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HomeMy WebLinkAboutExhibitFM# 424407-1'City of Miami Matter No. I7-936K Page 1 of 10 OFF -SYSTEM CONSTRUCTION AND MAINTENANCE AGREEMENT Between STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ("DEPARTMENT") and CITY OF NIIA1 II, a municipal corporation of the State of Florida ("CITY") THIS AGREEMENT is made and entered into as of , 2017, by and through the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida (the "Department"), and CITY OF MIAMI, a municipal corporation of the State of Florida (the "City"), collectively referred to as the "Parties." RECITALS A. Upon approval of the Department's Work Program by the State of Florida Legislature, and adoption by the Department Secretary, the Department shall complete the various projects included in the Department Work Program; and B. Included in the Department Work Program is Project Number FM# 424407-1 on SR968/SW 1 Street from west of SW 5`h Avenue to SW 2nd Avenue for reconstruction of the SW lSt Street Bridge (the "Project"), which Project entails work on roads not on the State Highway System; and C. The City is the custodian or holder of ownership rights to SW 5th Avenue, SW South River Drive, and SW North River Drive, which are municipal roads not on the State Highway System; and D. 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 Project, including but not limited to, the design, construction, construction inspection, utilities, permits, easements, and other associated tasks; and E. The Parties further agree that it is in the best interest of each party to enter into this Agreement in order to allow the Department to construct and complete the Project. TERMS NOW THEREFORE, in consideration of the premises, the mutual covenants and other valuable considerations contained herein, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1 FNI# 424407-1 City of Miami Matter No. 17-936K Page 2 of I0 1. The recitals in this Agreement are true and correct, and incorporated into and made a part hereof. 2. The Parties agree that the Department intends to undertake and complete project number FM#, 424407-1 on SR968/SW ls' Street, from west of SW 5th Avenue to SW 2"d Avenue. The Project includes work on SW 5`1' Avenue, SW South River Drive, SW North River Drive, and adjacent or abutting roads not on the State Highway System (for purposes of this Agreement, the "Project Limits"), and entails the following improvements within the Project Limits, hereinafter referred to as the "Local Roadway Improvements": (a) SW 5th Avenue — Work along a 250 ft. section of SW 5`1' Avenue, including at the intersection of SR968/SW 1' St and SW 5th Avenue. The intersection approaches along SW 5th Avenue coming up to SW lst Street must be reconstructed to ramp up to the higher roadway elevations along SW 1st Street East. The work includes construction of new sidewalk, gravity walls, handrail, drainage structures, and storm sewer pipes; (b) SW South River Drive — A 190 ft. section of SW South River Drive will be milled and resurfaced to restore the asphalt surface to new condition after the bridge construction is completed. The work also includes construction of drainage structures and storm sewer pipes; (c) SW North River Drive - A 200 ft. section of SW North River Drive will be milled and resurfaced to restore the asphalt surface to new condition after the bridge construction is completed. The work also includes construction of drainage structures and storm sewer pipes. Project Local Roadway Improvements related to drainage are further identified in Exhibit 1 attached hereto and made part hereof. The Project shall further include all activities associated with, or arising out of the construction of the Local Roadway Improvements. The Department will secure any necessary approvals or permits from Miami -Dade County, if applicable. The City shall cooperate with and shall support the Department's work efforts with respect to the Local Roadway Improvements. The Department will desio and construct the Project in accordance with all applicable federal and state laws and regulations and in accordance with Department design and construction standards as set forth in the Department's guidelines, standards, and procedures. The Department shall have final decision authority with respect to the design, the design review process, and construction of the Local Roadway Improvements, and the relocation of any utilities that the Department may determine to be required, but shall coordinate with the City as set forth in Paragraphs 3 and 4. 2 FIT 424407-1 City of Miami Matter No. 17-936K Page 3 of 10 3. The Parties acknowledge and agree that the City will review the Project Design Plans ("PDP") and shall submit its comments, if any, via Electronic Reviewer Comments ("ERC".) The Department shall provide the City access to the ERC, and the Department shall use the ERC to submit the Project Design Plans for the City to review. When the Department places the Project Design Plans in the ERC, the Department will designate a Comment Due Date and a Response Due Date. The City shall submit its comments with regards to the Project Design Plans on or before the Comment Due Date, and the Department shall respond to the City's comments, if any, on or before the Response Due Date. If the City does not submit its comments by the Comment Due Date, the City will be deemed to have approved the Project Design Plans submitted by the Department. The review process for the Project Design Plans will be deemed concluded when the Department has submitted the Final Project Design Plans to the ERC, the Comment Due Date and Response Due Date for the Final Project Design Plans have passed, and the Department has addressed all of the City's comments that were submitted through the ERC. Once the review process is concluded, the City shall authorize its Public Works and Building Department to issue a permit ("the Permit"), as may be necessary, to the Department's construction Contractor, authorizing the construction of the Department's Project in accordance with the Final Project Design Plans submitted through the ERC. The City acknowledges and agrees that, during construction of the Local Roadway Improvements, the Department will only utilize the services of law enforcement officers when required by the Department's Standard Specifications for Road and Bridge Construction, and no additional requirements will be imposed, The City agrees that the Permit will not impose any conditions other than those included