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Home My WebLink AboutAuthorization for Additional Services with JUB Engineers for Miscellaneous WWTP Projects City of Meridian Public Works Dept. RECEIVED MAY 3 1 2006 City Of Mendian City Clerk Office Memo To: Will Berg; Tara Green From: Kyle Radek, P.E., Staff Engineer ft¡¿ CC: File Date: 5/31/06 Re: Contract with JUB Engineers Attached is the original above referenced document for your files. . Page 1 ""~ " ~ rJ.U.B } ~ J-U-B ENGINEERS, Inc. -A 250 S. Beechwood Avenue, Suite 201 . Boise, Idaho 83709-0944 . Telephone (208) 376-7330 . FAX (208) 323-9336 AUTHORIZATION FOR ADDITIONAL SERVICES - NO.6 CLIENT: PROJECT NAME: J-U-8 Project Number: City of Meridian Misc. Wastewater Projects 10-05-025 The following additional items of work on the project referenced above have been or will be provided by J-U-B ENGINEERS, Inc. These additional services are a supplement to the scope of services contained in J-U-B's existing Agreement for Engineering Services for this project, dated February 15. 2005 Additional Services: Ten Mile Diversion Sewer - Phase 2: Refer to Attachment "A" J-U-B ENGINEERS, Inc. was verbally authorized to provide these services by: Name nla Date nla Unless otherwise noted below, J-U-B ENGINEERS, Inc. will provide these additional services on a time and materials basis, using the Firm's standard billing rates, or if applicable, the billing rates established in the initial Agreement for Engineering Services. Other Basis for Payment: Refer to Attachment "A" Dated this J()ß- day of ~í , 2002. City of Meridian Print or Type Client Name J-U-B ENGINEERS, Inc. .. / j-U-B ENGINEERS, Inc. Attachment 'A' - 10-05-025 CITY OF MERIDIAN - MISCELLANEOUS WASTEWATER PROJECTS ADDENDUM NO.6 - TEN MILE DIVERSION SEWER - PHASE 2 Project Overview This project entails design of Phase 2 of the Ten Mile Diversion Sewer on Franklin Road, east of Ten Mile Road. Current construction terminates the sewer immediately west of the Ten Mile Creek Bridge on Franklin Road. This project will extend the sewer approximately 700 lineal feet east to match the limits of ACHD's widening project. It is intended that this project will be incorporated into the ACHD construction contract. Items to be Provided by the City 1. Provide ongoing review of J-U-B's work and timely consideration of policy issues within a timeframe acceptable to the City and J-U-B. 2. Provide a liaison person with ACHD on an as-needed basis. 3. Pay for all permits, fees, or other payments required to secure permitting for the design and construction of the proposed improvements. 4. Provide locations of sewer stub-outs for adjacent properties. Task 1 - ToPoRraphic Survey, Final Desien, and Construction Plans (Lump Sum) 1. Research, Control, and Topographic Survey and Mapping. A. Research Ada County Surveyor's records for survey monuments to add in establishing horizontal control and include research of land monuments, plats, records of survey, right-of-ways, and easements of record along the alignment. Horizontal coordinate system shall be based on NAD 1983 translated to the Ada County G.I.S. system. Vertical control shall be based on NAVD 1988. B. Establish two temporary construction control points. C. Utilize existing utility information from the ACHD project survey. D. Complete topographic mapping in AutoCAD 2000. The anticipated scale of the plan and profile drawings will be 1 "=20' and 1 "=5' vertical scale. Topographic features shall be depicted using standard symbols utilized in past City projects. Topographic features shall be shown on the construction plans to the extent that they are found or utilized from the ACHD survey. Monuments of record will be shown to the extent they are visible in the field or where there is evidence of their existence from the Ada County G.I.S. mapping. 