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HomeMy WebLinkAbout4157 +--------------------------------------------------------------------------+ ==Enter Search Criteria, Press Esc Key to Transmit 9= ==Press Del Key to Terminate Delete Mode CHANGE Contract Number Contract Transactions T 9= 9=Vendor Name 9=Subject 9=Department 9=Status Code 4157 -( 9= Insurance Type Amount AL $1000000.00 GL $1000000.00 E&O $1000000.00 Amount Begin Date End Date Review Date 9= 9= 9= 9= 9= $696600.00 9= 03/06/2001 9= 10/01/2004 02/15/2006 HDR ENGINEERING CSO PROGRAM ENGINEERING ENGINEERING PRO DESIGN 9= Insurance Total Insurance Review Date -,- 9= 9= $3000000.00 9= 06/01/2005 9= Comments EXTENDED BY LETTER OF AGREEMENT 5/04 VAULT 01/01/2006 9= -,- 9= 9= 9= +--------------------------------------------------------------------------+ Depa~ment H~ Engineering I~c. ~e: Prafe~i~nal Se~ice~ Agreament be~een ~D~ Engineering Inc., and the Gity af Breme~an dated ~arch ~, ~ear Mr. Owe~: Tke Rrafe~sianal Se~ice~ Agreement ("Agreement") be~een tke Gity ~f ~reme~an ("~ity") a~d ~ Engineering, Inc. (~) dated ~arck 6, e~pired an ~ecember ~, 2gg~ pursuant t~ paragrapk 2 afthe agreement. Althaugk the termi~atia~ date ideniified in tke agreement ka~ pa~ed, the autlined in the agreement ha~ nat been campleted. It i~ tke intent af the Oi~ e~e~d the agreement far tke periad af ni~e (~) manth~, camme~ci~g Janua~ 2~g4 and terminating a~ Oct~bar ~, 2gg4. AIl ariginal cantract term~ and canditian~ ta remain u~cka~ged. If ~ agree~ ta the ab~e terms, plea~a indicate at.prance by si~ning belaw where indicated. If y~u kava any que~ti~ ~r ~ancems, please c~tact Tam Knuckey at (~6g) 478-287~. Ca~ Bozeman Mayor dh/Is cc: Tom Knuckey, P.E. Managing Engineer-Utilities 24112 Page 1 of 2 HDR - PSA Extension HDR Engineering agrees to the above terms: HDR Engineering, Inc. By: Page 2 of 2 HDR - PSA Extension + ~Enter Search Criteria, Press Esc Key to Transmit Press Del Key to Terminate Delete Mode CHANGE Contract Transactions Contract Number 4157 ~Vendor Name HDR ENGINEERING =Subject CSO PROGRAM ENGINEERING DESIGN wDepartment ENGINEERING =Status Code PRO Amount $696600.00 Begin Date 03/06/2001 Insurance End Date 12/31/2003 Type Amount Review Date 11/01/2003 AL $1000000.00 GL $1000000.00 E&O $1000000.00 Insurance Total $3000000.00 Insurance Review Date 06/01/2003 c°mment s CONTRACT MODIFICATION AGREEMENT NO. 1 BETWEEN THE CITY OF BREMERTON AND HDR ENGINEERING, INC. PROJECT Trenton/Cherry Basins CSO Reduction Improvements CONSULTANT HDR Engineering, Inc. THIS CONTRACT MODIFICATION AGREEMENT SPECIFICALLY AMENDS THE Professional Services A~reement AGREEMENT (the "Contract") entered into between the City of Bremerton and HDR Engineering~ Inc., on March 6~ 2001. All provisions in the Contract shall remain in full force and effect except as expressly modified by this document. Whereas completion of design and additional Construction Management scope was requested the City of Bremerton, HDR Engineering, Inc., desires to modify the contract as further described in Attachment A. For valuable consideration and by mutual consent of the parties, thc modifications to the Contract are as follows: I. Exhibit A (Scope of Work), is modified as follows: See Amended Scope of Work attached as Attachment A. Exhibit B (Compensation), is modified per Attachment A. The original contract amount was Six Hundred Twelve Thousand Three Hundred Dollars ($612,300.00). The City shall pay the Consultant for the additional work described above, based on time and materials, an amount not to exceed Eillhty Four Thousand Three Hundred Dollars ($84~300.00) for a total amended contract amount of Six Hundred Ninety Six Thousand Six Hundred Dollars ($696,600.00), including this Contract Modification. II. Consultant accepts all requirements of this Contract Modification by endorsing below. Consultant further agrees that this Contract Modification constitutes full and final settlement of all claims for contract time and for all costs of any kind, including costs of delays, related to any work either covered or affected by this Contract Modification. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into a contract modification that is binding on the parties of this contract. CONTRACT MODIFICATION I February 24, 2003 Project N umber: ab, Contract Modifications, trenton/Cherry Basin CSO Reduction 1N WITNESS WHEREOF, the parties have executed this Contract Modifications on the day and year first written above. Division Mgr - approved to process initials and Date Dept. Director - approved to process Initials and Date By -(-3, o--~-- -'~ (-* e~- ' By Caw Bozeman Its ~ Its Mayor DATE: 3/,~'//o"5 DATE: // APPROVED AS TO FORM: ATTEST: Bremerton City Attorney ~E:~ty Cierk// ? NOTICES TO BE SENT TO: NOTICES TO BE SENT TO: Mr. Gary Bleeker City Clerk Senior Vice President City of Bremerton HDR Engineering, Inc. 239 Fourth Street 500 - 108th Avenue NE Bremerton, WA 98337 Bellevue, WA 98004-5538 (425) 453-1523 CONTRACT MODIFICATION 2 February 24, 2003 Project Number: ab, Contract Modifications. Trenton/Cherry Basin ('SO Reductmn ATTACHMENT A CITY OF BREMERTON CSO PROGRAM ENGINEERING DESIGN SERVICES ADDITIONAL SCOPE ITEMS Task 601 - Gravity and Pressure Sewer Final Design Consultant Responsibilities 1. Design two gravity sewers along Lower Shore Drive north of Pitt Avenue to protect adjacent properties. 2. Contract with specialty pipeline cleaning consultant (SFE Global) to assist m design ofbeaclunain cleaning facility configuration. Budget The cost for providing the additional design is $9,600. Task 602 - Rehabilitation Design of 18-inch Sewer from Pitt and East l0th to OF-7 Consultant Responsibilities 1. Incorporate side sewer rehabilitation into design. Budget Thc cost for providing the additional design is $4,000. Task 603 - Design of EB-2 Upgrade Consultant Responsibilities 1. Design the pump station to operate as two independent lift stations. 2. Provide exhaust fans for the valve vaults to include vent piping, fans and electrical provisions. 3. Develop Change Order to incorporate construction of the EB-2 forcemain into the EB-2 Pump Station construction contract. Budget The cost for providing thc additional design is $10,400. Task 604 - Construction Assistance Consultant Responsibilities 1. Attend construction meetings as requested by the City. 2. Review contractor construction sequence plan as requested by the City. 3. Review EB-2 contractor electrical, mechanical, and structural technical shop drawing submittals. 4. Respond to contractor or City requests for clarifications (RFC). 5. Work with the City and Contractor to develop a pump station start up plan and provide 120 hours of start up assistance. Start up assistance will include verification of PLC input/output and remote SCADA alarm communication and verification. City Responsibilities: 1. Process and monitor submittal review. 2. Provide direct communication with the contractor. Assumptions: 1. Three separate construction contracts will be issued for bids. The beach force main for the EB-2 pump station will be constructed as a change order under the contract for the pump station. 2. Up to 25 shop drawings will be reviewed including electrical, structural, architecttrral, and mechanical submittals. The review of the shop drawings wilt average 4 hours each. 3. Responses will be provided for up to 25 requests for clarifications. The responses to RFCs will average 1.5 hours each. 4. Eight site visits are required for construction meetings or other trips to Bremerton. This does not include the 15 days of start up assistance. Work Products: 1. Shop drawing review comments. 2. Responses to requests for clarifications (RFC) 3. Proposed pump startup testing procedures and field notes of start up inspection. 