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Porter Bridge Joint Project Agreement
FLORIDA DEPARTMENT OF TRANSPORTATION LAWTON CHILES GOVERNOR Office of the General Counsel 719 S. Woodland Boulevard DeLand, Florida 32720 (904) 943-5490 719 South Woodland Boulevard Del.and, Florida 32720 August 27, 1997 Mr. Bennett C. Boucher City Manager City of Cape Canaveral Post Office Box 326 Cape Canaveral, FL 32920-0326 Re: Joint Project Agreement for Pedestrian Bridge WPI# 5110646 Dear Mr. Boucher: BEN G. WATTS SECRETARY Please find enclosed an original executed Joint Project Agreement between the City and the Department. This agreement is returned for your files. Thank you for your assistance with this agreement. If you have any questions, please call me at the telephone number above. cc: Kohn Bennett, Esq. Mike Szunyog Sincerely, r---/J £~ ~ov':;~q. District General Counsel District Five ,, State Road: Section: WPI No. : County: JOINT PARTICIPATION AGREEMENT BETWEEN AlA 70080-3519 5110646 BREVARD THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION AND CITY OF CAPE CANAVERAL This Agreement by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION (hereinafter referred to as the DEPARTMENT) and CITY OF CAPE CANAVERAL, a political subdivision of the State of Florida (hereinafter referred to as the LOCAL GOVERNMENT), WITNESSETH: WHEREAS, the Parties have been granted specific legislative authori ty to enter into this agreement pursuant to Section 339.12, Florida Statutes; and WHEREAS, the DEPARTMENT is prepared, in accordance with its Five Year Work Program, to undertake the project described as SR AlA Pedestrian Overpass, in Fiscal Year 2001/02, said project being known as WPI No. 5110646, Section 70080-3519, State Road AlA, Brevard County, hereinafter referred to as the "PROJECT"; and WHEREAS, the PROJECT is on the State Highway System, is not revenue producing and is contained in the adopted Five Year Transportation Plan; and WHEREAS, the implementation of the PROJECT is in the interests of both the DEPARTMENT and the LOCAL GOVERNMENT and it would be most practical, expeditious, and economical for the LOCAL GOVERNMENT to perform the services to effect construction; NOW, THEREFORE, in consideration of the mutual benefits to be derived from the joint participation of this Agreement, the parties agree as follows: 1. The LOCAL GOVERNMENT shall hire a design consultant and contractor using the LOCAL GOVERNMENT'S normal bid procedures to perform the design and construction work for the PROJECT. The payments from the DEPARTMENT to the LOCAL GOVERNMENT set forth in Paragraph 3 herein are PROJECT by the LOCAL conditioned upon the completion of the GOVERNMENT'S contractor, in a manner consistent with the PROJECT construction plans. 2. The LOCAL GOVERNMENT shall hire a professional engineering consultant to perform the design work for the PROJECT, which design work shall be deemed to be part of the PROJECT. Additionally, the LOCAL GOVERNMENT, shall be responsible to ensure that the construction work under this agreement is performed to meet all DEPARTMENT standards. The LOCAL GOVERNMENT shall send to the DEPARTMENT copies of all testing and inspection reports immediately upon their completion. The DEPARTMENT shall perform independent assurance testing and analysis during the PROJECT. Said testing and analysis by the DEPARTMENT shall not relieve the LOCAL GOVERNMENT of its responsibilities under this agreement to ensure the methods and quality of the work. 3. The DEPARTMENT agrees to reimburse the LOCAL GOVERNMENT for its actual direct costs, excluding LOCAL GOVERNMENT overhead, in accordance with Section 339.12 of the Florida Statutes and subject to legislative approval and appropriation in an amount not to exceed $75,000.00, in September 2001 for the design and construction services. The DEPARTMENT further agrees to request appropriation of said amounts from the Legislature prior to the fiscal year in question. 4. The DEPARTMENT will reimburse the LOCAL GOVERNMENT for its "actual costs", which are limited to the LOCAL GOVERNMENT's direct payments to its contractor (s) and consultant(s) as required for construction of the Project and the design work. 5. The DEPARTMENT agrees to make a lump sum payment to the LOCAL GOVERNMENT in September 2001 in a sum matching the payments made to the contractors and consultants over the course of construction and the design work. Payment will not exceed $75,000.00 for construction and for design work during the Fiscal Year specified, as reimbursement to the LOCAL GOVERNMENT for costs incurred for work performed pursuant to this Agreement and subsequent to the execution of this Agreement, which payment is conditioned on the following: A. That LOCAL GOVERNMENT has incurred $75,000.00 for construction and for design work in costs for work performed under this Agreement; B. That LOCAL GOVERNMENT provide DEPARTMENT with invoices and other documentation sufficient to evidence that LOCAL GOVERNMENT has incurred the requisite costs; C. That LOCAL GOVERNMENT provide DEPARTMENT with a letter from a person authorized to confirm that LOCAL GOVERNMENT has incurred the requisite costs. 3 . . . D. That the LOCAL GOVERNMENT has completed construction of the Project. 6. If LOCAL GOVERNMENT does not incur $75,000.00 for construction and for design work covered under this Agreement, then DEPARTMENT will make payment in an amount less than those amounts respectively, which the LOCAL GOVERNMENT has asserted and provided documentation to the DEPARTMENT in accordance with Paragraph 5 (B), (C) and (D) . 7. The LOCAL GOVERNMENT agrees to provide progress reports to the DEPARTMENT in the standard format used by the LOCAL GOVERNMENT and at intervals established by the DEPARTMENT. The DEPARTMENT will be entitled at all times to be advised, at its request, as to the status of work being done by the LOCAL GOVERNMENT and of details thereof. Either party to the Agreement may request and be granted a conference. 8. All tracings, plans, specifications, maps, models and/or reports prepared or obtained under this Agreement shall be considered works made for hire and shall become the property of the DEPARTMENT without restriction or limitation on their use. The DEPARTMENT will have the right to visit the site for inspection of the work and the drawings of the LOCAL GOVERNMENT at any time. 9. In the event this Agreement is in excess of TWENTY FIVE THOUSAND DOLLARS ($25,000.00) or has a term for a period of more than one year, the provisions of Chapter 33 9. 13 5 ( 6) (a) , Florida Statutes, are hereby incorporated: 4 ' , "The Department shall not, during any fiscal year, incur any liability, or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during such fiscal year. Any contract, verbal or written, made in violation of this subsection shall be null and void and no money shall be paid thereof. The Department shall require a statement from the Comptroller of the Department that funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for a period exceeding one year, but any contract so made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years; and this paragraph shall be incorporated verbatim in all contracts of the Department in excess of $25,000.00 and having a term for a period of more than one year." 10. The LOCAL GOVERNMENT agrees to keep complete records and accounts in order to record complete and correct entries as to all costs, expenditures and other items incidental to the work for this Project. 11. This Agreement shall continue in effect and be binding on the parties until the Project is completed, any subsequent litigation is complete and terminated, final costs are known, and legislatively appropriated reimbursements, if approved, are made by the DEPARTMENT. 12. This document incorporates and includes all proper negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein and the parties agree that there are no commitments, agreements or understandings concerning the subject matter of this Agreement that are not contained in this document. Accordingly, it is agreed that no deviation from the terms hereof shall be predicated upon any prior representation or agreements whether oral or written. 5 / 13. The DEPARTMENT agrees that the construction, reconstruction, and maintenance of the State facility for this PROJECT i s necessary and practical and in the best interests of the citizens of the State of Florida, and does hereby authorize the LOCAL GOVERNMENT to proceed with construction of the roadway as shown on the approved right of way maps and construction drawings. IN WITNESS WHEREOF, the LOCAL GOVERNMENT has executed this , 19 Agreement this day of -----------and the day of DEPARTMENT has executed this Agreement this I 19 -------------- (SEAL) Approved as to Form, and Attorney J:\WPDOCS\TM\GSL\CAPCAN .JPA 6 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION By:~~~ NaricyM: Houston District Secretary Attest: Executive Secretary (SEAL) Approved as to Form, Legality and Executi;:~ br Dis ct Counsel Financial Provisions Approved by DEPARTMENT Comptroller Pe , > 5-?0K-0025-97 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT FORM 710-010-85 UTILITIES OGC -06/96 Page I of2 Section No. ---'-7..a:a0"""0""""8~0'-----StateRoad_A_l_A ______ County Brevard City of Cape Canaveral-Public Works _1:.:0~S'"""'P;!;...o~l k.!:::,__~A..:!.v~e;.!;.lnu..uu.ea..:1,~G~a~p~e........,C.._.a .... n....,a..._yJL,.;e .... r.....,a ... l ..._, _.._F....,L.___ __ 3...,2..,.9....,2...,0.___ ___ Telephone Number ( 4 0 7) 8 6 8-12 00 Requesting permission from the State of Florida Department of Transportation, hereinafter called the FDOT, to construct, operate and maintain_ A 70 LF Long, 8' Wide Pedestrian Wooden Bridge Over an Existing Ditch East of the SR AlA, Approximately 1/2 mile South of the Intersection of SR AlA and Central Boulevard. FROM: __ N~/ A __ .=2 _,;_, ~1#--"--~-~-------TO: :Z • ~ 'I John A. Pekar, PE, Vice P~/4 Submitted for the Utility Owner by: -----------------Typed Name & Title Signature Date FDOT construction is proposed or underway. No X Yes D W.P.I. No. -A------------------------ ~ Jack West Permits Administrator ed Name & Title Date Issue Date __ SE_P_2_4_~9_7 __ _ 1. Pennittee declares that prior to filing this application it has determined the location of all existing utilities, both aerial and underground and the accurate locations are shown on the plans. A letter of notification was mailed on N / A to the following utility owners. Refer to Survey Plan 2. The local Maintenance or Resident Engineer shall be notified forty-eight ( 48) hours prior to starting work and again immediately upon completion of work. The Department's Engineer is R.W. Thompson P .E. , located at Cocoa Florida Telephone Number (407) 690-3241 . The PERMITfEE's employee responsible for Maintenance of Traffic is Ed Gardulski, Public Works , Telephone Number (407) 868-1240 . (Thisnarnernaybeprovidedatthetimeofthe 48 hour notice prior to starting work.) 3. All work, materials, and equipment shall be subject to inspection by the local Maintenance or Resident Engineer and shall meet FDOT standards. 4. All plans and installations shall confoITil to the requirements of the FDOT's Utility Accommodation Manual in effect as of the date this permit is approved by FOOT, and shall be made a part of this pennit. This provision shall not limit the authority of the District Director of Operations under Paragraph 8 of this Permit. 5. This PERMJ.TIEE shall commence actual construction in good faith within _l_ Oclays after issuance of permit, and shall be completed within 45 days after permitted work has begun. If the beginning date is more that 60 days from date of permit approval, then PERMITIEE must review the permit with the FOOT Maintenance Engineer to make sure no changes have occurred in the Transportation Facility that would affect the permitted construction. 6. The construction and maintenance of such utility shall not interfere with the property and rights of a prior PERMITIEE. 7. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities u o pu i perty pursuant to / this permit shall not operate to create or vest any property right in said holder, except as provided in executea su ordmation and Railroad Utility Agreements. 8. Pursuant to Section 337.403(1 ), Florida Statutes, whenever necessary for the construction, repair, improve e t, rn · en , safe and efficient operation, alteration or relocation of all, or any portion of said Transportation Facility as determined by tlie District Director of Operations, any or all utilities and appurtenances authorized hereunder, shall be immediately removed from said Tr tio Facil · s.et or relocated thereon as required by the District Director of Operations and at the expense of the PERMITIEE, e, but~f!fru~rlf'iights set forth in previously executed subordination and Railroad Utility Agreements. OA 9. It is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOT's construction work, the PERMITTEE will coordinate with the FDOT before proceeding and shall cooperate with the FDOT's contractor to arrange the sequence of work so as not to delay the work of the FDOT's contractor, defend any legal claims of the FDOT's contractor due to delays caused by the PERMIITEE's failure to comply with the approved schedule, and shall comply with all provisions of the law and the FDOT's current Utility Accommodation Manual. The PERMITTEE shall not be responsible for delays beyond its control. 10. In case of non-compliance with FOOTs requirements in effect as of the date this permit is approved by FDOT, this permit is void and the facility will have to be brought into compliance or removed from the right of way at no cost to the FDOT, except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements. This provision shall not limit the authority of the District Director of Operations under Paragraph 8 of this Permit. •; ...... ft',.,,-.: J', . ''( ' ... • • . ,. FORM 710-010-85 UTILITIES OGC • 06196 Page 2 of2 11. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's right, title and interest in the land to be entered upon and used by the PERlvfITTEE, and the PEfilvfiTTEE will, at all times, and to the extent permitted by law, assume all risk of and indemnify, defend, and save harmless the State of Florida and the FDOT from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said PERlvfITTEE of the aforesaid rights and privileges. 12. During construction, all safety regulations of the FDOT shall be observed and the PERlvfITTEE must take measures, including placing and the display of safety devices that may be necessary in order to safely conduct the public through the project area in accordance with the Federal Manual on Uniform Traffic Control Devices, as amended for highways, the requirements of the Standard Application Package for railways, including flagging services and Railroad Protective Insurance, or acceptable alternative, when applicable, and the FDOT's latest Roadway and Traffic Design Standards and Standard Specifications for Road and Bridge Construction, as amended. 13. Should the PERlvITITEE be desirous of keeping its utilities in place and out of service, the PERlvfITTEE, by execution of this permit acknowledges its present and continuing ownership of its utilities located between _________ and _______ _ within the FDOT's right-of-way as set forth above. PERlvfITTEE, at its sole expense, shall promptly remove said out of service utilities whenever District Director of Operations determines said removal is in the public interest. 14. Special instructions:----------------------------------------- It is understood and agreed that commencement by the PERMITIEE is acknowledgment and acceptance of the binding nature of these special instructions. UTILITY PERMIT FINAL INSPECTION REPORT Date: __________ _ Date Work Started: ________________ _ Date Work Completed: ______________ _ Inspected By: ___________________ (District Maintenance Engineer or Designee) Remarks:----------------------------------------------- I the undersigned do hereby CERTIFY that the utillty construction approved by the above numbered permit was installed in accordance with the approved plans made a part of this permit and in accordance with the FDOT's current Utility Accommodation Manual. All plan changes should be approved by the local Maintenance or Resident Engineer and attached to this permit. CC: District Permit Office Permittee Utility Owner: ____________________ _ Title: ________________________ _ Date: ________________________ _ DATE 07/29/97 REFERENCE DESCRIPTION Permit fee fdr bridge project (AlA foot bridge) 301-26-541.6010 $ 100.00 CITY OF CAPE CANAVERAL-CONSOLIDATED FUND SALES TAX EXEMPTION #04-00385-02-15 AMOUNT $100.00 $100.00 Permit No. _________ _ STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT FORM 710-010-85 Ul1LITIES OGC-06/96 Page 1 of2 Section No. ______ _ State Road __ A_l_A ______ County Brevard Permittee -=-~C-=ia.::::t:...1Y-:O::..;f:;;.__C=a~p;.:::e~C~a::.:n~a::::,.v..:...:,,:e_..r .... a..,.l .... -_.P...,1..._1b....,.l...,i...,c-:--'"W...,,o .... r...,k .... s...._-:-:--:--::-:-------------=------------- Address ----'l=..:0""'5'--'P=-o=l k~:.!A~v.:.:e~nu.ut.:.e...:i,L--:>C"""a'"""p"'"'e__,C...,a .... n....,a.._v"'"'e ....... r...,a .... l..._, __..._F .... L...__3._.2 .... 9....,2...,,0,._____ Telephone Number ( 4 0 7) 8 6 8-12 00 Requesting permission from the State of Florida Department of Transportation, hereinafter called the FDOT, to construct, operate and maintain_ A 70 LF Long, 8' Wide Pedestrian Wooden Bridge Over an Existing Ditch East of the SR AlA, Approximately 1/2 mile South of the Intersection of SR AlA and Central Boulevard. FROM: __ N...;_/_A ________________ _ Submitted for the Utility Owner by: John A. Pekar, PE, Vice Typed Name & Title Signature Date FDOT construction is proposed or undeiway. No X Yes D W.P.I. No. _______________________ _ Recommended for approval by: "-'Ja=c=k __ W ______ e __ st .... P_enru-·~ts~A_d~rruru-· -·~st __ ra __ to~r __________________________ _ Typed Name & Title Signature Date Approved by: ___________________________ _ Issue Date ___________ _ District Maintenance Engineer or Designee 1. Permittee declares that prior to filing this application it has determined the location of all existing utilities, both aerial and underground and the accurate locations are shown on the plans. A letter of notification was mailed on N / A to the following utility owners. Refer to Survey Plan · 2. The local Maintenance or Resident Engineer shall be notified forty-eight ( 48) hours prior to starting work and again immediately upon completion of work. The Department's Engineer is R.W. Thompson P.E. , located at Cocoa, Florida Telephone Number (407) 690-3241 . The PERMITTEE's employee responsible for Maintenance of Traffic is Ed Gardulski, Public Works , Telephone Number (407) 868-1240 . (Thisnamemaybeprovidedatthetimeofthe 48 hour notice prior to starting work.) 3. All work, materials, and equipment shall be subject to inspection by the local Maintenance or Resident Engineer and shall meet FDOT standards. 4. All plans and installations shall conform to the requirements of the FDOT's Utility Accommodation Manual in effect as of the date this permit is approved by FOOT, and shall be made a part of this permit. This provision shall not limit the authority of the District Director of Operations under Paragraph 8 of this Permit. 5. This PERMITIEE shall commence actual construction in good faith within __l_0days after issuance of permit, and shall be completed within 4 5 days after permitted work has begun. If the beginning date is more that 60 days from date of permit approval, then PERMITTEE must review the permit with the FOOT Maintenance Engineer to make sure no changes have occurred in the Transportation Facility that would affect the permitted construction. 6. The construction and maintenance of such utility shall not interfere with the property and rights of a prior PERMTITEE. 7. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant to this permit shall not operate to create or vest any property right in said holder, except as provided in executed subordination and Railroad Utility Agreements. 8. Pursuant to Section 337.403(1 ), Florida Statutes, whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said Transportation Facility as determined by the District Director of Operations, any or all utilities and appurtenances authorized hereunder, shall be immediately removed from said Transportation Facility or reset or relocated thereon as required by the District Director of Operations and at the expense of the PERMITTEE, except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements. 9. It is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOT's construction work, the PERMITTEE will coordinate with the FDOT before proceeding and shall cooperate with the FDOT's contractor to arrange the sequence of work so as not to delay the work of the FDOT's contractor, defend any legal claims of the FDOT's contractor due to delays caused by the PERMITTEE's failure to comply with the approved schedule, and shall comply with all provisions of the law and the FDOT's current Utility Accommodation Manual. The PERMITTEE shall not be responsible for delays beyond its control. 10. In case of non-compliance with FDOTs requirements in effect as of the date this permit is approved by FDOT, this permit is void and the facility will have to be brought into compliance or removed from the right of way at no cost to the FDOT, except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements. This provision shall not limit the authority of the District Director of Operations under Paragraph 8 of this Permit. FORM 710-010-85 UTILITIES OGC-06/96 Page 2 of2 11. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's right, title and interest in the land to be entered upon and used by the PERMITTEE, and the PERMITTEE will, at all times, and to the extent permitted by law, assume all risk of and indemnify, defend, and save hannless the State of Florida and the FDOT from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said PERMITTEE of the aforesaid rights and privileges. 12. During construction, all safety regulations of the FDOT shall be observed and the PEIDvfl1TEE must take measures, including placing and the display of safety devices that may be necessary in order to safely conduct the public through the project area in accordance with the Federal Manual on Uniform Traffic Control Devices, as amended for highways, the requirements of the Standard Application Package for railways, including flagging services and Railroad Protective Insurance, or acceptable alternative, when applicable, and the FDOT's latest Roadway and Traffic Design Standards and Standard Specifications for Road and Bridge Construction, as amended. 13. Should the PERMITTEE be desirous of keeping its utilities in place and out of service, the PERMITTEE, by execution of this permit acknowledges its present and continuing ownership of its utilities located between _________ and _______ _ within the FDOT's right-of-way as set forth above. PERMITTEE, at its sole expense, shall promptly remove said out of service utilities whenever District Director of Operations determines said removal is in the public interest. 