 INV OUT = 110.35 P-205 INV IN= 110.35 STORM MANHOLE D-207 TOP = 118.70 P-207 INV OUT = 109.93 P-206 INV IN = 109.93 0 Q 25' 50' 100' SCALE I' = 50' DAM.NUMSCHMITT GRADING PLAN BLDGS' & 3 FLORID A REG.G.NUMBER 48274 THE PARK AT 429 OCOEE, FLORIDA IPROJECT NO.: CP2 1 1CHECKED BY: DMS .,ral F• 1" = Fn' "A Q { 115.5 11 .5 I I N 'I4 QONCREjE{[j I Q POND 1 WEIR `Labe `Fountains &La&e `Fountains UQHT RR ELECRiiCAL SPECIFlCA770N5 FOUNTAIN E FCIRICAL SPECIFlCATION5 ANJ) AND CAfiIE SELECTION CHART CA13LE 5ElECDON CHART TO SE]ECT TABIES� FOR YOUR INSTAL TION: r� O:fnmak ho,�-pm+,r.�m!+;.4r Ord rh3,e hom Ihr W.�c.Mnre al kh N dv n-Wok to IM A,I. Chmu•tgiil l5 hum bite M1mnon dull. Then LaA•.w By ryht for N.:k d+r..rS_.f. Rw A55'G stre In the L-rvJ0'rurd..i.Ttr=Al':O.�+v�. d,, for dlh�ciW I, llw �fzc rryW�rd. nt IM IaP M 11r chat h m,• �M nG3rcd. Q NOTE. O&M ENTITY TO MAINTAIN PONDS BIWEEKLY INSPECTION ON BUBBLE -UP OUTFALLS TO DRY POND TO OCCUR EVERY OTHER MONTH WITH ROUTINE MAINTENANCE SEMI-ANNUAL AS NEEDED'.. EXISTING PA VARIES � 10' 15' PONDCRY RETENTION F/ 13' -I t0,,f �VAitIES EXI$T�N0 GRADE_ Q CONTRACTOR TO OVER -EXCAVATE THE LESS PERMEABLE s CLAYEY SOILS (SC) ENCOUNTERED UNDER POND AND REPLACE WITH MORE PERMEABLE FINE DRAINING BACKFILL BOTTOM112.50 OVER (FINES CONTENT UNDER 5% AND A MINIMUM VERTICAL NWL EXCAVATETo PERMEABILITY OF 12 FEET PER DAY AND A MINIMUM ELEV role 50 HORIZONTAL PERMEABILITY OF 25 FEET PER DAY) TO SECTION A IMPROVE POND PERFORMANCE AND TO SATISFY POND -A Q RECOVERY REQUIERMENTSEE ECS GEOTECHNICAL N.T.S. REPORT DECEMBER 8 2016 (JOB NO. 24-5687-A). BUILDING #5 64,325 SF FINISH FLOOR ELEVATION 120.8 '. I1fi Bey• .-.{ 11680'�' { 11680 { '' '11660 '-. { � 11680 t. o I 1655 6,55 pn 11655 116.55- P-213 82 �J6' E O 0.28X .t/ 116.42 N d POND 2 a 47� CONTROLELEV./NW1065v PROPOSED FOUNTAIN-/ � '965 Q SECTION B-B N.T.S. 0 Structure Table Structure Name Structure Details TYPE H INLET TOP - 117.00 D-41 P-42 INV OUT = 10119 P-41 INV IN = 103.19 TYPE H INLET 0.42 TOP = 116.00 P-43 INV OUT = 10287 P-42 INV IN = 102.87 STORM MANHOLE D-43 TOP = 116.00 P-44 INV OUT = 10253 P-43 INV /N = 102.53 TYPE H INLET (BUBBLE -UP) D-44 (1) (2) TOP = I IZ3 P-441NV OUT = 102.41 TYPE G INLET D-214 TOP = 115.85 P-214 INV OUT = 107.15 P-213 INV /N = 107.15 TYPE G INLET D-215 TOP = 115.76 P-215 INV OUT = 106.51 P-214 INV IN = 105.51 TYPE G INLET TOP = 116.67 D-216 P-216 INV OUT = 105.80 P-216A INV IN=113.26 P-215 INV IN = 105.80 TYPE C INLET D-216A TOP=lIZ91 P-216A INV OUT = 113.49 TYPE INLET (BUBBLE -UP) D-217 TOP = 112.3 P-2161NV OUT = 105.55 PIL -r-10-{ F^V EXISTING FENCE IXISTING GRADE , 108.5 FOUNTAININTAI(E INVERT: f06.58 / e 904 lsfiz 1f .N'ITRUCTURE. OND 1 DRY RETENTION Q BLm I III= 11638 �.... k. D-215 p 215 182-42' HDPE O 039XI - W-1141 -21 223'�42 HOPE O 0.29 -�050i; 1f585 - 0 '°-� HP-116.40 �f150i. --� 11585 0 `- 116.70 0' 1f6. 5 P-216 65'-42' HOPE O 0.295 680 -_33 N /16.90-a 634-I6'.I.- �/ 550 Y� 0.22 � ff" 60 A b 'f DAVE SCHMITT COfiTRACTOR•AS-BU S' ENGINEERING, INC. nreo-yss°uaim�'A�s°a'w�°h's"dm bar °�o-�m61ed6.l,«�ey;�9�d�m 12301 Lake Underhill Road Suite 241 nipE-n"`�9n na�•ar hEd m°se'Asa°ns•arldt ememmna inm pry I,my k-lld9 do .t ISas achEByca,struaad.`uastatementfs based upon s9e°5servaU fthe-t-fn. ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization#27471 C° b d« Eng"x e N°toar°"'.u,°m'rasr9na"a°andui°'"ataa`dwaFl°ndaReg�ta`"E"�`' 01-09-17 IMIG REVISED PER CITY COMMENTS [3� 12-2156 CPNrREVISED PER SJRWMD COMMENTS NOW Structure Table Structure Name Structure Details TYPE D INLET TOP = 118.00 D-314 P-43 (2) INV OUT = 112.87 P-43 (2) (1) INV IN = 112.87 TYPE D INLET TOP = 116.50 D-315 P-43 (1) INV OUT = 11253 P-43(2) INVIN=lIZ63 TYPE D INLET TOP = 116.50 D-316 P-44 (2) (1) (1) INV OUT = 111.26 P-43 1) INV IN = 11200 TYPE D INLET TOP = 116.00 D-317 P-44 (2) (1) INV OUT = 108.62 P-44 (2) (1) (1) INVIN=110.44 TYPE D INLET (BUBBLE UP) D-318 TOP = 108.00 P-44 (2) (i) INV IN = f03.00 114.5 115,5 112.94 6' TEE 6-PVC @ 0,00% PIPEINV: 108.50 I INV. 108.50 INV.-10B.50 MAW I----"'°------------- .Ili 'm ��-___ tiI I O 0 0 25' 50' 100' POND2 SCALE I. - 5V I I e WET DETENTION i oB I I Q I WATER FOUNTAIN MODEL NO. LF 30000TP too 3-TIER OR EQUAL SEE L POND 2 DETAIL THIS SHEET. -3 8 to 0 RIP RAP LINED CHANNEL se 1 `f1 0 -_ 1 , - \\B le DAVE M. SCHMITi /y / DATE: OCTOBER 2016 FLORIDAREG.NUMBER GRADING PLAN BLDG ,5 & PONDS PROJECT NO.: CP2 48274 THE PARK AT 429 DRAWN BY: : D CHECKED BY: DMS OCOEE, FLORIDA SCALE 1^-50' PROVIDE BLUE EXISTING REFLECTIVE PAVEMENT EXISTING PROPOSE FIRE MARKER PER NF1 A CH. 18 FIRE FIRE HYDRANT ® HYDRANT HYDRANT PROPOSED BUILDING #1 FIRE 56656SF FIREHYDRAN HYDRANT4 & BLDG 1 FDC PROPOSE FIRE PROVIDE BLUE HYDRANT REFLECTIVE PAVEMENT MARKER PER NFPA CH. 18 EXISTING I PROPOSE, FIRE FIRE HYDRANT HYDRANT PROPOSED BUILDING#? FIREHYDRANT so.2wsF & BLDG 3 FDC PROVIDE BLUE REFLECTIVE PAVEMENT MARKER PER NFPA CH. 18 PROPOSED FIRE HYDRANT DAV E S C H M I TT CONTRACT°R' -aUmTS