4. Meeting notes. Budget - Construction and Startup Assistance. The cost for providing construction and startup assistance is $61,300. The existing construction allowance of $15,500 will be credited against this amount resulting in a net increase of $45,800. Task 605 - Pump Station Operation and Maintenance System Manual Consultant Responsibilities: 1. Develop an operation and maintenance (O&M) manual for the EB-2 pump station and Trenton Basin sewer system. This O&M manual will describe the operational features of the pump station and conveyance system and supplement the equipment and O&M equipment manuals provided by the contractor and the suppliers. City Responsibilities: 1. Provide valve and equipment numbers. 2. Provide draft review comments. Assumptions: 1. The outline of the O&M manual is summarized below. The manual will be prepared in Microsoft Word. EB-2 Pump Station and Trenton Sewer System Location and General Description Trenton Conveyance System EB-2 Pump Station EB-3 Pump Station East Bremerton Beach Main and Inverted Siphons Basin Design Flows EB-2 Local Flow Pumps EB-2 High Flow Pumps Valves Dry Weather System Normal Operation Wet Weather System Normal Operation Abnormal Operations Pump Controls Potable Water System Alarms Standby Engine Generator and Electric Power Supply Maintenance Features Draining EB-2 High Flow Wet Well Pipe Cleaning Pigging 2. The following figures will be developed for the O&M manual. The figures will be either 8.5 by 11 inches or 11 by 17 niches. These figures will be adapted from the CSO Reduction Plan, contract drawings, or other sources. Color will be used in the figures where indicated. Figures will be prepared in AutoCAD. O&M Figures Locafion Map Trenton Basin Conveyance System Flow Diagram and Hydraulic Profile East Bremerton Beach Main Hydraulic Profile EB-2 Pump Station Site Plan EB-2 Pump Station Valve Numbering EB-2 High Flow Pump Curves OF-7 Site Plan and Dry Weather Flow Pattern (Color) OF-7 Site Plan and Wet Weather Flow Pattern (Color) EB-2 Pump Station Dry Weather Flow Pattern (Color) EB-2 Pump Stafion Wet Weather Flow Pattem (Color) EB-2 High Flow Pump Speed Control Diagram Work Products: 1. Draft O&M manual (5 copies) 2. Final O&M manual: 10 printed copies, 2 CD disk copies. Budget The cost for developing the O&M manual is $14,500. Cost Summary for Trenton/Cherry A summary of the contract cost changes is presented below. Total Fixed Fee Cost Complete Gravity and Pressure Sewer Final Design $9,600 $600 $9,000 Complete Rehabilitation Design of 18-inch Sewer from Pict and East 10t~ to OF-7 $4,000 $375 $3,625 Complete the Design of EB-2 Upgrade $10,400 $900 $9,500 Construction Assistance $61,300 $6,250 $55,050 Existing Construcfion Assistance Budget ($15,500) ($1,660) ($13,840) EB-2 Pump Station and Trenton Basin Sewer System O&M P[011 $14,500 $1,400 $13,100 Total Change in Contract Amount I $84,300 I $?,865 I $76,43z +Browse: Next Previous First Last Update Delete Restart X - Exit +Retrieve the Next record +Found: 10 Record(s) MAINTAIN Contract Transactions + Contract Number 4157 + +Vendor Name HDR ENGINEERING +Subject CSO PROGRAM ENGINEERING DESIGN +Department ENGINEERING +Status Code PRO + Amount $612300.00 + Begin Date 03/06/2001 + Insurance End Date 12/31/2003 + Type Amount Review Date 11/01/2003 + AL $1000000.00 + GL $1000000.00 + E&O $1000000.00 + Insurance Total $3000000.00 + Insurance Review Date 06/01/2003 + + Comments + + PROFESSIONAL SERVICES AGREEMENT HDR Engineering Inc. THIS AGREEMENT is between the City of Bremerton, a municipal corporation (hereinafter referred to as "City" and "Owner") and HDR Engineering (hereinafter referred to as "Consultant" and "HDR"). WITNESSETH: 1. SCOPE: Consultant agrees to provide engineering services for the Combined Sewer Overflow (CSO) Program Engineering Design Services as further described in the Scope of Work attached hereto and incorporated herein by this reference as Exhibit "A". 2. TERM: Contract shall commence on the date of this agreement and will terminate on December 31, 2003, unless otherwise extended by the City. 3. COMPENSATION: City shall pay Consultant compensation as follows: Total fees under this Agreement shall not exceed Six Hundred Twelve Thousand Three Hundred Dollars ($612,300). Charges for services shall conform to the fee schedule attached hereto and incorporated herein as Exhibit "B". Consultant shall submit regular statements describing the services rendered with a breakdown for work completed as authorized under this Agreement. The City, upon receipt of the completed statement, shall promptly process said claim for payment. Additional services which may be requested by the City will be paid for by the City at the rates set forth in Exhibit B, which sum may exceed the "not to exceed" amount set forth above. However, said services will only be performed, and compensated by the City after the City has directed such performance in writing. 4. RELATIONSHIP OF PARTIES: The parties understand and agree that I-IDR Engineering, Inc. is a firm skilled in matters pertaining to Civil Engineering and will perform independent functions and responsibilities in the area of its particular field of expertise. Consultant and its personnel shall act as independent contractors and not employees of the City. As such they have no authority to bind neither the City or control employees of the City, contractors, or other entities. Within the performance of these duties. Consultant shall work under the direction of the Director of Public Works & Utilities. $. INDUSTRIAL INSURANCE: Consultant agrees to provide for State industrial insurance coverage for its personnel as required by State law. 6. LICENSE AND TAXES: Consultant shall possess a current Bremerton Business PROFESSIONAL SERVICES AGREEMENT -1- License and any regulatory license required to fulfill Consultant's obligations under this Agreement. B & O taxes shall be paid when due and Consultant, by this Agreement, assigns any payments due under this Agreement to the City Clerk for payment of such taxes that have been declared delinquent. 7. INSURANCE AND HOLD HARMLESS: Consultant shall provide professional liability or errors and omissions insurance of $1,000,000 per claim and comprehensive general liability insurance, including bodily injury and property damage, of at least $1,000,000 per occurrence. The City shall be named an additional insured on the comprehensive general liability insurance policy. Consultant shall, at all times, be responsible for the negligent or wrongful acts or failures to act of its personnel which occur or arise in any way out of the performance of this agreement. Consultant agrees to defend and indemnify and hold harmless the City, its appointed and elected officers and employees, from and against any and all liability, loss, costs, damage, and expense, including costs and attorney fees in defense thereof, because of actions, claims or lawsuits for damages resulting from personal or bodily injury, including death at any time resulting therefrom, sustained by any person or persons, and on account of damage to property, to the extent arising out of the negligent performance of this Agreement, if such injuries to persons or damage to property is due to the negligence of the Consultant, its subcontractors, its agents or assigns. This provision shall be inapplicable to the extent such damage or injury is judicially found to be caused by the negligence of the City. The parties have specifically negotiated to provide that Consultant defend, hold harmless, and indemnify the City for all claims, damages, and losses, including attorneys fees, arising from any claims of Consultant's employees for injuries covered by Title 51 RCW, and for which Consultant could not be held directly liable. 