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#15-6447 Amendment 1 (Kelly Brothers) 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: _• •• -••• • .. • - • • . -• _ - -• • ' ' ' 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 Page 1 of 9 va 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 Page 2 of 9 Sheet Cardno 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 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) 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 81-4 Bridge Construction Sequence(2 of 2) Replaced with Construction Sequence(1 of 2) Page 3 of 93 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 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) 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 81-29 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 rTh 1 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 Page 5 of 9 061i3 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 strnsli-thfough. New language has been underlined. All other terms and conditions of the agreement shall remain in force. (Signature page to follow) Page6of9 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 cc t• ,sIrrkild2 144046 By; // Donna Fiala, Chairman Dated: i a h o (SF )t as,t6'Chairman's Contractor: Kelly Brothers, Inc. lWa1/Ot6t) Ba,,,,?.. ,---,.., ,--,)- F Witness Signature G1lAn Mar\ --k �'v� _,Sype/print witness nameT TType/print signature and title 1 z,• 4'' 4--Z---1-- . Second Witness c3 ,.-s-- 3 . L c7 TType/print witness nameT A roved to Fo d ega 'ty: ,G 1. Scott R. Teach, Deputy County Attorney �e (2 -7;„,,L Print Name ... v-* Page 7 of 9 APPENDIX A (CZ, Page 8 of 9 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 $ 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 S 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-CO4-1 $ 319,075.94 $319,075.94 1 LS CONTRACTOR'S EOR,COASTAL&GEOTECHNICAL 4)SUBTOTAL ENGINEERING COSTS $319,075.94 23% %OF CONSTRUCTION SAVINGS 6)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 EW CONTRACT AMOUNT $7,505,721.63 X •ZiAidlidlir X—€.1 ".".. K,_I1.1 Qac ERS sY'<- . t bd,. C:144. (C:-:?'...)- J i 0 m 0 0 Ln 0 0 0 0 m y d' N in LD 0) ,-'1 v) 0 0 N0 O 0 .:1- m LO CT) •,t CO LD .--1 0 LD O C ' d' , O o ' Ln O 0) O ,- ) In O) .-I i O ,n,// N00 CO V Q) -,1" LD N .-t 00 LD N Lo 0 ,-t 0) tit. LI) ,-i .1 01 co N N W m 00 0 0 LD 00 UD c-I ,d N Ol Lrl O OO d' m ,-1 Ol N LD Ol m N (NIL(1 i .-1 .-1 0) NCV 0 al Cr Cr) O CrN 0 LLc-1 a-In , O N N ss / E"'1 LI V} th V} V} V} V} tn. V} tn• tJF Vl i/} V} V} V} t/} V}V} 4/1 V} • al 0 0 0 N LD 0 N ' 0 0 0 LD co Lo d- 1 `n w m ct 0 0 O LD m N m VD CD 0 ct co m LD 0) d: E E — %:%. ..7- ..a N r., 00 ct O 0 ,-1 ,-1 ,--I LD Ln 0 �o m t 1 c•i m al r` Lr) o of �i ri rn 4 ;; F / 0 0o 00 r` Ln p., Ln N up m m ,n m LD co O W -p 1 .-1 .-i .-i0-1-' 1--1 i‹. (Di' m m 0.) , '71- M o Q Q (0 M i-+ t/} V} V} V} V} V} in i/} i!} V} if V? th V} i/1 t/} V}V} 0 a , U 0 Q cri LU U +-4 -c J Z 0 C C > O OD (13 0 aLL 117: O 0 U. 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LL U. >' Y U- CO CO c0 LL. a W Ln Q In m N In J J J 0 0 (n J J J J J J J LU J J J J Ln N 0 LD 0 Lo 0 0 0 0 in 0 .t 0 .-1 M ,-1 c-1 e-4 01 c-4 LI) N 0 0 N dr Cr) 0 ,-1 N N 0 ,- ›1 c-1 ,m1 O 000 <-1 al NEl 'N-1 N L../' N 1 t!) LD LD .-1 00 F-� N M m rt , am , , m d' v , `n m m ``n.., N N 00 ,4-1 .--i 4 r-i N N M V- d' V M ri ,1 N ..+ N N N 0 0 0 v) v) v) O O v) v) v) u) O Q Q 0-1 0 0 0 0 0 CD .-1 .-t ,-1 v') In in in in Ln LD c-1 4-1 c-1 'Cr d' d' V 'Cr 'Cr 'Cr 'Cr d' dr V ct d- Z Z • APPENDIX B Page9of9 \-..f1/67? 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 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 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) 0 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 1 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 es Table and Attachment B—CSI Package dated November 23, 2016. ;� j 2 / Prepared by: Date: Steve i er, 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: /0/4 Dane K , ice President,Kell�� other , Inc. / Approved by: / t 6-19(1Y1 Date: 40/10 Evelyn of n,Procurers t pecialist,Pr. urement Services Division Accepted b • Date: /��Gl1G Jy •'cog .-•, ' .L"e• o ran '• ation Engineering Division / Approv-. by: 4 �' I Date: fZ•! 6/ / , •avid S.W son, Dep-rtment Head,Growth Management Department (Divisions who may require additional signatures may include on separate sheet.) Revised:10/28/2014 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: - - • -`o • . _ - ' e,' 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 cgsts 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 apart 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 KeySheet Remains Unchanged O ij Page 1 ors. a Sheet Cardno Plan Set Sheet Title TYUn 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 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 2of9 411) Sheet Cardno Plan Set Sheet Title # TYUn 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 13-2 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) B-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) 81-2 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 Bi-4 Bridge Construction Sequence(2 of 2) Replaced with Construction Sequence(1 of 2) Page 3 of 9 Sheet Cardno Plan Set Sheet Title Sheet 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) 131-6 Foundation Layout Replaced with Foundation Layout BI-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 81-10 End Bent Details Replaced with End Bent Plan/Elev B1-11 intermediate Bents Replaced with End Bent Details 81-12 Intermediate Bent Details Replaced with Intermediate Bent Plan/Elev B1-13 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) 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) 81-17 Superstructure Pian(1 of 2) Replaced with Finish Grade Elevation(2 of 2) 81-18 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) B1-25 Bearing Details(3 of 3) Replaced with Beam Table 81-26 Diaphragm Details(1 of 2) Replaced with Approach Slab Details 81-27 Diaphragm Details(2 of 2) Replaced with Reinforcing Bar List(1 of 2) B1-28 Beam Table Replaced with Load Rating 81-29 Traffic Railing Details Deleted 81-30 Approach Slab Details Deleted B1-31 Reinforcing Bar List(1 of 2) Deleted 81-32 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) 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 Wail Details(4 of 4) Remains Unchanged BW-9 Reinforcing Bar List Remains Unchanged 00vj Page 4 of 9 Sheet Cardno Plan Set Sheet Title TYUn 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 Wfi Water Details Remains Unchanged W7 Water Details Remains Unchanged W8 Water Details Remains Unchanged W9 Water Details Remains Unchanged Change No. 3.: Exhibit l: 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 i' Page 5 of 9 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 strut gh. New language has been underlined. All other terms and conditions of the agreement shall remain in force. (Signature page to follow) Page 6 of 9 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. Fitness Signature ttlk ype/print witness nameT TType/print signature and tiii T Second Witness TType/print witness nameT Approved as to Form and Legality: Scott R.Teach,Deputy County Attorney Print Name \(:.01(13 Page 7 of 9 APPENDIX A Page 8 of 9 Project; Chokoloskre Bridge Replacement DATE 11/222016 Project I; 68986.9,Bid 15-6447 REVISION No.8 HI9hSpans Enpinretinp,Inc. ENGINEER'S ESTIMATE OF CSI COST SAVINGS 1)CSI CONSTRUCTION COSTS Total Total Unit hem Unit Price Amount Ouanthy Meat Description 102-71.14 5 32,34 $42,527.10 1315 LF BARRIER WALL,TEMPORARY,F&I,TYPE K 102.71.24 $ 17.49 $1918&53 1097 LF BARRIER WALL,TEMPORARY,RELOCATE,TYPE K 102-89-1 $ 1,518.00 515,180.00 10 LF TEMPORARY CRASH CUSHION,REDIRECTIVE OPTION 400-4-5 $ 1,224.00 5190:944.00 156 CY CLASS IV CONCRETE(SUBSTRUCTURE) 400.4-25 S $0.00 0 CY CLASS IV CONCRETE(MASS,SUBSTR)(DELETE) 400.143 $ 6.87 $8,894.25 13275 SF CLEAN AND COAT,CLASS V 415-1-4 $ 1.20 5144,240,00 120200 LB REINFORCING STEEL(SUPER STRUCTURE) 415-1-5 S 1,32 523,780.00 18000 LB REINFORCING STEEL(SUBSTRUCTURE) 450-2-36 $ 375.00 $421,875.00 1125 LF PRESTRESSED BEAMS:FLORIDA-I BEAM 35' 455-34-5 5 409,310.40 5409,310.40 1 LS PILES CONCRETE 24" 455.143.5 $ 97,889,33 597,869 33 1 LS TEST PILE 24" 460-1-L5 5 2.65 5806964 2290,43 LB STRUCTURE STEEL-MISC 1)SUBTOTAL CONSTRUCTION COST $1,379,878.25 2)A843ID CONTRACT COSTS 102.71-14 $ 32,34 $50.741,46 1559 LF BARRIER WALL,TEMPORARY,F&'',TYPE K 102-71-24 S 17,49 $45,474.00 2600 LF BARRIER WALL TEMPORARY,RELOCATE,TYPE K 102-89-1 $ 1,518.00 536,432 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 5 1.36 $165,104.00 121400 LB REINFORCING STEEL(SUPERSTRUCTURE) 415-1-5 5 1.32 6120.648.00 91400 LB REINFORCING STEEL(SUBSTRUCTURE) 450.2.36 5 396.61 $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 5 1,681 86 5351,508.74 209 LF TEST PILES(CONC CYL PILE)(54'DOAM,) 460-1-15 S 165 $43,195.00 16300 LB STRUCTURE STEEL-MISC 2)SUBTOTAL CONTRACT COSTS $2,747,801.85 3)CONSTRUCTION SAVINGS(2-1) 61,367,925.60 4)ENGINEERING COSTS 999-004-1 5 319,075.94 $319,075.94 1 LS CONTRACTOR'S EOR.COASTAL&GEOTECHNICAL 4)SUBTOTAL ENGINEERING COSTS 6319.075.94 23% %OF CONSTRUCTION SAVINGS 6)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 5)IMPLEMENTATION COSTS PAID BY THE COUNTY $ 16,122.50 115,122,50 1 LS EOR COST $ 25,408.22 525,408.22 I LS CEI COST 6)SUBTOTAL IMPLEMENTATION COSTS 541,530.72 3% %OF CONSTRUCTION SAVINGS CONTRACTOR'S SHARE OF COSTS $20,765.38 COUNTYS 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 W CONTRACT AMOUNT $7,505,721.63 co,.:,) t 0m00 00 0 0 my vN uitorn l0 -{ �noo L, 00 , o• . v, 1 cnwm. aow .-+ r� triov c oo ul o aia) v4rn r-+ rico 1,-A 00 00 m in r .1 conn n 0 ,-4 a) (4. ,-1 .-1 al 00 ,IT, 00 m 00 O O tO 00 to .'l - ,� ni ofrq Ln vi o 0o v m .-; ai ri b ci ri n N vi r v .•1 M N NC 0 a, m O n 0 �.... 46 7- I".y s i r 11 OI VI-V1-1/"1"1"/"1"/"4 R VI 1.l1 to trl Vl ih t!l t!F to v.)th to t1} try 11"n. t!!t!t , vrnpponwoN •-+ 000 � mvlvn `" '" c �] M sr O O O �O m N m O p `c:2)' co m �O a1 K E E S �I. ,-"-I cO N om O• ri .-i ri n O ri m N N EP, 4; �: O O •--1 O0 n LD _ 0, v) N )D m m m 1p ,„..,ea O )A ti _ ,-4. ri -ioi . ir mm myt� = 0 oi m Ln O ¢ O �in N+n to to tr"r"' to to N+/1 to to.n to to p o 0 N U U: W U f0 C 0 JH 00 tn Q Z c C 7 d0 mi - O Y et, O U W O Q N D LL, Za cC W X ,,; li, �:, o Q ul s oatQ- "' u, — » e, oa < < I LI *.Z Ci 0i- rjrj = inind Q = � W � N > mmo O L0 c` 9a m CCS 2 v w lW� 0�i u. >= Z D IA Lel H w w �� Y to Q CI O 1- 0' `!' W W v1 m co � -j Z Z Cr 0 d' Q' E CO' Q LII CL S. m - - J J — W 8 C! a a1 U tI h-i W W v) 1- 1- U w W L" O O Z ry U W CC CC O ~ t- < ce a d 1~i) in vi .. z W Z W o❑c QQ } ZZU _ZZ_ Z_ 2 <2lil WI Ua ° , WOL Y Q 3 < Q 0 0 Z teal U U Q `X W Z vi N 0 < < U W Lu o,= = » < 000 Q O O O `p m r1�' O J J u Z Z 4' G4 ca N t!i Q Z .Z Z N V) Li n. O. G = 2 Ix OC C vl S W til W t- U U m m tW-- U U V � OU a ►W- iW v~i `� U 9 y + m J W m J JmJ J J '-1 ,-I J U U V7 00OvO ,--i 0 H 'mJn0to 0to 0 O 0N (6L4l a) r1 v) n 07•rn0 ~ CI) 000 N c. 01 V . Z �, t0LC - 00 f N 'J1mm `^ .` ry H fn v v 6 4 m m E .+ s a) N N N 0 0 0 In .-1 .-4 O O Vl V) 2 0 O Q Q ►'a O O C7 O O O .-1 .-1 .-i u'1 IA .if; vl V) u'1 1D t r1 ,, e-1 Q 'cT V C �t Q 'cr v s? V sY v Z Z APPENDIX B Page 9 of 9 €7,3) 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 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 11.6 Last BCC Approval Date; Agenda Item# Current ContractM/ork 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 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 cludes this change) #of Days Added 0 Select Tasks ❑Add new task(s) ❑ Delete task(s) ❑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. •-r,:ange set forth herein, including claims for impact and delay costs. Accepted by: `" o/ Date: !tl/ 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 street) Revised: 10/28/2014 tD LO A A A A A A A A A A A A A r r r tD C) rn to to to Ln to to N r �-+ t0 tD Q Co In to to O O to U1 to 0 NJ NJ NJ O O O 'O n n A A A m N N F+ A A r T V V '` A A A �O IJ - O O W W W W W N F NJ F N r r CI 01 In to A A 3 th to 00 m m r O z z rnm m r m m D D _ S S C '� V N n H H T m m D Vl In -0 D n z Z ,.-IC 2 Z C m m O ^� m D G < G) G) m N v, z m D D n n n z n n `,L > tr. 4m m N A n z GZl GZS n 007- p O O rrt -. 0 0 m N 0 r I- n m m m D Zn rt�1 in m m rr4. _4 z z n A_ m = = m m m n m m S E K n 0 K r z 0 0 N n v -0 • ... Z N n v m D D m c c �, p w tCn 73 "ifrl l D Z - to m m ,moi v' '�i n < < 0 LA 2. 00 V• th N z Z P q m �= a K K C z C C z T .0Qa. } r" 0 al DAm � o 1... m C --I O ? z z O m O D m O Q r O m 7C -m-I " 00 `, 0 to X Z m m m z v 0 ✓ r r in m r r r in r r to n r r n D in to tF Vl p VI m m m m m m m f T T Tl C 4n 1 N D K 2 0 A00m d -,, T z N % a4, rtrn —I r t0 N r ,+ J _ 7 O pWO pNp 03 N Ap A LO W N 01 to < DC V. 0 0 0 0 tD O A O tii1 0 0 00 0 i.0 N .Na O w = in 0 A ro r NJ CI in i.- < NJ LO N N r N 0 r CO O ON N r 0 W .` D- < A NO J in r QC. 1-, p N N W N O N 0 to O O 0 to O rn O J to r C 0 N 0 m N µ N p� N V N N tp 0 N00 N N A ON A 01 NIn N n 77 N p r N N OO Op OO N D1 W F, O to r r O N S N A In to 0 0 0 to W A A W A d C th th in t!)IP-if} th t/}ih in to to to in th th th In n 5. in W A C 0 y3tD 0 LAJ p v N--, NO 1-+ N N ..ti: Qi O Co 01 W 1.11 W W O1 N V1 30 up to N tD O tbo IP 0 p/, 01 N N N 0 LO cop ,i N 7 V A to W 01 O O O NJ NJ O Cr) V J 0 0 CAO a 1th th thhVI.tth ith tn.th in in in in th ih th to th th X n M > 1-, n to In W W A N A A N 1- Nr —_ C A O r W l0 V1 O N NJ A lD A Cr) 0) O N N U-I W UD J V 1-, tD in I-. _CT 01 A to to NSr) 00 3 r m O r 0o (n W O in 1-', co N N A -Co Q1 N 4N N N tD lD to J NJ Co O N J V CO CO A O N V lO to CO r n O LD In to LO 03 O O to Cr) CO O A ea tO W N V A r r A lO W W V A O O N pO pp O V O O1 O A W LD V A 01 W A 0 0 0 V 0 0 0 Ln 0 0 0 1 0, D D z D O D O C C z 0 C z 0 z z z MmM 0 O O o r- p m z_ z_ 0 C _Z mO E- n p 0 0 m m C m g m -1 `{ C Z H C g m C C C O O m O m O m x 73 m -� z m m D m m m 0 0 0 n n 0 n 0 d m 0 0 0 in m in 0 z 00 m z 0 0 C 0 C C n c O O 0 z z z COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT ATTACHMENT B S sAViN y FOR THE COST `" ATiVE (CSI ) RIDGE INI 1 1 OSKEE B , , (-) K0 - , . ,„,„,,,,,,,,,,f, CH ---' mENT .: ,,, " 2 , ‘4,,„:- LACE — ,, ,,:::.:i' ic..„,,,,,,,a--- ,,,,„,,t,„,,,,,,,,..; REP ' -- ; .,- - '''',1,::- ....,,,,,,,,,„:„rziii,--::,,, ,,,,,!,40,. ,,_,-,2:'-','‘,..,- ,...,...„-,,,t ,,,,,,t1„:„saulties.4.„4„ ,„,,, ,,:f?,, „I. _--7,•:*N,i,-•° ''''' ' '4,:;:,,.,.i.,:7-';-' . :. -...-.,--'''.;:',";,• I x :7":111::,:ii*:::77;:::::';;T:;:: s :" ' `,.zap .'°�s,;,y.�"�±r'g. , � .-r/ i/�/j� iij 1 sir f �:"4 *_ rad � �"� a '� �, ..�:','r s 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 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 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: ($545,1 90.19) 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 COST 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 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Hie hS . an 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. 1Wilt1111 �`��t ZAI jq ��r Sincerely, `ti� E N$ • sir+ Digitally signed by.Vincent A -,. •.� Vincent A2aliausks� � 1G.i12215:31:5505No 60524 Vince Zaliauskas,P.E.FL 60524:* * * Principal Engineer :. HighSpans Engineering,Inc. 3, STATE OF k, Cert. of Auth. 27559 1500 Jackson St,Suite 201 Fort Myers, FL 33901 5 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Hi hS a ans ENGINEER I NG, 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. ,��ti>, Sincerely, � %t,1T ZALI,q• OtgHaHy signed by Vincent A �%N` Vincent A Zaliaus 2ats1za2 •4..;4\... J\•` 1I`sxe•osrou9 No 60524 Vince Zaliauskas,P.E.FL 6521 Principal Engineer *' * * HighSpans Engineering, Inca0 sTATi OFif, Cert. of Auth. 27559 o . F � 1pNA i� CV��' _ I 3I 1500 Jackson St,Suite 201 Fort Myers, FL 33901 6 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT INTERNATIONAL engineers I pla-ners 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, et, JI ,(/ M 4"--"" 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 1 www.tylin.com 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 11,25 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 8 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 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 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT L'ESPOOS 05/23/2016-l5 sa w ,. _. ,h K* f av ,. �ZR Page 'It; y ,4 - Florida Daps* T 1 apartatioa �y s�y �, `'�a ��. ,/��'& .item Ave e�� i`ort y Y : % � •,(6, Fres 2015/II/0I b0-2(0,00010 , • 0,0 �*Ect,TyPS, CC STATSWIE ;�:�j ,y : z DiO s,3..1; VALID ITS WITS KITS R No. of Weighted Total Total Unit Item Conta Average Amount Quantity Meas 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 3.0 CSI SPECIFICATION 12 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 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.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 Dep.'ltnent 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 Department 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 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 Depth lrnent 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 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.0 CONTRACTOR'S PROPOSAL 4.1 Description 18 !"f 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 1 9 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT CGC1519780 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 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 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 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.2 Detailed Cost Estimate 22 Amin."' COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT CGC1519780 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 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, • Dane Kelly Vice President danek@kellybros.net (239)482-7300 CC File, 15775 Pine Ridge Road,Fort Myers,FL 33908 P: (239)482-7300•F: (239)482-8014 www.k ybcos.t t 23 ill 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 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) 400-4-25 $ - $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 $ 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 $ 2.65 543,195.00 16300 LB STRUCTURE STEEL-MISC 2}SUBTOTAL CONTRACT COSTS $2,747,801.85 24 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 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 • ,„ Dane Kelly Vice President Kelly Brothers Inc. 25 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.3 Itemization of Changes, Roles & Responsibilities 26 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Sheet# TYLin Plan Set Sheet Title CSI Action Cardno 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 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 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 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT .*I. e COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT II 1 e 1 1- I CGC1519780 KELLYBROTHERS,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(FGE) 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'IA testing of production pile. • Concrete testing and lab report ) ''� ~ 15775 Pine Ridge Road,Fort My 33908 P:(239)482-7300•F:(239)482-8014 www.kellybros.net 26 30 le I COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT �, ai CGC15197$A 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 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.4 Target Date for Approval 32 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT CGC1519780 IMINSIMMENialr 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 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.5 Revised Project Schedule 34 _... ..._.. W COSTSAVINaS..INITIATIVE.(CSljfor_theCHOKOLOS E BRIDGE REPLACEMENT ID Task Task Name Duration Start Finish ;Predecessors 6 - Apr 10,'16 Mode (¢_T iW L.T I FSSs !NOT w 1' Notice To Proceed 1 day Wed 4/6/16 Wed 4/6/16 i 2 A Submittals 3 Submittal Review I 4 CSI(DRAWINGS)90% 5 days Tue 9/27/16 Mon 10/3/16 j 5 9 CSI(DRAWINGS)90%REVIEW 10 days Mon 10/3/16 Fri 10/14/16 6 it 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 [ Erosion Control 221 days Mon 6/6/16 Mon 4/10/17 10 Utility Work 28 days Mon 6/27/16 Wed 8/3/16 11 Remove existing Water Line 5 days Wed 8/3/16 Tue 8/9/16 12 Utility Work Complete 0 days Tue 8/9/16 Tue 8/9/16 ;13_4 Mobilization Structure Work 7 days Mon 7/11/16 Tue 7/19/16 14 Remove Existing Bridge 15 days Thu 8/25/16 Wed 9/14/16 15 yi' Install Temporary Sheet Pile 10 days Mon 7/25/16 Fri 8/5/16 16 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 - Permanent Sheet Pile 10 days Thu 11/10/16 Wed 11/23/16 19 y#' Substructure Concrete 25 days Sat 11/5/16 Thu 12/8/16 20 Re-Hab Existing Seawall 15 days Fri 8/5/16 Thu 8/25/16 21 Set Beams 3 days Thu 12/8/16 Mon 12/12/16 • 22 4*- Superstructure Concrete 30 days Mon 12/12/16 Fri 1/20/17 I Approach Slabs 8 days Wed 1/11/17 Fri 1/20/17 Task Inactive Summary External Tasks Split ,.,„ .. Manual Task External Milestone Milestone ♦ .. Duration-only ' `r-` .` Deadline Project:Chokoloskee Bridge CS Date:Mon 7/18/16 Summary --1 Manual SummaryRollup Progress Project Summary Manual Summary 1""'''''" ----1 Manual Progress Inactive Task Start-only G Inactive Milestone Finish-only Page 1 35 COST SAVIN$S INITIATIVE(CS)far the CHOKOOL.OSKEE BRIDGE REPLACEMENT ID 1 Task Task Name Duration Start Finish Predecessors 6. Apr 1R'16 Mode ...