in this Agreement, and the terrns of this Agreement supersede any conflicting terms in the Permit. Additionally, the City waives any permit fees that may apply to issuance of the Permit. Major Modifications of the approved plans must be submitted to the City for review. A Major Modification is any modification that materially alters the kind or nature of the work depicted in the approved plans, or that alters the integrity or maintainability of the Local Roadway Improvements, or related components. The City's review shall be within the reasonable time schedule proposed by the Department, in order to avoid delay to the Department's construction contract. In the event that any Major Modifications are required during construction, the Department shall provide to the City email written notification to the Director of Public Works of the City prior to commencing the construction work. Such notification is not subject to the 3 FM# 424407-1'City of Miami Matter No. 17-936K Page 4 of 10 provisions of Paragraph 21 herein, and the same shall include a reasonable Comment Due Date as designated by the Department. The Department shall take into consideration any comments timely submitted by the City, with the understanding that any such comments and/or required changes during construction shall not delay nor affect the timely construction schedule of the Project. If the City does not submit comments by the Comment Due Date, the City shall be deemed to have approved the modification submitted by the Department, and the Department shall be entitled to proceed with any modifications that are necessary to complete the construction of the Project and/or that are unavoidable. The Department shall use its best efforts to avoid any Major Modifications during construction. 4. The City agrees to fully cooperate with the Department in the construction, reconstruction, and relocation of utilities that are located within the City's municipal right-of-way, within the Project Limits. Utility relocations, if any, which may be required by the Department for purposes of the Project, shall be done in accordance with the Department's guidelines, standards, and procedures. The Department shall submit the proposed Utility Relocation Schedule to the City. Utility relocations, if any, shall be done in accordance with the provisions of Chapter 337, F. S. Additionally, the City agrees to fully support the Department in the removal of any encroachments or permitted improvements located within the City's right-of-way, within the Projects Limits, that are in conflict with the Project. The Department shall coordinate with the City for the removal of any such encroachments or permitted improvements, at no cost to the City, which may be required as a result of the Project. 5. The City acknowledges that the Department will be utilizing federal funds to construct the Project and, as a result thereof, the City agrees to perpetually maintain the Local Roadway Improvements. To maintain means to perform nonnal maintenance operations for the preservation of the Local Roadway Improvements, which shall include but is not limited to, roadway surfaces, shoulders, roadside structures, drainage, signing, pavement markers, and such traffic control devices as are necessary for the safe and efficient use of the Local Roadway Improvements. Additionally, the Parties understand and agree that the Department shall transfer the Permit(s) to the City as the operational maintenance entity, and the City agrees to accept said transfer and to be fully responsible to comply with all operational and maintenance conditions of the Permit(s), at its sole cost and expense. 4 FM4 424407-1 •'City of Miami Matter No. 17-936K Page 5 of 10 Notwithstanding the requirements hereof, maintenance during construction shall be the responsibility of the Department and its Contractor, as set forth in paragraph 9 of this Agreement. 6. The Parties acknowledge and agree that the CITY's right-of-way and the improvements and structures located within the CITY's right-of-way, are and will remain under the ownership andfor custody of the CITY, and that the Department will not have any ownership or other interest in the right-of-way, improvements, or structures located thereon or installed therein pursuant to this Project. Notwithstanding the above, the Department shall construct and install drainage facilities at the locations identified in Exhibit "2," attached hereto and made part hereof (hereinafter, the "Department Drainage Facilities"), which shall remain under the ownership of the Department. It is understood and agreed that, upon completion, the Department shall have a right of access, in perpetuity, for purposes of cleaning and maintaining the Department Drainage Facilities. 7. The Department shall require its construction Contractor, at all times during the construction, to carry and maintain Commercial General Liability insurance providing continuous coverage for all work or operations perfonned under the Construction Contract. Such insurance shall be no more restrictive than that provided by the latest occurrence form edition of the standard Commercial General Liability Coverage Form (ISO Form CG 00 01) as filed for use in the State of Florida. The limits of coverage shall not be less than S 1,000,000 for each occurrence and not less than a S5,000,000 annual general aggregate, inclusive of amounts provided by an umbrella or excess policy, or such other minimum insurance coverage that may be required by the Department for the construction of the Project, in accordance with the Department's Standards and Specifications for Road and Bridge Construction. The Department shall further cause its Contractor to name the City and the Department as additional insured Parties on the afore -stated policies, and to provide evidence of Workers' Compensation Insurance in accordance with the laws of the State of Florida and in amounts sufficient to secure the benefit of the Florida Workers' Compensation law for all employees. 