8. GENERAL CONDITIONS: a. Reports and Information - Consultant, at such times and in such forms as the City may require, shall furnish the City such reasonable periodic reports and documents as it may request pertaining to the work or services undertaken pursuant to this Agreement, the costs and obligations incurred or to be incurred in connection therewith, and any other matters covered by this Agreement. Consultant will maintain accounting records in accordance with generally accepted accounting principles and practices to substantiate all invoiced amounts. b. Entire Agreement - This Agreement constitutes the entire agreement between the parties and both parties acknowledge that there are no other agreements, written or oral, that have not been fully set forth in the text of this Agreement. There are attached hereto and incorporated by reference as part of this Agreement Exhibits "A, B, C, & D". c. Amendments - The parties hereby further agree that this Agreement cannot be amended or modified without the written concurrence of both parties. PROFESSIONAL SERVICES AGREEPIENT -2- d. Notices - Any notices required to be given by the City to Consultant or by Consultant to the City shall be in writing and delivered to the parties at the following addresses: City Clerk HDR Engineering 239 Fourth St. 500 - 108th Avenue NE Bremerton, WA 98337 Bellevue, WA 98004-5538 e. Waiver - Failure to insist upon strict compliance with any terms, covenants or conditions of this Agreement shall not be deemed a waiver of such, nor shall any waiver or relinquishment of such right or power at any time be taken to be a waiver of any other breach. f. Compliance with State, Local and Federal Laws - Consultant agrees to comply with all applicable local, state and federal laws in performance of all services under this Agreement. g. Applicable Law; Venue - This Agreement shall be construed and interpreted in accordance with the laws of the State of Washington and, in the event of dispute, the venue of any action brought hereunder shall be in Kitsap County Superior Court. h. Attorney Fees - The substantially prevailing party in any litigation arising hereunder shall be entitled to its reasonable attorney's fees and court costs, including appeals, if any. 9. NONDISCRIMINATION: Consultant shall not discriminate in employment or services to the public on the basis of race, color, national origin, sex, religion, age, marital status or disability, except employment actions based on a bona fide occupational qualification. 10. TERMINATION: This Agreement may be terminated by either party for convenience upon thirty (30) days' written notice to the other party, or for cause if either party falls substantially to perform through no fault of the other and does not commence correction within five (5) days of written notice and diligently completes the correction thereafter. Upon such termination, City will be entitled to reports showing the status of all matters upon which Consultant is advising the City as of the effective date of termination. 11. STANDARD OF PERFORMANCE: The standard of care for all professional engineering and related services performed or furnished by Consultant under this Agreement will be the care and skill ordinarily used by members of Consultant's profession practicing under the same or similar circumstances at the same time and in the same locality. 12. CONSTRUCTION PROCEDURES: Consultant'sobservationormonitoringportions of the work performed under construction contracts shall not relieve the contractor from its responsibility for performing work in accordance with applicable contract documents. Consultant shall not control or have charge of, and shall not be responsible for, construction means, methods, techniques, sequences, procedures of construction, health or safety programs or precautions connected with the work and shall not manage, supervise, control or have charge of construction. PROFESSIONAL SERVICES AGREEMENT -3- Further, Consultant shall not be responsible for the acts or omissions of the contractor or other parties on the project. 13. RE-USE OF DOCUMENTS: All documents, including all reports, drawings, specifications, computer software or other items prepared or furnished by Consultant pursuant to this Agreement, are instruments of service with respect to the project and are property of the City. Any reuse by the City for other than the specific purpose intended will be at City's sole risk and without liability or legal exposure to Consultant, and City will defend, indemnify and hold harmless Consultant from all claims, damages, losses and expenses, including attorney's fees, arising or resulting therefrom. The format for documents and work products shall be as specified in the exhibits. 14. HAZARDOUS MATERIALS: City represents to Consultant that, to the best of its knowledge, no hazardous materials are present at the project site. However, in the event hazardous materials are known to be present, City represents that it has disclosed to Consultant the existence of all such hazardous materials, including but not limited to asbestos, PCB's, petroleum, hazardous waste, or radioactive material located at or near the project site, including type, quantity and location of such hazardous materials. It is acknowledged by both parties that Consultant's scope of services do not include services related in any way to hazardous materials. In the event Consultant or any other party encounters undisclosed hazardous materials, Consultant shall have the obligation to notify City and, to the extent required by law or regulation, the appropriate governmental officials, and Consultant may, at its option and without liability for consequential or any other damages to City, suspend performance of services on that portion of the project affected by hazardous materials until City: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the hazardous materials; and (ii) warrants that the project site is in full compliance with all applicable laws and regulations. City acknowledges that Consultant is performing professional services for City and that Consultant is not and shall not be required to become an "arranger," "operator," "generator," or "transporter" of hazardous materials, as defined in the Comprehensive Environmental Response, Compensation, and Liability Act of 1990 (CERCLA), which are or may be encountered at or near the project site in connection with Consultant' s services under this Agreement. ff Consultant' s services hereunder cannot be performed because of the existence of hazardous materials, Consultant shall be entitled to terminate this Agreement for cause on 30 days written notice. To the fullest extent permitted by law, City shall indemnify and hold harmless Consultant, its officers, directors, partners, employees, and subconsultants from and against all costs, losses, and damages (including but not limited to all fees and charges of Consultants, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from hazardous materials, provided that (i) any such cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or injury to or destruction of tangible property (other than completed Work), including the loss of use resulting therefrom, and (ii) nothing in this paragraph shall obligate City to indemnify any individual or entity from and against the consequences of that individual's or entity's negligence or misconduct. PROFESSIONAL SERVICES AGREEMENT -4- IN WITNESS WHEREOF the parties hereto have executed this Agreement the date and year indicated. HDR Engineering ~, Date: 3/~t~90 / B~~.....~ CITY OF BREMERTON Date: ,~.