ENGINEERING INC. naao-is�mualsa�saa ��am amm9�waror�aewH.l.ore 6meaeaere 12301 Lake Underhill Road Suite 241 area ewantsma pare re5ia6ed mass ^nsa�ers•a+,a ncre mammnam moM my knaatedoa otvrtrat was a�maai aw,stuctaa.rt,issmmmxnt8easea won ara onurcarons otmo �oaswceon. I ORLANDO, FL32828 407-207.9088 FAX 407-207.9089 Certification of Authorization#27471 c000-acw Erg' — ^'9t� "m1p1^""' t'aa"au,aod7 �edaoa+wavm:uaReyls<vad maar. EXISTING FIRE HYDRANT PROVIDE BLUE REFLECTIVE PAVEMENT MARKER PER NFPA CH. 18 PROPOSED FIRE HYDRANT PROVIDE BLUE REFLECTIVE PAVEMENT MARKER PER NFPA CH. 18 BUILDING #4 246,M SF PROPOSED EXISTING FIRE FIRE HYDRANT HYDRANT PROPOSED — FIRE HYDRANT & BLDG 2 FDC PROPOSED — FIRE HYDRANT & BLDG 4 FDC PROPOSED FIRE HYDRANT — — — --(-- scnLe t' =too' . LEGEND PROPOSED FIRE HYDRANT + FIRE TRUCK PATH PROVIDE BLUE REFLE TIVE PAVEMENT MARKED PER NFPA CH. 18 I I � I F- Fl PROPOSED------------ FIRE HYDRANTBUILDING #e & BLDG 4 FDC fi azs sF PROVIDE BLUE PROPOSED-1PROPOSED � REFLECTIVE PAVEMENT FIRE FIRE MARKER PER NFPA CH. 18 HYDRANT HYDRANT 511.0" I50 FIRE FLOW i 5o%1,11'FReduction for Spdnklered site FIRE TRUCK inches Width: 96.0 Track: 80.7 Lock to Lock Time: 6.0 Steering Angle: 41.7 DAVE M. SCHMITT TRUCK OCTOBER 2 R FLORIDA REG. NUMBER FIRE / UCK ROUTING PLAN PROJECT NO.: CP2 48274 THE PARK A T 429 DRAWN CHECKEDD BY: : D DM: OCOEE, FLORIDA SCALE: 1"=100 SHEET: 17 OF 28 ---------------------- •FIRE LANE W/3'WHITE — - -- DOMES)P RFDOT ------------ --'—"—'—'-�--- WHITELETTERS -- —T— LINES AND 24°HIGH STANDARDS OF SPECS. STOP SIGN 1R7-1) ® WHITE LETTERS INDEX 304 ® & 24°STOP BAR STOP SIGN lR74) PARKING TYP PARKING TYP &24"STOP BAR •r .ter Wi n,;,:"" SEE PAVING DETAILS _._. _._.._ . ...SEE PAVING DETAILS _... ... _.__.. _ _ __. _... I a.o�.`+.•w,,. q q 9 9 9 Q I _—_ _ O HANDICAP PARKING HANDICAP PARKING / SIGNING'WHEEL STOP BUILDING#1 SIGNING& WHEEL STOP {6, --0 O O H/C SYMBOL W/ SIGNS H/C SYMBOL WISIGNS PARKING TYP I J (FTP-20-16 8 FTP-22-06) 56.650 SF (FTP-20-16 &FTP-22-O6) SEE PAVING DETAILS ( --- --0 O O O & ACCESS AREA (7YP) & ACCESS AREA (TYP) O O 0 0 - STOP SIGN (R7-1) STOP SIGN /Ri-i) -&24"STOP 9BAAR &24"STOP BAR BUILDING DETECTABLE WARNING pµ y 193,500 SF SURFACETRONCATED DOME SPDR UDT STANDRF PECS. .wcco: cu�a v,Kwwivice�mm rn°... ,vav�s. iP"'a"'a Ptb�`lananimo INDEX 304 PARKING TYP STOP SIGN/R1-i) I CURB RAMP DETECTABLE WARNING SEEPAVINGDETAILS &24"STOP ALo DETECTABLE WARNING SURFACE ((RUNCATED DOMES) PER (DOT STANDARDS OF SPECS. INDEX 304 STOP SIGN AV) 8 24"STOP 9A10,) 1 I K) V O 0 40' 60' 160' STOP SIGN //R1-1) VVVV 1111 [ITPARIIIN13 TYP & 24" STOP 6AR SEE PAVING DETAILS 11.I.S.1 I 1 UI C.E' a TYPICAL STOP SIGN FIRE LANEW/3I WHITE LINES AND 24"HIGH WHITELETTERS HANDICAP PARKING PARKING TYP SIGNING & WHEEL STOP PARKING TYP SEE PAVING DETAILS H/C SYMBOL W/ SIGNS SEE PAVING DETAILS I HANDICAP PARKING (FTP-20-16 8 FTP-22-06) BUILDING 94 BUILDING #5 SIGNING &WHEEL STOP BUILDING #3 & ACCESSAREA (/YP) HANDICAP PARKING HANDICAP PARKING STOP SIGN (R7-1) H C SYMBOL W/ SIGNS 50,200 SF 246,000 SF SIGNING & WHEEL STOP 64,325 5F SIGNING &WHEEL STOP 8 24"STOP 9AR (FTP-20-16 8 FTP-22-06) FI/C SYMBOL W/SIGNS HID SYMBOL W/SIGNS 8 ACCESS AREA (T1'P) ® —i (FTP-20.16 8 FTP 22-06) (F7P-20-16 &FTP-22 06) i ---�((( & ACCESS AREA (T1'P) 8 ACCESS AREA (TYP) HANDICAP PARKING SIGNING e WHEEL STOP STOP SIGN (R74) H/C SYMBOL W/SIGNS STOP SIGN (Rf 1) S &24"STOP 99AR &FACC S16AREA(lYP) &24"STOP AR FIRE LANE W/ 3" WHITE N I 'ROVIDE LINES AND 24"HIGH FIRE LANE W/3"WHITE STOP SIGN R7-i) SLUE WHITE LETTERS �EFLECTIV ® t- PARKING TYP y s AVEMENT DIRECTIONAL SEE PAVING DETAILS LINESA D 2 " & 24°STOP AR AARKER ARROWS PARKING TYP WHITE LETTERS ER NFPASEE PAVING DETAILS I ;H. 18(TYP.) LLLL111-LLJ-J j�I I I I I I I I fl I I I I I I I I I (1 I I I I I I I I fl I I I I I i I I I I I I I 1 i �--- A — DETECTABLE WARNING 24"STOP BAR, SURFACE (TRUNCATED ® 7YP. (WHITE) DOMES) PER l-lH R.O.W. LINE, TYP. FOOT STANDARDS OF 24'TYP. STREET SIGNW/ 304 CS. INDEX �Ols DEAD END (W 14-1) SIDEWALK RAMP/W 25' R. 7YP. I DETECTABLE WARNING, TYP- 35' R. TYP. STANDARD Sign No FTP-21-06 and FTP-22-06 3-6° White C Equally Spal Pobli L Sidewalk V N HANDICAP PARKING SIGNING & STRIPING PLAN THE PARK AT 429 OCOEE, FLORIDA 0 Sign No FTP-21-06 and FTP-22-06 HJOALt: 1" = 6V' SHEET: 18 OF 28 'o20% �-- %DL'D 63% ^- %[90 Lu ^ —%OSD— I I 2 f.Q% %9E"0 %No .-', .