The URL can be used to link to this page

Backup Documents 12/13/2016 Item #11C ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 C TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office SRT 12-13-16 4. BCC Office Board of County ��b - ` �t t� Commissioners / tZ l 5. Minutes and Records Clerk of Court's Office 4(44 3:c944- PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff David Wilkison Contact Information 239-252-6064 Contact/ Department / Agenda Date Item was December 13,2016 V Agenda Item Number 11C ✓ Approved by the BCC Type of Document Amendment No. 1 to Agreement 15-6497/ Number of Original One(1)Contract Attached Chokoloskee Bridge Replacement �v Documents Attached Amendment V PO number or account N/A number if document is to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable colum -ver is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature STAMP OK. N/A 2. Does the document need to be sent to another agency for additi. atures? If yes, SRT provide the Contact Information(Name;Agency;Address; Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be SRT signed by the Chairman, with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's SRT i Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the SRT • document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's SRT signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip SRT should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on 12/13/16 and all changes made during SRTaw� the meeting have been incorporated in the attached document. The County Attorney's Office has reviewed the changes,if applicable. 9. Initials of attorney verifying that the attached document is the version approved by the /moi , � BCC,all changes directed by the BCC have been made,and the document is ready for the Q..' �J, ��'�� Chairman's signature. s())6e_bAQ_& c_() % s4(s_s__ I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12 IW MEMORANDUM Date: December 15, 2016 To: David Wilkison, Department Head Growth Management Department From: Teresa Cannon, Senior Deputy Clerk Minutes & Records Department Re: Amendment #1 to Agreement #15-6447 "Chokoloskee Bridge Replacement" Contractor: Kelly Brothers, Inc. Attached for your records is a copy of the document referenced above, (Item #11C) adopted by the Board of County Commissioners on Tuesday, December 13, 2016. The Minutes and Records Department has held the original for the Board's Official Record. Thank you. Attachment I $ ....8885rrrr Contract Amendment No. 1 to Agreement# 15-6447 "Chokoloskee Bridge Replacement" This amendment, dated December 13, 2016,to the referenced agreement shall be by and between the parties to the original Agreement, Kelly Brothers, Inc., (hereinafter referred to as "Contractor") and the Board of County Commissioners of Collier County, Florida, (hereinafter referred to as "Owner") for the construction and replacement of the Chokoloskee Bridge located in Collier County, Florida. Statement of Understanding RE: Agreement# 15-6447- "Chokoloskee Bridge Replacement" In order to continue services provided for in the original Agreement referenced above but as modified by the Contractor's Cost Savings Initiative ("CSI") Proposal submitted on November 23, 2016, the Contractor and Owner agree to amend, supplement and incorporate into the Agreement the following. * * * Change No. 1.: Amendment to Contract Amount. In consideration of the$1,048,849.66 CSIP reduction in project cost and the corresponding 50/50 share of that cost saving between the Contractor and the Owner, Section 3 of the Agreement is modified as follows: a. Section 3. Contract Amount In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid to Contractor the following amount (herein "Contract Amount"), in accordance with the terms of this Agreement: _• .• - -- • .. . . • _ '= • • . : ' C,4 Seven Million Five Hundred and Five Thousand Seven Hundred and Twenty-One Dollars and Sixty-Three Cents ($7,505,721.63). The Engineer's Estimate of CSI Cost Savings, which reflects the revised construction costs for the project as a result of the CSI proposal (as well as the related engineering costs in developing and reviewing the CSI proposal)and the Chokoloskee Bridge CSI Schedule of Values describing the revised item numbers, quantities and unit prices, comport with the Contract Amount, are attached to Amendment No. 1 to the Agreement as Appendix"A" and hereby made a part of the Agreement. Change No. 2: Amend Exhibit M—"Plans and Specifications,"as follows: The following identified Revised Plan Sheets prepared by Contractor's Engineer, Cardno, Inc. ("Cardno"),which are attached as part of the Contractor's CSI Proposal, amend, supplement and are hereby incorporated into and made a part of the Agreement: Sheet Cardno Plan Set Sheet Title TYlin Original Plan Effect of CSI Replacing Original Plan Set Set Sheet Title Proposal Sheet 1 Key Sheet Remains Unchanged 1 Page 1of9 Sheet Cardno Plan Set Sheet Title TYLin Original Plan Effect of CSI Replacing Original Plan Set Set Sheet Title Proposal Sheet 2 Summary of Pay Items Remains Unchanged 3 Typical Sections Remains Unchanged 4 Typical Sections Remains Unchanged 5 Typical Sections Remains Unchanged 6 Summary of Quantities Remains Unchanged 7 General Notes Remains Unchanged 8 Roadway Plans Remains Unchanged 9 Roadway Plans Remains Unchanged 10 Roadway Plans Remains Unchanged 11 Profile Remains Unchanged 12 Profile Remains Unchanged 13 Profile Remains Unchanged 14 Cross Sections Remains Unchanged 15 Cross Sections Remains Unchanged 16 Cross Sections Remains Unchanged 17 Cross Sections Remains Unchanged 18 Cross Sections Remains Unchanged 19 Cross Sections Remains Unchanged 20 Cross Sections Remains Unchanged 21 Cross Sections Remains Unchanged _ 22 Cross Sections Remains Unchanged 23 Cross Sections Remains Unchanged 24 Cross Sections Remains Unchanged 25 Drainage Structures Remains Unchanged 26 Traffic Control General Notes Remains Unchanged 27 Traffic Control Typical Sections Remains Unchanged 28 Traffic Control Typical Sections Remains Unchanged 29 Traffic Control Typical Sections Remains Unchanged 30 Traffic Control Plans Phase 1A Remains Unchanged 31 Traffic Control Plans Phase 1A Remains Unchanged 32 Traffic Control Plans Phase 1A Remains Unchanged 33 Traffic Control Plans Phase 1B Remains Unchanged 34 Traffic Control Plans Phase 1B Remains Unchanged 35 Traffic Control Plans Phase 1B Remains Unchanged 36 Traffic Control Plans Phase 1C Remains Unchanged 37 Traffic Control Plans Phase 1C Remains Unchanged 38 Traffic Control Plans Phase 1C Remains Unchanged Page2of9 (D'' } I Cardno Plan Set Sheet Title Sheet TYLin Original Plan Effect of CSI Replacing Original Plan Set Set Sheet Title Proposal Sheet 39 Traffic Control Plans Phase 2A Remains Unchanged 40 Traffic Control Plans Phase 2A Remains Unchanged 41 Traffic Control Plans Phase 2A Remains Unchanged _ 42 Traffic Control Plans Phase 2A Remains Unchanged 43 Traffic Control Plans Phase 2B/2C Remains Unchanged 44 Traffic Control Plans Phase 2B/2C Remains Unchanged 45 Traffic Control Plans Phase 2B/2C Remains Unchanged 46 Traffic Control Plans Phase 2B/2C Remains Unchanged 47 Traffic Control Plans Phase 3A Remains Unchanged 48 Traffic Control Plans Phase 3A Remains Unchanged _ 49 Traffic Control Plans Phase 3A Remains Unchanged 50 Traffic Control Plans Phase 3B Remains Unchanged 51 Utility Adjustment Remains Unchanged 52 Utility Adjustment Remains Unchanged 53 Utility Adjustment Remains Unchanged 54 Stormwater Prevention Plan Remains Unchanged 55 Stormwater Prevention Plan Remains Unchanged 56 SWPPP Details Remains Unchanged 57 SWPPP Details Remains Unchanged 58 SWPPP Details Remains Unchanged 59 SWPPP Details Remains Unchanged 60 S&PM Summary of Quantities Remains Unchanged 61 Signing and Pavement Marking Remains Unchanged 62 Signing and Pavement Marking Remains Unchanged 63 Signing and Pavement Marking Remains Unchanged 64 Signing and Pavement Marking Remains Unchanged 65 Navigational Lighting Details Remains Unchanged 66 Project Information Sign Remains Unchanged B-1 Index of Drawings Replaced with Index of Drawings B-2 General Notes(1 of 3) Replaced with General Notes(1 of 3) B-3 General Notes(2 of 3) Replaced with General Notes(2 of 3) B-4 General Notes(3 of 3) Replaced with General Notes(3 of 3) B1-1 General Plan and Elevation(1 of 2) Replaced with General Plan and Elevation (1 of 2) B1-2 General Plan and Elevation (2 of 2) Replaced with General Plan and Elevation (2 of 2) B1-3 Bridge Construction Sequence (1 of 2) Replaced with Bridge Hydraulic Recommendation B1-4 Bridge Construction Sequence (2 of 2) Replaced with Construction Sequence(1 of 2) Page 3 of 9 Bp RRX Sheet Cardno Plan Set Sheet Title TYLin Original Plan Effect of CSI Replacing Original Plan Set Set Sheet Title Proposal Sheet B1-5 Bridge Hydraulic Recommendation Replaced with Construction Sequence (2 of 2) B1-6 Foundation Layout Replaced with Foundation Layout B1-7 Report of Core Borings Replaced with Report of Core Borings 81-8 Pile Data Table Replaced with Pile Data Table 81-9 End Bents Replaced with 24"Sq Prestressed Piles 61-10 End Bent Details Replaced with End Bent Plan/Elev B1-11 Intermediate Bents Replaced with End Bent Details B1-12 Intermediate Bent Details Replaced with Intermediate Bent Plan/Elev B1-13 Section Through Bridge(1 of 2) Replaced with Intermediate Bent Details B1-14 Section Through Bridge(2 of 2) Replaced with Section Through Bridge(1 of 2) B1-15 Finish Grade Elevation (1 of 2) Replaced with Section Through Bridge (2 of 2) B1-16 Finish Grade Elevation (2 of 2) Replaced with Finish Grade Elevation (1 of 2) B1-17 Superstructure Plan (1 of 2) Replaced with Finish Grade Elevation (2 of 2) B1-18 Superstructure Plan (2 of 2) Replaced with Superstructure Plan B1-19 Superstructure Details(1 of 4) Replaced with Superstructure Details(1 of 3) B1-20 Superstructure Details(2 of 4) Replaced with Superstructure Details(2 of 3) B1-21 Superstructure Details(3 of 4) Replaced with Superstructure Details(3 of 3) 81-22 Superstructure Details(4 of 4) Replaced with _ Diaphragm Details(1 of 3) _ 131-23 Bearing Details(1 of 3) Replaced with Diaphragm Details(2 of 3) 81-24 Bearing Details(2 of 3) Replaced with Diaphragm Details(3 of 3) B1-25 Bearing Details(3 of 3) Replaced with Beam Table B1-26 Diaphragm Details(1 of 2) Replaced with Approach Slab Details B1-27 Diaphragm Details(2 of 2) Replaced with Reinforcing Bar List(1 of 2) 81-28 Beam Table Replaced with Load Rating B1-29 Traffic Railing Details Deleted 131-30 Approach Slab Details Deleted B1-31 Reinforcing Bar List(1 of 2) Deleted B1-32 Reinforcing Bar List(2 of 2) Deleted 61-33 Load Rating Deleted BW-1 Sheet Pile Wall Notes(1 of 2) Replaced with Sheet Pile Wall Notes(1 of 2) BW-2 Sheet Pile Wall Notes(2 of 2) Replaced with Sheet Pile Wall Notes(2 of 2) BW-3 Sheet Pile Retaining Wall (1 of 2) Replaced with Sheet Pile Retaining Wall(1 of 2) BW-4 Sheet Pile Retaining Wall (2 of 2) Replaced with Sheet Pile Retaining Wall (2 of 2) BW-5 Sheet Pile Wall Details(1 of 4) Replaced with Sheet Pile Wall Details(1 of 4) BW-6 Sheet Pile Wall Details(2 of 4) Replaced with Sheet Pile Wall Details(2 of 4) BW-7 Sheet Pile Wall Details(3 of 4) Replaced with Sheet Pile Wall Details(3 of 4) BW-8 Sheet Pile Wall Details(4 of 4) Remains Unchanged BW-9 Reinforcing Bar List Remains Unchanged Page 4 of 9 Sheet Cardno Plan Set Sheet Title TYLin Original Plan Effect of CSI Replacing Original Plan Set Set Sheet Title Proposal Sheet BW-10 Bulkhead Repair Detail (1 of 2) Remains Unchanged BW-11 Bulkhead Repair Detail(2 of 2) Remains Unchanged BW-12 Temporary Retaining Wall(1 of 2) Replaced with Temporary Retaining Wall(1 of 2) BW-13 Temporary Retaining Wall(2 of 2) Replaced with Temporary Retaining Wall(2 of 2) W1 Key Sheet Remains Unchanged W2 General Utility Notes Remains Unchanged W3 Utilities Plans&Profile Remains Unchanged W4 Utilities Plans&Profile Remains Unchanged W5 Utilities Plans&Profile Remains Unchanged W6 Water Details Remains Unchanged W7 Water Details Remains Unchanged W8 Water Details Remains Unchanged W9 Water Details Remains Unchanged * * * Change No. 3.: Exhibit I: Supplemental Terms and Conditions to the Agreement is amended, supplemented and incorporated into and made a part of the Agreement as follows: Exhibit I: Supplemental Terms and Conditions Contractor's Cost Savings Initiative Proposal — Upon the Owner's acceptance of the Cost Savings Initiative ("CSI")Proposal offered by the Contractor,the parties agree as follows: b. The CSI and the corresponding deductive Change Order approved by the Contractor and Owner and attached to Amendment No. 1 to the Agreement as Appendix"B" are hereby incorporated by reference as part of the Agreement. c. The Contractor assumes all liability and responsibility for the CSI bridge re-design. d. The Contractor assumes all financial risk associated with quantity overruns or under runs related to the CSI bridge re-design, as wells as, all impacts, costs, delays or damages, whether direct or indirect, resulting from Contractor initiated changes in the original bridge design. Further, Contractor shall have no right to any additional monetary compensation for any direct or indirect costs or profit for any additional work required to complete the work included in the CSI. e. The Contractor shall perform and record all additional tests and results necessitated, associated or required as a result of the CSI bridge re-design to verify construction in accordance with plan specifications. The Contractor will submit two (2) copies of r va Page 5 of 9 1 rt any certification signed and sealed by its Geotechnical Engineer of record confirming positive test results pertaining to the CSI bridge re-design within one (1) week of any such testing. f. Approval of the CSI bridge re-design shall be subject to the advance written approval of the Owners' Engineer of Record for the bridge, TY Lin International, and its CEI on the project, HighSpans Engineering, Incorporated. This Contract Amendment No. 1 provides for the implementation of the Contractor's CSI Proposal, which provides for cost savings through a re-design of the bridge using the 2014 Florida Department of Transportation design standards, while at the same time significantly improving quality and reducing future maintenance costs. Note: Language deleted has been struck gh. New language has been underlined. All other terms and conditions of the agreement shall remain in force. (Signature page to follow) 0 Page 6 of 9 11c IN WITNESS WHEREOF, the parties hereto, have each, respectively, by an authorized person or agent, have executed this Agreement on the date and year first written above. BOARD OF COUNTY COMMISSIONERS ATTEST: COLLIE COUNTY, FLORIDA Dwight E. Brock, Cle of Courts OA, •,_ ::iBy; 111410 je;g4,.. Donna Fiala, Chairman Dated: i aMU° (S t°as\t Chairman's si. t1 - X1;5 1f, 7 Contractor: Kelly Brothers, Inc. L.1104B : 1 Fe Witness Signature al lyl maan, ype/print witness nameT TType/print signature and titleT ` Second Witness ---- .S .LV4'17 TType/print witness nameT A roved to Fo ;1/ega .ty: Scott R. Teach, Deputy County Attorney Item# S 4.,E-- ,2 7;4,1_ Print Name Agenda ,a)i 3 )6 Date Dated Ica)1s-) 0120..0 -0 lel Ct duty Clerk Page 7 of 9 uGH1 CI APPENDIX A Page 8 of 9 el Project: Chokoloskee Bridge Replacement DATE: 11/22/2016 Project#: 66066.9,Bid 16-6447 REVISION No.8 HighSpans Engineering,Inc. ENGINEER'S ESTIMATE OF CSI COST SAVINGS I 1)CSI CONSTRUCTION COSTS Total Total Unit Item Unit Price Amount Quantity Mess Description 102-71-14 $ 32.34 $42,527.10 1315 LF BARRIER WALL,TEMPORARY,F&I,TYPE K 102-71-24 $ 17.49 $19,186.53 1097 LF BARRIER WALL,TEMPORARY,RELOCATE,TYPE K 102-89-1 $ 1,518.00 $15,180.00 10 LF TEMPORARY CRASH CUSHION,REDIRECTIVE OPTION 400- 4- 5 5 1,224.00 $190,944.00 156 CY CLASS IV CONCRETE(SUBSTRUCTURE) 400- 4-25 $ - $0.00 0 CY CLASS IV CONCRETE(MASS,SUBSTR.)(DELETE) 400-143 $ 0.67 $8,894.25 13275 SF CLEAN AND COAT,CLASS V 415-1-4 $ 1.20 $144,240.00 120200 LB REINFORCING STEEL(SUPER STRUCTURE) 415- 1- 5 $ 1.32 $23,760.00 18000 LB REINFORCING STEEL(SUBSTRUCTURE) 450- 2-36 $ 375.00 $421,875.00 1125 IF PRESTRESSED BEAMS:FLORIDA-I BEAM 36" 455-34-5 $ 409,310.40 $409,310.40 1 LS PILES CONCRETE 24" 455-143-5 $ 97,889.33 $97,889.33 1 LS TEST PILE 24" 460-1-15 $ 2.65 $6,069.64 2290.43 LB STRUCTURE STEEL-MISC 1)SUBTOTAL CONSTRUCTION COST $1,379,876.25 2)AS-BID CONTRACT COSTS 102-71-14 $ 32.34 $50,741,46 1569 LF BARRIER WALL,TEMPORARY,F&I,TYPE K 102-71-24 $ 17.49 $45,474.00 2600 LF BARRIER WALL,TEMPORARY,RELOCATE,TYPE K 102-89-1 $ 1,518.00 $36,432.00 24 LF TEMPORARY CRASH CUSHION,REDIRECTIVE OPTION 400-4- 5 $ 1,224.00 $88,250.40 72.1 CY CLASS IV CONCRETE(SUBSTRUCTURE) 400-4-25 $ 630.00 $165,879.00 263.3 CY CLASS IV CONCRETE(MASS,SUBSTR.) 400-143 $ 0.67 $9,313.00 13900 SF CLEAN AND COAT,CLASS V 415-1-4 $ 1.36 $165,104.00 121400 LB REINFORCING STEEL(SUPERSTRUCTURE) 415- 1- 5 $ 1.32 $120,648.00 91400 LB REINFORCING STEEL(SUBSTRUCTURE) 450-2-36 $ 396.61 $446,186.25 1125 LF PRESTRESSED BEAMS:FLORIDA-I BEAM 36" 455-36- 1 $ 1,505.00 $1,225,070.00 814 LF CONCRETE CYLINDER PILES(54"DIAM.) 455-143- 8 $ 1,681.86 $351,508.74 209 LF TEST PILES(CONC CYL PILE)(54"DIAM.) 460-1-15 $ 2.65 $43,195.00 16300 LB STRUCTURE STEEL-MISC 2)SUBTOTAL CONTRACT COSTS $2,747,801.85 3)CONSTRUCTION SAVINGS(2-1) $1,367,925.60 4)ENGINEERING COSTS 999-004-1 $ 319,075.94 $319,075.94 1 LS CONTRACTOR'S EOR,COASTAL&GEOTECHNICAL 4)SUBTOTAL ENGINEERING COSTS $319,075.94 23% %OF CONSTRUCTION SAVINGS 5)SAVINGS AFTER ENGINEERING COSTS(3-4) $1,048,849.66 CONTRACTOR'S SHARE OF SAVINGS $524,424.83 COUNTY'S SHARE OF SAVINGS $524,424.83 6)IMPLEMENTATION COSTS PAID BY THE COUNTY $ 16,122.50 $16,122.50 1 LS EOR COST $ 25,408.22 $25,408.22 1 LS CEI COST 6)SUBTOTAL IMPLEMENTATION COSTS $41,530.72 3% %OF CONSTRUCTION SAVINGS CONTRACTOR'S SHARE OF COSTS $20,765.36 COUNTY'S SHARE OF COSTS $20,765.36 7)SAVINGS AFTER IMPLEMENTATION COSTS 999-0042 CONTRACTOR'S SHARE OF SAVINGS $503,659.47 8)CONTRACT AMOUNT CHANGES ORIGINAL CONTRACT AMOUNT $8,050,911.82 REDUCTION TO CONTRACT AMOUNT $545,190.19 EW CONTRACT AMOUNT $7,505,721.63 0 / -'797.7:61""" KE IL( VRe, ' ERS 1.+-•c , • 1 I C look s l-1 o m o 0 Lfl 0 0 0 0 Cr) d d N- n LU iCO -1 in< 0 0 N `CrCr)0 0 0 LU COOl 00 LD .-i VI h tD O d .::ro O LnO Ol Ql In a, -- . f c-i O C.T. - \ N CO CO d CO d LD N- r+ CO LO I- Lfl O <--t CO LI) <--4 1--4 CO 00 N r- CO m CO 0 0 LD 00 LO <-4 4/ N Ql n 0 00 d m <-1 cn-0 r---- W Ql m N- N Ln d r1 c-1 Qr„l N VVo al m CD h NO Ln EO N N l t/? V} V} V? V} 1./). V? V} -1.1? V? V? V? V? t/T V? V? V}V} i- V} Ll d al 0 0 0 n LU O N 1-1 0 0 0 l0 m Lfl d r--- `^ `� CJ m d 0 0 0 LD m N en w 0 0 d o0 en LD CO - E E g ..i Nn CO d o O <-1 <-1 <-1 WLn in O 1T N Ln Ql 6 ��., O / it Cr) <- 1<-1 N m al N- 0 --1 0p CO N- Ln ao Ln N lD m m Vl m up 00 0 LU -0 L7) Q U d m LI)0 O o V? V? V} V} V? V} V? V? t/} V? t/).t/? VI- V? A.O. V} tn-V} 0 0 0 O p N U U LU U 1f°< ,c 0 J z C f- oA > O tip CID LL a 0 U❑p O Q LU LU a 0 F- >_ z O LU _ _ a 00 ❑LU g w W ~ W w O O d V •o a d w ^ D ❑ 1 O n_ 2 2 cn V) ra O ❑ : I- U U D LU w Q d V) (Jl .�— J W I- V) D O H m m ❑ 0 N G' U sM 0, w 00 U on cC ce U cc cc w 0 W V LL 0 D 0 I- I- D L G . t7 w 7 C7 GAJ >- >- z ut N (/) 0= L41J LQL Ln in LL Q 0 Q CC - Vi > 00 W N CO CO V) z = CC pod Q 2 u. v) Ci CL m - J -J U O z w 5 O O vim/ Q cSi) (Sn LP) d d a a n Lu O Q! CL CL U J ❑ ❑ J 2 U Y 1i S w w U w w w CC CC W V U ' 00 0' V) W W V/ I'-' w W W O 0 N J W W O 1._ 1- Cr CC d V/ V) V7 W LJ_ z LU Z w 0C 00 O U O J 0J J z z U0 0 0 vln >- w - t 0 0 YddC OOO ZZ Z22UUVNLLI U-1 U CC 0 > > d 2 2 K W W W O J J z z m m cc cc 2 �-�}f Li) w Z Z Z W 000 W z w F- H D U U VI Lf) cC m CO f- U U U 00 00 00 CL CL 0 Cl H F- N U U J.+ w u_ LL >- > LL CO CO CO U._ w wV)V) < V) CO Ln J J J _1 U U V) J J J J J J J W J J J in r 0 LD 0 LI) 0 0 0 0 In 0 <--1 0 <-1 CO <-1 <-i <-1 CO <-1 in N- 0 0 N d m o <-i N N o <-1 O >,,, <-1 <-1 en oU0 <-1 CO i""4 <N-1 N C N Zd d in LD lD CO <-, N r-1 Ln NCO m Cr) "' N N. 0000 <d-1 <-1 <-1 �+ N N m en Cr) dm `i M <-I <--I <-i N +v+ N N O 0 o to Lfl Ln 0 0 Ccl Lf1 Ln vl O < .,!c. *"' 0 0 0 0 0 0 <-1 <-1 <-1 Lfl Ln in in in Ln tD `� <--1 <-1 <-1 d 'Cr d d d d d d d d d d d Z Z C APPENDIX B Page 9 of 9 1 APPENDIX B Exhibit E: Construction Change Order Form Contract#: 15-6447 Change#: 04 Purchase Order#: 4500166669 Project#: 66066.9 Contractor/Firm Name: Kelly Brothers, Inc. Project Name: Chokoloskee Bridge Replacement Steve Ritter Transportation Engineering Project Manager Name: Division: Original Contract/Work Order Amount 8,050,911.82 1/12/16 11.B Original BCC Approval Date;Agenda Item# Current BCC Approved Amount 8,050.911.82 1/12/16 11.B Last BCC Approval Date;Agenda Item# Current Contract/Work Order Amount $ 8,050,911.82 SAP Contract Expiration Date(Master) Dollar Amount of this Change $ (545,190.19) -6.77% Total Change from Original Amount Revised Contract/Work Order Total $ 7,505,721.63 -6.77% Change from Current BCC Approved Amount Cumulative Changes $ (545,190.19) -6.77% Change from Current Amount ll Completion Date,Description of the Task(s)Change,and Rationale for the Change Notice to Proceed 5/16/2016 Original 2/15/2018 Last Approved 2/17/2018 Revised Date 2/17/2018 Date Completion Date Date ,..icludes this change) #of Days Added 0 Select Tasks 0 Add new task(s) ❑ Delete task(s) 0 Change task(s) ®Other(see below) Provide a response to the following: 1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and/or the additional days added(if requested);2.)why this change was not included in the original contract;and,3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. 1. This change order is to modify the Contract by approving and incorporating into the contract a Cost Savings Initiative (CSI) Proposal in accordance with the Contract which follows the FDOT Standard Specifications, 2014 Section 4-3.9. Key features of the Contractor's Proposal include, but are not limited to, the use of a more detailed wave loading analysis which allows for a construction cost reduction by replacing the 54"cylinder piles in the original design with groups of 24" square piles. In turn, the decrease in pile size decreases trucking, specialty equipment and material costs. Mid-span diaphragms were added to the design to allow the use of concrete shear blocks in place of galvanized bearing assemblies/beam anchors thus reducing anticipated annual maintenance costs.Approval of this CSI Proposal will result in a total savings of$1,048,849.66 to be split between Collier County and Kelly Brothers, Inc.Additionally, the County requested that Kelly Brothers share in the County's consultant expenses for reviewing the Proposal.This resulted in an additional contract savings of$20,765.36 in the County's favor. 2. During the question and answer period of the solicitation for construction bids, contractors posed questions as to whether alternative foundations would be considered for the bridge. Being aware of variations in construction means and methods of the diverse contractors bidding on the project, the County responded that alternatives would be considered in accordance with the Contract. 3. If this modification is not processed the County would forego a savings of$545,190.19 and a potential reduction in maintenance costs as described above. See Attachment A—Modified Schedule of V-I es Table and Attachment B—CSI Package dated November 23, 2016. 1•ii . . _ - - Prepared by: Date: l 2 5 Jew— Steve Ritter,Manager,Transportation Engineering Division Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be subject to all the same terms and conditions as contained in the contract/work order indicated above,as fully as if the same were stated in this acceptance. The adjustment,if any,to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/Vendor/Consultant/ Design Professional arising o r related t ange set forth herein,including claims for impact and delay costs. Accepted by: ` ' Date: �lli Dane Kir,Vice President, Kell ether), Inc. Approved by: E;..' �? 1 y Date: f Jt/(f✓bY Evelyn 6olon,Procurenit,nt Specialist,Pr. urement Services Division r Accepted b /.2/f /i � f= — Date: J>, •hh� • re• o ran •• ation Engineering Division � /Ar, /> Approv-, by: L., ILW I A Date: / f David S.W'son, Department Head, Growt Management Department (Divisions who may require additional signatures may include on separate sheet.) Revised: 10/28/2014 " C Contract Amendment No. 1 to Agreement#15-6447 "Chokoloskee Bridge Replacement" This amendment,dated December 13,2016,to the referenced agreement shall be by and between the parties to the original Agreement, Kelly Brothers, Inc., (hereinafter referred to as "Contractor") and the Board of County Commissioners of Collier County, Florida, (hereinafter referred to as"Owner") for the construction and replacement of the Chokoloskee Bridge located in Collier County,Florida. Statement of Understanding RE:Agreement# 15-6447-"Chokoloskee Bridge Replacement" In order to continue services provided for in the original Agreement referenced above but as modified by the Contractor's Cost Savings Initiative ("CSI") Proposal submitted on November 23, 2016, the Contractor and Owner agree to amend, supplement and incorporate into the Agreement the following. Change No. 1.: Amendment to Contract Amount. In consideration of the$1,048,849.66 CSIP reduction in project cost and the corresponding 50/50 share of that cost saving between the Contractor and the Owner,Section 3 of the Agreement is modified as follows: a. Section 3. Contract Amount In consideration of the faithful performance by Contractor of the covenants in this Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid to Contractor the following amount (herein "Contract Amount"), in accordance with the terms of this Agreement: • - - • -': • t,' Seven Million Five Hundred and Five Thousand Seven Hundred and Twenty-One Dollars and Sixty-Three Cents ($7,505.721.63). The Engineer's Estimate of CSI Cost Savings, which reflects the revised construction costs for the project as a result of the CSI proposal (as well as the related engineering e9sts in developing and reviewing the CSI proposal)and the Chokoloskee Bridge CSI Schedule of Values describing the revised item numbers, quantities and unit prices, comport with the Contract Amount,are attached to Amendment No. 1 to the Agreement as Appendix"A" and hereby made a part of the Agreement. Change No.2: Amend Exhibit M "Plans and Specifications,"as follows: The following identified Revised Plan Sheets prepared by Contractor's Engineer, Cardno, Inc. ("Cardno"),which are attached as part of the Contractor's CSI Proposal,amend,supplement and are hereby incorporated into and made a part of the Agreement: Sheet Cardno Plan Set Sheet Title TYLin Original Plan Effect of CSI Replacing Original Plan Set Set Sheet Title Proposal Sheet 1 Key Sheet Remains Unchanged Page 1 of 9 1 .L. Cardno Plan Set Sheet Title Sheet TYLin Original Plan Effect of CSI Replacing Original Plan Set Set Sheet Title Pro. *sal Sheet 2 Summary of Pay Items Remains Unchanged 3 Typical Sections Remains Unchanged 4 Typical Sections Remains Unchanged 5 Typical Sections Remains Unchanged 6 Summary of Quantities Remains Unchanged 7 General Notes Remains Unchanged 8 Roadway Plans Remains Unchanged 9 Roadway Plans Remains Unchanged 10 Roadway Plans Remains Unchanged 11 Profile Remains Unchanged 12 Profile Remains Unchanged 13 Profile Remains Unchanged 14 Cross Sections Remains Unchanged 15 Cross Sections Remains Unchanged 16 Cross Sections Remains Unchanged 17 Cross Sections Remains Unchanged 18 Cross Sections Remains Unchanged 19 Cross Sections Remains Unchanged 20 Cross Sections Remains Unchanged 21 Cross Sections Remains Unchanged 22 Cross Sections Remains Unchanged 23 Cross Sections Remains Unchanged 24 Cross Sections Remains Unchanged 25 Drainage Structures Remains Unchanged 26 Traffic Control General Notes Remains Unchanged 27 Traffic Control Typical Sections Remains Unchanged 28 Traffic Control Typical Sections Remains Unchanged 29 Traffic Control Typical Sections Remains Unchanged 30 Traffic Control Plans Phase 1A Remains Unchanged 31 Traffic Control Plans Phase 1A Remains Unchanged 32 Traffic Control Plans Phase lA Remains Unchanged 33 Traffic Control Plans Phase 18 Remains Unchanged 34 Traffic Control Plans Phase 18 Remains Unchanged 35 Traffic Control Plans Phase 1B Remains Unchanged 36 Traffic Control Plans Phase 1C Remains Unchanged 37 Traffic Control Plans Phase 1C Remains Unchanged 38 Traffic Control Plans Phase 1C Remains Unchanged Page 2 of 9 lie , { Sheet Cardna Plan Set Sheet Title TYLin Original Plan Effect of CSI Replacing Original Plan Set Set Sheet Title Proposal Sheet 39 Traffic Control Plans Phase 2A Remains Unchanged 40 Traffic Control Plans Phase 2A Remains Unchanged 41 Traffic Control Plans Phase 2A Remains Unchanged 42 Traffic Control Plans Phase 2A Remains Unchanged 43 Traffic Control Plans Phase 2B/2C Remains Unchanged 44 Traffic Control Plans Phase 2B/2C Remains Unchanged 45 Traffic Control Plans Phase 2B/2C Remains Unchanged 46 Traffic Control Plans Phase 2B/2C Remains Unchanged 47 Traffic Control Plans Phase 3A Remains Unchanged 48 Traffic Control Plans Phase 3A Remains Unchanged 49 Traffic Control Plans Phase 3A Remains Unchanged 50 Traffic Control Plans Phase 38 Remains Unchanged 51 Utility Adjustment Remains Unchanged 52 Utility Adjustment Remains Unchanged 53 Utility Adjustment Remains Unchanged 54 Stormwater Prevention Plan Remains Unchanged 55 Stormwater Prevention Plan Remains Unchanged 56 SWPPP Details Remains Unchanged 57 SWPPP Details Remains Unchanged 58 SWPPP Details Remains Unchanged 59 SWPPP Details Remains Unchanged 60 S&PM Summary of Quantities Remains Unchanged 61 Signing and Pavement Marking Remains Unchanged 62 Signing and Pavement Marking Remains Unchanged 63 Signing and Pavement Marking Remains Unchanged 64 Signing and Pavement Marking Remains Unchanged 65 Navigational Lighting Details Remains Unchanged 66 Project Information Sign Remains Unchanged B-1 Index of Drawings Replaced with Index of Drawings B-2 General Notes(1 of 3) Replaced with General Notes(1 of 3) 13-3 General Notes(2 of 3) Replaced with General Notes(2 of 3) 13-4 General Notes(3 of 3) Replaced with General Notes(3 of 3) 81-1 General Plan and Elevation(1 of 2) Replaced with General Plan and Elevation(1 of 2) B1-2 General Plan and Elevation(2 of 2) Replaced with General Plan and Elevation(2 of 2) B1-3 Bridge Construction Sequence(1 of 2) Replaced with Bridge Hydraulic Recommendation B1-4 Bridge Construction Sequence(2 of 2) Replaced with Construction Sequence(1 of 2) Page 3 of 9 f}4 1A I . i %mil __ Sheet Cardno Plan Set Sheet Title # TYLin Original Plan Effect of CSI Replacing Original Plan Set Set Sheet Title Proposal Sheet Bl-5 Bridge Hydraulic Recommendation Replaced with Construction Sequence(2 of 2) 81-6 Foundation Layout Replaced with Foundation Layout B1-7 Report of Core Borings Replaced with Report of Core Borings 31-8 Pile Data Table Replaced with Pile Data Table 31-9 End Bents Replaced with 24"Sq Prestressed Piles 81-10 End Bent Details Replaced with End Bent Plan/Eley 81-11 intermediate Bents Replaced with End Bent Details 81-12 Intermediate Bent Details Replaced with Intermediate Bent Plan/Elev 81-13 Section Through Bridge(1 of 2) Replaced with Intermediate Bent Details 81-14 Section Through Bridge(2 of 2) Replaced with Section Through Bridge(1 of 2) 131-15 Finish Grade Elevation(1 of 2) Replaced with Section Through Bridge(2 of 2) B1-16 Finish Grade Elevation(2 of 2) Replaced with Finish Grade Elevation(1 of 2) B1-17 Superstructure Plan(1 of 2) Replaced with Finish Grade Elevation(2 of 2) B1-18 Superstructure Plan(2 of 2) Replaced with Superstructure Plan B1-19 Superstructure Details(1 of 4) Replaced with Superstructure Details(1 of 3) 81-20 Superstructure Details(2 of 4) Replaced with Superstructure Details(2 of 3) 81-21 Superstructure Details(3 of 4) Replaced with Superstructure Details(3 of 3) 81-22 Superstructure Details(4 of 4) Replaced with Diaphragm Details(1 of 3) B1-23 Bearing Details(1 of 3) Replaced with Diaphragm Details(2 of 3) 81-24 Bearing Details(2 of 3) Replaced with Diaphragm Details(3 of 3) 81-25 Bearing Details(3 of 3) Replaced with Beam Table 81-26 Diaphragm Details(1 of 2) Replaced with Approach Slab Details B1-27 Diaphragm Details(2 of 2) Replaced with Reinforcing Bar List(1 of 2) B1-28 Beam Table Replaced with Load Rating 31-29 Traffic Railing Details Deleted B1-30 Approach Slab Details Deleted 81-31 Reinforcing Bar List(1 of 2) Deleted B1-32 Reinforcing Bar List(2 of 2) Deleted 81-33 Load Rating Deleted BW-1 Sheet Pile Wall Notes(1 of 2) Replaced with Sheet Pile Wall Notes(1 of 2) BW-2 Sheet Pile Wall Notes(2 of 2) Replaced with Sheet Pile Wall Notes(2 of 2) BW-3 Sheet Pile Retaining Wall(1 of 2) Replaced with Sheet Pile Retaining Wall(1 of 2) BW-4 Sheet Pile Retaining Wall(2 of 2) Replaced with Sheet Pile Retaining Wall(2 of 2) 8W-5 Sheet Pile Wall Details(1 of 4) Replaced with Sheet Pile Wall Details(1 of 4) BW-6 Sheet Pile Wall Details(2 of 4) Replaced with Sheet Pile Wall Details(2 of 4) BW-7 Sheet Pile Wall Details(3 of 4) Replaced with Sheet Pile Wall Details(3 of 4) BW-8 Sheet Pile Wall Details(4 of 4) r Remains Unchanged BW-9 Reinforcing Bar List Remains Unchanged isPage 4 of 9 r 44. Sheet Cardno Plan Set Sheet Title TYLin Original Plan Effect of CSI Replacing Original Plan Set Set Sheet Title Proposal Sheet BW-10 Bulkhead Repair Detail(1 of 2) Remains Unchanged BW-11 Bulkhead Repair Detail(2 of 2) Remains Unchanged BW-12 Temporary Retaining Wall(1 of 2) Replaced with Temporary Retaining Wall(1 of 2) BW-13 Temporary Retaining Wall(2 of 2) Replaced with Temporary Retaining Wall(2 of 2) W1 Key Sheet Remains Unchanged W2 General Utility Notes Remains Unchanged W3 Utilities Plans&Profile Remains Unchanged W4 Utilities Plans&Profile Remains Unchanged W5 Utilities Plans&Profile Remains Unchanged W6 Water Details Remains Unchanged W7 Water Details Remains Unchanged W8 Water Details Remains Unchanged W9 Water Details Remains Unchanged * * * Change No. 3.: Exhibit 1: Supplemental Terms and Conditions to the Agreement is amended, supplemented and incorporated into and made a part of the Agreement as follows: Exhibit I: Supplemental Terms and Conditions * * * Contractor's Cost Savings Initiative Proposal — Upon the Owner's acceptance of the Cost Savings Initiative("CSI")Proposal offered by the Contractor,the parties agree as follows: b. The CSI and the corresponding deductive Change Order approved by the Contractor and Owner and attached to Amendment No. 1 to the Agreement as Appendix"B" are hereby incorporated by reference as part of the Agreement. c. The Contractor assumes all liability and responsibility for the CSI bridge re-design. d. The Contractor assumes all financial risk associated with quantity overruns or under runs related to the CSI bridge re-design, as wells as, all impacts, costs, delays or damages,whether direct or indirect, resulting from Contractor initiated changes in the original bridge design. Further, Contractor shall have no right to any additional monetary compensation for any direct or indirect costs or profit for any additional work required to complete the work included in the CSI. e. The Contractor shall perform and record all additional tests and results necessitated, associated or required as a result of the CSI bridge re-design to verify construction in accordance with plan specifications. The Contractor will submit two (2) copies of U Page 5of9 I any certification signed and sealed by its Geotechnical Engineer of record confirming positive test results pertaining to the CSI bridge re-design within one(1) week of any such testing. f. Approval of the CSI bridge re-design shall be subject to the advance written approval of the Owners' Engineer of Record for the bridge, TY Lin International, and its CEI on the project,HighSpans Engineering, Incorporated. This Contract Amendment No. 1 provides for the implementation of the Contractor's CSI Proposal, which provides for cost savings through a re-design of the bridge using the 2014 Florida Department of Transportation design standards, while at the same time significantly improving quality and reducing future maintenance costs. Note: Language deleted has been strueli-thireugh. New language has been underlined. All other terms and conditions of the agreement shall remain in force. (Signature page to follow) CD)va Page 6 of 9 lie IN WITNESS WHEREOF,the parties hereto,have each,respectively,by an authorized person or agent,have executed this Agreement on the date and year first written above. BOARD OF COUNTY COMMISSIONERS ATTEST: COLLIER COUNTY,FLORIDA Dwight E. Brock,Clerk of Courts By: By: Donna Fiala, Chairman Dated: (SEAL) Contractor: Kelly Brothers,Inc. A °.' E ,ice B : t0 - --� Fir Witness - Signature 01,41 � � ' � ype/print witness nameT TType/print signature and title1' de 411101.40. ' Second Witness c TType/print witness nameT Approved as to Form and Legality: Scott R.Teach,Deputy County Attorney Print Name Page 7 of 9 s 1 GIAPPENDIX A Page 8 of 9 ii- 1 i C Project- Chakalasksa Bridge Replacement DATE:11122!2016 Project I: 68066.8,131d 15.6447 REVISION Na.8 HlphSpans Engineering,Inc. ENGINEER'S ESTIMATE OF CSI COST SAVINGS I 1)CSI CONSTRUCTION COSTS Total Total Unit nem Unit Price Amount Cuantity Meas Description 102-71-14 5 32.34 $42,527.10 1315 LF BARRIER WALL,TEMPORARY,F&I,TYPE K 102-71-24 $ 17,49 019 186.53 1097 LF BARRIER WALL,TEMPORARY,RELOCATE,TYPE K 102-89-1 $ 1,518,00 $15,180,00 10 LF TEMPORARY CRASH CUSHION,REDIRECTIVE OPTION 400-4-5 S 1,224.00 5190:844.00 156 CY CLASS IV CONCRETE(SUBSTRUCTURE) 400-4.25 S - 10.00 0 CY CLASS IV CONCRETE(MASS,SUBSTR)(DELETE) 400.143 S 0.67 $8,894.25 13275 SF CLEAN AND COAT,CLASS V 415-1-4 5 1.20 $144,243.00 120200 LB REINFORCING STEEL(SUPER STRUCTURE) 415-1-5 1 1.32 523 760.00 18000 LB REINFORCING STEEL(SUBSTRUCTURE) 450-2.36 S 375.00 5421,875.00 1125 LF PRESTRESSED BEAMS:FLORIDA-I BEAM 36` 455-34-5 $ 409,310,40 $409,310.40 1 LS PILES CONCRETE 24' 455-143-5 S 97,889.33 $97,889.33 1 LS TEST PILE 24" 460-1-15 $ 2.65 06;06964 2290,43 L8 STRUCTURE STEEL-MISC 1)SUBTOTAL CONSTRUCTION COST 01,379,876.25 2)AS-BID CONTRACT COSTS 102-71-14 $ 32.34 $50741 46 1569 3F BARRIER WALL TEMPORARY,F&-,TYPE K 102.71.24 5 17.49 545,474.00 2600 IF BARRIER WALL TEMPORARY,RELOCATE,TYPE X 102-89-1 $ 1,518.00 S36,432 00 24 LF TEMPORARY CRASH CUSHION,REDIRECTIVE OPTION 400.4-5 5 1,224.00 118,250.40 72.1 CY CLASS IV CONCRETE(SUBSTRUCTURE) 400-4.25 $ 630.00 0165,879.00 263.3 CY CLASS IV CONCRETE(MASS,SUBSTR.) 400-143 $ 0 67 19;313.00 13900 SF CLEAN AND COAT,CLASS V 415-1-4 $ 1.36 $165,104.00 121400 LB REINFORCING STEEL(SUPERSTRUCTURE) 415- 1-5 5 1.32 5120,648.00 91400 LB REtNFORCINGSTEEL(SUBSTRUCTURE) 450.2.36 $ 396.61 5446,186.25 1125 LF PRESTRESSED BEAMS FLORIDA-I BEAM 36" 455-36-1 5 1,505 00 $1,225,070.00 814 LF CONCRETE CYLINDER PILES(54'DIAM,) 455-143-8 5 1,681 86 $351,508.74 209 IF TEST PILES(CONC CYL PILE)(54"DIAM,I 460-1-15 5 2.65 043,185.00 16300 LB STRUCTURE STEEL-MISC 2)SUBTOTAL CONTRACT COSTS $2,747,801.85 3)CONSTRUCTION SAVINGS)2-1) 81,367,925.60 4)ENGINEERING COSTS 999-004-1 S 319,075.94 $319,075,94 1 LS CONTRACTOR'S EOR,COASTAL&GEOTECHNICAL 4)SUBTOTAL ENGINEERING COSTS $319,075.84 23% %OF CONSTRUCTION SAVINGS 5)SAVINGS AFTER ENGINEERING COSTS)3-4) $1,048,849.66 CONTRACTOR'S SHARE OF SAVINGS 5524,424.83 COUNTYS SHARE OF SAVINGS 0524,424.B3 6)IMPLEMENTATION COSTS PAID BY THE COUNTY S 16,122.50 S16,122.50 1 LS EOR COST $ 25,408.22 525,408.22 1 LS CEI COST 6)SUBTOTAL IMPLEMENTATION COSTS 541,530.72 3% %OF CONSTRUCTION SAVINGS CONTRACTOR'S SHARE OF COSTS $20,765.36 COUNTY'S SHARE OF COSTS $20,765.36 7)SAVINGS AFTER IMPLEMENTATION COSTS 889-004-2 CONTRACTOR'S SHARE OF SAVINGS $503,659.47 8)CONTRACT AMOUNT CHANGES ORIGINAL CONTRACT AMOUNT 18,050,911.82 REDUCTION TO CONTRACT AMOUNT $545,190.19 W CONTRACT AMOUNT 57,505,721.53 X .44/ 116111111, KK 11113Re 'ERS I-i.,C-a ED CD Itk , t1 i amoo to C) C) 0 0 mvcn untnrn -� -, tnoo cv 00 , o c mtoaiq oow .-+ An r: tooc vi ' oo tri o OiOitri at ,-i ,-+ o ry co co Q Q1 C t0 N. '-I 00 tO n in O r1 Qt a VI H ,-1 Q1 03 Ni n CO r+7 03 O O to co 1.0 r-I tji ri Oi vi Cl o6 c' m .4 ci r- tti cr.; ni n ri tri r v ,-i C ry iN a CI) m 0 in n 0 `v 15 F rV ry \� ti Nt } } V1 V1 VVVV}Vn 1 t/} ) 1 1 ii1 iA/1 V 1 VVV} V 1 V } 1 1 1/1 iri; ki VV et 01 O O O n to O IN •'1 O O O to m to V n ''^ VIU. N m V; 0 O a t0 m ry m to O O q ca m t0 O] c E E 3 .I. m N-t 06 N o 0 ,-i nn AO n u-i O .-i Oi ri to of t, , E 44 LLn Ni tO m m O m to oa0 O tip -CI Q 44 ri ri ,-4 Qi .-i r. O7 m vau U Z c m ui O ¢ O to V}U) V1 to U1 V1 V1 V1 i/1 t/1 N V1 V1 N t/1 V1 to U1 0 Q VI 0 ' U U. 0 U.1 U C •C Z ro r c .` t 00 Y a o O v W0. ' Q to O > Z a W t S 0 a Q cc w^ j = w 0 a 2 u t/' CW :3- t t0inioa < z •• w O O G m m 0 w 0 W -5. .6 : : i_ � D .e .e UJ 0 v >- z °c to un ot^c H w w = y LL d 0 0. a 6, vi > w w to CO m ,n z cC Q < Q = co to a 4 co - - J U 0 r 00 Dco E ,n n vtVe, , a j Q0 d a a. U ti! y J J J a U Ln ~ W N w w H w w twit O J0 a n U J La Lu O rra � aQV1 Ln. LA rr- 1- LLwzWz !-LI, CI J U Z z OU l7 l7 l7 ti i tii >� w 0 - t O O NC 0 ¢ a >. 00pZzz UU ccyWww I > > Q U U Z CI U v Q Q W Z v1 0. t7 U U cc cc o > > a o 0 o m m o _j M Z Z 0.' a , to ,J-. Q Z Z Z W u ZILI r.,,;. 1j.?; O D U _3 -r J W W u.1h_ et 0 J W wa Q Q W1— An m m r U U U cr 0c ce o- 0. r v U n. F- , iJ U ..y J J J U U to C° m c° J J J t. w J EJ J In n 0 tO 0 In O 0 0 O to O - 0 .-1 m .-I ,-I m 0 '-+ .-I-I ry Ni O ,rv1 ..Zr. ,-.1 .--I m o00 ,-I O ,-i ry .-I 01 ,-I N ci rv ( ZQc tn � intOtO 00 4 ry m m Ci �irv ,-1 10141 c � mm � R n n Co `t 7 -1-I .-i :{ -I rV fes+ ry,y .Cr v v in e-1 .1 ri . CO tV ry rt, O 0 O In An to O O to t/1 Ill Ill O < < ►-I 0 0 0 O 0 o .-I ri r-I U1 to to In to u1 to .` ri ,-1 ,-i C v at c a c c 'tt a V [t at a Z Z APPENDIX B Page 9 of 9 APPENDIX B Exhibit E: Construction Change Order Form Contract#: 15-6447 Change#: 04 Purchase Order#: 4500166669 Project#: 66066.9 Contractor/Firm Name: Kelly Brothers, Inc. Project Name: Chokoloskee Bridge Replacement Project Manager Name: Steve Ritter Division: Transportation Engineering Original ContractNVork Order Amount 8,050,911.82 1/12/16 11.6 Original BCC Approval Date; Agenda Item# Current BCC Approved Amount 8,050,911.82 1/12/16 11.6 Last BCC Approval Date; Agenda Item# Current Contract/Work Order Amount $ 8,050,911.82 SAP Contract Expiration Date(Master) Dollar Amount of this Change $ (545,190.191 -6.77% Total Change from Original Amount Revised Contract/Work Order Total $ 7,505,721.63 -6.77% Change from Current BCC Approved Amount Cumulative Changes $ (545,190.19) -6.77% Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the Change Notice to Proceed 5/16/2016 Original 2/15/2018 Last Approved 2/17/2018 Revised Date 2/17/2018 Date Completion Date Date ..eludes this change) #of Days Added 0 Select Tasks ❑Add new task(s) ❑ Delete task(s) El Change task(s) ®Other(see below) Provide a response to the following: 1.)detailed and specific explanation/rationale of the requested change(s)to the task(s) and/or the additional days added(if requested);2.)why this change was not included in the original contract;and,3.) describe the impact if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed. 1. This change order is to modify the Contract by approving and incorporating into the contract a Cost Savings Initiative (CSI) Proposal in accordance with the Contract which follows the FDOT Standard Specifications, 2014 Section 4-3.9. Key features of the Contractor's Proposal include, but are not limited to, the use of a more detailed wave loading analysis which allows for a construction cost reduction by replacing the 54" cylinder piles in the original design with groups of 24" square piles. In turn, the decrease in pile size decreases trucking, specialty equipment and material costs. Mid-span diaphragms were added to the design to allow the use of concrete shear blocks in place of galvanized bearing assemblies/beam anchors thus reducing anticipated annual maintenance costs. Approval of this CSI Proposal will result in a total savings of$1,048,849.66 to be split between Collier County and Kelly Brothers, Inc. Additionally, the County requested that Kelly Brothers share in the County's consultant expenses for reviewing the Proposal. This resulted in an additional contract savings of$20,765.36 in the County's favor. 