&-o, By: ~,-v gl. ~,~ LYNN S. HORTON, Mayor DEP. ARTI~IE~-TAL APPROVAL: W. Eugene Sampley, Director of Public Works & Utilities iVED AS TO FORM: city ^ttomey RECEIVED FOR FILING: KATHLEEN L. M~ CLERK PROFESSIONAL SERVICES AGREEMENT -5- EXHIBIT A CITY OF BREMERTON CSO PROGRAM ENGINEERING DESIGN SERVICES SCOPE OF WORK INTRODUCTION The purpose of this contract is for HDR to provide engineering services to design storm separation improvements and prepare construction bid documents for the specific capital projects define herein. HI)R will lead the development of the design and will help to coordinate the activities required by the City and subconsultants. This scope of work is divided into two major capital projects: A - Callow Basin Priority 5, and B- Trenton/Cherry CSO Improvements. Callow Basin Priority 5. The Callow Basin Priority 5 storm separation project includes extensions of new storm sewer piping to intercept storm water that currently drains into the combined or sanitary sewer system and contributes to combined sewer overflows at overflow structure OF-17 within the Callow Basin. Trenton/Cherry CSO Improvements. The Trenton/Cherry work includes environmental permitting assistance and engineering design services for specific conveyance improvements in the Cherry Avenue and Trenton Avenue Basins as identified in the City of Bremerton "CSO Reduction Facility Plan Update". Highlights of this portion of the work are listed below by drainage basin: Cherry Avenue Basin Replacement of the existing 10-inch Gravity Sewer from the top of the bluff near OF-3 to the Beach Main · Replacement of a section of Beach Main between the 16-inch and 24-inch inverted siphons · Access structures at the junctions of the two inverted siphons and the beach main Trenton Avenue Basin · New force main from EB-2 to the Beach Main near the existing OF4 · Revisions to the existing EB-3 force main · Upgrade of Pump Station EBo2 · New gravity sewer from Pitt and East 10th to EB-2 · Flow control structures · Rehabilitation of 18-inch sewer from Pitt and East 10th to OF-7 · Reconstruction of OF-7 · Predesign of EB-3 upgrade City of Bremerton 1 CSO Program Engineering Design Services following tasks are included in this project. A detailed description of each task is heroin. Table 1. Scope of Services Task Descripton Callow Priority 5 101 Project Management 201 Predesign Evaluation 202 Geotechnical Investigations 301 Final Design 302 Bidding Assistance and Construction Assistance 303 Additional Services for Callow Work Trenton/Cherry 401 Project Management 501 Gravity and Pressure Sewer Improvements Predesign 502 Pump Station EB-2 and EB-3 Predesign 503 Environmental and Permitting Assistance 504 Geotechnical Investigations 601 Gravity and Pressure Sewer Final Design 602 Rehabilitation Design of 18-inch Sewer from Pitt and East 10th to OF-7 603 Design of EB-2 Upgrade 604 Bidding Assistance and Construction Assistance 605 Additional Services Bremerton 2 CSO Program Engineering Design Services A - Callow Priority 5 Tasks Task 101 - Project Management, Coordination, and Meetings Task 101 describes project management activities for the A - Callow Priority 5 project conducted under Tasks 102-303. Project management activities for the B- Trenton/Cherry CSO Improvements will be provided as listed for Task 401. Separate invoices and project tracking will be provided for the two (A, B) projects. Consultant Responsibilities: 1. Contracting and internal project controlling and accounting 2. Staff administration and scheduling 3. Subconsultant administration 4. Monthly reports and invoices 5. Attend coordination and review meetings Assumptions: 1. Standard invoices and reports will be prepared on a monthly basis 2. HDR standard monthly invoice format will be utilized. This format contains an itemized list of project staff who charged to the project, hourly rates, number of hours charged, and Other Direct Charges (ODCs). 3. Invoice hours will be classified by tasks. 4. No backup information (i.e. timesheets, logs, receipts, etc.) will be submitted with the invoices unless specifically requested by the City. Backup information will be available in HDR files for inspection by City project auditing staff, if requested by the City. 5. The City will maintain the role of overall project coordination with other governmental agencies. 6. At this time one subconsultant (geotech) has been identified for this project. Work Products: 1. Monthly reports with descriptions of the work performed and cost of associated work. 2. Monthly standard invoice. 3. Bimonthly project status and schedule reports. These reports will be sent via email and followed up with a telephone conversation with the City's project manager. Task 201 - Predesign Evaluation Consultant Responsibilities: 1. Review the Callow Avenue CSO Basin Priority 5 Draft Design Report and incorporate recommendations from this report into the design documents prepared under Task 301. 2. Visit the project site and review existing proposed improvements City of Bremerton 3 CSO Program Engineering Design Services 3. Evaluate the routing of the proposed storm drainage improvements and present alternative routing for up to 6 segments of the storm drainage piping. Individual segments are identified below in Item 1 of the Assumptions. 4. Meet with City project staff and review proposed and alternative alignments. 5. Review the design standards proposed in the Callow Avenue CSO Basin Priority 5 Draft Design Report. King County Stormwater Manual and WSDOT design standards relevant to this project will be reviewed. Assumptions: 1. Proposed storm drains that will be included in this design project are identified in the August 17, 2000 memo from HDR Engineering, Evaluation of Callow Avenue Basin Storm Drainage Improvements. The proposed improvements include the following storm drain system segments. 12-inch on Olympic Ave - 6th to 8th St. 12-inch on Rainier Ave - 6th to 9th St. 18-inch on Kitsap Way - 9th to Callow 12-inch on Wycoff/Callow Alley, W to Wycoff 12-inch on llth St - Summit to Kitsap 54-inch on Callow Ave - Burwell to 6th 42-inch on Callow - 6th to 9th 12-inch on Olympic - 9th to llth 12-inch on Rainier - 10th to llth 18-inch on 13th - Wycoff to Callow 18-inch on 13th - Callow to Montgomery 12-inch on Montgomery - South of 13th 24-inch on 1 lth - Cambrian to Wycoff 36-inch on Wycoff ~ 9th to 10th 36-inch on 9th - Wycoff to Callow 18-inch on Wycoff- llth to 13th 30-inch on Wycoff- 10th to llth 24-inch on Callow - 9th to 1 lth 12-inch on 9th - Callow to Montgomery 2. Alternative routing of storm drainage improvements will be evaluated to determine more efficient methods of collecting storm water, reducing project costs, and reducing public disruption during construction. City Responsibilities: 1. Provide a copy of the Callow Avenue CSO Basin Prio~ty 5 Draft Design Report. 2. Provide a copy of City storm drainage system design standards and details. 3. Provide mapping illustrating the locations of existing utilities in the project area. Utilities to be identified and located include sanitary and combined sewers, water, telephone, electrical, television, gas, and any other buried utilities that would affect new storm drain installation. City of Bremerton 4 CSO Program Engineering Design Services 4. Attend a workshop meeting with the Consultant to review proposed and alternative alignments. During the workshop the final routing of proposed storm drains will be decided. 5. Provide digital photos of site alignment for inclusion in design package. Work Products: t. Brief memo with a map illustrating the final routing of the proposed storm drain improvements and documenting the proposed routing revisions. The map will include upstream and downstream invert elevations for each of the storm drain segments and will identify the hydraulic capacity of each segment. Profiles will not be included. Task 202 - Geotechnical Investigations Consultant Responsibilities: 1. Conduct geotechnical investigations to identify potential of unsuitable soils for the 42 and 54-inch segments of the project. Explore the subsurface conditions along the pipeline alignment by drilling three borings using hollow stem auger drilling equipment. 2. Coordinate with City staff to schedule and conduct the borings. 3. Perform laboratory testing on selected samples obtained from the borings to characterize index and engineering properties of the soils at the site. Laboratory testing will include soil moisture/density tests and grain size distribution tests. 