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Item 10 Approval of Resolution and State Maintenance Agreement for the Lake Olympia Outfall ocoee florida AGENDA ITEM COVER SHEET Meeting Date: November 5, 2019 Item # /D Reviewed By: Contact Name: Stephen C. Krug Department Director: Contact Number: 6002 City Manager: Subject: Approval of Resolution and State Maintenance Agreement for th- Lake Olympia Outfall. District 2, Wilsen. Background Summary: The FDOT has agreed to upgrade the existing Silver Star Road drainage system to Lake Olympia by installing a baffle box adjacent to Hawthorne Cove Drive in order to collect roadway contaminants before they reach the lake. The agreement to install the baffle box is based on the City providing routine maintenance to clean the structure of debris. The value of the work by the FDOT is approximately $100,000. The upgrades will improve the quality of the stormwater reaching Lake Olympia from the State right of way. The Public Works will add the cleaning of the structure to the Stormwater Division's routine neighborhood inspection and maintenance schedule following completion of the improvements. Public Works recommends approving the Maintenance Agreement with the FDOT. Issue: Request the City Commission to approve the Maintenance Agreement with the FDOT for the Lake Olympia outfall drainage system. Recommendations Recommend the City Commission approve the Resolution and On System Maintenance Agreement for the Lake Olympia Outfall Project with the FDOT, and authorize the Mayor and City Clerk to execute the Agreement. Attachments: On System Maintenance Agreement for the Lake Olympia Outfall Project Financial Impact: The maintenance cost to the City is adequately covered in the Stormwater Division operations budget. Type of Item: (please mark with an x') Public Hearing Fo'/r Clerk's Dept Use: Ordinance First Reading X Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda x Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. 41.0)r-z N/A Reviewed by ( ) N/A 2 FM# Page 1 of 6 Revised: 9-9-19 ON SYSTEM MAINTENANCE AGREEMENT Between STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ("DEPARTMENT") and THE CITY OF OCOEE, FLORIDA, a municipal corporation duly enacted under the laws of the State of Florida ("LOCAL GOVERNMENT") WHEREAS, the DEPARTMENT has jurisdiction over SR 438 (Silver Star Rd.) and connecting drainage easements, along with highway features necessary for the intended operation of the state highway; and WHEREAS, the LOCAL GOVERNMENT seeks assistance from the DEPARTMENT for improvements on certain drainage facilities within an easement which provides for the storm water discharge from SR 438 (Silver Star Rd.)to the water body known as Lake Olympia,located south of SR 438; and WHEREAS, the DEPARTMENT has agreed to construct, or cause to be constructed, such drainage improvements to include retrofit improvements to an existing 24-inch diameter pipe that discharges from SR 438 at Milepost 1.66 south to Lake Olympia within a Florida Department of Transportation easement located between 1131 and 1151 Hawthorne Cove Drive,Ocoee. The FDOT proposes to extend the existing pipe 25 ft to a new bubble-up structure surrounded by riprap. Two sumps and baffles will be included to trap debris and modulate flow prior to lake discharge as shown on the Plans attached as Exhibit "B" located within the limits of the easement to dissipate water energy and collect trash and other refuse that would be typically generated by normal highway operations; and WHEREAS,the LOCAL GOVERNMENT has agreed to maintain the drainage improvements and all aspects related thereto in perpetuity; and WHEREAS, the parties agree that it is in the best interest of each party for the DEPARTMENT to undertake and to complete all aspects of the improvements. NOW THEREFORE, 1. The parties agree that the DEPARTMENT shall undertake and complete Financial Project Number 431734-1-72-12,generally described as the Lake Olympia Drainage Project,located