8. The Department shall notify the City at least 72 hours before beginning construction within the City's right-of-way. Such notification may be provided via email to the Director of Public Works, and the notice requirements set forth in paragraph 21 shall not apply to this paragraph. The Department agrees that the City may, at reasonable times during the construction of the Local Roadway Improvements, inspect the Contractor's construction site, and perform such tests as are 5 FM# 424407-1 `City of Miami Matter No. 17-936K Page 6 of 10 reasonably necessary to determine whether the goods or services required to be provided by the Contractor, pursuant to the Contractor's Construction Agreement with the Department, conform to the terms of said Construction Agreement. Upon request by the City, the Department shall coordinate with its Contractor to provide access to the City for performance of said inspections. During the construction work related to the Project, the City shall fully cooperate with any such work being performed by the Department and the Department's contractors. The City shall not commit nor peuuit any act which may delay or interfere with the performance of any such work by the Department or the Department's contractors, unless the Department agrees in writing that the City may commit or permit said act, or unless such act(s) is/are due to a declared City emergency or unless such act(s) is/are of a regulatory nature within the normal course of business for an agency or department of the City. 9. Maintenance within the Project Limits during construction, commencing as of the first date of construction, shall be the responsibility of the Department's Contractor. After completion of construction, the City shall assume all maintenance responsibilities within the Project Limits. Upon completion of construction, the Department will invite the City on the Final Inspection of the work within the Project Limits, and will incorporate legitimate City concerns that are within the scope of the contract into the final Project punch list to be corrected by the Contractor. The Department shall have the obligation to assure completion of Project punch list items, if any. The Final Inspection shall be performed and the Notice of Final Acceptance shall be issued in accordance with the Department's Standard Specifications for Road and Bridge Construction and the Construction Project Administration Manual (CPAM). The City's presence at the Final Inspection, however, is not mandatory, and the Department shall conduct the Final Inspection, finalize the Project punch list, and issue a Notice of Final Acceptance to its Contractor, whether or not the City attends the Final Inspection. Upon issuance of the Notice of Final Acceptance to the Contractor, the Department shall provide a copy of said notice to the City. As of the date of the Notice of Final Acceptance, the City shall be immediately responsible for the maintenance of the Project Local Roadway Improvements, and City's right-of-way. The Department, however, shall have the right to assure completion of any punch list by the Contractor. Notwithstanding the issuance of the Notice of Final Acceptance, the City may notify the Department Project Manager of deficiencies in the Local Roadway Improvements that may be covered by the warranty provisions in the contract 6 FM# 424407-1'City of Miami Matter No. 17-936K Page 7 of 10 between the Department and its Contractor. The Department shall enforce the warranty if the remedial action is required by the warranty provisions, as determined by the Department. Upon completion of all work related to construction of the Project, the Department will be required to submit to the City final as -built plans for the Local Roadway Improvements and an engineering certification that construction was completed in accordance with the plans. Additionally, the Department shall vacate those portions of the City's right-of-way used to construct the Local Roadway Improvements, and shall remove the Department's property, machinery, and equipment from said portions of the City's right-of-way. Furthermore, the Department shall restore those portions of the City right-of-way disturbed by Project construction activities to the same or better condition than that which existed immediately prior to commencement of the construction of the Project. 10. This Agreement shall become effective as of the date both parties hereto have executed the agreement and shall continue in full force and effect until the Project is completed, as evidenced by the Department's issuance of the Notice of Final Acceptance. Prior to commencement of construction, the Department, in its sole discretion, may terminate this Agreement if it determines that it is in the best interest of the public to do so. If the Department elects to terminate this Agreement, the Department shall deliver formal notice of teentination to the City, as set forth in paragraph 21 of this Agreement. 11. In the event that any election, referendum, approval, ratification, or permit, notice or other proceeding, or authorization is required to carry out the Project, the City agrees to expeditiously initiate and consummate, as provided by law, all actions reasonably necessary with respect to any such matters, with time being of the essence. 12. The Parties acknowledge and agree that the Project shall be constructed using federal funds and that all costs incurred must be in conformity with applicable federal and state laws, regulations, and policies and procedures. 13. The Department's performance and obligations under this Agreement are contingent upon an annual appropriation by the Legislature. If the Department's funding for this Project is in multiple fiscal years, funds approval from the Department's Comptroller must be received each fiscal year prior to costs being incurred. Project costs utilizing fiscal year funds are not eligible for reimbursement if incurred prior to funds approval being received. Once construction of Local Roadway Improvements has commenced, if the Project is not funded by an annual appropriation 7 FM# 424407-1 City of Miami Matter No. 17-936K Page 8 of 10 or other means, the Department shall submit to the City final as -built plans for the Local Roadway Improvements which have been constructed, and an engineering certification that such construction was completed in accordance with the plans. Additionally, the Department shall vacate those portions of the City roads used to construct the Local Roadway Improvements, and shall remove the Department's property, machinery, and equipment from said portions of the City roads. Furthermore, the Department shall restore those portions of the City roads affected by Project construction activities to the same or better condition than that which existed immediately prior to commencement of the construction of the Project. 