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Home My WebLink AboutItem 07 Approval of the Utility Easement Agreement for Ocoee Corners DevelopmentMeeting Date: December 5, 2023 Item #: 7 Contact Name: Martrivus Keaton Department Director: Michael Rumer Contact Number: Ext. 1088 City Manager: Robert Frank Background Summary: The City's existing 8" water main (from Maguire Rd) was extended to provide Double O's with water service for potable water and irrigation. The existing 10'x15' utility easement is proposed to be extended to an 18' x 20' utility easement. During construction, the Contractor removed the existing blow -off assembly and installed 6 linear feet of ductile iron water main with an 8" x 2" tapping saddle and 2" gate valve for a 1.5" irrigation meter assembly, an 8" x 1" tapping saddle and 1" corp stop for a 1" domestic meter assembly, and an 8" gate valve with a 2' blow -off. The City will own this easement. Issue: Should the Honorable Mayor and City Commissioners accept the Utility Easement as provided by Ocoee Corners Development? Recommendations: Staff recommends the Honorable Mayor and City Commissioners approve and authorize the Mayor to execute the Utility Easement for the Ocoee Corners development. Attachments: 1. Utilities Easement - Ocoee Corners 2. Double O's Utility Plan with easement expansion Financial Impacts: There are no financial impacts to the City in accepting this Utility easement. Type of Item: Consent City of Ocoee - 1 N. Bluford Avenue - Ocoee, Florida 34761 Phone: 40 900 www.ocoee.org Page 75 of 593 JASON G. WILLIAMS, ESQUIRE SHUTTS & BOWEN LLP 300 S. ORANGE AVENUE. SUITE 1641 ORLANDO, FLORIDA 3280 1 UTILITIES EASEMENT THIS UTILITIES EASEMENT (the "Easement") is made this 4h day of Al 2023, by OCOEE CORNERS, LLC, a Florida limited liabi me.m&r ompany, having a mailing address of 14422 Shoreside Way, Suite 130, Winter Garden, Florida 34787 ("GRANTOR"), in favor of CITY OF OCOEE, a Florida municipal corporation, whose address is I North Bluford Avenue, Ocoee, Florida 34761 ("GRANTEE"). WITNESSETH: Page 76 of 593 GRANTOR's successors or assigns, provided GRANTEE does not expand its use of the Easement beyond the Easement Area. IN WITNESS WHEREOF, GRANTOR has caused this Easement to be executed in its name on the day and year first above written. 51 liability company By: Maguire 50 West, LLC, a Florida limited liability company, its Manager By: Kendall 111. Kopp, President Date: - - --------- - ------------------ The foregoing instrument was acknowledged before me by means of 2 physical presence or El Pe notarization, this day of 2023 by -Sf"+T-�L I-EA.-'04LL 414 — PP as MW-Ardof Maguire 50 West, LLC, a Florida limited liability company, as Manager of OCOEE CORNERS, LLC, a Florida limited liability company, on behalf of said company. He Z is personally known to me or 0 has produced as identification. ORLDOCS 20937756 2 Page 77 of 593 IN WITNESS WHEREOF, GRANTEE has caused this Easement to be executed in its name on the day and year first above written. CITY OF OCOEE, a Florida municipal corporation By - Rusty Johnson, Mayor Melanie Sibbitt, City Clerk FOR USE AND RELIANCE ONLY BY APPROVED BY THE OCOEE CITY THE CITY OF OCOEE, FLORIDA; COMISSION AT A METTING HELD ON APPROVED AS TO FORM AND 2023 UNDER LEGALITY this — day of AGENDA ITEM NO. — 2023 In I HEREBY CERTIFY that on this day, before me, an office duly authorized in the State and County aforesaid to