2. Basic Design of Sewer (60%) A. Complete preliminary design of the trunk sewer alignment in Franklin Road with considerations to master plan sewer serviceability depths, constructability with ACHD's proposed bridge widening project and other future facilities, surface disturbance, sanitary separations, utility conflicts, construction access, excavation depths, and other pertinent design issues. For parcels without development plans, considerations for manholes and block-out locations will be made with City Misc. Wastewater Services - Authorization for Additional Services No.6 Page 1 ~-/ j-U-B ENGINEERS, Inc. Attachment 'A' - 10-05-025 direction. Design alignment of the sewer will be based on section line stationing of ACHD's Ten Mile Road widening project. B. Design crossing under the proposed Ten Mile Creek Bridge on Franklin Road. C. Prepare details for the trunk sewer per ISPWC and City of Meridian Standards. D. Perform design drafting in AutoCAD 2005 of the construction plans which will include project title blocks, City standard notes, vicinity maps, sheet indexes, north arrows, bar scales, topography, pipe size, type, slope, invert elevations, ground surface elevations, surface repair, boring details, property lines, easements, found monuments and property corners, land ownerships, survey control, pay limits, special details necessary for a biddable product. Drafting shall be completed on 22" x 34" mylars, ANSI standard size "D" sheets. To the extent practicable, the 2002 City of Meridian Standard Specifications and Drawings for Construction will be utilized in the design. E. Submit 60% complete plans to the City for review and comment. 3. Final Design and Construction Plans A. Prepare 90% complete construction plans and contract documents. B. Prepare Special Provisions in accordance with the 2005 Edition of the Idaho Standard Public Works Construction (ISPWC) format, and City Standard Specifications and Drawings. C. Submit two (2) sets to the City for review. D. Develop an opinion of probable construction cost. E. Meet with City and incorporate review comments. F. Prepare 90% complete construction plans and prepare Special Provisions to the ISPWC for City review and for agency review and approvals. Meet with City and incorporate review comments. G. Complete in-house constructability review and QA/QC review of the 90% complete construction plans and Special Provisions. Incorporate appropriate suggestions into project design. H. Incorporate appropriate revisions as suggested by the City and reviewing agencies in the final set of plans and Special Provisions. I. Develop bid items and issue a final opinion of probable construction cost. Task 2 - ARency Coordination and PermittinR (T&M) 1. ACHD Coordination A. A kickoff meeting will be held with the City and ACHD to establish acceptable sewer corridors and to discuss incorporating the project into ACHD's construction contract. This is anticipated to include: 1) Meeting with ACHD and obtain available construction plans and pertinent design information for Mise. Wastewater Services - Authorization [or Additional Services No.6 Page 2 '. ,- j-U-B ENGINEERS, Inc. Attachment 'A' - 10-05-025 the Ten Mile Road widening project and associated Ten Mile Creek bridge construction; 2) Discuss bridge foundation design to obtain allowable crossing locations from the ACHD bridge engineer; 3) At this time, it is not known if a 404 permit has been applied for by the ACHD to the U.S. Army Corps of Engineers (USACE). J-U-B will request ACHD revise the 404 permit to include the sewer crossings work. B. At completion of 60% design, plans will be submitted to ACHD for review and comment. Pertinent comments will be incorporated. C. 90% complete plans and technical specifications will be submitted to ACHD for review and comment. 