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Home My WebLink AboutItem #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: February 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 11 �' •11 •••218 ERU = • `•1 �• :•1 ••• 1 • `1 •••218 ERU = 58,860 1 ••• ` � • 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: 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 `` %3*10011 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) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies I■■■■■■ low"ITfi i ■■ rn N c� 0 a� is m c IL A-1 R-1 AA A-2 ■ogo L! 'ess,*- rl-j } . !; / • ri V r ili f1 Ai - T. 46; ,ems �7, r _._ " `'CROWN POINT R�Dm'"!' ` Q .;' 4M - ::fi ' IL W Y- Q ..0 . AIM wig jr 401441449 or EAST CROWd.- Nf . 4ue�, �� an `,,, Irl Ili WESTERN EXPRESSWAY SR 429 D D SUNCIIALKEY+DR t� PINE ST . �.._._.,., rx�o�lr�k�sw9� t�� ;O " 'LOG LANDING, �`� PERIWINKLE BEY i4NE96- AV �o�cn cn r ... OCOEEAPOPKA RD �'�"'�`��°°mvp i c cm-) 3 m • r i - - / • Chi • C9 ,,..,, � i _m c� oo _ cn m • m C rfj-< m"C) -cno 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 B: 9978 P: 0947 12/18/2009 10:28:08 AM Page 1 of 16 Rec Fse: s137.50 Doc Type: AGM Dseed Ooe tax: $0.00 Intangible Tax: 0.00 Mortgage Stamp: 10.00 Martha 0. Haynie, Comptroller Orange County FL MB - Rat To: 6COEE 11110 Will III - PRE -ANNEXATION AGREEMENT THIS PRE -ANNEXATION AGREEMENT (this "Agreement") is made and entered into as of the "day of , 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 OR1.A 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 4. 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 party 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 I Land Use Map designation of "Light Industrial" and such date shall be inserted on the first page of this Agreement. [Remainder of Page Intentionally Left 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 CY— AA9Ge BKI: BKI CROWN POINT ROAD ASSOCIATES, LLC, a Florida limited liability company By: Name:i Its: r I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared jonej c "ALKS as /1Z fW,44,p.e of BKI CROWN POINT ROAD ASSOCIATES, LLC, a Florida limited liability company, who [—/] 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 day of , 2009. �:�•�•••••NICOLEM TESTA•••••••• Comte# DDOSM"7 = 00r88 9110IY010 FWftNuWyAWLkW . NjAj m-6+, Signature of Notary N 1 Ol,t. M. -Tt q0, . Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): D1�3W 7 My Commission Expires (if not legible on seal): d 0 Signed, sealed and delivered in the presence of Print Name h C�1,i�,r4rt Print Name STATE OF FLORIDA COUNTY OF QMR WEST ORANGE COMMERCIAL: WEST ORANGE COMMERCIAL PROPERTIES, LLC, a Florida limited liability company By: Its: , .,<,y eftriAyc I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared 616r - L%6rnrneojr_U. as of WEST ORANGE COMMERCIAL PROPERTIES, LLC, dFIrorida limited liability company, who [L,-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, freely and voluntarily, for the uses and purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid this day of . 2009. 4 CA Si2nature of Notary Name of Notary (Typed. Printed or stamped) Commission Number (if not legible on seal):_ My Commission Expires (if not legible on seal): Notary public State of Florida Shine% alp McCrumme� My i;orr�mi9SWr1 OD575183 a a� Ex ire. WIM2010 Signed, sealed and delivered in the presence of WEST: T. MILTON WEST e i SCOTT W sT t N he t' Y v Print Name STATE OF FLO&IDA COUNTY OF CR l� 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 -:1 are both personally known to me or " 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. SS my hand and official seal in the County and State last aforesaid this 30 tk day of 2009. Signature of Notar pAQ `% Reba F. Varga We * * Corlxnfaaion # DD418788 52009 Name of Notary M;;�* , Ma 40 05-709 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 Print Name i4"b h AAU SP [ ¢.,J CITY: CITY OF OCOEE, FLORIDA By: C�5 '� Ay--7u 6— S. Scott Vandergrift, Ma r Attest'�'�l On,6,6� Beth Eikenberry, City Cler (SEAL) FOR USE AND RELIANCE ONLY BY APPROVED BY THE OCOEE CITY THE CITY OF OCOEE, FLORIDA. COMMISSION AT A MEETING HELD Approved a to form and legality this ON UNDER AGENDA ITEM day of &W 2009. NO. FOLEY LA DN LLP By:_ City Attorney STATE OF FLORIDA COUNTY OF ORANGE 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. WtTNESS my hand and official seal in the County and State last aforesaid this 5-A day of , 2009. jva4l�� 001111111011114LignatureKofNotrry I- Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): 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: 0 B Printed Name: ko'dne&. Jol Title: Senior Vid�s nt STATE OF FLORIDA COUNTY OF ORANGE 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 Pvbrlc S.-- of Florida s°y . Notary ��...�p EKNu;Uli1t t'JUy •r of r� Mghaluk Vf Notary 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 ACL_ day of K0u,cunJ"V �_, 200g. Signed, sealed and delivered in the presence of: Pr , t Name: J p �N ,r �N� t10A/ H Print Name: / oc i o STATE OF COUNTY OF ra COMMERCE NATIONAL BANK & TRUST By: A �- 4al Printed ame: Q " D _ C && Title: % ► C -mi . The foregoing instru ent was acknowledged before me this I q Eh day of n�6e , 2001, by / ' ^ C: PO who is the of COMMER NATIONAL BANK & TRUST, a He/she [ is personally known to me, or [_] has produced _ as identification. �.,•, ROC10 VIUMEAL HAMANN MY COMMISSION i DD 59 = EXPIRES: Se*nber 5, 2010 Bonded nw Naey Pd* ORLA_405913.1 Si gnature of/Notary / Y/1I41r04/ f�S.Hs.•t Name of Notary (Typed, Printed or Stamped) EXHIBIT "A" LEGAL DESCRIPTION The Easy/: 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 '/. 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 acres of the East 1/2 of the Southeast IN of the Southeast 1/4 of Section 12, Township 22 South, Range 27 East, (Less N.164.os ft) Orange County, Florida. Parcel Identification Number: 12-22-27-0000-00031 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. B-1 ORLA_1252671.4 EXHIBIT "C" (The "West Parcel A Property") SKETCH OF DESCRIPTION P.O.B. N NW CORNER, NW 114 NOT PLATTED SECTION 7-22-28 N88'4813dE J32.24' N. LINE, NW 114, DESCRIPTION SECTION 18-22-28 A PORTION OF THE NORTHWEST 114 OF SECTION 18, TOWNSHIP 22 00, SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. �N BEGIN AT THE NORTHWEST CORNER OF THE NORTHWEST 114 OF to I G 3 N SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, o I Z N FLORIDA; THENCE RUN N86-46.36-E ALONG THE NORTH LINE OF SAID z o u- ro NORTHWEST 114, A DISTANCE OF 332.24 FEET TO THE WESTERLY 51 O " LIMITED ACCESS RIGHT-OF-WAY LINE OF THE WESTERN BELTWAY, STATE 0 o Z ROAD NO. 429 ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY OW 2 W PROJECT NO. 75320-6460-6021603, THENCE RUN THE FOLLOWING THREE COURSES ALONG SAID WESTERLY LIMITED ACCESS RIGHT-OF-WAY Wry 3 a C� LINE. (1) S03-36.24-W A DISTANCE OF 914.83 FEET, • (2) N88-16.32"E U a Q A DISTANCE OF 38.60 FEET; (3) SOO'34'21 "W A DISTANCE OF 369.76 o n $ Z FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF PALM DRIVE,• , LL q THENCE S88' 18'46"W ALONG SAID NORTH RIGHT-OF-WAY LINE A w ° O Q Q DISTANCE OF 302.60 FEET TO THE WEST LINE OF SAID NORTHWEST 114 o U � OF SECTION 15; THENCE N00' 18'50'W ALONG SAID WEST LINE A h DISTANCE OF 1283.43 FEET TO THE POINT OF BEGINNING. �. U W o a ^ ; w N CONTAINS 387,495 SQUARE FEET OR 8.896 ACRES MORE OR LESS. ZI co Lo N to Q m` oW Io - — •40 � tiLn m ,b o W� o inoi 30 ? o W� I 194 W IL W z N N88'16'3YE 3160' ^ w C) &o U oa N. RIGHT OF WAY LINE OF PALM DRIVE S88'18 W 302.80 PALM DRIVE (60' &/n) JOB #22355 7-22-2 PARTPARCEL7SKTCHS THIS SKETCH IS NOT A BOUNDARY SURVEY. DATE: 5 15 07 PREPARED fOR: MILTON WEST R V ❑NSA ,re; P', ann EXHIBIT "D" (The "West Parcel B Property") SKETCH OF DESCRIPTION NOT PLATTED NOT PLATTED OWNER: SAUER AMY PARCEL ID: 12-22-27-0000-00-059 (1jW 16 3f 275.37' I — N DESCRIPTION NOT PLATTED A PORTION OF THE SOUTHWEST 114 OF OWNER: MOREAU PAUL PARCEL ID: 12-22-27-0000-00-043 SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 Z EAST, ORANGE COUNTY FLORIDA. BEING MORE N PARTICULARLY DESCRIBED AS FOLLOWS: NOT PLATTED > `r OWNER: APPADU MAHABIR ¢ BEGIN AT THE SOUTHWEST CORNER OF THE PARCEL ID: 12-22-27-0000-00-047 3 2 SOUTHWEST 114 OF SECTION 7, TOWNSHIP 22 — o SOUTH, RANGE 28 EAST; THENCE RUN ! p OF N00' 18'20"W ALONG THE WEST LINE OF SAID NOT PLATTED OWNER: LOVE NICHOLAS D N z z SOUTHWEST 114 A DISTANCE OF 2094.00 FEET, PARCEL ID: 12-22-27-0000-00-048 - N � 1.1 THENCE N88' 16'32'E A DISTANCE OF 275.37 N ¢ ~ 0� FEET TO THE WESTERLY LIMITED ACCESS Lo n2 RIGHT-OF-WAY LINE OF THE WESTERN BELTWAY, NOT PLATTED 4i z W v } rF STATE ROAD NO. 429 ORLANDO-ORANGE OWNER: SHORE MARY ? � U Q Q q COUNTY EXPRESSWAY AUTHORITY PROJECT NO. PARCEL ID: _ 12-22-27-0000-00-049 -� �= U 75320-6460-602/603; THENCE S01'43'28"E o W ALONG SAID LIMITED ACCESS RIGHT-OF-WAY m LINE A DISTANCE OF 2096.22 FEET TO THE z q SOUTH LINE OF SAID SOUTHWEST 114 OF o SECTION 7; THENCE S88'46'36"W, ALONG SAID 8 SOUTH LINE, A DISTANCE OF 327.24 FEET TO w 3 43 THE POINT OF BEGINNING. % CONTAINS 631,195 SQUARE FEET OR 14.490 NOT PLATTED 3 0 41* ACRES MORE OR LESS. 3 OWNER: SHOWERS OF GRACE EVANGELICAL CHRISTIAN MISSION INC o N PARCEL ID: 12-22-27-0000-00-034 y � t4 k o NOT PLATTED OWNER: CARTER DAVID G w PARCEL 10: 12-22-27-0000-00-081 (o 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. ! E 0 PREPARED FOR: MILTON WEST K Y N" 4LE: 200' LARGE SCALE PRELIMINARY/ FINAL SITE & SUBDIVISION PLAN for THE PARK AT 429 OCOEE, FLORIDA PARCEL ID No. #7-22-28REMAINDER #12-22-27PARCEL31 #13-22-27PARCEL016 LEGAL DESCRIPTION 9RE L•PAR[Fl l6 aessaYw",m0 wxw4iawa"rs mn3lioD xxcrt,F Mmvel0x IDxs. ASF a,DXi. "�'� 6R69-PARC6196,6Afi6MOrtMD61l� �Dr �"D'm4 'i6i6,>Exvn.ti m¢ pxUv,F mvssua.i 'veW[ncsuAi w,v,x[.si �xrt/xaa lma,nemcwvavc w[xtuxas'¢ Aosg�a,s,om�x6ID11xeoo[xOxxi w6clRll�s'xan¢ rn®MDwx00quon¢[mattttLAv]nniw�u 'Wxi; 19N�wt �xex, lvu"�d xY'�R SrtE3-PMfiFt31 '1 x4[9xuo a n xs6, vau0s0Y v95, xsura,¢oxvraM InxsA �lovoruu DrtMw'/xlawvMiM"D°nw.'[nusi w+, EmWi/aw �cmaxl , - 4. �]B�xDiNeDo[59vA w IS ra50 xxAl[mcwarro �B�rslasuTitxmxwe[q[W;vs#xu4 x01].E]oW;[xFc'rt�FSF00un xLmi4Aiswv�'M°�" 9rtE 1.PMt699x4xvxn �mYa6�[osocwi rc� FSUsurzvvrt0a�te4Y1Kx,, i4rzavitneM�u�x ¢o6 enow¢s �xonT[ owvc:. A l9uxeoD[miLr,li IDs p3]l•4f6{[ssFcm xlaYeeME,4M�4uwum2 °�"x"�� -vs,i s�%iw emc,xox,vwY X,; ms, uswufwi (�"v/ouos,xE 4st Yxa/nasw,xsuiLa OFisaswrt;aass rovo>rrtxan -F"�.. mA1Wro°ial EA �4x; xs�'em[<ALwsExx4arwsscato j/a�Fx�]i.l�oYnx¢wiisans{wWEix(u,.0.Fs¢is�vry 4�in Fuw6u; w6FuxA1<x,vaxs :.axaF,�4"a¢DF6R9a �¢��FDw,9Fxa.xxDF.D.A"6A „4FA�,�roDFxR., ARCHITECT: ARCHITECT: " a .Dxi«Da, uxmD xvxa 6 x�D SRE9-PMRl3�FATFbYMARDxwpRl pM wmY.o m", inrnYv'D =u1°�s��a.,"ar��D romm+Px:sFamerx,e ssFasr. ssmis,"unFu.uswanAw u,wFF„n<,F cow.nm�srow ARCHITECTURE �xx FASY*wu,�6Fmi�m v,�orsa*�w xA,ornan x:swlw 6 r mxw4, Ds�DxA _ ,<vm,ma"osxa+NK xAsn n�6vne �.n n�.w� A v sanrrnts*Y,asxcmll. ramvF,rtsmuncil' awBl¢n4rcvtxaoasrtxwol srrt 135 WEST CENTRAL BLVD., SUITE 340 n6i racl i,n l�sa+rsx4 m,at ORLANDO, FLORIDA 32801 mxrne¢614ss854Wv6 vvs'v oe,m,>vea.'.SBrM[OB usi i,a s¢t 'BW'�m" Ns'l`'a Ono ro"fro CONTACT- STEVE FRITZ sRF I:PMCE 16 FA FMEMANDD EI pM ou oovw rou aBMara nwmnDrta q ^¢" w uF ;19Y; PHONE: 407-363-6136 a ]xx�"eaocxw.rACFxxn w,x9 ar-wnru,En,i4],rss•AAoauua o,:gAssnin .xro,munu«r ar*i'ii� CSTRANAHAN@C4ARCHITECTURE.COM sAo-, n:.Fsslu lronumxoeuevxsrooD.a,�°' m:l�nw.�a'z'«:°5a`r,wl'n`rzf0w suu].Ow6DOFw..rwFssuxx.a.iM..F.x, �a.� a'xa ®�rivs•xruw.aiar« r,w>x ove..r SURVEYORS:]°�.;". OF ORLANDO INC. .vxiDnorDmFFxatunxa.°o'�"`ucvsxr vsv�mvwrlmwun6¢°vAu io"mx�wu«l:w =xielx946�.4 ,xns. vuwwxs".v"we's'u°",Fam.wa ai v"`'`un io`,rD"`rovr i.'wFr`i"i�uuum.`urniwa]`O}DFo x.�o«im]u. wF"/sn°"1°' +xxcanox xuouFn,cm wmrow o xxax¢DwxxDxroDAaiID'� ax.mx9�oa.A.. m�9xwD �""ax"�"lira"�a m°° TM "'""�'m°°D .�xcoiDnF¢¢i¢]sr,sn. ix�x...¢•4F.sa.DFxiro�R.1 ACCURIGHT SURVEYS 2012 E. ROBINSON STREET aw.znu6�« aw:ix6� D.a¢� „ID„x �i>,�F]IDil�1.D.¢F.txx¢.rsro4D,x..r ORLANDO, FLORIDA 32803 CONTACT: TOM KILGORE PHONE: 40T-894-6314 TOM@ACCURIGHTSURVEYS.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) THAT ARE 851 MAGUIRE ROAD INDEPENDENT FROM ANY BUILDING STRUCTURE, FENCES, OCOEE, FLORIDA 34761 GATES, MONUMENT SIGNS, DUMPSTER ENCLOSURES, AND RETAINING WALLS THAT EXCEED THREE (3) FEET IN HEIGHT. CONTACT: JAKE COLEMAN PHONE: 407-841-0030 FAX: 407-843-7546 JAKE@DOBSONSWW.COM GEOTECHNICAL: e ECS FLORIDA, LLC 2815 DIRECTORS ROW, SUITE 500 ORLANDO, FLORIDA 32809 Know what's below. CONTACT: ROBERT C. MIXON Call before dig. PHONE: 407-859-8378 you FAX: 407-859-9599 FL STAKE 553.851 (1979) REQUIRES RMIXSON@ECSLIMITED.COM IN NOTICE BEFORE YYOU2DAYS ANDAX. EXCAVATEAYS MIN.OF ENVIRONMENTAL: PREPARED FOR. BIO-TECH CONSULTING, INC. 202 EAST ROBINSON STREET ORLANDO, FLORIDA 32803 CONTACT: JOHN M PARK 429, LLC. PHONE: 407-894-5969 69 JOHN@BIO-TECHCONSULTING.COM A 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. D S E MAI L B OX@ D S EO RL. C O M DEVELOPER/OWNER: PARK 429, LLC 100 S. ORANGE AVE. SUITE 500 ORLANDO, FL 23801 407-930-1801 FAX 407-93M799 CONTACT: WILSON MCDOWELL W I LSON.MCDOW ELL@CITEPARTNERS.COM n DESCRIPTION THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE REVISED PER CITY COMMENTS ^MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE REVISED PER SJRWMD COMMENTS FOR STREETS AND HIGHWAYS" AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATION REVISED PER SJRWMD COMMENTS TABLE OF CONTENTS 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 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 27-A LIFT STATION DETAILS 28 MAINTENANCE OF TRAFFIC LANDSCAPE PLANS BY OTHERS SCALE = 1 MILE 0 I/4 I/Z I SITE LAKE APOPKA -„FU i, _ � c h. F .,43 42 - sr.'. I SITE LOCATION DAVE AL SCHMITT -NUMBER FLORA BEG, DAVE SCHMITT 6�2" ENGINEERING, INC. _ 12301 LAKE UNDERHILL RD. SUITE 241 _ ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 DATE: OCTOBER 2016 I JOB NO.: CP2 SHEET: 01 OF 28 CONDITIONS OF APPROVAL 11, 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 dcclaation of covenants and restrictions affecting the property shell include 12. Each fire hydrant shall be painted OSHA yellow in color and a blue Infective marker 6. The final grading plan will preserve existing grades on individual lots and facts the following provisions: Section A. General shall be affixed to the street in the center ofthe lane closest to each hydrant. containing protected tract as much as possible. i. Provision allowing the City to levy, collect, and enforce assessments for 1. The City of Ocoee, Florida (the "City') is subject to the terns, provisions and restrictions D. The Owner of each tract shall be responsible for installing reuse lines along with the 7. All landscape areas will be irrigated and have an automatic rain sensor. maintenance of common areas if the Association fails to do so or fails to maintain of Florida Statutes, Chapter 163, coaceming 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. permits under certain eireumstances. The City has no lawful authority to exempt any the Owner shall be responsible for connection to the muse system lines. it. Provision gaming the City the right, but not the obligation, to maintain all private entity or itself fro the application of such state legislation and nothing herein shall be construed as such an exemption. 14. Pursuant to the Land Development Code, all subdivision signage must be consistent with Section C. EasemenWiltilitles common areas should the Association fail to do to after notice fm the City. To the the legally assigned name of the subdivision. Any subsequent change to the name of the extent that the City undertakes such action, the City shall be entitled to reimbursement 2. This ro act shall be developed in one 1) phase. project ( subdivision must be approved b the Ci Commission ofthe Ci pP y City City. I. All cross access, utility and drainage ea emem shall be provided prior to or at the require 9 fmm the Association and shall be entitled to rare the Association to levy assessments time of platting. for the purposes of paying such reimbursement. 3. Each phase of the project will stand on its own with respect to public services (sewer, water, stormwater management, access and other related services). 