4. Evaluate pertinent physical and engineering characteristics of the soils based on the results of the field explorations, laboratory testing and relevant experience. 5. Provide recommendations for earthwork and site preparation including suitability of on-site soils for reuse in trench backfill, placement and compaction of trench backfill, and mitigation of unsuitable soil conditions. 6. Provide recommendations for conventional trenching techniques including trench shoring, trench excavation considerations, bedding of the pipeline, mitigation of soft or compressible soils, and protection of buildings adjacent to the proposed pipeline. 7. Recommend methods of addressing ground water that may be encountered during construction. 8. Review other historical geotechnical investigations and information in the immediate area. 9. Prepare a brief geotechnical report. City Responsibilities: 1. Provide copies of other geotechnical studies that have been conducted in the immediate area. 2. Secure any City perm/ts required for geotechnical investigations. Assumptions: 1. None City of Bremerton 5 CSO Program Engineering Design Services Work Products: 1. Brief report summarizing the findings of the geotechnical investigations and design and construction recommendations. Task 301 - Final Design Consultant Responsibilities: 1. Final design drawings, technical special provisions, and bidding documents will be developed based on the recommendations of the predesign report evaluation and City review comments 2. Specific features that will be included in the design include: Approximately 7,500 feet of new storm drainage pipe. It is assumed that the pipeline design will include the following drawings: 1 Cover Sheet 1 Location, Vicinity Map, Drawing Index 1 Legend, Abbreviations, Material Symbols 26 Plan and Profile Drawings 1 Trench Details and Roadway Restoration Drawings 1 Typical Manholes and Catch Basins 3 Miscellaneous Details 34 - Total Estimated Number of Drawings 3. At the 50 percent design phase, construction drawings will be submitted for review. This level of design includes a storm drain alignment and profile, location of proposed manholes and catch basins, and other structures. A specification list and details of proposed materials will also be provided. 4. At the 90 percent design phase, construction drawings will be submitted for review. This level of design includes a final storm drain alignment and profile, all manholes and catch basins, all structures located, and details of structures. 5. Stub-outs will be included in the design for intercepting flows from adjoining buildings. 6. At the 90 percent review the remaining work will include design of minor changes to the details and minor incidental work items required of the construction contractor along the pipeline route. 7. Develop technical special provisions, based upon City standard special provisions for materials included in the design. Draft special provisions for review will be submitted to the City at the 90 percent design phase. 8. An engineer's cost estimate will be prepared based upon the 90 percent design drawings and special provisions. 9. Develop bidding documents in accordance with the standard City bidding procedures and in the APWA/WSDOT format. City Responsibilities: 1. The City will provide one set of hard copy and AutoCAD files of 1"= 20' survey topographic mapping including existing utilities, rights-of-way, City easements, City of Bremerton 6 CSO Program Engineering Design Services buildings, and other geographic features relevant to the design of new storm sewer piping. 2. Horizontal and vertical control points will be identified on the drawings and provide either Softdesk TIN or point file with elevations for the project area. 3. Provide electronic word-processing files of City standard special provisions (WSDOT/APWA Standard Specification based). 4. Provide electronic copy of the bidding documents for recent sewer extension from OF-1 to OF-2. 5. Any property rights acquisition including rights-of-way, permanent easements and temporary construction easements. 6. Pothole and survey the elevation of existing utilities where it is determined in the design process that there may be a reasonable chance of conflict with new storm sewer pipes or structures. 7. Printing of final bidding documents from camera ready set of documents provided by the consultant and distribution to plan centers and prospective bidders 8. Provide AutoCADD Version 14 of traffic control drawings for project area. 9. Coordinate with private property owners to remove direct inflow sources and discharge them to the new storm drainage system. Assumptions: 1. Wherever possible the number of drawings will be reduced. The labor estimate is based on the developing the design of the storm drainage segments identified in Task 201 and the number of drawings produces in the design. Work Products: 1. Five copies of the fifty percent (50%) design submittal including plans, specification list, and details on proposed materials. Plans will be half size (1 lx17). 2. Five copies of the ninety percent (90%) design submittal including plans, draft specifications, and draft bidding documents. Plans will be half size (1 lx17). 3. Final construction bid documents (including drawings and specifications) for the Callow Priority 5 storm sewer separation project as AutoCADD Version 14 and MSWORD files. 4. Two camera ready sets of he construction bid documents; one at full size and one at half size. Task 302 - Bidding and Construction Assistance Consultant Responsibili~es: 1. Answer questions from prospective bidders regarding the contract documents. 2. Prepare and issue addenda during the bid process. 3. Provide engineering support during construction City Responsibilities: 1. The City will advertise, evaluate, and award the contract. City of Bremerton 7 CSO Program Engineering Design Services 2. The City will administer all aspects of the construction contract including coordination with owners of other utilities that must be relocated prior to construction. 3. Distribute addenda to plan holders Assumptions: 1. An allowance for labor has been assumed for bidding assistance, preparation of addenda, and engineering support during the bidding process and during construction. Work Products: 1. Telephone records or other documentation of bidding questions answered during the bidding phase. 2. Addenda to the bidding documents. Task 303 - Additional Services Consultant Responsibilities: 1. Prepare cost proposals for additional services requested by the City 2. Provide assistance as requested by the City. City Responsibilities: 1. Request assistance and document request in writing. E-mail is considered suitable for authorization. Assumptions: 1. An allowance has been included in the project budget for additional services as requested by the City. Funds will not be expended from this task budget without prior written authorization (i.e. Notice to Proceed on Task 303) from the City. Work Products: 1. Work products will be determined at the time services are requested by the City. City of Bremerton 8 CSO Program Engineering Design Services B - Trenton/Cherry CSO Improvement Tasks Task 401 - Project Management, Coordination, and Meetings Project management activities, assumptions, responsibilities and work products for Task 401 will be the same as those listed for Task 101 (A - Callow Priority 5) except that they will pertain only to work conducted under Tasks 402-603 (B-Trenton/Cherry CSO). Separate invoices and project tracking will be provided for these two (A,B) projects. Task 501 - Gravity and Pressure Sewer Improvements Predesign Consultant Responsibilities: 1. Review the proposed sizing of the steep slope gravity sewer replacement from overflow structure OF-3 in Cherry Avenue Basin to the Beach Main. 2. Identify alternative construction techniques for installing the OF-3 to Beach Main sewer replacement based on the geotechnical subconsultant's assessment of the soil conditions and constmctability reviews. 