-e- TIWITF. I .5t59M' T W1 24 Retaining Walls 25 days Fri 1/20/17 Thu 2/23/17 25 Drainage Structures 10 clays Thu 2/9/17 Wed 2/22/17 26 * Roadwork 30 days Wed 2/22/17 Tue 4/4/17 27 = Move Traffic onto New Structure 5 days Tue 4/4/17 Mon 4/10/17 28 fr 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 fr Erosion Control 155 days Mon 4/17/17 Fri 11/17/17 i I 31 1 fr Remove Exsisting Bridge 6 days Mon 4/10/17 Mon 4/17/17 i 32 i ,# i 24"PRODUCTION PILE 20 days Mon 4/17/17 Fri 5/12/17 33 Permanent Sheet Pile 8 days Fri 5/12/17 Tue 5/23/17 34 1 ,l- Substructure Concrete 20 days Tue 5/23/17 Mon 6/19/17 35 3 Re-Hab 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 I 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 f 40 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 d 42 * Remove Temporary Sheet Pile 5 days Tue 10/17/17 Mon 10/23/17 43 y Roadwork 20 days Mon 10/23/17 Fri 11/17/17 44 PHASE 3 CONSTRUCTION 0 days Fri 11/17/17 Fri 11/17/17 45 fr 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 1 Task Inactive Summary External Tasks lr ' ». Split . Manual Task External Milestone Milestone ♦ Duration-only Deadline 4. Project:Chokoloskee Bridge CS Date:Mon 7/18/16 Summary r """"""'"'"'"""""1 Manual Summary Rollup Progress Project Summary Manual Summary I I Manual Progress Inactive Task Start-only Inactive Milestone Finish-only 3 Page 2 36 COST SAV.GS..INITIATIVE(CS). ID ask Task NameDuration Start Finish Predecessors �6 Apr10,•16 ? _ < I Mode �_ . ,T W i T,Lf..t,:.5..m5_a.M-.for the CHOKDL4 EE,BRIDGE REPLACEMENT- T i W i 1 47 34" Roadwork 20 days Thu 11/30/17 Wed 12/27/17 l 48 ; Signing and Pavement Markings 15 days Wed 12/27/17 Tue 1/16/18 49 SUBSTANTIAL COMPLETION 0 days Tue 1/16/18 Tue 1/16/18 ` 50 ` '.Punch List 23 days, Tue 1/16/18 Thu 2/15/18 I 51 De-Mobilization 23 days Tue 1/16/18 Thu 2/15/18 52 Remove Erosion Control 10 days Fri 2/2/18 Thu 2/15/18 I I. 53 # FINAL COMPLETION 0 days Thu 2/15/18 Thu 2/15/18 Task Inactive Summary External Tasks %MI split ,_ .,.,. Manual Task., External Milestone Milestone ♦ Duration-only Deadline Project:Chokoloskee Bridge CS Date:Mon 7/18/16 Summary I-1 Manual Summary Rollup Progress Project Summary r-----------1------" Manual Summary l i Manual Progress Inactive Task Start-only C Inactive Milestone Finish-only Page 3 37 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.6 Proposed Plans 38 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT COMPONENTS OF CONTRACT PLANS SET ROAMAY Kan, 4TA X0,4'ha** TOO 7040:4 4-kskAHkPara 44Aro5/f OR x1140.7NC@j ff uFP_rrd AE.DX.T.av PdXLI NB COLLIER COL+»\ GROWTH Y- MANAGEMENT DIVISION i `*„ k CONS TRI.1(77ON AND /:37E:N;ANCE 3NFFx OF ROADWAY PLANS CR 29 BRIDGE Na..030161 OVER CHOKOLOSKCEE BAY4 SECTION 23 TOWNSHIP 53Sa RANGE 29E k Meer/ND SAEYY 3454A*TaIrl CONTRACTr. ,gyp {@� e, .., t .. ..- 'M{4p Y•r:5 )vPKA:MC MONS SOMNA-er Ce 04444s3s14.4 z AA a44S 2 KDDF PROJECT:VLa1)3ER 66066.9 )RRSES iR. *ROSS TION f4440444.•,4 ffmtarofrs is ee.,ukAERM4 mous CHOKOLOSKEE BR..ID(,3,E REPLACEMENT T ,:Mr, c .:,�:: lir t+':Za scA,rYPrc.s.SECTtGtl3 M4-32 sR:ofrac epxrRaz roars 54 SS 5 144147CR.Oip4ffOM PatvEMINfx Pcm, .54-54 5 4R.W.Y.TER BQ44FIk,N YREFEANrgrr PIANO T41¢5 ea UAW A:NRr(M V'ESM'TIVDS 5 0-144 sals14x MM41 lAYEMFM7 MA944a445 - 5 xaox£MHT&•{ 5 ROADWAY Mho 3P#ffems E4 PtatietxwabRA7t:rN Sala TO 8f fa***-4-£0.45' �, F 4 4 e xA.:40414 TYLININTERNATIONAL 'f 1 t b ., y ''4l ATM.tAW5Y irfi Rh:.MF "RT9YRs 3a>yE 4,...0...'s.::. 3 X .sr4..'. . � S F 4 3 3b5 illi. ;OM M.-r-tfart ,3M tt 5r4.§4-9,,,24 -----,, '7 ¢tf 7 t :1 p s.ir tF � kI , , I/'� l,y,,xx s a '1.'<.1 .,4- , - a4"°° TYLINENTERNATIONAL 0 z Xe " `,_-4.:?..:.„ G erM intES . ,_'? ff.,'OffeBrahteDir MeV al alert,'MeL �.ek .,' ' f.U.4e Mfr A4E-A3. f rY 44 • � L• F ,�+' s .. 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TYPE Sti- ..t:'.Zh S0 CV .1SNre1. '45 00 5 \ trey arrow, ._ ... x _„Uh_.1;i Ven'if 977➢9015144507.Nt9 A-II YPC N(19 Orr et 3.E T ,` - ._ ''0"T.Y1 LIN.INTERNAYAS b',l f ,.� c _ .. _ s 10 ezxbrs•a�' 1111111 .sew MIP C� ' c1w" 'x."` rio oLt+s MIDGE00 ' '`. _ • r .N1..wn..”. 'a..... ........4"7..,-';'''' 00raFv we \.. ' _ -r u...... m.,,ier /.` ct162015 „ ... aa mss REPLACEMENT I i''' COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT\ nOAJF.4 4, 1 , , . .• -R-2, rt.! r t z• tz ......A.--,. ...i.-.. ._v• switt.oest ..."1" LAW i ."I'''' .04€ '..1-..- p•sveDe A. , > ilbewg.K. 1 . .• .• . . :-. ..- , . ?. / PAILMiti QV gattro. 1 p p.i.4Pf .,,-441/141AVM naf 51,14Px,fiKtf.ise V',"Mr,L-417v-14,-8.,:,41,t..:5,4) , • MOO 420 '''''4 i ty,.._............1 • I MO i .... ' - _ TYPICAL SECT ION ,,,,,,,,..s,;\ .0, „..:;:-::z._j(2-',Z:-:-1.-_.' APPROACH SLAB STA.45,,97.18 TO STA 45+35.98 srA.48+611.98 TO STA.411+91199 (REFER TO STRUCTURE PLANS) COVAP,POW, T • ,.,. , -.., i ' 0 -1.2,,^FA-,5°EA .1.6'q Cevcr 14 .......,5,43A4., 1 EKr.S,JVC,A$,,P41.„7 PA,Er.ver-;‘74-..,-..._,..., 1 ,- — --Ari' s EWS,I.W.:BAS.1- .'"-- ---.......,j V.,qm1.41. ' y A -, ,I,7 SP VARIABLE DEPTH miumT (WERE-PO a STS1+91.24(LT,/TO ETA 52+80.00(LT.) ' — ,.0,,t%ASP7,40 PAVV.41.-W., -.--.., OVERBUILD PAVEMENT DETAIL TRAFFIC DATA „oninum*„. ..,. _._.................._................ .... ._ *IP111449,„ OVERBUILD E ENOutDER CONSTRUCTION ETA 51+9124(e.T.3 TO STA 52+90.09(LET 01,,,frri.-W.?"....;,,f-a.,.I...11i.‘,...,..•; „..,4%.,•..t i a fi i' , 'e, 4-:-"C.- 4 %-11 "... rf ,, .S. ... "..Ti ., A. t. r. .tt t - :us z 5i .III 0S- ,..0.1,7 1.". , i,•L•z .,,,c,„lif \ ,0'4,-,."(73-i• 60..,.''-.,. .../ Y I IN INTERNATKNAL . .4, ^' * t, ,.....it,f.,,,,,, ,, Vontirni,s,s#,.. TWICAI,SECTTONS w * (ba!ali:KRB BRIDGE ..”'....‘..... ... ,,+.1,-.0...R i ^.... ,I'Jt 1 6 mi. , , ....„,,11,...E. 4 .5, RRPIACEMENT , 43 ,.. I Lu.r JAVII4Gb Ira I IP r.E;CSI,,orme UH wr.wnee BmweneruALEMENT"\ I AO AAA IAS.r tazaacv>ram 5> :v..�,.~~.x+aczx. SUMMARY OF EARTHWORK '. SUMMARY OF PER€ORMAIVCE TURF-SOO ;$74: '. t v t.:1- t.. w n r e aE r Ev CR¢BE 0 SP L W i r ) Eh Ed..T' P€:tRPPFti#. Cr noCXnoN >. {. FtftO#Q06 F. 0 $(i �gAtL 8S:{9[i4S '•x .c:r-:€��£, ¢....x A.r. N 6 '+;:F •••. n dXCA�aFSC;Y�; Y.1ik.. (dM' R$"3d.w'i"v£t. f� � �.... •.••"� NTA PO STa i.- gy atXl Kf.sc.S 3 N49CYAG,V'rrti A: t Y T.E til ffi 8a #`'.gi a#a0400 TG•4.MOa 4T 367 e,. arra 6E0 & i A LR G NOA EN 723'1x(y31.8PC" FM8A0.,,,, 11x... --.."4.0 TO iAea6M'x0 At 489•.._€CR CEIWS . ,e ,u Pe •'+£e. *l fNN^4`SYEtI 47h-d- - ..",..q,...,, aR+,.xeaa Ta xsu9 c:. ass'• .kN>..ICP NC SC:-Mla H, 357111— , .,� SUMMARY OF MISCELLANEOUS ASPHALT 101 43N ...... 5163 ......^ TF AH.kS 'T8.. :r, srA Tsr�;` .._ _. SUMMARY OF NATIVE PLANTINGS :. ____.._.-...�_;M—_.,�_..____......_..............__ 1 r 35Mk 4q 163C 1*0, ...,.mm., X' Seo �� RYd'Ao r 4,PL,VI eta,... . """'"""..' "..^"." arwa:o AAR ATI 775 �_".,. 1 .... z. 4r03 T7 pR1 336 E•A T7 37+99 t#T.l. ve ^^^^--_.,,, ,..,,.,�,a___ f 04 '''207*'i*T:J: __,±0_,..._ ..... £ .... ........ ...__.... :3CA 14ft I 4, Torutom �..._... ..Yt .._._. ... rpru __._._....... SUMMARY OR GUARDRAIL —PRIME _'_... C'JRNtSRAId • LOCATION 1 611AHDRAIL AMCKOIdd.Gr a A?4CEENRA"cCUNL 6AA,1,,ER 077 ARRRA77 CLJARDRAOL I.r 5165 ? 431705 I ( A'SSTMRLY A&F S"•Vs,' POST 00502051 DESIGN.' s CONSTRICTION 17536 7 I 7 0536 S 6 0536 85 22 6536 52 ,,,,p6-VE 7 6576 73 ES: :: REMARKS ,.-.d........,.�.............. ..,,._ STA. TO STA. 1 LE i :SA CA EAY EA RE:- . da+39LP.Tts.4Y+AC Sa1. 14 tlE� K : f .. .. • ... 54,8 0-1A-1 S6 86 f d £ i'a SUMMARY OF LITTER REMOVAL:AND"GWIi : .. L:}TFLR R.vktlVb> MOW ISA LOOM'ION R¢tttl LE RE Ow 1 6107 CR#SE �4+ _. _. .. .. ............ ,.,,..,�.. ,..-.... -..� DESIGN. LYBNS 7#fC T2t7R ` PHASESILC . CY AAA gt'"KMA, RAGA .ARfiA • `sRE'A AGTES, REMARKS ` 16kPb1 {Ar"'f51 LE NblAOf S TOTAL ACf L€73,77M13dn H .,r(' $ TOTAL a'AGJ STA ro STA ID ` s LD J.. At K crr F F I C}'C,L`C P T t lPh 31 iR Tb 3 3)1 da 3S r3F'1 "war RVF;['i FK%ST'_ .. 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' e f ."Lf1,,'.'"'L„ T,,..R...A....FF,IC CONT,...,ROL T,,,,T,P...aei.,,ya,...v.s '” :- 0 ' 1 '05 . 4, R 1 0410140, •O.NM.01.1/. ..VY .. ••%.,,,,.., ro..,,,Iwo,- MidiaVii?BkiiX7E, 4-......,......; ft..'Y.,.NAPke i '' ' 1 0000 00,1145 010511005.exem 9.1 ,..., REPLACEMENT j 1 I COST SAVINGS INITIATIVE(CBI)tar the CHOKOLOSKEE BRIDGE REPLACEMENT E 13 zcvsr s N1N`:tNk^1.. b -„„sj,,,z1t4" -I 1 A a r r ' p Pt Aid }YdE � 3 II ! t YtA_F,AEwAhCB li'zANdd6$t6AS AND f$AS`#C r< :Rat.DEVICES ' � 10 Jr PER THE TRAFFIC t:4TRTRRJ:,PLANS SNfFT.TRAP€1'TA inE FINAL CGY61G3:RATJJN T< E / y - 2 'SENORS TELIPORARK ASPHALT CONSTRUCT SIDEWALK,RNA S NEWAWR Lk-,ex.e SITS Q,/ EISA sARCIEP.A1 t STK KAY PURR •r AE xF } i..SWAT ' _u. --' PMASE 3A AAR ?¢ sClW g KIM,UVR ( �' P..- 1 P▪LACE PORTAE h N EASL5 SE SLE'SANS MOA✓ANCED A_ f RRARASs $14-Ms D .IWE rsi4FPN CON1NA PONS Cbz.MESSaia �t --*9 y i DENOTED IN THE PPAAcIC CONTROL PLAYS I A Sit:40(1".q4..,".:-,'"I2 FLACK X1531.P/ER 4.0 MO PiNAE t.,1r5S AP ASPRAtT 115,,e2.; TIME T)AE 51551NG OPERATION KO STATERS 15 TVE T55151 CONTROL PLAN, 1 tld3 PACK TINKL STRJPEGL t05.1,14 THE ABOVE OPERATION 11 ITD55? , t f _-w PHASE 38 1NyEiM1r141F qiJ` f}>Jh. Ei _ Nv41237 A * .1,4+S i*iJ $w ', €ST E KfA f 1 l7Y LAN INTERNATP At, 3 "• '�,f I AYE , .10515 u TRAFFIC CONTROL TIP sic rrrss rn.4:::,,,,,...4,,,,z, ,A .1.4. (710M31 ASKE.E hRJD J F•rX3R'3A.Y3# r L'__ 1 •!"z�r she a a�n e w j> i 5n5 ,/,. APPA 1., 4 REPL3CEAWAIT ✓ mz+tsi*W. e COST SAVINGS INITIATIVE(CSI)fee the CHOKOLOSKEE BRIDGE REPLACEMENT\' e H, Ott —#164 3.133f COUNTY ROAD 29(COPELAND AVE..) asst I — r aEev sENJ 8EG!N PROJECT L,usx 45 Ron WORK, STA 41+00go f —k Sar3YC4±S {'Ei#7f sot, 30d' 1/1 i% EY { v r g 4 .} ._ "' a t 42 �r 43 4 SPIT xr a `` 31. 39 O[7 z • .. - _ tf ....I _�.. , �� ami roe; A anar'e�.• 4,Miga to • dq g, I S7 $fb '✓�O' S9t4 5 3lP l?�4 2 SEo a FSW` 26331 �1W' 3,334.SA.._f 2 PEBO 4410 SE . _ T xvi 3.3.343 33.3333 fJA•F- _ y JiR€.`S..nV M.,-3C E ,1'° T MAF*f RA.a r3V.31':'''''At Afl.i YAP[ ff.[."Ix C`ko bf.H4: D N..1,A%S:.7a 4 ^%; f � a ♦t WOkk 2614 tS 31 o t,,,,lRO)4y.`fxzzap...+.. rxx,caw Ire s aea..s>ss c rtswn y "!! L34p' + . �. a T€#n.LjPaR*P.433:.3,£33£33 £.qL'•" RH 4Ytt.S':A!tt/diFr N.A733T S.3334"e.. � HJT ''3.4,t 00 PRr.- f:,;',1-t.'-'Y 1,71.?dM Ed '31),,,‘ �` M F+ Bdie% L1�Hf r lawf fssr) - '--\{YY 4.4R/IN'I'ERNA1IONAF. "` c • +-` . icer;«*. ,..; f7"R-4f1!( CVNTROL PLANS P.L1:4.S 147\ Mk ' ... vxG 1t ( £ r'+xr� ... ML44�9'.r „? C"'":-.'-1- 'a wrxmuw»' : .... CETOKOLaSRIk LL!DoE 'A' t++ia ,,,e..$..... � ._ ._ !� _ �, \KK3dJ�-t"4 xrw r.' E� iAR 1 6261 i 3,330.36C3,3.33E3 ,r` REPL,4t'E476 NT / • r COST SAVINGS INITIATIVE(CSI)for the CNOKOLOSKEE BIEIDGE REPLACEMENT i''. 1 COUNTY ROAD 29(COPELAND AVE.) \ 1 p---r1.4 er tie ,.... .......� —"-"..V�_.:.__�...... CIAamkeULAINS SPWS3. -.. ...�. 43 SIX CENt'E00 CANSO 1153.1441--.1 LEAVETLAE Fds# 860 VA -'K S - S'"RVL ,P,,..'it t RS d v l f N 1 dC A2'a ........4. !` 1 i't" _ e e I mo 1 s ,/7/— ' c'''''"''.1'''''''',s'a'ns 1/ .._ r avert, . L t sx s, // y,,1;rV _.... y.__.. S._A 6uT35r .17-'-'7...77.----- dF yrr tsxraA€ I 1 ae,ad.y ; - 7r r?t1t s 1 tis<� •44.: A os,Y .a,t._r,AL' j € .EXSSY 3'.CURS F / A'IV 11F/F - 1 i ,,.... ILLR$yTf3V of iR:3i . 1E044RMY Cd'9:RET€uAxReA<€F 1,00.x.rstP r}. 1 I ner.4 rrvi 454.414.WAN Lf41.1 1 0 �wow,ELAS E..4. • t PA R£fe;i � 1 7771 l F 'F fi: NF t td 1 t be [ ..,/// rs;,�t� t.< a,. ,Ha,r,r_u,., .r:-�:.«, rnri€;r,.i � ,N&7+3y+r�� .. € f L..,,,,S- --L 4 b� 1 • 04 xL 41.4iAR,Par[mC�s7.. "1:: r, Pr 5E'3F t y :;'• .,:i.��, j ffiTIIF.i a }a`b :WS I 3 • CS,AA/t Xt%U U blf{ q 'err' - P1Ys:39 fB,5IV A(M,Z.,RX b1,1 tlrt't ' 4a �,� • e t,5^a" ,44 i2T 1 r '(iY LIN INTERNATIONAL - m • 'TR.4I'J7C�CON 7 O PLANS PHASE IA -9.-44.4... -. ata,Rw rra xw }: ._, ,, r r F avev /I{CRafft4(TFARMOR < spa,a+ �I-ro „,-,„:-. .. * esIEPI t ,VP\T ."• • ✓ COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 1 r PM'.i.VIE Y S AYt,'P.7,(ptm6 a Ur UN C4,44...$ i Feet ,, SPEED ilejo. .41k LIMIT J 4> , PE�'REC '''''''''''''''''A E&: a' 1-2r STOP f QUA NIE a oar`.§.' "`. •I ( f ! ft�.6.Y SJO' 50Y y 908' 308 ' 50C --it--."1 x.. 7x' \.. .-: f 555 I SPEED ' 1 s: Yd{R%i La.ala COUNTY ROAD 29(COPELAND AVE.)' \E / ENO PROJECT 4�J ST eri CEMTEAS STA. 57+91.24 __LL...,1114 LBGEtaLl.. ma WtiSeY GvsxrCa •••• as, tw TRAFFIC 3t#.'frAW L34 NUJ?k NP 8#l=t1Y'Y!< ��yy iK�:#PSPe_s?L:EX�KM Crewe, is WO 2^Ne SI::Y TN.EE f S a')6-� \\I. ,,+ze 4 e�Md Yti FBL HYf y�� YEJd '?3•0..i lR:;4s0 -• ,;,..417::::,:::::::::::::"::::::,'D":::" iFiF R M 18'.�h.".aPw „5rr i:ulAfleiA;a.. s4} A¢ exd y.xi • SS. Ya.G.�d f P H�sL�JM PAtl3:=tE NF'x ?""4,1 e'CC .C£.t l r.84,gAPi OJ.A55 S Ao y..'R .�A�. Ei.E.i<<d • Y 09 44237 *le i Ck<ir�.k +'L F'YM3 AVI ' X At7. ,./.LI F At A vf2 Wen' H. M $'. 1 ' Of \ ya7E C "TY LIN INTERNATIANAG '-' r a "..'1W:;;:17.:"mrR,41,--FircoNTRot,PLANS 1411,45E 1.4 ::_ rt aro rmr rtgiramrr„.i-sty. x(115 i- •N+`�.,,',:r..4'...-.... ,�,.« €HD 191 LtSRF.,.£ B7fIfX;E .t.°.,,,....n �s ,z,v,..or C c..A 7.f3 ice. y> ?FPI 4 r' `/ ` vO. / 1 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4 P kk M 4. PitOK sw :u:, CO 7NTY ROAD 29 tCOj LAND AVE). n. _ _ ......... SPEED. _. ..;•. BEGIN PROJECT LIMIT ESQ STA. 41-1-00 00s 4 5 OAth v 6 t e'An4T ". swa ` ( A§wvfr >,, +F( -C Cali CPAItilu uk OfM,CMS a Illjjj �u ! 1 � � n get.. 4— \ OM 7 ...__- Y..., r... I v SP to ar ar 39 40 41 42 43 Sc,G PA? 45th Y}' : ,..:500 90 :.d9 ASS NO ( r s'#T.Sr'irp3r N Ae d?'k': 'r C'n:1v a'r g f r • w�. +1.S ' 5PEEQ Rppg LIMIT `_esu' 3 fx e•sxl„]Rgtfi MY.INtE AEfT '. 40. 35 LEGEN :. c= 55505 05,0411 ^moi A-44e'tlz u.e A£f iIg0500450 OAA If 5550 fA oAtt 100 0 tR 5 4 5500$ 0 r;1.'e 4 SII 51055,35 5 TMS 5rrAS AS IS PmASC tA. Yybg epd$AAM1 AR£ pr 00 ..v F e151TM f¢R4kd x5634! 11y*41 f#to nnra�+TY r.s 4151 7.4:,M.V VI 0/ 4YRa55 50 0.44.IrIrI.v S.4,,Y� �Lt 4f 4 A2'g.sat,rf, L�IS4—',. c �� ,` Kf.,50.4.YN RRaemerf.... er oR&d.C.E'n.4Ymf 9ik•.•'fv-43Aft0,Xk`3,04f. 104 49551 tl-..i,i, sAA"I, toe .irAIl1 Rs:rIe St`L 2W i>Rv 1.£401.k1.0,6;1.5 P41,11. 1 TATE flP ..�-_ _.. 4 n� f 'T r UN INTERNA ©N d1 \ _-— '4 v tr fi'�� '' TRAFFIC t"ON77?OL PLANS PHASE 10 Na r ._ ace, r± arer t _'V,c N� tel ... .,.Qp,. . ,� .; c.�,,. 10. CtdlJ�t)G � E r .e=5 4 A en.«reu xNv RF,..LAGiattIvr �.� � t 3<'�. s _MAR 1��1� ic ,mur u s Eli COST SAVINGS INITIATIVE(CSI)to the CNOKOLOSKEE S DOE REPLACEMENT''S COUNTY ROAD 29(COPELAND AVE.) 0 fd 40 Force. r r / ..RAI ifkE' fgA!Y CY4k PEASE A xv`�L f- A.V #e T L NhPr,. £045,1 i1TtMr Ff—bTFF%'LPEAyF�VEx Ffuw „1., ./.7.....4C f4) ( - ,n1.-. C t&lt_?E VG 92VtCES - I S.£ ETS { $ t ,!tam: / 'i t-6 rtVO $. ;1,.. ) { 1. ; ,4— 1J _ d �teYPIX.fi \\ ta..a$sa \\ 1'V •aR°4, , _x s V V.51 )1 5100 0 ` Sr4 , A lOPV SlC t F i 0 S 1T, >4 0 GENTs0S 3 g V y.q , , .k.: - +- e'#.uiz * w. .. _g}�r a*trnr,=r<,. ,^'''',-1,'n' n _ �ay� 9 `'i 8J'IN,$F fY f $ %/2','29T X'ST WBA,-S"$r SliF-NT'.6'[4,0 8t.of M St et k of 6'A 8 8t OS SA\ G .AT,kr 8r.b-,.3r 61 3R ^B,kt 6x '£N P 9 :fr1,7At*0dki: ,FIC Moo 2. LEGEND .4Asx 51 051* • ) .--1. Car444tP_`u as,40,3e f?'MAOIOAPL Eo*SECIB au 51Alt WI uk V . i lfii7N T',4^�P 3SPh3*difA#[7:T! ( € 9 ......2.4.1:CSIS, S Af II.504151 -_ Sje tF,. SY¢rk fAdSflins 1YaNT A .[P' LziVR ♦♦„....0,0,;.4.,,,,,,,,,,,,,,,, xf i1 f JAarfF tE • '^„ 1.f �YNf 1 M V« • :' PAtT.�E bLAk*SS f^1lkNlfe av s oV- �i;S ^�5F ds. SE �► T xoott51 A. < I ,*451,1Gluloll f tOO2 a3. II':__CC@£ ISP 44357 e H' 5 6 s,: r, C§o., ” '� 5T#T£OF tx,� ;f k fi ftif Y fftiSR��... .. \ l 1 t.,✓ La�.w l /� \. r. �7''I LIN 4NTERNATPClMAt. rr, ♦ ,� z-1-,,- • T7C �F/C C k774fFJ PINS Jll KE PD .1 ' ' ' XV E r rE .a.,1 xC µr. .1e05, f w [ ruu. C+• C 'dl LOJ S1SKAf BKIIX h r!' adwxt+ .. k`+iT'.•c+ rm�m.w.:mai +'nw,:f,,,,',..*.,„,bv,° € 4'"3c /RiEPJ.4C.E f 4NT 2 72 f' COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT"y n141111111/4\ 6r—x'M ai6t I o .a feet ...._...W-aw.�" _.._ f_ _._,`.. — „), SPEED aws ,--- — -a 35 ' ROS BPC. ly, *ME e"' �i—w' t f 4 t}a'.. [[�+-�/G�s i IA1 Lao' fi [ 53y 116' may' tarmg' ..«r-�, ....5� ii�L>JJ F 4 *.7"_T+i ., x C r 4 i f t m REVILE { r n h. a tag t a 14 Niryh tra.txS i jAr s« rrLY.aVA I a a re.„ $4A0 bWORK SPEED1141 END PROJECT 45 COUNTY ROAD 29(COPELAND AVE.) 11 C-Y ,x '>Z^9 JA.Q.9I1.. AW UhE EEEOD- ,aasaeswx - 0' Pott. '.A Gs f roM?'k ' (4,T,T1 1 t.0100.0:AIA'fi NA;.i!?'BE%i. /N.SM D'C 2�St E.etYr tPUV.i L1Ct�Y1 "'Ki d'W .V 1.u! 7 aE)P:$.5&'1'w't I NY b eft SIAAAIf IS I }ARL'AS he efoiIl PA 1 P00. A.11 2>11 `t' 0.0>100,Au+iS3¢1f,, (L c] N! i�skLY ,NRf£AYF 'CII s£a!)ac S -s tDyr4yftttflt/lrtt 4 1�7(k b( Ifl. .!!!).?!.`""le;'',..,._ dC}2`}Cl F+' x} j" rs+wssmea .m:cre':2; .:-r,-aaIS CPAter4AR c ITArefeeti,+s¢.:.; ''CA4k' •9 tr 7766 A&4f 930 C d.'IC£ f.%,Frf U 3'00.(1 R brtrr.Ytri R IX \ TAY UN IN ER4HT(OV L 4 I V4- '"" a 1"'TRAFFIC C.Y)'V7ROL PLANS PHASE IB'' ea xr GHtlfd3ft?3,�Efi BRIDGE ......... _r �v fosBK .x'raa! 015 '01Cr._. S R I g tut .I r...4..........^.4-••••.^:n.a,... ? .., PLAG A7iB:1'T i rr COST SAVINGS INITIATIVE ICSI)for the CNOKOLOSKEE BRIDGEYekPLACEMENT':'t 1 *:\\ a to aa r ahI COUNTY ROAD 29(COPELAND AVE.) Peet SPEED .. LIMIT f9e.>, ..,.... -.... f SooVS:6 S CDx3e r."_a BEGIN PROJECT , .. :,ww y3 � ;• f w _...___... 5 uHA MELIYiNG bEVIr[3. ... 4 S,7 CbRTkRS �. sr t+ao.rao -.rrroare $ e 39 40 41 ? G N C} € ws e r emz IP Hrrw-,,' z .. 9Q3 z iuil^ 1UG — .... "*.t + Y.zW 11�'n_ . s¢b' ,—?t,,I "471;5Stn N.CC4 Leah° —, .s.tk5;tny i► L airriDk 8i tRTFEFC: WNW... TEAPPTLi9 CQTcOflE S SWIER W WAtc PrrkE 0) rII r: rrrt :Srganr HOMY vrrrrt CP 106rbrt SS,14E itGV a #F£Nt1DF Nt A MF SYE hit i6{!t A4fEf - SOUf50 kilo-45 -• TWOS 0001 SFT SPWSi4 Tom',00015)10.4. 'X NE °44,41'',,, ft� rac s.:x.=as.A„ 4atY.;'eNi' 9' ''P l TCN500000 0050 505 150Yc+d:"Crraw;) t0 r11) I flop CSa:.L i'!v �" NO:i`t'97 ,'..♦ 5. 1 .. 6rtYrFt SMS Pd 4.+h * LC Z. MIJn`$FfP �JA9 Z1C.K kT mdY.HT MO:3 F - '''"TY LIN INTERNATIONAL. ` f ,,,:.1-bi+ aFt �rt f 1.1 5.*g t l , I kr« e�ra4etT � 0 r�rs eaa APIC CONTROL PLANS Pff Sr tt mT raves.n...5.area CHOA ILOMLF BRIDG Ttf rEYYe 9;Fr Nc .e.layr;a .::: ........ l rraerx• ..a,nz:+mrr 1 4IN,�. ?4115 A >.~ mer» .�,,,>.� RhPLA(' EVT J,� 3674�r f euST SAVINGS INI I MU lve lose fw the 6NWCuluawer eut, KILK5,xeYemery 1 COUNTY ROAD 29 ICOPFLAND AVFI A $ A Feet 07•17 747 R"M ,,y,.'3:ro1L ELAN$UNAe ASS' FS-7 00,770H 18507:7 /. I 3 A STPDRG Ri5 s..4H4R36}Ovet C+ 4 Cp,P3NV r ci ii6"VYC£3 jry CN.S•A•R'4..fr (i4t+Jx^.f3 7` 3i sir LfiM£k'•S _ f �tM9kg HEA4 SF�Gh.:P.=.€i _ ,9$�`F+N9 R4 I gAUSA )Y2 USAU /—'/.RASPY V/INN/AM jj Ewxf.E CRASH Ct93MP6k--•,, I I . [ A1,-,,,,,,,,,2 j 4 S v _ rnR rePtFasn; s,..01, Now ' 1 2 ¢«.'.c cvireA,5 1 '"n $A Tis e r rnvrc ' .TrY--.- i ii '=r+- \ � sac s s ' 1 oa.^.�'*=-3* jJ L9RIALL0 ttRt PO = 5 ,Yy _I TOW liAIM-RFea 4 Tx>r I ENO?vv.,oN, gRRAteR Mt0a 0177*1, SYNAAA+lMd 7.70N S'4N]f: A ,e,i, 57R!•+SY ft,7 vs Rr ,,,-11,-11546 I//NIL ft Pt€7 ...17',F,€ :. r4, P/RE474LLS 9l 510•17FiC ••wwwft 4/4/ 111:`,`;7:.`-;,' _ ,,, rsg.VI 0 A:RK kx?lf T:SJ• '®. A""if1 nISN.A ?LRP ' FL} USC k.0.0-44$7 .0771477,07,_ /VI C f"RJ(:4ryq A/Cl /MR[_B.h°`4 ':cv„"4441L .„ts 4k iINi_ NV'Nf',K W z,,,,'‘,,.,,..0:...,•.1.6* s t�' E= I,./..4 Yi _,544XN/-F „....„SFS FM/11/4 SA,,.,..Y'f/RFL.ISE-S GUT:4444 ..!„, „, kt, 4_23 Y 4147 X a/5M£ R NS M A//USSv`-161 Ilk, if I YS E+7 .7'OTE OF 7� / , .....-'Y.ITY LIN INTERNATIONAL \.r was..,.C9174S'?•7 -<` fv T, t`^i'' ,•- ;.,,c„ y fTRAPP,:G. I TROL PLAAS./WAS'E I( , «wN.SAN 7 774•5 R xf's d*4 C3ALl4XFt BRIDGE ..0.,,,,,,,,,Y. ,. ' a •�Vs,7: "a. _.. ...� .,._�,:,._.a•a »1/ All ,i;-1 #, � �i - LJ t. 1167'1..4 1-E,44/ENT _4444. -' TS .4k::82•...IV'RV*, .......,.............._____________ COST SAVINGS INITIATIVE(CSI)for the CNOKOLOSKEE BRIDGE REPLACEMENT\ r '•••,,, .• .• j.-grlif I.)Ai liiQT!Sien Feet : .• .• .• .• .• . \ .• ,,..._...._......... —--- ------ . !' : .• .• ..--"'m------------ lima • ,....... WO'"K ...LL.r`...:„....... .• .• 1?..;it'.---s,*ii.+;r Or, . , , '''''''.'4'4,44- i 0. '-- COUNTY ROAD 29(COPELAND AYE) .•• .• .• .• .• .• .• __.,........--\--?';" ..- 1. ' - " . , . ' :1 ., , ., .• t 1. F•1 '. - 1 1 4, ,c - .0 0 " ' • •`•.= . ..., „,- , .'5 --- • . . . - .... , , ...- ft / .., END i SPEED OMIT I ROAD %I DR( 4 5 t =' E fil /-,....,Y END PROJECT I"-S7,4731:0172;f- i ,, .. ,,,,,,,,cvs.t. LECIEND ......, 5551151105 OF.1.41 1£ .......... 1,TZ, 1 .A'CZLI LCalg'I''''''VI a ..ZONF 5144 ra. •1 531; p 0 Kora i% ,. ,,, ,..., ,,,,,,x,f, 12a..1041.T wow ZP. ,,,elhig.PI1344 .00,V 4...440t,4,, . 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N V4 VIGATIOV I!GMT VG DEr ..." 4-,at tr,. ,.. -..,• . .„-4 ----.4.14 . ---- or-90 ALO"o* •—"'"C"'"0 65...o 00000,-,,,,o C'Fle5 KOLOSKEE BRIDGE ---- ,.., 'fAv.s..s.r,tm ......... Orf,,,,,,,,1" %-::::,....-:::ollo.":7—•oo ,f,re.,,,,,,mz. 65 .,., 4300.M...54 1..1.x.,.0,15 , 10 , „,9._V i „.,....— . - _ ...n.ts.q9+.e..,.., ..‘ RELACEMENT -, ' .7 I 4 204 - ,, P -------- ------‘--' ,...•••.• • COST SAVINGS INITIATNF ICSH no Me CHOK(N OSKFE BRIDGE REPLACFMENT . .... ir .... __..__.._..._.......-.—— ..--- .......i 'S. 1"EDGE TYP ._ .:.:.:.:: .y........._ ..................... ......................................._ S,-�•. ...................._....___..__ _.:....:..a ........1'EDGE TYP. 11 ti" i"':I.7NK.BLACK BORDER r )"TNK.COLLIER GREEN 011431014 GYP.) _,' i rChokaloske Bridge Const. „- r4 County Roads 9(Copeland Avenue) ...IDesign:T.Y.LIN International. _ , r ' 12 Collier County 1 cfli�of General Contractor: j REENBACJCOROttNo-........................_. 'Pik 7. Commissioners Project Management:Transportation Diat�n-r 2 c icts r-2- rk Doonne FIRia Completion ` Date:..:2. 2 Georgia Hiller _, 3Tom Henning r 4 Penny Taylor For information Please Contact: 7' 5 Tim Nance t.,.,t. Transportation Division:(239)252-8192 "=r ; a L 3 r 2" 14". www.coliiergov.net_.�z 1j- 1 r BLACK_! SIGN DETAIL-SCALE:1"=1 9 SIGN TO S€CONS!`RCCIBllor*OMEN MON HOOD. Chokoloskee Bridge Const. T.TV.0 SIGNS To6EINSTALLED ATTHESTART Or County Road 29(Copeland Avenue) . covrTtilirtori 1 LOC§TIn'RTOOEDCTERAONSDOf COLLIea.ccMIN Y. COI.'COW*CaDesign:TX,1 IN International, 966"1 61 General Contractor: Comity cnmmlessa"els Project Management:Transportation Division `»Fww Completion Date: SIGN VIEW WITh!OUT DIMENSIONS 2 Gaorgle NAM:- it TA' .' ''''S '313.(4't .r any eelor Por rtomatlon Please Contact: n i-,ihS `p 4T.110mo b6 ase^T Transportation D1,4151011:1239)252-8192 6 " vlirc NU .r veww.eaillargov.net r' C ".14T�� TIONAL "{ I 4"1`x"" e PROJECT I bORi41ATIO". SIGN .I er r'fer N ...., ae .t2Y` a 4r1i,a3�.E t«-r uam...e'wi.ra.. ,„ .+sr. LwI.:Cn N"La 1.f Swy...,.cm'A-.a ... r r r.a.$.v „.