14. In the event that this agreement is in excess of S25,000, and the agreement has a teten for a period of more than one year, the provisions of §339.135(6)(a), Florida Statutes, are hereby incorporated into this agreement and are as follows: "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 any 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 thatfimds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the malting of contracts for periods exceeding 1 year, but any contract so made shall be executoay only for the value of the services to be rendered or agreed to be paid for 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 and which have a term for a period of more than 1 year. 15. The Department is a state agency, self -insured, and subject to the provisions of §768.28, Florida Statutes. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the Department's sovereign immunity protections, or as increasing the limits of liability as set forth in §768.28, Florida Statutes. The City is a Florida Municipal Corporation, self -insured, and subject to the provisions of 5768.28, Florida Statutes. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the City's or the Department's sovereign immunity 8 424407-1 'City of Miami Matter No. 17-936K Page 9 of 10 protections, or as increasing the limits of liability as set forth in §768.28, Florida Statutes. 16. A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the same formality as this agreement. 17. Any provision hereof found to be unlawful or unenforceable shall be severable and shall not affect the validity of the remaining portions hereof. 18. This agreement shall be governed by the laws of the State of Florida. Venue for any and all actions arising out of or in any way related to the interpretation, validity, performance or breach of this Agreement shall lie exclusively in a state court of appropriate jurisdiction in Miami -Dade County, Florida, with the understanding that the City is not hereby waiving any rights to challenge venue, as provided by Florida law. If the Department institutes an action against the City, however, it is agreed that venue shall lie in. Miami -Dade County, Florida, which is where the City and the Project are located. 19. No term or provision of this Agreement shall be interpreted for or against any party because that party's legal counsel drafted the provision. 20. In accordance with Executive Order No. 11-02 the Department's Vendor/Contractor(s) shall utilize the U.S. Department of Homeland Security's E-Verify system, in accordance with the terms governing use of the system, to confirm the employment eligibility of; i. all persons employed by the Vendor/Contractor during the term of the Contract to perform employment duties within Florida; and ii. all persons, including subcontractors, assigned by the Vendor/Contractor to perform work pursuant to the contract with the Department. 21. All notices required pursuant to the terms hereof, shall be in writing and shall be sent by first class United States Mail, facsimile transmission, hand delivery or express mail. Notices shall be deemed to have been received by the end of five (5) business days from the proper sending thereof unless proof of prior actual receipt is provided. Unless otherwise notified in writing, notices shall be sent to the following: To the City: City of Miami Public Works Director 444 SW 2nd Av., 8tt' Floor Miami, Fl. 33130-1910 With a copy to the City Attorney at: 9 FM# 424407-1 City of Mliami Matter No. 17-936K Page 10 of 10 City of Miami Attorney's Office 444 SW 2'' Av., 9'1' Floor Miami, Fl. 33130-1910 To the Department: Director of Transportation Operations State of Florida, Department of Transportation 1000 N.W. 11 Avenue Miami, Florida 33172 22. This Agreement shall be binding upon the parties hereto, their heirs, executors, legal representatives, successors, or assigns. IN WITNESS WHEREOF, the parties hereto have executed this agreement on the dates exhibited, by the signatures below. STATE OF FLORIDA CITY OF MIAMI DEPARTMENT OF TRANSPORTATION By: By: Name: Daniel J. Alfonso Name: Title: City Manager Title: Director of Transportation Operations Date: Date: Attest: Name: Todd B. Hannon Title: City Clerk Approved as to form and legality: Department Legal Review: By: Name: Victoria Mendez, City Attorney By: Name: Approved as to Insurance: By: , Risk Manager 10 1n I"=60' 7.1 /, i j1r2 VsR etu�Fis 4Y I S7f,'FFT ' 1Q3 N b]°'l4' 5/' E 1)a2,.: 1, PAl )i:4 .tf soPt 1103 01 1.4 N1F(11f)P1) 1as • . 7(IC • ]105- ��•: nl;rr , (l; rt7;;-�t MO 5 EAT EH 1106 E1DRAINAGE IMPROVEMENTS (OUTSIDE OF STATE HIGHWAY RIGHT-OF-WAY TO BE MAINTAINED BY CITY OF MIAMI) .9 'I I ti OZ- OT r VIS 3Nl7 G to VISION Ot,f Rll'T10 PATE f rE SI la fP 1lr9N A971 7(1 3 1IA.Ne VER. tic' C A"tdlur rsalrurr 1797A1 WOG Sawgrass Cop PkwY, SVlle 3/e Now i se, EfariEN 33313 Tel. (9541 833 9119 9ax. 19541 935 9130 fn lnedr o) 8erord: Aoslw,m a dlael, PE. 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W4NMIM(-5 51A lb' f111 FLIIIOILLI 1.0.'Y I Rg'+I ti.VY' r IF"1'NA.1:5 (1,A.T'AT'Il',V ROAD WO (OUNT 1INANC1AL PNOITCT (D 968 MIAMI•DADE 424407 1-52-01 1ltwave Ifal treat I 4 sOs CURVE 7418 Pi sin (10r17h-A4 10 - 1 [13' 4,1" (,I 3 43' 179" 1 : y5 US - (HI4 04 R - ( 541' S11 RE STA- - ((t(n1H7 59 PI 5/A. - (f1l(r/1 4+ ROADIE 4 Y PLAN r2) SHEET NU *o%1C f!!f baor ZLs 1`+ li ll Ns PIPIPliiValt a- 1131Pir_At LL,11- /PI Ln zolftwid ill Q yfI�R1WA 5 lIIx -' SW rN� 11111I / CPN5O LRAPTr 1. AII rr.,. r5 N,J 14111JP LIANN11 N 11,1.11 WON 11RBri1 fx,7!!1C N.4N Orr 50. ?8 0O RI EXIST NEW IONE STA. 1107+21.82 ft6END IIARRUNI'ATIuN OUTSIDE WV/ 1711110)6 6 RESURrAf INE Dr) ECI ABLE WARNINGS $ (LIS5L 5tr 51u/ILe rf1NEf! DR ILL CYII1 RI tAININl, Wntl H 4h �i H.1111,1 IY1a1' N/W lint Lt111 0, EVIL END MILLING AND RESURFACING TA.202t75Th? BEGIN E,1151 nut! AND ,'I1rt tr., REMAIN `u8St 56 tf Y ]0' PIPE CoL51 ;/ if IW Jg' 1.1A ll51, N 1T of. LT PIPE F X)57 PILE( ANIJ r4.PI to 1.14.11N Ve510N5 .0451 a+ 11 III s 1'5' PIPE If 1Eh01R AR4173 Df1 AILS exIS! RAW IINf Ex157NA5.f1N1 [XIS) Nr1 LINE 9 CONS1 SW Worm NIgFN JAR 1 END PULLING AND RESURFACING 1 STA. 302-r45.00 r1 LEVI. Ohl t11ANN7! tags, a 07 Ur 3U' ('i s' FACE 01 I:UTA/1E40 LAP ]1r1 f1UY,s,f0U BEGIN MILLING AND RESURFACING STA. 200485.00 ni1N,1 01R 1 5tt It NdtrR_ 4E P1+EV Oat 1A51w1 N1 4n11) 111, 01- Vhl,t PROP SAY 1110 F{1a1 I1'IV 14NT p 50ME4 SIP ad ' 41' 111 t SR 968/SW 1 STREET\ ff Nk 1h'1, rt EA 57k,,, ills —' trm00 tr111 u1 uY IYf A'4 i 1'El'kU 0 40 m Fret f s(•+1 Pevf ._ 1 " ,.. )f OUf sIIFA{I ! AP �_ MOW ME I Iru•yJ es 'Nfl itl- 1!'k r // (,1 4 A Pl4f 'iIk NIYt ! 