take acknowledgments, personally appeared Rusty Johnson and Melanii-o Sibbitt, well known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCEE, a Florida municipal corporation, and that they severally acknowledged executing the same freely and voluntarily under authority duly vested in them by said municipality. They are personally known to me. WITNESS my hand and official seal in the County and State last aforesaid this _ day of , 2023 .i� Neu 11MV My Commission Expires.: _ �M Page 78 of 593 EXHIBIT "A" r # Notes 1. THIS IS NOT A BOUNDARY SURi Y vim Legend and Abbreviations R/W — denotes Right of Way Pg— denotes page denotes Bonding is — denotes change of directj Benchmark , & Mapping, Aql� Certificate of Authorization Number — LB 7874 Post OfficeB 0= 3110 Red Fox Run, Kissimmee, norldo 34746 674,85 US ,« Ocoee Comers, Prepared iBy, Billy #:. Professional Surveyor and Mapper Page 79 of 593 State Road SO (Colonial Drive) R/W width varies per F'00T R/W Map Section # 75050 -T North lime of the Northeast 1/4 of Section 30, Township 22 South, Range 26 East fq South R/W line p car C,R, 9191, Pg. 321 Want R/W line W C"s en Point of Beginningg., t Benchmark Surveying Mapping, i L0 Certificate of Authorization Number — LB 7874 Post Office Cox 771065. VAnter Carders, Florida 347 —1065 110 Red Fox Roan, Kissimmee, Florida 34746 ( 7) 6 —61R3 w www.benchmarksurveyingandmapping.com Page 5 of 5 NortheastPoint of Commencernel Northeast 1/4 of Section , Tewnshlp 22 South, Range 28 East East line of the Northeast 1/4 of Section 30, Township 22 South, Range 28 East C) a to T a 67+.5 UE ProJect 09/28/2023 Date E 1=30 Page 80 of 593 FUTURE �m�� 2 /\ ° x EXISTING O PVC \-1:71STIAG FIRE HYDRANT ASSEMBLY of A GREASE INTERCEPTOR (REFER TO PLUMBING PLANS FOR DETAILS) Al EXISTING 8" PVC A Al EXISTING SANITARY MANHOLE TOP = 126.00(EXISTING) | �l�'�, � ��`P��lC7�'�� FLOW CALCULATIONS: BASIS: NFPA 1, 2018. CHAPTER 18 CONSTRUCTION TYPE( TYPE V—B (FL BLDG. CODE) | FIRE AREA: 640 SF | MIN. REQUIRED FIRE FLOW: 1'500 GPM � SPRINKLER CREDIT: NO THEREFORE MIN. REQUIRED FIRE FLOW = 1,500 GPM TOTAL HYDRANTS REQUIRED: 1 (WITHIN 250 FT OF BUILDING) EXISTING HYDRANTS: 1 (WITHIN 250 FT OF BUILDING) UTILITY NOTES. | 1. ALL WATER & WASTEWATER MAIN MATERIALS AND APPURTENANCES SHALL CONFORM TO AND � SHALL BE INSTALLED, TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE STANDARDS � OF THE CITY OF OCOEE UTILITIES AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 2. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER., —WASTEWATER OR STORMWATER FORCE MANS.,— AND RECLAIMED WATER PIPELINES,,— AND ON —SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS, A. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE /3\ | FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OF / PROPOSED STORM SEWER, 3T0RWWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. � REGULATED UNDER PART U| OF CHAPTER 62-610, F.A.C. B. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN (10\ FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM —TYPE SANITARY SEWER. C. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN /10\ | FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY \ SEWER, WASTEWATER FORCE MAIN, DR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART U/ OF CHAPTER 62-010. F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE /3J FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX /6\ INCHES ABOVE THE TOP OF THE SEWER. | D. WATER MAINS SHALL BE LAID TO PROVIDE 4 HORIZONTAL DISTANCE OF AT LEAST TEN (10) FEET BETWEEN THE OUTSIDE OF THE WATER W/NN AND ALL PARTS OF ANY EXISTING OR � PROPOSED ON —SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM. VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER. WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. A. WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM —TYPE SANITARY SEWER UQ STORM SEWER SHALL BE LAID 5O THE OUTSIDE OF THE WATER MAIN IS AT LEAST � TWELVE /12\ INCHES ABOVE THE OUTSIDE OF THE OTHER PIPELINE. / B. WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STDRWWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID S0 THE OUTSIDE OF THE WATER MAIN IS AT LEAST TWELVE /12\ INCHES ABOVE THE OUTSIDE OF THE OTHER PIPELINE. C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS \ AND \ ABOVE, ONE FULL LENGTH � OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE S0 THE WATER | MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH � CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE /3\ FEET FROM ALL JOINTS IN VACUUM —TYPE SANITARY SEWERS, STORM SEWERS, 5TORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX / FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE —TYPE SANITARY SB0ERS, WASTEWATER FORCE MAINS, DR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART U| OF CHAPTER | 62-610 F.A.C. 3. ALL ON —SITE UTILITIES SHALL BE PRIVATELY OWNED AND WA|NTUNED, 4. CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE UTILITIES DEPARTMENT 48 BUSINESS HOURS PRIOR TO ANY UTILITIES CON3TRUCT|ON, 5. ALL UNDERGROUND FIRE MAINS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, 2007 EDITION, "STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR | APPURTENANCES [FAC h�A—�UOO5 (9\l � � . . ' . `�/�. 8. TAPS FOR � � �^ ' IN CONFORMANCE, WlTii THE CURRENT CITY OF OCOEE ENGINEERING MANUAL AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS. 8. ANY DEVIATION FROM THE CITY OF OCQEF ENGINEERING STANDARDS AND DETAILS MUST BE APPROVED IN WRITING PRIOR TO | 9. THIS PROJECT, INCLUDING LJCTON. SMALL INCORPORATE WATERSENSE PLUMBING FIXTURES AND ENERGY STAR APPLIANCES 10. THE MOSTSTRINGENT STANDARDS BETWEEN THE CITY OF'DCOEE AND STANDARDS SET FORTH IN THE NOTES SHALL BE FOLLOWED. \ 7C��!° | a��/��° CONNECT TO SANITARY SERVICE LINE AT INVERT 122.90. REFER TO PLUMBING PLANS FOR SANITARY SERVICE CONTINUATION. CONNECT TO GREASE LINE AT INVERT 122.89. REFER TO PLUMBING PLANS FOR GREASE | Y�� LINE CONTINUATION. PROPOSED 18'X20' UTILITY EASEMENT EXISTING 10'X15' UTILITY EASEMENT 9.33 REMOVE BLOW —OFF VALVE FROM EXISTING 8" GATE VALVE, EXTEND EXISTING /IRRIGATION METER INSTALL 8"X2" TAPPING SADDLE, 2" SQUARE NUT GATE VALVE AND EXTEND 2" BRASS PIPE UP. FOR 1 DOMESTIC METER, INSTALL 8"Xl" TAPPING SADDLE, 1" CORP STOP AND 1" POLY SERVICE, 8" DIP WATER MAIN MANIFOLD OUT OF EXISTING 8" GATE VALVE. FOR 1.5" GRAPHIC SCALE LU us 385 Douglas Avenue, Ste 2100 Altamonte Springs, FIL 32714 Telephone 407.478.8750 Facsimile 407^478'8749 c=uS,u=xxmaWeeks Civil Engineering, dn0ua|/0er=x0147000000 181c08o5[2*000*0427' cn=Se|uvsWeeks This item has been digitally � No 56991 signed and sealed by Selby aWeeks, pccmthe date adjacent unthe seaiPrinted 01, copies of this document are Xz nmconsidered signed and ' 0"A1_ sealedthe u "////UU\»` must ueverified onany electronic copies. 2023u5z8/2:50:40-04n0 Selby G.Weeks 56991 \\\\\IyI/ G. E IV STA7E OF C) �� ~� Page 81 of 593