14. Special instructions:----------------------------------------- It is understood and agreed that commencement by the PERMITTEE is acknowledgment and acceptance of the binding nature of these special instructions. UTILITY PERMIT FINAL INSPECTION REPORT Date: __________ _ Date Work Started: ________________ _ Date Work Completed: ______________ _ Inspected By: ___________________ (District Maintenance Engineer or Designee) Remarks:----------------------------------------------- I the undersigned do hereby CERTIFY that the utillty construction approved by the above numbered permit was installed in accordance with the approved plans made a part of this permit and in accordance with the FDOT's current Utility Accommodation Manual. All plan changes should be approved by the local Maintenance or Resident Engineer and attached to this permit. CC: District Permit Office Permittee Utility Owner: ___________________ _ Title: ________________________ _ Date: ________________________ _ SECTION A Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? JL yes no A. Type of Environmental Resource Permit Requested (check at least one) _x_ Noticed General-include information requested in Section B. Standard General (Single Family Dwelling) -include information requested in Sections C and D. Standard General (all other projects) -include information requested in Sections C and E. __ Individual (Single FamllY Dwelling) -include information requested in Sections C and D. Individual (all other projects) -include information requested in Sections C and E. Conceptual -include information requested in Sections C and E. Mitigation Bank Permit (construction) -include information requested in Sections C and F. ( If the proposed mitigation bank involves the construction of a surface water management system requiring another permit defined above, check the appropriate box and submit the information requested by the --';plicable section. ) · Mitigation Bank ( conceptual) -include information requested in Sections c., and F. Standard General Stormwater -include Information requested in Sections C and H __ Individual Stormwater -include information requested in Sections C and H B. Type of activity for which you are applying (check at least one) Construction and operation of a new system including dredging or filling in, on or over wetlands and other surface waters. X Alteration and operation of an existing system which was not previously permitted by a WMD or DEP. Modification of a system previously permitted by a WMD or DEP. Provide previous permit numbers: _ Alteration and operation of a system _ Extension of permit duration _ Abandonment of a system _ Construction and operation of additional phases of _ Removal of a system a system C. Are you requesting authorization to use State Owned Submerged Lands? _ yes .Jl. no (If yes, include the information requested in Section G.) D. For acHvlfles In, on or over weflands or other surface waters, check type of federal dredge and fill pem:ilt requested: N/ A __ Individual __ Programmatic General __ General Nationwide E. Are you claiming to qualify for an exemption? _ yes no If yes provide rule number If known. _______ _ s::--,,~ NUMBER 40C-4.900(1) Pg 1 of 4 OWNER(S) OF LAND ENTITY TO RECEIVE PERMIT (IF OTHER THAN OWNER) NAME NAME CITY OF CAPE CANAVERAL r\ODRESS ADDRESS 105 POLK AVENUE CITY, STATE, ZIP CITY, STATE, ZJP CAPE CANAVERAL, FL 32920 COMPANY AND TITLE COMPANY AND ITTLE - TELEPHONE ( 407) 868-1200 .TELEPHONE ( ) FAX ( 407) 799-3170 FAX ( ) AGENT AUTHORIZED TO SECURE PERMIT (IF AN CONSULTANT (IF DIFFERENT FROM AGENT) AGENT IS USED) NAME NAME - JOHN A. PEKAR, P.E. COM_PANY AND mLE COMPANY AND ITTLE s· 1t11 • 1 1 ,FR ~rrARMER & ASSOCIATES ADDRESS ADDRESS 8680 N. ATLANTIC AVENUE CITY, STATE, ZIP CITY, STATE, ZIP rwF. l :ANAVt' 1-'l'AT -FL 32920 TELEPHONE (407 ) 783-1320 TELEPHONE ( ) FAX ( 407) 783-7065 FAX ( ) Name of project. including phase if applicable CAPE CANAVERAL PEDESTRIAN BRIDGE Is this application for part of a multi-phase project? _ yes x_no Total applicant-owned area contiguous to the project NLA ac Total project area for which a permit is sought NLA ac Impervious area for which a permit is sought NLA ac What is the total area (metric equivalent for federally funded projects) of work in, on, or over wetfands or other surface waters? N/A acres square feet hectares square meters . If a docking facility, the num~r of proposed new slips Project location (use additional sheets, If needed) County(ies) BREVARD Section(s) 15 Township(s) 2~ sormr Range(s) 37 EAST Section(s) Township(s) Rcinge(s) Land Grant name, if applicable N/A Tax Parcel Identification Number N/A Street address, road, or other location STATE ROAD A1A City, Zip Code if applicable CAPE CANAVERAL i FL 32920 v1 NUMBER 40C-4.900(1) Pg 2 of 4 Describe, in general terms, the proposed project, system or activity. The proposed project consists .of constructing a Timber pedestrian bridge with a length of 70 feet within the FOOT State Road A1A right of way. If there have been any pre-application meetings, including at the project site, with regulatory staff, please list the date(s), locotion(s), and names of key staff and project representatives. 6/24/97, SSA cape Office, Ralph Brown, PE Please identify by number any MSSW /Wetland Resource/ERP/ ACOE permits pending, issued or denied for projects at the location and any related enforcement actions. Agency Date No.\ Type of Application Action Taken(Pending/lssued/Denied) Note:The following Information is required for prolects proposed to occur In. on or over wetlands or other surface waters that need a federal dredge and flll permit and/or authorization to use state owned submerged lands. Please provide the names ,addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant). Please attach a plan view showing the owner's names and adjoining property lines. Attach additional sheets If necessary. N/A 1. -----------------2. ----------------- 3. ________________ _ 4. ________________ _ FORM NUMBER 40C-4.900(1) Pg 3 of4 By signing and submitting this application form, I am applying, or I am applying on behalf of the applicant, for · the permit and any proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this ,lication, and represent that such information is true complete and accurate. I understand this is an 1...,-.,plication and not a permit, and work prior to approval is a violation. I understand that this application and any permit issued or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or. I agree on behalf of my corporation, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity: I understand that knowingly making any false statement or representation in this application is a violation of Section 373.430, F.S., and 18 U.S.C. Section 1001. JOHN A. PEKAR P.E. Typed/Printed Name of Applicant (If no Agent is used) or Agent (If one is so authorized below) -1//JO P'"?J'·?"7 Sig~~~nt/Agent Date VICE PRESIDENI', S'ID'ITLER STARMER & ASSOCIATES (Corporate Title if applicable) AN AGENT MAY SIGN ABOVE ONLY IF THE APPLICANT COMPLETES THE FOLLOWING: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above; and to furnish, on request, supplemental information in support of the application. In addition, I designate and authorize the above-listed agent to bind. me, or my corporation, to perform any requirement v,hic:h may be necessary to procure the permit or authorization indicated above. I understand that knowingly · ing any false statement or representation In this application is a violation of Section 373.430, F.S., and 18 l,,.,.C, Section 1001 . / Typed~ri=~! of Applicant ~~~' ~a::0-'1 7 PUBLIC IDRKS DIRECIDR, CITY OF CAPE CANAVERAL (Corporate Title if applicable) I Please note: The applicant's original signature (not a copy) Is reauired above. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified In this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel to monitor permitted work if a permit is granted. · a.cl~ ED GARDUISKI Typed/Printed Name Signature Date PUBLIC IDRKS DIRECTOR, CITY OF CAPE CANAVERAL ,orate Title If applicable) r-v,~M NUMBER 40C-4.9CX)(l) Pg 4 of 4 :· .. , ~ ~: ' . . ~ . ., ' . ,• ~ .. -,-:~ . ··-- i . r--...._ D4TE REFERENCE DESCRIPTION Olf29/97 Permit fee fo'r bridge project (AlA foot bridge) 301-26-541. 6010 $ 100.00 ~ .. ·-... 1,;..: __ ..,...... ____ c_rr..,v _o,_F-, ~-A; .... _E .... ~_A_NPl_°/J_ER_A_L-... c_oN_s_ou_o_AT_E_D~FU_N_o _____ ~ SALES TAX EXEMPTION #04-003~5--02-15 CITY OF CAPE CANAVERAL P.O. BOX 326 CAPE CANAVERAL, FLORIDA 32920 CONSOLIDATED FUND PAY *****ONE HUNDRED AND 00/100 DOLLARS***** TOTH~ ORDE~oF ST. JOENS · 63-751 631 DATE 07/29/97 AMOUNT $100 .00 $100.00 ARST UNION NATIONAL BANK OF FLORIDA CAPE CANAVERAL, FLORIDA 32920 022493 CHECK NO. 22493 $100.00 " ! HAMMER'S PLASTIC RECYCLING INC . . ·.: . . 10252 IllGHWAY 65 IOWA FALLS, IOWA 50126-8823 Phone: 515-648~5073 Fax: 515-648-507 4 12 January 1997 From: John T. Rietz Executf ve Assistant to the Chairman of the Board Attention: Purchasing Manager; Let us introduce you to our fine line of .. ENVIRONMENT FRIENDLY " 100 % Recycled Plastic Products. Find attached some inform~tlon on our standard product line and this should show you the type and quail ty of work we produce and how we can help your company. Our prod~cts are maintenance free and carry a 25 yeB! limited warranty. Imagine no ~ore maintenance painting, breakage, and repairing of the items we produce. We are one of the orlgina.1 custom molders of 100% Recycled Plastic Parts from thin wall to thick wall, from big parts to small parj:s. We pioneered the industry and hold many of the basic patents in this technology. With the new Management team at Hammer's we are btµ.ldlng better products then ever and will be introducing many new exciting products and services ln the near future. Along with the introduction of our product line we would look forward to have the opportunity to bid on any of your custom molded requirements. We find our costs to build molds are far less then other methods of plastic molding and we can run from a few parts to hundreds of thousands of parts. We would like to show you what our molding can do for your company. If it needs to handle rugged conditions, permanent coloring, not be effected by water, s~ bugs and. _inclement weather and needing strength and the ability to be molded to speclal shapes then let us have a look l:it it. We just might be able to save you time, money and give you a much better part. Our standard product l..fne offers the finest quality at very competitive prices and we hope we can be_ of immediate service to you. We stand ready to assist you 1n anyway possible· and hope you will find our excellent products and services can help make money for your company. Thanks for your kind consideration and can we help you now? Environmentally yours, HAMMER'S PLASTIC RECYCLING, INC. • t ~ . ••• ·-.. t -·-. -----· - -,. __ , ...... ___ ,_ ........... _ _. ·-~-........................... _ .... ___,.,J '---..,,· ..... "-. • .,,,,. _.....__. ~" Price l-1ist EFFECTIVE 03101/91 PAR r II GRAY PART II BROWN i7508 7515 . j7509 -··. J514 PART II CEDAR WEIGHT 7497 i 190 LBS. !7496-·-:{ss LBS . NfT PRlCE i7504 7522 I ··--·--··--··· . .7492 : 125 LBS. $156.25 -;is·o6 -:74~h -. ; 110 LBS., ·ffs6.2s· n· HI-BACK BENC~1 W/Black Plastic Legs 15' H\~BACK BENCt{W/Black Plastic Le-gs---.7-482 :74(~5 :7489 ; 170 LBS. 77488 ~ 155 LBS. '.7487 ) 140 LBS . . .. [4· H!-BACK .. B.E}JCh W181a·cf·r1a"s°tTc·Legs ii~faT---·,7484 ·~co-1.oREo u:c,··~~--~ .. "on s10 (>] 'fts··~JEr-·PR1cE · ··--····--·· I I ------ 1 ..... --·-··· . I· 1 · 32-GALLON ROUND ~ -.. ' ' -. . 7650 ! 7655 I ·--~---···· I ,OPTIONAL l..iNER WILID • ..•. • ... -------·. )0-GALLO~ ~OUND :1s10 :1e10 :7670 . .,..---·· ····· I ;7660 :7665 . . ,----···--i . CiPT IONAL LINER WiLID :7671 7671 '.7671 -... ··-·-·. --! -----· ,7688 •All prices F .O .B , Plant of Manufacture. •Payment terms 1 ~10 10/Net 30 Days with apprnvt~1 credit, *Freight chai~Jec; an: collP.c~ or 3rd party bill. ·A1t 1urnt,er sizes arr=-· nom:, :,11 and weiohts are aprroximctte . ·~,11 S1/e~ we:yhls, ctllll U'·· . ,nHy .,-~ry sli{Jt1tly pflr run. 2.5"' 1/wr. 65, Iowa F't11/s, IA SIJT 26-X823 (S '5) 6 5073 Fax: (5 I 5) 648-5074 Sales: J-800-338-1438 7 LBS. 10 LBS • ,=: • :·~ . $30.25 PL97F '-----~------·--····-··-------. ·-·---------·--·· -·---·----------- vo·d d8t7:vo L.6-0Z-At?W ~I ·5 od Jo HAMMER'S PLASTIC RECYCLING Price List I 15 EFFECTIVE 01/01/97 PART I PART I PART I COLOR BLACK GRAY BROWN BLACK WEIGHT NET PRICE NET PRICE RNITURE PROFILES : .. ·FL 1~•-HI-BACK LEG (h) ,E-7329 7328 7330 25 LBS. $28.75 $25.00 SURFACE MOUNT LEG {I) 7331 7342 7330.1 12 LBS. $14.40 $11.90 ~ ·-·· ----J SURFACE MOUNT LEG {n) 7337.3 7337.1 7337.2 12 LBS. $14.90 $11.90 111,r ,,. u,, •. ') I STAKE MOUNT LEG (T) 7333 7343 7344 STEP THAU TABLE LEG 7673.5 7675.5 STE_P OVER TABLE LEG 7673 7674 7675 lli YOUTH TABLE LEG 7570 -YELLOW 7575 RISER BLOCK 7668 7667 7669 *All prices F.0.8. Plant of Manufacture. • All lumber sizes are nominal and weights are approximate. *All sizes, weights, and colors may vary slightly per run. \)[5!} c:::.. \ Q,, 1-1 cun rn d s ~ 10252 Hwy. 65, Iowa Falls, IA 50126-8823 (515) 648-5073 Fax: (515) 648--5074\ Sales: 1-800-338-1438 24 LBS. $27.50 $23.75 61 LBS. $64.00 $53.45 . 70 LBS. $73.75 $61.25 30 LBS. $31.50 $26.25 3 LBS. $3. 7S $3.00 PL-97FP STATE OF FLOR.IDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT ·------------... - PermitNo. 5-70K-0042-97 SectionNo. 70080 StateRoad_Al_A _____ _ Permittee City of Cape cariaveral -Public "Works Address 105 Polk Avenue cape canaveral, FL 32920 Telephone Number (407) 868-1240 Requesting permission from the State of Florida Department of Transportation, hereinafter called the FDOT, to construct, operate and maintain_ landscaping, concrete sidewalk, and benches located adjacent to the existing pedestrian bidge approximately½ mile south of the intersection of SR AlA and Central Boulevard. FROM: ----=--''-'--=---P---11r;a...;•;._'i-:2.--\'--------------TO:-------=-----=-------- Project Engineer ~----""""'-____;;;{_Q;;;.._' ~'--~U,:__;(r...:..l_,.;._(_-,_?..:,__ Submitted for the Utility Owner by: Andy Kirbach,P.E. Typed Name; & Title Signature Date FDOT construction is proposed or underway. No D Yes ~.P.I. No. tt------------------------ Recommended for approval by: -~ UE ~97 Date Issue Date __ D_E_C_l __ 19_97 __ _ 1. Permittee declares that prior to filing this applicatipn it has determined the location of all existing utilities, both aerial and underground and the accurate locations are shown on the plans. A letter of notification was mailed on N/A to the following utility owners. 2. The local Maintenance or Resident Engineer shall be notified forty-eight ( 48) hours prior to starting work and again immediately upon completion of work. The Department's Engineer is R.W. Thompson P.E. , located at Cocoa Florida , Tele_phone Number. (407) 690.-3241 . The PERMITIEE's employee responsible for Maintenance of Traffic is Ed Gardulski, Public Works, Telephone Number (407) 868-1240 . (Thisnamemaybeprovidedatthetimeofthe 48 hour notice prior to starting work.) 3. All work, materials, and equipment shall be subject to inspection by the local Maintenance or Resident Engineer and shall meet FOOT standards. 1 4. All plans and installations shall conform to the requirements of the FDOT's Utility Accommodation Manual in effect as of the date this permit is approved by FOOT, and shall be made a part of this permit. This provision shall not limit the authority of the District Director of Operations under Paragraph 8 of this Permit. 5. This PERMITIBE shall commence actual construction in good faith within _Q_ days after issuance of permit, and shall be completed within _3_0days after permitted work has begun. If the beginning date is more that 60 days from date of permit approval, then PER1v1ITTEE must review the permit with the FOOT Maintenance Engineer to make sure no changes have occurred in the Transportation Facility that would affect the permitted construction. , 6. The construction and maintenance of such utility $hall not interfere with the property and rights of a prior PER1v1ITTEE. 7. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant to ~s permit shall not operate to create or vest any property right in said holder, except as provided in executed subordination and Railroad Utility Agreements. 8. Pursuant to Section 337.403(1 ), Florida Statutes, whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said Transportation Facility as determined by the District Director of Operations, any or all utilities and appurtenances authorized hereunder, shall be immediately removed from said Transportation Facility or reset or relocated thereon as required by the District Director of Operations and at the expense of the PER1v1ITTEE, except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements. 9. It is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOT's construction work, the PERMITIEE will coordinate with the FOOT before proceeding and shall cooperate with the FDOT's contractor to arrange the sequence of work so as not to delay the work of the FDOT's contractor, defend any legal claims of the FDOT's contractor due to delays caused by the PERMITTEE's failure to comply with the approved schedule, and shall comply with all provisions of the law and the FDOT's current Utility Accommodation Manual. The PERMITTEE shall not be responsible for delays beyond its control. 10. In case of non-compliance with FOOT's requirements in effect as of the date this permit is approved by FOOT, this permit is void and the facility wj.ll have to be brought into compliance or removed from the right of way at no cost to the FOOT, except for reimburse ent rights set forth in previously executed subordination and Railroad Utility Agreements. This provision shall not limit the authority oftHe istrict Director of Operations under Paragraph 8 of this Permit. 1_,., I°. OF TRANS. COCOA .. FORM 710-010-85 lITILITIES OGC-06/96 Page 2 of2 11. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's right, title and interest in the land to be entered upon and used by the PER1vfiTTEE, and the PER1vfiTTEE will, at all times, and to the extent pennitted by law, assume all risk of and indemnify, defend, and save harmless the State of Florida and the FDOT from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said PER1v1ITTEE of the aforesaid rights and privileges. 12. During construction, all safety regulations of the FDOT shall be observed and the PER.WITEE must take measures, including placing and the display of safety devices that may be necessary in order to safely conduct the public through the project area in accordance with the Federal Manual on Uniform Traffic Control Devices, as amended for highways, the requirements of the Standard Application Package for railways, including flagging services and Railroad Protective Insurance, or acceptable alternative, when applicable, and the FDOT's latest Roadway and Traffic Design Standards and Standard Specifications for Road and Bridge Construction, as amended. 13 . Should the PER.WITEE be desirous of keeping its utilities in place and out of service, the PER.WITEE, by execution of this permit acknowledges its present and continuing ownership of its utilities located between _________ and _______ _ within the FDOT's right-of-way as set forth above. PER1vfiTTEE, at its sole expense, shall promptly remove said out of service utilities whenever District Director of Operations determines said removal is in the public interest. 14. Special instructions:----------------------------------------- It is understood and agreed that commencement by the PERMITTEE is acknowledgment and acceptance of the binding nature of these special instructions. UTILITY PERMIT FINAL INSPECTION REPORT Date: __________ _ 0 Date Work Started: _______________ _ Date Work Completed: ______________ _ l I. fuspected By: __________________ (District Maintenance Engineer or Designee) Remarks:----------------------------------------------- I the undersigned do hereby CERTIFY that the utility construction approved by the above numbered pennit was installed in accordance with the approved plans made a part ofthis pennit and in accordance with the FDOT's current Utility Accommodation Manual. All plan changes should be approved by the local Maintenance or Resident Engineer and attached to this permit. CC: District Permit Office Permittee Utility Owner: _____________________ _ Title:-------------.-------------- Date: ________________________ _ @ • ., .1 1 \ l l\ l / 1 .; • l i t .., t· •• ,, ; December 17, 1997 Mr. R.W. Thompson, P.E. Maintenance Engineer Florida Department of Transportation 555 Camp Road Cocoa, FL 32927 RE: Permit No. 5-70K-0042-97 Landscaping, Concrete Sidewalk and Benches, Section 70080, SR A1A SSA Job No. 97037 Dear Mr. Thompson: Uc. fMC0003:.'9 Lie. IEB000071i2 Lie_ IU!OOOl.l700 SSA is in receipt of your letter dated December 15, 1997 regarding the above referenced pennit application. We offer the following comments to your letter: 1. The plants will be relocated to follow the sidewalk edge as shown on the revised sketch provided by your office. This will allow for maintenance access for the guardrail. 2. A revised plant schedule is attached. Pint! bark mulch will be utiHzed for th~ project. We hope that our responses satisfies your concerns. If you have any additional qusstions or comments please do not hesitate to contact our office. Sincerely, STOTTLER STAGG & ASSOCIATES ARCHITECTS, ENGINEERS, PLANNERS, INC. Andy Kirbach, PE Project Engineer cc: Mr. Ed Gardulski, City of Cape Canaveral ~R STAGG & AS.SOCiATES 6€cO ·~ort:i kl • -••-~-· ;,~::ic: Avi:nut: ?. 0 . R,w 1:-,.1,1 ARCHITECTS • ENGINEERS• PI.Ai'INERS, INC. ---~&.:/~ . .,_..,-°". '4 -~·)t{~:--.· :~~:Thil~iw¥f ¥11~1~~~1tIJ~iii!\;[;l\f ;;~ii'.1t: ~ -) .-;f P-'1/ ~~ ). ...... ··•. •• • • • ... . ·-=-=-.. I --( '-=.:_r •.•• H" {. .. .:rrr') • . ·.· .. :. .-._:::~~:~:/i:~::·/:•±:-~rj~~~~;~J~·:.:.·'ff[:.?·~·~•:·~•:~·:~:·::.~~:·: ~:•:·~:~:\·-~:·~·--1-------Ct:-----• ···········,··fcot•;·f.· ............... -;; : .............................. :·. ~ I••·;::-:• ... :•~-: ---{ ~ . ·~ } \ .. '. B/~ilJ6E : I ' > ....... :··-:, '/' Ki-&A~~ /J~M~/rl Rt: ~~4,,EiJ ,1l..rt !)T✓t:,. qr:,-z Ttf P, 71 I j I _) l ·f l -) j "----·J ,,_) ) . • .. ;··· ..... .. ' : c,oc.colab.._ o"'i .f.ero.. 5~ G~e_ c.v Co"'>c~ f us CO:f;l-oS -C. £ s~· l-.1e..r b oifcrl~ aJ .Co..1 tis~orr, rid!lirfoS -CJ~ Bot-! I e. braJ.5 ~ Tr~e.fo 5ptrn-tlllfl osla.-liUJ~ -l J' D-Stni ..-.a rn,"; tnurn Co.r-01;...,; Q. jo..l"-ll\U""~ CJ" Ca.rcti...... )l.flo "-> Julf\ i ne.. le"; cero. , \°:fo"i ~-. LJ :T ~e.~ hol\aysuc.l~le,. Loni~ S~pa.r.,;rons-LS · C oroJ hone.y .s uc..l!le.. ~IJcrcuS Vi,zj i":o.n~ °' V _ Live.. o'-'-K · t::: r < .n.,, ,,., .. ., ..... \.oC • \.oC: • -.J -N 0C ] t' t I ,I ( •· Cape Canaveral Pedestrian Bridge Plant Schedule Revised December 17,1997 KEY QTY. SCIENTIFIC NAME COMMON NAME cu 10 Coccoloba Uvlfera Sea Grape CE 8 Conocarpus Erectus Sliver Bottonwood CR 4 Callistemorn Ridgidus Bottle brush TA 6 Trachelosperum Asiaticum Jasmine Minimum CJ 4 Carolina Jasmine Carolina Yellow Jasmine LJ 3 ~onicera Japonica Japanese Honeysuckle LS 2 Lonicera Sempervirons Coral Honeysuckl~ av 1 Quercus Virginiana Live Oak NOTE: All plant beds shall be mulched with a 3'' layer of pine bark mulch. Information provided by the City of Cape Canaveral Uc. f.Mtm:n29 lJe. fl!B00001S2 Uc. ll.lMXU$1t'D SIZE1 SPACING ·.3 gal., 2.5 ft. O.C. 3 gal., 2.5 ft. O.C. 3 gal., 2.5 ft. O.C. 1 gal., 2.5 ft_ O.C. 1 gal., 2.5 ft. 0.C. 1 gal., 2.5 ft. O .C. 1 gal., 2.5 ft. O.C. 30 gal. RECE \VED OEC 1 0 -c,17 uir 1. uF 1 :\i'\1,1s. COCOA STOTI1ER STAGG & ASSOCIATES ARC8ITECT3 • ENGINEERS • PL'\.~NE~. JNC. ---. I , VV't ·•--- March 3, 1998 Jack West Permit Administrator State of Florida Department of Transportation 555 Camp Road Cocoa, FL 32927 RE: Cape Canaveral Pedestrian Bridge Permit No. 5-70K-0025-97 Dear Jack: Lie. #MC000329 Lie. IEB0000762 Lie. ll.B0006700 SSA has performed a final inspection of the Timber Pedestrian Bridge on January 27, 1998 with FDOT staff and Ed Gardulski, Public Works Director, City of Cape Canaveral. It is noted that the bridge has been constructed in substantial compliance with the Construction Drawings prepared by SSA and approved by the District. If you have any questions or comments please call. Sincerely, Stottrer Stagg & Associates Architects, Engineers, Planners, Inc. d1¢7!& Vice President cc: Ed Gardulski, City of Cape Canaveral STOTfLER STAGG & ASSOCIATES ARCHITECTS • ENGINEERS• PIANNERS, INC. Fax 407 783-7065 DEPARTMENT OF TRANSPORTATION lAWl'Ol'I CHILES GOVEMOR THOMM F. BA.JlRt: Jr. 5 5 5 Camp Road Cocoa, Florida 32927 December 15, 1997 Mr. Andy Kirbach, P .E. Project Engineer City of Cape Canaveral P.O. Box 326 Cape Canaveral, Florida 32920 RE: Permit #5-70K-0042-97 Landscaping, Concrete Sidewalk and Benches SR-AlA Section 70080 Dear Mr. Kirbach, Local Maintenance Unit and our District Office has reviewed the above referenced permit. The following items need to be addr·essed before approval. 1. Offset plants far enough from back of guardrail to allow maintenance. Index # 545 states 5'. Plants should be arranged per the attached sketch. 2. Cypress mulch is prohibited by 14-40, FAC. Acceptable mulch such as pine bark, eucalyptus, hardwood pallet mulch, etc. can be used. Revise plant sketch sheet. If you have any questions, please contact Jack West or Leland Smith at 690-3241. Sincerely, R. W. Thompson, P Maintenance Engineer RWT:wj attachments S!CRETAKY Cape Canaveral Pedestrian Bridge Plant Schedule Uc. tAA0>00329 Lie. tEB0000762 November 14, 1997 Lie. tl.B0006700 KEY QTY. SCIENTIFIC NAME COMMON NAME SIZE, SPACING cu 10 Coccoloba Uvifera Sea Grape 3 gal., 2.5 ft. o.c. CE 8 Conocarpus Erectus Silv(H Bottonwood 3 gal., 2.5 ft. o.c. CR 4 Callisternom Ridgidus Bomebrush 3 gal., 2.5 ft. O.C. TA 6 Trachelosperum Asiaticum Jasmine Minimum 1 gal., 2.5 ft. o.c. CJ 4 Carolina Jasmine Caro.ina Yellow Jasmine 1 gal., 2.5 ft. O.C. LJ 3 Lonicera Japonica Japa :1ese Honeysuckle 1 gal., 2.5 ft. O.C. LS 2 Lonicera Sempervirons Corn I Honeysuckle 1 gal., 2.5 ft. O.C. av 1 Quercus Virginiana LivEi C)ak 30 gal. NOTE: 1 . / _A1~2 All plant beds shall be mulched with a 3 .. layer of cypress mulch Inf ormatlon provided by the City of Cape Canaveral STOT1LER SfAGG & ASSOCIATES ARCHITECTS • ENGINEERS • PI.ANNERS, INC. 8680 North Atlantic Avenue P. 0. Box 1630 Cape CanaveraJ, Florida 32920 Tel 407 783 1320 Fax 407 783-7065 t1 ... :. f -\} -! ~- • ....... , - .