3. Review the alternatives for constructing improvements to the Beach Main such as bypassing the existing constricted section between the inverted siphons rather that replacing. 4. Identify construction techniques and material options for the new force main in the beach from EB-2 to the existing Beach Main at OF-4. This work includes modifications to the existing force main from EB-3. 5. Review the operational functions of the proposed CSO improvements from OF-7 to EB-2 and develop additional control structure details. 6. Refine the details of the reconstruction of OF-7 that was presented in the CSO Reduction Plan 7. Review the proposed sizing and construction aspects of the new gravity sewer from Pitt and East 10th to EB-2. 8. Evaluate up to three rehabilitation techniques for the 18-inch gravity sewer rehabilitation from Pitt and East 10th to OF-7. Preliminary assessment indicated that the line should be rehabilitated with a cured-in-place liner to minimize the reduction in pipe diameter and to provide a finished pipe capable of accommodating a surcharge of up to 20 feet of water head. 9. In conjunction with the Pump Station EB-2 predesign and the development of the permitting strategy, develop a detailed critical path method (CPM) project schedule for all of the projects identified in the Trenton and Cherry Avenue Basins. Construction management personnel will be incorporated into the development and review of the schedule. 10. Develop a hydraulic profile along all sewer routes where the existing and proposed sewers are to be surcharged in conjunction with control structure operation. Assumptions: 1. Up to three piping configuration concepts will be developed for replacement of the section of Beach Main between the two inverted siphons. city of Bremerton 9 CSO Program Engineering Design Services 2. Construction techniques that will be considered for the new force main will be conventional trenching, pipe bursting of the existing force main and directional drilling. 3. The evaluation of the construction techniques will support the environmental permitting process. 4. The project design mapping described under City Responsibilities will be provided at the beginning of work on Task 501. 5. Them is an allowance for up to three meetings with City staff. 6. The City's consent order requires that Trenton Avenue Basin must be in compliance with CSO reduction requirements by December 31, 2002. City Responsibilities: 1. Provide one set of hard copy and AutoCAD files of 1"= 20' survey topographic mapping including all existing utilities, rights-of-way, City easements, buildings, and other geographic features relevant to the design of new sewer piping. Identify and locate sanitary and combined sewers, water, telephone, electrical, television, gas, and any other buried utilities that would affect sewer installation. 2. Identify horizontal and vertical control points on the drawings and provide either Sofidesk TIN or point file with elevations for the project area. Work Products: 1. A technical memorandum up to 15 pages summarizing the design recommendations including materials, construction requirements, and issues to be considered in final design and implementation. The memorandum will also include approximately 10 figures. Five draft copies and ten final copies of the memorandum will be provided. Task 502 - Pump StatiOn EB-2 and EB-3 Predesign Consultant Responsibilities: 1. Develop two alternative pump station upgrade concepts for EB-2: either upgrading the existing caisson or constructing a shallow pumping station adjacent to the existing station. Evaluate three types of pumps for the application: submersibles, vertical turbine, and dry pit centrifugal pumps. 2. Review the instrumentation and control requirements for the required pump station operation. 3. Identify standby generation facilities. 4. Conduct a hydraulic analysis of the proposed pumping system for EB-2, including pump discharge conditions that are affected by the Beach Main and Inverted Siphons. 5. Identify the upgrade requirements for pump station EB-3 by determining the new pump discharge requirements and possible need to replace the existing pumps and controls. The application of variable speed drive motors will be evaluated for EB- 3. City of Bremerton 10 CSO Program Engineering Design Services Assumptions: 1. Variable speed drive pump motors will be installed in EB-2. 2. The operational range of EB-2 will be 400 gpm at 10 feet TDH to 4,275 gpm at 133 feet TDH. 3. Two workshop meetings will be held with City staff to review pump station alternatives and to solicit City input. City Responsibilities: 1. Provide record drawings of the existing pump stations EB-2 and EB-3. 2. Provide one set of hard copy and AutoCAD files of l"= 20' survey topographic mapping of the EB-2 pump station site including existing utilities, fights-of-way, City easements, buildings, and other geographic features relevant to the design of new sewer piping. Identify and locate sanitary and combined sewers, water, telephone, electrical, television, gas, and any other buried utilities that would affect new pumping station and facility installation. 3. Provide horizontal and vertical control points (on the AutoCAD drawings) or provide either Softdesk TIN or point file with elevations for the project area. 4. Complete the design documents for upgrades to EB-3. Work Products: 1. Technical memorandum up to 20 pages documenting pump station options including the recommended configuration and equipment selection, instrumentation and control requirements, standby generator requirements, construction requirements and construction sequencing. The memorandum will also include approximately 10 figures. Five draft copies and ten final copies of the memorandum will be provided. Task 503 - Environmental and Permitting Assistance The extent of environmental and engineering consultation with agencies can vary significantly depending on the site characteristics, selected alignment, permit particulars, nature of the proposed activity, jurisdiction, proximity to sensitive areas, complexity of the process, and public concern and awareness. This task description is further divided into seven subtasks (a-t) All work identified in the introduction of this scope of work for B- Trenton/Cherry CSO Improvements will be included in the environmental review and permitting process with the exception of the rehabilitation of the existing 18-inch sewer from Pitt and East 10th to OF-7. (This work is considered maintenance of the existing collection system and does not warrant further environmental review.) Subtask 503a - Prepare Technical Memorandum Consultant Responsibilities: 1. Using the preliminary list of potential permits identified in the CSO Reduction Plan Update as a starting point, research and prepare a technical memorandum City of Bremerton 11 CSO Program Engineering Design Services identifying applicable permits, permit fees, and permit agency contacts; and provide general permit requirements, schedule for permit application preparation, and approximate timeline for permit application review. Work Products: 1. Draft Technical Memorandum (5 copies) 2. Final Technical Memorandum (5 copies) 3. Telephone Record Sheets (transmitted via e-mail to appropriate project team members) Subtask 503b - Pre-application Coordination with Permit Agencies Consultant Responsibilities: 1. Individual pre-application meetings will be held with personnel from each agency responsible for processing the respective permit applications. 2. Specific permit application submittal requirements will be determined at each meeting. 3. Interrelationship of the various permitting actions will be confirmed. Assumptions: 1. A single site visit will be conducted with agency staff invited, as appropriate 2. Four pre-application meetings will be held, one each with the City of Bremerton, Washington Department of Natural Resources (WDNR), Washington Department of Fish & Wildlife (WDFW) and the U.S. Army Co~ps of Engineers. 