15. To the extent the land Use Plan and these Conditions of Approval conflict with the Land Development Code, the provisions ofthe land Use Plan and these Conditions of Approval 2. All utilities tobeplaced within the ten foot (10')easement along the front ofeach iii. Provisions gaming the City the right, but not the obligation, to shall central. lot will be placed around existing prof«led trees Ira be preserved. maintain/repair the stor rimter management system for the property (the "SWMS") and 4. Except as specifically noted on this plan, development ofthe property shall be consistent "Code), 3. All utilities including electrical, cable, 1V, and telephone and including on -site obtain reimbursement from the Association, or from the Owner if (a) turnover of cenirol of the members has not occurred; or if the Owner is still responsible for maintenance (b) reppo with the requirements of the City of Ocoee Code Ordinances (the which 16. Intentionally Deleted existing overhead wires shall be laced underground. P gns n Cade includes Chapter 180, the City of Otoce land Development Code (the "Land oftheSWMS. Development Code'). 4. Unless otherwise noted, a five lit 5' utility and drainage easement will be ( ) tS 8 iv. Provision providing that the SWMS will be tansferrcd to a responsible 5. Nothing herein shall be construed to waive any provision of the land Development Code Section B. Trees platted along all side tot lines and ten foot (10') utility, drainage and sidewalk easement operationtmaintenance entity acceptable to the City in the event of dismlmion 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-of-ways. Sidewalks will only be plated in this easement if dissolution occurs without such approval then the City may continue to levy and collect 1. Existing Ines eight feet (8') or larger (other than citrus Ines or 'mash" trees) necessary to ran them around existing protected trees to be preserved. assessments and impose liens with respect thereto notwithstanding the dissolution of the 6. Any damage caused to any public streets as a result ofthe construction activities related to the project shall be promptly repaired by the Owner to the applicable governmental located along proposed locations of buffer walls or road right-of-way lines will be preserved if at all possible; the buffer walls and mads will be designed around those trees to incorporate them S. All drainage, utility and maintenance casements shall be for the benefit of the Association. standards at the Owner's sole cast end expense. into required landscape buffers and as street Ines Association. The lend burdened by such easements 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 sheets except at the approved locations shown on the approved Final Subdivision PlanlFinal Site Plan. 2. The existing grades on individual lots containing protected Irees will be maintained as much as possible to preserve existing protected Imes. For lots or tracts containing 6. Drainage casements between lots and tracts arc shown for location only. Final vi. Provision that at the time of turnover of ern col of the Association to the protected trees, these will be no grading or other construction on the same except as specified in easement dimensions will be shown on the Final Subdivision Plan/Final 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 PIarJFinel 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 temdnated prior to or during construction of the knsltmcls. 7. A non-exclusive access easement over all internal roadways and other in accordance with all approved plans and permits. To the extent that any such develo went re lacing those uses. m 3. Removal of existing protected trees will be limited to clearing mad right-of-way perpetual, paved areas is hereby gamed in favor ofthe City and other applicable authorities for Imv engineer's report indicates any corrective action required, that declarant shall be required to diligently undertake such corrective action at the dedamnt's expense and to 9. Development of this property is subject to that certain Development and retention areas as detailed in the Final Subdivision PlanTinal Site Plan. All existingcofomemen; fire and other emergency services. The City may requim that the owner poi a cash bond with the Association for the estimated costs of such corrective action. Agreement dated as recorded in Official Records Bank _, Page _, protected Imes on individual lots and tracts will be evaluated al [be time of site plan execute an casement in recordable form with respect to the foregoing. Public Records of Orange County, Florida. review for that lot or Intel, to determine whether or not each tree needs to be removed. 8. An emergency access easement to the retention ponds and over all drainage vii. Provision that no property owned by the City or any other governmental 10. All legal instruments including, but not limited to (i) declarations of covenants, 4. In order to ensure that as many existing trees as possible will be preserved, all easements shown hereon is hereby granted to the City for emergency maintenance entity shall be subject to assessments levied by the Association. 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 my obligation, burden, viii. Provision that any amendment to any provision affecting the City or property owners' association (the "Assoclatlari); and (iii) warranty deeds, casements two 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 take SWMS requires the consent ofthe City in an instrument 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 use protection barriers. any action to repair or maintain the drainage system on the property. River Water Management District ("SJRWMD") shall be provided to the City for review 3. All tracts that are to be owned and maintained by the Association shall be and approval prior to platting all or a portion ofthe property. 5. No person shall undertake land cleaving or the removal of any protested trees conveyed to the Association by warranty deed at the time of platting. A special warranty without first obtaining a permit from the Building Department. The removal ofprotmtod deed is permissible ifaecompanied 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 of 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. Wek(va Study Area provision to the contrary contained in these Conditions of Appmval, the Owner shall review for the properly, the Owner will map thejurisdictional wetland line on the site and 1. For development or redevelopment of property located outside the Ocoee Section E. Streets remain responsible for the maintenance ofthe SWMS, including all retention ponds, until establish a twenty-five foot (25) upland buffer from that line. Depending on the results, City Conservation Drainage Easement over any wetlands or Community Redevelopment Area (CRA) but within the Wekiva Study Area ("WSA'j 1. Final street naming will be coordinated through the City Building Department at such time as: the may also require a and 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 areas, (ill karst features, or (iii) sensitive natural habitats 2. [K public streets] All internal wads widrin the project will be dedicated to the required, the Owner shall convey to the City the Conservation and Drainage Easement, including Long Leaf Pine, Sand Hill, Xerie Oak Scrub, or Sand Pine Scrub vegetative public ut the time of platting unless otherwise noted. ii. the retention ponds intended to be conveyed to the Association have in the form of which shall be approved by the City prior to the conveyance. communities, are be subject to a minimum thirty-five percent (35%) Wekiva Open Space fact been conveyed to the Association; requirement. Intentionally Deleted the Association is designated as the maintenance entity on the records of 2. Open Space required to be preserved within the W SA 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 hart executed and Section ff. Cammemial Protects 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 SJRWMD; such as tails and boardwalks as pan of a natural resource preserve or recreation area, prior to Certificate of Completion at the Owners expense. Jf upgaded spec[ lights ore I. All commerrial Ines will be a minimum ofone (1) acre in sim ston-ater retention areas that follow Best Management Practices (BMPs), upland buffer installed, the Owner and the Association will be required to complete and execute a City iv. the City has ban provided with a copy of the Owners proposed retention swales (per policy 7.7.3), naturally vegetated areas, and tracts for pedesrim 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 piaster Architectural, Sigrtage, connections. Such designated open space excludes waterbodics, 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, imperious surfaces and active recreation 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 will be subject to approval ofthe City. Wekiva Open Space Areas shall be restricted to prohibit use of fertilizer and chemical acknowledging receipt of the Owner's propmed 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 ofdte SWMS. 5.003(84), F.A.C. [Wekiva Parkway and Protection Act(WPPAk Ch. 369.321(3), F.S.] 4. Intentionally Deleted 6. All common area improvements including entry features, walls, landscaping and Section 1. Sinele-Family Residential Proiecfs 3. Naturally vegetated swales arc required to be placed within the upland buffers sidewalks along all mads, w well as landscaping around the retention pond tracts and any surrounding lakes or wetlands. The purpose of these swales is to improve the water 5. The Owner shall construct appropriate curbs cuts to enable construction of ramps lift station tract shall be completed prior to issuance ofthe Certificate of Completion for 1. Intentionally Deleted quality ofthe stomrwater mnoffand ensure that the Swale fills and exfiltrates into the soil at all rights -of -way intersections (and other areas as reasonably required) in order to those cone ndin phases. s� g p so that there is no that flow into the nand or wetland. This method of water quality accommodate access to sidewalks and streets for persons who are in wheelchairs and >� 2. Intentionally Deleted improvement shall mimic the absorption and pollutant removal abilities of a Hamel low other persons whom physically challenged Sidewalks abutting each platted lot or tact spot in the topography and must follow Management shall be constructed at the time of development of the lee or tract. When sidewalks are s adjoining and/ors-dplai. Storrrrwater runoff from developed (ands adjoining wetlands, lakes and/or Floodplain ng coratmcted on comer lots at certain locations, the sidewalks will be extended to the curb Section G. 'etlandsJJ00 Year Flood Plain © Section J. Townhome Proieets areas shall be diverted towards swales, hold the runoff, and then allow it to slowly release and the appropriate ramps will then be constructed. Sidewalks adjacent to common areas finished floor elevations will exceed the 100-year flood plain for the adjacent into the soil column. [Wekiva Parkway and Protection Act (WPPAk Ch. 369.321(3), shall be constructed at the time ofpermanenl construction ofadjacent common areas. CAll bodyorheprojat'sormwatermanaementsystemby a minimumof I. Intentionally Deleted F.S.] 2. Iw nt. n.y Deleted Section L. West Oranee Trail Section F. Sturmwater Manaeement Svstem 2. The Owner shall comply with all requirements ofthe City and other governmental 3. Intentionally Deleted i. Intentionally Deleted entities with jurisdiction to protect the wetlands being preserved and to prevent any Q 1. All retention ponds will be unfenced with maximum 5:1 side slopes into the pond. disturbance, siltation, or other construction below the natural wetland lines. Further, the 4. Intentionally Deleted Additional Conditions of ADnmvet areas below the natural wetland lines shall be fenced off (and silt fences shall be 2. The development of this p jest will incorporate the strmwater needs of all installed) during construction activities immediately adjacent to the wetlands, in order to 5. Intentionally Deleted . Final Development Orders or Permits may be issued only upon a finding by due City that public roads within the project. minimize disturbances of the wetlands during construction. the infrastructure addressed under the Concumency Management System shall be 3. All building setbacks fmm all retention areas shall be fifteen feet (15') feet from 3. Wetland and existing surface water impact for this property is regulated by available concurrent with the impacts ofthe development the top ofthe bank. SJRWMD and the Florida Department of Environmental Protection. General or a Approval ofthe PUD Land Use Plan does not authorize commencement ofdcvelopment, 4. Unicss otherwise specifically rovided fro, the SWMS, including II s, inlets, sped y p g a pipe individual permits arc required from these agencies prior to commencement of expansion, or other modifications to the site. Any such development will Inquire a Final manholes, structures and retention ponds, will be owned, cWtated and maintained by the constroction Site Plan Approval pursuant to the City of 0coce Land Development Code. Association. 5 6 7 8 DAVE SCHMITT WWRACTOR'ASAULTS- REVISIONS DAVE M. SCHMITi FLORIDA REG.NUMBER CONDITIONS OF APPROVAL DATE: OCTOBER 2016 PROJECT NO.: CP2 DATE BY DESCRIPTION DATE BY DESCRIPTION ENGINEERING, INC.hal W-by� EF��t�� ^� 48274 DRAWN BY:CPN 12301 Lake Underhill Road Suite 241 ere,eiyejenpsieiviexodciese Nre„� r � Won � astu epee ew m eta THE PARK AT 429 CHECKED BY: DMS SCALE: NTS _ ORLANDO, FL 32828 407-207-9088 FAX407-207-9089 OCOEE, FLORIDA SHEET: 02OF28 Certification of Authorization#27471 Not wsewteent ea`anaore.Wtneo,;g' ssdseeldaFloridaP.9de-1EV-. 12-0516 PN REVISED PER CITY COMMENTS PER FIRST AMERICAN TITLE INSURANCE COMPANYS 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 IS 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, 19" IN OFFICIAL RECORDS BOOK 3558, PAGE 2077, PUBUC RECORDS OF ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE EAST 316.0 FEET (LESS THE NORTH 642.0 FEET) OF THE EAST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 22 SOUTH, RANGE 27 EAST, ORANGE COUNTY, FLORIDA. LESS ROAD RIGHT OF WAY ON WEST AND SOUTH CONTAINS 620,558 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 JUNE 10, 19871N BOOK 3894, PAGE 1363; FIRST AMENDMENT RECORDED FEBRUARY 23, 19941N BOOK 4702, PAGE 2589, SECOND AMENDMENT RECORDED DECEMBER 7,1999IN BOOK 5896, PAGE 3532; AND THIRD AMENDMENT RECORDED JANUARY 11, 2002 IN BOOK 6432, PAGE 2130. (CONTAINS NO EASEMENTS TO DEPICT.) 10. ORANGE COUNTY/CNY 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, 19941N BOOK 4702, PAGE 2576; AND SECOND AMENDMENT RECORDED JANUARY 11, 2OD21N BOOK 6432, PAGE 2216. (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, 20081N BOOK 9978, PAGE 947 AND RERECORDED MARCH 16, 20101N BOOK 10015, PAGE 7579. (CONTAINS NO EASEMENTS TO DEPICT.) LEGAL DESCRIPTION SITE 2 - PARCEL 95 PER FIRST AMERICAN TITLE INSURANCE COMPANY'S COMMITMENT NUMBER 2037-3501696, 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 OF THE 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 OF THE SOUTHWEST 114 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, THENCE RUN N.00'18'20-W. ALONG THE W EST LINE OF THE SOUTH W EST 1/4 A DISTANCE OF 2094.00 FEET; THENCE N.88-16'32-E. A DISTANCE OF 175.37 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: (2) So I*43'28-E. A DISTANCE OF 2096.22 FEET; (2) N.88-46.36-E. A DISTANCE OF 5.00 FEET; (3) THENCE S.03-36.24' W. A DISTANCE OF 914.83 FEET; (4) THENCE N.e B•16'32-E. A DISTANCE OF 38.60 FEET; (5) 5.00'34'21' W. A DISTANCE OF 369.76 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF PALM DRIVE; THENCE S.88'18'48' W. ALONG SAID NORTH RIGHr-OF-WAY LINE A DISTANCE OF 302.60 FEET TO THE WEST LINE OF THE NORTHWEST 1/4 OF SECrION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE N.00'18'5D'W. ALONG SAID W EST LINE A DISTANCE OF 1283.43 FE ET 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 RECORDED JUNE 10, 19871N BOOK 3894, PAGE 1363; FIRST AMENDMENT RECORDED FEBRUARY 23, 19941N BOOK 4702, PAGE 2589; SECOND AMENDMENT RECORDED DECEMBER 7,1999IN BOOK 5896, PAGE 3531; AND THIRD AMENDMENT RECORDED JAN UARY 11, 20021N BOOK 6432, PAGE 2130. (CONTAINS NO EASEMENTS TO DEPICT.) 