entirely on the DEPARTMENT'S Right of Way(drainage easement),and hereinafter referred to as the "Project".The Project shall include the tasks listed and the limits of right of way described in Exhibit "A", hereto, and all other tasks associated with, or arising out of the tasks listed therein. Plans depicting the Project are attached as Exhibit"B"and incorporated herein.The parties hereto agree that the DEPARTMENT has agreed to construct the Project and to incur the costs thereof in consideration for the LOCAL GOVERNMENT'S agreement to perpetually maintain the Project as described herein. 2. The LOCAL GOVERNMENT acknowledges that the DEPARTMENT will require the LOCAL GOVERNMENT to maintain the entire Project, including the connecting lateral drainage conveyance structures in perpetuity from its connection to SR 438 at(STA 14+80) to the pipe outlet into Lake Olympia at (STA 11+40) according to the DEPARTMENT standards. If at any time the FM# Page 2 of 6 Revised: 9-9-19 LOCAL GOVERNMENT has not performed the maintenance responsibility on the Project as described in Exhibit "A", the DEPARTMENT shall have the option of(a) notifying the LOCAL GOVERNMENT of the deficiency with a requirement that it be corrected within a specified time; or (b)the DEPARTMENT may perform the necessary maintenance and send an invoice to the LOCAL GOVERNMENT,equal to the cost to the DEPARTMENT for such maintenance;or(c)take whatever action is deemed appropriate by the DEPARTMENT. Any action taken,hereunder,does not relieve any obligation of the LOCAL GOVERNMENT under the terms and conditions of this Agreement. 3. The DEPARTMENT shall have the sole authority with respect to making all decisions relating to the design and construction of the Project, including the need for change orders and supplemental agreements. 4. Upon completion of the Project, the DEPARTMENT shall issue a Notice of Final Acceptance to the contractor with a copy of said notice being provided to the LOCAL GOVERNMENT. Upon issuance of the Notice of Final Acceptance,the LOCAL GOVERNMENT shall be immediately responsible for the perpetual maintenance of the Project. The DEPARTMENT shall also have the right to assign interim maintenance responsibility to the LOCAL GOVERNMENT for specified portions of the Project before the issuance of the Notice of Final Acceptance. Said assignment of maintenance responsibility shall be sent by the DEPARTMENT to the LOCAL GOVERNMENT in writing with sufficient description to place the LOCAL GOVERNMENT on notice of the interim maintenance responsibility. The DEPARTMENT shall retain ownership of all the Right of Way within the Project limits and the LOCAL GOVERNMENT shall maintain said Project, as stated above and elsewhere herein. 5. This Agreement shall become effective as of the date both parties hereto have executed the Agreement and shall continue in full force and effect in perpetuity. Upon completion of the Project,the DEPARTMENT shall turn over the Improvements to the LOCAL GOVERNMENT by formal notice described above for perpetual maintenance purposes only. The DEPARTMENT reserves the right to unilaterally cancel its performance hereunder if it determines that it is in the best interest of the public to do so. This discretion shall include, but shall not be limited to, budgetary and bid cost considerations. The DEPARTMENT'S performance and obligation to commence and complete the construction phase of the Project is contingent upon an annual appropriation by the Florida Legislature. The parties agree that in the event funds are not appropriated to the DEPARTMENT for the Project,this Agreement may be terminated, which shall be effective upon the DEPARTMENT giving written notice to the LOCAL GOVERNMENT to that effect. 6. Pursuant to Section 287.058, Florida Statutes, the DEPARTMENT may unilaterally cancel this Agreement for refusal by the LOCAL GOVERNMENT to allow public access to all documents,papers,letters or other material subject to the provisions of Chapter 119,Florida Statutes, and made or received by the LOCAL GOVERNMENT in conjunction with this Agreement,except for the obligation of the LOCAL GOVERNMENT to maintain the Project and said Agreement shall be perpetual as to that obligation. 