2. During the question and answer period of the solicitation for construction bids, contractors posed questions as to whether alternative foundations would be considered for the bridge. Being aware of variations in construction means and methods of the diverse contractors bidding on the project, the County responded that alternatives would be considered in accordance with the Contract. 3. If this modification is not processed the County would forego a savings of$545,190.19 and a potential reduction in maintenance costs as described above. See Attachment A—Modified Schedule of Values Table and Attachment B—CSI Package dated November 23, 2016. Prepared by: Date: Steve Ritter, Manager,Transportation Engineering Division Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be subject to all the same terms and conditions as contained in the contract/work order indicated above, as fully as if the same were stated in this acceptance. The adjustment, if any,to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/Vendor/Consultant/ Design Professional arising o r related t. •- ange set forth herein, including claims for impact and delay costs. Accepted by: Air Date: Dane Kelly,Vice President, Kell :rothers, Inc. Approved by: Date: Evelyn Colon,Procurement Specialist, Procurement Services Division Accepted by: Date: Jay Ahmad, P.E., Director,Transportation Engineering Division Approved by: Date: David S.Wilkison, Department Head, Growth Management Department (Divisions who may require additional signatures may include on separate sheet) Revised: 10/28/2014 0 0 A A A A A A A A A A A A A N F-, r t0 t0 01 to Ui Ul Ul Ul Lli N N N o['] (O'] QO O O lD LD Q N L,11 Lo CII O O U, Cn Ul r. r U N N N -0 F+ H N W w N N N 0o -1 J d O 0 IL A A A O N N F-, i, A A A l0 r-, r+ A A Ln W w to W 'K 7. NJ N N r N r In N Cl C1 U1 Li' A A 3 03 J` nnvl - -Iv_ nv - zmznnnmmm vl to H m m r 0 0. 73 m m m r C ; n1 > > !'' n n c 1 -i , Z n m Z Z Z > v, ,n K ,t� n H H m m m Z N U, -0 -, .Zl _ _ C C .� Z Z C m m O m m m 7, 7, 7 D < o > z Gl G1 m �, v, n m D D n n n O n n .< -Fr m m n A n K 3 2 z Z O O .� D D \ ,� O O to 1 v, to Gl G7 Gl n Z Z r r Go r^ r rn Z 7373 r r Z m H H D onN0OOmmm - - mvmmc o 'y +— m m r r>, ..� n 0 ' Q A A DoDoP n P n m m n v K 1 OZ n L^ -O -o > >, C C C K C tCi, 0 0 n r 10 C T D Z m n m m -Ni O ...�K < m � U r.r m A A K K C z C C z 7o m -ni o� H C C W m 'n ✓ D A r. vi _. Do m '. D Om m - r^ 7c n mO D m O0 r ^r O m O T, o 7o " 0 O A , Z m MI m Do 0 G) rr r r m r r r r r r N r r r V, N CP N D V, T1 m m w C] 01 m - n j m rn n C f j 7 V n 0 P O 2 m c n. m Z °1 oa M N t0 N N N r1.N o 0 D W Ni 03 N A A 0 w N 01 Ut ^< � Ul 10 0080L0p0UN118000UiNJ4, 0Q m 0 A r- 1,n-i K m NJ 03 O W NJ N " ro O o N CID pN N N O W Z0- < N N W N 0 N O 1.1/ O CJ O O U) 0 001 0 J 0, D C C 0 n _� N t1 N p� N J N N t 13 N O Ni CO N N A ON A CT N CN11 Ni 72 N O N Ni Ni p p p Ni Cl 03 N 0 Ln N In N N 0 N LD N A U, V1 0 0 0 U1 w A A w A C. 0; th ih UN IQ th V/ VN UN in in in th in th ih to th in n 5. o w A C 0 NJ LD 0 U1 .Ol co W co) W In W W CO N U, i 3 Ul J 00 00 N 0 J to W NiN N N w ol0 Ln N O N O 1-n 01 N N N O P p Ap Wp V N 2 = V A U1 W 01 0 0 NJ N O C1 J 8 0 0 LAID ? th th th th th th to {h UN UT UN UN UN th th 4/Y th th th 'o F.)" m > 1- a U1 U, W W A N A AN N N N C A O N D Ln L 0 Ni Ni A LO A Cl C1 O Ni NJ U, W LD V J N NiU1 0 tri Cl Cl U1 1-' Cl 3 N 01 O N co U1 Wl0 0N o HA, 03 Ni N A 0 0, Ni NiN N a, Coin J Ni CO O N J J 00 00 A O N J LD U1 CO N O tD cn U, LD co O co cm 01 Oo O A CO io w N J A r. NJ A iD u, iN V A 0 0 NJ 0 0 0 J 0 al 0 :P 'CU NO V A m w A 0 0 0 Lo W olo 0 m 0 0 0 J 01 D D 73 D D D O CC 70 (Q C p 70 7o A 00 r^ 2 Z C Z Z m m m O O O p rrmf-*T-t� p rm- 0 r mrf'!�ll n 0 0 0 O O m O m C7 m m x, m —i x, m m D m m rn,1 0 0 O n {) O n 0 d m 0 0 0 m m m 0 7J 70 m M m O m 0 0 C O 29 0m O O O z z z COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT1 C ACHMENT B ATT COST SAVINGS INITIATIVE (CSTHE CHOKOLOSKEE LACEMENT . . ,. ,,. ,,,„ , ,...., _„, , ,,„ ,,, ..,......, , 404i,„„ , ,, 4,,„,,,, ,,,_ ; ..,•.••,•44'',;,,,,v--..`-..j ,;,.;-=.""”7 - _- ',-, '-- -••/' 1 4 ----trAl. , , , ,,..„.,,..,,,,,,\ , 7,,..:7 ro . I , ,,74-,,,.. . µ.5.r f} ,y.,. e”" / ,. , etc ` .mom- 1 w#', 4 .`` ' A ky y, f r g% d�. : ','-'i,' // / - ” ..r,r //r / / y 9 ./r \... The Contractor, Kelly Brothers, Inc., has proposed a cost savings initiative to replace the 54" cylinder piles in the original design with 24" piles by use of a more detailed wave loading analysis. This results in materials and equipment cost savings, increased load rating for the bridge, lower long-term maintenance costs, and a proposed savings of $1,048,849.66 to be shared between Collier County and Kelly Brothers, Inc. 1 11c , COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT COST SAVINGS INITIATIVE (CSI ) for the CHOKOLOSKEE BRIDGE REPLACEMENT COLLIER COUNTY BID #: 15-6447 Table of Contents 1.0 EXECUTIVE SUMMARY 3 2.0 RECOMMENDATIONS FROM REVIEW ENGINEERS 4 3.0 CSI SPECIFICATION 12 4.0 CONTRACTOR'S PROPOSAL 18 4.1 Description 18 4.2 Detailed Cost Estimate 22 4.3 Itemization of Changes, Roles & Responsibilities 26 4.4 Target Date for Approval 32 4.5 Revised Project Schedule 34 4.6 Proposed Plans 38 4.7 Engineering Analysis 159 4.8 Bridge Hydraulic Report & Wave Loading 160 4.9 Geotechnical Report 161 2 C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 1 .0 EXECUTIVE SUMMARY This Change Order is needed to incorporate a Cost Savings Initiative that was proposed by the Contractor for the Chokoloskee Bridge Replacement Project. The CSI proposes a redesign of the foundation to eliminate the need for 54" diameter cylinder piles and instead uses 24" square prestressed concrete piles. A more detailed wave loading analysis was performed to justify eliminating hold-down devices. Changes to the construction joint and phasing widths for the bridge are incorporated, which are a result of the new foundation system. This CSI will result in a total savings of $1,048,849.66 to be split between Collier County and Kelly Brothers, Inc. This savings will result in a reduction to the contract amount. Original Contract Amount: $8,050,911.82 Contract Change due to this Change Order: ($545,190.19) New Contract Amount after this Change Order: $7,505,721.63 Savings to Collier County $545,190.19 No additional Contract Days are required for this change as long as it is BOCC approved by December 1 3, 2016. 3 1Li CCOST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 2.0 RECOMMENDATIONS FROM REVIEW ENGINEERS Collier County Staff requested two separate bridge design engineering firms evaluate the merits of the CSI proposal. 1) T.Y. Lin International,the original Engineer of Record. 2) HighSpans Engineering, Inc.,the CEI firm for the project. Both firms replied positively, as long as final review comments are resolved; their respective letters included herein. 10/26/2016 Page 3 4 / C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Hi • hS • ans pows-A: ENGINEERING, INC. November 23,2016 Collier County Growth Management Department Transportation Engineering Division 2885 South Horseshoe Drive Naples,Florida 34104 Collier County Bid No. 15-6447 Collier County Project No. 66066.9 Subject: Chokoloskee Bridge Replacement,Cost Saving Initiative Dear Andrew Miller, On August 11,2016,Collier County G.M.D.Transportation Engineering Division requested that HighSpans Engineering, Inc.perform an independent review of the proposed Cost Savings Initiative Proposal and Contract Cost Proposal and provide a recommendation whether it should be approved. HighSpans has reviewed the 30%plans,90%plans,calculations, and signed and sealed plans dated 11/20/2016. Our review resulted in comments,all of which have been resolved. HighSpans actively participated the development of the CSI Cost Proposal. We compared the proposed additions/deletions to Statewide Average Prices(SWA),justified items that exceeded the SWA,and confirmed the proposed savings are reasonable. In addition to cost savings,the CSI proposal lowers maintenance cost of the bridge and increases the load rating of the bridge. The proposed CSI Bridge Design and Details will meet or exceed the original design's life expectancy of 75-years. In summary,HighSpans Engineering,Inc. recommends approval of the Cost Savings Initiative. If you have any questions,please feel free to contact me at any time, ZA Sincerely, k' • e Digitally signed by Vincent A 4.- .4. Vincent A Zaliauskas zaauskas cv%,kP Date.2015 11 22 15 31 55 050 No 60524 Vince Zaliauskas,P.E. FL 60524z* Principal Engineer • HighSpans Engineering,Inc. 6*.. STATE OF Cert. of Auth. 27559 0A;•., 41, <<,,,,L*• RIO .•.. ... '11.1111100 1500 Jackson St,Suite 201 Fort Myers, FL 33901 5 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT / C • i H1 ,hS • ans ENGINEERING, INC. December 2,2016 Collier County Growth Management Department Transportation Engineering Division 2885 South Horseshoe Drive Naples,Florida 34104 Collier County Bid No. 15-6447 Collier County Project No. 66066.9 Subject: Chokoloskee Bridge Replacement,Cost Saving Initiative Dear Andrew Miller, After review of 11/20/16 plan set,comments were resolved regarding the sheet pile walls. HighSpans has reviewed the sheet pile wall sheets BW-1 through BW-7, BW-12,and BW-13 with the final date of 12/02/16 and recommend approval. If you have any questions,please feel free to contact me at any time.,tot Sincerely, .`��'�� ZA(,I,1&s . •,', _Tg ally signed by Vincent A �� '•' t C E N s +. � Vincent A Zaliauskas o 2016.12.02 S 24.0500 No 60524 ; Vince Zaliauskas,P.E.FL 66524 Principal Engineer =*' * c*E HighSpans Engineering, Inc:;.. Cert. of Auth. 27559 %�'°. STATE OF '40' ; 9 `%O } 1500 Jackson St,Suite 201 Fort Myers, FL 33901 6 lic . COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT INTERNATIONAL engineers ( phanners 1 scientists November 22, 2016 Andrew Miller Senior Project Manager Collier County Growth Management Department Transportation Engineering Division 2885 S. Horseshoe Drive Naples,FL 34104 Re: Chokoloskee Bridge Replacement,Cost Savings Initiative Bid# 15-6447 Dear Mr.Miller, We have reviewed the Cost Savings Initiate (CSI) prepared by Cardno, Inc. for Kelly Brothers, Inc., dated 11/20/2016 as well as answers to subsequent questions we formulated. Based on the information provided,we believe the CSI meets the intent and design criteria of the original plans and therefore the bridge will meet or exceed the seventy-five (75) year design life. We recommend the County accept the CSI Proposal. Please contact me if you have any questions or require additional information. Sincerely, il ili James W.Molnar,P.E. Vice President Cc: Boon Chong,PE Vince Zaliauskas,PE 7 2400 1st Street,Suite 200 I Fort Myers,Florida 33901 I T 239.332.4846 I F 239.332.4798 I www.tylin.com i 1 C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Project: Chokoloskee Bridge Replacement DATE: 11/22/2016 Project#: 66066.9,Bid 15-6447 REVISION No.8 HighSpans Engineering,Inc. ENGINEER'S ESTIMATE OF CSI COST SAVINGS 1)CSI CONSTRUCTION COSTS Total Total Unit Item Unit Price Amount Quantity Meas Description 102-71-14 $ 32.34 $42,527.10 1315 LF BARRIER WALL,TEMPORARY,F&I,TYPE K 102-71-24 $ 17.49 $19,186.53 1097 LF BARRIER WALL,TEMPORARY,RELOCATE,TYPE K 102-89-1 $ 1,518.00 $15,180.00 10 LF TEMPORARY CRASH CUSHION,REDIRECTIVE OPTION 400- 4- 5 $ 1,224.00 $190,944.00 156 CY CLASS IV CONCRETE(SUBSTRUCTURE) 400- 4-25 $ - $0.00 0 CY CLASS IV CONCRETE(MASS,SUBSTR.)(DELETE) 400-143 $ 0.67 $8,894.25 13275 SF CLEAN AND COAT,CLASS V 415-1-4 $ 1.20 $144,240.00 120200 LB REINFORCING STEEL(SUPER STRUCTURE) 415- 1- 5 $ 1.32 $23,760.00 18000 LB REINFORCING STEEL(SUBSTRUCTURE) 450- 2-36 $ 375.00 $421,875.00 1125 LF PRESTRESSED BEAMS:FLORIDA-I BEAM 36" 455-34-5 $ 409,310.40 $409,310.40 1 LS PILES CONCRETE 24" 455-143-5 $ 97,889.33 $97,889.33 1 LS TEST PILE 24" 460-1-15 $ 2.65 $6,069.64 2290.43 LB STRUCTURE STEEL-MISC 1)SUBTOTAL CONSTRUCTION COST $1,379,876.25 2)AS-BID CONTRACT COSTS 102-71-14 $ 32.34 $50,741.46 1569 LF BARRIER WALL,TEMPORARY,F&I,TYPE K 102-71-24 $ 17.49 $45,474.00 2600 LF BARRIER WALL,TEMPORARY,RELOCATE,TYPE K 102-89-1 $ 1,518.00 $36,432.00 24 LF TEMPORARY CRASH CUSHION,REDIRECTIVE OPTION 400- 4- 5 $ 1,224.00 $88,250.40 72.1 CY CLASS IV CONCRETE(SUBSTRUCTURE) 400- 4-25 $ 630.00 $165,879.00 263.3 CY CLASS IV CONCRETE(MASS,SUBSTR.) 400-143 $ 0.67 $9,313.00 13900 SF CLEAN AND COAT,CLASS V 415-1-4 $ 1.36 $165,104.00 121400 LB REINFORCING STEEL(SUPERSTRUCTURE) 415- 1- 5 $ 1.32 $120,648.00 91400 LB REINFORCING STEEL(SUBSTRUCTURE) 450- 2-36 $ 396.61 $446,186.25 1125 IF PRESTRESSED BEAMS:FLORIDA-I BEAM 36" 455-36- 1 $ 1,505.00 $1,225,070.00 814 LF CONCRETE CYLINDER PILES(54"DIAM.) 455-143- 8 $ 1,681.86 $351,508.74 209 LF TEST PILES(CONC CYL PILE)(54"DIAM.) 460-1-15 $ 2.65 $43,195.00 16300 LB STRUCTURE STEEL-MISC 2)SUBTOTAL CONTRACT COSTS $2,747,801.85 8 I COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Project: Chokoloskee Bridge Replacement DATE: 11/22/2016 Project#: 66066.9,Bid 15-6447 REVISION No.8 HighSpans Engineering,Inc. ENGINEER'S ESTIMATE OF CSI COST SAVINGS 3)CONSTRUCTION SAVINGS(2-1) $1,367,925.60 4)ENGINEERING COSTS 999-004-1 $ 319,075.94 $319,075.94 1 LS CONTRACTOR'S EOR,COASTAL&GEOTECHNICAL 4)SUBTOTAL ENGINEERING COSTS $319,075.94 23% %OF CONSTRUCTION SAVINGS 5)SAVINGS AFTER ENGINEERING COSTS(3-4) $1,048,849.66 CONTRACTOR'S SHARE OF SAVINGS $524,424.83 COUNTY'S SHARE OF SAVINGS $524,424.83 6)IMPLEMENTATION COSTS PAID BY THE COUNTY $ 16,122.50 $16,122.50 1 LS EOR COST $ 25,408.22 $25,408.22 1 LS CEI COST 6)SUBTOTAL IMPLEMENTATION COSTS $41,530.72 3% %OF CONSTRUCTION SAVINGS CONTRACTOR'S SHARE OF COSTS $20,765.36 COUNTY'S SHARE OF COSTS $20,765.36 7)SAVINGS AFTER IMPLEMENTATION COSTS 999-004-2 CONTRACTOR'S SHARE OF SAVINGS $503,659.47 8)CONTRACT AMOUNT CHANGES ORIGINAL CONTRACT AMOUNT $8,050,911.82 REDUCTION TO CONTRACT AMOUNT $545,190.19 NEW CONTRACT AMOUNT $7,505,721.63 9 I C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Chokoloskee Bridge Replacement Project Change Order 04 Project Number: 66066.9 Bid Number: 15-6447 ORIGINAL BID NEW UNIT PRICE PRICE SWA PRICE 450- 2-36 PREST BEAMS: FLORIDA-I BEAM 36" PROPOSED $ 396.61 $ 375.00 $ 222.31 This pay item deviates from the FDOT 6-month State Wide Average pricing. This was a change from the bid price which was already higher than the Statewide Average. The bid price was lowered due to removal of steel hardware. Transportation to the remote location also contributed to the increase in price. ORIGINAL BID NEW UNIT PRICE PRICE SWA PRICE 415-1-4 REINFORCING STEEL(SUPERSTRUCTURE) $ 1.36 $ 1.20 $ 0.81 This pay item deviates from the FDOT 6-month State Wide Average pricing. This was a change from the bid price which was already higher than the Statewide Average. Transportation to the remote location contributed to the increase in price. QUANTITY UNIT PRICE SWA PRICE 455-34-5 PILES CONCRETE 24" 1585 LF $ 258.24 $ 222.00 The lump sum pile cost was calculated using the linear footage and unit prices above. Transportation to the remote location, 100% PDA, post-grouting,and geotech costs contributed to the increase in price. QUANTITY UNIT PRICE SWA PRICE 455-143-5 TEST PILE 24" 209 LF $ 468.37 $ 320.00 The lump sum test pile cost was calculated using the linear footage and unit prices above. Cost of the PDA and geotechnical engineering cost in the unit price.Transportation to the remote location, 100% PDA, post-grouting, and geotech costs contributed to the increase in price. 10 1 I CI; ' COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT EESFO05=05/23/'2016-13.23.2'3. - a). • - Florida Iia artmeat of zr a �• •�.� p , tea Average Bait9 ii ,' ' c'''.; �y,,,,,,iF' '01Sj y 2016/04/30 Caatsact Types CC ST,A19��p,%/� �� 4 a S S DaRpiaying: VALID ITEMS KITH 7 6 �; /i . / Front 0102 1 Too 9999999 ai`..ga'?;, ° ,' ,,�'i. yw 4 No. of Weighted Total Total Unit Item Conte: Average Amount Quantity Meae Obs? Description 0443 70 6 3 $163.19 $754,432.24 4,623.000 LF N FRENCH DRAIN, 36" 0444 70 11 1 $165.00 $26,400.00 160.000 LF N DEEP WELL- OPEN HOLE, 24" 0444 71 11 1 $235.00 $188,000.00 800.000 LF N DEEP WELL CASING, 24" 0446 1 1 3 $26.11 $1,166,126.80 44,659.000 LF N EDGEDRAIN DRAINCRETE, STANDARD 0446 71 1 5 $26.04 $44,114.40 1,694.000 LF N EDGEDRAIN OUTLET PIPE, 4" 0450 1 1 2 $134.83 $205,616.92 1,525.000 LF N PREST BEAMS, TYPE II 0450 1124 1 $333.23 $171,280.22 514.000 LF N PREST BEAM, FDT 24 0450 2 36 2 $218.09 $331,490.00 1,520.000 LF N PREST BEAMS: FLORIDA-I BEAM 36" 0450 3 11 1 $350.00 $43,750.00 125.000 LF N PRESTRESSED SLAB UNITS,48" X 12" 0450 3 21 1 $350.00 $76,650.00 219.000 LF N PRESTRESSED SLAB UNITS,60" X 12" 0450 83 1 1 $1,503.00 $223,947.00 149.000 EA N BEAM REPAIR, STRAND SPLICES 0455 34 3 1 $200.00 $150,000.00 750.000 LF N PRESTRESSED CONCRETE PILING, 18" SQ 0455 34 5 1 $222.00 $139,860.00 630.000 LF N PRESTRESSED CONCRETE PILING, 24" SQ 0455 34203 4 $77.95 $681,285.90 8,740.000 LF N PREST CONC PILING, 100% DYN TEST, EXT 18 0455 34205 2 $83.74 $412,425.00 4,925.000 LF N PREST CONC PILING, 100% DYN TEST, EXT 24 0455 76 1 $400.00 $28,000.00 70.000 EA N WRAP PILE CLUSTERS 0455 81102 1 $3,105.00 $93,150.00 30.000 EA N CATHODIC PROT,F&I,PILE,ZINC ANODE ASSEM 0455133 2 3 $19.72 $1,593,213.70 80,797.000 SF N SHEET PILING STEEL, TEMPORARY-CRITICAL 0455133 3 4 $34.03 $7,508,134.30 220,639.000 SF N SHEET PILING STEEL, F&I PERMANENT 0455143 5 1 $320.00 $76,800.00 240.000 LF N TEST PILES-PREST CONCRETE,24" SQ 0455143203 1 $334.58 $56,878.60 170.000 LF N TEST PILES- PRESTR CONC, EXT 18" 0455143205 1 $320.00 $38,400.00 120.000 LF N TEST PILES- PRESTR CONC, EXT 24" 0457 1 22 1 $1,630.00 $171,150.00 105.000 LF N STD INTEGRAL PILE JKT, STR, 16 to 30 0457 2121 1 $1,400.00 $137,200.00 98.000 LF N CATH PROT INTE PILE JA, NON-STR, 16.1-30 0457 2211 1 $1,900.00 $619,400.00 326.000 LF N CATH PROT INTE PILE JA, STR,UP TO 16 0457 2221 2 $1,741.84 $402,365.84 231.000 LF N CATH PROT INTE PILE JA, STR, 16.1-30 0458 1 11 10 $42.13 $114,931.45 2,728.000 LF N BRIDGE DECK EXPANSION JNT,NEW,POURED 0458 1 21 15 $78.83 $525,816.62 6,670.000 LF N BRIDGE DECK EXPANSION JNT, REHAB,POURED 0458 1 23 1 $254.40 $46,046.40 181.000 LF N BRIDGE DECK EXPANSION JNT, REHAB,MODULAR 0458 1 24 1 $1,300.00 $330,200.00 254.000 LF N BRIDGE DECK EXPAN JNT,REHAB,FINGER JNT 0458 1 25 1 $194.00 $13,386.00 69.000 LF N BRIDGE DECK EXPAN JNT, REHAB,COMPRESSION 0458 1 26 1 $141.00 $271,425.00 1,925.000 LF N BRIDGE DECK EXPANSION JNT, REHAB,OTHER 0458 2 5 $664.69 $261,089.70 392.800 CF N POLYMER NOSING FOR BRIDGE DECK EXPANSION 0460 1 3 1 $38.00 $160,588.00 4,226.000 LB N STRUCT STEEL-REHAB, SHOE ASSEMBLIES 0460 1 11 1 $8.00 $10,560.00 1,320.000 LB N STRUCT STEEL REHAB-SCREW, BOLT & WASH 0460 1 13 1 $40.20 $126,630.00 3,150.000 LB N STRUCT STEEL REHAB-BOLT, NUT, WASH & PLT 0460 1 15 6 $38.53 $882,328.09 22,902.000 LB N STRUCT STEEL - REHAB, MISC. 0460 2 2 1 $6.11 $91,039.00 14,900.000 LB N STRUCT STEEL, LOW ALLOY 0460 2 15 1 $9.52 $6,997.20 735.000 LB N STRUCT STEEL, MISCELLANEOUS 0460 6 1 2 $420,778.00 $841,556.00 2.000 LS N LADDERS & PLATFORMS, NEW CONSTRUCTION 11 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 1L; 3.0 CSI SPECIFICATION 12 1 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 2014 Standard Specifications 4-3.6 Connections to Existing Pavement,Drives and Walks: Generally adhere to the limits of construction at the beginning and end of the project as detailed in the Plans.However, if the Engineer determines that it is necessary to extend the construction in order to make suitable connections to existing pavement,the Engineer will authorize such a change in writing. For necessary connections to existing walks and drives that are not indicated in the Plans,the Engineer will provide direction regarding the proper connections in accordance with the Design Standards. 4-3.7 Differing Site Conditions: During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the Contract, or if unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the Contract are encountered at the site,the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before the Contractor disturbs the conditions or performs the affected work. Upon receipt of written notification of differing site conditions from the Contractor,the Engineer will investigate the conditions, and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the Contract, an adjustment will be made, excluding loss of anticipated profits, and the Contract will be modified in writing accordingly.The Engineer will notify the Contractor whether or not an adjustment of the Contract is warranted. The Engineer will not allow a Contract adjustment for a differing site condition unless the Contractor has provided the required written notice. The Engineer will not allow a Contract adjustment under this clause for any effects caused to any other Department or non-Department projects on which the Contractor may be working. 4-3.8 Changes Affecting Utilities: The Contractor shall be responsible for identifying and assessing any potential impacts to a utility that may be caused by the changes proposed by the Contractor, and the Contractor shall at the time of making the request for a change notify the Department in writing of any such potential impacts to utilities. Department approval of a Contractor proposed change does not relieve the Contractor of sole responsibility for all utility impacts,costs, delays or damages,whether direct or indirect,resulting from Contractor initiated changes in the design or construction activities from those in the original Contract Specifications, design plans(including traffic control plans) or other Contract Documents and which effect a change in utility work different from that shown in the utility plans,joint project agreements or utility relocation schedules. 4-3.9 Cost Savings Initiative Proposal: 4-3.9.1 Intent and Objective: (1)This Subarticle applies to any cost reduction proposal (hereinafter referred to as a Proposal)that the Contractor initiates and develops for the purpose of refining the Contract to increase cost effectiveness or significantly improve the quality of the end result. A mandatory Cost Savings Initiative Workshop will be held prior to Contract Time beginning for the Contractor and Department to discuss potential Proposals. This Subarticle does not,however, apply to any such proposal unless the Contractor identifies it at the time of its submission to the Department as a proposal submitted pursuant to this Subarticle. (2)The Department will consider Proposals that would result in net savings to the Department by providing a decrease in the cost of the Contract.Proposals must 26 13 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT I I I result in savings without impairing essential functions and characteristics such as safety, service, I life,reliability, economy of operation, ease of maintenance, aesthetics and necessary standard design features.However,nothing herein prohibits the Contractor from submitting Proposals when the required functions and characteristics can be combined,reduced or eliminated because they are nonessential or excessive.The Department will not recognize the Contractor's correction of plan errors that result in a cost reduction,as a Proposal. (3)The Department reserves the right to reject at its discretion any Proposal submitted that proposes a change in the design of the pavement system or that would require additional right-of-way.Pending the Department's execution of a formal supplemental agreement implementing an approved Proposal,the Contractor shall remain obligated to perform the work in accordance with the terms of the existing Contract. The Department may grant time extensions to allow for the time required to develop and review a Proposal. (4)For potential Proposals not discussed at the Cost Savings Initiative Workshop,a mandatory concept meeting will be held for the Contractor and Department to discuss the potential Proposal prior to development of the Proposal. 4-3.9.2 Subcontractors: The Department encourages the Contractor to include the provisions of this Subarticle in Contracts with subcontractors and to encourage submission of Proposals from subcontractors.However, it is not mandatory to submit Proposals to the Department or to accept or transmit subcontractor proposed Proposals to the Department. 4-3.9.3 Data Requirements: As a minimum, submit the following information with each Proposal: (1) a description of the difference between the existing Contract requirement,including any time extension request, and the proposed change, and the comparative advantages and disadvantages. (2) separate detailed cost estimates for both the existing Contract requirement and the proposed change.Break down the cost estimates by pay item numbers indicating quantity increases or decreases and deleted pay items. Identify additional proposed work not covered by pay items within the Contract,by using pay item numbers in the Basis of Estimates Manual. In preparing the estimates, include overhead,profit,and bond within pay items in the Contract. Separate pay item(s)for the cost of overhead,profit,and bond will not be allowed. (3) an itemization of the changes, deletions or additions to plan details, plan sheets, design standards and Specifications that are required to implement the Proposal if the Department adopts it. Provide preliminary plan drawings sufficient to describe the proposed changes. (4) engineering or other analysis in sufficient detail to identify and describe specific features of the Contract that must be changed if the Department accepts the Proposal with a proposal as to how these changes can be accomplished and an assessment of their effect on other project elements. The Department may require that engineering analyses be performed by a prequalified consultant in the applicable class of work. Support all design changes that result from the Proposal with prints of drawings and computations signed and sealed by the Contractor's Engineer of Record. Written documentation or drawings will be provided clearly delineating the responsibility of the Contractor's Engineer of Record. (5)the date by which the Department must approve the Proposal to obtain the total estimated cost reduction during the remainder of the Contract,noting any effect on the Contract completion time or delivery schedule. 27 14 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT (6) a revised project schedule that would be followed upon approval of the Proposal. This schedule would include submittal dates and review time for the Department and Peer reviews. 4-3.9.4 Processing Procedures: Submit two copies of each Proposal to the Engineer or his duly authorized representative. The Department will process Proposals expeditiously;however,the Department is not liable for any delay in acting upon a Proposal submitted pursuant to this Subarticle. The Contractor may withdraw, in whole or in part, a Proposal not accepted by the Department within the period specified in the Proposal.The Department is not liable for any Proposal development cost in the case where the Department rejects or the Contractor withdraws a Proposal. The Engineer is the sole judge of the acceptability of a Proposal and of the estimated net savings in construction costs from the adoption of all or any part of such proposal. In determining the estimated net savings,the Department reserves the right to disregard the Contract bid prices if,in the judgment of the Engineer,such prices do not represent a fair measure of the value of work to be performed or to be deleted. Prior to approval,the Engineer may modify a Proposal,with the concurrence of the Contractor,to make it acceptable. If any modification increases or decreases the net savings resulting from the Proposal,the Department will determine the Contractor's fair share upon the basis of the Proposal as modified and upon the final quantities. The Department will compute the net savings by subtracting the revised total cost of all bid items affected by the Proposal from the total cost of the same bid items as represented in the original Contract. Prior to approval of the Proposal that initiates the supplemental agreement,provide acceptable Contract-quality plan sheets revised to show all details consistent with the Proposal design. 4-3.9.5 Computations for Change in Contract Cost of Performance: If the Proposal is adopted,the Contractor's share of the net savings as defined hereinafter represents full compensation to the Contractor for the Proposal. The Department will not include its costs to process and implement a Proposal in the estimate.However,the Department reserves the right,where it deems such action appropriate,to require the Contractor to pay the Department's cost of investigating and implementing a Proposal as a condition of considering such proposal. When the Department imposes such a condition,the Contractor shall accept this condition in writing,authorizing the Department to deduct amounts payable to the Department from any monies due or that may become due to the Contractor under the Contract. 4-3.9.6 Conditions of Acceptance for Major Design Modifications of Category 2 Bridges: A Proposal that proposes major design modifications of a category 2 bridge, as determined by the Engineer,shall have the following conditions of acceptance: All bridge plans relating to the Proposal shall undergo an independent peer review conducted by a single independent engineering firm referred to for the purposes of this article as the Independent Review Engineer who is not the originator of the Proposal design, and is pre-qualified by the Department in accordance with Rule 14-75,Florida Administrative Code. The independent peer review is intended to be a comprehensive,thorough verification of the original work,giving assurance that the design is in compliance with all Department requirements.The Independent Review Engineer's comments,along with the resolution of each comment, shall be submitted to the Department. The Independent Review Engineer shall sign and seal the submittal cover letter stating that all comments have been adequately addressed and 28 15 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT the design is in compliance with the Deparluient requirements.If there are any unresolved comments the Independent Review Engineer shall specifically list all unresolved issues in the signed and sealed cover letter. The Contractor shall designate a primary engineer responsible for the Proposal design and as such will be designated as the Contractors Engineer of Record for the Proposal design. The Department reserves the right to require the Contractor's Engineer of Record to assume responsibility for design of the entire structure. New designs and independent peer reviews shall be in compliance with all applicable Department,FHWA and AASHTO criteria requirements including bridge load ratings. 4-3.9.7 Sharing Arrangements: If the Department approves a Proposal,the Contractor shall receive 50%of the net reduction in the cost of performance of the Contract as determined by the final negotiated agreement between the Contractor and the Department. The net reduction will be determined by subtracting from the savings of the construction costs the reasonable documented engineering costs incurred by the contractor to design and develop a Proposal. The reasonable documented engineering costs will be paid by the Department. Engineering costs will be based on the consultant's certified invoice and may include the costs of the Independent Review Engineer in 4-3.9.6. The total engineering costs to be subtracted from the savings to determine the net reduction will be limited to 25%of the construction savings and shall not include any markup by the Contractor or the costs for engineering services performed by the Contractor. 4-3.9.8 Notice of Intellectual Property Interests and Department's Future Rights to a Proposal: 4-3.9.8.1 Notice of Intellectual Property Interests: The Contractor's Proposal submittal shall identify with specificity any and all forms of intellectual property rights that either the Contractor or any officer, shareholder, employee, consultant,or affiliate, of the Contractor,or any other entity who contributed in any measure to the substance of the Contractor's Proposal development,have or may have that are in whole or in part implicated in the Proposal. Such required intellectual property rights notice includes,but is not limited to, disclosure of any: issued patents, copyrights, or licenses;pending patent, copyright or license applications; and any intellectual property rights that though not yet issued, applied for or intended to be pursued,could nevertheless otherwise be subsequently the subject of patent, copyright or license protection by the Contractor or others in the future. This notice requirement does not extend to intellectual property rights as to stand-alone or integral components of the Proposal that are already on the Department's QPL or design standard indexes,or are otherwise generally known in the industry as being subject to patent or copyright protection. 4-3.9.8.2 Department's Future Rights to a Proposal: Notwithstanding 7-3 nor any other provision of the Standard Specifications, upon acceptance of a Proposal,the Contractor hereby grants to the Department and its contractors(such grant being expressly limited solely to any and all existing or future Department construction projects and any other Department projects that are partially or wholly funded by or for the Department)a royalty-free and perpetual license under all forms of intellectual property rights to manufacture,to use,to design,to construct,to disclose,to reproduce,to prepare and fully utilize derivative works,to distribute, display and publish, in whole or in part,and to permit others to do any of the above, and to otherwise in any manner and for any purpose whatsoever do anything reasonably 29 16 r COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT necessary to fully utilize any and all aspects of such Proposal on any and all existing and future construction projects and any other Department projects. Contractor shall hold harmless, indemnify and defend the Department and its contractors and others in privity therewith from and against any and all claims, liabilities, other obligations or losses, and reasonable expenses related thereto (including reasonable attorneys' fees),which are incurred or are suffered by any breach of the foregoing grants, and regardless of whether such intellectual property rights were or were not disclosed by the Contractor pursuant to 4-3.9.8.1,unless the Department has by express written exception in the Proposal acceptance process specifically released the Contractor from such obligation to hold harmless, indemnify and defend as to one or more disclosed intellectual property rights. 4-4 Unforeseeable Work. When the Department requires work that is not covered by a price in the Contract and such work does not constitute a"Significant Change"as defined in 4-3.1,and the Department finds that such work is essential to the satisfactory completion of the Contract within its intended scope,the Department will make an adjustment to the Contract.The Engineer will determine the basis of payment for such an adjustment in a fair and equitable amount. 4-5 Rights in and Use of Materials Found on the Site of the Work. 4-5.1 Ownership and Disposal of Existing Materials: Take ownership and dispose of all materials that are not designated as the property of other parties, in both roadway and structures,found on the right-of-way,and all material in structures designated for removal. Such materials do not include earth or other excavated material required for the construction of the project.During construction,the Contractor may use materials from existing structures that are required to be removed and that are designated to remain the property of the Department.Do not cut or otherwise damage such material during removal unless the Engineer gives permission to do so. Store material in an accessible location as the Engineer directs. The Department is not responsible for the quality or quantity of any material salvaged. 4-5.2 Ornamental Trees and Shrubs: Take ownership of all ornamental trees or shrubs existing in the right-of-way that are required to be removed for the construction operations and which are not specifically designated on the Plans to be reset, or to be removed by others prior to the construction operations. 4-6 Final Cleaning Up of Right-of-Way. Upon completion of the work, and before the Department accepts the work and makes final payment,remove from the right-of-way and adjacent property all falsework,equipment, surplus and discarded materials,rubbish and temporary structures;restore in an acceptable manner all property,both public and private,that has been damaged during the prosecution of the work; and leave the waterways unobstructed and the roadway in a neat and presentable condition throughout the entire length of the work under Contract.Do not dispose of materials of any character,rubbish or equipment, on abutting property,with or without the consent of the property owners.The Engineer will allow the Contractor to temporarily store equipment,surplus materials,usable forms,etc.,on a well-kept site owned or leased by the Contractor,adjacent to the project.However,do not place or store discarded equipment,materials, or rubbish on such a site. 30 17 C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.0 CONTRACTOR'S PROPOSAL 4.1 Description 18 I i c , '01'1 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT at; ., a 1 CGC1519750 IIIIIMINIMMINalr KELLY BROTHERS,INC INTRODUCTION Pursuant to FDOT Specification 4-3.9 Cost Savings Initiative Proposal (CSI),Kelly Brothers Inc. (KBI)would like to initiate and develop a CSI that will increase cost effectiveness and significantly improve the quality of the end results by reducing future maintenance cost. The CSI will result in savings without impairing essential functions and characteristics such as safety, service, life, reliability,economy of operation,ease of maintenance,aesthetics and necessary standard design features. It will require KBI to do a full re-design of bridge using the 2014 FDOT design standards (same as existing design). The focus of the re-design will be on re-calculating the bridge reaction to the wave forces using a more detailed level II analysis and implementing the bridge design accordingly. The original design used a less detailed less expensive level I analysis. This will include eliminating the current complex beam anchorage system, providing concrete keeper blocks on the bents, and re-designing the superstructure, substructure, and foundation. The bridge will utilize prestressed FIB-36 beams with cast-in-place deck and the bridge foundation will utilize 24" precast prestressed concrete piles (PPCP). The re-design will also increase the horizontal clearance for boat traffic. • New design will have the same loading capacities as the original design. • New design will meet or exceed all FDOT design standards (2014). • New design will increase the horizontal clearance for boat traffic. • New design will eliminate complex beam anchorage system that would have required future maintenance THE DATE BY WHICH THIS PROPOSAL MUST BE BOCC APPROVED AND NOT AFFECT THE ORIGINAL COMPLETION DATE IS DECEMBER 13, 2016. 15775 Pine Ridge Road, Fort Myers, FL 33908 P: (239)482-7300• F: (239)482-8014 www.kellybros.net 19 `,. „ is i co , ' COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT ,,, a CGC1519780 UMMiiiiiMair KELLY BROTHERS,INC ORIGINAL PROJECT DESCRIPTION A three span prestressed concrete girder bridge will be used to traverse the Chokoloskee Bay along CR 29. The new bridge will consist of: • Foundation of 54" cylinder piles (nonessential/added cost)not manufactured in Florida (trucking)require specialty equipment (added cost) • Mass concrete type caps that consist of large amounts of concrete (nonessential/added cost) • Three 75'-0" long spans bridge on a part of a 550'-0" vertical curve. The bridge will be not be skewed. • Overall bridge deck width of 52'-0" (two 12'-0" lanes, two 8'-0" shoulders, and one 8'-2" sidewalk. • 5 FIB-36 beams anchored with galvanized barring assemblies (nonessential/future maintenance). • Combination steel sheet pile wall with galvanized coating approaches at both ends of the bridge REVISED PROJECT DESCRIPTION A three span prestressed concrete girder bridge will be used to traverse the Chokoloskee Bay along CR 29. The revised bridge will consist of: • Foundation of 24" concrete piles (cost savings)manufactured in Florida(less trucking) do not require specialty equipment (cost savings) • Standard size Caps (cost savings) • Three 75'-0" long spans bridge on a part of a 550'-0" vertical curve. The bridge will be not be skewed. • Overall bridge deck width of 52'-0" (two 12'-0" lanes, two 8'-0" shoulders, and one 8'-2" sidewalk. • PZ40 steel sheet pile wall with galvanized coating approaches at both ends of the bridge (heavier pile section than original at no additional cost) • 5 FIB-36 beams setting on barring pads and secured with concrete shear blocks (eliminates need for maintenance on galvanized anchor blocks and reduces the cost of future pad replacements). 15775 Pine Ridge Road, Fort Myers, FL 33908 P: (239)482-7300• F: (239)482-8014 www.kellybros.net 20 001'I COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT I I t CGC1519780 KELLY BROTHERS,INC Please see attached sheet for detailed cost savings: PRELIMINARY SAVINGS $1,367,925.60 TOTAL SAVINGS $1,048,849.66 15775 Pine Ridge Road, Fort Myers, FL 33908 P: (239)482-7300. F: (239)482-8014 www.kellybros.net 21 11C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.2 Detailed Cost Estimate 22 1 -rr„. COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT .,, MIIIIMIIIINIIIIIIIIIIr CGC1S19780 KELLY BROTHERS,INC HighSpans Engineering, Inc. Letter No.015 Vince Zaliauskas,P.E. October 18,2016 Sr. Project Manager 815 South Copeland Ave.#13 SUBMITTAL 044 Everglades City, Florida 34139 Collier County Bid No.15-6447 Collier County Project No.66066.9 Subject: Cost Savings Initiative(Contractors Commitment Letter) Mr.Zaliauskas, Kelly Brothers Inc.(KBI) is stating that the proposed savings(attached)will not be affected by final design review comments, unknown field conditions,and that KBI takes full responsibility I for the new design. The monetary compensation provided for in the CSI Proposal constitutes full and complete payment for such work KBI will have no right to any additional monetary compensation for any direct or indirect costs or profit for any additional work required to complete the work included in the Cost Savings Initiative. Engineer's approval of the CSI will not relieve KBI of sole responsibility for all impacts,costs, delays or damages,whether direct or indirect, resulting from Contractor initiated changes in the design, including changes that result from the review process. Sincerely, Ar 1 (ra,,--P.... ivl Dane Kelly Vice President danek@kellvbros.net (239)482-7300 CC:File, 15775 Pine Ridge Road,Fort Myers,FL 33908 P: (239)482-7300•F: (239)482-8014 immkOlYbros,Ilet 23 11c COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Project Chokoloskee Bridge Replacement DATE 11/22/2016 Project#: 66066.9,Bid 16.6447 REVISION No.8 I KELLY BROTHERS'S ESTIMATE OF CSI COST SAVINGS I 1)CSI CONSTRUCTION COSTS Total Total Unit Item Unit Price Amount Quantity Meas Description 102-71-14 $ 32.34 $42,527.10 1315 LF BARRIER WALL,TEMPORARY,F&I,TYPE K 102-71-24 $ 17.49 $19,186.53 1097 LF BARRIER WALL,TEMPORARY,RELOCATE,TYPE K 102-89-1 $ 1,518,00 $15,180.00 10 LF TEMPORARY CRASH CUSHION,REDIRECTIVE OPTION 400-4-5 $ 1,224.00 $190,944.00 156 CY CLASS IV CONCRETE(SUBSTRUCTURE) 4C)0-4-25 $ - $0.00 0 SF CLASS IV CONCRETE(MASS,SUBSTR.)(DELETE) 400-143 $ 0.67 $8,894.25 13275 CF CLEAN AND COAT,CLASS V 415-1-4 $ 1.20 $144,240.00 120200 LB REINFORCING STEEL(SUPER STRUCTURE) 415- 1-5 $ 1.32 $23,760.00 18000 LB REINFORCING STEEL(SUBSTRUCTURE) 450-2-36 $ 375.00 $421,875.00 1125 LF PRESTRESSED BEAMS:FLORIDA-I BEAM 36" 455-34-5 $ 409,310.40 $409,310.40 1 LS PILES CONCRETE 24" 455-143-5 $ 97,889.33 $97,889.33 1 LS TEST PILE 24" 460-1-15 $ 2.65 $6,069.64 2290.43 LB STRUCTURE STEEL-MISC 1)SUBTOTAL CONSTRUCTION COST $1,379,876.25 2)AS-BID CONTRACT COSTS 102-71-14'" $ 32.34 $50,741.46 1569 LF BARRIER WALL,TEMPORARY,F&I,TYPE K 102-71-24 $ 17A9 $45,474.00 2600 LF BARRIER WALL,TEMPORARY,RELOCATE,TYPE K 102-89-1 $ 1,518.00 $36,432.00 24 LF TEMPORARY CRASH CUSHION,REDIRECTIVE OPTION 400-4- 5 $ 1,224.00 $88,250.40 72.1 CY CLASS IV CONCRETE(SUBSTRUCTURE) 400-4-25 $ 630.00 $165,879.00 263.3 CY CLASS IV CONCRETE(MASS,SUBSTR.) 