>« s w LTf01ifl�C EE BRIDGE a 66. ._«...._ _.. f`.. mgr-v rnn:ne..".ra.r > ` 1 fzc. r»r x alma `.... REPLAC'EMEN'T J�. s COS13ANNLS INI II AI IV E(LS1t for the LHUKULUSKEE bOIWt HtvLnLtrntrvl INDEX OF BRIDGE SHEETS GENERAL SHEETS SHEET NO. SHEET DESCRIPTION B-1 INDEX OF SHEETS 8-2 GENERAL NOTES(1 OF 3) 8-3 GENERAL NOTES 12 OF 3) 6-4 GENERAL NOTES(3 OF 3) CHOKOLOSKEE BRIDGE SHEET NO. SHEET DESCRIPTION BI-1 GENERAL PLAN AND ELEVATION Ii OF 1) 81-2 GENERAL PLAN AND ELEVATION 12 OF 2) B1-3 BRIDGE HYDRAULIC SHEET 81-4 BRIDGE CONSTRUCTION SEQUENCE(I OF 2) 81-5 BRIDGE CONSTRUCTION SEQUENCE(2 OF 2) BI-6 FOUNDATION LAYOUT 81-7 REPORT OF CORE BORINGS 81-8 PILE DATA TABLE BI-9 24-SOIIARE PRESTRESSED CONCRETE PILE 8I-10 END BENTS NI-I1 END BENT DETAILS 81-12 INTERMEDIATE BENTS 81-13 INTERMEDIATE BENT DETAILS 81-14 SECTION THROUGH BRIDGE 11 OF 2) 81-15 SECTION THROUGH BRIDGE 12 OF 2) BI-16 FINISH GRADE ELEVATIONS(I OF 2) 81-17 FINISH GRADE ELEVATIONS 12 OF 2) 81-18 SUPERSTRUCTURE PLAN 81-19 SUPERSTRUCTURE DETAILS(I OF 3) 8I-20 SUPERSTRUCTURE DETAILS(2 OF 3) 81-21 SUPERSTRUCTURE DETAILS(3 OF 3) 81-22 DIAPHRAGM DETAILS(I OF 3) 81-23 DIAPHRAGM DETAILS(2 OF 3) BI-24 DIAPHRAGM DETAILS(3 OF 3) BI-25 BEAM TABLE 81-28 APPROACH SLAB DETAILS 81-27 REINFORCING BAR UST 81-28 LOAD RATING WALL SHEETS SHEET NO. SHEET DESCRIPTION 88-1 SHEET PILE WALL NOTES II OF 21 BW-2 SHEET PILE WALL NOTES(2 OF 2) OW-3 SHEET PILE RETAINING WALL(I OF 2) 8W-A SHEET PILE RETAINING WALL(2 OF 2) BW-5 SHEET PILE WALL DETAILS(I OF 4) 08,-6 SHEET PILE WALL DETAILS 12 OF 41 8W-7 SHEET PILE WALL DETAILS 13 OF Al BW-B SHEET PILE WALL DETAILS(4 OF 41 13W-9 REINFORCING BAR LIST BW-10 BULKHEAD REPAIR DETAILS(1 OF 2) U( I lIIIII/ BULKHEAD REPAIR DETAILS(2 OF 2) 1 \\�\�B ERO:Lf // TEMPORARY RETAINING WALL(2 OF 2) • * -.ai�•�N`/ •`om f=� CANNfY FL�JN,M Bridge No.034179 IfZP' rCARDNO•INC °, " INDEX OF SHEETS Ps/NET N:L YC 6 -L •;\ CSa2rfR.f.b!.11i JRP }37A , \. Drokre t9,5am CHOKOLOSKEE BRIDGE i o • s f � . /Ms. O4gMtlr.7.Pm77,X LZ I1ttl iN Fm".:a.az-89? REPLACEMENT 8.1 • COST SAVINGS INITIATIVE(CS)for the CHOKOLOSKtE 6HIDNE REPLAIAMEN 1 N GENERAL NOTES GOVERNING STANDARD AND.CONSTRUCTION SPECIFICATIONS: G. THERMAL FORCES: O. CONCRETE(MINIMUM 28 OAT CYLINDER STRENGTH)' A FLORIDA DEPARTMENT OF TRANSPORTATION 2014 DESIGN 57ANOAR05 I.TEMPERATURES AND TEMPERATURE VARIATIONS FOR DESIGN I.CLASS II: CAST-IN-PLACE WITH MODIFICATIONS GATED TRANSPORTATION SPECIFICATIONS FOR ROAD OF CONCRETE STRUCTURES(DEGREES FAHRENHEIT(FRAC AA. APPROACH SLABS 4.500 PSI AND BRIDGE CATIONS ATE JULY 2014 EDITION,EXCEPT A5 AA TEMPERATURE RISE 1+)35 DEGREES F 2.CLASS IV CAST-IN-PLACE: SUPPLEMENTED OR AMENDED BY THE CONTRACT PLANS,SUPPLEMENTAL 8B. TEMPERATURE MEAN 70 DEGREES F AA. CAST-(M-PLACE(BRIDGE DECK) 5.500 PSI SPECIFICATIONS OR SPECIAL PROVISIONS. CC. TEMPERATURE FALL (-I 35 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'• 8.500 PSI 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 7.AASHTO(RFD BRIDGE DESIGN SPECIFICATIONS,SIXTH AND RESISTANCE FACTOR DESIGN(LRFD(ARE AS FOLLOWS: -USE SILICA FUME ADMIXTURE EDITION,2012:AND IMPLEMENTED MODIFICATION THEREOF. 1.CASs-IN-PLACE SUPERSTRUCTURE LRFD ••USE CALCIUM NITRITE 6 SILICA FUME ADMIXTURE 2.CAST-IN-PLACE SUBSTRUCTURE LRFD 2.AASHTO GUIDE SPECIFICATIONS FOR BRIDGES VULNERABLE TO 3.PRECAST PRESTRESSED BEAMS LRFD E. CALCIUM NITRITE ADMIXTURE SHALL COMPLY WITH STANDARD COASTAL STORMS,2008. 4.BEARINGS WS SPECIFICATION SECTION 929. 3.FOOT STRUCTURES MANUAL DATED JANUARY 2014 AND S.MEMBERS NOT REFERENCED ABOVE WC SILICA FUME ADMIXTURE SHALL COMPLY WITH STANDARD SUBSEQUENT DESIGN BULLETINS. SPECIFICATION SECTION 919. 4,FOOT PLANS PREPARATION MANUAL(PPM).VOLUMES 1 AND 2, 8. DESIGNED AS OF ESSENTIAL BRIDGE WITH LOAD FACTORS -0 JANUARY 2014,TOPIC NUMBER 625.000..007 AND 62500-008. PER SECTION 5.2 5.2 bF 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 470) 420 PLF A PRECAST PRESTRESSED BEARS B. REINFORCEMENT TO CONFORM TO ASTM 4515.GRADE 60, 3 BRIDGE PICKET RAIL(ALUMINUM)(INDEX 861)(WITH CURB) 65 OLE 1.TEMPORARY STRESSES BEFORE LOSSES DUE TO CREEP AND 4 TYPE K BARRIER 455 PLF SHRINKAGE AT TIME OF TRANSFER: C. PROTECT EXPOSED REINFORCING WHEN LAPS EXTEND FROM PHASE I 5.THE NIT DECK THICKNESS INCLUDES A ONE-HALF INCH AA. MINIMUM CYLINDER STRENGTH AT RELEASE =1'ci CONSTRUCTION INTO PHASE I/CONSTRUCTION. REMOVE ANY SURFACE SACRIFICIAL THICKNESS INCLUDED IN THE DEAD LOAD OF THE 88. COMPRESSION =0.6 I'll RUST OR DEBRIS PRIOR TO PLACING CONCRETE IN PHASE II. DECK SLAB BUT OMITTED FROM THE DESIGN SECTION PROPERTIES. CC. TENSION 1. OUTER IS%OF DESIGN SPAN =7.54rEr EXPANSION MATERIALS: B. LIVE LOAD: 2. CENTER 70%OF DESIGN SPAN =66 I.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, 4A. MINIMUM 28 DAY CYLINDER AT FINAL =7Y BEAM 1 2 3 4 5 Be COMPRESSION: VERTICAL DATUM MOMENT 1.06 D89 0.89 0.89 1.06 1. FINAL 1 (P/S+DL+LU =0.6 IV RAW]88 SHEAR 1.06 LOS 1.05 1.05 1.06 2. FINAL 2(P/5+OL) =0.45 TI 4.PEDESTRIAN 3. FINAL 3 150%P/5+50%DL+U) =0.4 Pc 75 PSF C. SEISMIC DESIGN: CC. TENSION =6.0 1.DESIGN IS IN ACCORDANCE WITH THE FOOT STRUCTURES B. PRECAST PRESTRESSED CONCRETE PILE DESIGN GUIDELINES. 1,.MINIMUM 28 DAY CYLINDER STRENGTH AT FINAL 2.DESIGN PARAMETERS: AA COMPRESSION AA SEISMIC PERFORMANCE ZONE I 1. FINAL 1 (P/5+DL+LL 1 =06 1'c BB. ACCELERATION CO-FICIENT 0.025 2. FINAL 2(P/S+DLI =0.45 Tc 3. FINAL 3(50%PIS+SOT,DL+IL) =0.4 Pc D. WIND LOADS: I.APPLICATION PER FOOT STRUCTURES DESIGN GUIDELINES FOR BB. TENSION w-60 150 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: NE 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 PRESTA �F� f /�ING MUST HAVE A DOCUMENTED WAVE CASE CONDITION 144.1 FORCE ASSOCIATED FORCE ASSOCIATED MOMENT CHLORIDE ION PEN045 TO$YbJR 1Rp/$ION COEFFICIENT WITH 1 EXISTING FV-MAX=229 KIP FH=141 KIP MT-AV=2660 K/P•FT A MEAN VALUE OF 0O 5 l'3WNBi.. 9, II EXISTING FH-MAK=148 KIP FE-137 KIP MT-AM=2543 KIP•Fr ''..9.1."- II FJ'i II EXISTING FH-MAX-103 KIP FH=-78 KIP MT-AH=-6268 KIP•FT "D 32 II SCOURED FH-MAX 5591 XIP FE 9592 KIP MT-AH=253 KIP•FT * _ II SCOURED FH-MAX=64 KIP FV=6 XIP MTAN=-3607 KIP•FT • STATE r� W� f7.6 Bridge Na 034179 _'.:c I_I.._... ..L.,L, ....,r,.. CARONO INC r..w. i� IiQK,._,Lj` .1 c ' i ......._ /Mo aAM n,ha Pun �ANANDA 8.KELIFT.P.t///SZ,C-N A \v\ w +I OM;m°`F, GENERAL NOTES(t OF 3) STEA'B7'J MM..XA.TUMD.SAM l 5•., S� =7:r=4,10,,,•11 av ,+,w MH mar (...__ li NPC ,w,^••••• •g 1 t If i zs%s.�rF w. 4,.0.,,•1I CHO%OLAS%EE BRIDGE _.__......_ (._- .4.R47r4A-XAN J ns,=w..,..ww�. 0....1 Warn... 59:909,91.39905 l aA(leCAM V/urAWli09 M,1 '�...................... ..,. t / Fm.+me>MztE-.92 REPLACEMENT B-� CSSTSAvIMPI ITIATIE(CSI)for the LHOROLOBICEEIEntIDL,ERtPLALLMEN 1 GENERAL NOTES(CONT'D) 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 CNTSTANDING 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. AA. INTERNAL SURFACES 3 IN CONSIDERATION,DESIGN.INSTALLATION AND USE OF TEMPORARY BB. EXTERNAL SURFACES CAST AGAINST EARTH 41X IN MEASURES TO MAINTAIN BOTH INTERNAL AND EXTERNAL STABILITY OF C. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS AT ALL TIMES TO ALL CC. EXTERNAL FORMED SURFACES 4 IN BRIDGE BEAMS THROUGHOUT ALL PHASES OF FABRICATION.TRANSPORTATION WORK AREAS FOR COUNTY REPRESENTATIVES AND TEl 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 BEAMS 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 .,1N F. NON-STORMWATER DISCHARGE(INCLUDING TOXIC SUBSTANCE AND SPILL 2.BEAM PEDESTALS R IN GEOTECHNICAL INFORMATION: REPORTING):PROVIDE THE COUNTY WITH AN EROSION CONTROL PLAN 3.PIER AND BENT CAPS 1)1 IN THAT WILL INCLUDE TOXIC SUBSTANCE AND SPILL CONTAINMENT, 4.ALL OTHER EXPOSED EDGES (i IN A. SPT BORING LOCATIONS SHOWN IN THESE PLANS WERE FAXEN 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 BE 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 REWIRE APPROVAL OF THE ENGINEER. IF CONTAMINATED SOIL/GROUNDWATER IS ENCOUNTERED.CONTACT THE A. INSTALL NAVIGATION LIGHTS PEA STANDARD INDEX 21220. LIGHTS ENGINEER IMMEDIATELY. SHALL BE RED CHANNEL PIER LIGHTS MEOW)GREEN CENTER CHANNEL LIGHTS NCO 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 LANDS1DE OF THE LOCATIONS. FOR ADDITIONAL INFORMATION.REFERENCE ROADWAY SELECTED RFL AND GCL LIGHT FIXTURES FOR REVIEW AND APPROVAL. BRIDGE.BUT AWAY FROM WETLAND AREAS. AND UTILITY PLANS. BRIDGE NAME AND NUMBER: B. EOUIPMENT 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: C. 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 BOAT(S)FOR THE EXCLUSIVE USE OF THE ENGINEER A.ALL DIMENSIONS ARE MEASURED HORIZONTALLY AND VERTICALLY CR 29 OVER CHOKOLOSKEE BAY 034179 AND COUNTY REPRESENTATIVES PER THE COUNTY SPECIFICATIONS UNLESS NOTED OTHERWISE. AND THESE PLANS. B.ALL DIMENSIONS AND JOINT OPENINGS IN THE STRUCTURE ARE EXISTING STRUCTURE: MEASURED AT MEAN TEMPERATURE OF 70'F. A. PLANS FOR EXISTING BRIDGE ARE NOT AVAILABLE, C.ELEVATIONS ARE IN FEET AND ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 7988 1NAVD-'WOO. B. CONTINUOUSLY MONITOR THE EXISTING BRIDGE SUPERSTRUCTURE FOR TME 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 APPI.IVAL A. DESCRIPTION: PRIOR TO CONSTRUCTION,. I.SUPERSTRUCTURE:EXTREMELY AGGRESSIVE 2.SUBSTRUCTURE:EXTREMELY AGGRESSIVE C. THE CONTRACTOR SHALL AA((QQ 1 GE THE EXISTING SEAWALL DURING CONSTRUCTION OF 7 FN BN REMOVAL OF THE EXISTING BRIDGE (CI..4980ppm;R=110 D-cm) OR REPAIR 70 TH\, X F RDA) B. LOCATION:COASTAL 1� ',..;;kDE/Jyz 'fj-i D&6 ''X \ ' '*! - STATE OF ,•wti Bridge No.034179 [... .�. :.. t ..,....,.,,,. ,INC M A ♦ \Jm PAYE F[az nLOIoIT( CwM. Nc.e+. GENERAL NOTES(2 OF 31 )[CARDNO IIUwIOR,FNMm.XNe. AMANw.,.8. C.FOM1AL�' C 4YY c.wAnNn.N u..vw.».- ( _- ' In•RAN�yem ri Gm...e�.Nwe L Fw Fi n'N' I CHOKOLOSKEE BRIDGE ' °mMrvF:�i o�.urew.z.T wYOBNJ ,•,•u •p�•p /\ PN.,.:rURN)4TT-etre J\ REPLACF.MF.NT B-3 • / COST SAVINGS INITIATIVE(CSU far Sc CHCKOLOSKEE BRIDGE REPLACEMENT GENERAL NOTES(CONT'D): - BID ITEM NOTES(CONT'O): SURFACE FINISHES: S.THE GFRP REBAR SHALL BE PMD 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 PAID AS SPECIAL ITEMS. AS WELL AS EXPOSED SURFACES OF END BENT CHfEKWM.LS,CAP ENDS AND WALL COPINGS. 6.THE CASTING OF BEARING PLATE TO BOTTOM OF FLORIDA I-BEAM SHALL BE INCLUDED IN PAY ITEM 430-2-30. B.COLOR Of ALL FINISH COATINGS MUST BE 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(PDA).LABOR.MATERIALS AND ANY OTHER INCIDENTALS REQUIRED TO INSTALL THE PRESTRESSED CONCRETE PILES SHALL BE PAID FOR UNDER ITEM 455-34-S. BRIDGE DECK GROOVING: 8.REMOVAL AND REINSTALLATION OF THE ARTICULATED CONCRETE BLOCK 1,4011 SLOPE PROTECTION.REPAIRS, THE BRIDGE DECK INCLUDES A YA-SACRIFICIAL DECK THICKNESS FOR GROOVING AND PLANING. FILTER FABRIC.FILL GRAVEL AND INCIDENTALS REQUIRED FOR REINSTALLATION OF ACO SHALL BE INCLUDED PAY ITEM 110-I. SCREEDING DECK SLABS: 9.IF REQUIRED,REMOVAL OF EXISTING DEADMAN ANCHORS SHALL BE PAID FOR UNDER PAY ITEM 170-20-2. IF THE RIDING SURFACE OF THE BRIDGE DECK AND APPROACH SLAB SHALL BE SCREWED TO THE FINISH GRADE REWIRED,PAYMENT FOR ANCHOR BEAM MODIFICATIONS SHALL BE INCIDENTAL TO PAY ITER 455-133-3. SEE ELEVATIONS SHOWN IN THE PLANS. ACCOUNT FOR THEORETICAL DEFLECTIONS DOE TO DECK SELF WEIGHT. WALL PLANS FOR ADDITIONAL NOTES. DECK CASTING SEQUENCE.DECK FORMING SYSTEMS.CONSTRUCTION LOADS,OVERLAYS AND TEMPORARY SHORING. ETC.AS REWIRED. 10.PAYMENT FOR COUPLERS.INSERTS ANO ADHESIVE FOR ANCHORING SHALL BE INCLUDED IN THE ASSOCIATED REINFORCING PAY ITEM(415-f-3.415-1-4,415-I-5 OR 415-I-9). FOUNDATION INSTALLATION NOTES: 11.PAYMENT DECK REPAIRS REWIRED FOR TEMPORARY TYPE IN 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 REQUIRED BETWEEN ORDERING TEST SHALL BE INCLUDED IN THE UNIT COST OF SHEET PILING PAY ITER 455-133-3. PILES AND ORDERING PRODUCTION PILES. 13.FILTER FABRIC BID IS FOR EXISTING BULKHEAD ONLY. ALL OTHER FILTER FABRIC IS INCIDENTAL AS NOTED 3./N ORDER TO ASSURE PILES WILL BE INSTALLED TO THE MINIMUM PILE TIP ELEVATION,PREFORMING OF ABOVE' THE PILES MUST BE PERFORMED IN ACCORDANCE WITH FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION(2014)SECTION 455. PREFORMING MUST BE PERFORMED AT A MINIMUM DIAMETER Crass S Applied OF 40 INCHES IN ORDER TO FACILITATE GROUTING OF THE PILE HOLES IN ACCORDANCE WITH 4S5-5.9.5. F)nisN CoAIin9 TEMPORARY DRILLING CASING MUST BE USED TO MINIMIZE THE DISCHARGE OF SOILS OR DRILLING MUD Class 5 Applied Superstructure details apply to INTO ADJACENT MARINE WATERS. SOIL CUTTINGS FROM THE PREFORMING MAY BE PLACED WITHIN THE Finish Coating Bridge and ApprpaU Slab Se[tlors PROPOSED APPROACH EMBANKMENT PROVIDED THEY ARE PLACED IN LAYERS NOT EXCEEDING 3 INCHES See Spec.521 THICK. AFTER PILE INSTALLATION AND PRIOR TO GROUTING.SEDIMENT SHOULD AGAIN BE REMOVED FROM Class 5 Deck GrapVlrp ,,� (Broom(finish) THE PREFORMED HOLE,IF PRESENT. Applied FIMsrt Class 5 Applied 4.AFTER THE PILES HAVE BEEN INSTALLED.GROUT IN ACCORDANCE WITH 4555.9.5.GROUTING SHOULD BE Coating FILO Coating SUSPENDEDEETPILIII THE END BENT PILES AT AN ETOTTH NO LESS THAN FEETNCBELOW THE BOTTOM THE 10x -ice' SHEET PILE WALLS TO BE INSTALLED ADJACENT TO THE 14 INCH PILES. ONCE THE ADJACENT SHEET PILE WALLS ARE INSTALLED.PILE GROUTING UP 70 THE ELEVATION OF THE GROUND SURFACE SHALL BE ' Class S Applied PROMPTLY COMPLETED, Fin/sA Codt:lg I 5.SEDIMENT WHICH HAY HAVE COLLECTED IN THE PREFORMED HOLE SHALL BE REMOVED PRIOR TO GROUTING. PDA TESTING SHALL BE PERFORMED AFTER PILES HAVE BEEN GROUTED TO VERIFY THE PILES HAVE NM: ADEQUATE CAPACITY. BID ITEM NOTES: w w 4 I.400453,401-70-03,411-1 AND 411-2 ARE CONTINGENCY ITEMS FOR ANY INCIDENTAL REPAIRS REQUIRED TO END BENT /NT.BENT RETAINING WALL THE EXISTING BULKHEAD SHEET PILING. SURFACE FINISH DETAILS 2,THE GALVANIZING OF SHEET PILE WALLS AND STRUCTURAL STEEL COMPONENTS TO BE INCLUDED AS INCIDENTAL FOR PAY ITEMS 455-133-3 AND 460-2-2. ABBREVIATIONS: 3.THE TESTING OF THE TIE BACKS.TIE BACK CONNECTIONS.PVC TUBES FOR THE TIE BACKS AND TYP a�",KOER11I/// BFBW BACK FACE OF BACK WALL MASTIC TAPE SHALL BE INCLUDED AS INCIDENTALS OF PAY ITEM 455-87. \� R"Y.}--(.,//// E EXPANSION BEARING 4.STEEL SHEET PILING SHALL BE PAID UNDER PAY ITEM 455-133-3. `� /J/(�JJ}�/yGf65632:Y!%i EJ EXPANSION JOINT ` .145632 1 5T B5632 , ~ FEW FRONT FACE OF BACKWALL FFRW FRONT FACE OF RETAINING WALL it A *:^ MVC MINIMUM VERTICAL CLEARANCE y' W` UNO UNLESS NOTED OTHERWISE -:-.-'P A (U` VPC POINT OF VERTICAL CURVATURE, o• At • WI POINT OF VERTICAL 33. j�4F.3,,C_ORt9,%(AU�=� VPT POINT OF VERTICAL TANGENCY Bridge Bridge ND.034179 [a.0 eo r.I. rpt«f-BE.AAAA..... CARDNO,INC 7 " I -- I ROM '^»�•'^ ?srtll�\ oar,'°#,'" GENERAL NOTES(3 OF 3) �' AMANDA B.KELLEY P.E: [IX.w0AYEn,El4MW XPe xxxu....,arA . rM ab NalMvmc.}( "-"""^^-^-- ^• 1Q ILL p:r,:P F v S..N r,.,..N . I I CHOKOLOSKEE BRIDGE J F4eMAYP u'rz o wrdomirrwA`wPOa�AH /1� �rznrnz-yy2 l REPLACEMENT B-4 r COSI SAVINGS INI I IAOVO(tSI)for the CHOSOLUSKEE BMIUGt MEYLAI*MENI \ rR,iW Lia_ _ — v. v. _ 725'40' Direction of Stetionin•t, ly Overall Bridge Length 38-0• 774' 75'-0° 75,47' 1 38-8' Approach Slab 1 Span I Span 2 Span 3 Approach Slab 2 1 7—Erltttoremaii09 n 86(60RYp).44 End Bridge Begin Bridge PPM End Bent 4 FFBW End Hent 1 Navigation Light(Typ7 10046 420 CrN7k Sta.48+50.98 51a.46+35.98 (See C-e9Mra!Notes) /Railing w/hider 82f '""""""""••""' .............................. Bullet Rail(Post 01 Retaining Wall W-2 %• Bep)n Approach Slab ,''•.•,Sea.47+1098 Const. IM Bent 3 •,• End A oach ah Bent 2 5ta.45+97.93 �,.,. r. L PGL .,er•r R e. .•.•r ,:• . St.47+855.98: Sta.488++98.98 SI • &' .... ... `i. ) .er.•..•...r e, n :.;.4.' e.. ',. r..e.. a-3 AI. •: +.. . - . • :.8 1.. ........... 41, m • 6 b o 1 1 I Erisft g erld6e / i' 3 4§3 a, 3 .- ..I nl 03Dr6r7 1 I ry<. ;ry3g e 3 r� 0 '1 l N5P1942.W :! 1 �.� 1 m 9T• '`+ 111 7 i B 2 I I ' 11 1 PC Sta.48+9905 c •.,.b a 2 I 1 1= c "•t r ay.GD s .y.. `t3YP) a- 1 1 L- —�— �--,. .__L._..r�.ia _ � .a.q��_ 1 1, 9999 ..._999.,. --� . / I I, Brtdge No.034779 I 1 ,: ±Lr . h {. _ e... q em 9999.. _. e9 • -., ..... act - .friar+g BrMge - .--a ....a ..n To be' ed fTYPI a. .....�..._.._..._• _._.. 9,999........ .. 9999 9999. •er::r:a;.• A •. 9999 9999 .-... •.. Sheet Pile WWI index 420 !M 867 Sidewalk' ' ""SheetRetaining WWI W-1 Traffic Railing Pedestrian/ Sheet Pile Wall Ca t in-Place J a. Bcycie Reding, Ste.48+28.87 Caping(Typ.) —Critical Temporary 2600.Ott/ L Critkal Temporary Retainig Weil TW-I Retained Wall 744-2 PLAN — — — — — !VW tine — — — — — — — — — — 11111111 607ES, \\\� ////f LEGEND: \\�\\PgfjIGEROp /r/ 1.Minimum Vertical Clearance.9-6 M `It;ENeLP.• i'i e9 SPT Baring Location Mean High Water Elevation 067 �I-yy� Pint of Minimum 2.Refer to Roadway Plans for 007ity Adjustment sheets, D 55832 *; i/ Vertical Clearance OWE) # ht —K Navigation Lighting3.00(01log Apprdach Slab and Piles must be field verif y. -7:1..... 'n F A,=�2` 9999. E 7ttr:g Structure to be removed \ �6%;,`;6NAl*\\\\N Bridge No.034179 J ... .1,....,..,....,.. \ "CARDNO.INC \ ,.. 1111 r161s 1 r cmm r,4,a..• /3H&�.\ nx nrce awe .«mne.rmmim'.m GENERAL PLAN AND ELEVATION(1 OF 2) Pam an dNANi}A 8.7"ELSe'7',P.E. C c naibn and Noln.een;a I, MAg 80 9917,rMw,o+5.859 " v "+�' zus s.r.W+Nrr�lae o.w. CHOKOLOSKEE BRIDGE ' rtLaearl a,O! 6.18i,yweyptor e�1.r,F132W \ / ♦r;;;a:Iierarn...wi:iucr`riZ /s'1•,Yw•"„u,• . 8nonv1zrs:z5z-ax RF.PLACA:MPNT 131-1 WOO SAVINGS 1N11 IA IVE(GSI)tar the CHUKULUSKEE blIUGE HEPLAI.EMEN I 225-0' Overall Length 01 Bridge(Measured Along(Construction) 38-0. 75.0' 70-0' ........_7S-P 3E-U _.._.:....._._........._..._pa .....p.......3....................:_.pproach slab 2 Approxh Slab I Span I Beams-FIB 3G Span 2 Beams-FIN 36- Span 3 Beams-pm 36" Approach slab 2 FFBW End Bent I --Ed Intermediate Bent No.2 --B of Intermedlare Bent No.3 FFBW End Bent 4 tr— wan w-1 r-Pedestrian/Bicyclewall w-2 x �---Spot 51oPe t Railing 25 J , 20 10 nom IIII jJjJ Flt J.. . ,� X f"E ..yHW •• ."E'`t E 'MVS 9'-6 0 I11I1111 1111.11111 1111 p E t prid5e •E/0.670 ' IIU 0 Js s+t t ttlltlyy�i —_ I Il iii 11111111 if 0 it 1'' S—ExlsNng -II 111 •13 / i, n -10• I I j lu ,: Bulkhead I7 I I 7 .. ., ii I I / 11 -20 II U u / II -20 4 Proposed Grade Exist.Bulkhead 24-Square Prestressed Proposed Grade—I Com Pile(rya.) ELEVATION 1,„`::: e c NR m4 g,Xp _ NOTES. E m • 1.Minimum Vertical Clearance=b-B'B Mean High Water EL.=067 a 04 31@0§+ (-J OOg°4 s W Ef-Expansion Joint E-Expansion Bear/ng 595 VC VERTICAL CURVE DATA ALONG CR 29 AT Q CONST. til \okl i i__,,lIti/4, e*: ,*= �v ;ate 'f'•'•,:•i!-pR.. No.034779 �r.tn�. ORtiti,•�� Bridge ,..f w. CARDNO,INC ,,,,,,,,� 'fljl;�tit+� 1 COW ra,eN gra Mn GENERAL ALAN AND ELEVATION(2 OF 2 �• Ay F•• WO A3a B.KELLEY.EY,d�?t€ a.ocean phN m ��u fw.AOcardaa3ns i[,....,�...,. o I 1 CCHOKOLOSKEE _ ' 11 N 1 E1Oe15D� .n ,.,,_ �7e BRIDGE me emokosom —.2„..' .....5............... . rear.c.rz .ennenrae w M.�..ela.n aw,1.seoe 87-2 REPLACEMENT +'_ _•l W. .4A� . 4. ,�firr ''-- Mrdlr • • •r• v .D ��i*�a-_'•r "h rh---- "• ?,,if .3F + ''''..,"4.t.'..,,:•.: s F A I 0, ey e•.. • • • '32W• .b,0:.aa,lll.i.i:�a�y•'"-"_ S.QN.'rf40. 1� �Ar:�,• 144-4.69.rs-,,,,•;+171.!, >•%ti' i DIRECTION OF STA. C • ':• " I '•' .' .....8.: I4! Y.. `F\/ '•.11:111...., i v.r rrgb�,.s j41 • • s.... N ► r te_ } 1. ��y ✓,CI �,(A�{jpy( w5° r @g..• CR 33� M8 'G',,: 7�9 //� �� y .,4..vD r;l rr k1l e�',\'l,'f °at,.. 47. •r•48 , . no.. o &it 4 `7H- ' i,A. 4': '* ;,-. '1.--:: l_.^.,'. '^ STING STRUCTURES PROPOSED 1'1'1 ?.�_ "..j'.::no.i i :_:^ —F Andre Pali il} V3t ,,, 2-Sx STRUCTURE tFs s ExI T e a444.ln: �...---r { • 5 •• ... �.v.-.�,m.�..-^^ PT.,:E.wriN RETE ,Iay,frE E r ?2,> b 8888. _ : DF d F.9 S _ E _NKia.�.R SPYF ,V N"4 ji 1. =4":17X 3, 38E SE 4' BegIF 8 d9E ¢:�• �il�..:• y-r � yyll#..,,.'.. 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E av r [ ave Int l4tt*ray aver a Par • BAI f3.1 Wu emu Sewe't irtN 4.8.4 be Rred'rree whsr aaaANap z rcr wx:ca I e _ .°....“EEE w thaay,) .s t.w trzodr dr. rnx 8800 rroal ar, 424 irtdx,J.pE___. O aveArBFA,bd a. . Elena Wiry R Ewer se R r' ELME 810E0 lASe FLOW 8 251.30557 FLAW £.eAi'G£EFD£aFMe.E.E bRWABDB..fV 5.4 4E.4 RAME fet 5518 .7.........-1.4.4.381..-.... ' a EYFELLE rnrrNo. a bo 2 a) ..1L4........ ape _ r _ SCBUR PRFOICTIONE FOR PAOPOSED STAVt[TUAf DESfB/8Ep A84Yf -7'-•"--•-•-•-••---•-•'•••- _ 888_. _ .- ... •-•j•---- -37-': RI£ ,A)aAFyNR ^••8........ _................ ........y..........Y SU REAM VFLE CASE MB yr ... £_. Ea r YYRBERl EZAMR TYPE SOUR SLEW RPrrl iL.......... 'r) S^."i244454 itself PAErSyPI.Fc Irmb0 i- l MOE WEE 59FCmri.t4 05 .: ' . O8888.........�. I MY°ARUM'RECOMMENDATIONS IP' li ' € 18'PPCP 2 MU 22222222Gt 51,2122•22.2.22,LI S.8.09,srmmn!ERE211 SKEW ante P a C e E wr2 or.EE d .2`MOVE et PE) 8.$ L raid).Inas YEb..lmove Et..R.g 4 p fnVb.! .e.Nii.F13I f L2 ApnaF FL 3t_ Z.lg97 YEar,i aw.v[Ft 8085 M a°rr.NCnTE 0 n Y Y T,,. or,rh Rbaa.E < - ROME MOE n}.rl;u,nrFa.'euaEit 15Y',000808 I lE[:ASREC,if ROCK mom 8888 aRsF.w'_. nufP BR.csae -24'PPCF 24•FP:P . .. '•fit W FUSS:R4 .•^........................ um,. ar. �', P,tl-e'...,I, xEm } M 55 Vwuea4ti PW,Ra 14 SE MISassases.,.a DEML{.1n,tf59L505Bfi3'rS 95giSR c.a5r F(SSSiSRe 3843FFfsS EI L•EYE es Maw axestBRE 50..8.88E assns Sr 4E7 46' 47' f ; *• (1i-Y�I :*i u4040 a u1lsrnoeVMS SOLE iyErarrax EWE,NI rod OF ENE 40 FtFYaTk 44F.S3294.484088 . .. .,x..... 1'CARDNO,INC �„ ' � ''''"c."'"Br,wN BRIDGE HYDRAULIC RECOMMENDATION ABT l n SOP m! ANse 'q" c��o*. en 'off, N< J NO elZx ILVER:FSShH 3333 ..rer..a�r.. ••Er1G S 4' Toes em brows!r.. J r r ra nEa:q-rms 88.,...88+ry Iey._..� Cem DAIm RR.e,.FF 3134 CHDKOLCASKEE BRIDGE n)9r,S-ml ..88.804PmY es q5.•�... Nom+ tTeee:2020252-48081-3 4, i Vemprenre to N,Iaa 12.,44 a Epos i i REPLACEMENT r 33-34" COST SAVINGS INI IIAI IVE(CSI)tar the CNOKOLOSKEA I3HIUGE KEPALEMEN I `y 24.'" i I SU/WY 4'-Uk? (Const.&PGL "+ i IliNA t L n PHASING NOTES NOTE: Existing Bridge dimensions are approximate. UC I v Existing Chokoloskee Bridge Beam spa. T-311" r-3Y!" i r-34" r-3'S" Pile spa.1 7-971 I 9.-91g ' 9'-9Y." 2.-0. s-m of EXISTING BRIDGE NO.030161 24'-4e7 9-10W L-Structure Removal To Remain 4-T y' 13-0' 13-SV:" Install Temporary"Type X'Raider Wa11. 10-? Work Zane Shirt traffic to single lana. Remove eastern portion of superstructure. I a_- i A (Const.&PGL rte' rr-- r i I I Beam 4 Temporary"Type/ PHASE 1.4 Barrier Well (Anchored)ITyp.) (Const.&PGL Construct eastern portion of new bridge. 6'•P 2.3.-91,7 ridg X' New Bridge Install temporary"Type barrier waltz on new bridge. l3-P 2-47 3-P C-0' 9i$' NY-0. Temporary'Type X' Un! Barrier WMI 1 (Anchored)dye) Pedestrian/Bicycle n $ . f ( (�� 11.0.ging!Index 8811 caAx.1 � rer---1T"' ---I, 1ka ■ r.C _ [vI4 I I, MUNI 4'-SW Beam 5•atn:. I tt(1ilfili, e-1• 1 8-a" B-B . al? PHASE 113 `�. — r a 6563y Bridge No.034179 a�. CARDNO,INC ,,,M °,, 4§L� 4' vp1..c.:.:y crn.rn [ BPlocdcoNsrRucr/ONsEoulCE(7- w.e La.xw ANAYOA B�RELtET P.✓7�°i!O .VIAS',,.....,,,y av otinm, OP 2)_trcwVITe aww+ ae170M I. av ..,.........�.�... 7/,p k Cakorz3— El as,sP,ms 411II(Cagrsw:i">t w.aowz.rar a.au �....:..::...:... vele 1t 1 Il 81.4 REPLACEMENT • 2-P 7_0 2-0' Sled Shad 00.0. 5.-0" 94$" II Pedestrian/Bicycle PHASING NOTES Railing(Index 8611 (Const.PGL 11111111M, � Shift single lane of trails,.to the New Bridge. r��r Remove the remaining port/ons of the existing structure including i'��,-%f_ri ` the substructure and piles.Existing piles beneath the new bridge frit' ,i� r Ar//ICA may be cut oft 4 ft.below the mudline. 