7. In the event that any election, referendum, approval or permit, notice or other proceeding or authorization is required to be undertaken by the LOCAL GOVERNMENT to enter into FM# Page 3 of 6 Revised: 9-9-19 this Agreement or to undertake the Project,the LOCAL GOVERNMENT will expeditiously initiate and consummate,as provided by law,all actions necessary with respect to any such matters with time being of the essence. 8. It is understood that the DEPARTMENT'S participation in said Project is subject to: a.) Florida Legislative approval of the DEPARTMENT'S appropriation request in the work program year that the project is scheduled; b.) Availability of funds based on the following limitations: i.) The DEPARTMENT'S performance and obligations to pay under this Agreement is contingent upon an annual appropriation by the Florida Legislature. If the DEPARTMENT'S funding for this Project is in multiple years, funds approved from the DEPARTMENT'S Comptroller must be received every year prior to costs being incurred. ii.) In the event this Agreement is in excess of$25,000.00, and has a term of a period of more than one year,the provisions of§339.135(6)(a),Florida Statutes, are hereby incorporated. The DEPARTMENT,during any fiscal year,shall not expend money,incur any liability, or enter into any contract which,by its terms,involves the expenditure of money in excess of the amounts budgeted as available for expenditure during such fiscal year. Any contract, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such contract. The DEPARTMENT shall require a statement from the Comptroller of the DEPARTMENT that funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for periods exceeding one(1)year,but any contract so made shall be executor only for the value of the services to be rendered or agreed to be paid in succeeding fiscal years, and this paragraph shall be incorporated verbatim in all contracts of the DEPARTMENT,which are for an amount in excess of$25,000.00 and which have term for a period of more than one (1) year. 9. This Agreement shall be governed by the laws of the State of Florida. Any provision hereof found to be unlawful or unenforceable shall be severable and shall not affect the validity of the remaining portions hereof. 10. All notices required pursuant to the terms hereof, may be sent by first class United States Mail, facsimile transmission,hand delivery or express mail and shall be deemed to have been received by the end of five business days from the proper sending thereof unless proof of prior actual receipt is provided. Each party hereto shall have the continuing obligation to notify each other of the appropriate persons for notices to be sent to pursuant to the terms of this Agreement. Unless otherwise notified in writing, notices shall be sent to the following: To the Local Government: City of Ocoee City Manager 150 N. Lakeshore Drive Ocoee, Florida 34761 FM# Page 4 of 6 Revised: 9-9-19 To the Department: State of Florida, Department of Transportation Director of Transportation Operations 719 South Woodland Boulevard DeLand, Florida 32720-6834 The individual identified as the person to receive notice hereunder shall have the authority to act on behalf of and to bind the LOCAL GOVERNMENT and the DEPARTMENT,respectively,as to all determinations required to be made under the terms of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the dates exhibited,by the signatures below. STATE OF FLORIDA CITY OF OCOEE DEPARTMENT OF TRANSPORTATION By: By: Name: Rusty Johnson Alan E. Hyman, P.E. Title: Mayor Director of Transportation Operations Date: Date: Attest: Attest: By: Melanie Sibbitt Norma Mejias Title: City Clerk Executive Secretary FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; Approved