400-143 $ 0.67 $9,313.00 13900 SF CLEAN AND COAT,CLASS V 415-1-4 $ 1.36 $165,104.00 121400 LB REINFORCING STEEL(SUPERSTRUCTURE) 415- 1-5 $ 1.32 $120,648.00 91400 LB REINFORCING STEEL(SUBSTRUCTURE) 450- 2-36 $ 396.61 $446,186.25 1125 LF PRESTRESSED BEAMS:FLORIDA-I BEAM 36" 455-36- 1 $ 1,505.00 $1,225,070.00 814 LF CONCRETE CYLINDER PILES(54"DIAM.) 455-143-8 $ 1,681.86 $351,508.74 209 LF TEST PILES(CONC CYL PILE)(54"DIAM.) 460-1-15 $ 2.65 $43,195.00 16300 LB STRUCTURE STEEL-MISC 2)SUBTOTAL CONTRACT COSTS $2,747,801.85 24 i ,1 r COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 3)CONSTRUCTION SAVINGS(2-1) $1,367,925.60 4)ENGINEERING COSTS 999-CO4-1 5 319,075.94 $319,075.94 1 LS CONTRACTOR'S EOR,COASTAL&GEOTECHNICAL 4)SUBTOTAL ENGINEERING COSTS $319,075.94 23% %OF CONSTRUCTION SAVINGS 5)SAVINGS AFTER ENGINEERING COSTS(3-4) $1,048,849.66 CONTRACTOR'S SHARE OF SAVINGS $524,424.83 COUNTY'S SHARE OF SAVINGS $524,424.83 6)IMPLEMENTATION COSTS PAID BY THE COUNTY $ 16,122.50 $16,122.50 1 LS EOR COST $ 25,408.22 $25,408.22 1 LS CEI COST 6)SUBTOTAL IMPLEMENTATION COSTS $41,530.72 3% %OF CONSTRUCTION SAVINGS CONTRACTOR'S SHARE OF COSTS $20,765.36 COUNTY'S SHARE OF COSTS $20,765.36 7)SAVINGS AFTER IMPLEMENTATION COSTS 999-004-2 CONTRACTOR'S SHARE OF SAVINGS $503,659.47 8)CONTRACT AMOUNT CHANGES ORIGINAL CONTRACT AMOUNT $8,050,911.82 REDUCTION TO CONTRACT AMOUNT $545,190.19 NEW CONTRACT AMOUNT $7,505,721.63 C.*-4.., • it - ,:f. Dane Kelly Vice President Kelly Brothers Inc. 25 I C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.3 Itemization of Changes, Roles & Responsibilities 26 A c COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Sheet# TYLin Plan Set Sheet Title CSI Action Card no Plan Set Sheet Title 1 Key Sheet Remains Unchanged 2 Summary of Pay Items Remains Unchanged 3 Typical Sections Remains Unchanged 4 Typical Sections Remains Unchanged 5 Typical Sections Remains Unchanged 6 Summary of Quantities Remains Unchanged 7 General Notes Remains Unchanged 8 Roadway Plans Remains Unchanged 9 Roadway Plans Remains Unchanged 10 Roadway Plans Remains Unchanged 11 Profile Remains Unchanged 12 Profile Remains Unchanged 13 Profile Remains Unchanged 14 Cross Sections Remains Unchanged 15 Cross Sections Remains Unchanged 16 Cross Sections Remains Unchanged 17 Cross Sections Remains Unchanged 18 Cross Sections Remains Unchanged 19 Cross Sections Remains Unchanged 20 Cross Sections Remains Unchanged 21 Cross Sections Remains Unchanged 22 Cross Sections Remains Unchanged 23 Cross Sections Remains Unchanged 24 Cross Sections Remains Unchanged 25 Drainage Structures Remains Unchanged 26 Traffic Control General Notes Remains Unchanged 27 Traffic Control Typical Sections Remains Unchanged 28 Traffic Control Typical Sections Remains Unchanged 29 Traffic Control Typical Sections Remains Unchanged 30 Traffic Control Plans Phase 1A Remains Unchanged 31 Traffic Control Plans Phase 1A Remains Unchanged 32 Traffic Control Plans Phase 1A Remains Unchanged 33 Traffic Control Plans Phase 1B Remains Unchanged 34 Traffic Control Plans Phase 1B Remains Unchanged 35 Traffic Control Plans Phase 1B Remains Unchanged 36 Traffic Control Plans Phase 1C Remains Unchanged 37 Traffic Control Plans Phase 1C Remains Unchanged 38 Traffic Control Plans Phase 1C Remains Unchanged 39 Traffic Control Plans Phase 2A Remains Unchanged 40 Traffic Control Plans Phase 2A Remains Unchanged 41 Traffic Control Plans Phase 2A Remains Unchanged 42 Traffic Control Plans Phase 2A Remains Unchanged 43 Traffic Control Plans Phase 2B/2C Remains Unchanged 44 Traffic Control Plans Phase 2B/2C Remains Unchanged 45 Traffic Control Plans Phase 2B/2C Remains Unchanged 46 Traffic Control Plans Phase 2B/2C Remains Unchanged 47 Traffic Control Plans Phase 3A Remains Unchanged 27 1 C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 48 Traffic Control Plans Phase 3A Remains Unchanged 49 Traffic Control Plans Phase 3A Remains Unchanged 50 Traffic Control Plans Phase 3B Remains Unchanged 51 Utility Adjustment Remains Unchanged 52 Utility Adjustment Remains Unchanged 53 Utility Adjustment Remains Unchanged 54 Stormwater Prevention Plan Remains Unchanged 55 Stormwater Prevention Plan Remains Unchanged 56 SWPPP Details Remains Unchanged 57 SWPPP Details Remains Unchanged 58 SWPPP Details Remains Unchanged 59 SWPPP Details Remains Unchanged 60 S&PM Summary of Quantities Remains Unchanged 61 Signing and Pavement Marking Remains Unchanged 62 Signing and Pavement Marking Remains Unchanged 63 Signing and Pavement Marking Remains Unchanged 64 Signing and Pavement Marking Remains Unchanged 65 Navigational Lighting Details Remains Unchanged 66 Project Information Sign Remains Unchanged B-1 Index of Drawings Replaced with Index of Drawings B-2 General Notes(1 of 3) Replaced with General Notes(1 of 3) B-3 General Notes(2 of 3) Replaced with General Notes(2 of 3) B-4 General Notes(3 of 3) Replaced with General Notes(3 of 3) B1-1 General Plan and Elevation(1 of 2) Replaced with General Plan and Elevation(1 of 2) B1-2 General Plan and Elevation(2 of 2) Replaced with General Plan and Elevation(2 of 2) B1-3 Bridge Construction Sequence(1 of 2) Replaced with Bridge Hydraulic Recommendation B1-4 Bridge Construction Sequence(2 of 2) Replaced with Construction Sequence(1 of 2) B1-5 Bridge Hydraulic Recommendation Replaced with Construction Sequence(2 of 2) B1-6 Foundation Layout Replaced with Foundation Layout B1-7 Report of Core Borings Replaced with Report of Core Borings B1-8 Pile Data Table Replaced with Pile Data Table B1-9 End Bents Replaced with 24"Sq Prestressed Piles B1-10 End Bent Details Replaced with End Bent Plan/Elev B1-11 Intermediate Bents Replaced with End Bent Details B1-12 Intermediate Bent Details Replaced with Intermediate Bent Plan/Elev B1-13 Section Through Bridge(1 of 2) Replaced with Intermediate Bent Details B1-14 Section Through Bridge(2 of 2) Replaced with Section Through Bridge(1 of 2) B1-15 Finish Grade Elevation(1 of 2) Replaced with Section Through Bridge(2 of 2) B1-16 Finish Grade Elevation(2 of 2) Replaced with Finish Grade Elevation(1 of 2) B1-17 Superstructure Plan (1 of 2) Replaced with Finish Grade Elevation(2 of 2) B1-18 Superstructure Plan (2 of 2) Replaced with Superstructure Plan B1-19 Superstructure Details(1 of 4) Replaced with Superstructure Details(1 of 3) B1-20 Superstructure Details(2 of 4) Replaced with Superstructure Details(2 of 3) B1-21 Superstructure Details(3 of 4) Replaced with Superstructure Details(3 of 3) B1-22 Superstructure Details(4 of 4) Replaced with Diaphragm Details(1 of 3) B1-23 Bearing Details(1 of 3) Replaced with Diaphragm Details(2 of 3) B1-24 Bearing Details(2 of 3) Replaced with Diaphragm Details(3 of 3) B1-25 Bearing Details(3 of 3) Replaced with Beam Table B1-26 Diaphragm Details(1 of 2) Replaced with Approach Slab Details 28 461. . Ld COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT B1-27 Diaphragm Details(2 of 2) Replaced with Reinforcing Bar List(1 of 2) B1-28 Beam Table Replaced with Load Rating B1-29 Traffic Railing Details Deleted B1-30 Approach Slab Details Deleted B1-31 Reinforcing Bar List(1 of 2) Deleted B1-32 Reinforcing Bar List(2 of 2) Deleted B1-33 Load Rating Deleted BW-1 Sheet Pile Wall Notes(1 of 2) Replaced with Sheet Pile Wall Notes(1 of 2) BW-2 Sheet Pile Wall Notes(2 of 2) Replaced with Sheet Pile Wall Notes(2 of 2) BW-3 Sheet Pile Retaining Wall (1 of 2) Replaced with Sheet Pile Retaining Wall (1 of 2) BW-4 Sheet Pile Retaining Wall (2 of 2) Replaced with Sheet Pile Retaining Wall (2 of 2) BW-5 Sheet Pile Wall Details(1 of 4) Replaced with Sheet Pile Wall Details(1 of 4) BW-6 Sheet Pile Wall Details(2 of 4) Replaced with Sheet Pile Wall Details(2 of 4) BW-7 Sheet Pile Wall Details(3 of 4) Replaced with Sheet Pile Wall Details(3 of 4) BW-8 Sheet Pile Wall Details(4 of 4) Remains Unchanged BW-9 Reinforcing Bar List Remains Unchanged BW-10 Bulkhead Repair Detail (1 of 2) Remains Unchanged BW-11 Bulkhead Repair Detail (2 of 2) Remains Unchanged BW-12 Temporary Retaining Wall (1 of 2) Replaced with Temporary Retaining Wall (1 of 2) BW-13 Temporary Retaining Wall (2 of 2) Replaced with Temporary Retaining Wall (2 of 2) W1 Key Sheet Remains Unchanged W2 General Utility Notes Remains Unchanged W3 Utilities Plans&Profile Remains Unchanged W4 Utilities Plans&Profile Remains Unchanged W5 Utilities Plans&Profile Remains Unchanged W6 Water Details Remains Unchanged W7 Water Details Remains Unchanged W8 Water Details Remains Unchanged W9 Water Details Remains Unchanged 29 1 1 c COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT r1' .� ms COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT ,r: .e CGC15197so KELLY BROTHERS,INC KEY TEAM MEMBERS AND RESPONABILITIES Prime Contractor—Kelly Brothers Inc. 15775 Pine Ridge Road—Fort Myers Fl.33908 Engineering-Cardno 380 Park Place Blvd.,Suite 300,Clearwater FL 33759 • Full re-design of Bridge • Engineer of Record for Bridge Design • Re-design retaining walls at bridge approaches • Re-design location of critical temporary walls Geo-Technical-Engineering—FGE • • Engineering services to redesign the bridge foundation on 24"piles • MSE global stability design and parameters,critical temporary wall parameters, and bulkhead wall parameters. 24" Pile Install—By a KBI • WEAP analyses provided • Test pile monitored by a PDA • Each pile monitored by a third party(FOE) 24"Pile Inspection-FGE • Provide WEAP analyses to assess the ability on the proposed pile driving system to install the piles to the required capacity and designed penetration depths within the allowable pile driving stress. • Perform PDA monitoring of the test piles to evaluate pile driving behavior, pile capacity and stresses. • Perform CAPWAP analyses on specific hammer blows on PDA monitored piles at end of initial drive and/or at the beginning of restrike. • Provide a refined WEAP analyses,pile hammer and driving system performance,pile stress and pile integrity.This report will include recommendations for production pile lengths and pile installation criteria. • Perform pile inspection with a CTQP certified inspector during driving of all piles,provide driving logs within 24 hours. Note by CEI and agreed to by Kelly Brothers Inc. as part of QC Testing—GFA International the CSI: 100% P RA testing of production pile. • Concrete testing and lab report 4144 � P� 15775 Pine Ridge Road,Fort My 33908 P: (239)482-7300.F:(239)482-8014 www.kellybros.net 26 30 nisq L COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT CGC1519780 KELLY BROTHERS,INC Concrete will be supplied by Cemex utilizing the Southern Naples plant located on US 41, the back-up plants will be plants A&B located on Auto Ranch road Naples Florida. 15775 Pine Ridge Road, Fort Myers, FL 33908 P: (239)482-7300• F: (239)482-8014 www.kellybros.net 31 / C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.4 Target Date for Approval 32 4 4 ""01 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT CGC1519780 KELLY BROTHERS,INC INTRODUCTION Pursuant to FDOT Specification 4-3.9 Cost Savings Initiative Proposal (CSI),Kelly Brothers Inc. (KBI)would like to initiate and develop a CSI that will increase cost effectiveness and significantly improve the quality of the end results by reducing future maintenance cost. The CSI will result in savings without impairing essential functions and characteristics such as safety, service, life, reliability, economy of operation, ease of maintenance, aesthetics and necessary standard design features. It will require KBI to do a full re-design of bridge using the 2014 FDOT design standards (same as existing design). The focus of the re-design will be on re-calculating the bridge reaction to the wave forces using a more detailed level II analysis and implementing the bridge design accordingly. The original design used a less detailed less expensive level I analysis. This will include eliminating the current complex beam anchorage system, providing concrete keeper blocks on the bents, and re-designing the superstructure, substructure, and foundation. The bridge will utilize prestressed FIB-36 beams with cast-in-place deck and the bridge foundation will utilize 24" precast prestressed concrete piles (PPCP). The re-design will also increase the horizontal clearance for boat traffic. • New design will have the same loading capacities as the original design. • New design will meet or exceed all FDOT design standards (2014). • New design will increase the horizontal clearance for boat traffic. • New design will eliminate complex beam anchorage system that would have required future maintenance THE DATE BY WHICH THIS PROPOSAL MUST BE BOCC APPROVED AND NOT AFFECT THE ORIGINAL COMPLETION DATE IS DECEMBER 13,2016. 15775 Pine Ridge Road, Fort Myers, FL 33908 P: (239)482-7300• F: (239)482-8014 www.kellybros.net 33 1 C d COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.5 Revised Project Schedule 34 LC .,„.„._ COST SAVI S INITIATIVE(CSI)for the CHOKOLOS E BRIDGE REPLACEMENT ID Task? 1-ask Name P Duration Start Finishredecessors _ ' 6 Apr 10,'16 Mode , T}W LT i Els si M 1 T W _1_ Notice To Proceed 1 day Wed 4/6/16 Wed 4/6/16 10MI .1. 2 A Submittals 3 7#:, Submittal Review 4.. i Al" CSI(DRAWINGS)90% 5 days Tue 9/27/16 Mon 10/3/16 A" CSI(DRAWINGS)90%REVIEW 10 days Mon 10/3/16 Fri 10/14/16 6 ;#• CSI(DRAWINGS)100% 5 days Fri 10/14/16 Thu 10/20/16 7 It, PHASE 1 CONSTRUCTION 0 days Mon 5/16/16 Mon 5/16/16 8 fr Maintenance of Traffic 221 days Mon 6/6/16 Mon 4/10/17 9 fr Erosion Control 221 days Mon 6/6/16 Mon 4/10/17 10 A- Utility Work 28 days Mon 6/27/16 Wed 8/3/16 11 70` Remove existing Water Line 5 days Wed 8/3/16 Tue 8/9/16 -----, 12 30' Utility Work Complete 0 days Tue 8/9/16 Tue 8/9/16 13 d AO. Mobilization Structure Work 7 days Mon 7/11/16 Tue 7/19/16 14 4- Remove Existing Bridge 15 days Thu 8/25/16 Wed 9/14/16 15 1- Install Temporary Sheet Pile 10 days Mon 7/25/16 Fri 8/5/16 16 ,11?' 24"TEST PILE 5 days Mon 10/24/16 Fri 10/28/16 17 ;#• 24"PRODUCTION PILE 15 days Fri 10/28/16 Thu 11/17/16 18 ?E' Permanent Sheet Pile 10 days Thu 11/10/16 Wed 11/23/16 19 70It' Substructure Concrete 25 days Sat 11/5/16 Thu 12/8/16 20 74'" Re-Hab Existing Seawall 15 days Fri 8/5/16 Thu 8/25/16 21 A' Set Beams 3 days Thu 12/8/16 Mon 12/12/16 22 ..rit- Superstructure Concrete 30 days Mon 12/12/16 Fri 1/20/17 23 )#' Approach Slabs 8 days Wed 1/11/17 Fri 1/20/17 _ ____ ,• _ , Task REM= Inactive Summary External Tasks r.-'7",„:,',`:-..7,,••••aaas Split 0,,,I4P1,34P,,,,,,t Manual Task rerrixxxxx4x "1"1 External Milestone Milestone • Duration-only 1?` 7774 Deadline Project:Chokoloskee Bridge CS Date:Mon 7/18/16 summary r"---1 Manual Summary Rollup Progress Project Summary / Manual Summary i Manual Progress Inactive Task Start-only Inactive Milestone Finish-only 1 Page 1 _ .. ...... .._ ...._ 35 a is �...,...._.. ,.t COS.T.SAV1 S_INITIATIVE(CS 1 for the CHOKOLOSKEE BRIDGE REPLACEMENT ID Task Task Name Duration Start Finish Predecessors 6 Apr 10,"16 o Mode_ �..,.- T i W.T-%F�- S i Ni' 11101 I 24 € fr. Retaining Walls 25 days Fri 1/20/17 Thu 2/23/17 I 25 Drainage Structures 10 days Thu 2/9/17 Wed 2/22/17 26 fr Roadwork 30 days Wed 2/22/17 Tue 4/4/17 fi 27 ; fr Move Traffic onto New Structure 5 days Tue 4/4/17 Mon 4/10/17 .. 28 PHASE 2 CONSTRUCTION 0 days Mon 4/10/17 Mon 4/10/17 29 Maintenance of Traffic 160 days Mon 4/10/17 Fri 11/17/17 30 ' Erosion Control 155 days Mon 4/17/17 Fri 11/17/17 .,i 31 f Remove Exsisting Bridge 6 days Mon 4/10/17 Mon 4/17/17 32 f * 24"PRODUCTION PILE 20 days Mon 4/17/17 Fri 5/12/17 33 = fr Permanent Sheet Pile 8 days Fri 5/12/17 Tue 5/23/17 34 ) Substructure Concrete 20 days Tue 5/23/17 Mon 6/19/17 35 Re-Nab Existing Seawall 10 days Mon 6/19/17 Fri 6/30/17 36 Set Beams 5 days Fri 6/30/17 Thu 7/6/17 37 '. Superstructure Concrete 30 days Thu 7/6/17 Wed 8/16/17 38 fr Approach Slabs 8 days Wed 8/16/17 Fri 8/25/17 39 - Tarffic Rail 10 days Fri 8/25/17 Thu 9/7/17 40 i fr Retaining Walls 20 days Thu 9/7/17 Wed 10/4/17 41 Drainage Structures 10 days Wed 10/4/17 Tue 10/17/17 [ 42 Remove Temporary Sheet Pile 5 days Tue 10/17/17 Mon 10/23/17 43 j Roadwork 20 days Mon 10/23/17 Fri 11/17/17 PHASE 3 CONSTRUCTION0 days Fri 11/17/17 Fri 11/17/17 45 E Maintenance of Traffic 45 days Wed 11/15/17,Tue 1/16/18 46 „ Traffic Rail 10 days Fri 11/17/17 Thu 11/30/17 Task ,' Inactive Summary External Tasks fi �u'' Split Manual Task External Milestone Milestone ♦ Duration-only Deadline 41, Project:Chokoloskee Bridge CS Date:Mon 7/18/16 Summary r""""""*"."--"1 Manual Summary Rollup Progress Project Summary Manual Summary f' ''''-1 Manual Progress Inactive Task Start-only Inactive Milestone Finish-only 3 Page 2 36 i I 110 COST SAY.GS INITIATIVE_ }for the CHOKOLOStiEEBRIDGE REPLACEMENT>, ID ask ;Task Name Duration Start Finish Predecessors 16 Apr 10,'16 Mode litLivillF I.5�n_5.,.til.L.T_.J 47 Roadwork 20 days Thu 11/30/17 Wed 12/27/17 I 48 Signing and Pavement Markings 15 days Wed 12/27/17 Tue 1/16/18 49 ; fr SUBSTANTIAL COMPLETION o days Tue 1/16/18 Tue 1/16/18 i 50 pt*' Punch List 23 days Tue 1/16/18 Thu 2/15/18 51 De-Mobilization 23 days Tue 1/16/18 Thu 2/15/18 52 i "t. Remove Erosion Control 10 days Fri 2f2J18 Thu 2/15/18 = 53 Pr FINAL COMPLETION 0 days Thu 2/15/18 Thu 2/15/18 i 1 Task IL --.- -.J Inactive Summary External Tasks Split .,.r. x_x r Manual Task External Milestone Milestone ♦ Duration-only Deadline ,.a,. Project:Chokoloskee Bridge CS Date:Mon 7/18/16 Summary II Manual Summary Rollup Progress Project Summary mai Manual Summary r"----- .1 Manual Progress Inactive Task Start-only I. Inactive Milestone Finish-only Page 3 37 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENTit r 4.6 Proposed Plans 38 I, L / a:iN1 -- _ COST SAVINGS INITIATIVE(CSI)for tite CNOKOLOSKEE BRIDGE REPLACEMENT COMPONENTS of CONTRACT PLANS SET fiNiiIIMINIM 9042.747 aiTN5 .� Sro.evRE 7.w5 - 3(73 39(943 6's AtPAik PLANS td OA YPR�3k NcFF 1' "� 070.,TY.0a0CAn6N PUNS C.'OLL:Tr R C09Ga"�ry G.R013771 MANAGEMENT.4GE.t ENT 33'V S,3O -:•'' .. CONSTRUCTION AND MAINTENANCE ENANCE a\ JMOEN OF ROADWAY PLANS 'FR' 29 BRIDGE Na 030161 OVER CHTOKOLOSKEE BAY SECTION 23 TOWNSHIP 535, RANGE 2911 - WEST N2. SASS,0444'rlO:TI Os '� :CMN.0 r CO ..Y COST 19, \TR.4CT PLANS PR'Ai SCG PONS T softer...or S R?2. IItSRNTO73,5 ES e%m rKr.rws7PIA•r es PROJECT NUMBER 66066.9 r fa 24 GAOSs SECrraNS - 15 14R1.1H141,SImxrvkFs:. as 7t"A,44n01.41.NOM C:lfOKOLOSKEE BRIDGE R.EPL.AC..EMENT .„, r,, a .....: > f. 77 s 'co rratcRx s[cncNs }4-2.q.. TRAPPK CPNr4a1 71,05 AIT 714775 34.53 5 aor A'RSP0iti.02 7RE4601,04 PEAR Sb-SR SSW...VASE*.01..07100 INMYENTKJN PCN+Dfrafis RR 54000 1.TNOr0R'OPC ONT2TIP' 51..54 SV' ND PRA AAr/PMTNT 00:0429FGF. 63 0.....4,-.mufrma av,.. 4100, 40T.74°1iGS R' Nnt,ot0610s41.0yd 0 ' .M;3 t f.i4 TYLININTERNATIONAL i ,qJ.��r' Y' oft.4ws a emeo.F., U..0'.11.-,W y , II X3 1€µ S S 5.•TE 3Xi EN£! ' T �l r-. .s. kE' -ilii: ,tr�C a .7.. r)11 00 ".Oxwasr sas-R. A"''...3 57-A-9+9/. 4 r! yy u ae.s Pas-uy C STA.A8+60.98 f + 15„,, r Pr ,04,,,,,PArkekrr 4. ' ' 11,..%, TYLtNNNTER NATIONALk ic� a iZ 4.34 ,5:"r 0,17 iA f;i d ! I.' L 4 41 kJ a'''' Sr ^` '` I. r`C,,, y�° s. r 04 ante Sat 5_4,of-Tor sr P sngrjer PP1 44 X" x,.e P4,49347 a.9s Ta q�mom 74, gar373'4 =94 rn.0.010.434 w212R.w.ia*am-r.00 k + 6..94 L O'''' ��.A�,,. A.., MOARn r Y1 o t k.l WW1,scn BEIG PR"1i=L'N.74.7 z' ,, ,*.i 4.4g e-,..-4,1, RAu tec S.A.4/#00. z51 1. .AY0. Rr C,M,M,00X..44.,:5. .b w Ars crg e DE5 Grr s.mourtrs aanasicAtlaisk 3e#91ir4 Q;. Sr. ♦E J v hr ,4 t 'n.R, , > 2 "11//* P x P*0. STsew00,as$..0 4 0,4 r ew CD&5r4u„.TGa fFr s Qa scar , , LENGTH OF PROJECT r.,, AC ES .a -ef v.na.aaa s Ma KEY S4=ET RFVIS4N$�t » �z � .r r rrrr x rru xn rexMr � " .w.. za�` �ti3xe 6 wqua!x,5:se S u�K.. 086 3 rJ E .E W t.� r'4-F,,,, --',--7'.,:i--,'T ',:4 2 4'O CR4tl daxi ..�._._•40,,,, •�",•...A:0, _ %,:,r5.41.. -S+fSk7 7.35 4Sie,m tR X74947.+` ••• R .C3t <..y....•..., a"rA..... i M`. t:1H rorar':020AGt4'woo'ft7AAVILR'... •,,,•"••• :3S ............................ . .... E'' COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT N VDAAM CONT Bodes Cast PROPINAS3 4.7504tAMZ ITE.PAP 1191044 ,,,.......:...........„,„.._..,.� 'tr. .�0......i, ...,.'3,:rCr...l C r._ 40r,tY caars1108438, B.caR14R t 373.,.0 ai ...,k.,_Iggs',anz ACNs..a£'.0.,%3.41 t#+ ......... .. �'.5+ ........#tY . 11,1-,1,. g'...c4'S.13Yc. '5 1^4,4.......„ s.. '511 opn51451 St,RMAR 44�.#R&: rte., F. .E..a:R E.CSYarrhx ..,._ Y b'A'. -,!!!t../.F.:!!!... ...arnr D A0.t.tPP"fDN ........M..._..._... ,_.._.:LSMrr »r Fd7 1<a.'It imil gr. _....... ..�.,..# .'. Q:1?A _BtC.t.rtak:r ..?$ ' s70O-.2-13 ic4A55 hira,M#e sA.TreleNe treee..7 1311.' ,�_......www t 4.4 e557 d ..S::... 1:11.55 ( 5 7 43d d-..5 S Kd$5 f r'1')1 T F ..... T X3,0 77715-r 34 ENENSf T EMS2.7.. _. 515 2 01 ._._..01_. .05 5451 o 0 r- .CI...... a . 7:75-577 4AN2s'E6 batt, EYEYR..4g0?',-Pbt,vTPS 6-.. 15 95`3$,. .e�&_a-ttG4tC 0514511 A£s,NNAt sra.ci. €- 3. ' .... fe RA#R 9tiA.{t 5'Yry4�6s 1155 AE 72.7E +< aq �^t#0I.t5s.wen__._ ......._ ';.' ...... '. zi r 117,3_-_...,;I2...,, (64 • s i&9!t?r:C_v_4151,31.5=1.t..5,,:aNn D0 .34.543 t T6#L"RAFY kE.kaREFt€C214t SfiEMfx£4dR+fPF EA 7 J=. 91 3JZR. 531..08,:. 15 5>ax a Oa c00404Te141 c:,xsg 5 „„ ss 03433'.. .�e, AAVAYrpo,loot406 oz09a',0£&4..4n UN.;l-ac3�.E iiE If 1340 8a: 'tx+rrsyrr£Ax.taxc .rw3s 4F.,, Alt } _1 OP''4 4AYS1Ri PE 51 51 M b. ./0770 1F 51,44.". .AFS,( 32!6.0 AMAIN,54551105 4CR6iC iI'.. 10 V; '1 E _.1,04 _. I.i s 15ri,#M.MF.0355150 .1F ..1'704 .5- 1- frT>�5r55101.5.11..5TAIXL514051..._.. ......._ '0 ...._.21410 1-i I( 1 . INC AR S fn Et E:. ._.._.._ ;IL 0-$ T rN72�k55 ST 6€ $44[344441 919P,('t S 1.1U € S)15109 .._ .........._.._... 31 10._.3:3.B a...tajk 104 SC€%i..F. �.9Su 3&J._....;.,.._,_, ,% -,..0. .....,1..2..:12.. 7 Y R 3A4$W C 431` F- a X Ca4j i 7-N 501#:K1V1.1.4 40A.SAH Rd0' Xad1 $ : 26d4y1. _......__...—........._ _.._:.53. +13.,g?1_ ..51§.,9550`14451414140445140554 9 4£3...... ......... __2050 i 513 E7/ ATP11 Y 701': 459• 5{.. x'-.3b '}PR#t7 63'4131 L4N.��,+,m.:..t7/ + € Pid�' I ..5 050:541 5&r 37.09, #'13`.44,•. t Mtr1M[ 1?1 51451=a`.P,i�!4,4 'T (844 A 1T ft'0 X,4470,0 WI .,.,„ ✓#' <S Ar y T.0O BAS.645E F0VP pa 79711 x 3l.t 7.00664 Ptdrk,.3186G rE00E 9, 4,41 .55/04 p4)003t EASE 4451'67/41977 OE qY r5 OTT-70177 0 fester,071.0171 sait 1"ki 454EAalp - t 3, 6•: 1F:c31wC 13'7 Yh Nair- T A fi,E'^, !. '.b ..,..,....(4.? 3.4 'f....4,-$.3, 0345(gam .....01.-S61534, . '51 X)8 t 4,. s '-r 451113110 c$k 144 -a i4 N), 45)41 I-:L „)13103.10 51079 5:,35951.. $451599' __....._ 4' ?: ,...•^-^•••, 1 f t .01,5611454.S.€01010 4104"' 3 18. 3.A'i 1 N 5C?C2e5'f4bYS Ay4AtiAlr e...4.,/,,,,:r i 20 . Ci P6 b- 45)4 ...STC NFSG 315,.,01 i40B.'51 510 ,NMC PEAS 5 _, € to I d:.. ..__._ «.............. .:.?1..._..,. 2, Y _ _r 71.,,, avlry�aa4Ta 1 res,BP 3385 se fZ0 l l5'9 aa" P P8 s:0d4"1 Rr$POlfk`4( r 414 :n f S:. 11 fsS S8 114 &1T s'051 5115 St C05, ...._ s 4,5)_<. .........,£ � wP s14_15 d "022.4;._it2.,.... 5fnuri, P:8 : 4.7.79;_l_, , Jw.,,,,,Lo1e mit.fir R k= o 4E - s ! 391 SES 1,x4 I 3rrr r51 4,04 am ',.51.L. ,5,,,, - 1. 14 1 1,n-14., 5)13,314 0 CI) , f 0'.1 P4 t _ Lr I .}E: KJ'. 4.0 RG.00.1.43.0 $ii 1 .....,... - '17, 563 810?1/0444401 A441,40:1 8 at,tor,Q 450314`104. Nom' .10 011, aF.r103 1'.I)V 4s €7s .,.1 • 51 1 SLABS 3L k3 S X00.331 5 NAA td —I 5155105 _._._.„__,......,. (i 0.41..a6r)), aF R, f 7,4,0.0454t 0 044 Y41ac* I:N 4.51 ES5163134 6 PAYS-15 11 M3NYt4t:00314 '515151, r4 u ,r 50 AC , ,,,,e,0 151.1251142 1! 249j: YAP 0,043 d 4TEPi:3k .20N 4,440 1 8130711 815 A{K Gph-!t rF , P sr 504, r h i-11 35130 5 r 4 44-044-SS.410SS r0 42 SP 84 5 73` • 351.5-d X1.51150 50. 51 fk I::515133; 1,0 a: 4 ¢=1 Fu 55,r1 ,aiT.I i• '!,sr 10010 140 k`3.( 1413' 5141.51 'Oit1A000PI 0930118 ,-. 11 1282•. 0 1 Ar k F ) '114,,; _FALL d' 0,M3453 .- • 516-8: f49ANSAga.F.:4#'14411A5s.5.7,35577 0419,4.., .'9. 94 ' 10 FTIlI 0410 1 3414 00`100 E NO 04r• 0335-BS-23. 40305110 11:BML nam' 4A-. 34 1,'C O 4- _ A 3' r41-19-0J1 prk 00fIi1l1 :cat+ r E4 fnFS WXI'15 5451031 NM' ffie#t: 110 1. Pp419pn7415151 r OF J _.._ '41 t PyY,i 1i y 14 715 r5941t3541 5 5334 11 4,4r a.k.51(141AN 40511115 kN, 0144 ' p r;1 i A4f4940p 3H II &7 2 L•_kT 5 111) � 4441 dlYg M+r t 15) ..._....P f g0 r t n.?, ,5151,,}r_rti 1r n_ Rt ce i �y ii I0.1-!,,1417,4 s c a ursµ..va3P ,rr A+4001103 311010.03,51 Fr s i• ,g! 51944358 51 SSC 4#434 MON, es 2147 • t tJ ii V ',4,4[,,,,,r 3 KY10 1104 440 9€41G 01.1413£3071`4 FN i1 0YLLr2Y 0010534100 10445 f. Y HA 01 .._Y_ 6`(1764 1 55 'Ti I1' 40 CR1PT4 Y 10. 0774801/ J F 1.., 4 - 4 5 Y 3551,13 ,.IIR.3 S .. 4,,,,f,_1_7,..N: 0705 '1 55 B 11 G r s,)45.011,046.ecit k.1.f au,V, e. _ 12ft0 723 12:24 2 4.4E F 0A. 5,100.5 oi.4;;AY40Nu,111.vrs i 63 0 jF]L.9414 1,3 T 44115131 P NATER 3 30814 6 )5.4' , 4959 C 8450113' P 130 Pit 0 rf 7! * 08150t4(ryt e 1)151 5E-4441 Oh 11 P Ak#7 f A51'1MATER/051 20,'x,,,145 C 3 5 NW5 ,,,,wP_rs-`f e77.1.I <,<ti,ae A„p.eC•iv 93x3 rrr 3?e+t !. 1 � 3G N,g' ' 1551' 1 }r r 1'1 s5) 01 00510 ''191 r 01 �i . _- 4 -3 4 7P 1.01254-1,54m�1„/t t .1ea?, til. 607 ISn^',1'00511 5jE*'d . ,....,.,, EA,� +�, *��* : 040 45337_ z 1 1,3 7 504.45/41-2..51025.5 .. t„,� .2 S =',1'.§, r3 * ii ? IIL 4 F1 A0'.0- 354'01,1l 0„A.8111T't65Y5 0,3 1.»,.. R _- , 7 '1 17441+ ) 1 j 91.1 ,@,."s o' '{111.51' 7 !' N. 7 €€f 11'11.",°” +r \ 9 t a `.._,..._.. zsaw"sr'a .” t.. . i�srr[Er\ Tv uH CrAffr2u2 c .�. SUMMARY OF PAY AIMS - ..:... u.Arr an 9£k r Wb aux ..,y Y >(4° Ca, 50,44 0 #w. ,010i%: /POE ler "� k' 'w•.yv cM 0004405 51,1 dW Ao E -.! \r1t4 rziw3x-wsn .eM'm+aw ,.,� e4ye{pt11 - A. .v:uec sus j _.. ,REPLACEMENT J�:. .✓ ,m,,,�..A„xxvx. 4:-:4,w �:,,..,«>.xtE�,o-..,..eaz.»:,.,.ct,...,.r..�e,.:3-..�rx,,r» ,aa� r iM'Elkt:---, COST SAVINGS INITIATIVE(CSI)forMe 99(9SKEE BRIDGE REPLACEMENT NI R,N 10.: It it. , Moll a,C1VN4 11- lIVB 11W1,$V Mr MIlIll- r 1IIIAI$4 fih'3Yfss.t haE ACT A$2'?. IIA4.3AF11TM11 411 .4T,..i.,9@t:i -Pew+,FS> t"T GVr.'Y.'FGp"dtt@i ,MAE e'"`.., .,-i ,,,, 7.7= ' r'` 6400 s S,,,111 is k+587dfiSM--X I I I ScRYr eASu R ar ,R . L rR, 15.4Fl i- 3 AA .RRd ,i0.FS75 VS4t taig au4.4 u 44r. &2745 9 4 tatt t�: y-•aad88P SAE4 ul I. .<,< t fhdP:114.144Di 3 tP �¢ Jd Ow 4. 9b 6 SIS;3.34,/,,fV AdrnrA:+nue#-3 1 E s1. !r .-, y y� .i `];tut, ' ' L \ ! .;�. { - J 7 R� f 41R x t-'4s�.r u 4FaW# P 5 { 1 4< t.Hk JtJ ,�.,,,if P,4#£I i NAAI(N,'.8C1%4FCH / 1,q -a1a4:V*Txar �fea A VA7427771712,72 474.•% TYPICAL.SECTION 1E1W € FSH ib -«4.4.<S ILIBAIY e 4 HN 4442117444 b 04<Af@ €.:Fks STA, 44400.00 TO STA, 45+97.98 ,atve 44t171 1AIDAAABE.Fee Wor,xe zwaft. •2.4,t<S 427,:SYN .•. .C.7111:1,5". PN 5.' 5Tg(IC711* 1 14444 ilt e 477444447211,424-, er4474•v 1, tila57 - 1444f14441454 ee£La,YII .......,, ._.. ...,,,..5.xs bfh..5 417,7 i4 3.y xXX rva.Ix LI y sU41111^1",4 ,„7.4777 X r2,4,. }.. S AAY'B:47Cr24,747•-K Ww v�Sa svP a 3 z 4 av is. I.A I a unry >r {{$F RAPT£9'QG19.tZiGN HRR E S f�4:' 1 iin • .,✓ f r'fx ! , u,m. .3sGl-ti G C„,..00t.,. 1.n M1.3P cs>.. .-,...,,t,''.2,.v._�s Pt,t9�c. :as:;+nu IV TYPICAL SECTION '-A'x6fi5Rsi*s..?AY<'AtF atic�f.,,,..,,� STA. 41+00 00 TO STA. 44+60.00 ♦i I V1:.AE4(y+a., NEONSTRUcTION REcREAT,ON32.AREA TRAFFIC' ATA .1Ya 5P9.-Sa31 704'4, 1431SEffR:RFFt"ei(VI TEEN�Sr to`iFR.'FVt L4201 E P3rhd R);'3 NP 40231 . , t , ,R t CO e55 fritFFT(Al 015"3 Tk,1 It .S,'RtgrIs dfa II P__ t AA[7'37111 .11 xx w ex4.44 33.3, e..,a g 7f;tn 31 L:?3b VI 443+.33I .1'43#^us 1244.19 i1'? {%ITN:£2P,7 a'[a'ASV 617,041P 4 7..PR Vt2.5 ONLY/I.44.I. £ f tL i a . s, aor iw,u! ,t SHO t Drit. A PMCNT m _v.1-4. .1,124'MA. '4 41 t?R $12 ,.k imp aIIR. fi. ' *'4t,e<,tS SP--.9S a ) c z5r dTRAFAI R) t-F. �+r 5Ad4U -t Or01,`PE Si 12.,'; R tt,R 6g el-RN-4k.3 13 5'..I 5w.t, ,�$ 1„ t'Ii ,PT`1111 Fa.v ,a„,? P A-.IZ,5c44r>i4r.) t<s`Ilii.<at1 .' ; 'T"f LIN INTERNATIONAL r 11AN 16.eli15"N E,, r tie n¢4Et+ APS a sa T9I It�L SI CT/CS aS 41, uw. HA.««« .., te e, r cA <K} MS sm<w.auxa 5444- .- ,ix,p ' ... 'sxixroma�a.se ,.x»:.>,., ',=.7;--;,:-.-::.;;;;,.. naw,, x27. t Ht "t37l�rY"EE'#fR.TIX�.F' +z taaur-4-'m . ; ._.._ _..._ �..__..:... .__,._._:: \„'u. �ez�a'•m ...a.r..�<_'SE ` / kr ? 4-.s J aLACE)1 A? o41 f 11C rCON zp COST SAVINGS INITIATIVE(CSI)for 414,C41�1( 4SKEE BRIDGE REPLACEMENT I ,,,,-1pV VN CBRSIR4TTIAN S(NIT3 l6 S'£&id Ri';XYrY .. ,.«. i ,,,,-;01,73 51444.4 ifAA,04 45515 69U 5G 3 F1.44105 }$,,,,,,,--,.., (7-,.61 S 4441:irk f NE Ry C AR4€53 1 YA f5 t 4381 Y A1VG tE12 .4 4A..2' S'. S f.'IS 0A i g _ 3 t A55A4 x- t a P5341 A TO 3115185! . QR., ry • a fraf&5 brw+n' I G54f itl 1542 �f I"� t rte .. d� S« 1 � t 4 deaf 404,1 F 1._ 1 P rra ON ,• 4'co..NF4€firC€NNc[ TYPICAL SECTION STA, 49+50.00 TO STA. 51+91.24 (LT.) STA. 50+50.00 TO STA. 51+91.24 (RT.) 7 ftef7t.45(V &Jtell& ! tiw &t SQAS',t5,,t4 f3 �. .... _____..._ ....... _aAA 4E N6 54'6 4it&M . 11F11a1457 1 S'5147741'V4467475f 4 S 54V£f � 7£05'15. $........,47 5741145 1 .: J E :f '1 I" ft • 8 N tA4I 3 g tAf ff_..4 DM NT i J PRO'. P4YT ?MR'S 1 44.Y2/3'/ 70,1 bi 3 EAT1741.4f4A1g;: C. C aI)tyt 1445,7.N+4 hG bf i SxsN•E 1R4R+Td ? x asr1F5 arr3c..a1' Na4 f ckdsr fz i i. 512(!4$bio€flh! I' x.ffia�a1 G'ca„�,1 i S ttiL.5,eil , 5 n'J p U f r ,, , CIS Crtral y p .§3 ,t3f€4} \ S A . ..:. mom. N4ill VR575 F U a £h££t t F.,..—, _ 1y_„ .SEE r.'WaR�s`�9F G,MYiz - 'SSE°'i#'Zl'Jn£..tn5- ATH RYr'8 H•sChdIG2 SI Al i L 5>£'6 s5Tafra tt,,OVOry.. TYPICAL SECTION RR au 3- 0°""(1)71:1,4,i5TA 48+98.98 TO STA. 49+50.00 (LT.) Val' IAST EtIA 351 5a r> T&.0 FS. [AATA ♦ �;ENB A. 48+98.98 TO STA. 50+50.00 (RT-) n'vr resx irrcA.n_<r T_ <. < _ I + �� 3 - 1 '~'; ELi A \.,...4.::,, NEW CONSTRUCT lox SHOULDER PAVEMENT r.,a ..,, �: ,O 2 pfE5P-12.3 ST Ct+ ('4,1/, t` R5" Tr>Ek5 A3aS 5 s;J CO,ASE .f?.ti I' rR; • • .,,,,le. R.7,s S€R4 7 r+t Uk4f:TR, S 4 .,,f'.'4 .� ss up, '� 4X • +'F�tt7sf iPPtUF+fiE R3A'4'E"GR¢J:&17rpi#T-f_�ONLY,sa? 14,Mti Oer 4W Ra.ES4.CALIVP 4 41TP4.-3 •>•.44.4 I • i; J {' _1 17 Y.(,.FN Ityt ftFRAYi � 1.Y . frert,C3.3.ef 6,e.+: \/Aroxmo,,,,,,,,re, TYPICAL SECT/ONS .. ...r.. wa xF _..5.,<.,,« -s --�F �., CTl7�at'U/LL'•I€ 731ID(E, 6 041 1„e 0* W.',n54144 4p 751)71 '8VON v. , tia 16 vs e d �# C l5fN 3 E6.3 REPLACEMENT ...i' 1 it r. COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Ymwer-„` ;r TCA,ST r..,.. ...... .......... ........ i. ........ ,..>...,...,.................... ...._,__- ..-..mm's.. r rTS00, S. ..�.. 14. t°` _... rAafas: RW&tOFfi LWsA,A S.4bc' ....' 41LrtWAt%.. +i.bY' _,+.at 3.s'Efi;i-btiAk vW,,',/. 3 Y 3.,../...i. R!%'RHL1N F 3NA/£ •_A[SIMEN%lk f'fL14�5 ATAd EIY{'x-£ • :`RAPD ft RdiFiR6 Raap,tK.seeea.ARi3 Mak.,.. V,Rf vi'Sf,SixNl18'.rG'idl)F75 CI ' _ mu Ft:6• ewe:;1f3EX q?4 R 8.34,5 FM'dot%k 41G S 81F I EON. ��^:i j ro,xr j' l# ... 1 ' �rt_.;__.:,.eu•rrtr< a�: scPg aTrF,1t_MI► tA i ,-SnEer R1(g,,,,,,F 1,4g,PILE 5A4t- HSF'J"v£RbCN .iFd 5 AN,,a,E3 Pt,Ak; TYPICAL SECTION APPROACH SLAB STA 4549298 To'STA.46,35 93 STA.481-o".48 U.. SCA 4B,VE,98 (REFER TO STRUCTUJRE.PLANS) t 1J E £€At } w'' I L 4..,): ---��'t exepe 0 4COP. rN r SiABi _ _ExtSYN $kfil&T FA<S,kE#f - y A A T kEY tk HAT Rta '' ' /. r,,,,E.SP V A84tt f VARIABLE DEPTH MILUNO gurlA..t2 5n STA,.51'7`91.24(LT)TO STA 52+8000(LT) -..-; 1 A;ct:.;V'.1.FIsrT,sci. 1Y4: Rai;/ p'.° TRAFFIC 1)474 ,F qtt t4 OVERBUILD PAVEMENT DETAIL I ve4 rr rt x 7nen ..<._. ♦41. )OLA/4 OVERBUILD G SNOUI,DER CONSTROCrION JrLr. e• N# X4 zere 44,4 rx; cr,. gtd9 B �i STA.S1+9124(LT)TD STA 52x90.00 ELT,}. s r xu.,, a :mR MA _co i` 457 .*Y 1 rA. f+Nn: 1W« f . ' -'\,TY LIN 1NTERNATiONAL P `. a ;ztF� x� :se's r�'F • ru ,,,.rte, ,✓" N aye TYPTf�l C�CT(t1 w Nr 5i+.m p �m � '1/4,. t 63,1m., S., 0..%.4,0 �, a — _✓ � - .....1 Mn4 A i �+XLHfUCA£Xd.„ \. REPLfC�M�NT -. -- i i C 1./,I JAI wFralab MI I IA r iv.p,rpor me,IlllIlVIAJbMtt nrcuut Ptr L.F.,EMENT'1 f4,*VO Raff b SUMMARY OF EARTHWORK SUMMARY OF PERFORMANCE TURF-SOD ' ;$.?`074' r:P;r.!. . 4 at tg.,;,,,,•,,,,,,,,,.,.,,, .,:::,,, ofw., T.as Wei'Flux F I , '44..0.;WON WICt 0-tisrrpf,,,,r,,,,,,...,,.,.1..--..,<sr:",,ktztrea*,,,,,,,..5..k.:r,,..-..;,-.,c P1C,13.C,,r ALRWAL ,LEULAAR*}teAl4r4M1 t Fla '51'A 1,1 STA .Se yr RkOrttexCl ' 1,47,rEttftr,111;114ff,i7'4';,.;:.' ..:',',',..,.'';`..' ,.; ,'.,.'',...- ,',.,,!;;;;7 ,o,AEms,...u...ur:s.Of co s$.4,k,...,- ,g,,,...i.,.,,,,,:-,...,--. , ---41;0660 ics 54 5424 fur :Tf _ ...... -- 3049l00 Ira 64.4541 *1' let& . „,....., ,.. SUMMARY OF MISCELLANEOUS —.— ,-- ASPHALT WARR 1.oesa-MIN 3104 u F.Ear,IFFs 574 SUMMARY OF NATIVE PLANT iMGS ----.... .. ., ,re.i.o.,•.m L 1.,c,_•__ L • 1 4-.I.Tie-F6".,,,,,:;,•... 170 ; _ . I , 1 ' 4.28 TrtiAt. MI SUMMARY Of GUARDRAIL 00766-0 E MAMMA't. PECIW i'VD CONE ameLEn 5 ' LOCATILA GUARDR >EM AIL i ....L. , As IL" AAG-LtuFAGE mofonAce. OLIARORAT L 1 GUARDRAIL i A.S S-Ef.gt 1' 406567 POST POST , REAKVAL .E SIDE 1 tomove 1 , osm r r i 0S36 8 6 03.16 86,:...? 0336 •it2 _ a336 7 1. as,36 73 66005 6666000$ C FaS °N5RE;r0R‘ICTILS''''' STA. TO STA, 1 J1 1 f,, .EA E t, Y,3 IF PITT p ; T PFPFPF 7 pi F. .....„.,. . SUMMARY OF L117ER REMOVAL AND MOWING orrgA 0065 VAT 7KIN lox: . . LoCATIOR 1 MikAl 101,PFOOFFi,, 01p7 t 01.07 .7 ESIGN COr , AI psrAle ! SF OE! ,V i 0 .4.,.,it#.4L AREA NS AtK. A'Fire-.1 RE'R4A,1",,`W, DA',5!,!ARFA I.ENVIN4rAggaitor‘,66;4 f Ar A i ToTAL I AC; AISA LENGTH WIDTH L-rCLE s; Aci itipu. .f2t.cl...... 4ra.. To StA I ip ,if, ,;.••••:.!'-*, 0 oyi'u..c p A ri•-;;Wii-L—iiZra-6-44--------.--+ . , . ,.. ..,.• . ... 14,"f0f*'" ''',,,a ....„4•N., .. 1,/ ,.1'..., 4' , f.$ 4' &I i 04Y•0,..,„, — "IF 4'i.'''', 011 *. .• , • AA 'V ,.... 1,41,-.....,,,. • . ..: ., .0--I4-# ..$ ‘..-'i. cr y UN inirreftnArt pssi 4..'.,0„.t,.„ "S, f Stl,Witt4,er OP fittAISITTIR,5 %C AHAAT"N LLAL;;* Au IoLL., t.,,..,.9.,...f., c.41; .,..roeavilo , ,,,,ote tor 7',.t:77,...''.*".5, . T,r,v7-.11 ....." *' ri-io.Kot.APAKEE.1011,61; Pv.+4,.;.,amMffi,it,4 Z-3.,, 1, REPLACEMENT ..../ .... 44../ 1 } 4...GNy RAL NOTESS ENV} }ON AiF.'N`-AL MOT""Ey COST SAVINGS INITIATIVE(CSC for the CHOKOLOSKEE BRIDGE REPLACEMENT A 1 ,,,R4k'RAA STIPxt•o.E's AXV^Y1C1 WJlxtu 11W 3iaAETA.IAT1A*1HT.TS SGALA..REBA,G.1151.ESS A. 5,4 A ds } .1.1 'A 4+' av F FPoE€211154041.E BV044I$GE 84$,'S MO ARL 017 AABAPdp U'. rd's 8.1,1711 - J^CrA :YAA. a-lA BA$5.CBA AN,83^504'-.6T rs,r,r=VR:SGA' 1.1w 4T.4.S'r::'^60,0ti£;..,7441,.: Al w`+ v Df d Pair-RE°ES1iTTED. 00 TOMTAACT08 411544 1117 NE00p5 18117 roR 111.SR11154 ._AY(".s.44,4.4 N N T4 CTAT 3 fir A'P`1:.-ITT re .,AA, N^A',`AEA 5'.'a.dA 7A4, { , 0.4I 7 CTAfd?AAVS AAE BA 4BTAOFE9 A'MEVE,T'AE XNF 111 CHABSE CIA 5554.55.1.4 ;44544 d 11i,.vd ...1.5, 7'44 IN6.0:7,4,A a 1_.,,P,6n N 7TBt 70211911 ACh YACA 3.£''5R10A1701 t ,'AE WA ..A747,SFG1DA alndt-4 Aq r.0,4176 pILr N4:ATt ..s..,..7,7-.N...,...4...,-:,,,...K..0 Gsyss4s.'f. ASIA A4wAYIAAS,SCREEAS,4Ar3 P4501p,T1 83AR,E45s u..,,, N A5 iA.W,Y .+TT,dAi ..A5 V9,r A,, AY'A,0' '1433....9 TR, 'AY 9 irYYSAA;NT f4 BE'F„„TEL, FAL47,g4A741 Y;O WOES AREA A5'41 At t,0ASIMEK'?f0N IEVYA'TIEY` YhS CTAT 4CTCR SBAd€A;,00. A,'AlA P.4t.1>wtYA,I rI JY.'; I n',2 Br '1 EO. ,F 7N DANCER_CP'AI,4,74,.xA fr ,f. .Ar,ARCAVIT NA'TTAAB APT?' 11102E SAAAAIM5.ARR0 441504,11.44 14£474,5 As sag 4085 AREA:'D1:NNE., PePtS"WEA sN... TYL`:£VIA?AT to ACC IDEATE SRd Z THE CONTRACTOR SNAL€ F.91£4 AATEAP AMA(0£,5,51.7tAAP YAL'S IN.tNwfETA A:PEA,,.74,4..44Y4 c ASE 5.Is.: 0,4r.:;:.N". .pas 0,.fi.dRt).,,-JD?,,l I,',4 L'A"AAfAST All 414 r".',AY£: AT 11„7 UNG EA£45!55 II,*5541.AIA.'IAEIBIS 1,herr'£rAAit-iif.P11010 0 DITTOSi4 t*4,4 ITwr ACFLnq'.,. .A,,::aC45 ..5 4 _c .Fars.ABC fI4&CTA+0850(1%5(711 i(A' '::a 1=>GA..4 N„i RA ry,,, F., .4Tcri&A-TA!{: Fl"S'..,A ,,"L+.EY ?,tf,..-'',.V,,..'A�: ..G...V,.A' i ▪ J,.,_S4A._,_ ,iI5'j. !f ,. V.:,,t, wSEI, .'',.,4. ,,Y,IGIIN S..'SC'^L AO? .._' 4..T"i1 15 A ru. ,7071_7 AA.a t .,,f R F 111116110E WAY f1MAz'-AAV'GAP uN rN'NL'.A"x5£Y 1,5,WAY NCI 3E Ay,rflDC54'p tzi"3 ux ,-,. -yA .. -4.-i r. ..,t E. .?A SA IA EY;,A' ,,,,,t, E,,,,•-..,,,,4,.1,..aIA T VAR YAAE Fr.x',_, BE..TLY,AACiP,ETA,,50 ITP TilE i77.7C0. 7..,..I ,. res..7,.`,..--E. i +>A S£4 A, ANY VP;2.-11(' ,::*A-?N ;A.5 10ri AT IIx A ,..I?,AA 5.Arc✓ A - T'.w+ ,r;A'Ea',sd_e3:'!($A@zrFA?w Awr3(17277'8 API ,A,TIOA YR PAE ENy ..,. ..A 7,74,-2.,';':',.;;;Z 'A ..45,..,.Ez A,A A B173'; T A.i£ n,.4 A t.,.<_<1.A A 51lC..,LN's,G 4A(SILT<r 3.14 G a"+,k.S 5,+/'.i R'. a 'NS051ENANA".rA',A1. IAA!C7#,14,4C,1.GR',Al' 4,T.'A rt,1115 5 S )t�. Y'J%-FY.'.i-;Cr£'Ai'Apt ,,...;4„...:r Alh, ,a HA...yliSA 1A±A tJ 10 8 1 4111 2-'AS FBAASYN49 411 i7_17'3 TAA L.a,�+.' a.,+a. r=r't 0r r,C-f 3tE;7Xts4 NA to=Ala 014545554"'Qk s{V'r;.5:r.N a: xr.S: .- kE A,. 3 7 L 3s . PA A 2 ,'i A' <:JiMk1C S+MLd et.44`*PIIS A8 TAXI'S dk At YA%c£AF AA? i Fa0Ar5t-c8 r c N, 4 N , ". 4 5.011440'PEFA£i ote,ve SAA NC ANE.54Nr, Al''.xx"11)00 9, 1 A - t ,✓'A' aa8 fir.Cl5 PWS I LT 111,0.PN1,.;'Al,'AS ,E, .1.:,+. 4 .£CE',14.$ t,k .y - ,y.t'xr X ^Ya _' F 4 rLAfa,0004,Ekr,.Awe9439 wt-..5:-I4ff'Al N { / Ill 5 '_ t Al 5,5 5,4 ,Tl 5,4 45,5+REOVAT Ow A185.49 15 5 fAA47 C 451',rows AaII:.lA3,,,y, 5'5,11 k 55 5 i 2A AE11£A4A lSAS CYA A 8047511'1113,8 A v..T:€1 (�-'.▪ f k i 0,.AT L i CRS T:...,19Al c5N5 AI ONLYAl >"'a75 AALDAA'_, A04 StAl s,,S0'.75 A, A A%+r£SANYO,A4'£w+w T£(T€tw 1 5 'A A4,r•W�£M tNti t l iRf tiyhl'.E.,)3Ni:€CAX,,,NFY,SEA ..m,4 .0 ANat Lrxr,.SW1S CONS,k,C ,£Y,,,,,,`;:7,e..-A$ .N' .47.45 S A„ 7.....z44:f8• x/R?Ay,5 i*._+,v£aTr 1cR-_"+E ExFY'� c^CST rsg 3Nz.,z EE PT.'.E3W 17x£+ 'TY,£ 3. PE- 5x5 41 7A-.,AYA5l.€ S ,i..,w38 ..a AA,4 �.S,A,,A-x117[:GA AWARE 05 M°.:1' . 4'ETLArr5 AACAS ARE Ill: 9e AA'415 Ara F,Clea Na. a53 . FF, 1 4ks ,,,,Ir GANNED PR,ON 51, a G13A¢, eras di TNG _ . ',;Is _'YF.'NAsE11�a1XwGi`T, - .,£a c.FA.5C Of:4PI1,40($AAA S Ai. .,AA+' ,,A13,..,,,,b AL Al, , hu s.:P:,-. ,:h AVT,..0,"0 �Ti.� LA i¢' s'-+t'Ae'AVaARtl frE i%M ✓'i rt h 1.410 BE A-� :aF AY;�",tt :0 A'0 m4;5,5545,LW,A.,4.003 1724 <..of a.uRfA,A A:1"r.Adp AA.A. :'AdRi 4,c744 ENV:ANENT 58421..NOT Ami 4505-TO A.:',:"$11 wi'T:A05 AREAE ETA xl,.4414., (.A 44AS'+'," t A.,r`.-�.GE 3EF4-..44.44 ,C)1,18 Dk tH1Y°•,`417,4;7,5"ir-^N wt, an.A:ARRA#NL?:S.S A 3vy,d><-Y"(xEA1 tl87'Azklfs 0.7`.70,S sr<:AN 15459 Vied'," ,40 1.NP,. :;TITS Ar,.w,«A d'.SAI AA144r..'AA A 5,0004O,'r 55 CEA:A4. A„,,:eAA1£5 NBAMP,BAE'CY£S:A1,445 4 fl=f'1+3716:A .'3SEA 'VAe 1€'S.'AE,154 Px rA777477 1$C 4AAa:+x-!317.. v Ai P(<458 4`%T FENCE S+aA¢1 817 raGn£i Raul AGL ff'S"'JASELi -._ac..-1ZE9 AT FEC.COMP/MON 3F ('1( Is 47A$7l9N*74tW€ +4`3A:d 4A :45,44 ht� 'YEA .'q$Rl&sRE$Ri^y1 iP rN3fl7$TYa Y¢Ct Y$YAl. TxiO Pi*„£... ... ,. (+r3 CTAR'N NA7.$'CACMF WIZ",17_5'N;t JN 5'+'11'!751:t�1 9A'Adr;1 i..,,_ _A 7.0:K:"N,A.555445,455544 ,%.z.. 'w Tle 7'441'5. 5.NAT''0 4y£rArlAw'.AREAS 5.444&5440,10 AWN NAPA;tit 4-.8'.43&A A'0A,tANGAR Y etv,A 1,4,f1Y. 'A elooR. ACCT/.AR£4744r S4.0^,44 44(1 3301,17? r.9f3,r, d 1,._,_as , ..CASTOR,,,,,,,..4,-....,;,;.-,1 ,_' Y> C E5[o..,1.LL 851_5.0:3 Pr,_?fi%.A>s,.}a X3.,..4 w,&:0.N£rte,#N;,ii FF _5;04,- uN l.A £-Y" Cr551 I., 00X4..,we ISCfdt?tAA P,5 5S:.'SA51055, tYAlA'A it A,1 -A„17,NC41zSM.:3PA.az 1;5511'mtCtS f1A 2 sf Y.RR OA 59 P T,'&P A AAX525'ANON >-'.°kS'VA: ?.N,:w W 1 11[1 ANC 41 31P.5.11:Pd SHPYR ASYF.5s-,,vtti• a 4 IA AT EAPAAII 04-NTA,AAS IAt1SV ^AN:5,4 t B£4"'E.£ A X(y.A.lT C" J , 5A:".".NT,4TH d4 yam.*,{re4wA8*uA 4°57•C n,+ae fA'u!iA52 K. . A iVl&YT A 4f TAL, ..,45-45 R'P1 5 4 15.•A,RB{,{01 441 2111(14 "II MI, 11 f .rR 5''I 9l144 r,7,44:4,...+04 dTAA All .k` :,,A;EIA 'IARC LA sSET F04 6 YEN+ ,u;tm,-J,n ,+sAf.:Z- f'JkIWA'4M, rn ("l'A 4 NAS AAII.t.BE AEO£TAS YFON'+;C ,,,-,,,,,t) ABAA f HP 4 Alllfa' ,0.5f IA>AO i A kTS..3z 1. h ,0€l,fTA A:A.S z$i%iP21G#.'£-i5..PLAN 5£T ffN iw.F£NENC£.'0:4£Y; Arf5,115 1N.tAl, Sk+St1 BE RPS,$7 t!_ 1N fy....Ni,W sAl i. ts`Y(F W.411.rRY$A.4$-I Q:!r Np wT$; �� ..w+tl Al i A Kf.$r A C.riArz L+'Al,AAi FTAA:i TS Smi£8_ A-xTQ.".A' �F z'- F,-, 5,4 51 'C0 Rol F A'1 L.1 111E 1M 5.544 11CO RI'4, M lea 11105 V f.Al 5)(54254't'BMC.'>'7' ,d S+ A.94 11 :AA4Lb(0 F5'Al .Ii.'/11A IAN AANA 10 5e AX.1CR,TEAR IAATA a Ski cr AAA;! .Y i*ATE Sf'".. ,"L."VI 1, 0S'S041G RT LL057£0B,0341 AO Ni.V 5O5 ASMI.I'T 00,TAAI IF A '.,,',N 4 SVAIL�R QU. L,.PA "w 712'A Wf,,AwTAA MANN IT ,, 1£..TA+1'As;5p0wSi&/C.37'4'"FMTCS�RACI C, JO 0,n u px•rhCv i,aN{ 4,: 8rptre Ay,A, Vn TA At FN 1=' a A1x. tt1M,, 104. 11`®G TAO 111195 &0)row O,1 5 AAl? A 17. A F ,R ,A.:I ur PB 1A`1FFP£.A fiVRAIA :4.>'.G W Pf 84 A 52 w .472 3 3 141 VENT'IAL'tl0455wA_h5 AL`R,i'DEr+z1£O zlw{N:0.6A EI RAY EA!5.TAO 834 r; (N8 L@"R ars§ .' M Jr £ N ,2 _g.45'1A£T 957.'if .4.... 1P Nta A3£Y s. GS.+A-44E[SNB 11412 VENT r'1L517,5,738" PAAAEk'LAS R M"t'`S 15€00 I', '112 11y' WC 5!4'11 1 fd _'G1 ( AN(415§6.(317(1Z. 0.!rA'wA£,'$ TUxy,,5,}'Y fd'I FC Ef w Y N„"z #. )N 'R:,,,,m,,,.',..0,1 tS Al Ari9Ni+A?15 G•51/&4 '0115 ix { .4.7',..,,,A.KARL Al' f.Y A .,, h FAA£‘5-1.4,,55w'.__A ak3 AI c4G`YVYBw G A 44544,57,5'55 IA'X_•'a.AT£L7 fF A.AY,. ' R 0 <+F IA f*,- %Ne Iw5',I*5.'54.55 NA,RR 54,54,55 A.S 4. 44 A 17SA'A 4 A FPAAS':A!G 1 I„T{EOE Ti AS(($;;011 Br{.A.N ?A5' x;N A' IIIxAr 5415 IAS. . ' >4.,'Al,,. f...,t A5,5 5...t 4.f y,Aif 6.w A Wff Xs<I"..+.4117; fN 1w'�C'CYN.9tr:fi(Zc,N_ 1+CY.a'.. Av t',XET�HExyA 17':"17;k_ ,rs 4:, __... F�?NkhAAr i5fi_ _ rl�,.. d Oki __>AAtirr rum ,n.uys 55(0 4171£':-w[117884>M2 f -..ur.r,;aF 'v �w f':s17, A 43'17 0.7 s A .} .;w 4 P t9-.004AIAJ,..4T,,se, A., f 2.A A AF Al7v A,O d4G.t,, r ,Lh •&, , :i?." ,f'nJ ',C vLN0,0,>7#O$fbdl .t,r.; 'r S4A A 11 :W; Of 3 Y 't >A5 5, F 8Y'£C GO:J Of-ErS Ixid Awe;` S; f Li 4i«4"T it tI,, ,,Y .R, , '.?Y-H1,14t l5. e Y 4.A'CPC-,... _T,R T7 .3 f t.�}f} ,..4'rr /4E,I.. Te -..t :5. Lx, ,,,,,f;.. 4'.r-, .r. A. 'r,;,'T6FtO [N...•..A, , <4A Y;<C.,a <„wS AT hi ' ,fid! -5:"TO x 111:.;;1 ,:A_V {L TllIN+'£A D LS 5£4£1"8 Ar -f t 21 h" F FNP o,, )M 1,i ,158=5:5 Y.AF ,s,,,,,,74,A •f 12.,.. .140 +14455 CC A,,e45%17-,uN''Ia' u N L .''AM vE 'Y'• 1 A. _ Z k .w 41 RA ,3£fA" 1735".AN ..H, NARA, ?b 51;.8 ti A A4 J 0 s,....5. • { 9 A ' 3 4 4Z£4Vf4E1 TA Yd,�',.Na;' &1N,c"8T 4£T 1111. R,, N a AteNODA ,AA-,Air.,,,4 £ F L 5l' , fl'Aii,, 4 wf ff4 Yr�Cw'N417 SitSsA11*'i....171. J_ A c .._ _ l`,4,P A�:'.15 y,,. Y.A KAY $ F,244'$1j(5q.�A 2.0 CO .55 AN P Al.WA 171 S T.ti Al''['.$".i. Al 5, fro i, 490741;40.,01IY.Ti.0,.s3 11•4237u:1;:t:';',' 1 1 r Q* rn1: T Y LIN INTERNATIONAL * 5x4;18.AP s Y 5,0 xaT A .AT f T N �,�rA A., 4w f;ENE,EA1 NOM' Fri .�� ,,. i�c.> KEE IIR>n7 A 'ANS �. _ �. u G�4 ww:,,a r T4FAI.##rr?Nk4 a 'ate ., RE LAI E lr3 IIIIIII 1 - ... 1 Cil 444 iThil .., ( COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE GRIEVE REPLACEMENT`, \VL, Vf.. eetaxel MITT KT' [TET 314.AMY PIM 11411114 It\T ICTATIITI PITTAT M".T-'• HIT.rm..clt 541 szt.attf Oft [ft ft O,Z=tt V vtOff 1115 II SO i i MITIO7 PT 11 m T.T"IIKTY 1$ ' 0 to ,te If m i IEL.m ft.10 1.1itMiien!V-TN TM 11 i In -e ee 1 [..t,f'A o-tot-Zt. i,..TK IT IT(t.Mt.,i Feet .. r.......,...., 1 w'A 4 fOO IV.< € 1 16_19 LI O..COS, THEM'MsT*ALL if:.7.2.f 6T,,TIM TITK,WITTMTK TOO HT , TM 5TIM NITIT AVON N., ' , '''''''' ..1,..— -1.trf.-,, \ / ift,,,,Nra aft*--\\ , \ , 510111,T.V PAST—, ' 13 IVAVIA mere,.LAME? TK(..ITEK OTT-- \ , r-PIAFI,at C,W41.14,A,Med " ''1 VIII 1+11111111 1".IAV V III;t'!f \ \ iTTITT / 1-m-''''''-'''''..g*"'`,1:ZY-'-'''' " ''..* °H-420:,,i,f. ,,fe,-57.V:•14.e.1 . -a, BEGIN.P.60tECT \\.,‘ ..,,,,,,.. ..,..,.sis..c.,.....,i,:,,,_„„,,,„„.„. , – , ..,„ 4,.., , , s zs .i, -,t 1 tf titt7PreffiTSTRUCT IORN ...,:i----,-..----::;--1,....-' "1 -- . 1 , ,..,,..t,..,,4„4r1••••-.,,,,_' _ W ToTTTTIT„,..L.M4WHITT, 8 t 1 !•1 , IETT- .47 STA. 41+00.00 C CO NS T: \ \_„----- ,L ,,,, VII ,,..,,:171r ,,,,,,,... ,.. AIIMMIM. _2:Y.& 4 4A.ii At 1 ----PG' .,„!..,`,f,' .__...._._2>._____... \ .... .....1 -&-. 1 1 / .LIT f Z IT ii.If Tr w 41 ---. ,2 43 44 M.' 39 40 --4.../ —0 77/ N . ... ... IV. VT , 'm LT 4,f..af \ .,., _ ...... IAVU A<$,:g.X..,..,,.i61 '2;''. ..,..Whid wrro IT ' 1 ...' • "-- .:'" -,•1--'71.-';i,,..:".:-....,7: .4.'";;;,:-•-•--4,, - ... ..% \ \....,,,p,i;irt.44:1- 0.6.43.1 /...,.../I - ..-',..",,,,.2....e.l."--',',...1,, .,,,,,.,-;1,,„':,-; y . v-...,5:!;te'-'7'., c-.'.--7,,,r7:;'.,,„ 7,f..!;,./4.,''' /4,,,,'.,"Z,,..,1 ....13.,i.,10n. ,,,,,,,, II k'' / 01,0,:i 1-. ' ,R. AMI,,X T / ''' ,..7'''.-7..14...4.V MilleTt \—.,f13.0.0,0 Ignk 6...OW i VDEM ; 31P93,L)6,?4_6„,./ ,„_ „„.................. ,..,. -•,....F‹o e u,ti. _„--, - —— _ \ \--fOtf 1111 .,014,1441.044, A. VIVA 1t4T.TATT MT TT . lii-A'-coo4lry ..41:-.A.,.29(COPELAND AVE,) E i 4, .,.,.., 1 . , -----. ''(-- ROADWA r ptAAts ..,( LII ,.„0,,,.......,•0,0,..,,,,,--,-• ---'''' - tWata.,a-CAlfie II,R.ILV.P ,— ,,, ..'"'`V.4.. 