� '`• V --- %� 0� i N "%O9D o I- 0 % -�- %OL'0 ,',063% 11.88% —%aso Lu-- J • - %95.1-� YA90 -+.f -^%OSO--I-`:�.I �=% 0— A W _ 0 ^ m O Hill t J. ' . ., . •..',. ,J �d BUILDING 5 BUILDING 2 BUILDING 4 BUILDING 2 BUILDING 4 BUILDING 3 BUILDING 3 VERTR :1"-- 50' VEV= — a58'/, -- — 2n 11151 ^ I Lu i, W j I LL W � W I 2 I, LL I 145 140 135 A CTOR*AsMTT REVISIONS DAVE M. SCHMITT FLORIDA REG. NUMBER CROSS SECTIONS DATE: OCTOBER 2016 PROJECT NO.: CP2 DAVESCIL1M ITT ENGINEERING INC. conm ^B i er"hs."A�-B"-te Rfthdo by a°nt.a ,Ftdbdn.i, d.Mda DATE BY DESCRIPTION DATE BY DESCRIPTION 48274 DRAWN BY: CPN ® 3873 AVALON PARK EAST BLVD. ,d.Th�s named o10`'�•'�s "'dog.omen,meemm�°ram»�nmr�ohtoasow.,wl "way mrewaed.rncatemantrs w>on� on�Naoonsmmo mo:wmoo. THEPARKAT429 CHECKED BY: DMS ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Fl OCOEE, FLORIDA SCALE: 1"=50' Certification of Authorization #27471 C_Y ,mwnu,e n"a am u,e odyw�aGed BOB�m 'da Res�weeE }o��. SHEET: 19 OF 28 VANM� YYIL)tNINU VARIES VARIES 1"FC - SP 9.5 0.02 0.02 J 726 E I Yi-EE -F"CURB Typ EXISTING PAVEMENT AND GUTTER TYPE "F"CURB EXISTING E 9.5 SP - — -- — -- PROPOSED Typ NU COURSE STRUCTURAL CO E DRIVEWAY (TRAFFIC C) �U-- 2 112'TYPE SP STRUCTURAL I'FC - SP 9.5 IIII z Saw �9� COURSE (TRAFFIC C) EXISTING PAVEMENT 10'LIMEROCK BASE LBR 100 12'TYPE B STABILIZATION COMPACTED TO 98% COMPACTED TO 98% MODIFIED MAXIMUM MODIFIED MAXIMUM DENSITY PER AASHTO T-160 DENSITY MIN. LBR 40 OR FBV 75 PSI NOTE: TYPICAL ROADWAY IMPROVEMENT SECTION REFER TO PAVING AND Nis DRAINAGE DETAIL SHEETS FOR ADDITIONAL REQUIREMENTS 0 W 30. 60' SCALE. 130' PALM DRIVE POSTED SPEED 25 (DESIGN SPEED 30) F.D.O.T STANDARD SPECIFICATIONS INDEX Nos. 300,301, 304, 526, 546, 17346 DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241n�sa ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 ---LqLT, I hmLj e� �t ��'A�B,.�- w— ft,�.Md I, m by � —t�tor Wed bel— 1, w w e�'I�y� �dr n ff,� rem hv—�,vd 9—'A��'wd bdrwe �m W � m k�kdge dw�t �b ob—t.. 0 th. C-Vd"_ Er4n—, REVISIONS A A\ DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 OFFSITE IMPROVEMENTS GEOMETRYAND STRIPING THE PAR OCOEE, FLORIDA DATE: OCTOBER 2016 PROJECT NO.: CF`2 DATE BY DESCRIPTION DATE BY DESCRIPTION DRAWN BY: CPN — CHECKED BY: DMS 01-09-17 MIG REVISED PER CITY COMMENTS SCALE: ill = 30' 12-1-116 ePNI REVISED PER S,111. COMMENTS CITY COMMENTS SHEET: 200F28 aLUEHc SYMBOL .-6•YMITE WW 6'VYHITE ;C; �4•o.c. NotE: ALL 6iWPING SHALL NE THERMOPLASiic. TYPICAL PARKING STRIPING PLAN N.T.S. t�A: M IFH/I.tJ BHfwO 1/I' FF. ✓Z(T I WIDTH VARIES -SEE PLAN = "" 1' o}ie t RN. GRADE 114 "T yr B3F• 4m+i "° s "� "Aq1 y 5-MON A -A V •\ d `/.`V////A.\�Y//!/!n • e. PAVEMENT 1' 6➢H lYR9pm�L 91NL eE R]p'iD Y RflKm •,I t ��Y ,iPN�1�9�MLt aAY 8E f110®Ai ➢E loff . 1 ta151WJCT OM Q/59 A [.b00 M� OUW¢1L �' v cue wYtsBrN /¢S RATtc NaWltlTifx NOTE: ALL SIDEWALK CONCRETE TO BE 3,DODPSI (MIN) orv>u>Es ALT A<.�IIEfi pJ®lBe6 (MAW1 ssBar uB.s 4" 4' SIDEWALK ABUTTING PAVEMENT N.T.S. TYPICAL HANDICAP RAMP N.T.S. . • -_=--use==s= =--33.-_-�Casr�i t�._—'. i _f' � is S,G— "_�___-•-_._ u��-�---_—� 1� s BOL DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 DGWRACTOR'AS-SULTS" TYPICAL STOP SIGN N.T.S. #4 (TWO PER CURB) a R4 7_9806 KEEP RIGHT SIGN N.T.S. CONCRETE WHEEL STOP N.T.S. ti\IDUMPSTER GATE MNGE DEfA4 JAliYAYb'l'}iy=�a{6yT hiu R ' y� Y S 1�5 III thereby slag Nat ihese'As-Bins"were kmishci to me by Bye obnhac o,Wed balm 1, or an enyaiee u der e y died supervision have revleved thew 'As -Ms' aM be4ve them to be h compr— wYh my mmbdge of what was adualty_hded. T stasmentb based upon s's obsenalans of Ne mru eon. Contadot Eno.— Na ,rd w9lwut Ihs sgnaWre and Ne origami rased seal of a Florida Rerystered Eng'mv. i nl 0 62' T SIDEWALK --{ f -- T SIDEWALK 19' 24' 19' PARKING DRIVELANE PARKING 4' CONR SIDEWALK. 12' 12' PROFILE PP, EA. SIDE GRADE VARIE LANE E VARIES --�- V��ypRl-Ea E 00 2.00X-/\/y�IES�� • t fltlF' YA%WUL DIN9TY A9\Vl. PA�fI®li StTEAHUUMMUU55 NN11UO f��`��' TYPICAL PAVEMENT SECTION N.T.S. (PARKING AREA) VARIES IIIIIIIIIIiIlIIIIIIIIIiII1lHllllllllllli' HEAVY DUTY/LOADING AREA PAVEMENT SECTION N.T.S. B'9 W�I.f z W 14F WYF U3 Bm M wlff9t AA�41 T-I60 YB1. l8a nw- HEAVY DUTY/LOADING AREA CONCRETE PAVEMENT SECTIC N.T.S. WIDTH VARIES-SEEP"N STANDARD 4" CONCRETE WALK N.T.S. CONTRACTOR SHALL COMPLY WITH THE 2016 DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS AND FDOT 2016 STANDARD SPECIFICATION: F.D.O.T. INDEX 200 -STRUCTURE BOTTOMS TYPE J AND P F.D.O.T. INDEX 201- SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS F.D.O.T. INDEX 210 -CURB INLET TOPS TYPES 1, 2, 3 & 4 F.D.O.T. INDEX 232 -DITCH BOTTOM INLET TYPES C, D, E & H F.D.O.T. INDEX272 -CROSS DRAIN MITERED END SECTION SINGLE AND MULTIPLE ROUND CONCRETE PIPE F.D.O.T. INDEX 300 - CURB & CURB AND GUTTER F.D.O.T. INDEX 304 -PUBLIC SIDEWALK CURB RAMPS TYPE "F" CURB N.T.S. TYPE "A" CURB N.T.S. TYPE "D"CURB N.T.S. PL4N 'II'L 16�IIII 'rL'8'�J' 1 I •. ( :. B.o :. I" Imo. 3.-0• •�� BCSTpNGBB 6Ecip!lAyl (!'VALLEY OTTEN) RYPE'F CURBSGUITEy 3' VALLEY GUTTER & TRANSITION N.T.S. -_.......... DAVE M. SCNMITT �� '� Av DETAILS FLORIDA REG. NUMBER DATE: OCTOBER 2( PROJECT NO.: CP2 48274 DRAWN THE PARK AT 429 DMS CHECKEDD BY: : D OCOEE, FLORIDA SCALE: - NTSe 0 I�� mm rma��wv.sxt-,.