as to form and legality: Department Legal Review: Shuffield Lowman&Wilson, P.A. By: City Attorney APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 2019, UNDER AGENDA ITEM NO. . FM# Page 5 of 6 Revised: 9-9-19 • Exhibit "A" Scope of Services Financial Management Number: 431734-1-72-12 Lake Olympia Drainage Project The Project includes the installation of trash collection energy dissipation structure(s), to include associated piping, and riprap as shown on the Plans attached as Exhibit "B" in an existing DEPARTMENT drainage easement off of State Road 438,which provides for stormwater discharge into Lake Olympia in Orange County. The purpose of this On-System Maintenance Agreement is to specifically assign permanent and perpetual maintenance responsibility for the Project, and associated improvements,to the LOCAL GOVERNMENT. The LOCAL GOVERNMENT acknowledges that the DEPARTMENT will require the LOCAL GOVERNMENT to maintain the entire Project, in perpetuity, according to the DEPARTMENT standards.The LOCAL GOVERNMENT will maintain the lateral drainage conveyance structure in perpetuity from its connection to SR 438 at (STA 14+80)to the pipe outlet into Lake Olympia. at (STA 11+40). Maintenance shall include removal of debris from the trash collection energy dissipation structure(s) and include all other necessary maintenance for the herein described improvements. If at any time the LOCAL GOVERNMENT has not performed the maintenance responsibility on the Project as described in Exhibit "A" and elsewhere in this Agreement, the DEPARTMENT shall have the option of (a) notifying the LOCAL GOVERNMENT of the deficiency with a requirement that it be corrected within a specified time;or(b)the DEPARTMENT may perform the necessary maintenance and send an invoice to the LOCAL GOVERNMENT equal to the cost to the DEPARTMENT for such maintenance; or (c) take whatever action is deemed appropriate by the DEPARTMENT. Any action taken,hereunder,does not relieve any obligation of the LOCAL GOVERNMENT under the terms and conditions of this Agreement. FM# Page 6 of 6 Revised: 9-9-19 Exhibit "B" Project Plans CONTRACT PLANS COMPONENTS STATE OF FLORIDA ROADWAY PLANS (`-_ DEPARTMENT OF TRANSPORTATION PEx6A�- ma R 7� �y ,��-v�v PLANS y��,�+ ,..MASSE 1 ACKSONUIUE COl V'TRA�L JL PLAT�YJ` NAA 1`` �' �+ \VIT wcusr,xE kikPROJECT LOCATIONgArroxA Waco FINANCIAL PROJECT ID 431734-1-72-12 V .,,;;;A; INDEX OF ROADWAY PLANS , Me a o.e. ORANGE COUNTY MEW PORT MENET ,'jj 5 1 SHEET NO. SHEET DESCRIPTION ',aim k'" 7 KEY SHEET STATE ROAD NO. 438 Sr PETERSBURG ap',,, 2 SIGNATURE SHEET PIERCE 3 SUMMARY OF QUANTITIES BRADENTON, �� 4 SUMMARY OF DRAINAGE STRUCTURES r1 \Imre 5 PLAN AND PROFILE SHEET TO eE.c 6-7 DRAINAGE STRUCTURES APOPKA .�•I Py SERs ' 8-9 DRAINAGE DETAILS 10.k rr LAuoERo,uE R-28-E e5 1�1 MIAMI MEM , / 111 7 W I 8 1 PROJECT LOCATION —— pLn , KEY WEST LAKE OLYMPIA _ —�_ -- B j S4 'u1. MILE W g 1111111bon RN 1 TO , ! �.� ORLANDO w WINTER GARDEN - ^N+Ili I I � to r k e 111 § L. c Lp �i 18 ! 17 Ol�mpia OCOEE I ,c...._. ROADWAY PLANS ENGINEER OF RECORD: ti Pop. 2493'' i LL TOLL Ii MAVERICK MARSHALL,P.E PE NO.:52704 T-2 i HNTB CORPORATION W 610 CRESCENT EXECUTIVE CT SUITE 400 201 i LAKE MARY,FL 37746 (407)1305-0355 t NI I CONTRACT No.:C-9L51 GOVERNING DESIGN STANDARDS: 1 C-I �� VENDOR No.:VF431623091001 Florida Department of Transportation,FY 2019-20 Standard Plans for CERTIFICATE OF AUTHORIZATION No.•6500 Road and Bridge Construction and applicable Interim Revisions(IRs). \y` Standard Plans for Road Construction and associated IRs are available at the following website:http://www.fdot.gov/design/standardplans TO KISSIMMEf FOOT PROJECT MANAGER: TO PATRICK MCCONAGHY,P.E. Pc TAMPA GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation,July 2019 Standard Specifications a for Road and Bridge Construction at the following website: CONSTRUCTION FISCAL SHEET LL http://www.fdot.gov/programmanagement/Implemented/Spec600ks/ CONTRACT NO. YEAR NO. 0 E5V73 2020 1 '' Juanlopea a/7/2o19 12.31.25 PM \\I4imvoo\pmwork\Jobs\61794-FOor OW O/mnagCMaln.m,w)\rWDS\TWO 15-1 Lake Olympia Ouflall\02 CADO\ora,nape\KE THIS DOCUMENT HAS BEEN DIGITALLY THIS DOCUMENT HAS BEEN DIGITALLY ,61 i1111I 111II, SIGNED AND SEALED BY: `�,,,t lllllllIIIF SIGNED AND SEALED BY: •S‘`�lCK 1.1:411',S,'/P, =%6wePM wM.eaN..0 s.