11 '/..7'':4-:''4 '.4.7;?'''' - .t zt.,11 ,-- 14- ...,, Ble I r ':- BEG BRIDGE O ITIATIVE(CBI)bit*e CHOKOLOSKE BRIDGE REPLACEMENT I END BRIDGE STA. 46+35.98 ECON•ST - s A 4E+60 98 L.ONT — .'iT """"7v6`7J535, 4"v7'7 i c 1Xk ati r 3 5TA I�14^tfi{}.9�` 4"47 fit 1� SURVE)1 ser 3aanu= ( are a" t SURVEY t ser (4?46.642 "sea §aw.-,.e wP Yr CAP 8 61# d'tw kHEa•d wyb°i wf 3,"f#MAP£ tr SSE'PeOtt wrgg (g � wY AQA; w ...42241'Il? e.,-HA9BfF.A" L %f tt ,M 9Fy&YS �r•IIl;N�kp�J,k�R�pt'[ppLE NA73TYG �s 17 k i4 iU7E k s)33 S t tidH# �Fb XITf#'Ac7L&CS fila rP FA es esu :: BEGIN AA 13{?RCH SLAB a a r"1. x j €sa xsiscaAsr END APPROACH SLAB F�1 STA \\ ,T+97 8 r CONT AF+camas C'.. 3")--A-1-414-44r."0"5,.: T'A 48+9898CONST TA-1•45-0-779-5. 4:0-7417-1 F t i s r" &+ s 47 R7;" SHtRt•FJ __ r SdtFtVCY .Z-12.A.1111 l iE€ J2"s " • .mo.., tht AS awC Y.kA F3a ffi'✓:tt 'F- I / E22;4,66.tAl F"Y hfSfT[A[Y fB• t y C4 S 40 �1 p, ' ' C �' rt�4 P 4 CIk F"f"'%' "'x69 c.....'f..t.5i; k,f f 3wrAY1 KAC cf {041 46141) `�5rtSGO#IIIO Gli/'t9t4t1@f'� I#E . 1t$'NA€,,,„., 2_iM tM14w fC PA,iW°,n fr%M(0@Y': 1 t,wMt;MG 3 f y yrx,40 -X1Q 3K11010 {t It B€Biwa 1 fjr - • f i VIH k6i'}�9fE S 1 `kNf' f Y 1./ \ • Y x.<. 7 !et, 044 — J( r nmea {j 4.4 j(( w1 r:01,11*uG4r3 , f F " r to w ! iK ., ti" Y 1 (�''5YM."£1&E tN�NPiNb 7� "j_._.. .,t.,..� - T r,',, /j j OEsutS J!Y R 1 if � � , . ' r t t.._,p riw.<,e,. sx� "� t"3c �rr�rrrr• t� X �,� � � 1 \6_ � � - � .. 7 t _ . 4 e' � g '� ll b 1 f . gp:x d as i a a _.....,."., tr :e s,,,,, u., t t• '` yt'AE r :fin i th; R=c° 4,Tz G A - 1111M1111111ti®. ' i� y_ - ,_ sie xesea j 1 i ,:‘..\.. `,,\ a,, T k+a .. rrc r 1 ' K'727:1''''. nxe4' A"" :74.:4,,r.,f,'„,v-...-,t,7,;'L.'11640 I•...: x f ii s , I ! =a TS Ser_. `tp Y a w4544FAiAIFf S/y'£4 .40'*". i Ny bA",IfGAi15* 'i ! 1 f= i ( J TL3Au16 5;--^ 11r4. 1 19.51'RY '5faSY""' !< �"--5PAT "«a/t4 G ;K 6; cyT 111 [} 9T3R/9.64 AT ':.ffi#RJd£ _ f'C 3 L f !33�9$OS p Pa Y ,q 3Rh ii'••}FEW+. ti/£€:'.AN ��iq4. }'30"4,14 f.Y rezi TYE+9S,7ri,,#`i7'Rf1 '.4 §4 wt F9hD '�u 46'" it 1.0[i 9Nd1N/&4/SkSWi,� fiw ,"+Sw&1"$w.Ia'N;, ...._,m.._ ......... ..... "......_„ mas!na P 14:4 Yd'A4, •.•�_ TU 8465400 A#i9 hail AER 17 t N:. t ,,•• ••. . L Fy1F ARCE 5[ff SP 0912E P5 i CAPRI u „t1 0£1716 145, 6`.'44 167 5 a F W �Cx¢ i AS Lt t i;,S,5,'' m' CO Ed1 § AX L sY ktAi+AP. ff gg i 4 3 r' bL fi 5 .9'TEM iMfYw4v' L4£4A:Tt FC 3> f XAi zM.l S'. 54,4 n5E rE8,12746c, S I BECSSBfb4,Bd?�'SiL kfY i'x E la wj{SEA'a ZAdt`dSDP S 4ilA-` 534 41 !_ $ i M.Kfr FdA1 w'bid S.A➢ 106'i�` `1 i ' '',4''''41'1'.'-_'1 4 1 e Y !:".!-?.?-1,44',.,„,.. ° > ° ,,1 HArrre 511:+71x6 ar�E:ig - S kt .r a ., 41,, CC. 0' s Ift)91)T3 d !I 4 ... 1.,,° . ., ,.s w,.1 5`Sie <s , ri i X?E LAd t x STfeNr .„.,' ,,,,,„...f, 1 1C f COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT�' I. d r9 49 C3 51w3S Ari$L.CPSF 9: i'7.5.6 557..32Tj L VT A,4 'ICC .........�. .. Feet xNp.. "" .. w.— 1.—T3'[8.Vd F_IYF 2,, N• Siad$04X J il 1 S Q k83 R V 4A6lE.i9 v,f.3F�Mt. Idgy.7l...F.9 • gp r d,w1�.r C48418 ; EIVD PROJECT tulle€ea 114125t.467. I I frff .S fsYar. ✓;exn ,' c4carr-x 5?'A. 31+-91 2$ c ry aR,we 4;5tW ' 3MJULCFK N5� 1 t t f F s9 a64a9, „._xe, C° -',•.ra "�T kM S ---;;,---7,-,; EsH 5.. ry I '—Saxu.aras � �sr ua Y�,,"'r 1 /,/,.,-,,84a :�i 1 t \[ f r lip - 'fi 'rpt tc-- t r ,Id r y --- a, k s a, lr ZI y\,‘,. ..--4,'..`,...-:.' t *'�`t �.,i 4Y T_,, V 53R E,S§�CH851' 3'` a, x ® , T t \ t END CONSTRUCTION _• [ tr.,-a<. q{ 1 ATc 8 X 3`.4188 CI 41 1 a E\ -fJA4 AH t. 5 I. 58.119 • `• 7e$pu y4.M�— r010 IT C,CITTI V ,s;';:`,S Cr ITaC+ Y CP 4,c4,,,_14,4,,•. .----T$3:]Fin[a k'f 4y i ..*n5 LTVA t F � — .,� 1 e F� 3 � --. —_..... .. _ .:.Sa';'1;'S',Ft 1 —FM a ..._,— -.. _ € \\I\ CEMwF MTA tt f-X Y C:fihYVIA CaSQ.Y P ' In COUNTY ROAD 29(COPELAND AVE,) C YA AY VA VIA, A € ;4;1', 11$sa,1'a V lit'9.3'_52",Rr. (1.LM n'''''''''''rix%ll I D 3 ®b'" S # 59 59' 7 311 FFj, 11 a g69�Y4 34 :. CP _zea.=a. ��*. .� ALN,< a > 58°WV ra-rase-a 7i AR. r 4{5 N' ♦4.$i N.$ 4 L- f%' SN' A 53. 4a 4 .'Y9 4;�,' e,_• +' 1 993 E9 fr 5Pa ag PS 05 PK YA SA 3 Al' l 1 35 3 k »• '.x,«SreaF ria 4*K"49 Strom e'` ,t 3 f.4 {X� Aa w_ '' • � Fr 3Pn .,EF,29 r,r 3 A t5 kaffit -� - xvLIN iMTERNATI NAL ` ,., `� i ,�onii.rArpi vs r .. - A„ 7#$$4 �e y., 6,,,,,v. .. �C.a...sey -> - t ("l?KOL&".�.,fx Z/Bifl$ttI. I< raua+�� _,,�c la'f'':'al-1tF.FF'!'Tped I g i i 4., t ill . _g.„,,,w. . ,,a-2- r4)4,444,)71.POIN1-444-' 1 I set /94,14. ,Ala'uu44.44 E gg 1 E 4 4 vs ti =m932%31,514 3 &1A41.42 STA)44 E1-9d.04k4 ..._ ...... .4 432- E 7B t I.. i 1 1 1 H i :. j_ z-:-as-_. 235 N 4 1 1 BEGIN ONST13 ION:, "757.4-T,'NESdN P L , MI i ii l.e 74Crr,ta SUS EYt i -- pppi - S 2 , e 5T A, 4 +t0QO i '1 • • , 111111111,13 MR= 1=1111111111111 t t 77 > e s j r 1 , t a S Y(t ` v: .... ...¢. t 99)9599 1 t e )e, , ) 7);.0''). ,,.' 7 21.,... ill , , , rr mar . _ .'N Y x UN N ERNATitii4.t i`, (: .�._.�.._ r,„,, r l�xaF �` N.r,„rs/ G ...�. � ai,>g c`�c.+.`.Y a9 4.,,, .. ,aa CHOACl'CLSiii,8rdtl.b as /f5m t .i1♦ ��'}�.'l�Jbf.�11'7, �+�. 49,.. • .01 to•.1 :caff4 .1".. , . ,C.INT $t4s tO*4PP . .SEINC).4•044 ., . . „,., • W. “:::N"'t. 04Z. :.Will<C4,..S.S•12 . . . .• . .• ' ..thVY IV .E....N.tr**51 1 I , , .• .• : I a18 ST . EL. t ., i , • . . . 1----- , .., .. 1 A i . „„ < ,. 1 V CONST, . . ze 1 TA 0+359; 3 . '''''' :4,,.-..',.....j - g ..., 1 CCA,5T. i \ ] 1 i MI • Ma : ! - 1 1 / i-•$,• 1 i - : ,. 1111 •/ N.'IN IC SIttIr .' . r• 5, l#, i I• i ?S. ' MN Sr.i.xi..e41 -........r a i410111.1. I • — I i I .11aIT t....... -1... .1 1 4 : if I - ....,.. 1 .7". . ' . ............."--........ IIIN F,1a,..' :------III 11111111111001111101Y4111/11111 ___2_ .111111111111111 • - . ' `,.... al i . ..,.. . .., . . . _.....„ ImL r , . • , ,..•,....,,,,. I al la--—.0— "milli.7.......-..„.....- -,,..„., ... .:, ,-.s.1:1 .• .. . , 111.1.111111111 I ..„-,•-,, ' I I I] I all • - ' I I Ell e I III III I . „ El. I , I , . ' ,, .., I' i i I 1111 I , 111 . I . . WIN • • S ' , . A , ri !• 111111i : ', . 1 - 1 ' '; • - ... . .,„ _ . ., I i . ... ,.. , p , , ,,,„•ow*it# , nal HE ,..-`'t ' 111111111M111111111 . . , ..,„_, q 4v.#4.,,,,, 1111 . I ....... ...1 ' , v,, , _ . .- ,..., . . • , ,. , . i , . * II -: Mill-,45,,,,,..izE.,... aillimm E.4...„ ,,,..,.,,, -.. - , , .. .,... III 1111111111111E1 a-7 .... , ),6\, 1..r, . - T NUATIONAL '''` .. ''.., -.. N r I OW*.4..K. -4...,......•• -", ,f.,... .,-.-..•1 , cum.o°11,056.1*KIELele 01);,i,„;... - 2 5O) Are, •».•.•.. ..� --" _ _ ., M-�he6Mb4(OLO 12eE6�A+Defi-RGG4CGMGNT 5 i to r • 7}i 4.�P LaW �GAPP N* !` �V4tl d k 1*EVNPE<P, SSC M.. UKX*NP6 i ;' i- : p,v syb6Tt B 1 E Ju54s.i 18129 1 2F�w lF¢ NZNSai MiMY 14.92 8&L�'.t3N&T -• • ', • .. ......:.. ......- a......... ,,,,,,,,... ..... i _......_ __ j j____ ' f .Jc I 44 Y oNsr. u acs �� • • sT +pro crvsr, € Z • E • o s- roc • ,4'..._ I i a h £. f . -.... ...... .... ..... ......y .. ...e.. ..., fes,.. i. y. .._..... '?�1 M frit .r .. ........ qq �'�, ._ r1xr' + � �4^,'a, z eyI a4�tm to ;., PTV UN1NTERNATiONAt },'. n V. PEDFI E '.,�x a,5ee rx»i r:aw.wR cxo� �.. t'�?�DI1iTCPF T1L:i— � " � *.��ws,.�e r..41- r4.1. rH. Ili i „„� � REEfL4lY1 i\ = a FL -fin I ( COST SAyINOS INMATIVE(CS!)tor ihe ENi5M.g1JOSXEE BilEr4/4,,NT4NACEA ENT III I iI .......,..„.......................__—....„.................... '• .e. I I • , -......., .............,...„- :. ''' 'i 1 : : , . i , • 1 : :,. I - i 0 [ ,,f',, 1 . ; 2.0 - 34 '. ! . , . 1 , .• • , i ,. ,•" .....,--. :,..? . • ; :• ' t i .. ; 1 r - 8 _ i 0.0 0.0 • . I : , . , 1 , I 1 ' • . . -----. ' 5 2 , i i i ', ifiEGN.cAnn, neelo, K I .• I , 1 , 1 49eveg PRCkiE.T ..----- -....—.. ...........1.— ..„,..— — . i '1 1 - 1 ! :5•7-1,,. , :,, :.,... -,.‘,.:,..''''s...1':'P'1,-'4`1'4''''',. • . , .:,,,•,4-,-.,:ripE.--,, ,,,,, . , . : .., I ....: : ,,i It:.i...• ! .....3... , , .,.,, 4 '''''-;,,,,,,,'•4 A .k.Nk'..,*(:;.:,,Z , 1 ' : -1—,ra t.‘, -,..t tifass.s*X7',/f)113'S c-^4 '...'* (.;77TOKOLCASA.EE, ARIDGE ; .. 4....,...,4,04 14 '..4'.'4114 .„, REPLAtENEA'T ... , a W - 3 COST SAVINGS INITIATIVE(SI)for the KE Bit F%AGEMENT\. A A W e �. ... ,& i V ` s i WM Ys? y a,•v } 3 I 7 , g ' .' , .6t, __.'‘,../:_,.........:52.,.:.,,,7...,4",q:_aa.....y......!!..,..,,aa,... , ,,::'r.,.. ' ..iii,' 0 • -5 I A? 50 s' se SAC • 1 1 3 is F....._.._�. _ _ ,,._. 4 ms 4444z alt :. tr tan,$ rx ; :' 42307 01. :. a° ° '�:V?3x .cA.: v+ ix y- �FY LAN�hTE.RNkt'i0NR4; ~`"< , CRC65 SEL'7YOA'S Mil Cera .xs " ` T k. �°ey 5 `. dhf0A'Od!A§KEk$RRI YE 111111 -< T. us£- #r, exf� w.+w�.m-�.n.,✓ * x ,T.-4.a $$$ u1r .�u �'fkoa <e R1:#. Tfb� liAli 10,21,115 1 1 t - - I1 -- COST SAVINGS INITIATIVE(CSI)for IM B E15ENT Iv411 A Y A K 1 V/ D STRA 6FY.4.E-RAJ sC'G ,. C &A' a t.v sr Iro a7t,-C.E RAILAG4 ' ha'5A L)EWG X< a4<C.fY3'd.,�7•�f. r 4 f Int : __ I .R F �- c -b ,4,--.,.......:`..'''. _ 55x' 50.4 '524 4554 I LIVI: I `-• w :i. ' '''' 1\'''...t,'"1 '" ''''LI- ''' '' 1.''' 6-if,--''' '4;`"'Ll ''''' 'I. .--...--, • I - �,I, I. ♦E + y'.CA a ',AIN] �i�' ; /-7"---'T l Inr�ERxATIONAt ` 0.°.‘* p ' ! K a6S SLY'TfoA"S Fr' +rt ass - - •S.. «..e, wM... r� O.&f w PRn!'xrfi �oao''y y e.ws ,,, .pa„ .. FP2(2%>Y]c�tea` It u.«iy ta+kr4 aEp�z'. M4 ..._...� FAY.L$ia -0.� 3irwf-x.�+�br �1"+`.f� t[•Mx' ��54 i1Ar1tZtrik '•, f� PL9L tfFtir r £ : 1 COST SA INGS INISATIVE(CSI) he EE B AENi ( Y b P P fd5f ^�t I «ems. ..._.... n I T { __ i 1 9n 45400 611 _ - r Iry _ '2 -_l— ...n.. € x�,„.FUt Xtlt i_.. fi'" a a r j{dlat ;y b c m r p > FY LIM.]NTERNAIY AIAt nn ,,f m-m r-� ,, f :...,,,...3,fi erect r a CYd£kS �df�sY,ier v» s.1.4,,,1,..,.... ';''. !t'IG�aiG�L SKEfC. df�IXiE : `..°I'''':az8-coca ''n.<'' \ tiA R]..fk?11t I *. re;anxaxr / l PLAt:EtsfEA"' y. 55 llc le - € - COST SAIINOS INITIATIYE(Sqf he 1.11,41E BlACEgENT'Z S exv�7 l i .x ti ' , ;. ail... .._.......r,..x,-.-za:.. ., i f .:.. ..__._._ ..,x ,4.__ +YS+La7G 174, ' gr3:r E i -::, B£G'N:k P J%N SLt 1 ¶rA.45.-97 98 3 PEDESTRiAdi ii, AArjN$w, a �aeSEJ A'AtiC ....,-_- --.,..-7--.-,--.:,..1 , 3 (5 47.7,5.F.9.57 P.T. ad ' . ,_: I. _...._ ;;... s ENO stt€_: arc€A'A:: s = B - - 'z." "_-_,-_ i T iy,,52"e 1t.,EPE' i r P/P; L kr4,'VP�55✓5CE e A,, aw h,, ( 4.!,-,44,',..9 ::,0 ?t,1`= . t '"`-X. Luk 4g,, -'., I .. -N /TY UN INTERNATIONAL '/." .f==«`Y 1acssti ,' 1131 aee s. ,,A5.ua+ a -„�,._` r iP .5' .m a''' c$ol€L,S/Ig..BRIDGEY..,.�,.«..,.r t :d .rA:r,au�-se .•,»,.n,�.�. �..� �F7M },.,� ''''''''''''''''''''''"I';'''''''" � J{El'i,1C.R:�1ENT 11C • 1 i : 1 •° COST SA[NGS IN IVE I6S11Zar fe ys , � E H 4M' +�tk CL NI Y e - "t s E _ l s r ' • • i 1::::::' ..111 j 1 • , • i • • I r _ e d Je F s na I t 'fi g.yy. 46,,,,,..,.; 44, I 4*,16,: wI4T i" E' , i Or}6A' St; :Al'. `"'" _ - - /TY.UN tHTERNATI AL l9f I I4 \' - qui c f 1,r<.=.--r`+ M6,3..5:Y.3', rt r t :. +a Z�S�a SFCTdCL�S A.O. ` 1../�.4{c.-#,a:,-vV .**A,;*:* 1- r ri xvac !3�^10E +1• f951 i 1 C f , ..... £_ COST SA NGSINITIATIYE(:Sq for lSKEBpr.FCEHENT 1. i Y • I 0 .& a • • • • q. A F •• • } aazxc : 3 l Rr "4.d.`1}'1C r� {:.dNf� i -.< ;.,y �atL'S2YitAA4k#X;YL�AiL«E `t ` $ ,',4F$E ,sc 4�';t rfi' 9A-41E WAtL 1 1 `=j.. W,' EV S li7"..,.'4,d£k.), Le 1L.1%sti off •..x4s.' wt z � Tr - ii k } I / .._ ,__. _.__ ._._.._. _ i i- ys4ili9isr j. �..- . '..._---- 1 ` : . Ng 49237 �. _. %sst,'"; �F �4 sfs.fr�. arf Y,;' 3 E Ii j 1K qy • Al �es... t 4, 4, 1 3 :d. n, j t:'r e - �rw U TFRNATW NAL `�r r{iri4ssri*' rs�, s 'rloNtsk a u _ c >,,V. ? w. ....v« �. . m h _ bye 3«rtw f flt3YDL P LIRlt)( x arms..4343 ,.„„m..`.�` 44 i .... .., N.F. -ss,a -ANS lam,4,,e4xi! i„ {1 Cr 2 � r» W+'*parr ♦ _ REI Cli'ME1FT l/se 1 I C /^ ; { 3... is i COST SAVINGS INITIATIVE OFS11 re LpAKEE SkilDgA CEI{IENT , _ ,s. i 4 n V A -Y i i ,E surer -1 I b a 1 1 G 1 I £ E 1 i � , -_. 1. ;; t 3 2,11 XIV £ , € I 4 ;=f.0Lf'-,t..-., j'fL� •.4,4 Afi I F t2"F Sttia.' ds F 4 • 'r 4 71 h1 f F WALL f :Yy i S LL.?.TR;A,V ,3°C.TLE hA td.yl k { ti i + J% '' + ' S �. , 1144,4,4 _d,Glea 'A9'd .f -4 i i .'V; XPi , ^E S .3 f. i 44 422 R 9 kv t .. _. `•'''T Y UN INTERNATIONAL -.../,,,„„,, �......... . +.a ".eer.r h .. ._ z4-36Pvfr 1,1/1.'",".`..,,,,,11. Mq h cReacs3 SECT1011'3 faf `# __.. i _._..___ ...........-r• a€.Y Ra nrirA£.,_ fd{.,..0. 4.!.,,,,..„C....,:.: 6 CliC4)K cARh IMW E xiss 996 iuhaz '11 nan ^s s R IACEMtF%T ;J 2. 59J i 1 li i C �' 99i I ( COST SA NGS INITIATIVE(.SI)foe 71e611(pLQ¢ICEF,e[tNA6GAEPWCE19 ENT`,. 3 v , I 1. . 3 " 2 t E t g i , @ LcsF.3 3 ad . 3 _... ......-. .......... ............... ..w.. I 4 j P. E �s z r , YsA I 44'.p I e B 1 SrEr P1L£ wa€t 3tl 1 . -<. ,,_ vri rct r h1 1 . p,,::L RF�t1 C,E rn,',tNG RAIS o SW4 r • �itei'ul Cha y. a ; 35i- � -: s° at � 1 '"-s j RQ a *a a+ * ..6 ,"k' 'C ki50 1,10.0 i u.i .: i t / 1-." �, - (T1 LIN INTERNATIONAL -' -,--------- A l RO5 SLC77OTJ l A� I. .,q30000 Y c ra..w:sa0^u as,. RFPI 4C'ReVE''T 1 eo ' IC fI I COST SAVINGS INITIATIVE(ESI)for fn.9m9,iff,,L9$3(EE sitkog,MLACEILENT 1 1 •ILillVVA. 'ft p ( R Y I t 1 aI e2 ‘,....i•-,v' a ' • g iiy} ttttL,N c?V}r Y7k}s�}r j ...._ .,_,-,. At .i-• -T .. .� R $ SZ ..nom �,. � , • • I 'a I e; s ,gar- ... ! i sy�rru l Glh I 5.).7 3 15 2" ?f t 1 fijy �N : 1 : Y �* :. ._ •:- :: �T'4°LIt{NNTk"Rk3ATS NFIE "�'` — - --- €sa Y >'o2r2r t ;xur Q 3k `7l) ,ccr,¢s r ( K . mw:n , CHt)ICG71 16R11X:k`�n ., .. Z;,.,.,;;;;;',;,..1f6'...: p16:11,1 J!FPLAfiE41F47 61 s 1C • f i 1 1 ( : I �- - f 1 COST SAVINGS INITIATIVE(SI)for..-.- Qj@I4GSKE BS� pACE 4ENT r. : i i : • I: e • • I I e d t • ,i € bQ A y,.>.vim, n„ 4 < • • i' i E : Nib L'C'. TFCN� • •r F j,- Jt <' {q 321. i > ,-,,,-, cu '- nk a^ .. rs _ _ "`QTY LIN fNF RNATIC9Ad. 4 ?: v"',� N. kw,- (...-leas..,;..-'If('71'O\5 u..91'74— "nsz au : p � Sa . ttirit,53., kf%fiN..,. ClIO OL 5KTR BRll,�..'T , ��.. st-osa wum;.;cx mm '" ,/\ ltGPLfl CEiE.°47' UPI I 1 C _ .. P COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT *" t I I DRAINAGE CROSS SECTIONS . —•—•-•---------- , — , :".4-:.,"-3«'.,—',15:4<",......,.......--__,,_,.„.____ .€ 't 1 , ir...,- .4." ..,- -• .1 - ,-,,,,,=, ,o163r. ' 1 •,,7,1-1,,'„,,,,,,.,,,,,,,,, ',:r,',..`';:',:,,-;',',V.,,,,, 1 , a i _.,,..../ - !ts•AA- ' , f ' SA----- AI V , • .S0 SC'''''' fL,..rsi....- - `..,,,,•.,,,,,, ,--, ., t93.x.or,-...£„5,2,or, - e.,,`,..' *-.. 4,,,,£Ir ‘, 5 -t--.....-,*.*,-.-,-....--,- i .. ',. - t . , ...!i. . --, le.A. 1 ., ''' --7 ' ''''''''i't -------,;;CAt) . I r--------- ' ,-.0 witommosib.,-,- , -'-----:,:ii---„,,,le!,-; -2 *------------ 1 s•-''''4004AM '''..,", •••;.4''''%;...*".;;, '. .1, a:',S,,.,..•:,Se, ^Is', ......0.-1,, #' 'TIN INTL NATIONAL1/* •. • ...v,0,,,A. /2/?Afik7A.C.*:,5'11?tiC'71,1121CS '...'61..4,'" ir,t. '.V. C''''''''''S.' 4*'''''''''""'" C.1-101i4;OLOSKEE 11R11)GE ..-•-.--,-.t.,..-:. ,-,1,1. - -----'-',- - ...,..r,...tm __ rEE esalit-tros ,,,,,....z. s% , '-'.....,,..`....." ,,.....,...V zsa-sme . RF.PLACE,vIENT 1135 ' ' C f COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4oAN4t ' aSPaPSW^}. I t d di Nciddi.,/ F^MV 9M r 4 s4CK•* 4°2 tical 4,00. 1 SC P w4444; �'..rXeNii, `" r SS _"__.... ��..�. ........e. r C i -.a rs h a5 teasi ,..+Msos n•d fxe € b>] aF =xxA btz9 taigiH ' 4. t j CAUTION bD as r caRaasarss°m-r,vsirrrr.w.:u,ar,.,.c4.§`#,,,,,;,,,,,,,,,,,,,,o,«se w oo ys,+ ; S TCP NW ePfeKB Pfr<#. �'r,a R».4ta,., 1 � u® BRIDGE REPAIRS ;b, ` 4,5+,..,f,,, ,),,,,t.0•05,-,N,0.3 b fen,A S,.."1, f M#At k4 ��. .f 4u T t t -a 1. 9 ^t h S''t✓it1 :2'0,16,ati.x" - h 6pdR N tt M 3 .£x S+ .11* • f P1.s a44 PfR AW,, �, Y.s,,,, ,,, c rv..m.,x ,..a....-....,_. e., s+a•K-,.....e.rr 1*144 N'Ike S#411111*41 rs.„.r` s.�.A . . ,r '0.. SCt�„>'LLiZ ..«set .taxa F ��..� i 4z.3. a.s.w.g..'. filaF «. IsAl i%4.4 ,.,..",^1.1.',:r7.,..2' i 5 9 FFP . 04 WA' '1 :2 [LI__ .'s. ��. xA b 3'T# R i T I A nt t sX.o HON ft,8? 1444 A•9*1541 .0 n,:44:4!119.”*111'4+115514B11411$A 2 ,,,, 45 tro rxe v s _,.4 esr r ddifii,dd ee 4rs4I1.''04 44511¢the u:at?, $r1Aw TCP 9154 aEtAlt: 4.111hyl6....po44.tx`N.4,344 E.1+1#,4 4a At.'s.P_9[Nes14 ste ea.1".1Nw lO-ince,.M,F5..d5 r A4fxV FO 5554 11 rx 4451 1 4/eo aus"1'V Po4551 144'9x`4.1,7,0'A3 ..inti 1cv*4,4 4444545 5445.454 e4 45 00'. 14 Eel 11y. 411541 144 snot 555 bp.141...,,4 4,.11, :w•f 74 11 44 443)fe 41,1:id1,1. peoesyAeAW.4 A1AY+:IC*1€4 i1 Suggested 911451`314 14518,911/ $!�C 1515.11015 0.$;044.1 e10.4.4 Fa 14.1,140.(1S4, ,Ss..IxRE454R41111cazR,.:i- SIDEWALK ,uit.ubHhf 45494K O , CLOSED s_ ' ,,N -9 4Y:r4+Prate c° . ▪ r' }5�h SwTyf1 F N' d z P r,fl4%1 41,4 'C o yd , ' yds,'*� 4 r f-7,,, ._ VEPEVTR1IV R4 H r I '% v,. s� euti,�Ar-is c cs � c t - ' - � v c,.� .:1 i ,� ese, A r trd w.f. au nsr: s rF ,, - , - ) , DURING BRIDGE e f 'x CONSTRUCTION ft ' + I xzi,+ r+4_,,,: rc. *x;, t “frit£t.. �A� tar i ii" PEPE'5rR.Als C1,0%.%.-9174'44.9909.4911195 ''':, ,,,, IS = N art UN9A96 s�i itr4L r a i /' ,,,,N UN s e '+re4 w TRADER C OVTRof t F‘ RAI. NOTE• to .,,, ,, ,'^, u r r.11.am>,,,a-a- kM 11*1444 �w4:m41J ` ''' rae5xio ' ' 4645 ><, GH? 3/G1[6FBRIDGE REPLACEMENT1.yr e4 1 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4,4 t,111* £SisroA mad.4-y rasSr: ( ..:zw un,-_ 847 ma .. _F 1,0.0.4.i. E NLr+R S. Pt A.F ADIFAM.)85RVt11)51885 AND CHANN 0IP1G ax £1€ CF5 PPP"HE 1RAF€IC CONTROL PLANS SHIT?T.f8AFFIC, i £ d t [ u )CS1RL"1 4A02)1'8{4H 111734 508685 f`1?514NDR.k AS Pp,.J j g 51LMYN 144 THESTREICTORE PLANS 81080 S8 VD SF .. 6ei 5YM 4 x �rkk J1I # j j 444Paxa d F R€VZW£FXl S'f{N6 21R8 AL?hS 58 tA.Nc".S USO.,,:tVP i tt x "1T f �""ii— "'tr: 1 MINUTE ROAD Q0>"RPS FROM;DU d#fSLGb 5,53m4RD.S . C ASOE.r 6.2.8 d 5 A 44b 3aED ,"•}_F__ _ii_ jam. f.Lp; f t 1 I l.� r'1 PHASE TA RAY 11NE�� a&celo' T o.t Le-ROA a.tsE' r I el.+ vC.«S' 4. ....'.: „.„„P �, 1 PLAC ATIVANC5 IRARNPN5 5165 AND CHAMN1 t?)8C t1 f aas s ( DEV d as PER THE TRAFFICC NTRL' PLANS -.',..',.:::..51 w ,K. x ' %•r d 03 N.TR c TRR4€85 AN05)5 5 PLANS STRAIN 5 POST AR;01 A4: _ g •L..d/[ a SHOWN IM SYS 57mA-r n F AN AEONS AO 579£OF. "•P.-- —•TY`m I ---:'''''''.171 ,:'1I FF 8010 t 4700.ANNA t414 TE 144 II.7S.VFS FROM FOOT (^ats= _��__ jy _ ,1. 1 D€S M 5T.5048D RO55 11 Q4." / f`'}'-•.••.fl--;---.1.41 I 50Ni_TAO,. SEAM 041)34115E NPN RE:WV E 1 1 I C J} .I. 48AEf16NS8 C'1')S S ;xI-42/,A 15)'1)AAE. ` , 4 075015750 PARrral#V,)?. AS 5H:418- 5,4i,ZONE" 8111101'.4` �i.."-1110481' /APX 0tae 16,MO • fi ] I 1 4o 1 MAINTAIN TRAFFIC AS)A PH458{8 4 E l083181.15I3 SO A4€5 AMOISIS .S OIVA" DA 88l01,0 AMPS ,) }( ,� >� as g. 8040118 1 PER 0RAFPIC CONTROL PLANS 45// . i Q ( [r 4kW43.'" (i LTi......... fl ---£5 j"� =r N Li i,.t S.arac cs�l s,...,,usa�. ,`�S.,ay+, at_trt 4,...,+. z.:* .m-: 15#IASE IC ?T":` 1c N �'�''ry':� Ito 4Ra.J7 e's+`'.. ii f y} c .... :\IT Y UM INTERNATIONAL 1( v7 "'4 d''''''''-..-71-,.',7, ..-- .,• "' f e- J .1r:4,E., � °# p is --' ?Ix� .1W'a['f Jp a'77i L 7"'["P SECTIONS saFPa'� rx :ee 1 '"a1 Atw S 1 •CCSC1 5Ew (ifQ LII G23JL '13121 Ts - .a,t�tPk"1111 ....,.w'. "t„3t«, .�,•� +•" mms.f. .. 1 M \ aac wa J REPLACEMENT f L 11C r COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT' AWANR.' S>,v r H AV �1`"s`4;C „.„,-,,i,,ONE I I z«nr tgr '” _.--w---",, 7 r... I 74.“,-hl 77477+, 4%YNT' V 7 P!AC.AR'IANC£WARNINC 510#S A1071i 750S1Z1RG 7177N.-'7%PER 7110 j tI '/ f r T/{,A Pfd EVA4T}h.7t PLA%S. . _ .. ^ 7 CONSFRtrei TEMPORARY RETAMU*:WALLS PER STRoCrURF PIANS 1. CONS7R7f7 NS 11114(7 P7t4`.*T'Att,711477![ A111kG Epb4AN7X£N7,NS eta. ,''` i -HOU7a�£R P£R,RDAII'WA;'mo 5111TV:76 Pr:,iMS 7 1— of / . i 7AN£AND S Y f I In.515.1 wi0 lAl w.. jti I PHASE 2A Al,%IVC / � � f F. ELMS ADVANCE'%`kR:ilNL.1/ENS ANO C1d3%1tEL727NS _ r DFA WFS 11114114 74747717 1057Rsf.7(4115,S:r+lr'Z TRAFFLS; l'\\\‘'.4, 71,170 THE 4ESrI B 07410 54 7770 so 4RN.`s.AND 57 111074• A "\fi d j f kc o-4, ,oR 4.4._,..-7 '`s 'PHASE 28 11741141--•, SA`tlhVY3�,;(7,,,„ . w.xr '174=17RSA 3,aaE •11 P 0. ..3L`..d."C3f, II/ %' i 1 f SVAi7505N t454 45 7Y AN;tu.E am 017 777E!1174!71[ Fn7tJ � THD;Pt.akS, _ 4_ 7 (47117115(7 5S W.4/C RqNc710805774Eb7 R0Dw,4 4.1 4D u.°. SM@.10E4574477 7F77755474714744 754 77445 7741 / f 1 C1 k..,:c4, ,t;77NIAE93r4,' t xw ,` . 0 121• '4P3:'\To G 1 PHASE 24 i Ut9 ! 7 : y 1i. I .., /17144Y1114UN 1 INTERNATIONAL > f1.F k,.ri .� ... X« m -\/ TRAFFIC "h_ PFR^f ?NTXO: T37 $ fT /Qls \l''''..P`.' .1 4�� {' - 7 a.,.. ....ax x ' � . ... a,. ««..... 'at.; "' . f73KOLOSJFF BRIDGE' ra0 r � =9S, Ctikil 1277 ., li Wt/ REPLACEMENT ti„ eek ten. 1ic COST SAVINGS INITIATIVE(CSI(for the CHOKOLOSKEE BRIDGE REPLACEMENT PM333/3-+�3 @:Sd%vEb4 'Y• ..AIA Mixt 9 l f'.V T VIA,'*Yq,.R I.E.5 / / f7 P P¢AiF A¢NAiiE iCAkNiMr sr Gras kkJ 7kAF#C C NiRC L"Ev iCES 3 T. 11•01111Iin i✓z PAR T# VC£TRAFFCOTRVI.PLANS 511-FT TA FTI,TO TNT FINAL .-�3 . _ GILkf7G:iRAT70N niekoji f r.. ,r f t/ /-i i 3: ROMENiE IP1033PAR3 ASPHAt.T.EBNSTRECP SIDELVR¢if.'ME.3 i ASIA.a/ T@XR$APPffA rYALl 1 l S?VICC.""l fTTPF VI 0 i.}CHT PItA$E 3A 05W ISM #ELIRV_ f Ck'YST. i KAM:,Omit -Ni stoW { g I tBr.4 Eil 1..;:1, I 4 t P :PLACE PORTABLE CHANCEABLE AT5SA.'CA.31s PS Ala AI^/ARCTD a .._. I WARM-tie VA AS PVR TitC TWAT;CWNT'AAI MONS. 11.52 IAV SSACTS DENOTED TN 7tOE VAST PIC C�ASTACL PLANS .<. SWN TF.ATTt:TO ATACLO A INo ATSALI`4H AND TINA¢#FrT$or `a +Ilt 55511.311(NTNG WOW,1,1.0E AVIIINO OPERATION Aq STATc`51 d4 THP 1 NP# r_ A1=�CVIII SIX PLAN. 9 MATE PSNA4 STRIPING t15T?to TIIE NAGS'S OPERATION.N 4-075 5 I i it PHASE.38 „F50,s tar t#p , N0 40231 :*+„ It A. * It ro D ST T T. ':R:-.:.:::.1.••,,:.... f Y UN INTERNATIONAL C `$JON¢,l _...._ ss�:z.,,Fm l I t •`, ,.amu r..r,s„y+e ex {_Afh rrlavl �I • aa:r ;9 `!t~ tYA�D 'CJV 'f YP SF.C:�Yt?P4`.K' �,, u rAa u x ..... .'. .i - CSFff%(W OSAt l3RJl� is _ ._, Z.H. Y73- WW tnwb ,,e ¢ 6`f a¢.yEN tkzXts4 REPLACEMENT dOlMV `ma k J` 4YL b[ GYm el 4 BT saro .t. ,,, •, A • , /.. COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT'' .i. .....e ......, Peer BE COUNTY ROAD 29(('DEELAND AVE.) . , . _ — —— CieNiNr OEN et,,P,ottS —----— men i ti.3 BEGIN PROJECT tottir 45 Ro)o WORK //' STA 4.1.÷00.00' '• • ' ' ' -1. / / [ / ti if MO ' ga, ‘ 7 , ,.... 0i / 7 . . . sr m 39 40 41 43 '::: : ... . „ „. ..... , - ..... ,_ . Ft.16..4 A—1 '''',____.,.__ 559 12Z. I ) $PEED ...• , , 8 1 . — ., , L4A41T RAM U3VE•--.. ......--.. -..--- -„ LEGEND = <1,2.0.'4.,..S,.1,,,4 AN.,g TZZI-vg,I?-';',!1.:',.f.:411,14ff' 0 *,,A,,,,000 4,,,7, 4 r.o., :,,48404 1440 Er.,.,,,...vo.v.., ?,...,.0",l:ZA.4,,,,,,S4*4K 211 a ,1Z 001$..t$0 0,, [- C`._;•..1 ZS:,0..Z.4''!"''''''44 .....-.-....c...Yn.A.,1-ecAm 004,4..1'446 14. 4a,,,40,14, si,,%.,14`.„„MOlite.4,,, 0- er.',.‘34....PA.,E WE 507 --2 5 OplirA??.11?..,.0,54.0,,.ME 404414ekk,.r,54.,,,,,e. C,I,.,‘,711,14V CA;',.<66 4 l fel.W' .t.t,, i '1 i 4 :10: 4. ij' IAI .412 0' ',,,.. r.4.....,,,,,..,..t,m, 7714Frlf. t.'"DATRDL.P1.41y3:PHASE, L4 tt.,wt., 417171,5B7 '' C'M ''''''tr''''''''''''''' ef:i6167:eivicEE R.Rtoi;i: fi.e..,,Z..44.1:,,,Ves Set S,, ) 041.840444°-44Of t 62015 —par,Ter WAX**WW1,,, ", REPLAt.WAIEAT ,, o,, "} I R .'„ COST SAVINGS INITIATIVE(COI)for the CHOKOLOSKEE RR(RGE REPLACEMENT N. COUNtY ROAD 29(COPELAND AVE,) FROt r^°R%A 11YY Jr Pp t SU-CE f V£aww ... - p-3TRP4P EGGS 6LMIVCI 2fE ) TTRUCT47E CLAS S6R G€ —€RRaN r�tcNrnA A-''''''''''''' x'd f AS PP.T'''''''''1.1"-:9'35 } : a 3 s ' 1 ,. a ..w.....„,_ .._ ---r-• ..� is .. - rte\� _ ,:,..ter, .,�.y w R.1 . -lszt f„ KS5 ti 4.f$- HfihNb fZ NCS'.^�kW,`$A - - 3�'” 5t i .. G AKNF il- F 't.3 Y d i ' q S!f AT, £3 SO£fH^?A3 '1.+7 . ... _...........__._. ....._.._.£L3_...g...."S * _ _1 - ; R...4 SVI r .. 0!ff'C''KIL.3 b. A6.:i.1f 1 qg i dN1f..4 µ , f '"geAG//GAAEbCAP 1...,.VGA5I y,/11110 1 j •tEGE71D o z u +.4.1. P/RecrA' OF ik..f., Y'krT-k,t.£ J4,TTf� No,9t++ [ 9 wow saa-ax.> r art.04 gyj •' Pd Td(¢f 5 f 1 IV'AkT. PfhY..',..1%0.•, i E3 1 a 1 '. ,. m„or >,ra.€Kfsxe xY: . rw M>:a as..a�lr:we� Y" ,F#R ttzf 3 'gyp EEL/ltt; razr,..Ill r>r +e0 t•R' 5,•.:V i� �- � .PASS AUS Vx 1 • ,S,SY H_). :rz,.:A q, % { ;+'$ x S "' �. ASS �+ :„✓` f7I UN INiERNRF)�Nf a • • t'IMPI'7C (YAC'77(01 PLANS PH E IA"' `,, ` a w:x:r!xcxw �,.` T -t-..-- ++ av P .Ets a .�� REP!4.Cf E I' , \ 'x,69„. ,4 • CI 4344 1 LO ,.. • so COST SAVINGS INITIATIVE(CS!)for the CHOKOLOSKEE BRIDGE REPLACEMENT'S CR 41••••P 1114111\ COANNEUMG Ia IV AS / 1 `DavICKGVNTE5TS K. iersiAimon w...., 1 t. •4114.:.• LIMIT BRIDGE 40 ,#? PEPARED IIIII*11111, 3 5 „,,,,,_, ....,........,-- , SSTOK ..,,, ,/r,„„ 7 •Mli., ",IITATI." • 1 I ‘. \N. , ----4 I ..0 . •.0, 200 --r- 50, MO' $00. Saa B40, i TK, Od i , I .• 41 4JC lj 0 0 IT 0 ;3, T., 1 54 ;-'1s,.. 52 55 ir I..? 1:1„..7..;' -41,.. 5 ,,,,, . .4 ..,06 , , i 1 T, i ENO SPEED \ \ / ROAD LIMIT P. COUNTY ROAD 29(COPELAND AVE.) \Qple.v.... / END PROJECT Air AR STA. 514-9.1.24 WORK, r...,.,t,E / ...._............ , _____ ........ \• Lt.g.t.f2. cr.,. C005-K<0.5•0:00 In /L.KAssMAr‘BAIALLT 0.0•11-0:TALL Ore,SI • I :MK i•100:',I,4 or TKA,I.i D w 004 2TsE SIL, '7,,, ,/.';',L.f,'‘gf,r7,5,.''''''''''''' ....T. STIP, .,,,sieJor T;TI„''af,..%1°..E, . . . a..•h 0:t•5E IR AS'S VAS*:nv's 04140 DA All .00.14f a ,•:•••..i.,Si!:. .• • EM 1:001540•St• ..I,I rTTAI.VSK I'I,AA...,T.ASLK frA/SABLII If 4111.414%, •C''E"4'.4,: *** IT i No AS237 Z 2 1 % • . ;;'i.r'o"''':4'.,I,.. LI: '..',...:-.•:•,--r:Az,'. Z*: * :•C t” •••• — • „:"—OAlf 'TY LIN INTERNATIONAL N",....,,,,, .0...••••.0:r,00, \ m4''"''Ar6"r' i: ek'''' \/TRAFFIC aNiaR01. PLAJVS PRASE. ,....q...... .LKKA MIT .t, c` ---"L',':',`0.*:--?:;(--'----" C710XOLC6KEE IIRID6E es . ,..,...,..,,,.1....., .........- , ,...___ .,\P :,.1V-97. 4,..1,15t5111 ......,‘. H016.7ms. ....., '' ' k z.,1,11.-.11:,,, ,,, R1 /EW i I 1 1,,,,,.... P" COST SAVINGS INITIATIVE(MD for the CHOKOLOSKLE BRIDGE REPLACEMEN r''', \Pt Vt. 11\ 0 t0 .00 PPPt e-- . COUNTY ROAD 29(COPELAND AVE.) R. ,- - _ — __ .-„—— -- E SPEED ,,•10 BEGIN PROJECT LIMIT STA. 41+00.00\ 45 ROAD. WORK \ l •,3 .-::/ •T •1,i,,,, 4 4.-m4 r--,1 , . .•• . 4 G34a, CnAMVE:121Ti 14C-acrices , . „/.. ..' , - - - - : . f-,...4. . .• .14.,.....*". m 53'IP 4P 0, ••••••11. • '''''' '''l .-1 .• TA B.0 41 42 43 4 es.Dp,P t.rc,nr---/ 4 -44 .„•-• 7,5 i _ r'', 3 t3 it, 3sop sop 1100 ti i ..,,. i .70, I trot lir'P t"?Pe'PP Pr ig IWir 2,7, \ 1 / —• 5 sp,E0 ROAD DE LI Mil :.^....r.,..*,..,p....... ,,,,.4 oli1061.0 ---\ *OW wAgt. +40 \ _ ----, _ _...„....... = L,..x.,p ....41, ,,,Put PP.,. ...... T,V;:=:.;-.j:-''','.4,V4 SiT,T..17: "" 3 RNA zo.e..024 1 NE-3 03 St30.401..,S PPP SPPI:AP fr+C,3333 IA 41. g:,,":',..,"!,:,;.'”',..:`';';','",.,.27.71...,1,1,0,040 PPRP L\.1\11 U;f:" 1,:11`100'.<'.,' ,..P,'R.',A,,,,,PPp P.P...P 0/343nR3n. 02 N'.1.,,,3333,f'.3.,(3.t34.1 0" 0,133,E Pm....1,£.4G.i.,,,,,tiMLE,ml,i1-Au NV.' 7.. : 1..,„,„,...I TAIOE .•it,g 1.. R, E t/...z...z...... \ .1 — ,.T ""'.....L'',...?......•, ,t+ ''.f TY LIN INTERNATIONAL -..,' ."------ "3.:Z2t.'-7-`0,4',...*:" ,^4.:0,,,,,,,,fflo ro....,••••..t, ,,,,,,,,,,,,,,,,...........,,,,,- ,,- . , , ..«,':•Z:ZW'..:::' -N 'TR/IFFIC CONTROL PLANS PIL4SE IB NA Pp,.reo PePt 40..PPP..r.,-.-,,,p, ::::t.:,.+7=:.".33,5P, '',„.„.--."7",--Cr...:` ,..-p .- tTp,.',44';'''' ' (1-10.KOLOSICEE liRtlj ': ...,„..,...., ,,,m,..., dE Illall - , \,....-. '. -!-- ,,,, * ft.t, . ,,t,.',. i' tiAR 1 6 2 .,615 , ,.,...... c.,-.............— *'" RE'PLACEMEN'T' _111111.111., 4 I C la 1 f COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE B DGE REPLACEMENT COUNTY ROAD 29 (COPELAND AVE.) ° '® 1 Feat ` /....RAI 204 P A5t CVROR '. iAREfy 4 ..6.6E TEMP,rtmr ATM PP. FL$VCtGCrSOS ST..M ,AD S{8 r %'TAfi YC d 4 P' Ci r `. J 4 F Ri _, .. £' : Y / 'ems` $ '> k r t-k Fr.e ry - 8 a 137 "- 4 p ..r, 11,... a �f ;n'.�"tt"."".� � ,�:F ,f—,,, g• ... 12 15 �........_,.,._._..6-- *,m'i -..� ,trig '' '7.33 y w T., '• -" r 1' ( N.A, a, us \, VE y i Rt .a,P 4 $10 CR NNAL,r.;„44,4,16.1.1. 7 ?I ass ` 'P evr 5,$'td,//I GPO C ,:- e+n dd. y t ss Pr i a. > £4 V VAax[..a,h r.i h r a .5f( oT.P = 1;44s r�3 1- , 1,aI 8.R<m.&T£ V Sr K c.,xi,N.+''i L w ',a,..4,$-::4' - t 3 P.K 6 ' 5 &Ak tl N+,3.&i..Sx br gr,46,';',''.6,a o sr - tt4 E fit d:9f 3s at# 3 3'L"8r&Y AY$fi,8�'3i Fi 36 2.3t�'B \—*'W�&• p ffkM .`.1?-':„!iwE°J'k ta 5q'.._6 -.-- f LE6END s ,aas,.r, .'i RE._'if#RPEA*Ace4,,,,(3 �► acc(d.�lN 64.16 06 �•• :n.Tr<gi'£l rria}:.V Cr,,,,o i 9 •':fet EGMC SFS%.... ® . E et: i MARMAR*IAA XlxV[. sor If 31YtVf PfPBN Y M/AO'PE ASP, X fi..?"A PtF i AVEI DF G.AR'A?A Vii s1�4{J{,s�.f. j & ,,,,,,,,,,.k.0,$4.4..,..fNe i473T • ZtlYldjd..ffrne s stale 9F ,...-,,,,,,,,t,,,,,, �Th,tY171'CONTROL/LAr 5 PHASE J$'1 . ✓ F "P'T°V UN)BPTEANATIONAL >r....-h., ,,,, •4,..„,,t+. `� _ y «.T90M yrt, cam, ,r } #M',umW1as,,,,,,,, ,. s'Ft ''' y1 .C:ortluP *LVY ku �r�4Q]0Ril� } BRItXils REPLA AI E.i/ VT 72 1 1 i i a 1 i Y 1 ( � " 9 1 . CI 11c I' COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT\ \'''lBOA lI+t ` A R0 11111111\tl wiiemaimi feet .043 0 t ''''''.0 = 35 1*: lr lYtlpS.b S ll gpt aria W a ¢ ?TJ . , sst 6. t_'—rte ice► d w� $3 Ssl _ 55 «.` • u 3N]NHiLt76 S � j j n I a DK CEMT • IN 1r EAS 5 ` \ / ` g-,. .r L{.000.0 J �rh r ENO ('a ROAR IVCSK, 1 END PROJECT tlhfiT 45 COUNTY ROAD 29(COPELAND Av€.AVE..)t A .STRI I 2...., .,.ohE —.— — tE5ENC3 ease ax/J4.1:, —+ II II. .roIFrrz ".n. wtuuJx c C, ux.nzvux krL10iO3 wr€;. 41 JA )s fFu) iE..tV,i.r. I NT 1-K 6064660 IST 'SAM RS lI i"f,150 to tY.. s ., f .,v_, t $£ axs s ' i I ' 1 -t x vi,MC,AR„4, ,.n . �.r<M 00,060£0./000:0000:0 ( 3Ii it- fG k 'r tint / {'[. pig' ATE Of I+, r ::: --; ..... 1"TY LIN INTERNATIONAL '�-r,„.„,„„,�. , .� aA "TR;AFFIC L.-.V. ,TROL PLANS.PHA.SE iii” ' t ... F() 3 % F i :^r4M. 5, .r� r W b�Nv :M>�..,y. jj55++ . e .i. 'eN tN..,1.4 Y?ln w 4�Lsur". 1a < w..Wx- � 0 �� N r Eli ww>rar. 2Sd1.,_.�� ,w;. a.e�e SMr p W e. r N, REPLAE L'MP K7" j i 1 C ... COST SAVINGS INITIATIVE(CSI)tor Be CHOKOLOMEE BRIDGE REPLACEMENT'N 0 le /4•••••tte dati.f. COUNTY ROAD 29(COPELAND AVE.) ,eet . , —.. .,, „.....,...._. — ——— —_ — SPEED LILT A 4',COYO,-:\ 45 ,E BEGIN PROJECT VEV/EED STA, 41+00.00 \ ,, f SIJAV F.-, 4-- ,504. . 54, F..E,HYYNNELIZING i:.' -, ., • 7 •.,••47-f a g \ ,... II I El) ..- A,.,.,,..4"4. .1.,.Lit it, /44 sm 3g 46 at 42 43 .vc.,,,,E YELL:.,a ... .. • t 4, • 't.,at'', ,„Ei.,„_.,4 r : • .,..... ,Yas .•• .• -s\ 4 4\ ' N f`N, ''-, - . , -,Z,...\ • , .4,44k. . •< i : \ t AHEA15 . . • LIMIT 0 . .!!!!n!!!!',,?!!..., wcArt ItZgoi 4•44•Z 1 WilIZEE -"VZ iatte- i MI,.E Z4X.11 ' 35 I the,wnh LEGEND 3=t- alas, I.El)1: aag. 1.1(.11t NOV V1 0 0,4i,fPC ........ ::::"*Trg-YZP'.,;;IL T=t:PlIt'''''VC Al , D OMR:,IttetE tEtat • 4 :','ait'IY:C:Zt4ff at: 001,4tttttItt, 40* t,N.tit01,.'4, ........_..... . -..,--A-.-L-rHAtte 11.6404a/,AIR:at,AY,,,IY,titLYIYAYY it:.ify„..,..,.,4 \. 'ZI ''''''''''' . rge_2.- - rER,44414RY.0YEE5IENKI• rt. 1041,11:2 l'YY44-4tfaatttE,,141,,.1.o .5,i S.,,ti,Yi-tt ': ty,,,A 031 ......7. .7. • .- IT*i •. ,:.' ' .',;lf','''.:',.--'ilt0.11 'VS:1.,x.7 AI.X.,VNY Z.,J . 4., . ,i ST Al, °F.. •.. i ' TY,LIN INTERNATIONAL " •%`4V 4C CaNTROL PLANSPHASE Ies :-.:.'sr.:!..'..7 '11131' '.,.., '. -,.......,i'IZi'''''''' elf0AOLOSKEE BRIDGE ....‘....--,..-- ».......4....t.den, ''' ''''''''''''' ,114P 1 6 2615 ,,,,,.. — 44,“,.4,46,6.,,,,,,6.4/...„ RiPLAMMENT WM ( LAS SAVINGS 17111 IAIVE{USN for the LMUKULUSKtt 11NIUAE Nkl,LAULIV.11I COUNTY ROAD 24(COPELANY1 AVF.) P 4.,„ ITA' Fxet ,51- 19 jlt :f b6 t X .re...,3:145)1 It 4 5T*O%C 57555 - - j«S` 5SNL3a 15.041 1s,/ A F: T 11' A AA TA POS £1.YAW 1 a,1510 41—\ CMANAE f21N4 rµl6VICCB . CA45*1 ;h['G 1I—5 h 5.`CEtt'£RS „,_77.,r,755,1,1,SEA.'1515::.1y5T ff 5P F _R,. t �F i M"Al [t N 1 `. � �"",RE A9 APx � Y"CksiH C'rfS1F04 gv. wxt,rt— (5.05 Cb5ki44� 1 I1P ,7 5.•1.5.1E i .. ___. b�1111 .� y 46 aA. 4,26€7".a. ,r Arigir - or �,- < $ , x '4.4 / 377 sl R'a / . .... _ . _ / _ ,a-51115 :z tT ' H r art : t 1, T.-i' 'rt1 --i..;',".,1,-,2t-'-- wssu ' «Y t 1 L -_ 156E'd6—.:15 f I 0P 5,,,,„ F f i 01,AM.,ME'ah K - ;T£YR.COME MARIOR *0 Pt45f tlj —TF4R 314.144M 1[ :JRSp 5F :Txa,sTil.Et. R)!+ :a cFc ,S-,,,.5'5;511 R 3Ltt_On.,S,51 Vli9t:: __.._._.................... . ,...„...,. ._,.......... ... —....._.......It kEGEM. cr lAS S C5571555 3' p1.574I5 P 55511,: • £ilV '11:5*10Y,1Y+4'L'"'' /� :41'55'1=E SFERPe'2tITh A1TiM1 V p .. rL f:5.VA 1' 1.1".'1U: i V' 1 itlllnfal 'vc .1.4.v.:asn , . . ,..4..{..c.1?"-.II. V i" .14,2...44, • A%5'4,4,,247N.'4.,, q'...55551x+ d* + -'?' _ ,ip ,Cc84 ,p' I IEu*4.Y1 Y I ..i<Ri. < Y..i.555:5571.2[ Sills -5-kU 3321 .vhF r 7r'} M, V �... �FdTE C]F r , - "\/TY LIN INTERNATIONAL \e-',,,;,,....,,.\---;,,,,.. i' 3`Y a'� i,,,,.,_,_64;75755,7,5*''< ,..+ N r 1. s,ii A. +baa ...... ' 7 �.-w.. ."ECHO Ol acKEt l/RID(,'T•-A.5'1t`Jf.' a � aan a»3 x av� 7"S{AIE�f L.YRi'TR1?l PLA A's PHASE 1 1514 z_ w=«. .1 a,. .., Cm WAWA 0,4,1 t REWl d rtFNE\T / "'15 1 1 c ........._..............___„...„—„----- — COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT r 1.100 \ : .•• • I 0 1 0 ..4 .• Feet —SPEED 010....In . • -------'----'-- Ott,G. LIMIT ........,,, ,,,,,,%10 . ME. s 'I MILE COUNTY ROAD 29(COPELAND AVE.) .• • • _____...1 t.,,,K.—e-2°4-1;*---.."----H . . • 4' 4 4 fe 1 i ., • , la 04 ".'12 4„ " - ,.1 .... ....,............... ;-r f•-. . 53 .. ... ... ..,. . ... " i._,._. .2,,,4! - t, ee \ I f I \ s 4„,.. ;etr F.t<Tett V II / OW/ . Ii , ',RDA° VORK1 4 5 t END PROJECT 11105 --:57A73T-4:9T1 ,24- -- —— 1 -----— 1 ---------—,_., _ ,-----_ LEGEND rem rettu cuTwo .0010 510000200 00 00,..,,010 ."..".. T47.47.1r,'421,crALf Zttrilvt“'''"'t St.so'.'.t..,.. 4 ,1417,t114,',;:f,Itilt,, ..$p 500k 0.000 ,,,alit11.1111,4, ''1754-14F4''''''sOS " - • ro4nie aF0.4 4,:ti/r/k^,..P0003 SOARS SO •..•t,5...,-,.....,44,I,w , p .: pow;kale 0,1060.04.0 rvAittAlE).,,t. 11.,...-14, ;:: i #4,4g2 3 ,,,..*srt540,6.01 5.4A0.1Eti.F., 41,..4... t...0 • ZIVIV.,"g1:,!:1,7,,.,,,.,,..,0., sTAT r• /. ' " N' rr Y LIN INTERNATIONAL ',—.,.... ----7-4, ,d44,,...1.... ,,,,,,,,. TI X cavrRoz..,PLANS 47-/A..9f.:JC J.°M; :S..,S,PkItt, jL,co.,:''''''Nfo;.1,%At=,,- < Ehbieilliisiiiiii126.4* -------- t`.ij Xl..«.,.,...1100 .:1;r:::= 0;210 .."":"....e.0-'-'ro0.4....... Lt",...124'011.05,0 REPLACEMENT • 1 1 C COUNTY ROAD 29(COPELAND AVE..) Na a a m • a it ow Feet EE 45 15'3 351 4 ;4a• S4`, PrPt f OP Y[t'6AMitCfPPS sa c'per o 4 4 panVF,b Q .s; I 41 . ea : 44444 ��yy ��''yy ryry rr'' YY 333 .. co, , v I D<e SEs9' 36G 1 '; �s,t 0;. 2 I ;- �t- Nk • ,,,,r4. . 9 8iPi W); .. . M4 OW 35 POW \,'4,,,,,,,...,:\,,,, tEGENA sessx ct+_s,!rav ...ill. H1.P Vx.F ftf f.[ rwwwM rf �AWO C0,164,2°}`Mgt WAIF Ttit'S tf 4kYref ifPf C STEdOP sena tt,.0) csi4 tiilfll P! *rns,- c;e<ex 4 1:r 4,14,�r.a a.rt..... ''$ £M �, .i P e£M 3 ANL. ...4 PkPiP r 4 ..4P iJS$ ;Asasv. -.1 ' aes,reii ., y' Na a333F. -,yam; 1 PFP,P. .YEa£H2i :r- ✓CMi:,3[d L $d:.4 f-PP.RS<£1 MTSti4'?Sit l-It, IO2pTE OF ...`4,r.7 avxt £ y SS P:; ` .` t r,-., N Cr Y.LIN INTERNATIONAL `'P � s �rw.�-...�.....w.—G- �., x.. 7R.4R!/! CONTROL MANS PHASE,31� Ea # irc��,yFw ,rte uc o,e.waR ,xt Sk Rte' «o-.�d,».. v a.xa c r , eery r, , '''&joi0.1,aAFF OZ4Yi`F WI ..:: � zaxaw�n .. ,`Ew, a� w_qz / 7_G2G5 / ' xa1¼. REPLACEMENT ' IC r COST SAVINGS INITIATIVE(CSI)for the CNONOLOSKEE1351001.katAGEMEN I I . , 1 1 • 1 .0 PO 40 . iiiiirMQ!!9 Feet Ass,00 „,„.„ -- -----„ —„.....--.......,_ ----— ---......,44 COWV TY ROAD 29(COPELAND AVE.) .•• . i / b11.11,41.A0 \ ,4.444,am; CHAN41--ta64 i. DEVICES. 73 C.020 La&VIT,£1503A4.1 ,,, ff A6:RP:a-....., 11 ., . i4._,...., '"'V::.,,,,.. : a 10.:1021..A.1, • I < to 00 CENTERS / t , ,I.,',•,2,1,5....„\ 1,. . , : ., I r..€,,,,„ ..,.• 1. ,,,- --....... ........ , x,..5. , .. ... tielLellttr_r->c,....-5('V>,...'Y -41-,•414,* NA <' "'Ilk 4 4 '' 4.4.4 4 4 4$. 4 440 44104.44444r A. 107V--1004.41 ...., \ ---”..,- ,,.,,,,,>" /- 4,x..4,I1+ 414R-1,4* , ' s., i r e.41,4,10,1144011". 4,10•S .10''"111.. .,, • 4, 1.0.4 0 4 A10404.0,46+41.0.*.40 x ---`-= .. ' „ -,, .,.......yo...T,.,,:, 7X- 1 I t,,,. ,:..„.. ,40... - 4 I,' • • , , ,,,,- 2, iir .0, A. A A. A.A.A 41 . ' . i\ / \ , . \ -on,.,rra /0..9PIV; \ 0 00111 Da. t 4,4 4r''...,.4a. -' S. . 61044?"t1. \_B5cm 10012 0' \- : A 0,1,,t 0440131 1,1513.' 011 31,7422 114f kr ViitII ,- 130451311%24043. -.5f4/4 751,30511.SMEIT 3055e.*ALL STA 0.2 NX1 0,1 ACV 00 .101 — --- a i — .. ---,-„, ..- —__. -- --.........„„„„„„- ...... _._..__ ,-.. ----„ , LEGEM3 cz. 1..1400 445,i4,4 .4,1,,,3 g.,,,, ."." . ZZIVE n17.7:1:=V''.,;X I.0111 OS *yZV .h= ,U17,,,,,,rv. . ...,onot.,,, . . 0,Aii.'i,11,...1",,,.“,,,..e4,i,!NJ a.;',,,,,; "'".,''..c,Ace, li- 120 0,W%,'.-,'4.40E0E:1,,,,..!,W.,:t 4.E4S44E 414.1 k, 45,23z ^ .' = ! : ....... „ vor.<n,,..;,„,::::, r „ :...„: * rat,r 4,4,Du.414,4,.1:..alt 2.4',I ' ''.5:: fltlko...., 00-„t oF '+,- \-''`TY UN INTERNATIONAL '' ,,,,,...,----- ' '''..L, .6'::PTe`; = 44...”) ZZA.,%';' " N CTRA FRt. C V.NTROL. PLANS PHASE 2..f.` .'2"t"...'. 1 ' . . :,,,,5,0 x.a.....,........,,, CHOKOL.UWEX;EE BEI,"-*.7,'[.= Ale.v.atue,ARO 101 ' 1 6 Z015 004£4f 44‘,4€.44466,.,,\.... REPLACILITE.NT4°78 ...,",.. . 1 j - - COST SAVINGS INITIATIVE(CSI)fur the CHOKOLOSKEE BRIDGE EPLACEMENT�` 1 COUNTY ROAD 29(COPELA,NO AVE.) lii^*�"n, Feet A/A45t t...lir,t`irs+„lR alta as /.CYA•,IV P OSM:?.W. S / C VG,2,k£,1F FAI':N,.KR a,STA fa,9rI AT JJ/ `, / ,S / 'AZ4 BFnre [ 1 fdF N3 ,..St *A.HAt CAA/WSW kt/I VTE'CSS F Z 4f3 R ._.i c 3 3134t1739 f, 13{E4 m 0138 Ci51 A& / C ABC AT,ousI },A8 CSMF€aA =r. .- p�j� ,/yrs 44 � "'� •z W-AtefAtiejar. /el:.‘7.‘dr4frAfATIM4,07 Anifist.V.:***:40,"'' '*Pt,'. 44414,0'.3 y?. 7 X J, I., � ; [k `t xtriaa ,rc,r i 4 ,i!' f` .fy� r f l f,s t S CN K 1t 15 l i i j eJ /`!.I, t Ye'�}l r `F r�41. f Jl i P M Si J I = \,p�� `9¢ T,,,,,,II 5 R t t tPr tr RIYr JAI,;A Kf yN f Sq arra int�azl_ R-' s; If 1 9 ee r� m pie e r. IJ_ to?,,,,C k-P,14-1j.:-Wer _ dR i�� L Sri 1, F S4-1j-.WC g t$.3F ,yP R 4 a r3GzA,`t W a'h S,Ib,2.V I'KP 3445,`I..J._.. ' ST SI.A+n LEGEND CRA$A CY5e,15314. —P. c.U k. ra V'vC.si1;ni I131I1 a"t. :"Rr VI ,. 1 N A"A _ 3 , z 4.�f F%P •r f A b �., A'. Os"....-",.AssI 0 ur , a,a3:x C"Vnl A/VA 3 4014,.,5,01 S,u F S r, S E s� ,CA ` x ;,k .e., 237 ',- Tart O/. u• f't Y LIN SN1'RNAYIONAL r _ ,✓l.<,.:xae-asereIrr,at..a<. J♦ v ... . �t, 3 - y.v...r _.� l - ,t" ' ,-,.....r.„ (TRAFFIC(VATTED) MANS PHASE 34" arc.3 ,�-.e " (5.1e'Cts axiom. wee. .m„ fltikJl f1511J /XI1X .*;:4- .)=.!.,'.9';f*„aSi+e� r..ca .re/, RPI3L Fif"T J jIG COST SAVINGS INITIATIVE(CSI)for.CHOKOLOSKEE BRIDGE REPLACEMENT t 4411111\\'' i. COUNTY ROAD 29(COPELAIVD AVE.) a xi au .., ._ _. FfFt 00, LOBOt $PEED "« me,vome ,� RK.. 35atEND..PROJ€CT_ rSTR.51+9t.Z •-v2t1ss aAa � t �f �`'.", ♦ w 1 as... ''f a ' ytw nwu,, -lea i snn 4g N FER +sK:-�� s a� dt .... �.....«m_Y.�„. .... i j /F , _ -' 1.g,—su 1 Y`n / ,tI (St Jdn 5 1 Eefi'PA RENT'...1 TTt ..— SPEED LMrf } .AJ 45 • , LE.E ND sNr s t.a 1 —1. Vtl.4F r4N TI T?aff:C ^ 'A H Tf Ef y"TeVFf BNANft:wI)ct riran R) E') ROA Z 5,6. -41. _. tit fttf ttf 1/t t =r rx r -...,> r rFt rt >+ a'< to t•Pv,Vp «. x> h q.tC@'rfid(. ifNr^ Wt .....teed" * aVAAE+a ra%L4 L s1R £7 N i4 srSer Ny, S % i rt ' f t. Y •k * 1A,. ski, k L�(7)11;71. Srq r a ' �,.' -v'T v:LIN7NTERNAT3ONAL ' N Tr,-°.-=,u P a 04 N./TRAFFIC CVNTROL PLANS PHASE 24' W,aa r c (7fC3KGl.A5K8B BRIDGE 'z1.5, �<B 0✓k RBAL 4 �BT,ted ...EK .4 V .1 4 i i-,,,;„ 1 t.„,,, t COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT..N rs..' 1\\ o ft, Id Feet if,—PRA UNE —— --- ,„—....---.__....„----„-......—_..............— ....— COUNTY ROAD 29(COPFLAND AVE.) SPE BIKI 0,„ *,,,,,, .SIAIII:0,1;17,A.3.,Drf,K,ICES 45 ..' A i .. , .. . . , ,..... , 9 9 9 1- 9 9 i.,. t....„,,, . . I 0., ... SLPIUTD JAIR.11•3"...... 'ALVA Irlar BRZOB 1 NIKE 35 ,.. ... ...... ....... , __...... _ .... ........_ LeL,EPID c= :P4tIv C.RivIDA ‘ ,,C))'. AIC,DAA,Arre(1,•11t,WA",r,,,K1 . v.+ vivctiv,D/ CCC.",,I 0,0,sos.01,101//,‘,.,„ vIN., ,IPB Z'sr$.40) CC'91, VM 9 ...s.ti, ,,,,,0,1,sr. 1,RASP,.I/VI, E.7....':...A. /I-VS P AIIAIr 7,lie niNzfr:!Lv'''''''''''' • • • • •tRie fl,b1.4 Ali n S?,,,,.....P:e 7.S.',AADA/a,1 r ,c,10,.£Avg:MAAR,.I/AAIARI,PI APAAABP VAN'A'* '10"49237 % S. 149)) II'C),)1595t , 7,.:;:. ,,,A.,sm.,iNtr, ., . .. ; ,.. •:, , 2:.*T. f-NA. ,....1:, . ....,.>.,. ...,rCC ICR T V LIN INTERNATIONAL '' 7.147',1$14?"--Zv "frit4.11'ff"CVAITROI P1 AW PH 214/2C'H Mill 4..:3••,,.5'....f, 5514 ))4B' ... -,. 'Q^,.•:-'t.”•13:•• ,r,gf ..Z. '11CC CHDA-010.CICER PIPTDGP IS .. ._ :•::::::••••••••••...:,..„,,,,:,.,,U....,•`,..•1•,,,E 4.7,..aw. ,,...40.A ... _. . ..,.......1'1g70.P.A.,1 .4 !..,.. s, .... REP.L4r.E81.EArr , .......„..... ._„„...„, „ . ...„..... ... . tic • I ., COST SAVINGS INITIATIVE(CSI)for Me CHOKOLOSKEE BRIDGE REPLACEMENT Vi4t ..\ '.t4 Feet { i F ,... — '.......—— ..3)3)3)3)... _._............... COUNTY ROAD 29 COPELAND AVE,) _, 3)3)3)3) tFOS8[SteaSCEa;2Ar:F ArRIV5Es F t h... . .-...:.:7-7,7;:,y,..,... - r ;./ 1G 1-- ' % / / 1 c ✓ ,a, r % f3sx _p_ (ro. �f. A , q . T p 41, iIiirAr 44 Aer, /is/f... .. � ... ... .,,,. 7 x, lT kTfpFH _" .,. r '� I� ..., I # . f ' I 2 t: 1 t 1 I,4,M,w L KVVI t'. ," 4 b F A 4 F E awtfx ;.:4 4'P yi Y L A / ff 3)3)3)3)}1FP££A.y}St dFD 00104 CL*W_AF B 0BA J f J NY,ro 4t Yk 40 mi S Or 4.M.wr. .,tE At(NYArs RAF 3,f' RA TEA C RAO iN4 __._3)3)3)3)_ 3)_3)_3)3)., _,,,,,._"" _....._._._............ �..._.._. _ --3)3)3)3).. _.. .Ski 93):4.3. q.... LEGEND R,,. ,. « P F r s r t &. +t. ' —* ?::2 Y.sy.1;;4$+'3,'. wIWiYWY C FR*rtk 36rE At A .n,:. „in('. SCF .! 0014..4144, £fry -n.ax 0sr r a 4E VA 1kp j? �xc�Err-e;,.n. 1r, ar .. ..s CE;lI, , .30i?FI.r C ....F.ye.tt 0, .O.tt Nt.J>, C5.,Y.*C NV�}&2$Z i ,Fi •:! 1 *.000A '8111/0,13)0, , a,y;,ert,'0 0 * N. p�_+S7,ATG r. ;:;:.•G.. ''_, Pa 13,.. A.,-77,—... -' T Y.LIN INTE9NA7iONA1 _.w r+»wA, �.!3 r j S„fY ta< c,,” T'RAFFI CVAI YH P.1,-4A'S PH 213/21.` nx 00_ 00,0 ,..1:4'-i:.,". c«<. Fe ,< C74Oh1JLC KEE BRIDGE 5. ..>�.... . .A six Wu"f t RLPLAL.ENRIS,7' 82 f x SARN,,[NI IIPIIRE,l, Tor meLCUrc,>< rrnCA„Cnc.l„a,lmAC, 4 \ a, Fara jam` ..t PO' sl+9E iA to'ar COUNTY ROAD 29(COPELAND AVF.,) 3i4Wpf 4 sfkcFC 13 z ....`a. ///firiffittprear �7'" / f e T ! e�t.vx 4V/rat._• ....._. _._ . .a"'. limi Y .. a 1 Pi W s E J Fkd€'Mf4N t4 °F C.B 1 ti . f RAE1 3 SAY D PFM..X f 4 it ' i FCCRIFR C FO of (r F81tF,T FFEPF salt%Ea Y'A!i fFY�^E S2$"PEtA *40 : 5,4 F 5 t �t:.Il EAU/tap, 4-J Al i,/,-.`,A IVO 1,),.. (0I C 380 ST LJ F) £F b SNC FF 8 RaI..R *Aft tF J I+ 3 ALAI rr rOP FNR a lol tW 1 }} 1 d a,/ in-AK/0 a 7 i4 SFA�t8 bU 4F Ira dA7 (a =� - ' iNJ.;16 5 kA 1N Ni Rb5)C EF£{Un+�C }A 15 NS C( 8f aW C OWN Y.Y (n £'t i k•pAAAI{R 00))1.)".) $Et Y£bC.CNCRtTE&ABA£1Y PARrYlEY b CED M'W§ 1 Rh"0'in TtkN;(. &R1 E /so re Ph 34 4n/ET 1 LEtlEHLk c rrca art.06C. °11s R i, ,� �.,:..r )4.))...)--Saf ,. fWP;.JOr1 P.>714),Ile ♦� TRyAp3,Ryq 7 Ai- OAN EA as..'YFfef it,. J d�ix`-. 4l r2tl,.a - �,<f-!. 1rrir i .4'n 'F Aro L1[,i1 *Mt MCE.oiGN 4 ,Fri `A.AF q6' f,. 1�,y/;OKAa€4-1.46«0!.€ '. 4.0"504.0"50 ,5k, i.VI'Cine-til E d R rR \::q 1,1;t2-L:/t[x1M('nFl? "%AtZ'.,Au i. _..«1. •i 0011,44f +'Y . a',A rf£ ett�: D f.C.F.R 4+ •,a r « �i''$.4,1 s tSr� µ IXd_X.l L. A t 14 AWL,,,, Ftr ZE $ 'Fas, 3 • 'WasSTEA ei4Y L H AF P N y ',,, t » ,,c m f r IININrERh7ATJANAL ' r ,' "'�ra fr p end a"TR.,4fEleCONTROL P1 VS PH 2I1'V"' Iffil ° a :ir ....../C.. 1 fMORt)!acAF.E 11R/DC.I:' Aa v ;ilk` J \ REPLACEMENT ON ett 11c re COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT I] t A 39"Bet 4 Y \\\\ -.... .. Y. met f CW eMeE WORfF ! �„p— YUN � i15PED emerorreemeo CNH.£tfNYE aS r ARCM- BROOK ere 7 5 0 30, F til`An"� E • Wt.Y/I A 1 ,,V ft amt. CW5.ten } 5P6' MOW SM. )0 l)40'�}.._,__506 3VS .1'1 i 7 l'� jK r'KFS • b L.SnJtUi F PAP, 1 / � RttNE isr ,� ..-►.. b:cvarr .,g srafxv {crs. , ss.",...‘1",...‘10.4s 1� ',' Tan • t__ Rt' ! \y ; A raRK ^G V Src. R ,AD �!�!'�.' SPEED y1t �wac r.af a s..ea crx LIMIT COUNTY ROAD 29 (COPELAND AVE.) ra,5/04 1 E.:6 PC AT. 5 .1yY, Rfia�i,Y Whif7vCc[} WA.VAX,--.. LEGEYD £✓4 iISHIiIN ... \--—— �Y Prof;r MY y,.1 CIrtt; �� TfM FM f.-1.4.2.4YfAARi AWA:;(TYtc Ii i0T ToE@L AN StL+f f! b M f 5i-;.Y YE YAt4 d..E'. .t' -1 v a d ZOO:" ��S tY.tftsij t r mitre:::tor, „krrr sty v»sus °"'T C3 . nt i t at �� "�^ y4G k �`�q' „� a f w" _kaw.. x"aax n,451 14?l.eFaGyBz1V a 9+!: * *T. VIII'IIxi..,rf4Hb'!rt, ICIIt 041, ��. .i'. r. TATE OF tc x ml ^ N is I t-w w�k .. �, — /TY.LN INTERNATONAL1/" "''• /” g —� TRAFFIC fY4TXf7 PLANS PH 3Jt/1r .telt fr �3. ,`u azyaaf.rx... ,-,--,-.= 1 t Ms`7 6_zA3 C.,.. ,,,,,Z,4'../.:;&,,,,,,,,,,,,, REP At h7Ste r ,r I 1 ( .... I. 7 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT \A. . iiiiiKinnen1—. . FaeS ._!..'..—, ____ —--.... — ........— _.................................................-..„... — .• . : COUNTY ROAD 29 COPELAND AVE," .• SPEED v..e.x0 MRS I LIMIT Csown.quZlAta Otviat a 4 5 . Cil,EAS a ----, Au" AMY g "".. . 3" :Or/l'' /0 P r- A OrAl OrAi it VARYArte P-A ArArA I grAig,6$9,1 I r;11 2 1°1r. ' g 41 41 .'...':'OftrAltir ` ''' . Atl'ARSIVAIIIArdr- ,.. 4111121rArar/WarigiVir 40".411," AAP-Tdriligkildlare. ':". ......„ „ nr5 ,-- 0,,,t ' i , e . F t • I V 5..,P.1 a.-a a sa•.?..:..if-3,," .1 39 40 41 42 i 4-3 44 7 - A0erAeir , / r- ... ...- , '-'-"---' ' ''1 f•• ' 1'. '''''''., ' ' • ,,... \ , GAD SPEED ,F, 1 ,---roam zaro, TA:AK / 11.1M31 Kj — Da' num MORK ) vopc Ac.m _..... ..,.., klo al. . , — ..............._ ——--,,.