3. One agency site visit will be conducted by HDR. The Project Manager, the permitting lead, and the staff member preparing the Biological Evaluation/Assessment will represent HDR. City Responsibilities: 1. City of Bremerton Engineering Department will pay applicable pre-application fees. Work Products: 1. Telephone Record Sheets 2. Draft and Final Meeting/Site Visit Reports 3. Completed Pre-Application Forms Subtask 503c - Prepare Permit Applications Consultant Responsibilities: 1. Draft permit applications will be prepared with input from appropriate team members and transmitted to the City of Bremerton for review and comment. The applications may require specific graphic requirements other than engineering drawings. The applications will then be finalized for submittal to the appropriate agencies. City of Bremerton 12 CSO Program Engineering Design Services Assumptions: 1. A JARPA application will be prepared and used for the Hydraulic Project Approval (HPA), Corps Permit, 401 Water Quality Certification, and Coastal Zone Consistency Determination. 2. The City of Bremerton will not accept the JARPA for Shoreline Permit application submittal. 3. Six (6) permit applications will be prepared (may be modified based on the outcome of Task 503a). 4. All projects required in Cherry Avenue and Trenton Avenue Basins will be grouped into a single project under each permit application prepared. 5. The SEPA checklist prepared for City of Bremerton Combined Sewer Overflow (CSO) Reduction Facility Plan Update & Implementation is considered adequate for environmental review of the projects covered by this scope of work and the Determination of Nonsignificance (DNS) that was issued for this checklist applies to these projects. 6. The U.S. Army Corps of Engineers will adopt the SEPA document to satisfy National Environmental Policy Act (NEPA). City Responsibilities: 1. Pay all applicable permit fees and submit permit applications. 2. Secure and post Notice Boards, and publish newspaper notices as required. 3. Provide real estate information (legal descriptions, mailing list for adjacent property owners) as required in the application process. 4. Reproduction, distribution and submittal of final applications to the appropriate agencies. Work Products: 1. One (1) draft and one (1) final application for each permit Subtask $03d- Prepare Biological Evaluation~Biological Assessment (BE/BA ) Consultant Responsibilities: 1. Prepare a Biological Evaluation/Biological Assessment (BE/BA). Assumptions: 1. U.S. Army Corps of Engineers (Corps) Section 10/404 authorization will be required. 2. A Biological Evaluation/Biological Assessment (BE/BA) will be required. 3. Consultation with the National Marine Fisheries Service (NMFS) and the U.S. Fish and Wildlife Service will be required. 4. One site visit by the HDR fisheries biologist preparing the BE/BA, consultation with the Corps on BE/BA requirements, agency consultation on ESA species, and coordination with the project design team to determine appropriate mitigation measures. City of Bremerton 13 CSO Program Engineering Design Services Work Products: 1. Draft BE/BA (5 copies) 2. Final BE/BA (1 camera-ready copy) Subtask 503e - Public Hearing and Agency Meetings Consultant Responsibilities: 1. Provide support for the public hearing by providing graphics and project information. 2. Organize and conduct agency permit application meetings. 3. 4. Conduct agency meetings to respond to questions regarding the permit applications and further explain the project design and proposed construction techniques and timing. Assumptions: 1. One (1) two-hour public hearing will be required for the shoreline permit process. 2. Four two-hour agency meetings are held. City Responsibilities: 1. Organize, schedule, and arrange for public hearing 2. Preparation and reproduction of final agenda and written handouts for hearing. 3. Attend agency meetings. Work Products: 1. Draft and final agency meeting reports. These will be submitted to the City electronically by email. 2. Up to three different poster sized(22 inches by 34 inches) graphics boards with project information for use by the City at a Public Hearing. Subtask 503f - Follow Up with Permitting Agencies Consultant Responsibilities: 1. Periodically check with the respective agencies to determine the status of the application processing. Where appropriate, additional input/project clarification will be provided. Assumptions: 1. Duration of this task is 6 months following submittal of the last application. 2. An allowance has been included in the budget for follow up work associated with permitting. City Responsibilities: I. None. Work Products: 1. Periodic status reports City of Bremerton 14 CSO Program Engineering Design Services Task 504 - Geotechnical Investigations Consultant Responsibilities: 1. Review geotcchnical data for the site and vicinity. 2. Perform a geologic reconnaissance of all the proposed new sewer alignments in Cherry Avenue and Trenton Avenue Basins. 3. Explore the subsurface conditions along the S00-foot-long sewer along Shore Drive by drilling two borings using hollow stem auger drilling equipment. These borings will each extend to a depth of about 15 feet. Because the work areas are paved, we will need to core the boring locations. We will also need to utilize traffic control personnel and signag¢ to complete the fieldwork. Contact the underground utility locate service prior to performing the explorations. 4. Explore the subsurface conditions at the location of the new sewer pipe down the steep coastal bluff in the Cherry Avenue Basin by drilling one boring using hollow stem auger drilling equipment. This boring will extend to a depth of about 60 feet. 5. Perform laboratory testing on selected samples obtained from the borings to characterize index and engineering properties of the soils at the site. The laboratory testing program will likely include soil moisture/density tests and grain size distribution tests, with other tests, as appropriate. 6. Evaluate pertinent physical and engineering characteristics of the soils based on the results of the site reconnaissance, field explorations, laboratory testing and our experience. 7. Provide recommendations for earthwork and site preparation including suitability of on-site soils for reuse in trench backfill, placement and compaction of trench backfill, and mitigation of unsuitable soil conditions. This includes an evaluation of the effects of weather and/or construction equipment on site soils. 8. Perform engineering analyses and provide conclusions and recommendations for conventional trenching techniques including the following: · Geotechnical considerations for construction of the sewer down the steep coastal bluff. · Geotechnical considerations for trench shoring. · Trench excavation considerations. · Bedding of the pipelines and backfilling of the trenches. · Mitigation of soft or compressible soils. · Geotechnicai considerations for trench dewatefing. 9. Qualitatively evaluate the stability of the steep bluff slope in Cherry Avenue Basin. 10. Explore the subsurface conditions at up to three additional locations in the City by drilling borings using hollow stem auger drilling equipment. The average depths of the borings are assumed to be 40 feet. The borings will be logged and selected samples of soils will be obtained from the borings. Laboratory testing on these samples will be conducted as described in item 5 above. Soil samples will be retained for 60 days following the boring for any additional testing that may be requested by the City. City of Bremerton 15 CSO Program Engineering Design Services City Responsibilities: 1. Provide copies of other geotechnical studies that have been conducted in the immediate area. 2. Secure any City permits required for geotechnical investigations. Assumptions: 1. Borings will be abandoned in accordance with state law and the surface at each boring will be completed with an asphalt or concrete patch. Patches will not be sealed with liquid asphalt. 