�.GOPHER l ',. 7.11....1"v w.epnarMie ;.. '4••". E N. ' 2'% Maverick Marsnhlltt 0 o .. ss�Q0�•''�C E N g"•••j%, Christopher Mills*,, .....“... �; SUMMARY OF QUANTITIES ITEM No. ITEM DESCRIPTION UNITS QUANTITY 0101-1 MOBILIZATION LS 1 0203-1 MAINTENANCE OF TRAFFIC LS 7 0110-1-1 CLEARING&GRUBBING AC 0.14 0570-1-2 PERFORMANCE TURF, SOD SY 678 0 x ti U REVISIONS HNTR CORPORATION STATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION MAVERICK MARSHALL,P.E. DEPARTMENT OF TRANSPORTATION FL REGISTRATION N0.52704 NO. 610 CRESCENT EXECUTIVE CT SUITE 400 ROAD NO. COUNTY FINANCIAL PROJECT 1D S U.kL/ 4RY OF QUANTITIES LAKE MARY,FL 32746 (407)e05.0355 SR 436 ORANGE 437734.1-72-12 3 CERT.OF AUTH.NO.6500 loanlopea 6/6/2019 244.34 PM \\Itmwoo\pmwon1V66s\61104-FOOT OW DlaUaQellla,oe,ensel\TWOs\TWO 16-1 Lake 01Ymyra 0611e1l\02 CADOSOrerneOe\CESSR001 OWN SUMMARY OF DRAINAGE STRUCTURES > J DITCH w STORM DRAIN MANHOLE BOTTOM RUBBLE F- BEDDING STONE 2 STR. NO. STATION SIDE DESCRIPTION cc INLETS RIPRAP REMARKS ¢� M 0 24" 36" J-7 J-8 E RCP RCP >10'>10r <10' TN TN Reticuline Alternate G Galvanized Grate. 12-inch Weep P S-1 11+52.00 LT. Inlet 1 27.82 44.98 holes w/ Filter Fabric and coarse aggregate. Ii F P 5-1 11+68.00 LT. Manhole, Pipe 1 13 1 Grated Cover, 3.5'x 6.0' Alternate B, 12-Inch Weep LL holes w/ Filter Fabric and coarse aggregate. F u Bolted and water tight cover, 5'910' Alternate 8 P S-3 12+60.00 RT. Manhole, Pipe 1 4 1 1-Conc. Collar, 12" Weep holes, e 2-piece with 3' diameter cast iron MN lid ci F w 4 Sheet Summary: P Total 4 13 1 1 1 27.82 44.96 N F Total o Final Summary: P Total 4 13 ' 1 1 1 27.82 44.98 F Total o N I':':-.; In SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES o SEDIMENT STAKED INLET , LOCATION BARRIER TURBIDITY PROTECTION BARRIER SYSTEM DESIGN CONSTRUCTION o SIDE 0104 10 3 0104 12 0104 18 NOTES REMARKS L.. STA. TO STA. LF LF EA P F P F P F i 11+39 TO 11+69 LT 30 11+43 TO 11+74 RT 31 12+49 LT,RT 19 crosses alignment A 12+49 TO 12+71 LT 22 12+49 TO 12+71 RT 22 11+42 LT,RT 20 crosses alignment o SUB-TOTAL 124 20 E TOTAL 124 20 O U 4 U E. 4 N REVISIONS HNTB CORPORATION STATE OF FLORIDA 1I,�,6 SHEET DATE DESCRIPTION DATE DESCRIPTION MAVERICK MARSHALL,P.E. DEPARTMENT OF TRANSPORTATION S UM1 dAR ly OF NO. FL REGISTRATION NO.52704 610 CRESCENT EXECUTIVE CT SUITE400 ROAD NO. COUNTY FINANCIAL PROJECT ID DRAINAGE L �-t c LAKE MARY,FL 32746 DR WAGE STRULTURE�3 (407)805-0355 SR 438 ORANGE 431734-1-72-12 4 CERT.OF AUTH.NO.6500 Juanlopei 9/6/1019 146.45 PM \\Ikmw00\pmwn/ksJo0a\61164-6001 OW oralna0alAS,senancel\11,10a\rW0 164 Late Oltmp,a Oullall\OS CAOO\Ora,name\SUMOROOI 065 r T m o , /' `I 0 10 40 /,'r CONST.CONC.COLLAR CONST.4 LF 'Z'''' 1 Feet OF 24-RCP -a ---��~w 1 C ® INDEX 4>'0-001 �\� ti N I T _ -- O \ '\ .1. 'f 2] F7 CATCH BASIN ACTA1+itNG KALI n `1 \� CONST 61 Of SEDIMENT 801110F STUCTURC:120.47 ,� !!```` BARRIER C fNV..728,J8 I g j CONST.30 OF 5E011147—IE \`\ cr. 19 O 5 INV..-1204T\1 �I F 3 . ` �pp EXIST.24"RCP ` 11 ff.`s CONST. 1.5'THICK OF BEDDING STO -.9B , AND F 1N TO REMAIN ^ \ ISI fI O I'THICK RUBBLE RIPRAP(27 82 N.' - ER FABRIC 1 1 1LOING ` I 111 T f 1 REFER TO FISC.DRAINAGE DETA _ I I BB 11r ,1 • - p I � I `\ CONST 2a ED EASEMENT LINE 1 1, �11 ' pJtLDtil" g Q 1 I 1 I: �I LOT TON 0 "+',.;TORE-124.17' 1 2Ir,N D ® •.M( ,ExL�7.TREE__ - III I\ I 'II • TO \ �f 1;2i.:6'..1:.,::$. 72--q InIM - 'N -73- -, 1.-- -77T- " I i1I PI 3 REMOVE EXISTING 24"HOPE PIPE< 1 G- C�� ::•I REMOVE EXIST.TREEY.T _- " 1 , ` �� 1 MI, , i UP TO BOUNDS OF DRAINAGE ,� * �� - - • -- - 1. - -- - _.- -- I I I1 :E.32 III " EASIq ENT \ • ,L,.15 r y� BUILDING ' 'I' • 1� -p,'^ BUILDING I I J I I�� WATER'S EDGF 11 S-3 II' �. 