4I51. WnR! ANN ✓IP! BEGIN MILLING AND RESURFACING STA. 300+45.00 1.40,1 S7DH.w[flt- r-,1'/ s I. R. 41 14 4* hdl'111! W� Cukvt- OAF CLI CURVE OATA 11(SRVR 1' CURVE DATA 0INRvf4 1 C0141,1 11rlfA 0)7 1'1 St - 1107+76 64 P1 51A = 201156 87 PI SIA - 301J0S 20 PI S1A - 1)1?!s8 12 .. 7. 03' 41' IIrI h = 14" 55' 43" ILT, d - 1' 42' 41" IRTI a - G 58' lu" IRT1 0 - 3" 43' (19" 5 = 1$" (15' S5" 18.25 it • T)' 3,'" 1 - S5 US I 3Y.35 I = 119 49 04 i = l85.03 1 -lid )( t - I.Y/ u1 1)4 ylU R .540 SD k 300, UO BEIUU. VU 11 - 1.5i1 SU e NC PC STA G+81 54 PC STA = 10 fvf7 52 P 54A - 100E45.71 YC 9fA - If1I+R4 tin YT S1A = 110' 71 .P5 YI STA - 204.95 77 Y S7a _ 31L .94 67 PC SfA - 1113.51 G) FSCRIPTIDN DATE DESCRIPTION HARDESTY b HANGOVER, tic Lel llficale of Puritan A 29/41 11U0 Sawgrass Eor1 Pkwy, Suite 544 5NI,1,5.1, rlor,dd 37373 Tn1. 19541 835 YIN Faa, I554) 0359130 Fngin1er W Retold: Tummy L Fulton, PE 14.5 License Na. 37732 .5'77i7&' op h'7.I1NS1+,4 1)F:NANTHE.V'f' nF"PNA:1A'ln +R7'AT t11.v ROAD N0. CD NTT Er AXIAL PROJECT ID 968 MOW-DADE 434407-f-S7 OF ROADWAY PLAN f31 5H6E1 NO INF FIFO AuhrOC F![F Walrattr StGIFC MO 0 ID 40 Feet Eulu uA A1W LINL Etlf+t VAN:wlfnf — PUBLIC PARKING 11I RI I APIINL WAI1 f Nf. t UNt HI'I f AMERIC A LO T UNO HNI(IUE NAIL NF.fN (9 *Vy Y)dI Wdll C 6.5 rag; NF UIN Slil I,U IJ ARNItR li ill .40 Ull i971i1 I� 5;A I IIhr14 auu.:N.I4 Lf r N595, 2a 09 Lr IUNSI ') Lr —1 r" Pfnr 7'7 A SCON IV TRANS, TO 71 Pr Tr C 6 o a,1 J s: I'i MPA LOT 14 I,r : 1 PI:r gEUIN Pfn ctHIAN R, f. r 19 8 sP f CISf Irf. A,W PpUP !)NE Y' NfnWE€•f>f fNIFI E UST glee VE i.0 PIPE llx l eV LE LiNf NISC AS PIIAI I CONS' 2A LLk' Ur 01" PtrE <LIYrt ?' (- NI 5w,., Or ?4I•IPf coAsr ?nip if 3E IN PIPE i.IN11 ell Lf .-f le Pill 101I51 Hk IAINfNIi tI, pE7 Ih14r, Wyl W Irl l'!,, MA1111+r 1' A•' t A.Clk NI, wED AAILIN. 1•. Ut• Il JS IV' Esfif Ar11 LINE .tlf ' �,�`/' � • % r�/ ' '' x /%/+Cf1 P , /ll!/ 't O C:‘e,]NC 1 ! r / �.._. r03 �.-=�._= ` - !!PN • turSl Jp Lf � L4 11 t l MC LIAI1? CVAi1 V-• M1r �L•.4,P f . A.I. Sit 1111VEWAI It/ AIL OF f!P 1.1Pt 1 RIYLItlAI 03 h xAIER ,AL L rNSt f/ Lf c . )114 .{1 pJ iv G[rtlPf„€ Y nAl1-1911 [": 4S 1I SUNYES 4A!ItiN- ] s SR46$/SW J SrR�`T ll71 W I I � 4 -UIIE SIf1NN rUNVL Ln � RIGIO rar Ct: �� _ H .�Ir.rrr..sk LJNSI 349 LF Pt JN' PfPE . N a) Im :6-f y; [UNff SA Witl . rtirKl ±J±LF OF aA' PIPE Ln h Ly ... .• - r rJNi SW. - 11I Aug.A. _. - __ - - -- -'AArV - - a art', - - 2 z s.o J Si.+ _ ._Y ..._ ` -. _. � ' •: r — - — - ---�- - --� t, x1 L,o I, . IAA Prnf Mil 'Li..������ffffffjjjjjj'''''' MIP/IPEPE�� y.a 1 �� Y IF ` w f r % +•F it F Y` RUA A/W tJNF R �� ! .. kN1I HIr — — lf IN'F1S, WN )� 1k t II ..,.. .�.. ,.., ... .. ... '... 5 lU .... .. ... n ..• _.� .., - II 3 N,f4 I1NSVf61 wH ♦AS fliP ffi'k r ,ny t 1•)t? E1151 PIPE— ENO APPROACH SLAB 1 .t.,,c I.I,N51 r tope sled,,, . L NCI r .. son LA11r L pw LIME FRO S I A. I l l z-)-i18 17 AEN NE f tfl7 MPA LOT15 J- N 54,1r FAI ! w/w r lflt - ICI ?4)jV NVrfNllf CUNV NEI AININ, S1Ati ♦p5 NI, .^wrY AI NF•f.'V' 1 1'ILI Y11V -�+ WWI PFH itAN1NI Nll ♦Irly l,l N,IAH11 Al rr{P 1ppt,E 'd FFfr � �/� Y,.1! I ^i eq Irl old fir ACNE !V k IN SfILL1N_ Ndif NIEAbY.1i4 /l r0 11' 1'.:U t4, .'1, 1r1 Al 0JU _NOU RT BOX VAT SE F STORAGE LEI.f NI) F. Rf1r L/A 0/11 LINE r�7�r,/,1 fIAAFfi]Nl: Al ION UU751DI Hlw - . L'!.3 nn l ! 04.: n NE SUHF ti I Ny COAVE DATA CL1 PI SIA = IIl.1/58 22 ■ AAA Irtldurc WAIINING4 l , e = ff' 5a' JO" f Rrl . T = N3 L1 L = IV I++ R = I.51T 50 PC $IA = 71 f(tn. 59 Pr Si = f11lrSI NI e - Nt pFVI IONS 4441DE57Y 6 HANDVER. LLC C0110.1[010 o! AUlhnl!VJ111'IP M ZN191 IUUU Saw9r'4ss CoIP HAw Y. Suide 5N4 Sum 115 19 fax Su ose. arr N11N fax. fN59) a35 9f3U ENIJIneef of Rernfd: rummy L E.NI4U1f. PE. P.E. LIE rllsn Nu J9792 .17.97H 1111 NLI)K81.1,1 U1i1'.11HTNliAT IIN 7761.S.1" fv,X'r,4'f' Ir r.'V fpy`r�Yt QQ ff�� 11Ir l Y PLAN ROADIV.4 ` LALVI C�1 SHEET NI] II IF OF 5(N1VILDN 0A?'F nr srAiRrION ROAD NO COL IN?I' 7INANCIAi PAOILCT IO 960 MIAMI-OAl7E 42440141.51.01 AMC rut ar611a4 !N RECORD OF TPiS SnEET 15 ?ME S 116-6 2A-0" I A I MATCH LIME STA. 1118+4000 PUBLIC PARKING EAIST RV (JAI r ir,a5f Cuxr swn NO 4=..i" Y ` ILu 0 Jn 40 WA w c4 f5ir MIII JIUG ANQ RESURFACING Feet ry ,3,5 SI A. 31+60.00 JACK THOMAS REACTOR, INC. BANK OF AMERICA Jm1' tIFF •f' ,. r. STA in. la. 79 MAT, H F II, END RECONSTRUCTION END PGL BEGIN MILLING & RESURFACING CONST. SR 9Ei8 � ; w nD r,''I' f r 'f.. 3rv,al. a6. 5JJ. 1r . END PROJECT - END CONSTRUCTION MATCH EXISTING PAVEMENT ELEVATION r A. 1 ! ! 9+4rI.1rc1 E krSr ww RH& Exp.( HkuA Iv y6sf 6"ROW L*NI9E11'AA 6xfil !v,•r IR RkxA1N .1,44 wf R,V1,r LDAS' Lila u(alb). aA III 1'!Pf y 'q1 !(�+�� j 1 i srr CONST. SR 9. Ihy. _ a yl M' r4110 i ij 5 \'2l 0. x1 r0 11t1 ',-�l � .2R to IR R I ,I1 o 1 J! Ili f1 r Nu <I -tS Ttt%t%'-NQ STA. 0k7M1WI `-+ _. .. .... Air avers \ y. 5'] r `i r F Mil Al ff Y l. of 74- PfPI fe 5 7 Ii``� I., SEE ONI5EWAY 0.1 �.lr .§ 1 .; ' S4AVEr ]N R6N - 1,4 ,[+' NL ti_ _ 6' r 1 r 1 T4aj.,0]M.9 w ••'I' SR 968/SW 1 STREET .�� ,.f H-` r Co sT SR uoe vci - r YAT',5` �. . . 451• i•rP xis!'Plr'r (a x r , 0. TrPY 6 C 6 6-y A54.0 Cur LINE V cu. 7471.11. 45 -„ Hr .. -.. .. = ,� STATION EQUATION $ SURVEY SR 9EFi y STA_ 119+80.03 = 1 / . 5.NSl 13 E ,�, • I Alsd Arw 111, (WO !9'6 ,{F, k. 71 hF E PHI- ._d• F 'l+ - -- - - R !0 ROMP. I.E. _ N ,4a Vl LAIsr 1a.i Anw Ift.E 26'.5 IT C DNS, 4-1.1,i1. 51YI( — PIPE 3 - k E,1ST L,AH!wrl.RE ae.5 Pu'f FIr H[ anfv PUBLIC PARKING fwn nFF 6' 1 a c f RONST SR :n0 AOE Exrsd Raw tERE y j 1 �� --- R I 4 `' -•' /'( .r. Y r T fk CONST. SR 968 ; STA. 1119+78.72 PUBLIC PARKING STATION EQUATION 5Adi6O61 PAi ivN rll:T5r0E NOVCONST_ SR 9G8 d ' STA. 1 ! 19+87.52. 1.3' RT BACK = t STA. 400+00 00 AHEAD mum., o- xt 5aRf 4C lwl� r .,, ■ PI (FI TAPJE w4RN/sG} flFG!N MILLING AND RESURFACING STA. 8+40.00 HkvI SJDN-•. fIARDESTY 6 HANLiVER, LiC C.., trfitide of A11111o11.,110n N 29/4I 100a Sawyrass Carp, PFwy. Swge 5,4 ]rl, rl,5f. Florida 33373 Ir;. (9541 x35 VN9 Fax. (9541 855 9130 kny,nee, of Retold. 0oo,osy 5- f5110.. PE. PE L.. roar Nu 3/177 S IA rb.' 4'P• PLOR.TIki 7 1MP41('I:tIF.'.\"1'fIF'7A.\.5'!�l lfr'!'A 7'if l:\' ` ■ ,I ,gyp d t! RO -An �S . r PL..-AN J SHEET NO. DaTF M.Sc.f I•T InN Darr nrs`ArAf 11)fJ AOpn N0. COFJNTY FINANC!A! PRO) J6 Ma M(AM,-OAL)E 424407.1.524n CTW74'IC EIiE 01v11A11Y SPGU 1(1 2,8 M I alp" SaN,. FRow 18" 0(02- 23" PIPE U S' 1 STA. 11011r9112 A.42. Pr) (=ON57. ;niter i1P7 0 INf303 NO. 3C)5 zn Ft (15.40 LT. Ft (•1f.66 AM ,VM EL I--'T40 vvll pl 7" STEE, (CAS)' 5TA. 1004.42. 11. 