2. Drainage/Irrigation District Coordination and Permitting A. Permitting with Nampa-Meridian Irrigation District (NMID) will be required. J-U-B will prepare one (1) license agreement for the Ten Mile Creek crossing. J-U-B will prepare the necessary license agreement applications, legal descriptions and exhibits. 3. IDEQ Submittal Packages A. J-U-B shall coordinate, prepare, and submit final construction plans, specifications, and checklists for approval to the Idaho Department of Environmental Quality (IDEQ). B. Incorporate applicable IDEQ review comments into the construction plans and specifications. Basis of Fees The CITY shall pay J-U-B for its services and reimbursable expenses. Refer to Attachment "B" for a detailed breakdown. Task 050 - Misc. Wastewater Projects - Ten Mile Diversion Sewer, Phase 2 Task 1 on a lump sum price of ................................................................ ...$8,921 Task 2 on a time and materials basis with an estimated budget of ...... ............... ...$3,116 \\Boisefil<sIPublic\Pl'QjeerManagers\PHK\ 1 O,O5-025-l\1eridian Mise, WW Proj«t;\ I 0-O5-025-Admin\Contraets and Billing\AddNo,6 attach A - Ten Mile Dive"ion Phase Ldoe Misc. Wastewater Services - Authorization for Additional Services No.6 Page 3 CITY OF MERIDIAN - MISC. WASTEWATER PROJECTS TEN MILE DIVERSION SEWER- PHASE 2 LABOR AND EQUIPMENT DETAIL OC.Project ~ , " ,",' "Af~.E~R1oyee.HOUrly payRate~, ~tc~~!o~~~~~~:t!~;'.,- 'c, Research RIWand Monuments Establish Hort. & Vertical Control Set Constructon TBM's!Control Points Topographic Survey Topographic Mapping Site Visit & Field Check T~ SUBTOTAL 1.1 21Basic Design of Sewer(60% Check Master Plan Revisions Design Plan and ProflJe Bridge Crossing Detail Design SUBTOTAL 1.2 31Flnal Design and ConstnJeUon Plans Final Revisions, Submit 90% Plans Prepare Special Provisions QC Plans 100% Final Construction Plans and Technical Spec. SUBTOTAL 1.3 TOT Air ÁSK :¡'(LSÇ" "I", ' ,:'"" ,,', ,,',".., ' ~~~~,~ð:~~g ~JtQ!t~.f Addendum No.6, Attachment "8" ,ø TASK To'r~ $45 0.25 0.25 $365 0.25 0.25 $456 1 1 $1,501 Q~ ~ $149 'If 'If 0,25 ':li.:~:~'.';?'I.":,; ,,' 0.25 0.1 'If 0.1 0.1 0.25 õ:1 'If 0.45 0.5 0.25 0,1 0.25 ö:l ,. '.JL';&.i;t~~;.<t;,";i~.à11\5L¡:L. h:':,;.'"~ '~<'.;:,.L:.";':C~ . ;. ,,;/;"£h:.:.,~,:L:;.'::' 11ACHD Coordination Mlg with ACHe Design (2 eS&umedJ CoortHnale Design 2 I Dralnage\lrrlgatlon District Coordination and Permitting Prepare Trunk Sewer LIcense Agreements (1 assumsdl, Coordinallo 3UDEQ PERMITTING Prepare Submittal Package SUBTOTAL 2 rQt",L.TAsl(21Tul." '" C¡;ity of Melidian - Misc. WoN Projects I a 0.5 0.25 0.1 0.1 0,85 0.1 I" 0.25 'If 0.25 0.25 1.25 M a ž 1.5 0.75 1 '0 3.25 0.1 0.1 0.2 0.5 'If 0.75 'If ß 1.5 ö 1 0.25 a ö a 1.25 ö a ö a 0.5 0.5 0.5 ö a ö '1 0.5 a õ a ""::;;¡h;":' k,,-..., t:':;;JJ< ';/:~I.: I J '"' ' ,,1 "1 i':~J~cS:~O:i: %;§ti¡:;k;lf';:'::;j,~~::.';;.;,;."'c 0.5 0.5 0.5 0,25 a 1,75 Attachment "8', 1 0.25 1 0,5 0.25 0.25 0.25 '1 '0 0.5 0.5 ö 0 a I I ,- -J .," ",'j" ", "c' ,', '-,.- ~::,::~:'; - <, -:, ,~ ". .~; ;:.~t,'SL~f3~ ~,116 $233 $1,430 $501 $1,552 $642 $297 $1,148 $820 $559 $1,412 $325 , - $2,118 ..l.2.164 $3,831 t,,{l~ò2I'1i :-£~;¡";,,';,,,