1' m 4� _ �{ ° LOCATED 03-28-2018 `• EASEMENT LINE Imo:.W 1 .i I • 1 1 N 1 I EHNIII xiP F,,' I,. N CONST.31' OF SEDIMENTWBARRIER \ P' w' - '" WE BAND LINE '..• I 5.>rf g�_ s 1 p • t w ..t '.'-LINEATED Br OTHERS I !AY �' r0 I ,'fi r�t. 1 1 19 �S `, «, a 'o t 1 •11 ..04A114, W 1141 , '14. ..'\ ,..:;.:4.:::::4•, A t. T CONST. 13 LF - n _ •Ib-g I I •F" 1 °' .' OF 36"RCP `°I:' s ',} - T 4 y 14 ` q ti 1 I 1 7► 1 ° u -N aT-ES°— I I I \ I� _--I J� ---__ ' __ _ J - — 3 ]. EXISTIN3 DAAIflAGE STRUCTURES TO REM4IN UNL`ESS OTHERWISE OTED. EXIST.GR / 2. VERTICAL OITA SHOWN HEREON I!BASED OA Nr*TH AMERI:AN VE•TICAL 'ATM, 19.,, ' '�i �� o 120 IOf!II ttl 12Q Z. 9. --_ -- ice"-.--- /' .,-'....- IS "R P --- CONST./4"RCP ...- 14190110, _- - ---.•''y�,�g[ �I '' — — W P 110 I CONE-ED-L:4 - - ' ',� E1'/ 1 I 110 r. r" W CONST 3E RCP I i -- 1111 CP51.74�--- (MATO"EXIST) I L0. 100 ® ,<.:' � I ° FL 105.70 t L�01.r0 - 100 8 -� �FL983 ---Ti,2i Sd : 1"=40' H01212. —.—(M RTE*6O15T) "41 L'—VE-4/ FL 94.00 -FL 94.00 I -ft-41701 T L I W 90 1 n+nL 11-00 -- — 17-n( 13+00 74-n0 1 4-fon 9n REVISIONS HNTB CORPORATION STATE OF FLORIDA DATE DESCRIPTION DATE DESCRIPTION MAVERICK MARSHALL,P.E. DEPARTMENT OF TRANSPORTATION SHEETNO FL REGISTRATION N0.52704 610 CRESCENT EXECUTIVE CT SUITE 400 ROAD NO. COUNTY FINANCIAL PROJECT ID PLAN AND PROFILE LAKE MARY,FL 72746 (ERT) 55 OF AU CERT,OF RUTH.NO.6500 SR 438 ORANGE 431734-1-72-12 5 505106 SORTER MMES STILES i I i �{f1 CF d Af]AGS E,�SE7AEN I I ri II II I_ _ -� � i I � i I I _ --'- ---I-J-�----' i ' _ 1 ■ I ■ ■ j STA. 71+58.P,0(01.90 LTI i _—_ {� r--- --- --------- ---- E,IS-1�•,_R F_FiOM_ _— C-3NSP—M1M1M1M1����AN Ot T-Y.E-rJ-H l'f7 SdMP-BOI-iOM-- --�------- ��--- , AVO GR EDCO�'ER I _ I ■ NDEYfq .0'J 1 I f?ii ..LX-Ol.4.25--4 —]—� —� I S T)P L. 03.12 I �— I . --- _—_ �_—_--.I -- ---III —• — M —F---98:92-a-fAH)-- Infi1 i I 1 I i I F_9 UPI :L.(AK)uN I I I 1 I I I 1 —_—__10.41—_— _—_— ___-- _ __ r _ --. — — .)_,,.:.. .4,..., .— . _ j --I— I -- 102t_,___ U 941 --_—__.--_— f 6"RC• I I. r III N 971 I I I I I — I ■■ I I I i — O gni ■ D M�. „� S P wFro .uu p 1 — 1--__-- I--- 1_111 'rG°._ ',hOA GR FILTE FJ18Rlt . I FRSE A>GREGAE 1 > I iLI _ I I 1 W -� _ _f - W II i4 ( II I IS ii s-r —I — — -- — — --- STA-1a+)-2: (C.95�1•T-)—�-- — -- — -----— ! L; , �— 36 , C7NST.GBI YPF,E W/SUMI�B TTOW r✓A -u ,A1L5L�I — — ■■ ■- , ■ I fNDEY 4:5-ds2,425r001 _ ■■ w nBI I I �1 s co n n — I III— 7 111 , I� BATT)M FL 1.07 —� ■ I i U _r_ i I ,i, 1981 8 I I ■■ I!:'.IIi A Iinol I. :.. :":; — — I I I ~ 941 I I , CO T.BE 01111G TO AND RUB131E RIF RAP I I T I-NA • FABRIC w 7:1 R-k0 PI AI _ •-F-ABR/: 1 p ■NDI CO.ARS-Al GR'GA E I I I ¢ 1 11 I I L 1 I ■■ ■■ . i o■AGE ENM I I 1'y O-WvrtI II NO 710 100 80 I BO 40 p I 0 20 I 40 60 I I 80 I 100 I I 110 REVISIONS HNTB CORPORATION STATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIP I ION MAVERICK MARSHALL,P.E. DEPARTMENT OFTRANSPORTATION FL REGISTRATION NO.52704 NO. 610 CRESCENT EXECUTIVE CT SUITE 400 ROAD NO. COUNTY FINANCIAL PROJECT ID DRAINAGE STRUCTURES LAKE MARY,FL 32746 C40T) F RUTH.N0.6500 6 BOA-0355 SR 438 ORANGE 431734-1-72-12 140718 3115ER5 SOATES STIMES SFILEs I rC CF ORAINAG:EASEMENT I ■■■ ■■■ -- -- . I I I i ! ! II — i I _—I�__—_ I _--- I�--1 ! 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I ■ ■ p ---1--5-- 7,2-WEEP HOLE -t411R-F.BRIC —I I - `yyy.. .3-- I ppp ppp p TO Atop IARiE AGGREG TE �! F r I I i ■I 1< 2) r ! 1 p Il —� ■■ —1 i p p I ' I I l i l i I i I I I 1 s W ■ i s> ! I a 1 _ _ 1 I 1•_ fn'vPfL I I I I I p .1-• `4 CF ORAI�JAG S EASE NENF f 1 ! 1 0 ! 1140 I ll0 1 100 .: '� oO I m I I L0 1 40 I I 60 j 1 60 100 120 1 1 1 1 1 REVISIONS HNTB CORPORATION STATE OF FLORIDA SHEET DATE DESCRIPTION , DATE DESCRIPTION MAVERICK MARSHALL,P.E. DEPARTMENT OFTRANSPORTATION FL REGISTRATION NO.52704 NO. 610 CRESCENT EXECUTIVE CT SUITE 400 ROAD NO. COUNTY FINANCIAL PROJECT ID DRAINAGE S TR UCTURELS LAKE MARY,FL 32746 CENT OFAIJ 55 SR 438 ORANGE 431734-1-72-12 7 CERT.OF RUTH.NO.6500 RISERS SOATES STINER SFILES FROM S-3 EXIST.24"RCP I I. — - GRATED COVER I ,! '��',,1/��'wl . CONST. 