·. --, .·· ) ~i1/ ------Ct:----• ·•~ ) ... ·: l . ; .· -~ {3/~ i f)c,.E I.. !r},,J ~ .5 C/-JP E p,t_~,,J •: :· i 7 y p. B ~ r # 1:_, l)" , .: Coc.c.olobQ,. uvi ~ -c. U Se.o.. G~e Col'\o c.OJ-p "s ere.,c. +us -C. £ s,·tve..r bo-+fcr,wcoJ ·~-iii ~+e:-:,0,.,... r-i cl3idvS -C.R Bo'H ,~ brt.1s~ Tr-~e./o,spe.,-rncJm osic:d-i'c..ul"rl -·· ~o..sl"r\;l"'IQ. f'Y'\in;murn C~o 1;"; Q. jo...5~i I\Uf"T\ -c..J Co.ro1;"'._ yt-llo~ JoJfl'\-;ne. Lo" i c:ero. 1 ,o.pof\i~-LJ . :;~~SQ; ho"er.su<:.l(le. Lon; cero.. S em f:::':V; ron s -LS Coro.} hone.I .svc.~le.. °'ucrcus VirJin:o.ri~ °' V Live Oo..K ' December 17, 1997 1 Mr. R.W. Thompsor, P.E. Maintenance Engineer Florida Department of Transportation 555 Camp Road ' Cocoa, FL 32927 RE: Pennit No. 5-70K-0042-97 Landscaping, Concrete Sidewalk and Benches, Section 70080, SR A1A SSA Job: No. 97037 Dear Mr. Thompson: Lie. #MC000329 Lie. #EB0000762 Lie. #l..80006700 SSA is in receipt of:your letter dated December 15, 1997 regarding the above referenced permit application. We offer the following comments to your letter: 1. The plants will be relocated to follow the sidewalk edge as shown on the revised sketch provided by your office. This will allow for maintenance access for the guardrail. i 2. A revised plant schedule is attached. Pine bark mulch will be utilized for the project. I We hope that our responses satisfies your concerns. If you have any additional questions or comments please do not hesitate to contact our office. Sincerely, STOTTLER STAGG & ASSOCIATES ARCHITECTS, ENGINEERS, PLANNERS, INC. Andy Kirbach, PE Project Engineer cc: Mr. Ed Gardulskii City of Cape Canaveral SI'OTfLER SI'AGG & ASSOCIATES ARCHITECTS • ENGINEERS• PIANNERS, INC. 8680 North Atlantic Avenue P. 0. Box 1630 Cape Canaveral, F1orida 32920 Tel 407 783 1320 Fax 407 783-7065 c:\wilwofd\9703N-raifdotlandscape.doc ·Great To WOik For ... Greater To Work With· Doi ~ .. e,-w · ... , --.•· ------~.a ~~\: --. . ~~--/:·:· -~ . . . ~l¼it~{tniEliiillil)~lfil,i.lii!IIIiiiiv : ................ --·· .... •---r,~r . t.···~)-•··· .-·. ... ·. ·::'.: .::_.: ··~ ) .... ·: l .; .• -~ {3/~ iD6E ~ : I 7UP~ B~T# /f.,..J/H, --Q:-:-- . i: _,, ..... C.OC.c.olob~ uvi fero.. -C. U Seo.. G-~e. Col\.o co..r p '-'S erec. +us -C. £ s,· tve..r b o-+loa, wooJ .Co...J ,,·s-1-em 0 N') ti cl:,idus -C..R Bo-HI Q. bros~ T ,-o..c.l-do .Spe.r fhtl m OS i cd-.·c..u tr\ -·1 ;jo..5M;'iQ. r-nin1rnum Co.ro1;,..j o.. jo...31\,,.il\ul"'f\-c.._:r woli"._ ~t.lloi.., JoJ~i ne. Lo" i ce.ro. '\°:fOr\j~ .. LJ · :r0fo-"4a.~ ho"ay.su~l(le. Lon; cero... SernF::':11;r0n5-LS CoroJ hone.y .suc..~la. C\ucrcus Virz;in:0-l)g_-°' v Live.. o~K :cape Canaveral Pedestrian Bridge Plant Schedule Revised December 17, 1997 KEY QTY. SCIENTIFIC NAME COMMON NAME cu 10 Coccoloba Uvifera Sea Grape CE 8 Conocarpus Erectus Silver Bottonwood CR 4 Callistempm Ridgidus Bottle brush TA 6 Trachelo~perum Asiaticum Jasmine Minimum CJ 4 Carolina Jasmine Carolina Yellow Jasmine LJ 3 Lonicera Japonica Japanese Honeysuckle I LS 2 Lonicera Sempervirons Coral Honeysuckle ! QV 1 Quercus Yirginiana Live Oak NOTE: All plant beds shall be mulched with a 3" layer of pine bark mulch. Information provided by the City of Cape Canaveral Lie. #MC000329 Lie. #EB0000762 Lie. #I.80006700 SIZE, SPACING 3 gal., 2.5 ft. O.C. 3 gal., 2.5 ft. O.C. 3 gal., 2.5 ft. O.C. 1 gal., 2.5 ft. O.C. 1 gal., 2.5 ft. O.C. 1 gal., 2.5 ft. O.C. 1 gal., 2.5 ft. O.C. 30 gal. STOTfLER STAGG :& ASSOCIATES ARCffiTECTS • ENGINEERS• PIANNERS, INC. 8680 North Atlantic Avenue P. 0 . Box 1630 Cape Canaveral, Florida 32920 Tel 407 783 1320 Fax 407 783-7065 FLORIDA DEPARTMENT OF TRANSPORTATION LAWTON CIIlLES GOVERNOR 719 South Woodland Boulevard DeLand, Florida 32720 May 29, 1997 Honorable John Porter Mayor -City of Cape Canaveral Post Office Box 3 26 Cape Canaveral, Florida 3 2920-03 26 Dear Mayor Porter: BEN G. WATTS SECRETARY Thank you for your recent letter regarding the City's willingness to proceed with construction of a pedestrian/bike facility over Canaveral Creek. The Department will program a reimbursement for this work to the City in the amount of $60,000. The reimbursement will be programmed in our fiscal year 2001/2002. As we build our new Five Year Work Program this fall, we will attempt to advance the reimbursement to an earlier year if at all possible. As we discussed by telephone previously, please coordinate review and permitting of the project with Jack West in our Cocoa Maintenance office. Mr. West may be reached at 690-3241. Ms. Carolyn !smart will contact you regarding a written agreement for the reimbursement. We look forward to working with the City on this project. NMH:lb cc: Jack West Carolyn Ismart Sincerely, ~"1hl~~ Nancy M. Houston · District Secretary District Five CON.DITIONS -READ CAREFULLY t :... The_ right is_ reserved to cancel this order if not filled within the contract time, if spec_ified . . 2 -The conditions !)f'this order are not to be modified by any verbal understanding. '3.-Acceptance of this order includes Acceptance of all terms, prices, delivery instructions, . specifications and conditions stated. . 4-INVOICES AND PACKAGES MUST BEAR THIS ORDER NUMBER . . 5 -THE CITY ASSUMES NO RESPONSIBILITY FOR GOODS DELIVERED WITHOUT THE AUTHORITY OF A PROPERL '{ EXECUTED PURCHASE ORDER. 6 -PLEASE FORWARD ALL INV.OICES TO ORDERING DEPARTMENT. 7832 19 C/7 CHARGE TO JOB Jo/-2~-5L/l l,010 PRICED BY EXTENDED BY // lll 15 7?J. (2/-1 /o/lJ/97 Mect,in'g Type: Special Meeting Date: 08-15-97 AGENDA Hcadin1 Considerations Item 1 No. AGENDA REPORT CITY COUNCIL OF TIIE CITY OF CAPE CANAVERAL , ... __ ... ., . ~ ... -,-~ 1 --\ j' I '\,, I , •u . , I '·-·•1 1 l I \......... r· ·-·, .. ·: 1 J 1 1\\ '1 'L ~ \ BID AWARD -TIMBER PEDESTRIAN BRIDGE i\)t..L. ... d ........ J ,...1...., . -\\ \ SUBJECT: DEPT./DMSION: I !L f I f . 1 • • • ·i ~-, 1' jlf/ \ \ \ ,·, ,, ·,_.;, 1 ~-n ..... • .. 11 t !'I · · · :,1 · i .\ ___ J u i : ·_; ; __ ~·> :-r :·\\ 1 r; 1..:: ·,t.._j STREETS/PUBLIC WORKS -Requested Action: .... ~ .. ~ . ' ..... ' . -.. . . . . .. ~· .. That the City Council award the timber pedestrian bridge to Custom Docks in the amount of $21,300. Swnmary Explanation & Background: The construction of the bridge will proceed within 30 days of bid award and receipt of permits from FDOT and St. Johns River Water Management District. I recommend approval. Exhibits Attached: Public Works Director's memo of 08-15-97 City Manager's Office Department STREETS/PUBLIC WORKS .,, ... (_ DATE: TIME: PLACE: City of Cape Canaveral, Florida RESULTS OF BID OPENING August 11, 1997 10:00 a.m./2:00 p.m. 111 Polk Ave. ---------------- ITEl\.i(S) FOR WHICH BIDS WERE RECEIVED: TIMBER PEDESTRIAN BRIDGE COMPANY CITY &STATE Doug Wilson 6113 N. Atlantic Ave. Cape Canaveral 32920 Dune Erosion Control P.O. Box 821 Cocoa Beach, FL 32920 Custom Docks 1900 S. Atlantic Ave Cocoa Beach, FL 32926 BID AWARDED TO: -------- APPROVED BY: ---------- DATE: d:\citycl ~ l\cityclk\bids\rsltfnn.doc ,. AMOUNT No Bid $24,000 $900 Option A $24,900 TOTAL $20,900 $400 Option A $21,300 TOTAL LASSITER-WARE i LASSITER-WARE INSURANCE OF ORANGE/SEMINOLE tNc PO BOX 940159 t MAITLAND i FL 3:::1794-0159 CUSTOM DOCICS ~NE CONTRACTORS, INC~ 1900 SOUTH ATLMriiC AVE COCOA BEACH . FL 32931 TO 14077993170 P.01 DAT&~ 08 14 97 THIS CQTIFICATE JS · lSSOED AS A MATJ'O OFINFORMA110N ONLY AND CONFEU NO RIGHTS tJl'ON TBE CEll'l'D'1CAT2 BOLDER. TJIIS CF.llllHCA.'IS DOES NOT .AMEND, JCX"tEN1X>R ALTER TllE COVJOUGE AnOllDED BY 'DIE .POUCIE9IELOW. COMPANIES A11."0aDING COVD..W& u l s P & G i I I. lMPJ:0119741300 I 11/01/96 1.1/!O1/97 1-!GEN&AL~~~-Mi~~~·m~t1i~m~-1,.'!!l~0~0~0~0~0~0-1 '8.0000J'l-~AOG f2 000 000 Wl'0MOIIIU LUMLtrY X MYAUl'O AILCJMmD.wrol ..,.,,...., .wros ){ lllm)MJl'Ot K'. N0t+OWMIDAVIU UIDUIJ.A~ on1Ba.1'1Wf INJHT J ,\ fQD,( 1NCL BXct. 1MP3?119741300 11/01/96 11/pl/97 i ! ' EACROCCOS.U!NC11 s1 000 000 500,000 * • I I ~~ s ' j. I• '11()1( o, Ol'UA'l'IOMIILOCA~ rrQG I ! . RTIF:ICATE HOLDER J:S AO:Pl:TXONAL I:NSUREO EXCEPT WORKERS COMPENSATION X: 407-799-3170 !AND 407-784-1859 I i I i CITY OF CAPE CANA~ ATTN: SANDY CITY jCLERK 105 POLK AVE ' CA'Pl CANA'lt:BAL Fl... 32920 SHOULD ANY O'I 'IV& ~ Dl!8aUIPl"I) l'OUCU.: :n ~1:D Ml'OIUC TU l : DPIL\TJOH DATS ~• TQS .IMUINC: COMPAlff Wit.I. JQClltAVOlt T4KAU. .3Jl_ DA'n WJtrITaN N0Tla TOTRI: aarnJ'ICAD DoU>Q NAMD TO TllmT, ; I SUT rAII.llU. TO M.t.n, sucu 'Mlnte&•9BAU. IMl'(la9 "° OIILl(1NnON Aa.I•---~ ~ ' 1'1:98. ~ ~~~ 08/13/97 17:16 J: I· SG E i· I ,· TX/RX N0.1193 TOTAL P.01 P .001 • MEMORANDUM TO: Bennett C. Boucher City Manager FROM: Ed Gardulskid Public Works~rector DATE: August 12, 1997 SUB,JECT: City Council Agenda Item for August 15, 1997 Bid Award for Bri~ge Project The City of Cape Canaveral ~equest for bids for the construction of a Timber Pedestrian Bridge across a sixty (60+) · MOL foot wide drainage ditch. Bridge area will be constructed on the east side of AlA located at the FOOT highway Box Culvert. Construction of bridge is to be completed 30 days after bid award. Construction drawings and specification were available at City Hall. The City received two (2) bids. Attached is tabulated results from each company. Low bidder for the bridge construction and for option "A" was Custom Docks. The Bid price for basic bridge: $20,900, Option "A" additional $qQQ, Total price with Option "A" $21,300. The City Clerk has verified that Custom Docks meets the necessary bidding requirements. The City Council needs to determine the construction of the bridge with or without option 11 1\11 , approve the appropriate funding and award the contract. Please note that the time for the bid opening was advertised for 10:00 AM and that the bid documentation received by Dune Erosion Control, the second bidder, stated the time for the bid opening to be at 2:00 PM. Hence, all parties 0.greed, acting in good faith, to allow a second bid opening at 2:00 PM. Attachment cc: Sandy Sims, CMC File P.01 OCT-06-97 11 !26 AM custom Docks, Inc. 1900 So. Atlantic Ave. Cocoa Beach, Florida 3293 l DA TE: October 6, 1997 FAX: 799-4980 TO: Ed Gardulski FROM: Caro] Turcotte Head of Public Works RE: Changes to Pedestrian Bridge Comments: -'~1o, I C) /~ D t;:· G I"- TOTAL PAGES INCLUDING THIS COVER SHEET 2- RETURN FAX: 407/784-1859 RETURN PHONE: 407/783-5920 - OCT-e~:91 Jl&i.ilr. •.. 11 :2 .!. AM CUSTOM DOCKS MARINE CONTRACTORS, INC. 1900 South Atlantic Avenue Cocoa Beach, Florida 32931 Phone: 407'783-5920 October 6, 1997 City of Cape Canaveral 105 Polk Avenue Cape Canaveral, Ff 32720 Attn: Ed Gardulski Head of Public Works Dear Mr. Gardulski: P .8 2 Please find below change order items as required by the Dept of Transportation on the Pedestrian Bridge we are contracted to build under purchase order #12089 for the City of Cape Canaveral. 1. 4 extra rows of stringers on complete length of project. 2. •xM Bracing and bolts as per drawing modification. 3. 4' Splices with 3 bolts each side. 4. 2• x 12" Top rail. 5. All underdeck structural lumber shall be ·select structural grade'. Complete cost increase to original contract shall be $3.490.00. Please call me should you have any questions. ,. .tfAMMER'S PLASTIC RECYCLING INC . . 10252 IDGHWAY 65 IOWA FALLS, IOWA 50126-8823 Phone: 515-648~5073 Fax: 515-648-507 4 12 January 1997 Attention: Purchasing Manager; From: John T. Rietz Executive Assistant to the Chairman ot the Board Let us introduce you to our fine line of "ENVIRONMENT FRIENDLY " 100 % Recycled Plastic Products. Find attached some information on our standard product line and this should show you the type and quail ty of work we produce and how we can help your company. Our products are maintenance free and carry a 25 year limited warranty. Imagine no more maintenance painting. breakage, and repairing of the items we produce. We are one of the orlginal custom molders of 100% Recycled Plastic Parts from thin wall to thick wall, from big parts to small parts. We pioneered the industry and hold many of the basic patents in this technology. With the new Management team at Hammer's we are building better products then ever and will be introducing many new exciting products and services in the near future. Along with the introduction of our product line we would look forward to have the opportunity to bid on any of your custom molded requirements. We find our costs to build molds are far less then other methods of plastic molding and we can nm from a few parts to hundreds of thousands of parts. We would like to show you what our molding can do for your company. If it needs to handle rugged conditions, permanent coloring, not be effected by water, sun, bugs and inclement weather and needing strength and the abillty to be molded to special shapes then let us have a look at it. We just might be able to save you time, money and give you a much better part. Our standard product line offers the finest quality at very competitive prices and we hope we can be of immediate service to you. We stand ready to assist you in anyway possible and hope you will find our excellent products and services can help make money for your company. Thanks for your kind consideration and can we help you now? Environmentally yours, HAMMER'S PLASTIC RECYCLING, INC. ,._.._...,.....,._;;.;,·.'J.J Price l_.Jist EFFECTIVE 03.101 /97 PARr U GRAY PART It BROWN PART# CEDAR WEIOtiT NET PRICE : 6' Ft__J.; 1 iJ E NCH -ST AKE MOU NT ·--i ·-_6' FL.AT BENCH -SUR}=ACE -tv10UNT .. -:--:~-•-c LAT BENCH -StA-KE MOUNT . ,,_/_~_98 ______ 1_7515 I 7 ~97 -___ _j_~_9.q -~BSi $212.~0 17509 :7514 i 7~~? ______ :_ 1_65 LBS. $212_.~-~ 17504 7522 -7492 : 125 LBS $156.25 ---~is·o6 : 1s16 -~491 .. · ; 110 Lss .. ·rrss.2s· .:t:•1~1fl~t.,~~i... ti' t-iH:3ACf·< ~3E~ICH W/Black Plastic Legs 17489 ; 170 LBS. !5' H1~8ACK BENC~··w1Black Plastic Le-gs--'7482 :74B5 . ··;4· Hl-·BACK .. EfE·~~Cl--1 W181a·ck--PTa~st1c Legs )A.81 '7484 ·~ f(-:i/_ \)f(E'l) L. t::c,•-.;~ .... ,\ r.)r; $10 ('·,~i 'Tl)···~-JE.r-·PRiCE .. -~--~ .. ···---· • tJ1,.1.:•. '.t.: iNSCf~IF' T!1.;-tv -J<bD $.3 no PE.r< LETTEFf -- ~7488 · 155 LBS . ;7487 ·r 140 LBS. I j ----+--- I .i. ; -~~m,;:i};"" . : 11, .. ,., ,1~.4.'IJ.~..,.,,, ., ........ _ ...... ~ : ·: " 10" x 6' STC P OVER ! I VV,b l'i<;k ;.:, • · ·: ':eg_s _.. . ···--_ . ~21 __ :?~~~ -· ~7623 i 445 LB$ _$4_81_._25_ ... lr,·~·V,'C,'~~:·: :'~~L;..?v\;:R-~·6i''se·ats·~' ./~21 ~6_ -·i 7622 6 ;7623 6 _ -~-~~-~8-~ .. $506.25 .. , >< , v · r l ., •. , , _, , , , -· ! w I fl :acn-'j me ,_ 'J'-HDC~.:_Bo '.h__E nds ' ----2631.. -: 7632. --r~33 --. :_ ?'15 -LBS : $51aj 5 '. ,_W 1Colcre~. Pl:·Vi11c _Leg_~_l·!DCP-Bottl End? _______ i' 7631 .6 '.7~32.6 !.633.6 7 545 LBS.~ -~543.75 ' .:: i .\ () n' 1 A l K TH R lJ ! I . --. ·-· -. -'--------·-· "t· ' I _Wdi;dd : r-·1t1~i:11 i .. t!O~· 7628 .. ,X_6_?_~---··· !7630 3 l 360 U.iS ' $-~~3,.50 W /COI0 1(•11 : ,·.,\IC I ~·•AS . F6~-~-~----+!..?29.6 \7630 6 . l..~~-~LB~_' -~437.50 .. :•" :< ··1 o·· x s· vvAU<. T HR u • 6' seat · · l W I 81ack Plast:c Legs . --·---------· 1 7631 .5 )53·5~·5·-- 1 j7636.5 1 430 LHS . $437.50 : V'J ,~.•,lor ed Plastic t_egs ?_~~!_.?~ ---'.. (~~~.2 . 763?. ~ i __ 4_~0 LBS. 1 $~.?.~~~~- ! 2'' x \ ()"-x 8' ''VALK THR LJ-~·· 1.f'se~t __ ,. ___ ...... -... ; _ ·---_. ! I --- ! W/BIBCI.: P!<1Sl1C Legs HDCP-One t:::nd 7631 4 :7635 76::/ :. I 450 LBS., $4t,, . '50 1· W~Coiorc(J'p1ast,c Leg~ H~~~~¢","1~~-Eric1 i631~3 :7635.3 ... f-~636 _____ i_i50~L_Bs.=r.,_s~rrf.-so-· ?' x 10" x 4· YqLJTH TABLE. __ . i i 159 LBS '. $243.75 1 .C,11 YF:L~Jvv -~'dit #7690 : · ~ ~ ' j....,._.....,-,.1...i~,~-.... ........... l--.. 32-GA LLO~_ ROUND ! ,QPTIC hlAL 1..iNER WtL.lD • -• • • ---••H,O_,,. __ ,. ·20-GALLON ROUND ,:JPTIONAL LINER W/LID •All prices F 0 .8 . Plant of Manufacture. J650 :7670 -:1660 -· .. 767 '1 •Payment terms 1 %1 10/Net 30 Days with apprnvt~1 ci-edit. •F re,ght c.har~;e~ are c:,0IIP.c.t or 3rd party btll ·A.II lurnt)er sizes aff r1orn: --~1 and weir;hts. are aprroximate. -•-\II Stl~'.) we:yhts, &llll (,(' :n~w v·J(y sl1or1tly per run . :7670 :7665 ! . -------···---~ . 7671 '7671 ---• -------... 2S'"" 1/wr. 65, Iowa FfJlls, IA 5()126-X823 rs· 5J 6 507.3 Fax: rs I 5) 648-5074 7 LBS. _,, __ .. ________ 1':t1ales: I -8 OfJ-3 3 8-I43 8 --·---··· --·----·---------___ _ 170"d $27.50 PL97F ~I ·5 od Jo HAMMER'S PLASTIC RECYCLING Price List I 15 EFFECTIVE 01/01/97 PART# PART# PART# GRAY BROWN BLACK URNITURE PROFILES ~ JOI Jl/•· •1t,,,, r---•--, ~ t:.:.!--. ---J -~ u,, •. :., I ®1 . ~I _.,. __ A J ~ HI-BACK LEG (h) 7329 7328 7330 SURFACE MOUNT LEG (I) 7331 7342 7330.1 SURFACE MOUNT LEG (n) 7337.3 7337.1 7337.2 STAKE MOUNT LEG (T) 7333 7343 7344 STEP THRU TABLE LEG 7673.5 7675.5 STE_P OVER TABLE LEG 7673 7674 7675 YOUTH TABLE LEG 7570 -YELLOW 7575 RISER BLOCK 7668 7667 7669 *All prices F.0.8. Plant of Manufacture. * All lumber sizes are nominal and weights are approximate. *All sizes, weights, and colors may vary slightly per run. \)($A Hrunm'ifS 10252 Hwy. 65, Iowa Falls, IA 50126-8823 (515) 648-5073 Fax: (515) 648-5074' Sales: 1-800-338-1438 COLOR BLACK WEIGHT NET PRICE NET PRICE 25 LBS. $28.75 $25.00 12 LBS. $14.40 $11.90 12 LBS. $14.90 $11.90 24 LBS. $27.50 $23.75 61 LBS. $64.00 $53.45 . 70 LBS . $73.75 $61.25 30 LBS. $31.50 $26.25 3 LBS. $3.75 $3.00 PL-97FP . r-. CONDITIO~S ~ READ CAREFULLY 1 -The right is reserved to canc~I this order _if not filled within the contract time, if specified. 2· -The conditior:is of this o~der are not to be modified by any verbal understanding. . . 3 -Acceptance of this order includes Acceptance of all terms, prices, delivery instructions, · specifications and conditi9ns stated. · 4 -INVOICES AND PACKAGES Ml,JST BEAR THIS ORDER NUMBER. 5 -THE CITY ASSUMES NO RESPONSIBILITY FOR GOODS DELIVERED WITHOUT t , THE AUT~ORITY OF-A PROPERLY EXECUTED PURC.HAS~ ORD~R. I :6-PLEASE FORWARD ALL INVOICES TO ORDERING DEPARTMENT. I ~""'i.,~,1.:R1""! I <"\ .. -0 c.·r-t -I U / I f'1 7590 DATE /o / I 19 ') CHARGE TO JOB j0/-2&r-:)'il. h0/0 QUANTITY PRICE AMOUNT CONDITIONS -'READ CARE FULL V 1 -The right is reserved to cancel this order if not filled within the contract time, if specified. . ., . 2 -The conditions of this order are not to be modified by any verbal understanding. 3-Acceptance of this order includes Acceptance of'all terms, prices, delivery instructions, specifications and conditions stated. 4 -INVOICES AND PACKAGES MUST BEAR THIS ORDER NUMBER. 5 -THE CITY ASSUMES NO RESPONSIBILITY FOR GOODS DELIVERED WITHOUT THE AUTHORITY OF A PROPERLY EXECUTED PURCHASE ORDER. ,' 6 -PLEASE FORWARD ALL INVOICES TO ORDERING DEPARTMENT. NUMBER 12015 DATE 07/31/97 BILLING ADDRESS , .CITY O .qAPE .CANAVBliL .o .. BO 326 CAPI OANAVBRAI4 • FL 32920 VENDOR CODE SHIPPING DATE SHIPPING METHOD FLORIDA TAX EXEMPTION NO.15-02-048901-54C PHONE: (407) 868-1200 FAX: (407) 799-3170 --· --... ,,.,. ... , ,.. ·- /);) fr1( 19 97 .,. CHARGE TO JOB QUANTITY PRICE AMOUNT 2 3 4 5 6 . ,,. 7 8 9 PRICED BY EXTENDED BY CHECKED BY ll115 b& I I • • . ·I .··1 .. '. City of Cape Canaveral P.O. Box 326 105 Polk Avenue Cape Canaveral, FL 32920-0326 Invoice Date: Invoice No Client No Project No 11/07/97 004148 RC1075 97037 Invoice for Services October 12, 1997 through , November. 7, 1997 Cape Canaveral Canal/AlA Bridge per •P.O. 12529 Field Investigations Fee= $ 2,000.00 X 100.00 % Complete Less Prior Billings Bridge Design Package Fee= $ 6,000.00 X 100.00 % Complete Less Prior Billings Permitting Fee= $1,200.00 ,x 100.00 .% Ccmplete Less Prior BiJ.lings $ 2,000.00 2_, 000. 00 . $ 6,000.00 6,000.00 $ 1,200.00 . ·1,200.00 ' ---. - ----.- .00 .00 $ .00 Construction Coordination Service,:: (Pre-bid, Contractor Coordination) Fee= $ 3,000.00 .X 60,00 % Ccmplete Less Prior Billings ~- TOTAL DUE THIS INVOICE $ 3,000.00 1,800.00 1, 20·0. 00 $1,200.00 STOTT I ,Ell STAGG & ASSOCIATES AHCHIThCTS • hN .,JNEERS • PLANNEltS, INC. 8680 North Atlantic Avenue 'P.O. 8<>1c 1630 Cape Canaveral, . Florida 32920-1630 407 783 1320 Fax 407 783 7065 ~. 7632 Do, ~ .. 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'-"' .....__,, l.:::::J '-(@) ,,.. ---.@@ r;') --\ C:.E L5 1 c ~ ' ✓ ·'--~ Cg) ,~E' _/ --4 r,) 1f ro~ 1/ ---4:-----I ~ _ '/ 1 If/ -,5A'-i, {3f/vtt! RE Cjc.i..C,) ,n--1 S7✓C. Qij 2 Ttf p; _l 1--g' P-1 f J ------La.rids~ l.aeenol coc.c.olobo.... uvi ~ -C... U S E2.o... G r--cy e. CoMc.o..rp v5 <::,rec_-1-CJS _ C. £ Sdver 60-#ol")u.rood Co..11,·s+e.morri r-icJ3;cJus -CR 3o~ 1~ brusJ, J,-.~e.fo .Sf':': f"hum OS i~~;c_u r-n -TJ Ja.sm;I")~ f"Y\in~rr.urn Co..r-01;,...; o... .jo...~,.,,_-, "'l.fr-t\-C.J'" wolir-ic;.. y~..llor.v Jo...Sf't"\.,; fl€. Lot'\ i cero.. ; , o..po"'"i c-o... -LJ :J""~~SQ., 1\or.e.y.suc:.f<le. Lol'\;c...e.ro.. S~f::<:v:ron5-LS C oroJ f.()('\ey 5 uc..,~IQ.. u_,)ucvs Yil0in(o...r-,a.,.-°' V Live. OCA.K 13 I lJ6 J._ t:J~ ~ C/7P 7yP~ 8 T ' .,..,;/)~' -,.._. ~ . .: L OJ) ol sc.o.e':-4 9 en o1 ------------, C,oc..c.olobQ... uvi ~ -C.. U s Q.o_ G-e. 0 1'\.o c.o...,-..f us <:r§c.+u -C £ S, / I/ e.,r 6 o""+o-r, wo d Co..11,·s+emor-r-, r-,cl3,c1us -CR. r us'-i Tr-e.lo .,5 f'hc.HY'I J"o..sfV\;l"'\Q. f'Y\in;rnum Co..r-o l; to..; o... ...J°'-.5""-i r-.ut"Y\ -c:._:r Ccv-olir-iCI.,. ~tc...110 ~ JoJ/"l\il"'I Lot"\i J Lon;cero.._ se.rne:::v,ron.s-LS C oro.1 1'.cne,1 .5 (.)e,}::.,/Q.. V Live. o vv1.-1q 'j /\l Utd lt>!UJ ~. ~.A. TtiL : 4U / /8J /Ub5 P. 00 l P.01 OCT~14-9T ~2~59 PM custom Docks, Inc. 1900 So, Atlan1ic Ave. Cocoa Beach, Florida 329j 1 DA TE: October 14, 1997 FAX: 783-7065 TO: John Pekar FROM: Steve Cayer RE: Schedule you requested Comments: Sorry it has taken so long to get this to you. It has been a crazy week. Here is the estimated time table for the work we are doing: Framing on project• from 10/14 to 10/16 Decking put down -from 10/16 to 10/22 Rail\ ng and detailing -from l 0/22 to 10/2 9 TOTAL PAGES INCLUDING THIS COVER SHEET ........ f _ RETURN FAX: 407/784-1859 RETURN PHONE: 407/783-5920 Po1t-it' Fax Note 7671 Date / To From Cc./09pt. Co, Phone t Fax# -.......... ----· '''\ Henry Dean, Executive Director John R. Wehle, Assistant Executive Director POST OFFICE BOX 1429 PALATKA, FLORIDA 32178-1429 TELEPHONE 904-329-4500 SUNCOM 904-860-4500 TDD 904-329-4450 TDD SUNCOM 860-4450 \NATER MANAGEMENT DISTRICT FAX (Executive) 329-4125 (Legal) 329-4485 (Permitting) 329-4315 (Administration/Finance) 329-4508 -----------SERVICECENTERS ----------- August 28, 1997 City of Cape Canaveral 105 Polk Ave. Cape Canaveral, FL 32920 618 E. Sou1h Street Or1ando, Florida 32801 407-897-4300 TDD 407-897-5960 Re: Section 15, Township 24 South, Range 37 East Pedestrian Bridge to Cross a Drainage Ditch Noticed General Permit 400-009-0382G-ERP 7775 Baymeadows Way PERMITTING: Suite 102 305 East Drive Jacicsonvile, Flo<ida 32256 Mel>cx.rne, Florida 32904 90~ 730-6270 407-984-4940 TDD ~48-7900 TDD 407-722-5368 City Council City Mgr. City Atty. Pub. \,\'crks D:r. Build;,,g U,i. Finance Di,. (Please reference permit number on all correspondence.) Dear Sir/Madam: OPERATIONS: 2133 N. 'Mdcham Road Metx>t.me, Aonda 32935-8109 407-752-3100 TDD 407-752-3102 The District recently issued the above-referenced permit. We would like to offer our assistance to insure that your project is constructed in accordance with the District permit. We will be glad to arrange for a representative from this office to attend any preconstruction meeting that you may schedule for this project. For planning purposes, we ask that you give us at least 10 days notice prior to the scheduled meeting. This will enable us to gather all necessary information regarding your permit. If no other preconstruction meeting is scheduled, you may arrange a separate meeting with only District staff. On permits where mitigation is proposed, the permittee is required by condition to schedule a meeting with Melbourne District staff. Therefore, please check your permit conditions to determine whether or not a preconstruction meeting is required. Please feel free to call me at ( 407) 67 6-6616 to notify us of your preconstruction meetings, arrange a meeting with District staff, or if you have not received a copy of your permit. Sincerely, £~~-~ Karen S. Boles, Executive Staff Assistant Melbourne Resource Management Department of Resource Management cc: John Juilianl' Janice Unger · PDS -CI (19 7) John A. Pekar, P.E. -Stottler, Starmer & Associates 8680 N. Atlantic Ave. Cape Canaveral, FL 32920 William M. Segal, CHAIRMAN Dan Roach, v1cE CHAIRMAN FERNANOINA BEACH James T. Swann, TREASURER COCOA otis Mason, SECRETARY Kathy Chinoy JACKSONVILLE MAITLAND Griffin A. Greene VERO BEACH James H. Williams OCALA Patricia T. Harden SANFORD ST. AUGUSTINE Reid Hughes DAYTONA BEACH DEPT OF TRAN SPORTATI ON TEL:1-4 07 -690 -322 9 C:c t 03 ,97 PRECONSTRUCTION FOR PEDESTRIAN WOODEM BRIDGE City of Cape Canaveral Pe•·mit #5-70K-0025-97 Section 70080 SR-AlA Contractor: Custom Docks On September 30, 1997 a preconstruction was held at the Coc.011 Mnintenance Office for the above reference project. In attendance was: Jack West Whitey Moran U'DOT Maintenance City of Cape Canaveral 690-3241 868-1222 24 hours 456-S677 Bennett Boucher Ed Garduski City Manager,Cnpe Canaveral 868 .. 