-...........................................-.......,. -„ .._„.. LE(ENO C=3 cg.43H ........ v r.,rw',ff Ek *LA,2044 Sro; .* ri.*E 04 K.O.E [ 17 oorm r-L,15fir6 aprr,al at,A7•WA,i',,,N!.• . . E ,4..;ar,.:4i1.1,7.;MD ' • rotoN. F.A.ct,,,,ci.,:5 rtic,....,,,,,....p.m t iit 'T6 .. '''.,•'.47.‘:',Ii.z.r..!;-,';'::',...,.=,,•-.,.•,,, Y.UN INTERNATIONAL \r«......,, ' .og,---7---- -11.= ,(-TI?/4 fl-Jr€.).2.S.TROL PI...ANS PHA.NE fr,f47,...4.V`e'''' A 1.›, ' .11—Tfluit7' , C6c;...,• ....,„...x, 4185 (...HOIs(31.0,SAEE/3111tH ,,,,_. .,„\ext.,t3P.,,,4,0 ...,,,,...... ./014. , i S.--..nrit,"'"-- ....'...*..."/ REPLACEMENT ..." —. 110 I COST SAVINGS INITIATIVE(CBI)for the CHOKOLOSNEE BRIDGE RCEMENT N Feet mt W ytxa{''Rl SFA I?DOM Y[Ati 5w . _ X R51TF P J W# A 't l! r Rrr( ES w4an F3. arlrv 4 wFR N tF X _NDTE#FNF,BAYFTf$AqR}d ) dA1RR.. ?'A@0 iA,g .,t ti_t.,x, couNrr ROAD 29(COPELAT.D AVE.) 1 f 1,0 GRF I .— FY VFK qNTT £.�Z E €>, rIa,/20 LS,,, FV1, AMkTfE+ rl te moT/ .. Y _ `` ; a ' `; o8 /..',4, , .,, , :� _, mo _� _ • • 4 [t c 1 ..'� J .... f I °4.,,,r*E Nebo,--•1:.."',1": AlsI A/SSI' t� �!� mY�ii/f/ dia° '!l'// 1 serdlirir-'461FAIAIWidi,„7•74c444VertaiSTOMefiretr___,Arpr.A.Keir.,150•4940740;151,4 t2 i 't 1 y i s es i L AKF L✓A Rr•C OAARdtx y#µS!✓E.X} E'rS r pV Le3 k tP BARRfv%R 1Y +'Mf'#F45 y i�0 moe,q(,k EA OOW9 f RAI Xii rn�'X :WA, t CR6 k -TF dA af3p#, dZ.4'1'"' T W e:'Yf 3.X R hn \ ...>¢Hfl Ntt.R'JF WARd£R ea,414.k t 2YAE.s' YA M fE3 t4 RF R �} T} d fRl;C !#A}b 9s't7,z,a+: 4tL iTYi 13;'RSS b Et34TE3 A3WS 3RAAttR tP4[$. t Mb �'XARIR WA.,T•i'fA !xr€ stx.,I1LrN kRkf�E,R - effiTTO aDivpr 1ff fR'B = :..o-iapfM, ...:/,24-7.,. :idsva z Z' f. :V^pxFf'6. .K Tn!!Ni,AF40,4. , ,:..2--.':!::;;z'-,::),,,,,,-. )04-IE£. s 4,tY 3 S ) 'RA ,04 144411 ti sis.O ``• r}o 4423; '-ir 1 h , t Ru ri,g 1 a r.+ ,: fykj * r , I LIN INrERN TIONS); r '..-•'''''''.0,;..),,CF, '''''r:'"' �i ( f .R OE if Jxir 7 s v+xxat X is TR.,i. Fll,"('f LI'RLtL PLA:VS PHASE 34 E, t3,-...t, . i ,x S.A. ",.....,',.. .',..,'`*',zS> • z m GHOMOLO.SA1 LIF11IXX' >t :. .._: ..._... ::: �, •...i:s... ., ,�,-.r <ua,. \1?A �F! f Nepal M1.4.-Baer40..",4 NFFL4(7-;M1xVT .! I 4 $ S i4 t C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSNEE BRIDGE REPLACEMENT', 11111111111\a jr.kr.COVE 0 w ,..012...51..n Feet SD PEE ,. ....--------— tNet.e.00 • ..... .... .... „, 35 V 090.919=e4 OTAR,....90 , ,DID 9E4P CI*"(WM,a WORK ‘16 *411,11,00 00 S299,79-:=0.99= so vs N 3. so-623 A? ). 4 it, 44 ' ' 1 '1 \-1 ,,-.4*----..-r-i"pc. 1 aar — Ar .,. E,,q1„______.—.,-.4-1,31,-----t1W 1 i I t N11-,TA5-7- _ 54 40 Or _ A COUNTY ROAD 29(COPELAND AVE.) t eve.9,919%i'W 1 11.71:20:0,tt'''"' SPEED Se=1199.6=1 19-40091,9 I ' i3. L9,111 230.3 SIR( 4 5 ,,„,„C.., .. LEGEND - t A 99.9=,=.95=9,9f 999•49. V•=9,-9...9,=1,.., "'""". -0 7•,';':4'..00* 1 Y,It"-"`:' r°?"'''''' 0 A ee/05f .4 .8 477'..'F;',...'''.'i'S:el15-,, E....-22 2993.o eV,Z.0,9 0 ,,,,rzfzz.,,,,.... -,-.-..-.-r..,3 1,C0.esq.50..5 0eell 1999.9e.99.9.0. 00.,s01,14,1tmirs,4.4 1 MI 90. 940elee.1,4tt 00,00r/ea(.=)=fe49eE0,991E.9EST9.$4'AIA•,.,,•,,s.,', ,.N...,l'Nely 1. No 94,9 991.9.19=itee.090999 et*000*29,.=3 4*4 :*: 3. .'1 .7' Sr**, ./ -\ ' EERNATIONAL ''f.9,9.90- ' ..,(14 07-93/..if'f-3 , -;'-x: N/TRAFFIC CONTROL . PL4NS PHA5E. ,4'0 ea ,ma..49.=9,9 19A9 :- ;*fl 721F.9-=' '''''4E,„,,.,,....., .=r== 9=99,9.9'**.',9=9.99'"'""'" CHOEMOSKEE BRIDGE Cy Cl 019.10 v. , ----,,,,„, ...-' ,..lien,16? i,,,,,,,,/4N/•V,-,,v ....''''''''' 20ii ...)s.. Se099,Itodera ea..9,„,„9,, REPLACEMENT 1 1 t Y LI? d}t COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4 4 6:\ Idid Pee — COUNTY ROAF9(COPELAND AVE.) WORK MEAD 95U'Yd9 daz `' yQV�SAC zx M l-:i IV \ — a S? 54 • •._rv... LEGEND -- = CK.s50,,,S>•.0 4 = A;T f 8 STOW —i. VI I iOS C ;R-1ffxe' riffg'N:1r'fETEr�YS k £FSNw 7r;.,ip AW zADVANCE W%RNXG 6.::)441.) R L,e 5 Lt 5 # 4J'L tt,fr N',r/>S 'w srTr k P15, 0 i,t�I ASP +Ft£3€.0 VA 5�at3k....:£:".,agk:31'd ; Ftaii! �>i''``fi � cA : tGE �awd ;�r. a , s$t . ,yT, �'•PIIIA P 5501Sf, a-. r a . : Ma 492,37. ,• iS p ..';!;;;:',1:14'14.Verr i._,,,a;w•, "u, * , -N QTY UN INTERNATIONAL 1 I Y�L '�Tom, X (TVIWOL Pt/Lys PIL 3B" of r 4tk1 4SE w r n" TR3k ....,... M, .. ,-.:,..",...,—,4.;;" ffftt l AiK[! BRI P .. -.. 'as.t.a¢6 Y a. «A.,, ✓o r az x s RAPLACEMENP ✓ ee 1Q[3 a0.1111r ...a........"," .... ... I ..' . 1 , .... C r COST SAVINGS INITIATIVE(CSI)for the CNOKOLOSKEE BRIDGE REPLACEMENT...\ I ...,.. , , \ 1 0 M Giii!MSTM, FEAT ... — /,---,,,,.CM — '''' , — — —----- —— ... ..,. NEON PROJECT N 51A. I1-#6606 \ I ,,,,,, •,_ CYN51 . .• • ,:. 8 .•• ..,,• : ,., /7/ .1:1; r..212 -,••,- -/ .. . :• ' E 19 40 .0 ••,•Iz 43 44 . ?-! ....... ,- ..::. A,-R, v r-v 4 .10' 3 ry,w 93" '•" fEY;a no 1 i ' Yi 4 „,, -11. t vn.,,ti...^. 1 sm.t'..,A7,7. 1 1 i COUNTY ROAD 29(COPELAND AVE.) EY,,,,Y.Y.-{Y, 1 1 i T,""'' owt,101100,.44.,z Akan,/ SCAIF I.-FY CWAytj i 4. K's 1.4 / — 1 ....,— --....,.......,- — 11111 \ , ,0,4:144,44, Z..... .. vl...e..E4.P.. ....,,70,',. - , ., $ •*. 4-e.C*.'Y,,, 441 . ss L., ...,,./ '...1.1R-,..' '.. . . - — Jr -',C i Y LIN INTERNATIONAL .”,Ir 3...,r 44+41' ''''' Z:to,.....•1.: UTILITY.4.0.11.7.57:siEi.‘'T ",, ',......"ii 4,0,0000•000.0...0,00,,,,, dill .00'00%,r 0,0.b 1444 4 ..0''...........'... "".'- ""'Y '''''''''''''''''''' CHOKOLOSKILE BRI/X)E vil i 6 20 '..----- 1,444 rzatOw,i,,, REPLACEMEAT fin Il .•,- 1 .1. I -i .'"i p I ,.1 q , . ,,,,,,,, ...t.,*„ „- COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSK BRIDGE REPLACEMENT'IN ,-..rrof LAN,1.8.e ,.., K. . -6..a""&.;....0 BECIN t3R1DGE r END BRIDGE SEA 48+6098 i CONSE. ' i STA.46+35 98€ CONST. - —kW:OM 447 1 SEA 6+3RT , STA 148+60 95, 4 47 RE „„,„„,,„ ,14, .5,,p..% :. / if-SURVEY- - i I I -§uRver -\ 1, BEGIN APPROACH SLAB ,, / i k k / /SEA 45+97 98€ CONST. = \ I STA. 745497.95, 4 47' RT. \ 1 $ SURVEY \ „ END APPROACH SLAB 0 I ' f SEA 481799 05 iCONT EL 12 76 : r§tA.ja.8+.9g 62, 4 47"Af. \ \ / 1 SURVEY • ! ,, ' *\...„, , ,\, >1, '.,``''''-•','"::. '-`.7- :'4'`-'-' T0:\ \.:,*,-., ''' 1 I fy,:_,,,.---•.',''2`.\"%---•.--. \-', t i--.-•2, g‘•NI,:',1.,/,+;`,,,K..".'. . • •, F3 , ,<, ,, - -- .4A0,------0-- --,-,-`4. ..,.„, 1 E /. 7..-.'" ; ,._, , ^' Iiiillr :5.. ''i ' -..i.4t • • I ----...,X, a 7-71,, ,,, r.------'—. 'IN ,0 r- /7),--- ,...... ,,,,,,, \",,,...."------ ....- , --- z, . -'--—"r —,- .v.,g ir-r-r,,if 3-s7 sr,--P,,,--s,-ir sr.-'sr a*a , , ...., , =-„ ,,,,,roi t ....,„ \ ,L ,,,....,,,,,,,,, \ i f ,,,, ,,., --.,,c , t:;,,,S,F ss:St!sm. / , / 4s:s'IA ,' ''''''''' VtimmaA4N- i , \--fgZ.,.5.,,f,''''" Dtvt tto NYE't es Ato 9 AA 1 / PURE.,8"CONDO k ts tO PEPIN PO NPR' 01.5,z4110 SvR5ED r,scss,sS— / , — ; /I -- i 1 I--u.,,,,,.,,so i CO)'-'ITT ROAD 29(coPELAND AvE) 0,0,1-‘,,,,, .• s,4';:,s,,Y...1.....4y0.,?,..,„ .. ,-•.,C.Erw,...,,,I,'..., ,:::.•" / .:,''.,:py,,,, P'. 0 .1,. .-/ _ co, ...,,), r4,36 .-N, . . ,,.,,,,,,.'..UM, ,r,,.1:"2..A1.7,to..4o• t,.,,,s,,r,AtrMtrrrRkM,,,':,_:t,,(' c1,.,,,, ,=t,'YtIt,r`.,.o,,,Am,...!..4.,.7:W::1.=. ,,,..,,,,,,m.,,,,,,U,,,,,,r,,,i,,,„Lirr..4.D,R,ST.M- S>a r ''V''' ' S ' .4 ,,kttE- A- 17. 2. ClOA.CLOALE BRIXE ..MckeREPLACEAEVT ' 11c . /' COST SAVINGS INITIATIVE(CSI)for El.CHOKOLOSKEE BRIDGE REPLACEMENT f�--A�ti4.L't.{ . \\ , , h Id :d 7rtA4O t fHF i)/ x Fa@P \\_...-1—m END PROJECT ,5",. 57+91,24 I q /C _5555 .. .. '!"!d'* ° °":i<,��x r?b a. � enscs'9 Txtaes.[,t, � � fa bb, PNGNGSCB) 3 'J. V' N,[ .h� $7 sTL \5555.4N 9PJ eT ti \ i of dk( .., `�^,.f,.,..Atk3'+iuv,. \\ 55_55.._5555.._5555.. - - XM dXSiY. --^-- 1 \\ iy 19ii td FPyt tiN� 06' S.* Y.LP>k IN=ERNATIONAL A f '''' TK4. 5555 * e sex +w 1 t L 7/G/T A71U57�f!'iVJ' 1 ' a,x " �t R. € - w >o,.- .�.--- 5555.., ..5551,.„ n N.< x n,I N F xA's t.:HAKOLGiSiiEE L1RIDtrE st01.114-44. ,�,w..,r m„..„o,,, l\ nu ase w.ntw_, i\ R 7 ROl}.n / ` de 1 #'l .ah4 f 4499011..4 BAB,, COST SAVINGS INITIATIVE(CSI)far the CHOKOLOSKEE BRIDGE REPLACEMENT t Ce"9 eenNef MEA E 0 $CE4 Bee 19 4011711 OAFe14GLxY'011'T 77E7,7777.4701d IJf S AN 4,/,,,e1,401,1', 0(ITI YS /1,71 Onetkt(U4111Wit IR 22117 ft V 43'('ES 445' III JI .271, ,0710- R 444,li 4h S 1x414 re 440/A f4 Of-Rete-a-W N5/.124,e1.- 1111 !'101.4.71 ! fl 73 14 R of 7 ,18%11' P R R.. „4,4.,,,..o. ,,q..,./,- 22'_11 741 '+5 PER NESE IRP SEF 14 f Are,IZE.Sows. 25.,07/444`A PE AA 481 t4C A,RP 74 Es 57441411££ AF*5(-5442,7 4041611 4',.9714 ArreR STSG ,£a[1 FR741'(AOl ?ENGINES Si 7535.31.515135E 0279 L,,k'49,2.2N4.'S 519 4444,1,$773X 32"1 S..43"N _,4..1400.915.,.. "4 00,,., : ,451 044 .J PAn r+nfsrlreY»17 eaer34a lA 5e 4 AN 4'�ta 1.P.R.,74 $415 f.4I7 AN„S0F,$. :.'3 ,.fO .A#...9 Ih45 471.'X1'4,11,5 Ea 4`.},00,4 L d 9,784 41914,4 AY 9*Mh420$'117 041 116 1340427'1 PAM FYE.N1,4044(1S SEETIOxtl�,Aff 15,411@.S3 rat tette(f s_ rf` .Npu4,2t1',x'01_047E b' 014 411 42,11 24 _-4r.,. v4 14x..1'117 O LAG 741.5 992£4'lAYMEEN ENE R'IOVAO 07 I 11.121 t" 11 890 £ST7C'AT1R5 ML ANNIA1EM{AT*04 A.THREE 55.4 FLAT 4144* 4/444,41 . FR 10EU870ba TANNTY EYP( 41 E d 17X 1791;£5 Vat;Of ee.E04*EN ARON TM WATER AND ESEINEi0 W4TN 54 3: 4 44 5.31,747 144 eePC34.C0511111 PILES e of 414471SeawAt?Y max 9444110E1,11$51710 MAIMS€:9440€MAIIRRNS MC RLNAN7 II FFA[,*04YW4t' 9.4'1222:22,212,-a 7/777717,7E7077777 Ois ED 1777YiN"'THE 9940 47T4 THE KNAPP 1904011E€45191109 0A£ALSO PART PF 5013 IRO:€'J `,,x1U F Y E i 7f120/1245 Lr Y:..ese 44144.4 M 1£%71 F31N 8E7 TNS 4RFX/F 3reee41 AA,er .e.,3-ceeeN 41141.BE sEarNaissE 12.044447 442 0.41'R TO 14,7104A51R(5114 22.22 6:34,et A9, e,tt ,.=P444.5314/444 t+3415 0 e t 1144 r TEE 411s.. 70f1 NRR*2,££ -NosE 32722222 8 50174f 144.7/4-10,4 WA1F4 eR YASENFns 615190.111411114!fewt 890707%4 RENAME P€41011€RAJ ARO A 47,4141 5 .."L.tNANNL' 4,44.^4444. YY:ARAN(r,Rr'�;.>•. 11.,,4x4.2244.. '+X11!911,".p6 7109110.. F 744,074'500(447,e 40,,,>S1 FA_N Mf PR)EST W.at R*.4 s1RA 75450 9*NSE 3e h ns:• Fd,Bop 1 e5 tl4 7'A 11497 EAT 0111'10,4 r/Of/140.54414445 rPEA 215 0e4/074 400157SR4 SME h0E 4,.001,,,3.42' 4rvs £ v, ,l 5 NELI Al 5 ,1150 1AM*W5 AR"Ai46'EE AEW 4430114'2,.41.1 • va 3534.17' 74 E 14 S 'NE A 1,l 1417£.f h£Of 40.-1.1M41 T7 h f/ * NAT 4, 0405 RATER 75 01S4HRT4E4 144E CANA CA 3111'" .._eve-44...“Fens^.T. ?•,15.17'4.4 ,5.1...NAT t 7-_.,1114 NEST FEES@ ST02a SALES A.M31001,/UTZ R 3405 1,S A14.14ED 1..105741 tee, 0JA: RA s..,,,K 5;T 41(' 1'1 At 00005'E0 Sr 1,11114 11,tme,AND S5,400. • 7.5E44 ee8.41 6/1w,4 5 0 135 444 7000113 454 00.99144511 1)003150ET RE.6 X75.01 4,1414+4911.47H1415105043047100 02*2i�5.t NFF0ci1 XP 1 0c 0-445 7441 n 421144 B CfiII 2(911 WITH TM 11.1%$%001.02N1T9710 R.O.Olf,,E+i£+454 to W/t.g*4[g4+c, #..t• 'ET OP MO 024DA 1 1 541PIAL 1 NEM 18(055£,114 704541 RRSMFf1C TA f2,. 44111.51%0.3"0447 RS,101.,4*430 07 1105L11410ACJ 54 d'1 58 4[R L^10111 R T WI US515 t 1S 'lO 5 1511 YAS`C L�eeeeLe 42,544E 1!7'1 44201414.51t 7WA:£ F4E 13 ARs3 2,Z h4 4'SE +.#d1,EA h4 14 AFD N<O d 4,414 h4 L,SIC+E5 rr.ES 4 55:47PFTA NENEfam Nr rX151 MN NAIEGS.2NF CONtsx35475 AssiNiftEEN W wro,AA1Av S reofpr 80444,O0NRK. 'MASA.14 SRNs,. Y FNE NSA 1414441/41$f0 P11T WP 4411E elms,011-S1AB f d 3,0 ',OASIS 001441045 W l`0 et a,.E 440 30B S R.A FNA TA 1...0195X49 NNE E p,P,S1t S NEES.AU 0 N:NdN AL'0'641%1 441 ACINAR£1S cexPLETE 19'2102 5444 IX 5 WfissEN Apmeee EROSION ANO 709RFSR4 EARNERS AL5:2222,622:NO Xti Se-37P DIA,Bee5E VAN3e1301 k1,n CANON, CANS AVLeleek 7445 S CAN a4 £neeA3e 1. 70 40 Ate-AE 142 FK X1 90,4 PANT.30 T.,A3 11'4111 5 R 31114"t N9>FF PWC.SNF fna e7 A:cm 11:09,Wr'MT I.,1, aI5*1 45 4f./7.5.14,441 045,1 W1,H ' 11 Si E5137'£1 *7X 742 b YM 1144 SIInp,3 t 517741514)SON Y -AY 4`k..574,d SY-5149 51 efe5C30,e W 1,l 011,0041 ,..3,45 449,rea.:Tete 7414 ,S'94 10410141:4114.5-13 file 041£ ,v 351 - 'P2t 11RACr7R*l HF 0f S9t*0S300E ABA 9%01'5.etee EWXT£R evai Fee TNR 1.14.1 031,441 A,r.#7'eCR q GW.. B1AAT 3A€UF1{9T12M1 TEE$l Y1,1ERA'_1 TM 5SACE NASI55040R P4 0 4fN 4205 tease 1992 570WE0 SNIENAA«.£R'SS 6 S 4_44042 ATYMR IRIS SVRFACE RATER 113[£SE EASTRA7fD TXA 425€47'NENTSIED C 104444 5 04 ES AMC 0E4'£R 9LfE2£ELr 0357*ARAGENENTREACT.f£5 A3 T, 149 7EST1TRN1 Tar{P9A3E..5117744X%1;R 44tH%ON 2 eeP d Qe 40,17 s40PYAt '-:.':-;',47::::;e:1734,','7 13f,:';'" 1 t 6b:✓ f"' t 7, ! A kN Sfif4 79 iiv'.04(22*, a t:".-'413511JM T E 0,48 0 12771120£VMP8Y lege TPC REREINE4TN.S NE.,0-PR54S-42300 36 epeo9N 0N'EA,72*7 9'¶ 00 Aue.s,CR711145i150 ER E 9x.+Y.`.>»'<fX1fx r, rrRS4Nti€,1110.Aa.x$1,V.,TF3 t.SrrF3*E F,11)1',4: 547,45+10 001ST W4.A Be 0154NA5414 411E ARlAC£T RC1,144 WA.TE44 Mee,SERAp9NP741 AREAS 119 4 N'51004 ENE 157 4X(0541€,N5T£RL2 S[OCEPILED FW APERfee PP,154141 Ti0ARTWL,4I`. 741241 NB1RS W4A AA%ee 4 I'045 1111 of teee 04047 A9401111404 Et31104 EISENES. ':.NtE.'.0 15'PLL :. fA 4S 03.53 Pt TRANSA4dC,•'NATERIAL CIA It E34IAPED T51%45491 tee€Kee 015 OR 6 SeeMPA£-QY 14511314%4 NO WATER 70 TME WATENSEASS. '7 74 Lb7157%TEN 7E1E7 TME. S1-1F+ ,04104L 401,5 ,5',E Pee/2911 . L. ,5 7 5,5, 3143£.. 7057,31TT emeemes Ant Rd 0415 a1**ANN 1%0111%1744 or*4 MQC:RTeeee*ETRE 7NC 3 1,l 11YT60 te3ASPPA1t4l'S(54 INNENNr SG:On;Ar.7 Nee :,,,,,,,,.7,0..., 74E70414i WAreaesaY Ett1F51x0£TS r1£I3741T75N 91AN ESE:TORB3DITT 511*[RS Wtst APReer J4 P.4tf 67 41 01%1427 -4341 NAXrYRK 151 J : d., (E f S3Rt>L M,%A7`F F !4 : '11:1,.0'3•' `*11 ALTTSN 3 411:1£111 A45 NOUN ARE TANNISE,ANA 10 144'4111 NOS AEER ES AN1r5Niva FR NEEEEN450 41E T RNEN7 340410'ANN _EO€-. ( S 4M.ENt4T 0.,ATAAC��.AS fi£Ai.RER 81,7,5,,!):Z''',`=';:,:‘;;,,,,,,"' eAvE Ct14N TNA7'*'41151,'-£C44*(OAR,SATE*40510 d9A2F TTAT Y e 11RiVerer.SONNIES MIA RE£101.11140 1E T5147470 SE n,.tell inL F ego,/41. CA'ERL 1P J'IrffN 1/i7CWES 4,,rti0 SPA 70tl PARE A3y4 ABA72.etteee0 5Mem51,Rd wee 4 01122.CAF.v.10744100114 5 T2 AFF FV073 1 34i7T C-Ohete/T ,.AWNS IN ADd4TNW TP PREPENSE 4C NESN E10TATfee tae M_e,ALL 101441 3 i.91 0170(100117 N MARINE T n5 A f 411 4 5>X 'k••f •O ESs4AE 1HR itegt to t.V..WO ARS PAM.ARP CeerPo eVede 1NFNTSAEAWCF TO X.119'.. AA it.OMIT:STAN 7"74141 5A P1froiv:M1fi:4.SU 5 C#IA%N-t:e FMT.t S 4,004,1 x i _ 4f+A...5NA.INs 6 toNft_H x ee0 740 4S A5';YS 11420$£.'1 .ONE S.TE AEAt 3119 x1,.-44 0 .z-T4,*,, TNT WATER 1.1 45 11 411.7 AORNOR 411 727.5 PE4sE41 WN4 B55£J4CR4 eARAE A 0£C 10 AE OR 1 11iN004 TNS 444%045 ASN Rely of a l`4 ARENAS 461 00;4'4 1 S7S4 '4 R'7 4 9 TEN SOINT T445 5:re 'NN E 2,21,2:2,2222 JA 8 ES P444'tA 1045CT€1l 2A Tn€'0F S 10 10217 CTR,DTP S OW4€SS fakefl4Nix isso caste IR THE 05Rtt"F1..16:000 44 re l`N4 fetal`G.AN�m,;,._17AC X4 R.AR.P,O 004 .Aereree..,R erre Y.".s4 SF 5441£0711 OST€Sf t CUN`AAC«M IC %RTF THE41511055,53176 ACIRENE IN MKS ACSR'INEANC NI1EN TNE'F01d L.T eleete 5gIRG MO tHee,E',W.' NAOAE£W€NT N•A74 d 5 AA.$ ANE Fp PE f 'Pee tiereA4Th.R VIVA NAST A 54SfE55T42 MAOIST TNAT ES AxeteiteKee,a T'1 cxx7/7.70777777777 ARP,77777777.7,77777777.744,3.4'777.(777777%071 77 71e777 SIS 1MES R FAA{-PUT RtNpVGNONT rN£INSteAkeeNW MO CONST.eie WA E 5,,30,t2£R "MSTRIL.3y` EhT1 S E:DGR.f CA i F g1 N[ E cT 9AhHCF !A r t KL 9a Nee(AS ENP-NNE AS4M£I,SS CEINITIEN3 Es7 FRET'T1 f x74 frayF rteeeiaO Be oeirewN3 or ez3.,,,..,'OR7114 c7'THE eleC ea ( 4ART;TET. Sdit£A ARRAN WHERE RESERS42Y AEA TEE ectrAf5.13.7,3 Its SAS a3A3:ee4 A PATH a<1 9££..A ED 8Lcer THE of KC 4A CE 02E4 740 44107 I 194 fL 111 WATER;Ave1 0518 LW 04117 41101/525 S E T f r2 XAf,..„2„,11 : 'Ys. R51475N4 Cf S4XR 4R. A 5 W f eA 4O4ST C1 Ir if VR f SES 817a SF S AR1 3EP 1Fi7if f53UC FORA€eAetei0 AS.AYr IAr4ceto Ceee 01 1412011'4714£7911 5 NO3N117131!0 4a & Y 557,0 117, VL/V' x111 744r24,22 pe AND# M NI1,'04Aft+ G R /1 SISr M4N0WtT 1R z.h4A 4. >4 iHAF.4,4:44 3.07 AT:aere1.£v NUN AER'NA4t2 SrF_ Oa54240 JA£0 0,R44TRR 1044 a 117449 r,1TN Alt 5WC a,107 ENINE5N£FAtFV..N 4'44 R. 7,+44 17 4FT5,1 T r 4 4 AAS R 4'S s_<4XF 1:Q tA;s <.� . Ns,k1 S2:202,2„.22,222 Ne 4imer;4 1'44117444 TO,0*00 Cr9e R.AI 194945.54 EN Siz rR-'#47NA 45 N .1101 5..45 A ug3.11 Wt'" 0'00RAEN£Gfi%7RA4TVa1404171N124* E-G..ele 71740' I3 A4t ND:€ASR Et £ A�014114 er1.041444uF1A1iL'Ex,;+9SWT?' R^,�(e'R4DAT1NN a7':114,£R&'7•LL R3",3114 AaTOSaapy. C 0.1144££R1t Pf 11191"7'4(.,A.1k#.1%5174 W LL NCY@#117.24 401*ewe 44 WA7440 4,90117 It 5.+4,'4NF eh.re 950 reeerewetav d'MFW 71200.7717 04f 7At 330 1414 TARO,40RRSPR€ATE 45351RRE5 5,0 45 071 10715 0 Tt9S(01T+43941 44I.(5044 VIENNESE' rem eA X-T 4110 41'ANI r5W4NA. M -X M 0 S7.N.Cedee 40EA.'AR(SV'40L YeetW4 N 121 4 P ROTECT 4435 110/07-1 TERSIE1ir$421 OE*0117(041'T 4 1,73easse N.2(10 A1R.04 AS 1EASTEER,'44 NOVAE 5eAR 914,E C05#704£Tr5..15 .4'27 041 4:.771.54 V951 PP($424LTFD N1 THREE 11f 7'0 45 53, 13(0''4a54A44(5 V 114%1_PT4r1 AS 4 4(RB.30 Ana apirEsfRE4P0 ' 4T 114;0 8930",'54 NL NAT,e.;4a,x 4111134 NTv wo8 Yee AW4325Y SATIN evOole teeert,193 45172,!12325,22 7._11,1 area E9 04 i e..11500}9X03:0f05R45 MNMAf*1014411495 09 7-PAT'00 0A SNAtTE7 S733,13eNes FAR 142(14 f SSI: C0NT4AC44R Wilt 1N4240k1At1S. FARE 41 LRLM Nt.;5f S 1r 1 r1M 1R J NG77 r.,6 5 IN SVS (51 1414 ERP 007 7294 3 r24R 1 a9-4301 f r 1111E 2'111 s4a7T E 13 l$ 074 .1 ..1 M9lbjgg A 1 NMEC1ATT 7 7EE At R0 0 W 7'070 003MV 1TO 411E W1. F7 4 %417 445..EDM Geietitele N R RES'ef 451 N aeRre £ €.S 5 0 V ,`,'e 4555 nig AW 04.444,.1 MD TERNIATIS*17,7:8 4.410-1.10.1 014 44 2 0541131AB el`OM pleMBA S ALL E r205Ed SOWS ONTMN7U 114 1C eef oceteereN 149057 705 5TERA 75(414444 SAW *tee311422 ea 4*e eee rem vmeerolo 171 1ALL 4*000 3180,005'" R 9.NW£5T of 1 E 45Q 6R R AAM N]N-7'NCele 8 T Rg d CAN 4141ENT DEVICES 5 5 40151 * -: '5'21%,7; t+tth0 W N£1@95 £0 1%5.1 t f 610.017, T f .S YX £ 910 7*057 4143 FE3N30%1%4 N fA 1 �A 0 5.41711,94 9.€51'4.3YP 44711'57140!1(.7.115.'1554 .R4 SL R_,,4,..£3,4%0'42 Nd"H004,1-4'24110R4.127110,5149477,39,0.0.6I,FR,w7'7n ) T. 4111- ,,,l''''''''-e1'4571711 1: try*"' }_ - :_ 7111 117104214(1%fIChYAL '1! ' -----4*""""4.1',., 1 1 1HA R PRRVE.2*Tff)N P/.4 MN .. . :,s A(YS W,Wg0rV4 s7 x uN .A :iArf AP a Ha x3- 9i I �T e �f HLfXQ!fISKF,6RIIXF, STY, S' Ben NN REt�LA(E f&V7 elli c<_n_ ' IC WS SAVINGS 1511 IA I IVE(LSD fafthe l.NUKULUSkEL AIIUI4L HhI-AU0MtN I '.i E OW forree.t.55 nit..., AA wor 4 5,..3.3.5.5 N i A,212,51-525,10- 4:E^SY V t 51!0.\1''R 5210,0 M 4 133 TBA 400 £ 4Y E Tia''. KA pRcp REB EAL 514 KE£Y lC2ES Kist E 1 4tD 1W Y 3R i 6100 f 0 33.+1,1 PR 1115 £SAfNT 5L '. 5`412 f''''''''''''''''tk.3 Af"7 f£SP1 MIT xE'1~'015 9. N K. '1 4 F zHAYP,fi 1A3f E' 557 4315,,,,WSNIY tL 13$k P >51 Rriei k AL 3<Tk.ASH 9X .I,'t hCCA1.k �E�Y'.TA ter 5;55155'..Of WOW*OYtf 115!11.55 1.t. .. 1'5ttEte tt,a 441.1 C @NTT LANA EiT ARA A3t»rh SL�$ST.thC£5 uSdb:A tion MIAA.Yf SaR i.ID .c BFdJ Np iy 1054 Hbltf k:'.45[,10 $eYNs1 - REC055E10A.2,555 tats.. tt.5..._ 'rr„7,5L„E SCS..LaDktL'Eatfi Sf '3 f nt S'w5 If,To hriaSol .Et ,$ TFAF5417 0 ff1 W..£ P CU H i 0 R # 615 AF J.k+PF k`FD B 1000T4$e'FTCY lrtt&. 7201-121925521iAAF YS f.?.'3v EJ Nd.'Ki£Ks:nx 1•exert 44.,:1.,.x a ,,s 033.x.ro 2,15152.256 t moor [T 1 tL I R WOE 04*44114 i III 104:,...,...`4,[ kf15105f 55<..0191sT Y $09"I AVE5C AS..S2N Nb;Yt IA A C50E02,30,,E'r> ,t74510 id'Vert NAA'WO-,[5e0.65 9F 9007.1 144 14,11 01 5044,0£0£.EG`TO A L E R. R2A5 RI' R2 f E 6£fA 17!00,1 C5{,f F.L'{ F t .."5 15222,155 5(4140 k 705,41 31 t IV RJA 6 011_440 AY 5 951E 41 STOOP F P. 11 4TH ' .411 55E.4-6414(0/0 eE!{Yd0114 lR"91005 4440 N RISA If 5oA AAf dA F MYTN/K d HOURS"w PEEVOW 5S f 3f 015£324 WiE Sd'£)f1 1010[r e4fl 575'13 N'NfrlEy AYfT k d 11iti5 d,5S fl SF CAf;Ver,10'517,5 i6=V d AY • .A 3 41'4Y 013:525 *Kt drt efOtA'k4 3,,,15111' WPW ES 0 t AI ,t E d ( -T A S RSRdk DTMP STB04 A,# 5$PEN 0 F Wf[t fx.fO4;,,.n 21£5[€0,1., A&,,,it 554 IB VlvtilAE+fa P AAA f ♦ 414,R..6°'t10Rg OR STA{.4047 t„:Af Ety+EA+140 ES ST 941 f SRO 5C 155E Tfr1 wA BUSH n2 50360£T di'A411I E f E 2 0 0714II 'S a f It< P'3fd 0'54 53Sr 311 T 1?EWE. A €)A T N :41!410 AC 6€5 1 LkS c555,50 W!z I I..SNE 1611 x+105 550315,05 5 A 7 kF fF6 .ER 510447 11 s P€051 4,.K iF£1011;shi'e PLA 2'1 Klt�8C IY4 1L FG f?OW?SPLT -`-y- IN APT 'VII 2 T k U 14 1f 251 Y NA A3k€ ✓110111[00?POE!.310! 2 4 ,'S 44 MEAS :ABMT • 55204KE $2KY1LY YikPuF WO 0 !VOW efY H OESet t55331ESteh 4 £ G rICkS G 7 5S PEE.;VIE.31:1055.5,5,5455 £$5rekK 3121 A OA 5 PAE,E4300 OW CLL V BR. ,III'9 RCC II ISG t ARA S E 9A tS AfPh t .NAM 4'.5419005 RCC9 TT100 4 0{f 41115 A?VOL 5510 N N' i F. Yf 5 oflo*pro E FiC PE f5 W5 401.2 P F 0 TItlIST It K 4 f F JEte5N E Eer33V5R 5 5. 3 3 5 SAAfEL1-LW F Ct h A N NE 55431 44 0,6 9Nrif R11' f 0.THE P E.A ES f1 k A V f 121,224A015' D C[.R9. .40 5 R00 5ftCLTE312 A 551££d-0K 551 AN ENANCE AYSh Stk h` to ,AEIr b T StAAA121141£5 2512 ES35 St Fl=it k f 117 rate WJ A TRAMS Y@ Al - TSS K _ A 1,51455 Kifl SAf t 42§ A ...t fee EMU.ESSAY 5..5.3 RF Rd Y i!Vet WEE'NiA E5331,241.AAA ocEE.4_,oA.Af0 A1`-f9A+.Eu ga15AxR VW af1".HaM 5.^'0E5E,5 a f-ECtLt ftrE'rx 5E.. Wrs 1.5._5X. 8SVE: 1 efv roe1152214,122.51.211 fC20E 022.1. F E0 TO 94110 14.1574,01455. 4,215551.15.[70:51.25 Y 117720,SM.. $A#{Ai$i',w a A5r1 513+5.TOMO Cs.t7OVEhE ciC d't` t t401Nf5:0 1 S S F Nf I'''1 1 ik o. ...E.,e l.1 rrir rChr et5C i,11.t _._a .'A .a, ..,.'I 5,1.ir.. •AL WOES 0 E 944 CI42.(£U 2551.2005,} Y A IA AAla Y IMT P,?55SMrt:r130 PE01,10 r7H7 SVS'S An£AA fee of X FII.eCeS S IT A43 1 f' 3 4 504751 417€TOT CYIV7 (10110'4'110 FV 1T 02,42-52 1440 0,1142.61,1 2,11.22A ,d4SI' 4 ry .k90 _ ....P.40 G`.°7 4.11-514202,25 21.43'1041i.Al''A R eee .v CM A, G VKYy0Etl ,AGER'.,PFGAAC S 52 THE''$ r'1 utt n ...0111 Yyf OM YXSSPO'#tt K+i fi NC I B 6 S_AF 02,5,55 If TVy it7 es.T 11 G „4SPN4'tt.b1. EACH OE::f tOR.KG a5D,20 t1[LPA h11 f 5 e F 54 JE N 141 CP7 '. set 4dVAI 5 5!a£A§E 5 .6Eft KARA FR. ER 5 ,5 5,-.55e.2..+ 3!EL Wee.,CsIttile 6..AY t C5E515 55,MA A512A25.Ytt 42,5,1 21,21211.7523 .1155,117E fE.714 reA 417 E 3051.t.045cn 0....5f F br7'G R P{AAA'Puf£G4 C ASYi'a 3iC fJTf JA !'0 CoA d0, 'X- it K R[ 0 OM NA'PCM•.BA ANDoeholor . .Alt 9SF.01 55 CFF5 Vtei5 TS.0F.0401151.1 w, . / }IT ,ry R.#+..R _53[03 L£A ref2-&:',15,11.1,22.4751.5 T T Ant 915!Nd T A Slre 1<( AS H S 4 svea wO.1.524E rVE`+1.441 Pk,511143:E "AAP!5.R ea.Rb ? 5 3 5 rf.,sES 22221.110152 't 2 5 ,4 4114,0P.E.t YF.F'A'.'I030EI,1:..Xdshd:.F G' 'enc AMR6 PMf FM905I T 1 J' ?VP 5515 u4.(Not ct.. ! 11nAiFr'A' kk 445431' 1 I . 54,1119#0.05.147AREA AVD th fel 01-11,2 7A15A B y"11STO L nN 121rp..r .FIXe5u. ,r.bt - . t 'Ar"f.. 't a s''_'s5 •Af 2 '40 2 F .A 0354 EA 274400 41 e 4940 Z4f V700 tiF f 5..,V f1?' E N 3 .90(.1 115 1,5,11.152255211-220 0 22 221212.A 57+30 770 AA45 F FCA 2 A 4 615 Ak A4tti l;S 11 25,1 10 d i Tl VW P H s 7155E AVS if 17AEN 1 55 11544 4.554 04 451450?Awl4125 F!1 A rt tttt .+151Da V5 IR400 5£ 117441 0.0701 4415 5405'1 „1 TA } 3t E C 04 6PA.REf '.:.:-.:'-.:F.-:'.,',,',.:;,•-•':',, H£04111'R f .II sip I444444OATSitO 00202*42142,102,512 0157A222 1520,42,1 01A,A2 151:1 22 11111,5121.5.555,51 A pTI'S/fl"L S R 5ER-0,104 ) 10, Mk)YJ M1 R { E 5405054 M# VS 'Y 71¢01JA A 3ARSTRAT1t( V€ 104 ER$4-3-4A62,25.5- 3 f 01 6. A S 2f X AYe 4 R Y •F 0R 51 5 73105 4.1401£05 33 1' S £ !t IE t IS L Of V i B F .4911'S S,...f Wiffe 941.15@ V!1101 All_ OA-T f.0,,,,..a,r,,tr:,14,,R rt,rtrt Et DE " n £_ ,53,53...55.555f A 5.3.1 £ E F: 7EGI'PR Som..64Rd? P 1,2.21A..1.5 1 0 5 22 i 122154000. y ilk.1nv9'A,I' Tm5 Jain e e ,e cHL_.S AS Rx r4Ark 1 t t. r4: P^d 4115 45 04 5151,1 AtIAItIXA£JR,51115 f t ti E tT Et f:R 14'. 4T0Q 1155045 04 51ER.E AE35IV,STERM RAT£ & 94 t E 1131001 0145114 53 ea 81 2040 094 A 2. . 2 k 71 e,.'! .1546 C F Ad N kT 54'1 1' ea55.3.5? 4L W WF 5h h ifErE15 Ter F 015.3,5 5 sortl:VE511E0105,0454 051 01 'Cr.5A4St 5 0 T h 4, f1 r 114? F 4 Peeve'055 411 WAR 0! A! S B r T.' .AAS 5 02 t et rN t 454 L A A 1 1 4A•Ail€ H1p j 511 p.A,1 £ B tF0}T F4 Y T tf - 10b'II 7 £AAE SAf£ B .S A F - i ftfATK Y 1,YR3„�.'.T f> T L 02 f 15 eS ( 6Y 5 ( ) R1 0 Is S 9311 WYP A' i 0. AM .,411!41 ??Oso,L'59.11E 4L1GAfr[YfMB 448:'5'1"Aln55.5(e55-� .td 4`33,1.. .SL v_ ,.;•,,,,,,,t#h.dbr..45. 4 MAt14,f010T hs,TE 510 Of ett0f35 F5e5.0,W etS05,541.Vett.EE f 13,5E 0551.,.0.5,NF T 1150A,125,1 AW 401E 4,17 MLT 4.T ! kET ,5Mac HE:WOVE 5.j 0,1 511 TMS:ISIS i 45r1'0..YR,P:=R _Lc AN Oh PPCmFVII W t!.OF fee.51f O'144d5' SA''A of ;.. L i, r uta(rar€Rcanrtoaq[ r 1 e ,,,...$,,,,t III 200I � : , " • SWR WATER PREVENTION PLAY r' 12202 00+0,x' ;. 1 �P-Sti1,.. - ,ss+rcs .2 5 n [HOOK LQSEE BRIDGE :x 5.,... . 7n5S ,%;51 ,,,, r e «K »rry l ,� ea -ems .i\ ILIL445 L47 J. 11C e COST SAVINGS INITIATIVE(CSI)forthe CHOKOLOSKEE BRIDGE`'REPLACEMENT'' �:SI.W!.f.NrrS � N^1G mow. N AC Pett co,oro4 _. ....., _.___.....__...... ,Xi x...,,,m4---, mow th fOIPh I .'4 A+VRCNS L�13rE a rAB xbARKer.8A OKOT /MA.AW Stie MCCaa,a..NM sur.:w,'-. _ __ talc arra.o. 2 .. . ce I . -L �, "of.,za {9,;` Cr'rg%MO ?b.NYt 0000 AR DAA Ii ABIAK S' �f gXx�lk.c " Mohr eta,. &/V....£RS LYL.MY Sttr a,. 5obE.re yyrf. PLOW 4.,,,/,,, 41- :4 t. A Y a: 0 a E ms. r. P l 1 T Y LIN INFERNATlpM/SI:. •• F'Sn.. f $W.PA ' DEr.iA S ...,,.«.«.�,..«., ,. NI G_ar.nxc s CHOKOLOSKEE BRIDGE u' " ...�..�tti. i ,zuc` r. n.tee,: s REPLACEMENT AC:E off NT - *.u.ta• i .. 1 5kw', - COST SAVINGS INITIATIVE(CS!)for the CHOKOLOSKEE BRIDGE REPLACEMENT\ 544 • Sed.sal ffax".^ ki ,......Irt S,,,,,,,,..saga..fxs••.....7*.aaass,aa.3..st V,t 7',Ott.,..1 G,"4:4 ,,. — .." I — --,--- -----. ..51,MIs o.,,...e.r:33.a's sc,e easxstosa.3s Me 3,-txf•ad af,f elawasfrexa Gar 4.. 45....no,4C08 5o,;1 ii,NV:::53 45)55)3 55435 on sa5a04d.53,4x345453 _:•••• i Sad 1 OsIcItISII9.3a3a;IRV, 1 . .50.1.k. Sr:40, a• ,e......,:-.,, --,,,,..4 Of Corsaast,.. 11 I\ I I N, 1 01 T CH INST AZLArioNs AT D.ALkAGE STRUCTURES , 2-I , — ."••••,„ _.--•Si,1.1 I I • ---..„,_ .• t I :, -:,t •—f,V.f 5"I,57"ill ""•••••,„,.. I I ', ao 200 250 300 350 400 Sa.73555 ta,I es"; :1"HAR T 1 RFcammr.NDEr ,p,:ci,,,k- Frx srawcw F,...vila;l'''''> .e, .Z.t. i. f,e1,... %,... l'IS:." ' \- . ,,, •naa .I' eT Y UN INTERNATIONAL '-.1 c......4.7 E.P da ,P DETAILS .a.tx shr 1,C,I, ,3.7 70,75S,Is,5,0 :7;:t1:4'..A,4145.1• 5 ir i—e',....i?..28,,.,,,,-------,,,,,,,.,,,.., „„,=;t,4.-'. ,,--•-: - 7HOA 01 f BR1IN IF .,... '3 ,,, i?EP!.A CE.1.1E NT , 95 qopf,,,r0O• f yy / COST SAVINGS INITIATIVE(CSI)„,, M;.CHOKOLOSKEE BRIDGE REPLACEMENT r3itL'P3ed. -'_^'_.1, r r'- --__ _ 3 7 irFrt .4, Q. ,,RS.t£R)iti :lc_ / 4-' 4 ft., Elim f °w,..�J ;.'a&.�ctla: ,/ 'y` 3 Giii"a�- -----1.'1 #�.I . _ .. .mer--'7' f mP'.amn. Ro.�frbps 7 NE+R cw.*xr±sa a J/SFr Q_.tA fiaAs ../ PART IA_ P.',....-.. e..E+L F-TED JALE r c TCH (:;"I CV Jai. r PRO L'1I AROUND ,VtI F5 t S1MJLfik 5.'r4UC?L�_. I` �`'' A "-GOSH r r.ro r,: 5 TN N ,.EB 1L 'ri i" LE / �,.. VO':n T YPE EA,RRS TO.R PAVED PI TCHIES f" y.R .^ al C•af!L gtN'Y ' WP rvi'Ftl[r FrzST 7 A iem tr ,. pr-----,___. V IPEVAFA Ca95L<+1pF 12.'23 / t'4 5<Wt EdsJes Tl L•1 O dr.Y f Y ( » SS 'a-- P}tmf it 1.,S'cys m1 Da's*..r rc _._mM 1 A ..:f_._....._ ._.....c _. �T .5....4"...9.,"5 "t et”:FdH�alr.a.� f . r ST Sa r R Uf a^s'. 'I•,,, ('•� �. 1 }�, P:.&, let6ISy0. + l £ :Tet '---` tt PI.414 /��: PLAN},.; 131 1417-1 bzrw.e.sre 1,34.51—,o::, G.,.!.r.,:eet /f eVe._NIG F;LL CL0PL4,-,..,ioa s T-..Lo, z r. s -..... yF fiE lA tUN i »� 1. T d Trr'I i„ -� ( —7 ,.. +;i I . 347 CS ? Ytt_F 7"Fr IA'3..=�h 7S %,A.PVL`J' 01 T 1 ES r ..-_z .="Y''r...-'1111e;r Vis 1• tett_ [' S 3_ _ .4%e i't+t BALLS _F <IL t i r,[ ,;x'?€,a A3 Ryv,+2'-t 1 _..1 .t% ! i'a U .,.i f .1 3 S'Si I. L ( PLAN I p rn.. 3 P -If 3 n a rt t r 1.y,yI T t of-._ f ist.J...Fr., J}AK . c.3$14.0f °.P+arw\ I „ ^" r J a< a etA 151.,, en,,fs muf ms..svu fi t Et G. A L A 'fA ° s `� F b i t H 5 I, r£x S#h".'''''' ..,‹.....* OE N,q'P'':.�, e r ,1V ,,,,,"11,,,, s.w Jn e. .J@ 0 t t r,.,,.,h. af. i° e 5 AWA'F....74 ref Mi t,,,„4. $[ S.'..K'L_ i,,.A'J i ,i.,e fi { jy `mss F - t Y t 3 f T u.uV.3± �+t1 r V t:;e e:3 1 f „nett n I' - dense e r go.-1%.,,s-%I p<Fd i. ., ., I_ .,-Y Z V Imo,:.A 1 T Y LIN INTERNATIONAL # pt z. , cmc . .5 wppP DFJ°AI S xf `s t a :NW V ��..Kl 4III I S I I to CHi)70L4SkEE BRIDGE _.— ;,:!-...i%„:„.....,„.,.. a a Cw,4 98 .�,,,..1.01 ` 1 b°lflt9 S ;... REPLACEM err /`s, I 4„ •', , , . 1 ..... .i, ...„ COST SAVINGS INITIATIVE(CSI)for the CNOKOLOSKEE BRIDGE REPLAGEMENrS, ,,,,20'7c...,,6 rx,-, , ..,..,.- P:11'-,---, ar- ,,,,,ge a 1.4... I.&V C}.1'.11. -,.....,„\\ \\1 A.00,4,,,, ''''..,'",01%,,,I.0 0,,,m„,,I -...., ,,, ,,,,, 9„ ftw,cf 2P',' ,.. , 594099.999,9, .9.99 .49.Th,,- F 4,,,,,-IN, i,`,,,,,P,-,',^„,,,S---__ 2,-,y 5,,,,,,,4,4 ancrex Ma 30)4 59e9on 5547 1 W,11,3'X, VI CA9 ,,, , = Pet,t 33 lyi,r,$.4- 1 . '1 11-1"99,,,\ 151,04,z. I I 1 -—-I I i Or r A 1 ‘ ,.. IL_ .• i i Er, • to 1 t, 1 ', , 11 4 1 `-'...".". , , , ''FO,,,,abr,c Un Cc,,,(c-,,,Ice I' 8 ', ./ F.y.:,F 11 74 r 1' 4,9 9;941 955 th.tor,-,,,,; I ,, , I 1, 0 • 9-9 et ; li cil,,__ i' / 1 ,i VLI 2,','rr' __,,,,4_4.,..-_,*- 17 F 1,11.!ON SECTION' , ,; 444-___—___________H_H_ . _.1-_--I i 9-r. ": nr SIL I FLJVC-t. ,: - -1.1-——_ — , I r' Ei1 4-VA WIN IS i. LI 1.1 '..9 9'99.99...,, ,SIC,ION l ,,,-- ,1-->4.-- rrri Iv Si;:F FENCE ,5bven.,oler 4,,,,Ir , ,,,, ••• ----..''''''''',---, \ 41:A.' 1 1 Pt,s /N „-- \111111 ?gar ' ---,...,'--- -— _....,,, -------„, .- , cs,,,,,,,,,,,t•Ot$it1 '',. .04-ht,hh.ih hhh•hhohm thsh \\,,,,_,..,/ o ,e1 , _.-- Ph...,TN.foci AVG 10 VIE.f,,,,,,,eA ---inallni_,,, 1,,, wa..7t t r.,eto.;.,,,,..t.9t-9,., ' %,9„,,,, 99.-"'"1-1- -9,---'1A- “ - - he --- - •• '1,.464'4,.. •-..... `-`""..* , __...-- 9. „..., ) I , \ rm,. -..., ., -„1-... V \....,„,„t " ,- , ',I N r', 41' , .......,.......,•.,'''''''''/...'''' the 5999999 990099, . --- (9-..... - - - \---41"9,9 91199.99 _ ' 9 1:0 ..------09,9 W. 94,0,.4.,,,, nh.,r,,,,,,,4.^.1. 9'9y, -------Mna --1-'1.---'1 47;1/1, 11'119 SI' r FEN,:i ^,, 1' Ai 10N5 F'• .4,`..: Viriq t4172eS•IM?SP T FFN,FS ATN1,7`e's T 4r: ";1/.T FTWCFS 4 54414,44411,..Skrp4.in-,,e,,,,,n...,,e 4re,,,,-,,4-,' ,fr,.., ,,t"iorqt.dra,geode 1. I ::ePVe X,t:',",-..;,: .'',.'t'''v.771',,'''.','A'C ;:I'', 4',.'d'''''''''''''4'0'5''.." o.,,,t r,,,,,notr4t.g',,,,,?,ac,o,V the 14";...,W,,,%,, .„ , r,,,,j,,I=,--..-,-e-..,,,,,,,,-- ,,,,,,,- - -. -,,,,, ,,,, ,,,, ,,,..,,,„y. „, ,, „ort,,_ 1'_,, „.....,,,—-,,,t...,, ,,,,,,,,,p,II, ,.,...,-,,,ii,,,,,, .0. : E ... * I. ,y „ ., ....t,....rye.,,,,,, ...4 F. - „—-. - Th. T y uNINTERNATIoNAL H , IF = :4,51999.9.99.9.999,44, a W.PRP9 PETAlLS v , r Se- 56,-1.0 n-i•,...,,...l',..' -'73, .,00ke.._;',.'” 'ARIA...'''''''... C'HOICOL(ASA—HE BRIDGE I410 YPZ,.*VCI .4.49.10 9,91 999,9,YAM -4,.. , ..., ,, , .°, ,' AVIV ....1.wos/,,,, REPLACEMENT 1 1 I , 1 i 1 ' i 0:c ,i 4,\I i i I„,, . _..... t COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT II, rAsuovrzotv OF ouANT El iEs r 0 Pr YHEBY NevereS 8RAPB PAYPANS OBSCArertOri , - 70T„k ' 6, : 67 - 4., 6.4 .SNEET 01A..„, ...WK. .1,.....4 r F pork eLee 8 NAL AMIN j,i NAL PLAN I FINN- 1.III2N 1 F 1.1.:44. 1.3..t. Ft...idl.,..„MAN f!NAL NAN,.i MA& PLOP!KOVAL PLAN I YNNI4 PLAN , "0F le tm Y. INYI.keyeemeL'ffei Nei Yeel ro,v6tios t'Ll.. 40 SO r Hy ..---Yal!7Z-----iwi—iiii.n..ii.....!C../.1.10-......:11.....*).!-I1—iVE.1.4.1....1.1.1,1M1."1!.!k!!....2tt...;_ntn__...,•-gePi.,..........„. ...,311... 1!,''!.,... ' .40. • cla•• 0..1R-4 - • —, ..,' _ — —........--........-.... ...-... -.... ' - -....... .....-_-_,............. ... _. . . .................................„---.-........ - - , . -— - _________..............,...... -- — _ _ .1 ...........__....., . .,..... ........ . „ „„„, ....„ ,..... „. ... _... ., . ......„....„„ , „„, .. ....... . ....... .......... ...._... .._...... .. . ..I __ . __. ......._. .„.....__..... ...__ __ ._. _ ____ ..._.......... , ._._...„.. ... ........... ................................................. • .. . . tl*In. ..... ...........................................................................,..................................... . li , , ...................... 1! ..,.. ' . ....... ........................................................................... ,.. ....... ............ ............... . — , T,', LIN INTERNATIONAL („„,,,,,,,:"4-,,..,74,0 ,.-7:1-'x.¢.,..f,0Ootsc ,,i".;., . ,..It t.:....z'7,...,r ....,,t..."'' --:.'r----""-----"st?----""14-- -NJ'OP Q17.4.NTITI:5' ... " ,., :..r c'".-* ms,4,,,,..,.......,,,,,,, CIFOXOLOKKEff BR/DGE ,,,...,...v..01, i....o. m IAN Yee Lek thallit.,1, Is 'II.M."I"' ,..-‘,... REPLACKIIENT 98 i :. -- - -- - \�{} COST SAVINGS INITIATIVE(CSI)for the CNOKOLOSKEE BRIDGE REPLACEMENT', Y* Peer 'N:LIGE J 111 ._ ....., P'MM.tCi[OM .,A PS ft,wotr¢ flfM`S 7lf FC THYftF FP' tASTtF 5l�AG3.: e� Sk R BEGIN SIGNING AND PAVEMENT MARKING STA, 137+56.00 $ SURVEY M 8 i .331 135. 1 36 n ar r- I / § e J COUNTY ROAD 29(COPELAND AVE.) ;4€..If -- - -- . yytjyiliftlXit Ma Rt NDC •253. .'OJ ..' f f i %t1.4 > ,. i 1 TX UN INTERNATIONAL. ,„„xp.� x�"' SSPwn, ."�'" l f SJ L V& PAVEMENT MARKING xo c ; . . C710K09.0SKEE BRIDGE remNEI ,, ,, q R, .n rf..i +ifn:r E J A,,. �•. REPLACEMENT' z'n ae m .�. a'�I1� 4 f COST SAVINGS INITIATIVE(CSI)forthe CHOKOLOSKEE BRIDGE REPLACEMENT"II. 4 Feet r&v.a:xt • _— s ._ _ _._ ... — c+: 7tH R '1 t$'H t70 .. 4.R �n'969 AT AC nU i r.,a n'encx'z._,V 1 N I 53J4 t 4u55£`:n S BOYS!' .: S S o —1_— —_ _ = ,._ 4 VI OR d1 4 44 4 w s 7} L , iPCfiwT�• YI=i'3 Siawf{ T6 COUNTY ROAD 29(CO ELAND AVE) L1 .... ..,._ .m. t I \.{ R},, t ..,L1 ,,a .4,itti5 c as 3T n • tv Prft A • -T .._ - frx LN iwrErcwtticxxni. �`i`s,"k,� ,-7-4, n,, ; k v/Nt'tit PAVEMENT MARKEW no. v ----c•xi,i.0111,v' c'-'"'cr " (HOKOLC KHE BRIDGE ' »»» "'"" M RFPLA(&SIF'SFT l sl°°/ F 1. r, COST SAVINGS INITIATIVE(CSI)kr AS CHOKOLOSKEE SIYIDU'E HEPLACLMENI 't 1.4 BEGIN 6f111U&E END BRIDGE " 11146, STA 46+35 98 a-CONST. = ST.. 48wie 9 cp f = 1 STA 146+35.95, 4.47" PT t STA 1481460 95, 4:47' RT, $ SURVEY \ f SURVEY' 010 IiiQnTil } 554 403-,*AM, 0 1004 4 Hsr—I 1 1 1 +, €**0 r": ytax004,0,C 5T4u4—I:• , �.II0 _ r t � Y T:',: F R• F — 1 � � aI /.I 34 (5) ! 11424441 l X,r a G x6 FEEfi i 1 I R 0r(0.£Ln 7.0i r4N 01000,4000 043E+MSS r EEV 'Md 50-10 0"4700,007 R0 PA r6tBf. T- n"aVh rCxtat S L#rwJT12 1 0'414,01 - T EbT lII' ( -. ,\ 1c,N'A X?tetvhYGC Ra.,Y,. i APy�tDEEP ..I I ._ '4 ``` \-.k, j f nY>f.. a:t l t.. '\ rr Je 4'3004 51 r � Y Z \,A t ci Fas 0 it s"'\' 110 5 L 'ma \ 3 A 10 ra '1 st ffK>. z s wry t CottN7'Y ROAD 29(COPELAND AVE.I j ,P' •Raft 0 0,_Nr em.5- . 1 � �xf =1:t g S 1444 NU07AAf✓L.N L' N10,—. XX FE Q.'I' "'IL,ecus^,€c>_4_ ._... — „.......,",,...,,,__ \-- .. ......._._..._.._ XX LOFT DEEP ?a1 -re R..w!'r4r ' '4a11t1(rl ft T u° sz31 Cir 7. r: -- "' T Y.L4W tHTERNAT16t'tRL ✓ p S,A7 K' i q Y z s x'*a�Yy -� .\ .$rG`/VC &PAVA'41EVT 1 ARK4Yr Mill ,,,, l w afiq '€s ;"4"''',(:.-fm'!:',. c+ v < _ elii0 O QS'A iii Pi l x AsaN at n'' z 4 ' 1 Ate zI zv w-mst ieFM 4 iFfrifiVi ON I1 .s,.i,,,. ,..e. te COST SAVINGS INITIATIVE(C51)tor the CHOKOLOSKEE BRIDGE REPLACEMENT...., , \ • Ma, I;Qiienn .. • / feet f.,_,,,,,,„00 ITA 1,W.MA,,,45,,,5,,i,e Hi 1,,A 0..,5;#,C.f:,,,,,,,,, M END SI, 16 A 1 PAYE/LENT AIMING -----------_, 'STA, 53+51.15 c,CONST. , 071' NT -._,... i 1 STA. 153÷51.15 @ SURVEY.,0.710 NT ti 1,---.k.,.000'0k,regArov.a.iti<31,,,,E , II 8 .74 / J, , , ill , i ....... 51 . ; _______________ ........._._ ..,V)6.1_,;>;;V,. ......'<"‘',Z111.P..r , vs.r,/ --------1 .• . ..A..../..z..z....,. , ' -i .. ,..... . . 1 IS' I 10.1211.iM,15411i%L.V.-4.1,..).4V__.........,_ , _.._......,..__ 0105.1 . ..„ ---___ . tofill il#40 os' '11. . ., +•„, ;-,... s r 0,..,...... _ """""' J - ' '., "..,.' .•0.. Tsni-er Gev,4e.rA N c SIGNING& .4 VEN ENT A-1-411IONG .r..,•,81 5,Art, " C......" ol'7,7r: '-'—"--iiiiiiiiiiskiflikilkir— '''''""'"' °RA ,.....t.,,,,..,..-,....,-.....- ne5 YTi-s,ea M.,F.9?, ,:•..,.., 0.10_-.:cle I 0 0.0,0,' ia....tmoz..w n 11.nt"4, Iff T ,, MPH.4.C.E.M.ENT .1 Mar 1 i.2M • ... I / C„... COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT\ ,....„ 544,00;..5 40.t14,,,,S 4....r. .. ./— .,... ,,, ,,,,,,,, tler...,,A0 A. ,.4;„,- 2,A,ATI 5f.474.8 44 ''';' V;'1:.V.1,4,'",Z,'.,`'.','','iTA,,,,,,,,,,,, ,IrJa.l. 46 "Ir • . .....,„! ,- x'..6.- '•• - --,---,=- --a-7::::•"!----t 2-.6 All, OA,./IP-,....4----- IRE 20. vc,...v:1,*,vv.:,ve .--- , ----- --. ----:--------kli--. ..., A AAAAA,, ,4 /ITAITA.U.R TO[00.015.7E 400 P,/OA Sgfor4C11....,..AKI,Mk I4.16,...1.4,6"N 6,-1.444; .4 4.:6,...4.044,II.,IlAVAIII.5 I.i'MV,IIIIIE.IMP$rrn cocw,r z.VIA • ...7 1.5.7XLIVI00.I.51' OW.°.07..NV COL. 1 1.112.4i1V4110... '' illIP.t111;1,','4',717c4Ng'."M",'", 1,7"'”' ,r4.. it IrraCO...., .rif14 ;WYE.&.,.....0..,...7, 10 STA 4 COV7.44,NA 4.5.00/0*0 I, OW,.C..,Ort.4444.4.0',PAO,a, 4.,‘,4 1.10C eh -2,16 MS I•••••6.... 00114070 CNDI, -...t...fi:e LINE II-0 ICI.:: I IO-I.X'IIIIIVIrE F., ;- , VII. % • 'r.^,`'.';',:•'-;!Jt,' . : ,t1,A:,114.73 ,.., t....,,010.*0!..04,14,,MaR.Itaa 004.0 toaterVaat WV 4:1313.15114,1£.4 PAC..III.1 •••••. , i i S ',,, 1•••••••- ‘iii-,1 • —.P.E17,4.3.4/7'. fur;- 4..4 OZ I 5 : 1 .,:-...—•!----',.._ : , .,:-.. ..w C 1,-1....= ,1/4,:,,,,, -,• .,. : :.,,, .:1- :4; ..,,,....! ,If n.......,,,row%1 I ,....,,,,,44 07,M,4::, • : . -...... ..] fr i . . .• : . .• . ,:0,,- i '' , .• 1,,...a. .4 i, i 1 . - •• i •' : ,.‘. .-.!..W.•a.410e'P, 7*.4`....:03c • ::,N.,' a'. 'e'''.1.1';• '1r'-1, *.B.. pli\ \.. --------./ r • . " : ' N. " 7‘fTzo,Y,.,LN,IVN.T:IEfRNATIONAL ' ..,.., ,.;..e f47= ' ivA,VIGATION LIGHTING DETAILS ...' HOAOLC1±, -A BR ,.... ...,I......?“,.,... `.'"..'...." ..1;24tAL V. .0-`....„---......–..,..,..,—.....''' '' ..41;-.ft,...f,,,,,, ,..,,,".... 1441Eli. 5.4.......o.44 .V;;;;r444r4r44.; 60 5 / .,:'l'''''' '''''''''" ..., .... REPLACE,411,,N7- .., , 103 1 1 C COST SAVINGS INITIATIVE 1,11 Inr the(-14E1S(11 MIFF BRIDGE REPI ACFMENT ,.... C „. . . ., „ , „. „., ".. ,'r MK.BLACK KoRoga . , . , ' 1 , r r INK,COWER GREEN DIVISION(TYR.) '.. • 4 i 1 ' Chokolosk ! e e Bridge Const. 4 r County Road 29(Copeland Avenue) r i Collier County 1 I Design:T.Y.LIN Interriational. t r 1 I le Board of General Contractor: 1 , County GREEN BACKGROUND I I tailk < Commissioners Project Management:Transportation DMITion- r 4' r r il- DistnctsL imar.Fiala Completion DaTe-PF---r i 2 Georgia lie . I 3 Tom Henning 4 Penny TaylorFor information r Please . Contact_i : Transportation Division (239)252-8192.. /—21 r'a!I t r " ,!! WWW.colliergov.net—.4--1'- 2 i - r BLACK SIGN DETAIL-SCALE:1".1' 1 SIGN TOPE CM:MVO-ED OF WOMAN AWN BOARD Chokoloskee Bridge Const. T TWO SIGNS TO BE ENSTALLED AT THE i T 01 Of MIN County Road 29(Copeland Avenue) • eovsivut-poV Co Design:TX.LIN international. 1 LOCATTOBA TO BB ONTETLAUNED BY CCALAR.LIBINTY. - "6"a 6I General Contractor: County 04,".i.sionw. Project Management:Transportation Division moot. Completion Date , SIGN VIEW WITHOUT DIMENSIONS . i Mont no. : 2 Georgia MOW N.T.S. . solF0111104, 3Ton,141100044 for Information Please Contact: 40327, r.„^-,./:" Transportation Division:(239,252-8192 ,., ' www,.comergovalet `. — ...e _ •,,,-4,_,s-,./010, - PROJECT INFORMATION SIGN C ....r. ,..“. Worn t"...... ....„ jak. 'g'ALL"-W,...el. CIL ' ' . = _ _C...3y .tam 1 n me 4.14bt.tit "'"`" , CHOIR BRIDGE 104,6 .."..0,..TTAZ., '=.4!,,,r,r, I 01,Itt,Nt,ftvr,W:6,0 REPLACEMENT 4 i ".1 , I c 1 .,. LOST SAVINGS INI I IAI IV.(LSI)to the LHLACULUSIIEE BHIUGt HtYLALtMLN I \ INDEX OF BRIDGE SHEETS GENERAL SHEETS SHEET NO. SHEET DESCRIPTION B-I INDEX OF SHEETS 8-2 GENERAL NOTES II OF 3) 8-3 GENERAL NOTES(2 OF 3) 8-4 GENERAL NOTES(3 OF 3) CHOKOLOSKEE BRIDGE SHEET MO. SHEET DESCRIPTION BI-1 GENERAL PLAN AND ELEVATION(I OF 2) 61I-2 GENERAL PLAN AND ELEVATION(2 OF 2) 81-3 BRIDGE HYDRAULIC SHEET B1-0 BRIDGE CONSTRUCTION SEQUENCE II OF 21 BI-S BRIDGE CONSTRUCTION SEQUENCE(2 OF 21 BI-6 FOUNDATION LAYOUT BI-7 REPORT OF CORE BORINGS 81-8 PILE DATA TABLE BI-9 2C SQUARE PRESTRESSED CONCRETE PILE BI-/0 END BENTS 81-II END BENT DETAILS 81-12 INTERMEDIATE BENTS 8I-13 INTERMEDIATE BENT DETAILS 81-14 SECTION THROUGH BRIDGE(1 OF 2) 81-IS SECTION THROUGH 80106E 12 OF 2) 81-16 FINISH GRADE ELEVATIONS(I OF 2) 81-17 FINISH GRADE ELEVATIONS 12 OF 21 81-18 SUPERSTRUCTURE PLAN 8I-19 SUPERSTRUCTURE DETAILS(I OF 3) 81-20 SUPERSTRUCTURE DETAILS 12 OF 31 81-21 SUPERSTRUCTURE DETAILS(3 OF 3) 81-22 DIAPHRAGM DETAILS(I OF 3) 81-23 DIAPHRAGM DETAILS(2 OF 3) 81-20 DIAPHRAGM DETAILS(3 OF 3) 81-25 BEAM TABLE BI-26 APPROACH SLAB DETAILS 81-27 REINFORCING BAR LIST 01-28 LOAD RATING WALL SHEETS SHEET NO. SHEET DESCRIPTION BW-I SHEET PILE WALL NOTES II OF 2) 8W-2 SHEET PILE WALL NOTES(2 OF 2) 8W-3 SHEET PILE RETAINING WALL(I OF 2) BW-4 SHEET PILE RETAINING WALL(2 OF 2) BW-S SHEET PILE WALL DETAILS!!OF 4) 00-6 SHEET PILE WALL DETAILS(2 OF 4) 8W-T SHEET PILE WALL DETAILS(3 OF 4) 8W-B SHEET PILE WALL DETAILS(4 OF 4) BW-9 REINFORCING BAR LIST BW-I0 BULKHEAD REPAIR DETAILS(I OF 2) 8 ILII/Aril"/ BULKHEAD REPAIR DETAILS(2 OF 2) \RW\ II..II//�, TE"PDRARY RETAINING WALL(1 OF 2) \\\�A' .-iiENM W ,,�TEMPORANY RETAINING WALL(2 OF 2) j ND 6 32 ' ='I'j q/� = Bridge No. 17 !d a 034 9 a. .:' ...,..,..F........ ...................\ CCARDNO,INC \ •'I, IFZO.16 .- ` / Co., c,�m \ / INDEX OF SHEETS \/yLEE.\ 3z en.0 PL.PUP 4 ca ;, .W.rW.. �.. Na Px:E m `" ' a =- .' N ""'""a CHOKOLOSKEE BRIDGE CtrA.nA.fNAID..39.J ••".{..' gpx.L�{ • \\ C^OssMb' LY.SF Wrlewe a.na 105 .._.......................... IEC.mU:3Y-lief n:il PY.EWI.IIi \t..... Gt.A eY Ora Mapss.fL 3691 H fu.RD..J:T2 a.µ9ywan, 4I)IIIIIII�,\ PM..:(139:200 N07 B•I \.......<............_._........_............ i \CERN.,-a wnwn..a.ro.2495 /\. ♦ \ \ REPLACEMENT /\ • 1 1 C COST BANN13ETGTIATIVE(CSI)for the CHLX(OLOSKEE BRIDGE1REPDR,FMLr4I \ GENERAL NOTES GOVERNING STANDARD AND CONSTRUCTION SPECIFICATIONS: G. THERMAL FORCES: 0. CONCRETE(MINIMUM 28 DAY CYLINDER STRENGTH): A DEPARTMENT OF TRANSPORTATION 2014 DESIGN STANDARDS I.TEMPERATURES AND TEMPERATURE VARIATIONS FOR DESIGN 1.CLASS II: CAST-IN-PLACE FLORIDAFLOR MODIFICATIONS DATED NSPORTA,IONSPECIFICATIONS014DSIG FOR ROAD OF CONCRETE STRUCTURES(DEGREES FAHRENHEIT IF)) AA. APPROACH SLABS 4,500 PSI AND BRIDGE CONSTRUCTION!0011 1/14 EDITION,EXCEPT 0 AA TEMPERATURE RISE (+)35 DEGREES F 2.CLASS IV CAST-IN-PLACE, SUPPLEMENTED OR AMENDED C THE CONTRACT PLANS.SUPPLEMENTAL BB. TEMPERATURE MEAN 70 DEGREES f M. CAST-IN-PLACE(BRIDGE DECK) 5,500 PSI SPECIFICATIONS OR SPECIAL PROVISIONS. CC. TEMPERATURE FALL (-135 DEGREES F BB. CAST-IN-PLACE(DIAPHRAGMS(' 5.500 PSI CC. TRAFFIC BARRIERS 5,500 PSI DESIGN METHODOLOGY: DO. CAST-IN-PLACE(SUBSTRUCTURE(^ 5,500 PSI DESIGN SPECIFICATIONS, 3.CLASS VI(SPECIAL):PRECAST PRESTRESSED PILING'" 8,300 P51 A. STRUCTURE DESIGN IS IN ACCORDANCE WITH THE FOLLOWING: A STRUCTURAL MEMBERS PROPORTIONED UTILIZING THE LOAD 4,CLASS VI:PRECAST PRESTRESSED FIB BEAMS• 8,500 PSI I.AASHTO LRED BRIDGE DESIGN SPECIFICATIONS,SIXTH AND RESISTANCE FACTOR DESIGN(LRFD)ARE AS FOLLOWS: •USE SILICA FUME ADMIXTURE EDITION.2012:AND IMPLEMENTED MODIFICATION THEREOF. i.CAST-IN-PLACE SUPERSTRUCTURE LRFD ••USE CALCIUM NITRITE G.SILICA FUME ADMIXTURE 2.CAST-IN-PLACES SUBSTRUCTUREEDBEAMS LRFD 2.AASHTO GUIDED.201ffCA7fON5 FOR BRIDGES VULNERABLE TO 3.PRECAST PRESTRESSED BEAMS LRFD E. CALCIUMIFI NITRITENS CTIONTURE SHALL COMPLY WITH STANDARD COASTAL STORMS 2008. A.BEARINGS LRFD SPECIFICATION SECTION 924. SH 3.FOOT QUENT BULL TINSD JANUARY COLO AND 5.MEMBERS NOT REFERENCED ABOVE LRFD SILICA FUME ADMIXTURE SHALL COMPLY WITH STANDARD SUBSEQUENT DESIGN BULLETINS. SPECIFICATION SECTION 919. 4.FOOT PIANS 4,PREPARATION MANUAL 625(DPN).VOLUMES I AND Z, 8. DESIGNED AS CRITICAL/ESSENTIALALBRIDGE WITH LOAD FACTORS JANUARY 2014,TOPIC NUMBER 625000-00]AND 625-000-008. PER SECTION 52 OF THE COASTAL GUIDE SPECIFICATIONS. REINFORCING STEEL, DESIGN LOADINGS, A PROVIDE IN ACCORDANCE WITH FOOT STANDARD SPECIFICATION A. DEAD LOADS: SECTION 415. I.UNIT WEIGHT OF REINFORCED CONCRETE 150 PCF ALLOWABLE STRESSES, 2.TYPE F TRAFFIC BARRIER(INDEX 420) 420 PLT A. PRECAST PRESTRESSED BEAMS B. REINFORCEMENT TO CONFORM TO ASTM A615.GRADE 60. 3 BRIDGE PICKET RAIL(ALUMINUM)(INDEX 861)(WITH CURB) 05 PLF 1.TEMPORARY STRESSES BEFORE LOSSES DUE TO CREEP AND 4TYPE K BARRIER 45S PLF SHRINKAGE AT TIME OF TRANSFER: C. PROTECT EXPOSED REINFORCING WHEN LAPS EXTEND FROM PHASE 7 . 5.THE BSS DECK THICKNESS INCLUDES A ONE-HALF INCH AA. MINIMUM CYLINDER STRENGTH AT RELEASE =Tci CONSTRUCTION INTO PHASE II CONSTRUCTION. REMOVE ANY SURFACE SACRIFICIAL THICKNESS INCLUDED IN THE DEAD LOAD OF THE BB. COMPRESSION -0.6 I'ci RUST OR DEBRIS PRIOR TO PLACING CONCRETE IN PHASE II. DECK SLAB BUT OMITTED FROM THE DESIGN SECTION PROPERTIES, CC. TENSION I. OUTER 15%OF DESIGN SPAN -7507 EXPANSION MATERIALS, B. LIVE LOAD: 2, CENTER 70%OF DESI[.N SPAN =6.0 1 HL-93 A. PROVIDE LOW MODULUS SILICONE JOINT MATERIAL IN ACCORDANCE WITH 2.DYNAMIC LOAD WITH TANDEM ALLOWANCE(IMPACT) 1.33 2.STRESSES AFTER LOSSES HAVE OCURRED: STANDARD SPECIFICATION SECTION 932. 