19 i N�( N N 3I'-91k" Structural Removal PHASE 2A 20-11$- 23-9l5" Werk Zone r 7'64$- 10-P 6'-2B'-0' 11 9h" Traffic Railing 11 Pedestrian/Bicycle Raring(Index 861) wl/ :Iter Rail l 1 �. ., 1 1 Y��jl��iZ Construct the remaining portion of the proposed bridge. inisiiiiilaiiki imni iJui S-2$' 'P-515'Beam Soacin. P-I011 3-3 5 Sia n 7-6"..47-7 :3-3' 1'-14;'Pile Spacing PHASE 25 T6)$' 13-4. 72-4" -0' 27'-97E Work Zone (Const.&AOL - '"• B-2 99WTraffic flailing ling Pedestrian/Bi<Ycie (hides 420) Bailin Traffic Railing j 9(index 861) Andes 4201 I. , I /Bullet Rail IrlirtillinidiriCsirr Shift traffic west.changing back to two lane configuration bilMillikailliddell Instdlf east traffic falling. Remove temporary barrier and anchor bolts.Refer to Section thru Bridge Sheets for details. N N N N N N 57-0 I'-6Yt 8-0 17-0' 12-0' 7-o. .. B-2. 9'6" Shld Lane Lane Shld 5,00 Walk 4,-5gk" (Const.&PGL Traffic Railing Survey Pedestrian/Bicycle (Index 1 t I 'I Railing(Index B611 I Bullet Rai) 0411I 1i1/!/1 PGERCS /✓ clic to final bridge configuration. NN 'te` :.-- N N N N N N 1(�%�" t\ v.' AT=OF a'Ly,= Bridge No.034179 ..;.a . ...r..,.......... /CARONO,INC �:Pl• •.tORiO:�j� `^rwler rn.n / E CONSTRUCTION SEQUENCE(2 �' ..:............................................................... SO Pwu euz aro ., FS � ca.m s BRIOG OF 2SHIE aa, A40A 8.sELtPy.P.F. // G'�\, cwwr,""rw,:vbl x wmrce1 / 1t�..xt�.ram xA. .I...w..,.. 3 1 m.dssN-ms '3alp s�m l.04 w .m.mxe CKOXOLOS%EE BRIDGE �unnna r-o.wrwttrrzxr`n'Ndw.°m°Yie RUN:rzta,az-wsz / . REPLACEMENT BI-5 , t.US I SAVINGS INI I 1011V6(I...1)br me UULJWLUSKN6 BRIM.,NLYLRetNieN i s, ——.. — — \-RAY Line 6, 11451' Existing Bulkimed--\-' Existing Bulkhead Begin Bridge . Inter.Beet 2 t / !,'-' FEEDS End 8m9 IExisting Jr68End Bridge •.` SPEW End Bent 4 Sta.46+35.98 Stf.47+10.90 Structure ITypl +" 5, Sta.48+60.98 :,-•-41..,,. .....,., 8-3 '• -- .• — e i .. • , ,... i t. , i '..,. Sta 08+57.23 T 1 A, er— . r f.5 F17746+30.73 :;''? •,... -, S.....' • 46 -;. . " 47 2 :•, . e . 48 •: : .-e6,42\ r, 49 El 'D -4'1- 4-,4'-io'cf•p 4 ''' maIe3_':4:•,••j4. NK 54S.t1a74428.+W9905 '- 6 .A..• ., T .. 6 if 6 c Piles(TYP)008W J „.i piles -•••-r posed .. 2,_.ppyhy\-Retaining Wall IN-2 -,-' r-0" 1'42 PLAN i•-•RIW Sine -- -- —— Legend: 0 24'Peen:canoed Cone.0)10 • Tr Prestressed Cone rest Pile ,,.\\\%111111/11,1:. - Existing IT Pile ‘1 SPT Boring Location - . =*• ' 7-- - • :ir 7-- - Bridge No.034179 .7 C- ... I ., I ...we.IN.**.. ..‘ (-CARON°.INC ,...,',.‘•- --,-,;-• ,`iC;',,f '-‘.I,......... .,/,,,,,P,s, .-- se.,,,,, calor Conan;coon C FOUNDATION LAYOUT \ .51i-- ' MC IAPIR'NAGE BLYP ennesseent Dn.. .L,.k.,.‘,•:.A.l.„,,,,,,,., t a n c ro.o i a n o r a m a i on a n i a ant,MO einaltnnialtifion.13,9,9 ".""'""*"......"'"'''i'''' ---- -•:-..--------"' .....ft....''''. CHOKOLOSKEE BRIDGE 6.10/anopmone Dawn .....FL 3... , BI-6 •X'%3'-',..,,,,,1111.17Als Pbme:r2.391.2-9,92 , MTPLACRAfeNT BORING LOCATION PLAN e .a 0"1—N- Je ►', ' SI n LEGEND a oc ,•arh•:'f ,p^ 0 Pw/sP-sE>.40550"TIIOIN/TT0W1/CµY F01E �' a�-:. • •., ••,. e-I _ 0"G suartr ttx rNc sAxT is M - 1 ♦:,.. .L ae• a ..�! . . ®(JS).MAY Mrti roe]410 lOGA[w E � e_la • 54,04430 9A']0LT M TOTHgp. ]J 5 _ ....... • ., ..•.. •,•,.. _, I®( ) M.MTV NK 5.0 Tinni PUN valr MV4. 29 E YG U ._.. » • .. ..... VEAMEAEO lf1EllON[ STAMM NG 55 STATMow Kt e-I O NO 109 9 WM 00EHi0Nf F11AG1L415 ONSET IY LT 594004 NO I Digi 9'LTO 1.41171/12E. x!'!0]240"N LOM, 19'LT •N LONGATION 51]15f.40'w ELEVA110E 002212 30.W ELEVATION d 212 ears 0-L CAI. dnx/1z TYPE O NC ONE 45 TUBI!tAgE ATE ONO OLE 46 147/57 + HWOpG TO TE LEST O TORVWS 130Utt Of/SET t'PT. N UOTSE xS]0x1.]J•N N N ]v1 30 40 000 IY 40x513010" 1 ..77-.. LONE.. e1zrll.n•r ' ELEVATION Y 'een /Y-SJ — M pAAESs on1Ev1UE NOAL 7 �� OAN . SN4/Ix N - 0 RM NTL.UMP 291011 Of TOO 0440 X040401 +19PE OP IM s�040 45 I f y T' SP/SP-TA + nP-50 E 0 S..TIM 0401!FOR SA WOES O = ll-z![�' (-zo0.1M I xoo.zl+ 7 -'9.7. 4-530]a aea0.0 0I(S) O�- 1 rmGe 50/50-AIL- 1--! A P1.IA hG I;�1 _104 = I(; 0 I-'°°-172 rim iihi-- ;, _ II II0"..+40,0 usm _SOo-Sxf ��N >w ]O/C i (I -L9 - nes PASSNO N0.200 SF.£(i) C p x ii�i Q A'/Y-A. 5x ij6Tr' /y_S1 a NNE",01024 005013E 50X000(0) 1(�F}. NI A YR U 00.00 0440(10 _ -200-410 Prp�,01J,�� _ -_ -A = 10..5 5 NL Y SO/O r- — 01 PLAseOn 040(V M•xeA --1-14' LI Q 4424032141E SPT TONING LOGA0EW 8 -30 _ _ 032 - -x9 4 _ a00— — Q 041550+40X14 41 100/yOy _w= SG_. .w" w=_ = i G __. -40 51553150.1015000]010 NOCAVI9K e -00= • 34 1.111.5➢11Y5]IME FP lA _ ANETSTNCOSF: 5%11610,40005390E Son :AV sGn s II — x5501, Taus 4 A 40 -09 ; 24951301X. ,0-1,000 0400-w E9STHn.40 ONs-Cu <_ EEC 00-y -- = OM10F i0LA10 PP4 003 00F5.02000 PPT CG 14" SAfAIES }ST!NPL 10 123 2940 P. T •V.£�14Q0S 44ESTUC fin• A g PN 0-6! 0/, 00 -t0 — •.p/o25 ' A F.• = °1eA 4 4TMs. 0 1451 =' E1 b 0.Twsm) • - = ..,.."1 40!I4-10 F,. 911 __rr M100SE • IES TUN 4 15$}k�� CENSE VERT OWe PAi0 A11N 50 JS w x32. 39 T£AMEOO 1.114151.1E _-® e} - = 4 W� 50/1 _M jJ5 , sus mo CUTS 392-: SC. Tiwz F--�ff So/I• 0000191m 4455030E ! 4010 SCAL< 0.0 0 NOW030YMTIS^iEN➢GM) sO 9<P"G 10.0'0x1 e7. 009 14097.011911_NIS - L /I' EMT..-K0(MW) M 0 SOFT �TFA TIM 30 _I0t C 1T)1.4 ( of SOn EIEVAra1 iw:Y t�•010) - j.. 4, eJf �'^9w 4-w Maa5ar04z SIMMS 4'WSSMa,MC P^'^t 1 4_,11 „N 45551 um4twr[MIA4�4.avrsa 00"55 COLLIER COUNTY REPORT OF CORE BORINGS _ �h Mot( . ... llOelY awOnIAT curuxlrr 131 c0 as(can.*AVO,E) Nm_ S -'+tiw w4rc lux 0"i Wuy tm32xWe, 40x901II4TAA'ea itN Off � S{V�uN- ova 0x01(01L3I3:C11•1 HT-7 115 Ft m41fi • • / COST SAVINGS INI I IA I IVE(CSI)for the LHUKULUSKEE UKIUGE HEPLAUEMEN I \ PILE DATA TABLE talk owe 04!7.2510 INSTALLATION CRITERIA DESIGN CRITERIA PILE CUT-OFF ELEVATIONS PIER NOMINAL NOMINAL MINIMUM TEST REQUIRED REQUIRED FACTORED FACTORED TOTAL NET f00•YEAR � N P11E DESIGN GOWN W o:2 q, or BEARING RUPLIFTESISTANCE TIP PILE VJETAT PREFORM DESIGN SCOUR SCOUR SCOUR 1- 2 = PILE i PILE 2 PILE 3 PILE 4 PILE 5 PILE e SIZE UPLIFT DRAG BEM RESISTANCE RESISTANCE ELEVATION LENGTH ELEVATION ELEVATION LOADLoA0 RESISTANCE RESISTANCE ELEVATION taut,= e NUMBER f(n.l !tans) (tons) (ft.) (ft.) (ft.) (ft.) (tons) ! ) (tenfl !torts/ (tonal (fel jO v 1w to 24' 223 N/A -39 62 N/A -39 167 0 0 N/A NIA NIA(RI N/A Alf 025 040 8.5 8.5 8.5 8.5 85 N/A 2 24' 272 N/A -45 NIA N/A -45 204 0 N/A 35 0 -17.6 -17.6 075 0.00 8.6 8.6 8.6 8.6 8.6 8.6 3 24- 272 N/A -45 78 N/A -45 204 0 N/A 54 0 -22.0 -22.0 0.75 0.60 82 8.I 8.2 8.2 8.2 8.2 4 24' 223 N/A -40 NIA N/A -40 167 0 0 N/A N/A NIA(8) N/A(8) 0.75 0.50 7.2 7.2 7.2- 72 7.2 N/A • Factored Design Load+Net Rom Resistance+Down Drag .Nominal Bearing..,,..c.B 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 capacltyl. TOTAL SCOUR RESISTANCE-An estimate of the ultimate static side friction resistance provided by the sco/rable soil. NET SCOUR RESISTANCE-An estimate of the ultimate static side friction resistance provided by the soil from the required preformed or Jetting elevation to the scour elevation. (00-YEAR SCOUR ELEVATION-Estimated elevation of scour due to the 100 year storm event. LONG TERN SCOUR ELEVATION-Estimated elevation of scour used In design for extreme event loading. PILE INSTALLATION NOTES: I.Contractor to verify location of all utilities prior to any pile installetion activities. 2.Minimum Tip Elevation is required for Axial stability. 3.No jetting will be allowed without the approval el the Engineer. 4.When a required jetting elevation is Shown,the jet shall be lowered to the elevation and continue to operate at this elevation until the pile driving is compieted. If jetting or preforming elevations differ from those shown on the table,the Engineer shah be responsible for 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 Reid,pile driving is to commence at the center of the Bent and proceed outward. 7 Inca:!Pile Driving Anal roars(ADAM on all piles.Take continuous dynamic measurements during driving of all piles. POA shall be performed before grouting only. 8.The End Bents are protected by seawalls.articulated concrete armor rat and sheet pile retaining walls.Scour Is n`\\dlKit ted.Jf// N Temporary casing Is recommended for preformed holes.from grade or UMW to bedrock elevation. \\\ BCNGER6,1r J// 7. OP i&ENei'' /i 10 Wrap piling sl! Installation,from ex0osed grade to bottom of cap elevations.fallowing FOOT Standard Spec2i�rfi}59. •, i See additional nates on Sheet 8-4. D 855.32 / ` =ir; Bridge No.034179 >47 -'-- CARDNO,INC T.,_,,,,„ ill ti aemcwmhgre,m • , PILE DATA TABLE No rww tact apn • 'rg( OF "• tuna .NANDA B.AELtEY.P.E...:‘,S T F t ?.• mw •uonravza _ ---m........... ArA' -'- crsuauree,ruwm.Joss ....,..,_uu...m.0 /F. boas stun V+nrsaroe Orbe l( 1 ta.00;w-35 �•,.,.,r_ ®6s ��<) wa,,Ftl.c CHO%OLOS%EE BRIDGE I f ___ carrowe or/enaovir`w«.ESV5 k 711tt ice,t.•tc\0 Ira,..n-'v2sz asz / RF.P/ACPMFNT /t B7-8 J • I II ._ __. ___ ecce._. ____. __ecce... ....... .._ecce. w.t.v..rrnao'SOWN e[.trop to re.e,BM,L6Pd.r.,,,,s&.off..AECMn.T 7 Sly Air 1A{ 410 51",'. 11E1 W3.0 Spiral Ties 6`pitch. Il length r 5 Turns 9 r Pitch 5 Turns®r Pitch•• N P�I1 Spiral Tie r I 3'Pitch r , ® ®1 o Spacing A I h>` -el ® ® ¢Pite tea'-®.......j.-. 3'Cover 1 I I 1 i 1 1 I i II I1I61iI1111iy11II11I111 11IIIIIIII .111111 aye) w }1 IhmoirarditA • 12-Na.10 1 4-No.8 Bars tI I • Dowels (Full length) IlI1It1111 III YIY) 11111I IIIIItiiIII IiIIIIItII €Pile_, J SECTION D-O (See Nondrivaple Unforeseen Reinforced Precast Pile Splice Detail) 03.4 spiral Ties �•0 7[hamlet(TypJ r ELEVATION ASir 4v,•li 4$•sg- es See Note No.4 on Index No.20601 ■I■ W34 Sore)Ties 2T 141 8A26 'n 1 t.illip-.f-71 S • r€Pae m 3'Cover .,�® ®. ..u_. r[sett ITYP) (TYPJ ry '7 STRAND PATTERN h � - „- • ' W3.1 0,4 Spiral'Ties 24-19 0,Credo 270 LOS.at 31 kips 12-No.)0 pr. Prestressing le OavelzStrands€PN! See Strand / J Pattern SECTION E-E (See Drivable Prestressed Precast Pile Splice Detail) SECTION A-A 034 8P26 r Spiral Ties Tee) 3-r 3.r' I :2:No.10 ea,s ltong)1 / Sas reauired ® ®;® r8 ope 01,0200) 0 dD 02765. i. Li ..-� -- 1 1.Wort this Sheet with Index No 20600•Notes and Details for ®.� T Cover 1 .�—29'Square Square Prestressed Concrete Piles and lade,No.20601-square _I® .;� (Type) 1 Prestressed Prestressed Concrete Pile Spikes. - - 1 Concrete Pile 2.The strands shall be located as follows' Ir' el 1 Piece one strand at each Corner and place the remaining istrands equally spaced between the corner strands. 12-Ne.10 or, Pn£creastn• 1---------- 1'- --Bead w/type hshv x;14111111 The rota+strand pattern shall be concentric with the nominal ., ea I Strands u u epoxy.hole \‘‘,A \l� U/,4y mere sertlon of Me p+re. €Pile-1 TI diameter per �� ,COGERgy 8P26 Dowels after pile is plecM and cut-oft elevation amdacturer .. d..LVU NSR• Yed. SECTION F-F �_ recommendation ,,,..,_4,7.. y (See Drivable Preplammd Pile Solite Detail) D 65/632 PILE TOP ELEVATION -1:::.-o*: /4�� t STATE .;,4Ii Bridge No.0341j9. / wt -- N CCAR�DNO,INC A•ti= N 4 c.".....".". N 24"SOUARE PRESTRESSED CONCRETE PILE 9+�T.N MO Pixie m.o rip---r a tweet.o.Vols. Na .`.t:rra.,tatw m a P-:fN • tv �.,wa"c,w CHOKOLOSKEE BRIDGE ' i ME.-. __.- .amine-'a'r cwauomr ".".11N1T.4 cvnu..a.�osew- PPlave lziwnz 500 81-9 I. m ---------_ ve re'Dot or xeruauma,a.Iaa ♦ / / REPLACEMENT i P COSI SAVINGS INIIIAI IV,(LSI)for lie LYUAULUantt9NlUbt MerCALtMtwI \ (const.&PGC 57-0' 25-Sr 26.6)? - N Phase I Phase 2 „01,46.' .5.6 21-61? a Steel Sheet _y Begin Bridge End Bridge *- Pile Wall(Tye) PEON End Be.e 1 FFBN End Bent 4 I 3�, Sta.46+35.96 $!a.48+6098 b001 3-4' i `1 b"- ,� 3-4 1•-B'1'-B' Ccnzt.,ant ITYP) / I 6,4 Er EL E.f I . • . • Ei.X�F . . , 900000• I. t (P/es ¢Bearing--_,T.',..,...:77 ._--- I 1 _ IF 11_ _ _ 1 J t i , 1 I sr-Et.H.1 6, kt L _1 L _1 Li-1 L.1_1 L'_I -` EL 0,A 3-4 I'-70' I]'-LO'' 3-4' It'-10'! ( 90°00'00"6I-6 I E/.8 I `EL.G.C t 1'-71-_(Beam 5 ITYPI (TYP1 Beam 3 Z-4{6. 7'-t (Beam 4 ( (Beam 2 (Bebe 1 f-51" t 9'-B' g-ir1 1E-b' 11'-6' 5-21" Beam Spacing 6 Pile Spacing PLAN Reinforcing steel not shown for dant), 7-51$' 6-001 14 4-0' 1-1',2.4 6-001 of 4-0" 4-61' P-225" 25-5,18(FF/4 r-0" 5.1 r 26-51'78!EPICS 1'-6 I 7'-3'%" Pedestrian Rolling �j r-EL.F (Const.&PGL Tref le Railing II ( 1-Expansion Material(Cr)) 7'Expansion Material(lye.) A 11 / r I.-1 8ackwall Outline of Approach Slab 't I L 6L101 E) Const.Joint Crown �3C pI84P�astal?YAJ 1 I x.. (6f) EC J 1` EL.0.E i, L 1— — --- _____ _ EL 6•N i L X r 4'Nin.(rycJ xn r SP22 ITYP-at abs) EL I a w-- t n E. 1'09(TYP EL A 81'0! I T 1 EL 841‘...' yj` Fi/es7 i v r EL.C i ■i I I I a� Notes. innoti 41'13 _�,�■I_�.�__' L m -.BPI-mse m--,i0_l B'=2 Rett to the fed Bent OeFail'' 4PI6 nt�i-,.1is�` G73 u'IsI�tscr�N � t F � -a .,_wt_—,■moi —_ rte= 4P15 sheet/or Seth**A-A.B-B,eM rmuminnewissit �� 41'16 Vrew C-C. Steel Sheet L BP04 �HPO4 1 1111 � 2 Mm.Lap Le1-6 for ngth, 4 Bar Pile Wall 6P1/ 51'06 -61'12 3'-7"For Na.b Bar (TIDO 111 BPO) L-Threaded spirting -51'07 Construction System by Dayton SF22 6 SF99 1 Joint Permitted Superior Corp. y 26 Square Prestressed Lam. (TEP) Item No.D50 08R I Spa @ 6'(7 p.y4s Plies) r €Pile 5- (PIM 4- rt Pile 3- couplers for splice o/ (Pile 2 (Pole, Concrete Pile(Ty,.) 6 Min. 6 spa.1•-4'1•-4'_ oil."Q73'�114 5„.„.@ 6'-T-0•I•-4Y-s longitudinal bars. r-3T'-3'! - "-3 7 SPa.LO 4'Min. Clr. @ E Max. \\\ 94RGEH0 (y�B Spa.in Patrt) 18 Spa 6'=g-0' 6"Max. Clt. `p1' �T . 1triBen pNes 3 6 4, @ (51'08 spa. fir:;}�ftisF.•, Biles 4 6 51 151'08 spa.in Pelts) 7n Pat's (51'08 spa. 1.T ,IPI tTyp.between piles 16 1,and piles 2 6 31 in Pairs) �p #'; ELEVATION 9' �` lEBert 1 shown,End Eent 4 opposite hand,Cheekwatl 6 �" Bridge No.034179 \ • ifed;eta shear block reinforcing steer rw,•shown/or clarity ...* .. .. .. ...,.w,.o.,,._ rCARDND,INC 1.4:',„--....?;N:44,-' tem.r coe,y Cm. , END BENTS SBISET MO rE�fe.et"I'° tlt,j'fr� "0"\\ Ae0.1 B XEtlEy.P.F Cote `ti'mv',°,ura, nt.File ._ ..... .. .._. Mon UE.w.rce.rmnm.'eat t{rrl NAL }.1.4..a..=....a,•...4if 2twss..m4-, .44oche ._ _CHOKOLOISKEE BRIDGE u iniacv-"'0' sae n,11111 G11 odm.w.P.nwtow. •Fina.,FL 1Rn. Bt-10 ,,_ l FAS. irc or suremearexM m web t\ / inane:rzlalMz-aoz x REPLACEMENT • 1 I I ' l,b1)10rne4.�9_n��n«wRiwt.nt. ,emCw, , P.O. r-o- T-3'' }J'12�D.�rr tb1 t q y- 6001 600)(NC-0' I block&beam(typ3 FFBW PA' ^- I @ Bearing th \ 1=MI Bar 4P28) RYP) -B.2' Is 4719 or 4721 Rap only) S S �IaP19 or 4721(Top only) 6 .-��l .o 16 L S •�' sales _ a o •�� ISPIB 1111.11: a® -4'Clc.Cover RYP.DM 9 phISP09 _ e R .. % .. H-8701 x to ..y 5709 0. /(l BP02 rr.oIVj"CNANFEA `• • r • 1 h'Chamfer ui 1 ...., 1 73`Nax. J BacAwaN ('15'Nax. yrI • •�. • • • ' 81,020(Top) S1raD RYP3 1+� !'Clr.[over R'_M.A SP27 5706 or 5707 E., I Y Ch. :T., IR ExhPSidN r" a RYp.Each Side) 6 b, WW" . 10 f • 1J BPO)or 8702 U B00I w 8➢02 f • I _--A RYD Exh 57081 8' ^? - r ` --\ RYD.Each Sloe). Bars 4776 Cr 1 Place 11}TO hole 4Y4-Clear- I Place�ro hole in the RYp.) 7'-P •e 1411 :9('or. 5 Spa.=5'ii in the sheet pile sheet pile for bars 5708 1 VP. (T p.. 6-8704(8003; far bar!5708 010010.) Inde] Pile Bars BP16 RYPJ BPoI or HPo2 8P23 6 8724 8P0,,,., g PZ40 Steel 4713 Pairs C Gr. Similar) 8P01 12,4 I 4715im.. RYp.UNOi Sheet Pile @ 2C sq.Prelt/e!S!tl 6• P24O Sleet - S'9 Concrete Piles Ryp.) Sheet Pile SECTION A-A 2-0. I .2-9- PEDESTAL AND SHEAR BLOCK 5-e. i REINFORCEMENT-PLAN END BENT I END BENT 4 SECTION B B DESIGNATION ELEVATION SLOPE ELEVATION SLOPE 7-4716(EF) Beam seat reinforcing steel rot shown for clarity (RADE. (AAOP' EL E,H A 10.456 -- 9.233 EL.F.I Top of Cheek Wall •'1 EL.0,6 8 10.456 -- 9.233 -- Tap Cl Backwoll \ 0 1 k�I-F 7-exp..mat. C 10.456 9.233 --- - \` Bars 4717 ' I Bar 672 5 Own.shear 0 13.878 12.872 RYP) (TYP1 black b beam F-/0' ha \`•a Osa ( E 13.837 -- 71.793 - 141 @ m) 11271 . OW.) F 13.580 2522 'WWF 444 011.111.... ... .-8. .14711 „ -- -- (See Note 2) "a G 14.057 72.694 mill CI 1 t H 14.029 -- 12614 - .■■I, � sum 4 n 4716' oail 4P11 I 73.738 - 12.343 - Q _ / 14.189 -- 11.953 ��f♦O7 4713 or F' K ]4.058 -- 17.819 -- ■•• ■I.'lI.I4715 pairs NM -- ��ry1�I� AL'C ••*--,„ RY➢I ry - ® 3.; L -- @ Bin 1• 11.024 - 9.802 -0.013 IIIFI CIS ---I @ Hm 2• 11.254 -- 10.032 -0.013 �� QI�I�---�I�I 'e 7n �� 11 @ Bm 3• 11.218 - 9.995 -0.013 ��IG ■ a 6v14 or IIII�IIIII•I•III.I -' 6717 @ Bn d• 17.014 -- 9.801 -0.013 PZ40 Steel :::111 aI�dIII ?0 _I - @ Bm 5• 70.83( -- 9.608 -0873 Sheet 7118 ==C,8��__ h :t gA15 I it., ,Pedestal Elevation M CL Bearing 9.1'��m�� \Y. 1 I t T- , 4'Dr. 4770 RYP1 N --Pedestal 51ope in Direction of Stationing 'I��II��t�r M� a I yp.BIM 1. I�I h 4 Clear) 11111. N,■ I Notes: RVyda 1.Soil reinforcement straps are to resist a i6. 9- INTERMEDIATE BEAM SEAT AND lateral force of 7.6 kips per/oat of backwan Place fro 901e In the SECTIC;MlbiBil/ !service load].straps are to 6e designed and VIEW C-C r,I sheer pile for ears gFRB_ER• ' ' SHEAR BLOCKS-ELEVATION provided by a retaining wall company and ,tel 6774,6P12.4725.DEP) i�� -�'-'-' f� Installed by the Contractor. �.yy." `unlii6' • 2.Yielded Wire Fabric IWWF)W484W4.0 Shad be (_end Bent Cap,Back Wall and beam seal reinforcing not sho;pt 'rarity) iq'�jq.Prestressed lied to reinforcing steel. 2,-:041632 •,Co-- a Piles My.) 4 Bridge No.034179 p •••• a ••••••••••.•,<.4..,. CARONO,INC C,,Y 30F• -C omit.Caddy G+rM � J P'.,'LIe:.. 'Of "F. am mwONkcm END BENT DETAILS .1110 AIM m WAD1^;;... r lsmNyrNm oe aalMwws.1( 1 1 Ti amss ron ""' '/91 x61't*„."\\ . i' t,..„_...._..„_.... c �cow+ aokikoft.31. k.Dr. I I CHOKOLQSKEE BRIDGE I a J a:r11x4'rt>Arn,ami"`n ins 7.Riffllllt\\T ''^•'""" - AF.PI.ACRNIPPrF B)-71 / COST SAVINGS INITIATIVE(CSI)far the CHOKOLOSKEE BRIDGE REPLACEMENT \ 44-0.(Overall) .,.r • 24-48' 24-4- Phase 11 Phase 1 g const.&PAL-...„1 (Intermediate Bent Searing Center / Sta.4743 0.98(Bent 2) ir p ry_/ ._ iI (TYe.) r [Sta.47tB5.98(Bent 3)I) Beam 5 a -(Btam 1 (Beam 2?-. � 1,1 / _-(Beam 3 • f-(Beam 4 I / :Al h I E 1 4_1.4 11 I I I .4.-4_ 4_14- — _ h b. v L 1 C L� 1 I� • 1 I 1 �_ r ........,........ -T tvt ai o 94-4-'4-" / t.,, (Bent S.Piles sTyeJ C. Const Jt.- i I I rI • 6'-6 1•-B,_I I j)• :-c 7:-.8- i.-E3-B' 7'-i'T-8"I`$'!'-1. 4-'p" .F 1'-B' (TYp. (Trp.orye.)(7Ypdryp.) • • Beam Seatino 3-4. 2 Spa.9 Il.-6-=23-03 I 2 Spa.0 9-r./9-4' 3,4,. Pile Spacing3-3' 2 Spa.@ if-6'=17'-B` 3 Spa.9 1E-6"n 25'.6 3- 3 PLAN Reinforcing steel not shown for clarity Top of Pedestal (Level, yp See (Coast. Table forElevation)1 &PAL ' -'"1 - r Sheer Block A 5Pt14 RYA. 1`O. Construction Join: BPS? (iyA.) 5POS(Typ.l-i EL.B TYPJi !�Permitted(TYP) -EL C C f(.A� _ LLL 1 a I _BP01 `` !,,,Ti I — _s ( q t , L � I � ..7{,. .-.,.....4,15 Rya). foie: ! JJ{ ffII'' +' +moi` ^ L \ `1 _ { I 1 1 �-1 1 r 64-14 RYAJ [~ I�B 84-4-33 I ""8PoZ I I BP19-J I!�8r19 ; BP03 L-BPB3 1 Mats: ITYpJ -8P03 I I I -84-01 ` I.Refer to Intermediate Bent Details sheet far Sections A-A B-E. - canal..,-1 I i I --j r- and c-c. g Pitt 7 .--(Pile 2 (Pitt 3 - i(Pile 4 I (Pile S (Pile 6.-.- 2.Min Lap Length: I 3-7'Panna,It Bar d-SPAS(pairs) 1`-3j 6 \ 6 , I p'-3I 12 spa.51 6'= 1P-BI Spa.Bars SPAS(pairs) i 3 Spa.(B 6"= 6-9' ' Between Piles(Typ.l 1'-6 (• - 14,,,,,,,,0_01._r( ➢OS wi 5664,Typ.) `-Threaded splicing system 1�,� G / by Dayton Superior Corp. \ pOt 04'I'/// Item Na-1350 DEM couplers 11_qs--.'�} ( 8F;"t6,.�, Par splice of longitudinal bars. -,*R Sb/32 II~ ELEVATION Zt les not, d otherwise '9 lea block reinforcingBrid a NP.034179 w �- not r r clarity 4 'r o I.,< ., ...,,,..,e,...,.,.... CARDNr 0,IAC �, i P�� cw:lar r. rc INTERMEDIATE BENTS SHEET URIP \ AB AELLEr P.E. '.rmoowsor elvislm _..._. u v-sast acne 4/,, NAL E `, s 1 zeee wrr n'7,".r;\ CHOKOLOSKEE BRIDGE I ° •r-s,: .lflli °w'"°'°a"m"'°, a�_s425P-aYY2 l BI-12 taa a4p t Oa ... ..--_ ... :,"L / REPLACEMENT , 1 i (Exterior l.ua I nAvmw INI I wl Mt iwi�t.NI 0P.C.MILK=rterw�ememi Beam C Clr. (Intermediate Bent l8eam 7•-8' 3•-4' 1•-ta Rry.anal ( t•-1a• 3-r r-10' 7'expansion material [Cay v 1-r ; 7 d 6076 RYP.1 1•_8• I 1•$ between shear block 4-0• I )w ' ` ' 1 &bottom flange Ryp.1 I-O- I I-0' EMU ^! ' ' = sY n 6 t L'- I. NOMM. C Dr. 6 Eq•Soo. ___ '� IEEE `e "'' _-'_ ■■■R 'C Rya.VNO) LJiIt x Y -. 9' /9-8001 or 8002 br�. M$ e.' !!.■.. II IC �� 6 5aPTT RYp•1 Z r telt. aFu ° °' 4' RYp.IMO) ' 5-8003 N 6-1 (Pairs) (Pedestal Re.nf.) (Pedestal Point.) (bars 8018.8019-sin.) BEAM SEAT AND SHEAR BLOCK PLAN between sheerr block 1'expansion block l eri SECTION A-A &bottom flange Rya) C Exterior Beam i It Bar 6PI9 RYa. Bar 80(6(7pp.. (Interior Beam�\ interior) 00(4(Top..Eateri00) b 113 Interior) 40/1 \, 1n 4015(Pairs)(TYP.Exterior) 4011 [ s` 4'(C)r) v Mill I7rP•UNO/ - +.1 tit ��_jj I - ~�e J -' L__E T., 1,--(Cap&Pilesgm MII IIIII C-0' IIIII ME40(0 Ryp.l r-- --1 40I0 RYiI ' g Top o; 6' 6-6P7a er 6" 6' I I Beam seat 1,1 INTERIOR BEAM SEAT AND SHEAR _ Top of Bent Cap � BLOCK ELEVATION k•I ='IM 01 19-00a) a anom SHEAR BLOCK AND EXTERIOR 2' 1111M1 I ar 8002 ° 00==C= BEAM SEAT ELEVATION BENT 2 BENT 3 • rR111111111111/ Tap of Deem seat DESIGNATION ELEVATION SLOPE" DESIGNATION ELEVATION SLOPE••ut 5004 Top o7 Bent Cay A )2.278 -- A1!.856 -- • SI�!SSI�SGI B 10.611 B 171.789 -- i �f��Di C I2z78 -- C 1f.d56! x = di� ! RII••■••II OARS 8001 or C Beam I-1' 16183 - C Ream 2-1• 10.781 -0.005 ISM a -SE/ASE1=S! ee02(T7p.) G Beam i-2' 11.413 -- g Beam 2-2' 11.011 -0005 8F26 bwyVBklinil1gIJ. C Beam 1-3' 73.377 ft! C Beam I-Y 11.183I Beam 2-3' 10.770 -0005 4'C(r. '�l 24"square -- I Beam 2-0' 10.781 -0,005 prestreed 4013 Beam 7-Y 10.990 6 Beam 2-5• 10.587 -0,005 RYp.L'N0/ 5.8003: tmtrrete pileC Beam 2-7•I 11.179 -0.005 C Beam 3-1' 10.757 -0.073 zr Square prestreu0M11111111/I 1 gleam 2-2'1 11.409 -D.005 C Beam 3-7' 10.987 -0.013 SECTION B-13 -• Concrete Pile .\\ 11ER0ER(4Y I 0 Beam 2-3• 11.373 -0.005 C Beam 3-3• (0.95) -0.013 VIEW C-C ytCEN�• /. C Beam I-4' 17.119 -0.005 C Beam 3-0' 10.757 -0.073 dean seat reintorcl@",!//t. F �, C Bean,2-Y 10.986 -0.005 C Beam 3-5' 10.564 -0413 steel not shown for clarity End bent capland beam seat clarity --R D'.%•; W •Pedestal Elevation at CL Bearing reinforcing b steel net shown for eta fly `*' , •'Pedestal Slope in Direction of Statio g(rad) �. 7_-• !t[= Bridge No.034179 if m ow 1 w A..,.«-.u....r _ CCARRDDNNO.IINC 1%4' 1 l l./ �.. roar romN 4Nw•ia Tf r.. .._.�.___._____ sm....oua aw➢ A.3AVDA ,a 6RIDP U\ INTERMEDIATE BENT DETAILS Starr t ew Ste: SWEET 411 ea,alaa4A sox .A AAL ' � sms sam mr.m w. CHOKOLOS EEE BRIDGE N R ('p✓a,k+.aynws PAvm a®'u.rt Sou \aA/rr...IF ac Nw oxA / em.a:entese-erz RF.P7..91.RAMTIT B7-73 r DIDAmW[,DIN,IUMIVO(LUOomer.11URU,Lr,UREErskIUr,tnt r.trAtTNI 57-0• (Out to Out) 1.5333 B-0• 12-4' 17-0' B-0' 1,6' 9'-7 916" Lane Lane shoulder Sidewalk Curb „...