1230 Public Works,Cape Canaveral 868 .. 1240 Ray \Ji1terburgcr R.W. Thompson Alan Hyman Steve Coyer Chuck England Doug Vanzant Hartman & Assoc. FDOT Maintenance FDOT Structures Custom Doc.ks SSA Stottlet Stagg & Assoc. 1. Contractor will start ~ln October 06, 1997. 2. Estimates time of work 3-4 weeks. 24 hours (904)345-2181 839-3955 690-32~0 (904 )736-5426 783·~920 783-1320 783-1320 3. No traffic control will be requi .. ed, contractor will be behind a guardrail and will park working equipment in .no attached field. 4. Contractor and engineer (SSA) both stated no utilities are in conflict witll the project. Engineering company and City of Cape CRnaveral has had utility meeting to insure location of existing lines. 5. Contractor will pl.ac.e proper pollution control devices in work zone, erosion control and turbidity barr·iel's. 6. Contractor wlll contact J/DOT before any plan changes are made (not according to plan) for approval. 7. SSA will supply FDOT with a final set of plans when completed, signed and sealed. 8. SSA will certify final project. ·. >:}e~tember1~,1997 \'.-\ .•.... · ·· .. Fl~ /r/ j;. , . ~~a.. ,·•:'.•.'·, .. ... f:: ',•:,· ... , (; ··.:,.. .. . . ..•. ' l · I .. ' I '.·,·· -~11£0 ... ··,-·.I·~·.,·,·. • •. : ' , ·•: • • • ' • • •. • : : ·• .~ t.• : •: I,::; ~ t .-.-~ · .·-.. :-_. · Mr. R·.W.-Thompson,' P.E. .' ·. ·>_ ,-_ · .. :_ , ·. ·., • . ' , ·.; ·_· · :· _:_ ._MaintenanceEngineer ··.·: · .,· ., .. _.. . .. -... \ ·.· · ·. ,-· · ··. ·.· .. " .. , .. ···-... \:_.:_ .. .. _:· ... -Floridapepartmentof_Transpoi1~tion ·. _·· :·· .. · . , .. -.. ·:· ··.:· :·_ ... . .. .. _ .. · .. _,._.···;· •.-. . .... _ . . · · . -·· -RE ·:· --PenmtNo 5-70K-0025-97 ··--·-· · _., .-.. -·· ..... ·· ... ·· · · · .· · -~ · --. -. · · · · • •,•\._•',',• •,,IJ•:• 1:, •-, .. : ,•--~• •, • .• .•~,, • ' • : lo.}•••••,'',,•.,••,•• '1 :, :•,:~•;:,_.:;•'; • '.-,' .. , .. : • ,.;• •• I •:••:=••'• I • ... ,_; .• •: ,; • -· .. ~. ·; .. /·~:_,·._.-<-'· .. · .... :P_ed~strian .Wo~_d Btjd_ge;,~ection ,700~0, SR A1.~ . ..-:.-·. ; 1 . • _. _: '.:, .. :;-• ,_· : • ·. _, ••· . ___ • : . . _ SSA is· in receipt of your letter dated August 26, ~ 997 regarding the abov~ referenced permit ~pplication. · _. ' . ·. We ~ffer the following comments to your letter. : .. ;_ l • • ,, ·.; ::, _.·_ ,'., • :· •• -• : • • • : ' -• __ .. _·-.,-::::·.'·-'\/·· ...... "· .• ·.··;_..-.. :·,. ''. ·.·-:·· ••• -·:_: '.·. •• _,. • •. ••• :_, ,, • • .: '-.·. :_ : ,,' '. -• .1, • •.•. ,·-·. · · · ·. ·-:_..• ·.1. : SHT 3/4, General Note #1 should refer to: The latest edition aFDOT Standard Specifications for Road .... ·_·. . &. Bridge Construction" 'and "Roadway ·and Traffic Design ·standards" .. ,What is design based on, ·· , · ... A.A.S.HJ.O., UBC, etc.? ·. _ · . . . ·. : . : '.· ,·. -.-,· · _. ·. . · · ·, :.: ·--. :?··:,:>-\: .·>:·:··_>SSA R~SPOt•iSE: The' note\1as Qee·~ revised to ~tate a ... ~-LatesfE~glish Edition ".-Please· note · ·.: ··· -~-· .. :· /_-: /, . · ~af addi~9nal cross· bracing has been_ added to the bridge ... _: . : .. _ . · . .-·.--; .. _: ··--.··.· .. · .. '2. :sHT 4/4. ·L~bel is.shown se~er~l-tim.es~ a~·.2·.5 .TREATMENT,MA~l~E PIUNGS (Type). Wh~tis 2.~?.·. -·.· .· .. , .. ·:_. ·: .... _·· . . . , . 'ss,rRESPONSE:. ·. Th~ -l~b~I ·for th~ 2.5 -~ari-~e treatmen't has' b~en re~~-ved.· Note· 4 has b~en · .. · .i <· .;. ·:. ··.:· .. _·.addedtoclarifytreatnienttype .. : .. ,.J_ ...... ·:. :: _ .. · · ... : .· .... ;. __ _,. .. .-,.·.·;·., · .· _ .. ·-· .· . : . :· :..-· .. ,-_ :. 3 .. · SHT .. 4/4.·:. Lo~gitudi·~·a,· Sectio·ri.. '.Label ;ef~~s·'to' 2nx4,; :pick~ts -~her~a·s -~r6-ss.: section calls for ·. 2"x2~ ' · .. '· · .· pi~kets. . Plan should make n·ote that ·3iB,;. bolts ' for pickets sha_ll _have .. nuts placed on the ·outside, ·. -.. :_ .·. · opposite pedestrians. · --. .-· ._· :' : : ·. · . ,. \•' .:.. .·.' , ··, •• • •••• • , ' • : • • • ; • : ' t ·: ·.": :.' , •• • .... :· ' • ,' • . • •• • • • • • •• • • • • • • ·· _· .. ·_·:.. . ·, :.· SSA RESPONSE:· The section· has been revised to show· 2"x4" pickets with _the 3/8" bolts placed · .. ·. ,:._·:-:· ··, :·tohavenutsontheoutside ... · :· ·, -·._ .-_ . -__ · ·· .. · ·,-.: .•· ... · .. _.·. · .. ·: .. > .... _ '.:: _<'-:' : .. -. 4. SHT 41/'. Cross Section. Plan sho~id indi~~te spacing between 2"x8" decking, to' allow for e~pansioh. . . . . -. : SSA RES.PONSE:.Th~ ~e~king ~ill ~ontract (ie., ~h;ink) tp 'h.ave·:~.-spacing of_ app~~ximately 1/8~ - ..... . · ¼". This is standard timber decking procedure.' · . · . ~ . . . · · ··.,-: ~: .:•·. -5. ·_ SH~ 4/4 .. Cross S~ction_ .. 2"x10" rail ~h6u.ld: Qe .placed at 5 deg~~e~ to'.·horizo~tal ·~~ form a wate; table, .... · in order to allow water to run off: : . .. · :· -· · · ·· .. ·. ·~,-•_::_ .' .... ·-.: .·· i _-: SsA·RESP()N·s~~ Comment is' ~oted ... The 2"x:10" 'has revi;~d-·to 2" X 12"-rail ·and will remain :as · .. · .. · .. '. ·: ·· '.' . : originally'designed, ·as both a safely consideration 'and ease of cons'truction detail. ': . . . . . ' . ' .· ·:, 6. SHT 4/4. :· Longit~qin.al Section. \vhat' me~n-~. wiil . be . ~s-ed to provi9e . ~e. r~quired tacti;e , ~urf~ce on . -. 'I _· , ... 1:12 sections of bridg-e? · . . -~ . --· · ... _ ;-.· ·· · . i · . · -_ · :·· .· ·. . . -.-. : . ·_:_. _·· ·.: ·:,, ·ssi RES~ONSE: An adh~si~e non·~slip·:'~~~~ce: ~m 'be. ·add~d to ·u,~ ra~p secti,on. . ' -! ' • f •••J•,. • -.' ., . •.! ••• . '" • • ,• £.•. I• •: ; •' • ". ;, •., .,• •. •. -• • • ,; • • .. , i ' • ~ \ • • • • • ... • ' -_t • \. •• • • : • • -• • • •• ' :.;''·/.·:), \ · . .:"_ (.: ·:··~-\.\>. -' . . .·. ,, "-:• ,•: ,:-:' : . ·. ;,, .'.:·:-: ' _.· . . . -~-. . . .. : ·,_.• :., ;-~ .~:• .. ; ,<': .. ·.: .. ,\ ._ -·: '• ', -, .·.: ··•,-'·, :.,. ·. ·•,: __ ,:_··.·: __ -;·<.·:·:::··~ ... ).'.: ::.·.> .. : ~ .·• ·. ,· . '·. : '. STOTTLER STAGG & :ASSOCIATES .· ~ ·, .. ·' A~CHITECTS ~-ENGiNEERS _•. PLANNERS, INC .. ' - .. :_ • · .' ,. · · 8680 North Atlantic Avenue · c:~edslcapeV-bridge rai lo fdol.doc · P.O. Box 1630 · · · Cape Cannveral, F1o 0 r1da.32~0-1630 , · 407 783 1320 . Fax 407 783 7065, "Great To Work For ... Grea!:9r To Work With" -· .. · -. _ Mr. R. W. Thompson September 16, 1997 Page 2 Response to Comments Permit No. 5-70K-0025-97 7. SHT 3/4. Project Record Documents. Submit one (1) set of as-built drawings to F.D.O.T. Cocoa Maintenance. SSA RESPONSE: A note has been added to the drawing. 8. SHT 3/4. General Note #13. Be more specific on Sheet 4 of material to be used. A copy of District Structures and Facilities comments are attached (Redlined Plans). SSA RESPONSE: Materials have been specified in the notes on Sheet 4/4. We hope that our responses satisfies your concerns. If you have any additional questions or comments please do not hesitate to contact our office. Sincerely, STOTTLER STARMER & ASSOCIATES ARCHITECTS, ENGINEERS, PLANNERS, INC. John Pekar, PE Vice President JAP:jls cc: Mr. Ed Gardulski, Public Works Director c:~ojectsl.cape~ rai to fdot.doc "Great To Work For ... Greater To Work With" .. ~ ....... FLORIDA ~ DEPARTMENT OF TRANSPORTATION ....... LAWTON CHILES GOVERNOR --~~ 555 Camp Road Cocoa, Florida 32927 August 26, 1997 Mr. Ed Gardulski, Public Works Director City of Cape Canaveral 105 Polk Avenue Cape Canaveral, Florida 32920 RE: Permit No. 5-70K-0025-97 Pedestrian Wood Bridge Section 70080 SR-AlA Dear Mr. Gardulski, rf\)1-·-J (---\f ·t··1n\· .. ! P1· ·~---~:'\ f\ [ , .. r • • r. , I, 1 \ \ r , .. _ . ··-~· . ..1..' .t _,. ,. ~!. ---\ 1.11 ! i J· , , ; . ,, ,~ 1 t' I'! , \·' 'I!\• · . 1-,··1 I I ' t ~ . I .• ) ' . . . I, l ,,, f I! I.I A ... ..,,1.11 1 'L '., 1_ .... ,' ,, ; I ' 1 -) #i h.k . · . ...,·l )A i}., ___ .L.~ -•-• -••••"•-P ~•• •· w ,__ -• Our sufficiency review of the above referenced permit application received on July 30, 1997 revealed that the application as submitted is not sufficient to begin review and lacks the following items: 1. SHT 3/4, General Note #1 should refer to: The latest edition "FDOT Standard Specifications for Road and Bridge Construction" and Roadway and Traffic Design Standards". What is design based on, A.S.S.H.T.O., UBC, etc. 2. SHT 4/4. Label is shown several time: 8" 2.5 TREATED MARINE PILINGS (Type). What is 2.5? 3. SHT 4/4. Longitudinal Section. Label refers to 2"x4" pickets whereas cross section calls for 2 "x2" pickets. Plan should make note that %" bolts for pickets shall have nuts placed on the outside, opposite pedestrians. 4. SHT 4/4. Cross Section. Plan should indicate spacing between 2"x8" decking, to allow for expansion. 5. SHT 4/4. Cross Section. 2"x10" rail should be placed at 5 degrees to horizontal to form a water table, in order to allow water to run off 6. SHT 4/4. Longitudinal Section. What means will be used to provide the required tactile surface on 1 : 12 sections of bridge? 7. SHT 3/4. Project Record Documents. Submit one (1) set of as-built drawings to F.D.O.T. Cocoa Maintenance. #' Page -2- August 26, 1997 Permit # 5-?0K-0025-97 8. SHT 3/4. General Note #13. Be more specific on Sheet 4 of material to be used. A copy of District Structures and Facilities comments are attached (Redlined Plans). If you have any questions, please contact Leland Smith 634-6585 or Jack West 690-3241. Sincerely, R. W. Thompso , P.E. Maintenance Engineer RWT:sj cc: John A. Pekar, P.E. Stottler Starmer & Associates • • • : • • ••• f • • • ~. • -• ... • . ·: ·,. 4 · .. •,\· ·_,. ~ .. ·>·· ·,. __ · W9;>:·:· .= (::. ··: : ·._ ~': f . ·.: <:.-,-_· -:··}~evised _C~nstruction Plans; 's'ignecf & S~aled : _·.· · __ .,. , 1--~. · .= .. _.:"-~-9/97>. · . ..-: .. ·· · -':_ .2< __ .-: .. _:Request for Additionallnformation . _· ,· , :-, .. . ·.. . .· :~ .. .. .... · --. :~ • .. •,! ·• -• ·,-· \. . ·. _. ·: REMARKS:·, . .-.-. ·. /. /: :. ·. .·.p ... : ' ... ·: • ; • • : • •. : • l ; • • •.~-~ .• . ~f you· have any questions reg·arding this· pa~kage co'ntact me· at 783-1320 ext 23. .· .. · ·• ·, • r , • '· .,. • • . ~ . -,.· •• • ••• ,-· ,, '· .•.·. '1 .,. . ,. .. _ .. · .. -. : ~ 'I • .. . . •.' . --;· . ; .. ·.•· .. ·-.. ., : ... ' : copy~o: :~:,~d G8rd~lski • · _ .: ••· (-_: -. . , , . . • ·· >;. : ,-'': :·. .· . -~->:~ __ --:Steve ·cayer,·Cu~t~m Docks ··"-:.::·>. .. · -. '.·, ... ", >·. . ... · ·· ··.·.•·: · · ,,. -,._:_.: · .· .. · ,.~ , •~ '·•·. · §igned~d; •· .. . .. >< •.•.... · .· _.~ ···-.~ .. _:._ :-~-_ ... :· .-·..... . • ··. · _ .. ,:··.. , _. · .. :Joh~ A.-Pekar, P~ : . :.·> .. L _ .•. ' ·· ·:. · .. .-:--:. _--·~- • • -. ··, C • • • ,-.. : • • • .--•• ; .:·. i~ • • • . -Vic~ Presid~. n't ·. . . . ' . . ·. ·. :.:·'. ·. _.:. ·'_:. : __ .:_ .. _;_ .·-. ·.·:-.·. · .. >:_ .. _ .. :·· ... • •• ' ' • I • •,•~ -; ; ~• :• • •. •, :i l : -, ~ •-0 I , • I' ., ··:" : ·._.-... · .. ... . . -. . ' ~ • •. . • . . ':. ! ; . •• • . :-• .• -.·• --- •' . . . · .. ·.: .. : . _: :--~_--). _·:·f .-:/:_<<'· )' .. · . .-~ . .. .-: .' . , . ... . . ' . ·.=;_.:.:_·:~.~-_\:_>::~--.. :. · .. :~·'. ....·-:·'.· .·.-.··. . . "•.·. '• ,. ,. ·. ·::-:._:·· . ·.:._,· .. ·.· ... · .. -,' ... ·, ,:,._ ·.: .:<;·: . , .:: : ... ~-:_,: ., : . ·:_•l :· :'.· ·<.::-,:.-/.'. ·(;:·:.·: .. >· ,.;.< •, ·:· <. '. ~ .. : ·/ ;,'. --.. '. -:>: : . ·: .: . -_' ·.-·, ....... ·: ,.'·:" . ·-.. :: :~.::·_ .-·•::_.-:::·:".-r·_. -:,. ,-· . STOTTLER STAGG . & . A~SOCIATE~ · \ .... · · AR~HITECTS • ENGINEERS •. PLANNERS, INC. . . , _ ·. . ·. -., -, \•: '. •. ·r I ,;•. . · · ·. < 8680 North A~tic Avenue · . · .". c~ectslJol\fdotcarculoc : . ,' -· ·. Fax 407 783 7065 _ ... ,·. • p ·~ . . _. September .16,-1997. : . . ---. . . . . . . .. . .. . .. . . .. . . .... , ~ • • . ---._ ·<;>'. .. •.;::. ?:~::-'-/ . /~::'.:\/ e~:::f ··<> . >\· :~_:_ :-:-·/ __ ;·/· . -:---~: . -:·:.:·· --, . - ......... Mr. R.W. Thompson, P.E. ...... _. , , . , _ ... -. ._ ..... _ .. : .. . . . . . ··.: .: ._Mainte_nanceEngineer .:--;:· .. ·,· ~.: .. ·._ -.~: .\ '. :·->.v ·,.';<_~;:-::,:•·~·-· ,,\_· .• ·/. ·-:·.·';._--,_::·> .·.~.-"':·;••·. ',··.-.~~-.-:<: ·· ._.. \_/r.'i. : ·:', ·-~ _,.· . ,.·P.ed_estrjan .Wop_d ~~dge, Section,700~0, SR~1~ ~---~ -.. ·i,<: <>:--·,, ::. _··:,;. .·; -.: .. ::~. ;:,':_·-:> . ~-.. k .. • : · . . . ·-~·. ·<. S~A is· in receipt of your letter dated Au·gust 26, ~ 997 reg·arding the abov~ refer~nced permit ~pplication. · ·, .. ·. · · .. ~- .:. ~:>·:--·We~fferthefollqwingcomm~ntstoyourletter.~·-·._.-:_:_·1 .·:.-·. • ·., • ·;_/·> _>_ ·-·~-· -.-,.-,.-.·:~-·. · .--::·~:,. :. . _,,_ ~:'. __ · .. ·:._.i~j> . ._., .. :_.\··_· .. ': .. < . .->'._ -~. ·. ·-_ ._.-._:_>·.:·· .. :':··, .·. >:··: ,,-.. -~·-:-<·-.· '.;-.: ·,,_··· >.·>:· . . ·: ·· ·. < -1 .' ·. SHT 3/4, General Note #1 should refer to: The late~t edition "FOOT StandarQ $pecifi~ation·s for Road .. •.J· . . · · -: . ·: ·:· .· .. < . ·.:&.Bridge .Construction" 'arid "Roadway ·a~d Traffic Design-Standards". ·. What is .design based· on, · ·. · _ . · ·_ · ·,_··:. : .. ~·---~--·-. AASHro ·:usc · t ? · -·~._. · ·-· · .. · · .. -;· · ·:. _,-'-:..•·.·-· ·. -~ --.... ··.: ·. ·. · .. -· -;_ ~-~ .··· · ·--~ · •· • •·· ' , ,. , , , 'I I e c,, · -. . . .. ·, , · . .,:, .. · ·• . • · , .. . ·<:\\:/~·\:. ~ ::/:s~A R~SPON.SE: .Th~ ~ote\1as Qee:n r~vise~-.t~-~t~~e " .. \~~t~st' E~glish :Editio_n .~ .. --Pleas·~, n~te ~---. : -<:--·.-< -_.:·./:.3:\\;-,:·}/ <-. _'.: ~afaddi~9rial cross· bracing has been_ a,d.ded.to the bridge.··._:-:.: . ·., ~ . . -~ .. . . · .· ·. .< .• ·-. -· ·., .• --._.-.~'-~'::'I:·_.:''.'::._· ,_.' .·· . . .: -... ' . , ·, .;, ·· .. '.· ·.·· ··: :, _· · . .-.• ·,. - · .-·--: :"'.: -... ··2 .. SHT 4/4. Label is shown several times: 8~ _2.5 TREATMENTMA~l~E.PILINGS (Type). Wh~t i~ 2 .. ~?.--:_• _1: ·;· ·.· .. ✓.;,i.·•'" .. : .. ·:..'i:;'~.·,·_..,.:· I .·,I;'~ .. :'' . -\, ~ ' -•.. --,. :.: .~ .. ,,-· .. ..:, .... ' .• ~._.... ,·_ ~~-... -. ·.:-;.'. ... _· .. '. ' .... · ';-· ,· • ... -4· ••• ~' \ .. ' •• •:~_--t;··_· .. _~ ·-.·~ t -:, . ~,. _. , ·_ , .. ·:: · _: ·: : · · SSA ,RESP9NSE_:: _ 1he label for th~ 2.5 manne treatment ha~ ~e~n rem~ved. _Note 4 has be~n,. • · .. \ ; -~-- .. . ;_..' :_; ~ /. "··. :: ,: :-added to clarify_treafment type .. = . • • • .. • . . '-:'.---·· .•. / < : -:-_. . . . ··: -. .... . ; · , ·• ~ ... ,•~• 1 .. • •• .,·-:...._.·,,, .'., 7 •,, ·•: .... ;.· ·..,f·• _-,. •. •"'_.,·'.· •.. '·' .• : ' .. -., • 1 ... • •.., 'r ... :-.· =~ -; . · · . ' .. ·· 3. SHT 4/4. · Longitudinal Section_. · Label refe(s to 2~x4" pickets whereas· cross sec~on, calls .for 2"~2,. ~ ·, ·. . · · • -.:: --:.' 1 •. • : pickets. .Plan should make note . that°3iB" bolts· for pickets -shall' have .. nuts placed on the~·outside, -.· · . ·:. ·. · . . ·.; /}:;\ ~pp 0 osite Pedestrians. . ·, : · : : :· -:. · j : : . <: ·: · ' . :-· : . .·':' ... ··· .. _. SSA RESPONSE: The section· has been revise_d to sho~· 2"x4" pickets with .the 3/8" polts placed · -, :: . · · __ .-:·.:. ·_-::.r :· · , .: ·to haye nu·ts on the outside. · · ·. .--, ., . '. . . ~--__ : ·. -_. _ ... · . · ... · . . ,,"..,• '-:f_,'' t ,., • ·••• •;.,_ •.• .--:'-' ; • • , J ' ,, .-'\-• • • ;,. • • , • • ,'_ .• , • '.·· ·\ -. --..4. SHT 4/4. Cross Section. Plan should indicate spacing between ·2"x8" de·cking, to allow for.expansion: .· ~:·:/_~-·:_-~ _·. ·_: ; . SSA. ~ES.PON SE·: '·Th~ ~e~king ~ill ~o'~tract {ie., ~hrink) to ·"t~av'e·:~. spacing of ap,pr~ximately VB~ - · · •.· · · · · -¼". This is standard timber decking procedure.· · ~. _-:-_. · ·. · ... ·.; .-I .·• • • -· . _:··.=: >::: 5. ·_ SH~ 4/4. Cross S~ction .. 2"x10" rail ~h6u.ld. Qe .placed at'5 deg~ees ~6-horiiontcit~ fo~ a wate/table, . . · · ·· · · , .. _. in order'to.allow water to run off • . · ·. · · · -· · ·. . , .· . · 1 ·· · · ., • . r' _.._ .. _._ :, \~ ; .. · . '.,.·. SSA·RESPONSE: Com~ent i~-~oted. The 2"x10" has re~ii~d-to ·2~ X .12" rail 'and will remain as · . ... . :;.'.,I'; •. -~ , : .-.. _ : originally' design~d, · as both a s_afety consideration · __ and ease of ~on~tructipn d~tail. '';" .-· . . : '. ' ,' \ .· . ·< . : . ~--,~, 6. . SHT 4/4. '\~ngit~dinal S_e.ctio~ .... _\iihilme~ns· wi.il' b~-~~ed tq . p~ovi~e·· ~e: r~quired 'tactile. s·~1~ce ~h . , .. . '; ... ? . · .. '. ' . . . . . ·, . . . . '· ··. ·_ .. • _ -:' ·.:· ~1:.12section.s9fbndge. : · ... :,.. . <.~ •. , .. :. ::-:· ·.· _-__ .:·.: i·:.:.··.~-·. ·. ·. :·_·-:-.-··:., ·: /· -, .. ·, ·-·:·.~·::~: ':_-. -_. ':~ .. ,:ssiRESPONSE: An adh~si~e non·-siiJ,..~Urf~ce~~m-·be .. add-~d to'tll-~ ra~p secti'o~.--·_. ·, .. ·, -. • '/ •.,•,.: • .. • • • • '° • ,c. • • • • .,-• • ' -,I I ' • -.: ,. : •• • :, •I: • •• • ,.\ ·•••., • • • _ .. / .. _ , _., ___ : . , .. ' ... _ .. ; < :,.-: ··. :--:.•;:· :,>:>>-f-t-\c.;_:.----'.?'-. :-:--: -;>?i ·.:. ·, , . . . .. · _ ..•.. :·\ · STOTTLER' STAGG · & ASSO<:::;IA TES ~-. ·.: AR<:;:HITECTS ~ ENGl~ERS _•. PLANNERS, IN~. . . · ,· , : , : · ·. ~~ . ·: · ~ ·_. " . 8680 North Atlantic Avenue , ' P.O. Box 1630 ' 1 Cape Canav;ral, F!or1da.)2iho-1530 • · '.407 7~. 13~0 · · '. ·F~ 407°783 7065., , .. '.;·.,. ·c:~edslcape~nilofdot.doc ·' '. "Great To Work For ... Greater To Work With"-·,·. _; . . ~.:. . . .:'<-. t, ;--r ,.. .; -fl , 1 , , • ,-( ~ ...!. • ,. _. 1 , , ... ~ •, , _, Mr. R. W. Thompson September 16, 1997 Page 2 Response to Comments Permit No. 5-70K-0025-97 7. SHT 3/4. Project Record Documents. Submit one (1) set of as-built drawings to F.D.O.T. Cocoa Maintenance. SSA RESPONSE: A note has been added to the drawing. 8. SHT 3/4. General Note #13. Be more specific on Sheet 4 of material to be used. A copy of District Structures and Facilities comments are attached (Redlined Plans). SSA RESPONSE: Materials have been specified in the notes on Sheet 4/4. We hope that our responses satisfies your concerns. If you have any additional questions or comments please do not hesitate to contact our office. Sincerely, STOTTLER STARMER & ASSOCIATES ARCHITECTS, ENGINEERS, PLANNERS, INC. John Pekar, PE Vice President JAP:jls cc: Mr. Ed Gardulski, Public Works Director c:~ojects\cape~e rai lo fdol.doc "Great To Work For ... Greater To Work With" MEMORANDUM DATE: September 3, 1997 TO: Ed Gardulski, Files FROM: Andy Kirbach SUBJ: Cape Canaveral Pedestrian Bridge SSA Job No. 97037 A pre-construction meeting was held on September 2, 1997 at the Stottler Starmer and Associates Headquarters Building at 1 :30 pm. The following persons were in attendance: Jack West Florida Department of Transportation (FOOT) FOOT ( 407) 690-3241 ( 407) 690-3250 ( 407) 690-3241 (407) 868-1240 ( 407) 783-1320 ( 407) 783-1320 ( 407) 783-1320 R. W . Thompson Ken Dyke FOOT Ed Gardulski Chuck England John Pekar Andy Kirbach City of Cape Canaveral SSA SSA SSA The following key items were discussed: • • • • • • • • • • J. Pekar gave an overview of the project history. The request for additional information (RAI) from the FOOT was discussed in detail. The plans will be revised to state that construction will be in accordance with the latest (1994) FOOT Stanadards and Specifications. The type of lumber and marine treatment will be verified with the contractor. This information will be included on the drawings. The pickets will 2" X 4" due to the possibility of vandalism. The bolts will have the nuts placed on the outsi~e of the bridge. The decking will shrink significantly and will have a spacing of approximately 1 /8" to ¼" after shrinkage. Sloping the handrail may present liability problems Jack West will coordinate this suggestion with the District and notify SSA of his findings. An adhesive non-slip surface will be applied to the ramp surface . A footer will be added to the sidewalk at the connection to the bridge in order to control possible erosion. The footer needs to be a minimum depth of 18". Shop Drawings for the bridge and associated connections are required. The FOOT needs to review these drawings. Also a maintenance of traffic (MOT) plan is required. It was noted that the piles will be jetted into place. · FOOT requested a pre construction meeting with the contractor once the permit is obtained. It is anticipated that SSA will respond to the RAI be Wednesday, September 3, 1997. FOOT will review and tentatively issue ·a permit the week of September 15, 1997. The meeting adjourned at approximately 2: 15 pm. STOTILER STARMER & ASSOCIATES ARCHITECTS • ENGINEERS • PLANNERS, INC. c:\winwor~Xffi!l3~.Wc'enue Fax 407 783 7065 MEMORANDUM DATE: September 3, 1997 TO: Ed Gardulski, Files FROM: Andy Kirbach SUBJ: Cape Canaveral Pedestrian Bridge SSA Job No. 97037 A pre-construction meeting was held on August 251 1997 at the Stettler Starmer and Associates Headquarters Building at 3:30 pm. The following persons were in attendance: Steve Cayer Dot Fischer Bruce Sauriol Ed Gardulski Chuck England John Pekar Andy Kirbach Doug Van Zant Custom Docks, Inc. FPL City Gas City of Cape Canaveral SSA SSA SSA SSA The following key items were discussed: • J. Pekar gave an overview of the project history. ( 407) 783-5920 (407) 455-6107 (407) 632-1735 (407) 868-1240 ( 407) 783-1320 ( 407) 783-1320 ( 407) 783-1320 ( 407) 783-1320 • The drawings were reviewed and utility information was discussed. It was noted that there is overhead power, cable and telephone within the project area. • The utilities ,requested a minimum of 48 hours of notification prior to construction. The contractor needs tb call all of the applicable utilities and also Sunshine State One Call. • It is anticipated that another pre-construction meeting will be held with FOOT once the permit is received. • It was noted that a SJRWMD permit has been received for the pr<?ject. The meeting adjourned at approximately 4:30 prn. STOTILER STARMER & ASSOCIATES ARCHITECTS • ENGINE~RS • PLANNERS, INC. Fax 407 783 7065 J__ :~·t1~-x.1~:~;1~::~~-; -. --LETTER OF TRANSMITTAL ' .;·. ,.,-_ -·: · .-·---. .-_ --, : f.. · -·· ~J._· --:\·::.-·; ·:.;;- :· ._· .•. ·< '-\\J/(/ _: ,'--.·,:. __ ::'~)~;:.:, ; ;~·::·.i·:_·;-::" ::··-·• __ · _.,:: _.., :< -•:;,--:,.: i::-/}/?~\~):/}f '. ···•···• . __ · Dafe~:: •. ~ep!rb{£;:~~?rr_,_~:,: t, /(_:r.\·. .• -~-.--~SSA JOB NO· 97037 ,···· ::•: , :-:::_: --~·-· -·~--.... ., ; ... ···-·.~ ... -. · ... _ ._:· ___ _.-._.·~---;·~--... , .: .-.-· ·• . . . ,, '. -.. :-.... : .. _: ;·: :··· -... ::: ~-·.->-~-.>:_:,:.:~··:·/.·--.. :·-:/,- ·~·-~:·· •. ·-:-.-•• : .. -.. ,-t -. •.. . • ··-_>,,~·::·~·-_1.·._.- . ·: ··: -.·. ~ ~-, __ ·_ -.-·-, ._ . ~ --._. ·1.:' ·: .:'", --.: ...... .. :_, .... • • •• :"-.,-'' •• •• •• , • ~ .. --~ • : -~ ~ .:., .: 4 .: ' • .. . · .. , .... -~-. -"".~· ~ •·.·. --~ · ... :-_-_r . · WEARE SENDING YOU: .. _ .. ::. "\.··-:·-··:<.·.-.. _.-··::.THESE ARE TRANSMITTED:_. -~ · .' ':' ~}1\~c~;~·,,! ·: </''.'}} .. / :~ :-• -• (Xi:: FiJrAppro~;I ·. -· · · ·· • : ·_·: , •. -. ,· ,-: :,/-·· .: .. . [ ] llrlder sep~fiitiC~v~~-.,: > ' . ' 'I. I For Your Use , . ' , . , -' ' ' ' .:, .<?: _ ~---, :-· ·,> [ l .. ··\. Plans ;· .. ..,. ..... · .. ·. -· . < .. ·.· ·· >·.-'.·.· .·._.~ :;·:, ·<·:·· [ .] : As Requested .... · . . . . ·: \~·.: .. ~ .0 ··\/·· :> · ,·-· _.· -·, . [ · ] -~ -Specifications · · _ · .. ~ _ ·. -.-[ ] : For Review and Comment . . ., · .. . . . . ·; _ ... ··: _ _. ·_..-._[. L. :shop ·q~~wing~ _:_ . • ---__ :. -· :· .·. --_ ... · · [ ·1 Approved As _Supmitte_d .---,. •,. · .. , ·· -·· < ·,' _ ·;:· _ . . .. · -_[ .) . :Change 9rder . -:. · ·_· .. _ --~ · _, . .' ·. -· _ .... : .-~-. -[.·] ·. ~proved As Note~ · · ·.:•_ · .. ---_ .: . · .... :/:-.· ,< · · -•4 • ;::-.:.:. -:·-· _-. ;·:: : .-':f] .··_. Prin~-_. :-,, \ · ·. ·. . _ .. · _--~ .· .. _ -,_ · [-l '.'Returned Fo(Correc~ons _·.· : . · _ . . ·. •: · ·.:··_· ... , . . . _.. -_-[ _) --Copy of Letter·_·_ ~· ·. _ .· :· -- - " -· : · [. ] ·Prints ·Returned After loan To Us ~ : .. :' · .. ;_,_ ·'._. _-.: .·} ~·-,- . · ·. ·.--.---:·--:[ r_-.·_,q~~~:-~:-.-~----~/·-.·<-------,-.... ·,~[_.]·6ther:·· · · ·. ·· · · · ··· ... , .":·/·-:_.· ·-· .t/:~:.-:-~_-:·: . . _.-.. · c~-pies : :, :: 1-D~~: · :_ :_: \ ':'.: ~o. ; ' ,: > .. -· · ·· DeScripti;ri . >. > ; · ' · : .-, ,,· < ;;,: "' · . . ~ , . . · .. : : .. ·,• ' ' . . __ ·_ ·.·: ··.4 .. ·.· .. ~-. · __ ,9/9;:, -,~·-=··:·-:·. ·_:: · --~ .i'. · · .. ·:_.-..:_· .Revis~d-Con~truction Pla~s, :S.igned .& Se~l~d - . : _, -"1. --:· · -·. _· ..... ,: 9/9( ·. · .. ·· ........ 2.-· .. · Request"tor Additional Information · -· ',_-••• ' ·.~ • ,.· ..... ;_ •• ,., • •1.·.-... • ~ • ·:. • ,: • • . ·•. · .. ~ . . .. ~_-· -,.~_ ~ . -.. ;,. ; . .. ~-.. :. ~· -. :, .· ·,. . : . ~: . . . -. -: .. . ·, ... : :~ ~-. ·. , -; ' . . : ' ,, . . . ... . ~ :-.. : . ···-~.. . . ·. -. · REMAkks: -~~· ·;-,. .. . ,; ... . . .:.····: · .. · ... , ·.·:-:-.. ...·· ,.; ·. ~-.: .' ':. ··~ ···· .. ·. • . : ~ t .-• . -~- )f you· hav~ any qu_estions r~gardi_rig .this· pa~kage co'n.tact me at 783-1320 ext 23 .. .' ... · . -:. ,.,· •.' .... : ,.,· .