-. umm �,-b 7u•..xy m vo-w��u+u cw�N rrw DAVE SCHMITT CO mcTOR•A3 u TS ENGINEERING INC. u,��e•, „�e Ii—bysbt,u,a�'r� st,eator byu w�,o, db�.to��wm � Suite 241 12301 Lake Underhill Road S eea supwYsbn havo re��e, amese•a euss'ar.e belseu,emmbemwn.an��;m n,y w.orLd9emnf,at tea: ew.3ey meswcree.Tn� s>a�fineat ba�a woe sae obseHaeon= mmo W:swaaa I ORLANDO, FL 32828 407-207-9088 FAX 4 07-2-9089 Certification of Authorization anon #27471 NmOe a w t me s'yem,re aria u,e o resod seat o<a bn Reyse*ed r;,9o,e�. An OIN OF=EE (f DAID M. SCHMITT OCOE WATER DETAILS FLORIDA REG. NUMBER 48274 THE PARK AT 429 OCOEE, FLORIDA CHECKED BY: DMS 1 L I ms*€a m a rn z�n� ram snu.i� meer m.�.n Y G(rY OE OCOEE , Mie M Nt9 DAVE SCHMITT °°^�^°roa as aunTs ENGINEERING INC. ��b,ssnlbsa�am:5•w&a�dmmabu��o�l�db�N.l,��m��,�md�mY 12301 Lake Underhill Road Suite 241 aoa�,�s�on polo r�;�„Ed m�se'n a�'�d b�e�e �nemmbemmmp�r.•�rw, my w,w:,w,�lmt ORLANDO, FL 32828 Wass iy �rswd d.Thzs sw'.em�+a is based won sdsob—rol ds mns d- 407-207-9088 FAX 407-207-9089 con y En'f— CertificationofAuthorization #27471 bal°�`'"Mi the sfona""ommrrrevVWmhed woroFlo" Res3+eredE„4n `N � z� rom - rrl �- ., <°.�.. �rr>, m�me.v ua•.,a-, nmm�.mt-y x. �'p «.�,��a.o-�.wmssveffia .�. -._ \I�. - .aa by i .wa..e-a . v..r.s..mw.e � r.�e�r.•�e�er-:mew»a.ev e,..xa•. wR.•z�vma.w.m^-nmew.mm,nm - CnY OF OCOEE i1 Th'P.IDEtM115 I PSe Baa6-q WTrmW, z exi.,e.,�,me-.�rmmur��ena qiY OF OCOEE ;,y �Sa., S.+sa AR9 p E tr piV OE OCOEE Nl151nUCitovpETNLS � ..-.-.-.... .�mmmmm �mmm®mm �mmmmmm UHG.NUll l OCOEE SANITARY DETAILS FLORIDA REG. NUMBER 48274 THE PARK AT 429 OCOEE, FLORIDA IPROJECT NO.: CP2 1 CHECKED BY: DMS 1 � rxd✓>s vs...n+J .yn l _ , \ P wee ✓mn r �P __ � - v� "a "m n.� v' em ✓va � r �, .. � „A Rrdvdwnl um. eew.eam daub w*a+mu+.dm aadue �s3ic ne taENmr. ✓+.,W Nae 6lno mx�h tYm*m werme� � r� Mo- ��A��ymw mre mc'.edew ZFe.AI %�'+n � \\;� M1rvl \ \ \\ \ \ � Ary � � 4�CVB yg�M r�-Psf� M. Fsu �mi �" P� reef WemW m b�-m nnb�xsaa�ry �� svni bxr:a Yfiv sv^.�M aM •--T+a -faro Hx amx Er�oser_w Yce �a a ro�mm�Finam �� u3 �Pr�tm+Je � Wr�U� WNne✓AdF*.a- Tnay mz mya tr.ry ush tr�ep.nva ✓ aayea on tq '' Any tmd An w.s rrer aaz w.e trav9 myrsamam�n eaemimn 4h N �+o eam UfYS 7>•3ti SCM [mxa'ai ? Q.n mem Zl re i+bvY<e:C,.nP aGy�• n � nwc-vtm W ems.-a�f nenmh aY-+ RNi PorezaR::zmr•ce(VIX: �b R'+w amr Ge kyi PanamtRM�--n+ !_ vvea tr`wavav!✓vr W Y✓iaa Kruia bry. oETArt CITY OF OCOEE 1111 DETA,L CIN Of OCOEE III OETA0. CITY OF OCOEE ,` oETAa CITY Of OCOEE t Ib. rI oErAn ClN OF OCOEE !✓D- CON6TRUCTbN OEtARS NO. CONSTRUCTION DEfAltB I li '+i UlIQi Boregd n• ,.. aewry NO. CCNSiRUCT10N DETArl6 ,�, _ i 1R1f3 TrzWgl tW- coN6TRUCTION pETA0.8 '*' Ui188 P�lOCO .r'. CG`lSTRUCTION DEfPJlB .f , Ifr101 ConpMa Ar AFOCOEE N � {j: ' wmof owcm. ' --ParemeM RePrv2me+b OAIE Abr. Nlfb 6CALE n OATE: Feb. Mfb SCALE n OATE: Oxa 2016 SCP1E: n OATE ApO16i6 SCALE: n'a OATE FSC. 2a16 6CALE n DAVE SCHMITT cot—c"OR -eu-s' ENGINEERING, INC. Iharebysteathot�'As-BOW we b,,htafl ecru»m�or€n belao. 1, orm —prya N 12301 Lake Underhill Road Suite 241 Under ,W.T sta d I. based upon hue oesa,�a ,of tra,o I —tom FLoadS—aomamym ANDO, 32828 F—p—b�h—J,OR 407-2079088 FAX407-207-9089 Certification of Authorization#27471 —d,,* n onatcaodubw,a;saasaW0.FIomaRagM+ &g*—. DAVE M. OCO E TRENCHING DETAILS NU FLORIDA D REG.G. NUMBER 48274 THE PARK AT 429 OCOEE, FLORIDA N IDRAWN BY: CPN 1 NTS B' INLET FIELD INSTALLED CAST—IRON CAUWNo NTERGRATED LIFTING HOOKS HUB WTH 4' GREEN VENT VATH BRONZE BUG SCREEN FERN..BOOT "x3o*x2 VALVE BAT FOR GRADING SEE 40'x30'x 24' DEEP N11H HATCH GRADING SHEET. MATCH STAINLESS BRACKETQUICK CONNECT—PWGVALVEIN10 EXISTRIG GRADE S*STEEL fITIERGLA'S PRESSURE CACEKNOCKWTS 2-3 W) FIELD INSTALLEO FOR ELECTRICALCONDUIT rkIr............._........, ESTRAIN JOINTS 4�r Fftad VAULT THRU 45 FITTINGS SUPPORT�C FORCEMAIN n,s R DS NO GRAIER THAN TON FlBERGlASs INVERT, SLOPE S.S. HINGE — STAINLESS STEEL TO )FAIN NOMPIPERACKSHO5 111rHo-MlroWRYJG PLATES N BLE 2' PLUGVALVE {Xr'X!•S S. PLATE It OTO ruBEpoR IAOU,^mNO 0-T lal 2' CHECK VALVE STAW'V15'ALL 2' SCHEDULE BO PVC SLIDE RAILS 1.5' SCHEDULE 40 304 S.S. PIPE YE WELL I 24 VOLT BOAT Ul%T,O LEVEL CONTROLS (TW) PUMP DISCHARGE SEALING FLANGE VENT� NJSTAII J•X5'31655. NBULAR PIPE SLPPoRTRACK 12' I 6.1.TNTEGRAL FIBERGLASS pRorwrPtn ul.Fn � A,arw . FLOAT TAB ' AnIusTAeLEss. a,o I 315'S S.fw(xmnv vaO OVEPoAPF�Ylu MNOF WAro",'JO lSfl.CED YAR 2'. TO BEIAAOEO.V SITETDFIT. E01 S S. !}BOLTS V59TR FIhD RACKS 1D BER!OIRJiED {M1IDi}' 1316 4'ASFER AhDOOUELELOCMNG l.'UIS SAI:A51CMItG LOCK S.S. 45EOOEAM1'CHORS, 2PEF EAD, ffOXYCOATEO CONCRETE 55'ASIffR mPr S.S. PIPE SUPPORT RACK DETAIL ARCNBASE 96' (23.0CU. YD.) net£ spanner of RACKS ro BErJOGREATER rRaes EOUAI, EOUAll YSPACETOPAnD BOTT0."A. BAR AROUND BASE BA LIFT STATION SECTION DAVE SCHMITT GONTRAGTGR'ASADA S" ENGINEERING INC. Ih-bTEtatEKmLU-°A$n °w6reA hOI.—byn,n.nba ,Wdbel—k.1 12301 Lake Underhill Road Suite 241 a3Ect 6nperrsSn hava rm-lt,, d Nem•AsenYs• a,d bet mem 0bn Inmmrtanm ws was aduaP/misbudc-0.Tks st lnmerd Gbasad upon fire observations ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization#27471 c°.o- mr Engr.Ear f+aYa'awra,n'^u,e:gnaw`°a"a"»°dg;at'aL`M,a�nrnFl°aaaREdate<°aEngr"`. PUMP PERFORMANCE CURVE xylem MP 3102 HT 3- 267 rE Y z P. forma.