10. ORANGE COUNTY/CITY OF OCOEE WATER SERVICE TERRITORIAL AGREEM ENT, CONTRACT NO. W-88-06 RECORDED NOVEMBER 23, 1989IN BOOK 4034, PAGE 291 AND RECORDED AUGUST 1, 19891N BOOK 4102, PAGE 367; FIRST AMENDMENT RECORDED FEBRUARY 23,1994IN BOOK 4702, PAGE 2576, AND SECOND AMENDMENT RECORDED JANUARY 11, 20021N 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, 2006 IN BOOK 9761, 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 BYTHE 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, 20111N BOOK 10211, PAGE 1201. (CONTAINSNO EASEMENTS TO DEPICT) 15. ORDINANCE 20114U06 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 vanDMa ux oarlwAr uErurT,84 mxaLrE rfE E�wvrr2vrxrra �® :Eli�me.eu w ® :wnW.r -S/MAiiVYNH0.E awEv�Ttlx BO � -�� , .suarMNreltl'iovEcmxDRLr :GRE [ABIE FDGEnf RAVFMEM U _ •M o : .ro 'Mho rmDFVA;tlw rexra�. u.nwi[' bm -rwE ruvAro,•Ta �m-now/ouw uxr :mcrtuo� TM Hrs-NorroscAaE sT Q - aarLUNUEa -aaFOE ovn urnxD rr« waomccAalE :aiwNAOWu-uevusruaore,rvnoxE o�ry :rDevaE ruTsoan ® ..er "`Er,a uL ® -urNsa TvvA+c wxsiar rt�MDoMn µD Wwraarox :r"'r oremurcmx aTrrarncwr xu,owraawc MTwRIxFD 'Dr 1 T -TRNsreRMrr/M,[tnHeox .�eoE E r�irDl � w�irtamueu r m nu - � �-TRAiMnG,IALVnvE �ei wnuwAr .� Iwtlri A vee '�A� RSE m ,)eru ur.mrrsExErD .or� r sr�ssMCFn�nrn � .ucrrs'�rovusoirss _ -r� mxs-urxnrvar _ -� SIInvErW .W. ATFADHF -OESUV1pN -®- -ODTHEf W -EA Mr -rJ�Ir OFiNlGFM1 WS N00051EU -9UWSlFa RAD MFAS-MrAWBEO PK :�BIO 5 WAIFBVAIYF :WATFAMFTFA THIS SURVEY MEETS THE "STANDARDS OF PRACTICE" AS REQUIRED BY CHAPTER SJ-17 ACCURIGHT SEORIDA BOARD CTION 472.02 LANE) THEFSURVLORIDPURSUANTTO TATUTS. SECTION 472.027 OF THE FLORIDA STATUTES. ACCURIGHT SURVEYS OF ORLANDO INC, L04475 2012 E. Robinson Street, Orlando, Florida 32803 W W W.Amr1ghtSurveys.net ACCU@AEcuright5urveys.net'NOTVAUDYATWTHESIGNATUREANDTHEORIGINAL RAISEE PHONE: (407) 894-6314 1 SEALOFTHIS RORIDALICENSED SURVEYOR AND MAPPER' SITE 3 - PARCEL 31 PER FIRST AMERICAN TITLE INSURANCE COMPANYS COMMITMENT NUMBER 2037-3510842, EFFECTIVE FEBRUARY 12, 2016, AS FOLLOWS: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF FLORIDA, AND IS DESCRIBED AS FOLLOWS: THE SOUTH 11 ACRES OFTHE 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 I.C. MOONEY AND 21PPORAH H. MOONEY, HIS WIFE AND THE COUNTY OF ORANGE, STATE OF FLORIDA RECORDED JUNE 26,1970IN BOOK 1959, PAGE 190. (ITIS NOT ON, NOR DOES IT TOUCH, THE SURVEYED PROPERTY.) 10. ORANGE COUNTY/PRIMA VISTA UTILITY COMPANY, INC. SEWER SERVICE TERRITORIAL AGREEMENT RECORDED JUNE 10, 19871N 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, 19881N BOOK 4034, PAGE 291; FIRST AMENDM ENT RECORDED FEBRUARY 23,19941N BOOK 4702, PAGE 2576. (CONTAINS NO EASEMENTS TO DEPICT.) 12. PRE -ANNEXATION AGREEMENT BY AND AMONG BKI CROWN POINT ROAD ASSOCIATES, L-C, 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 N00'18-50-W (PER DESCRIPTION). 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BYTHE CLIENT OR CLIENT'S REPRESENTATIVE. 3. THIS SURVEY WAS MADE ON THE GROUND. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AS LOCATED BY SUNSHINE UTILITIES LOCATING SERVICE TICKET NO.047609339 AND 0476D9567 AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THATTHE 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 CERTIFYTRATTHEY 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. 12D95CO210F, COMMUNITY NO.120179, ORANGE COUNTY, FLORIDA, EFFECTIVE SEPTEMBER 25, 2009. S. ACCORDING TO FLORIDASTATUTES, CHAPTER 472.025, A LAND SURVEYOR SHALL NOTAFFIX 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 SPECIALTYTHEREIN. 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 FIRST AMERICAN TITLE INSURANCE COMPANY'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 VAUD ONLY FOR THE PARTIES TO WHOM ITIS CERTIFIED. 8. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS SET FORTH IN FLORIDA STATUTES. 9. ELEVATIONS BASED ON ORANGE COUNTY BENCHMARK NL653024 HAVING AN ELEVATION OF 12352 FEET, (NAVD 88). GRAPHIC SCALE S. I oogm I Ah v _ z 0' 40' 80' 160' 2 to, g¢am Sm / 1 1"= 80' NOT PLATTED z o 9 a z o g -, OWNER: SHOWERS OFGRAU EVANGEUULCNRESTLW MIS5K)N WC - PARCELID:12-22.2]-OBOD00014 ORB GIM, PG 519 N00'tTar1V .. r ME t c ¢¢ 150CTMFAS HBD'IY2MV 8R23DfAlC E. LINE, SE 1/4, .,,., /4, SECTION I2 ..u. ,� %Pm <'w+RErExa •"•• �I �S �1�sx.T i I{ •�•, ) NO NS/8"IR 3:6 35ar0ID CAlf U FND58'IR N� � u � � LL ,+, cwI�EEDRz t es 'VD. un NF a;•}_^'_ *lL�m� _10' .'WwErOK£_ Lu WJFm #� ''n '# wn L1J ``� fir_-_-ry"p�e>•--' u. jrm Lu e 2• i-___ ------ �nr [.uu_ �r •'u� 2094,00' DESC NDW17'04'W "w 846.82' MEAS11° VICINITY MAP (NOT TO SCALE) C, 92 S3 5€9r� SaryX I oen°O- oraiS Zo>`^° �o DIN0n11'32 Z6WQ ZqW¢ ££ogo 3: FN03/4-IR o� FND 5/8'IR NO N LB N447-1 ,... •.n, � � sn.s---rwarF6RF ----. d, i v� .ne i� �_ «. �f��m • fsu Ina 9Y.1!;fw,c, SITE 2- (PARCEL 95 ks m 1 aiui-___ 4`S„ � �� _ „mes•a a „emu• _ __L,,T�-�=�=___=«tiL"-`i-,_o�J�i�L. fiix -_— _-„A,ns�`��S�S rA '.,��„u < _f,•- . __ n e,nem •_s! - r�fzs a- . 1'WNERHCE -- „A�©,•�.� i�i �Y°m®m•" ��`�Tn f."'P`J�,,. 1 1 __.,�_xs_ __ i 501'43'281F 2096.22' DESC `. a- '--- ��`-, _ ' SOL'43'30'E 2896,.5;MEA5 +,>' - __u+-„w .u:r--•- •In• ---WESTERLY RIGHT0E-WAY LINE RIGHT-OF-WAY MAP SECTION N753206460602/603 TREE CHART -THIS SHEET ONLY Pam" l rap4x - u -2e• c' O1 s :ylrr..u,a 2'or !nrr"`w.,ov uu"r« w-vu•r�'•'u,na' i v:sa�u :41 UP— vs-:� us o:i•r"'nwE assµis'ew°�'iA •�'o.vuo„ so:vl.w.,n. _ a`A°.r""v - «i:w°�'oaA ss>-Y ce."aa su is`-oie1w. u:vlr°"ev_ m-uelnoM lu:>Y dui - stliv:y Iss'Ai•' _sn:IYOF[ ss-Vu'ux au �3.2/r.'utr au-u aAx _ (Tile >PUV,K4 �_ OV u-NroM : in -ill 2YGWKM j: -icnc n .ww•o. iEe tl-Lrt�CAun4I 3 �-2pYau sR-3ATrAVnwY W-VYrAxnp _ rio.Yna x.ylrrwwn. NI-Vuquurxo. r�iv w:vu•rAlo,« u. - p'Licou Hf- ur y..e rrl.Y at WM w-N g:NCw•,nA -2A2•i•1.1 562-YYuwa dvn•(AMIM a'o°'"i.=Z- 9:3 rIX �_v'0;, ii r 1-7mn-vr ni. Nil'Mx Mi.0 i4[ ID u•uW,Vn .n-boK ,,, sU-u-rAW .7—au-v i,[ csT-u eu A! a wrt 2a, Svva Tfl IYtMNW Eu.Y m[ IYvc DAVE SCHMITT CON7RACT«R'AS$ULTS' ENGINEERING, INC. 12301 Lake Underhill Road SuNe 241e°m"�"e revkxe4lhese•ASBvE•and cetera npD,mee L, i.nPta�we•mlrm Lmnkdge otMal a�F7 m�eI,+�.T��mrm4bl><uea 1pon sx aesenaaonsa4tl rsrsm,san. I _ ORLANDO, FL 32826 407-207-9088 FAX 407-207-9089 Certification of Authorization#27471 cono-eaor E r NWraf4"m,o,""'eta"'rea^4"'o°'+y"afra°seator'Flwmea`yelereaEee'.ee` DESCRIPTION WESTERN BELTWAY (STATE ROAD 429) (VARIABLE WIDTH R/W) CERTIFIED TO: CITY OF OCOEE SHUFFIELD, LOWMAN & WILSON, P.A. )UNDARY SURVEY DATE: 2/29/16 5J-17.051(3)(b)3 Florida Administrative Code BOUNDARY, TOPOGRAPHIC & TREE SURVEY �--- ---I& DEVELOPMENT, INC. ISHEET IOF2' LOCATION: SUBDIVSION NAME: 631 8 843 EAST CROWN POINT ROAD, ORLANDO, FL DAVE IDAR SCH MITT FLORIDA REG. NU.MB.. EXISTING CONDITIONS PLAN ER 48274 THE PARK AT 429 OCOEE, FLORIDA IDRAWN BY: CPN 1 (SCALE: 1" = 80' 1 EAST POINT ROAD °'� LB#44751R N` °"""1 CI -CURVE DATA 8 ,o.,.. D (6 F M moo) er..uvr.w a 5"� w.wanv, r.,n.r.n i m`.-SEssrc'°I DA�n"iM�-nA�voee C=00'19'29' CROWN PO 0 _ 3� :a,"�t aiwo'O� a°roI - ,'r..f°',"% •�_ _ ..,"p islrr,"°w W'ML" b ewmva LB X44751R w.v.°orate R=9564.18' =�.e �r_-=' _ _trFa �_-_, �_ ---- rte-_m..'*,°a „owa L=48CHORD _ __J•t] btvFr, rt•tvf-Der,-j _•1,v____'S_ e _ _ __ t _ 0 _______ n-- --- __ ____,a i _ __ 9 _ � NOl'S1'S4'W - -------��'-- ---------- vN - Avx.� ___`____ � - - - -'-__ --- Ci wwlur9 48.55'CALC -.�, F1d �°r m.. S NO158'S5'W . _ __ �• _ y �y ,.� �� E 48.55'MEAS o�� •ss� rya.,°,--- m= N00'OS'12'W 3'CALC t •n �„R n •a 5 MOINMF]IIE° E,.., uiE w"l'-,,.. b A-M-W �'"" •two A t a0 on ssv N00'19'12"W 1286.MFASoy __ Ot • 4 n •a9 : N00'07'46°W •""- e,,... saF LINE CHART FND5/8'IR a 7w• o° R: ou ®� •� III 1B 4� ` FND5/8'IR v FND5/8'IR 33 °• 1 CURVE DATA wn: LB Ji1977 LB#4475 B eu VIA 0a FND J'F, @ N00'O8'49 WW 0=01'S4'40' �B ,+,� ll NO2'02'26'W 14.13'CALC #_ ea t` we _� lid • E LB Jf4475 NOS'38'24'W 14.10'MF15 •° \gat t. •u 211.88'MEAS R-BM11' Diu. �E amsrutc ^' .� w • r W L-287.66' 17.11 •O § -s�v.� •n •'... o' i e>; i CHORD,,,,. i 03w_ T �.• °° •a 1 en w ,. ��yg, �i NOS'OS'O6'W i ' i i ssv _• 4 ° 4w w ��(o• 2e7.64'CALC 1 w- i a• i- ; = Ip� N01'05'28'W 1 DEFAIL'A' s �� 'n' •"' u ' assi' m �+•> �` *4 287.61`MEAS '1 so ; SCALEI'=40'll, O mm �. A TREEZONE eu •,.. #�• : w 1 u»m """ ='e, - i i 3 •. .• n ------ fit q •s • it Is + bss, / s,• i �.• 1 .. =y#a y n,yrn :S u SITE 1- (PARCEL 16) W •=il A'` a.._---- B �` iiu� b f" N '. °'�." +� p W i A. eE �\ @_ .... i E1/2, NE 1/4, NE S/4 i .»v i si..w,-'_ #'1J-'4 }_ �idu u o ""Q j 3ii W a 9f tje' `500'20'36'E 642.46' MEAS \ 1 SECnON 1 �22-27 1 # o f 6 �� sa " S00'USO'E SQ..33'CALC-------- gill FND I-3/4'IP � " BDd "• •v IS#3691 gym. = w6e��o ♦ °'.''i * . _ - -- -- _ 1 �_� SITE 3 - (PARCEL �n,. " t~ ..1 5 0 � 1 ~ gg <a <n' � ssu ew ssu. t 5,11 ACRES, E.1/2, SE 1/4, SE 1/fir ss }' " a `; yyIm z '^• 1IIj ssss i' ' SECTION 12-n-27 ..... Bn FND5/8'IRlm'�, •4 11•�.... w LB#4475 � /� =ei g1IEBDIDIMARII/3 v4 J L / soxOJTON coxc ADJACENT BUILDING ' 1 ` ` , ' DEYAnox-,,,., ' � .mrQ *•• � � ej''"To#n•Fmxes• `L GRAPHIC SCALE wTvg1-xAwea , ` TREE ZONE'C �.... ```�4rw•v` LU 1 NOT PLATTED $� •,a •,. ;'1 �'�° �, ; •Pr `�'„... W* "'•* #t=,i G�IIpI owxEwaa+mPaN APA#nADtrsLm " "1 POB, 0' 40' 80' 1 0' 240' 111 I+ PARmlD:13u-no0o006ms 1 otw �Il t` v #� g {Ie B I t SITE'S - PARCEL 16 [� - / I ,` .. n *' _ s4. , 1' = 80' LESS ORB 3558, PG 2077 FROM •° i SITE �. �� ILNEItsw1/� i ` E FNDS/e'IR NOTPIATTED •� �\ *n oxmm:sxovFRsoFCRAo:LVArwDxALaRBTuxMLwoxlxc !; SECTION 17.22-28 1 .w. 1 .,.. �`� `°+ LB #1977 m <ur 4tp "" m #070966 ,,,s,wn i e>e •uT. ,u. a PARmOR 6LI46 MS19 E 316.0'(LESS N. 642.0'), E. 1/2 t z / �1 1 �� ,' i ```�- '`. . m#�t ORB 613b Pc 519 MP37w•W awu MEws ADJACENT BUILDING unTSEemxE•r FNd.65t6'CM ssu. 1 i - r,. 1/ 1/ t ILLE0181E `t le'O 14" •� ( *" xar3es3w E. LINE, SE 1/4, SECTION 12 B NE 4, NE 4 r-si-il-"- *" vnlm °'" AsoRUT SECTION 13-22-27 + N00'16'48'W -a-1 MMm uu 1 ru. . L.. FND 5/8•IR SBAV.w N00'18'3TW E: UNE, NE ]/4.' SECTION 13 642.18' MEAS •"``+ +`� •7 e1�°' °., , __ •ss..; _ „ ; _ L lis•/wFu N00'18'54"W 561,66'(v1EAS L8 #1977 ss• w1.37 M� e N0018'a9"W ,RANGE 27 -- �� 1'` ti1�D'IB'20'W 561.92';CALC o ---- - $- -- 7 m 642.03'CALL ssr ___ - ___ - '°'• `0- 1�' 1,.r •nu ____ ___.� -ww��o T" B is w ,• m an {•wuEFvxf ' NOD•16'20'jV n, 4•woEFExa Nil- n -- a 4EFD '.ANGE 28 "p""x� s .� •a t n s 4 ' -5 E - ,, 4• ; #m rr * :*2# *n m#f w•mo 2094 I)ESC mrowt , 18 �" 7 •w •,a ,, .w, 4•vn , E K F D 5/8' IR FIND 1-1/4 �1P W UNE, NW 1/4 SECnON 18 fw i , •� �.L,., .,;e, ` ``„ �+y #'m i3 *'k "'#*,,, *,,. ,*.�. .,'W. UNE SN�S SECTION 7m 846.8`L' MEAS d OMC-1 Ii 3 LS#890 �` _ ."`- LS #3691 I ,..* •0_ ,*m ��3n-w ��-"#4'.. >r ALSO -- N00'id'S0'W 1283.43'DESC ;; li e T a'"---` ,,,,, ' 8` ., \ FN04"X4'CM NDO'ZT42'W 1283.56'MEAS __It ssu mom` t ;,J ems• g - -'#� W' � * 3k #ve •ud _ ___C� ------ 1XV 0.49'E) ` , _u1 __ # *w a s� w--------- i---•vv.-- , , ,�..," *u.t '-�MWt # wtI YIP #rater-� SIM2-(PARCEL95) �s�4�s,9oat � c t1 * m L bt °J a ,, o� • a, #i# n.^" m*nF 0e°� #4' it �� p�. r #- Y& Fat ; Em•I TREEZONE'A' 1 `4t ,/ ssu •,:� u•eaux°esE pn gip. <.,, eso ' '` * rm�s,.• # # # 1 -'A' i 4✓# ___ ..�l�i,. � ��eM .. i •< _we =_ mile 15 'a --I \ T. • �, •o #a 4,141 N. R/W UNE wee __��6*!*'i� 9� 1' 4�� 9 iP•ea # 1 4•+nsE ED,IE' t't lH#024•IR $ •'�e,v16 `+ ...0 �___-� .o�•m $'Yw -ell •w "'°'ux �**� ta,#},>� Y'u # "'�ii °�* `a 0 FND5/8'I 4r �x , ,sqE- 1 " �m 0. m0 ``, FND5/8'IR �"'" ' ..t••sa Y • n lB #024 s 0- Jp24 •o '9 • 4 501'4�'� 7O%.22' DFSC t' W "" 38A"gSC coF 914,83' 9 3'30'E 2B9fi,05' MEAS 503'28'24 _ - saF + r S00'34'21'W 3fi9.76'DESC ` wn: sas FND5/8'IR "" N88'24'40'E�",'w dn, �`,t ,,,°, 503'36'4('W 914.67'MMEAS ', cad 98�$8 m.".s saFl S00'34'40'W 369.60'MEAS 38.56'MEAS ", _ 9 0 saF NBB'46'36'E _ 1 ______ ""' _____ _________ -�-+wy ...+, -a- L,7� - ___ __z�-_______-•.�.C___ __�- ssu _ ------- I .!' •,'� sso_ <,.. .._,a .,n, •,n,______ 1 _______ ba, __- _ ____ ____ R ___-___e,--,,,,, vs- ,tn, __a --an--__ SECTION #753 99 _ _________.-.,".__ ,°, w- t��``.<.,a SBT�1'-L2f""' 9 WESTERLY RIGHT-OF-WAY __________"_"__________ __ d._____________m---_-__-__________________ 1 q ____ ""' 5.02'MEAS 'UNERIGHT-0OF �' SrIE eENaMSRcu „w �_ _ -w FND5/9'I 20-6460602/603 eExaMARc xao WESTERN BELTWAY (STATE ROAD 429) LB#024 NM xA esm \ , r (VARIABLE WIDTH R/WJ 6' CLF (0.8'E, 0.2'S) LEGEND V EY _ TREECHART-THISSHEETONLY BOUNDARY SURVEY DATE: 2129116 PLAT OF SURVEY per 5 J 17.051(3)(b)3 Florida Administrative Code i P ® o t®.,.. # REVISION BY' p _ DATE ,LOB m o n °"CTOVO" a REVIBED SITE 3,EASEMENT 9 S44 a 428I78 WA ro ,,., m TOPOGWWY AAD a 10/18/10 WA ADDITIONAL zvz a ® we O SURVEY BOUNDARY, TO POGRAPHIC IC &TREE 5 R o a B N it:e 3GLLE• 1'-BO' JOB #44099 8 ® CF# 7.22.28PARCEL9S10-18-201 FIELD DATE: 2H9118 DRAWN BY.• 9W THIS SURVEY MEETS THE 'STANDARDS OF PREPARED FOR: PRACTICE' AS REQUIRED BY CHAPTER SJ-17 m INC. SHEET 2 OF RCT10N 472.02 IABO SURVEYORS,PSTATUI S. m TSG DEVELOPMENT, SECTION 472.017 OF THE FIDRIDASTATUTES. LOCATION: BUBDMSION NAME': ACCU RICH T OR' FL 7-2L2e B31 a B43 EAST CROWN POINT ROAD, oR , vARce1 to ACCURIGHT SURVEYS OF OR1ANn0 INC., L8 4475 m 2012E. Robinson Street, Orlando, Florida 32803 ".rt o.. m.uom .nZ=i1= M= +»"o m.a.•. ",r,.. rornt<... =.,rw mr." ue.r., >err< m, r„. o..,.r.t rt.+,•. ,r.r... wwwAttorightSurveys.net ACCU@Aa,rightSurvery t 'NOTV11DN1RtlUTTRE 99ANRE AIDTIEWDX/LIMED PHONE: (407)894L314 SFALOFTNe ROgDAIIQMFD FUNE1DRAx0 M1PPDL' REVISIONS DAVE M. SCHMITT DATE: OCTOBER 2C RAVE SCHMITT MITRgcroa-u-s• DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER EXISTING CONDITIONS PLAN PROJECT NO.: CP2 ENGINEERING INC. "eb leUwihesaAsaut "eebedro eb «°„ �E �°�.L«" ena°�•� 48274 12301 Lake Underhill Road Suite 241 d1etwp ""ef •'` "a•' """' ""' THE PARK AT 429 DRAWN BY: CPN ORLANDO, FL 32828 t ec mly .,.smxl=d. Tt�sta.ememseased tvm o�enn�xn Haremsbrtat CHECKED BY: DMS - 407-207-9088 FAX407-207-9089 C«taanr EW- OCOEE, FLORIDA SCALE: 1"=80' Certification of Authorization#27471 Nm°eId"ivwtrt m=s9"en„eandme°"y"ara"sed sealdaFkrEa Regste+ed Bg;rer. SHEET: GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH CITY OF OCOEE ENGINEERING STANDARDS MANUAL, FD.O.T. STANDARDS FOR ROAD & 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 BERESPONSIBLEFOR 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 DISCREPANCYARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLYAFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WILL HALT ALL CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. 7. DUKE ENERGY WILL INSTALL, REGULATEAND MAINTAIN THE PROPOSED POWER DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH PROGRESS ENERGY TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS IN THE WORK, AND AVOID UNNECESSARY DELAYS. 8. THE LOCAL TELEPHONE COMPANY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED COMMUNICATION DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH SAID PROVIDER TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATE CONFLICTS AND AVOID UNNECESSARY DELAYS. 9. ALL WORK AND MATERIALS FURNISHED SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS OR SPECIFICATIONS. 10. THE CONTRACTOR SHALL CONTROL HIS OPERATIONS AND THOSE OF HIS SUBCONTRACTORS, AND ALL SUPPLIERS TO ASSURE THE LEAST INCONVENIENCE TO THE TRAVELING PUBLIC. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICULAR TRAFFIC AND SHALL LIMIT HIS OPERATIONS FOR THE SAFETYAND CONVENIENCE OF THE TRAVELING PUBLIC. UNDER ALL CIRCUMSTANCES, SAFETY SHALL BE THE MOST IMPORTANT CONSIDERATION. 11. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, WARNING SIGNS, AND MARKINGS FOR HAZARDS AND THE CONTROL OF TRAFFIC, IN REASONABLE CONFORMITY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS OR AS DIRECTED BY THE CITY OF OCOEE TRAFFIC ENGINEER; SUCH AS TO EFFECTIVELY PREVENT ACCIDENTS IN ALL PLACES WHERE THE WORK CAUSES OBSTRUCTIONS TO THE NORMAL TRAFFIC OR CONSTITUTES IN ANY WAY HAZARD TO THE PUBLIC. 12 THE CONTRACTOR SHALL COMPLY WITHALL LOAD RESTRICTIONS IN THE HAULING OF MATERIALS IN PUBLIC ROADS BEYOND THE LIMITS OF THE WORK A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE MICH MAY RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT 13. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THEPOLICIES AND GUIDELINES ESTABLISHED BY CITY OF OCOEE, FLORIDA FOR THE PRESERVATION OFALL 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 MISCONDUCTIN 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 HEADWALUENDWALL FOOTINGS, RETAINING WALLS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. ITWILL 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 ROADWAYHAS BEEN CONSTRUCTED TO SUBGRACE, 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 FLORIDA LICENSED GEOTECHNICAL ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND THAT ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED. 17. COMPACT THE TRENCHES WITHIN ROADWAYS TO 98% OF THE MODIFIED PROCTOR DENSITY,' WITHIN OTHER AREAS TO 95%. 18. IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS STARTED. IMMEDIATELY PRIOR TO THE PLACEMENT OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO PLACED, SHALL BE SCARIFIED IN DIRECTION APPROXIMA TEL Y 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 CONiRACTOR'AS" - ENGINEERING, INC. l��a� l>�a' -� aa,Bb,d� Wed�.'.aan ��aI 12301 Lake Underhill Road Sude 241�"M�"��e>r,aa.bmnmN[anw"�, �.kaa"i�at b-dupo"sie oou�acaaden macron I _ ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization#27471 "a''tl1p59"a"1e�o19"'d�'�OraFlo`°a8ay.:''gaae"a;r"' 24. MISCELLANEOUS ENGINEER NOTIFICATIONS A THE CONTRACTOR SHALL PROVIDE THE CITY48 HOUR ADVANCE NOTIFICATION FOR THE FOLLOWING CONSTRUCTION AND OBSERVATION ACTIVITIES. a. SANITARY SEWER VIDEO INSPECTION. b. CONNECTIONS TO EXISTING SYSTEMS c. THRUSTBLOCK POURS AND RESTRAINT CONNECTIONS d. STORM DRAINAGE LAMPING a. INLET TOP POURS (REINFORCING STEEL CHECK) f. WATER& FORCE MAIN PRESSURE TESTS g. BACTERIOLOGICAL SAMPLING h. BASE OBSERVATION & SOUNDING I ASPHALTPLACEMENT j. PRE -FINAL INSPECTION k FINAL INSPECTION B. THE CONTRACTOR SHALL KEEP DAILY AS -BUILD DRAWINGS AND MAKE THEM READILY ACCESSIBLE. C. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A PROJECT CONSTRUCTION SCHEDULE (BAR GRAPH) AND UPDATE SAID SCHEDULE ON AMONTHLY BASIS. D. THE CONTRACTOR SHALL COORDINATE ALL BACKFILL OPERATIONS WITH THE PROJECT GEOTECHNICAL ENGINEER AND SUBMIT TEST REPORTS TO THE ENGINEER PRIOR TO BEGINNING WORK ON THE NEXT ITEM OF WORK I.E. SUBGRADE PRIOR TO CURB. E. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER, RETEST AND OR PERFORM ANYACTION NECESSARY TO ENSURE THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. WATER 25. THE FOLLOWING UTILITYPROWDER IS LISTED FOR THE CONVENIENCE TO THE CONTRACTOR. WATER' 8 CITY OF OCOEE UTILITIES 1800AD. MIMS RD. OCOEE, FLORIDA 34761 (407) 9053159 28. A BACKFLOW DEVICE (I.E. JUMPER CONNECTION) IS REQUIRED ATALL ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. FIRE PROTECTION SHALL BE IN ACCORDANCE WITH CITY OF OCOEE CHAPTER 78 - FIRE PREVENTION CODEAND NFPAI, FIRE CODE, 2012 FIFTH EDITION. SEWER 29. THE FOLLOWING UTUTY PROVIDER IS LISTED FOR THE CONVENIENCE TO THE CONTRACTOR SEWER ® CITYOF OCOEE UTILITIES 1800AD. MIMS RD. OCOEE, FLORIDA34761 (407) 9053159 30. ALL GRAVITY SEWER LINES SHALL BE AMINIMUM OF 2'FROM THE CURB ATALL LOCATIONS. 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 DAMAGE AT 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 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 407-9053100 X1510 ENGINEERING DEPT 407-9053100X1504 D. ADVANCE NOTIFICATION OF CONSTRUCTION E. ADVANCENOTIFICATION OF PENDING CONNECTION COORDINATE WITWTHROUGH CITY'S INSPECTOR F. OPERATION OF CITY OF OCOEE VALVES 26. WATER AND UTILITY CROSSINGS: WATER, WASTEWATER AND REUSE VALVES ARE TO BE OPERATED ONlYBYA CITY OF OCOEE UTILITIES UTILITY SEPARATION -VERTICAL CLEARANCE INSPECTOR (407-9053100). ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. A WHERE WATER MAINS CROSS A GRAVITY SANITARY SEWER OR STORM SEWER MAIN, A VERTICAL SEPARATION (OUTSIDE TO G. OPERATION OF CITY OF OCOEE PUMP STATIONS 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. THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATIONS AND SHUT DOWN CONTROLS WITH B. WHERE WATER MAINS CROSS A SANITARY FORCE MAIN OR RECLAIMED WATER MAIN, A VERTICAL SEPARATION (OUTSIDE TO AN CITY OF OCOEE UTILITIES INSPECTOR (407-9053f00). OUTSIDE) OF AT LEAST 12INCHES MUST BE MAINTAINED. WHEREVER POSSIBLE, THE WATER MAIN SHALL BE LAID ABOVE THE yL PRESSURE PIPE LENGTHS DO NOT INCLUDE BENDS, AIR RELEASE VALVES OR FIRE HYDRANT ASSEMBLIES. 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, FA C., 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, FAC. 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, ANYPART OF A SANITARY MANHOLE OR STORM SEWER INLET OR MANHOLE. G. FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS AREAT LEAST THREE FEET FROM THE STORM SEWER OR RECLAIMED WATER MAIN REGULATED BY PART Ill OF CHAPTER 52-610, FAC.; AND AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM AGRAVITY SANITARY SEWER SANITARYFORCE MAIN OR RECLAIMED WATER MAIN NOT REGULATED BYPART Ill OF CHAPTER 62-610, F.A.C. H. THE WATER MAIN PIPE SHALL BE LAID SUCH THAT THEJOINTS ARE STAGGERED AS FAR AS POSSIBLEFROM 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 GENERAL NOTES THE PARK AT 429 OCOEE, FLORIDA IPROJECT NO.: CP2 1 BY: OWNER'S REQUIREMENTS SITE DESCRIPTION RiO.IEL/HA LOGMW nEPAPo(AT42p O�OCOOEE ANMI dA1FRHAYEAbMp sS m L AJ 14H.GOVYCOONELL carsrRlTcrAavo=s owrsnvuo-anrsEB�KrrlwsawurwAT®YsusTnucTvrr sGAIXsnsrwAceermnEs vxL,A¢ur',< NG. fiARiM40R1(GRAIXAG pRK1YGESYSTEIL ¢iurvsism�is FAnwAw rturKunavFcwFWURAvnnc ,vosE®ew. aBNFAYYes,s: M•STRUCTNW+SgOiA•H<GECKGAAMIVAOTEBOp( 2 iO5fJA557�IL110Y=SffMAHNGECKCUATIIXlAOTEBODK SEE 9]T-BOitAG lEFDRTfpt SOtSdTA IfJED GRAOVIG FLAY FO¢ FRE S IOSTAR80�1FNT G M0.S MFAS O<SOCS IXSNR865CE LOGTAN � SIRFA� WATERS NETUIO; RATECTHi AAEA; YAAYt STRUCNRK AwIAVSRU,CTURAt Y N'Ar62IXSCFNRGEFOVTS •SEEAnKI®EroS'a/a lu�9S11'CPVnro[ aA•I FOR LOGTXN� iEYRW 4PY SrABUU.n(YIRULTHfS Aw NT�'OiYBAW'dets BA3MLIATES FOR t✓_ .✓LLEMSFOR TENN2YtYM0 FERYAI9?STABIRATRW 9iE/REA f. roTKKEAOF9rE�A5b AC NAYEO�REiE1n5G WAl9t5 EN151GW BRWMGEMCJI Gnnae xssttr LaSc sl are.uw f. 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IND X I06 �. rDITCHSIVI SINGLEROWSILT FENCE (7YP) I APPROXIMATE LOCATION OF EXISTING 15'WELLCONTRACTOR TO GROUT _ ! AND PLUG PER THE LATEST • II WELL TO BE ABANDONED3IN PLACE ...� • \ .. ! ♦ '•. •„` - •.f i ,_, C WA• RE6q 70 B FILLED -APPj2QX��yATE{,G-WACOF a , •DITQVWALEI{REATOOE t . Z j• _ _. �'s, .t a . , I ..:mot �k k( ; fILLED .. t g � � • � • r a .tea r i $'rt�s4R .. >',: • _ .t � . ra t� r SINGL WET .... _ - -�---- --- - FENCE P) EN EROSION AND SEDIMENT CONTROL NOTES SILTFENCE POST 9NCLINEPOsis zO. 7owA6DSR.oMi SILTFENCE 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILTFROM SITE IF NOT REUSABLE ON -SITE AND ASSURING PI ANALIGNMENTAND GRADE INALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. 11. EROSION AND SEDIMENTCONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLANDAREA S WHERE THERE IS POTENTIAL FOR DOWNSTREAM WA TER p ,11 1 ly FABRIC QUALITY DEGRADATION. SEE DETAIL SHEETFOR TYPICAL CONSTRUCTION. 1�i 2. THE SITE CONTRACTOR IS RESPONSIBLEFOR REMOVING THETEMPORARY EROSIONAND SEDIMENTCONTROL DEVICES AFTER COMPLETION OF 12 ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND .- CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. '-•^• i ,,,,,-•„� �,•.,. EXISTING FLOW 3. ADDITIONAL PROTECTION -ON -SITE PROTECTION IN ADDITION TO THE ABOVE 13. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION GROUND DIRECTION MUST BE PROVIDED THAT WILL NOT PERMIT SILTTO LEAVETHE PROJECT PROTECT/ON TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. rt� $" CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. 14. ANY DISCHARGE FROM DEWATERING ACTIVITY SMALL BE FILTERED AND ----{--'—'-''-"""'- 4. CONTRACTOR SHALL INSURE THATALL DRAINAGE STRUCTURES PIPES, ETC. CONVEYED TO THE 0UTFALL INA MANNER WHICH PREVENTS EROSION AND L_A ARE CLEANED OUTAND WORKING PROPERLYAT TIME OF ACCEPTANCE TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL ^ 11' SILTFENCE C PRE -ASSEMBLED F IN 1W OVENROLLS ORARYWOODEN PoSTS@6'C/C MAX. WOVEN FTILONG @ SILT EACHFENCESFALLA DATLILTER BARRIERSSHALL BE GPROLONEDRAINF RAINFALL AN FTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY 16 REQUIRES S PERMIT OMTHHE STJONS RIVER REQUIRESACONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER ACC MPS CONSUMPTIVE ) { .. 2-X 2.XEM Ui1L2/NG2•X2'X4'WOODEN w/3'OF GEOTEXTILEMATERIAL MEETING THE REQUIREMENTS OF SEC. 9&5-4, REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. WATER MANAGEMENT DISTRICT. �mz,. I i �•- SIMILAR& EQUAL TO THATSUPPLIED SY FIFEPIPE CO. OF TAMPA FLA 6. SHOULD 774E FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR 16. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT _ BECOME INEFFECTIVE PRIOR TO THE END OF THE IXPECTED USABLE LIFE AND SCREENS AND GRASSING. ALL FILL SLOPES 3.1 OR STEEPER TO RECEIVE i�---�� T NOTES: THEBARR/ER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY STAKED SOLID SOD. AND SEDIMENTCONTROL TO REMAININ PLACE - - CONTRACTOR IS RESPONSIBLE FOR MAINTENANCEAS FOLLOWS: 17. ALL DEWATERING, EROSION 1. SILTFENCES SHALL BE INSPECTED IMMEDIATELYAFTER EACH SHOULDBE OSITS RVEDAFTEREACH STORM XIMATEYOE-THITHEY T MUSTBE REMOVED REMOVEDWHEN DEPOSITS REACHAPPROXIMAlELYONE-THIRD THE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHENAREAS HAVE STABILIZED. .. -- _ __... RAINFALL ANDATLEASTDAILY DURING PROLONGED RAINFALL HEIGHTOFTHE BARR/ER HEIGHT - - � '-•""'�"-"•" ANYREQUIRED REPAIRS SHALL REMADEIMMEDIATELY. i6. THIS PLAN INDICATES THE MINIMUM EROSIONAND SEDIMENTMEASURES -� -'"'• - •�-^--•--^^-•^---- e. ANY SEDIMENTDEPOSITS REMAINING IN PLACEAFTER THE SILTFENCE OR REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR •-- .._....;.,.... 2SHOUID THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY _ _ _ TO THE END OF ITS USE, IT SHALL BE REPLACED PROMPTLY. WITH THE EXISTING GRADE, PREPARED AND SEEDED. GUIDELINES AND MAYNEED TO INSTALL ADDITIONAL CONTROLS. = - e '� ^• 3.SEDIMENTDEPoSITS SHALL BE REMOVED AFTER EACH STORM EVENT. 9. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND 19. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER `-"'"•'•'••"-"^"' SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICA71ONS MANAGEMENTDISTRICTINQU/RIES, RELATIVE TO COMPLIANCE OF SJRWMD FOR _ 4.ANY SED/MENTDEPOSITS LEFTINPLACEAFTER THE SILTFENCE AND ST. JOHNS RIVER WATER MANAGEMENTDISTRICT SPECIFICATIONS AND EROSION AND SEDIMENTATION CONTROL THE COST OF THIS COMPLIANCE - -"-"^ IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH CRITERIA SHALL BE PAR TOFTHE CONTRACT. rl.0 ablb swrnrugrrereum deb• _ - FINISHED GRADE, PREPARED AND SEEDED. 10. FOR ADDITIONAL INFORMATION ON SEDIMENTAND EROSION CONTROL REFER _ •DOT flO "'°" "•"""' To -THE FLORIDA DEVELOPMENT MANUAL -A GUIDE TO SOUND LANDAND TYPICAL SINGLE ROW SILT FENCE DETAIL WATER MANAGEMENT"FROM THE STATE OF FLORIDA DEPARTMENT OF CONSTRUCTION ENTRANCE DETAILS N.T.S. ENVIRONMENTAL REGULATION (FD.ER)CHAPTER 6. _ os RAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241tawarsrmare.;nAm ORLANDO,FL32826 407-207-9088 FAX407-207-9089 Certification of Authorization#27471 wuTw.croa•Asaua7s• Ih-bya��Ie••^ • ---dw—tj".�a dbel°°.� --91w. dw , mesa•as-auxs•adb.rere m�nmmnrcer,mlr�y wnoni9apadnL,x emehm�bvcb.�7trsga sbamdupon smecrosdetc«�tuYm. contrzw N bd,&101""105`"'"IIedid" .dgM1`� d,FbdaRe�1fetl ' REVISIONS DAVE M. RIDARE .NUMBHMITT FLORIDAREG.NUMBER 48274 EROSION CONTROL PLAN THE PARKA 429 OCOEE, FLORIDA PROJECT NO.: CP2 DATE BY DESCRIPTION DATE BY DESCRIPTION DRAWN BY: CPN CHECKED BY: DIMS SCALE: 1"=150' SHEET: 07OF28 12-05-16 JCPM REVISED PER CITY COMMENTS 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 EROSION AND SEDIMENT CONTROL NOTES CONTRACTOR W41U1LTS' STORM WATER POLLUTION PREVENTION PLAN PARTIAL INLET COMPLETED INLET DULY! 807R &LET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES •�� mae.t.a (LP) N Pglw KAN xnTvai Gmao sa'taA rorum nc wt a 9rsc can To-t 11A P. ` hao,+t.atMF BARRIERS FOR FILL SLOPES SYNTHETIC HAY BALE PLACEMENT N.T.S. — rM e m e r.v `� Feoa e�`ut 7 1 CONPONpnS OF TYPE9 1 k TYPE I WY � S. A IDDITM,AL ro N TINE OE9pIS ANY INFRWGEFETH ON Tiff PROPRfBE THE SOLE OF THE D®ONDt TYTY OF SHALL ER lSU SOLE IONS FOR THE USER. SUBSTITUTIONS FIXt TYPES I AND I S— BE AS APPROW D BY THE MOREFA. SYNTHETIC BALES BACKED BY FENCE TYPE a TYPE d I d STAKED SYNTHETIC HAY BALE CD-9)O ILTS. rams wt r.aue. m.tw ran rent. i S EIEYATION SECTION TYPE III SILT FENCE \ tF.n. ¢� T ,a.m neterer . W-Lmti") e 9 4 t t. ElEYM7KIN SECPON HNe at Fwe reta a ear an m,rt M r pe. b Oe.a va saN..e.t ce„� TYPE N SILT FENCE I hemby slate Drat ihese'ASBW "we fmtLtbed b me by Ia mutratlw bW before. 1, or m WOW" older n7 G Ms,p-ribnf .reie.Yed hese'ASBW and belays If— bbah wah IIV k—kcip of-ta was, Ilyaasstruded TNs 54�s rml's based tqm sna obse 4 cldte mrtsfiu,5on Cdnlracbr ED7— Nalrakdw**LA le Wml—and the a^Db'el rased seal of a Fimida Regsiered End a. TM N 9t Fw at rwn w1c ww�anw �M 1 9emil-a 3 i0m Yw 9w12 M; fmi ww�laN.�� eYufar SLIT FNC.F APPLICATIONS SILT FENCE TYPE III & IV N.T.S. NOTES 1. TmbltAy bmkre me to be u,ed F N pmnmml bock, of ,eta «goNesa of aaler ftp 2 NumDw and epotl g of m— dependent m —t M«ilki J. Deploy— of bail, olamd pse I.tbna may way le oaammodote «ns 1— °pemlbni {. Nmig' n may Ie argnenling banal duty oon —tw operatbna. S F« atl dl bfonn see S«tfm IN of Dle MT Standard Sp,NfkdW& TURBIDITY BARRIERS N.T.& �7't (Wo"d"rar 'sj.nd tSY�twn Ia.) rw f�sm r+�rW t D L STAKED TURBIDITY BARRIER Hat. >G THmbhe�eoatorfatd oe�t�ea a m> o MUaa of l�yy 6e that aB wll rite tla*at16Cm641tacl�raopEoUomndml11 eaho,thmmeebte eranpselNmRed titN N11 Mhr the b°Did boreopunN fweErwiori untl f iolttrd Posh h etakM turbidly bariws to be hstdki F rerikW p«Xion ales, otherabe dteeled by the EnSheer. •rn ¢a¢i --i Z ffi 5� I dI t) I, PLAY PLAN � 1 uuL I i 1 I naa�rr nia�. ,era P aMT2 .s,rr rm ern re E(EYATNYIm L srs.e rr eru ELEYATNNI sammsYe a mifaNOlr TYPE TYPE STABILIZED CONSTRUCTION ENTRANCE N.T.S. BARRIER FOR UNPAVED DITCHES SYNTHETIC HAY BALE BARRIERS TYPE I & it N.T.S. D D D DDn—� ea n 11,11 Idll -- = D D D D Hill 11111 I ItIII QII{I 11 _ mcax rPruuriw u ar smcr a �v,M"sOBir�9 ��xwAmrsuw� S p3gi �I.Fia.CAYiII �y� �q wOwseVLL� H0.Y6A sratls�e¢fmas'°S WkUvn� nw�i soi�E DROP INLET SEDIMENT TRAP NT3 n,T II v y�'II�EIIj PLAN Les � E(LVATIOY DIVERSION DIKE NTS. DAVE M.NU.MTBER FLORIDA EROSION CONTROL DETAILS REG. M 48274 THE PARK A T 429 OCOEE, FLORIDA NTS GENERAL NOTES: 1. THESE PLANS PROPOSE THE CONSTRUCTION OF 6INDUSTRIAL LOTS, A STORM WATER RETEN710NIDETENTION AREA, PARKING, ROADWAY, DRAINAGE AND ASSOCIATED INFRASTRUCTURE UTILITIES. 2. ALL ROADWAYS AND RIGHTS -OF WAY WILL BE PRIVATE AND MAINTAINED BYTHEPOA. 3. THIS PROJECT SHALL COMPLY WITH THE LATESTINDUSTRIAL COMMERCIAL DESIGN STANDARDS SETFORTHBYCITYOF OCOEE, FLORIDA LDC (LATEST EDITION). LANDSCAPING: ALL LANDSCAPING SHALL MEET OR EXCEED THEREQUIREMENTS OF THE CITY OF OCOEE LAND DEVELOPMENT CODE (LATESTEDI71019. SIGNAGE: SIGNAGE SHALL BEPERMITTED BY OTHERS, EASEMENTS. ANYEASEMENT SHOWNAS PROPOSED WILL BE RECORDED PRIOR TO ISSUING THE CERTIRCATE OF OCCUPANCY. STORMWATER MANAGEMENT: OWNERSHIP AND MAINTENANCE OF THE STORM WATER SYSTEM SHALL BE THE RESPONSIBILITY OF THE POA. THE STORMWATER MANA GEMENT S YSTEM SHALL BE DESIGNED TO MEET CITY OF OCOEE CODES AND THE SAINTJOHNS RIVER WATER MANAGEMENT DISTRICT (S.JR.W.M.DJ STANDARDS AND SPECIFICATIONS. F.E.M.A. FLOOD ELEVATION: PER FEMA COMMUNITYPANEL 12095CO210FDATE 925109. THE PROPOSED DEVELOPMENTPROPERTYIS IN ZONEX, NOTWITHIN THE 100 YEAR FLOOD HAZARDAREA. SANITARYLIFT STATION: OWNERSHIP AND MAINTENANCE OF THE SANITARYLIFTSTATIONS SHALL BE PRIVATE AND THE RESPONSIBILITY OF THE PDA. SOILS SOIL SYMBOL SOIL DESCRIPTION 55 ZOLFO, FINE SAND IHSG, TYPE 44 SMYRNA, FINE SAND HSG, TYPE BID 03 BA SINGER, FINE SAND, DEPRESSIONAL IHSG, TYPE D 20 IMMOKALEE FINE SAND IHSG TYPEBID ZONING: 1-2 (INDUSTRIAL) 7 a � III �I 1 . I Z I U z �I N U � 2 � I NN e I © SITE LIGHTING: SITE LIGHTING SHALL COMPLY WITH LATEST DESIGN STANDARD SET FORTH BYCITYOFOCOEE, FLORIDA LDC d WITH THE UTILTTYPROWDER. ZONING: PROPOSED LAND USE: LIGHT INDUSTRIAL PROPOSED ZONE: PUD, PLANNED UNITDEVELOPMENT W11-1 USESAND THEFOLLOWINGAREPROBIHITED ADULTENTERTAINMENTESTABLISHMENT,• AUTOMATIC BODYREPAIR; AUTOMOBILE PARKING LOT,• AUTOMOBILEREPAIR; AUTOM07IVESALES (NEWAND USED); AUTOMOBILE SERVICESTATION, AUTOMOTIVE WRECKING OR SALVAGE YARDS; BUS TERMINAL; MINIATURE GOLF COURSEIDRIVING RANGE, MOBILE HOMEAND TRAVEL TRAILER SALES; MONUMENTSALES; MOTOR VEHICLE WHOLESALE; RECREATIONAL VEHICLE PARK TRAFFIC ANALYSIS: PER 9TH EDITIONITE TRIP GENERATIONMANUAL, WAREHOUSING (150) 2163 ADTWITH 195 PM PEAK HOUR TRIPS, 49 TRIPS ENTERING 6146 TRIPS EXITING. RIGHT-OF-WAYS: RIGHT-OF-WAYS SHALL REMAINPRIVATE. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER'S ASSOCIATION. PARKING: 1. PARKING REQUIRED: REGULAR SPACES =6f3 SPACES HANDICAP SPACES = 12SPACES TOTAL PARKING REQUIRED = 625 SPACES PARKING PROVIDED: REGULAR SPACES = 746 SPACES HANDICAP SPACES = 16 SPACES TOTAL PARKING PROVIDED = 762 SPACES Z PARKING REQUIREMENTS: A. INDUSTRIAL- !PARKING SPACE PER 1,000 SF GROSS FLOOR AREA- B. PARKING AREAS SHALL BE PROPERLYMAINTAINED AND AVAILABLE FOR USEATALL TIMES. FIRE. FIRE DEPARTMENTACCESS AND WATER SUPPLY SHALL COMPLY WITH NFPA 1, CHAPTER 18 AND CITY OF OCOEE LDC CODE CHAPTER 1Z APPROXIMATE DUMPSTER LOCATION (FINAL LOCATIONS TO BE DECIDED UPON FINAL BUILD -OUT) BUILDING 91 56.650 SE APPROXIMATE DUMPSTER LOCATION (FINAL LOCATIONS TO BE DECIDED UPON FINAL BUILD -OUT) O O BUILDING #3 50,-e00 SF ZONING: C-2 (VACANT) 0 PHASING: Q SITE DATA: PROJECT WILL BE CONSTRUCTED IN ONE PHASE. TOTAL GROSS AREA 45.54AC. TOTAL PONDS 4.46 AC. UTILITYNOTES: MAXIMUM BUILDING COVERAGE 50% 1. THE SIZE, LOCATIONAND POINTS OF CONNECTION FOR PROPOSED MAXIMUM ISR 80% UTILITIES AREBE DETERMINED ATTIME OFFINAL ENGINEERING. MAXIMUM FAR MAXIMUM BUILDING HEIGHT 3.0 45' 2, FIRE HYDRANTS TO REINSTALLED AS DESIGNED. CALCULATIONS SHALL NUMBEROFLOTS 5 MEETTHE REQUIREMENTS OFANNEX H & IOFNFPA 1, 2012 EDITION AND COORDINATED WITH CI7YOF OCOEE FIREAND RESCUE. SETBACKS: 3. FIREHYDRANTS SHALL HAVEA CLEARANCE OF7'6' IN FRONTAND TO THE LOCATION: REQUIRED WIDTH: SIDES WITH 4'CLEARANCE TO THE REAR. FRONT. 4. THE DEVELOPER SHALL OBTAIN WATER AND WASTEWATER SERVICE FROM CROWN POINTROAD 6 PALM DRIVE 35, 1. FROM CITY OF OCOEE. FROM S.R. 429 REAR: 25' MIN S. DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT ONTO THE SIDE. ADJACENT TO RESIDENTIAL USE. 25' MIN 50' MIN 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 BUILDING AREA TABLE: 2010 EDITIOM- BUILDING 1 56,650 SF BUILDING 2 150,200 SF 6. PRIOR TO CONSTRUCTION PLANAPPROVAL, HYDRAULIC CALCULATIONS BUILDINGS ,00 SF SHALL BE SUBMITTED SHOWING THAT THE PROPOSED WATER, AND BUILDING5 246,000SF WASTEWATER, SYSTEMS HAVE BEEN SIZED TO SUPPORT THIS PROJECT. BUILIDNG5 64,325 SF NOTE: BUILDING 1 WILL CONSIST OF20%OFFICE WHILE BUILDINGS 2 THROUGH 5 WILL CONSISTOF6%OFFICE OWNERSHIP/MAINTENANCE.' SPACE. THE REMAINDER OF THE PROPOSED BUILDINGS WILL BE WAREHOUSE. A.ROADWAYS: PRIVATE. TO BE OWNED AND MAINTAINED BYPOA. B. STORMWATER TRACTS. PRIVATE. TO BE OWNED BYPOA AND MAINTAINED BY THE PDA. TOTAL PROJECT AREAS: BUIIDINGFOOTPRINT 14.08AC. 30.91% C. DRAINAGE EASEMENTS. PRIVATE, TO BE OWNED AND MAINTAINED BY THE CITYOF OCOEE PARKING, DRIVE AISLE 6 SAN 19.05AC. 41.82% ALONG PALM DRIVE AND THE CITY OF WINTER GARDEN STORM WATER AREA CONTROL ELEV. 3.13AC. 6.87% ALONG EAST CROWN POINTROAD WITH EASEMENT OPE14SPACEILANDSCAPE 9.29AC. 20.40% GRANTED TO CITY OF OCOEE AND CITY OF WINTER TOTAL: 45.55 A.C. 100.00% GARDEN. IMPERVIOUS AREA: 36.26 AC. 79.60 % D.UTIUTYEASEMENTS. PUBLIC:TO BEOWNED AND MAINTAINED BY THE CITY OFOCOEE_ PERWOUSAREA: 9.29AC. 20.40% TOTAL GROSS AREA: 45.65AC. 100.00 % E. SEWERILIFPST47TON PUBLIC. TO BE OWNED AND MAINTAINED BY THE CTIYOFOCOEE. AND MAINTAINED BY THE CITYOF OCOEE.® FPOTABLEWATER PUBLIC: TO BE OWNED H. OPEN SPACE PRIVATE. TO BE OWNED AND MAINTAINED BY THE PDA. I. OPEN SPACE LANDSCAPE BUFFERS PRIVATE: TO BE OWNED AND MAINTAINED BY THE POA. BUILDING #2 I53,500SE BUILDING #4 246,000SE' ZONING: R-1 (RESIDENTIAL) 4N ZONING: RESIDENTIAL DISTRICT (VACANT) BUILDING #5 66,3255E POND 1 waror:Te M Q 50100• 2�. SCALE- 1' - 10V FI 1 u I I 1111111 u I I I— LOCATION (FINALULOCATIONS TO BEAll ® e I IJ ------DECIDED UPON FINAL BUILD -OUT REVISIONS DAVE M. SCHMITT DATE: OCTOBER 2016 DAVE SCHMITT Cav CTMASaU1LTS* DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER OVERALL SITE PLAN PROJECT NO.: CP2 ENGINEERING, INC.��«EI6��'A�bm��6b�5��.'.a�� 48274 DRAWN BY:CPN 6retl wDen'stx hare rerienred tl�esa'ASAuis' arM b�eee 11tl11 lobe h crnWlance wuh my Ynon'etl9a al Meal 12301 Lake Underhill Road Sufte 241 amey �_,msp y„pa,,,.,y�y�h,:eor,. THE PAR CHECKED BY: DMS ORLANDO, FL 32826 SCALE: 1" =100' 407-207-ono FAX 4afion#2747 cawaanr E�h 01-0947 MIG REVISED PER CITY COMMENTS OCOEE, FLORIDA CerlifirationofAuthoriza0on#27471"°"'�d"�101'°HedAd°""6etl°raidarEed 12-OS16 PN REVISED PERCI7YcoMMENTS SHEET: 090F28 i 1 AF- 0 50' 100' 2o0' SCALE: 1- = 100' RIGHT OF WAY 15' UTILITY EASEMENT TO v v v 10' RIGHT OF WAY EDICATION TO THE CITY THE CITY OF OCOEE INAGE EASEMENT FOR OFFSITE DEDICATION TO THE CITY OF OCOEE AND THE CITY ® WATER DEDICATED TO THE CITY EOFOCOE:EAND OF OCOEE OF WINTER GARDEN ® po' THE CITY OF WINTER GARDEN J b o f —_ _ --- --------- -- _:— — — --_ — -- _:= _ --- _:--- ----------------- ---- ------------------------------- I I I I fl 21.8' I — --- ------------ — — — II I II LOT 1 25.8 6' SIDEWALK EASEMENT w (4.71A C) ® I ? D2 I I ` I DRAINAGE EASEMENT FOR OFFSITE I ; STORM WATER DEDICATED TO THE CITY --- _ - LOT 3 OF OCOEE AND THE CITY OF WINTER GARDEN — — — — I 5' SIDEWALK EASEMENT (25.36A C) I v I. o O i I i 12.71` 15.3' F ------------------ i i I �— — — — — — — — — — — POND 1 I I p0 g I II LOT I�-//� LOT 4 i oavoEn=nncr, wEr 2 LOT 5 i (4.32AC) (5.30AC) I L-------- I (5.86AC) -- -- 10' RIGHT OF WAY DEDICATION TO THE CITY OF OCOEE NOTE: BLANKET CROSS -ACCESS, UTILITY & DRAINAGE EASEMENT TO BE ISSUED ACROSS LOTS 1 THROUGH 5. _ DAVE SCHMITT ENGINEERING INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 of Authorization #27471 CON CTOWASBULTS' 1Meb,�ft1�.-A�& tr wwwwmby" "�b'e'°E .1.am�, a4an, �mdkfe V—b�UgrU M�W,d� 8 8b�, ,�� ,,o—a„� C— �xrouws v�,r,a u. l d>xaa nuk aegslaea sag REVISIONS DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 OVERALL SUBDIVISION SITE PLAN THE PARK AT 429 OCOEE, FLORIDACertification PROJECT NO.: CP2 DATE BYJ DESCRIPTION DESCRIPTION DRAWN BY: CPN a CHECKED BY: DMS SCALE: 1' = 100' REVISED PER CITY COMMENTS SHEET: 9-A OF 28 REVISED PER CITY COMMENTS — e EAST CROWN POINT ROAD -------- IT 214EF=T2 �- '. TYPE'F'CURB 127(8'R/BBON CURB — L. r TYPE •DCURB -- TYPE 'D'CURB 6'SIDEWALK TYPE'D'CURS TYPED•CURB 6'SIDEWAU , TYPE A'MEDIAN CURB xTml TYPE'D'CURB Y Y . Km 1 1 ' 7YPE'D'CURB 7'THICKENED N154351105 TTHICKENED f0'SIDEWALK I EDGESIDEWALK E476296.80 m EDGE SIDEWALK ® I , E4 6298.58 BUILDING #1 BIKERACWSEATING $ 56, 650 SF BIKE RACMEA77NG 7'THICKENED TYPE'F'CURB N 154350798 AREA PER CITY E476299.78 REQUIREMENTS EDGESIDEWALK AREA PER CITY ' � REQUIREMENTS ,. BUILDING #2 TYPE'D'CURB I I 6'SIDEWALK 41 f S 193,500 SF E476409.58 z 6'SIDEWALK m _ TYPE'F'CURB ASPHALTLOADING AREA N1543511.65 1 I •aa TYPE'D'CURB E476406.80 qa. TYPE'D'CURB 127C8'RIBBONCURB a 1 3E475479.78 ' a I , eti CONCRETE DOCK ' 7YPE'F CURB LOADING AREA I 6'SIDEWALK 0 -- O a SEA77N ER C (V LL i LL CiTYREQUIREMENTS PRE -FABRICATED SEELANDSCAPE PLANS WALL WlTHPANELS © TYPE'F'CURB in Q a DRIVEWAY CONNECTION JI (I PER FDOT 515 (LATEST EDITION) Q m CONCRETE TRAILER PARKING Z 6'SIDEWALK 4 Q I NOT INCLUDED & i 6'CONCRETE PRE -FABRICATED i_ WALLWITHPANELSLid Ea W Sf/uE: t• = 50' IL 1 I W E a a • p $ CONCRETE DOCK I�LL�I E a WCONCRETE PREFABRICATEDV ..x LOADING AREA = TYPE'D'CURB 0 WALL WITH PANELS 1I % a 0 TYPE 'D'CURB N 154360264 s i , E 476794.82 0 NOTE a SEA77AIGAREA SHOWN THIS SHEET SHALL BE BUILT PER WO, ARTICLE VI, SECTION 6-14, C, (1). h, he BIKE RACKAND SEATING AREA SHOWN ON THIS SHEET I TYPE'F'CURB AT THE ENTRANCE OF EACH BUILDING SHALL BE BUILT I PER LOC, ARTICLE VI, SECTION 6-14. C. (1), h, V & (17, I �q TYPE'D'CURB i a Nt 1543000.915 BUILDING #3 N f543490.94 E4768690.9 BUILDING #4 6HALLCALKFROM ONSIiE TH i E47687224 TO PUBLIC IC RIGHT-ROUTEW17H LATESTFLORIDAA CODEPTYR H° I ' 50,200 SF 8 i 246,000 SF CESSIBILITY i I I 7'TH/CKENED © EDGESIDEWALK .6 Rzov I EDGE SIDEWALK EDGE I 10' SIDEWALK BIKERACK SEAT7NG a a AREA PER CITY N 1543491.59 I ® I t 1 REQUIREMENTS E476989.60 a I I ' E4769922� i I 7 15 i DOCK/TRUCK WELL ASPHALT DOCK/TRUCK WELL i I ra 4 SEE ARCHITECTURAL PLANS © LOADING AREA SEEARCHITECTURALPIANS I I tU '- IE477019.k 5'SIDEWALK"j TYPE 1 6'SIDEWALK TYPE'F•CURe 12'X8' RIBBON CURB TYPE 'CURB I 8 TYPE•F•CURB a TYPED' I 9' a 7'SIDEWALK SEATING AREA PER CITY REQUIREMENTS I i SEE LANDSCAPE PLANS DAVE SCHMITT ENGINEERING INC. 12301 Lake Underhill Road Sufle 241`�, ORLANDO, FL 32828 407-207-9088 FAX 407-207 Certification of Authorization#27471 27471 CONTRACTOfa•ASEUILTS' y„`„fBd i,rt« �M ca�rclor r'ro1'�WtW'"°�nah`eard�`��edd�`• wi eR`"rdEi DATE BY REVISIONS DESCRIPTION DATE BY DESCRIPTION DAbc m. —., i FLORIDAREG.NUMBER 46274 SITE PLAN BUILDINGS 1 & 3 THE PARK AT 429 OCOEE, FLORIDA .... —. -- --- -- - PROJECT NO.: CP2 DRAWN BY: CPN CHECKED BY: DMS Ot-0947 MIG REVISED PER CITY COMMENTS SCALE: 1" = 50' 12-05-16 CPN REVISED PERSJRWMDCOMMENTS SHEEP: 100F28 12-05-16 PN 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 = 120.87 P-4 INV OUT = 115.45 TYPE P3 CURB INLET D-5 TOP = 119.95 P-5 INV OUT = 115.35 P-4 INV 1N = 115.35 TOP = 120.52 D-6 P-6 INV OUT = 114.50 P-5 INV 1N=115.24 P-3 INV IN = 114.79 TYPE D INLET TOP =119.70 D7 P-7 INV OUT = 114.16 P-6 INV IN = 114.16 TYPE C INLET D-13 TOP=121.43 P-13 INV OUT = 116.45 TYPE C INLET TOP=121.00 D-14 P-14 INV OUT = 115.98 P-13 INV IN = 115.98 TYPE P3 CURB INLET TOP = 121.39 D-15 P-15 INV OUT = 115.49 P-14 INV IN = 115.49 TYPE D INLET TOP=116.70 D-16 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 C INLET D-26 TOP = 123.15 P-27 (1) INV OUT = 118.60 E/P Rw 30' 6' 1 10, 2'1 10' 2' SWALE DETAILS A -A E/P RM 18' 4' 1 6' 1 6' 121 4 r 4,1 SWALE DETAILS B-B 0 DAVE SCHMITT °ONTA0T0R'��Tr ENGINEERING, INC. s � ' ^. e°m��r� �°belm.1,orw rel°r wdw V Under ll Road 12301 Lake Underhill Road Suile 241 m� wb" o-„o kdr armor emery o- s, g cae oesgra au,ecasuvcsa� _ ANDO, FL 8 OR 407-207-9088 FAX 407-207-9089 CertificationofAuthorization #27471 Ergk- ''maw. '"e�na°'aa'dtliao` as R°gW-dEr*- Structure Table Structure Name Structure Details TYPE C INLET TOP = 122.43 D-27 P-27 INV OUT = 118.51 P-27 (1) INV IN = 118.51 TYPE P4 CURB INLET TOP=122.43 D-28 P-28 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 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 TOP=122.51 D-33 P-33 INV OUT = 114.96 P32 INV IN=114.96 TYPE D INLET TOP=118.00 D-34 P-34 INV OUT = 112.00 P-33 INV IN=113.99 TYPED INLET TOP = 116.96 D-35 P-35 INV OUT=111.66 P-34 INV IN=111.66 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-2021N 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 D-204A TOP=121.00 P-203A INV OUT = 111.63 STORM MANHOLE TOP=120.28 D-205 P-205 INV OUT = 110.57 P-204 INV 1N = 110.57 STORM MANHOLE D-206 TOP=119.77 P-206 INV OUT = 110.35 P-205 INV IN = 110.35 STORM MANHOLE TOP = 118.70 D-207 P-207 INV OUT = 109.93 P-206 INV IN= 109.93 0 25' Bo' too' Scn E- t' = 50' DAVEM FLORIDA REEG.G. NUMBER GRADING PLAN BLDGS 1 & 3 UMB 48274 THE PARK A T 429 OCOEE, FLORIDA 1 PROJECT NO.: CP2 1 1SCALE: T'=50' 1 to �G, -J) L I �L- cLake `Fountains `Lake `Fountains LIGHT ICR EOE At PECIFIC TIONS FOUNTAIN ELECrR1C L SPECIFICATIONS A� AHO l`Agl F SF] Fr'11nN CIVIRI' CABLE SEUEC7nON CUABI A00��m�i0�� OEM 'sApO I i MH1 1src TO SELECT CABIESLTE FOR l'OUR LMSTALIAT10N: CIe�t3lakifmnldicdrtnandan. Then lwkw0,ari3islm 8r Wg8,revld. lfr AlYG #s pimrtB 6wsspo•v.�Yycmd plena hom Or Ovre vArncel lltddwt llmboRbOe tght b the lvy8�raaid. The ANG 9satlie lapd8,edwt klFe 9m mptM. a B,e lap d Br dul k 8c 9s tcptui. Q NOTE: 08M 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' PA. VAR/ES� 10 iS POND 1 DRY RETENTION 115' 1 PA. 10' VARIES 1155 - _EXISTING GRADE_ 4> Q CONTRACTOR TO OVER -EXCAVATE THE LESS PERMEABLE S CLAYEY SOILS SENCOUNTERED UNDER POND AND BOTTOM 112.50 PEEC) REPLACE WITH MORERMEABLE FINE DRAINING BACKFILL OVER (FINES CONTENT UNDER 5% AND A MINIMUM VERTICAL NWL / EXCAVATE TO PERMEABILITY OF 12 FEET PER DAYAND A MINIMUM ELEV 100.50 HORIZONTAL PERMEABILITY OF 25 FEET PER DAY) TO POND SECTION A -A Q IMPROVE POND PERFORMANCE AND TO SATISFY RECOVERYREQUIERMENT.SEEECS GEOTECHNICAL N.T.S. REPORT DECEMBER 8, 2016 (JOB NO. 24-5667-A). 21 (i) 35B'«36' HOPE O 0.085 0 _ (2) 300'«36 HOPE O 0.05% i1T0 NB00 118.00 -42 i1B1 �Q -42 M6'.-54' HOPE O 0.081r J z BUILDING #5 g 64,325 SF CL FLOOR ELEVATION 120.8 ZFINISH Q116.80} I 11680 680 1 80 I 11680 } Lu c/ -2f3 182'«36' FIOPE O 0.281G 0 d 116.42 2215 182'«42' H- w 638 -214 HOPE O 0.29R -215 TJ 6 .� � � 11585 --- 0-am- C woo.�0 I, �I DAVE SCHMITT cONT11ACTOf1•ASBUILTS' ENGINEERING, INC. Ih-b 6f60 Masse' 'w.efinNladbma by Ore a aNrxb Wed bebv.1.a aneMfea�,W Road 12301 Lake Underhill Road Sude 241 Underhill *" *.-I Y01ef�`� �� "bA-ft. .a nMIIA ry lay F+naWI d1W ac5er,' ranee. lefts& ,b-dt1aaa�d>.S�a Olhe�sac - I _ OR 8 407-207-9088 FAX 407-207-9089 Certification ofAuthorization#27471 EBgaaf Ndve91;BuwlBfe""°aadmealrwrasaasealdeTemaRa96f=adEngneer. 011 Structure Table Structure Name Structure Details TYPE H INLET TOP = 117.00 D-41 P-42 INV OUT = 103.19 P-41 INV IN = 103.19 TYPE H INLET TOP = 116.00 D-42 P-43 INV OUT = 102.87 P-42 INV IN = 102.87 STORM MANHOLE TOP=116.00 D-43 P-44 INV OUT=102.53 P-43 INV IN = 102.53 TYPE H INLET (BUBBLE -UP) D-44 (1) (2) TOP = 112.3 P-44 INV OUT = 102.41 TYPE G INLET TOP =115.85 D-214 P-214 INV OUT=107.15 P-213 INV IN = 107.15 TYPE G INLET TOP = 115.76 D-215 P-215 INV OUT= 106.51 P-214 INV IN = 106.51 TYPE G INLET TOP = 116.67 D-218 P-216 INV OUT = 105.80 P-216A INV IN=113.26 P-215 INV IN = 105.60 TYPE C INLET D-216A TOP=117.91 P-216A INV OUT=113.49 TYPE G INLET (BUBBLE -UP) D-217 TOP=1123 P-2161NV OUT=105.55 PjL POND 2 PA. .VARIES 1 10' 1 40.0' 1 20' WETDETENTION 20' 40.0' 1 10 I�VAR7ES EXIS7ING FENCE m 15. 14.50 714.50 _ . F7OSRNG GRADE .._ g CONTROL ELEV./MN. 108.5 f08.5 FOUNTAIN IN(AKE INVERT: 106.58 K d 8 BUBBLE -UP STRUCTURE. PROPOSED FOUNTAIN -/ ' 98.5 Q SECTION B-B N.T.S. ---------r,en-- I I FgOND I DRY RETENTION Q I I I I POND 2 I WET DETENTION I Q I WATER FOUNTAIN � ' MODEL NO. LF30000TP 3TlER OR EQUAL SEE DETAIL THIS SHEET. I I P-44 (2)(1) INVIN=f03.00 f 14.5 115.5 I'..�I 112.94 1 B. � 6'PVC Q 0.00% PIPE INV.- 108.50 I INV. 108.50 INV: 108.50 B i _ iIy �� oI 1 i� I O 0 0 25' S0' 100' I o ? B LINED - u _ `.B A 'ION DAVE M. SCHMITT FLORIDA REG. NUMBER GRADING PLAN BLDG 5 & PONDS DATE: OCTOBER 2 PROJECT NO.: CP2 48274 DRAWN BY: CPN '.NTS THE PARKA T 429 CHECKED BY: DM£ MMENTS MMENTS .. __ OCOEE, FLORIDA SCALE: 1^=5a SHEET: 14 OF 28 REDUCER - FIRE HYDRANT (FH-6) nKc nrurwnr Im•p •� ••-�- 8k8kf2.TEE ®� 184V-12'C-151 DIP WATERhWN - - FDC (FOG2)4'PVC DR-14 FIRE LINE S13 2'PVC WATER SERVICE CONNECTION W/ 2'METERANDB4CKFLOWPREVENTER 4'PVC DR-14 FIRE MAIN F-4"TEES FIRE DDCVA W(FDC BUILDING #2 193,500 SF CLEAN -OUT INV. ELEV.-113.50 428 LF-8°PVC SAN. SEWER @ 0.40% 90 LF-6•' PVC SAN. ., SEWER 1.0% A 8'90'SEND a FIREHYDRANT (FHS)� 8" TEE : S9 12k8'REDUCER S5 286 LF-B" PVC SAN, SEWER @ 0.45u - - S7 288 LF-B' PVC SAN. SEWER @ 0.4% S8 285 LF-8'PVC SAN. SEWER 0 0.4% 71 FIRE HYDRANT (FH-10) 12' TEE W1A1/{{8' . REDUCER FDC (FDC-4) 4'PVC DR-14 FIRE LINE Q • V ' - .. _ _ _ 5 I` / 34 'P 90 LF-6"PVC SAN. ' SEWER @ 1.05uA�,-SE�YEjY- - ,• s ., - 2'PVC WATER SERVICE CONNECTION W/2'METERANDBACKFLOWPREVENTER 111.70 BUILDING #4 246,000 SF (FH-15) ^ 12'TEEW/8' j -_ - DAVE SCHMITT -------------------- CONTRACTOWASBNLTS' ENGINEERING, INC. herebyaeetlaltl ese'As&lb'we afak etlbm byNe . 12301 Lake Underhill Road Sufte 241 � wpernenn rare �eW mesa A:ea+e .4 WW. u k w�* cms+n,,t� TN:slab�a Isbawd uoonsh. obn $ _ ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certitica9onofAuthorizallon#27471 c-v--1 • E14- N01`'�d"ti" v" igr."eantl6ioio 'wriw walaeFbil. 