1.5'THICK OF BEDDING STONE app 44.98 TONS/AND I'THICK RUBBLE ll _-!, 1_.— I RIPRAP(27.82 TONS)W/FILTER FABRIC 10.00' i i �y� �V✓�`' �i I 4.00' 0' IFOli w 36"RCP (::::::: 1,11° 2 I',,�; .1, in B ����� 1 _ 0 wl� S' �•• w 12" 12" TO s-2 u1 1',,�;4 0, • 0' WEEPpHOLE r: : P —'�y k\- — WEIR A T. EXIST.24"RC ---- — 6 101.di m - �f�,..r �K1�1ii — a LMNItt,1. ,►_• i 6"CONC.WEIR GViY iY ? m I S-3 11FTAII 4 24"RC y I p{iDP0814 LINE o PI AN VIFW 1.25' f� i ^nj N.T.$ EXIST.24"RC1.25' f e EL 107,10 S' p TOP EL ]]1.50 cc 3' DIAMETER CAST IRON IN 4-1 DFTAI14 e PI AN VIFW MH BOLTED WATER TIGHT LIDS �(\/�/� z N.T.S STA/OFFSET —/ \J O t W EXIST.24"RCr-__. 6"p m o o 1 00' 1.00' 2 p E 1 4.00' r u ...i. C5-4-, t, aa���� 1 "> FROM �\^` --- �' EL ]07.70 OHC.COLLAR -2 _ 'UBBLE RIPRAP -�y� __I j 6"CONC.IMII .\.____\----, u XIST.GROUND — WEIR , w II •.• - FOUR 6"0 41 iI t 1 I rN i vi 1r II' ��/, ////I; ORfFICE TO 1 I ` C,11-7:1*;: t1,..,4,-.1,..: ��II''�;;J+ 1,.:,1,4,,,,f-,,,,,,,f,� 1 FL 706.]7 - o S 2 •. 1: _ 24"RCP ¢ r...ut 'l (MATCH EXIST. I o - 11,�1;;,r,l.,),.,IIf_h;; ILTER FABRIC d, FL 105.70 t ...1d.:pL_�,: 6.70' 2.80' (MATCH EXIST.) It BOTTOM EL ]01.70 4F('TInN R - FI w :EDDfNG STONE S-3 WEIR WALL SFC'TION A - q W/ FOUR 6" ORIFICE N.T.s N.T.S XIST.24"RCP i 12"WEEP HOLES W/ u, FILTER FABRIC AND i COARSE AGGREGATE 0 4-3 DFTAII 5 NOTE: P6 PRnF/l F VIFW 1.SEE MISC.DRAINAGE DETAILS SHEET 2 OF 2 FOR DEBRIS SCREEN DETAILS. cc N.T.s 2.COST OF DEBRIS SCREEN WITH ASSOCIATED HARDWARE TO BE INCLUDED IN PRICE OF MODIFIED STRUCTURE. 3.STATION AND OFFSET FOR STRUCTURE S-3 IS AT THE CENTER OF STRUCTURE w x REVISIONS HNTB CORPORATION STATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION MAVERICK MARSHALL,P.E. DEPARTMENT OF TRANSPORTATION FL REGISTRATION NO.52704 NO. 610 CRESCENT EXECUTIVE CT SUITE400 ROAD N0. COUNTY FINANCIAL PROJECT ID MISC. DRAINAGE DETAILS LAKE MARY,FL 32746 SHEET I OF 2 (407)805-0055 SR 438 ORANGE 431734-1-72-12 8 CERT.OF RUTH.NO.6500 SUSEAS SLATES 'TINES SF ILEO 554 (EACH SIDE) ANCHOR 5%2" 4 SPC.®1'-0"= 4'-0" 5%2" NOTES 551 SPACING 2„ 5 SPC.®11"= 4'-7" • 2" BOLT SPACING FOR ANGLE FOR DRAINAGE STRUCTURE,SEE "MISC.DRAINAGE ORIFICE )TYP., i ^ SS3 �2 �2" ANGLE (TOP) I -1.--.�z,ANCHOR CONCRETE WEIRD WALL DETAILS (f OF 21"SHEET. DEBRIS SCREEN / FIELD CUT 5S2 TO 2 U v Q SECTION C-C (TYP.) CONCRETE FOR WEIR WALL SHALL BE CLASS II. 3"CLR.FROM a EXPANDED METAL _���— WEEP HOLE H I I I• GRATING (4'-10"x3'-3%2"x) rEl __ ALL REINFORCING STEEL SHALL CONFORM TO ASTM `y r'�' _ N "n \ ^T A615,GRADE 60 DEFORMED BARS. O -,` 1 • 1 _ r>-:-.=A- :;Z- :---.4.._...v,, EXPANDED METAL GRADING SHALL BE 4.5# (TYPE �y i _�F I �, c_.,._::ya___:•., - _:• - 304)STAINLESS STEEL WITH 1.00 INCH CLEAR SHORT o SECTION 0::?cjc .:::_: :?_.: ::: : -c=ia —-—-—-e WAY OPENING AND 2.88 INCH LONG WAY OPENING. —— l,7 ——' :.,p C-C (TYP.) --a- __-____:_. _ ANGLE Limiwa ��. ®J _:_ _ '�:__: a-a._a_:_ ~/-(EACH SIDE) 0 3x3x% ANGLES SHALL BE ACCORDANCE WITH ASTM Ci�' •••-• '- ® A276 !TYPE 3041 STAINLESS STEEL. 5S2 (TYP) 551 H Il �� r' :`-:-_-�'- 4 UNLESS NOTED I - N x i,._._ .=_. .i_. ._=:y.�j _s �I 2"O.D.WASHERS SHALL BE (TYPE 304)STAINLESS OTHERWISE 14 6"CONC.WEIR WALL _ti_ _ .-.•-_____._-:-: :-:-:-:-:-a:-::• _—_—_ N STEEL. __-rte rr_•.•--ro:-}r__:••�-�� --- ---- ;._::: >K_»r:a::.:.:-:_:??»::.a. /e"DIA.BOLTS AND LOCK WASHERS SHALL BE IN .0:-:='i_-0,.==::o%i=:or.t., .7.---o. ° ACCORDANCE WITH ASTM A193 (TYPE 304)STAINLESS U DRAINAGE STRUCTURE PLAN o At STEEL.BOLTS SHALL BE 1X,"LONG. ' In Y - - ORIFICE 0?. 0: 0'.__o' \ (3 3/8"DIA.UNDERCUT ANCHORS SHALL BE IN v 2 1 )TYP.) ACCORDANCE WITH ASTM A193 GRADE BBM,CLASS 1 o ANGLE ANGLE (TOP) e '' ¢ (TYPE 316)STAINLESS STEEL. THE OVERALL LENGTH w�. o=.::o. 0:-.