3.LIVE LOAD DISTRIBUTION FACTORS USED IN DESIGN, AA MINIMUM 28 DAY CYLINDER AT FINAL -Pc REAM 1 2 3 4 5 BB COMPRESSION: VERTICAL DATUM MOMENT 146 0.89 0.89 0.89 1.06 1. FINAL 1 (P/S+DL 3 LL) =0.6 Pc NAVD BB SHEAR 1.06 1,05 1.05 1.05 1.06 2. FINAL 2(P/5+DL) =043 h 3. FINAL 3(50%P/S+50%DL+LO -0.4 TC A PEDESTRIAN 75 PSF CC. TENSION. -6.o.Ti' C. SEISMIC DESIGN: I.DESIGN IS IN ACCORDANCE WITH THE FOOT STRUCTURES B. PRECAST PRESTRESSED CONCRETE PILE DESIGN GUIDELINES I.MINIMUM 28 DAY CYLINDER STRENGTH AT FINAL Z DESIGN PARAMETERS: AA COMPRESSION BR SEISMIC PERFORMANCE IONE 1 I. FINAL I (PIS+OL+LL 1 =O6 IV 88. ACCELERATION COEFICIENT 0.025 2. FINAL 2(P/5+DU -0.45 FC 3. FINAL 3(50%P/S+50%OL+D -0.4 41 D. WINO LOADS, 1.APPLICATION PER FOOT STRUCTURES DESIGN GUIDELINES FOR BB. TENSION w E0 ISO MPH WIND SPEED E. WATER LOADS: CONCRETE MATERIALS: 1.APPLICATION PER AASHTO LRFD 3.7 FOR STREAM FORCES A GENERAL. MATERIAL STRENGTHS FOR DESIGN ARE IN OR TO F. WAVE LOADS( BE IN ACCORDANCE WITH THE APPLICABLE DESIGN SPECIFICATIONS 1.APPLICATION PER AASHTO GUIDE SPECIFICATIONS FOR BRIDGES AND AS NOTED BELOW. VULNERABLE TO COASTAL STORMS. B. PROVIDE IN ACCORDANCE WITH FOOT STANDARD SPECIFICATION 2.FY-MAX AND FH-MAX INCLUDE FS. SECTION 346. DESIGN CASES FOR WAVE LOADING(SHOWN WITHOUT FACTORS) C. CONCRETE FOR PRESTRE;=23,T,5E/ff/NG RUST HAVE A DOCUMENTED WAVE CASE CONDITION MAR FORCE ASSOCIATED FORCE ASSOCIATED MOMENT CHLORIDE ION PENETR InrySION COEFFICIENT WITH I EXISTING FE-MAX-229 KIP FH-141 KIP MT-AV-2660 KIP•FT A MEAN VALUE OF O.0 3 ,Yy 4NBBid ,� II EXISTING FH-MAX-148 RIP FY=137 KIP MT-AN=2543 KIP•FT I '•FA' II EXISTING EN-MAX-103 KIP FR--78 KIP MT-AR--6268 KIP•FT '06 .32 II SCOURED FH-MAR-91 KIP FV-92 KIP MT-AH-253 KIP•FT ._ - '* II SCOURED FH-MAX-64 XIP FE-6 KIP MT-AH--3607 KIP'FT '-* 14744E T!W` Bridge NO,034779 • 1.7d•L ••� J _ I i hA P .r c .,) ...,.o,...,..�. )[CARDNO,INC ,,,•,,,,,, 4``�p �CQ• -.•' �+c.>.W GENERAL NOTES(I OF 3) ^•']8'BT • ..... ......... WWYXAew.mv AMANDA B.KEIIET.P.F�/i L B 2 I { No PNM Pt...Mn S! \� "'N>*«'r'''''', :a a, r:m aro re.,9s. `«,,. --.. ....... .. .. ...... .. • WOE uA,f19v..v JAM --•':-'^-'--•„ X 111 C^""*3 Sr95 t Zsr"c:Ae 6 _1 i u 4.51S5-5571 _.� "MT 1 ',V.',x CHO%OLOISKEE BRJIX�E ONYFZ.f .. ,:.TAN o'-M`-'� ,-.4e,2311252-8192 REPLACEMENT I 1 , 1 1 ,a a e 1 a 1 as r COSY0A0IN-GS INITIATIVE(UR for the UHUKULUSKLLUH111I.E HEYLAI,LMLNI \ GENERAL NOTES(CONT'O) CONCRETE CONSTRUCTION: STAY-IN-PLACE DECK FORMS: POLLUTION PREVENTION: A.CONCRETE COVER(UNLESS NOTED OTHERWISE): A STAY-IN-PLACE DECK FORMS WILL NOT BE PERMITTED ON THIS PROJECT. A. THE WATERS SURROUNDING THIS PROJECT ARE DESIGNATED AS OUTSTANDING FLORIDA WATERS. I.SUPERSTRUCTURE(CAST-IN-PLACE): PRESTRESSED CONCRETE BEAM STABILITY: AA. ALL EXTERNAL AND INTERNAL SURFACES 2 IN B. SECURE EQUIPMENT PROPERLY AND AWAY FROM THE BRIDGE DURING A. UNLESS OTHERWISE SPECIFICALLY PROVIDED FOR IN THE CONTRACT SEVERE WEATHER OR WHEN UNATTENDED IN ORDER TO AVOID DAMAGE 2.SUBSTRUCTURE(CAST-IN-PLACE): PLANS,THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR THE TO THE STRUCTURE. A.R. INTERNAL SURFACES 3 IN CONSIDERATION.DESIGN.INSTALLATION AND USE OF TEMPORARY BB. EXTERNAL SURFACES CAST AGAINST EARTH 411 IN MEASURES TO MAINTAIN BOTH INTERNAL AND EXTERNAL STABILITY OF C. TOE CONTRACTOR SHALL PROVIDE SAFE ACCESS AT ALL TIMES TO ALL CC. EXTERNAL FORMED SURFACES 4 IN BRIDGE BEANS THROUGHOUT ALL PHASES OF FABRICATION.TRANSPORTATION WORK AREAS FOR COUNTY REPRESENTATIVES AND CEI INSPECTORS. AND ERECTION PRIOR TO SUCH TIME THAT THE BEAMS ARE INCORPORATED 3.PRESTRESSED PILES 3 IN INTO A FULLY COMPLETED SUPERSTRUCTURE. D. PRIOR TO CONSTRUCTION IN OR OVER WATER.PROVIDE FLOATING TURBIDITY BARRIER AS SPECIFIED IN SECTION 104 OF THE STANDARD 4.PRECAST PRESTRESSED BEARS 2 IN SHOP DRAWINGS: SPECIFICATIONS. B.TOLERANCES: FOR ALLOWABLE TOLERANCES SEE FDOT A. ALL SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY E. AT THE COMPLETION OF THE PROJECT REMOVE ANY TEMPORARY MATERIAL STANDARD SPECIFICATIONS. A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. USED FOR POLLUTION AND EROSION CONTROL DURING CONSTRUCTION. FLOATING TURBIDITY BARRIER MAY NOT INTERFERE WITH THE CHANNEL C.CONCRETE EDGES: UNLESS OTHERWISE SPECIFIED.CHAMFER B. PROVIDE SHOP DRAWINGS FOR ALL PRESTRESSED CONCRETE BEAMS OPERATION WHILE THE CONTRACTOR IS NOT WORKING. EXPOSED EDGES AS FOLLOWS: FOR REVIEW AND APPROVAL. I.TRAFFIC AND SIDEWALK RAILING i IN F. NON-STORMWATER DISCHARGE(INCLUDING TOXIC SUBSTANCE AND SPILL 2.BEAM PEDESTALS I)IN GEOTECHNICAL INFORMATION: REPORTING):PROVIDE THE COUNTY WITH AN EROSION CONTROL PLAN 3.PIER AND BENT CAPS I'4 IN THAT WILL INCLUDE TOXIC SUBSTANCE AND SPILL CONTAINMENT, 4.ALL OTHER EXPOSED EDGES N IN A SPY BORING LOCATIONS SHOWN IN THESE PLANS WERE TAKEN FROM THE REPORTING.AND RESPONSE.SPECIFY WHAT MANAGEMENT PRACTICES GEOTECHNICAL STRUCTURES REPORT BY FOUNDATION GEOTECHNICAL CONTAINMENT METHODS WILL BE USED TO PREVENT POTENTIAL D.JOINTS IN CONCRETE: CONSTRUCTION JOINTS WILL 8E PERMITTED ENGINEERING.LLC.DATED JULY 2016. AND POLLUTANTS(FUEL.LUBRICANTS,HERBICIDES.ETC.)FROM SPILLING ONLY AT THE LOCATIONS INDICATED IN THE PLANS. ADDITIONAL LIGHTING: INTO SURFACE WATERS. IF A SPILL DOES OCCUR OR IF A HAZARDOUS CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL MATERIAL(INCLUDING SUSPECT ASBESTOS) RELEASE MAY OCCUR,OR REOUIRE APPROVAL OF THE ENGINEER. IF CONTAMINATED SOIL/GROUNDWATER IS ENCOUNTERED,CONTACT THE A. INSTALL NAVIGATION LIGHTS PER STANDARD INDEX 21220. LIGHTS ENGINEER IMMEDIATELY. SHALL BE RED CHANNEL PIER LIGHTS(RFL)OR SHEEN CENTER CHANNEL LIGHTS(0011 AND SHALL BE ATTACHED TO THE TRAFFIC RAILING CURB, MISCELLANEOUS CONSTRUCTION NOTES: UTILITIES: REFER TO ROADWAY PLANS FOR LIGHTING DETAILS. A. SECURE EQUIPMENT PROPERLY AND AWAY FROM THE BRIDGE DURING A.UTILITIES SHOWN IN THE BRIDGE PLANS ARE AT APPROXIMATE B. SUBMIT SHOP DRAWINGS FOR THE MOUNTING METHODS FOR THE SEVERE WEATHER OR WHEN UNATTENDED ON THE LANDSIDE OF THE LOCATIONS. FOR ADDITIONAL INFORMATION.REFERENCE ROADWAY SELECTED RFL AND GEL LIGHT FIXTURES FOR REVIEW AND APPROVAL. BRIDGE.BUT AWAY FROM WETLAND AREAS. AND UTILITY PLANS. BRIDGE NAME AND NUMBER: B. EQUIPMENT OR MATERIAL SHALL NOT BE TIED TO OR PLACED UPON ANY B.VERIFY LOCATION OF UTILITIES BEFORE COMMENCING CONSTRUCTION. PART OF THE EXISTING BRIDGE DURING CONSTRUCTION ACTIVITIES WITHOUT PRIOR APPROVAL OF THE ENGINEER. C.FOLLOW ALL APPLICABLE OSHA SAFETY REGULATIONS CONCERNING PLACE THE FOLLOWING BRIDGE NAME AND NUMBER ON THE TRAFFIC WORKING NEAR ELECTRIC LINES. RAILINGS IN ACCORDANCE WITH THE TRAFFIC RAILING DESIGN STANDARDS: L. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS AT ALL TIMES TO ALL WORK AREAS FOR COUNTY REPRESENTATIVES AND CEI DIMENSIONS: NAME NUMBER INSPECTORS.THIS WILL INCLUDE FURNISHING,OPERATING AND MAINTAINING BOATS)FOR THE EXCLUSIVE USE OF THE ENGINEER A.ALL DIMENSIONS ARE MEASURED HORIZONTALLY AND VERTICALLY CA 29 OVER CHOKOLOSKEE BAY 034179 AND COUNTY REPRESENTATIVES PER THE COUNTY SPECIFICATIONS UNLESS NOTED OTHERWISE. AND THESE PLANS. EXISTING STRUCTURE: B.ALL DIMENSIONS AND JOINT OPENINGS IN THE STRUCTURE ARE MEASURED AT MEAN TEMPERATURE OF OW F. A. PLANS FOR EXISTING BRIDGE ARE NOT AVAILABLE, C.ELEVATIONS ARE IN FEET AND ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988(NA'VD-'BB). B. CONTINUOUSLY MONITOR THE EXISTING BRIDGE SUPERSTRUCTURE FOR THE DURATION OF WORK AND IMMEDIATELY REPORT ANY SIGN OF ENVIRONMENTAL CLASSIFICATION: SETTLEMENT.CRACKING OR OTHER SIGNS OF DISTRESS TO THE ENGINEER. SUBMIT A MONITORING PLAN TO THE COUNTY AND ENGINEER FOR APPit,'+VAL A. DESCRIPTION: PRIOR TO CONSTRUCTION, 1.SUPERSTRUCTURE:EXTREMELY AGGRESSIVE C. THE CONTRACTOR SHALL A( 1I�ARKG�E THE EXISTING SEAWALL DURING 2.SUBSTRUCTURE:EXTREMELY AGGRESSIVE CONSTRUCTION OFT '11}1��BHl'tlBFIpp REMOVAL OF THE EXISTING BRIDGE M. 41000F,A=110 D-101 OR REPAIR TO THE\ K RO4 B. LOCATION:COASTAL $44';''''s 4 ;''st• a 8f32 A ¢ SATE 01 ,LI Bridge RD.034179 .. «. .. CARONO.INC 1 A^ 'P,(�•1LOa_1v_,� •�y1� ., E""H L"^n c'°'M GENERAL NOTES(2 OF 3) C FAV F NK BOO MOA B.X�Xj�''� \\7�R• N mc.+MONIf .rax.«•.' x Plow JIM WA WMrarz 1 n,YZ!I°A,FCAws x r NKLI c4wty 2RlSsW:.N.,.r 0,10 CHOKOLOISBEE BRIDGE e1.ROY NP-JMH o,,,,. eiA.ve.a v wrMwi.T.MOn.ani ♦ A cVn Plow 217,194 REPLACEMENT B-3 V N lic l COST SAVINGS INITIATIVE(DSO for the CHOKOLOSKEE BRIDGE REPLACEMENT \ GENERAL NOTES(CONT'D): BID ITEM NOTES(CONT'D): SURFACE FINISHES: 5.THE GFR➢REBAR SHALL RE PAID PER LINEAR FEET- ADD GFRP BAR BENDING,FABRICATION AND INSTALLATION A.PROVIDE CLASS 5 APPLIED FINISH COATING TO ALL EXPOSED SURFACES SEEN IN ELEVATION(SEE DETAILS) SHALL BE PAW AS SPECIAL ITEMS. AS WELL AS EXPOSED SURFACES OF END BENT CHEEKWALLS.CAP ENDS AND WALL COPINGS. 6.THE CASTING OF BEARING PLATE TO BOTTOM OF FLORIDA I-BEAM SHALL BE INCLUDED IN PAY ITEM 4SO-2-36. 8.COLOR OF ALL FINISH COATINGS MUST 8E APPROVED BY THE COLLIER COUNTY ROAD MAINTENANCE 7.THE PREFORMED PILE HOLES.GROUTING PILE TIPS,PILE CASING.UNDERWATER INSTALLATION.DYNAMIC LOAD DEPARTMENT PRIOR TO THE CONTRACTOR PURCHASING AND APPLYING ANY FINISH COATINGS. TESTING(POA),LABOR.MATERIALS AND ANY OTHER INCIDENTALS REQUIRED TO INSTALL THE PRESTRESSED CONCRETE PILES SHALL BE PAID FOR UNDER ITEM 455-34-5. BRIDGE DECK GROOVING: 8.REMOVAL AND REINSTALLATION OF THE ARTICULATED CONCRETE BLOCK(ACEI SLOPE PROTECTION,REPAIRS. THE BRIDGE DECK INCLUDES A(y'SACRIFICIAL DECK THICKNESS FOR GROOVING AND PLANING. FILTER FABRIC.FILL GRAVEL AND INCIDENTALS REWIRED FOR REINSTALLATION OF ACE SHALL BE INCLUDED PAY ITEM 120-1. SCREEDING DECK SLABS: 9.IF REQUIRED,REMOVAL OF EXISTING DEADMAN ANCHORS SHALL BE PAID FOR UNDER PAY ITEM 110-20-2. IF THE RIDING SURFACE OF THE BRIDGE DECK AND APPROACH SLAB SHALL BE SCREEDEO TO THE FINISH GRADE REWIRED,PAYMENT FOR ANCHOR BEAM MODIFICATIONS SHALL BE INCIDENTAL TO PAY ITEM 455-133-3. SEE ELEVATIONS SHOWN IN THE PLANS. ACCOUNT FOR THEORETICAL DEFLECTIONS DUE TO DECK SELF WEIGHT, WALL PLANS FOR ADDITIONAL NOTES. DECK CASTING SEOUENCE.DECK FORMING SYSTEMS,CONSTRUCTION LOADS,OVERLAYS AND TEMPORARY SHORING. ETC.AS REWIRED. 10.PAYMENT FOR COUPLERS.INSERTS AND ADHESIVE FOR ANCHORING SHALL BE INCLUDED IN THE ASSOCIATED REINFORCING PAY ITEM(415-1-3,415-1-4.415-1-5 OR 015-1-91. FOUNDATION INSTALLATION NOTES: 11.PAYMENT DECK REPAIRS REOU(RED FOR TEMPORARY TYPE'K'BARRIERS SHALL BE INCLUDED IN THE 1.PRESTRESSED CONCRETE PILES SHALL BE INSTALLED PRIOR TO THE SHEET PILE. ANY ALTERATION OF MAINTENANCE OF TRAFFIC PAY ITEM. PROCEDURE SHALL OBTAIN THE APPROVAL OF THE ENGINEER. 12.COST OF FILTER FABRIC,ANCHORS.ANCHOR BEAMS,GRAVEL.MECHANICAL COUPLERS AND REINFORCING STEEL 2.THE CONTRACTORS SCHEDULE SHALL INCLUDE THE ADDITIONAL TIME REOUIRED BETWEEN ORDERING TEST SHALL BE INCLUDED IN TIRE UNIT COST OF SHEET PILING PAY ITEM 455-133-3. PILES AND ORDERING PRODUCTION PILES. 13.FILTER FABRIC BID f5 FOR EXISTING BULKHEAD ONLY. ALL OTHER FILTER FABRIC IS INCIDENTAL AS NOTED 3.IN ORDER TO ASSURE PILES WILL BE INSTALLED TO THE MINIMUM PILE TIP ELEVATION.PREFORMING OF ABOVE. THE PILES MUST BE PERFORMED IN ACCORDANCE WON FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION(2014)SECTION 455. PREFORMING MUST BE PERFORMED AT A MINIMUM DIAMETER Class 5 Applied OF 40 INCHES IN ORDER TO FACILITATE GROUTING OF THE PILE HOLES IN ACCORDANCE WITH 455-5.93. Finish Coating TEMPORARY DRILLING CASING MUST BE USED TO MINIMIZE THE DISCHARGE OF SOILS OR DRILLING MUD Class 5 Applied i Superstructure details apply to INTO ADJACENT MARINE WATERS. SOIL CUTTINGS FROM THE PREFORMING MAY BE PLACED WITHIN THE Finish Coating Bridge and Approach Slab Sections PROPOSED APPROACH EMBANKMENT PROVIDED THEY ARE PLACED IN LAYERS ROT EXCEEDING 3 INCHES Class 5 Deet GroovingSee Spec 521 THICK. AFTER PILE INSTALLATION AND PRIOR TO GROUTING.SEDIMENT SHOULD AGAIN BE REMOVED FROM ARE!I� (Broom finish) THE PREFORMED HOLE.IF PRESENT. FiMsh ,111 � FiClniasssh 5CaalAppliedilg 4.AFTER THE PILES HAVE BEEN INSTALLED.GROUT IN ACCORDANCE WITH 455-5,9.5.GROUTING 51970105197010 BE Gating SUSPENDED IN THE ENO BENT PILES AT AN ELEVATION NO LESS THAN 5 FRET BELOW THE BOTTOM OF THE SHEET PILE WALLS TO BE INSTALLED ADJACENT TO THE 24 INCH PILES. ONCE THE ADJACENT SHEET PILE WAPALLS ARE LY INSTALLED, COMPLETED, r, PILE GROUTING UP TO THE ELEVATION OF THE GROUND SURFACE SHALL BE �CIRR. Applied plig ti 5.SEDIMENT WHICH NAY HAVE COLLECTED IN THE PREFORMED HOLE SHALL BE REMOVED PRIOR TO VEET/NG. 1 PDA TESTING SHALL BE PERFORMED AFTER PILES HAVE BEEN GROUTED TO VERIFY THE PILES HAVE 1.111: ADEQUATE CAPACITY. BID ITEM NOTES: IIII 1111 ,..1 I.:400-153,401-70-03,411-1 AND 411-2 ARE CONTINGENCY ITEMS FOR ANY INCIDENTAL REPAIRS REQUIRED TO END BENT INT.BENT RETAINING WALL THE EXISTING BULKHEAD SHEET PILING. SURFACE FINISH DETAILS 2 THE GALVANIZING OF SHEET PILE WALLS AND STRUCTURAL STEEL COMPONENTS TO ABBREVIATIONS: RE INCLUDED AS INCIDENTAL FOR PAY ITEMS 455-133-3 AND 460-2-2. 01 , 3 THE TESTING OF THE TIE BACKS.TIE BACK CONNECTIONS,PVC TUBES FOR THE TIE BACKS AND TYPt,XV TYPE,'5IKADERIGW III /' BFBW BACK FACE OF BACK WALL MASTIC TAPE SHALL BE INCLUDED AS INCIDENTALS OF PAY ITEM 455-87. \\ ►...------ /' E EXPANSION BEARING �\ `YGBNB6••, j EJ EXPANSION JOINT 4.STEEL SHEET PILING SHALL BE PAID UNDER PAY ITEM 455-133-3. '+ - NLy65632 �• MAY FRONT FACE OF BACKWALL / FFRW FRONT FACE OF RETAINING WALL *: //J� ,'�= NYC MINIMUM VERTICAL CLEARANCE yl�"5T 4 URO UNLESS NOTED OTHERWISE ��'., ��ZD'1` w VPC POINT OF VERTICAL CURVATURE D �� DPI POINT OF VERTICAL INTERSECTION %�LC'•.•LOR49P' \� VPT PONT OF VERTICAL TANGENCY Bridge No.034179/ \ LCX:'':"._`'Wj�O / / '/J;,II-'•A ,.erz f.+rycre+a Ji GENERAL11' �...x:!....P. ........Pn!r«,.«.,.,. CARDNO,INC ••NAUD, r "III, N.w.:.+p...ra, NOTES(3 OF 31...._ MRP,wInra mro avANw B.XELLM,PF:11 " ""-.... IVQ sung wl ..,,«......�....� CWWrvtMen ST INIM.vv CHOSOLOS%EE BRIDGE .00 ......__.. FD:N..TVN,FIRNEA 7P59 ' y Oaf'Salm Hrrraroa OTNa TEL n915M]545 ] ' ""'" � R5612 34.4 w(M 0.-VITT ream TOOL`,• \ `°d""`°P"'"01d' ...onIZISIrz•m REPLACEMEIV7' B-4 a hG t. 00S1 SAVINGS INITIATIVE(GS))Ex the LHUKULUSKEE EHIUL,E HEPLAUEMEN I \ 225,1Y Direction of Stationing, 1114107.' Overall Bridge Length 35-0. 75-0 75'-0' 75'-0" 1 38-0 Approach Slab 1 Span 1 Span 2 Span 3 Approach Slab 2 Existing Bulkhead Be Bridge to remain(Tits) End Bridge 9i^ ge FFBW Eng Bent 4 FFdW End Bent 1 Navigation Light 1Typ./ /rIrder 470 Trafifc Sta.48+6098 n Sta.46+35.98 (See General Notes) 1 Aailfn9 w/fMet 821 Int.Bent 2 Bullet Rail(Past 01 Retaining Wall W-2 til ...B< Av.e..Slab ar..yr v.al•�.r v.v. •-.aSta.47.10.98.. v.a. •.a...€Const. - a . a +85. ...... ..n :-..i. v End A ,v. ,..... Begin Approach Ilrr int.Bent 3 pts h 5)b Sta.45+97.98 v, b PGL 5ta.a7+85.98:: St 48+9898 —cl—' _ — — --,�.. . --m h- - 11� Nn a4, $ 1 1 (� E;;ting Br,d)e 1 1 '.� . �t I/ ±I 1 a s i b 3 Fr s � .i n) 030161 i -. - 1 I/A, A yl I . N c ,.-� 47 1 1 I '4-8 yl ' E LLL... ._1-1 1 I r. ;4?`a ; 1 1 h 3J 1907 W I 1 PC Sta 484-9905 urc e9 4 9 I Iy i � 1 Bz I 1 /.' t(I •to a H , I ly ,1, 1 f M'� "R m 8nyo, ),. y1.1 a: 6 1 I` Ly ..-_.wt, ..--.......vs�..—_:.L I1.•T_, ..d. r- i) i .. .. .a Y ..._.. m l Ars .ttF . I i ._., I t'� C I�k -v --� ,.f' I { Bridge No.034179 Y L... ' _— --. . as._ n a 6 • .. .- ........ Ex t gBrMgepl' S - • Tobc removed(TYRI - -•I .......`.. • a Sheet Pile Wait IM 420 IM 861 Sidewalk Retaining Wali IV-/ 7rarlic Railing Sheet Pa Walt Bvycfe Ralling Std.48+2881 Caping(Typ.) Crr6cal Temporary 2600(RI) Cnbra)temporary Retalnig Wall TW-1 Retain)Wall 7W-2 PLAN R/W Line — — — — — — — — — — \\��\\Iyllill / NOTES, l/ LEGEND; \\ 9pftGERD,y 7/7� 1.Bean Hi Vertical Clearance 9-6"at � 0 5P7 Boring Location Mean High Wafer Elevation 060 `\ `1GENye.'Ff "'r� Point aI Nlydmum 2.Refer to Roadway Plans for Uci)ity Adjustment sheets. p 0 65G32 vanica/trearmrce lwvq # / ..s..- :._ .ty� 3.Existing Approach Slab and Piles must be field verify, . Navigation Lighting ,' sEATE Q¢ ;U1 i T -�74b .$y7` Existirg Structure to be removed %s F -aoaro"•'�N. \ ��/rSrL'NAL�c.\i\\\\\ Bridge No.034779 / CARONO.INC �,,,,,,, ;hi ll�l \ :ar,r rw,e crwr" GENERAL PLAN AND ELEVATION(1 OF 21 RPM Pax Purr+aro aWANpq B.,:',ELLE P.E. mwr s.em O I+b BNVP, /H rur� Cawrtg lr1r l [LEO nn,<az-°xos°i ELLE : '°' iee`eso`.�•:rnr..w`:o,'.`J I CHOKOLOSKEE BRIDGE 1 I ` J dnae Dwer w.gt..ala b� TxwIWsaw l l 810 Pwm:(YS31252-8'9Y \ \ceartry,.-17rvreirnartaAral,Ma res \ I RRPLACR,MENT , . 1 r ..L ,1/4,4 .. .. "___.". , "". ..... ......... . . __ ....._ CUsr SAVINGS INI I IA IVE(C51)Ter the LHUI(ULOSKEE SKILIL t NEPLACEMtN 1 229- Overall Length Of Bridge(Measured Along(Construction) 313-0• 75-0' 79-B• 75.0• 313-0 _._._.:.. ...............Spa3___..ams._..FB3................_...�pproach2 Approach Slab 7 Span 7 Seams-FIB 313 Span 2 Beams-FIB 3G Span 3 Beams-FIB 36' Approach Slab 2 FFBW End Bent 1 —(of Intermediate Bent Mo.2 (of Intermediate Bent No.3 FFBW End Bent 4 Wall W-1--k Pedestrian/Bicycle tA Wall W-2 � —Exist.Slope Rarlrng 20 J 20 . 10 IIIIIIt ` 1 J_ 5� ,E�E_� ...MOW '{"yf .MVLA Al EiflUMM°II G 10 • l ilii iilT 11111 E f tl pndge E1.0670 1 I(lilt •-10 �� e i Exlslinq""�'-'-II i I� -10- 11 .. I. ,: Bulkhead 7 U .. .: U � -20 4 ). II -20 Proposed Grade Exist.Bulkhead lj 24'Square Prestressed Proposed Grade—L Cor...Pile(Tye 1 ELEVATION iiia ii $ m$ .1.. NOTES: m v1 0.W w n I.Minimum Vertical Clearance=9-9 f$Mean High Water EL.=067 a 04 3.700 j l'/ 9 i W El-Expansion loins �_ _-Expansion Bearing 395 VC VERTICAL CURVE DATA ALONG CR 29 AT q CONST. 'f,�'��0..'`fta2 .;i:354,,...••,A11.20. "a:•`.". Bridge No.034179 l(a ORM,"6" /1:,'L''4AL • .. ` — CARDNO,INC ,.,,, y 5::177771"'''''? +f••eaxer d...m GENERAL PLAN AND ELEVATION(2 OF 2) '/' Mp PxNf MA:c etro • •,,Gtt€till uae...K w.r:�., surd:>p ANANDA B.KEL(F•.�t. lfan end uelnrrm. n`u`ll.f r sysa ,....., sus Cp saes t.,m w...wx OrNx CHOSOLOSKEE BRIDGE ru..nsNu-vn .a.rxe4wme „�•,�••,"••• Ma+o+++o,.m roegw�.'v3a -bse B1.2 _._i.__.._...,.,_ .. ,— """ rENraKAre o<W.I�o+M.r.In Z993 REPLACEMENT 1 1 C r- :-•;.•...:-•:-,,.: ....r.e.rlii.g,,,-..--...'..:,..,`2,--.2...-.-.,....44-IgW...z.--1- - -,-ifc4.•If•-:, ,,-.4 P ,. +, .-.,..-7-7 .7.,.--.7...-.--7- ..:.,-,-, .:•,- ..- — -— . • ... • :. • • • . • . . .011'''Ilir.3.,. sira....iii:::;',,,iii: ,. ....,.. 7.i Ira Nk77' 40 :ini"...:.'1'.1 ..../,.../...,,..oi.vi.oz...,3...,....,:,..................... .. too_i!li.efi."4,ris.,,,\\(115_0..i.:. -4. 1„1„71 E ,L'UH:i'7'1...Eliti::::::::: • • .••• • •. . . . • 7- )i-s.10`.. a-4 .1.4• -,.;.4, .4• Nta. _ . . . • • . . '.... '...;.-.... '.. .••••• ••••• ...--. ..._•.--- .. sit,t41------: .7,...:-.1 i !'f7.-7-::, • ,...1.:, 4....,,.. er R.,,....IF' .T:•-.,.•`' .e. •II.5.... •..' • • •. • • • , 5.- . • . ....s' • • .z„-.1: -. .0tAff1-::;111,1'-i--- - 413:41Eir r..44:4T,:p4 ? 4 •ir,.„_ .. . .. . . , . • A k,................ ,. :3..t.-41... ,.•-,-, ..30,3,.....1 • .. ..... - , _ • .1 ..i... • - ::::.......... .. .. ..-., •.:.. ; :4. : • i i I i . :..• ;-.,-: : .•:' i : .. DIRECTION OF STA ..- i..4...14 t 11.-..... : .. : '`. ''. ... i q•2 :: : .: :...* •ii;.,_ 1/ 1 2,1 PIC,— ;l•...............''''ir..VV . .• ili2; r•4',,i --1,--,•••,.. -.-.•, !.-,,..-.4-,...,;,--. l'50FIVEY CR 29•\ :1:4•8 i.: r, 'f. i. ,,9'•9,.. /.././in....-..,%6.....A... i. ,,,g,.4... -••• l', .:7'l'.0- - ' .....,-..,-,,,,c.. ...it. . .,N• . •., , , :•r ::, :: :, • , el ,. ', i , • • . r M 5:17 is'I/1.15I14' ' • • .• , 1 •• ff.:T.-7,--7-4-4. ....J411.10Ww,MIC•11‘,--. ..1 .". .* 5N.I 555ZIO ,I.. ditalcuoss v, . : , i47: • •.:,48 : : :: : •7Aq''. , Pr'_ air,4,1': .--..,-a, A -ir••tam.,2zi.trag 7 7 • . . . /Ze/' EXISTING STRUCTURES PROPOSED r •. • . fnifieel,WW; ,. .,................. ..4..,.r.:1...,. : • • CM. . . • . • .... .. - .". .. ; ONW1.01,5• --,,, ,,—,---'-'''''''•TrAi Colornvolve (0,,CAEFE ,,,,,,,r,f AREA OP OPeellildWD, MIDI,morn It I 3or 47 r eii,,Mar...Le e9b Alb Begin el itige , I \%.il•et..iierj.3 • \...Endra ' .!: ... S—E Int ESN 1 ... . . 8 dgi HYDRAULIC DESIGN DATA FF.End Beni I 1 . : • • NOTE Sta 47+10 98 .P.9,..f.71498 ..'.. ...FFERV ErttliatIlt 4 Sta 46.335.98' •'`. ••••• Tne hyaraw,We...t sham far tra'a,puartat...poxes arty tatstiruRe tar Oa*0.3Otarges.4 nat.,surface ....... . ear,atm werfel:Tay..04.,•40.0,an,Wren... T.,4454.5.05 5.360•••,••,.;•••1/••,1,...•,,,,(.•,••••• i e:. d•t<•••••,..,=,.•,••0 0,+We wWww,wW .551.14tasnems 444.. ..40, Pre repamel to estapata these fwters . • `..,,, lant rese,Ceol hydra.,Oats tt attotattag II change,parttodartr antacHaftt paaPateas 1,33,3,4n.clw,w011.10ww, .„•.•-•... %,,..i. . . .... .',.. .b.,,1 ru,OWN.• Users 0,en.dala a,...maned apa•.51 ate....10,4 cl pr....0.00..40,4.vb..40 .2`-''.. ..,.•I.. I • TERNS. .• . ,_ 1. . • • .• _,__ Rem,1,0” 1.005.1 Ws azwee•.N.sWeal...,a(.0..5 545,.... , . . . . •. • ••.. 7,, ,,,,,,pittap uaa a 1,,,aaatat aI afang eat...alai 0,404 wren,ear OW vem fresuen. , • • . . . . , , .. • •. .. '•, ,_ thefenaping Pa.. Causer taw aro the ni,,,ww,Ner a 4,11.044,!rude af thrte e•••teapppra Wag.14,....,5 • ' ' . • '..- BRIDG &roost Fl...1 T.nu,:'eve,tfat..ao.nredrr.e...,...Htm=k.9•,n.n.,,,ca.4 E NO 034179 , „.. ,,,,,,, .50.41 elan Tit•,, •,3 NtW fr,e, F.....j,Ii. .$fey*44 lOPPPO efface ft000 If.:MOW 014a4re5,'woo , Stn.Rev.v0*, 4-54 541 1 . , , . 015.,MAIKI.,(art ... PP., to 330 10 MI , Men..vE1W,C111 Ms; 0•4 .4 5 5 .54 2,0 =Vic?,;70,•4I SCOUR PREDICTIONS FOR PROPOSED STRUCTIME DES RISES A8706 .._... — WWWL fawn fav•IWN — . — — re,.WWWWwntww Wee re. *MST US: yr •PIPPr rase 4 PM la WIMeen3 sac um,we Staatt MT ,RE4 to I 2.311.... ?NO ig, .$00 24-wit.5.10.411E wwwc.,Pia, *VA I W.Offet WWWWe 04.5.Pt SS Ma —.....2.7.• 4.1.2• _ 0 - '1 -1 " '"i 1 t _ _. I - ,., , 1 - f. • o ...._ —,-- t PPM IPNOOP•Wel.45•35 541 HYDRAULIC RECOMMENDATIONS Etta aRtrAP sr..*ado,. 5148 AVOE 9 I I5 .1 I .... "1-..,,,_ , ', ,,, ,f-•2:r P:CP 3 UPAPAPCI 35a700+AA,1404,I 4541.9r 00_C 3.981001 08 DWI We,5.45196'2141,,.,,,,-05,,..._- 5 ::, `,., Q • ... ..; 7, ;,. .. ,- 7 i 7, 7 e ... 133 l,l,V*04,1FAUltre 545,i0354 5011506 EAE.raut.E EL Le-... 060?t0*,10+0 pep>at*506260 021- 7 ",' '""'"."' BEG. xXE era ea,GE MIR. , . -,,20 0;UM 03'904110 5041555E 0,35K 260511 WI,l r• ARLURATED.S9OCRETT et.a... [ . .a... -27 04 0,05 EadfleD 00,12.raw OW 36.44--..... OK Sfrkaart Irot Nag,05,3•41.21 ..e 41 PP:, —2,PPCP r;il13..,'.6.17,.....7,/,.'.. LIND CP PROEM.0 WWn•W ...,.. — VIVO'S .: ....,..Y• s C •: .1 Ir '., -,036.,,,,,',.nr'*”n,86'50.32''',0 5.U.,74a,a.f.t•effi-....,.,ILIERV_IND..!0,903 014505605 • i Re... ww,{Pe,ELEVerignwoU 7 14640? 147400 148400 I V1 .1 9,Z10 •Norz FoR.54,W9£.54,0-1045 MC.thrESION£2511510916 3681106 leRea Il*W1106 68141.5 TRE IV OF 1,42 • '*• UPP51954 311333aare 44 47 4 49 -40 012130+_SE*411 .WNW et .1 3' . ... . ss fCARDNO,INC . • ii.0 ,...44... 5 ,:,, 00"'"081051764'" ' BRIDGE HYDRAULIC RECOMMENDATION MISET DO PPM P.44 Ita0 sunT 3e0 Caw...IT or,sule.33739 ::,;(d,?.,,,,,r(fg. °P.CW• 74&rat._.,,,,,,,,, "..07=err':;:11Ww,wwr f;r '"'" CHOKOLOSKEE BRIDGE T.rfsw.-33:15 " ' 41 10414--C--7' G7.7 lova..ow...• 'ro"„ :Z. ''" n.r.6.0).-.7,7 WWWWWWWW0SEI, '........... Piwww18.39,SE-19.? f REPLACEMENT • 38-38t" UUSI SAVINGSINII IATIVE(CSl)to the CHUKULUsl<EhbHILIGh HGPLALhM EN• 1 'I 24'-r6- • R surrey 4'-51'! (Coast.S'PEL IIffr * PHASING NOTES NOTE: Existing Bridge dimensions are approximate. LI i...W...... f r Existing Choholnskee Bridge Beep,sp.j 7-34" 7'-}f° j 2-3$' 7.3%5" Pile Spa.I 9'-94" 9'-gl§ ( 9'-98i 7-0' 7.B-J EXISTING BRIDGE NO.030161 24-4Y' a-loth" L-Stror;:ire Removal T1 Remain Install Temporary 4.74' 13-0' 13-6Ys' "TSP.K'Barrier Wal). lo'-o" Work Zone Shill traffic lP single lane. Lane Remove eastern portion of superstructure. E Coast.&PGL - • .''fR� ..._ r I • JL___._alni- -- 1 14-1•1 i': ' 1 1 I, i. 1 Beam 4 Temporary'Type X` PHASE IA Barrier wall (Anchored)ITyP.1 . {Const.&Psi EL 72.4(Mtn.) Construct eastern portion of new bridge. B"En Install temporary'Type Kbarrier walls on new bridge New Bridge . 13-0' .0` 7-0" 5-0' 94' 1d-0' Temporary'Type X' 111 Lane Barrier Wall • (Anri+Pred1(Ty,1 • Pedestrian/Bicycle M. ,�^ Railing(index 861) Y.aa.Existing II I _ 4 ri�� ' . ell , �� 9'-S4"Beam Sarin. !!Iiit]/Is! 8-4 ,. PHASE 18 •N5l ^'r, 0 65632 � • Bridge No.034179 BRIDGE CONSTRUCTION SEQUENCE( 1 OF 2) ' • ` nNmb2 wu . ][ 65y ,iEi lDg mes Sennwrw. CHOgOLOISKEE BRIDGE IFISU xmw.raa .PLu 131-4n' '"s ✓ "°w(2391a2^1152 REPLACEMENT aeroe eeoaeooaprois 1 kaa a_ ''.A" V 10' S-0hid 2-0 10 COSI SAVINGS INI'IA1Ne(CSO tar the LHUKULUSKELHRIWE 0GYLA1.0M[NI , 10.0- 5-0" 917 � � Pedestrian/Bicycle PHASING NOTES �� il RaN (Index(lod8es B61) (Const.PGL Shift single HM o/tra//;6 to the New Bridge. t, i r Remove the remaining portions o/the existing structure Including I�ri_;�-.5 the substructure and Piles.Existing Filet beneath the new bridge Vpr,/ //////��//////////��Lr//p may be ant off a fb below the mudnne. 3I'-9111 Renews)Rembx0/ PHASE 2A 51 20-25- 23-9 jnE1,44 2 -2-01 8 ' ' . IIIM Pedestrian/Bicycle Traffic Railing Rmling!Index 861) (ndex 4201 l /BuOer RaR a l �� - Construct the remaining portion of the proposed bridge. I151111111= b q 11 S-I)S• 1-55•Beam SPacin, P-1051 3-3 5 5•a.P 8-6"=42-6" /3-3 1•-151 Pile Sparing PHASE 2B 1.65• 13-4" 13-0 -01 20-017 Work Zane (Olt.&001.--1 •••• 8-2- 95" Traffic Aml;ng P4dettrlan/Bicycle (Index 4201 ( IX7nsg(Index 861) Traffic Railing1 t` (Index 4201 L A 1 w/Bullet Rail 1 Mir�� Shits traffic west.changing bark to two lane configuration Instaleast traffic calling. Remove temporary barrier and anchor bolts.Refer to Section the.Bridge Sheets for details q q q q q q 51-0" 0-8W- 8-0' 12-01 II-0' 8-0 8.2" 95• Sind Lane Lane Shid Side 0410 Surrey 4.5y,^ Const.b PGL Pedestrian/Bicycle Traffic Aa;/;ng Railing(Index 861) „Index 420) 011111111/ 1{I IIII ?Buffet Rail i � t t�� • \\\\�a�`E��r( ��±ir to!foal bridge ronripuration. N 5 N Y q IN IN q -v = Bridge No.034179 AF OF LL \ sit/T Cy`Z ^ BRIDGEOF ) �„ . RN... CARDNO INC �FS -¢! \\woao.r w.i i« CONSTRUCTION SEQUENCE(21 OR o. J s. ........_._ oo ewe tun e.w AMANDA B 1tEl LF'r.P.F. , F.�\1 av over ][.fees waCKOKOLQS%EE BRIDGE1113aaKw ru.naaurx piss .� a,n; w..Ft zw z B7-5 saoomx �ivwaz-araz REALACEMEIVT [.......+.----"` mare or.wrw,rirx.w sea 1 1 1 1 1 4 $1 1 ripp F1 LUPI SAVINUS INI HAI IV.(GNI}Ice the LNUIIULUJIItt 68IUUt HEYLAULMNNI \ �.,.,_..,,,_,.,,„,,__--„,,,_,,,,,,,,,,,,,,,,_._—— —— — —— RAY Line 1111111V; existing Bulkhead BBulkhestl� --. Begin Bridge Bxistrng Ct t47+85 83',' /r FFBW EnEnd g Hent t FFBW End Bent 1 �L Inter,Hent 1 Structure Ryp.1 r CT sta.48+66.98 Sta.96+37.98 S•a.9]. C.” '?::::; 3r H^3 SIA 98+5723 -,1 I III ® - ,v i i :':, t 8 Const. FLAW :Items 6 \ bPGL I 1 Stu,9639 3 i';:„.D. -6 @M o. :47 1 2 ., em k 1 48 I a u,- 2 _t m 49 t .- t 46 .� .. 1'. �. 3 3 8-2 m _ 3 N�9'la A8+99 i .w4 ..4x.. �� 9 13-g Critical ritic lT W BTI, • •Direction o/Btatlonirg� > 9 %® a 2 c e Z. • Cr7tica/r p arY „ s - a l FFBW ... ----• Y Sheet Pti A !TW-1 "��r1 Piles ... .. A 5• c•-FFRW Typ.)- - t t 6 6 E Piles fTYp l , 1 _JProposed Retaining Wall W-2 Aetaln.ng Weil W-t P e _.......... .. v.II //)1 ffBW 1•-D, PLAN r-Rrn:me .___— — Legend: O 29'Prestressed Cont.Pile ■ 24'Prestressed Cone.Tee,Pile \.011111,1110, '' existing 12'Pile BEFf't5g4 // `�\ ,-C,Gekide.,Fp�, 0 SPT Boring Location o£- z2 �J Vit• J .1 to. Bridge No.1_03 4179 / S',y „\ ]• .^� ....c ,cr n FOUNDATION LAYOUT \ /...1.. ,..,.....,. �CARDNO•INC 'WANDA i S s \ _ rk w. LI!Mt h.Cf WO ANAMDA B YFJ FY/PC's•FASL \�• 3 .,1 Nc:e•.-.rorc- ._1i4— w I IENIN°ca.e.A 15.a: x .. .,.„ ,:'a:1is s.; +ma 4 eaes s r essm o-x:� CHO%OLOSKEE BRIDGE B7 6 r tee IMO a.a ............. ne'Mr"°"'"°�r" .✓ FL l+... Y ` Paw».rz.,,,,x_NYz RF.PI.A/.'F•r!lF..NT /�iiAivx:ri�a wraxrs.rxa`:o'nr",•a. � • COST SAVINGS INITIATIVE(GSI)'.for the CMOKOIOSKEE BRIDGE.REPLACEMENT........ I /j..� ... _. . .. ', 15 r.m.,. !E� - BORING LOCATION PLAN a��,— —� LEGEND D ST .n.-. • ....Iii ... ,. -;,:-., . . . .:,:. t . ... ;, (sq-sv).to sr "rn am ri.I/i'+summa PMN surf sx 41,.....T eaa 0 . MI.EMS MTET ME S50.140` LOON. 11-103.''''' n11 (su).GM,aNwnr CLAMS.a.n"Nc sAND ,______,..,,,, ,,E;:i.s.:63,.5_,____., 4ODM 55 '•-. - Et 00.40.01111 Urtsiaa ♦ A M M 951 STABOOND xa a45 ebexD NO. e6 WM WE51011E fRIiM..N15 STAN.Na.I auiw NO 140.00 1111 51 LY OfSCT S LT. Ue1D0[ }s3C32rT N NGC 2510'2O50-x IONGInR 5172'55.10'a LLONGA. 017212 IC x TE ELEM. I ] 1 &Am rr 4 e..3 1'IPEr a l ] a KIEL M. TIPS 6 MG CYE rs CM 45 11.11/ a.Nr. MUMS TO TNF lIIT ES 110.05 NOGrz IaTI,DE 25.50.2b Sr x M N fM T RKKIMTw LO1M11OtE !122'5115•e o LIME s OTa'ANY"ORO) n 04.1 i s n A X91 _ MI mL MICCC VOMIT M MC am x•JIMA r_,Do-Ts 1---,:n' SP/SP-M1 a ME Of NE CYE 15 a 11 Cnp_,y _ O WV Hr NOM FON 9[NOfS o r.__91 - 4-LOSS O QNOlxabal(s) u= �' ;(:r t ,aa.la I "�:��-.I b[ ;,,i • - ,a II IID yew N i;III + I-'°°_+n(�� TN I'I II m sro M•5 N.ssaNG NO MO Serf(S) 1 = N �]'sUt III Su `.-�ry_� sr VI N.NANxp.•Ms1LNE CONTENT(5) - n_a. ll I ?_sr '77... LL LIOOm.MMT(42 _ ��!{J. s. 4 _ -y O MIC-53‘ sc so/r _= 4 M.Nmolr MOP(4 O - ss fGt: _ livxOWATE VT At.LOC ION = NAel _ a1 _50 = _ s° __ 'O g 3 __ Te = _ 4 F e�wlNrAL rmm41.-Jas, Y£.MAFD 1LESTOr.5 5Le5INON1E- ESO["Nr aDGre1MS • 35a _ 'O IME"smuclPi aM[xuT MORE ME = v/ _ ..,wm urtsTME aOn C4 1A = a sm Haus 40 --_ 1D - — . wnrtss: i-s i PPS w.T6 22000 ITV MANMED MIESIme so/e' ID ao 8 WL: .-aa VN. T) T1=-- /y9 m�wuN u.maus- vl m 1 — 1" may LOOSE • LEM MAN 1 _ '° qqq��IYY9 wn. 5 =_ro 4-10 'l S Nt % 1�DD. "' - %EM DENSE NO-s0 = DOME VERY OEMS MEMO MAN 50 1a 50/11 ,a--:NEAMENCO WESME 'ao ala NN Mrs SPr •Cltr, 43 sal 2-4 C 5O/I• xEAMEMD BNCYNSE 5111: E-TS �� eGNxO twmATm s ea s c im a sim. 535°1 serf TC-IC MAN sl 3052101121-I Ei Y FL£Y.IW-fa5'(row) Mir 6EY.111S1-Poe(NOW) D -.m= eswlO TGNNaRD O r.- ,....t. R -,q E. thP's T ♦N rr,Oro...... LIEYAIgr-Torr Pww) ...1c r w. 1--- '-'s »- "�'1 MUM am ffigi s�ioiuiu*0 axru e1MD1"'"Navrn'N"1ri COLLIER COUNTY REPORT OFCORE BORINGS rum.11.Ma, _ ‘11 1. ME atirrtrarlarala=Dma[.... 40Taer Oa- in Q b Will ORa nlDxotnvaE 41,1.1.0 r 81-1 115 4 P.M:Mo m.raft; lic UUSI SAVINGS INI I IA LIVE(551)for the UNUKULUSKEE BNIWt NEYIAUtUht I N, 7eeS OM o3113r2O1e PILE DATA TABLE INSTALLATION CRITERIA DESIGN CRITERIA PILE CUT-OFF ELEVATIONS o_ FACTORED ¢ N L. PIER PILE NOMINAL NOMINAL MINIMUM TEST REQUIRED REQUIRED FACTORED DESIGN DOWN TOTAL NET 1SCOURR 2 w :t SIIE REARING UPLIFT TIP PILE JET PREFORM DESIGN UPLIFT DRAG SCOUR SCOUR SCOUR 1-a O a PILE I PILE 2 PILE 3 PILE 4 PILE 5 PILE 6 REor NT RESISTANCE RESISTANCE ELEVATION LENGTH ELEVATION ELEVATION LOAD LOAD (tend RESISTANCE RESISTANCE ELEVATION 2An S NUMBER (In.l (tans) (tons) (ft.) (ft.) (rt.) M.) (tons) (tans) (tons) (lens) (re.) O a. o W 1 24- 223 N/A -39 62 N/A -39 167 0 0 10/4 N/A NTA(e) N/A(81 075 0.60 8.5 8.5 U.S 8.5 8.5 N/A 2 24' 272 N/A -45 N/A N/A -45 204 0 N/A 35 0 -17.6 -17.6 075 0.60 8.6 8.6 8.6 8.6 E,6 8.E 3 24• 272 N/A -45 78 N/A -45 204 0 N/A 54 0 -22.0 -220 0,75 0.60 B.1 8,2 8.2 8.2 8.2 8.2 4 24' 223 N/A -40 N/A N/A -40 167 0 0 N/A N/A N/A 18I N/A fel 0.75 0.60 7.2 7,2 7.2' 72 7.2 N/A Factored Design Load+Net Scour Resistance+Down Drag S NaminM Bearing 5,5)01an[e 0 TENSION RESISTANCE-The ultimate side friction capacity that must be obtained below the 100 year scour elevation to resist pullout of the pile (Specify only when design requires tension caPacttY). TOTAL SCOUR RESISTANCE-An estimate of uitimate it side smi friction resistance providedby the s[al s NET SCOUR RESISTANCE-OurIsti rateprovided of tultimate static idl1/friction by the sod from required preformed or jetting elevation to the scour elevation. 100-YEAR SCOUR ELEVATION-Estimated elevation of scour due to the 100 year storm event. LONG TERN SCOUR ELEVATION-Estimated elevation of scour used/n design for extreme event loading. PILE INSTALLATION NOTES: 1.Contractor to verify location of ail utilities prior to any pile installation actNitles. 2.Minimum Tip Elevation is required for Asiel stabitity. 3.Na Jetting will be allowed without the approval of the Engineer. 4.When a required jetting elevation is shown,the jet shell be lowered to the elevation and continue to operate at this elevation until the pile driving is completed. If jetting or preforming elevations differ from those shown on the table.the Engineer shall be responsible lar determination of the required driving resistance. 5.The Contractor should not anticipate being allowed to jet piles below the 100-year scour elevation or required jet elevation. whichever is deeper. 6.At each Bent,pile driving is to commence at the center of the Rent and proceed outward. 7.Instaii PIime Orivfng Analyzers( 401 on all piles.Take cont/nous dynamic measurements during driving of all piles. POA shall be performed before grouting oP0nly. 8.The End Beds are protected by seawalls.articulated concrete armor mat and sheet pile retaining walls.Scour Is n`Wleitmte0/1j,, 9 Temporary casing Is recommended for preformed holes.from grade or 61MW to bedrock elevation. vt ,.,`1*'G`R�r / 10.Wrap piling after Installation.from exposed grade to bottom of cap elevations.following FOOT Standard Speug4.h a39. '•,ley r See dd tional notes on sneer er D e5G3z7#,! _ Bridge D.034179 • --. 1 -------. .,.....1z. CARDNO INC ......... -....-...3p Y�/r r rkwr arfn ..... PILE DATA TABLE J . Rater h Ceder c _... ........_, sm PPM Put afro ANs80A B.AEiLEY.P.E. .F rr 6 "��` 1l eat Nmnrrxnx. ire ....... y F '''y las sa,m.'drfevoeOrNv CHOKOLOSKEE BRIDGE ` ret.MM.,' �...•..•,,, 861E / Nera.FL RiosEVi252 BI-B 2��;�/uPati-�»�'A, P+w..aasusz-aez REPLACEMENT CEarrc.P s.vr.au.ra�s 1 1 0 • .,.r I now naT,..n.ac„t.M d".a„a.e rtc 3,.ce—,",euao..ur \ / 545.d'Vj",A 4$' $Yp W3 4 Spiral Ties 6'pitch,full length 5 Turns di r Pitch" N ��-� S rams�r Pitch 1 r 9 ®I® co r Pi[[h t Spec)Tie r I 5 A—1 I I”a■ ® ® Q Pile Spacing {{ \ \H i i i \ \ 1 \ ! CO { \\ ,. . . , ■, rime Dt 12 i...�. -ND.10 d-Ne a Bars i '', Dgwels I I-all length) I 4 Pile--J I 1 1 1 1 I I \:)1 i I SECTION D-o (5ee Nandrivable Unforeseen Aeinror[ed Precast Pile Splice Drtad) W3.4 Spiral Ties t'0 3'Chamfer(Typ.) r ELEVATION A--J5Yr OYj'A dg^ 5Y-- w30 ee See Note No.4 on Index No.20601 spiral Ties 21" � r�11.11 (d)8226 9 ®I® �. r(P:ie Ty 3Corer Ail 3'Cl (Typ) ry b„ ' STRAND PATTERN h `pI - Y/3.4 Spiral Ties 24-Yt-O.Grade 270 LAS.at 31 tips 12-No.)0 Pr. Prestressing Dowels , Strands (Plle See Strand SECTION E-E I (5ee Drivable Prestressed Precast Pile Splice Detail) Pattern SECTION A-A 930 8• d' C i Spiral lies BP26 12-No 10 Bars TYO) 3-T' tia-c long) 3-T , I (Shirt as required r.. .,--,. . .7 le clear strands) ' _I ,...._ ®. €Pile NOTES• ® 9 T{over tej I �—ZO•Square I.Wort this Sheet with(0000 Na 20600•Notes and Details for (TY p.1 1 Square Prestressed COMrcte Plies and Index No.20601-Square bo ® O I Prestressed Prestressed Concrete Pile Splices. I concrete Pile 2.The strands shall be located as follows' �-� 1 Place one strand at each Corner and prate the remaining I1-No.50 PrN[ressin• ' I strands equally spaced between the corner strands. owels Shands I.------------Bond w/type hshv The total strand pattern shall be concentric with the nominal I epos,hare �`�i114U11U//2j4 ete section of the nein. [PileJ LI u diameter per �♦`♦A, tIGERDN /nrjt)11 8P26 Dowels atter pile is;Oaf ad and Cut-off elevation SECTION F-F manufacturer ti d,.y4CE/lgE:e. Wed. (See Drivable Prepfannetl Pile Spike ONaiU �_ recommendation �• PILE TOP ELEVATION �'�' .... Bridge No.034179. �� .ja77_ 7 ..- STAT�EOf 4/ ( \ 24"SQUARE PRESTRESSED CONCRETE PILE / ,:...,...... ._....,_. [CARDNOC r co%r`: amw.,=u aao-w, l Na87-9 09zzmss REPLACEMENT` / \ j �__ • • • • 1 1 • ... . 1111.. " " _ .... . . _ ,.... .. GUS I SAVINGS INI I IA I NE(USI)Its the LNUIIULUSNtt bN L.E 11EYLJALLMLn I t Cant.&PSI 52-0' o I Phase-5'5'0'24., P9+50 N i% Phare 1 Phase 2 a 5)2 Steel Sheet Begin!fridge k. I End Bridge I 1• FFBW End Bar.I FFB'W End Bent 4 0' Pile Wall RYP 1 I Sta.40+6098 _1 3-P Sta.46+35.983,4, 6001 3.4' I 6", Const.Joint RYP1 1 1'-C 1'-8" 1'B"P-8- EL E.y1 . PFBY=� . EL.R� . [ 9s0000' -1 I. (BearingPles I •1 )1 i I I EL.l l I. 1 -_-"i` — f4 H.! y tr ' • 98'8080"41 ' FI.B 1 `-EL 6.C EL.0,A Jz I 3-4•' IT-10" II•-18'1 3-r II'-10'� 6_g- ) 2-4'S" I•1' `i'."51--.€Beam 5 (TyPI I—Q e am 4 I--(Beam 3 - I--f Beam 2 t Bear.1 I1'-6' 5.219 Beam Spacing 9'-515• i 9-8' 9-B.• f 11-6 11-6 '4 Pile Spacing PLAN Reinforcing steel net shown for clarity 6-001 t 4-0• 4-81' 3•SVA" 6-001 @ 4'.g• 7-V.7-O' ' 26-5P1811111111 fEFI,�7'-O' I'-2i5' 25-5916 1E91 St I'•0" Trat/!:Railing t[mut.&PEL Pedestrian Railing 11 ELF 7"E,,,...„*. s Pansian 6010,101 IT 11.1 11 r Expansion Material(Typ.) Backwall Outline of Approach Slab'\ ! II 1 1 6001 RYP.1 Crown lir 36.FOB4F�estal RYp') f Itt 1 1 17-Const.Joint EL J \L J7y 11 I A4E19(EFI� '---1-"+r EL.4.N I. 1�' EL.D.E I'•1 _— �' EL.I f C IWIL1L 11_ 19155)I.r �tpi EL A - !a �i3 l�I1it�11lItIIi11E " 1 �rtt� -��Ju� ee,I Nntes: 4913 1i1zf—F4 �!�, •!`K Ik 1 SefSt to the , BMA Details o l4.'�J�-'sI UL I �'�S'��_ w � � 4Pts Shaer for lemon A-A,004 15 '.��:�.�..=•--3g _ 4916 4976 ISIMMI�1MBSW\�y��tEINMNS\�� _AB a��7�li1��lU� I� ` 21 Min Lap Length: L-8904 1-9•For No.4 Bar Steel Pile WaltGRY➢1 •910 I `-5906 8P0Q4 II 1,�, Threaded Saban 24 III _59003 8902 -6912 3-7"far No.8 Bar Construction system by Dayton 5922 6 5909 Joint Permittetl Superior Corp. 1 Spa 5 6"(Typ..@ Piles) 22 Square Prestressed 1,,...r� Cr"i Item No.050 D8R t Pile 1 t FlIP 1— Concrete Pile(Tya) t Pile 5— t Piie 4-� t Pile 3-• couplers for sP11ce p/ I 4'Min. 6 spa.11'-4'1'-4"_ •; eA 14 Spa.5 2=T-0' 4"'-3 /cngltudi501 bars. P-37•_31 11'_5'7'-3 7 spa.@ 4"Nin. \\\1 pa spa./n Patrsl f o 6"Max. Cir. CN. @ 6'Mai \`\\O•.,:-Z:S. 8J I en files 3 6 4, 16 SPa ap 6'=a'-0- ti- f-P08 spa. C6M3�•, t/.�iks 4 6 51 (SPOB spa.in Pairs) Pairs) (5908 spa. ifs' •a ITyp.between piles I&2.and piles 2 b 31 in Pairs) D _•�2 _* *= ELEVATIONB No.034179 �'0 €nl[Bert 7 shown,Erttl Eenr 4 o➢Polite h 0,Cheekwalf 6 Bridge r3d,ale shear block reinforcing steel shown for starrty 1 e i' car..cdur c.e.mL / END BENTSROAST] . ..e P .,,..,m...".. CARDNO•INC i�3' Om. kweN..w+pr.,.ww1 OASg leo Fww,...wm 6r g+F NDA 8 XELIEY,P.E. wNr aee 9wmasnea� C ru,wn ,. __..._ - 11131-10 ] $ L�,.:n...ro JAN 1i11j*ryI..,$t a.r,�m.P,h. CHOSOLQSBEE BRIDGE09019arm •+�ow•FL>«J. REPLACEYfE_NT.1..POvmw:,zaa,2sz-anz¢arNGarrn wnw,z.n,Ww.,�a lici __. _-._.-..._. ..- _1111 . ...... _ 1111. 1111. 1111... i.Pg.1A rYd'f'ARI 4Seklua1)Tor me ununuLuaneenniwc rev FFeWen \ 3d• i-0' 6001 ff 4-0'�` I I q Bearing block b beam(tYo.l Bar 4928 600! 6, �� RYP.) '9."'W b 6 4 4 14019 or 4911(Top only) -a 4018 or 4921 R0➢�IY1 - 5018 _ \` 'Fele t4 Iritlial:111111111111111,1.3 a.S > a6 5009 t> a® -C Cfr.Cower Ryp-UNO! o® '• 8-8001 0 >svoa Yw I BP02 Rpa1m_/ 19c"Chamrar _, ,... - 1Vi•CHAMFER e __ j •7- I 1 a 1S Nax. 8.8901or Backwall IS'Max. 111../ �_h ^ Strap RYY.) ICCJIId[tr.NO) !iJ_!ILL yI IMO Eh ) y 7 F ITyp.DNO) (Typ.Exh Sfde/ _ N • BPOI or 8P 02 tw L', . BP01 or 8002 ' 4" Ryp.Each Side) b' S • f ! `- __t RYp Each Siae)L' Bars IPI6 C/r. 1 - Pixe 4i9 hole in the RYA) 1'-P 5-49(0 ff 9' J Place lhee hole dVj'C(tar- / -�_- (rp. (Tye.. dly Clr. 5 Spa.8 SI in me sheet pile -// Sheet pile for ears SPOB Outside) Inside) 4•Clr. 6.8004(8903: far bars SPOB 9fle Bart 8926 aro I BP01 0/8002 4013 Pairs Ryp.) ITyp..LINO) BP13 6 r) 8901 f6, 9240 Steel �fW/• , I�, 4015 Sim. Similar) or BPO)!. Sheet 0fle / �- 0240 Steel 14-sq.Prestressed J Sheet Pile 5•9' Concrete Piles Ryp.) 2 0. 3-9' PEDESTAL AND SHEAR BLOCK SECTION A-A I 5 9a REINFORCEMENT-PLAN ENO BENT 1 END BENT 4 SECTION B B DESIGNATION ELEVATION SLOPE ELEVATION SLOPE 7-4916(Ef) Beam seat rein)orcing steel not shown for clarity (6401'' (RADI" A 10.456 -- 9.233 1111 EL E.M _ 8 10.458 -- 9.233 -- EL.F,1 EL.0,G 7-oxp.mat. C 10.456 -- 9.233 -- ipp of Backwall \Top of Cheek Wall p 1'r y -- Bars 4917 r-_, Bar EPI btwn.04 shear 0 13.87812.371 ka (yYp) \, fTYp/ 4 8samlack b beam I'-IP n E 13.580 11.793 -- (fYam t RYp.) , F 13.851 12.511 SCI 41 4917 G 10.957 11.694 WWF 9x0 11111111111111111 11I� 11111.. v ! t 1 T� _ H 10.029 -- 12.614 - �� tI 13.758 - 12.343 -- (Sae Note 21 iii�� i.:1'■..I, §� 4916- -_- 1? OP1111- G I 14.189 -- 12953 •- /��1� aP i3 or NM h' lv K )9.056 - ]2.819 __ ::: 1O _ Bm 1' 11.014 -- 9802 -0.013 ...� ni010I�I.I El to',:`•+ - ® y _ L,-____ a =i e fTY➢) -- 1 h 4 Bin 2• 11.251 10.032 -0.013 ��', ��EC __ --I 1111 _ Bm 3' 11.118 9.995 -0.013 lie��l-,_ - -- IMIN I �r� Bm 0 7711020 - 9.802 -0.013 ■■ g ■nimmi r-q 1 6014 or -- 9.602 -0.013 :::IIii.---- 6011 i 8m 5' 70.831 Phe Steel 1: 11��11�� w, o v ,-- ' : •Pedestal Elevation at CL Bearing8608 5haef Plle ==0Ii 4920 \� T._ , 4•CIr. 4910 RYP 1 '`CA z •'0edestal Slope in Direction of Stationing .09555SNEttiME!!!!. MIMIC ��11��1�� 4 MT..UNOI 1 I_��lk , �1� NoSw I I.Soil reinforcement straps are to resist a 4 IearJ !Metal tarte o/7.6 kips pet Ipot o1 backwall 1r IIIEZITZTEINI )rtes INTERMEDIATE BEAM SEAT AND laterIseroke toad).Straps an to be designed and Piece ro note in the SECTS o,3h a111//i SHEAR BLOCKS-ELEVATION Provided by a Straps ere be d es0,w VIEW C-C sneer 09(for `�O'P0FA6ER �G installed by a retaining contractor. D 6914,6P 11,OP757„yp) ,; s.,001 46' �� 2.Welded Wire Fabric(WWF)W4.0 W4.0 sh.MI be (-end Bent Cap,Back Lyall and beam seal reinforcing rent shvj7�`r larityl •..1;t q.Prestressed tied to reinforcing steel. /No 6§632 ,co=to Piles fryp.) Bridge No.034179 f *'//vs/�Lf END BENT DETAILS ....,�., "CARONO.INC ��:941 -. -� r°mereawnt Oar`blan 2'Af#q (.% "° • sn eNN nN4 euro 'i P 4 r ., umrr.<rron ono,wa✓mema . Carl ILS.RM.1P5a �i'ry,,w��Nnvey�.: 1 S85,Z. ..Or. i CHOKOLOSKEE BRIDGE ) 81-17 rte.rz',.>y-711. re 7.sj�16t'wri411')N'(�\ k ms+ .r zsz-No8 RF.P/.Al.'RMRTIT ,�airurs a.NrraoaN:r:1Os ) J. c' COST SAVINGS INITIATIVE(CSI)lar the CHOKOLOSKEE BRIDGE REPLACEMENT \ 19..0'(Overall)............................_........ .._.,• < 2P-8. 20-4.• f Phase 11 1, S-0- Phase[ _ {Coast.&PAL- I{intermediate Bent Bearing Center g- / 0,0.47410,98(Bent 21 ITYp.) 3.1' / 5[a.47085.98(Bent 3) I {Beam 5 {Beam 3 {Beam a J{Beam1 {Beam 2-- I 1 vn 1 .......1 .l —=1 f l 1 J . I 11 ( (I - 1 5 :tet[ L - T .— • 1 L 1 _ `� [ L� I I I ,nT I {Bent b Piles 1 90.0'0' a _I RypJ COBB)( .it.-- i ! t I . r EE 6'-9 ; 6 (TVP. (TYp33TY➢3(TYP.1000) I Beam 0pacing 3-4' 2 Spa.ea 11'-6-=23-Ce ( { 2 Spa.@ 9-a«19-4' 3-f Pile Spacing 3-3 2 Spa.;,h.8.8'.IT-0` I 3 SPa.@ B4'=75'.6 ................................................ I 3-3-. PLAN Reinforcing steel not shown for clarity Top of Pede1t01 {Const. ear BIMk (Level,TYE See -_y r Sh Table for Elevation)-. b PCL 1,.. y.. 81,011 ITYF1 1 "' 51'04 1Typ.) i ConslrucT T lo/nt I 5P09(TY➢.1-` EL.0-,I 1 _ ( C lirypJi ` Permuted ryP? EL C :' - ' i BPB(, \I LTC bTa ' I I I )r)i � �OPIS ltY➢!. nnn t v'ti 'r It Sir .{jl C {f(I{r" 2c...iM1112fN {{� ' 1 , -a 81'82 I 1 8119-1��1 BP(8 7 6003: `8003 i 1.Refer a Intermediate Bent Details 6014 ITYp)-i I \(TYP1 BPD3 81'03 �M,^ ) 1-BPOl � -.4-1shoe!for Sections A-A,a-e. 1 Cans!.it.-1 I —II 1�J and C-L. {Pile I I {Pile 2 i Pile 3 I I €Pi1e 4 € • 0 Pile 5 (Piie 6---- 7.Min Lap Length: t 3-T'for ha,B Bar /-3P08(pairs! I'31 6" i 6- t p'-3'1 12 spa.(0 6•=II'-3"Spa.Bars 5008(Pairs) @ 8"«,•6' l 1 6-0' Between Piles(TYpI 3 Spa.@ e'..1'4' iL Threaded zplrcirtg system 1...._ ,.`�j0$ F�$F/�,tN w,,5004,4.0by Dayton superior Core. .. hl i►►" I4.Ke p ON / Item Na.DSO DOR couplers .........;,,y,-Lir E id Bk;..1;k:%. for splice al longitudinal bars. *Ili,/3W32 ' ELEVATION -oy Z1ear unless noted otherwise Bridge ND.034179 , 4 ..19ablock reinforcing not shown ter clarity MUT / ,,..,«,,,....,.« N CARDNO,INC iT 7"'' r"�' \ Wag/ ap' _ ... INTERMEDIATE BENTS / 1 .._._........ __....___.........._...___._ sn P.ew rraco ova /V- tc) )f) \ A 8,ELLEY.P.E ": xn,w r. / no J -__.._ tatrRra''''' /s`s/O ..-6'4 ° •• •," c°--- zeeex -' .rI' 6` .CHOKOLOSKEE BRIDGE Etat '"'"':1 NAL \t,......�.,.,... 's:2 T,wm.r""""'®, err s< 131-12 ru ns, r.> i t 111 .1` ^° ' £' REPLACEMENT ............. ........ ......... �¢nrrs.re g.vrxo ��b bA NIabIN, A,YetU..).-..en�e,o,,nen.,..,�._t�,.��''-" "N F • (Exterior r Beam r Baam (Intermediate Bent r Clr. i'-10• 3-r 1-10' 3-r 1'_10• I(rep.,IMO) I I I.expansion maler7N I,—(Cap b 6276(ry,d) 1 1'-8• I 1'-8' I between shear block Y &bottom flange(Typ.1 z0' 4I 7-0' .■. `�Y� 6 riremrC/rb EqI.Spa. l; 6 �I111 _ ' h ,x;', u — fiYp..UNOI ® t b y 19-eP01 or 8➢02 - L:JIII ! i ORB^ I�I ry l i r i Ira4Pi7(rrpl J T - �� 4• r ATI, I (Va..,) (Pedestal Rein/.) (Pedestal BeinU (rya.UN01 588293 8 6' i•expensien material (bars 8218,8219 sing.) BEAM SEAT AND SHEAR BLOCK PLAN between shear bock &bottom flange(Tye.) SECTION A-A Bae EPIC(ryp., (Exterior Beam C Bar 6216(Tip.. (Interior Heam Interior) 6714(ryp..Exterrar) IiI\ 6 c a Interior) /pll tn CPIS(Pairs)(Typ.Exterior) 4P11 31 r(Clr) T— N1 1 N a (Typ_.UNO) i.:III I ME_i_ i_ 6 NM __ _ _� 1 10 I.-(Cap b➢rlea t �. 