4' PVC DR-14 FII 4' FIRE DDCVA 400'-12'C-151 DIP WATEI FIRE HYDRANT I I& 12'TEE W/e' FIREHYDRANT (FH-14) FIRE HYDRANT (FH-13)� A 112' n 12' TEE W/ 8' f2'TEE W/8' _.-, S5 SANITARYMH S6 SANITARYMH S7 SANITARYMH SS SANITARYMH TOP EL 116.65 TOP EL 117.10 TOP EL 116.60 TOP EL 116.50 INV. EL (S) 111.88 INV. EL (E) f 1260 INV. EL (W) 111.79 INV. EL. (S) 109.18 INV. EL (WJ 7.. 68 INV. EL OYI 11233 INV. EL. (E) 1f0.W INV. EL (N/ 109.08 INV. EL. (S) 110.43 INV. EL. (N 110.33 S9 SANITARYMH S'IO SANITARYMH S11 SANITARYMH S12 SANITARYMH TOP EL 116.50 TOPEL 116.00 TOP EL. 116.45 TOP EL 117.14 INV. EL. IS) f07.94 INV. EL (W) 106.36 INV. EL. (W) 1f0.80 INV. EL (S) f03.38 INV EL. (E/ f0T84 INV. EL (N) f06.26 INV. EL (S) 104.80 INV. EL. (N) 103.28 INV. EL. (11') f08.04 INV. EL. (N) 704.70 S13 SANITARYMH TOP EL f79.75 INV. EL (E) 109.75 Ar- 0 2l5' S0' 100' 5 i'- 5' NOTE A ETER WITH BFP DENOTES END OF CITY OF OCOEE MAINTENANCE RESPONSIBILITY BUILDING #5 64,325 SF FIRE HYDRANT (FH-13) 2' PVC WATER SERVICE CONNECTION W 2'MEFER AND BACKFLOWPREVENTER S16-SAMITARYLIFT - EAN-OUT STATION ® INV. ELEV.-11 t70 TOP ELEV. 11&00 INV. ELEV. S 103.22 SEELIFTSTATIONDETAILS ® 90 LF-6'PVC SAN. SEWER 01.0%` 16LF-B'PVC SAN. SEWER 4'PVCOR-f4 FIREAWN @0.40% FIREHYDRANT (FH 12) _ - Q FDC (FDC-5) 4-PVC DR-14 FIRELINE 304 LF-8'PVC SAN. SEWER @ 0.455 - -- 1 1 340 LF-8'PVC SAN. SEWERC0.4%m S11 --- 2'PVCWATER SERVICE CO EVE � W/2'METERAND BACKFLOWPREVEI 4 FIREDDCVA W/FDC _=12's8'REDUCER t � � i. +.E REVISIONS DATE BY DESCRIPTION DATE BY DESCRIPTION iOr (sled Ee/arc. I. a:n enplgee •rdet rt0 u�,�ru,•,6Iu>oMsaxawtil an,ecroswcaxi 01-09-17 IMIGI REVISED PER CITY COMMENTS ae�ea�E er 12-05-16 CPNj REVISED PER CITY COMMENTS 2571'4'PVCSANITARYFORCEMAIN830'-8•C-151 DIP WATERMAINJ DAVE M. T FLORIDRIDA RUTILITY PLAN BLDGS 2 4 & 5 EG.G.NUMBER 48274 THE PARK AT 429 OCOEE, FLORIDA PROJECT NO.: CP2 DRAWN BY: CPN CHECKED BY: DIMS PROPOSED - FIRE HYDRANT PROVIDE BLUE REFLECTIVE PAVEMENT MARKER PER NFPA CH. 18 EXISTING FIRE HYDRANT PROVIDE BLUE REFLECTIVE PAVEMENT MARKER PER NFPA CH. 18 A PROVIDE EXISTING REFLECTIBLUEVE PAVEMENT EXISTING PROPOSED EXISTING FIRE �PERNFPAFIRE FIRE FIRE HYDRANT HYDRANT HYDRANT HYDRANT BUILDING 01 PROPOSED — 56650W FIRE HYDRAN & BLDG 1 FDC PROPOSED FIRE HYDRANT o O PROPOSED BUILDING #3 FIRE HYDRANT 'am' & BLDG 3 FDC PROPOSED FIRE HYDRANT PROPOSED N FIRE PROVIDE BLUE HYDRANT REFLECTIVE PAVEMENT MARKER PER NFPA CH. 18 /\ PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED — FIRE HYDRANT & BLDG 2 FDC PROPOSED FIRE HYDRANT & BLDG 4 FDC BUILDING #4 PROVIDE BLUE 246.000sF REFLECTIVE PAVEMENT PROPOSED MARKER PER NFPA CH. 18 FIRE A HYDRANT PROPOSED FIRE HYDRANT 0 50 100' I 2D0' I sca-E: i• =too' . I I LEGEND PROPOSED FIRE HYDRANT I FIRETRUCKPATH I � I �PROVID BLUE REFLE TIVEPAVEMENT MARKET PER NFPA CH. 18 � I I I I I PROPOSED FIRE HYDRANTBUILDING I & BLDG 4 FDC ..325- "L-PROVIDE BLUE PROPOSED REFLECTIVE PAVEMENT FIRE MARKER PER NFPA CH. 18 HYDRANT A 511.0" ISO FIRE FLOW NFF=(Ci)(Oi)t(1.G+(X+P)I) NFF Needed Fire Flow GPM Value 3,025 Use 3,000 I Where: CI [onstruction Factor G=18F(Ai)10.5 7,146 Oi Occupancy Factor 0.75 rqw X Exposure Factor 10% P Communication Factor 0 F Construction Type Factor 0.8 Class3 At Effective Factor s -ft 246,000 86.0'r 249.0" 50% NFF Reduction for Sprinklered site FIRE TRUCK inches Width: 96.0 Track: 80.7 Lock to Lock Time: 6.0 Steering Angle: 41.7 REVISIONS DAVE M. SCHMITT DATE: OCTOBER 2016 DAVE SCHMITT CON woTOR'Aseu LTs' DATE BYI DESCRIPTION I DATE BY DESCRIPTION FLORIDA REG. NUMBER FIRE TRUCK ROUTING PLAN PROJECT NO.: CP2 ENGINEERING INC. 48274 I here7l stale that dress'As&lts'wive kxnkhedbme by" ru.UacW Wed beb". I. van enplgee wider "ry DRAWN BY: CPN 12301 Lake Underhill Road Suite 241st,Pemswn hare n.,reeedm�e As&its and he6nelMmbbetimxewiAnllutonledge d,mal _ ORLANDO, FL 32828 THE PAR CHECKED BY: DMS 407.207-9088 FAX 407-207-9089 ,� I:r }iev OCOEE, FLORIDA SCALE: 1"=100' � Certification of Authorization#27471 Np1r�d"�0 ft1 ky � th901g"'Ir& .4 wa lroba Re9bi-ol En*—. 01-09-17 MIG REVISED PER CITY COMMENTS SHEET: 17 OF 28 STOP SIGNMI) &24'STOP BAAR ------ -- FIRE LANE W/3'WHITE LINES AND 24-HIGH WHITE LETTERS PARKING TYP SEE PAVING DETAILS 9 9 P PARKING S14CSYMBOLWEEL STOP SIGNSBUILDING #1 3FHANDICAACC SISAREA M 56.650 SF - STOP SIGN (R1-1) & 24, STOP BBAAR PARKING TYP STOP SIGN R1-1J SEEPAWNGDETAILS &24. STOP DETECTABLEWARNING-1 O SURFACE !TRUNCATED DOMES) PER TOOT STANDARDS OF SPECS. INDIX 304 O 0 HANDICAP PARKING SIGNING & WHEEL STOP BUILDINGIR? ILCSYMBOLW/SIGNS 550200BE 6ACC SS6&AREA(T WM DETECTABLE WARNING SURFACE ((TTRUNCATED DOMES)PER FOOT STANDARDS OF SPECS. INDIX 304 STOP SIGN R1-i) &24'STOP STOP SIGN (Rf-1) & 24' STOP BBAARR HANDICAP PARKING SIGNING & WHEEL STOP nV SYMBOLW/SIGNS BFACCESS AREA X P0)) STOP SIGN (R1-1) & 24' STOP BBAARR ar "Mommi a� Jm��, �0 ��. im ___M NOn 'I1n i Nor I a 2.7 s.f. 6, Use of pavement symbol in accessible parking spaces is optional, when usetl the symbol shall be.? or S high and white in color. UNIVERSAL SYMBOL OF ACCESSIBILITY INTERNATIONAL HANDICAP SYMBOL DAVE SCHMITT eormuomR-Asfiva s DATE BY ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 � sapervdm ha:ara+ivee4 iM As4�is and era cvmnean�«m1a n11, m1 rnmr or I _ ORLANDO, FL 32826 emwlco�kwea Tn's s�xcmg4�eased wo+sta of vatio�orme casswc6oa 407-207-9088 FAX 407-207-9089 coMr Frjneer CeriffcationofAuthorization #27471 r ,ice ai ftaxjr'risedsea1faFl"id'Re4YGedEngnm. STOP SIGN (R7-1) = & 24' STOP BBAAR I" Tl PARKING TYP SEE PAVING DETAILS IIInIIllllllinllllm'minlllllllling HANDICAP PARKING SIGNING & WHEEL STOP HA: SYMBOL W/ SIGNS 6FACC - &AREA(TYP)) BUILDING #2 193,500 SF BUILDING #4 246,000 SF HANDICAP PARKING SIGNING d WHEEL STOP HA: SYMBOLW/SIGNS dFAl ESS&AREA TF_(TYP)) PARKING TYP SEEPAVING DETAILS DETECTABLE WARNING SURFACEfiR'IA LA DOMES PER FDOT STAND OS OF SPECS. INDD(304 EEPAWNG DETAILS "' v uear r • • • • — - - PARKING TYP SEEPAVING DETAILS niliilililniiiiiiliiniliiliilliiliini lllllllllllll 24' STOP BAR TYP. (WHITE) l•lN RO.W LINE, TYP. 2g7yp, STREET SIGNW/ dOlS DEAD END (W 14-1) SIDEWALKRAMPIW 25'R. TYP. I DETECTABLE WARNING, TYP. - 351R. TYP. SIDEWALX SIDEWALK STANDARD _ CROSSWALK (WHITE) TYPE'F'CURB &GUTTER TYR TYPICAL INTERSECTION SIGNING & STRIPING DETAIL $ , - A�X� Raxx - T nrM_sr c aM+aM. PEN"� ONLY c I er �$250sNrM er HANDICAP PARKING SIGNING DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 --•—T STOP SIGN IRf-1) &24'STOP BBAARR ° bb o 4 T _ -e O O �,TMw..., �L_. --0OOO lallC/I!D WE4E'1K O O O O nra 1n1 rgeinar oa+a n,.em,o.cewmrno�..a�>» m..av•.o,.nia,�.,.,�rx CURB RAMP DETECTABLE WARNING 301, i STOPSIGNtRt-1) d 24'STOP BAARR R1-1 TYPICAL STOP SIGN 0 40' 90' 160' SCALE: 1' a0• PARKING TYP SEE PAVING DETAILS PARKING TYP — SEEPAVNG DETAILS BUILDING#5 HANDICAP PARKING SIGNING & WHEEL STOP 64,325 SF HANDICAPPARKING SIGNING & WHEEL STOP TLC SYMBOL W/SIGNS HIC SYMBOL W/SIGNS BFACCESSAREA TP-(TYPJ) 6FACCESS &AREA (TYPI) STOP SIGN (R7-1) •.- &24"STOP FIRELANEW/3'WHITE LINES AND24'HIGH „ STOP SIGN(R1-1) &24"STOP BAR Sign No FTP-21-06 and FTP-22-06 3-6' White C Equally Spat Public Sidewalk iv � H el ki l HANDICAP PARKING SIGNING & STRIPING PLAN THE PARK AT 429 OCOEE, FLORIDA Sign No FTP-21-06 and FTP-22-06 NO.: C y: CPP BY: C 17 A" H �: I1.4Y.O 1 f.e% — zat I teex — xeat I %ototi Cm'o ' `N' I • •'+ 1.6Ys 5:06't I 1.BBY. 9=BB't ^ 2 — I O L zss't moo•. —zosro % a—- • C I C y zest • f.aex— ao'f� �¢ox � zoco x — xcsa I os xo-- %o;-o �xosro+f BUILDING 5 BUILDING 2 BUILDING 4 BUILDING 2 BUILDING 4 BUILDING 3 BUILDING 3 HORIZ:1"=50' VERT. 1"=5' i it j 145 -- 1 - - 145 I li 140 140 135 --- ---- - - --- - 3 r--ram- 0 130 � I Lu � W 125LLI — 125 J lz J Z 120 15 115 2"_ am— --- -- " ate_ - -- -- . - - - - - 1 ff _ I ' r REVISIONS DAVE M. SCHMITT DATE: OCTOBER 2016 DAVE SCHMITT CTOR'as-BurtTs DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER CROSS SECTIONS PROJECT NO.: CP2 ENGINEERING INC. � row° m^�q�° ^' ��^ ° ^� 48274 3873AVALONPARK EASTBLVD. "��"""`Me° a"ae�+eu�nme°m�wan"n"+1�,ary DRAWN BY: CPN THE PARKAT 429 CHECKED BY: DMS _ OR088 F FL32828 SCALE:1"=50' 407-207-9088 FAxzation#27471 � OCOEE, FLORIDA Certification of Authorization #27471 SHEET: 19 OF 28 75. 00' 135.00' 105. 00' 275.00' J� J335.00' law --m 0. L;0�� 75. 00' 135.0 �0' 25. 00' 80. 00' T'/P SCMZ I' - 30' - WHITE TURN ARROWTYP. 50. 00, 6'DOUBLE YELLOW 25.00' 86. 00 TEP 24"STOPBAR ITj ........ ....... ..... ............................ ....... : ............... ......................... ..... ..... . . ........... ........... . ....... ............ ....................... LL] ......... - . ......... .................... .............................. ............ .............. .................................. ..................... . . . . . . . . . . . ............. ............................................................... . ....... . ....... .......... . ......... .......... ..... ....... . . . . . . . . . . . . . . . . . . . . . . . . . I �!- ..... ...... ........... ............ ........ ........ .... ....... . . .. .................... ..... ...... ....... ...... ......... ...................... ................. .......... ........................... ............ ...................................................... •.................. ........................... . ............. ............ ---, --**-- ............ ....... . .......................... . . . . . . . . . . . . . . . . . .................... ........................ .. .................... M1,1M . ...... ... .......... ......................... ......................................................... ...... ... ............................--gggqIgg—�(, ... ............. ........... ... ..... ......... ............ ---- ............ ................................ ..................... ............... .................................... ....................................... . . . . . . . . . . . . .. . . . . . . . . ........ .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. ...................................................... ...................... ...................... ........... ................... — .......................... A - . . ...... ............. ...... - ........................ . ..................... ............ .............. ................. ---- -- - .......... ....... ...................... ......... ...... .............. ........................... ................ - . . . . . . . . . . . . ...... I ............ ...... ............ . .. .... ...................... . . . . . . . . . . . . . . . . . . . . . ............... - -- - -*--*-* ; - ............................... ............ ..... .... . .................................... . . -- --------- - --- .............. . ... .. . . . . . . - - - - - - - - - - - - - - -- ---------- - - ---- , . . .. . .. .. .... .. .... ................... . . . . . . .............. ................ ..... ... .. . SWALE I �T R — S — -- — -- — --- —j�,U I.ITS.F1 ffilrTIONCOURSFOVERIAY 1 7p 12 SEE SITE PLAN W- WZY 1 FRICTION SE'�;V o ZIv.uu 2, EAST CROWN POINT DRIVE POSTED SPEED 45 (DESIGN SPEED 50) F.D.O.T. STANDARD SPECIFICATIONS INDEX Nos. 300, 301, 304, 526, 546, 17346 C) 125. 00' LIMITS OF('FRICTION COURSE MoERLAY Cl- 0 15, 60. EXISTING DRIVEWAY EXISTING DRIVEWAY 4) 1+ Suu 70; 6'DOUBLE YELLOW - 18"YELLOW ct� .. . .... . ..... ............... ........ ........... .. .............. ....... ...... xt cl� Lu ............. ........ .......... ....... . ...... ............. . . . . . ........ ........ ........ ............. . . . . . . . . . . . . . . . . . . . . . . ... ............. .. ............ .... I ........ ....... ............... - ....... ....................... .. .... ............. .... --- .......... ................ ............................ . . ............. - ....... ........ .......... EXISTING PAVEMENT nwo G PAVEMENT 4-4 PROPOSED PROPOSED DRIVEWAY Y DRIVEWAY LE 2 -MME—F �5'iR� SWALE 3 CU 4u0Gu;:Tg 011 -E SITE PLaq EXISTING DRIVEWAY IUBE SEE lip EAST CROWN POINT DRIVE POSTED SPEED 45 (DESIGN SPEED 50) MATCH LINE 'A F.D.aT STANDARD SPECIFICATIONS INDO(Nos. 300,301, W4, 526, 546, 17346 -------- PROPOSED 12'LEFT TURN LANE SEE SITE PLAN REMOVE AN-D R-EPL--AC-E- EX, ISTING DRIVE TO MATCH NEWPALM DRIVE GRADEAND ALIGNMENT. DRIVEWAY CONNECTION PER 15- FDOT 515 (LATEST EDITION) 6' SOLID WHITE EXISTINGDRIVEWAY U 6'SOLID WHITE PROPOSED DRIVEWAY 'DOUBLE YELLOW - ..........OQ C C) TYPEF"CURB 00' 70 18-YELLOW . AND GUTTER 210.00' 75. 00' 135.00' 1 I'T 00, 5'R LD LIMITS OF I'FRICTION COURSE OVERLAY LIMITS OF I'FRICTION COURSE OVERLAY w PALM DRIVE u w POSTED SPEED 25 (DESIGN SPEED 30) F.D.O.T. STANDARD SPECIFICATIONS INDEX Nos. 300,301,304,526,546,17346 PAVEMENT EXISTING ROADWAY PAVEMENT — VARIES% WIDENING VARIES SEE SITE PLAN VARIES WIDENING(WIDTH I VARIES V VARIES 1'FC-SP 9.5 TYPEF'CURB AND GUTTER 0.02 0.02 L*CURB TYPE -F- CURB EX�ISTING PAVEMENT AND GUTTER cm EXISTINGI PROPOSED C) E SP 9.5 PROPOSED -P Y STRUCTURAL COURSE DRIVE —WAY 2 112' TYPE SP STRUCTURAL I'FC-SP9.5 COURSE (TRAFFIC C) U sswo s7— 60+00 59 ss EXISTING PAVEMENT 10'LIMEROCK BASE LBR 100 12'TYPE B STABILIZATION7 ----------------- COMPACTED TO 98% COMPACTED TO 96% 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 Q 30 PALM DRIVE DRAINAGE DETAIL SHEETS FOR POSTED SPEED 25 (DESIGN SPEED 30) ADDITIONAL REQUIREMENTS 1* 30, F.D.O.T. STANDARD SPECIFICATIONS INDEX Nos. 300, 301, 304, 526, 546. 17346 COWRACTOR'AS-BULTS' REVISIONS DAVE M. SCHMrrr FLORIDA REG. NUMBER OFFSI IMPROVEMENTS GEOMETRYAND STRIPING DATE: OCTOBER 2016 PROJECT NO.: CP2 DAVE SCHMITT ENGINEERING, INC. I F� �w ftjt� 'Asa,?W MnWd b m by ft fisW beim. 1, m DATE BY DESCRIPTION I DATE I BY I DESCRIPTION 48274 THEPARKAT429 DRAWN BY: CPN 12301 Lake Underhill Road Suite 241 CHECKED BY: DMS ORLANDO, FL 32828 01-0947�REVISED PER CITY COMMENTS xjl SCALE: 1"=39 407-207-9088 FAX407-207-91389 En.*-- 1 12-05-16 jCPNj REVISED PER SJRWMD COMMENTS OCOEE, FLORIDA -- — Certification of Authorizabon #27471 1 12-05-16 JCPNI REVISED PER CITY COMMENTS SHEET: 20OF28 ;::!:?.,',J..l ....................... 1221 121.8 12�.6 12 121.1 12t3-- f2-1.3'120.1- ------- �, J�- 12 91 L29 3 -t2-24Z 12189 121-76 r�-- L Ll 2 121 8,q -: -�- '-1�0 121.57 -.6- 1180 jig- - - ITT 12"0 -14m 21 2� 00:jb --12 9-3 120.29 Lu 23.32 123.15 3.15 122.49. 122.45 N.3\ 71 122-1 121.10 --120-9-1- 120.49 120.37 4 k I.- rw2ml LAO Nir 122.7S 122. t�' /0 122.54 VUIQ 9 20 -- 17+00 121.81 12.2.23- 121.03 26-- 123.12-.---.- 122-70 122.40 122.18 122,21 1.67 121.47 L210 171 121.79 121.35 i255 122.4 ----------- 122.8 122.3 2 .8 120.9 120.4 SWALE I - - -- - -- - -- - - -- - - S W/ 'TYPE C BOX -3 121.15 TOP 122.75 1 MES 7-MES :3:0�3� INV 119.65 N-A INV118.75 121.15 120 66t INV 118.75 302 (1) 45-18" HOPE �-03- K30 EAST CROWN POINT DRIVE J\ T11-1 2:T]' F+-* I 1 1 11-J2 ri I'k 142 1 1 1 1�1 W21 1 1.I 1 1 12 .2 x ,4g 4.74 If 'I io.ToFl 1-L Agdo I I I 10. L J-1 L lkdo I I 1 16 0 118.8 118 118.4 N Va- -118.0 C6 6 G 39� 6p 0.. 117.5 (L 7 116�9 117.2 U-7.1 111T 5 118.1 f17.7 117.3 1. .117.1 117.2 11 u-3 771 CR19- D �93i gal_1}7 L LJ 121.20 7-- 119.02 119.14 119.33 1201 1 19.89 119.26 1p-� 38'-Ig'x-3D-' Ecp 118.7 7 9.55 '9 --VT6 ITRI -116-7 �14 2 119,0-57 LE 2 - - -- - -- T M4 191 1 7 117.0 S W ALE3 - - - - - - - f"6 9 IT7.3 ..2 119.52 -305 119.27 MES 12 120.5- 119.0 - 119.0 .5o INV 116.00 11 50 INV 115.75 117 INV 115. 