· .. -.. ·~ . . :.,.. :I ....... •.· ~-. # ••• • -• ~ •• • 4 ..... ••• . . . . . I ,_.• • • I ~ -· .. :'--.., .· ~ . . . . · ... · :: -. : ... :_:,-. .: ·copy'T~: _.>_:: _.·. :< ... -'.~-· · _ . ·:.-·.·_. -.. . : ". . ' .... ... __ ,._ ·:.•· .-. ,·, . .. -· ~ . ., ) . .' . : •. _. ~. . . .. : · · . ·::: Ed·Gardulski · --, .. -· ,--. --. . . : _ _.. -~ _--: Steve Cayer, Cu~tom Docks ' ' · . ' • • • . ' • . • \ ' . -_ ~:,. .. .. -. . 7 . ·.,, _ .. ·-· ·. ·.;•8680 N~rthAtlantic Avenue ~ ··. P:<?·. ~x·l~ .. ·_. ·.' .·.··eape.~ve~ Ffor1da3292()-163<? .· : . c~eds'Jot\fdotC3ffl).doc ,.._:·_. · :_: : .. · · ..... · . ':. · .• .. ,. , .· : ' .. ; •.l . ~ • -·, . -. Signed·~ -. > ·-.· ~)_ : > ':: '. ; .. , •,._.._.,••·-,,, •·~'St-.·' . -~ • 0 •, • .. : • I I• ' • :·~---~.;··.-~---\~:~·->···•, .. :·-.'--·:'·-· . .-,_.· .... --·-· _ .Joh~A.Pekar,_PE ·_ -.··-.;.,,_· :·· _,··. · .. ·._-:-\ -· -· .. • . • ... ,•c. --.•.• ~ .· .. ~--· •. :·. :_ .-.-·Vice Presiden·t · .-·. ::'--........ : .. : -·: ·.-·. ·;.' '• ··. -·. . . ., . .,·,.··-~)<..f :. .. _:·." . ' •• ! -·. ' .• \ :_, -·. .-... ·, ·. ',•,. ·. _.·,: :.:.· ::-. . >.~,-·_-.. ;<:,·:·-.:-?.·> __ -... .. . ·:-· ·-·. _. . . .. ·· .. ·. ·.--. -~: •' •'•,\· .... •.·:.;•". '·-.··.--·:~_-_·.~:.·,_ .·.,: ... -. :_' ,.::-:: . : __ . ' . \-\· .. ·:;.,.:. ..:. ~, ·, .. '-.··:<· >--· ..... ' -. . , ·. . '. ·. -. ·: . ', . , __ .· •:~· -'.,. _... :. · __ . ·. f,:, .:. :_:' '. :; : ... --~•; ,, :· .· -~.-·i·,··.~.·-,··::·•.-';.-.... •:~··;; ... · ..... :,:·.-.-, ,·_ ... ·_: ·.,:. ;-'.-··.·.··,.:· .. -: .·· _.---:> .... · ~\?·:······ , __ ._'.-~_· ... · _:_• ;·.· STOTTLER STAGG & ASSOCIATE~<--~ ·ARCHITECTS• ENGINEERS• PLANNERS, INC. · ·· · -: .. • . . ,--; 407 783 1320 Fax 407 783 7065 _-·: ' 1 , .. · ' · · Septernber-"16 ·1997 · •·_\; ·. · · · · -.-:: _. · -~-'. -~, : ~ · . · · · -· ·.· · · ---· ,··, . '.. : .; . -: •. ~'. .· ~~i~~1~:i~~:if r -l.{.1 '.:::~{ i;/: ('.:~:/ :?.::: ;:_: ~: ~/,::: :_ . ~ : '.·;: :: :: i :: :·:;:{ :~ . _ -...... : ·. / \ ::: ·: ;i :,:', >; .• ' .:_. -~ Florida Department of Transpcirtation <: ·; .:. · .... ::'· ... _· ·: ~ . ·, . -~-: ·: . :.·. · .. • ·. ·. -< ·~ ·.,."' ._:·~---·;_': -·,:: .,_, .. ;_: ~ : .: ·· __ .. .-.... ·'. · PedestrianWootlBndge,.Section .70080,-SRA1A · .. .-•·· ·: .·: .. ··;-.. .. -. ,,-,--,-.:. :.-. ·~··'>:·:·-···,.: ~;, .0: ""r ~·-::-: · . . ·~ · S~A is· in receipt of your letter aated Au·gust-26, ··1997 regarding the above referenced permit ~pplication. -·. :: · .... _ ~ > _: ·-_.• :._· -·weofferthefollowingcornmentsto·yourletter.>/-~·_-_:.'.--.. , ·.' · ·. .· .. __ ·_ -· ·:-. . .. ·" , · .. ·.-·-"·· . ·.-:. ,· -_. _ _.,-.::-.. : ~---.: ,_·;_ -> (•--~_: ... : ',,.>_; '?'·. -. :-· ·. ,_-... -,·:·,-.:·.:·· :_ : . ~-. .. . ' -: < 1. · SHT 3/4, General Note #1 should -refer to: The latest. edition "FOOT Standard .Specifications for Road . • > . ·. · · :-. · .. ·. _: .&·Bridge Construction" ·and "Roadway and Traffic .·Design· Standards" .. · . .What is design based· 6n, ~-· ;·:_ -:·\ ·. • : , A,A.S.HJS,: UBC'.'etc:?_ ) C : . _ ) <, : :, · : -' ''.," : :, . . : -. _. -. C \., '.: > .... •-_ .. :· SSA RESPONSE: The note has been revised to state" .. : Latest'English Edition".-Please·.note r~ ·_: .. :: .... :_ ~• , • • , • ) ~ _. • • t ' 1 • • • • • •" , I • " ', • , • • •:·. _:·. · · / .~.:' -~,. · ~at addi~_onal cross bracing has been added to the bridge. -· --.. -. ·:.-,. . . : . ,; { :· ~2 .. SHT 4/4. t~bel is' sh~wri se~er~I times~ a~· 2-.5 -,.REJ\TrviENT MARINE PILINGS (Type). \vh~~ !&· 2:p?.. :-· ._I .··: : •• ' ·" \~':, . I,-.. .: ... ., : . : .. • ..... -.. r ... ,• .. , .' ... , ~ .,·..:, v. ~ ... ,' ~ -,_. . ·•.. :°,,'. ',' ... ,(', ...... ' .• '•;.,. •,. .·.~ .. ·) ~ "• . . ~ .. :·. : _ -.. : · :·: : __ SSA . RESP(?_NS~_: . __ ~~e l~be~. f~r ~~~ 2~5 -~~~~~ :trea~en_~ ~a~ ~e~~-r~m~~~~-~~t~ 1-~-~~ ~ ~~~\ ·:·. :--/. ·~ :_> . .-. •· .. · ... · added_to .clanfytreatrnenttype .. _-.. ·: .. ,-:·.· _. .. ·< --_: .. ·.. •.·. . ; : .. ··., .. ;-,-. .-., --~·-·::: . ' ; . ~-:_. , . '. 3. sHT ~4/4:: Lo~gitudi·~~I~ ·seqtion_: .. · Label ref~~~/t~--2~x4" .pic.kets ~herea·s .cross . sec~o~. c~lls .t~/ 2"_x2~ ~ ·\ .. ··: ~ : '.,' · ·, ... · _'· · ,· . piGkets. _Plan ~should · make . note that'3i8~_-bolts fo·r pickets' ·sha.11',have -'nuts placed __ on the>.outsiqe,·: '.:. · .· · .. ·:_ ·.· . · :· . . , · · ·. opposite pedestrians:~--: _.,. ·-~< · .-:·-.·.-. :' ._ .-~--.: · :_; ... -··: ·_,_ ·. _.: : . · · . . .. . ,. _ _ \ i· <;· • : ._ ; • • : • • • • • •• A • \. • .... , ,• '"-• ,,J • •~-·••• ':,'"', •• ~••~••:• •-... , I •. • ",_ • ..: •., •• ' ,. • • •,' • •~ .. • ,.• • • \. ~. ,• •." • ' . .·· :. . , : . SSA RESPONSE:· The section· has been revised to sho~ 2"x4" pickets with the 3/8" bolts placed --·. ··. · · . _ . -, •• • .: • •"" • • I • ·, ' ' I • . • • • • ; ,_ .J-_ • ' • :. j, -. ., · · -· -· ... : • ·: to have nuts on the outside .. ·". . -· . _._ · :·. -· ·' · •': : '. 4. SHT 4,/ciOss Sec~o~. Pian sho~id indib~t~ Sp.iCirig between 2"x8" decking, to all~~ for e~pdnsiOil. .... ·.: .. : . ._· .. · .. ·· .:· _·: ;-SsA·~es·PoNSE:\h~ de~ki~g ~iii ~ontract'(ie.-, ~hrtnk} to'have·a-spacing of ap.pr~~im~tely 1·,a<-. -._ . . . , · · .. ¼". This is ~tandard·ti_m~er decki~g __ profe~ure:., . -· .-:--· ·, ··. :: . •: . ·_ ·. _;. --, -.-: . ,· ~. 5. SHT 4i4. Cross Section_.' ?"x1Q" -~ail sho~ld·-~e:.placed at 5 degree$ to. horizontal 'to' form a wat~r\able, . in order-to allow water to run off .·· -·:. -;:, :· ·· ·. . ·:; ,· ·. . r .. • ••• ~ _ .-.. _ · .-'. _. ,·, •. ·_.. : ,. ·.,. '_· ~:· .:i; . -~SA 'RE~P~~s~~ .·.co~~~nt i~ -~ot~J}•-i-~e 'ii~o~·ha~ ;e~;~ed to 2" x \2"--~~il '.a·n~-wi~1 ;eiain: ~~ ~ )> :_-: --~-,. -,., . ,·_ . ; --origin'ally'designed,\3s both· a safety consideriition'.~nd ease· of construction detail. , : : ~-'. -. \.'.' .< •, ·. •·, t ; ·:. . . . · . 6. · sHT 4/4. LClrigit~di~~I, Se~tiOri. Whl riie~~s wiil. be U~ed to pro~ide the r~quired 'tacti1e. S~rfa~e Oii :'::·. , : ,._ \ · .. ·. . · .. _ 1 :-12 sections·of bridge?~.:·· ·._· ~ :: .. >:.Y.:: -~:-~ > .. '.: : ... ;" . ·. -. --. i :· -· . :. · .-·. :·. . .· -,' ':-. ·->· . -. :. · ~· :·· -. ~ • .,"' • ,• • -•_., ,·• • • I ( ,. t, : • ~, -.... ,• ••• • •,~• ~• ,•••-•, ';-•~ ,:: ~-,,r-' ,••.· • :-_•• •• • ., • ,.::• ,.J•. > *' • 4\.:~ "\ "'._••., ,: ... ,#~ ~1'~ •, !:.,.•• ... ·. · · · ~-.·~>SSA ~E~PONS~: A.n ad~esiv~_non·.:s_lip surface·~m. be ad_ded to the ~af'Dp s~ction: ·: .. ·: :::·. :: ;--··: ,_· .. _',· .-:_·. ·: . .. . •: ·.·.:::; :•.• )\\ : .',:·-~J?'·,::f ((:;-}' Ci\'·>I.,)0·/\::?:i:,:. :. ; ... ·:· .. c'.:·_~-•... ~ .. :·•·•.·• ... <·:,·: {.'~:.\\(,:'.{:":::.:" •. _·: · .· .. :\ . STOTILER' STAGG ··:& ASSOCIATES>,~--.':: ..... ARC_HITECTS ~ ENGINEE,RS • PLANNERS,. ·IN9 .. ·, ':-· . ." ·.-.. : . .-, ·\ ·- ." • • 0 • ~ -l I f ", • , •r • . .._ • ,1 ,• • ': t ol -~• ,,,. • • • ~ , " •\ J O ,,~ •,,. I --;• "'"• "", • ' : · -~ . ., 8680 No$ Atlantic Avenue , ·,. · P.o: ~x 1630 ·. ; ~. Cape eana:vc,ral F'l_ort~,329'20-1630 -~11~. 13~0 , · · ; _Fax 407 783?065, ·, .. -. ·.' • ·.; . ~-': ·; -c:~ojedslcapeV-brici?eraitr ~-~ .> ' ' :· . :._ G,~t To Work For.:. G_rea~r To Work With -... ~ .· :· . ',_• .. · ... :,: :?· · .. ;·.: / Mr. R.W. Thompson September 16, 1997 Page 2 Response to Comments Permit No. 5-70K-0025-97 7. SHT 3/4. Project Record Documents. Submit one (1) set of as-built drawings to F.D.O.T. Cocoa Maintenance. SSA RESPONSE: A note has been added to the drawing. 8. SHT 3/4. General Note #13. Be more specific on Sheet 4 of material to be used. A copy of District Structures and Facilities comments are attached (Redlined Plans). SSA RESPONSE: Materials have been specified in the notes on Sheet 4/4. We hope that our responses satisfies your concerns. If you have any additional questions or comments please do not hesitate to contact our office. Sincerely, STOTTLER STARMER & ASSOCIATES ARCHITECTS, ENGINEERS, PLANNERS, INC. John Pekar, PE Vice President JAP:jls cc: Mr. Ed Gardulski, Public Works Director c:\cMl\projects\cape~ rai to fdot.doc "Great To Work For ... Greater To Work With" .. ...... ...... FLORIDA ~ DEPARTMENTOFTRANSPORTATION -. ...... LAWTON CHILES GOVERNOR ·-~ ... 5 5 5 Camp Road Cocoa, Florida 32927 August 26, 1997 Mr. Ed Gardulski, Public Works Director City of Cape Canaveral 105 Polk Avenue Cape Canaveral, Florida 32920 RE: Permit No. 5-70K-0025-97 Pedestrian Wood Bridge Section 70080 SR-AlA Dear Mr. Gardulski, Our sufficiency review of the above referenced permit application received on July 30, 1997 revealed that the application as submitted is not sufficient to begin review and lacks the following items: 1. SHT 3/4, General Note #1 should refer to: The latest edition "FDOT Standard Specifications for Road and Bridge Construction" and Roadway and Traffic Design Standards". What is design based on, A.S .S.H.T.O., UBC, etc. 2. SHT 4/4. Label is shown several time: 8" 2.5 TREATED MARINE PILINGS (Type). What is 2.5? 3. SHT 4/4. Longitudinal Section. Label refers to 2"x4" pickets whereas cross section calls for 2 "x2 n pickets. Plan should make note that %" bolts for pickets shall have nuts placed on the outside, opposite pedestrians. 4. SHT 4/4. Cross Section. Plan should indicate spacing between 2"x8" decking, to allow for expansion. 5. SHT 4/4. Cross Section. 2"xl0" rail should be placed at 5 degrees to horizontal to form a water table, in order to allow water to run off 6. SHT 4/ 4. Longitudinal Section. What means will be used to provide the required tactile surface on 1 : 12 sections of bridge? 7. SHT 3/4. Project Record Documents. Submit one (1) set of as-built drawings to F.D.O.T. Cocoa Maintenance. . .,. Page -2- August 26, 1997 Permit # 5-?0K-0025-97 8. SHT 3/4. General Note #13 . Be more specific on Sheet 4 of material to be used. A copy of District Structures and Facilities comments are attached (Redlined Plans). If you have any questions, please contact Leland Smith 634-6585 or Jack West 690-3241. Sincerely, R. W. Thompso , P.E. Maintenance Engineer RWT:sj cc : John A. Pekar, P.E. Stottler Starmer & Associates FLORIDA DEPARTMENT OF TRANSPORTATION LAWTON CHILES GOVERNOR Office of the General Counsel 719 S. Woodland Boulevard DeLand, Florida 32720 (904) 943-5490 Mr. Bennett C. Boucher City Manager City of Cape Canaveral Post Office Box 326 Cape Canaveral, FL 32920-0326 719 South Woodland Boulevard DeLand, Florida 32720 August 27, 1997 BENG. WATTS SECRETARY Re: Joint Project Agreement for Pedestrian Bridge WPI# 5110646 Dear Mr. Boucher: Please find enclosed an original executed Joint Project Agreement between the City and the Department. This agreement is returned for your files. Thank you for your assistance with this agreement. If you have any questions, please call me at the telephone number above. cc: Kohn Bennett, Esq. Mike Szunyog Sincerely, r--iJ c6: ~-~ov':::LVsq. District General Counsel District Five Please Copy Need ~ Copies Copies To: Original : ~Return to: _5c,r.,rJ--f • File under: ______ _ • Posl;_~'" copy request pad 7670 State Road: Section: WPI No.: County: JOINT PARTICIPATION AGREEMENT BETWEEN AlA 70080-3519 5110646 BREVARD THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION AND CITY OF CAPE CANAVERAL This Agreement by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION (hereinafter referred to as the DEPARTMENT ) and CITY OF CAPE CANAVERAL, a political subdivision of the State of Florida (hereinafter referred to as the LOCAL GOVERNMENT), WITNESSETH: WHEREAS, the Parties have been granted specific legislative authority to enter into this agreement pursuant to Section 339.12, Florida Statutes; and WHEREAS, the DEPARTMENT is prepared, in accordance with its Five Year Work Program, to undertake the project described as SR AlA Pedestrian Overpass, in Fiscal Year 2001/02, said project being known as WPI No. 5110646, Section 70080-3519, State Road AlA, Brevard County, hereinafter referred to as the "PROJECT"; and WHEREAS, the PROJECT is on the State Highway System, is not revenue producing and is contained in the adopted Five Year Transportation Plan; and WHEREAS, the implementation of the PROJECT is in the interests of both the DEPARTMENT and the LOCAL GOVERNMENT and it would be most practical, expeditious, and economical for the LOCAL GOVERNMENT to perform the services to effect construction; NOW, THEREFORE, in consideration of the mutual benefits to be derived from the joint participation of this Agreement, the parties agree as follows: 1. The LOCAL GOVERNMENT shall hire a design consultant and contractor using the LOCAL GOVERNMENT'S normal bid procedures to perform the design and construction work for the PROJECT. The payments from the DEPARTMENT to the LOCAL GOVERNMENT set forth in Paragraph 3 PROJECT by herein are conditioned upon the completion of the the LOCAL GOVERNMENT'S contractor, in a manner consistent with the PROJECT construction plans. 2. The LOCAL GOVERNMENT shall hire a professional engineering consultant to perform the design work for the PROJECT, which design work shall be deemed to be part of the PROJECT. Additionally, the LOCAL GOVERNMENT, shall be responsible to ensure that the construction work under this agreement is performed to meet all DEPARTMENT standards. The LOCAL GOVERNMENT shall send to the DEPARTMENT copies of all testing and inspection reports immediately upon their completion. The DEPARTMENT shall perform independent assurance testing and analysis during the PROJECT. Said testing and analysis by the DEPARTMENT shall not relieve the LOCAL GOVERNMENT of its responsibilities under this agreement to ensure the methods and quality of the work. 3. The DEPARTMENT agrees to reimburse the LOCAL GOVERNMENT for its actual direct costs, excluding LOCAL GOVERNMENT overhead, in accordance with Section 339 .12 of the Florida Statutes and subject to legislative approval and appropriation in an amount not to exceed $75,000.00, in September 2001 for the design and construction services. The DEPARTMENT further agrees to request appropriation of said amounts from the Legislature prior to the fiscal year in question. 4. The DEPARTMENT will reimburse the LOCAL GOVERNMENT for its 11 actual costs 11 , which are 1 imi ted to the LOCAL GOVERNMENT' s direct payments to its contractor (s) and consultant(s) as required for construction of the Project and the design work. 5. The DEPARTMENT agrees to make a lump sum payment to the LOCAL GOVERNMENT in September 2001 in a sum matching the payments made to the contractors and consultants over the course of construction and the design work. Payment will not exceed $75,000.00 for construction and for design work during the Fiscal Year specified, as reimbursement to the LOCAL GOVERNMENT for costs incurred for work performed pursuant to this Agreement and subsequent to the execution of this Agreement, which payment is conditioned on the following: A. That LOCAL GOVERNMENT has incurred $75,000.00 for construction and for design work in costs for work performed under this Agreement; B. That LOCAL GOVERNMENT provide DEPARTMENT with invoices and other documentation sufficient to evidence that LOCAL GOVERNMENT has incurred the requisite costs; C. That LOCAL GOVERNMENT provide DEPARTMENT with a letter from a person authori zed to confirm that LOCAL GOVERNMENT has incurred the requisite costs. 3 D. That the LOCAL GOVERNMENT has completed construction of the Project. 6. If LOCAL GOVERNMENT does not incur $75,000.00 for construction and for design work covered under this Agreement, then DEPARTMENT will make payment in an amount less than those amounts respectively, which the LOCAL GOVERNMENT has asserted and provided documentation to the DEPARTMENT in accordance with Paragraph 5 (B), ( C) and (D) . 7. The LOCAL GOVERNMENT agrees to provide progress reports to the DEPARTMENT in the standard format used by the LOCAL GOVERNMENT and at intervals established by the DEPARTMENT. The DEPARTMENT will be entitled at all times to be advised, at its request, as to the status of work being done by the LOCAL GOVERNMENT and of details thereof. Either party to the Agreement may request and be granted a conference. 8. All tracings, plans, specifications, maps, models and/or reports prepared or obtained under this Agreement shall be considered works made for hire and shall become the property of the DEPARTMENT without restriction or limitation on their use. The DEPARTMENT will have the right to visit the site for inspection of the work and the drawings of the LOCAL GOVERNMENT at any time. 9. In the event this Agreement is in excess of TWENTY FIVE THOUSAND DOLLARS ($25,000.00 ) or has a term for a period of more than one year, the provisions of Chapter 3 3 9. 13 5 ( 6) (a) , Florida Statutes, are hereby incorporated: 4 "The Department shall not, during any fiscal year, incur any liability, or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during such fiscal year. Any contract, verbal or written, made in violation of this subsection shall be null and void and no money shall be paid thereof. The Department shall require a statement from the Comptroller of the Department that funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts tor a period exceeding one year, but any contract so made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years; and this paragraph shall be incorporated verbatim in all contracts of the Department in excess of $25,000.00 and having a term for a period of more than one year." 10. The LOCAL GOVERNMENT agrees to keep complete records and accounts in order to record complete and correct entries as to all costs, expenditures and other items incidental to the work for this Project. 11. This Agreement shall continue in effect and be binding on the parties until the Project is completed, any subsequent litigation is complete and terminated, final costs are known, and legislatively appropriated reimbursements, if approved, are made by the DEPARTMENT. 12. This document incorporates and includes all proper negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein and the parties agree that there are no commitments, agreements or understandings concerning the subject matter of this Agreement that are not contained in this document. Accordingly, it is agreed that no deviation from the terms hereof shall be predicated upon any prior representation or agreements whether oral or written. 5 13. The DEPARTMENT agrees that the construction, reconstruction, and maintenance of the State faci l ity for this PROJECT i s necessary and practical and in the best interests of the citizens of the State of Flori da, and does hereby authorize the LOCAL GOVERNMENT to proceed with construction of the roadway as shown on the approved right of way maps and construction drawings. IN WITNESS WHEREOF, the LOCAL GOVERNMENT has executed this Agreement this day of -----------' 19 and the day of DEPARTMENT has executed this Agreement this ---------' 19 ___ _ (SEAL) Approved as to Form, and Attorney J:\WPDOCS\TM\GSL\CAPCAN.JPA 6 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION By: ~V)\_~ Na~Houston District Secretary Attest: Executive Secretary (SEAL) Approved as to Form, Legality and Executi~:~ m: Dis ct Counsel Financial Provisions Approved by DEPARTMENT Comptroller ,, AUG. -2.7' 9 7 (WED) 15 : 2 4 S. S. A. ' J.J .-:: I" I Ur I K H 1\10 t"' U "' I H I ~ U 1\1 I t. L ; 1 -lJ U ( -b ::i U -,!i i L ', TEL: 40 , 783 065 P, 002 Hug 1 (.~r 13 :~8 No.0 05 P.01 FLORIDA DEPARTMENT OF TRANSPORTATION UW'JUICKIW CiOVIUNOII SSS Camp Road Cocoa, F]orida 32927 August 26, 1997 Mr. Ed Gardulski, Public Works Director City of Cape Canaveral 105 Polk Avenue Cape Canavera11 Florida 32920 RE : Permit No, S-70:K-0025-97 Pedestrian Wood Bridge Section 70080 SR-Al A Dear Mr. 'GarduJski, Our sufficiency review or the above referenced permit application received on July 30, 1997 revealed that the application as submitted is not sufficient to begin review and lacks the followin(' items: I. SHT 3/4, General Not~ #1 should refer to: The latest edition "FDOT Standard Specifications for Road and Bridge Constructlon11 and Roadway and Traffic Design Standards'1 • What is design based on, A.S.S.H.T.O.1 UBC, etc. 2. SHT 4/4 . Label is shown several time : 8''.2,S TREATED MARINE PILINGS (Type). What i~ 2.5? 3. SHT 4/4 , Longitudinal Section. Label refers to 211 x411 picktts whereas cross section calls for 2''x2" pickets. Plan should make note that 3,ii" bolts for pickets shall have nuts placed on the outside, opposite pedestrians, 4. SHT 4/4 , Cross Sectlon . Plan should indicate spacins between 2'1x8" decking, to allow for expansion. S, SHT 4/4 . Cross Sectlon , 2 "x l 011 r1il should be placed at , degrees to horh:ontal to• form a water table, ir, order to allow water to run off. 6. SHT 4/4. Longitudinal Section, What means will be used to provide the required tac:tilo surface on 1: 12 ~cc:tions of bridge? 7, SHT 3/4. Project Record Documents. Submit one ( 1) set of as-built drawings to F.D.O.T. Cocoa Maintenance. ) U G. -,7' 9 7 (WED ) 1 5 : 2 5 S. S. A. TEL: 40 i 783 7065 P. 003 . JJ't. 1 I U r I 1'1: H l'I ~,... U t< l H I l U N I t:. L ; l -tJ U ( -ti 'j U -.j i L ~ Hug ~t.~t lS:aa No.O05 P.02 Page .. i- August 26, 1997 Permit # S-70K-0025-97 8, SHT 3/4. General Note #13 . Be more specific on Sheet 4 of material to be used. A copy of District Structures and Facilities comments are attached (Redlined Plans). If you have any questions, please contact Leland Smith 634-6585 or Jack West 690-3241 . Sincerely, R. W. Thompso , P.E . Maintenance Engineer RWT:sj cc: John A. Pekar, P.E. Stottler Starmer & Associates City of Cape Canaveral August 18, 1997 VIA FAX: 633-2083 Ms. Harriet F. Raymond, Projects Coordinator Brevard County Public Works Department 2725 Judge Fran Jamieson Way, Building A Viera, FL 32940 RE: EAST SR AJA PED WAY PROJECT Dear Ms. Raymond: Per the terms of the interlocal agreement, enclosed is an invoice for $20,000 for the design of the East SR AJA pedway. Please remit payment to the address below. Once again, thanks to you and the county staff for helping make Cape Canaveral a walkable community. cc: City Treasurer Public Works Director 105 POLK AVENUE • POST OFFICE BOX 326 • CAPE CANAVERAL. Fl 32920-0326 TELEPHONE (407) 868-1200 • FAX (407) 799-3170 VIKING OFFICE PRODUCTS Form No. FA3 ~--· Fold at arrows to fit Viking double-window envelope no. 772922. To reorder call toll-free 1-800-421-1222 \~ ------~ --------------------------------------------------------------------------; SOLD TO CITY OF CAP-E CAN.A VERAL P.O. BOX 326 CAPE CANAVERAL, FL 32930-0326 (407) 868-1234 Ms. Harriet -F ~ Raymond, Projects Coord·inator Brevard County Public Works Dept. 2 7 25 Judge_ ·Fr~n ·Jamieson Way, _Bldg A Viera, FL .32940 Desi n of East SR AlA Pedwa Invoice SHIP TO ORIGINAL ___ T_H_A_N_K_Y_O_U __ ~(____ TOTAL D E .. · . . . . . . No .. 00022~ $20,000 00 20 000 00 -----~-~---~-=~-~ ~1· ·-·-=---- --------~- ----·---------------------------1-++------ ------··-------------------------------- ·--·----·------------·••·-------------- --M1------ ll1 -----i!! I •, !I I -----· i _.., _____ ., --. ! --~----. -- -·----·--. _ .. ____ ' -·-----·-------· --' -., 1/~ g -:;,g tJ,-;;, l >/f?f702f~ 'V_; ~-Ob-1 _J_ ·o .'J -~ _j_~M~ i.)~b¾:J ~ b ct~ -o b ~ -xv..::1 .:.-- -<2,1? L '1YS.9 d,r'70if_1 f j 't/f;? £! C:.9L t:I» l,,JH r, 'iv', tiJ) _I o()_::L ,:,~-VVl!/11 _j_ ', ~0)) -0Gt:'7) J_O(]:=l =:171.,l..Q ~:371 ---~ - i~s.~ J7. '_/ ~ .; ~ ~c C/::.:::1i1 Henry Dean, Executive Director John R. yv'ehle, Assistant Executive Director POST OFFICE BOX 1429 PALATKA, FLORIDA 32178-1429 TELEPHONE 904-329-4500 SUNCOM 904-660-4500 TOD 904-329-4450 TOD SUNCOM ~50 \NATER MANAGEMENT DISTRICT FAX (Executive) 329-4125 (Legal) 329-4485 (Permitting) 329-4315 (Administration/Finance) 329-4508 -----------SERVICECENTERS ----------- August 28, 1997 City of Cape Canaveral 105 Polk Ave. Cape Canaveral, FL 32920 618 E. Soutl Slreet Or1ando, Florida 3280 t 407-897-4300 TDD 407-897-5960 Re: Section 15, Township 24 South, Range 37 East Pedestrian Bridge to Cross a Drainage Ditch Noticed General Permit 400-009-0382O-ERP 7775 Baymeadows Way Sute 102 Jadcsonvile, Florida 32256 904-730-6270 TDD ~7900 (Please reference permit number on all correspondence.) Dear Sir/Madam: PERMITTING: 305 East Drive Metx>o..me, Florida 32904 407-984-4940 TDD 407-722-5368 OPERATIONS: 2133 N. 