„.—€ �€Const.B PLC 0-a- • • Pedestrlan/Byryide Failing Standard 001k Crown 10000 851 Traffic Reeling(Index 4 4201 ,Bullet Rad ■ T[aile[Failing v 1/Mex 821.Pas:CI Cans!.(elm (lades 4201 ,.Ws Slope:0.02-Ft/Ft hl Slope:0 0 Ft/Fa ei C.1 L7,cj it i (I"Deck (Includes r$' 3'(Ty9.) i Sacra Wel Rd'9.5rooy! Thickness) Beam 2 • fy 8aar,;3 •• • • • (Beam I-.ti, FIB 30'Beam ¢Beam 4 (seams-1 I 5-716' 3-FIB 36'Beams @ 11'-8'o 23'-0' 2-FIB 36"Beams @ B.g:19-4- 4-516' 213-216' 13-996' ` Phase 2 Phase 1 iii SUPERSTRUCTURE SECTION *, Wa:6.32 ::. �, '9,o�,s��(FZOdI J Bridge No.034179 /. e., . 1_._...._ ..._..k,s._.,,r CNtDNO INC r......,. yij '� �� Cx ��°� rwrr hc,,.m 1 / ' w. 301,09K Putt Sum xxavD4 a x.,,,,,..4494:1016' L1EY/d i®NA.— 9ww rawnm� SECTION THROUGH BRIDGE(1 OF 2) 511867' .-.- WIFE 9T '�ill tleerrufan ew earMarns. w,..•••. - '" l 1 �_._____ )C191,09,rE4 .ISS. ) ••'^'^ r het(€3 FIss.roar...o.ro. CfIOgOL(1SbEE BRIDGE nnareme °°"'""°e'°'e"°'+m' Promo D391232492 81-14 .w.wwr:nw k..MS i / 1 RF.P!-A!'F.MRNT • - ICOST SAVINGS INITIASVE(IS))far the CHI2KOLUSKuu tlklUlit NtPLAI)NCli 1 \ • 52-0•(Out to Out) -2Y{ 27-5503 1'-0'(Top) �9'}i9' I3-5503 @ 17 Rop) 9Yj' _..�F-...__._...._.._ ,.,,..,..,., q 53-5503 W 6-Matt) 45-5503 @ 6`18ett.) Construction ` '� [b PGL PedestrianJBi<yde r.r. .........................:�, palling Standard Index 861 [ I 6502 m C (ITraffic4220))Railing ,. _..................( . Traffic Railing(Index (Top b Bot.) .W./.^ 420)1y/Bullet Rai n 1 (Index 821.Post f) � deck Down `.i (Ttp y oO � v ui a Bars 5503 € /Top S Batt.) \ ��Slope:0.02 F[IFe tit ' I \ RYP) Const 2t-'\ii SV($8' j Slope:0.02 Ft/Ft (Index 420?- 201-^�-� MMMMM - _ - .I t - 41'-.,..-4S 5503 ' 1,'z Deck 4P R-17 I u(y (Includes 14` 2"r 4-5503 • 1 Hodes 161) H t Sacrificial Min.lap Modified Stirrup 5503(icy } Thicknes4l Bars 3V., C(Ser b Bottom)-3 r � detail below) r Cir. I I £ Cir. • [Mao I—. '-FIB 36-Beam(Typ.) (—i Beam 2 [Beam 3--I Q Beam 4^ rC Beam 5--..l i 20-2W 23-9W Phase 1 Phase I Measured Perpendicular To Beans Measured Perpendicular To Beams SUPERSTRUCTURE SECTION Traffic Railing(Index 420).--„, Stirrup Bars 50 Roes: - • I.After removal of Barrier Wal,remove anchor bolts to a depth of I.then repair bridge deck following Specification Secteon 450-13.6.If bolts are removed completely. ;Threaded Splicing System refer to Standard Index 414.page 5 notes for repair methods. Modified Stirrup Bars 5V • „^ / By Dayton Superior Corp. 2.See Diaphragm Details for reinforcing steel ir,diaphragms. W Threaded Splicing System / / ,toem Mo.:052A DBR 913 Nook g agms. Use As Part of Modified \ L— ,// Stirrup Bars 5Y (Required on G+dge deck 1111111111•1111111 ,ilIM'AMIIIMm 0}Ii(iililyd W and in approach slats) \`o;lgE,RGE;pydf/4.> 4 4lr''''eeea ...( ` .< TRAFFIC RAILING DECK CONNECTION ` o6 WITH THREADED SPLICING SYSTEMS \ .,` 3T pt r Bridge No.034179 ..:.�l ^...1...... ,.,,«.u.-.,... CARDNO,INC e .,, ,-(oR'ia° ) ..-.......-...... •501(04 S '-•---`-- > r4vt.r Chevy dre.M SECTION THROUGH BRIDGE(1 OF2) / • sod Pa.rut IMO ANANOA B.KEIta4392,n"..:,- PZ:}A1 C ,.."1_,.,. 57....=0.00%: _ .._..«......_€..........._ scare AP u.u.....m,«.'12111111110 wri, A) \ w Rs.w __. 21....w1-3506 IVO i4 Rara.Ndna — tuNVAIrkam s..a.,.,...� t t 4A _ CNOKOLOSKEE BRIDGE \, i WnirerCAIP7 a-Air,.tM'".1i.`grr aZ 6 11.1 , ~ r't2191252-1tl,f I REPLACEMENT 81-15 4. COST SAVINGS INITIATIVE(CSI)far the CHOKOLOSKEE BRIDGE HEKAI.EMEN I 1 Ear' 4 ESal Spaces ..:_........................_.__ 8 Equal Spaces ._..--__.._.............,..,-_-8Equal Spaces 8 Equal Spaces 4 Equal Spates r1 const.di PGL 1 [Seam 1 r-Lan Coping • N_ i (� IIIil !Gutter ♦ ) $$ eyi ` Ream 2 [BI . _I. `de L I t ...;µ I I - i r 6r i t 1 t i 1.. �. .t._...a..._. 1. _L...,. I . 6 : - E Beam 3 r Right Gutter ..._. -.-I......,.�t-A may. .-�._...................._..............�........---iI .- --/- �-_..�....�_-..._.... .. S. E,•- i i ` I I..._.___..-.�. i i m r[Beam 5 1 ' r-Right Pedestrian Railing • 1 I i i I0 0 b 0 0 0 0 6 0 0 _ o �b o 0 o o o b b fj © . o DireOian of Stationing, \ End Bridge E. Right Coping \` End Bridge Bent 0 End ApP:'+ach$!al Begin Approach Slab \,"„Begin Bridge L 4 Int"Bent 1 -..{Int.Bert 3 -� Sta.45+97.98 Sta.48+6098 Sta.48+98.98 FF514 End Bent 1 Sta,47+10.98 Sta.47+85.98 Sta.46+35.98 PLAN f Const.&PSI APPROACH 5108 1 LEGEND: APPROACH SLAB 2 BEGIN u I0CATI0N 8e4in A.S. T-7 T-2 1-3 BRIDGE LC LG I ".. �F q O Left Coping LOCATION ENO T-1 T-2 7-3 End AS. O-. ` BRIDGE Lt Caping 14.601 )4.690 14.77) 14.842 14.904 ) ` L6 Left Gutter Lt Coping 13.668 13.501 13.326 13.141 12.947 U Gutter 14.632 14.721 14.802 14.873 74.935 W i 1 \V,1• V CJ Construttlan Joint Lt Gutter 13.696 13.532 13.356 13.172 12.977 PGI )5.032 15.121 15.202 15.273 15.335 PSL 14.098 13.932 13,756 13.572 13.377 RG Right Gutter C1 14.898 14.988 )5.068 .15.140 15.202 C1 13.772 13.605 13.430 13.245 13051 0 Right Pedestrian Ratline 81 Gutter 14.632 14.727 14.802 14.873 14.933 }� Rt Gutter 13.698 11532 13.356 13372 12.977 APPROACH SLAB SECTI aSHtO I N RC Rrgnt Coping Rt Ped Rall 14.438 14.52d 14.608 14.680 14.742 FINISH GRADE ELE1042,AF? J Rt Ped Raft tacos( 13.339 13.163 12.978 12.784 Rt Caping 19.922 14.512 14.593 14.664 14.726 ,,;\rlF.s'� n0d `�t� Rt Caping 13.489 13.323 13.147 12.962 12.768 }•� t1. 410E'334. s _•,.-• ala 6?72 Bridge No.034179!. r 1 rCARONO,INC 1.F' zit s P c�Y cont..Cauiry 4wta •1 NOW' r< «.. e.•.-«:.•...:..:.. AV POP PO.OM W LD )` �., co.,ntlipN1it„� FINISH GRADE ELEVATIONS(1 OF 2) WWQt B I:ELGErrLWit+- ••. ;I'll" ::"I'''''''774 u us.orxr FPO.3P4 • f N C0 M° 28K ll"Mrr.N.Orrw ...� ._••: ^^ I-- ^«r ^ _ CHO%OLOISSEE BRIDGE MP PO id MO.,. ...:.««•.:«:.< 6 11 i 1 Iran. .. Nwe...Fc r o9 /ti r aremart__., urs.a MP /t d. Froom.r759rzs2-606 7.. REPLACEMENT 81-]6 COST SAVINGS INITIATIV (8..):. e• • • a a • FINISH GRADE ELEVATIONS-SPAN 1 FINISH GRADE ELEVATIONS-SPAN 2 LOCATION BEGIN T-1 T-2 T-3 T-4 T-5 T-6 T-7 Be"2 T-1 T-2 T-3 7-4 T-5 7-6 7-7 8 3 Lt Coping 14.904 14.936 14.999 15,033 15,058 15.074 73.081 15.080 15.069 15.049 15.020 14.982 14.933 14.879 14.813 14.739 14.636 1.7 Gutter 14.935 34.987 15.030 15.064 15-.089 15.105 15.112 15.110 15.099 15.079 15.050 15.012 14.965 14.909 14.844 14.770 14,687 (Beam 1 15.008 15.060 15.103 15.137 15.163 15.179 15.186 15.184 15.173 15.153 15.124 13.086 15.039 14.983 14.918 14.844 14.761 (Beam 2 15.238 15.290 15.333 75.367 15.393 15.409 15.418 15.414 15.403 15.383 15,354 15.316 15.269 15.213 15.148 13.074 14.991 VOL 15.335 75.387 15.430 15.464 15.489 13.505 15.512 15.570 15.499 15,479 15.450 15.412 15.365 73.309 15.244 15.110 15.087 CL Beam 3/CJ 11.202 15.254 15..297 15:.331 15.356 15.372 15.379 13.377 15.366 15.306 15,317 15.279 15.232 15.176 15.711 15.037 14.954 (Beam 4 13.008 15.060 15.103 15.137 15.163 15.179 15.186 15.184 15.173 15.153 15.124 15.086 15.039 14.983 14.918 14.844 14.781 Rt Gutter 14.935 14.987 15,030 15.064 15.089 15.105 15.112 15.110 15.099 15.079 15.050 15.012 14.965 14.909 14.844 14.770 14.687 (Beam 5 14.815 14.867 14.910 14.944 14.989 14.985 14.992 14.990 14.979 14.959 14.930 14.892 14.845 14.789 14.724 14.650 14.567 Rt Ped Rad 19 742 74.794 14,837 14:871 14.896 14.912 74.919 14.917 14.906 14.888 74.857 14.819 14.772 14.716 14.651 14.577 74.494 Rt Coping 14.726 14.778 14.831 14..855 14.880 14.896 14.903 14.901 14.890 14.870 14.841 14.803 14.756 14.700 14.635 74.561 14.478 FINISH GRADE ELEVATIONS-SPAN 3 LOCATION Baht 3 T-1 7-2 T-3 7-4 7-5 7-6 7-7 END 601066 Lt Caping 14.855 74.564 14.453 14.353 14.234 14.106 13.989 13.823 13.668 Lt Gutter 74.687 14.595 14.494 14.364 14.265 14.737 14.000 13.054 13.698 6 Beam 1 14,761 14.668 14.567 14.457 14.338 14.210 14.073 13.927 73.772 (Beam 2 14,991 14.898 14.797 14.687 14.568 14.440 14.303 14.157 14.002 VOL 15.087 14.995 14.894 14.784 14.665 14,537 14.400 14.254 14.098 CL Beam 3/CJ 14.954 14.862 14.767 14.651 14.132 14.403 14.266 14.120 13.965 (8e481 4 14.761 14 688 14,567 14.457 14.338 14.210 14.073 13,927 13.772 (Const.&VOL-� 01 Gutter 14.687 14.595 14.494 74.384 74.265 14.137 14.000 13,854 13.698 LEGEND: (Beam 5 14..567 14.475 14.374 14.284 14.145 14.017 13:880 13.734 13.578 LC Lett Coping Rf Ped Rail 14.494 14.402 14.301 14..191 14.072 13.943 13.806 73.660 13.505 ® CJ LG Left Gutter 91 Coping 74 478 74.386 14.285 14,175 74.056 13.928 13.791 13.644 13.485 (J Co8oV'9[Yran Joint a � 4• -h. 4l RG Right Gutter (Beam 1.-' . •-(Beam 5 (Bean 2 ! I-(Bonin 4 RP Right Pedestrian Railing 4-.•-(Beam 3 RC Right Coping SECTION SHOWING FINISH GRADE ELEVATION POINTS i t i \ i•g>;/�� ,£ Bridge No.0.34179 /.'.._. .-"-\ ._....�,_ --- •................................. / RDNOPw•INC m7 X4F/O .•1�, - 1 / FINISH GRADE ELEVATIONSOF 2aa.ne801, A404B 1ELit4�+ -ae,a wre 7S. Winnow �an0. m •• .•�.• "' o """ CHOROLOSKEE BRIDGETi_OVinnr7 t b " "•`� O'3a` i+[ enc4weaw B7-)7Prow tREPLACEMENT\ci7ryvnan7•ra444.6 J ' 225-0.Overall I75-0, "---_.._._...... 7S-0' _.__..... A (span» B (Span 2) Directionpf Stationing...2S-0 2E-0 25-0' 25-0 25-0 ///��Traffic Railing" i m eck t-Left Coping/ 11Mer 4M) 0 SF A Er-o 1,/,-,C) I Ov 1 Bents 2.3 I 1 ` /ll J Jit-(_) k''' g Beam 1-1 g Beam 2-1 vLeft Gutrer8ne -.-_ I1 +n, e.N i 11 717 FM Diaphragm -->!r-- f�r-- / ?op2B Sot.) III •-� End Bent I F/8-36 RYPI I 111 1/2'EM Diapl'ragms ID r--- ® III I 10 Intermediate ill g Inter.Bent 2 III intermediate Bents I;1 ry Begin Bridge I( Sta.47.1098 1 l Diaphragm(TpP.) 11 I' 1�1 v i „y FFBW End Bent 1 III - III �I I [H4a,n 2-1 ili §!, Stn.464E5.98 ^ '- Q Beam r-1 l I /- - n I. .—._._...—.-- III''' —...G.m_'�— —_�- _. _--- ---- _._ j_____�..... --I--- I 90'0000' �- € _-_:._.._..- const.6 pcL I- —rr-- r° E-- rr-- a7 I I --1- w I - ! III ;Al II ,'S I'I 11 y g ((( �- 1� - -�TY�- -�- iI I- L. _.-.11__.-._ 71 / 1 heerrmediate Ora. I} N N i tet`•= R s4.134r w I 11 = 'n Z t Erich --III 5503 r III — I n Const Joint III J `.. :1500000 LI- , t,l I I ^ i i to M o 1 E Nt i---'---' i 'yi --- r-- r h 6� �--1[r--� .--6507 Q 6" i . i« I_--iir--" --��JI ii, 1 I / ITop&Bot) 1: a &„, `9 8000,2-3 I I Y �— j 6 Beam 1-3 ID (��9 I N m fi I a b fi v �--�Beam i.4 i�� >`. IL- I I N (Bean.2-4 _.1�__ I �.—.—. 0,- .-- F_:,___ m d -- — ^t- zB-o•---T`1---ts-B•— -- } I _ vi 'I Right&interline I—- ----t..m _ E -- —'— I I Is,1.SV2 A a r t� .i f -rr-- -nr-- I. __Tr-_ ®8•(ryY) III I : /5'-0 10-0" i��I-1 n h I 2-6501 or 6502(Top 6 But.) I') N„ I'.I I I'I I n ti` ! .4'at End Bents '— --i'---} Traffic Railing I 1 4 Hed=2-S i� _ bN 2�, —9 Beam 1-5 — —�-�"........._....-- —"1-- ----frMet02o1.—lb—— - - —_ --' i b i tri1 2-45 )•Jt, Right Coping 4P @ 12'(Index 861) A YO`F pedestrian/Bicycle Railing NOTES: !Inter 8611 1.Min.Lap Splices art No.4 Bar I'-g' Bridge No.5 Bar 2.-2- - Symmetrical No.6 Bar z-r about Malchline 2 5149ger every other 5503 bar 5-0 about€o/Sent 2 or 3. 3,Refer to Sheet 87-18 for Pouring Sequence SchedulPLAN e. 4 Bars 6501 require couplers at the construction joint.The Contractor has the option ,0\1111)111/0.i,'.....;.„ LEGEND: to omit these couplers it protection for public safety in the adjacent travel lane(s) Is provided.Submit details of the protect/00 method no the Engineer for approval \\ F0G RO �' passion prim to placing reinforcement. `\\\\ yNCEkdP ///� O Ex Joint at FFBW - t i ©Y,_1pnR In Curbs for Traffic.Pedestrian Rails • c 85632 -k` / O groove in both faces and top of trail railing ` .6 W` Bridge N0.034179/ C p"4. r- . CARONO,INC 1! .:-:-?..‘::\s dORtD • 9 \{ COW[Lowy N / 1 ......._....:e......r.................... ... ...,... / �♦ SUPERSTRUCTURE PLAN 9/86- w tee ter✓¢mro / @c, w+.w.+«r ixio. M'4NOa B RFf.t �n,*�+?k}- .\ L)w)rrdbr era Nelnlery ,•.'.,.,•,• f is ......................................... .raNw4rot.R.04..3vx ...n....n....,.a �, �rJ' apes s.4nrerrwa.pia. I I el nm as-ram ..a�o-m. ...o...., n. 45agt 1:?t1''namm...�-.w:., NW. ww CXCI%OLOSKEE BRIDGE ............_.__.....- nR nanrr-pm B1-18 \ / carrion OF 4/n44 noln a.am /♦ ei , ^1�°' '�-eea / REPLACEMENT • • • • • • r COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT N i 223-P m,,,,,, • ys.,• 1 73.0' 73-0' 75'-0' ,mmm� a{7� 7 Span 1 Spot 7 Spec,3 ! 1 I POURED EXPANSION JOINT DATA TABLE lc.a I I FFBW INDEX NO.21110 rant.Date 90.110••ITHP3 €Bent 12 (Dent 3 End Dent 4 DIM.'A' TOTAL DESIGN DIM.'A'ADJUSTMENT I ryt LOCATION @ 7O'F MOVEMENT PER 1O°F &Const. PGL —` Direction Ofl tatioNpa. I A I_ �_ �� T—. End 8er!t 1 T 0.5r 0.054 in I I 4 End Dench Y 0S!" 0051/n T----" NOTES: I.Dim."e adjustment per IPF shown is measured perpendicular to Expansion Joint. Work this table with Design Standards Index No.21110. FFBW End bent 1 1 E. 2.For Expansion Joint locations,refer to Sheets 81-17. _0 __/) . _/1 __n . _f) 3.For Expansion Joint Details and Sidewalk Cover Plates,refer to Design �V ��"V t ZJ F-'1J I—V Standards Index No.21110. I I 5?-0' 46`-P 125-1R1 46'-0' I 52-0•• SLAB POURING SCHEDULE 5 Intermediate Support--= Space reinforcing steel —t•Y? Direction and sequence of deck slab poor a minimum of 3'clear of groove �.J SLAB POURING N01E5: ;f' I Not poured Beef or Rapid Cure I.A minimum of 72(tours is required del seen adjacent pours. V.reeve l,, Silicone IJoia'Material)Do not 2.After placement of the first unit,begin succeeding placements at over fill. the end away from and proceed toward the previously placed unit. 3.A revised casting sequence may be submitted for approval Submit -- structural analysis and Its effect on the Camber Diagram. Revise per Chapter 28 of the Pians Preparation Manual Volume 1. I CONTINUOUS JOINT DETAIL NOTE: I.Construct either a tooled groove or V-groove placeo prior to the concrete obtaining initial Set. \\\1H t1 HI H,, .,....'.,,e...- T .-,(t).-,:-.,• ti O b Bridge No.034179 c f ,...Z.. 1'CARDNO,INC N.f. w., .....1.,'„ v 1 2'a cake wan cr,:.m 1 ,gggTJ c J30 NNE mAtt ew0NO aNax0.k B..FECdY6 cl R • +Ww oe SUPERSTRUCTURE DETAILS 7Of3 s nzut"Oia.Fam apo ............'('Ig..' C''''''V �a Narxawe. 119 Ww On. [M53/...1505 „«..e:rw:.� a Sri zees s., CHOSOLQS%EE BRIDGE ••••�••• +•._•^ Fa+.nYrnAtl-aT ...WWI, M. ft*.fl SAW f `MC owism r wnr�[uwu , 'Bill i k' _.., Piemp znasa-Naz J REPLACEMENT B1-79 P COST SAVINGS INITIATIVE(CSI)fat the CHOKOLOSKEE BRIDGE REPLACEMENT TABLE OF TEMPORARY BRACING VARIABLES I rat.are pal-Il BUILD-UP&DEFLECTION DATA TABLE nalo pr.mrotns FOR PRESTRESSED 1-BEAMS ttsmt, HORIZONTAL FORCE HORIZONTAL OVERTURNING OVERTURNING BRACE ENDS TOTAL REQUIRED THEORETICAL NET DEAD LOAD SPAN MAKTNUM AT EACH BEAM FORCE Al EACH FORCE AT EACH BEAM FORCE AT EACH PRIOR LINES LOCATION ROVER BEAM CAMBERBEAM DELOAD NO. UNBRACED END AND ANCHOR INTERMEDIATE SPAN END ANO ANCHOR INTERMEDIATE SPAN TO CRANE OF BUILD5 _Tr. FLE TI RUIL0.UM LENGTH(FT) BRACE(KIP) BRACE(KIP) BRACE(KIPOFT) BRACE(KIPeFT) RELEASE? BRACING SPAN BEAM AT BEGIN AT IL AT END _DEAD LOAD DECK POUR CASE I-3 32.5 2.31 465 42.31 41.58 NO 3 NO. NO. SPAN SPAN SPAN OF BEAM) B 120 DAYS NO. DIM 8 DIM C DIM D D 120 DAYS DIM A 1-3 1 IV 1' INC 2Ib' IV.^ 3 BEAR TEMPORARY BRACING NOTES: Based on Investigation of the beam stability.temporary bracing as shown in the TABLE OF TEMPORARY BRACING VARIABLES'and 1-3 2 lEo 1• lb' 214 Ili* 3 Design Standard index No.20005 is required. The Table and following information is provided to aid the Contractor in design of 1-3 3 I$' r iv,. 236" 15`• 3 beam temporary bracing: I.Design the bracing members and connections to transfer both compressive and tensile Torres equal to the horizontal forces given i-3 4 IVa^ 1' l y' 215" IVI 3 in the'TABLE OF TEMPORARY BRACING VARIABLES, Also design bracing members and connections to be Capable OF resisting the 1-3 3 INC 1' 13ia• AN 1' 3 erturni.ng 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 beam at the tap of the top flange. 2.The horizontal brace forces have been determined by application of the Construction Inactive Wing Load as listed in the'TABLE OF WIND LOAD VARIABLES.The overturning brace forces have been determined by application of the Construction Active Wind Load as listed in the'TABLE OF WIND LOAD VARIABLES'Plus the assumed Construction loads shorn in the'TABLE OF ASSUMED CONSTRUCTION LOADS.R is the Contractors responsibility to re-calculate the brazing requirements if the actual construction loads exceed the assumed loads shown,or if the finishing machine dime)location from the edge of the dock overhang exceeds the value fisted. - 3.The temporary bracing at the ends of the beams shall be Installed prior to Crane release If Indicated In the TABLE OF • TEMPORARY BRACING VARIABLES'. Beams shall not be left unaraced during non-work hours Bracing shall remain in place until bridge deck concrete reaches 2500 psi a.The exposure period(defined as the time period far which temporary load cases of the superstructure exist)is assumed to be less than one year. Horizontal tracing 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 factored per the Strength III Walt state for construction. TABLE OF WIND LOAD VARIABLES Tar.pate 1.0,11 I WIND SPEED,BASIC(MPH) ISO . WIND SPEED,CONSTRUCTION INACTIVE(MPH) 90 WIND SPEED,CONSTRUCTION ACTIVE(MPH) 20 VELOCITY PRESSURE EXPOSURE COEFFICIENT 0.05 GUST EFFECT FACTOR 0.83 TABLE OF ASSUMED CONSTRUCTION tate ar.1.01-1) LOADS(UNFACTORED) BUILD-UP(PLF) 50.0 FORM WEIGHT(PSFI 20 FINISHING MACHINE TOTAL WEIGHT(KIP) 16 FINISHING MACHINE WHEEL LOCATION 25 BEYOND EDGE OF DECK OVERHANG(IN,) DECK WEIGHT(P5F) 10825 LIVE LOAD(POP) 20 iltijl%lii it(ii)tii LIVE LOAD AT EXTREME DECO EDGE(FGF) 73 �..,..t!!E E ;/ 6,.,' II, t tf'RW Bridge No.034179 f:'--i:,T.... .............._... /CARONO.INC ,P.M MO .....w., 'rz,}.L, L t -Cd: nre..crown Srw.N SHEET/ """"`""""" S SUPERSTRUCTURE DETAILS(2 OF 3) .___.___. m FNM S - u,ey..w ohrerw, .__:._.........__ state m AMANDA B.KELLEY.I✓'% f[)R 4 - <wr,wro,wN Nraawm. - 1 /vn acwuTeat Flpe.N s»M r.,.It.....wr.....,...til C-utMWS zees sawn a,nmm.aeh. .,... BRI... ... .. J ormom oonft MR 1lt1i€ CHOKOLOSKEE BRIDGE b eeMa-Orr c emam Omr.Nbaaea+b..e� n. .1232-a'sz e1-20 • ' -/ \wires.,awho/wove ee asd l`. ._.✓ REPLACEMENT • • COST SAVINGS INITIATIVE(CSI)facie CHOKOLOSKEE BRIDGE REPLACEMENT BEARING PAD DATA TABLE 151e gxe fano SPAN REAM PAD BEAN BEAM NO(00 NOM). TYPE TYPE END• 1-3 c F18-36 7 6 2 2 7-5 E P18-36 1 6 2 3 I-S E F111-36 1 6 2 NOTE: Work tNs table wain Index Na.20510 for Pad Types A,C.0,E.F.C.H.l 6 K, and/or any project specific bearing pads. •END I .Engin Bridge end of beam(Back station). END 2>.End Bridge end of bean(Ahead station). , _ 7� C ? Bridge No.034179 __. ..._.._.._......____._............._ \/CARDNO,INC \/ Gln ,c `` cwra,Lau*a.a.m \ .-^.... o{ 2 SUPERSTRUCTURE DETAILS(3 Of 3) 57 • suer ]dna fra0AN.WDA B.KELLSY P2�9 `-.- 4 w+s�LVWmc. .. ........................... .u,,,,,,,„,-, "`CowLLy ._... ._.. .... Na tlfAiOM%Film.1,131 0: :. , PDa53ovlA ewscm.p.N. CHO%OLOSICEE BRIDGE m ttt.flt..- r — vserAc r sr emcees.. a ^�*"TX a REPLACEMENT Rr-21 • LUS1 SAVINGS INI I IA IIVt(ASI)ICC the LHUIIULUSKtt BRINGS N0YLALOMSN I \ Phase 2 T Phase 1 4 Spa. 5' 75-4001 9 9 m.7-0' 5' 8 Spa.9 5V/ 9 15-4001 9 6'.:7-F 0- 8 Spa.9 59 9 5$' 4001 DWI A i I• 8006 :. 4007 RYPJ lila .� 8011 :�Mi Z �= 8013 1 — 8003 ` e011 .1.111-.— .. 8DH1 :� _� 8079 - Q 80117 w II� n 800 .1... -� 4016(TYPJ---''' I Jacking Location 7-9 i 2.-94-4016 Far Future Bearing I- -I 4076"(Tye) 7-4076 (Beam I— Replacement(TYAJ 7-4016 (Beam 3 11.-6` Il'-6" 9-8' (Beam 2---.i PARTIAL SECTION THROUGH END BENT DIAPHRAGM FF61.1 JACKING SERVICE LOADS Note: I--(Diaphragm LOCATION DEAD LOAD Min.Lap Length: Dim"A" Topof Deck Exterior Beam 100 Kips T-r for No.4 Bar AAAroMh Slab SYx'5.7e' SNmup 9 6"Max.(Sits - interior 89013 SO K1 3-7.For No.6 Bar 14001 Shown.,4002 Sim) As 3-T"For No.8 Bar -I, � I III JACKING NOTES; 4 7 1.Jacking Loads do y o include Vehicle Live loads. 0 ,,,„.4.______................. 1.The road capacity of lacks used shall 6e rat!fess than 150hi of the mads shown. ilik. 3.Information,elacmeand details are erect as a guide far) are bearing R8(TEN) t he loads s and may be altered with the aAProval of the engirMer.. / 4.When replacing any or all of the bearing pads,all beams at bent must in� r Cit. Composite Neoprene be lifted simultaneously. Bearing Pad 5.lacks shall be centered along centerline diaphragm and placed as ..91 '■ shown in jack location detail this sheet, AI ./J■f]1f� 6.Jacks shall be connected through a console to permit individual 4016 ��lYYffff adjustment of jack pressures to provide equal stroke in all jacks. Jacking shall be limited to a 4,maximum lift above the tap of PremolOed ®� bearing pad. F1dex {Standard 7.Use Shim Plates as required to d leve!jacking f and Index 100361 equine provide a j rg h 451( Expansion z-T (Bearing to limit bearing stresses on concrete in accordance with AASHTO Standard Specifications Plates shall be designed and dimensioned at time of Jacking. 8.Jacks shall be equipped with a locking ring which will prevent 111111(•'1 1111/J7 movement in the event that hydraulic pressure is lost. Also.jacks ROA TYPICAL SECTION AT END BENT `\\�1Y�.?G ti4 /o 9.The shall quips nt and bearinll prior to g eplacementbearing notpad. ti"� `O.yICg NB :a(� jackequipment 4 pad replacement part of the gS1 fry 0:,...:...... t,R i contract. \ ""a iiAkipkS = Bridge No.034179 /" on :, a•.a,.xaawn. \ICARDNO INC N f �� -•,PIZR •'G:� Color / \ .......................... ........ 004330.. i,,d'� ," a DIAPHRAGM DETAILS(1 OF 3) gam' AV rahaM MO MANCM B.railer./ t,S; rt, a ,„,,,+rduaron WM act 'g7 LOP'i. n,.n..xrw av Nemrav s ._ ....m _ .... NO ..........................................� [t£MYxTD1.Wag.J-wH xeunxewro�•w,.� IJP( n Z:7? 2685 Sarco Nerooto orhe130 'telsP-d•OS na:..aaaaa.w '41, ..tl± (t',OO.ONImm M.��.+w.®; awxM•FL ONO. CHOKOLOSKEE BRIDGE `....._......_` j%sum a011111-07, e v rommu mal•vac msie . - /l None:t1 vssk-bn REPLACEMENT \et-22 xi 1 r _. COST SAVINGS INITIATIVE(CSI)far the CHOXOLUS6EEBHIUGE IIEPLALEMEN I \ 11-4001 @ 6'-E-0" 6" 8 Spa.a 545" ,6' 71-400!G 6--5-0' 6- 4 54a.B Si'! 4002(TTp.) Q I LLI h_I�� ` -.I 8034 - 8035 — _ Z •0 8033 ..!■I. 4 �� BD26 „ rZ 1!1!01!■..1'.■.. IU12t. 8037 BD75 0318031 111 8074 4076(T]p) I�F r E _ c.. 1 ]-4D/6 = 6.tr. 4-4016 I (Beam 4 Q Beam 5 4-B• B-8• PARTIAL SECTION THROUGH INTERMEDIATE BENT DIAPHRAGM I--(Inter.Bent Top of Dern (DiaWt,'a8"„__ 54'IS>'54+M' -an - N. a� Two lavers of 30 LB 1011111011011101101111111.1.1111111=• Roofing Paper SCirroy �. 4,6.Max.