41.'0' P.OI r lininigrall -O' (•-_ -1 4210(Typ.) 4210(Typ1 ,C. Topt o! b" MEM= 6• 1 )- INTERfOA BEAM SEAT AND SHEAR Na Beam seat MEETen BLOCK ELEVATION Bent Cap yn 11.01 �j�'�.,lUU� SHEAR BLOCK AND EXTERIOR BENT 2 BFxT 3 • 19-8v01MM. BEAM SEAT ELEVATION - — or 8➢OS ��r�y�8y�`�0r� DESIGNATION ELEVATION SLOPE•' DESIGNATION ELEVATION SLOPE** 'WWI189 1.1.1.111174 2WI111■aa:: lap of Beam stat q17.278 _ AII BSSt, c Top al Hent CaP T � � 5204 ? SIi��A�r1H10.67) - B10.7E1• h ( IS.2J8 -- C 11.836 ---yyIMI♦ BANS B➢0t or 4 Beam 1-i• N.183 (Beam 7-1• 10.781 -O.00s Z ��'==e! PPO2(TYp.) C Seam 7-2• 11.413 C Hawn 2-2• 17.071 -0005 �I 8226 `o L��im�I I (Beam 1-3' 11.377 (Beam 2-3• 10.974 -0005 C Beam 1-4. 11.183 -- C Beam 2-c 10.781 -0.005 r.0 '�� Sr arcade B am 1-5' 10.970 — 6 Bea.'.3-5' 10.557 -0.005 �e pres[reed 6213 C Beam 2-7' 11.179 -0.005 C gram 3-1• 10.79 -0.013 (TSP.VN01 3.8203 concrete pile 1(IIII( Beam 2-2• 11.409 -0.005 C Beam 3-2' 10.997 -0.013 zr square vresrcel'{\l. 1///T� �. Ca trete vile - P..---- Rt!. X42 (Beam 2-4' 11,179 -0.005 C Beam 3-4• 10.757 -0.013 SECTION a-8 `vl��.-0.etie-E.,„ .. Bea seat reinforcing ,JEW C-C vT ,(�l C Beam 2-Y 10966 i-0.005 C Beam 3-5- (0.568 -0013 steel of shown far clarity End bent cap and beam seat *; JD:" _ •20401101 Elevation at Cl 8ear,ng reinlarcing steel not sMwn far clarity - •. PedesI(5tope in Direction o!Stationing(rad) Bridge NO.034179 ��_ Calm musty ca mM / « �;�Is..' .., /�-•"QH• i"___. ' pNl,1,,, INTERMEDIATE BENT DETAILS am 000 eucc acro MOMS 8 s S ORID I U� wv w:nrawv.� ..._..}...._...t......._....__........__ mart m $ NAl SPA wrrxxra.wn. CHOKOLOS%EE BRIDGE ucanaren,roan.suss �'--.--.-C°w"= 141 imarmeass ea.11101.1.1,174 No.an i I t•+tson .+n.+e, slliltt Pt"""a,"rrsmuz-aNz RF.PI.q(`F.MF.IVT I p,, 1 ~q UJI JNVINuS 1NIIn11Vt(LJl)TOO ane LHtmlVUrOntt OHL)ut ntr,,LtvntO I N 57-9 (Out to Out) 17-0" B-0" ' t_6, 9-2- 9V7 T-88/ 9-0. Lanene Lane Shoulder Sidewalk Curb E Const.6 PVC 6-B` Pedestnan/6yryrle Railing Standard Desk Crown (neon 66)--\\-, Traffic Bailing(Index � Trait it Failing (Index aJ Bullet Fail ,lMea 0201 '^ �• (Index ell.Post tl const.Jacor T! �1 IL �r Slope:0.02F[%ft I 5lgee:002 Ft/Fl TH '1—el . 1 aark C ! Thick(Includes �! 3'(1.00) Sacrificial .c) Y=Bronv ( ` ThickneSa) 7 I// • III rL Beam 2 },Dear.:3 f Boom o- .- (Beam 5--, •i Q Beam I 1 FIB 36"Beam • • ' I 3-FIB 36Beams ai I1'-6" 7 >2-0' 2-FIB 36"8eams 5 8-8'0 15 4' 0-5h" 5-24` Phase23-9$- —1 26-20i 2 Phase 1 SUPERSTRUCTURE SECTION 32 "' iVATIE ne•1 l Bridge Na.034179 i O., IFZOdb ]LrTO00 .-.., /// 70u� .. r°""'c"'arwr.�aar ��FEY✓ ✓�Ii�1. Hl av aa_ SHEET ;�•rDe PM jizu-ur. 1 i 1 i 1 1 1 _ — ,, 4 'i > 1 Lip COST SAVINGS INTI IATIVE(CSI)for the CHOKOLUSKtt BHIUU0 H0PLACEMENI \ 52-0'(Out to 0101 ................................� J"-' 3" 23-5503 5 1r(Top) 9y- 2y- 73-503 Mott.) -, 9 Y'9 45-5503 5 6-18011.) .�..+...................... 57_5503 6'fBMt.l • C &P 1 Pedestrlao!BicyUe I 6,.g• Railing Standard Index 86) f 1 1 t Traffic Railing. .....................�' 6502 Q 6' (Index 0201--‘ •Ar _--Traffic flailing(index flop 6 Bot./ � 4201w/Bullet Rail 6501 P n� (lades 821.Post C) ��` Bars 5503 ( Deck Crown !R (Top S Batt.) eft t- MI/ Const.JO �ii .!' • t "''� • Slope:OW Ft/Fr Slope,0.02 Ft/Ft - -_ (Index 0101 P — — .� - ',----L- '� 4v tq Ir ir'— 814 Deck r 7 5503 ,`t - (InAud<s k" �_ '��.... d-5503 t (Index 8611 .nd x Sacrificial Mm.taD Atodilied Stirrup 5503(Top f TN[kness) Bars SV 3r)(See &Bottom) tletail Delaw) 2. r j ' co-. ur. ": (Beam 1-- `—FIB 36-Beam — (7y➢�) —5 Hear..2 [Beam 3---' 5 Beam 4-- C Seam 5 . ; E ' • 9 2$ 1P- 4•B c _.........._.. B..._ r d_5$ • 20-2W . .............................................- Phase 1 entlICd2 u/ar To Bea Measured Perpendicular Y.tasured PerpeMtcular Ta Beams • SUPERSTRUCTURE SECTION Traffic Wailing(lodes 4201—•,,,` ..-- ....stir,,,,Bars OP Morar 11 i.After removal of Barrier Wall,remove anchor bolts to a depth of/",then repair ,,Threaded Splicing System deck following Specifica'on Section 450-136.If Dohs are removed complete/y. .Modified Stirrup Bars SV / By Dayton placing Corp. refer to Standard Index 414,cage 5 notes for re0air methods. W Threaded Splicing System••�, f/ / (tem No D0524 OBR 9P Mao.Y 1 o Use As Bars 5 01 Mad:/ietl 2.See Otaphragm 001ail0 for reinforcing steel in diaphragms. '� SllrruD Bars SV �I (Required an Grdg¢deck 1� and in approach sta6s1 ;< 0 i Witt/ � ,..,4'..\;.,,.';'61 - TRAFFIC RAILING DECK CONNECTION -` D&06 WITH THREADED SPLICING SYSTEMS ti Bridge NO.034179 1 -4...Co 2 U'. '.'.. Wier are.0 _ -.---- ---- --- CARer NW D INC �A S�p"'--�-'-,4� e'"hwent➢w1,tM _ SECTION THROUGH BRIDGE 12 D_ ,,,0000,. , rn�^ i n.:.«wc, _....._..... %W / "a.k tli61,rP' ., c' �t [lpaf Mwe WMwrr� .. , "w r5,,mown 0010 , •-r•••••r:91 AL t.t�\rI c,---, ra s.,m»1.,e ro.ma. CHOKOLOS%EE BR/DGEF BI-1 J � � _ _ ................._. ...._— ru.vatsa vas e.r:.r..r 4sd:�Jt1 4;4 cr+:M..n...Owa amr...ri x0r S Prene:123ata52492 REPLACEMENT 1 LIVInr.re ir aurin uanv 1pMK i \ J\ I 4 " COST SAVINGS INITIATIVE(CSI)for the CHUKULOSKEE BRIOGb KEPLAt NII N 8 Equal Spates 8 Equal Spaces 4 Equal 5paces aEqual Spaces B Equal Spaces ___........................�......_......... (B.am I r Left Coping (Const.Si PGL J"` / \ - -------------------- I M1 4.-....--.........v.........-.- r-(Oeam2 .16 1 • -,-•.�..-_-r+` � ,.. ....--........,,,��.mm. ......,q ,48r� .t._.a .. ..t r .1 - ;m (Beam3 - -.-.-.- -. _ -- t eA• a !'LBe 3 /` /--A;ar.:Gutter ..._ ._....,�... F$ I e I ' destrtan Right P Railing 1 1 1- ' • bl 2 3 Q Q Q b Q © lJ 0 o o O G% o o 1, © o 3 O 0 O JJ� © 0 o '\ O O 11 Direction of Stationing._ �� End Bridge / /� V\ - \� i Right Coping r End App,oath Slat `\ FFBW£td Hent 4 / \-Begin 5+97,9Approach Slab L Begin Bridge N--(Int.Bent 2 ....(Ill.005 3 Sta.48+80.98 --f Sta.48+98.98 Sta.45+97.98FFBW End Bent 1 Va.47+10.98 Sta.47+8398 St.46+3.5.98 PLAN (C.A.&PGL LEGEND: APPROACH SLAB 2 APPROACH sue 1 LOCATION Begin A5. T-i 7-1 7-3 88=',. el 0 _. j� LC Left Coping LOCATION BRIDGE T-I T-2 T-3 End A.S. / A(�r f�aVA_.,. / lG Left Gutter LI Coping 13.668 13.501 13.326 13.141 12347 Lt Getter 14.631 14.720 10,801 14.873 74,934 / U Gutter 14.632 14.721 10.801 I4.873 19.935 ( ` 1 U CI Construttlgr.Joint Gutter 13698 13.532 13.356 13.172 11.911 PGI. 14.098 13932 13.756 13.572 13.377 PGL 15.032 I5.171 15.202 15.213 15.335 AG Right Gutter CJ 13.772 13.605 13.430 13.245 13.031 Cl 10.898 14.988 15.068 15.100 /5.202 RP Right Pedestrian Railing Re Gutter 13.698 13332 13356 13172 12977 Rt Gutter 14.631 74.320 1474.8020 19.873 14. APPROACH SLAB SECTION SHOWING °Right Coping E 10 At ped Rall 13.505 13339 13.163 12.978 12.784 Cl Ped Call 14.938 14.Sz8 14.bog 14.600 14.742 FINISH GRADE ELEICM(TiDN bl/111'S !/, Rt Coping 73.489 13323 13.147 12%2 12.799 At Coping 14,912 14.512 14.593 (0.664 14.726 ey4.e... .s.,4,...-,-6,1V4'` ; ,..9i .��J -o - Bridge No.034179 B j s,/GABON°,INC r:47=';'' ,...,.r. °i 1t;`4 F` JP-):7- 7.4f4 � doter.Comm. mm.Gro.rn - SKEET FMK • -- WOE ...•. .. - ..:::7 .,. ,ON;i H.. sM to emm6,.. CHO%OLOSKEE BRIDGE a RV C144044,79.11.01,94 Blas EL�'tm ss-Jsos „°""'""" ;,.,...:'tzstzsz-972 REPLACEMENT 1 C 1ic COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRI41*0EVLACEMEN I FINISH GRADE ELEVATIONS-SPAN 1 FINISH GRADE ELEVATIONS-SPAN 2 LOCATION - BEGIN {Int - 891067 T-1 7-2 T-3 T-4 7-5 T-6 7-7 1.;;t12 7-7 7-2 T-3 T-4 7-5 T-6 T-7 Bent 3 Lt Coping 11.904 14.956 14.999 15.033 15.058 75.074 15.081 15.080 75.069 15.069 15.020 14.987 14.935 14.879 14.813 14.739 14.656 LtGutter 14.935 74.987 15.030 15.064 15 089 15.105 75.112 15.110 15.099 15.079 15.050 15.012 14.965 14.909 74.844 74.770 14.687 {Beam 1 15.008 15.060 15.103 15.137 15.163 15.179 75.186 15.784 75.173 15.153 15.124 15.086 15.039 14.983 14.918 14.844 14.761 {Beam 2 15.238 15.260 15.333 75.367 15.393 15.409 15.416 15.414 75.403 15.383 15.354 15.3/6 15.269 15.213 15.148 15.074 14.991 PGL 15.335 75.387 15.430 15,464 15.489 15.505 15.512 15.510 15.499 15.479 15.450 15.412 15.365 15.309 15.244 15.170 15.087 CL Beam 3/CJ 13.202 15.254 15.297 15.331 15,356 15.372 15.379 15.377 15.366 13.346 15.317 15.279 15.232 15.176 15.711 15.037 14.954 {Beam 4 15 008 15.060 15 103 15.137 15.163 15.179 75.186 15.784 15.173 15.153 15.124 15.086 15.039 14.983 14.918 14.844 14.761 Rt Gutter 14.935 14.987 15.030 15.064 15.089 15.105 15.112 75.110 75.099 15.079 13.050 15.072 14.965 14.909 14.844 14.770 14.687 {88118 5 14.815 14.867 14.910 14.944 14.969 14.985 74.992 14.990 74.979 14.959 14.930 14.892 14.845 14.789 14.724 14.650 14.567 93 Ped 6311 14.742 14.794 14 837 14:877 14.896 14.912 14.919 14.917 14.906 14.886 14.857 14.819 14.772 14.716 14.651 14.577 14.494 Rt Coping 14.726 14.778 14.821 74.855 14.880 14.696 14.903 14.901 14.890 14.870 14.841 14.803 14.756 14,700 14.635 14.561 14.478 FINISH GRADE ELEVATIONS-SPAN 3 LOCATION {IntEND Bent3 1-7 7-2 7-3 T-4 T-5 76 7-7 89106E Lt Coping 14.656 74.564 14.463 14,353 14.234 74.106 13.969 13.823 13.668 Lt Gutter 14.687 14.595 74.494 14,384 74.265 114.137 14.000 13.854 13.698 {6945 1 74.761 14.668 14.067 14.457 19.338 14.210 14.073 13.927 33.772 {Beam 2 14 991 14 898 14.797 14,687 74.568 14.440 74.303 14.757 14.002 PGL 15.087 74.995 74.894 14.784 74.665 14.537 14.400 14.734 14.099 CL Beam 31C1 14.954 14.862 14.767 74.651 14.532 14.403 14.266 14.120 13.965 { .6 PGL {Beam 0 14.761 14 668 79.561 14.457 79.338 I4.710 Const 74.073 13.977 13.]71 LEGEND: RI Gutter 14.687 14.595 14,494 14.384 14.265 14.137 14.000 13.854 73,698 [J Cleft Caping {Beam 3 14.567 14.415 14.374 14.164 14.145 74.017 13.880 13.734 13.578 ® ® 4� LG Left Gate,63 Ped Rail 14.494 14.402 14.301 14.191 14.072 13.943 13.806 13.660 13.505 W/ RI Coping 14 478 14.386 114.285 14.175 14.056 13.928 13.791 13.644 13.489 CJ may_ Construction Joint 1 0 Right Gutter {Beam f---'i t' •' -'{Beam 5 Beam 2--I -- Right Pedestrian Railing { -{ Bean 4 RP I--{Beam 3 0 Right Coping SECTION SHOWING FINISH GRADE ELEVATION POINTS \01IUN110,7 ..4�OE N44" A656 N. Bridge No.034179 """".\ ,...__ N,C 9rwam SH GRADE ELEVATIONS(2 OF V T .: .�. ,....». ........ OARDNO,INC x..7,04, le(A4.FLo ;?� Rvcpe aOhlaM _._. -BRIDGE- ,,,,, ,e..... 1 ..................._...._a..._. ` sun n.,x.LCT WV ,WANOA 6.6EI.LEF4�a.` e�.,,,etre..m eewH 1 Nt/S FINISH wne AM awna.ar..w,.....:.(J:,, JOi3 7995 CH03YOOSKEE BRIDGE- ..... ., ......................_......_... 4u w.rtA.n4no+.ms .,.,. a,,a, ah.-3505 PA roatrw: B7-17 /III ✓'a,.F32ZREPLACEMENT ♦ _..............................._... J aArs,un r anxev.rN...sap L • • • • O. IW • " "" . l..USI VpflUb Nil.1 We(uSi)Tor Ine,...FIvnt._u.rteFe..,.....,. t_rt....a,n-01 ..., k -fe — : 7S 226-x Overall 1 ..— s... 75 -0 25-0 — h--01 (Span 11 (Span 21 Direction of Rationing... ' _2_5'-fn 23-0. t ______ 25.-0. 23-CV .klit, • 'RIZ I Traffic Railing: i I I r.,.,Cooing 1(I .'nd4") 51,f 0 er-\ ,,-C) 1 co:V7X2D7' ! i.-c Beam 2-1 nt guttertine _E--.---.1 1-- '---.---+ ,6,.6., —-—-—-—• —•—• - -—-—-—-—-—- - _Li_L- to 3 I' 00 I/2'End Diaphragm --,1,— . 47 End Bent III 'I' 57-Ili-- 7.".7rs:o2/5 got.) 1 1,,w..000 20000,00.0 -- r— ill. 0 Intermediate Beres LI . :• 111 ti, II 16'Intermediate 1.1 f Inter.130,10 2 13 4, - Begin Bridge ip Diaphragm(Typ.1 .,.. 111 Sta.47+70.98 ,I 1--f Beam 1-; '4`.1 I FFBW End Bant I rc Beam 2-2 111 , . m P.2 , ",i 1 ' m Sta.46035.9B r ,.. . ,:, , 4, k,4 , - 1 ] 90.00'04, F t :.. $. , , .. (Cons,6.PG ___L-. -T__. t, t ,---rr-- a,-i 1); ,:,.47 4.2_j___ i 'I 1 _ —.Ali L.. la ..„ i i, 2 11 1 I Intermediate Dia. e; i,I, 1,.t N 54.164Y VI 11 1,1 .i' 0V1 Roe./ —4111 5503 1 .' II ____% 11 7, ' Coast.Joint It I. u 6. %• k. b o :11.1.? '1''''. ,___LI___- h •1 2 2.17 r--IL--1 '' z 2 - . -1- 'i y, ___,,,,____ •11 to 11, 7-rTt°,74;., ___,11: \-f Beare 1-3 hi 1'1 ,y. iRig — -2,,_0 _ ti lI.— ,€2 _-.L1._._+_ VW2 I g2- 11 1.--,: ,i R, ii, iy ,... !, ,_20-6,r5OLDErn:580;ZnefTsdP L 800.) F) \--Traffic Bailin .' _ j-8 Beata 2-5it...__.]_.__ 11 _,*___[-_-7:---..-_- ___ 1.1,__. i 8444,1-5 ...---I---11- l' , I e tl I \-Right Cooing 4P @ 12-()ndex 8601 Pedestrian/Bicycle Railing NOTES (Index B61) : \-- 1.Min.Lap 5000es are Bridge No.4 Bar r-0 Symmetrical No.5 Bar 2,7' about 64105)000No.6 Oar 2.-7- Z.Stagger every ether 5503 bar 5.C8 about f or Bent 2 or 3. PLAN 3 Refer to Sheet 61-18 for Pouring Sequence Schedule 4.Bets 6501 rewire CouplerS at the construction joint.The Contractor has the option to omit these counters If protection for public safety in the adjacent travel lanefs) .0,01111111/22 LEGEND, • • Is provided.Submit details /05e pr OteCtion method to the Engineer for approx., \0..RGEERN . 2 0) FF prior to placing reinforcement. 22... ...Tt'..•c6fiii-i...0,' ,teke:1:.•.. 0 Expansionoiat Elte 45 J01111.in Cdrbs(Of Traffic Pedestrian Rails ' .......A65 . ..... , E 0 41.',groove io both faces and top of traffic radian , \ ff # Bridge No.034179 • ^-F-- 1- Act .41 i '1%/*CARON°,INC \r -- ;...1-; ''..f!-(2Rf-:".0 ` CanNe<non Gino, c SUPERSTRUCTURE PLAN ss "SHEET N Clf.40•ES.RORIOA 31)14 "'"""....".""*Itae'• 'sk't ‘1''''''''' ..11.111..-1,•.-111,.111.„,,e„,,gCHOKOLOSKEE BRIDGE 116 - rEctnnonssos .......imintioim 11 •' .. ' e„.....„.... ,, Moiss,Pc.3.01 81-18 j nor,tem06,-668 REPLACEMENT \ \crewman-OF annovrxrat maws _,,,‘,... .../ ,.. • • . • • lic • COST SAVINGS INITIATIVE(CSI)far the CHOKOLOSKEE BRIDGE REPLACEMENT N 135-07•.._„•,•,,,.. -,.,..I ` 75.0^ ` 75-0• n03 ..,.--.-.. lE3A" Span 1 Span 2 Span .,,. € d s • I � I FFBW POURED EXPANSION JOINT DATA TABLE roe ora l-04A Bent 12 4 Bent 3 End sent 4 INDEX NO.21110 gmDP(rrp.l� i DIM.'A' TOTAL DESIGN DIM.'A"ADJUSTMENT E cane,, I "I LOCATION ®70°F MOVEMENT PER 10°F A PVC Direction PP'Stalin/Ingo� I �_ n' End Bent I T OSI' 0.050 in 1 End Bent a 2' 051` 0 054 in NOTES: I I J.Dim.'4'adjustment per IPF shown is measured perpendicular to( I P. Expansion Joint. Work this table with Design Standards Index Na.21110. FFBW End Bent 1�� __n 2.For Expansion Joint locations.refer to Sheets B1-17. / t—C) . r-0 1-0rV 3.For Expansion Joint Details and Sidewalk Cover Plates,refer to Design I Standards Index No.21110. — • • I52-0• 46.0' 29,0' 1 46'-P I 52-0. • SLAB POURING SCHEDULE ¢Intermediate Support-- Spat reinforcing stem �::." Direction and sequence of deck slab pour a minium a1 3'clear of groove SLAM P035153 NOTES: Not poured seal Or Rapid Cure 1.A minimum of 72 lours is required between adjacent pours. V-roove L Silicone TJoirt Materiel)Do not 2.After placement of the first unit.begin succeeding placements at over fill. the end away from and proceed toward the previously plated unit, 3.A revised casting sequence may be submitted for approval. Submit structural anaiysis and its effect on the Camber Diagram. Revise 1, per Chapter 28 of the Plans Preparation Manual-Volume I. _4i CONTINUOUS JOINT DETAIL NOTE. I.Construct either a tooled groove or V-grave places prior to are concrete obtaining initial set. \\\NacgGERO;yt r7, tia��reerisp.,4,7,4,...:..., F? i :el r *,�jf°1� •*^ Bridge No.034179 1 s v �r= \ r /....w... ` }DR r< pnuiam SUPERSTRUCTURE DETAILS U OF 31 ,,, .. — CARDNO,INC wK rsatt sus ANN'S;B EE [FL Off .r rlMaaree 1' fl 1. a An _i aI`x"x`` eee�«agee ••w"„ • -.®.• .... AIra rur`Pe s rurw.M.rue.ref J A I/ •4 COST SAVINGS INITIATIVE(CSI)la the CHOKOLOSKEE BRIDGE REPLACEMENT \ r.Mep.e I-01-II BUILD-UP&DEFLECTION DATA TABLE tool Date 07/01,13TABLE OF TEMPORARY BRACING VARIABLES FOR PRESTRESSED I-BEAMS IL.utu. HORIZONTAL FORCE HORIZONTAL OVERTURNING OVERTURNING BRACE ENDS TOTAL REQUIRED THEORETICAL NET BEAM DEAD LOAD SPAN MAKTMUM AT EACH BEAR FORCE Al EACH FORCE AT EACH BEAM FORCE AT EACH PRIOR LINES LOCATION BUILD-UP DYER R BEAM ET BEA DEFLECTION BU1LtNlP NO. UNBRACEO END AND ANCHOR INTERMEDIATE SPAN END AND ANCHOR INTERMEDIATE SPAN TO CRANE OF (PCESTRESS FURITG CASE LENGTH(FT) BRACE(KIP) BRACE(KIP) BRACE(KIP0PT) BRACE(KIPYFT) RELEASE? BRACING SPAN BEAM AT BEGIN AT AT END .OEAO LOAD OFCK PDUA Na SPAN SPAN SPAN OF BEAM) ®120 DAYS 7-3 3752.3! 465 41.31 41.58 NO 3 NO. NO. DIM B DIM C 01M D N 120 OATS DIM A 1-3 I IV 1' I$' 2%' III' 3 BEAM TEMPORARY BRACING NOTES, 1-3 2 Il:- I' IV. 29e 194 3 Based on Investigation of the beam stability.temporary bracing as shown In the TABLE OF TEMPORARY BRACING VARIABLES'and17:• 3 Design Standard Index No.20005 is required. The Table and following information is provided IN aid the Contractor)n V' r design of I-3 3 IIV( 2%. beam temporary bracing, 1-3 a IVi' I- II? IYe^ 7V3 I.Design the bracing members and connections to transfer both compressive and tenslltortes equal to the horizontal forces given 2;k- I' 3 in the'TABLE OF TEMPORARY BRACING VARIABLES. Also design bracing members andd connections to be capable of resisting the 1-3 5 IV I" IV overturning forces given in the Table.non-simultaneously with horizontal forces. Assume that horizontal bracing forces are applied perpendicular to the-beam web at mid-height of the beam•and assume that overturning bracing forces are applied at the centerline of the Seam al the top of the top flange. 2.The horizontal brace forces have been.Reterm.'ned By app)Mat)Rn of the Construction I a/HL•!Wind Load 41 listed in the`TABLE OF WIND LOAD VARIABLES'The overturning brace forces have been determined b application of the Construction Aclive Wind Load as listed in the'TABLE OF WINO LOAD VARIABLES'plus the assumed construtlion loads shown in the'TABLE OF ASSUMED CONSTRUCTION LOADS'.It is the Contraclois responsibility to re-Calculate the Orating requirements if the actual construction loads exceed the assumed loads shown.or if the finishing machine wheel location from the edge of the deck overhang to Leeds the value listed. • 3.The temporary bracing at the ends of the Seams shall be Installed prior to crane release If Indicated In the TABLE OF TEMPORARY BRACING VARIABLES. Beams stall not be left un-braced during non-work hours. Bracing shall remain In place unlit bridge deck concrete reaches 2500 psi a.The exposure period(defined as the time period for which temporary toad cases of the superstructure exist)is assumed to be less than one year. Horizontal bracing forces.as specified In the'TABLE OF TEMPORARY BRACING VARIABLES',are not valid If the exposure period is more than one year,for this case the Contractor shall re-calculate bracing requirements. 5.Horizontal and overturning forces are/adored per the Strength III limit state for construction. TABLE OF WIND LOAD VARIABLES ren:+pate I-Cl-Il WIND SPEED,BASIC(MPH) 150 - WINO SPEED,CONSTRUCTION INACTIVE(MPH) 90 WIND SPEED,CONSTRUCTION ACTIVE(MPH) 20 VELOCITY PRESSURE EXPOSURE COEFFICIENT 0.85 GUST EFFECT FACTOR 0.85 TABLE OF ASSUMED CONSTRUCTION ...aletoftl LOADS(UNFACTORED) BUILD-UP(PLF) 50.0 FORM WEIGHT IPSFI 20 FINISHING MACHINE TOTAL WEIGHT(KIP) 16 FINISHING MACHINE WHEEL LOCATION 25 BEYOND EDGE GE DECK OVERHANG(IN:) PECK WEIGHT(PSF) 106.25 LIVE LOAD I PSF) 20 t>\\\l)o i i f IIID f 7 LIVE LOAD AT EXTREME DECK EDGE MP) 75 \\‘ 6ERGER,Ly / ':*4f\''' 9�{D .eft',t,1• • ry-D, a• • =_ Bridge No.034179' W' \ [ 3P!m8 / ro.m ERSTRUCTURE DETAILS(2 OF 3)""::::;N:=7121,./ MANDAInt ANANM B.XELtEYf/ p()� y ,,'wl'nSUP.....a,,,,,,ate asav ')d3ti L lane B1-20 TTL no.-mos "" ""��IROIRMII fuse 2AI252dra2 REPLACEMENT szerocc ii a wrnwz.r 01I Ig. T t ._,. IIC • COST SAVINGS INITIATIVE(CSI)tar the CHOKOLOSKEE BRIDGE REPLACEMENT \ e. BEARING PAD DATA TABLE (fable Me f-01-13 SPAN BEAM PAD BEAM REAM NOM. NCB's). TYPE TYPE END• I 1-5 1 FIB-36 I&2 2 1-5 E Pl8-38 1&2 3 I-5 E FIR-38 1 B 2 NOTE: Work this table brill,(Mat No.205)0/a/Pad Types A,C,0.F.F.G.H.l&K. and/or any project specific bearing pads. •END I .Begin Bridge end of beam(Rack elation). END 2.End Bridge end of beam(Ahead station). ,' N1E563 * �A' Bridge Na.034179 \r _ 1 SUPERSTRUCTURE DETAILS(3 OF 3) M �.__.... ... .... ...........__ ......... �'cpp FL '<'"°rp;..,axr.eee.. .n e +'"•••'^'^,• ANANOa B KELLEY.P.E>A '"� - ld]IF = ..........,. ..,...f t>, �o `c.wro zees �m e,,w.a.C ...,.,.,.. esus it tt 9� "`s '°a s Ft a«vea-21 er, z sh uz avz / REPLACEMENT 1 1 7 1 1 7 i 1 1 I s I Y 1 1 1 1 lic • COSI SAVINGS INI I IA I!VS(LSI)for We UHUKULUSKEE 6011,0 HEYLALEmON I \ Phase 2 iPhaee 1 15-4001 9 8'•7'- 5' 8 Spa.B 511 5' 15-4001 8a 6'=P-0" 5" 8 Spa.B 501' 6- ®4 5$`spa. S. ' 9001(Tye/ AI I c ill 11:11P —t J 5006 8003 ,.`:I: _. LIMS _ , ~ SOC : 1 4016/TY01 4 Jacking Locatlml ` 4018, 7-9' I 1` 7-9016 For Future Bearing (Typ.) 4-0076 Replacement ITyp.l 1-4076 4 Beam 3 (Beam 1 jr-B' 9-6' 1T-B' •Q Beam 1--1 PARTIAL SECTION THROUGH END BENT DIAPHRAGM JACKING SERVICE LOADS Note; ff BW rL Diaphragm LOCATION DEAD LOAD T-9•for No.4 Bar Dim'a Nin.Lap Length: Top of 003k Exterior Beam 100 Klps 7-7"For No,6 Bar SYi sY' Stirrup 9 d`Nax.OW !reef for Bean 50 Kips 3-7"For No.8 Be, Approach Slab (0001 Shown,4001 Sim.) / MENINE JACKINGNOTES, 1.Jacking acking Loaeeds donot include Vehicle Live foods. 1.the rated capacity Jacks of acks used shall be not less then 15016 of the toads shown. 111141171M11111111.11* i 3.Information and details are shown as a guide for future bearing f. Ireplacement and may be altered with the approval of the engineer.4.When replacing any or all of the bearing pads,all beams at bent must ae srthe lbe<ene➢esfT eNeoprene 5.Jacks Shall be cert[ered along ceMerlin<diaphragm>M plated as BraringPad--Jam- ahkin jack location detail this sheet. fi-Ir-Yss Me through Shall be connd through a console to permit individual adjustment of jack pressures to provide equal stroke In ell jacks. Mill4076 �___� Jacking shall be limited to a Vi'maximum lift above the to of bearing pad. Premofded Fid-36(Standard 7.Use Shim Plates as required to provide a level jaeaing sur/ace and Expansion I? Index 100361 to limit bearing stresses on concrete in accordance with 445070 Notarial 1-T. `^E Bearing Standard Specifications. Plates shall be designed and dimensioned at time of Jacking. B.Jacks shall be equipped with a locking ring which will prevent ``VO''I)'HQ7� movement in the event that hydraulic pressure is lost. Also.jacks \t ,.$StiONr I�j/ shall be locked on prior to remove)of any bearing pad. TYPICAL SECTION AT END BENT �� O?•it(e <F �� 0.The jack equipment and bearing pad replacement Is not par,of the �,1 $`��O` contract. Cr. _'_ ,TA' g s Bridge No.034179 \ \ STAR F\ "'G 0010/cnPh pm.m \l DIAPHRAGM DETAILS(I OF 3) S9E67 • .. P., w ..n«.,...........................\ tCARDNO,INC _ w PPP su¢PPP AV9NOA B.aEt1ETAsp@!{+ i ew..r�r lmwas• ... .. .. •,•• _. .. \ Na wee sn PPP..........,..: ,Jtl t Ciett•tty 1d<sxwah•IOum0mr« CHOICOLOSKEE BRIDGE 130 ryEAWarM.sNe4 CM' r,ww.nnP,Pn. bneez -.I,. 1k. ,tamener tithe awls..er If a B7-22 ........................................._..........� /EL PC11,1 cos — PP.PICOPPTr ww�.w,oIa J ... Show(7]91252-ale \ REPLACE \ l _....... )\nor«uE n wrn<.varol monis i t _— J A ' .,, L; • COSI SAVINGS INITIAL lye(LSI)ler the CH000LUSNAt BRIO,*HlHLALA0AN I \ ' I1-4001 • 6'—54 6' 8 Spa.$SPY 5. 11-0001 @6'w5'-0' 6. 4 Soo-B Sr' 4002(Typ.) I I I ti I z r.-87:33 030 8035 ,�m 18034 --8035 ■� Z:11- �.b�8033 ■.�� '�! 6,b r 8°33 4087/TYPI III 8026 F.- IFFr�_/—8032 ■.I■�."�� c 68032 8023 1---• 8031 ■ ,' 8031 8024 4016 rya 2 4 i k.•.' 7-4016 h C 14-401 fL Beam 4 Q 8040 5 PARTIAL SECTION THROUGH INTERMEDIATE BENT DIAPHRAGM II._Q Inter Bent Top or Otto p Diaphragm-_ 53'SIT SW�SIT e>A1111181M 1 . .1. 11.1. 1... + —.•:"'.=... -- T47:441114;30 LB a11111111 MIMIIIMINIII NIMIIIMMISIIIIII 1111.1M111=1@ 6rNF St 6'alax.(TYP 1 ' car TOp o/Bottom Flange (Typ.1 401. 11119151 !NE 1 F13.36(Standard Npte% Imps Lill index Intlex 20036) I' /or No.4 Bar CompoSlte Neppra•+2 Y-7"For No.6 Bar 7' 0040,09 Pad �titllifff 3- For No.B Bar If Min.Lap Length 4. EPS Blocking ..::,,./;,..\� -yif Bt4`g'.`C err TYPICAL SECTION AT INTERMEDIATE BENT = a '-e.2 ,, 4 tr Bridge No.034179' ./1.'.tar l/ i .,, w \ CARDNO,INC t....w...., i ,• A't\)rA'r\„C.�2 c r Crofts DIAPHRAGM DETAILS(2 OF 31 , ...ET, w w„u.n.w.:•w 4m exp PIKE BOO 4NANDA 6.Ext lEY.�. Pf 'moot .:..-. IVa aMI ZO so. w....w,. `'',/,,1 tl• CawKcY s.”..,..-4o:+.: C KEE BRIDGE HOKOLGtS ”' e,n3Nen,novro+.n� ....., w.+ �caaw.rwro..Q BI.23 rvl.pmaxammos REPLACEMENT •u rrv,xa-Bn h..,xr,rw.-a. �_ J -..l l / 8 1.4 41 Fthaa Pa CO51 SAVINGS INI I IATIVE(CSI)for the CHGKULOSKEI=HHIUGL HEFI.ACEMCN)\ Phase 2:Phase 1 Bars 4004�3 5Pa.@ 6' ('-5" ('-0' 3 5Pa @ 0- 13 Spa.@ 6'c 6'-6'(Bars 4004) 3 5pa.@ 6' 1'-0'• I'-0' 3 Spa_ 5 10 Spa.(IP 3 518 1))v 0-8' .3 Spa-@ 6"! 1'-0. 9` 3 Sp..@ 6'Ba�X008 j—6013 r Dock f f 60(0(f F) 171 6003 `-1 (EF)7;1 // i//jj (EF) 1.1 i __��g, -igG�_ �� I ii�� --i . 1.- II III sal MIL em_ I • 8812 15))ced� i 6089(spliced 6011(EF) L 6014 8002 f,,,, 4005/Typ/ ' w/80(51 t w/80]51 6008(EF1 Beam Insert !EF) so 80115) 6001 4DM'TY°J 6011(f F) 8085 Inserted 1Tsp 5: •+� (Typ.) (EF) 41107 fTyp.)J A_..P I into beam(Typ.1 ei B C 6008 lEf) h E Beam 3--- 9.e' €Beam 4 5,8" 11•_6. 1 1•_6. 5 Beam 2 PARTIAL SECTION THROUGH INTERMEDIATE DIAPHRAGM (n)ermediate I—E Intermadiale I----q(V0rmed(aie 8057 5cc) {�( Diaphragm Bars 4004 Diaphragm 40041 Diaphragm (4805.4006.4001 Sod) i 4007 4004 I Top 0f Slab (4005.4006.4007 Sim) I Top of Slab Top of Slab (4005.4006,Bars 510.1 Top of FIB-36 Top of FIB-36 - lop Flange Tap at f19-36 �� top• ge i - - - .�Y 161111111111111.151111114111.11 top Flange M h w•iipii� y�1 1� I 6003 �._ 60(3 6010 a 8012 w:8015 a 8009 wl 80(5 c c( $ 8002 0/8015 �� x �� g 1� 8009 w/8013 = dl i + 8002 sr!80(5 'E >.— 8012 w,'8073 , bola hl 6011 r:' BOII N, �I •fie ' 6004 �_ 8008 n__ INIMMB=M 6008 6 _ f : Val 1 v Effl 55.5)51 5,4-15,6, Lt.', 111121 Top of Bottom Flange l_. ...1. Top of Bottom Fl205. r(r Tap of Bottom Flange SECTION C-C SECTION A-A SECTION B-B •:.Q.•,. .'r'ig&-, 4 Jn Bridge No. 034179 TofN,/ 3654 '.1.:,,, T w„ `w I CARDNO,INC covert ,P. / DIAPHRAGM DETAILS(3 OF 3) \"SHUT (.. \ V . ) ,,.,,<,..•n ¢ � Na N. Nmr. 32 ti r° rswr+�.0 irMas e�• // / • t,,.,. 41• � ""•r zasz. /\ REPLACEMENT J\et•Z/ 1 r 1 .=J Iw • • rocs CAVINS5 WITIATIVF trciLW Mn r`Nr1Kr11(ISKFF RRIflfF RF%ArFMENT / e oat.5-0.3FLOAIDA-!BEAM-TABLE OF BEAM VARIABLES REINFORCING STEEL LOCATION CONCRETE PROPERTIES PLAN VIEW BRG.PLATE END OF BEAM.4 BEARING DIMENSIONS•• BEAM NO. OF SPACES SP.BARS STNO END CASE MAILK DINENS10N5 3C1 3C7 307 302 3D3 4M1 4M2 4113 SK BONS PX . BEAM STRENGTHS PTRN ELEV. ANGLE 0 DIM DIM DIM KI DIM KI SPAN BEAMTYPE CLASS limit TYPE:OND END END END END I 1 NO. NO. 28 Day Release I 2 I 2 END I END 2DIM L DIM R C C A B A 8 NO. D O N0. NO. 51 57 53 54 VI 7 13 36 VI 8,300 6.000 I I I I - - ON gp. - 7)2' 7-3-Y- P-3 73-? 4 1'-5I' F-sh'. liW 1'-3" all 1'-3 86 3-5 3-5 65 126 20 15 Il 0 6" 90' 9V • 714• P-3' 1'-3' 73-5 1$ 1.-512. T-5:2" 8(9 T-3 83' T-3' 86 3-5 3-8" 65 126 20 IS II 0 5 2 1.5 36 VI 8,500 6,000 1 I I I 3 td 36 VI 8.300 6.D00 1 3 I I_ - 90' 912 - ]K' I'-3 1'-3 73-9' $ 1'-314" 1'-51}- 832' t'-3 a*. 1'-3' 86 3-8* 3.8' 65 176 70 IS (I 0 Bar 56 Bar SK2 n A p a3 MEM um w l' J 10�N.� FLORIDA•!BEAM �gsn�r� INSERT VARIABLES II II �� II ^ LOCATION DIAPHRAGM INSERT LOCATIONS 11 h; 11 SPAN BEAM DIM K• Beam Face 3- 76 5 aces • 7 3. NO. NO. TYPE® 37 STRANDS 1 74'-4g• RT STRAND Dressed l 44 Use 0.6.Area r,Grade 110, Lar Relaxation Strands All 2.364 24-4ZZ ATILT Provide additional Bars 502 spaced at 17 in the top flange. stressed at 44 kips each. Aria per strand equals 0117 sq.in. I 14'-44Y LT 76 Bars 3K2 per beam. 1. Insert vertical locations and details per the FOOT STRAND Drands NG LEGEND Standard Indices. fully bonded strands. 2 (LT)means tell Side and IRT)means Right Side,both HORIZONTAL SHEAR REINFORCEMENT • referring to wMch face of the beam eel is to A-strands debmMed 12E.from end or beam, receive the insert far the dimensioned location. 6' F•E u... 9^strands debonded i8-0-from end or beam. I -r-6-1 6.1 Direction of Stationing` L NOTE- Work this sheet with Design Standards BAR 5K2 Index Nos.20010 and the apps+cable -Florida-I Beam Standard Details Index. MIMIIIMIIIIIIIIIIIMIIIIII mkikkePkwINNImmlmmmkmIs 11.1111.111.1111.111.1.11 DIMENSION NOTES 1111.1111.111.1.1.1 End pf Beam •All longitudinal beam dimension shown on this Begin o/Beam l O sheet with a single asterisk(-Jere measured eking the centerline a/beam. Dimension"R'is O calculated at mid-height of the beam. '•End bead bearing ry nddular tto E Beam 9 alongthe - bottom of the beam. X Olt II iII/3 X \,,t yL3IfRRy TJi BEAM ELEVATION 4)1,11 ,,.7 � CATIONS :'�r�•q"';' xot ,;'. Bridge No.034179 \ /...a y'-`', T�BYtS cN.er.•cmxr cra+rn 1 BEAM TABLE "' CARDNmOF IN •• a..�._ SHOOT sal r awo ANAROA B.kFILL P•� w+eve_+r 0 r rN 0 LOS-- BRIDGE I IJJ D%OL Tel 1m ............ ' mat sa, r I_2 C ..... .... — !Ai trema-wr w Inv ,,�"��.��.p.e, LACE �B1MWy CH e 5 UNV.",EF ...aanaa.aw 'fftltlQ,kV 1--`-'SC`' Pmx v zu-imz _._J REPLACEMENT -.......__L_.....,_......_...._ rEa.vK.rao•wnpe7.r4ww.atwa � -_.-.. AWty }.R;J<3 ........................ COST SAVINGS INITIATIVE(CSI)la the CHOKOLOSKEE BRIDGE REPLACEMENT \ f Bullet Rail onstr A 38.o ^+ (Index 821. Q C 3T F-Shape 37 Vertical PA:11Zr(anf8ic 44 3 39-582 7'-P Max.(Tap of Slab) 3" Post CI (!Mex 420)(Top) Rail beyondii Railing(fMet 8673 5I-582 5 9'Max.!Bottom of Slab? 38-SCl 7',-0'Ma.+,fTof S�al a ��Slope:0.02 Ft/Ft Slope:0.02 Ft:Ft r_ T7 M !Placa between 5811 �II____761 1 1 Y`-00001?A" SECTION A-A Detail IT n E 'Ilii m 8 m 61 d 3T F-Shape FAWN (Index 4201(Typ.) 4 h r SAt 501(Typ.) I Reeengr (IMext841) __4 on .. EI[Mp to-b Pbl n ( 8A2 8A2(TOP.) App.Slab -ti 'a-I-® ` 1 582 or SCI 1 ` 562 581 I 541(Typ.Top) >,ry v ry j.VW a5' a5' w, ,■� eapkwa8 L*I .'3'. !M e '— 8 I WW 4x1-80.0+W 4.0 te ww 4x4-Wa.Oxwa. 1'—' SECTION C-C 7,I.; Constr..Joint (Mini I6'wide tie to (Min.76'wide)tie to top of bottom mat of 6' 2' t feel)op of bottom mat of u E steel) P240 s 'm DETAIL'B" H b DETAIL"A" • J.i 4 L ry oz ro r, h R to 3'f 39-581 rd`1'-2 Max.(Top of Stab) 3 3' a g �I.A 51-581 5 9'May.(Bottom of Stab) L 'r- PLAN B (Begin Bridge Approach Slab shown End Bridge Approach Slab opposite hand) APPROACH SLAB INDEX NO.20900 TABLE OF DIMENSIONS ranee pare 01.01-13 FT OW— re.— DIMENSIONS` DIMENSIONS 2-2• LOCATION LI L2 MI M2 N -ANGLE 0 1'-0'Slab h, - Begin Bridge 38-V 30-0' - - 52-0' 0' Thickness I ' EM Bridge 38-0' 30.0' 52-0' 0' oimertzion rotes• 1 1 �—End Bent Dimeltio0s L1 b L2 are measure('along gutter line.inside face of parapet or Inside face of 3 Cr \j\Ell())Illtjfj railing on raised sidewalks. • ----L \\\\\ ¢GERD,y ll� Dimensions LI&L2 are arc dimens,ens wirh(n curved alignments. 44°,25;;;V O` 1cEL6k r.'F(+-., Permanent Retaining wail VIEW B-B Bridge No.034779l(aa6i�.Cerb bm;Ned for;larnr) w.p'•, 1 \ -„_.....\ / \ 6„09`..76,-� way,CeaFProre \ APPROACH SLAB DETAILS ' �T • r I.„1 ,.�.«...e.,.,�« CARDNO,INC y.• l 1 raw DeLeon 1 3o FAIN rust stun µ010A+j 8F1.a P :\\�\ r;a+o wrm>wce I Il 2 w ” 'T....._ ......._ Serf be aerrl:yy((.44 .t ` .`°'Dm` zeas sFr tzb,x< CHO%OLC6KEE BRIDdE - ntawareleirer 33rd ! rtLnaltA3S03 •,"'"'•".'t1' x,P<s,t «ox B7-26 au.pa.n wwp pw.pe D n ev nm.w m rm.a lz_zlzsz en2 i REPLACEMENT ` _._...... _...__..._.._ /venreearr or nmwaxrae se.MP J l l 1 11 I I Ali 1 i 1 1 yi 3 } 1 1, 1 • l I:USI SAN...MI IA I IVE(LSI)/or me UHUNULUSAtt N NiU1.t rttrtnUtmtrv1 H J K N 0 MARK LENGTH ND TIP STY B C D E F N J K N 0 NARK FEMfi IN AR TYP STY f D E F ANG SIZE DES 171 IN 5465 BAR A G FT IINI76 Fr{INIFR FT IINIFR FT IINIFR FT IINIFR 1711511A FT1151F5 FT 11011$NO 4152 SIZEI➢ESI FT I IN IeAASI BARIADEs I F7 18/NIF.9I 11IlN{!AI lr IlNIFRI Fr IINIFAI fT IREW ED IIN IZPI fT IfNIFPI FT IIN{FPI NOI 8 004 24-0 I 12 17-3 M. 6-8 .......... """"""""""' LOCATION .ENOBENTMons illE ii9IuBrI : EW10-19 CWPI ER Z N0. 9fAE2IJ J25-1%....0-. .-.. ._ IIIIIINIIIIIIIIIII 4IJ. J16-1 0-I L ..... ... am -106 19-0 1-5-013 17-2 I-5-2IJ J2s-1' 0-1Man IIIIII 1 IJ I36-3 0-i-6fes 2-.J' ..._J-..1....,- rM -J20 2-J 3-i 21-11 23 I! 1-J 1-10 1.10nimmu Oa 1 ®// 6-22 � ��imin ��:M P11 a-8 J7 21 3-8 1.10 l-10__,_...._. 021��// atme�r.yF�yryy��B8w�=� --4 PI3 15-a 7 21, J-f f 0..�_.�-. ...._.. ..-_ r+ m®�®//�� 1 PIJ-...12-0 10 1 1 4 3-6 1-I 2-3'/p J_1 1-0 1-0 7-10% L015 Millii�— — '4 P14 13-1 7 11 3-11 � � �� 1.11 4 PIs i4-6 10 1 1. J-6 1-10 .__.._�_.................._......... O�� P16 .-7 76 1 I-7 ..................._................._-_._- � 4 PTI ...._6_±_...e_7171r. -..5-�......I-?..._-.._.._.. Q � � 8-,... � 5 PIO 4-7 120 I 4-] DJJ ��"a _..._ �r�� 4 P19 27-2 10 I 27-2 DJ1 ��// 6_6 4 P20 26-0 6 1 26-0 ......._..................._.................. ....2 : OJS ©�//� �=� . 1 Pzl 28-1 7 11 11-1 4-(0 ................._...................-..... 11110•111111.1111111111111111111101111110Mi - _5, P11.....6-,B_..20,11 0-110 0-10 G P2J 0-f1 a.....+3--.÷ii, - 0-1% - �r� e Pz. fa-1 s JJ o-1 h d ��FIMM� I_ 4 P25 7-1 ...._..11 ...1-0... 1-0 ....._................................._ o_ ®��® / s 4 �� — B P2s s-l0 10 10 ...I-..Z...._........._ '-' pmEli7 7� .. _ E 6 P78 f0-4 16 1 1-2 004��na 1-9'..._0_-6... - J: _ 4 P7a 9-) 36 . ......._........ 00s....._4 110 ��// I-9 0-6 �araum� -- IIIIII ................_...................NO. ...REWIRED- 2 006 A-7��// r-1'. 0-6 i '� LOCATION fN1EAYED1AlE BENT 1111111116..................I ��-� 007 1-1 �m// s ' - Num .......1AERs.__r._ WA008...irwiiuIii // � � -� cav}tRs REWrafo-z+N➢.8 COUPLERS CA INT. BENT p 209,,, /��B IIPOI 21-0 i9 JJ 6 21-0 //��'_6-1�1_.. 1-6.._....19.J.J-.._..11-5 y o-1/r //�� a IPDJ a-Io I_taT........._6_0..._..._-..s..._ i'S _? �5 PO4 s-4 Ii II _ J_! 1-0 1-0J 3-_1,,,5 1'08 10-2 146 4 1 I 2-4 1-J �...a �- 5 P10 9-0 11 5 EC..1....._..1-1 ...0.-.4. 0-8 I ��a/ ]-10 t 0-1.,��E�� 4 P11 ]-1 25 11 J-4 11-!0'h_,1.-10 ._............ ...... ��// �� 6 P!f 8-10 1s TI J-0 a1 =1,7� 1.0 0-11 0-4 A 1-0 till • v15 7-5 36 4 4 4 3-4 1-D ......................_..................._.. ©=.....1]:..6��n®� � 1111111 a P!B ,.10- ....� A 4♦ !-2 f-0 ............................._............ MEM J]-a 1151:11111011111111E12201111111111111111111=2 �� Gl] © M� 11111111111111111111 1111111111111011.11.1.11111111111111111111111111.11111.01111.111111 P!a 29-B S Ain 2a- 26-„0 �� 6 ':P26 J4-J s JJ J J1-ll ................._..................._... Qf�� _._..'`'.o... �� —_� B HMNIIONMMMIIIIIIIIIIIIIIIIIIMM B P26 5-10 j1.10.._...?-�..._....---� ENS REL 15 E l __........................._.................._... NO.REWIRED• 1 [OGIlW SUPERS rRUC1URF I 6 501 26-3 904 r 28-2 f$—_...................._..................._... • 2 6 502 28-0 904 11 Zf-a 6-8 ................_.................1...... 5 SOJ 1J1-3 ISa 2 2-1 134-8 - .LIT 35-7. 106 I 35-0 _......--..._.. I I Iti/ LOCATION END DIAPHRAGM REINFORCING N0.REWIRED..•.....6 ........................._ \\�.1111 t///// ._..._._.._ .....__... i 0-7 "1. A 002 6-5 8l 8 z-fo 0-]'A f-9 0-6% a-7 V. • .s. 6532 DD L`7 _ Bridge No.034179 l ♦ - -'pp 1FZ 2,� cwl..<9wn c..+m r REINfORCING BAR LIST swan- "..-. n,........... CARDNO,INC .,+....., i'O rONNN9 III\ e . .....-....... AN"Da A-KF. POR e.M E r n: T� LMrrc ao ...,...�..: ;St co Mro vsR s,A M.. «a,;,> CHOKOLQSKEE BRIDGE '..][ I- cuK+!•rcA,Ju,9m.IMO B1-271 171.01275,-.6 OB 70110 r.RI ....••.":L•• ',mini N.•�! Mmo.n,..w REPLACEMENT _._..............................................__.. .wc..wm "'1000! rw,..:rznrzu-aez sK.rz tr 9,.wNJ.TKA,..vNs 11c COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Is, Load Rating Summary Details for Prestressed Concrete Bridges(Flat Slab and Deck/Girder) bone D..01-61.12 Genera!Notes: Table 2-LRFR I.This table Is based on the th) requirements established In the Load Factors Moment(Strength)or Stress(Smoke, Shear(Strength) January 2016'Structures Manual`. Comments: c S e Table 2 Notes, To Weight Y m y a D 4 e 4 )nterlor/exterior beam 1.Permit rapacity is determined by Limit State Yeh(c!e (tans) o`o "- 't- s F OF method If other using the permit vehicle in all lanes LL DC OW g, - E L g F than LOPS. 2.Service 111 Design Inventory tensile tt,tit $ S LL rc -' 4 Other appropriate comments stress limits ei 277 Psi, 4 W .. Service III Design Operating.Legal. � and Permit te:xslle stress I, Strength 11171 HL-93 36.0 175 1.25 150 1.06 1.48 33.28 C 35.53 1,06 1.26 45.36 A 13.78 Interior teem 1-2,2 2,3-2 limits c 69/psi. NN Strength I(Op) HL-93 36.0 1.33 1.25 1.50 1.06 1.92 60.12 C 35.53 1.06 1.64 59.04 A 13.78 !Mentor Beam 1-5 2-2,3-2 3 Article the AASHTO LOPS Op Cifl vot mons Oe Service ill(17) HL-93 36.0 0.80 1.00 l 00 1.06 138 98.24 C 35.53 N/A PHA N/A N/A N/A Interior Beam 1-2.2.2.3,2 been satisfied)EP.ON* S Service Ill lap) HL-93 36.0 0.80 1.00 1.00 1.06 1.67 60.12 C 35.53 N/A N/A N/A N/A NIA Interior Betel 1-2,2-2.3-2 4. Software used for./rred Strength 1 504 35.0 135 1.23 1.50 n/A N/A N/A N/A N/A N/A N/A N/A N/A 5/A 6,4A.FOOT LRed Prestressed ,4 Program V. Beam 0 g Strength I CS 40.0 1.35 ITS 1.50 N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A NIA Strength I ST5 40.0 1.35 1.25 130 N/A N/A N/A N/A N/A N/A N/A N/A NiA N/A hid d Service 111 .5114 35.0 0.50 1.00 1.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 34 Service III C5 40.0 0.80 1.00 1.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A Service III ST5 40.0 0.80 1.00 1.00 N/A N/A N/A NIA N/A -N/A N/A N/A N/A N/.4 N/A gStrength II F1120 60.0 I.35 1.25 1.50 1.06 1.50 90.0 8 34.08 4.06 1.20 77.00 A 13.78 Interior goat,1-2,2.7.3.2 Et= Zi service I FLI20 60.0 1.00 1.00 1.00 N/A N/A N/A N/A N/A 6/A N/A N/A N/A N/A N/A Abbreviations: t7-Inventory 35.53 FT .„.,,,,., p..-...._.,.,_............-,....._...,......_._..... T ' Op..Operating 34.08 FT ....................„............... ��it N-Moment 378 fT • I 0 0 Ber.. g Z o % s ,\kl?,e,`„Ei9.u, //4, '^i g s _./Y,-'/ Bridge No.034179 y ....... ♦ ,' 1 .« to _ COW ca rgy cro.ln '. / LOAD RATING 'y�T e.�,� )„ _.,,,.,,,, CARDNO,INC a ,: _ Na •••,•« NO ANMmenw CA":07B NEL'ET.PFA�`4fr`. r (al�'teo a5mwve per.a �,/ cP�ar Swm cease.Drive CNO%OLQS%EE BRIDGE ' i ....... ........ ........ .......... ... .claw Sm+ ,...,...,,.., h. Sid W,w,..w.m ems tN _...:._.___ rn.pass-Xa "'."'nu..nr,.. UW. b;re Nope.Fc 3.w B2-28 rr.na,.a-am a»cNeNoms - ` Prot:1238,2x•Nse ` REPLACEMENT ..__..._._._...._ .....__ i \reeum ce Amm stern.ens / 11CR / COST SAVINGS INITIAT or Approach Slab &BIwh SKEE BRIDGE REPLACEMENT ApprdacR Slab NON 0x2 m41-12 STEEL SHEET PILE WALL WITH ANCHORS DATA TABLE h y � Q Wale Elevation CONSTRUCTION INFORMATION DESIGN PARAMETERS IIIWall Seactl➢n Elevation / I'-0'Embod Typical 1 End Bent fA 9.500 ANCHORS SHEET PILES SOIL WATER and Approach Slab IC 9.500 ELEVATION ELEVATION Wall Anchor 2A 8.000 •MINIMUM 4,1(1111'Rod El. 2C 8.000 WALL LOCATION SECTION MO/(017 EO MINIMUM •• FACTORED - f ee able) (in'/It) MOMENT ANCHOR MO OF MINIMUM LL WALL FRONT BOCK FRONTBACK DESIGN ANCHOR BM• OF WALL TIP TOP OF OF OF OF SURCHARGE p NNW 41.0.67 Filter Fabric STATION OFFSET11SPACING DIAMETER A3O A-572 INERTIA ELEVATION ELEV.Ifs) WALL WALL WALL WALL LOAD Extend to 2 below MLW El.!-186J (begin to end) It[) (It) (int ((Y.39 kali (tY"SO kW) (in'/it) (f[) (Irl (17[) (1l1 (ft) (/t) WI excavated a1' IA 45+95.93 l0 29.%'Rt. 6'-6$" .11 0 -. 49 396-9 -240 "' -17.8 13,5 -1.86 -1.86 440 exposed depth s 46+40.23 ••• 29%'Rt.to Anchored by bent cap - 49 796.9 -24.0 -17.8 13.5 -t.% -7.% 440 /�' Grade III 46+40.23 7.04 Ll. IC 45695.93 tp 21.04 Lt. 6'-e15' ail 0 -' 49 396.9 -24.0 -179 13.5 -1.86 -1.86 440 46+40.23 .41 48+5633 to49 396.9 -35.0 -25.2 12.0 -196 -1.86 440 Sneer Pile Wall 49+01.03 03 21.0416. 6'-6�' Ill0 24 48+56.73 21.04 U.t0 Anchored by bent sat - 49 396.9 -35.0 e'• -252 12.0 -1.% -1.06 440 t- 12.0 2C 4a4+59417,30;°p 29.96'Rt. E-647I III 0 - 49 396.9 -35.0 •^ -251 -1.86 -146 440 NOTES: I.The Design Parameters indicated Cl Mos table were used in the sheet pole wall analysis. If 1110 Contractor plans operations.which exceed the design parameters shown above the Contractors Specialty Engineer will 1'4 t7 redesign the wall to resist construction loads at a maximum deflection of 1.0 inches. t.w STEEL SHEET PILE WALL,CANTILEVER DATA TABLE °w1'07-01-,1 2.Environmental ClassilmaIlOn is Extremely Agressive. CONSTRUCTION INFORMATION DESIGN PARAMETERS 3.Coat steel sheet piles_chantefx and plates with hot dipped galvanizing in accordance with Specification Section F2329.Ancncho sol ASTAI A123 G185.to be sheathed in 2-4t Sc/l Nuts.h.B0 PVC Bolts,and wrapped with shers.ThreType Ped ars,masticdtape. per ASTM SOIL WATER MINIMUM' ELEVATION ELEVATION WALL LOCATION SECTION 4.Contractor shall repair any sheet pile galvaniled coating damaged during installation ar construction per MINIMUM FOOT Standard Specification 562,using materials per 562-2.2 only. fin'/f1)It1 REQUIRED MOMENT MINIMUM WALL FRONT BACK FRONT BACK DESIGN 5.Sheet one wall design herein reflects final.an toMdion with effects or design Scour considered. It is the A-328 A-572 • OF WALL TIP TOP OF OF OF OF LIVE Contractors sole responsibility to maintain construction tolerances. STATION OFFSET (kW (ks)) INERTIA ELEVATION ELEV. WALL WALL WALL WALL LOAD (begin to end) ((t) /Y.39 kg)fy=50 Eel (in'/ft) (f[) (ft) (ft) Mb (it) ((t) (ps/) 6.The Contractor is responsible for maintaining the integrity of the existing sheet pile wall and embankment during construction of the new sheet pile wall. The cost associated with necessary procedures shall be IA 44+00 to 45+9593 29.90 Rt. - 1133 172.0 (-6.01 ••• 6.9 14.7 0,5 0`_5 210 irKidental to the cost of the new sheet pile wall. IC 44+00 to 45+95.93 21.04 Lt. - 11.33 177.0 (-3.01 9.5 14.9 0.5 0.5 210 7.Structural Steel:Al)steel sheet piles steal conform to ASTM A328.Yield Stress(Fy=38500 PSI),Allowable Design Stress.n 25,000 PSI,Unless otherwise noted.See sheet 010-2 for anchored wall material IA 49+0103 to 49+50 21.04 U. - 11.33 172.0 (-3.01 ••• 9.6 13.6 0.5 0.5 210 requirements. 2C 49+0193 t9 50+50 29.96'RL - 1133 1729 1-791 '•• 5.6 13.4 0.S 03 210 B.Steel sheet piles shall provide a continuous interlock throughoul the entire length of a wall when in place. TWI 47+00 to 46+49.08 2.0 Rt. - 7133 172.0 1-3.01 " 9.8 16,3 0.5 03 210 9.Any soloed connections shall conform to the requirements o/the American Welding Society Structural Welding Code. TW2 18+50 to 49+10 2.0 AL - I133 172.0 (-6.0) "' 6.0 15.2 03 03 210 10.Minimum wall lip elevations based on assumed limestone elevations of-17.8(t and-25.2 ft respectively for walls W-I and W-1. Notify the Engineer it in-Situ limestone elevations vary from!hese elevations. 7W2 49+10 to 50+50 2.0 At. - 11.33 6)1.0 (-301 ^' 9.3 D.] 0.5\ y1 Vf9N 11 210 The sheet tip elevation is the minimum depth required,and shall be adjusted at necessary to ensure the �\�� EROjy // pile embedment specified by the Engineer. `.\ �;`;CEN28 /�i t • Minimum Section Modulus is based on Hot Rolled Sections. For Cold Rolled 5001,015,increase Minimu s Dan .:39 •• Minimum Of Design GroundSurl0ce or Design Scour Depth. � - 1 ......- "., "eN: CoNler County Om. Bridge NJD. 034179 179 •'•See Wall Plans per tap elevibnsP - / w„C � CCAADNO'ao w rFhna4u JAMras to.inteloi-m1 war Maemair,Itea,YLrY'ar.E4t J � '• 4 2- �'_••_� 't11714 \� 2B°5 S vn M rFp:n., SHEET NOTESOF CC OL(S BRIDGE Na M•v.•b� sm.nsw e PMw:12.2524rsREPLACEMENT l J 1I r ., a 5L r ... . ... COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT ♦ DESIGN METHOD: Retaining Walls: Service load(Allowable Stress)design method.The following are the minimum factors of safety and assumed design values' I.SAFETY FACTORS MINIMUM Overturning 2.0 Sliding 1.5 Overall Stability 1.5 2.Select sand backfill material with an in-situ density of 110 PCF and en angle of internal friction of 347. If the back/ill soil properties proposed by the Contractor differs from the above.the project engineer shall contact both the County engineer and the wall designer fora possible redesign. MISC.NOTES: 1.Wall deflections will cause distress of adjacent pavemett during construction. The Contractor shall maintain pavement conditions behind the sheet pile walls during construction. The cost of maintaining adjacent pavement shall be included in the cast of the Temporary Steel Sheet PileWall_ 2.Concrete for Cast-in-Place Retaining Wall Cap and Fascia shall be Class IV(to a 5.500 psi)with silica fume and calcium nitrite added. 3.Cost of filter fabric,anchors,anchor beams,grevei,mechanical couplers and reinforcing steel shall be Included In the unit cost of sheet piling pay item. 4.Provide a 1Y V-Groove In both faces and across the top of the concrete sheet pile cap at 20-0 maximum spacing. Coordinate with similar grooves required for barriers. 5_ shall submit shop drawings data regarding the eipiling to beused, The Contractor notorder deliveryprforto receipt of type itten and dimensions pproal from the Engineer. EXISTING WALL STRUCTURES: I.The existing bulkhead well may have dead men and anther beams extending into the proposed construction. Contractor shell verify end physically locate these elements lit Present/prior to construction of the retaining wall elements. a Should these elements lay outside the proposed construction,protect them during construction aactivities. b, Should a deadman lay within the retaining wall pile locatioias).remove it.Connect the existing her beairdsl into the new wall using the details in these plans. c Should an anchor beam lay within the retaining wall pile locatIords),leave the deadman in place.Modify the anther beam length and connect the reinforcing into the new wall using the details in these Mans, d See 810 ITEM NOTES for payment inrurination. 