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Item 13 Approval of the Utility Agreement with Concept Real Property Holdings, LLP, for the O2BKids Daycare Facility’s Sewer Service
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org STAFF REPORT Meeting Date: November 19, 2024 Item #: 13 Contact Name: TJ Tomlinson Department Director: Jen Bolling Contact Number: Ext. 4301 City Manager: Craig Shadrix Subject: Approval of the Utility Agreement with Concept Real Property Holdings, LLP, for the O2BKids Daycare Facility’s Sewer Service. (Acting Utilities Director Bolling) Background Summary: The O2BKids Development consists of an approximately 10,970 square foot child care facility and an approximately 6,000 square foot medical office building with associated parking, driveway, dumpster, and other infrastructure. The City has a 12-inch water main within the vicinity of the project to supply potable water service. At this time, no sewer service infrastructure was available for connection within the vicinity of the project. The South Bluford Streetscape Project is under design and will bring sewer service to parcels between Main Street and Geneva Street along Bluford Avenue. It will not start construction within the time frame of this development’s completion timeline to bring sewer to this development. The Utilities Department has worked on a Utility Agreement with the Developer of the O2BKids Daycare Facility to facilitate the connection to the City’s gravity system outside the South Bluford Streetscape project limits. This agreement will allow the Developer to construct a private force main in the City’s Right-of-Way and connect to a gravity sewer manhole approximately 750 feet away. Once the South Bluford Streetscape Project has made gravity sewer connection available to this Development, the Development will connect to gravity sewer as part of this agreement and will abandon the private force main on the City’s Right-of-Way. Issue: Should the Honorable Mayor and City Commissioners approve the Utility Agreement with Concept Real Property Holdings, LLP, for the O2BKids Daycare Facility’s Sewer Service? Recommendations: Staff recommends that the Honorable Mayor and City Commissioners approve the Utility Agreement with Concept Real Property, LLP. Attachments: 1. Executed Utility Agreement Financial Impacts: None City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Type of Item: Consent 0 x 121.2 221AO 1.7 53TAO 1 2 3 4 I q PROPERTY = LO "0 04 1+ Q rX 00 r r\ LINE p r 2" GREEN VENT EMERGENCY PUMP -OUT c as M a 122.1 Dt yj1\ r x FIBERGLASSSS VALVE BOX w/U1C1< CONNECT CPLG. i r AND CARBON FILTERX ` , (32 x 30 x 25 DEEP} 300 PSF ALUMINUM Ia y- r. X _\ s HATCH (LOC BLE} e 2" CHECK t: LO -U VALVE x 3 ®(2"} FIELD U r GATILLEVALVE (6 Go INSTALLED KNOCKOUT S s y° , FOR ELECTRICAL TOP 125.75' FIN GRADE : 00PARCELID: 20-22-28-0000-00-074 r2 ' CONDUITS °_c ro NCURRENTOWNER: MAIN STREET NORTH 2 LLC ' r , x e KET PLUG VALVE _ dINTEGRALLIFTINGLUGSclp x 122.1 9 j? d \ 2 F\ r\ r. 9r 1 v a, CAST-IRON CAULKING HUB 9 tis x x\ s \ / FRNCO BOOT ss m c, x Vo, y ° CABLE r- 2" PVC FM 14 6" INLET INir=111.70' SS (0m60 PSI) PRESSURE G r $ \ r 2" PVC DRAIN / SHUT-OFF VALVE110' M ("P-TRAP..) X. 121, POTABLE WATER MAiN g° INTEGRAL FIBERGLASS SLOPE 2'MIN. 2' CAST-IRON FLANGED xr 11910'LAG 2®' SCH.80 PVC PLUG VALVE 2" CAST-IRON (FLANGED CHECK VALVE r r \ 1P SLIDE RAILS 1.5" SCH.40 AIS1304SS PIPE s \ LEA x 122.5 >. - ° r \ \ CPT ... 