(TVA) ' 2"Cfr. Top 4f Bottom Flange (TYPO I 401. .WWI ��111 El 1 , Ff8-360036)a+tl Mote- _. 118-3 Index 20036) Nin.Lap No. 7'-7/4ror No.4 Bar Composite Neopreee Z-7'For No.6 Bar Bearing Pad 0111/two, 3-7"For Na B Bar EPS 81013100 t�\`QA G£gp4'k'il/,` TYPICAL SECTION AT INTERMEDIATE BENT ..c.,:- ."`' 17.+ E 2 a PI )L l \ f BridgeNo.034179 .. r„, .,n .. ..,.•....�.... 's CCARDNO,INC N f.,., ✓ '`\3 0A 'I'N"•ti cagier cuwy p - 1 SHEET DO PAD rue DO r "' . cagier• o Nin DIAPHRAGM DETAILS(2 OF 3) A0 D B Frtt£Y P'° fi ♦ �.eimee NO am DJ pFN..Fxr4aPaA� ...,,. >sl) `11 Couasty_ SZTIVDDT, mn. CHOgOLQS10EE BRIDGE• F'GM�xY}+�[No� XaJu FL Desir4xtectrean N,.tn.HA rn.':436z-asz [BI-i31 6 a W 4azar w<man REPLACEMENT t COST SAVINGS INITIATIVE(CSI)for the CNOKOLOSKEE BRIDGE REPLACEMAN f\ Phase 2'Phase 1 Bars 4001 3 Spa.N 6' r-P 1'-0' 3 Spa.N 6' 73 Spa.N 6'=6-6'(Bars 4004) ,3 Spa.(a 6' 7'-0' 1-P 3 Spa.N 6" 10 Spa.N 5 3/6')4-0-8' 3 5pa.e.6', 1'-6' 9" 3 Spa.el 6'Bars 4000 N 6" I (8575 4004) ER 6' •3 (E 1perk f 60(5(00) -al 6003 ( I (EP) C C I !iiiiiiiiriain 't I ri.r—_ ■//1;1.1111j11M2—/ e i�o I �� i �� tl/1 . nor., -....- 8013 6011(EF) w/8015) 8709(spliced 1005(TYp 1 t 4/BDIS/ (N P002(5plM<d 4006(TYp)—I A b07i(EF) 8(175 Insertetl 6008!£F) Beam Insert (EF) 8Pr 0BD IS) 6007 6000(EP) Info beam(TEX) B( ITYA.1 (£f) 4007 ITYp.1. ....ti f l'-6' 11,6" a Beam 3-- e✓r a Beam 4— B B' Q Seam 2 PARTIAL SECTION THROUGH INTERMEDIATE DIAPHRAGM Bars 46134 (,— {()mermed,0e QlnterZedla(e N---(Intermethaie (4005.4006.4007 5+m.) 1 Diaphragm Diaphragm Diaph e0m Bars 4004 I Top of Slab 8005 4004 I Top of Slab (4005.4006.4007 5im) i Tap of Slab Top or FI8-36 (4005.1006.4007 Slm.) @ fop((1800 Tap of 0IB-36 Top o!Flange . _�� top F/aege �l tap flange t1 iiiNiiM111111 h Yaii wiiimii h o• —� �� 60(3 :11.1�� 60)0 I ••• 6003 8012 Pb 8015 8009 w1 8015 e u # ' 8002 el 80)5 >�.1 1� 8072 w 8013 i�1 8009 w!80(5 = ` _ 8001 wr ears h N MIIIM r �' a�= � 6011 h fiD)f h 1 • • 6011 b: I 6 , 6008 ' � 6008 6� •..I 6001 • SITS)9 (('SIT ! 5'!!'535" n MIN Ton of Bottom lIeOpe 11• 140 of Bottom Flame17+ Top of Bottom Flange SECTION A-A ...ii ``16156-okaftal—.,-SECTION B-B SECTION C-C �/��'�' `dal.� t - D _ '`j^j",-'+'^ Bridge N0.034179 . .,, ,. .7.nw,.,<. N rCARDNO,INC Ss' `•,,,,,,, ?'�p}L15/y„• N / :----Cw.-,c,,,.: 1 DIAPHRAGM DETAILS(3 OF 3) SHEET • A...alw Uapp . f w . "" .=‘,-.L..0,..10.•0,..1.. • 4 •:..1,, %74`=”7=2,Z:„ ' � u z FICA.5055 , CHOKOLOSKEE BRIDGE .'Vtll as e ` G* ...OM . 81.24FPa as s;r .11.611.11.6111.1.62.) /1`tiUL , pee2r REPLACEMENT\- J veeriana+rnemr..m 045 i ,lJ t.,.,t .1 I / r+tgr ae,1kir:c INITIATVF(r411kw Ma CHrIKf11(14KFF RFIflr.F FPI ACFMFNT 'i FLORIDA-I BEAM-TABLE OF BEAM VARIABLES raw are t-0I-ta LOCATION CONCRETE PROPERTIES PLAN VIEW BRG.PLATE ENO OF BEAM&SEARING DIMENSIONS•• REINFORCING STEEL SEAM STRENGTHS ISTND END CASE MARK BEAM NO. OF SPACES SP.OARS SPANBEV4 CLA55 Ips/1 PTRN ELEV. PRGIE B DIX DIN DIM El DIM KI DIMENSIONS• 3CI 3C2 3031 302 3D3 4M1 4M2 4M3 5X • NO. NO.TYPE TYPECOND END END END'END P 1BANS 5K SK 28 Day Release 1 2 1 2 ENO t END 2 DIM L DIM R C C A 8 A 8 NO. 0 0 NO. NO. SI 02 53 54 VI I 1-5 36 VI 8,500 6.000 7 1 7 I - - 90' 90" - 74' 1'-3 1'-3' 73-8' 5 r-54" r-54' '8!4" I'J' 8)4" P-3' 86 3-8' 3-8 65 126 20 15 II 0 de 2 ifi 36 VI 8.500 6,000 I I 7 1 - - 80' 90' • 794" 1.-3 1'-3 73-9" 5 I'-55" 1'-54' 85' 7'-3 870 Y-3 86 3-8' 3-8 65 126 20 15 II 0 6" 3 1.5 36 V! 8.500 6.000 1 3 1 1 - - 90' 941 - 71r 1-3 1'-3 73-9' 5 1'--Mr t-53£ 8)' 1'-3 814" 7--3 86 3-8" 3.8' 65 126 20 IS II 0 6. Dar 5K 8ar 5X2 • C__ , n siiN■ '1l 11111P'IIIMBIN!" FLORIDA-!BEAM it MP..M`+lIllLIMI`iIIIIIIIIIIIIIII INSERT VARIABLES II ht LOCATION DIAPHRAGM INSERT LOCATIONS II 11 SPAN BEAM II 3 16 S•aees m.3 3" NO. NO. DIM X. Beam Face TYPE® 37 STRANDS 1 24.4)0 IT STRAND DESCRIPTION: Use 0.6 Diameter.Grade 270, Low Relaxation Strands All 2.364 2844• ATILT Provide additional ears 562 Spaced M IY in the top flange. stressed al 44 kips each. Area per strand equals 0.2(7 sq.in. B 2r-4I9 L7 76 Oars 5K2 per beam. STRAND DEBONDING LEGEND I. Insert vertical locations and details per the FOOT Standard Indices. • -fully bonded strands. 2. (LT)means Left Side and(RTI means Right Side.bath HORIZONTAL SHEAR REINFORCEMENT ,1-strands debonded 12-0•from end of beam, referring [e which fete of the beam web is to receive the insert for the dimensioned location. 0-Strands debgnded 18.0"from end of beam. b" i'B 6' i 1 02011101 of Stationing,. - - 1.i. NOTE Work this sheet with Design Standards BAR 51(2 1i Index Nos.20010 and the applicable 'Florida-I Beam Standard Detain Index. - IIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIII 1111111.1.111.1111111.111.1 DIMENSION NOTES IIIIIIIIIIIIIIIIMIIIMIIIE •Ail longitudinal beam dimensions Shawn en this End of Beam sheet with a single asterisk PI are measured Begin(I Seam-. 0 • along the centerline of beam. D0men5len'R'i5 0 calculated al mid-height a7 the beam: ••End beam bearing dimensions"3 and"K"are measured perpendicular to€Bearing Mone the otm of the beam. I= I x $,:kh\AA4 GER0 It X// BEAM ELEVATION 5)19.11 1WRI 4f7CATIONS F. D ` ¢ Bridge No.034779 i _.._..__......... .....N rCARDNO,INC \r......, ff�768Y6( cwt..LYaN4rwm e \ wen' .`,: w .,...•ew.•,.,. ,BEAM TABLE td .._ i e .11 M�eu[K 809 MANN B.KELLEE�P` F Nwwpwwr ON Na etlNwkrFa.rMKip.3P59 .'^�,�'' FAU Swm M 5 M _.-...•. 143 rn.nkNS+_ r....e.,,.e:r.. .. p.,®, aw«,FL sow CHOKOLOSREE BRIDGE Sac020aR-en ewewow.mu / t _i ._._._ �ceAr4K.re v wrMwrrrBv a..as / /tfr(fDj,r*L° \ rmw a3a azaez_..._J REPLACEMENT B1-15 • • f COST SAVINGS INITIATIVE(CSI)for the CH00OLOSKEE BRIDGE REPLACEMENT 'N A 30.0- `r Bullet Rail Q Constr. 3e-381 1'-0•Max.(rap o!Slab „, 3 (Index 877. 37 F-Snape 32 Vertical PedestriaoBicyf!! 51-581®ax.(Bottom of 5101 N Past C1 Yp Rail beyond 9 (Index 4201(T 1 RMlin (!noes B6F> 38-5C1 7'-0'Max.fr oI SIab1 1r P)2011 b l nil Slope:0.02 FUFt Slope.-0.02 FUFt N. ,� (Placa between 387/ I I I... II \ I / YL Detail"X SECTION A-A -1-Detail"B' atI • 'Ii ' N m 6, 4 37 F-Snaps i 6 2 N SPIV I N (Index 4201(Tye.) j Pedestrian/Bicycle Iv :.6 f Constr., r 5A1 SAI)Typ.l Railing(10000 861) 'C'111. g® r Crown b PGL ry T-��(((I / 8'� 022(TYP-1 App.Slab 1 // 362 or Sc) A m =_—ea sfiz 581 sAf nrp.Top) 'F'" o.: .II 1W 43' 45• Y . II Inn Backwall )..rl a r 4=2 WW 444-W4.04W4.0 )'-2$"2 0 WW 444-W4p4W4.0 Constr.Joint w (Min.76•wide)lie to r l I I (Min.76`wide)tie to SECTION C-C €( 2 top of bottom.mat of 6' 7 6, top of bottom mat of steel) o E et 4 steel/ P240 to m b OE7A11'A" DETAIL"B' /g L SN 3°i' 39-587 L3 1'-0•Max.(Top of Slab) 1 3 m B 14._ A 51-581 C9 9'Mao.(Bottom or Slab) B PLAN B (Begin Bridge Approach Nan shown. End Bridge Approach Slab Opposite hand,) APPROACH SLAB INDEX NO.20900 TABLE OF DIMENSIONS vela owe 110.21-I3 Flaw— re- DIMENSIONS 2-7 LOCATION LI L2 MI 142 N ANGLE 0 1'-0.Slab In ' Begin Bridge 30-0' 38-0• - - 57-0• 0• TNlckness I h End Bridge 38-0' 38-0• - - 57-0' 0° 1 I EM Benl Dimension Notes' I I IIS(( Dimensions 11 b L2 are measured along gutter tine.inside face of parapet Sr inside lace of !,-.1...--, ,\11�t 'n,01, railing on rased sidewalks. -- t. ,s\, y,£RGEfiO,y fl; Dimensions LI 6 12 are arc dimensions within curved alignments. Permanent 5050)0)9 Wail " Ido .. _ VIFW B-B 7 ,I ,cY.� (Railing.Curb omitted for clarity) Wit, J ,: Bridge No.034279, .w I. I ..e-",.e.8,,8 _..__... "'CARONO,INC fp',AS CR.Jp' Potor: III II • . (,USI SAVINUSINI I IA I IVE(L,.1)lOr GIBI.NUnULwnee SNRJUt ntrLRt.emuv. N. HARK LENGTH NO{{11TTP STT B C 0 £ F x k N 0 MARE LENGTH NO TTP STY B C D 9� F H I k N 0 S12FIOESI FT I IN'BANSC845 aBENT )NIFAI 17 161901,7 IIN IPRI FT IIN IFA F.IENU I FT IINIfR�FT IINI FAI FT IIN]ffl�N9l M, SIZE DES PT IIN BARS BAA A G FT]INIFA FT IINIFA Fr IINIFR FT Ii�.'FA FT]INI£R FT IJNIF0.PT IINIFA FF1101A NO ANG LOCATION ENO BENT .REQUIRED• 2 004 24-0 1 12 17-34 6-8 _................_.._._. ................-__? 005 23-/ 3 12 16-5 8-8 COMERS REWIRED-19 N07. 8 COUPLER 1 N0.3 COUPLERS EA.ENO BENT -,...___- O 13-5 I 12 16 9B-B 2 8 901 23-1 13 33 6 25-I f,._0-I%..............._ _ ...-00797 4-7 1 7 1-4 0-7% 0-7* 0-7 8 P02 16-4 13 33 6 26-4 0-1 . 011 8-5 1 8-5 .._... 8 903 11-10 8 II 7-0 1-5 1-3 012 10-7 1 10.0 ........,-,..........._.. 5 906 10-013 II 5-1 1-5 1-3 014 10_1 1, 10-7 1 5 906 25-1 13 33 6 25-1' 0-1 015 f 2 1 10-2 5 907 26-4 13 33 6 26-3 7 0-1 O15 ]-2 1 7-1 5 9089 12-3 720 I5 2-3 F' 5 1 0-1 019 3-J 2 1 3-J ..._._..........__.._ 4 PIO 17-3 20 5 4-3 5-1 1-0 I-7 019 0-2 11 !-2 3-I 2 911 7-11 25 71 4-3 I-ID 7-10 020 10-2 13 6-0 4-2 2 4 911 6-4 33 II 2-B 1-10 1-10 _ 011 10-6 12 6-0 4-4 2 6 971 IS-8 B7 21 3-11 .1-172- 3;11-0....� 1-0 J-7 022 10-3 12 6-0 2-J ...........--�- 2 4 Pia 11-0 10 4 4 4 3-6 2-1 t/J 023 7-2 122 6 Pf1 -14-1 7 ?1 J-ll 1-3* 3-I 1-0 1-0 2-10 Y7 024 JO-3 JO-5 2- -__....._..._ .._._......_......._. 4 PIS /3-6 10 4 4 4 3-8 2-10 h 025 19-7 29-7 J 917 4-7 16 1 5-7 026 29-11 19-17 • RIB 4-4 2 10 5-7 !-J 032 8-2 2 8-2 4 RIB 4-7 102 1 4-7 032 8-2 2 ,-„ 8-2„_.. ............._...�,.. 4 0 27-2 18 1 27-1 ..__.....__ ...-.033 8-8 2 8-B #2 ..................._. 4 921 26-0 8 1 21-0 ..._.__ ...-.034 8-4 2 5-4 4 911 18-! 2 II 11-1 4-1-10 ...........�. ...2 035 5-1 2 S-4 ... 5 922 1-90 I1 5-6 0-10 0-10 ......_. ._.................._.....� 8 P13 / 6-f0_.. 33 J 0-6 0-1 v, LOCATION lNTFR{EOlAIE 0/A9iBP.4GN RfINFOPCIACNO.REWIRED• 6 B 924 10.1 6 3J 3 8-8 : 0-1 _..............--..............._._........ .......4..._._._........ _.-_ 4 925 7-! 4 II 3-I /-0 !-0 6 001 7-10 4 If 6-10 f-0 ..----..__...._..._.. ...-..__... _...._....... ...._ -..-- 6 926 0-14 40 10 3-2 J-7 8 003 5-4 4 IS 5-l 3-) 3-7 '14 187 7 6 917 10-4 48 4 4 4 3-1 -0 6 OOJ S-1 4 11 S-1 4 Pte 9-f 36 4 1 1 J-0 !-2 .....-_........ 4 004 6-11 50 8 2-9'y/-0-6 2-8 4 0-3 0-6 4 WS 4-10 d 7 J-9 0-0 0-3 0-5 LOCATION-1,-. INTERMEDIATE BENT N0.REWIRED• 1 4 007 4-7 8 7 1-](1{� 0-6 0-5 0-3 „,,,,,_,,,,_._..._............ _l.-.L-RE_ I 1 1 1 I I T T 4 008 9-I e 7 1-3Y4 I-e..._...n-s o 5 CWPlERS REQUIRED-35 110.8 COUPLERS EA/N7. BENT 4 008 9•J J II 5-3 %-0 8 1POi 24-0 I9 J3 6. 11-0 0-1 4 8 009 10-7 2 1 10-7 e 901 18-6 19 11 B 21-3 0-1 ] 6 010 7-2 4 11 4-6 1-8 1 B IP04 8-10 20 20 1t 6-0J-3 1-S 6 011 11-I 4 11 10-3 !-0 .,,..... 3 1901 5-4 24 II 3_4 1-0 1-0 B 013 10-] 1 15 J-5 S-7 !-7 ................... tel f 5,900 10-2 146 4 4 4 2.4 2-J ...............................__..._._ 6 010 7-9 I I..._......7_I, S 909 9-0 24 3 1-4 J-4 0-6 0-6. 6 014 9-4 J tl R-4 1-0 4 Pl0 7-1 25 11 3-4 1-11 9L,,.I-I0 B 077 3-il to 33 6 7-10% 0-1 11 6 Rll 8-10 25 19 J-0 1-11 l-11 6 914 7-5 14 19 2-7 PI A.0 0-11 0-4 K 1-O ........._....... ......-LOCATlOH APPROACH SLAB ......__..................._ NO.REWIRED 1 6 913 0-4 32 444 3-2 f-0 ...........__....._........_- 4 917 10-4 42 4 4 4 .T-2 f-0 ..............._.........._ 5 Al 37-8. 54 1 37-8 4 PI] 3-I1 42 4 4 4 1-3 0-5 8 Al 23-B 70 1 J]-B 5 PIB 19-6 3 -Ellin-2B-4 0-1 g 5 81 25-10 90 1 25-10 6916343 S 1J2-11 3-I Y1 . .................._,,,,,"_ 5 CIC15-0 30 1 T8-0 B P16 5-70 2_10._......1'3 3-7 _..-............:......__..._.-..._. 5 3-0 38' 1 5-0 LIST :..............._..................._._ ETD 06lOCA 7104 SUPERSTRUCTUREAO.REWIRED• 1 6 501 26-3 904 1 26-2 55 e.................._..........._..._._... _.- 6 SO2 2e-0 904 !I 11-4 8-82 ..5 503 231-2 158- _ 2-2 224-8 ..___...._._..................._...... ..„,2 504 J5-0 10 0 3 5 1 - ----..—.._..__ Lt 1111 1 LOCATION END DIAPHRAGM REINFORCING ID.REW1/N:O!..,..6 —_, `i,,��p%tat�// /// 4 COI 7 3 32 L- 1-10 0-7 1-9 0-617 0-7' .,.>,‘,...' • tl;...N.`� .•i• 4 002 6-3 8 8 1-10 0-7 J I-9 0-6- 0-7/T, .- y+4 O7L ` Bridge No.034179 I"r:... :P _r..:..,66snsLT-___ \�CARONO INC \�....,.... fZ ,� rouroT ca.,y c...m \ (SNE&7.l SI ._._.__.... i"O REINFORCING BAR UST j .110 PAM rote hw '':=B,kE L°5. NPp n.Dxl4Nn - w NO m.rc 100 _ canlTkrrw ea�a,..,uro .,,,_-,..... _._. __�____. LYTANUTTA.rt..SJT» ::::::•_�u•-• 4ION - COii°�' M.la.,n H,,...N.N,,,., • CHOKOLO SISKEE BRIDGE ,i7 _. .._.........-.................... TT1-17107.53,1505 :, eu...u..w L I f\/2SSSFIX•11.O1lr Ax.9NuRT au /\ .hilt \ ww'-!u.� .' -en / /`B1-27/ REPLACEMENT CAST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Load Rating Summary Details for Prestressed Concrete Bridges(Flat Slab and Deck/Girder) I7wm nor e1•OEa2 Goneral Notes: Table 2-LRFR LThis table Is based on the Load Factors Moment(Strength)or Stress(Service) Shear(Strength) requirements established In the January 2016'Structures Hamman. e^ Comments; Weight 9 e `?O c Table 2 Notes Limit 5tH! Vehicle (tont) " c �` w Interlor/exterior beam 1.Permit Capacity is determined by DC OW `c .` OF method If other Using the permit vehicle in all lanes. £ g' E than LAFD. 2.sarr,0e i((Design inventory teflti15 pti a a b . rc J O Other appropriate comments stress limits m 277 psi. Service III Design Operating.Legal, Strength I(Inv) HL-93 36.0 1,75 1.25 ]S0 1.06 1.48 53.28 C 33.53 (,06 1.26 45.36 A 13.78 Interior Beam(-2,2-2,3-2 !immure-ai tensile stress lit Strength I(Op) H1-93 36.0 135 1.25 1,50 1.06 1.92 69.12 C 35.53 (.06 1,84 59.04 A 13.78 Interior Beam 1-2,2-2.3-2 3 Has the AA5)110!RFD Specification Al Service 111(MN) HL-93 36.0 0,80 1.00 1.00 7.06 139 48.24 C 35.53 N/A N/A NIA N/A 8/11 interior Beam 1-2.22.3.2 Ara'''..38.3.5 lar Vtadinal rNMercement been satisfied] es sNo •v 5ervice Ill(Op) 113-93113-93 36.0 0.80 1.00 1.00 1.06 187 6032 C 35.53 N/A NIA NIA NIA NiA Interior Beam 1-2,2-2.3-2 4.Software used for load rating: Strength 1 SEA 35.0 7.35 125 1.50 II/A N/A N/A N/A NIA N/A N/A N/A N/A N/A NIA A.FOOT WO Prestressed Beam Program V.30 9 Strength I C5 40.0 1.35 1.25 1.50 NIA N/A N/A 14/4 N/A N/A N/A N/A N/A N/A NJA ti Strength 1 575 40.0 1.35 (25 1.30 N/A NIA N/A N/A N/A N/A N/A N/A NIA NIA INA 3-a Bernie.III Stix 35.0 0.80 1.00 1.00 N/A I N/A N/A N/A N/A N/A N/A I 0/A N/A N/A N/A Service III C5 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 NIA N/A Senna III ST5 40.0 0.80 1.00 (310 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA ai ,..i Strength 11 F1(20 60.0 1.35 1.25 1.50 1.06 1.50 90.0 8 34.08 '1.06 1.20 72,00 A 13.78 Interior Beam 7-3,2-2.3-1 a-1 Service/ 11120 60.0 1.00 1.00 1.00 N/A N/A N/A N/A NIA N/A 10 A N/A N/A NIA N/A Abbreviations; aW._0 35.53 FT Inv-Inventory 34.08 FT Op..Operating 13]8 TT„.. ..,._...... .........�_. ..,.......... .,.,.,,..,.,,,.,.v 0-Moment V-Shear AG 0 0 0 Bert, I. c.- Bent g 11 % % .'� a yickiayt: lr rf DB :«rte Yi iteevrt _ Bridge No.030779 ..:.,. .. ....,.......�.,« ".......1(CARDNO.INC l/ ✓'a�, ',..??T (5nt !el!Ip twMi 6ro.M \ RATING N. SflHBT N um. .......:......_...�' smxre`�`vonar amu ANDA 8.N€U.D .Er/ Vie E A • \\ �,em w wm.ex. ._ _ _...,. NU LOAD • _.................................................... ncu.ATu.FtmN4 JAM .m ....,..r.... G°'u'ta' cws e.,m N.n we ortc. e -- rsi.aan-ssoe ...ea�.,..0 6ssre )7i CHO$OLQSSEE BRIDGE ° F.r.mats-err FlGapa.me N'°0""O"'"' Mow,,.IZmaavag 81-28 ___ _______.__.............._..... \r,.,t.rt or Nn icemstew imam ,r\ / \ 1 REPLACEMENT / COST SAVINGS INITIA gILOW&61WOl9OKOLOSKEE BRIDGE REPLACEMENT STEEL SHEET PILE WALL WITH ANCHORS DATA TABLE rime It afwrob or Approach Slab T CONSTRUCTION INFORMATION DESIGN PARAMETERS -yp Q Wale Elevation • ,I I'-O Embed Wall Stiction Elevation ANCHORS SHEET PILES SOIL WATER Typical for End Bent IA 9.500 ELEVATION ELEVATION Arid Approach Slab !C 9.500 •MINIMUM Wall Anchor 23 8.000 WALL LOCATION SECTION MODULUS MINIMUM - Anchor Rod El. 2C 8.000 (11'/(81 REQUIRED •• FACTORED - I ee�0.1e) ANCHOR MOMENT MINIMUM WALL FRONT BACK FRONT BACK DESIGN ANCHOR BAR. OF WALL TIP TOP OF OF OF OF SURCHARGE p MHW El.0.67 STATION OFFSET SPACING DIAMETER 3-328 A-572 INERTIA ELEVATION ELEV. WALL WALL WALL WALL LOADNL" ,1_1,86) (begin to end) Ift) (ft) Ohl If Y.39 KM) (Iron LW ((tEllsl (ft1 ((11 (( (Ill t) (ft) (fl) 077' EEatxtener Fabric to2 below IA 446+40130 29.96 RL 9-691 All 9 49 3969 -240 ••• -17.8 13.5 -1.86 -1.86 440 excavated or posed depth 78 46+40.23 29.96 Rt.to Anchored by bent cap - 49 396.9 -24.0 •'• -178 13.5 -1.86 -1.86 440 v0 11.04'lt. /' Grade IC 45.95.93 to 21.07 1t. 6'-6$• d11 0 49 395.9 -24.0 ••• -178 13.5 -1.86 -1.86 440 46+40.23 2A 118+56.13 l0 21.09 Lt. 6-691' 011 8 - 49 396.9 -35.0 ••5 -25.2 12.0 -1.86 -1.86 440 49+01.03 Shed Pile Wal! 2189 U.to 28 48056.73 29.96U. t Anchored by bent cap - 49 396.9 -35.0 ••• -25.2 12.0 •1.86 -1.86 440 2C 48+401.0310 6 58.73 29902. 6-61 ..5" d11 0 49 396.9 -35.0 ••• -25.2 12.0 -1.86 -188 RAE 99 NOTES' I.The Design Parameters indicated in this table were used in the sheet pile wall analysis. If the Contractor plans operations,which exceed the des.9n parameters shown above,the Toni radars Specialty Engineer will redesign the wall to resist construction loads N a maximum de!lection o!1.0 Inches. STEEL SHEET PILE WALL,CANTILEVER DATA TABLE ' •Pa.nt-11la7 2 Environmental Classification is Extremely Agresslve. CONSTRUCTION INFORMATION DESIGN PARAMETERS 3.Coat steel sheet piles,channels and plates with hot dipped galvanizing in accordance with Speci(icalon Section 962 and 45114 3123 G185.Coat All Nuts,Bolts,Washers,Threaded Bars.and Anchors per ASTM SOIL WATER F2329.Anchors to be sheathed in 7 0 Sch.80 PVC and wrapped with Type T mastic tape. MINIMUM• ELEVATION ELEVATION SECTION MOOUWS 4.Contractor shall repair any sheet pile galvanized coating damaged during instai fatlon or construction per WALL LOCATION (in'/II) MINIMUM FI701'Standard Specification 562.using materials per 562-22 only. REQUIRED • • MOMENT MINIMUM WALL FRONT BACK FRONT BACK DESIGN 5.Sheet pile wall design herein reflects final wall condition with effects of 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 (Roll Me) INERTIA ELEVATION ELEV. WALL WAIL WALL WALL LOAD (begin to end) (7t) fyw39 KM fy=50 ksI (in'/(t) (ft) ilii 115) ((Cl ((8) (ft) (p0() 6.The Contractor is responsible for maintaining the integrity of the existing sheet pile wall and embankment IA 44400 to 45+95.93 29.96 At. - 11.33 171.0 (-6.0) ••' 6.9 14.7 OS 0.5 210 during construction of the new sheet pile wall. The cost associated with necessary procedures shall be incidental t0 the cost of the new sheet pile wall. IC 44:00 to 45+95.93 21.09 Lt. - 11.33 172.0 (-3.01 95 24.9 0.5 0.5 210 7.Structural Steel:All steel sheet plies+hal conform to ASTM A328,Y/eld Stress(Fyw33,5012 9511,Allawabie Design Stress w 25,000 PSI,Unless otherwise noted.See sheet 9W-2 for anchored wall material 3A 49+01.03 to 497.50 21.07 U. - 11.33 172.0 (-3.01 ••• 9.6 13.6 O5 0.5 210 requirements. 2C 49401.03 to 50+50 29.96'Rt. - 11,33 172.0 1-7.01 ••• 5.6 13.4 0S OS 210 8.Steel sheet piles shalt provide a continuous interlock throughout the entire length of a wall when in place. TWI 42+00 to 46+49.08 2.17 Rt. - 1133 172.0 (-3.01 •"• 98 16,3 0,0 U.S 210 9.Any welded connections shall conform to the requirements of the American Welding Society Structural Welding Code, TW2 48750 to 49+20 2.0 Rt. - 11.33 172.0 (-6.01 ••• 6.0 15.2 0.5 0.5 210 10.Minimum wall tip elevations based on assumed limestone elevations of-17.8 ft and-23.2!t respectively for TW2 49+20 to 50+50 20 M. - 11.33 172.0 (-3.01 ••• 9.3 0,7 0.3 1))pi4II 210 walls W-I and W-2. Notify the Engineer it in-situ limestone elevations vary from these elevations. \.i t'.�}1GERCCjt�7/// pile sheet edroeMelevation fled byh the Emum depth required.and shall be adjusted as necessary to ensure the pec; ngineer. 4,,,...z.,:',,•0 �t'Sg',`�GENB#• t i • Minimum Section Modulus is based on Hat Roiled Sections. For Cold Rolled Sections,increase Minimuet5e8)an B J---"`ttt��"' •• Minimum of Design Ground Surface or Design Scour Depth. =*7!,.c7' Bridge No.034179 •••See Wall Plans f top elevations. C... .,.�.. , "CARON°,INC 1 ei`;y �w '•' �,?I SHEET PILE WALL NOTES(I OF 1) •� i m _._.._......_.._ 101ivva zoo ,sd',4W)8 B P ORy \ Ca to rrrennn wv Nmmww.a atNMar!a,rmMu1.1175! r.•,p T' ii;V EM55.Wn IDrsesm... CHOKOLOSKF_F BRIDGE 1a7 ![4.11.-l9a ._•, �, m.ws��w.atm xa0u,Fl.new --1-__.�_.._..._ _..� Fay.01/1.-1171 e.wp ladtaa qIl 1 Pa..ul2ysr$St-1182 REPLACEMENT BW-1 i VP/1M.Ofw1101.1.wA9s .1 L In1ftV\ S. i • COST SAVINGS INITIATIVE(COO*cc the CHCKOLOSKEE 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 l5 O6ar011 Stability 1.5 2.Select sand backfill material with an in-situ density of 110 PCF end an angle of Internal friction of 30'. If the backfill soil properties proposed by the Contractor differs from the above,the project engineer shall contact both the County engineer and the wall designer for a possible redesign. MISC.NOTES: I.Wall deflections will cause distress of adjacent pavemeit 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 cost or the Temporary Steel Sheer Pile Wall. 2.Concrete for Cast-In-Place Retaining Wall Cap and Fascia shall be Class PI ifs w 5.500 psi)with Silica fume and calcium nitrite added. 3.Cost of filter fabric.anchors,anchor beams.gravel,mechanical couplers and reinforcing steel shaft be included In the unit cost of Sheet piling pay item. 4.Provide a 1f'r-Groove In both faces and across the top of the concrete sheet pile cap at 20-Ge maximum spacing. Coordinate with similar grooves required for barriers. 5.Contractor shall submit Shap drawings and data regarding the layout,type and dimensions of piling to be used. The[dntractor Shah not order delivery prior to raceiM o1 written approval Iran the Engineer. EXISTING WALL STRUCTURES: 1.The existing bulkhead wall may nave deadmen and anchor beams extending into the proposed construction. Contractor shall verify and physically locate these afement5(if present)prior to construction of the retaining wale elements. a Should these elements lay outside the proposed construction,protect them during construction activities. b. Should a deadman lay within the retaining wall pile location(s).remove it.Connect the existing anchor beam(s)into the new wall using the details In the.pians. c. Should an anchor beam lay within the retaining wall pile Iocatloihs),lease the deadman in place.Modify the anchor beam length and connect the reinforcing into the new wall using the details in these plans. d See BID ITEM NOTES for payment information. 2. If the anchor beams are modified(Nates lb or)r above),temporarily brace the existing bulkhead wall until a permanent connection is re-established. Stability of well(s)during construction is the Contractor's responsibility. 