15,57' R7-. vi 108 EL 2.58 - VISI GINS Dare SE3IVTlON 0370 nl: S(RI8I1AN 3 57—A 110,i,3800 (22.12' I. T). CpN57. INLET TYRE 5 1(PF7 No 200, 211 FI I. 98 87 TO T w 8--., ��-)8" PIPE' • BU1-TO0: EL ',(•)5 90 : I t vv Il )A" FIRE.. 70" SAN 41008 t035 SEENEEED 04)V E4. Y., PC LICENSE N080(R 64047 00A EaYmr. ,Ng. IIu 15450 NEW LIAIIN SINEW S(E 304 MIAMI LAK£S. £I 3(014 CEH11£ICAIE 0) At1111081!A0ION 44- f 1101+03.32 \5_7� STA: 1100+48.00 (23.47' RT) CON51.:5NLLI I (Rt 71 1NO6X NO. 200, 2r1 - FL (-(410 Lr. FL r-1r.00 AN • BOTTOM E! (-(6,10 N'71i'l'h' 1)5 51,,1x11,.a Dli 1' iNTM12,VT )38' YH,i.vsI'(rkf41'Y( In' Dan No ()UN £INAN(IAJ YR0)1('I (0 SR 968 KIAml-OADE 424407-1.52.01 110Qt18.00 SCALE Viz ),tal rLticw DRAINAGE 8 TR'LT('Ttil?ES SHEET NO SEALED INOE s rr 1�II Jy (ss� INDEX tiRRIE w AAL 31U1P 232,n2N lF1EP1 II D 1F1" PIPE- TP' NI iM DUTT4 '; EL MISS ID" SAN (5-3: 1 702++0.00 aI : 1 FRPM 259 a m C5 5fA. 1102+03.OD l2910 LE) - + - IFYf ,-I$" AIRS ININ J10' SAN.. F1 iut HUT �1 fX Su NLi6'K200, 211 5.20 Hf 1 um EL 1-17 20 ) I YP J (s,' II IL, I 0 _ _ .. SCALE — E 31 P 'VtErl/T;iCZaCrt HE 1,5I UN, MDNAMMAD SNAM1L tk 4vkL. /.. P£. LICENSE NIIMIJ-4 644.0 RUH Eltblrlr v+,IV. !,a 1345J NEW JAIdN 40AJJ SIE IJJ MIAW LAIrk 5 II 3lt -, CO. IFIL Ai, G. AJr Ny.HilArIJN A;li N1:417i 111 1.1.II11I1ki I1E1,.41?T,14FV1° e12 TA. CV,' IV NRT.iTir 0.' DRAMA 8 TR UCTLTRE8 ,,Ifkkf fau DAFE DESERlPTIDE DATE I,PSI HIM InN HDAn nr [UUNIV I!NS.,Ar IHUIL ('1 IIi 5Q 968 MIAMf-DADS 42.4401 f.S2-Df • - In y rAi t a ail„ 4 4 L 3r^ Tu 6f u� PIPE--b N .. y J a---------- re^ 'rrP {` ice` I'i! ■ 2 T Ln -1 rainM l {5 _'rd 1 EIMMI {S-76A) '1-18' PIPE (..S ST CO. 14 1183.47 DO f1.t8F' ST. MH TYPE t-8 RI') t_3.AJ 1103+47.00 - 82)I - _ RROMI '-7J' .\ PJPt INf !Oh FL 80 F.r N4 2(4), All 81: 7.81 -J2SO AH. 8K. RT TOM FL 114 9O !T 1A II 24 SCALE = y2 H4Y"izQ 11tai Ht VISIONS MJrvAM01AMae 0 alaJ r'er�eL. Y.G. PF 11CIN5R N1jMN1"R DMIAJ HI}H k,tley. liu 115q IV!LY q}RM hIIU 5F !L^: 3,41.141 IARtS 11 4leis CHO IF1i AIL. 00 AOIHOPOIAl!ON .:I} .4'_/'.i'!'h' rlh' x1.flXll 4,i WITIN/ NEAT rIr rrr.iAsr•rlxrdrrrin' DRAINAGE SIYLC1 (1S r SHEET N4. DATE Of,R,WrION pATF 44.8(818111,N HOAtNU [ UU.NIT ! IN,NIlpl 1HGII L f I} SR 94B MIAMI TIApB 424407.1 32.C1 r ^--41,1N 1 .1, 16 14 11 - . 3 d STA rnMc! 1103r.2200 (739' 4411 I 1 P1 I44 LTI 10 8 `la l ❑ y, 6i-Y_0-Ai AL7 R(M MILE. 10 FL Ft ( 1)6I i L 4.11.44LP LL 991 Nk1. 2UU , 25! ?1V tl 114U Alf, AT F 1VEL (I4.90 .- 3 5 OM d) a - I W. -" - -_ ❑ S �_� FS6�`}...... • 4 W I4 I S 5!�\\ J • i8•PPT 51 A. 11033-82 00 1 LONS T. OBI Pr44 !NILEN N37 104, GRATE FI -55 FL(/0 is It 33 84' R 1 1 1. t32 - - 1 I L. /+I I U' a H l ,o4A7F fL TA. 11U3 B2Oo 13 ANSI , WA 1 Pk PNUEX NO 2338, 1. EL 3.2.5 U.SU LT AOTT UM EL } lt_5U .77' LT) 113- - 2 Cs •>) _. 'S7A 11.33387. ( 0N51 SHOE I1 041 PIPE GO INLET i NO. 200. Li. RI IP125' TPr 21I . 3 . L't P.5 .+ ]' PIPE �S 7U" PIPE.r.H I FA LAP PIPE _ O STA. n03o47100 CONST. 1N M 1NI)kx An r nnl Pr T-rT7T fV0.15HT I CT TMPE P•5 tUO. 111 1Ar -- . (S-5) *6A1 10 12 LAM lira tl l JJ.OV 5 -., FL 190 AN r} FL 1 )0 JO FL 1'1779 SOTTON7 E. Cr , ON. .LT f 1•1.70 �6 11O3+82f1O 1 . 110 wJ .4:r a .. I 21. SCALE }} = '7' Horizcvntaf AL V IA!(N] 10IrAMAr4U Skindtu 1MYkZ. At p7 11[T4Sf M+MR&AYo4oJi MDR knynw-iv+np. 1•x. ISs]G NkW WAN ROAD 5FE 1aY4 MIAMI LAK(S. IL I (t Nlllld Al! Or Al, 1)prll/ANON E.!! Sri R.4.4411f14i Fi,Yf'iNTJ1P.\ 1 l/h"137A.\:�'NI+k7:1 T3La�\' rr ��ss 1 rr�pIrk� l tiff v II / Ly [, 15�+4.3.[t iV-IL IJI: Sly 4�L'TL-1? /�,% `1 NO 11a1F DE4rRlPTLON - 0,TE 9T]{R1PI!(Iu RVal1 NV <1.unr+ IINANi iy rw(+R(1 10 SR 952 M1AMI•17A0E 424407-1.52•91 LI BONE[ MO StA.EG WNaf; -r 2v 22 211 IR ID a -I r13y IJ.JI,„ j le 1 ja 12 R , 18` IMPL J I 6 - - 15-7 :TA. 1105,8 0 fI" 0 T `(N BARRIER WALL NREA WO '00. 291 .I 9.80 RT !OTT{JM FL 7 9(i 18- P1fiE-. 90. LT) INLET , 719 ♦ L ' a --n — I K.a yT�1J5+al CONS, INAER I-L 9o" NUII tN9 - DU P19.9e- R'J UARRPCR WALL tNLLT NU .UU. 991 . 2i DR. LI fl 444 f 7 u - ' 3(1. PIPE- (57) 15-81 6 I 1 tI5+IQ 00 SCALE f:: a i'P4/NlfltarlCall '-izQntat RL !}f[N} M0HANNAD SNAHLp FLfftitL. P VF Llf`ENSE NUMBER Saga: HDR E.yt.e. �y fry 15.I30 Nov 0001 ROAD SU 3ua AL1.1.11 LAKES. IL 3.101. ClRl I,ACM k OF Au.NDAllAlrow ea(a . 1'.1 Th' tlh' h7 OR10,4 !!k'N..Rr' '.\!`Ifh'9N:{.1:1'YLk i:,Tlt IA'SHEET n INry DR.4INAGE .LI TR UC'17'1.1?E S NO DAff O€iCR1PT(ON DATE tft5(A(i11f �N HOAR NU (UNH1,, - I MOIL MI PAIDECI ID SR 968 MIAMI-DADE 424407.1.524N 2.1 22 , - - 1111 p I Il '-18" 81PF "-NI0/ I/.O , [1.f F 574, LON 1NUE €1 1- ! 0011010 I1141 Q.8P 119.8T T 0A/7NIFIR WAIL. NO. 200. 201 . 10 IT .EL. 10.10 Ti INR FT 19 e 1, STA 1114f00;00 f'1N4T 0A0H11:'. INDEX NO 390. Ft N220 or our rum Ff 70 I9,97 CTl WALL INRLT 201. 119 J a 1) 0r 5AN 10' PIPE (5.13 -, ) ' SCALE ? i= 5 ' Horizontal VL'7i,c i .C-0 NoriAM9i,19 5n$0t), 0E106E1. I•e PE OCT fi4047 HIM k0000.,,l,l„l 1,i, 5409 NLIV 0.111N HIIAD STE 70J Aryl [ARE 5. Il 1101.1 L001010A1t 741 aJ1HJ011AI111N A211 .11'111i 11. 1.1.1/A10.4 111;N'. 1let '.Ill:,\'1'11/, 17,' 1.\:P1'7'kfi7'17 09 /,y q !�, G ry�q� r / / pp E, [ DR I `2AGill, Ei 8 RVCY'LT Ea) DRAINAGE SHEET NO DATE DE 900lPTION 0t5(11111f 1'IN POAI] N(1 CuvNII )1.N.An'['IAI 1'8O1![ i IlY 50 968 MIAMI 17140E 424407.1 52.01 18. $0 11) 8 1_1 0497. 116S 4 ' 41e DESCRIPTION DATE DESCAlp110N 18 P1PE- 10z9-0 . STA. 1115O80.00 (79.97' AT/ COMS'. OARFIER WALL INLET 7N0ix 90 7UU. I01 , 7l9 FL500 LT BUTT0N157 80) 14014AMII4U SI1A0-1k 11 100198. Y.k A[. LICFNgE NUM1519 44041 HOR Frr91.4rll9, 01. 1'JSO NttN LtAVIN nUdU Sre IfIJ SIMM, 1AAk5- 41 5 . (4010-1, 41 U1 4121401114411051 4219 '.115 f1lr 1,Ltlk7184 111iP487 '41i \f' ROAD NU CUUMIY 1.4Nf'14! I'HUIF['I I11 5R 968 MIAMI-DAOE 424407-7.52.01 SCALE 1115+80,VO TVCd iai'iCdliz 11' DRAINAGE STRUCTURES SMEE7 44 14.>1 ,R 866, IJ 4 4 -!0 -!4 RLVf5fONS DATE DESCRIPTION DATE DESCRIPTION 48 2 ". FROM / 41 MOHAMInf,U 5NANEL ERVEL. E,t. P,C t)CCNS0 NUM909 64041 NON Er,,,,c **9. 0, 15J60 NLW CARR 5UAO SIE .i94 M1AMI I4075, FL 31014 CE5I IFICAIE OF At11N01f11A1fON 4220 PIPE- o) '.. s 216+0000 00. 56 CO 61. P}r! TYPE 1-6 AL! A E' Uf A. 172. EX NO. 200. 20J 1 c. Ei 7(n' t4 -}2.75 PH, ffx DO TOM EL (' 14.70 Rf) ":i!'f: f11+ l'1.111E10i 11X7!48'1 ?TEAT (IF 1'H:LXI IY0H6.1 7-111N Rua. NO. C ()UN,Y f f.NANt (A1 1,1101(Cf !Re SR 968 MIAMI-DADE 424407.152-0! SCALE :34 15-16 11164-0 0VooLI/zInta1 0 00 I�R44'WAGE 4 T R UCTURE 5 SHEET NO. 5 7ME E-EC7AbbIC f I ! t't ` -1/H0 IA' S'J5A P(PF 7 1 7— .717 1 ` ' , CO IN 11 v, I11G+10 00 130 on ST GVT rER INLC 0 NO 200, 2,1 .30 OK, An riu, Ir E]n I. r - TYPE V nr YIPS- _liEP FROM (; t_ S 1)• I... r1rE I - `5-1/ --I r 1 16+ I 0.00 IN SCALE' 11 1' a'Vcrfr ' Horn 1rt,31 ag I 'u YW ,U J, KR p..1 14, MOflAMAMD SN4+R0 PERFF1. PE HI FICENSE ofg, PA dJOd7 HIY„yiu�•.v„iy, Iriz 1l.15U NEW OANN ;DAD 5TE 304 wamr [4KE 5, r l E 101.1 I. EP, oNNIE DE AVIVJRI,A11JN.11i .NY:i. fYf fEF MINPHk? flh'Y'iifT.