°6 curve Pump Motor INN �aR� eP¢mVar 18'161mR tly W��tiil16i63AL-IYERp 1I1 Loaf 0.E6 aven:r`wa+na. e 9 Ord sow �,°,,L93w° 11 twyww o 50 0,,,7}1..,. ao w m w ro eo w tm NSalzml 1'� iONer® lameeh za5ror 16 ''`.xwee. REVISIONS DATE BY DESCRIPTION DATE BY DESCRIPTION in emp�E° undamy m/knorvNdge otnhal ACCESS HATCH & COVER ASS WETNEL r-2' PVC DRAIN DNE —PVC DISCHARGE EMERGENCY 2' QUICK CONNECT LIFT STATION PLAN MGLASS VALVE BOX (LOCABLE) PRE15UII GAUGE TRANSMISSION MAIN AFFLGX OF STANDARDS NOTES: 1. The City of Omer Minor Lift Smtio. Strmdmd, me pmrided for Use by the City or other paties tehcre .id lift sl.tion ,ball be dedicated 1° vnd m,i,tni,,d by the City of Ocoee Utilities 1),P. enL 2. The use of the minor lift station shill be limited in scope and shell require Smlten aPpmsvl. Awp I shell bent the City'', sole discretion. 3. The City owaw these plan, aM details. Any ,s . mdlrr modification of plvn, are prohibited unless aaitten pertnissiun is e pre ly granted by'the City. 4. User of these derails W,ifi n ions shell hold the City and its vents bnrmless for any use of then detvil,kptti6cati°n,. Any discrepancies or co.OkN found by mnharized user °f the p1m, shill be indicated to the City in writing before usage. S. These detnils nre... ilnble fmm the City in CAD format inhere designer mny elect m m &y by dmolic discbmge system conditions Uun'el ore."perform.... cu - graph to detemrim sTslem operating conditions. Deagner should select best imPoller nM emssout reference to other impelle, lloe to the dymnmie of the CIt)'s s iwy sewzr tmmmisim s)stem, the City mny mquim the system in be modeled using the City', hydrnolic mMd DAVE M. SCHMITT 'p' UA I E: UU I ULSEK FLORIDA REG. NUMBER LIFT S / ATION DETAILS PROJECT NO.: CP 48274 THE PARK AT 429 DRAWN BY: CPN CHECKED BY: DN OCOEE, FLORIDA SCALENTS IBrrML KIItalFl ta0a ❑ OLLLfA � Om 1® 1� b B1 is, an let T62 M -t TTs PLAP Ki iMMI Rol si9 OUPLEX 24OV CONRKOL PANEL N na R WOOL eYOLm 2 All e'st.�al mrs2ri Lunasha9Ea rla9] 9 Corner=aa�.ehp�aN'l L�NP�.'F'r m�v®M®a Frmvmp lt�'on 4. Caar �brruwll�hN4ge,rezbal s4•tl, Rwmrn�. Inv+rrEY Mermoum i4 Rif if TW RECEPTACLE - RECPfH2E if # � Ase HORN • r POCIRR w RESET BM O,E PADLOCK O O TAT ASS DAVE SCHMITT -DR'^sa1 - ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 1 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 DUPLEX CONTROL PANEL ENCLOSURE DEAD FROM LAYOUT 1. OUTTR DO' GTE S AU. OE A IU&UN OF 30V X 3011 x I O D OR AS Dhn FPPRBY of Cm. 2, FORT SfA31OS TUN FU PS RAM 20 HP OR Of EATER, OUTER B0% SITE SHALL HE " X 46'H K 12'D AND SNg1 H " 2 LATCHES ON THE DEN FRONT. 1 OPAA81G5 SFW1 BE REY6iD FCI STARCS MIN ITAPB RATED GREATER THAN 47 HPP kSWURED To THE CRY MR NiitO/H. 4. PRIME OfffPYENT FOR SGOA CONTROL ODfeECROH. 5 ALARM INNE FIIXN, 91FTtCE E.ITfDN ANO GElERA1DR RFCtPOCE ARE FDIC VSlM1 IRIS DIAY, WCT IiNAxlNl M DERERl1ED BY L TIE GURR DOOR STWL NCURK A 3-POOT LATCH ANO SOMISS S DOOR HANDLE AS MAIE/f:RRMD BY "OFFIIAN OR APPROAD MLIL ]. CCRWLTDR ro 1bT/11 FUME SCADA CDIRIIDL LID% MOUNTED Ria 90E OF CWTROL PANEL USE 3M Re x 24' x 1DI SMLERS STD. ENCLOSURE COMPONENT LEGEND 240 UFTSTAT10N CONTROL PANEL INSTALLATION DETAIL ❑S7RNO./R�BH/1¢R TYPE-FllSaiE 11112 I. O ISSHOAN FOR 2D 1OLT POWER RIPPLY. 2 POWER SUPPLY SHALL BE WOMROUD ON THE Let STAN SITE AND SHU BE 3 PHASE FROM A 3 PRASE SURGE ONLY. 1 ML west" EE" M NLOS d CONTROL "M BE C"Tax"S. 4. CONTROL PANEL SHNL BE NON�FUSBtE STADRRw STFfl. A _ Amu BU. FS _ FLOW SWITCH PY _ PHASE HEOtniOR ACT. _ AB COMPRESSOR FA. LIGHT A.CR _ Alft COMPRESSOR RESET FFS _ FLOAT TEST SWITCH PS _ PRESSURE STITCH CDR _ GROUND FLOT OVPIDK RECEPTACE R _ RELAY ACTS _ AIR COMPRESSOR TETU NAL STRIP GND _ EARTH GROUND AM _ AUTO DIMUR RECEPIMJL OR _ GENERATOR RECEPTACLE RCB _ REMOTE TEIFMERTY CIRCUIT OPF'AGR R_ _ RUAeNO Loff A _ NARY HORN AL _ ALARM UGT HA _ HIGH UEVFL AMU HER _ HIGH LEVEL RESET RN _ REMOTE TEIEM❑RY UNIT SC _ SURGE CMA6RCH ALT _ ALTERNATOR ANTS _ N.TERIAM I SWITCH HDA _ HAND -OFF -AUTO SEIECTM SWATCH BON _ STATION DIS/ffiE RELAY ISR _ eRRNSCAlLY SAFE RELAY sue _ SMART MOTOR CONTROLLER ASS _ NAY SUNCE BURAN ATS _ ALTERNATOR TEST SWITCH LA _ LIGHTH O ARRESTOR UR _ LOW LEVEL RESET SPY _ SNGUE PHASE MODULE SS _ SAFETY SYATCH AV _ AIR VENT LTa _ UAVP TEST BUTTON SSC. _ COU D-SLATE O1E13DM CCa _ COfRROL CRCUT BREVaa Cr _ CRNENT TRANSFORMER CNS _ CHECK VALVE LOST SWITCH YB _ MOTOR BREAKER me _ MICAS MCB _ MAN GROUT BREAKER T _ TERMINAL TB _ TE7M®UL BLOCK TD _ BYE DELAY DPDT _ DOUBLE -FOIE. DOUBLE-17Eg05Y DR _ DISABLE RELAY DRB _ OUPW RECEPTACE BREAKER We _ MOISTURE DETECTOR us _ MOTOR STATER He _ NORIAALLY CLOSED TDOOE _ RYE DELAY ON DE-❑NERCRE MOE _ WE DELAY ON ENERCRE TOR _ TIME DELAY RELAY ITS _ DOOR SWITCH EIS _ EMERGENCY Ca", SPEAKER ETM _ ELAPSED TIME MUM NO _ NCMAYLY OPEN C. _ EGAD PCV _ PIMP CONRRC. UNIT Ti. _ TROUBLE IIGHR TLS _ TROUBLE LNAR SWITCH TPOT _ TRPLE-POLE, DOUSI-E 1151OA' F _ FUSE FB _ FUSE BLOCK PFL _ PULP FALL LID PFT _ PUIP FALL TIMER TTS _ THERMAL TERMINAL STRIP xNR _ TRANSFOI&" FL _ FLASHER FR _ FLOAT REGULATOR P1. _ PLOT LIGHT POL. _ POWER ON LIGHT I herein, LLla that ih�sa'As43v0"s'ware hunsMdlo me b, the mntrador 6ted bdor+l wan empkyee emus my drwd am�lsmn nape re,�ewed loss. •n sate• and belg;w mem m bw h �Aanao ,-�N my w,a,Yladga aahal aw wau3Ay r«�awaha. TT t salemweg baaw apon sea ohseNaeans a ha ronsw�eaa Contractor Engneer tktva'd ndhod ins sgrutae and Ne ong'vW rased seal a w Fbetla Regiiaed Engalaa. GENERAL NOTES "The eomplete DR Stolion shall be a 'H-20 LP Pre -Fab Uit Station, Including two FLYGT M-3068 Pumps : z Wetwell w 1*1 be of renforcad polyester ""gI.. material with a load TO Wg of H-20, and meet Include idmdncation of ASTM -infection and sarld tracking number on structure Structure, Intlupding salt, lop and floor thickness must be designed and certified by a Florida Ucenead Profe..Imd Engines. 4.Vdve wall armed hatch ahad be esaini d lodida It I of check wive bete with minimum daorances as shown (or 6" diameter perm easy ranow sp pipe. 3.Vaw wall shall haw eeded floor drain to wetwdl. Grain shall be equipped with P-trap. 6. Flaxlde coupiIng hall be flexion. typo 7. Pressure gorges shall be elohlesw steel with atahles. steel dlaphragma and 4.5" diameter did, and shall be calibrated In (eat of water with a range of 0 to 150 rest. Gauge .hail also include stainless eted petcock wins. ..Wetwell cables when be located on son Ids as central pane. 9.UR Station site shall be graded to proNdo positive conwyance for wetwdl and vdw box. Added sears within the UR Station shall be stabilized with minMum 3" rock lm�wring underiah with weed fabric, Al1 exposed meta and/or fittings at stainless steel shall be coated with shrink seal. il. FwcanaIn .fret be leveled at to greats of two time, the maximum operating pressure or 100 poi fa two conWuoue hours, with no wets loss greats than the fallowing: L = DO I' fP15 37Do L - unusable loss In gallons P" 2 hours N = number of pinta in section tested 0 = Nominal Pipe or star In Inches P = Awrage lest pre,asre matntatnad during the leakage In par For 100 par L= 0.00720 NO 12 Upan -,let- of station, before find m aplanca, a contractor shall schedule a startup of the wtarwn. A factory representative of the .tell. had] be present to wrffy meh.led and dsoa.1d opvaU. In addihm, when. operation shall be wrifled, ln=B pumping rates and operaWI pressures 13. Shop drawings for pumps, piping. wiws Rtttng% wetwdl, awra manholes, and electrical equipment are required to be submitted to and opprovwd by the IRAN[— Department prior to -.-salon. 14. In the event that the UR Station is to ass mere than a single property or building, the t.U. shall oleo Include a reinforced payeater material manhole. ELEC1RiCAL NDIES 1s. Contra panel shall be stainless steel duplex panel and assembled by a TUV (U150B CsnI ) monufccturhg farcAlty. 16. Endosura shall be HULA 41K, Min 30" high, 30" wide and TO- deep flaergiasw wit pad -lockable dmw latches, 17. The enclosure shall have ..tenal mounting feet to anew for wall mounting. All hardware shall be stainless .tad. 1.. Stets winding shill 6e open type with Cie., F InsaoUon and whin be heat -shrink fitted into the state, housing. The awe of pima bate or other fastening 1.,Ies ham at be occaptobla 19. A heat somas thermostat ,hall be attahwd to the lop end of the mot" winding and ,hen be connected In sales with to magnetic contactor col in the contra pond to tot Two heat wen ording tamlahtshal be�ed� U. butpphaall m met" all tornotically reset when winding temporal- returns to nl- returns toamed. Twing components shall be mounted through line mdosure with water light seal: �e (1) Alarm Beacon (Light)arm e 1 AlHom e t GeneratorReteptade w/ weatherproof Pyle. Holland UTE -4100 cover e i Alarm Stance Pushbutton 2L The bock pond shell be fabricated from 0.125, 5052-h32 marine day aluminum. ALL components shall be mounted by machined stainless also] screws, z3. The hoar -door shall be fahrlooted fir- 0.090, 5052-h32 marine alloy aluminum. 24. The following components shaft be mounted to bock parch two (two) Squ"e D .4s '0" Motor Contact". e (1 Val Monitor (single phase) Phase Manner (three phone) MPE-ODI-240-118 " equal one (13 Cantrd Tranaf"mer (480 Vdte only) �e (i Silence Relay e (1 Duplex Altamal", MPE-ODB-120-135p "equal twenty (20) Terminals for Mot" Connection. (Shill: Ph... only) six ( Terminal, fa Mot" Connections tree fi) (3) Grounding Lugs 25. The kma-door shall be fabricated from MORRO, 5052-H32 marine allay aluminum and haw continuous aluminum plane hinges 26. The following components shot] be mounted through the Inner -do". wcaie (1) Square D Main Circuit Breaker 1 Square D Emergency CbwIt Breaker one (1) Mechanical Interlock far It and Main Breaker two 2) Short Circuit Prolect"e 1 Square D breaker pond mounted Central Circuit Breaker two 2 Sid Failure Indicator Lights