2entilthe a peranchor entbeams c connection ire sied re-established.Notes lb r Stababove), ity)of temporarily w 0)during constructionexisting bulkhead wall u s the Contractors responsibility. 3. Debris from the existing anchorages shall be removed from the site. ANCHORED WALL MATERIAL REOUIREMEfkTS: A Anchored steel sheet piling shall Conform to ASTM A-572,Yield Stress 50,000 psi,Allowable Design Stress 32.500 psi B.Steel Plates:ASTM A53 C.Weld Meta:E7GXX 0.Bolts,Nuts and Washers: a,High Strengen Sous.ASTM A325 Type 1 t\t\tiFRo//! / b.Nuts:35TH P.563 OH Heavy-Hex \\\ , C.Washers:ASTM F436 Type I.one under turned element , 3 ---N¢ o, ` ,.ckOBMS•,. .it t � Bridge No.034179/ ♦ ♦ raw caron�rSHEET PILE WALL NOT2 OF 2)rCARDNsW raw eilm Mro [ oasoe4io ' _ w.av NMlwamP irA Am oni sfI "z rest.weana' "�"O1 P�„w�`lensiaOuz-ane REPLACEMEI'1°F l / 1_t exr nenw-en 11rruear mw ....�. 1_�__._........._ erwr:xrs v wrroueerar maws / / el C COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 'I WALL W-1A TOP WALL ELEVATION WALL W-IC TOP WALL ELEVATION STATION OFFSET -STATION OFFSET (g Const.) RIGHT(It) EL (Q[oust.) LEFT(n) EL End Wall W-1 44+00.00 28.58 10952 44+00.00 21.04 10.336 Sta.44+00.00 --- Sta.4 4023 44+25.00 2858 11.676 44+25.00 21.04 II.060 i 011set 21.08 LT 0//Se!2104 lT 44+50.00 28.58 1.??336 14+50.00 21.04 11.720 2Jp-297 - t- Begin Bridge 41+75.00 28.58 12.931 44+7300 - 21.04 12.315 . ` "'? f FFBW End Bent I 43+00.00 28.58 13463 45+00.00 21.04 12.847 r-F 0 na8e r 51a.46+3598 43+23.00 28.58 13.030 45+25.00 21.04 15.314 Plans la / Wall W-1C j 45+50.00 28.58 14.256 45+50.00 21.04 13.718 / drainage yyi 45+56.37 28.58 14.279 45+7500 21.04 14.057 structures I "Y B_3 d3+75.00 29.81 14.347 45+97.98 21.04 14.632 hI .• o- 45+77.42 299E 14356 45+97.98' 21.04 13382 44 45 �16 ' 47 45+97.98 29.96 14.430 46+00.00' 21,04 13402 I 45+97 98• 29.90 13.189 46+25.00' 21.04 13.613 Direction al Stationing._ N 33'3842 W ..ry.'. O; 46+00.00. 28.96 13.200 46+34.81' 21.04 13679 Begin AFP.Slab / I k" . e, 46+25.00• 29.96 13.420 46+34.81' 21.04 8.488 Sta.45+97.98 -J = 46+34.81• 29.98 13.485 46+4023' 21.04 8498 •r • �b i .......••• 46+34.81• 29.96 6.998 - 46+40.23' 2996 8.498 .. .£99 e.-..-... -Wal/W-18 �'6g .... ........,.ey.. ..r........r....n.•..........•....... ...••••.•.••......h.,", •Elevation to vo.t of sheet Aile. •n r, /I1f .,..._.r _ s r e, All other elevations to top of reeHM •Wall W-IA-- • �'`IIS.�. 456-5 21--11M 67-9Y' `\ �-To be Relocated L mon Wall W-1 Sta.4$+56.37 ' Sta.44+00.00 07(se 28.56 RT Offset 2850 RT PLAN Sta,45+7747 sca.a§+aO23 P' Offset 29.90 AT• ollset'39.96 RT (Lyall 8-11 b^'_.End Well W-I4 -^-Begin Wall W-IC End Wall W-IC Direction of Stationing.._ Sta 46+40,23 Sta 46+40.23 ....Direction of 5tat,onir.9 Sta.44+0000- -Begin Wall W-1A 518 44+00.00 531'-51' Begin App.Slab 8-111' /�4-111" ,--Begin APP Slab 197-11$" Sta.45+97.98 36.911,' I 51'-0' / 38-9'/e" Rs45+97.98 197'-119" El.13.479 24-119th' 26-01" T EI.13.183 fr El.13.658 20 • PH.I I PH.II 'El..1361 f 0 El.8,498 .@ - -0 --------'-�___-- _ '----`--__.'_•- ._-..._._-_._.._.__ Proposed GroundhneJj Exist.Groundline --10 --20 `El.(-10.5) `Bottom o/ El.-24+2_ `-El.(-12.01 --30 Sheer Pile wall `{,�NIIs 3 3.BER4/II'� Wall Transition f..�CENB-•'Y6. �ELEVATION -40 Sta.45+95.93 8 Nall 45*35Trans,i4n �' (Wall W-11 Stu 45+95.93 563 *: • j. Bridge No.034179 ,,,, ..�..,.•,,,.,.,,. rCARDNO,INC '° ,�qZpp� '•'evev�; ?;,°,,,'" r SHEET PILE RETAINING WALL(I OF 11 ' J00.rex 1+.K a vP /+',.... =.+9P is CbnrrtcrM as Yo;m.wcr Na cVIM X0ame/.0,lt,e.Jmf A4•+•� ;rCo1wtJ, t%5 f.:uta Ibraeux DrNe CHflKt3LQ4KEE BRIDGE 139 Ili,nt•,6v-356 "rnrt'tnt, -.-, tauenwe4•..+m... 000105.nsm. BW-3 `tea xx.f"s wr ..la11.....1 I` New WINnz-ass � \ REPLACEMENT e P i w COST SAVINGS INITIATIVE(CSI)lar Me CHOKOLOSKEE BRIDGE REPLACEMENT 1 • WALL W-2A TOP WALL ELEVATION STATION OFFSET EL (fL Con2Gl LEFT(ft/ Sta.48+55.73 Be81n Wall W-2 • 4945000 48+56.73' 2104 7.211 Offset 27.04'LT IRA :Offset 21.00 LT 48+62.03' 21.04 7.211 9}-3V" See Drainage Plans lar 48+6103' 21.04 12.431 End Bridge """"�"'- � r,•, drainage structures 48+98.98' 21,04 12.200 0?.. End 98nl 4 I lef9H.9H' 71.00 11.728 Sla.08+60.98 d IrWall W-IA 48+98.98 11.00 II.078 2 1 _...�...........-..�_�_- m 49+00.00 21.04 12940I \� RI e 0 49+15.00 21.04 12079 w 8-1 4945000 21.04 11<57oe DtrecNan of StWionim3� 48 ?•i g 50 51 I iii. N 54'1947 W 4 i • el 8-2 a^^ \ www.NON WALL W-2C TOP WALL ELEVATION _.---.--ee^ z_ --, ., -,-, `-End Approach Slab To a_relocated w w.w��w..w..w• STATION OFFSET ,.- ... - .. 91IWO ecu IQ Const.? BIGHT Ift/ EL 1c -----.- ^�9+-•- W.-1 W-28 •--.. 48+56.73' 19.96 7.271 •..w..opo w•.w..w..w........ . ....rw wow Now w..Now .wow Now.;,..'ly!-w.w NA:-......Now w.form. 48+62.03" 29.96 7211 -e• • its -Wall W-25 48+62.03' 29.96 12.238 X61-OYa"e--• -X21'-)175' 105311' 48+75.00' 29.96 12.007 Sta.48+56.73 591.4941870 Ste.49+40.72 18+98.98' 29.96 11.535 01/set 29.96'AT Offset 14.96'RT 0I/sot 2 T End Wall W-2 48098.98 29.96 12FLAN 790 Sta.50+50.00 49+00.00 2993 12765 (Wall W-21 Offset 28.55 RT ,...,49025.00 29.10„-, 12.385 49+5000 18.58 12.006 _...._.__.._......_.__....._ 50+70.00 28.58 116481 . 50+00.00 IH.58 70.646 �Oirettion of Stationing Direction o/5totioning� -...... ... ......................._.. ............... 50+25.00 _ Z2868 9.896 -EM WWI W-ZA 8<9/n Wall W-2C End WW1 W-2C ' �_�50+50.00 28.58 9.151 _Bean Wall W-2A Sta.46+56.73 Sta.48455.73 Sta.50+50.00 --- •Elevation to top of sheet pile. Sta.49+50.00 336-6Vj • - Ali other elevations to tap of ceiling 0-11W- ^4'-11%' • sr-ow 36•_9''4• � 51'-0' ;f 36--9'4" 151'-01'.' End Approach Slab Pod Approach Slab 591.48+9898Sea.4849898 El 12411-1 26-0V1" 20-116C rEl.12.232 20 El.II.7o7\ j AN II I 711' jEi.11.529 -t .- 0 -Viewed OrauMhne-"^ LEl.7.21 f t Exist.Greund(ine -10 \ \ --10 E1.(-10.47 `.-E1.1-10.41 __8pttoth of --30 El.t-3301 \\\.\ GM)*''I Shoat Pile Wall `2 87 7-. 4 --40 y' 4..•,F( ".I,i l.Wall Transition Wali Transition y� Sta.49+01.03 L--50 Sta.49401.03 E(Wart , Iwaffw*+�i %•* 4r_ Bridge No.034179 e fon . \ CARDNO,INC /#�'ry�! �bt 4,.,:i. ro`or.[any nu. SHEET PILE RETAINING WALL(2 OF 2) NO '`men.rt v JIM ''1 SSS 9•-• c"°'t1 z4e5 wo`p:n CHDR®LQS%BE BRIDGE ua SM BW-4 u un;i-m •••«�.,ar,. 6 jj fgill i 11� ll•"•••u•m Prom..tJ9t2X"&9t REPLACEMENT J i lie / - COST SAVINGS INITIATIVE(CSI)far the CHOKOLOSKEE BRIDGE REPLACEMENT 1 uCantilever I i 7W1 or TW2 Cantilever a PZ27 I.. Joint between Anchored PZ40 Sheet and Cantilever T P227 PZ27 Sheet to be at joint on FFRW(toping)side pp!! .,,Anchored . so that FFRW Ixes remain flush Edge or Approach Slab Anchored yT .Ay PZ40 1 l/rP240 a I U *51:I ry c.,,,,, I �. Coupler(rya) � /—Coping ? An.har And ° sa t r N Phase I Phase II m Q CPnsL•u2Han te! 13 t a D s if — . Begin Bridge FFRW End Bent I le Coping � Ste.46+39.90 P Cnp:rg y, e End Bent Const.Joint FEndFB Bridge b I FFRW End Bent 4 •i N L�� C Pile(lyp) Sea.40+00.90 T k I 2P'Sduare Prestressed r 1311 i2. 1 Cencrete Prle(TYPO ^ a —I I 5 Bridge Piles.--., F.FFRW / • h I 1 s I /J I b r t� T J 1 I "-ELF--- --fTh..I I I I La FFRW P240(Typ.1 tel 1_6 A 3-71$' 2 Sea.itA 9-6.19-4• 4-0" 2-0" 4-10. II'-6' 4-8K' 27.--1145" 23-01<" 29-1)15. 27-017 6. 6 FFRW—!"--.' FFRW PLAN (End Bent I Shown,End Bent 4 Similar) NOTES: • \\`��51�11)]r!!7j/ I.Place concrete bridge piles prior to placing sheet piling. \ g>rftGEHO/y // 2,fl existing seawall tiebacks interfere with the new wall.reattach anchor 1110*4�t;ElV1t!'fico�` beams using the Anchor Rod details. 6 2 = 3.See Sheet BW-6 to BW-8 ler Wall Details, 1.d; Q� ,.,'`�, STT�A� e: Bridge No.034179/ l.. —.w ...:,....wn:.::. 1 (CARDNO INC 1/....a... '1i/F ,ORtD?' rawa ma.+a 1/ SHEET ,\ _._._.._;._....__.__.__..................._...._____ .,,mc One AMANDA B.xri.t'PbT'$OMt.I Q.� • ;. met OAP. PILE WALL DETAILS(I OF PIO w.n.w.wa...... it Cowrty Castro rm hotrod. 4) a.e.TE1,1A.,P.47 a dill: N\-- �, ................ CN0g0L06SEE BRIDGE 41 j aa.noru-ins n.:.w•:.:.n- '� 14t c.amw.mnerel.. aeyes.rt.04 _ P,w nm.a-Pn _..__�.-----,`tmr..arc se.wnp„i:'ree A.pase ,/\ / Paw.rzs z-sz-4az . \ REPLACEMEIV7'. 11C COST SAVINGS INITIATIVE(CSI)he the CHOKOLOSKEE BRIDGE REPLACEMENT 1"O Vertical M'! l Z'0 Sch.60 FfRW Bolts(Typl 115111111=111111111115111 SP'"' flyR) PVC sheath Fl+inp plate —_ ISS"Washer (PIMe WasMr, plNa i"Holts(Typ.1 tape,entr,e is iFi1jti:! "lep: (Tye.) Lit a �) dell Gr.eo �ri.11.1.1,1_171 m Anchor Plate 11 Anchor Rod l K'eolr Jah'Washer i Bx8•r IV Ho fes •re ,`1lir Bolt Holes 2' IMMIIIER SECTION B-B (Tp, Waters at Schedule bo Pipe l , I S +3T - I I[8x11.5 at each TO bolt Il6roHolezp. FIXING PLATE Sparer — — — — (TYp) L I SECTION C-C @ 0000 I 3/0 Wafers c I d Sch.80 PVC sheath. Wrap IV 3 Hoie entire length al anchor with L Spacers(ryp.1 `--- g {Mthor Rod Spacers(Typ.) 1 Type T mastic tape. At ends _1�Ca:—=arc ,,,,--€ �— = of PVC.buildup junction and Q Plate.Bolt I. al with Type T tap*. 'r. I Mole,Spacers ,F. I I r' fl SECTION D-D IP p■_b Typ. €20 Square pip 2-C 8x113 1Pd�,■ Spacer(TM) I' nr,3W ANCHOR PLATE Ii` t. 11 t .= field evt line for (@ B,xe,,.IY°, Inside Wale e xcess&e length ry rPZ Top of Sheet Piles Sheetet Piles . 1 1. rT1 i Anchor Plate y � • � i Fixing Plates Iii' 1ei%I Jr(T'PJ ' 1"0 Fixing Bolts(Typ) 1. II�,� Bel Vertical i t — J Bolts(TYPJ Iq Prestressed � VIEW A-A Square Piler \\\IHIlllily 1.When adjacent to concrete piles.drive sheet piles NOYES: ``\\ R_.f .2 End Wale a.:GENoE to 2 I-0'above bridge pile. Field cut shat piles .♦s a to match required elevation. '7k%.:. TYPICAL WALE AND p456322.CnartnNs b wares shaft De Grave SD. _# ANCHOR ROD DETAIL __'7Qy • Bridge NO.034179 i.. e„ •<....,.«.,..w 1 CCARDNO,INC 1/ 'iJ _ CMlsr cenM6m.n , ET \ /....,„„� -Z'(d �� PILE WALL DETAILS(2 Of 4)SHE/ taerexjry cr eirewur.r ei v` rrli1} Pra,.;MTV2st-Inez REPLACEMENT [ T] Bw-B , . COST SAVINGS INITIATIVE(CSI)fan the CHOKOLOSKEE BRIDGE REPLACEMENT \ \ Back Face ' - of Backwall FFBW I (Index —PedestrIar ycle PZ40 Steel Wong(Index 8611 r;-I ----. Sheet Pile � 1 -I 10'F1 I 6" L I A r-0' Sheet Pile embedded in LB. _ Sent cap .- bh ss• PARTIAL PLAN AT END BENT ,1�p� 1._246"4 u 6. Approach Slab Bridge Top of Backwallshoo Steel Approach Slab Top Traffic Railing Sheet➢i!e SECTION B-B CMP Coping(at App!.Slab) CIP Coping(Som,to See Approach Slab Details Sheet for bar placement. Index 6110,See BW-81 Bridge Deck - Top of Sheet Pile-i` ,1— ~j.-_' ;- ; 1 F.7• -Cheekwali 4 Waters I I L_ N. 33 e)3t1&�}3 _1,_BMk Fate thick Expanded I Florida 1-9eant )f" pan 1 f Backwell Polystyrene along ( ir-1--f---1 Top of Bent Cap rerticai joint 1 1 1 11 6" Steel Sheet 1 I 1 1 I 1 Pile Retaining Wall----I' I 1 I I 1 I I I I I i i 1 - EERY, 1 ro VIEW A-A • 0111111111/4 RP2FRON 1, "▪ 65832 ••�. \ - A ,,W.- Bridge No.034179, P7..., .. — \ , l/ i..•_LORI» ON raur.r c,.rp.rm 1 1 ,,.,,RFs.•..��,. CARONO INC .,,..,..,j S •----- �i SHEET PILE WALL DETAILS(3 OF 4) S/B8T —L—.-.�. mew'WE uw Izt ,ty E � C ra°vn++wp"�iunro�. __ .... Na csnia�....A".eo.rnn.eu JAY \\ -HSI — Pri�y11\ Ch/OXOLQSXEE BRIDGE..�I_.._ ._ ........------ ILL frena,-nn ,,.....,., 10..0G116W Gawwy,r.,D.� am'.,F[Saq/ .,az aa�ae n.,.:awr52-,u BW-7 ` • / aI.U,E o p .ems....a rap / .. i REPLACEMENT t i 411Mir - 1 1 C • 1 / COST SAVINGS INMATIVE(CSI)tot the CHOKOLOSKEE BRIDGE REPLACEMENT 644}. T-9- I .. . A :• N 5-0. : , 5,8. -1i h 1.4-11. I .,.? - -- . ' ;.--3?f.shape Traffic Railing IS ':''Zi , 1 / (Index 420) .• . 1 % 3T Vertical Shape / 1 t.- Traffic Raiii‘,0(lifdex 423)--. RI Oars ST y.„e.: [ .•.... 1 . • H `is- 1 , :. I —Bars SV(Index 420) .• • .•• Bars 5X 1Z: 1 ::',.'., A/ : • • (Index 4231 I... I .,.. I :: i'• i : , ',::-,/ i ,./—C) Roadway R.,,,da.—, I , : • Roadway CJ— P6"avement— i.—Note 3 Bars SA 4 Spa., 1 i.., .•:',.:::, / Bars 4.t.@ 4.Spa,...s ' ,, Bars SS—..,,... \ 1 \ ---.., I,,,, 7-_--- -.______________L__LI. .. ;...... .'''''''.''''''"1 1...__,"4 '='. ----1,----'-------' • . - \ :MIN 7-1. - , NI= , i'. '•frGt[ \ 1 1.§- ,t., • "a. A.,8 • / • / §d.. ,' \ \/ i ' -.- \,—Bar41.ddfr \/ 1 -,___Bars 582 @ 1.-12.(Tye) 1 1 I . 41.• Bars 58)4 I'd'(TYP.)--V 8"5) 45°-. ,r &IN W.• Bar 5M 0 r-f)--- . , ,,,,, , Sheet Piling --... 1 0 1 'q : .— heet ISPiling I II,,i_ L.!:....1 6'' I SECTION THOU C-1-P TRAFFIC RAILING WITH C-I-P JUNCTION SECTION THOU C-I-P COPING,RAISED SIDEWALK SLAB AND C-f-P COPING AND RETAINING WALL Wong Left Reta.nidg Walls) (Along Right Retaining Wails) ,...___Z.7.EL......, ! t '1: • . : --'-------'—÷ • . ti '.. 5B1A 5879 NOTES: e • RoaaWay . . Pq.'11.9.f. _ .y.'.V11...-. Rotate ST Bar / 1.Place.!i.plumb d-grooves in copings and.slabs te.matCn Approach Slab locat,Ons for 3T Traff,c Railings, Also use V-yrouve at Tor 3'clearance-/ - I open join:!ocatiods. 51320 5828 2.See General Notes for sorface finish requirements. • 1 3.Match adjacent roadway curb shape and height. See i Fri ,OONINg c-,.., Roadway Kans. SE!BARS SCHEMATIC ',_..?. .......i 4.1 , fAANSITION DETAIL Bridge No.034179 ""'.""!'''''''''' -.\ '.. SHEET PILE WALL DETAILS(4 OF 4) ,, ,,,,, ,,,, , .. .......... .. ........... .. 7,',„;:::!!...n.,:::,' re.77'.....,..- , 7:2 .2.. .....,,,,,,,,,,!,!..,, ,,..,, CHOKOLASKEE BRIDGE -... , BvIse i i‘.. REMAGE.49ENT . . .. • , • 4 i , c i .„... I MARK LENGTH NO TOP'STYi :A 8 C I 0 E F H J 51ZEIOES Fr i 19 8485 646.4111 FT Ii,FR FT I IN IFRI FY IINIFR FT IINIFR FT 1114IFR FT IIN,IFR FT 11111F IT FT I.01,5171 LOCATION ROADWAY COPINGS NO. REQUIRED A 1 FC : :,111ITIATIVE(CS1)lot the CHOKOLOSTLEE BRIDGE REPLACEMENT I L L[1 I 1 1 L L.__ _1 t 1 —irAiL lc... 4 A 8-0 595r 141 I 8-2 1-10 1._. 86 4 L 4.--150 2,998, 10,1 4 3,-..109 0-8 4 AI 1 ..- 20'4- 1 2-2 197-6 A 3 ro.ii.i.2A woo 4 A 84-_05 I 1 575,1 1,. 6,i 29 01=10 r86 8 .41__ 1' 4 L o...._______ i 4 . I-IS 155+ 1 L l-1o' 5 B1A 50-6 1.3A 1 I 50-6 ow WALL IA wow 5 A 1 9- 1 3971 10 t7 J 1 10 I 5 L I 4-5 1991 10 3-9 0-8 5 ° 1 -10 19 1 1-10 5 13 22 I 20!4'- 91 0 15r 2 I 1-2 197-6 I 3 "WALL 2C wow 5 A ! 9- 1 3041 10 7-3 1 1 L-10 S L. i 4.-S 1531 10 3-9 0--S 1 5 AI I I-ic 153 1 1-10 4 5 824 I 157-0 15 2 2-2 150-6 T L END OF LIST . . ( '''., • Bridge No 034179 / e ,r, ''s e ___ ,, f — cc.,CO,y Grew,. REINFORCING BAR LIST •I.,„,,„„T`. 2400 2 Mr ht 42 Er35N F WIFE EX, Z:::17.77117—411 A;.: ' ' ' - * i - — Na 56 CTRN 550 . L. Ciith1691HWYndk J •84459./ / •. / •.. REPLACEMENT I ..1. kJI 11 _ . rCOST SAVINGS INITIATIVE(CS!)for the CSOKOLOSKEE BRIDGE REPLACEMENT ...‘ . .._..., li. 1 :•• . . •,... '4, ! ! : \> :•:*. i -1 . . . •• . .. • :: r E N, 1 : . .•• I ,-10-6003(177.) 1 I [ 10-6G02(Typ.), • . ! 1 \ \ / , / 2ii —1r- , \ , •' / 1 I. : 1 ' . ' • :(Constr..--,‘ ttl :•nly i //r '>.-Existing Concrete sheet pile waif ! 1 , 1 i 1 : • . . . . „ . / .• „ . . . • : • : : ., .• . .•• N'i--_______---'' • .• . : Bridge Coping...., /1 10-604(lyo., • . . 1 s : 1 i / ! • • 1 . . :/ .L. . : : / i 1,33-cro-,----,7 / 00-600211701--- 6 135•11.0.--\ / •... Field Cut / •.. to S,t(1.SPJ- / 8.r -- / 550S a 12”(TSP.), .-i (min.Splke) / , • : 55-K \ i EXI :-104601 ) STING BULKHEAD PLAN ,....10-6001(1-SP.1 CTSP. (South Bulkhead shown.North Bulkhead opposite nand) 10-6604 0-y0.1-"\ •.,1 t ir A, PARTIAL BULKHEAD PLAN eneinForring ssrrunetric about 1 of bulknescil : sc. -,15-,:-.••-• . .. ,.,,.,*.,,,,,.,. '.'. "•:• :" "' '... Bridge No.034179 i . \. .. . ......,...._......._......_ „ -\/T.Y.LIN INTERNATIONAL -\ ,,„ ,oAsois,.• '. .''' ' BULKHEAD REPAIR DETAILS(1 OF 2) 's r SNE4T-\ •-• I'1. '''''''''"":' 24X,,s,stRa, NI2 ;;:,,t.m.,4Ei C',..".'..., '' ',VeliokoiFgiefghliiii7E-- ' ' r------- ' ' :Z. •,ris.,3401 . '. .0, ,,,-,846 , Ptunt.: ,,,,,,,3e, .REPLA CEMENT eV°j / • •.. ,,\ . . lilt .0....., ta I . .• z_c. .• . COST SAVINGS INITIATIVE(CM)tor the CHOKOLOSKEE BRIDGE REPLACEMENT ttt • , . 1,--4-660x Eq.spa/el L._...._.__ __._I:L_J----''i _1_---, Exist.Bulkhead Cap to be Removed-....., '',. s--Exist.Articulating Block .,..,,--,.....p_...... .._. ___------\.-- ----- ---- . , , ---,.. ' ( , A .7...Exist,Soil . . ---._ k I I , ----,----.... t Anchor to Remain • 5095 W)? -----,,,,i . 1 : 1 f . .•• -_ - .• , : _.3-6600(E.1.) / ,1 • ••_ i -Exist.Filter Fabric ,.,' .... L. . 4ER Spares ia 14 to be ReplaCed ,„ NI IV° IS .... • W f.12 r--- .,'" Exist.Concrete ,„.-NeW Filter Fabric -i Sheet Pile Wall--- t.11 ,...- §1; i 1gBULKHEAD REPLACEMENT DETAIL . • ----\_-Sod to be Excavated ......."*" (Baal ill after placing Filter Fabric) Exist.Concrete ..„.." . Seawall to Remain-v.. • • .. .____ EXISTING BULKHEAD REPAIR DETAIL GLASS FIBER REINFORCED POLYMER_LGIRP) BULKHEAD REPLACEMENT NOTES: REBAR NOTES: 1.The bulkhead replacement concrete shall be Class to,Bulkhead with Micro Silica Fume added. 1.GFRP Bar material snarl conform to ACI 4405-08 and 440.6.08. 2.The Contractor is responsible for the stability of the wan at all times during construction. 2.Submit selected GFRP Bar to County art Engineer for approve). 3.The Contractor shall notify the County and the Engineer of any construction damage to the existing bulkhead,anchor rods or articulating block mat.The County and the Engineer must 8 CFRP minimum properties' approve any repairS pOior to use. 1 BGy48ANTE.ED MIN.SPLICE 4 The Contractor shall take care to avoid damaging existing seewali.When removing the SIZE OOMINIA. 1DEssirG,X1E,TvENSILE: bulkhead cap.ensure demolition does not damage the existing LENGTH seawall and anchor rod(s).Any . : GTH r existing seawall and anchor rod damaged as a result of the work shall be replaced at no #5 0.625 1 164 1151 1 z-r additional cost 86 0.759 i 10/KSI 7.6. 5.Excavate to 4 tt.berow theexisting bulkheads and Install Filter Fabric conforming to Standard Specification 514 throughout the length of the north and south bulkhead taps. MARK LENGTH NO TOP 1STY 8 C I 0 I -T 5 1-- ll I 1 X WI 0 - 6.The exact dimensions and locations of the bulkhead anchor rods are unknown.Locate.ncnor sizr1DES FT i IN BARS BAR,* FT opt(FR FT I INIFRi FT IINIFR FT IrNIFIli FT PK IFR)FT PA'FRI FT jINIFR FT It Pa NO ANG rods and avoid damage to the rods during excavation. x LOCAT1ON BULKHEAD CAP NO. REG.OLRED- 2 7.Crean alt anchor rods and coat with epoxy mastic material before casting Otrikhead cap. 6 501 28-7 t 40 11. za.-7 J. It 6.After the filter fabric Ras been installed.replace the fill soil to match existing grade aird . 6 602 20-11 20 11 20-12Y I h i -- I I re.install tne remover,articulating block on top of it.Repair any damage to articulating block 1 , "t'',,,, mats due to construction activities. _6. 603,,,,,,,,18 6 20 I y.28-5 ,1,2, i 2 1-8 -8 I i 4-4P,144Y-.4ircsirf%,,, 115 8',aro roS7 stone complying mit,standar,Specification 001 on a,iculated block met'if,aurds 5 CO5 4-J 226 I ll 1-6 1 6_,.. 1 6 flush with top of mat. END OF LIST klbx Refer to FOOT Standard Index 21300 for bar bending shape and designation. cSibliX4$44 ..1} Bridge No.034179 3 7.-.;•\..,.\, , „... ,.. / f.TY.LIN INTERNATIONAL -.\ !;.;;,,„a,rAre or .,,,,. BULKHEAD REPAIR DETAILS(2 OF 2) aN.,e..4,14yoat,,,••'..4- 0,FM-,D,r0,1 100'Sh 'O 51 kf, liVinhil PM," CHOKOLacKEE BRIDGE i • BWA 1E,.3 ...7 , '... .RL'PLA C'EMENT .,\. - ,i . . . • Lfi lie COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT S. 1�-,JI ///''''''for drainage s[ruCures L4 Direction o/Sta:ioninp� Be.Drainage Plans 0 i 42 43 44 43 a. 46 a Begin W411718-I 51a.45+0500 End Wall TW-I Sta.42+00.00 Offset 2.0'R7 Std.46:-0908 Of7sat 2.0 R7 ..li ' PLAN TW-1 'End Wall TW-I --Begin Wall TW-1 Direction of Stationing._ Sta.46+49.08- Sta.42+00.00 440-80 Proposed Ground El,16385 Et.6.917 Minimum f 0 of !_E+/sting Grouts (AP➢'ar.!'-0`Below too of wall) Snee[Pil<Wall 0 -10 El..1,0 Bottom of Temporary EL-1.0-I Sheet 20 Sheet Pile Wall WALL TW-1 TOP WALL ELEVATION WALL TW-1 TOP WALL ELEVATION -30 ELEVATION TW-1 STATIOSTATION OFFSET -40 (4 Coast, RIGHT(ft) EL IS Const) RIGHT(119 EL 42+00.00 2.0 6.917 44040.00 20 13.183 4242000 2.0 7.256 44+6000 2.0 13.685 42+40.00 2.0 7.639 44+8000 2.0 14.146 42+60.00 2.0 8.065 45+00.00 2.0 14.566 42+80.00 2.0 8.534 45+2000 20 14.945 43+00.00 2.0 9.046 45+40.00 2 0 15.283 ,��,><}p3PIlifiliffi, 43+20.00 2.0 9.601 45+6000 2.0 15560 ws 4304000 2.0 10.199 45+8000 20 15.836 ,w�;�` �j 43+6000 2,0 10.819 46+00.00 20 16051 \ q6 81488,......4.1„.......:.80,� 43+8000 2.0 11.439 46+20.00 20 16.225 k '_,_,10,./;3,1:::.... , 04W0.00 20 12.056 46+40.00 20 i6-.358 * 44+2000 2.0 12.640 46+4800 2.0 16.385 �;3 ,/[;41= Bridge No.034179 BTA 6/;W'- J .. .,. 0 00'•..W...�. 'CARDNO INC l .'Om 4t J.:t baCF'� `CollieSlonoor Cowry Oro,'" \ TEMPORARY RETAINING WALL(I OF 2) \ WEST Urj �:1ti•''^ cow dy g z.uo' <>rN. CHOKOL0.4KEE BRIDGE 04NO te.nw.c.,e-.S.M.,' rare.e3 s+r.. BW-�4 V.rufI:1.-uo: .664.+Pi0Ri6 9:250402 REPLACEMENT \ J caRc.r4 v wraw,:,.4w..21). J J\ 0,...9... .2n�6 .atm r6 J ,.,r. ..a..,,,...,...f......r_... ,....., V 1 C: / COST SAVINGS INITIATIVE(CSI)for the CHp1OLOSKEE BRIDGE REPLACEMENT N Direction of Stationing._ For drainage structures Ifsee Drainage Plans 4:19 50 51 , End Wall TW-2 Ste.50+5000 8e91n Wail TW-z__ Olrset 2.a RT ., ,••,. Sla.48+50.93 .-......_ - ,W Off set 10 RT ""-" - -�-- ....._..... _..... ......... ....._. PLAN TW-2 Oirectlon of Stationing. —Begin Wall TW-2 End Wall 7W-2 510.48+50.92 Ste.50+50.00-- 202-0 see Note 1 El.10.754 Proposed Ground El.15.279 /r-(Approx.1'-P below Minimum Top ll top of wall)E+isling J 2O Shell Pile Walt r Grourb 1l -10 1,\\ `Bottom.of Ter^parary l\\ --10 `El.-3'7 —Wall Transition sheet vile wall `El.SO _20 SIR 49+20 WALL 7W-2 TOP WALL ELEVATION 72-0- 130-0 Permanent Walt Temporary Wan STATION OFFSET EL iQ Conic.) RIGHT Ifll ELEVATION TW-2 48+48.00 20 15.279 _ 48+ _1 60.00 2.0 5.!15 48+80.00 20 14.756 VOTE. 49+00.00 2.0........._.14356_ I.Due to installation of anchor rods,this wall Will remain. 49+20.00 2.0 13.915• During removal of temporary wail.trim this wall to 2.0 49+40.00 2.0 13.433 below final grade elevation. 49+80.00 2.012,910 49+80.00 2.0........._.12.346 40Uk1 59+00.00 29 11.749 �,�Q�‘�c0.Gf.RON plj2i!// so+20.00 2.0 n.t49 �`T y`C¢N88-•, /moi 56440.00 2.0 10.549 `y' r 50+50.00 20 10254 • _ 832 \ #„1::::;a5632 ; a �? Bridge No.034179.f / ,,,, /CARDNO,INC �.,,.,.,,,, -,,,V k Z Game,rare TEMPORARY RETAINING WALL(2 OF 2) Sir IIae4Nt rtnt AMANDA 8.,r7”G Q"-- NO 4a,4fe Ar a,rat4w»rm ',"=.7:=.7."151,111401 cOfM. zu5 sa. �a c,iw CHOKOLOSKEE BRIDGE JII J �uo(r KSzor.NrNw,"wT`0wn» /` /i 1 t d"°"ww 2:222'491�mP j\..� REPLACEMENTM `W-p�3 l AiL .:F A t 'IL A '' . .._. _,,,,,__ „„...____ _....,„_,,_„ _._-->- ...--- COST SAVINGS INITIATIVE(CSIj lar the CHOKOLOSKEE BRIDGE REPLACEMENT \*pA1ro 1. 1 -.. COLLIER COUNTY GROWTH MANAGEMENT DIVISION `1S CONSTRUCTION AND MAINTENANCE '4.24,0..' - INDEX OF PLANS CR 29 BRIDGE No. 030161 OVER CHOKOLOSKEE BAY . SECTION 23, TOWNSHIP 635, RANGE 29E Y • • 1, SHEET NO. SHEET DESCRIPTION �-. IN/, KEY SHEET PROJECT NUMBER 66066.9 I i } GENERAL UTILITY NOTESS W3-WS PLAN PROFILE SHEETS �"^ .6.W9 WATER DETAILS IS' i-- UTILITY RELOCATION PLANS ---. CHOKOLOSKEE BRIDGE REPLACEMENT k+ie r, `e •'-r � ” • ' W fix s • � 4;3%.;it 00 fD TO: » ' � , 'i TYLININTERNATIONAL 1 2DFv•STREET L9 E � 2120 ":,%.",',..4- FJ SUITE ,FLwna MAY END PROJECT ,i+ + i ,"fij ; F: .35933z 4655 o, iz39133z aa ENO BRIDGE s Eft°' „�eta _ { S a PLANS PREPARED BY, r TYLININTERNATIONAL '71 ., 7„„„,,,,,l, SUITE AVEEf!AS STREET i '. «9 D 2 C Res a TS�t } 3917 '�! * PP: i' 4 MILES UIT TELE ZO NIERS. 3 Y�, 9 It i�. FA..I 391332 93 W A' g� -D 2♦ ‘t:4 i �•4:,540,‘ �‘4I1-0Y•Ail . i 4 �1 ,, NOTE:THE SCALE OF THESE PLANS MAY GOVERNING STANDARDS ANDSPECIFICATIONS. BEGIN BRIDGE ...,,.� HAVE CHANGED DUE TO REPRODUCTION FLORIDA DEPAATMFNT OF STA.46+35 98 - +T a{3nE.PP 1 DESIGNSTANDSTANDARDS SPEECRiITIO DATED FFONPROADATAND 8EG/N.PR0JECT, +`+'pts S Y Ad IUM SIA.41+00.00 `+ ). �:1C€;ypp4;1 , UTILITIES DOCUMENTS. 42' '+*` NO +9a�4` 111`1 9 AMEND.9Y CONTRACT COLLIE.COUNTY UTI LATEST REVISION. t `. 4T KEY SHEET REVISIONS L `6 p��.� �#02 I OAt( .....''...4'41°.,„ ENGINEER OTEENO N S,,NA,;ENL 1 '2015 FISCAL i SHEET i YEAR NO. _......_... - IS i WI I 150 1 Kw 1 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT% STANDARD PLAN NOTES 18.THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE MIO 1.ALL YARN SHALL CONFORM TO LATEST REVISION Of THE COLLIER COUNTY UTILITIES SPECIFCATO,YS< PRIOR ENTTOBIUOING.TOF OO CONDUCT NS WHICH MWHATEVER AY BE NVESTIGATIIONSNG TIEY MAY EEN NECESSARY TTHE COURSE OF WORE.ALL O ARRIVE AT THEIR ARE 1D44 1 . Z.CNNTRACTOR SHALL MAINTAIN WE COMPLETE SET OF CONTRACT DOCUMENTS AT THE SITE.THESE DOCUMENTS SHALL CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED.AND(PONT A INCLUDE BUT NOT BE LIMITED TO CONTRACT LYCUM£NTS AND SPECIFICATIONS,APPROVED UTILITY PLAN SETS, WHICH THEIR BIDS WILL BE BASED. UTILITY PERMITS,AND ANY TECHNICAL OR REFERENCE DOCUMENTS THAT NAY BE RELATIVE.AS THE WORN PROGRESSES THE CONTRACTOR OR 015 DESIGNATED REPRESENTATIVE SHALL RECORD ON ONE SET OF REPRODUCIBLE DRAWINGS 19.ALL FRAMES.COVERS VALVE BOXES.METER BORES.FIRE HYDRANTS ANO MANHOLES SHALL SE ADJUSTED TO FINISHED GRACIE ALL CHANGES AND DEVIATIONS FROM THE ORIGINAL PLANS.HE STALL RECORD THE EXACT LOCATION OF ALL UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION.ALL VALVE PADS SHALL BE PORED IN PLACE.NO PPE-FORMED CHANGES IN VERTICAL AND HDNZDVTAL ALIGNMENT Lw OFFSETS AND TIES TO PERMANENT IMPROVEMENTS SUCH AS VALVE PADS ALLOWED. BUILDING MD CURBS. 20.EXIST IOU UTILITIES NOT BEING REPLACED UR RELOCATED,ARE TO REMAIN IN SERVICE. THE PROFESSONAL LAND SURVEYOR CM CDORDM'ATE WITH THE CONTRACTOR TO INSTALL THE NECESSARY APPURTENANCES OM BURIED UTILITIES TO FACILITATE THE SURVEY AFTER CONSTRUCTOR IS COMPLETED.IN AWITON,PRIPERTY STRAP 21.ALL POTABLE AMy OTHERRFNMINS SHALL MAINTAIN 5 'MINIMUM HORIZONTAL SEPARATION FROM STORM DRAINAGE STRUCTURES NUMBERS MD STREET NAMES SHALL BE SHOWN ON THE PLAN. 3.A PRE-CONSTRUCTION MEETING IS REQUIRED BEFORE WORN MAY BEGIN.COLLIER COUNTY SHALL BE NOTIFIED 22.AIR RELEASE VALVES ARE TO BE FIELO LOCATED WITH TAPS WITHIN I FOOT OF FINAL HIGH POINT OF ALL PIPES. 48 YOURS PRIOR TO PROJECT MOBILIZATION. 23.ALL ELEVATIONS SHOWN ARE NAVO 88. 4.ALL WORN AND MATERIALS WHICH W NOT CONFORM TD THE COLLIER COUNTY SPECIFICATIONS ARE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 24.ALL NEW PIPING MILL BE TESTED AT 150 PSI FOR 2 HOURS. 5.ANY WORN PERFORMED WITHOUT THE NNOWLECGE OF COLLIER COUNTY IS SUBJECT TO RE-EXCAVATION,REMOVAL 25.POTABLE MATER AND NON-POTABLE MATER JUINIS SHALL BE OFFSET BY 10 FEET WHEREVER POSSIBLE, AND REPLACEMENT OF SME TO BE DONE AT THE CONTRACTOR'S EXPENSE. 6.THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOB AT ALL TIMES WRING CONSTRICTOR TO SATISFY THE SPECIFICATIONS AND TO COMPLETE WORX. 7.THE COLLIER COUNTY INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTOR. ESTIMATED PIPE QUANTITES B.THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFY GRADES AND LOCATION BEFORE PIPE TYPE S WANT ITT UNIT BEGINNING CONSTRUCTION.IF LOCATION OF EXISTING LINES ARE SUBSTANTIALLY DIFFERENT FROM PLANS,CONTRACTOR WY I 207 HOPE M II CASING 300 LF 10/NTIFY ENGINEER PFIIYNI TV BEGINNING LOTSTRCKTRIN. - N.IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND TME ALL POSSIBLE PRECAUTIONS TO AHOLD ANY DAMAGE TO ALLWWM 12 HDPE DR H CARRIER 4W LF .....W. .,..,.. UNDERIRND PIPELINES.TEPHONE,CABLE TV,ELECTRK LINES/CONWITS MIN D STRUCTURESADVANCE OF ANT Mi 1 IV WOO PVC 495 I IF CONSTRUCTION.COLLIER COUNTY WILL NOT WMMTEE ANY LOCATIONS AS SHOWN ON THESE PLANS OR THOSE _._..................._..........................._........_...._....................._..........:....... OMITTED FROM THESE PLANS.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR AY AND ALL DAMAGES WHICH MAY OCCUR OT HIS FAILURE TO EXACTD LEGATE AND PROTECT EXISTING UTILITIES AND STRUCTURES. O.CONTRACTOR SHALL VERIFY ALL QUANTITIES SHORN ON THE PLANS.IF ANY DISCREPANCIES IN QUANTITIES ME FOUND,THE CONTACT INFORMATION: CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND COLLIER COUNTY. II.ALL REGULATORY AND PERMITTING AGENCIES'REQUIREMENTS SHALL BE COMPLIED WAIT. Mahe3tStanton Coece 12.APPROPRIATE TURBIDITY CONTROL DEUCES TLC.SILT FEACES,HAY BALESL WILL BE UTILIZED WRING ALL PHASES OF 12641 Corp°,ote Lakes Drove INSTALLATION MD GRADING.CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE NOTICE OF INTENT AND ROYCE OF Fort Myers.FL 33913 TERMINATOR TO THE£PA IN COMPLIANCE WITH THE COLLIER'NPOES PERMIT.CONTRACTOR IS the Fe.:239-786-1282 RESPONSIBLE FOR DEVELOPRPU AND RAR ITANIH;M EFFECTIVE STORM WATER POLLUTION PREVENTION PLM. Phone:239-432-1861 13.LOCATIONS,ELEVATIONS,AND DIMENSIONS OF EXISTING UTILITIES,STRICTURES AND OTHER FEATURES ARE SKARN Bob Tomlin ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TINE OF PREPMATON CW THESE PLANS,WT DO NOT Lee County Elset.to CA-Op PURPORT TO BE ABSOLUTELY CORRECT.PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL VERIFY AND BE FULLY P.O.Bo.3455 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASKWEO Rr HIS FAILURE TO EXACTLY LOCATE AND N.Fort Myers,FL 33918-3455 PRESERVE ANY AND ALL EXISTING UTILITIES,STRICTURES,AND OTHER FEATURES AFFECTING HIS WORN-ANYTHING NIe Fey:239-655-2231 NOT SHORN ON THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER MD SHALL NOT Phwv:239-656-2192 CONSTITUTE AN EXTRA,UNLESS APPROVED BY THE ENGINEER. 13.son WM.e y M.THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE COLLIER COUNTY IMMEDIATELY CONCERNING AM Emberq CONFLICTS WITH THE COLLIER COUNTY UTILITIES/STRK TURES ARISING WRING CONSTRIICTON OF AMY OMAN ,FLpe341 A.enne Unit 101 FACILITIES SHORN ON THESE DRAWINGS. Phone:239-263-6276 I5.THE CONTRACTOR SHALL VERIFY ALL UTILITIES MO PROVIDE AT LEAST 48 HOURS NOTICE TO THE INDNIWAL UTILITY TERRY SMALLN000 COMPANIES AND COLLIER COUNTY PRIOR TO CONSTRUDiMN.. CITY OF EVERGLADES CITY l6.THE CONTRACTOR SHALL REPLACE ALL PAVEMENT.CURBS.DRIVEWAYS S DEMI LOS FENCES ETC N H THE SAME TYPE P.O.80X 110 OF MATERIAL THAT WAS REMOVED WRING CONSTRICTION OR AS F ED 3f TUE ER_EERTHEt'.RT-N.AFT I j'LF EVERGLADES CITY.FL 34139 RESTORE ALL AREAS AFFECTED BY THE CONSTRUCTION TO ITS 0.G N `v..N t.COADLT 9£.t N,tNN N 5A11, T ,9 Stephen, 'Twin.THE INH%-OF--Wary ALL DISTURBED ANEAS SHALL ECEM1 S,'UH..S..MATERIAL,N 6 .H.e W4T� E lodes CI aJ Wntert SPECIFCA7IONS. 1 LM,•e f- R * Phone:230-695-2503 w= ,��•. F 0i'...F,1 ONlelm % J GENERAL UTILITY VOTES `',r SHEET MO MST sTNEcr M S F w ST r�g pP�,A•`' CHOKOLASKEE BRIDGE mERs.TLDIMaJm ...e..I ay7 ANN. Ra w.' _ SJN JJ2-H46 Rose 2l9 X52 151 I E i =, ,/ REPLACEMENT Mi. hG COST SAVINGS INITIATIVE(CSI)for the CHq(QLOSKEE BRIQGE RE' CEMENT �......:..�.,e,......,.. •` i'.10 4 1__.._. - ..... �- T4, X40 > 142 H �_a I"'"'—k----T—"-;---'_r } I r I 42 t 23 -.0 CORSO N 53"34 J. W A4 --_ 40 ._. - - - ,. CONNECT TO EXIST WAI EANDII BY CUT-IN INSTALL IF GATE VALVE 13 15 PLACE ARV ATHIGHNPOINT IN LINE I FITTING IN CONFRACTOR TO MINIMIZE TINE OF SERVICE SHUT DOWN FOR CONNECTIONS.COORDINATE WITH TIM STEPHENS: U 130-605 2503 FOR DATE,TIME,AND DURATION. _ ``---R/VI LINE 0E614 P.ROT;CT BE;1N P4i • (IOTA tot+ffiR : 3.1 20 y GST A 41+00 e0 ^1. i CONST. _. , W� w. oN � 'I.� , `4 �, --1L M 1 _ YC� _,� DLL'N# C 0 x 1*N01f1:919f -20 V..,v q9 9 ,.y: € !.. __.f 19c sdo ova, {( 4 :W �.. f 741440 °. 2PE2 00 143+00 1441+00 r z 14144 q {yam CT 4 0 4 .,c3 4J 4c 4] ham. .SrON'`,t� f UTILITIES PLAN PROFILE SHEET _p TY.LIN INTERNATIONAL S ,..„, - - P c KOLOtsABE BRIDGE 00WIT,z E 1 6 2 dREPLACEMENT *51.� .. FA.:1,39 ,. Nm,I,,,roN 0l5_....r n. z e o.^+ ii 1 W. 0 ...wwrW. COST SAVINGS INITIATIVE(CSO theCHCAOLOSKEE BRIDGE R" CEMENT _,_ ......... f I)fa ..?^ a SG IIN Aa. ^ E— T Y # —360 LF FO IP DR it Lns NG PIPE ENO DIRECTIONAL BOON BEGIN DIRLCTIONAL BORE W/A00 LF OF IS DR 11 CARRIER PIPE STA DIREC SFA.a5+50 TOP OF PIPE.-IS RELOCATED BURIED TELEP,IONF .0. 1 2 �RWLNE : EMD » r17 _ I � 1 0E47435 0Ef 5 A. -4+00..3 57`x.:4✓;-r3S 9B`' I coNsT .; __..,.. 4 iONST . I �- 20 ww. 6s L iz e900lP FT S`"EEC,t CEN 1 : 9tlF 1I I Il. .....� t V":-- r I C.41r; OR I I 9$°`Pik "� i 3 \;�.� A OF IEE I#`OR kMhSlpA PIPE --'.Y' } £ ,,. -^ ^- Y OF PIPE ) �-"'"" ' j -20 ...,�. ......., 14'01 44,...Y.''rr f i ;i 7 f1 11 4 g2 7 .J• ,3.77�r• y..... 744A00. 1 0x00 Vt.,' 45I 45+00 1441+00 _ ! u'--- j— ILITlES PLAN&PROFILE I`I f T Y.LIN INTERNATIONAL , `n STATE mm U� TES P. o N 4r C'HOAOLOSIsEE BRIDGE fi L 1 .G : �, . ,v,i.. , >n,,.,rr�,,,. 11Ai 1 6 2 sr�ON REPLACEMENT 53.�.. 11C COST SAVINGS INITIATIVE(CSO for the CHOKOLOSKEE BRIDGE REPLACEMENT 1': RlN LINE . ...............--_---___ _. I...444\0. 21. l51 .4..._— ,s` s _--h 13 + ,F 531-366 13 3z'4,3 Ai," ' 51Rd/J* " IAe CEAVAr ZI-IV01Nr IN LINE 51-360.HIM..6.2 saas,ao Rr i j# . ((((( 1 I s E;,,1 .1'"s rpo Nl.}p�Sr JCt}. END PG I LST 3 F AA . A. +^ IF, t i •-CONS1 e CpNST 20... � a II ,I !Y IC _ _ — C 001 C .. —. - t 1.4 4 W fw i 1 . Lrzus' N AN , j t r Eic, sihE va vE 1 ,%ti r5 rE I - i.4A R E2 IN NiOt fr� __ 1 .F6g,GgN 531 ♦ I a ' • rya E ,,;: w l 155+0.6 i5/, I w ,,,,I 1543 irk 3 r15 151f00 ; 4�td'. q I 55 40 53 \.--'7-1-0--- —, X' (1T/LITIE�PL 4N 1�PROFILE HEFT _. tT Y lIN INTERNATIONAL X97 L t�GSg� c n ,,r,,,,,< •"""-^"" --- I. :a ;"f cE .ta L f} fHOKOLOSICEEc BXIUGL e N.c. — 1 s1? XFPG f fEMFVT ese C • -- ... : COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT m.....'HINIMUM 1--1/1"OF 1 ASPHALT OVERLAY(TYPE 5) I i2 MINIMUM TAPER S 2 IMUM TAPER VNDISTURBED AREA I TRENCH UNDISTURBED AREA MI LIMITS L. { .... ..... .. .... ,. t ...... .... EX1�T U BAS.,. ASPHALT BASE COLIKR-^^ ° 3 ( .� .u.^_;Y �._.....)1, V ..'f St .L 53 TYPE 3(ABC 3) , { ',.."('Ly-,-A ' 6Y ASPHALTIC CONCRETE—' W I`' "I If i ,,,', 1 1t a. 4 1: Sti { • THICKNESS • TO BE THE 4 t 5 .S L} _-} SAME AS ADJACENT ROADWAY , R s ) -' , WHERE ANY TRENCH OCCURS IN I """ nN UNSURFACED AREA,THF.. I p pWA�SECTION 120RIDA i TRENCH BACKFILL IN COMPACTED ' THIRD STAGE OF BACKFILLING : PEC fSECTI N I SIA ¢ MAXIMUM 12'LIFTS TO A 98% SHALL EXTEND TO THE FINISHED Sj CA ( a_ -STEEL PIPE CASING i L (SEE STANDARD DETAIL G S) ' GRADE ,��"" I` REQUIRED DENSITY 1 """�,,,;_y THIRD STAGE 3 ....... RIPE CABLE OR GONDOL( • 13( 1 I % • SECOND STAGE COMPACTED GRANULAR MATERIAL of �� .._ M j • • TRENCH BACKFILL TO LEVEL OF l • ; "e9'^E j j ONE FOOT ABOVE TOP OF PIPE IN r Lr' 6 COMPACTION LIFTS FIRST SIACE. 1 i, I PIPE BEDDING TRENCH WIDTH �""- (SEE NOTE 2) VARIES` 1-0" OUTSIDE I'-0 i TRENCH WIDTH=PIPE OUTSIDE DIAMETER PCIS 2 FEET 'MINIMUM DIAMETER MINIMUM NOTES: 1 OVERLAY REQUIRED AT COLLIER COUNTY'S DISCRETION NOTES: 2. WRAP PIPE JOINTS W1111 FILTER FABRIC 3. ALL PIPES SHALL BE CONSTR'UCAED WITHIN STEM CASING PIPE IF 1.BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED . IUSTaLLED ON A ROAD TO BE WIDENED. FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED.BACKFILL MATERIAL SHALL CONSIST OF EARTH, A. RIGHT-OF-WAY PERMIT STIPULATIONS OVERRIDE THIS DETAIL WHERE LOAM,SANDY CLAY,GRAVEL,CRUSHED LIMESTONE,DR TRENCH IS LOCALED WITHIN A COUNTY RIGHT-OF-WAY• . OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS • 2, IF TRENCH BOTTOM CONTAINS ROCK.THEN A MINIMUM OF A 6"PIPE BEDDING SHALL BE USED. t,It reef LJ�O1 N,a cue SIA[.E....R9.Ap, MAJOR COUNTY,130/.D„AND NUMBERED COUNTY"ROAD • UNPAVED. AREA,..TRENCH. #sE. ..G& FLOWABLE_FILLROAD AND TRENCH RE$TORATION • BACKF.I_LL DE• TAILIS w6 Nis �` �\ W'- COUNTY STANDAR°. DETAIL G 2A COUNTY STANDARD D_:TAIL �t`}' z �1 (. REVISED:APRIL 2006 • REVISED APR 4X,N6 a-, r'f`9' Y.LIN INTERNATIONAL Ap f W • ATER DETAILS T _ � w OED .. i- j .,. , GOXOSKEBR GETEL.(2 9,11'15/44 Www5/2491,52-8192W..REPA 156 1 I #T rZ i t. n'.ti UNC! :"'-5.:. COST SAVINGS INITIATIVE(CSI)br the CHOKOLOSKEE BRIDGE REPLACEMENT (_)/.BMS OON NUODS ANO 11 (A)ft NRS DWimML \ ; REINFORCING.MOUnFOR }-i 5 STEEL) , 1 t I SUECIT?LENEPoNO • 20 i 3 i - {" ( AS VRR',SEWER'. ) v MAXIMUM ..•.. ."""...LENGTH Of HUD....._......_ .. ..._.......,•, 30' i OSIBNX'. (TYP) SIGNNING MINIMUM (, l ��, DEPENDING Au USF BURY .. ......... (.` STANDARD _ I,I DEPTH f _ • /� 3 MINIMULI- VALVE(IVP)• • ti\ !MOPE CARRIER{ "-...._ .. C1.6ELYEW PRaoEEA 3'CONCRETE BRASSDISC 'PIPE -'HDPE(DRI 7)CASING PROFILE f - 92E Di MAN OR BYPASS NUMBER OF MANS TO OPEN 13 sl TURNS ! OPEN C C �0 TION TO TURN TO OPEN GMNNG CV "". - ALVL AWNLEACIURER • `' 199A- O •---- YEAR vALVE INSTALLED DD....INS,TALLATION Nin„5.- ”' - 1 PROVIDE VALVES AT BONA ENDS OF SUBAQUEOUS CROSSING. FOR WATER MAIN CROSSINGS,THE VALVE CLOSEST TO THE WATER SUPPLY SHALL BE IN A VAULT WITH PERMANENT TAPS ON EACH SIOE OF THE VALVE WITHIN THE VAULT. MEAS PAVED MEAS SEE DETAIL G-SA. • PRUwOE A S"DIAMETER BRASS PACEDDSC-- 2. FOR POTABLE WATER,PROVIDE VALVE VAULT(PER DETAIL SA)FOR MAINS 12" ANCHORED I4 CONCRETE COI ER t —B'A RU'A 0"CONCRETE COLLAR OR LESS IN DIAMETER. `3 1 j .(2)I NRS WHI °,ANO ODIN rO GRADE. Y'55 (A)fA BARS CAN..ANAL 3. PROVIDE AIR RELEASE VALVES: ONE VALVE ON EACH SIDE OF CROSSING(PER • \ £ f+.ENISHED DETAIL WW-14)FOR WASTEWATER CROSSINGS AND ONE VALUE ON EACH SIDE • 1 I t VEME OF CROSSING(PER DETAIL W-5)FOR WATER CROSSINGS. E r a- � ; .."..1 1 ...".iI. 4 ALL SUBAQUEOUS CROSSINGS SHALL Al DISCUSSED AT A PLAN PRE-SUBMITTAL 'i"k �Y,, E L .,L.'.p CONFERENCE WITH REPRESENTATIVES OF THE WATER OR WASTEWATER DEPARTMENTS. SUBAQUEOUS WA-ER MAINS SHALL REQUIRE APPROVAL.BY THE E /,./../,'„0,//'2,,,T /�` WATER OR WASTEWATER DEPARTMENT. Sy1 ;('( L. 5 WARNING SIGN SHALL BE PLACED ALONG BANK Of WAIL.AWAY TO CLEARLY vNBES '.• iS.«1;.�Je�a,. SL�.: IDENTIFY SUBAQUEOUS CROSSING. SIGN SHALL INDICATE TYPE Of PIPELINE E PWO PECE GSiI.0.- ABax wON DR le PNc PPE AND DEPTH OF PIPELINE BELOW BOTTOM OF WATER BODY. E S F NEEDED(C-900 1 R I.T PVC PIPE N PAVED c. ALLOW 40'BETWEEN VALVE AND END OF CASING. DISTANCE LESS THAN 40' 3 i`7 UAREAS).OP TEARRo OR PP[ REQUIRES APPROVAL OF DEVIATION. THE 40'LENGTH SHALL NOT INCLUDE • J SHALL NOT BEM MANN vuv, BRANCHES/TEES IN THE PIPING BETWEEN VALVE AND END OF CASING. I. __. o. jS 7 -.PRESSURE MAIN 0,,,,1011E/E, tOOLN.A � LLL .... ,qil 3 VALVES 5E0 DISTRIBUTION ) E sup; COON I ,� tiN " Q 'iBAQ_U_EOUS_H2ORIZONTAL DIRECTIONAL DRILL (,HDD) • E`N mS A c0RDANTF w N �s STANDARD M x' 4 w_ COUNTY STANDARD DETAIL 0-9 GF„V..VALVE TICA4L. 11C A'). �,`vrx 2 REVISED'APRIL.2006 --- TY LIN INTERNATIONAL N1 fH �, ON ca. "A WATER DETAILS }` ,ro; -;i �' E J ES NN(40 R E f dN Yyy .� 9 .`_, C OKOLOISKEF BRIDGE ._- ` ,r Mj 'A'.TIREi'ltARR'AA xaPl .T: Ww_IADO — 0 . i REPLACEMEA'7 eiS6 1 a i .1 1 1 IT 2 1 1 1 k y ,,W__•.,,,._ ,;111.1,....._,,,, .. COST SAVINGS INITIATIVE(CSI)kr the CHO4(OLOSKEE BRIDGE REPLACEMENT i I PIPE ,. RESTRAINED PIPE LENGTH IN FEET (1) • T 3 SIZE HORIZONTAL BENDS DEAD 45 c [ c ,,,, ° - ENDS I VERTICAL BENDS IN 90 45 ',22-1/2' t 1�•6i. INCHES (2) UPPER LONER a 4 ( 23 9 5 2 e 5 23 A .. f ,.. y 1 4 17 8 100 41 4 1 • �S. .o. 10.._....... 48 20 U 5 120 90 .. ...17..... 71{ • 12 i 6 23 11 6 141 58 20 • k:\ (0I i 6 7 • t __ ,... < A p I 18 20' 7/ f 32 17 8 218 90 30 • 3 �^^ • _.. _ t I A 1 ()__i.. ). 1. ....... t3 JSO 125 q5•'.... Tr--)—.....r- � ,-.___ t _. i 2a ..i5. 4 35 Il50 € 96 10 19 .... _ •... .. _e 1 ( ( T ( ....... QTc. PIPE RESTRAINED PIPE LENGTH TOP PLANIN FEET (1) j �ew5s (DEC bw�ss SECTIONAL PLAN SIZE ... _. 44040 i.,,.°A IN T E (3) REDUCER (4) RIADER e r LACHES u4 ' EDI/RAC 0R .(_ GROa. 12 R 8 .155 _ .NOTES;. 1 r 10( 75 ...I RES IRAALL PIPE JOINTS WITHIN THE EI 1 r —II I ( °v c i2 4 0SHOWN THE_... 122 ....( ON TABLES MEASURED FROM THE PONTPOINF - s •e[[+s. 112: I ,�5 .1 OF CONNECTION. SECTION 00.40 0,:7 000- i - + 16 6 0 1.5". 2 WITH RES VALVES SHALL BE TREATEDFAS DEAD ENDS. un 16 10 4 1()7 : WITH ftFSTRAINT ON BOTH SIDES OF THE VALV_. € 16 16 134 vtcm 1111 001'S w[ 1 18 8 0 IDA - 3. IS RESTRAINT IS FOR BRANCH OF TEL IF'BkgNGH SIZE 45 't P , (18 12 68 08 IS NOT ON TABLE.USE NEXT LARGEST BRANCH. 1 cou0n 1, u�i T i I nn00c t l •s'ca[ 1 18 18 --'75220.. 2 -1 4. RESTRAINT IS FOR TARGE DIAMETER SIDE OF �LM� }9+) (v.> I -- - I^.1.0;0171L., 20 10 20.... 161 , 1 �.._. 004=x4. 20 16 170 7] REDUCER. E REDUCER SIZE IS NOT ON TABLE USF. f [ (70 20 •t]0 , NEXT SMALLER REDUCER(SMALL END). . ' SECTION A 3+ 24 x 12 37._, i875, THIS SCHEDULES f0 BE USED FOR DUCTILE IRON ( 3. ''^^" `� f 24 x 24, 132 09 AND WC PIPE - [ 0x w ASS MSC 2 1 2Ua PLAN 11 KD xAs(z4!su / / 30 16 78 213 OTAILFR) ie '�j OPEN SS 3g 20 138 165 MANHOLE RING N COVER DETAIL y e �. 00e 0p04N 30 ( Nps ii o + 0 14 .. 84 291 } • THIS DETAX 1.5° 0 D 5 w 4;;;;;__. 5040 36 24 110 191 I 1x ''''.D. , »r r. VN. NS N 4m 1 36 36 298 �� T 1”.""14. 4 M i BRASS DISC 5�� hq A SC LETTERING PIPE RESTRAINT SCHEDULETS 4. �sP" % ' I COUN(Y STANDARD DETAIL G-9A COUNTY STANDARD DETAIL 00 t R z_ 580AQUEDJs WATER.MAINVALVE_Y,H4(LI RETAIL- AI REVISED A 0 -2008 r'— ,, .., '' 'T.Y LIN INTERNATIONAL--\ ....1 ' , 4 .'( ,.,.---+, WATER DETAILS R .,.,nw,.,.,ro VIHEE :we � WIN NO.I «0 F. 1.STRE* a x '9 g D efiekoI,OSKFF RRIIX''F. ' ria �,h 3 ;k, , ,,,,,.. =1001 92 1 XLPLACEMEyf 151 1..,.., a�:.w or e. 1 .,,...,._.,...:.,.. .._....._......_.......... COST SANNGSINITIATIVE(OSIJ�T��S1R9LOkQ9l�16�0V$ff�PIiA�MEFT ,„„ —,--- APPROVED PRODUCT LIST, —� �� -�� • APPENDIX F) I . NON VAVED AREAS PAVED AREAS .. .S...... r. '. f PROVIDE A 3”DIAMETER BRASS DISC ANCHORED .-._STAINLESS STEEL POST WITH IN CONCRETE COLLAR: DISC SHOULD PROVIDE STAINLf_SS HARDWARE THEFOLLOWING INFORMATION: DIRECTIONZE. TF MATO, i�1 f' AND STAINLESS STEEL STEEL LOCKING NUMBERRNT OF TURNS. VALVETO OPEN, CTURAND ANAP WITH BRASS LOCK (KEYED TURN TO OPEN. MANUFACTURER ,...MJ TAPPED CAP YEAR VALVE INSTALLED "' "' ""k MJ • RETAINER GLAND ( WITH HOSE BIBB; PROVIDE SCREENED. DOWNWARD— FOR COLLIER COUNTY) WITH RUBBER SEAL--<. FACING PVC BEND IN 16" 18"x 6" CONCRETE COLLAR I- ACCORDANCE. WITH EAC 62-555 j f (2) #4 BARS DIAGONALNIlOL,S AND \: ( EXTEND BLOWOFF 2a" �" SECTION 320(21)(8) REQUIREMENT ,.—..COMBINATION AIR RELEASE VALVE • (4) 4 BARS ! ABOVE FINISHED GRADE (SEE COUNTY APPROVED FINISHED PAVEMENT'\ ;� FINI VE0 GRADE 1 ) py PRODUCE LIST, APPENDIX F) . . .. ......... c' ;�3,�` - '4':.a� s �( '-SCHEDULE 80 NIPPLE LINE SIZE y z I ''I�4 .,--1" BRASS CORPORATION STOP �:.:�41 ..a GATE VALVE Ih r (SEE COUNTY APPROVED PRODUCT (SEE" NOTE 21 FINISH GRADE- LIS APPENOI% WITH COUPLING T F) t � RR AS NECESSARY ;,, / VALVE BOX SHALL NOT BEAR �I �, ) I • ON VALVE OR WATER MAN — i� _ `, 1 MJ RETAINER "' Ll; 1T� jy3{ • -MJ 45' BEND WITH MJ RETAINER X57 STONE ^ ,�.,.i�4- I GLANDS (TIP) GLANDS(TYP) S �1 h .,g £S"'c'I STI',,6. MINIMUM z_ LOPE • SIDE VIEW I. X MINIMUM _ t :.BRASH BEND (TYP) NOTES; Fi \moi 1• BRASS PIPE IS {{ 1 BRASS CORPORATION STOP INACI ROL BIAB TO BE O_MTO ATTER ,'4 , (SEE ASS CO APPROVED INITIAL BACTERIOLOGICAL CLEARANCE AND PRIOR TO WATER MAIN ACCEPTANCE. PRODUCT LIST, APPENDIX F) 2. SEE TECHNICAL SPECIFICATIONS SECTION 331200 FOR GATE VALVE ;..,i" DOUBLE STRAP AND VALVE BOX REQUIREMENTS. / TAPPING SADDLE BRASS 3.. ALL COMPONENTS THAT COME INTO CONTACT W!TH DRINK!NC W'AIER • SHALL CONFORM TO NSF STANDARD 61. -WATER MAIN i ,,,,,,„,„, POTABLE WATER 1 TEMPORARY BLOWOFF_ASSEMBLY....W WITH o�°lAR, *'0. AIR RELEASE VALVE DETAIL BACTERIAL SAMPLE POINT DETAIL tZ'/ b _ NTS EPJ IC t�� A' COUNTY STANDARD DETAIL W' 5 • COUNTY S1AN,_;ARD DETA L .7 ) - REVISED Aucus 7005 REVISED.JANL,7. lZ� ,_ ,O Qn = y o- ° E ” . WATER DETAILS NXFOISTSIREET : � ..C.. 7 .0.".., .. (HOKOLOSKEE BRIDGE ""' r nEE L 9 REPLACEMENT , s ' COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT .........__. 4,7 Engineering Analysie ATTACHMENT AVAILABLE AT THE FOLLOWING LINK. OMITTED FOR SIZE. Copy/Paste the link below into your browser. https://highspans.sharepoint.com/Team Site/CEI/ChokoloskeeBridge/_layouts/ 15/guestaccess.aspx?guestaccesstoken =d ff5od8vfbE0g2JXgpk1 TBkd4UTUmn PD9VgW8jAFgcc%3d&docid=0570b2 c3d68fb4ef8b365abb99eca97648,rev =1 159 1 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4,8 Bridge Hydraulic Report & Wove Loading ATTACHMENT AVAILABLE AT THE FOLLOWING LINK. OMITTED FOR SIZE. Copy/Paste the link below into your browser. https://highspans.sharepoint.com/Team Site/CEI/ChokoloskeeBri dge/_layouts/ 15/guestaccess.aspx?guestaccesstoken =IAoYSIxpVtNYXKTkxa47dp7pUh7LCd IehOlbsMJ74oc%3d&docid=019787a 5a358b450e95ba78f8fb4ad683&rev =1 160 I 1 ry COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT .........._......_____......_____. ....______......_._.. ATTACHMENT AVAILABLE AT THE FOLLOWING LINK. OMITTED FOR SIZE. Copy/Paste the link below into your browser. https://highspans.sharepoint.com/Team Site/CEI/ChokoloskeeBridge/_layouts/ 15/g uestaccess.aspx?g uestaccesstoken =w49bjkVV2hGJ3guZfs7Q9AUrF1 sv2JI TkICUtEaGBAg%3d&docid=0e804cb7 7d9fa456e897e0fdd90506601&rev= 1 161