�f1:'.i'T'tD1'•T'k•i.�:1'fN Ik7:{Tll r,\' dT T� q IN. ry E� ,y) A�1N GE4�4 R tre71JRF 5 )NEST NO DATE DESCRIPTION 0hTE DESCRIPTION POW; NO T-- CWNIY I l04M1 V41 1'NOI/L r 111 SR 968 MIMII.DADE 4244074-52.01 API / !8 Ili la 4 3 Q B - :',Vs. ` 18 PIPE I w y .L.�j L Ir w L u STA CON INNFX Ft -1 BUT 1116.9000129,25 iT INLET TTPF P NO. 200 . 211 20 AN. 8A UM EC 2.20 LT 5 2 11 I5i-40.00 SCALE ;';_ %2' I HOz I1Cdl u�l�fflla9 Nt V15fOM5 MOHAMNAP SHAH.) PI:NVk2. I. FF LICENSE NUMBER 6-1047 NOM kNy, 1$,IIN Ma PSaSV NtW tlNM0A0 Sft iB4 MIAMI IAMfi Rf A101.1 CANIIIIL All OF MAN00011km Atli .1Tl%h" (PM h'f (IHllt4 REP 6'THN.AT (M' T12.i. 1,1tIMT-tTET6V DR AN4Gj� y7 TRL.F`' (TRES fNEET NO GATE DESCRIPTION - OSTE Dt Sc NRPfftN ROAD MO WON" IIM,:NI fAI ,'N(lHL l hi SA 468 M0AM1,0A0E 4242011.52,01 111 10 5 HE VISIONS 6VF1C19 a" C! (SAN $TA. 117+i 0 SURVEY T ARY1 21, 4.74' HT, r vl• 04 5,44 050820 4" CI IWA7 FR. SI A, 1I2+3/ 11,. 5.65' LI, 10 SURVEY, IOU Li 1,O] CI> TA' 1117I 30.1J0 f,79 40115T. .INLET TYP NM)! NU. 255 2 FL 2.30 FT 1 UTTUM EL 030 PATE 0E.5CRIRT!ON DATE DESCRIPTION lug [' 1 T1. P74 . PIP TO 4 F0554 S MONAMAIAU SHAnEO AkNV!L. 5k. P.E. li[0Nsk NUMrs(R 64047 AIM knyrrrccrr'ry. Irrl 15450 NGW NAItN R2all SIt }f14 MIAwI rA is 1 AA; [tNII1Ir:Ait 0kAru1NOR11Ar10N 4211 — v -9 Farh\1 N 18' PIPE-. i 19' vfur-- (5-io) STA 1117,36.68 ((9.93' Ai) 60515T. BARR ER WALL INLET INOEX-. NV. 2C1,. 201 , 219 FL 2,40 AM. IT BVTTUM EI 040 - / 18" PIY} S .ti. S'1'.11'F. 111% 1+1 flk711A flli114 MT.11i\'T''5 7Tf.4.\3'1'r+F; 1'.4 TWA' Ii1A11 NU COD"IY I514511AI 7R9.)FCf 111 SR 968 MIAMI-DADE 424407-1-52.0I .ge,M SCALE 'VOPtgz,1? ' 4 nnrt DRAINAGE .hTRLL'TURE$ SHSET Np 18 18 . 11 10 rlrr �pp fiC ri yam- 8/? FROM • STA 111E+00.00'. (29.25' in CONSI. ;Nu) y rFL F'S IN1) X Nv. .200 211 €L _.10 Ali, 8k 8177'Oh4 El: 1.50 A^ of . -24 PIPE rlrr 15 II j STA. )18,0800 (70.25' F7) LI11V1 INLET IVPi P-s 1NUEX NO, 200 . 211 PL 416 LIK 8J77UM EL 2.10 (5-2) 11T2Tfncr-pr. SCALE i).ve°l attar DATE V171ON OF i(P)P7)0N DATE CESCNIPr11) 140r1.AMMA1 SHNitr) PEKYEG. P.t PE. r!CENSE NUMBER 640s7 MLR EnrPen i Ing, Irk 4S1 0 NLW NARK NUAO SEE 304 MIANI SARI 11 ldells CPNr lrlIA11 OP µNINANiLAlNN 4:11 .Y'.'.41Ti t4 44,4 XT1�a 14R'1' 1R1.'1P:.7) 1 (!P"f'W 1.V..,1 1).r.4'11147V OA)) NU UWV e INANC lAI '.1100 L 1 1D 5A 968 MIAM1 DADE 4244071.52.01 DH-41N.-AGE STRUL'TUKE SHEET NO _- ____ �� EX 1ST- 18 16 !q - 12 10. - $ a 1 4 n 4.1 (f' f-F, � STA. 1118n45.J4 CUN5I COS (`OFF DRAINAGE TOP tL934 FL 400 0N, GOT tom EL f32,?8' IT) STRUCTURF 48' f1 OFfAII]) 4T - -1416 1 4) ; . YIPF •'OVC AET d z ' L wu ¢ w � ~ 9 L [ - it r�—'L'C ��•.Iff 1-8UX NO. 9U6 AN. OM EL 4,I:i11i • 03.44' TYPE (1.X6) 200. 201 OK (•)450 1(:Af117N Lk1T i RT) j.. 1.5 411. SYA 1118L4560 HEOUINELI PIYC 2 0 1) )1. eOATS'-")61 Al E !NOE' RIM 6l 2.1' PEPt /� FL 1 1.5f1 ODI T FIELL+ TO LCCAOL 4P- Pl"F-.' l $-i4" ►(PF ... FROM . � - V TO C4_I b; (S-ILA) (S-20 1118+ 5.00 SCALE — 5'Yl 1` = 3 Nn11`11ri 1C�]!zpntaf — 1 r.G HJ 11 I FL YISR NS 11EHAMAIAU SR4Hku Ak0LEL. rvt A f!CENSE AIVER p' '/ CWAIVER 0 , EmJ.w.,,w N 1,n ISASO NLW BARN RIIAD STE Ara 041A041 LAKES. If t101-1 ("LW IL I.AIE G> MEI How.E Atli]N A:IJ - )' (. eq. ,.1 flfltf+: 1 flri f'i8'1+1'^' V\'1'r•F'7X.5N.+Tv lh fi'f'df+A' ' T� fC �, r �/+ .CST T I�/\.�>'C1 "Yai tlL �l f RITL'1 UHF4 $ltf E7 NV DATE DESCR/PTIUN D Di WEEPER -IN r�(f�11 hU [,JP"�,. f INA1lt lAl f't�i �ei5 f fi> 5R 9G8 Ml AT41.DAUE 424407-15101 AL FE:OFD of 1 1a b 4' - el (WATER) 1 qn, 0 t0j, b as I r �Ivv11021 11 0 I Es,st. Fence C. ,sl. R/W ar Iryi r4 7P '1PE SOO/ErI . U EL u -IS (p 5 18- PIPt 9.03- 7U .'7� S v w ¢ F Exrst. Fence b 11 T�1 SA C[110f7 rfJt15 -}`I .0 1 I119+2400 129 25' 1NLE1 7YPE P hla 7p0 50 - LT1 5 1 0 STA, CUHS1. L ' 11191-24.0[ lNLE1 110.31' PiT1, IYPE P-5 - -r 0OT 50 AH rOM EL 2,$0 HOVEA-Nd. 3.M FI 4 50' AH HOTTUM EL 2. 211 i0 1 211 `5 2') 1 a ULo-2- AO SCALE jj == 1' 1 VH{°P6[Ii1'1 y17'CC}}117t.31 NLN151t Ns ,1)1-fAMFrAII S.M. PENV k2. Pk PE ,IC, NSC MAW, GaGJ7 e Lw r�nn noAu srE Ina !Sylll Nylli, 1,11Iy. uI, ..., I MI \ , I I nuJ 11, AIjW NUlNuxr/AIWA, PNf .1'l;47Ti r ,1, I0r.10#11,-I IIh•1,IN7117: A%' tor 'lk.1..0Ive1eP.ifl1'A' J-T []/gyp q y (� ryr!�J y ( / E! 9./-1L A 111@:T�P.Ii' �T Y it C�C7'CTRE S SI 2ET NO DATF OEtifH1PT16N OI.TE or sc r(IPl,00 /57,0l Nr. CUVNlr IIN4Nl sAt P01011 1 rf, SA 968 F1111M1.DADE 424407.1.5201 18 lu la f - y "c FXST PIPE G • F. 2'1!.', y 1 g 1 O REMAIN C iy f 1, -F3Sf. PIP1- a • II II 11 L_ II II .1 � - - 1 X5' �_j STA 1119+37 Si f3+: Mr- - PUTI 4s AT7 I u'I�'u 5-LY„) f dN51TIgMHF 51 PAF�'lAL1Qra ININ. X NO 100, PIM EL 9.54 !'11tL UHU(L iAlf 1-L!! u TYPE P-9 201 1 Sl RUCIUHC 0 18" PiPF� 1 1 -�L FROM - t — - ! L ! Mn 0,1, N] INI>EX NO. 100.0.11 RIM FL 9.37 4URFano RDRILuL Ek15- PI FIFIn 9FRIFPCAT17N TO LOCATE ExST NI I HY Y A 10-PIPE- STRUCTURE 15 RFDUIRED P1PF5 - �' 5 17) wo l!LW rn Arrox fO Wt. ATE EX51. 15 RC.WMeu PIPES ,q.=81 (S-aa} SCALE f 3�'VC111CJI 11191J7.51 HD!'1Z "ta! REV! l.NS 5.I01401000 lHAHhL Ykavk.0 a k !'€ fIcrNSC NM 1.0la 6ao-T HIM klIg111,1,1 , l:I: 15,0 NW I.O=HNER HO 5T€ 304 M1I1Ah0 LAAtb 11 11W4 1.14,11., Alt V! A1.11NO1NLAr1ON 9211 .1T.t3'li OP 1'1.1.XT1..i 11.11'. i1i'T.YIPr,'.i 111•7Wi.1'.YPfIk/'.4Tit yq^ i!q bA ! L GE DMA ILl �4 _p R L,TL'71 TR Ft' 11SEE1 NO UAIE DESCRIPTION DATE I1 5fI i?1ION If(f4I1 ND COUNIY !1NA&!Ai 1.11,1, ff IH 5R 058 M1AHI DADE .114407.1.52.01 THE GEE:CIA, RtCOAC `_¢ SL•Pi EY • 4 1TTEr!I 411,[a ls+ 16 I ! _ III - _ tR11M A /1 L ! '., - ', i dB" P)PE^... T. I }�+,1 1 Y!1 L .. D . - - rt jl STA, 3111.41.16 C: r1MST 1 BUI IUM INDEX R1M EC El 1-1650 HOITUM (NT1 M1 TYPE J-8. If PIA. NO. 200. 20) ?J4 Ak. IT €1 f-1856 -ti .H rX(if ., . -`— 1/ M ) �/ . 1 -1z i1161U" Y1)6 (5-12v) 30 ! +-10.16 r SCALE i'l' �1 HOriz nta1 VD 0r v y - - al lltvl0KLN5 Ne1NANAINY SNAHto Pt.. EL. Et PE I IYEN6r MINNEN 54047 HOD tn'lrntNerw. or I5d5J NM &AM NOAD Ert 3,0 NINF1l levAt S, el Ilrlr-I Ch. It 1,11 rt W AIr1.1. H,11l lyw 4,3 AS'I'.41'6 r11+ 1'?l kllr:l 11M1'. HT+IF.V(' 11!"IYf.1-\:SDCNST1T1Ii-V pp ��jja INAI G >> r / /+ Xf��L i DRAT ` AIO y9 RLT�t'T rft'E Nrrtet MCI NE1E Ofsr#IPr1Ot1 DATE MEEEIPININ 110ED NO COLD!!Y !IMAM /Al ENO1kl I CD SR 958 MIAMI.DADE 424J01-P-52.01 - Ifi `Q iURYFY .Yl r .xuli1J RINFR !NI I A I r I - _ - I- I _ _- alai _.I 11 I. - 1_ � 6 1 (s t. sra :otltt 1 801 1N4366 I L.) L I L.I •1 FL1 11 ..1)04-6 ezJ1° RI ANI E l e OM 6' 014 NO 700, /07 2.53 • ]O L3K • .5U N1 .1 �� ` 4 _ q• I N!!POSPII Yfr r e A! ,N -----�.