1 , ' 4P v 115.70'OFFPUMP DISCHARGE SEALING FLANGE1 ..EGRAL PE 41 6 DROP INLET INV =114.20 CONCRETE ANTI -FLOAT BALLAST a d d xr a oo- BOTTOM 113.70' -r 'I.'. r \ \ Onacry \ p ep INTEGRAL T ° x u ` , 9 y .5° FISERSLOPE d ° \ \ \ NOTES: INSTALL PER MANUFACTURE SPECIFICATIONS o d \ x \ a ( 2) BARNES 2OGV (OR DESIGN OPERATION POINT = 25.9 GPM @ 23.7 FT HEAD APPROVED EQUAL) 2.0 HP, 3450 RPM, lb 3.5" IMPELLER 1 PHASE 208V x PUMPS SHALL OPERATE IN ALTERNATING PUMP OPERATION l!Al 1_i PRIVATE LIFT STATION SECTION VIEW122.0 22.3 a NTS x 122.5 0 \ 12 REFER TO SECTION; a dq \ \ /THIS SHEET SS C/O W/ PEDESTRIAN d \, . \ J 300 PSF ALUMINUM COVER w/ (LOCKABLE) HATCH o RATED COVER d \ \s \ ®\ fz _ ° FIBERGLASS VALVE BOX (LOCKABLE) TOP=126.27 ° s 1 12 X4' TAPPING } INV=I 19.24 a &°, \ \ ,' SADDLE AND 4," EMERGENCY PUMP -OUT x 121.5 e a ° ° d a \'. GATE VALVE wl GATE VALVE B a 47°-4„PVC @ 1.0% a -- eD - '' \ S.S. HINGES FIBERGLASS INETWELL x 121.5 x n o ," ° xr %c \ \ \ 12°°X8" TAPPING H-20 LOAD RATED 2"' SS (0-60 PSI) PRESSURE GAUGE 4 ° 123.0 \ , .1+ \ SADDLE AND W' l SHUT-OFF VALVEz" CAST-IRON a a ° x 122.4 ./ ( d ` \, ® '' GATE VALVE a PROPOSED BUILDING SS C/O W/ PEDESTRIAN \ a FLANGED VALVE a RATED COVER 4 e . c.\ O Zb , \ CHECK VALVE FEE=126.60 \ p,y9.o+ \ OQ - TRANSITION TO C7 2°° PVC FTOP=126.44 - - t <(. ! DIP WATER MAINS' 2" DRAIN LINE 1 U INV=1 19.71 PROPOSED GRADE=I26.47 r s a a r', \ -Al -Y. \ AFTER CROSSING 0 64 4"PVC (I.0% WATER SERVICE INV 120.29 ® d n '\ tx STORM SEWER 2" PLUG VALVE1, SS TOP_ 119.58 p \ " M \ VENT " " SITE BENCHMARK _ 2 z TEE rt l• a c y: 1231 SET 1/2" Rnx b ° SS \ '\ STAMPED OTRAV PTI 13 5075" " 7 '-4" PVC 1.0 - a p EL = (REFER TO SURVEY °B T l l 1 22.0 5 C C ° a \ \ ) 2 PVC DISCHARGE srt 111 °^ 2 CAST-IRON FLANGED t n PLUG VALVE d X a 75'-2" PE WATERe a 181'-2" PE WATER oolSERVICE (MiN. 36'° . d PRIVATE LIFT STATION PLAN VIEW SERVICE (MIN. 36" COVER) .° a 4 COVER) a x 123.5 Ffi \ James\ \ as s° \ NTS 4 N ? SS CIO W/ PEDESTRIAN 121.3 -n e RATED COVER 22" COMPRESSION TEE TOP=126.52 SS C/O INV=120.35 SS C/O 2 e° PE WATER SERVICE a \ TOP=126.53 X 122.7 TOP=125.65 e _ lNV 118.9 °° INU-121.90.PRIVATE r 3 2 GATE VALVE BOX rNTELIF'iSTIdT onr t a vt °r ."f£}i ir tni \ G. ` \ ( / s p 8 RED (POINT OF ER 'ICE) £ "f , A„1' yt, s " i r a } \ k3oa9 r 2IRRIGATION rMETER' r~ 16 4 PVC 7 4 . 5 PVC @ T,A/oZ R F EP FIR ;PRO EC N DE / .. E T S f t ,,, L \ a .ei. ,.,, > u. `.,.,. :. .. .r, .. <. r... < 1 A,. _rr° , , , C T'' OFENDOFI OC©EE MAINT r „toa. .l ^i . Si t .. T siart • EF R 2 PLU VALVE £i, R E TO' r 4 u Gr W g3JCVP T. ,.. 2 WATER ERo4METw \ EP FOR 1GL isaOTOP1225' x £ 6 £ D TY O x 121.5 x 121.7 um 0) c c u ar cO 2 r oz o u uz x z404 N z zipQ i2 z x J J t/1 u zZ0 n :.