'Mdcham Road Mel:>otrne, Florida 32935-8109 407-752-3100 TDD 407-752-3102 The District recently issued the above-referenced permit. We would like to offer our assistance to insure that your project is constructed in accordance with the District permit. We will be glad to arrange for a representative from this office to attend any preconstruction meeting that you may schedule for this project. For planning purposes, we ask that you give us at least 10 days notice prior to the scheduled meeting. This will enable us to gather all necessary information regarding your permit. If no other preconstruction meeting is scheduled, you may arrange a separate meeting with only District staff. On permits where mitigation is proposed, the permittee is required by condition to schedule a meeting with Melbourne District staff. Therefore, please check your permit conditions to determine whether or not a preconstruction meeting is required. Please feel free to call me at (407) 676-6616 to notify us of your preconstruction meetings, arrange a meeting with District staff, or if you have not received a copy of your permit. Sincerely, £~c:£.~ Karen S. Boles, Executive Staff Assistant Melbourne Resource Management Department of Resource Management cc: John Juilia~( Janice Unger · PDS -CI (19 7) John A. Pekar, P.E. -Stottler, Starmer & Associates 8680 N. Atlantic Ave. Cape Canaveral, FL 32920 William M. Segal, CHAIRMAN MAITLAND Dan Roach, vIcE CHAIRMAN FERNANDINA BEACH James T. Swann, TREASURER COCOA Otis Mason, SECRETARY ST. AUGUSTINE Kathy Chinoy JACKSONVILLE Griffin A. Greene VERO BEACH James H. Williams OCALA Patricia T. Harden SANFORD Reid Hughes DAYTONA BEACH .Jt ,n Pc~ ~--r h :?t11 e 12.. 111 ·•oua, VA~r 11 ...., ~.ea-~ . Ave.~ C~\c.."'J I (?U t-.t. . S AU QJ O L . , ,,, , f:f)L Q,,~~ ~~. ~~A s.s~ ~A C(,'} G~S e,ry ·,· -.. ·, .:: .. ,.. .., .. _ 763 13 2 0 )/-'5 5 -{p/ 0 7 ';,~,~-~9flo "1~'3 ... ,!>2.0 '?€:>> lJ.~ 7'if3-\3~o b3~•.J73.5 66 8 -/~';'O J AGENDA ------ CITY OF CAPE CANAVERAL PRECONSTRUCTION MEETING FOR AIA PEDESTRIAN BRIDGE August 25, 1997 -3:00 PM • Project Overview -Plans & Specifications • Utilities • Gas • Electric • Future Force Main -Port Canaveral • Regulatory Permits and Approvals • SJRWMD -Discuss special conditions • FOOT • City of Cape Canaveral • Contractor Proposed Schedules (start-finish) • . Contractor Work Plan • Stored Materials· • Maintenance of Traffic • Invoices • Survey Control • Inspections/ Certifications • City Coordination • Sidewalks • Landscaping • Signage STOTTLER STARMER & ASSOCIATES SSA Conference Room ARCHITECTS • . ENGINEERS • PLANNERS. INC. 8680 North Atlantic Avenue c:\cM'iprojects\capela-precon ped bridge.doc P.O. Box 1630 Cape Canaveral, Florida 32920-1630 407 783 1320 Fax 407 783 7065 TO 14077993170 P.01 L ~-ID(l--,cra____ i i LASSITER-WARE _XN,tJRANCE OF ORANGE/SEMDfOLE fHC PO BOX 940159 l MAITLAND \ FL 32794-0lS CUSTOM DOCKS kAR~NE CONTRACTORS, INC., 1900 SOUTH ATLAN'l'I:C AVE COCOA !JEACH , FL 329~1 ALLOMtlD.\Ol'OI ~Atm>I JX Blm)AOJ'Clt X lfON,,OWMID AV!\')$ 1KP3pll9741300 lMP3f11974l.300 i u l s P & a ; I. 11 01/96 11/~l/9 000 000 000 000 000 000 11/01/96 97 , t'OMIIDGDmd.alJMn' * 0,000 Jl!ODII.Y·.INJllaY I ' OW....-> · I I .a.u,.y DCro1Y ; a-IIOCiiliaf) 1 · • I I IIUSEttYD.t\WMMI :t i I !. I• ~-ONIIA~~ .m1M8 I '.!l:RTIFICATE BOLDER :IS ~.,:ITI'.ONAL J:NSURED EXCEPT WOlUCERS COMPBN~ATJ:ON ~AX: 407-799~3170 !AND 407-784-1859 I I ! 1 I CITY OF CAPE CANA~ ATTN: SANDY CITY \CLERR 105 POLK AVE 1 CAPl w~v~ ,~. 329'20 SHOULD ANY CW 'Nil .UOVZ D88CRIBD l'OUCll8: A CAHCaU.l:D IIUOitS TD i : DJ11ATIOJ'i DA"nE ~• TIii N8UIJC COMJIANY WILL IN$A.Y01t T4IWL ,3.o_ IM'WS Wltl'JffN NOffCI TO TIIII CDr1l'ICAff BaU>IQI: NAIID 'IO fllm'I'. l I svr rldLIU TO~ ll)CB )l,Yft( .. "IU.U,U. Dll'Oa "° OKIClNl"IION «a.l'A--"r'IN I fllll I ~ 08/13/97 17:16 i· l ,· TX/RX N0.1193 SG E TOTAL P.01 P.001 • AUG-15-97 09:57 AM P.0.2 mEaimFicA'.lbl&SL'iOlt.$.A~TTlUlO;itNPOw Certificateoflnsura11ce ______________ · ---··-•-·-; AN ~l'l.\.'le! POLICY ANO DOES NOT AMEND, m~1~ <;~~t~ ~~~~ci~~~C:a~t~~ THf~~TIPICbATS rl0t;D£R. THlS CERTIFICAT! lS t-:OT I _ H"IQ rvl -•c~ UST.Ii !l~L01,-.:, J1tl9!~1~e~'.:.,::tLeuinf.J1, .. ,Staff . ----------------. ·-,-·· ·-... Leasing m, LP., Staff Leasing, , L.P., Stdf Name and UBERTY - leasing V, L.P. . . • . . . addres, of MUrur I\ T 600 301 Boulevard. West, Suite·202 'Imu.red · ~3 • Bradenton, 1lorida 34205 · · 1 • ·• • la, at ttle, 11~• ~te of s certlflcatG,· 111suntd. Y V'Hil Oompany ul'fder the potfc,y(r,s) 11.sted tJeJow. The Jnsuranc, afforded b' tnii Hated ~oliey(,es) 1s aubj,et to •IIJhelrterms, 1tclusfo1'1s and.eoodltto6a and ts not altered by any requrr,ment tetm o,-('..nndft1on of oth lth >Gr,,.,.. wl'II t, I rtfft te n, ei i ed. . . ~ • .. . I OP. ,. -. -~-·---------=~-------·-.-• -~-.-····-·· TVPli OF POLICY "8 ~~~~S POLICV NUMBER LIMIT 01' LtABILJTY WOFU<EAS COMPENSATION ~POUCVTERM 1--1 ... 9a WA 1 .. 650-004110-297 CoYtPaQj .Attordod Ur,darWC I: PL0YEAS7JAei[rf'f··-~ d the ~Rowing Stntes: AL, M AZ CA. co, cr, ~uy (l'IJWY e-J A~crdQnr ~""' DE, DC, PL, CA. IA,~ 1" $1.000,000. ..... XY, L\, MA. MO, ME., Ml, !odll~ lnlury By 01s~w !'ok, ~. MS, MO, NC, N£ $1,000,000. .:mit I ,----------~1-----------'----________ ..,.__RI., SC. TN, rx. UT, VA S1 ,000,000. Por,;"l NH, NM~ NJ, ~-Y. O.K. PA, 80d11~ 1nJutyBy 6f.,-9a. ~t ;;;;·-· ···1 GENERAL LIABILITY oetiera1 Aggregate-Othsrth:an t-o omJ)leted-5p°Qratfor,e -- 0 CLAIMS MACE mpta Opetat,omiAggrogate -·-· · -· -·, ,y and P,oi,orty at>t!tty··~r--· -I ----· --:;~:: ---i r.n:-----------------Org;;r:lnW~ t 101her. ---~-~~-=-a D OCCU~RENCE >-" _______ .._ ________ ...... , __________________ _.. AUTOMOl3llE • UABlllTV OWN£0 D NON--OWNEO 0 HIAEO Each Accldi~l • Stn9\f/ L1M1I • Q.t. ;.M P.!j. Ce1~~:.-,~-1 ----· LQh P.,g--,;; --4 •• - I EMPLOYEES LEASED TO: ·--BffiCi'iilifi:'iA TE:·-··--, DflS9 t . BJ /IZtJ /9 7 I The abOYo reforoncGU~qlgoJ?N~olilf4f6otdos statuk>fy bonoftts only to tmPloy-eed of the Named lneur&<f C1) on tha i:,olley. not l to emplo~&e5 tJf sny other tmptoym. J ____ ..,.... _____ --__ .,........,.. •1F THE CERTIFlOATi EXJIIRATlON DAT! IS CONTtNlJO~ OA exreNO~Q TiRM, YOU WILL II NOTlPll!O 1F OOVEAAGFi It;; TERMINATiD OR AEOUCID l!FQAt: TI-le OERTIFICATE EXPIRATION DATL HOW!V!A1 YOU WlU NOT aE NO'Ti~ ANNl.lALlV OF THI CONTINUATION 0, COIJEAAGI:. fflCIAL NOT1CI • OHIO: A~ Pl!A$0N WHO. Wmt INTENT TO 01FMU0 OA KNOWING THAT HE IS Fit.OILITATING A FRAUO AGAINST AN fNSlS~!P, SU&M!TS AN APPL.IOAllON OR Fll.ES A CLAJM CONTAINING A FALSE OR l:>f:CEPTIVE STATEMENT IS GUIL TV OIi lNSUAANC~ l'FIAUtl. NQ,-IOe OF OANCELLATK)N: (NOT APPLICA91.E UNLIS! A NUMBER OP' DAY$ 1$ !NT!A!I) Ri.dW.) QEf!OF\E THE $TAieo iXJ:IIJ:\6.TION OAT& THE OOMPANY WILl. NOT CANC!l OA A!Olj~! ,.11! INSURANCE AF~OAC>EO lJNO~ THE ABOVE POL.tCIES UM'tL AT I.EAST ~OAVS ijOTle! OF SUCH CANC~LlA110N HAS BEEN MAILEO To. Liberty M-utu31 Gr1J\lP CER!IFIOATE HO\.01:R CITY OF CRPE CRNRVERR~ ATTN,SANDY / c1rY CLERH {ilttS POI.I< RVE ~ CRPE t:ANAVl:RAL, PL 32920 ~-~ ~ 5 ~--· ···-··-·-. -----l.lN Ito MtELk.E AUTHO~fzec RliPRESliNTATIVt; .._8rti.::;;ad-.:ia .... ntooro,:.:...----800.;;.;:;.....-4~75·4i~_Q_ _____ .J?J.S./ J.3L!V ~Ff:tCE PHONE 0A;~ •SSiJED 08/15/97 09:56 TX/RX NO.1215 P.002 • City of Cape Canaveral P.O. Box 326 Invoice Date: 08/05/97 . 004017 RC1075 97037 105 Polk Avenue Cape Canaveral, FL 32920-0326 Invoice No Client No Project No Invoice for Servicei July 13, 1997. through August 2, 1997 . Cape Canaveral Canal/AlA Bridge per P.O. No. 11887 Field Investigations Fee= $2,000.00 ·x 100.00% Complete Less Prior Billin'gs Bridge Design Package Fee= $6,000.00 X '90.00% Complete Less Prior Billings . $2,000.00 , 2,000.00 $5,400.00 3,600.00 .00 $1~ 000 ·. oo Permitting Fee= $1,200~00 X 75.00% Complete Less Prior Billings Construction Coordination Services Fee= $3,000.00 Less Prior Billings TOTAL DUE THIS INVOICE $ 900.00 600. 00 . 300.00 $2,100.00 STOTILER STARMER & ASSOCIATES ARCHITECTS • ENGINEERS • ·PLANNERS, INC. 8680 North Atlantic Avenue . P.O. Box 1630 Cape Canaverul, Florlda 32920-1630 ,407 783 1320 ., Fax 407 783 7065 ·-7772 I 19 7 AMOUNT 2/lXJ 00 -' . . . • ., ' , I:, ~ FLORIDA DEP ARTlVIENT OF TRANSPORTATION LAWTON CHILES GOVERNOR 5 5 5 Camp Road Cocoa, Florida 32927 March 20, 1997 Bennett C. Boucher, City Manager City of Cape Canaveral 105 Polk Ave. P.O. Box 326 Cape Canaveral, Florida 32920-0326 RE: Section 70080 SR-AlA Cape Canaveral Sidewalk Dear Mr. Boucher, BEN G. WATTS SECRETARY Our District Traffic Operations reviewed your proposal to construct a sidewalk in front of the concrete barrier wall at the existing box culvert and their comments are as follows: Construction of a sidewalk at this location would not provide proper separation between the sidewalk and travel lane. A 4'ft sidewalk would only leave a 3 'ft separation between the travel lane and would trap the pedestrian between the vehicles and the wall. The only alternative is to construct a pedestrian bridge or widen the bridge/culvert to accommodate pedestrians to satisfy the safety requirements. If you have any questions please contact Jack West at (407) 690-3241. Sincerely, R. W. Thompson, P. Maintenance Engineer RWTwj Please Copy Need G Copi~s Copies To: Original: • Return to: ______ _ '© File under: ,h7-.: -;- n Memo To: Bennett Boucher, City Manager From: Ed Gardulski, Public Works Director Date: January 10, 2001 I I CITY OF CAPE CANAVERAL PUBLIC WORKS Re: Transmittal of File on Joint Project Agreement for Pedestrian Bridge, V\/Pl#5110646 Per your request, the Public Works file on the Joint Project Agreement for Pedestrian Bridge, VVP#5110646, is attached for your review. Attach: (1) AS? • Page 1 CONTRACT DOCUMENTS for PROVIDING SERVICE OF CONSTRUCTION OF TIMBER PEDESTRIAN BRIDGE RFP NO. 97-03 CITY OF CAPE CANAVERAL FLORIDA August 1997 CONTENTS -· PART 1-BIDDING REQUIREMENTS REQUEST FOR PROPOSAL PROPOSAL FORM Public Entity Crimes Statement PART 2-CONDITIONS OF THE CONTRACT SECTION I GENERAL INFORMATION SECTION II SPECIFICATIONS REQUEST FOR BID NO. 97-03 CONSTRUCTION OF TIMBER PEDESTRIAN BRIDGE Notice is hereby given that sealed bids will be received by the City Clerk, City of Cape Canaveral, Brevard County, Florida until 10:00 a.m. on August 11, 1997, at which time bids will be publicly opened and read in the Council Chambers at the City Hall Annex, 111 Polle Avenue, Cape Canaveral, Florida. The City of Cape Canaveral requests bids for the construction of a Timber Pedestrian Bridge across a sixty ( 6o+) MOL foot wide drainage aitch. The bridge area will be constructed on the east side of AlA located at the FDOT Highway Box Colvert. Construction is to be completed within 30 days after the bid award. No bids shall be received after 10:00 a.m., August 11, 1997. All bids must be in compliance with the specifications as announced. The City reserves the right to withdraw this request for bid at any time to protect its best interests. All interested parties are asked to contact the City Clerk's Office at 407-868-1221 to request bid forms and specifications. All bids must be submitted on forms provided by the City. Bids must be enclosed, sealed and marked on the outside of the envelope with Bid No. 97- 03 and the name of the item, and mailed or hand delivered to the Office of the City Clerk, Cape Canaveral, P.O. Box 326, 105 Polle Avenue, Cape Canaveral, FL 32920. The City reserves the right to reject any or all proposals ( or part thereof) received as a result of this Bid. The City also reserves the right to waive informalities or technicalities or to award in the best interest of the City and to negotiate in strict accordance with the laws and ordinances governing the City. The City will make an award to the lowest responsible bidder as defined in the City's Code of Ordinances, Sections 2-216 -2-226. Sandra Roz.ar Sims, CMC City Clerk City of Cape Canaveral PROPOSAL CONSTRUCTION OF TIMBER PEDESTRIAN BRIDGE RFP NO. 97-03 Proposal of: _____________________ _ (Naine) (Address) to provide the City of Cape Canaveral with "Construction of Timber Pedestrian Bridge". The City of Cape Canaveral is located in Central Brevard County on the East Coast of Florida. TO: Sandra Rozar Sims, City Clerk City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920 The undersigned PROPOSER has carefully examined the Contract Documents, and is familiar with the nature and extent of the service required. The undersigned agrees to perform the requested service, in the manner prescribed therein, in accordance with The Contract Documents. Prop~r shall attach a Proposal Sheet to this Fonn describing the work to be performed. TOTAL COST: The undersigned also agrees as follows: 1. The contract will be effective immediately upon approval by the City Council. 2. Terms, conditions and rates proposed must be binding for 120 days from Proposal due date. Dated this __ day of ____ , 1997. Respectfully submitted, (Company or corporation name) (Street address, P.O. Box) (City, State, Zip code) By: (Signature, Title) CITY OF CAPE CANAVERAL, FLORIDA BID SUBMITTAL REQUIREMENTS: 1. FORMS: Bids must be submitted on forms provided in the bid package and completed in ink. Any alterations must be initialed. 2. PUBLIC ENTITY CRIMES STATEMENT: All bids must be accompanied by an executed form PUR 7068, SWORN STATEMENT PURSUANT TO § 287.133, FLORIDA STATUTES, ON PUBLIC ENTITY_.CRIMES. (Copy enclosed) 3. DRUG-FREE WORKPLACE: In accordance with Florida Statutes, § 287.087, preference will be given to businesses with drug-free workplace programs; whenever bids are similar in all other respects, award will be made to the entity having a Drug-Free Workplace Program if a Drug-Free Workplace Certification is submitted with the bid. 4. DEVIATIONS FROM SPECIFICATIONS: Any deviation from the specifications must be clearly stated and explained in detail. Otherwise, items offered are expected to be in strict compliance with specifications and the successful bidder shall be held accountable. 5. SUBMITTAL: Bids must be submitted in a sealed, non-transparent envelope clearly marked in the lower left-hand comer, "SEALED BID -RFP NO. 97-02". The bidder's name and address should appear on the outside of the sealed envelope. Bids must be mailed or hand delivered to: City Clerk, Cape Canaveral City Hall, 105 Polk Avenue, Cape Canaveral, Florida 32920. Bids will be accepted until 2:00 P.M., August 11, 1997. 6. BID OPENING: Bids will be opened and read publicly at the Cape Canaveral City Hall Annex, 111 Polk Avenue, Cape Canaveral, Florida immediately after bid closing. Any bids received after the specified time and date shall not be accepted. TERMS AND CONDITIONS: 1. TIME FOR CONSIDERATION: Bids shall be irrevocable for a period of ninety (90) days -· eommencing on the day of opening. 2. ACCEPTANCE AND REJECTION: The City reserves the right not to accept or reject any and all bids or part thereof, to waive any informalities or technicalities, and to accept the bid which best serves the interests of the City. 3. QUALITY: Any manufacturer's name, trade name, brand name or catalog numbers used in the bid package are for the purpose of describing and establishing general quality levels and are not intended to be restrictive. Bids will be evaluated regardless of manufacturer for any item that meets or exceeds the standards established within the specifications. City of Cape Canaveral, Florida Bid Submittal Requirements Page2 4. NON-DISCRIMINATION: The successful bidder will comply with all Federal and State requirements concerning fair employment and will not discriminate by reason of race, color, age, religion, sex, national origin or physical handicap . •. 5. SAFETY STANDARDS: Items furnished shall satisfy all applicable safety standards governing their manufacture, distribution and use. 6. CONFLICT OF INTEREST: The bidder certifies that this bid has not been arrived at collusively or otherwise in violation of Federal, State or Local laws. 7. BONDS: If the amount of the submitted bid exceeds $25,000.00: 8. 9. 10. (a) The bid must be accompanied by a Bid Bond in the amount of 10% of the total bid; (b) A Performance Bond will be required from the successful bidder. TAX EXEMPTION: The City of Cape Canaveral is exempt from State and Federal taxes. ASSIGNMENT: Neither the contract nor payments due may be assigned without prior approval of the City of Cape Canaveral. INSURANCE: The successful bidder shall not commence work under this bid nor shall he/she allow any subcontractor to commence work until the successful bidder has obtained all the insurance required under these Requirements and such insurance has been approved by the City of Cape Canaveral. (a) Compensation Insurance: The successful bidder shall procure and shall maintain during the life of this contract, Workers' Compensation Insurance for all of his/her employees to be engaged in work on the project under this bid, and in case any such work is sublet, the successful bidder shall require the subcontractor similarly to provide Workers' Compensation Insurance for all of the latter's employees to be engaged in such work unless such employees are covered by the protection afforded by the successful bidder's Workers' Compensation Insurance. In case any class of employees engaged in hazardous work on the project under this bid is not protected under the Workers' Compensation statute, the successful bidder shall provide and shall cause each subcontractor to provide adequate insurance for the protection of his/her employees not otherwise protected. City of Cape Canaveral, Florida Bid Submittal Requirements Page3 (b) Successful Bidder's Public Liability and Property Damage Insurance: The successful bidder shall procure and shall maintain during the life of this Contract, successful bidder's Public Liability Insurance in an amount satisfactory to the City of Cape Canaveral, but not less than $1,000,000.00 on account of one accident, and the successful bidder's Property Damage Insurance in an amount not less than $500,000.00. The Certificate of Insurance shall show the City of Cape Canaveral as an additional insured and state the name and number of the project. This insurance shall be maintained with an insurance company or companies licensed to do business in the state in which the successful bidder shall perform his/her contractual services. ( c) Subcontractor's Public Liability and Property Damage Insurance: The successful bidder shall require each of his/her subcontractors to procure and maintain during the life of his contract · subcontractor's Public Liability and Property Damage Insurance coverage in amounts satisfactory to the successful bidder for his/her own protection, with an insurance company or companies licensed to do business in the State in which the subcontractor shall perform his/her contractual services. ( d) Scope of Insurance and Special Hazards: The insurance required under subparagraphs (b) and (c) hereof shall provide adequate protection for successful bidder and his/her subcontractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by the insured or by anyone directly or indirectly employed by him/her and also against any of the special hazards which may be encountered in the perfonnance of this bid. (e) Automobile Insurance: The successful bidder shall procure and shall maintain during the life of this Contract, insurance covering vehicle or automobile operation used in the performance of this work having limits not less than $1,000,000 on account of personal injury and $100,000 on account of property damage. (t) The contractor shall provide all required Certificate(s) of Insurance to the City. The Certificate(s) of Insurance shall state that the policy(policies) shall not be canceled without thirty (30) days notice to the City. 11. BUILDING PERMITS: All permit fees shall be included in this bid. 12. PAYMENT: One (1) payment for services rendered under this contract shall be made by the City at the completion of said project. 13. DELIVERY: All materials to be supplied are bid F.O.B. Cape Canaveral, Florida. DRUG-FREE IDRKPIACE CERrIFICATION IDENrICAL TIE BIDS -In accordance with F. S. 287. 087, preference shall be given to businesses with drug-free workplace prcgrams. Whenever two or more bids which are equal with respect to price, quality, and service are received by the State or by any p:,litical sub:iivision for the procurement of comroc:d- ities or contractual services, a bid received from a business that certifies that it has implemented a drug-free workplace prcgram shall be given preference in the award process. :· Established procedures for processing tie bids .will be folla,;ed if none of the tied vendors have a drug-free workplace pr~arn. In order to have a drug-free workplace prcgrarn, a business shall: 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2 . Inform employees al:::out the dangers of drug abuse in the workplace, the business 1 s policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance prcgrams, and the penalties that may be imposed upon e.rnployees for drug abuse violations. 3. Give each employee engaged in providing the commcdi ties or contractual services that are under bid a copy of the statement specified in sub- section ( 1) . f 4. In the statement specified in subsection (1), notify the employees that, as a condition of working on the cornmc:dities or contractual services that are under bid, the e.rnployee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of chapter 893 or of any controlled substance law of the Untied States or any state, for a violation cccurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance . or rehabilitation prcgram if such is available in the employee's community, by any employee who is so convicted. 6. Make a geed faith effort to continue to maintain a drug-free workplace through implementation of this section. "As the person authorized to sign the statement, I certify that this firm complies fully with the al:::ove requirements. VENOOR 1 S SIGNATURE " ••• ·:: 4 .·, ... .. ••:. ,,> ,.,. SWORN STATEMENT PURSUANT TO SECTION'287.133(3)(a), ·,, ;•:··, _;:,·.: FLORIDA STATUTF,S,.ON PUDLIC EN'ITIY CR.IMF.S • ! I I • • • I • • ~ ~ •: • : . ~ TIIlS FORM MUST IlE SIGNED AND SWORN TO IN TIIE PRF.sENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. . 1. This sworn statement is submitted to ----~------~----~~--------[print name of the publlc entity] by __ -=-~-:-~-:-:--:-::---~~~=---------------------[print individual's name and UUe] for --~~---~---~--------~----------------[print name or entity submitting sworn statement] . . . ~ . . ~ . ' . whose business address is and (if applicable) its F~c~al_ ,Eµiploycr Identification Number (FEIN) is _____ _ • • • • • • ,l ,. ; • I ~ • • (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: ______________________________ .. ) 2. I understand that a •public entity crime• as defined in Paragraph 287.133(1)(g), Florido Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribe7, collusion, racketeering, conspiracy, or material misrepresentation. 3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with O( without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1?89, as a result of a jury verdict, non jury trial, or entry of a plea of guil_ty or nolo · contendere. · 4. I understand th~t an "affilia_te• as defined in Paragraph 287.133(1)(a), Florida Stntutcs, means: 1. A predecessor or successor of a person convicted of a public entity crime; or 2. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, ex~~~tives, partners, shareholders, employees, members, and agents who arc active in the management of an affiliate. The ownership by one person of shares constituting ·a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly ·enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person• as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 6. Based on information and belief, the statement which I have marked below is true In relation to the eritity submitting this sworn statement. [Indicate which statement applles.] __ Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. __ The entity submitting this sworn statement, or one or more of its ·officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. __ The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, membe~, or agents who are active in the management of the entity, or an affiliate of the entity has been charged.with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor l_ist. [nttnch n copy or the flnnl order] I UNDERSTAND THAT THE SUBMISSION OF TillS FORM TO THE CONTRACTING OFFICER FOR TTIE PUDLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ADOVE IS FOR THAT PUilLIC ENTITY ONLY AND, THAT THIS FORM: IS VALID TlffiOUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM Tlffi PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACl' IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES FOR CATEGORY 1WO O~ ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. ,,, •. ! ..... : . 1, ., ; : •• i .. t i .. Sworn to nnd subscribed before me this _____ ·d~y of_· ·_._·:= ______ ._• .. ___ ,J ·l9 __ . _. Personally known ___________ _ OR Produced identification _______ _ (Type of identification) Form PUR 7068 (Rev. 06/18f.)2) :, . .• ·,._•. l .. : . ,· .... ·;_Notary·,Public • State of. ________ _ . My commission expires _________ _ . . . ~ •: (Printed typed or stamped . · •. . . . •• ; •.• t . • I '. •• ·'.-:commissioned name of notary: public).