one 1 Square D H-O-A (hand -off -auto) Selector Switch two 2) Pump Run Pact Ughle one (1) Power on Pilot Light two ((2)) Redkegton EnA 710-OW2 3" or equal Elapse Time Meters (Non-Resettable) one (1) GFl Duplex Canaenlenco Gullet 27. Component Sp,cificatbnsi c)Afl circuit breokenr shod be melded thermal magnetic. b)The mehanicol Oetalo din .hail prevent the nammd d agency main breaksa from befog magized of the come tine cl The emergency generator receplade shall be supplied In accordance with FOEP standards, The generator receptacle shall be adequately sized to meet the equipment a)alamo a sh�l cckkmlt et capability must beroppteAda for thout apeLing ewe a-wilaga release and doss 10 overload protection on all three phases idiots trip Indicotlon, test, and a1Dpd cmebd ler-n a. t a Ilene, contactors shall be rated per IEC standards and property axed per the motor requirements. Contactors hall proside for safe touch power OLighting Arista andl meet or exceed the rvoubemants of ANSI'AEE veld. 062.21-1984 section ILSA and 8.7.3 shall be supplied by decWcian and mounted on the bottom elite of the switch disconnect ahead of the pump control panel. .)A witage manita Shan be supplied far single phase .".. b)A phase manila ehal be supplied far three (3) phase esNce. I)A green pilot light shill be supplied far each male. The plot light shall Illuminate each time the meta I, cefled to run. jl Each Pump shall have "Elapse Time Meter to record the .-mulaled In time. The ETM shall be. 2" dlameler non-reeetlabla six digit, totally encapsulated unit. L)A red pilot light she. be supplied for contra power. The plot light shall llumlnate when the control power Is -Table Inside the control pond. 1) Renoys shall be Ice cube plug in type. Relay contact. shall be role 10 amps minimum, DPDT. a')Twenly (20) tambdi, shall be sup ITed far fled commactions. The terminal, when be. rated 25 ams minimum. m7Ea h motors owr-tanperatura cone ct shul be connected to the tamtnd strip and shall open a contact to de -energize the opp,apdate motor upon a high temparature within the mate. o)A 15 amp ground GFI duplex racaptade shell be supplied and mounted on the hoer-doa. plGraund lugs .hall be supplied and oppropHalely sized fa each mote and for sav{ce aetranca q)f aneplole. far the hoer -doe and back pond shall be of a graphic design, .pacifically depleting the Intent for each devlca. 28. MI-paneoux r)AD inning on the bock -pond Shan be contained with the cubing duct. s)An wiring between the Inner -doe and the back -pond shall be contained with In a plastic spiral wrap. OEach wire shall haw a wine number at each and to cwre,pond to the aw bunt drawing far field troubleshooting. °)Provide and Ironed four (4) roto-flout, direct acting Pact switches Three aensore shall be far pump apaalion and the fourth far high level dorm. •nTh. Installer of the IlRetatlo. shell coordinate with veld est.Nlah power supply from paws company. z9. Fast.- and Appurtenances a)ALI hatemeri, lifting cables, Pact cable bracket, hinges, and appurtenances shall be mode of AISI 304SS.. .)A 304SS dWa/lotch assembly ahem be provided far holding the doors open on the wetwdl and wiw box. ,)Side ran. sham be made al Sh. 40 AIS 304 55. z)Pump lifting cables and boles shill be made of AI9 304 SS 30. Voltage reference to 230V and 240V shell be Intahangeable. 31. The awe of transformer, to step up or down witage Is pnehlbIted. SCHMITT DESCRIPTION LIFT STATION DETAILS FLORIDA REG. NUMBER NUMB 46214 THE PARK A T 429 OCOEE, FLORIDA IDRAWN BY: CPN 1 (SCALE: NTS 1 OF 28 1016 TWOAl\•e, TR'O WAY, cll sTAIIOAROr WOAS WITHI:Y- TRH 1 WAY orNo.As,i .o„NF, :,w � _ d r�HwE WAR sF, ------IIF-_..----------- i------------- ------`f e j 7'\ TENFORARY RA)rE0 RUNRIF rTRIPr a� ns _ k. �OT� OEriGN SiIN M DAVE SCHMITT I COMRACTOR"A49U8 5' ENGINEERING INC. hFmtr,,3:a�t �a weR mamm��m�atiarU.�ab�NH.l.o/�Fa;F�m 12301 Lake Underhill Road Sufte 241 daoa �rv�+drbn na`e rati'tercea meso•as-e,,;m•Rnd toFc\e mHnwwnamGron�nnn my E,ockdy,iannor ORLANDO, FL 32828 —°"'7m"'y"'aea.Tn'sstalA—tGasea nwoo sno oo-soi,Roons ore�moswcton 407-207-9088 FAX 407-207-9089 Coolmdor eoynoere Certification of Authorization#27471 rmt� "'°'^msR"s*'m�'ar oay;rwr;ooasealaonorm R—.rsoae,yy— 61.6 ao oa Em -MATED -GER ArriSTANCE OEYICES rATAD+) �) 1016 RITHI-I1; N. TW TRA1. OFSIGN SiANOAROr N TH8 A\'8L R'Al' 603 3 0/3 PER CITY COMMENTS GENERAL NOTES I. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION AND REVISIONS) AND THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARDS (LATEST EDITION AND REVISIONS). 2. THE CONTRACTOR SHALL CALL COUNTY/CITY ONE (1) WEEK PRIOR TO THE START OF ANY PHASE OF WORK TO REQUEST STREET, LANE OR SIDEWALK CLOSURE AUTHORIZATION. 3. LOCAL RESIDENTIALBUSINESS ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE RESIDENTSBUSINESSES AFFECTED BY CONSTRUCTION ACTIVITIES, ONE (I) WEEK IN ADVANCE OF THE START OF ANY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE NOTIFICATION TO THE TRAFFIC CONTROL MANAGER PRIOR TO DISTRIBUTION. 