11.9.85 EAS CR )WN POINT DRIVE 0, 1 �0.0 0. L110-40 ti�j I 14 2 1 - -0- c' -13 9L'EZT %0.9'0- og 0 -%09 .0 + OL'EZT 16 N Co. ct ';IT m 90 15� 99'M ZU 6 c� I64'-IVM'r(5 71 Z' U E'EZT co'cz V 0z'cu C6 -6 EZT 6 EZT 6'EZT 0 V11 9** F.71 124 -- ?i ' 49,00 9 QTZ L 8- OE �ZT LO'tZ I Os* XT Al (] YV-7V-d --v- qj,f.z L 0W[:ZL IK 1)7'tZ L ZS"ZZ[ 1.6, 0'77L 0 15' 39' 60' 'ZZL Z - 6'ZZL I. z-cz i. ZTZI tl*CZ[ 9TZ 1 T. 7. S�- 1' 30' ZZ'M rPALM DRIVE 9,6ZI N dr TYPE F'CURB Sb.d.n, T01. Stmdum Table Strud- Wt. sft.d- N... Skudum Detals Strdun, Ma- SUMbM DetaEs st.MI. N.. Stud.. Dtft AND GUTTER TYPECIMLET STORM MANHOLE TYPE 0 INLET C. 7- C D-301 TOP = 123 62 �301 INV OUT = 120.45 TOP = 119.25 E" E-= "S'S PIF P-M INVIN = 115.75 D-314 TOP= 118.00 P-43M INVOUT 112.87 P-43(2)(1) WIN= 112.87 14 ILI e�ff CAA? QU71 U _ v •1 (0 P-310 INV OUT= 115.75 D-302 III' C INLET 123.00 P402 (TOP- INV OUT= 119.93 TYPEDIMLET TOP = 116.50 - O'SZT -T.FiV -- - -- JV7 T MES P-301 INVIN=119.93 �309 P1310 INVIM= 115.75 0.315 112.6 P-0 (1) INV OUT= 1 3 p 43 (2) IWIN = 1 2.63 -j .. - P- - - szli TYPE C INLET 3a3 7 OP = 123 00 P-302 INV OUT= 119.79 P-302 (1) INVIN = 119.79 D-310 MES p- 314 INV OUT= 115.75 D-316 TYPEDINLET TOP -116.50 P-44(2)(1)(1) IWOUT=111.26 P-43 (1) INVIN - 112.00 156 �Os-vzl SZT TZ'sZT E'SZT Z60±W--IZ:SZL- 0s'sZT 9P'SZT Z1 7 -1- w"ZI, 11 nn 0,7L SZl 6 1,'9Z 1. D-304 TYPE GIMLET (BUBBLE UP) TOP = 122.75 P-302 WIN = 119.65 �311 STORM MANHOLE TOP= 11 .30 14 INVIN=115J9 TYPE 0 INLET Top = 116 00 69'VZ� - -L. 9L't7Z 9131ZI, P- 2(1) INV OUT= 113.66 D-317 P-44 (2) (1) INV OUT 10&82 L6*17Zt Z'9ZI, 0,9ZI, D-305 MES P-306 INV OUT= 11&75 STORM MANHOLE- TOP= 118.60 P-44 (2) (1) (1) INVIN = 110.44 cq� 7 UP) MES 6312 P-202(l) INVIN = 113.4 TYPE D 114LET (BUBBLE Top m 108-00 00 A�� 2 D-306 P-306 INVIN= 11&75 P-202(2) INV OUT = 113.4 is 1-44(2)(1) IWIN=103.00 0 15, W. so, W SCAM' 1* 30' PALM DRIVE MES F-P409 INV OUT= 116.0 .3 rYPEDINLETQ307 Top = "Soo p_43(2) (1) INV OUT - 113.16 P-202(2) INVIN-113 16 DAVE SCHMITT REVISIONS DAVE M. SCHMITT FLORIDA REG. NUMBER OFFSITE IMPROVEMENTS GRADING AND DRAINAGE DATE:OCTOBER 2016 PROJECT NO.: CF`2 DATE BY DESCRIPTION DATE BY DESCRIPTION ENGINEERING, INC 1-6-1-A-B" - -w by fed b-1-- 'w-Zm 48274 DRAWN BY: CPN 12301 Lake Underhill Road Suite 241 &� p� !--e re�� beive b in cwgf� �wge 0WA THE PARKA T 429 CHECKED BY., DMS- SCALE: 11" = &Y ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Engi- OCOEE, FLORIDA SHEET: 21 OF 28 Certification of Authorization #27471 W �W wdvA ft siqr,�e xd ft wkkW � sA of a Fbrida Registwed En*- 12-21-16 CP REVISED PER RWMD COMMENTS SIDEWALK ' O T�HAHdGIPAGNT.FRONGRADETO8— I CFSIDN, SETIa'faACR OF SH)EW'AIIQ P• a' ll1/ 'BLUE HC SYNBOL DErEcraBLEwaRmxcs RAMP 6'WMrE 'I @roc. f2' T 0• 6.6. NOTE: ALL STRIPING SHALL BETIERNOPINSLiC. TYPICAL PARKING STRIPING PLAN N.T.S. oT1m 1/r TP..uNr i tim,�`v WIDTH VARIES -SEE PLAN I'll StttAU( RN. GRADE 114"1" _ cFCTON A —A • • • PAVEMENT 1. GIVE ETSTiO °AA 9WL eE Rf]MID t RD'tAMD v //A',\ N %/// WIM. PF" ((CFW6M1Cf — °AS A01 I�MIL�A� Dix RPrADS PD! 11E IaPmflJtlN NOTE: ALL SIDEWALK CONCRETE TO BE 3,000PSI (MIN) AC®11I5 °.wts (Aoua) smiG1 erns SIDEWALK ABUTTING PAVEMENT N.T.S. TYPICAL HANDICAP RAMP N.T.S. ------ --- — - — --- .. ............ .. .................. —_—_ __-- _— _--___ fl yr ui, ypEpp�[� y' - ➢11 62' TSIDEWALK �-• 7'SIDEWALK �� II �livaRIES 19' PARKING DRIVEE LAN PARKING 4' NC SBEwAlK 12' 12' PROFILE TIP. GRADE R4 7-9806 LANE vARIEs VARIES 2.00X DUX .�ARyI=S pTpE�.. . AlIMLT PA! B 91E0��CDyNfRE9TY 5Cpy �OCpK OR SU (TT I )ROF �F Tp OPRDAMO DO F �'xE 0��9TM ER NM TYPICAL STOP SIGN NT S. KEEP RIGHT SIGN N.T S. TYPICAL PAVEMENT SECTION N.T.S. (PARKINGAREA) #4 (TWO PER CURB) VARIES }T� 2-1/2' SP-0.5/1- ASPNN.T PAMIMT 1cro°Nca�°�ie�iwloo DARc��caou��m�'atx s�rFil6�Ds ARFD" -1 odTS`saQ�g� �Aa PER MBHTO T-1B0 WN 40 LBlij CONCRETE WHEEL STOP N.T.S. HEAVY DUTY/LOADING AREA PAVEMENT SECTION N.T.S. DAVE SCHMITT ENGINEERING, INC I 12361 Lake Underhill Road Suite 241 _ ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 i @)DUAIPSTER GATE HINGE DETA0. Hs z � I I � I a t iI i CONTRACTOR•ASBULTS• I Maq slave Wldlesa'As83s'were MesheO b me b,'the ov4attor EsleE helorv. L or a7 rnW iae udxr rtry dsedawerisbD Faye rB, ft tlresa•Isb--d erd b9. tllembbeno h c— kron dJadMld was a'LMIYm inAteD.THs s1ar�meM1k basetl Wong ob.anatlas d0iemxtrixCoit Enif. r Noty Mw*a fha 471—eAd ne odgkW ra' dSeal If PWr Reg fled Ergirer 6k qoN 4 z M 1 4 T�IXF pt FlBIX Y@I 2 sTAI>azzm suacRADE ro �P RGi 41ioR0i—f�80 Yw. ffi Do HEAVY DUTY/LOADING AREA CONCRETE PAVEMENT SECTION NTS. WIDTH VARIES -SEE PLAN M. GRADE 114"T HN. GRADE STANDARD 4" CONCRETE WALK N.T.S. TYPE "F" CURB N.T.S. TYPE "A" CURB N.T.S. TYPE "D" CURB N.T.S. CONTRACTOR SHALL COMPLY WITH THE 2016 DESIGN STANDARDS. - FOR DESIGN, CONSTRUCTION, MAINTENANCEAND UTILITY OPERATIONS AND FDOT 2016 STANDARD SPECIFICATION: F.D.O. T. INDEX 200 - STRUCTURE BOTTOMS TYPE J AND P e F.D.O. T. INDEX201 -SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS c 1 r t : •r . c r . F.D.O.T.INDEX210- CURB INLET TOPS TYPES 1,2,3&4 .r •.:••-..'•-.`.:• F.D.O.T. INDEX 232 - DITCH BOTTOM INLET TYPES C, D, E & H- F.D.O.T. INDEX 272 - CROSS DRAIN MITERED END SECTION SINGLE AND MULTIPLE ROUND CONCRETE PIPE sEcrax a —Al F.D.O.T. INDEX 300 - CURB & CURB AND GUTTER O'Vi11E1"OU^� RYPE'F' wRe a ovrrErD F.D.O.T.INDEX304- PUBLIC SIDEWALK CURB RAMPS 3' VALLEY GUTTER & TRANSITION ® N.T.S. ISIONS DAVE M. SCHMITr I DATE: OCTOBER 21 DATE BY DESCRIPTION FLORIDA REG. NUMBER PAVING DETAILS PROJECT1,167P2 48274 DRAWN BY: CPN THE PARKA T 429 CHECKED BY: DMS OCOEE, FLORIDA SCALE: ^' NTS° [E F_j—. L O'L L j I t: f i-7 root., ,*INLETS _3 IL- ff_ IIAN f.—TYIE I .—WAL ABOUT 41 (1— TYPE I V I —A SECTION IB (INLET TYPET SYNNETIV[AL ABOUTW SECTION BB (INLET TYIFISYNNETPICAL —4 JA SPECIAL TOPSL45- INLETS TYPES I AND 2 INLETS TYPES 3 AND 4 SLAU REINFORCING GEN_ �-414 4 DIMENSIONAL SECTION a 7AfINfOPCING SECTION pFINfOPCING SECTION " (ALTERNATE A) (ALTERNATE B) S—H—F—E—oTnR—s5 —N) TRANSVERSE SECTIONS FOR INLETS TYPES 1. Z 3 6 4 I •------- T— 6 sy— I 01 6 2016 2016CURB INLET TOPS TYpas AND 6 � CURB --a-—a11 2, 3 AND A5TRuL7YuRE OITOMS TYPE J AND P DESIGN DESIGN DESIGN 200 Ws D-- r Ff 4!-m- 0 4p- ir c —c 1.1— '_—TE TYPEGINLET(T-2P Tr kL --s ff-- V OPI 5CHED—S (TABLE N -Tj7 1-1- P, ---------- + TYPE C .-7-L-L;L 44-1 -1- TYPE D TYPE E TYPE G . . . . . . . . . . . SINGLE AND MULTIPLE ROUND CONCRETE PIPE C ur DESIGN _RUER DRAW MITBRHD E_ BECTION vv 016 .—.a— INLET TYPES CRa Or/OI/Os " DESIGN STANDARDS, AND 2-3-2' 1--f'7vN DITCH BOTTOM INLET T"ES F AND G 72Z-3 z'T REVISIONS DAVE M. SCHMITT DATE: OCTOBER 2016 DAVE SCHMITT co""AcTo"" DATE BY DESCRIPTION DATE BY DESCRIPTION FLORIDA REG. NUMBER DRAINAGE DETAILS PROJECT NO.: CP2 ENGINEERING, INC.myLixdgB 48274 DRAWN BY: 12301 Lake Underhill Road Suite 241 THEPARKAT429 CHECKED BYt DIMS ORLANDO, FL 32828 407-207-9088 FAX407-207-9089 Ew-- OCOEE, FLORIDA SCALE: NTS Certification of Authorization #27471 "tid ra;;J—sM of, Fl,.� Rgt—d Erq— SHEET: 23 OF 28 n T� �vriw em., ~�vavWs s+,iwa®�rxawrn i Wg1Wlr� rs�rwYv,P+.. w.a n.+W.a � .awYw.vr raa __ CRY OFF E CpL41FIF aETI13 A", m DAVE SCHMITT ��M�^�T°�—Lrs' ENGINEERING, INC. then?br saaNtUeee'ASBvI' uere hukshid to ma by ft w*adw ftl belt wan w0a)ea udw 12301 Lake Underhill Road Suite 241reecua�+wsw0e �.�wed mesO r�ava em bet�.0 meatmbenr«tt.ay knordedgednhat em,3rya, t ea. mr��arsb a� oo—�dv�msmntmo�. — ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization#27471 cOmacmr'^ " —%d,Mmgd S1q" anduiB01g" raiNdW40fdFW� Regk-1eredErl&— CRY OF OCOEE CCIISli111C11011 aETAlS �: BiIvHVNe NBP a tP+wr.rwmsamsrp��m—rrr�—� a I CRYOFOCOEE t��l�. OET/15 � /lk' AaPUI awgan.na...r M+..wemnn.�u 3 •v+wYPvarmwvy.voPbkwa vrt n Imr M.n. f tm'r- w- t� a a wYaP i, r vn—iaw.w,b w r w. qva n L -�� Yuaww usr •a.w r� ur wi .mM4t Yw �aTi� \ 4rs u .ir+revev�eaa �wi�g0 �a��vrir.r .r.darsYv.rvq—w�riu m apwrafr.r4;<'9w.r. �NN�wear~i.� Wmavi Yisavt ry rvwn.e v.esy Pw.r N Y a�.avy a 5a�immtrv.YWtr�1�YPpmou.mnt+P- pvna.r.ra.p.WP Ib�ea.vC CRYOF OCOEE _ �� Na4TR11ClplaElHS yrp., ur„vrw.rlarw.7 w e k DAVE IDAR .. U.i OCOEE WATER DETAILS FLORIDA REG. NUMBER 48274 THE PARK AT 429 OCOEE, FLORIDA IPROJECT NO.: CP2 1 ICHECKED BY: DMS 1 ,9— rn4w�vksw COYOF OOOEE NNS1RSClI0M0ETI13 I Irt561 LvruaYL�frrl y«m,'v�ms�.rw er'.wm. drd °ws4�wq �ww°—"v «>ynk Ca, aiR11,:11y1o3i rrv� ,rw N6n«•Ytl. i� a�m �~wwme •M+nawb ♦ mer w,n.r «�M+=. Sv.as w e m..ew s ymµrbs�pvwnrweeaev,r«Itlmwn« �et.w, �Va«ewSai may.wnb,gru� rnrty «l.tlwntlrYr wf rgimwr «,wemwnb6m�tlM mewaa«MI. Mvrrm^r'wa„rrwr'r a,'bwt GIYOF Ocoee q. CaH3re1KT10aaET/as ....^«+,.,,"m:'..°'e"::r"'a,�tl �p r sens� r e oK—.«.,w...r®.mrt 4�.., awcm m revwr ,n s�wmf � wa� t�Yn�,wp�ba.�w� anti" rhow,v,x. °w °�r."4n`.. ,..,«nr...on.mee•,Y„w..ak ,b.e. �4,o�mrrrr.:�r.r,r �..,rrw tlrwa. myrw.rr.yw�,sw+Hnc,r 46.�i,br mn�ao ,wwbr errmkmb«.a.a ed� nvrmauc.a�u.,rr. 'Wwse"ar Ww errW m�i eN,wtlrrrrtivr«r.pa,w, x. eer�am.r erf+a+w P.v+rtal+w+b cv �M� i? �m.em�r+aem.,e ��ap,vrbryarbO,6µwwmgrvv,rra mmv,Ygwrbr,fwwr vav,tcv.n 6 aaxaa«raaCawaboY,ew.,nrllwt � w l ww.H<tP m.mawa�«l w,rYt43.,b, CnY OFOCOEE �! � rn 3«nmrr Tmn, CRYOF OCOEE Ca,rsiRtlCf,o,roETN9 S+r>ews oETK C OFocoee S+tir.3ev PJCIH,U�PrE, Re —Ta W mrtl,i�sir9lp ..�^- "_ m.nw.l LL ee e erl,n �� °,asw'ggao—,«w+n ,i®N tyfi� rw—µwwmTw� w —[amour mrp¢+Iwrrw,vu•r tlnnnnw � niyWorM.en rv.rm.a^«marrbr�rr,an CITY eFOCOEE 1rtW1 w,MY1u,PCvr�'1m E Aq MN TOWr � �� n 3,S G Wawa—i,�renr�a�� n ° CrtY OFOCOEE - W,SiaecigN bk�i,�as+^I.+�nr�r Tuw.er a—m wa tlr0' s ~bye wc< �'a+s..w,n r°� raw+. GIV OFOCOEE CONsimlclgNOEfN9 SbNr.YwM. �WCwr 8GV£ M an � .w�w,ra� Iwrora M1+«-+. ay.«ews^ncapnF' OO ocoeE ' Fubevl {SA Trr e5p,a3erw 4mrrm Mgirrl iri a,e,wwe 3«M It ffi r br��mwy«�rmrrww4..n v«a www.re� °iwwkb A^.�n� REVISIONS DAVE M. SCHMITT DAVE SCHMITT cov ucTOR nsem7s DATE BY DESCRIPTION DAT#BY DESCRIPTION FLORIDA REG. NUMBER OCOEE SANITARY DETAILS PROJECT NO.: CP2 ENGINEERING INC. 4827ai rrreq-srs u,a�e,ese^nsa,u•,Tuerur�trdmme ey ma mn6acmrE,ied bebw. i, or enm,po-Jee urcmr anDRAWN BY: CPN 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 dutm clm THEPARK CHECKED BY: DIAS 407-207-9088 FAX 407-207-9089 Eegmer OCOEE, FLORIDA SCALE: NTS wCertification of Authorization#27471 wvardw*ftsgna3Se" meo,ry4wa8ed sea da �&<ora FbEMe,.SFfI PFR f:ITV r:OMMFNTS b SHEET: 2 w ..SQL: OF PPE NAS FINNM r;1tADE ( NO B) COY" FILL /\ E 4� 9i SELECT RL NOTE 3) LLiv i HOIFS 1. PPE BEDDNG: SELECT DOWON FILL CWACTED TO M OF THE YWYN DIEM AS PER MSNTO T-In 2. TRENCH BMILL• 01" RL CDWACTCD TO 95% a THE VAOIRN DENSITY AS PER MEMO T-IED 3, PPE BEDDING UR12N0 SELECT CUM FILL OR BEDDING ROD( N VCODRD%M RRH TYPE A BEDDING AND TRENC rNG DEUY WY BE NE""' AS DOECTED AN' TEE COY. 4. (+) 15' W. FOR PPE DAVDFR LESS THAN 24'. AND 24' YAX FOR PFE M ETER 24* AND L&%M 5. EATER SW NOT BE PERINIED IN TIC TRDKH NIYIG CONSIRLCTON. 6. ALL PPE To BE INSTALLED S11H BELL FACING IPSTREW TO THE DIRECTION OF THE FLAT'. 7. F9ER TO SECTION 325 Of THE WMNL FOR SHEETING AND BWNNG N EXCAVATORS 8. FWL RESTWTIN N IFROVED AffAS SHALL BE N COIPIVNCE WITH ALL N RICORE REGUAONS Of GWERNr1G ILER'ES StWACE RESIORATICH ARWI DIY OF OCOEE fW-OF-TINY DOLL COINT WIN KOXISIOD OF WIT -OF -WAY LIRTIATON PEOAATONS AND C1TY dF OCOEE LITLITES DEPARTMENT ROID W16ERUCOON SPECPICATM TYPE B BEDDING AND TRENCHING DETAIL rose Pan � rs��a°�" Dm..mm S tmM�+w.or+T/.s>dra t. ��a�dymwrt Heber. 2 0rre rowaaxmvaer"=enm=laadr.rwt.gb vaaee b Fe dr d m b,rAaea+n bl r.mt,vd..d r..*e e �red•=L� rbesa��Puw4d,«n�nwe,r+ vw.bW vra �t .�nvfawibNM DETAI ONY Dt GI:Vtt NO. CONSLIIUCTTON DETAILS UTfOfi Sny6 JarAYg GATE uar_20,6 SCALE: M Nare� •.� 6�i.sd�a:.,iaes�w..r�.rw Ir p.awse,vfaevWrl.M �WirOeeul vw"d. W�n.gei0wsgvp.rq Peed z E�ra�w.e,��pt�ea u�u. etli brae a�"mbev.n 1�d,`ar..:,ir.•aoo:.ristid::::ado ai`b" mbvmrl•rwntienemr,m. e r�.aawabu.e.+,usvb+amr+d- a vnbu..wbw.rs..a,mm DSFAL eu = yr w..« NO. CONSTRUCTON DETAIS ,� ,' UYf01 PIpeSNL9 vtl Ttrtl, - 5 Ilk- INm -A i HINNO —9 xoh_a ra. rbwu�abl�mvyc'Faw�m..u�i 'ot r�+v .. r�»y.�bweb mea•.awm+nr.rn rmwd.i., r...+r n.�urrs r.�c.a.. m0•u.r.evv.r.we.Cat CITY OFOCOEE CO,ISTRUCIgN DETAl3 UT112 Trxig the Imae>, DAIf Fa0. M16 Srwt c. Na DAVE SCHMITT COWReTORW-audTS' ENGINEERING, INC. Ilavebyslwf tihefie•A6a3s•"�Sr Wme y� htedba�T.I,x�, e6D�nY 12301 Lake Underhill Road Suite 2416�L°n Nav6 mLwed Neaa As-BIa 0tm o6Teve tlbmbb6hmt4ianm e;N tlylVlvnledge arnfal eWraq wnsnctea 7te stati>asedlsRe oesen60wsaNe mTsbrta. I _ ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization#27471 conYOmr 6gReN Nd Yzsd sq—ab" ° ww`m� 66at°ra Flanda Rv" Ev— PVCMDPE Re6rWr4 Too16 lhivn bvF �bF��.ReWirtl rh F"� ,e u sz 0e u ss u+a�a.r fo fo fo fo ,o w +e fn 10 +o Io f0 6nrtl�i T. AT & 61 96 +al xmr: u�m av�bd urem.e�e p+r rru.a�v.w+ra,a a ��nw6� rew mn P.,ed,.erabeeb Hbuv P.aua Ibv9 ��ss6ucsb.ws-dsa,=.I WN PpeYAWu3apsafm Rep,imwtTYM Nrde M iM SatrY �n3n� WINIe VM Hv1e VrL Knt Vva +,e,e DpJ Pdt. r r ,r R,Ornr6 fr z ,r zzr r ,r tr 91pi ,r z ,z +z s.,. r HEM —— � — — — — — — — � I r..,rw�wd•'�+.bu�raa�sre�e.sti•a..ve.en t..grv,,.vay.wa.,W 6r.an...y P�T�.edaiuuwd ntr wr+1m wa Nda.dw mvi b mtne, ew ,� ,��b P �dolV.us.a a� vv.:9 t+Y �vw•+v+a+ r...wrad..v+amrnrb v�.a ,wp�drtwMr dc..vu vW ewv.n�n�isyu ,ra vanO�+�a dpp urdr�tdaa a m�ifrva��a bwvbbewG vdeve{mbwu EE DETPR CITY OF OCOEE NO. CONSTRUCTION DETASS No. CONSTRVCIION OETARS I ', No. CONSTRIICTpN DErAAs UT101 R=sh-aneE Bye Tads UT114 C"Ilty fembe lrt„0 P SeRI—Tv GATE Jm2OI6 SCALE Na - DATE A1.201I SCALE: Na - OATS Fe62018 SLIP. Na fa=p[t Rn{ T =.nwve aq.: .• �d.D.dL � M, T,d�,�«r3emn, �•;Xay.\ .,y\y.y.,, .c 'r;<: i,7 `;�<:4`%�`�:�\\ ., fo�.,,�D w..0m.nbx . — v ' i,:?"wm' ;•i' >'i; vi;S Pr✓.v P,.nf� M 0.d EC 6r.dd.ewe..r.Nradrwm«a,>t-oe.b J" � � �\ aM� r+�dew r-.�.de.wn,,,�•rvt z tm�+pdbw bew�a s.�a neo�.�i>,..vma.w.ae. �j u,.mrnbm�v.�br+�wrs�-nlratavarmwe. a Eg61dr.1vaa.bwb.aar.bad®w,b F+n RtFl � �*��\��:\��\i.:' a�wfiw��we.. wtld�ro,eb�mmaed.tb br.e.vN+a•r'arrrvre Mr.".wn.vavdw w. wn � •_ � i\, � \ ur,er�iavadbv. re/. �y.wdelw-.d�emeawe�dpb M16S haiv,W Eva,uwf Yew ��vAAertOiuw.�wdevvOhiobt andvd�nN+✓wtenmrere.ndmnnwdb+ ,. �ismre,ebob. a.eesa Vur.,=a.weN pP6non ver "a�esee�vma�-a �o�4�artwu�mv =e� d a. b.ert3+eu.ev. vyA=ram Ww• W-tsJavnsarw6�sw M1cevenldvbw.am N �� 1sV.bW wee baebe.>ebe" ewnb N u r. Rew-Ree pw.ae«,Rm®..wu a Oh d�D.a�rae�iefvSV=/EaNf Cvrwsn• �sldbfe plevsee mwetbbMe-eutntivtan a mvwbvm,nrrdwbrd3ml P.SrA b,v DELNL CITY OF OCOEE OETAL CffV OF OCOEE DEFAL CT'OFOCOEE iq. CONs1RUCTWN OETAAS NO. LONSDLUC1lON DETAeS NO. CONSTRUCTION DETALS Ui102 NA01 OpenCu=- UT106 f4pa LOadg CanWArNaM Ercaswed F{er310 Pewmat Reyau,oeN Vhe DATE: —.16 SGlE: n OATS PPi 2016 SCALE n DATE Fe0.2016 SCALE n REVISIONS DAVAREG. MITT IMEI OCOEE TRENCHING DETAILS J DATE BY DESCRIPTION FLORIDA REG. NUMBER 48274 THE PARK AT 429 OCOEE, FLORIDA A DATE: OCTOBER 2016 PROJECT NO.: CP2 DRAWN BY: CPN CHECKED BY: DMS CAST-IRON HUB WITH INTERCRATED LIFTING HOOKS 4' GREEN VENT WNH BRWZE BUG SCREEN FERNCO BOOT FIBERGLASS VALVE BOX FOR GRADING SEE 40'z30'z 24" DEEP WITH HATCH GRADING SHEET. MATCH �E STAINLESS BRACKET STEEL WICK CONNECT -PLUG VALVE INTO EXISTING GRADE }•56 tAE0LT PRESSURE CAGE 2-3 (2-) FIELD INSTALLED }•ab555 TUBE(ROERAtx) KNOCKWTS FOR ELECTPoCAL CONDUIT FErTDER was+ERs wsrauz-}•ss. runs. wav FnnsaroeaTs ESTRAIN TS E TRAIN nevct0ocirGAVrs FROM VAULT RU ALUMINUM ACCESS HATCH k O 45' FITTINGS LOCKABLE COVER MTA 2 5'-316SS. TILE T 1--i"�'11 O—L-Q..1/ SI ` `4' FORCEMNN Lax wavER BERcxn55 W£TWELL PUMP LEADS E RACK NO GRATER THAN 2' PVC DRAIN LINE }•ssPurE 5'PSEPARATION FIBERGLASS INVERT, SLOPE S.S. HINGE STAINLESS STEEL TO DRAIN AVTERFERACK-ED LIFTING CABLE 2' PLUG VALVE IxrnGUTa.DM°wraG naTEs ;xTxr•ss. r-TarewsaOro _ rOBEFORMa TDUFT a Y CHECK VALVE sra wxwALL 2' SCHEDULE 60 PVC O SLIDE RAILS 1.5' SCHEDULE 40 304 SS. PIPE 6 I4E1T7'ELL 24 VOLT FLOAT LlOUO O O O ' LEVEL. CONTROLS (TYP) PUMP DISCHARGE SEALING FLANGE VQ7T N5TAt1J'X5•-31655 12' T(R3fAAR PIPE$Ii3AMTRAIX I 6'z6' INTEGRAL FIBERGLASS PVC DISCHARGE iRVTECTFtClNER INVERT EMERGENCY 2' WICK CONNECT MClRlPBL01WPVeiNc FLOAT TAB ' v' ADLUSTASLES.SEND E OVE%AFF9�GMADF JXSSS AkKI/f1AGYAA It£LDEDAt1 TIE WAYANL9.D Y. RLaEAIArIQYSnEro. }•JI65S OBOLTS HIMH RACI6TOBEMOfM1®M1M}' sEASD axixvvrslcTTs. sFT:R wsAADINOgG LL CONCRETE COLLAR wavERfrlfl BASE ASE S.S. PIPE SUPPORTRACK DETAIL AROUND S. LIFT STATION PLAN W.ND wm SPA ww RAQ4ro6EACGREATERMANS Eova- EawLvsPACETDPaveoTTcw BAR AROUNDBA BASE LIFT STATION SECTION PUMP PERFORMANCE CURVE xylem MP 3102 HT 3- 267 �• y� PMormance curve Pump Motar ��Fl�roeOmea+lg cN 41I01610tLL-W EfO V1IvaE OA6 trPeaxaarab 5Y. el waaN �� OAt soaan :eov aspa. asn«y ., vitow eux P.ae sa-v ero vatwe eux A >a twe Aux was ewtl asps se, 0 10 20 >D e0 maw— e,yr,a 0 f0 OnniYe ]0 a wye �twpe0 14Tmepcl 1 m t0 to wo ILxPPas 1 TO w W I. sag- - c.a.am I�.,.x,. avmm 71GLASS VALVE BOX (LOCABLE) PRESSURE GAUGE TRANSMISSION MAIN APPLICATION OF—NDARDS ROTTS: 1. The City of Oro. Mimr Lift Station Stvduds ,u pmsided fr uu by the City or other parties "hem said lift station sh It Ix dediwed to end mmnmimd by the City of Ocoee Utilitiu Lkpan nl 2. 