·· ; · . 1 .,.;: · .1 , _ f .~, . · .. I . : .,....,,. ._The Times Published Week'ly on Wednesday The Star Advocate Published Weekly on Wednesday The Tribune Published Weekly on Wednesday The Bay Bulletin Published Weekly on Wednesday Published Daily STATE OF FLORIDA COUNTY OF BREVARD Before the undersigned authority personally appeared __ M_E_L_I_S;;_S....;;;_;_A....:._;;_A.:;.;N~N_;;.;;_IT.::......:.T_Q=---who on oath says that she is __ L_E_G_A_L_A_D_V_E_R_T_I_S_I_N_G __ C_L_E_R_K ____ _ of the ____ F_L_O_RI __ D_A __ T_Q_D_A_Y ___ , a newspaper published in Brevard County, LEGAL NOTICE Florida; that the attached copy of advertising being a ___________________ _ _________________ in the matter of ________________ _ CITY OF CAPE CANAVERAL in the ________________ Court -------------------- BID FOR CONSTRUCTION OF TIMBER PEDESTRIAN BRIDGE was published in the FLORIDA TODAY NEWSPAPER JULY 27, 1997 in the issues of _________________________________ _ Affiant further says that the said __ F_L____:O....;.RI...;....;__D_A_T_Q-'--D_A-'--"Y.;__;;,N;;._E_W_....;.S_P_A_P_E____;_;:R....:...__ is a newspaper published in said Brevard County, Florida, and that the said newspaper has heretofore been continuously published in said Brevard County, Florida, regularly as stated above, and has been entered as second class mail matter at the post office in _..;:M::...:.:::.=E=L=B::.........:O::;__U=-.:R=N=--:-=E=-- said Brevard County, Florida, for a period of one year next preceeding the first publication of the attached copy of advertisement; and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund.Jar_ the_ Ofil!)_ose of securing this advertisement for publication in said news~ ~ I (Signature "ot1ttiant) Sworn to and subscribed before me this ____ 2___;7 ______ day of_~J:...:U=L,,_Y=---------- 19JJ '.\1)-~y Pu , IALNOTARYSEAL ;f\1 .... /t, LINOA L BRAUD ~ ',O. ~l ~ (;~SSiOf .. NUM8ER 7 # t CC640684 ~ ~ MY COMMISSION EXPIRES OF f\.o MAY 4,2001 LINDA L. BRAUD (Name of Notary Typed, Printed or Stamped) Personally Known ___ __..__ _______ or Produced Identification ___________ _ Type of Identification Produced----------------------------- • legal-affidavit 'T~_-L21734-1T-7/27,1~97-Su";,-_ ~ ~ f!E~~~,r:~gN~/7-t2 14 TIMBER PEDESTRIAN BRIDGE 1 . ,-.. "',i;; .. 't-.., Notice Is hereby given that• sealed bids will be received by· the Clty Clerk, Clty of Cape ca-,. naveral, Brevard County, Flori~ ~:;~ !r~ohl~mtin: ti3:U:1~1 l~ publicly opened and read In th•-~ Council Chambers at the City Ham Annex, 111 Polk Avenue, Cape, Canaveral, Florida. . . :;. The Clty of Cape Canaveral re:.~ quests bids for the construction of a Timber Pedestrian Bridge• across a sixty (60 •) MOL foot wide drainage ditch. The bridge area will be constructed on the east side of AlA located at the FOOT Highway Box Colvert. Con-· structlon Is to be completed with-· In 30 days after the bid award. · ' No bids shall be received after· 10:00 a.m •• August 11, 1997. All bids must be In compliance with· the specifications as announced. The City reserves the right to . withdraw this request for bid at any time to protect its best Inter-ests. All Interested parties are asked to contact the City· Clerk's Office at -407-868-1221 to request bid forms and specifications. All bids must be submitted on forms provided by the City. -Bids must be enclosed, sealed and marked ~ on the outside of the envelope ~ :m:we~~-:~;i°:n!~r:Jh:r nh~: l delivered to the OfflOP of tfle City Clerk, Cape Canaveral; P.O. Box 326, 105 Polk Avenue, Cape Ca- naveral, FL 32920. · • -,. · · The Clty reserves the· rlllht to relect any or al[ propasals (or part thereof) received as a nsult of this Bid. The City also reserves the right to waive Informalities or technicalities or to, award In the best Interest of the City and to negotiate In strict accordance with tlle laws and ordinances governing the City. The City will make an award to the lowest re-sponsible bidder as defined In the Citv's Code of Ordinances, Sections 2-21' -2-226. Sandra Rozar Sims, CMC : · City Clerk _9_!-!~f Cape Canaveral Insertion Dates:. JULY ·27, 1997 BID FOR CONSTRUCTION OF TIMBER PEDESTRIAN BRIDGE " NAME ADDRESS ·c1TY"'." :~CCOUNT# I Affidavit will be sent last day of publication. CITY OF CAPE CANAVERAL ATTN: SANDRA SIMS, CMC -. 105 POLK AVENUE ·POST OFFICE ~OX 326 CAPE CANAVERAL, ·FL. 32920-0326 6CU09 .. , ...... _ INCHES RATE AFFIDAVIT FEE TOTAL AMOUNT DUE ·5 . ½.;i_o lf.S?J $ I ~o.~{) .... ·_·~:-:,· .. · . -: . · ... . .;.. --~ .. .... -.·•. --.:-· ..: --. ~:_··.=-·-.· .• . t ·: ... :-----:.: .. ~-.~ • ::. ·.:. · .. : . .. : .... .• .. ~-=-:.· -~ .·. • .. . -· :~_., ~ . ... . . ... . -.· -.": .... :-~: ... ·-•, :. --: .. . ·· ... :_ :_ :.:: . -.-:. ·----. '"'· ... ·.:.:•·· .·-., . .: .. -., . : ·;: .. ·_,; -.::-.)}\.· ··-:.· .-. . ... -·.·: • ~~ • .:.. •• i ••• : ~.-:.: •• :,_ •• : .-.. ·- ·.-:.-· :.·••: ... ::··· ,~ -~ . . . ••• •~ • • ::. l . ~-.. . ~-.-..... ~ ... ~--:~ __ -.... · . : ..... ~:+-·· . ···-..:.· ._ .. -. . • •• -.. • .. :_ ~-~ .... _.:. --. r..' ;,: ,,:·_ ... -· • • • • • • . ... ·... .~: ··- ... · ·):~~_' •. ;· .•,: ... :--·.· .... . . •.=. ... .-;. ...... -. •, . . .. , \, . ~ .. .. . , .. . . : ....• ., .: . : ·... . ·. . '•}.. . . . . ' •.. _5::--:-_ ··. • . . :_,;_·;_:_}_:h : ·.:_::_-i_·_i;;\_:"_i_ .. ~_:_.:_;_~i.~_:_:_·.,1_~:~-~.1_;·_:_:::·'.~:.:_:·_i_-_:-_:!_:_;f f .i.::_i_:_:_: ... ~.''.~--:.}::_-:_::_·.!. ·\.~t .=_:\l_i:_;:_.·~)_:~.-x. ·,=,;~_-._:_:_.·_· ____ ·:,::; __ :_~~-:_~j_·=:---::_~;_/_ ._ .. _?i·:_{/·:; :_.~·. · · · -_·_ ~\-· .. . . -, " "<\'Y\; :.< ..... __ .·· ·_..-.. · . --.· ... _·:. - ...... ••' . . ----~ . : ... t ' .... ",. .: ...... . -··:_.· ·,..,, !:!-?:~~~~~--.:~_~ .. : : ... ·· .. ~ :.. - .... ·-"\ ., .. ·-=--· ·::-_..·.: • I .:• r1..Jn.,;UA~~ UAD~.K CITY OF CAPE CANAVERAL SHIPPING ADDRESS )! (. , . I ,. ll ,. NUMBER DATE BILLING ADDRESS L BUYER VENDOR CODE ro: ~EF. NO. j QTY. ~-· i !jfJ •. rt L. l J. b f I-{ 1 J: l.J J. J1 I •• •· f) CONDITIONS -READ CARE FULL V DESCRIPTION 1.0 -The right is reserved to cancel this order if not filled within the contract time, if specified. -The conditions of this order are not to be modified by any verbal understanding. -Acceptance of this order includes Acceptance of all terms, prices, delivery instructions, specifications and conditions stated. -INVOICES AND PACKAGES MUST BEAR THIS ORDER NUMBER. -THE CITY ASSUMES NO RESPONSIBILITY FOR GOODS DELIVERED WITHOUT THE AUTHORITY OF A PROPERLY EXECUTED PURCHASE ORDER. -PLEASE FORWARD ALL INVOICES TO ORDERING DEPARTMENT. SHIPPING DATE SHIPPING METHOD TERMS AMOUNT ,, • .I. .. FLORIDA TAX EXEMPTION NO. 15-0?-048901-54C PHONE: (407) 868-1200 FAX: (407) 799-3170 APPROVE MATERIAL REQUISITION (NOT A PURCHASE ORDER) 7785 AMOUNT \ City of Cape Canaveral 1997 ohn A. Pekar, PE, Vice President Stottler Stanner & Associates P.O. Box 1630 Cape Canaveral, FL. 32920 RE: Cape Canaveral Canal/AlA Bridge project and Port Sewer Line Dear Mr. Pekar: Attached is a copy of the Port's plan to cross the Al.A cana]. It is apparent that there is a conflict between the Port's proposed sewer line and the City's bridge proiect. The following are a few suggestions to resolve the conflict for your review: 1. Having limited elevation information of the proposed sewer line and the bridge, it may be feasible for the City 's bridge to span over top of the sewer line. This idea would require that the sewer line be installed prior to the bridge installation. 2. Locate the Port's sewer line to the east side of the City's proposed bridge. This may be accomplished by rotating the 8" '15 1 s so that the sewer line, at the canal cross over point, will be located at the outside edge of the FDOT' s Right-of--Way line. 3. The third idea is to directional bore under the canal and the City's proposed bridge. Please review these ideas and any other alternative resolutions to the City's Bridge/Port Sewer· Line conflict. As a reminder, the City 's Bridge Pro ·ject is scheduled for City CounciJ discussion on May 20, 1997. I'm confident that this problem can be resolved through coordination between both projects. ~µ0/2<. Ed Gardulski Public Works Director cc: Bennett C. Boucher, City Manager File 105 POLK AVENUE • POST OFFICE BOX '.326 • CAPE CANAVERAL. Fl 32920-0326 TELEPHONE {407) 868-1200 • FAX {407) 799-3170 • STA. 55+97 42~ 8" 45• SEND-- STA .. 65+92 42' 8" 45· BEND -- STA. 65+84 42' ff1 PLUG VALVE cr----+---e----i--~~---~ L--------~~ j FLOATING TURBlDITY BARRI~ PER F.D.O.T. \NOEX 103 ! ST~ 66+68 42' LT AtR RELEASE VALVE STA. 66+ 72 42' LT 811 45" BEND STA. 66+80 421 LT 8u 45· BEND STA. 66+86 42• LT 811 PLUG VALVE - -===== 67 00 ~).,,-~· -V•-/.(L• ~b·•· -!?vu 1~ ,u.:-:b /j'1t/rj{,t., ,, .. 5~ C.;). ,, ,t; -<l°;;JJ City of Cape Canaveral 1997 ohn A. Pekar, PE, Vice President Stottler StaTmer & Associates P.O. Box 1630 Cape Canaveral, FL. 32920 RE: Cape Canaveral Canal/AlA Bridge project and Port Sewer Line Dear Mr. Pekar: Attached is a copy of the Port'~, plan to cross the A lA cana] . It is apparent that there is a conflict between the Port's proposed sewer line and the City's bridge project. The following are a few suggestions to resolve the conflict for your review: 1. Having limited elevation information of the proposed sewer line and the bridge, it may be feasible for the City's bridge to span over top of the sewer line. This idea would require that the sewer line be installed prior to the bridge installation. 2. Locate the Port's sewer line to the east side of the City's proposed bridge. This may be accomplished by rotating the 8" '.l-5' s so that the sewer line, at the canal cross over point, will be located at the outside edge of the FDOT' s Right-of--Way line. 3. The third idea is to directional bore under the canal and the City's proposed bridge. Please review these ideas and any other alternative resolutions to the City's Bridge/Port Sewer Line conflict. As a reminder, the City's Bridge Proiect is scheduled for City Counci] discussion on May 20, 1997. I'm confident that this problem can be resolved through coordination between both projects. ~z~-Ed Gardulski Public Works Director cc: Bennett C. Boucher, City Manager Fi.le 105 POLK AVENUE• POST OFFICE BOX :.12G • CAPE CANAVERAL, Fl 32920-0326 TELEPHONE (407) 868-1200 • FAX (407) 799-3170 STA. 65+97 42• 8" 45· BEND-------. STA. 65+92 421 8'' 45· BEND -- STA. 65+84 42' ff' PLUG VALVE er------------.__ ___ _ L------------- ; FLOATING TURBlDITY BARRI~ PER F.D.O.T. \NOEX 103 STA. 66+68 42' LT AIR RELEASE VALVE STA. 66+ 72 42' LT ff' 45· BEND STA. 66+80 421 LT 811 45· BEND STA. 66+86 42• LT 8j PLUG VALVE - -====== 67 00 /)t.).I ,•v -V•· .l(t,., l,c .• -!?vt 11.'.. ;v/:h /j0;lj:j(, t ·' ,, .:-~ C.;.) .-,. (.-; -,ll)Jj \ ,F/f ~ TV; I/A-fir,~;49,,.J J //ss0 t/-l'T-0 /Y1 /.f R K /2 'd _..;(/ .-1 ,-i,1 G- ~/ o 7) 15 S 1-3 )'JO City of Cape Canaveral 1997 Pek~r, PE, Vice President Stottler Stai:mer & Associates P.O. Box 1630 Cape Canaveral , FL. 32920 RE: Cape Canaveral Canal/All\. Bridge project and Port Sewer Line Dear Mr. Pekar: Attached is a copy of the Port's plan to cross the AlA cana]. It is apparent that there is a uonflict between the Port's proposed sewer line and the City's bridge proiect. The following are a few suggestions to resol.ve the conflict for your review: 1. Having limited elevc.1tion information of the proposed sewer line and the bridge, it may be feasible for the City's bridge to span over top of the sewer 1 ine. This idea would :r equi1. e that the sewer line be installed prior t.o the bridge installation. 2. Locate the Port's sewer line to the east side of the City's proposed bridge. This may be accomplished by rotating the 8" 'i:",'s so that the sewer line, at the canal cross over point, will be located at the outside edge of the FDOT's Right-of-Way line. 3. The third idea is to directional bore under the canal and the City's proposed bridge. Please review these ideas and any other alternative resolutions to the City's Bridge/Port Sewer Line conflict. As a reminder, t:he City's Bridge Proiect is scheduled for City CounciJ discussion on May 20, 1997. I'm confident that this pro.bl em can be resolved through coordination between both projects. ~z~-Ed Gardulski Public Works Director cc: Bennett C. Boucher, City Manager File 105 POLK AVENUE• POST OFFICE BOX 326 • CAPE CANAVERAL, FL 32920-0326 TELEPHONE (4071 868-1200 • FAX (4071 799-3170 ,l MEMORANDUM TO: Bennett C. Boucher City Manager FROM: Ed Gardul ski d// Public Works~rector DATE: August 12, 1997 SUBJECT: City Council Agenda Item for August 15, 1997 Bid Award for Bridge Project The City of Cape Canaver l request fo:r bids for the constn1ction of a Timber Pedestrian Bridge across a sixty (60+) MOL foo-L wi<lc~ clrainage ditch . Bridge area will be constructed on the eaf;t side of AU\ located a.t the FDOT highway Box Culvert . Corwtruntion of bridge is to be cornp lated 30 days after bid award. Construction drawings and specification were available at City Hall. The City received two (2) bids. Attached is tabulated results from each company. I.ow bidder for the bridge construction and for option "A" was Cust .. om Docks. Tho I3id price for basic bridge: $20 ,900 , Option "A" additional $L.t00 , Total price with Option "A" $21,300. The City Clerk has verified that Custom Docks meets the necessary bidding requirements. The Cit.y Council needs to determine t.he com,l.ruction of the bridge with or without option "J\", approve the appropriate funding and award the contract. P]case note that the time for the bid :;pening was advertised for 10:00 AM and that the bid documentation received by Dune Erosion Control, the second bidder, stated the time for the bid opening to be at 2 :00 PM. Hence, all parties agreed, acting in good faith, to allow a second bid opening at 2:00 PM. Attad1ment cc: Sandy Sims , CMC File . . City of Cape Canaveral, Florida RESULTS OF BID OPENING DATE: ___ A_ugmt __ l_l"-, 1_997 _________ _ TIME: 10:00 a.m./2:00 p.m. PLACE: 111 Polk Ave. ITEM(S) FOR WHICH BIDS WERE RECEIVED: TIMBER PEDESTRIAN BRIDGE COMPANY CITY &STATE Doug Wilson 6113 N. Atlantic Ave. Cape Canaveral 32920 Dune Erosion Control P.O. Box821 Cocoa Beach, FL 32920 Custom Docks 1900 S. Atlantic Ave Cocoa Beach, FL 32926 BID AWARDED TO: -------- APPROVED BY: ---------- DA TE: d:\citycl ~ 1 \cityclk\bids\rsltfnn.doc AMOUNT No Bid $24,000 $900 Option A $24,900 TOTAL $20,900 $400 Option A $21,300 TOTAL •,• The Star Advocate Published Weekly on Wednesday The Bav Bulletin Published Weekly on Wednesday Published Daily STATE OF FLORIDA COUNTY OF BREVARD Before the undersigned authority personally appeared __ M_E_L_I_S_S_A_A_N_N_I_T_T_Q __ who on oath say~ that she is __ L_E_G_A_L_A_D_V_E_R_T_I_S_I_N_. G __ C_L_E_R_K ____ _ of the ____ F_L_O_R_I_D_A __ T_Q_D_A_Y ___ , a newspaper published in Brevard County, 'LEGAL NOTICE Florida; that the attached copy of advertising being a __________________ _ ________________ in the matter of _______________ _ CITY OF CAPE CANAVERAL in the _______________ court __________________ _ BID FOR CONSTRUCTION OF TIMBER PEDESTRIAN BRIDGE was published in the FLORIDA TODAY NEWSPAPER JULY 27, 1997 in the issues of ________________________________ _ Affiant further says that the said _F_L_O_RI __ D_A __ T_O_D_A_Y_N_E_W_S_P_A_P_E_R __ is a newspaper published in said Brevard County, Florida, and that the said newspaper has heretofore been continuously published in said Brevard County, Florida, regularly as stated above, and has been entered as second class mail matter at the post office in __ M __ E_L_B_Q_U_R_N __ E __ said Brevard County, Florida, for a period of one year next preceeding the first publication of the attached copy of advertisement; and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund..lo.L1bg__illirQ.9_~e of securing this advertisement for publication in said news~ ~ I (Signature of1mant) Sworn to and subscribed before me this ____ -'-2'--7-=-------day of_-=J_U=L"'-Y=------- :\P'~y Pu ) Q<-: ,-IAL NOTARY SEAL LINDA L BRAUD -· . ) iI ~ «;Ot&QSSIOf, NUM8ER -~-:7]".,, .4, ..c CC640684 ~ ~ 0 ~O o~ ~ COMMlSSION EXPIRES F F\. • MAY 4,2001 LINDA L. BRAUD (Name of Notary Typed, Printed or Stamped) Personally Known ___________ or Produced Identification __________ _ Type of Identification Produced __________________________ _ • legal-affidavit .. ' Date: "!uly 28, 1997 TO: Mr. Ed Gardulski Public Works Director City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920 LETTER OF TRANSMITTAL SSA JOB NO.: 97037 RE: Cape Canaveral Pedestrian Bridge WE ARE SENDING YOU [X] Attached [ ] Under Separate Cover ' [ ] Plans [ ]. Specifications [ ] Shop Drawings [ ] Change Order [ ] Prints [ ] Copy of Letter [ ] Other: ______ ..;....__ Copies 6 6 REMARKS: Date 7/97 7/97 No. 1. 1. Please call if you have any questions. ' Copy To: File STOTTLER STARMER & ASSOCIATES 8680 North Atlantic Avenue P.O. Box 1630 THESE ARE TRANSMITTED [ ] For Approval [ ] For Your Use [ X] As Requested [ ] For Review and Comment [ ] Approved As Submitted [ ] Approved As Noted [ ] Returned For Corrections [ ] Prints Returned After Loan To Us [ ] Other: ________ _ Signed: Description Construction Drawings (24" X 36") Construction Drawings (11" X 17") cgCft Andy Kirbach, PE Project Engineer ARCI:-IITECTS • ENGINEERS • PLANNERS, INC. Cape Canaveral, Florida 32920-1630 407 783 1320 Fax 407 783 7065 TO: FROM: SUBJECT: MEMORANDUM Bennett C. Boucher City Manager ~ Ed Gardulskg Public Works Director DATE : July 21, 1997 Request for Bids, Bridge Project REQUEST FOR BIDS Construction of Timber Pedestri an Bridge 'rl1e City of Cape Canaveral request for bids for the construc.!ti.on of a TiniliGr Pedestrian Bridge across a sixty (60+) MOL foot wide drainage ditch. Bridge area will be constructed on the east side of AlA located at the FDOT highway Box Colvert. Construction of bridge is to be completod 30 days after bid award, scheduled August 19 , 1997 . All bids shall be received before ~:00 PM, Monday August 11 , 1997. Construction drawings and specification are available at City Hall ..... cc: Sandy Sims, CMC . ' ·'\ .•· .~:-.· July7,f997 . . ~ .. : . . . . , ... Mr. Bennett C. Boucher City Manager . ,_City of Cape Canaveral · · P.O. Box 326 . Cape Canaveral, FL -32920 · • • 1 • ,. r ·1 • • . . · RE: . · . ~ole-Sour~e Con~actor for Pedestrian Bridge ·. '.-Dear Ben: ) . I , c., ' I. ,, ,' In reviewing the upcoming construction of the A1A Pedestrian Bridge we have evaluated criteria that would lead SSA to recommend Custom Docks,· Inc. as a sole-source· contractor for the project These· reasons include: .' · .,. · · · · · , · · · • Custom Docks, Inc. ·has a large work force of over 30 people. This will -allow the· timely .- construction of the _bridge in under 30 days, minimizing impacts to the ditch system. ·: , . ' ~ i I • _Custom Docks, Inc. has a $2 Million Dollar liability insurance coverag·e. (They also have Workers Compensation ln$urance.) · , . -• ·· They have_ 21 years of experience ~orking on the barrier islands. ' . ·~. ~ _ They are experienced with regulatory agencies_ in the area. • They have past experience with the City (on some dune cross overs) and have also worked with , Brevard-County, Cocoa Beach; etc. · · ... , • They ~ave worked ·with _City _ Engi~eers on past successful projects. • Custom Docks, Inc:· is a local firm. . . • Custom Docks, Inc. has all materials for ~onstruction on hand. -If you have any qu~stions ·?n the above, please Gall. _ Sincerely, · · John A. Pekar, PE .. -_ Vice President . 'JAP:jls cc: John Porter, Mayor l ~• STOTILER STARMER & ASSOCIATES , ARCHITECTS • ENGINEERS • PLANNERS, INC. 8680 North Atlantic Avenue P.O. Box 1630 · Ca~ Canaveral, Florida 32920-1630 407 783 1320 . Fax 407 783 7065 , c:~ojects\cape'J..bemett sole SOt.fCB corbactor.doc "Great To Work For ... Greater To Work With n . .. . ~ June 9, 1997 Mr. Stephen M. Swanke, AICP Planner ill Growth Management Department Brevard County 2725 Judge Fran Jamieson Way Melbourne, FL 32940 City of Cape Canaveral RE: BREVARD COUNTY TRANSPORTATION IMPACT FEES Dear Steve: The City of Cape Canaveral is requesting that the remaining funds allocated for the N. Atlantic sidewalk project be reallocated along with any new collections to a new project for the design of a pedestrian bridge in the amount of $12,200 as outlined in the attached Scope of Services from Stottler, Starmer & Associates. Please draft the appropriate paperwork for the disbursement of funds for this project. If you have any questions, please contact me anytime. Sincerely, Encs. cc: Honorable Mayor and Members of City Council (cover letter only) Ed Gardulski, Public Works Director Andrea Bowers, City Treasurer 105 POLK AVENUE • POST OFFICE BOX 326 • CAPE CANAVERAL, FL 32920-0326 TELEPHONE (407) 868-1200 • FAX (407) 799-3170 .. "' . April 30, 1997 · · Mr. Ed Gardulski . Public Works Director City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920-0326 RE: SSA Fee Proposal for Cape Canaveral CanaUA 1A Bridge ·Dear Ed~ . . Per your letter request of April 25, 1997 SSA is pleased to present the following fee proposal for Engineering Services of the above referenced bridge. As noted, this structure will be supplied by Steadfast Bridges and will · r~flect dimensions off. wide by 70' in length. -. · · · . .. . -. --· . . g,, . . . . . . . . . ' - SSA's specific work tasks to support the design and installation of this bridge will include: SSA SCOPE OF SERVICES Task 1 • Field Investigations and Coordination with Bridge Manufacturer SSA will perfonn field surveys to locate FDOTs right-of-way along the east side of SR A 1A canal cross sections at the proposed_ bridge location, height of overhead utilities, and approach grade topography for sidewalk areas. SSA will also obtain bridge shop drawings from Steadfast ·Bridges to. coordi_nate abutment and construction design data. As a part of the field investigations SSA will obtain soil borings to 15' depths at each abutment location. Task 2 • Supplemental Design Package to Steadfast Bridge Drawings SSA will provide abutment designs for the installation of the bridge. Locations of the proposed ditch · crossings will be staked in the field and reviewed with City and utility (FP&L) personnel. SSA will support the Contractor's bid package with the City. Task 3 • Pennitting · SSA presentiy anticipates an approval process from the Florida Department of Transportation (FOOT) for work in their right-of-way. SSA will coordinate with the FOOT for this work. (While the St Johns River Water Management District (SJRWMD) is not expected to require a pennit, coordination via a telephone call will be made to explain the proposed work.) Task 4 • Construction Coordination Services SSA will provide up to five (5) days to coordinate the installation of the bridge and provide certification of the completed work. Field surveys will also be performed to site the bridge and provide certification data. STOTILER STARMER & ASSOCIATES ARCHITECTS . • ENGINEERS • PLANNERS, INC. 8680 North Atlantic Avenue ~ inl:blolm the P.O. BQx...1630 .. Ca~ Canaveral"'Flonda.32920-1630 ur..th11401183 1320 "(-:ra::if Tri Wrirl< 1-rir , .. ra::itor rn Wrvv uvrr Fax 407 783 7065 , ' .. Mr. Ed Gardulski April 30, 1997 Page2 SCHEDULES AND FEES Schedules Upon receipt of the City's written authorization to proceed SSA will perfonn tasks 1 and 2 above within 45 days of receipt of the shop drawings for the bridge. Schedules for the remaining tasks will be set with the City's coordination after the drawings are complete. SSA's fees for the above listed tasks will include the following lump sums: Task 1-Lump Sum Fee of $2,000.00 Task 2-Lump Sum Fee of $6,000.00 Task 3-Lump Sum Fee of $1,200.00 Task 4-Lump Sum Fee of $3,000.00 Total Lump Sum Fee for the proposed work will be $12,200.00. The above fees include reproduction services of up to 10 drawing sets. SSA's fees will be invoiced based on a percentage of work being completed each month and payment will be due within thirty (30) days of receipt Additional printing (other than the 10 drawings sets noted above) requested by the City will be invoiced at our cost plus 15%. Compensation rates are based on ordinances, regulations and procedures in force on the execution date of this Agreement by the appropriate governing bodies having jurisdiction over the project Any significant modification in these ordinance, regulations, procedures, etc. shall be justification for re-negotiation for the compensation due to the Consultant for the work involved. It is understood that any and all professional liabilities incurred by SSA throughout the course of rendering professional services on this project shall be limited to a maximum of the net fee received by SSA, not including reimbursable expenses and sub-consultants, for all services rendered on the project Should it become necessary to obtain a third party to collect our fees for services, the City hereby agrees to pay all costs of such collections including Attorney's fees. The City and SSA respectively bind themselves, their partners, successors, assigns and legal representative to the other party to this Agreement and to the partners, successors, assigns, and legal representatives of such other party with respect to all covenants to this Agreement Neither the City nor SSA shall assign, sublet or transfer any interest in this Agreement without the written consent of the other. The tenns and conditions of this proposal are effective through May 31, 1997. Acceptance after this date may necessitate increased fees or altered conditions. c:'civifloroiects'cooe'o-briooe installation.ox "G~t Tn Wnrk Fnr f::ro:,for Tn W,.rlr IAJ:"'-11 Mr. Ed Gardulski April 30, 1997 Page3 Ed, your authorization of this proposal can be accomplished by the appropriate signature below and our receipt of a signed copy. We have also attached a data sheet for anticipated total project costs for this project. Sincerely, Stettler Stanner & Associates Architects, Engineers, Planners, Inc. d/11~ John A Pekar, PE Vice President JAP:jls cc: Pat Dwyer Attachment Anticipated Project Costs for Bridge System ACCEPTANCE: TITLE: Cqz gt,:~,n_ DATE: _s--/4 /f';; c:'civil'oroiects\ca:)e'o-briche installation.cbc "Great To Work Fnr GtA:1mr Tn Wnrk With" ~------------~-- --------- ------------~----t,H·-~---------- ---------------------- ~----------------~---- ------------------------------~--•t•I---------- --------------------------------~-----~- ------------ •-----~------~--- -------~ ----------~~~--------- -------------~-- -""""•I H•~------- City of Cape Canaveral '-¼, 1997 ,John A. Pekar, PE, Vice President Stottler Starmer & Associates P.O. Box 1630 Cape Canaveral, FL. 32920 RE: Cape Canaveral Canal/AlA Bridge project and SSA Fee Dear Mr. Pekar: Please be advised that on May 20, City Council approved Stottler Stramer & Associates proposal to Design and Permit a Pedestrian Bridge in the amount of $12,200. I am processing the required Purchase Order Request. As soon as I receive the documented. Purchase Order Number I will forward it to your office. Council has advised City Staff to move forward on this project expeditiously. Please keep me informed on the status of the project. The next City Council meeting is sc}ieduled June 17~ Director cc: Bennett C. Boucher, City Manager File 105 POLK AVENUE• POST OFFICE BOX 326 • CAPE CANAVERAL, FL 32920-0326 TELEPHONE (407) 868-1200 • FAX (407) 799-3170 MAY. -19' 97 (MON} I 4: 29 S. S. A. DATE: May 19, 1997 TO: Bennett C. Boucher City Manager FROM: John A. Pekar. PE TEL:407 783 7065 MEMORANDUM SUBJ: Maintenance of Pedestrian Bridge(s) P. 002 Based on conversations with both Continental Bridge and Steadfast Bridges. the following infonnation is noted: 1. Mastsmall bridges (ie., pedestrian types) are coated and ·painted with finishes expected to last 10+years. 