=:o:� m OF THE ANCHOR SHALL BE 5 (EACH SIDE) O - I_ O d R2„ _-I 2, ,b SECTION B-B (TYP.) CONTRACTOR SHALL INSTALL UNDERCUT ANCHORS PER - h W N® MANUFACTURERS RECOMMENDATIONS. w ASS PLACEDWNTHE COST OF THE WEIR WALL CONCRETE, DEBRIS SCREEN 0 Q O 00:: 0 O:_a:o: SHOWN �^ W i :fit :i =: g REINFORCEMENT,AND STAINLESS STEEL DEBRIS I I TOP OF WEIR ¢2 v-_=.:o'. �o_.._jo. EXPANDED METAL SCREEN,INCLUDING ALL INCIDENTAL HARDWARE, z -\--- ^` EL.107.10 a GRATING (10"xt0"J FURNISHED AND INSTALLED,SHALL BE INCLUDED IN 0 y I ORIFICE (TYP.) _ " , '^ V_ -NM WITH 4 ANCHORS THE COST OF THE MODIFIED ORA/NAGE STRUCTURE, i• P-+ a- o, 5£E "SUMMARY OFODIFI QUANTITIES"SHEET. W _ -� ,Q v1® U (TYP.EACH ORIFICE) 554 (TYP.) 1 ■ \,.,, N �1-553 PLACED § I. y BETWEEN 5S2'S o w DEBRIS SCREEN �� AT ORIFICE (TYP_)- ' 552 OR 553 "� BOTTOM 3"CLR. 2'-4"MIN.LAP v a 1 :1:rjE=. EL.101.70 •CONTRACTOR SHALL VERIFY l5" 1'-5" I 8" I 8" I 1'-5" 5" G e.a.).e- 1 .::::c} o DIMENSION PRIOR TO ORDERING 6"CONI.WEIR WALL ANY MATERIAL FOR THE DEBRIS 5-552 SPACED AS SHOWN SCREEN.IF DIMENSION IS (AL TERNA TE DIRECTION OF HOOK) 152"• GREATER THAN 3'-6"THE DRAINAGE STRUCTURE SECTION CONTRACTOR MUST NOTIFY SECTION A—A (DEBRIS SCREEN) o THE ENGINEER FOR BOLT AND t STAINLESS STEEL w ANCHOR SPACING MODIFICATION. O 3113x% ANGLE m STAINLESS STEEL TOP OF CONCRETEEXPANDED METAL WEIR WALL ORL.) ANCHOR SHALL BE F !NSTRAND AT LEAST(MIN.)ONE CRATING FACE OF ORIFICE v BILL OF REINFORCING STEEL REINFORCING STEEL BENDING DIAGRAMS 2"D.D.STAINLESS i ����� STEEL WASHER _ , DIA.STAINLESS K INSIDE FACE OF - - STEEL BOLT WITH MARK SIZE OTT. LENGTH i I T, DRAINAGE STRUCTURE 3I3ab. _ LOCK WASHER /"DIA.STAINLESS - TOP SLAB �' - STEEL UNDERCUT N III 551 5 2 2'-9" h ' ANCHOR .I_I'mica iGII.I=V i o �I_ /e"DIA.STAINLESS r STEEL UNDERCUT 552 5 5 7'-9" ^� ANCAT SHALL EE I STAINLESS STEEL o vii vini „'^� I2'-7" IN AT LEAST ONE ANCHOR EXPANDED METAL w 553 5 2 4'-1" STRAND (MIN.) BAR SSI BARS 552,5S.i,AND 554 2"0.0.WASHER STAINLESS L GRATING S 554 5 t6 6'-3" FACE OF 4"EMBED. STEEL WASHER I_FACE OF CONCRETE NOTE CONCRETE WEIR WEIR (BELOW) ALL BAR DIMENSIONS IN THE BENDING SECTION B—B SECTION C—C DIAGRAMS ARE OUT TO OUT. w ti REVISIONS HNTB CORPORATION STATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION CHRISTOPHER J.MILLS P.E. DEPARTMENT OF TRANSPORTATION MISC. DRAINAGE DETAILS FL REGISTRATION N0.56801NO. 610 CRESCENT EXECUTIVE CT SUITE 400 ROAD NO. COUNTY FINANCIAL PROJECT ID LAKE MARY,FL 32746 (407)805.0355 SR 438 ORANGE 431734.1-77-12 SHEET 2 OF 2 [ERT.OF AUTH.NO.6500 9 1ua"lopea 9/6/2019 3 41 16 PN \\IImw00\pmworl\Jobe\61194-F DDT OW D,a,na6ellle,nlenen[eI\1WOe\TW0 16-I Le,Olympia 0,31411101 CAOO\Ore,na0e\STR-06016001 DIN RESOLUTION NO. 2019- A RESOLUTION OF THE CITY OF OCOEE, FLORIDA, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN ON SYSTEM MAINTENANCE AGREEMENT BETWEEN THE CITY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION FOR THE MAINTENANCE OF DRAINAGE IMPROVEMENTS FOR STORMWATER DISCHARGE FROM SR 438 MILEPOST 1.66 SOUTH TO LAKE OLYMPIA; PROVIDING FOR SEVERABILITY; PROVIDING AN EFFECTIVE DATE. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. The City Commission of the City of Ocoee has the authority to adopt this Resolution pursuant to Article VIII of the Constitution of the State of Florida and Chapter 166, Florida statutes. SECTION 2. The Mayor and City Clerk are hereby authorized and directed to execute the On System Maintenance Agreement, Financial Management number: 431734-1-72-12, between the City and the Florida Department of Transportation, a copy of which is attached hereto and incorporated by reference. SECTION 3. Severability. If any section, subsection, sentence, clause, phrase or portion of the Resolution 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 hereto. SECTION 4. Effective Date. This Resolution shall become effective immediately upon passage and adoption. PASSED AND ADOPTED this day of , 2019. APPROVED: ATTEST: CITY OF OCOEE, FLORIDA Melanie Sibbitt, City Clerk Rusty Johnson, Mayor (SEAL) FOR USE AND RELIANCE ONLY APPROVED BY THE CITY OF OCOEE BY THE CITY OF OCOEE,FLORIDA COMMISSION AT A MEETING APPROVED AS TO FORM AND HELD ON ,2019, LEGALITY THIS DAY OF UNDER AGENDA ITEM NO. ,2019. Shuffield,Lowman & Wilson P.A. By: Scott Cookson, City Attorney