4. THE CONTRACTOR SHALL NOTIFY THE COUNTY SCHOOL BOARD, SAFETY MANAGER ONE (1) WEEK IN ADVANCE OF THE START OF ANY PHASE OF CONSTRUCTION TO COORDINATE SCHOOL BUS RE-ROUTING, 5. CONTRACTOR SHALL NOTIFY LYNX AT (407) 841-2279 A MINIMUM OF ONE (1) WEEK PRIOR TO IMPLEMENTING ANY STREET CLOSURE TO COORDINATE BUS RE-ROUTING. 6. COUNTY/CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL DEVICES AND/OR CHANGES TO THE TRAFFIC CONTROL PLAN BASED UPON CHANGING TRAFFIC CONDITIONS. 7. ANY CHANGES MADE TO THE TRAFFIC CONTROL PLAN BY THE CONTRACTOR, SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER AND APPROVED BY THE TRAFFIC CONTROL MANAGER PRIOR TO IMPLEMENTATION. 8. THE NUMBER OF DEVICES SHOWN ON THESE PLANS IS FOR ILLUSTRATION PURPOSES. ADDITIONAL DEVICES MAY BE REQUIRED TO PROPERLY PROTECT THE WORKERS AND WORK ZONE FROM VEHICULAR TRAFFIC 9. TEMPORARY MARKINGS REQUIRED ON FINAL SURFACES OR SURFACES NOT BEING REPAVED SHALL BE INSTALLED USING 3M BRAND STAMARK REMOVABLE TAPE, SERIES 780, WET REFLECTIVE TEMPORARY TAPE OR APPROVED EQUAL. THE USE OF "FOIL BACK" TYPES OF TEMPORARY TAPE IS NOT PERMITTED. 10. 3M BRAND REMOVABLE BLACK MASK TAPE, SERIES 145, IS THE ONLY APPROVED MATERIAL FOR "BLACKING OUT" OF EXISTING PAVEMENT MARKINGS ON FINAL ROADWAY SURFACES OR SURFACES NOT BEING REPAVED. UNDER NO CIRCUMSTANCES WILL BLACK PAINT OR GRINDING BE PERMITTED. 11. PAINT PRODUCTS AND REPRO REFLECTVE PAVEMENT MARKERS WILL BE CONSIDERED TEMPORARY PAVEMENT MARKING MATERIALS ON SURFACES THAT ARE TO BE MILLED AND RESURFACED. 12. EXISTING PAVEMENT MARKINGS, WHICH ARE TO BE OBLITERATED, SHALL BE RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF CONSTRUCTION AND PRIOR TO REINSTATING VEHICULAR TRAFFIC. 13. ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE NEW OR LIKE NEW CONDITION. ALL SIGNS SHALL BE POST MOUNTED UNLESS OTHERWISE INDICATED. 14. CHANNELIZING DRUMS SHALL BE USED ON NEWLY PAVED ROADWAYS. 15. DURING NON -WORKING HOURS, NO EQUIPMENT, VEHICLES OR MATERIAL SHALL BE PARKED OR STORED WITHIN THE CLEAR ZONE OF A ROADWAY OPEN TO VEHICULAR TRAFFIC. 16. EXISTING REGULATORY AND WARNING SIGNS ARE TO BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE NOTED. 17. PEDESTRIAN CONTROL SHALL BE MAINTAINED ON ONE SIDE OF THE ROAD AT ALL TIMES. IF UNABLE TO DO 80, THE CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAYS, BOARDWALKS AND/OR TEMPORARY CONCRETE SIDEWALKS. I K CONTRACTOR MAY BE REQUIRED TO SUSPEND WORK ACTIVITIES DURING EVENTS. 19. DELIVERY TRUCKS SHALL NOT BLOCK TRAFFIC. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING EACH EMPLOYEE SUPERVISING THE SELECTION AND PLACEMENT OF MAINTENANCE OF TRAFFIC (MOT) CONTROL DEVICES SHALL BE PROPERLY TRAINED BY ATTENDING AND SUCCESSFULLY COMPLETING A FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) APPROVED MOT COURSE. THE TRAINING SHALL BE AT A LEVEL APPLICABLE TO THE EMPLOYEE'S LEVEL OF INVOLVEMENT. COPIES OF CERTIFICATIONS SHALL BE PROVIDED TO THE CITY TRANSPORTATION ENGINEERING DIVISION PRIOR TO IMPLEMENTING ANY PHASE OF MOT. 21. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL SUPERVISOR (TCS) WHO IS RESPONSIBLE FOR INITIATING, INSTALLING AND MAINTAINING ALL TRAFFIC CONTROL DEVICES. 22. THE TCS SHALL BE AVAILABLE ON A 24-HOUR PER DAY BASIS, PARTICIPATE IN ALL CHANGES TO TRAFFIC CONTROL AND REVIEW THE PROJECT ON A DAY-TO-DAY BASIS. 23. THE TCS SHALL BE PRESENT DURING THE INITIAL SETUP OF THE TRAFFIC CONTROL PLAN AND ALL SUBSEQUENT PHASES OR CHANGES TO THE TRAFFIC CONTROL, 24. THE TCS SHALL IMMEDIATELY CORRECT ALL DEFICIENCIES. 25, THE CONTRACTOR SHALL ENSURE THE TCS BE AVAILABLE ON SITE WITHIN 45 MINUTES OF NOTIFICATION OF AN EMERGENCY SITUATION AND IS PREPARED TO RESPOND TO AND CORRECT THE TRAFFIC CONTROL OR PROVIDE ALTERNATE ARRANGEMENTS FOR CORRECTIVE ACTIONS. 26. THE TCS SHALL BE RESPONSIBLE FOR PERFORMING WEEKLY, DAYTIME AND NIGHTTIME INSPECTIONS OF ALL TRAFFIC CONTROL DEVICES, TRAFFIC FLOW, PEDESTRIAN, BICYCLIST MOVEMENT THROUGH THE WORK AREA AND BUSINESS ACCOMMODATIONS. 27. COUNTY/CITY MAY DISQUALIFY AND REMOVE FROM THE PROTECT A TRAFFIC CONTROL SUPERVISOR THAT FAILS TO COMPLY WITH THESE PROVISIONS. THE COUNTY/CITY MAY ALSO SUSPEND ALL WORK ACTIVITIES UNTIL CORRECTIVE ACTIONS HAVE BEEN COMPLETED. 28. CONTRACTOR TOSOD ALL DISTURBEDAREAS I3ITHINR/IV A'ITH BAHIA SOD. 29. ALL PA VEMENTMAREINGS SHALL BE THERAIOPLASTIC WITH RPD-1'SAND WILL BE INS7i1LLED INACCORDANCE WITH 2O16 FDOTROAD1iAYAND TRAFFIC DESIGN STANDARDS PER INDEYNO. 17346 30. FOR SIGNDETAILS, REFER TO THE''STANDARDHIGHWAYSIGN'PUBLISHEDB)'THE US DEPTARDIENTOF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATIONLA TESTEDITION, THEAIANUAL OF UNIFORM TRAFFIC CONTROL DEIICES (ALUTCD) 2009 AND THE FDOT DESIGN STANDARDS 2016 DAVE M. SCHMITT p /� UA I L: UU I UBER FLORIDA REO. NUMBER MAINTENANCEOF TRAFFIC PROJECT NO.: CP 48274 DRAWN BY: CPN THE PARK AT 429 ICHECKED BY: DM OCOEE, FLORIDA 1SCALE NTS