> CONTINUATION s t 1 r j \' z V \ s (EN OF CI F OCOEE MAINT.} °° G \ d' £a xr HDPE WATER MAINivG22C45ENDINV121. ? z G> a. tiU i 2 RPZBAC F PBACKFLOWREVENT R EG- .... ipst£ r„ s sk - 8 HDPE AT t.. NWATERMAINz dJ .. 1i,.. 23.0 -, I RIG .. a RA7"/ON SS Ct t i O r,. x. .. r. , z ,. 4 z t Di WATER MAIN v c2PEWATER ., ERSR £ SERVICEJTP126.25 . ti., t a " Q 4 a, . w Rat. 11i { yyam, .... t' C, . ,... s, aMIN. 36 CO VER i3V rV11. . ER N 240 , W ( s t r d y f) C .. t .. ,S a. r 8 DIP WATER MAIN z Ir 2 HE K VA a ., 5CCrzi , > t : "P f 4 it3NACREASEA , 50 CALGRASTRP a n , . ,. .. t BACKFLOw , r \ 2 2 RPZ W"PREVE £ NTER 1 ., t ,., } _. i .. 4.. ,. , .. r 1 t . 4. . S. Y.. ... .mow ., a. '. , O :, 1. . ,. .. <.. . .t w w w w 22 4PVC@1.0.% { ° . t t , r SS 4 2 . V r• t y 7 II f1 VY nti7 Y': ,.,. . 0000000 1 r REF TOIR I .., ti ERIRRIGATION34 .(' ea s U U t,l U U of , . > + .,.. U JU U z 1st43t . 4 } .,.. F, yy 'r i9 . t. f " TPT26.2 a ,, O 5 3 .. £: ,, s ..,, C'JQ OOOO PLANS FORCONTINUAt3PROTETIG?N z • 3 O +a FD (SEEFIR( z C S , . 3 1 1, ° + " a, , 4 M TE 4 taE1 . E , t, .erg N 2 15 t :., . , t v F A . 1 tiV3ri1 :. < a . i °I nu ... z 9sia ( FOR £ 11n 0000000 O Stt ,. DRAWINGS GSx s " , ,1 ti ..,, 4 X2 TAP . . ...E vPEDM CAP 1 1 - t 2 90 DECDEG ". E 5 ' a s BRASS BEN C 121.4 , . z w f 3 1uS. 1. V .... .. .... S.. ?Y : h. a 1 " . 3 z .1 . . t.. . a s4Wr• 1 L + § f Y §Y .. x .... C1 /} o o v iiA }' s i .t a 1 f7t.. z- g nS4. .. i. 1. " . i ., i § os ,r E WATER SERVICE Y s. a 2 0 .. .... l 2PEWATERs (% A / 1G ,, xPWATER2EWESERVICEw fi tV .r1 ? . h -4^ .. i... ! t f 11 S ' fi5. 0 £ 26 . \ . l IliN°! M M s S £ tV PV I SERVICEIN. £ \. SER CM36 1 'a { . t 4 ,.. .1. 4 1'V z MIN.. 36 COVE 4 l 3. R 4 L ," .. NN N CN PV iM r S. s. . 1 vv COVER) s5Dtrnt11I : , 8GATE VALVE AND BOX r c ,t r a a' fy1 s. s a 8 FiRELINE \ r. m (vhco t x ti , END F Cl OF OC®EE MAINT t t aCITY4 £ d. (DESIGNED BY OTHERS) 1 u EHERS3t33 . ,,. 0 e4 }f' L, t s. L r . m wt r t2t.77 . ., N SS O WPEDESTRIANy ., 1 t1i C \ 4i3 3 a t,. ua i r 4 x cc -coo i S u r vt 2610 ..a: ... 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REFER TO PLAN N ` `L a° \" s ViEW FOR FITTINGS r 5 \ ANDWATERMETER z ryh' 24. 0 PACKAGES n h eif , •y \\\ D 0 x121. 4 E ` 1 a l \ IR r s c ` Y d SECTION WM- UJM SCALE: I " = 20' HORIZ. 1 - 5 VERT . RI" j1P y 125 R1W w.._......._,,,_._.,,.................w,..__.__...,.,......__,.....,._.. w.....,........,.,.......__. , m.........,...... _.........__......... ._.,__..,.._._,_.._... _....______,......_._..,_ 125 X ROADWAY WM m . _.._ 4__ w ee STORM ® c>~ 120 w.._ .. ._ W_.,..m...... ......., .....,,.„..._...,.,... ... U WET TAP 45° BENDS- AND VALVE113 HOPE.- DIP 113IOLn Q cG Y Ij Z ZU x U I.: V a J a r a NDALL SCOTT OLNEY 3>illlllippl d` " f yb.. ry N e co Oul Mu o 4ZI 42' 14"Lo m N 89°2i`(J9" W 379.43' (A/i) x 123.2 p :, `` e ° n NOTE: HDD 11iilMUM DEPTH REDUCED 1/! 1 I 1 1 1 t N F SFL6d554HDPEWATERMAINTOBEFROMIO' TO W PER CITY GUIDANCE. N 89027'19" W 308.64' (Nl) TB Lo iIdSTA56 $ HDPE WADIRECTIONAL TER MAIN TO BE FL PE No. 6$ 3$2 I L2 TB ° ° SHEETNO.; 122.5 \ \ 4 \ INSTALLED VIA DIRECTIONAL DRILL x