'The uu of the mimr lift smfi- shill be limited in snipe end shallmgoim-ineaapp—l. Appm,el mWI be at the City, uk dixmd- 3. The City owns then LAws and details Any ¢ - end/or madiLwim of plw aft pmhibimd unless -in- p.snission is ezpesmy granted by the City. 4. Umr of then deMili sp.ificmolu shAl hold the City and its ,gems ba l-i for any uu of then dHeils'sp«ificetiens Any dixmpsmies -conk. found bl. euthotaed uw, of the pines shill be iediwedtothecityionTifiM hf mega. 5. Theu d—I, ertereilaWef th, City in CAD 15 et 11h.e design. may elect. —day hydraulic dixherge,yM . conditions (cunsl orer-performaece tune" graph to det.miM gAem openuvg conditions Desgn. should ulta ben impeller erd the ityl—,tmfertnny oro n—nnimpocllar. Dmu,cth, City mq giv, 1be,o= f,b, mkled using of the Citys hydnulie model DAVE SCHMITT coNiw.CTOR'Asat><is REVISIONS DAVE M. RIDARE CHMITT .NUMB FLORIDAREG.NUMBER LIFT STATION DETAILS PROJECT NO.: CP2 DATE BY DESCRIPTION DATE BY DESCRIPTION ENGINEERING INC. lh��%�ftw-As �w—f Wmbyfa�a tsWbebwAmaaamwnae�" 48274 DRAWN BY: CPN � 12301 Lake Underhill Road 8ude 241 eaea O'pOv-bnce'e`ie"ad ow,e' sbmWandbaleva+ne"'f ben°'mr+a"m"�'t`ry k'rr"tedse a"eat ,.,azn�yo„u,,,ped.��y-,�,yn,,,�n oe,enau aE,n —bamn. THE PARK A T 429 CHECKED BY: DMS _ ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 cono-aaor Enft— OCOEE, FLORIDA SCALE: NITS CerfificafionofAuthonza8on#27471 Na.�dn D� D>e ra�ds�aaFlo�R �F> .• SHEET: 27 OF 28 DNPLO R BPRETDL PANEL 0 rt 2. ATetrtaalmxfd sera scar xn s®'1 A CaP A'2te KralaP iPNw^m�m b3we rK M 4. b rt fp:a9 anes4rdsvSdiG + 1. NAN uOR � �� CiREPAR i x iE I� me e • • NQttT m m RESET e: STAfOER O O �MDIET m-ASB DUPLEX CONTROL PANEL ENCLOSURE DEAD FROtfT LAYOUT laff.1. BOX WE SHU BE A 1LADR111 O 301f X 30-H X 10b OR AS APPROAD BY THE q1Y. 2 FOR STATIONS WITH POLLS aATm 20 IP OR GREATER, CUTER BOX SQE SW21 BE YlDEND 'I % 4IT1 % 12b AVD SW41 H41E 2 UICHES qN 11E 3. SHU BE REVISED FOR STAR G mint PLPS Ram GREATER "AH 47 IP A)U 511BYTfim TO THE Ctt M AFPROIAL 4. MAX EOJP1ENf FOR SOA% WNTROL COMLCTIONL B. AWN IRO. HDRH SiLEN."E BURAk0 GENCIATOR FECEPDLTE ARE FOR MSUr1 PURPOSES ONLY. ENO LOUIIOII TO DEIERI BY CTY 6. THE OUIFR DOOR SH LL iL1WE A 3-FM8 LATCH NII SEAMLESS STEEL DOOR HSRrAE AS MVA.F/CILFED BY IIORltlq OR PPPRO/FD 7. Wf�i WIDR To RETAIL Ran SADA COORO. Box rOLACm SLI SUE NHTROL PMx1 I� JRSS 24• r 24• x 10' SDMESS STEEL. DLlOSTRRE. COMPONENT LEGEND 240 DFTSTATION CONTROL PANEL INSTALLATION DETAIL I. � 6 AGTN TOR 2/0 VOLT POWER S Y. 2 Poll RIPPLY SWd1 BE vNDFRI;WW ON THE Lill STAIIOH SITE Nil SHN1 BE 3 PHASE FROM A 3 PdASE SOURCE OILY. J. /11 MTONG BEa"O" "Da" L CWM S BE CUIh1piK 4. CONTROLPNEL SHNh L BE AV4-FlbLE SW.lESS S EEL a _ AVdRM BELL F5 _ FIRM STICH PM _ PHASE MONITOR ACFL _ AIR COMPRESSOR FAIL LIGHT ACR _ AlR COMPRESSOR RESET FTS _ FLOAT TEST swirl PS _ I'llRE SNTCH GFDR _ GROUND FNLT DllPLF3( RECEPTACLE R _ RELAY ALTS _ AIR COMPRESSOR TERMINAL STRIP GNU _ EARTH GROUND ADR _ AUTO DIALER RECEPRGL GR _ G I`R RECEPTACLE RCS _ REMOTE TFI.E•IEIRY CIRCUIT BREAKER RL _ RUNHm LIGHT AIR _ HARM HORN AL _ NAR.M LIGHT HIA _ HIGH LEVEL NARM HLR _ HIGH IEYEL RESET R U _ REMOTE TELEMETRY UNIT SO _ SNGLE CMPCf10R ALT _ ALTERNUOR ALrS _ ALTERNATOR MADE SNITCH HOA _ HND-0FF-4WO SELECTOR SIRCH SOR _ STATION D64HLE RELAY 6R _ NIRMSICAI.Y SAFE RELAY sm _ SMART MOTOR CONDiOLER ASS _ ALRM SILENCE BURGH AM _ ALTERHATOR TEST SMRtH LA _ LKHRANQ ARRESTOR UR _ low LEVEL RESET SPM _ SINGLE PHASE MODULE SS _ SAFLTY SMRCH AV _ AIR yER CCB _ CONTROL CIRCUIT BREAKER LTB _ LAIP TEST BUITON MB _ MOTOR BREAKER MI. _ SOLD -SPATE OIE LO D T _ TFRNPML CT _ CURRENT TF.VISFORMER CVLS _ CHECK VALVE LOW SWITCH MC _ MN,CAS MC B _ I&UH CIRCUIT BREAKER TB _ TERMINAL BLOCK TD _ 71 E DELAY DPDT _ DOIE-POIE, DO BLUBLE-THfOfI MD _ Poll DETECTOR TDODE _ TIME Y` ON DE -ENERGIZE ME TIME DELAY ON ENERGIZE DR _ USABLE RELAY DO _ DUPUX RECEPTACLE BREAKER 16 _ MOTOR ITTFR NC _ NORMALLY CLOSED _ TOR _ DME DELAY RELAY DS _ DOOR SWITCH ECB _ EMERGENCY CIRCUIT BREAKER No _ NORMALLY OPEN OL _ OYERLLYD TL _ TROUBLE UGHT TLS _ TROUBLE UGLR stem" EIY EVPSm DME METER F _ FU PGLI _ PUMP CONTROL UNIT PFL _ PUMP FAA LIGHT TPOT _ TRIPLE -POLE. DWBIE-IN" TTS _ THORM& TERM DML STRIP al _ RUSE BLOCK FL _ RASHER FR _ ROAR R Ce"'CR P17 _ PUMP FAIL TIMER PL _ PLOT LIGHT pOU _ POWER ON LIGHT XI'MR _ TWVSFDPIIEt GENERALOTEEE' I. The -plate Lift Station shall be a 'H-20 LP Pre -Fob Lift Station, including Mo FLYGT M-3D68 Pumps'. LWetwell hell be of reinforced polywaler fiberglass moled,l with a load rating of H-20, and must Include idmtiacatlon of ASTM cw,tifie.tiom and acrid tracking number on stmob,". 51rvclurs, including all. lop and floor thkkness must be designed and certified by a Florida Lkens¢d Profa.i nal Engineer. 3. Pump shill be capable of passing 2" eOfde. 4. Val- w"lI ond hatch shall be sized to permit easy remowl of check valve wind, with mlai om dearonces as sham for 6- tllomeler pipe.S. Vdre wall shall hove sealed floor drain to wetweil. Drain shill be equlpped with P-trap. Nhodble cooping shall be flazble tyye. ].Pressure gouges shall be stainless stew with stainless steel diaphragms and 4.5- diameter dial, ond shall be calibrated In feet of water with a range of 0 to 150 feet. Gauge hall also include stainless slew petcock ,In. 6. Wetwell cables shall be located on same side as control pan'. 9. LIft Statkn site shall be graded to proNde positive conveyance for wetw'1 and wive box. Graded areas within the Lift Station shall be sit btnzed with minirnum 3" rock 10�vering and men with wed fabric. NI exposed tat d/or fillings not et ial- steel shall be coated with shrink seal. II. Forcemafn shall be tested at the greater of two times the maxmum operating Pressure or 1. psi for two continuous hours, with no water loss greater than, the folloning: L = (Hl f0T fPTS 370D L = allowable loss In gallons per 2 hours N = umber of pints in section tested D = Nominal Pipe Diameter in' h,. P = Average test pressure maintained during the leakage in psi For Too psf L= O.DO720 NO 12 upon completion of station, before final accepton... a contractor shall schedule a startup of the station. A factory representallve of the station shall be present to verify mechanical and dectricd operation. in addition, atotim operation shall be verified, including pumping ratty ond operalfng pressures. 13. Shop dranings for pumps. piping, wives fittings, welwell, covers, manholes, and electrical equipment are required to be submitted to and oppmved by the Utiitles Deportment Prior to conetraction. 14. In the event that the Oft Station is to serve more than a angle property or building, the station shill also include a reinforced polyester fiberglass material manhole. FI FCTRICAL NOTES: 13. Control Panel shall be stainless stew duplex panel and assembled by a TUV (UL508 Certified) monufaclurng facility. 16. Enclosure shall be HEMA 4X, Min %' high, 30" wide and 10" deep fiberglass with pod -lockable draw lotches 1]. The enclosure shall hove external mounting feet to allow for wall mounts g. All hardnare shall be stainless stew. 1e. Stator wndng shill be open type with Gass F insulation and shall be heat-shrnk filled into the stator housing The use of pins, bolls or other fastening devices shill not be acceptable. 19. A heal sensor thermostat shill be attached to the lop ehd of the moles winding and shill be connected fn series with the magnetic contactor call in the control panty to stop motor if winding temperature exceeds 140 C., but shall automalkally reset when winding temperature returns to normal. 20. Two in lot sen or thermostats shall be used an three phase otors. 21. The following components shall be mounted through the ahel- a with water light sad: one (1) Alarm Beacon (Light) one (1) Alarm Ham one (1) Generator Receptacle w/ weatherproof Pine National JRE -4100 cover one (i) Alann Sience Pushbuttan u The back pone" shall be fabricated fm ro0.125, 5052-h32 mahe May .1-num. NI components shall be mounted by machined stainless steel screws. .1. The inn -do, shill be fabriooled from 0.080, 5052-1,32 moon, allay aluminum. 24. The following components shall be mounted to back ponel: two (two) Square D 1.1 '0" Motor Contactors one (1) vat Monitor (single phone) Phase Monflor (three phase) MPE-001-240-118 or wood one (1) contra Tr ... f-ez (4WD Volts only) ane (1) Silence Relay one (1) Doplex Altemator, MPE-008-120-135p or equal Iwenty (20) Terminal, for Motor Gooneauonw (single Phase only) six (6) Terminal. for Motor Connection. three (3) Groundng Lugs 25. The Inner -door shall be fabrkated from 0.080, 5D52-H32 marine alloy aluminum and have canlnueus aluminum piano hinge. 26. The following componmt, shad be mounted through the inner -door. one (1) Squaw D Main Circuit Breaker one (i) Sq.. D Emergency C'rcuil Breaker one (1) Mechanical! Interlock for Emergency and Man Breaker two (2) Short Circuit Protectors ane (1) Saoore D breaker ponel mounted Control Circuit Breaker two (2) Seal Faiure Indicator Light. one (1) Square D H-C-A (hand -off -onto) Selector Switch two (2) Pump Run Plot Lights one (1) Power on Plot Light two (2) Redngton ETM 710-0002 3- or equal Elapse lame Meters (Nan -Reachable) one (1) GFl Duplex Convenience OuL., 27. Component Specifications a)AII circuit breakare shall be molded thermal magnetic. b)The mechanical Interlock shill prevent the normal and emergency, man breakers from being energized at the some tine. .)The emergency generator receptacle shill be supplied In accordance with FDEP standards. The generator receptacle shall be ada,u.tely sized to meet the equipment operating conditions. d)AII mrt otor shocircuit Protection d,Aces most proNde far under -voltage release and class 10 ovadood protection on all three phases. Visible trip Indkatkn, test. and et capobWty most be provided for without opening the door. ,)Open from., across the line, contactors shall be rated per IEC stondards and properly sized per the motor requirements. Contactors shall provide for safe touch power tl control lazmnola O LIghtnng Arestor shall meet or exceed the mafolremenls of ANSI/IEE six. C62.21-1984 ...flan 8.6.1 ond 8.7.3 shall be supplied by Nectrician and mounted on the bottom side of the switch disconnect ahead of the pump control panel. 21A voltage monitor shall be supplled for angle phase sink.. h)A phase monitor shall be supplied far three (3) phase service. i) A green plot light shall be applied for ...h motor. The pilot light shall ii l umnaix each time the motor is called to rvn. i1 Each pump shall hove an Elap.e Time Meter to record the occumuloted on lima The ETM shill be 2diameter non-resettable, six digit, totally encapsulated unit. LA red plot light shall be supplied for control poser. The plot light shall Illuminate when the control power is owiable inside the .antral panel. I)Relays shall be ire cube plug In type. Relay contacts shall be rate 10 amps minimum. DPDT. m)Twenty (20) tmninols shag be supplied for field connections. The temninds shall be rated 25 amps mirl .)Each motors overt snperature contact shall be connected to the terminal strip and shill open a contact to di -energize the oppropHem ate motor upon a high tperature within the motor. o)A 15 amp ground GFl duplex receptacle shall be supplied and mounted on the Inner -door. "Cround sti lugs shall be supplied and app,opriotely ed for each motor and for s,Wce entrance. R)Nane ens. for the inner -door and bark ponal shdl be of a graphic design, speciflodly depicting the ntenl for each device. 29. Miscellaneous r)An wiring on the back -Panty shill be conlalned within the wirn9 duct. ,)All caking beineen the inner -door ond the back -pan. chill be contaned With In a plastic spiral wrap. O Earh tyke shill hove a tyke number at each end to correspond to the as built dm,ng for field troubleshooting. .)Provide and melon foor (4) rota -float, dlrect acting float switches. Three sensors stroll be far pump operation and the fourth for high ter. alarm. v)Th. Installer of the liftsotion shall c-dnole with and establish power sopply from power company. N. Fasteners and Appurtenances x)All fostmers, lifting cables, Hoot cable bracket, hinges, and appurtenances shall be made of AIR 304SS.. x)A 304SS slide/latch assembly shall be provided for holding the doors open on the net,ell and calve box. y)Rlde r0, shall be mode of Sch. 40 AIR 304 SS. 4Pump lifting cables ond bales shall be made of AIR 304 S5. 30. Voltage reference to 230V and 240V shall be nterchongeable. 31. The use of transformers to step up ar down rdlag, is prohibited. DAVE SCHMITT coNrw.croR^As-Boars^ DATE BY REVISIONS DESCRIPTION DATE BY DESCRIPTION HMITT DAVE M. RIDARE .NUMB FLORIDA REG. NUMBER LIFT STATION DETAILS PROJECT NO.: CP2 ENGINEERING INC. -shy ana,�e a'^�B a^wera um adameb »m aaaf�.�bda.Laenamw ,end m, 48274 DRAWN BY: CPN 12301 Lake Underhill Road Suite 241 dr?<t aupervsbn hTra rmlened lne.e•A.aaa•am helere me.mal>ancanpLan®wrn my kna„<'a9adwnal win. aar�lr rnr�l�Rad.T>B araxn,emtsba.ee avan sAe onsaraaa�dap r om THE PARKA 4 CHECKED BY: DMS _ OR ANDO,Under FL32828 407-207-9088 FAX 407-207-9089 Canreda Erg'neer OCOEE, FLORIDA SCALE: NTS Certification of Authorization#27471 Nolrafdmr9vxAMesgnalureardtlreoiigneiraised sealdaFlorida RegsteredErg'vmzer. D1_00_17 AAIIJ RF\/ICFrTPFRf:ITVf:nMMFNTC ., SHEET: 27AOF28 t I '" srncx INunxATlRe pSNxOxws •' EAI Zz SUMMARY OF GEONEJERIC �OUINENEHIS FOR TURNOUTS �•�•, ��pM~MN� pj�5 - � OESI6N STANDARDS 'fORNO1TfB 315 1d) It ��.��••�..-.....,.,......,� t / /�/ � f xNxT PAnERx NxE EEpxnNN)ED isw..e»wraa,+..r... vnOn HIVE oR ea. as N. iNss Txw wl ` .vw-.aa.�.. r.ueav <.e.ur,..a. .. �...,...-n..n. ..r..r,»...a+„«n.r.u•r.a ..+a. URBAN FIMED )URxOUTs "'••^""^"•"��_"`^^- ^,+.�...�.- 30N nrRNovrs e" DESIGN nNIDN105 313 2dT 1 t _ s EpNxEYIN i Tw xpRRE c0A'xEtE,prs ,vim rm MI6 i� DESIGN STANDMOS iCAfOVT SIS bd) GAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 _ ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 CONTRACTOR •ASAULTS• .. ---------- v ------------ ----------- -------------------- Sig 54 m Y MI6 TWI4LANR, TW'U-WAY, n u� DESIGN SJANOMOs WORK WITHIN THE TMVEL WAY 603 1d3 • e „--,..,-.-- f P D.Slwl-.ENw.NE EDI.N / ND,.,E nN. SET -- TENPORMT RAISED WNBIE STRIPS i T. IWIER vACE ExiExNtAR NxEx NpRx AREA ExcRDACRFS px TxE cExEENIxE SPECIAL CONOTFIONS , TWownr, .3 n' DESIGN STANOMDS WORK REif3L\i THB 111A\'SL WAY 603 3pf3 y, J..� nn6-6 NNwIRTM EuccE. AssInR6TE DErNEs xorEs . o0 00 N } NnxDD) -, A<b x TE,scER AUTOMATED I—— ASSISTANCE DEVICES fATAD51 a'r 1pN TW6LANS, IN•PWAT• „u rn �� DESIGN STANOMOS WORK P'l1Hl`I THC TRAVEL WAY 603 3pf 3 I hmb/ slate that Orese'ASA,Rs-nere fu IWJ bme b/ the ox4actw FsW beb,. 1, ww wVin/ee wcW my dreg SupttrSM tWve rerk\Red theEe•As-&rE•andberere thembbe nDOR�Pra'K n�mT k,—$. edO t WBs BcaeN aruWq tl.Tb"s staeme,as bases upoD sreoa,enb fft ,. Ew— NDIrai6nArRR the syrehueaM B,e oigiW aEed sealda Fkr Reysf WE4-'—. 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 COUNT'Y/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 RESIDENTS/BUSINESSES AFFECTED BY CONSTRUCTION ACTIVITIES, ONE (1) 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 RETRO-REFLECTIVE 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 SO, THE CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAYS, BOARDWALKS AND/OR TEMPORARY CONCRETE SIDEWALKS. 18. 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. THI? 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 (T'CS) 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/CTI'Y MAY DISQUALIFY AND REMOVE FROM THE PROJECT 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 TO SOD ALL DISTURBED AREAS WITHIN RIW WITH BAHIA SOD. 29. ALL PA VEMENTAIARXINGSSFIAI.L BE THERMOPLASTIC WITH RPM' SAND WILL BEINSTALLED INACCORDANCE WITH 2O16 FOOTROAD WA Y AND TRAFFIC DESIGNSTANDARDSPER INDEX NO. 17346. 30. FORSIGNDETAILS, REFERTO THESTANDARDHIGHTVAYSIGNfPUBLISHED BY THE U.S. DEPTRRMIENT OF TRANSPORTATION, FEDERALHIGHWAY ADMINISTRATIONLATESTEDIT/ON, THEMANUAL OF UNIFORM TRAFFIC CONTROL DEVICES WU CD) 2009AND THEFDOTDESIGN STANDARDS 2016 GAVEE M... MTTUM. NUMBER I MAINTENANCE OF TRAFFIC EG. FLORIDA RPROJECTNO.: 48274 THE PARK AT 429 DRAWN BY: CF CHECKED BY: OCOEE, FLORIDA ISCALE, ^D N