3. Debris from the existing anchorages shall be removed from the site, ANCHORED WALL MATERIAL REQUIREMENTS: A Anchored steel sheet piling shall conform to ASTM A-572,Yield Stress 50,000 psi.Allowable Design Stress 37,500 psi B.Steel Plates:ASTM A53 C..Weld MetalE70XX D.Bolts.Nuts and Washers: a,High Strength Bolts.ASTM A325 Type 1 cBHeavy-Hex .Washerrs:ASTMF 36 Type t.one under turned eiemeM �4**Q�1 ER0 / r 4t ? # _ Bridge No.034179 ` y1 v T • .,r mo=w..w.w..r,. '1 CARDNO,INC �„,�„„ is `~ corn.,cant,srawm ti SHEET PILE WALL NOTES(2 OF 2) � '• w E 30 AXE Biro ANANOA 8.xE1rPy OR1, _ Nunsgaxas'DNfsM SUITE M rwlrWN.,1.pelmamwe ---�^• .�.aa.-« ,. ...._� Net _....t_. • .... __.__.__._......._. (uuerurA.ftauw sav e..nw.�.a.,.. IONA 10f�""'n' zm5 swum Nor..Or. CMOKOLCASKEE BRIDGE 138 11 t TEL 02.30-vm n..ren.r,nnr / Mammon xmer,xt s«M --1—L— ./ ¢evin000fu or.urMMu0,00490.0.0010 a w' ` Pmrwi lenlzse-ave REPLACEMENT Bel/-2 • • COST SAVINGS INITIATIVE(CSI)far the CHOKOLOSKEE BRIDGE REPLACEMENT f WALL W4A TOP WALL ELEVATION WALL W-7C TOP WALL ELEVATION STATION OFFSET 'STATION OFFSET (Q[lest.) RIGHT 111) EI" (Q Const.) LEFT(It) EL End Wall W-1 44+0040 28.58 70952 44+00.00 27.04 10.336 Sta.4410040 t 4 offset 2!D4'LT Of/set 1704 LT 44+25.00 28.38 11.476 44+24.00 21.04 11.060 44+5400 28.58 12.336 44+50.00 71.01 11.720 240-291' : Begin Bridge 44+7500 28.58 12.931 40+7500 21.04 II.373 • L______JI """""'"'-""' FFBW Entl Be.f45+00 DO18.58 1344345+00.0021.04 (2.847 ra,ndgeWW W-I[ cSta.16+35.9845+254026.58 1393045+25.0021.04 13314 for �"" ) 45+50.0018.58 74.25845+30.0021.04 13.778 ue f45+56.3] 18.58 14.27945+75.0017.04 14.057es ME g_3 j R� C�7 43+15.00 29.8( ]434T 45+97.98 21.04 14.632 V • 45+77.41 29.% 14336 45+97.98' 21.04 13.382 44 45 f .116 ( ' t 47 45+9798 29.96 14.430 46+00.00' 21.04 13.402 s E . . • , I , . /j1 , I N 1 .• �J 45+9798• 29.96 13.149 46+25.00' 21.04 13.613 Direction of Stationing._ 543442"W 1 la 46.00.00. 19.96 13209 46+34.81' 21.04 13.679 N Begin App.Slab / I i5� v,� 46+25.00^ 2996 13.420 46+34.81" 21.04 8.498 St a.45+97.98 466+34.81^ 29.% 13.485 46+40.23' 21.04 8.498 -,.• S _ .•.7'7- .a -7 46+34.81• 29,90 8.498 �" / A - 46+40.23• 2996 8.498 jjjjJ/J Wall W18 •...... •f 4•'Y ' •• w1,...._..,. w. ..-...... .. .........w.w..... ...w to.w..w, •Elevation la top a/zOeN p/le. .Wall W-IA .. •• -•e. .... ,� •r All 01St'elevations 18 top of(Oiling. • • • i 158'-5' •11'-11 i": • 62'-953" ^I e r Begin Wall W-1 •--To be Relocated Sta.44+00.00 Sla:a5+56.31 airs. OI/tet 28.58 AT 28.54 AT' PLAN Sta.45+77.42 Sta.46+40.23 i Offset 2996'RT offset LE 'ler' (Wall W-1) End Wail 18-14 Begin Wail W-1C End Wall W-IC Direction o/Sfationin 9a_ Sta.46+40,23 5ta.46+40.23 _.Direction of Stationing Sta,44+00.00 Be9fn Wall W-14 Sid..44+00.00 531,591 Begin App.Slab 4-114" 4-/IE¢" --906,8 App.5181, 197-/t'1j" 5ta.45197.98 36-9'.5" 1 5T-0" 38'-9%" Sc4.45+97.98 197-1173" El.13.479 24-11V4" 26-0Y- EI.73.656 -20 • j-El.13.183' PH.I 1 PH.II E).13367 -t0 El.8.498 - Esist.GraundliM _ M1___ Proposed Groundline J '_ - \ --20 El.(-10.5) \-Bottom o/ I 11•1!11,. •El...-24;Q,v `EI.(.12.0) -30 Sheet➢ire Wall Wall Transition s`1‘P%4C$9p)////, --ed ••CtcENBF-K,s(�,;.;ELEVATION Sta.45+9593 1--W.l Transition i(Wall W-1) Sta.45+95.93 '// �� 1' '- Bridge No.034179/ .. .. . ..t......,.,:. \ 'CARDNO,INC ' KI,Z-tG \ / rnan,c.,ab ca.,o \ / \/'Sp6R7-\ \ - >%7.5.1i...''...::'� SHEET PILE RETAINING WALL(I OF 2) Ma'ANIZ rcae ova ,.'._,,,. ,N,.N..mr pnlfMn tt£uw.r£a.fn s,1"es 4 a/-A ,_:TC. t re.eo07x4 M1039 M.. 1051,-,'+rr "' )Trrrirt\• ----- r wo•..... mons,n.2W, CHOXDLQ4t�.EE BRIDGE \ J\tea.➢e r£s r..N:r f J` P.m:,avrz-4sz ` REPLACEMENT 8W-3 J \ i I i • COST SAVINGS INITIATIVE(051)tot the CH01(OLOSREE BRIDGE REPLACEMENT WALL W-2A TOP WALL ELEVATION 1616 STATION OFFSET EL IQ Const.) LEFT(ft) Sta.48+56.73 Beeln Wall 8-2 48+56.73• 2104 7111 Offset 21.04'L7 'E Sta.49+50.00 48+62.03• 2704 7.711 [Offset 21.00 LT 48+6703• 71.04 )7.431 - 92-3V1 r-See Drainage Plans for -.-- ._ End Bridge _.-"1616..'-................._....-� :.,.' drainage structures 48+9598• 21.04 11220 572.End 98nt d j 5. li �f49+98.98• 21.04 11720 FFE 48+d Be i /r"WxI W-IA 48+98.98 27.00 72.9]8 t f __1616 1 j 49+00.00 21.04 72.940 t `6 -4j - 0 49+2500 21.04 12079 , \\ a e-1 _._..._....._..9-__..._.........._..-1616 ' 49+5000 71.04 17057 0" 51 Direction of Stationing._ 48 I,; .-4g 50 , ii .4 9 54'1949 W , T 03 2 •p@+98.98 WALL W-2C TOP WALL ELEVATION .............• ._1616• a..- -- ----5 h Sea To ae relocated • •�«,..1.1.1.1,1616..•1616• 1616 1616 1616-1616 1416.,.. d w..ww STATION OFFSET EL --- - -••••a-1616..-. +• •6 ro -- ••a• ig Const.) RIGHT(NO \ - I { 14.----.1.6' W.w)W'-.9J ♦ •48+5693' 29.96 7211 +•w Maw.16.1014•.16••••w•00.•00•,•• 00••1416•w••w.•w••w•00 ..14.00.....^1«0414•w•a w:.-.•w w16•. 16 . 00 48+62.03• 29.96 7211 -t., • •• Vi-id; ---• - -Wall W-X 48+62.03' 29,86 73238 b7-SF? j21•11 e''� 104••316" 48+75.00• 29.96 12.007 51a.49+18.76 Sta.49+40.72 Sta48,98.98• 29.96 11.535 0(+ 48296.73 Offset 29.90 RT Offset 28.57 RT Offset 29.96'ATEnd Wal!W-2 48+98.98 2996 12990 PLAN Sta.50+50.09 49+00.00 2993 12.785 (Wall W-21 Offset 2838 R7 49+25.00 29.10 12385 ..........._..._49+50.-__................._......_9.58 _ d9+S0.00 _.....78:58.__.._._./IAU6..._ 49+75.00 28.58 11.397 50+00.00 28.59 10646 ,, ,0rectien al,Stxwning Direction of Stationing._ ' .................... 1616.... 50+25.00 28.54 9896 50+50.00 28.58 9.151 -Begin Wall el-2A 575 Wast VI-24 8e9ln Wall W-3C End S0+0.00 0 sr.48+56.73 5u.48+56.73 Sta.50+50.00 --- •Elevation to top of sheet pile. Sta.49+50.00 All other elevations to top o1 coping 338-6)) c-11[6'- calx• • 57-0 e- 36'-9'4" ' 51'-4 [J 38-904" 151,0V9 End Approach Slob End Approach Slab Sta.48+9898 Sta.48+9898 El.12411-1 26'-01O' 24.41W El.72.232 20 fl.11907 i PN.11 PN.I El.77.529 .__-- __-1616 - 10 --� ________1616.......... _ 0 '-'PfapaS<tl 6r4uMhne....% i _____._ (El.7.211 60)01.Gr4Vndline�_- .20 _2(1 FL(-10.41 -Et.(-t0A) 84ttom W -sb E),(-35.01 1.\��,`p iGEROyf41/,/ Sheet Pile Wall-40 '•., ,;pGEtdyr•,7 '4.1.14 1/./.--Sta. Tlansltlon Willi 49+01Trans.tioo_' ELEV> '^ Sra.49+01.03 +50 Sta.49+01.03 two¢ • '*- Bridge No.034179 r. a,111 1616 ..,.«16,14.:... 'CARDNO,INC r O (�y"��. Camra.Co4.'- crass r SHEET PILE RETAINING WALL(2 OF 2) �SHEET� -�L a16;w.nrr,calor, Na Saffron 2az ova 0. P Wmrrarr,m a4 Wtr s.. 1616 ca gre tinoaa•3RS9 5. � Yeas Sgnn ibrsesnoe OrM140 `'11771.-� CHOKOLOSKEE BRIDGE l�cda:✓Ca[a a X5, 5 ,`. .a•;. ,. IN 7 t'l r"`"� ..:::2311,23,8,9L REPLACEMENT ` 4 I / COST SAVINGS INITIATIVE(CSI)for the CHOI(OLOSKEE BRIDGE REPLACEMENT li a� Cantilever TWI or TW2 Cantilever PZ27 I, Joint between Anchored PZ40 Sheet and Cantilever T� ➢Z77 PZ27 Sheet to be at Joint on Ernie(toping)side YY Anchored so that FFRw/xes remain/lush ) r—Edge of Approach Slab •• Anchored w, PZ10 •• I 1 ,. P240 it ^ I U I I- Mir wY 1 µ Coping \--Coupler(iyp.) -I 2 I AM!wrA� Caping / N Phase I Phase II m! / (Construction b f a. Fi < b v Zi e 6. • Begin EM Bent 1 N Coping I �� 4 Sta.46+35.98 Pi ' fu➢2y d I _ End Bent Const Joint�\ End Bridge ---I ••� \ -1... I PPM End Bent 4 ! / I, (°lie IT r9.) \\lL Sta,dd+60.98 y I CI, 24 Square Prestressed t a 1 •i Concrete Pile(7YPJ \ 5.Oa 11 i 1 1 i L. e I (Bridge Piles—,` r fFBW i .. ._WW.ww l r I Pi I ea r 111111 . 1n I 1eFEW PZ40{Typ,) 1 Ai 3-11It' 2 Spa L 9-8".IE-4. 4-B' Z-O 0-1er 1P.6. 4-IIBI 27'-115$' 23-005 29-I1 i' 5' SP-0• J 6. FFRW PLAN EBBW tend Bent I Shown,End Bent 4 Similar/ NOTES: 01k11111/4,7 I.Place concrete bridge piles prior to plating sheet piling. `�\\\\t•;B RO`vtc/j 2.If beams usingiexisting /I Ifsh cks interfere with the new well,reattach anchor . ti R : ; _ 3.See Sheet BW-6 to 54-8 for Wall Details. ^.„111-456} 7:c� STATE oF 141:.... Bridge Na.034179 w.• w moa,-,wn:.. 'CARDNO,INC 7„•,,,,,,, •��(`�p=„_LORt�P Calor corny c..,+m 1 r SHEET PILE WALL DETAILS 1 OF 4) WEST __.�........__ ----••••• Ja era Pur WO ANANAI @.xEc%Pb P1Il.._ T�-� rwaoaaw4 oauN, 1 No • i_ m/rz aro 7 ONA1. uwn:uw sa u,lm,.,nce - trFww.reR,Flavm,v x Feo/111 N\�•• MS Sa en horses.orhe CHOEOLOS •E BRIDGE 141 —.—..---.-. PM naiu-ar wws!waw •,'•"�•""•• I i f town rF.rtw.+oren Par..,Ft,49 BW-5 ssterPe rc or Amw,nTAN PM i\ �J 'N. NOM:tug n2-asz i \ REPLACEMENT • II COST SAVINGS INITIATIVE(CSI)b the CHOKOLOSKEE BRIDGE REPLACEMENT \ 70 flHca! 7�. 411 FFgW Bolts?YAJ €$paL2Ys ITy➢.1 7 8 Sch.h8Fixing Plate PV[sheath (Prate Washer) -- Type i mastic 2ya•Washer 16 x724117 €Plate, r Bolts(Tye.) �/ tape.entire Soft Hole. '. _ TYp %j' length➢f anchor n E ai�111�met_ r-8➢Its Spacers -� B.► I� j All Gr.60 mull■ , Anchor Plate kehor Rad IVa'Bolt `��,'�``'''--- 2''Was1Kr ^ fexlex lerHales fin ` _ ,�l a Iib'8o t Notes 1•(Typ.) Walers 7•�7.17 . t'zt•r 3y'SECTION B-8 II T8x1.5--et Schedule 80 Pipg 1?broHalesRypd Spacer RYpiat each r0 bolt FIXING PLATESECTION C-C 8 reser 1 3/4' Waters all Anthor Rod in 7 0 CHr11.5 7 Sch.80 PVC sheath. Wrap €Spacers(Tye.) iib"GHOM likil entire length of anchor with i €AnChw Rod Spacers(rya) 1 Type T mastic tape.. At ends Ill _— 1; of PVC,buildup Junction and ?P Sf=• €Plate.bolt 1� �al with Type T to➢e. ,1 1 Hole,Spacers-- iliiii) CJC1SECTION D-D _tO v Typ. .�€27 Square Pile a,. 2-C BOTH liti$ 1"a]"z 3S$" 1 $ — Speer DTP) ANCHOR PLATE m Fieldtut hoe ler 1E ExEx 7877 , mime Wale i l'.e length hi r—Top of Sheet Piles PZ e0 1 / Sheet Piles r • __-, + Anchor Plate -I i 7•7 182" ' t. .t 1[ . illt i ly, . ,—— t�IFixing Plates ` ��' 16'z8'z HI(Typ) lro Flele 85110 Typ l !I 111 1 a v<r cal 4 I ,�i I Salts(TYA.I 2a°PreaL•esam VIEW A-A Square Pile �111111111/J NOrE52 \\\ 1111 '` GE11 J/// End Wale 1.When adjacent to Concrete piles,drive sheet plies z.,..„,.\ ��CMy- /j tot 7-0'above bridge pile. Field cut sheet pilestiL B 'ea TYPICAL WALE AND to match required elevation. Iyo25832 ANCHOR ROD DETAIL 2.ChannHs&Plates shall De Grade 50. 'a Y// � �• Bridge Na.034179/ r.. .0: n.....aw,„:.. ♦rCARDNO,INC ~ .,r O Z(b caviarCe.l,Grcrm ♦ ♦ SMUT.' I ...mar Ani acro MANN 8 @fia 1P.' ` wxvelaa SHEET PILE WALL DETAILS(2 OF 4) Na \ cowHaY __..�.. rt1.'101s>=. , MS e . ,, y �+.--. 286S Sewn Rename 000 CHOKOLOtSKEE BRIDGE- • 142 N. l \axrierz 1racli.`10.1°'6. ! 0 tj la.lttt G""'""'�°'”' m1.;iz az-sae ,` REPLACEMENT BW-6.1 i COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT Beck Face I • of Backwall--.-`J r FF8W ' Pedestrian/Bicycle I P240 Steel Railing(Wes 86I) I9I '—�—. Sheet Pile I ea-- 'I E°7°74;17°74;11 6' ' i4 , 1 A_! T-0' Sheet Pile embedded in B Bent Cap Ea 45. ti PARTIAL PLAN AT END BENT 1�� P-24", �y o- Approach Slab Bridge PZ40 5teai Top of Bahwa)) Top Traffic Railing 5)100(Pd.'e Approxh Slab— SECTION B-B CiP Caping lac 500 0-8) 1�'-� See Approach Slab Details Sheet CIA Coping(Sim.to tar Car pixel Sia Index 6170,See BW-81 Top of Sheet Pile— I I'' I I I §� t I i i 4''Q Waters I I I I t L---- 11 I\k_ =.3.4-4M.*k'$-'1 l�a?E Fxe Ir thick Expanded I _I I al Backwall Florida 1-Beam Polystyrene along ' (' �r"T--r--7 Top of Bent Cap vertical joint I 1 1 1 1 1 6 - Steel Sheet ' I I I I I lli Pile Retaining Wall , j j f 1 1 I t I I I I t I r—FfRW T-0° VIEW A-A _1 ' 65532 . " v STAT£ x Bridge No.034179 „: .. .. ..,.. rCARDNO,INC \.,_-0.. �EORit),:G/ m"`"c"'.." 1 r ♦ r te" ,,, .:.�m.�, .....,..Ij�.p�3.-�•�� .- a ,, SHEET PILE WALL DETAILS(3 OF 4) .__-. Whin. atro ANM04 er14 noak'1i S,0Caul ® t'.S�iF/ - aorwrorat OMbtm NO IM eiQ YelMeavu .s ....._,,,... _ wassaru MM.32/. „,..: .7e ral 11�\l At_cowl. ves a:l4:07—an. CHOKOLQSKEE BRIDGE 143 ,11122/153-3503 ^a.,.:,•..n� o110 ww<.Ft 3w. Fu.122/.0R-Pn IN11.4 0.CON loan atme5z-.42REPLACEMENT 13W-7 . ............._ 1 : !__I-6.Y!........... .. : 7.COST SAVINGS INMATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT --. 664b -\ . ._ },--1 32.F-shape Traffic Raifing .• : ..6. ',1';', 1 (Index 320) : ' . % 32.vertical Shape .. .. : .• . t Traffic Railing(index 223)-, :, • •• .. ItbBars ST----.., . ,I2 •• - .. .. ta Z. .. .. .. ..: .. .. I .• ,..: IIII-I. I —ears SV(Index 420) i • . : Bars 5X (index 423) - h., i '•:.; i : : ,... OB0WaY C.I--,, ., .. '6-.• 1 •' '',:.,1 I .1—C'' Roadway Pasdteadt-1, • . : • . Pavement:: / —..,, ,—Rote 3...... • . . , " P „___,, \Bars 46.#4.Spa-, 1."...,d... y \ • i ' , l : i----L .. :,--.-,ds7.77:77.„T".. 77.,. ...,-,,,,...;,,,,,7-7 7 7..J.,:,'I':':;.,..;,...*:•1:14-1 , • . i 1 _. 1 ---m,-1. ____________ __.-i____ i '1...'"''''''::::•:'., L..--4 L't . .I . •„ ,1M-55(Index 420) Th., v„..!;:::„,,2 i \ 1 - , --i•, +,4 • - — ',ft-a \ , •e§i \ I 3 / kf,,,-.1 • : NIA. s, 111 ... g.... A \--Bar 4L 0 Er \,/ \1----Bars 562#P-17 ITy0.1 .: 1 di d S2. I , b•I•.! 1 • I ' I 1 t t ••• -•!•,-1 • " : • Bar SM#2-0"—I /) . Sheet Piling.—.4 : A 1 • —Sheet Piling , I I , 6: I .LJ SECTION THOU C-I-P TRAFFIC RAILING WITH C-I-P JUNCTION SECTION THOU C-1-P COPING,RAISED SIDEWALK SLAB AND C4-P COPING AND RETAINING WALL Wong Left Retaining Walls) (Along Right Retaining Wads/ ,...—tr.r_...., I ,4 .E. tic iit .1 .<.‘.. 5814 5818 NOTES: . Direction of t Stati.ni)gin.,... k\s/ Roadway rt; 1,Place.V plumb V-grooyes in copings and slabs to match - ROtate 5T Bar / for 3'clearance•-, Apptoach b locabens for 3?Traffic Railings Aims use V.grooye at open joint locations. 582.4 521.261 2,See General Notes for surface finish requirements. - 1 3.Match adjacent roadway curb shape and height. See '•• '''ONKIM 'y, Roadway Plans. 58 BARS SCHEMATIC ,- -----4,41,''., 4 , 148 •,,,.. 1..9Ws.a .4.' .-,. _ r ,—, 0114, %.TAANSITION DETAIL 17;: Sta 45+97.98-11t. , ;.., ,,:fsu•Vm. ,.' E." Sta.38e.98.9a Rt Bridge No.034179 ‘.... • ... V"7"‘',",,,•!::.=" SHEET PILE WALL DETAILS(4 0F4) ( fl ,!.1,-:,!:,::,t:',;,'-.„-., r, - ,...7.4ti-; , 211.. , ,, .,,,,,,,z;:..-,7. ------Filok377bikE Whig-- i 1 wt.W.,,ye.a. \ ,,ls,52 3.47 REPLACEMENT i Low ) 449 ,..,\... ,.. .,.., MARX LENSTH NO TYP'STY' B C 1 0 E I F H J ,Y OS11NIFR N9#/4 I LTIAI150(CBI)POT the CHOKOLOSKEE BRIDGE REPLACEMENT SI LE]0£0 FT;1N BARS BM'A�G FT I;NIFR FT�INIFRI FT IINIFR FT IINIFRI FT IIN]FR FT I/M IFR FT]INIFR FT AMG LOCATION ROADWAY COPINGS ....AU REQUIRED J 1 . I ..1._ I i I L1_ f ............._ ' I 1- .ILL _L I 1 1..... r»WALL 1C+++ —_.__..._.__........._. _ 4 A 8-0 595 14 I 6-2 .1-10 _—___.— 4 L 14--5 298 10 t_ 3-9.... 0-8 --- -- -_ 4 U 1-10 595 1 1-10 T--- 5 B1A 204-C !J 2 1-2 --. 3 1_ _ i97-6 � _ _....2A...0_..._..- - WALL2A+++-........1.._.......r.......6....................I__.......... T '-- 86 1 < L-9-�C iSS 14 6-1 1-id ' 5 i........_- B I ---- E 4 L I 4-5 7�t D � 3-9 0-8 i 4 Al 1-1C 1551 1 1-10 5 B1A 50-6 131 1 50-6 ++WALL IA+++ .. 5A i 9- 1 397 10 _7-3 1-10 I .._..__._ .—...—..._._ - .....S...L 4-5 199 100 I J-9 O-8 5 U _ 204- 715 2 1-10 5 B1 y 204-COO15 2 I 2-2 197-6 i .._3 ++WALL 2C+++ .. 5 L I 4-5 153 10 J-9 0-5 i 5 U I-IC 153 1 1-10 i__._.__�._........___.r .._.___. T ..._.._i 5 824 1 157-0 15 2 2-2...._150"6. i....._..___.—........_........._1.—.—___—_.__. —. _.J__._._ END OF LIST os IUPC, 0.;.. ;JL +h&yy Qy7 �. > -'344 ._ Rridge No.034279/ \ 4TF r „. - .: ET LIN INTERNATIONAL •" ((,4 r — +, 'r-Dt-+ \ r REINFORCING BAR LIST , SMUT, ... r4p FmsT zre[[L BOOM }P ...... Homs ._ -- -- - - ",••• CHOKOLOSKFE BRIDGE PAiS 0� �.1�a ._ ra.f139IP5S)312Mt "WM .:Ma•uw:.-« M L 1252 B-RY i-.... -.. ...../\FA..1r.Tvnr-4ze wn..mM.aw ,\. /\ � am 1\ REPLACEMENT / i V • - i COST SAVINGS INITIATIVE(CS))for the CHOKOLOSKEE BRIDGE REPLACEMENT ...'s 1 i . `...5,s '.... h ----•-_TN\ . 1 • ,_________ ,,,,\I> .-*-- i NI 1 . , Bridge Coping--s, r • • . ,—10-6603 iTyp I . , 104602(Typ)—\ /-------- .i" I . k i • .t` (Constr.— ".• , \_... --- . to! •\>•—Ekistura concrete sheet pile wait i 1 . . . . I 1 il / (Seawall).shah repair by field : ! : . I 1 'i / verrfication,North bulkhead only \ • 1 / I Direction of Statoorung, I t:—/ . . • • • i • / s. I . ( • • . , • •,I. l.:•..i. " BdgeCoong —/.II/ VI1• (0-0G04( \ /.,D___E_T_AI_L_.,_,/'/ I•.:::.•::, :.•••:.••.•'.:.••':,.• I • / i / V 10-6602(Tpp.)....\ / i'_/ Held Cut / to fit(Typ.)— ,/ I s• 2.4-r r '..,/ . hk. . 55-0" ..1 5505 0 12"iTY(.)—, hi....lf115-601,) ...._...................... ..................(LH-:j/, . ___ th 1 . . n: I . I EXISTING BULKHEAD PLAN \-...10-66(11(TVA! ,--- yp (B. 10-6001(T ) (South Bulkhead shown,Nutty Bulkhead opposhe hand) 10-6604(Typ.)—, .7 .,), . \ `•••••See Detail :'..4„ UeNi'Vr( PARTIAL BULKHEAD PLAN (fteinforemg symmetric adout(5!bulkhead) '•*.F.. -..1.-..,\?.,•\'7., : :..- ; : . ... Bridge No.03417N / BULKHEAD REPAIR DETAILS(I OF 2) +1• ,i!—-.i!- rv, 7=r. ! ',;. =''' ",,—„„,,„ CHO,...COL,..OS..,EE.,..E B,..,R,..I...DG,,.-.E -- ;¢ ; ; .:-..: REPLACEMENT , Blifti°} . - i r COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 7-0. ___i w TClean iia-6GOx Eq.Spacetl Exist.Bulkhead ____ -. --f_.__ , ,X_____ (( _ I Cap to be Removed�\ -�---- `- 4b `` ( i^ F Com _- `Ex:sl.Articulating Bieck _�_ • r ` i f Exist.Soil ,--Exist.Anchor Rod;o Remain j. Anchor to Remain • I. __ .i `�;;1 N 36056 IT r r ' ...''''''.=:',.:-.1 xf ` • y --3-6G01(E.F.) ii -Exist.Filter Fabric 4 Eq.Spaces v ,;/ to be Replaced v -Rae Filter Fabric <' 1.5 I� : i Exist.Concrete__ im I^ i She Pile wall - I; 1 _1� BULKHEAD REPLACEMENT DETAIL .im i Soil to be Excavated H Filler ill after placing Filter - Fabric) 1 ✓ Exist Concrete �7 . Seawall ro Aemain • EXISTING BULKHEAD REPAIR DETAIL GLASS FIBER REINFORCED POLYMER(GFRP) BULKHEAD REPLACEMENT NOTES REBAR NOTES: 1.The bulkhead replacement Concrete shall be Class Iv,Bulkhead with Micro Silica Fume added. 1.GFRP Bar material snail conform to ACt 440.5-08 and 5306-0e. 2.The Contractor is responsible for the stability of the wall at all times during construction. 2.Submit selected urge Bar to County amp Engineer for approval. 3.The Telecaster snarl notify the County and the Engineer of any construction damage to the 3.GFAP minimum properties' existing bulkhead,anchor rods or articulating Muck mat.The County dna(Me Engineer must pprove any repairs prior to use. GUARANTEED 4.The Contractor shall take care to avoid damaging existing seawaii.When removing the 8AR N6M1N. OESiGN TENSILE PUN. SPLICE bulkhead cap ensuredemolition aces not damage.the existing seawail and anchor roots,.Any SIZE DIA STRENGTH LENGTH existing seawaii and anchor rod damaged ase result of the work shall be replaced at no i #5 0.625 1 164 KS( d. 7-T........ additional cost. _*6. 0.750 76:K5f 76' 5.Excavate to 4 tt.below the existing bulkheads and install Filter Fabric conforming to Standard Specification 514 throughout the length of the north and south bulkhead caps. MARK LENGTH NO TVP 5rY B I C 0 E 1 F 1- H I 3 K N 0 6.rhe exact dimensions and locations of the bulkhead anchor rolls are unknown.Locate anchor SIZEI DES FT I IN BARS BAR Ale FT IIfs FR!FT I tNIFR FT(iNIFR,FT I MNIER;FT I hNIFRI FT IMIIFRI FT'illIFR FT I,NIFR NO ANG reds and avoid damage tc[he rads during excavation. LOCATION BULKHEAD CAP _ _ _ ND REWIRED 2 T Cl 1 anchor rods and coat with y t material before casting D k. d cap. I 6 01 28-7 40 _iI fog 7.. r .. i. .. I _... ._._ ...._..._ e e filter fabric has b installed.replace he till oil[ match existing gran and 6 C 2 20-11 20 f Il 22.7.11.1 I ' B Are-install .e removed articulating blockon t p of it.Repo y damagearticulating block 't I- 1 . `:'� f at d to construction activities. 6 G03 38-6 20 1} L 38-S I. 6 gel_ 5- 30 L 7 8 7 B1 r„-, ...,,,,f,JS, 9.Place 357 sr .plying with Standard Specification 90T on articulated block mat Fill voids 5 G05 4-3 226 I fa 1 1 6 1-6j. 1 6 ._... ___ I b_v: ........._... flesh with top.f at. ENO OF LIST Refer to FOOT Standard index 21300 for Dar bending shape and designation. *.::•:” It,'I'M r. - Bridge No.034179 J C I -\ QTY UN INTERNATIONAL 1 7 R AxS \ BULKHEAD REPAIR DETAILS(2 OF 2) '\(sRE.T I r x .P ... - ,vp L.. Cm 3 ;s, (HOKOOSA FFJRJ)(F— e . - Pncevg `Bash i 1. J ♦ REPLACEMENT - / COST SAVINGS INITIATIVE(CSI)for the C8060LOSKEE BRIDGE REPLACEMENT 1 For drainage structures Direction Of Stationing._ r see Drainage Plans n 42 43 44 45 a. 46 Begirt Wan 1W-1 Oa.45+95.00 EM Wall TW-! Sta.42+00.00 trOOffset 2.0 IT Sta.46+4908 Offset 2.0 RT ._ .. 0/f ._ i PLAN TW-1 'End Wall TW-1 -Segni Wan TW-7 Direction of Stationing, 5ta.46+49.08-- Sta.42+00.00 448-0• Proposed Ground El.16385 Nin}mum Top o/ El.6917 Enstfn Greed r(Ar Sheet Pile WallpPr .or1-0 below fop oweir-20 0 --10 El.-7.0 S4t1043 temporary El.-TO-/ 20 Sheet Pile WW1 WALL TW-1 TOP WALL ELEVATION WALL TW-7 TOP WALL ELEVATION o-30 ELEVATION TW-1 STATION rierser STATION --40 (Q COON.) RIGHT ON EL (Q Const.} RIGHT ONEL. 42+00.00 2.0 6.917 44+40.00 20 13.183 42720.00 2.0 7.256 44+60.00 2.0 13.685 42+40.00 2.0 7.639 44+8000 2.0 14.146 42+6000 2.0 8.065 45+0000 2.0 14.566 42+80.00 2.0 8.534 45+2000 20 14945 43+0000 20 9.048 45+4000 20 15.283 \`��01,51111f1f/77j/ 43+2000 20 9.601 45+60.00 2.0 15580 ,' 43+4000 2.0 10.199 45+8000 2.0 15.836 43+60.00 2.0 10.819 46+00.00 28 18051 �'\a`/W1476- i�� 43+8000 2.0 11.439 46+20.00 20 16.225 r 44+00.00 2.0 12.056 46+40.00 20 16-.358 *. :,..„-.7.7 ,''* 44+20.00 2.0 12.540 46+48.00 2.0 16.385 \ gtA• /.w Bridge No.034179 /,. Cl ............. I ARDNO,INC �r n° AL(7Rlo \�� 0 �/ TEMPORARY RETAINING WALL(f OP 2) \f-MET 3J21•00 PUCE BLY3 A."7.0%."O \ �xr.c.4 Pm...NV. . esli, Dias. NO MOT Z a:net w, ", 271 kt,, -aa o n p•, CHOICOLOSKEE BRIDGE \ I \00050106 W W7Is000 0 at.W .....,N ')�..,._..a».«..,,..M.REPLACEMENT \Bw I. COST SAVINGS INITIATIVE(CSI)fa the CHOKOLOSKEE BRIDGE REPLACEMENT N Direction of Stationing.. Far drainage structures see Drainage Plans • 11 n19 50 51 End Wall TW-2 Sta.50+50,00 Beg! w !TW I 0/I [20 RT .. St H+5172 Off set 10 RT ' PLAN TW-2 Direction of Stationing.„_ • Begin Wall 1W-2 End Wall TW-2 Sta.46+5092 515.50+50.00 • 207-0' See Note 1 £l.10.254 Proposed Ground El.15.279 Minimum Top of (Approx.1'-0 below -20 Sheet Pile Walt Grounutsng top al wall) Gro -0 Bottom of Te^.wary _-sp El.-3.7 Wall Transition Shell.Pile Well EL 5.0 --ze Sta.49+20 WALL TW-2 TOP WALL ELEVATION 77-0' 130-0 Permanent Wall Temporary Wait STATION OFFSET EL (Q Comet.) RIGHT(ft) ELEVATION TW-2 411448.002.0 15.279 48+60.00 10 15.115 48460.00 2.0 14.756. RATE, 49+00.00 2.0 14356_ I.Doe to installation of anchor rods,this wall will remain. 49+2000 2.0 13.915 During removal of temporary wall,trim this wall to 2.0 49+40.00 2.0 13.433 below final grade elevation. _ 49+.5000 2.0__ 12.910 49+00,00 2.0 12.346 ,' )r t\\� C�RON ,Jl/i 0 IN-I'- Bridge No.034179 4. on 1. ......I-wwn.. \ PCARDNO,INC \/ ew,K cn.cwi w� / \ sfisH7'\ f _ ..-.r... 'i n., Re N TEMPORARY RETAINING WALL(2 OF 2) WtMK TYKE t R Efts AMANDA B.a£t1£A..$•‘:......... \ Y¢nalawn wMANDA n.NELL T •z �Cgswty 04119+m Pml t rw,aKe,r,wm.NTH *Ti2x5 s m Narr.Pnt�.K GHOROLDSKEE BRIDGE q3g TEL.TEM -4am .w wn.