-.r,-1 f 4 +. . --- ] eV -12 PfPE ~-an" 1fi 18 :IA" PIN, 'r 7O , Si 1 (} 112411 1 5-12 t SCALE 1] a' . p' i1Ol'I!Qn1.( Vu .J i) •J .11 1160/Sf[ NS AlON-+N AA0 SHAn1U Y[n461. 01 PE //LENS£ Na.1Nn1'N 64041 ODA Ele,A,,,, eeeY, lr/t 4 Sa]d NAY !SATIN HUAU SIL JUa MIAMI IAl:LS. e1 1InfA [EHl+cri Alr O1 nurnJNl/Al lax a.IJ -e'!:i 1-h' IIH 1.1.e1X1104 MP -WI VENT I+H'I'H.i.RY14rH7.iT1l+:R- ,1 // y� 'C L STRUCTURES DRAINAGE y:,`�aE St EFT NLl DATE DEW -NATION - DATE CLS(gf rinN NOAO NO. CUVNII ,IMAM IA! I41a.n f'f 11! SR 968 141.011•OADE 4I44014•52•01 EC MC STALE:. ONCE 142 I g SURVEY '.Wi NUE!11 NfVf N f �± 44 12 1I r 1 1 I II,. a 1 I` i I \ 1 2 MIA, -II RfV R [ -(- Ii IAS T. — p p� 4r1 - 2 I - - �s-nr, 1 �d j5TA, 301+$TA 16.45-f91. roNST 149" PIPE HNOIIGH EIDEXHE '�- SEE SYRUCTURE L (-J7 do RT T. LT) O LANSI Coh.7 : RIM 1 I501 Ink ILL 1 SOT EOM 301+43.50 MII '-L 215 EOM G T MO 1.1.50 LT. EL fi2,45 IMYE 1?13 UTA. d00, 2E9 RT ; (-19.50, TI 4e' P1YF a -- I �40' PWE 48- YIPL-i -12 II IG Ia To i {.'AO (.5-I28) 301 + •1 (5-12e) 3C11416 i. -11 e s 120 NJ , -16 i I1 SCALE S i = `FVwtlrcj 9' ""1 ICV15f(NS Aro1lAMFrAY InAHLY Yt4Vkl, Y.k. RF. e10ENSC MIrwarR 64047 MDR *rrgrnr4•,..y_ I,• 15431 NtW HARM NUAY STE 7. 141AM! 4.41, L 5. , 11014 ck1011.4'Alk at nuI NNRI[AI ION 4.?, S7:4'1Ze W. (i.OR3f1,4 (1KNik5Ih,\ F 0IY 7R.,.V.1`('r'k7:{ritkV l�} yp 1 / r / �} ■ F�L j/I\.a�IN-4i;J� T� � Ri.iC77 rli l: 4 S1 EEf AID DATE DfSCR1PTIDN DATE DE5CR161f6N WAD NU CLAIJIM fINANCIAI PRDIEE 1111 SA 96H MIAhr10ACE 424407.1-52.01 Q SURVE IN NORTH HIVI h'.1 8 8 It . r - - - ST co AM - / eII717M Mr IL 6.0 39l+30.29 f11.55' 5! M!I IYP9 J-8 EL 115 6' (1)4. .1( NO, 100. 101 )7.50 LT, NI' IP)M EL 110.50 LI'1 - —`— . RXIST. -50-x30' PIPS TO FAUM , 5-22 11L' SCALE ]] = ?I tiO1"JZpIlf3f rtl90,11 NS MO)HAMMAD SI1AH)O M 11,L, Mk PC 11CFN5E WAWA 6.447 Mule knUM 9,4101 Ph !Siltl NUM tlNlfl WA)/ 51k .ftli M14MI 1Ara -5. II fNIIA rkle, klr,'Alk Oh Air H6110A119N 4211 ST..12'1- I/O Fl.1+H71r:i 111..`7'i NT.flh:.\'T' ',VTR 1.\:ti d•: INT,iY'Yl r,\- 7 ]//\.�1yY y���]E 5 I R LrCT4'K.F'S DRA SHRl1' NO OEICRIPTIOV Q/1fE OE5CHIMOIIIN HUill NU itrUH!r ri�ViY<IN MRQIkk P Ilk SR 933 MIhM1•DADE 4144071.5231 - - _ / 1i SOH,/Y •, 5i+U711 R1v" r,,t - - TO (-!r _-_- ---___ - .r_— 10" SAN -�II 1 _ 11 • r.; FROM \5 q� IS" PIAF- 1 i.\ l ill 0 IU' SrA, 201188.21 cdlnosI I'II't 1J8,00' ATI 1 .ru b )V 1I �.��•1 _ • j 11 11 1... 3XV HE 166M i TM W M 1'Y 1 iI I 1 I i 11 131(1, LN I AIM Fi * tFI. X1 F L 112 BUI r L1 2.16 M.I00. 201 O , 0 AN 4 EL !•14.60 o i I ' I l 7 77' SAN ( s'ia-1 2014-as.1 r' ,111 H,) . • SCALE 1 0 t 0rIZ 17Ca1 RKyr L AS NONMIIIAL sNArte0 Ier60L. Pk PE 11Cr8SE NVMNro 640J7 I!4!0 NLIY N.IRN ROAD STE 10.1 It mom CFN117M: a lk 07 NRINORIZFIION QM .11017E I1M ',L17N1704 MEP 1KT.1JEXT 1*' TR.4.7.:419.0fTIT11Y\' D11.T INA (31ES 77 V C'7'yldll.'. S' SnFt7 ()AYE OFSCRIPTJON DATE DESCRIPTION ROM) NO 001N77 7I NAN.141 7AO/FE7 1O SR 958 M1AMr.DAUE J244074-52.0r VV1106 2 PVC (UN( STA. 107i81 # OF SURVEY T17P_PL 1.)D.5 MOWN) 1, 1.13 LT-. \ ES ST. 12' PIPE- • '•re. JACKET .�# SUIlv1. r IA WIIFR A^ PVC ' STA, oh S(H)111 rervl orLir (SANITARY) 101teste. 828' L. sUHVEr - - p - _. _ - _ - - ._ _ - - _ _ _ - VV1M5 7" PVC IELE'TR1C1 T4. 101t11 e OF SURVEY - TOP F1._¢ 92 isueX 18. 1 sl' Ai �_ _ 180 11" PIPE Iu3 -_ aR \ IN ONO Or 15" _ r= I 7f j ct 1 1u 1N r _I 1 P(PEI 1 _ _ w. VIMi, \ 2' PV _ r : (ELECTRIC, , y _ e.tl.ti:. 11• 13AV LE - CONC 1ACK=T LNOEX 280 11 YIPE "..,1I. Y Iy1 PLPC .. ' 8.5,L• ` 16" W4, '\ i Jr0SAN r 1 "12 WM 11 1yy 1 15 . ' I J I I /� \ 1 5-9 20 STA. 207.0161 CONS?' Mir TYrE (NOEK Nu. MU, RIM EL 7.07 ,s f# 5L5.tv(1) I,` IOP LL I \ VVNr I1 \ 775'N^0' i3KV UE 1� SL/0841MICY - 10(7 LE , 72 UNKNOWN STA 1081011.17. f Sb 0 (-(2 rvP EL (-)227 His. Irl 18 (5.0'06.51 20! - 0.41 IA CM DUCT 1£1 140 M16' Li 788 MATERIAL (5AN2T 11.70' L7 -EYRIE) -L S • 'T1 - LVN.0 L 3!A # 1 5A- NRNOWL1 512E in ID/?75,47. 2 0 CDI SURVEY •P EL 115-36 CT (L 11 C1'MICI / • H7 / FROM ,C51..) 30. r-L0E >� — I _� / - Y1 - _ - (�5.9 2i1Z�-0i.6r1 } '—� rT FN3u Rd FL (•)10.00 LT FI (.1110 IT (I FL (r I0 90 AN " PIPE) (NW) ' 17" PIPE) 1N1 ' ! 50 --. —' — e —_-. - STA. 20206.89 10.1 COHSE. 38' PIPE RHLI(1(EAu WALL (SEE STRUL r11R£ el f 13.30 NI /7 TLIRO PLAN - - - 1 ) 1� 3o' PIP. / 30' Piet TO r, t id- srN 11 13kV BE 0 16 12M . 1' WM 1 ,1 ,5 l 1 1 I . 1 (� I �S 1'al 51 ]3KV SG SIA C IN57.OL TUP Fi , FRfiM . i 3JI•� 01+02LA OM8P mu TYPE0re ( 0 MO. 200 , (7.1 =L 749 # )A Ir AT 10 (1 PI AI ` - (5 )!N) 1. 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'-19" — PIPE — (s-za 297+85 o 'JO il )1J :4, .41 - - 4 SCALE L' a 5 M ,7' Hari z otai VrI ricai FLV(. 10.5 relelnPIA1.1G (2AKcu VLH7l/, H L. ne (ux (404J Md. firy Nw�E+nql•x 15+50 WIN LIAHN 111,10 Sr, v!• 1•11ANI 0 t5. 0 13914 C211,III Alt 61 Lb1 koF18A1 ION ale STAM uP 61 222,1N.4 flh"i+:iKT.Vh'.\'1'EN' i'N.1.\:Yi'(Yk'1:i T(f G\ DR,3LiV4GGE S7WL'C.'TVRES „irr l Ifs (Isr9 DESCFIEno. SATE " nf5(1f1Nr N,n 110.+o,A0 COG." +5x.Im1 rAI Pa011t) 12 58 968 MI101I.71A0E 424407.1-52-01 /�4 ..Msf S . • 'Oh AV/ 0 a 2 W F _ II TO . .__ _ j W . IY' PfPF-\\�- 4.0� 1,,, G 4i { 1 • - STA. 29,3 CONS 1ND'C FL HI- Fl r•)2fO and lOM IN Nu L LW (32.25' RT). El 1l Yt R..)— ?00 , J11 - Hi. LI AN, OK L I -I- .10 tl f u• 4y)y 12' 5AN t \ — 1?• �1WNI ST4 29 r.I5Y39 CUNSI' 11H1 GRAlE EL 153205 , no, lNUfx FL I.10.:0 NM iOM LL (23.00' FM 1-1,-1-1 25N ..'N0, 232 1T (.10./0 ( N HOW 1_— S`—!a" C1) -10. PIPE- PIAF (5-266) �-26� 23135.©0 1 'u . ,- 1, -i iSCALE 5 - . 14EVIS3ONS hl(IHAM.)Afl SH4H330 P(N10L, Pk. PE E1C1M5E NUMBER 640a7 NON Ni{my.rom Ind 15JW NLW WANK NNAP SU ]Wi n90/EAKIS. 1I 3N114 C H(fIl ICA1F nY ANf HgN1lAr kW A213 ,5•Y:!'rl. ,*Y' 12rH,c11r..1 7,Rf, 5TtT.Vr:I!'nY '(/r ,. :,,•, r,r'r{•rrt 41• T yA �+�E� / / (+t� DK •1L\ 4GE �% I RU`'7VRE ,S., it1 NO DST OE 5CP)PT ION 0AT{ _1_ PE, ft1Y13OON W.. wE, E— tULM Y 1Iw:NE fAI 1'RL1ht1 II, SR 9tia 31IA011•bACTE 424407.1-52.01 AEf.-on- O% -. 5 1 1 y W N .1 . -J - ST1 L(]N51 I H. NOP 31,16A0 I/3,2! 1NIt1 F YP1 NLIEX NO ;WO. 21, I l%VII 10 TO"" 11;117,0" LT) P•S 3 ¢ r. I 6 I?"WM IU" SAN STA i1.16.VU COW.. INLET 1N1)00 NO 2L FL (12,20 8k, FI (-6101 L7 BOTTUM EL f- 18 Sep 1i7) TYPE 05 J, Alf 8.10 ( S.75 (S-27 311-16 8 — 18 IPF.) fa PIPE- $ - JCJ a ( 298-. p.7) t " 66- SLOT 9/. . `__ • (5,1. 1 5TA 30+60.111 CONST DM GRATE EL 2,:6 11,1DFX NO. 2.I4. FL I )5,60. LT ao7TU51 ,EL IF (231r ITT 'YNE C 2_1 .17.6U Y . J.,- WM HU" SAN. I PIM' (` Si A. iU, CONST. 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