2. In a •salt air' environment it is anticjpated that some touch up painting will be necessary after 7±years. 3. Simple paint to·uch ups could involve $40 gallon paint with 1 paint crew. Total maintenance costs wourd be about $2,000.00. 4. lf extensive preparation is required for painting (and sand blasting is necessary) then paint costs could be significant Due to environmental criteria, the water body could require protection from sand blasting operations. {It is not anticipated however, that the •canaveral "River/Ditch System• would involve maJor ~nvironmental criteria for future.painting.} 5. Maintenance painting mrght be inffiaHy planned at every 7 years. cc: Ed Gardulskl STOT'r'LER .ST.ARMER & ASSOCIATES ARCHITECTS • ENGINEERS • PLANNERS, INC. 05/19/97 14:28 TX/RX NO .9938 P.002 • Y. -19' 9 7 (MON) I 4: 2 8 S. S. A. DA TE: May 19. 1997 TO: Bennett C. Boucher Ed Gardulski FROM: John A Pekar, PE TEL:407 783 7065 MEMORANDUM SUBJ: Cost of Widening Pedestrian Bridge Based on conversations with Continental and Steadfast Bridges the cost of widening a 70 foot pedestrian bridge with a 6 foot width to an 8 foot wjdth i$ approximately $3,000.00 to $4,000.00. STOlTLER STARMER & ASSOCIATES ARCHITECTS • £NGINEERS • PLANNERS, INC. ~ North AUllnlle A-.enue 'P, 0. 8cm 1630 C::.~ ~ Mm1da 329:U>-1630 4lrt 76-3 1320 Fax 407 783 7066 c:\civil'pr'ojecls\cape\rn--widen bridge 1X1Sl9,.doc ,qCreat To Worlc For ••• Greater To Work With"' 05/19/97 14:28 TX/RX NO.9938 P .001 P. 001 • PORT AUTHORITY 19 May 1997 Mr. Mark Rynning Hartman & Associates 201 E. Pine Street, Suite 1000 Orlando, Florida 32901 Dear Mark: · RALPH J. KENNEDY Chaitman DONALD N. MOLITOR ' VICl9-Chamlan RAYMOND P. SHARKEY Secretary-Treasurer RODNEY S. KETCHAM JOE D. MATI-IENY Ccnmssioner CHARLES M. ROWLAND Executive Diredor Attached are two items, namely, a pedestrian bridge and funding for sidewalks east of S.R. Al A that I received from Councilman Rocky Randels. Please coordinate the design of our sewer main with Stotler Starmer Associates and bug the City Manager, Bennett Bouchet for an add-on to our contract for the sidewalk. Please keep me advised. Sine~ CANAVERALPORTAUTHORITY Joseph Lapolla Deputy Executive Director Director of Engineering c: -R. Randels R. Lombroia PORT CANAVERAL & FOREIGN TRADE ZONE 136 P.O. Box 267 • Cape Canaveral. Florida 32920. USA• 407.783.7831 • Fax: 407.784.6223 • 1.888.PORTCAN E-mail:portcan@aol.com•http://www.portcanaveral.org April 30, 1997 Mr. Ed Gardulski Public Works Director City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920-0326 RE: SSA Fee Proposal for Cape Canaveral CanaUA 1A Bridge Dear Ed-: Per your letter request of April 25, 1997 SSA is pleased to present the following fee proposal for Engineering Services of the above referenced bridge. As noted, this structure will be supplied by Steadfast Bridges and will reflect dimensions of 6' wide by 70' in length. SSA's specific work tasks to support the design and installation of this bridge will include: SSA SCOPE OF SERVICES Task 1 • Field Investigations and Coordination with Bridge Manufacturer SSA will perfonn field surveys to locate FDOTs right-of-way along the east side of SR A1A, canal cross sections at the proposed bridge location, height o'f overhead utilities, and approach grade topography for sidewalk areas. SSA will also obtain bridge shop drawings from Steadfast Bridges to coordinate abutment and construction design data. As a part of the field investigations SSA will obtain soil borings to 15' depths at each abutment location. Task 2 • Supplemental Design Package to Steadfast Bridge Drawings SSA will provide abutment designs for the installation of the bridge. Locations of the proposed ditch · crossings will be staked in the field and reviewed with City and utility (FP&L) personnel. SSA will support the Contractor's bid package with the City. Task 3 • Permitting SSA presently anticipates an approval process f;om the Florida Department of Transportation (FOOT) for work in their right-of-way. SSA will coordinate with the FOOT for this work. (While the St Johns River Water Management Disbict (SJRWMO) is not expected to require a pennit coordination via a telephone call will be made to explain the proposed work.) Task 4 • Construction Coordination Services SSA will provide up to five (5) days to coordinate the installation of the bridge and provide certification of the completed work. Field surveys will also be perfonned to stte the bridge and provide certification data. STOTILER STARMER & ASSOCIATES ARCHITECTS • ENGINEERS • PLANNERS. INC. 8680 North Atlantic Avenue c:~~~ nstticrt.ooc P.O Bw5-,.l630f T , ,(;ap/! <;."\Ilaveral,.,rlortcp 3~2Q-,lfi3Q IAl'ifh"407 783 1320 -c.:;rea , o worK t-or ... brearer , o worK rvi Fax 407 783 7065 Mr. Ed Gardulski April 30, 1997 Page2 SCHEDULES AND FEES Schedules Upon receipt of the City's written authorization to proceed SSA will perfonn tasks 1 and 2 above within 45 days of receipt of the shop drawings for the bridge. Schedules for the remaining tasks will be set with the City's coordination after the drawings are complete. SSA's fees for the above listed tasks will include the following lump sums: Task 1 -Lump Sum Fee of $2,000.00 Task 2-Lump Sum Fee of $6,000.00 Task 3-Lump Sum Fee of $1,200.00 Task 4-Lump Sum Fee of $3,000.00 Total Lump Sum Fee for the proposed work will be $12,200.00. The above fees include reproduction services of up to 10 drawing sets. SSA's fees will be invoiced based on a percentage of work being completed each month and payment will be due within thirty (30) days of receipt Additional printing (other than the 10 drawings sets noted above) requested by the City will be invoiced at our cost plus 15%. Compensation rates are based on ordinances, regulations and procedures in force on the execution date of this Agreement by the appropriate governing bodies having jurisdiction over the project Any significant modification in these ordinance, regulations, procedures, etc. shall be justification for re-negotiation for the compensation due to the Consultant for the work involved. It is understood that any and all professional liabilities incurred by SSA throughout the course of rendering professional services on this project shall be limited to a maximum of the net fee received by SSA, not including reimbursable expenses and sub-consultants, for all services rendered on the project Should tt become necessary to obtain a third party to collect our fees for services, the City hereby agrees to pay all costs of such collections including Attorney's fees. The City and SSA respectively bind themselves, their partners, successors, assigns and legal representative to the other party to this Agreement and to the partners, successors, assigns, and legal representatives of such other party with respect to all covenants to this Agreement Neither the City nor SSA shall assign, sublet or transfer any interest in this Agreement without the written consent of the other. The terms and conditions of this proposal are effective through May 31, 1997. Acceptance after this date may necessitate increased fees or altered conditions. "Great To Work For ... Greater To Work With" Mr. Ed Gardulski April 30, 1997 Page3 Ed, your authorization of this proposal can be accomplished by the appropriate signature below and our receipt of a signed copy. We have also attached a data sheet for anticipated total project costs for this project Sincerely, Stettler Stanner & Associates Architects, Engineers, Planners, Inc. John A Pekar, PE Vice President JAP:jls cc: Pat Dwyer Attachment Anticipated Project Costs for Bridge System A C C E PT A N C E: BY: TITLE: DATE: c:'civillprojects~~ installation.roe "Great To Work For ... Greater To Work With" ANTICIPATED PROJECT COSTS FOR BRIDGE SYSTEM AT CAPE CANAVERAL CANAL/ SR A 1A BRIDGE It is anticipated that the Bridge Project costs will include, but not be limited to, the following: ·-:,:::: ::,: :::::-:.::.::<·:.: Initial Cost of Bridge $24,000.00 Anticipated Costs of Bridge Abutments $6,000.00 Lightweight Concrete Bridge Deck {By Contractor) $3,500.00 Possible FOOT Permit Fee $1,000.00 April 30, 1997 FP&L Installation of Wires in Work Area $2,000.00 Might be lower pending FP&L Meetings Contractor Bridge Installation {includes crane rental) $4,800.00 Includes Maintenance ofTraffic SUBTOTAL $41,300.00 10% Contingency $4,130.00 SUBTOTAL• Estimated Construction Costs $46,000.00 Fee Rounded Up Engineering, Survey, Soil Testing $12,200.00 ESTIMATED PROJECT COST $58,200.00 * * Does not include approach sidewalks, purchase of rights-of-way, landscaping, lighting, rip-rap of canal system. City of Cape Ca11averal 199"4: ,John A. Pekar, PE, Vice President ~3t.ottler Stanner 81. Associates P.O. Box 1630 Cape Canaveral, FL. 32920 RE: Cape Canaveral Canal/AlA Bridge project and SSA Fee Proposal Dear Mr. Pekar: Request a total project cost estimate to install a bridge on -the East side of AlA, crossing tl1e canal. Project cost shall include but not limited to the following iterns: Engineering services Inspection services (FDOT & or Engineer) Survey, field measurement and verification Soil sample/testing Permit fees Traffic control Abutment design Construction of abutment with c nchor bolts Bridge installation Crane service Overhead electrical line protection Light weight concrete bridge floor Bridge Cost $23,9"4:D attached Please be advised that this item is scheduled for City Council presentation an<l discussion on May G, 1997. Project funds may be approved by Council on this date. It is imperative to have this information available for the Council packets on or before the 1st of May. Sincere]y, Ed Gardulski Public Works Director cc: Bennett C. Boucher, City Manager File 105 POLK AVENUE • POST OFFICE BOX 326 • CAPE CANAVERAL, FL 32920-0326 TELEPHONE (407) 868-1200 • FAX (407) 799-3170 City of Cape Canaveral 25, 199'1: .. John A. Pekar, PE, Vice President Stottler Starmer & Associates P.O. Box 1630 Cape Canaveral, FL. 32920 RE: Cape Canaveral Canal/AlA Bridge project and SSA Fee Proposal Dear Mr. Pekar: Request a total project cost estimate to install a bridge on the East side of AlA, crossing tl1e canal. Project cost shall include but not limited to tl1e following items: Engineering services Inspection services (FDOT & or Engineer) Survey, field measurement and verification Soil sample/testing Permit fees 'I1raff ic control Abutment design Construction of abutment with anchor bolts Bridge installation Crane service Overhead electrical line prot:ection Light weight concrete bridge floor Bridge Cost $23,9'1:8 attached Please be advised that this item is scheduled for City Council presentation and discussion on May G, 1997. Project funds may be approved by Council on this date. It is imperative to have this information available for the Council. packets on or before the 1st of May. Sincerely, Ed Gardulski Public Works Director cc: Bennett C. Boucher, City Manager File 105 POLK AVENUE• POST OFFICE BOX 326 • CAPE CANAVERAL, FL 32920-0326 TELEPHONE (407) 868-1200 • FAX (407) 799-3170 . e4/24/1997 1a:11 13208527057 cm, It--ENTAL BRIDGE CONTINENTAi: BRIDGE 8301 State Hwy 29 N. • Alexandria! MN 56306 April 24, 1997 Mr. Ed Gardulski City of Cape Carnaveral Public Works Dept. P.O. Box 326 Cape Canaveral, FL 32920·0326 RE: Cape Canaveral, FL Dear Mr. Gardulski: Tefephono Toll Free FAX E-MAIL PAGE 02 320-852 -7600 800·328·2047 320,852-7067 conbridg@.ca rlos pol8 ristel. net Continental Bridge is please-d to offer you the following quote for the above referenced project. This letter will outline the scope of work that we will provide. This proposal considers the following bridge-specification assumptions. Any change to these assumptions will need to be evaluated for any adjustment to this proposal. CO'nti11ental Bridge will Design, Fabricate ru.1d Deliver the following: l only-70' x 6' Continental Bridge, half-through truss, one diagonal per panel, square end vertical, bearings at equal elevations, fabdcat:ed from painted steel, metal form decking to accept 4" reinforced conc.rete (provided ru1d installed by others), painted pipe handrail rail at 42", 1/4" x 6" ~tecl toe plate placed 2" above deck, vertical picket safoty rails plac.cd on the out5ide of the truss to produce a maximum opening of less than 4'' to a minimum height of 5411 , 85 psf uniform live load, or one 5,000 lb. vehicle load, 35 psf uniform wind 'load over the vertical projection of the bridge as if enclosed. F.O.B. Cape Ca1,averal, FL ................................................................ $29,300.00 This price does not include any applicable taxes, anchor bolts, foundation design or construction, unloading or erection costs. TERMS OF SALE. We will require a 50% deposit with the order with the balance paid either C.O.D. by ceiiified funds or credit approved. Credit dete1mination on the balance will be made ·after review of bank and trade references. For Approved Credit: Terms of sale on remaining balance are 100'% Net 30 days. Payment tenn.s contained in this proposal may not be changed without written authorization from Continental Bridge. Ac.cepta11ce of any proposal from Continental Bridge constitutes accept.a.nee of these credit ten.us. Unauthorized retention of payments by Purchaser for any reason sh.all be subject to a service charg~ of2% per month on any balance due past 30 days from invoice date. .. t14 /:L'l/l'::l::jf l~:11 13208527057 Cape Canaveral, FL April 24, 1997 Page2 CONTINENTAL BRIDGE PAGE 03 Structural design of the bridge will be perfo1med by a Professional Engineer registered in the State of Florida, with signed and scaled shop drawings submitted for approval prior to fabric.ation. Allowable Design Stresses shall be in accordance with the "Standard Specifications for Highway Bridges" latest edition; adopted by the American Association of State Highway and Transportation Officials (AASHTO). Welded tubular connection design shall be in accordance with the Structural Welding Code (ANSI/AWS DI.I). Bridge structures shall be fabricated by a fabricator who is cun1mtly certified by the Ametican lnstitute of Stcd Consttuction to have the personnel, or~anization, experience, capability, and commitment to produce fabricated structural steel for Simple Steel Btidge Structures as set forth in the AISC Certification Program. All fabrications will be produced from ASTM A500 Grade C structural tubing and/or ASTM A847 cold-formed welded square and rectangular tubing, and/or ASTM A36, ASTM A572, ASTM A588, ASTM A606, and/or ASTM A242 structural steel shapes and plates. All structural steel, after fabrication, will be blast cleaned in accordance ,vi.th Steel Structures Painting Council SU1face Preparation Specifications No. 6 Commercial Blast Cleaning, SSPC- SP6-latest edition. The structural steel will then receive primer and finish coats of paint, shop applied. The primer coat ·will consist of Pitt-Guard All Weather DTR. Epoxy Primer, as manufactured by the Pittsburgh Paint Company. The top coat will consist of one ( 1) coat of Pitthane Paint~ a two pait aliphatic acrylic urethane paint manufactured by the Pittsburgh Paint Company, color to be verified by owner. A nominal quantity of touch-up paint will be provided to repair marred surfaces. Touch-up pain.tirig includes any and all painting required after the su·uctm-e reaches the site, and is the responsibility of others. This painting shall include; but not be limited to, the folJowing areas: 1. Any areas damaged due to shipping, handling, and erection of the bridge and components. 2. Bolt heads and exposed area of bolts a11d 1mts as applicable. 3. Non -galvanized attachment or anchor bolts if not made of corrosion resistant steel. 4. If applicable, small areas (0" to 2" each side) around bolted field splices1 designed as 11slip critical II where one or all paint coats n1ay be required to be left off the faying surfaces of these connections. Delivery is made to a location nearest the site which is easily accessible to normal over-fue .. road tractor/trailer equipment. You will need equipment to unload the bridge from our truck at the Cape Canaveral, FL April 24, 1997 Page 3 CONTINENTAL BRIDGE time of arrival. This bridge will be delivered in one section. The approximate total lifting weight of the bridge is 16J000 lbs. PAGE 04 This proposal considers the following procedures for welding, inspection, and testing. This prnposal will nc:ed to be modified if there are additional requirements of the project affec.ting ·design, materials~ fabrication methods, testing, in.spection, and/or procedures due to application of any City, County, State~ or Federal standards. l . Welded tubular connections qualified per A WS D 1.1-94 ushtg gas metal arc process. 2. All welds to be visuaUy inspected. All costs associated with any special inspection to be borne by purchaser or owner. Contine11tal Bridge will provide access to facilities and assist \Vlth coordination of scheduling to accommodate special inspection. The following will be the responsibility of others: 1. All construction surveying, including field measurement and verification of abutments and anchor bolt placement. 2, Design, excavation and construction of bridge foundations. 3. Provide and install all anchor bolts. 4. Unload all trucks delivering Continental Bridge :mJ1terials. 5. Erection of the bridge. 6. Touch-up painting as described above. This proposal considers iliat the above referenced bt'idge will be designed and fabric.ated with the assumptions and specifications noted above. Auy specification changes or varying interpretations of these specifications rnay have cost impacts that will need to be reviewed for re- pricing at that time. lbis quote will expire 60 days from the date issued u11less otherwise specified by Continental. All quotations are subject to these Standard Conditions: All cletical and/or computational errors are subject to correction. All quotations to be binding must list the actual quantities involved. We appreciate the opportunity to provide you with this proposal. Sincerely, CONTINENTAL BRIDGE ~~ Uiohn Marehins~ ; Project Analyst City of Cape Canaveral John A. Pekar, PE, Vice President St.ottler Starmer & Associates P.O. Box 1630 Cape Canaveral, FL. 32920 RE: Cape Canaveral Canal/AlA Bridge project and SSA Fee Proposal Dear Mr. Pekar: Request a total project cost estimate to install a bridge on the East side of AlA, crossing the canal. Project cost shall include but not limited to the following items: Engineering services Inspection services ( FDOT Sc or Engineer) Survey Permit fees Trafflc control Abutment design Const.ruction of abutment with anchor bolts Bridge installation Creme service Overhead electrical line protection Light weight concrete bridge floor Dridge Cost $23,9~8 Please be advised that this item is scheduled for City Council presentation and discussion on May 6, 1997. Project funds may be approved by Council on ·this date. It is imperative to have this information available for the Council packets on or before the l~::;t of May. ~i:~L· Ed G~~ki Public Works Director cc: Dennett C. Boucher, City Mu.nager File 105 POLK AVENUE • POST OFFICE BOX 326 • CAPE CANAVERAL, Fl 32920-0326 TELEPHONE (407) 868-1200 • FAX 1407) 799-3170 04/21/1997 13:12 13208527067 CONTINENTAL BRIDGE CONTINENTAL BRIDGE April 21, 1997 8301 State Hwy 29 N Alexandria, MN 56308 Pb.one: 800/328-2047 Fax: 320/852-7067 Direct Line: 320/852-5336 Transmitting l page including this cover sheet. TO: Ed Gardulski @City of Cape Canaveral-Public Works Dept. Fax: 407-799-4980 Ed, PAGE 01 Typically, bridges that handle any vehicular traffic and are subject to Florida Department of Transportation review, require the bridge manufacturer to be an AISC category III-Major Steel Bridges c,ertified shop. Presently, we are certified to AISC category } ... Simple Steel Bridges. We need to clarify this before proceeding with project development. Sincerely, ff=?~ John Matchinsky ' Project Analyst CONTINENTAL BRIDGE 800/328-2047 Ext.# 5336 F:\WPWIN60\F' AXSHE:El\JOHNM.FRM ~ ® A DIVISION Of' BILTOLAST PRODUCTS INC. DATE: APRIL 15, 1997 ro: CITY OF CAPE CANAVERAL ATN: ED GARDULSKI FAX: 407-799-4980 We are pleased to quote you a price on the Steadfast Bridge described below. The floor will be a 22 gage galvanized compo~ite floor deck. Powing of the lightweight concrete floor shall be the responsibility of the owner or contractor. This bridge will be fabricated from A588 Weathering Steel and painted with one coat of primer and two coats of rust inhibitive enamel. All Steadfast Bridges carry a 10 year limi ed warranty. Shop drawings signed and sealed by a Professional Engineer registered in th1 te of Florida are included. Location: CAPE CANAVERAL, FLORIDA Bridge Type: "CONNECTOR" Width in feet Span in feet Type steel Type floor Floor thickness Field splice Number of pieces Dead Load PSF Live Load PSF Vehicle Load LBS. Lifting Weight LBS. Vert. abutment load KIPS 6'~0" 701-0° A588 PAINTl::D WX CONCRETE 4" NO 1 60 85 6,000 11,591 30.5 Horiz. abutment load l<IPS 6.8 Truss height in feet 6.5 Interior panel points 12 Toe plates YES Hailing Might 5411 Maximum rail openings 611 Teflon slip pads and setting plates are shipped with bridge. Bridge cost delivered $23,948 Delivery: 12 to 14 weeks (delivery to nearest location easily accessible to over-the~road trucks). Anchor bolts, sales tax, unloading, erection, and abutrilent designs not included. Terms: 1 /3 down, balance 20 days after delivery, pending credit approval. Please call if you have any questions (800-749~7515) • Sincerely, ,,t~. Wa._~ Matthew ''Skip" Wilson National Sa!es Manager P.O. Bax 806 • 119 '10th Street N .. E. • Fort Payne, Alabama 35967 • 800-749-75'15 .. FAX 205-B45-975O r • ~• J. FRAZIER ENGINEERING INC. Sh. Consu/Jing Engineers Date: Date: ••'·•······•············- 2 ., ... ;:. ···•· .... 1.l ............ l::.········• .... i ............ 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