��..n.w MIT.ELEITKLJEO1 . Peewee&Am M.el PAGe BW�I.i \ / tae'nr.r00awnewiteeren..memi /\ f(%t` a,,....,... :re2e;.Ea�mr./�,.�, REPLACEMENT ,1 -- COST SAVINGS INITIATIVE(CSI)far the CHOKOLOSKEE BRIDGE REPLACEMENT COLLIER COUNTY GROWTH MANAGEMENT DIVISION L,A.-- CONSTRUCTION AND MAINTENANCE 1 A 7 . ‘ INDEX OF PLANS CR 29 BRIDGE No. 030161 OVER CHOKOLOSKEE BAY ' 4i ,-- , SECTION 25 TOWNSHIP 655, RANGE 29E %, .........4. , § SHEET NO. SHEET DESCRIPTION Pr' WI KEY SHEET GENERAL UTILITY NOTES PROJECT NUMBER 66066.9 i,'" 1._ W2 W3-W5 PLAN PROFILE SHEETS If'- -i‘ i a WSW, WATER DETAILS UTILITY RELOCATION PLANS "., ,, 1 CHOKOLOSKEE BRIDGE REPLACEMENT ..cc,4-0. . 1') : 1 1 SNOP DRAWINGS .. SO BE SUBMITTED TO , TYLININTERNATIONAL :4=2::-.1:4 ".....,,Kirr•:;4'":4,..* .:+2,'"3.: s2,100„;zw/MSP STREET 4 T ,FLORIMAP END PROJFORNTERSDA ECT z.:,,..„..,..„,". ...,,E4 .,.... , „. . . TEL.I239.1332-4846 FAX IBS4.1.12-098 ...'',• ''''';':;;;'.- II..1,N...i A .A.,TAA.•.i,.. IiiROGEi. .w:atal :,:''' PLANS PREPARED BY .., ` ,.•. TYLININTERNATIONAL r '<eli 4,0."' MILES nor WEBSB' OA F OWN 33901 TEL ICSSI 332-MI FAX f2OS 1 DB-rme I , tsit" •N SPECIFICATIONS 40?„..ild, , 1. ,.„ „„---- ei' ' -..1.`,).A-4Y- '-- .' , NOTE THE SCALE OF THESE PLANS MAY BEGIN BRIDGE „.- HAVE CHANGED DUE TO REPRODUCTION GOVERNING STANDARDS AND FLORIDA DEPARTMENT OF TRANSPORTATION STA.46+.35.98 ,.., DESIGN STANDARDS°AVEC,?DR AND STANDARD SPECIFICATIONS FOR ROAD AND BEGIN PROJECT NUfa.41+00.00 ,..," DGE CONSTRUCTION DATED SOK AS AMENDED RV COWRAL/DOCUMENTS COLLIER COUNTY UTILITIES SPECIFICATIONS ..7 I F '1.Ff No PV4'1 LATEST REVISION .*: :* -. 6 z ,, 1, '4"•S' , KEY SHEET REVISIONS = **.S.CA p PArt 0,,‘I''''''''. ENGINEER OF Al 13 S,III.../AiybiAgImtp,A, ,NA L 044 p .70.COW, PE NO.1.23 57 tttttttttttt,7J.0 'I. FISCAL SHE, ' YEAR NO 3 15 W1 , 150 I I Nei COOT 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 AND I.ALL BORK SHALL CONFORM TO LATEST REVISOR OF THE COLLIER COUNTY UTILITIES SPECIFICATIONS EXTENT OF CONDITIONS WHICH MAT BE ENCOUNTERED DURING THE COURSE OF WORK.ALL CONTRACTORS ARE DIRECTED. PRIOR TO WOOING.TO CONDUCT WHATEVER INVESTIGATIONS THEY MAY DEER NECESSARY TO ARRIVE AT THEIR OWN 2.CONTRACTOR SHALL MAINTAIN WE COMPLETE SET OF CONTRACT COOMENTS AT THE SITE.THESE DOCUMENTS SHALL CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED.AND UPON INCLUDE BUT NOT BE LIMITED TO CONTRACT DOCUMENTS AND SPECIFICATKWS,APPROVED UTILITY PLAN SETS, WHICH THEIR BIDS WILL BE BASED. UTILITY PERMITS,AVD AW TECHNICAL OR REFERENCE DOCUMENTS THAT MAY BE RELATIVE.AS TOE MRK PROGRESSES THE CONTRACTOR OR!IIS RESONATED REPRESENTATIVE SHALL RECORD ON ONE SET OF REPRODUCIBLE DRAWINGS 19.ALL FRAMES.COVERS VALVE BOXES.METER BOXES,FIRE HYDRANTS AND MANHOLES SWILL BE ADJUSTED TO FINISHED GRADE ALL CHANGES AND DEVIATORS FROM THE ORIGINAL PLANS.HE SHALL RECORD THE EXACT LOCATOR OF ALL UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION.ALL VALVE PADS SHALL BE POURED IN PLACE.NO PRE-FORMED CHANGES IN VERTICAL AND HORIZONTAL ALIGNMENT BY OFFSETS AND TIES TO PERMANENT IMPROVEMENTS SUCH AS VALVE PADS ALLOWED. BUILDING AND CURBS. 20.EXISTING UTILITIES NOT BEING REPLACED OH RELOCATED.ARE TO REI-AIN IN SERVICE. THE PROFESSIONAL LAND SURVEYOR CAN COOROWATE WITH THE CONTRACTOR TO INSTALL THE NECESSARY APPURTENANCES M BURIED UTILITIES TO FACILITATE THE SURVEY AFTER CONSTRUCTION IS COMPLETED.IN MOITON,PROPERTY STRAP 21.ALL POTABLE WATERMAINS SMALL MAINTAIN 5•MINIMUM HORIZONTAL SEPARATION FROM STORM DRAINAGE STRUCTURES NUMBERS ANO STREET NAMES SHALL BE STORM ON THE PLAN. ANO/OR ANT OTHER PIPING SYSTEMS. 3.A PRE-CONSTRICTION MEETING IS REWIRED BEFORE WORN MAY BEGIN.COLLIER COUNTY SHALL BE NOTIFIED 22.AIR RELEASE VALVES ARE TO BE FIELD LOCATED WITH TAPS WITHIN I FOOT OF FINAL HIGH POINT OF ALL PIPES. 98',CURS PRIOR TO PROJECT MOBILIZATION. 23.ALL ELEVATIONS SHOWN ARE 14AV0 88. 4.ALL MRK AND MATERIALS WHICH DO NOT CONFORM TO THE COLLIER COUNTY SPECIFCATI NS ARE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 24.ALL NEW PIPING WILL BE TESTED AT 150 PSI FOR 2 HAIRS. S.ANT MRK PERFORMED WITHOUT THE KAOWLED'IE OF COLLIER COUNTY IS SUBJECT TO RE-EXCAVATION,REMOVAL 25.POTABLE WATER ARO NON-POTABLE WATER JOINTS SHALL BE OFFSET BY 10 FEET WHEREVER POSSIBLE, AND REPLACEMENT OF SAME TO BE CONE AT THE CONTRACTOR'S EXPENSE. 6.THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOB AT ALL TIMES DURING CONSTRICTION TO SATISFY THE SPECIFICATIONS AND TO COMPLETE WORK. T.THE COLLIER COUNTY INSPECTOR STAFF MAY OBSERVE PROJECT CONSTRICTOR ESTIMATED PIPE QUANTITES B.THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED WTO AND VERIFY GRADES AND LOCATOR BEFORE PIPE TYPE QUANTITY UNIT BEGINNING CONSTRUCTOR.IF LOCATION N EXISTING LIMES ARE SUBSTANTIALLY DIFFERENT FROM PLANS,CONTRACTOR TO NOTIFY EMMETT PRIOR TO BEGINNING LLWSTRUCTION. WM 20 HOPE CRN CASING J60 LF 9.IT 15 THE CONTRACTOR'S RESPONSIBILIIT TO LCC ATE AND TAKE ALL POSSIBLE PRECAUTIONS TO AVOID No DAMAGE TO ALL WM L 2 HDP`ORI CURRIER 400 IF UNDERGROUND PIPELINES.TEIEPRONE,CABLE TV.ELECTRIC LINES/CONDUITS AND STRICTURES N ADVANCE OF ANY yy I £CORE PVC ' 495 C/ CONSTRUCTION.COLLIER COUNTY WILL NOT GUARANTEE ANT LOCATORS AS SHUYN ON THESE PLANS OR THOSE ..._.....I...........:.:.:..:......... ._.. AAAA.._._ ........ OMITTED FROM THESE PLUS.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MMT AND ALL DAMAGES WHICH MAT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PROTECT EXISTING UTILITIES AND STRICTURES. O.CONTRACTOR SHALL VERIFY ALL QI.WTITI£S SHORN DV THE PLANS.IF ANY DISCREPANCIES IN WM'TITIES ARE FOUND,THE CONTACT INFORMATION: CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND COLLIER COUNTY. II.ALL REGULATORY AND PERMITTING AGENCIES'REOVIREMENTS SHALL BE COMPLIED WITR.. Willie.Stenson Co:yeast 12.APPROPRIATE TURBIDITY CONTROL DEVICES!E.G.SILT FENCES,HAY BALESIWILL BE UTILIZED CURING ALL PHASES OF 12641 Corporate Lakes b,ve INSTALLATION AND GRADING.CONTRACTOR IS RESPONSIBLE FOR SUBMITT .t LG THE ROYCE OF INTENT ANO NOTICE OF FoBy....FL 33913 TERMINATOR TO THE EPA IN COMPLIANCE WITH THE COLLIES PERMIT.CONTRACTOR IS V,e Fe.:239-266-1282 RESPONSIBLE FOR DEVELOPING AND MAINTAINING AN EFFECTIVEIVE STORM WATER POLLUTION PREVENTION PLAN. Phone:239-432-1861 13.LOCATIONS,ELEVATIONS,AND DIMENSIONS OF EXISTING UTILITIES,STRUCTURES AND OTHER FEATURES ARE SHOWN Cob Toml,n ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLAS,BUT CO ROT Lee Ceunty Electric Ce-Op PURPORT TO BE ABSOLUTELY CORRECT.PRIOR TO CONSTRICTION,THE CONTRACTOR SHALL VERIFY AND BE FULLY P.D.Ho.3455 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY IDEATE AND N.Foot.Mye.e,FL 33918-3455 PRESERVE ANY AND ALL EXISTING UTILITIES,STRUCTURES,AND OTHER FEATURES AFFECTING HIS WORK.ANYTHING A.Fe.:239-656-2239 NOT SHOWN ON THESE ORWWWGS SMX/ID BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOT Phone:239-656-2192 CONSTITUTE AN EXTRA,UNLESS APPROVED BY THE ENGINEER. O.,an Whaley N.THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE COLLIER COUNTY IMMEDIATELY CONCERNING AM EAba.9 CONFLICTS WITH THE COLLIER COUNTY UTILITIES/STRICTURES ARISING CORING CONSTRUCTION OF AWE 3940 Praepeet Avenue,On,101 FACILITIES SHOWN ON THESE DRAWINGS. Naples,FL 34104 Phone:239-263-6226 IS.THE CONTRACTOR SHALL VERIFY ALL UTILITIES AND PROVIDE AT LEAST NO HOURS NOTICE TO THE IMNICOAL UTILITY COMPANIES AND COLLIER COUNTY PRIOR TO CONSTRICTOR TERRY SMALLW00D CITY OF EVERGLADES CITY E.THE CONTRACTOR SHALL REPLACE ALL PAVEMENT.CURBS,DRIVEWAYS,SIDERALKS,FENCES,ETC.,WITH THE SAMETYPE - P.0.800 110 OF MATERIAL THAT WAS REMOVED WRING CONSTRUCTION OR AS 8IRECTED B1 THE EAOXNEER £ ."erIIJFYT,AH RI EVERGLADES CITY.FL 39139 RESTORE ALL AREAS AFFECTED BY THE CONSTRUCTOR TO ITS(WORM L''a4WT GR OFT �aSAO' " 4+0V r,m stephens /!.WITHIN THE ROH.-OF-WAY,ALL DISTURBED AREAS SHALL RECEIVE SOM.;x ECNNLS a'LY"'y"iI z '••,. phone`239 695J25BN f` SPECIFICA'ONS. s9:1 ;. w ,JR GT Y.LIN INTERNATIONAL . SHEET woo esr STRE6I ."� _. F1IOP�,tL:s MeePe vrt GENERAL UTILITY NOTES S suaT FORT RM•,AURA LOOT I ' LM CHOKOLOSKFE BRIDGE »WW L•N WM 4E01999 : REPLACEMENT 5+ AN a39I3 9N INMa T NKSF 9 C.iA .. _... -tee � .,�, / • _.R/W LIME -E COST SAVINGS INITIATIVE((CSI)for the CHLTKOLOSKEE BRIQGE R- CEMENT - AA 142 ♦- L 44-, ,r t } t - I { .1 9r i ( ( a c 43 ,� - r-'w _i40 41 N54'1r W 42 -.1. CronsY., x 34. L'-.CONNECT TO El15T,WATERMAIN BY CUT-IN INSTALL Ir GATE VALVE AND 12'11.25 MJ FITTING 434.15 PLACE ARV AT NIGH POINT IN LINE ; CONTRACTOR TO MINIMIZE TIME OE SERVICE SHUT DOWN - FOR CONNECTIONS.COORDINATE WITH TIM 11(901NS: _ 239-695-2503 FOR DATE,TIME,AND DURATION. ti RIVI LINE 11FO1A1 PRO.? CT I I E+1N PGL , (STA 141-PSL 1 - 20 - SURVEY) .. I;1S I 0 CONST. ) v �-^� PGL 4 1 I `4YYt,VMI OPlinyE 20 'S E,NS✓; i a 7 Nn 49 S i C i. 2h • �_ i l; °HEA" j 1413-CO tat6111 ;a•c ;i'.°�� 003_ cU - 144+00: 143+00 I X 40 41 '. 4k- A .43: A4 I 40 ) :. .�.� TX.LIN INTERNATIONAL LAT*SSICDl .��'. ,... r - r UTILITIES PLAN d4.PROFILE ��s r��,. .. .. Er Y�hYPis1: < E'rA o ' N0. DV SUITE E s F DR,a Jru i C OKOLOSXEBRIDGE Jz uAs .aez , o-.M mz u . w.,s li�PLAGEMENT I, X152:,,J • 1 1 I 1 i _ N INE COST SAVINGS INITIATIVE(CSD for the CHq(OLOSKEE BRIDGE 'CEMENT _ 3333,.. ,..,..y:,... ........... _.. ..... ...... .. .�.�_.,�¢.,... .. • -:.•••x."..•-•-•••2••.-•-•••+,ce'-., • • � mm , sOr s0 ' s 4,....._ r s NP— �^, 3 4 0,--, _s w._....P_- 4, ,R -1--- "- . • "--"-. Lys _ a • • L BDRE �"-'360 LF(D 2'0; DA I!cA51NG "*••••••END 4.30DIRECTIONAL BORE STA TO OF LF E -S 11 CAAAIEA P!PE STA V,9+30 TOP OF PIPE+-IS . e 2 i Y RELOCATED BURIED TEG —1 b" 4, U U ti z______ .,......m,,.e.....,.....i'' 33.33,.....333.3—----' —- - "`- R/W LINE ' BE'iN i1l1 !'E i END 6R112,E I r Naov g�4 .,� ,�� ,fs n t I z Er r;� p f.. xx .j 1.:,IDP A+WR7CA PIPE ,�..d<� : � , YF_ 1 .ak �pENO `- z,vER= I45+00 ?-)i /2E( ' r 1 J 92 7 f 1.:/.4 Pa 145t00 I5Ux?79 40 45 --- Ir. 30 4- r TY LIN INTERNATIONAL _ r sn0 j m STATE ' i m CPIILITJB4 PLAN&PROF/LE * u vii ?3! wK'',,,rD _ la ' Fait Da 3390, t 0 'i . .- '� C H®Ia DL®SICEE BRIDGE ' t_ i ',1 a �,”h.,9,,,-Km Ihm.,,,µi i 6 tl SIO REPLACEMENT 53 1 t,lr<, I 11 /—R/W LINE COST SAVINGS INITIATIVE(CSI)for the CHOROLOSKEE BRIDGE REPLACEMENT r i 7:1 4,— - - FS - 4 51 zl 630 H _ .....,......-2i.._ 3Z ! .. - 71•'+2"5»"NG T CRIR$,R,S r2= gw *.MUTH 1125'T S.146$11 2244.k+' -F E.14 SPAT Of NAtvf Ef"T4Ma`9Nsb vra Cl.,4, SII-60,RIM m 6.1 PLACE ARV AT NIGH POINT IN LINE ,, IT 45°FITTING 50+45,00.0 RT 3 �R/W LIME ......... 5 TR+NS TO "+J, NO 1 1.. e.1#s 4 IL . 1 20.. . 1 ] OS r G fFF�Y G au 0(P P Z uzm • I IFE$"P'.,STOPS>l EAI £ £ t EAG,511E Oi VOPV.= sr-au S It_s z "a"t+t6 thy€ _. 1 II 20 _- +tf.+l -20 ▪'.• i „„ #M I i_. !i• 40.111'8•X...: 4 89 t : 6.$ i _. 0 NUR! Fat+X+O ]52.NO ▪#5 S y_'34011.. t54�300 g.. )bS+O I 7SA r-z C. P.,,,,- g ss _40 -40 57 - 53 i .;77.7.,„,',-;,•.i...,,,,.., '' TN.LIN INTERNATIONAL-,...p; &O'' .-. --'"- Naso e . '� UT/L/TIES PLAN&PROFILE '''.;::$07.7-'N z. . 5i $4t: 1 cARN a. 1 C'HOAOLOS&EE BRIDGE ILL 121,1540.a+0. a,,. 4szn ' ,=' _, Modes, 3 IYa n l3 e » uN.roN 1 6 i ° IdFP/9CFMFVT 54 r II COST SAVINGS INITIATIVE(CSI)fa the CHOKOLOSKEE BRIDGE REPLACEMENT'V • -,---..I INIMUM I-1/2"OF • , ASPHALT OVERLAY(TYPE S) UNDISTURBED AREA TRENCH UNDISTURBED AREA £ 25 MINIMUM TAPER I.T2 MNIMUN TAPER LIMITS A.�suc.:m .:s..c.a., 1r.I,...r.Rx............ .�..e:R.. i ASPHALT BASE CGUS'"ID.,.i'+ «- —EXISTING BAS, L_;rn 'ti , .....:.�... v a • TYPE T(ABC s) �* )^-,,,e,,,,,2,-,..,;32A.,4 it tt l� T _ 1}�� S ; 51 S2E iL T y;l I • ASPHALTIC CONCRETE---- � _ ` SVIICKNE53 TO BE THE t R lid}t` 3S 5L\ I SANE AS ADJACENT ROADWAY{ ` • < } e 4 ' WHERE ANY TRENCH OCCURS IN 1 FLOWABLE FILL FLORIDA---^' ' ' AN UNSURFACED AREA.THf. I D X r.SECTION 12t TRENCH BACKFILL IN COMPACTED )" THIRD STAGE OF BACKFILLING 3 ` MAXIMUM 12'LIFTS TO A 907 I7 I SHALL EXTEND TO THE FINISHED 1 SIANDARU F " -. STEELPIPE CASING REOUIRED DENSITY : GRADE. SPECIFICATIONS i (SEE STANDARD DETAIL GS) I .......�(. THIRD STAGE . _ L { > t� IPE CASE OR CONDO I • • if ' SECOND STAGE 1 } „di 1 Ii -COMPACTED GRANULAR MATERIAL . TRENCH BACKFILL TO LEVEL OF x 'f ONE FOOT ABOVE TOP OF PIE IN ""' — I. E I 6"COMPACTION LIFTS ° .FIRST S'IAGE i _ __ ? -PIPE BEDDING TRENCH WIDTH (SEE NOTE 2) VARIES' I 1'-0' OUTSIDE t 0" ,. MINIMUM DIAMETER MINIMUM' •TRENCH WIDTH=PIPE OUTSIDE DIAMETER PCIS 2 FEF1 E I NOTES: • I OVERLAY REOUIREO Al COLLIER COUNYS DISCRETION. BOTES 2. WRAP PIPE JOINTS WITH FILTER FABRIC I.BACKFILL SHALL BE OF SUITABLE MATERIA'_REMOVED 3. ALL PIPES SHAL'.BE CONSTP.'JC,TEO WITHIN STEEL CASING PIPE IF INSTAL LED ON A ROAD TO BE WIDENED. FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS • SPECIFIED.BACKFILL MATERIAL SHALL CONSIST OF EARTH, 4. RICHT-OF-WAY PERMIT STIPULATIONS OVERRIDE TVI!S DETAIL WHERE LOAM.SANDY CLAY.GRAVEL.CRUSHED LIMESTONE,OR TRENCH IS LOCATED WITHIN A COUNTYRIGHT-Of-WAr. 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. tythht f UNPAVED AREA TRENCH °�"c�n'"+41/tYy,.STATE ROM) MAJOR COUNTY ROAD, AND NUMBERED COUNTY ROAD BACKFILL DE N1. AIL *t3 G�*AEE `e.1,/. FLOWABLE FILL,ROAD -N! TREN H RESTORATION % Nis • 6 COUNTY STANDARD DS. TAIL E3 12w COUNTY STANDAR?t DETAIL G 2A REVISED APR *.i 6 P' Q or;: REVISED APRIL 2006 "N if.Y.LIN 9\.. INTERNATIONAL—) NATIONAL� —� 9,0' x' 3 �e ."� 9 WATER DETAILS 'VEC Y S F.1�i a�„ No. ' o` ,DNAR I i .ilt z°I,,J CHOKOLOSKEE BRIDGE • _ ..n.e nxb+e vm,, Y ..,,, ANW IYIW co REPLACEMENT' , .. 156 J -...—„ ..••• COST SAVINGS INITIATIVE(CSI)for the CHCKOLOSKEE BRIDGE REPLACEMENT (2)/A BARS 00038 UOOS AND (^)/A BARS Dvx:ONAE • 52'NWINUN COVER FOR , .,4 REINFORCING STEEL) ,PE IFC LEITkPoNG 2D' 1 S 3151,SEWER'. MAXIMUM .. ,...._.LENGTH Of HUD............... ... 30' fi OR WATER'. WAfthING...... '3 ,. ,%" °EPE50NG ON USE (VP) ,,r- SIGN i MINIMU• M 7 ) STANDARD, _ f ,It, TRENCH `t' __„_✓, DEPTH�^`�� -WATERCOURSE VALVE(TYP)"i£ • • .PIAN REw , PROVDE A}'OIANETER BR.SS DISC i HOPE CARRIER I -,� ' ANCHORED In CONCRETE COLLAR i PIPE HOPE(DRI I)CASING e N saE o<NAH OR BwAssPROFILE • GPEN nuuDEa of Tuans m } fI, OPEN-C —4 DIRECTION TO TAN TO OPEN 1: 6WUNG LU+ -sp .. VKVE fNM:FACiUHER ��, ,99A�e ,,r.°--... ........-TRW UNDO nsnucD .HDD INSTALLATION N *p. • • I PROVIDE VALVES AT 00TH 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 SIDE OF THE VALVE WITHIN THE VAULT. NON PAVED AREAS PAVED AREAS ........... .• SEE• DETAIL G-9A. PROVIDE n]"DIAMETER BRASS DISC '• 2 FOR POTABLE WATER.PROVIDE VALVE VAULT(PER DETAIL 9A)FUR MAINS I2' • ANCHORED W CONCRETE COLLAR '1 1 ., b S.CONCRETE COEUR OR LESS IN DIAMETER.• • ,.--113-(2)#,I BARS CAWW US AND MAIMED GRAVE is I (4)Jo BMS DIAGONAL 3 PROVIDE AIR RELEASE VALVES: ONE VALVE ON EACH SIDE OF CROSSING(PER 1 ey...FW.NE0 DETAIL WW-I4)FOR WASTEWATER CROSSINGS AND ONE VALVE ON EACH SIDE f ? ,,.f�f PAVEMENT OF CROSSING(PER DETAIL W-5)FOR WATER CROSSINGS SV. ..# "^'S.}"i. 4, ALL SUBAQUEOUS CROSSINGS SHALL BE DISCUSSED AT A PLAN PRE-SUBMITTAL 4 IL�I CONFERENCE WITH REPRESENTATIVES OF THE WAFER OR WASTEWATER �� l DEPARTMENTS SUBAQUEOUS WATER MAINS SHALL REQUIRE APPROVAL BY THE,1 / WATER OR WASTEWATER DEPARTMENT '• vNNEs h ''' 6{'1,5.td 1 I 'I 5. WARNING SIGN SHALL BE PLACES AI ALONG HANK Of WATERWAY TO CLEARLY #�� al�A, 101/k PIECE usT Ro IDENTIFY SUBAQUEOUS CROSSING. SIGN SHALL INDICATE TYPE OF P1PEUNE U $ NDI • % 0 Wall DR la PVC PIPE AND DEPTH OF PIPELINE BELOW BOTTOM OF WATER BODY E E E'SIGN IF NEEDED)C 900 i 9 OR PVC PPE W PAYED 6, ALLOW 40'BETWEEN VALVE AND END OF CASING. DISTANCE LESS THAN 40' " �) VALVEODD�a MPE REQUIRES APPROVAL OF DEVIATION. THE 40'LENGTH SHALL.NOT INCLUDE SHAT BEAR ON VALVE } .... OR PRESSURE uAW BRANCHES/TEES IN THE PIPING BETWEEN VALVE AND END OF CASING• . • a ds k 1 I _.:.,—PREssAE MAIN ..4 NT t �F A+y�// ALL VALVES SfD AER OSTW0A CN ) C \ SYSTEMS s DE w THE REsufnr MAT; ,*" "'^•:l` y`, 1` :SUBAQUE01.15„JH,QRIZON.,,]'A DIRECTIONAL (HDD) • CPE W ACCORDANCE NTH AwWA C 509 •`J �� ... ....t /4 jG' 9 T. NTS STAN SAF l .n; a . Y IMS qt r. „ 0,QA z COUNTY STANDARD DETAIL C-9 I. ,'_ _ I. ..✓ Kl . REVISED APRIL 2006 • '"N �Y,LIN INTERNATIONAL ' ,4;�T�. • „..,%"..;�'°'” WATER DETAILS �° SHEl E'? .. _ sTREEF • E5 YOINM E .Tl O.: Y ,.. NO E_'F'000,>9 51 0 �sgA ya4 B� CHOk"OLOSKEP BRIDGE t A.Ivw,u W� »w r LW<cw P"," AEM 9 t, REPLACEMENT w1 J I j COST SAVINGS INITIATIVE(CSI)b the CHOKOLOSKEE BRIDGE REPLACEMENT pipE RETRAINED PIPE LENGTH IN FEET (1) : SIZE HORIZONTAL BENDS L DEAD 45' a ACCESS IN - ( - 1 ENDS VERTICAL BENDS 90 4s INCHES '. °h /SEE '�" SEE NOTE • 22-1/2 1T 1/4 (2} UPPE..,,,.,.R LONER s 1' }} 4 § II -- f r —7 s... ....._.. {<j ,.. 6 72 13 6 3 7J 3] 1 T I ; . .• 8 -90 t] 8 9 loo 41 14 ( 1 1 _ I '',, ' 10 48 20 10 5 4 120 j 50 1 17 ) ( ~ t2 56 23 It 6141 i 58 70 • 'I" { 16 71 29 14 Y' 7 181 I 75 25 tt 1� 1... 1,2_2.„21_27 32 P 1 S 200 3 } 28 A • A A@ 24 i 84 }5 IJ y 8 X18 90 30 r - .. SO 96 40 14 } 10 251 T 105 }5 3s * 1 47 z2 303 us at l /� l ) • :. ..'Mfrt eax i (SEE NOTE 1 i 1 F • 1 • 3 PIPE RESTRAINED PIPE LENGTH ....... ,.. T - .. SIZE IN FEET (1) TWINER mxc ',+�Lrrr4axs{a1rEN +SECTIONAL PLAN IN i... TOP PLAN mt+ss s :UCC&M5s inw:4iE 4No covin INCHES TEE (3) REDUCER (4) 4000.0 Ix 6 4 0 40 LNED I A WON SINN BS 0 6 34 C ,..AN-Ort, 'PEA Er . 8 4 _ 0 72 t 7uN ( 1 -• -- NOTES,10 6 3 76. ' /� ";..77.':.7.:::: 0 mw.gr+ f • i i :_1 -. I' BRASS 1 RESTRAINALL PIPE JOINTS WITHIN THE DISTANCE 77� 77 3 OPERATOR1 cal !t•!6:07; 50 t. 2 4 0 122 { SHOWN ON THE TABLES MEASURED FROM THE POINT ( A H 3 "8"' L 12 8 3175 ( '1 ... .... : OF CONNECTION. ' SECTION E4 NM-� ��r 16 6 0 153 2 ISOTIONRFS VALVES T T BRANCH BE IDE EEFO IFE DEAD VAIV BRANCH SI tE 6 WITH RESTRAINT ON BOTH SIDES OF THE VALV. .R- ) TIC i6 134 I 118 8 • 0 157 3. RESTRAINTSIZE 4 ( 1 ps yi I I IS 12 68 108 IS NOT ON TABLE,USE NEXT LARGEST BRANCH . E T Ib 18 152.._.xt Nn - 1 20 10 20 161 1 4. RESTRAINT IS FOR ISUE DLAMETER SIDE OF ttu '‘,45,...•Sy ii (^°)nxc T 'I 20 16 120 77 '".. REDUCER. IF REDUCER SIZE IS NOT ON TABLE,USF £ I ( 70 70 --- 170 NEXT SMALLER REDUCER(SMALL END). 6, x° { 9u 2a 12 37 187 �` °' NNE MO SECTION A t ` M9 5.. THIS SCHEDULE IS 10 BE USED FOR DUCTILE IRON (sec cwrvn (14 18. 132 109 AND PVC PIPE vem�xr t5*.4wEN0i vj T 2l 2U4 ......... .. _ rw5x�x n4vEe 4RU5 Oxo 30 I6 78 71 3 .:. PLAN 7 1/Y 4BWE 00 nxsN cwn . 1 E cei c c�uu pY w My 4.TE4s(r'u x u0 � a X39 30 252 IES MANHOLE RING&COVER DE TAIL p s6 R 36 18 84 759 NQIES g OPEN- II{ .;F,:TO TUN.OPEN 36 24' I/O 191 w Y. v4 • *, 4 YEAR vN yr xsrxEEO tt4 444 f E1I 1I Y rr^!1 .H* I 1 T .0 ^' ' PIPE RESTRAINT SCHEDULE 14 q�h� `'' BRASS DISC LETTERING NiS titirya. 4.,,, a. ,,42,,,,,,,148,,,:8,-, fW 49, I. :.Sr' COUNTY STANDARD DETAIL P C Ol7NiY STANDARD DETAIL G 9A REVISED A ,Ty. d�''4?'. Z e�n DUI4AGVEQ((,9 WATER MAIN VALVE YAVLI_QE.NT. REVISED.AIJCUST 7008 ......,,�.....m- r :_ _... a , TY LIN INTERNATIONAL ." r * ,;� �, °°"" z' WATER DETAILS E ',ELI a >u ;,,,,,,,,,,,,,,,,gm- ° FORT VIERS. II. ,I ;P I CHORD/OSKEE BRIDGE C2.191330-4845z �s _ 1 . . „/ r4f'"....'98 .,,,,,7„.'!'.. ?t zdj � p8,.......Ezss9 •,„,, XEIGACGIEY! v,, ti 47 1 COST SAVINGS INITIATIVE(VsTpF®6SAaKottil906666EP1@pE1TFA4 _ f APPROVED PRODUC T LIST, • ` PAVED AREAS NON PAVED AREAS APPENDIX ) F PROVIDE A 3'DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR DISC SHOULD PROVIDE rj THE FOLLOWING INFORMATION: SIZE Of MAIN, • _3 STAINLESS STEEL POST WITH NUMBER OF TURNS TO OPEN, DIRECTION TO t ,- STAINLESS STEEL HARDWARE TURN TO OPEN,VALVE MANUFACTURER ANDtp AND STAINLESS STEEL LOCKING YEAR VALVE INSTALLED MJ TAPPED CAP I t. / MJ RETAINER GLANDf HASP WITH BRASS LOCK (KEYED WITH HOSE Biee PROVIDE SCREENED, DOWNWARD-WITH RUBBER SEAL- FOR COLLIER COUNTY) 16" x 15"x 6'CONCRETE COLLAR , PVC BEND IN (2) #4 BARS CONTINUOUS AND -� 3 ACCORDANCE WITH FAC 62-555 ° �y a EXTEND BLOWOFF 2a" F SECTION 320(21)(B) REQUIREMENT / (4)#4 BARS DIAGONAL i ABOVE FINISHED GRADE--.. S hf` ,-----COMBINATION AIR RELEASE VALVE FINISHED PAVEMEN FINISHED GRADE aSEE COUNTY APPROVED t 4 kI , PRODUCT IIS L, APPENDIX F) ,A' • a C ` k Is_5- m D 1 a 7 ""`SCHEDULE NO NIPPLE 772 ' , )INE SIZE / z I f — r GATE VALVE ,, k " BRASS CORPORATION STOP 7 (SEE NOTE 2, „d I1 F;( (SEE COUNTY APPROVED PRODUCT / .....1 ,, FINISH GRADE 11_. LIST, APPENDIX F) WITH COUPLING VALVE BOX SHALL NOT BEAR / `u AS NECESSARY ON VALVE OR WATER MAIN f J"� MJ RETAINER \H "Alii i)L.V MJ45' BEND WITH MJ RETAINER o;57 STONE-: "1 6- MINIMUM 17/' rds' ,v :._ SIDE VIEW _ y MINIMUM SLOPE ��. NOTES.: I \..BRASS BEND (TYP) "">:t.ZV�",' -t 1" BRASS PIPE I. MJ TAPPED CAP WITH HOSE BIBB IS TO BE REMOVED AFTER 'f/f ! `/! INITIAL BACTERIOLOGICAL CLEARANCE AND PRIOR TO WATER MAIN s'' } 1 BRASS CORPORATION STOP ACCEPTANCE. T >/ (SEE COUNTY APPROVED .��TT PRODUCT LIST, APPENDIX F) 2. SEE TECHNICAL SPECIFICATIONS SECTION 331200 FOR GATE VALVE �1!!' AND VALVE BOX REQUIREMENTS. 1" DOUBLE /"w-TAPPING SADDLE STRAP BRASS 3 ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. WATER MAIN TEMPORARY BLOWOFF ASSEMBLY WITHi,. " 0,,"' 'T+r. POTABLE WATER • BACTERIAL SAMPLEPOINT DETAIL tp1AR *a'� N_ +�° AIR.. RELEASE VALVE DETAIL AG, '',$),1 . . 'tT: NTS COUNTY S1AN1"'ARD DETA'L 1 ' "+ '� ,•`, Z= COUNTY STANDARD DETAIL WT -5 3. REVISED:JANL ti 2q 4,.a , .. (7 REUSEDAUGUST 2008 I, I _ .. PT.Y.LINNOD FAST INTERNATIONAL et."- ---- ,;,x, u WATER DETAILS srpEEr F. ..r m,o.»a1 ..... -....,k,-,..* W't46a.av Zle i C'HOKOLOSKEE BRIDGE ' ;;: n ww.ryiµcw �ac9 >„ REPLACEMENT 158 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 7 Ea:,!na.arIns Analysis 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 =cIff5od8vfbE0g21>Cgpk1TBkc14UTLimn PD9VqW8jAFgcc%3d&docid=0570b2 c3d68fb4ef813365abb99eca97648(rev =1 159 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.8 Bridge Hydraulic Report B. Wave 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/Chokoloskee Bridge%layouts/ 15/guestaccess.aspx?guestaccesstoken =1AoYSIxpVtNYXKTkxa47dp7pUh7LCd IehOIbsM174oc°lo3d&docid=0197870 5a358b450e95ba78f8fb4ad683&rev =1 160 COST SAVINGS INITIATIVE(CSI)for the CHOKOLOSKEE BRIDGE REPLACEMENT 4.9 Geotechmicai Report ATTACHMENT AVAILABLE AT THE FOLLOWING LINK. OMITTED FOR SIZE. Copy/Paste the link below into your browser. https'//highspons.shoropo|nt.cum/Teom 3ite/[B/[hoko|oskeeDri6ge/loyoots/ 15/goestoocoo.ospx?gucstoocosstoken =vv49bikYV2hG]3guZfs7Q9AUrFlsv2]1 Tk|CUtEoGBAAY636&6oci6=Oo804cb7 769fp456e897e0fJ6905866ol&rev= l