2. Traffic control will be provided for the borings. Work Products: 1. Report summarizing the findings of the geotechnical investigations and design and construction recommendations. Task 601 - Gravity and Pressure Sewer Final Design Consultant Responsibilities: 1. Final design drawings, technical special provisions, and bidding documents will be developed based on the recommendations of the predesign repor~ evaluation and City review comments 2. Specific features that will be included in the design are: · New gravity sewer from the top of the bluff near OF-3 to the Beach Main · Replacement of a restricting section of Beach Main between the 16-inch and 24-inch inverted siphons · Pipeline access and control structures at the junctions of the two inverted siphons and the Beach Main · Approximately 2,000 feet of new force main from EB-2 to the Beach Main near the existing OF-4 · New gravity sewer from Pitt and East 10th to EB-2 · Reconstruction of OF-7 · Modification to the existing 10-inch force main from pump station EB-3. 3. It is assumed that the designs will be shown on the following drawings: 1 Cover Sheet 1 Location, Vicinity Map, Drawing Index 1 Legend, Abbreviations, Material Symbols 4 Forcemain Plan and Profile Drawings 1 OF-3 to Beach Main Gravity Sewer Plan and Profile Drawing 1 Beach Main Plan and Profile Drawing 2 Gravity Sewer Plan and Profile Drawings, Pitt and East 10th to EB-2 1 OF-7 Reconstruction Plan and Profile Drawing 2 Flow Control Structures 2 Beach Main Access and Control Structures 1 Trench Details and Roadway Restoration Drawings 1 Typical Manholes 3 Miscellaneous Details 21 - Total Estimated Number of Drawings City of Bremerton 16 CSO Program Engineering Design Services 4. Construction drawings be submitted for review at the 50 pement design phase. The drawings will show sewer pipeline alignment and profile, existing surface and subsurface improvements, location of proposed manholes and catch basins, and other structures. A specification list, and details of proposed materials will also be provided. 5. At the 90 pement design phase, construction drawings will be submitted for review. The drawings will show final alignment and profile, all manholes and structures located, and details of structures. 6. At the 90 percent review the remaining work will include design of minor changes to the details and minor incidental work items required of the construction contractor along the pipeline route. 7. Develop technical special provisions, based upon City standard special provisions for materials included in the design. Draft special provisions for review will be submitted to the City at the 90 percent design phase. 8. An engineer's cost estimate will be prepared based upon the 90 percent design drawings and special provisions. 9. Develop bidding documents in accordance with the standard City bidding procedures and in the APWA/WSDOT format. 10. Answer questions from prospective bidders regarding the contract documents. 11. Prepare and issue addenda during the bid process. City Responsibilities: 1. Provide electronic word-processing files of City standard special provisions (WSDOT/APWA Standard Specification based). 2. Acquire necessary property rights including rights-of-way, permanent easements and temporary construction easements. 3. Pothole and survey the elevation of existing utilities where it is determined in the design process that there may be a reasonable chance of conflict with new structures as requested by the Consultant. 4. Print final bidding documents from camera ready set of documents provided by the consultant. 5. Distribute bid documents to plan centers and prospective bidders 6. Provide AutoCADD 14 versions of traffic control drawings. 7. The City will advertise, evaluate, and award the contract. 8. The City will administer all aspects of the construction contract including coordination with owners of other utilities that must be relocated prior to construction. 9. Distribute addenda to plan holders Assumptions: 1. Wherever possible the number of drawings will be reduced. The labor estimate is based on the developing the design of the number of drawings produced in the design. 2. An objective of the design will be to minimize the impacts and access disruptions to existing businesses and residences during construction. City of Bremerton 17 CSO Program Engineering Design Services Work Products: 1. Seven copies of the fifty percent (50%) design submittal including drawings, specification list, and details on proposed materials. Drawings will be half size (llxlT). 2. Seven copies of the ninety percent (90%) design submittal including drawings, draft specifications, and draft bidding documents. Plans will be half size (1 lx 17). 3. Final bidding documents for the construction contract. 4. One camera ready set of bidding documents with full size and half size construction drawings and specifications. 5. Telephone records or other documentation of bidding questions answered during the bidding phase. 6. Addenda to the bidding documents. Task 602 - Rehabilitation Design of 18-inch Sewer from Pitt and East 10th to OF-7 Consultant Responsibilities: 1. Final technical special provisions and bidding documents will be developed based on the recommendations of the predesign report evaluation and City review comments. Drawings and details will be included in the bidding package and will be included in 8.5 x Il-inch or 11 x 17-inch. 2. Specific features in the design are for the rehabilitation of the existing 18-inch Sewer from Pitt and East 10th to OF-7. Drawings and details in the bidding package are: 1 Location, Vicinity Map 1 Shore Drive Rehabilitation Plan (Based on City's Sewer Mapping, 1" = 100 feet) 1 Manhole Details 3 Miscellaneous Details 6 - Total Estimated Number of Drawings 3. Develop bidding documents in accordance with the standard City bidding procedures and in the APWA/WSDOT format. 4. Develop technical special provisions for materials included in the design. Draft special provisions along with the bidding documents will be submitted to the City for review at the 90 percent design phase. The documents will include the drawings and details identified above. 5. An engineer's cost estimate will be prepared based upon the 90 percent design drawings and special provisions. 6. Answer questions from prospective bidders regarding the contract documents. 7. Prepare and issue addenda during the bid process. City Responsibilities: 1. Acquire necessary property rights including rights-of-way, permanent easements and temporary construction easements. City of Bremerton 18 CSO Program Engineering Design Services 2. Print final bidding documents from camera ready set of documents provided by the consultant and distribution to plan centers and prospective bidders 3. Provide AutoCADD 14 versions of traffic control drawings. 4. The City will advertise, evaluate, and award the contract. 5. The City will administer all aspects of the construction contract including coordination with owners of other utilities that must be relocated prior to construction. 6. Distribute addenda to plan holders Assumptions: 1. The existing 18-inch gravity sewer is serviceable and is in a condition that can be rehabilitated. Work Products: 1. Five copies of the ninety percent (90%) design submittal including plans, draft specifications, and draft bidding documents. 2. Design drawings. 3. Bidding documents for the construction contract. One camera ready set of bidding documents 4. Telephone records or other documentation of bidding questions answered during the bidding phase. 5. Addenda to the bidding documents. Task 603 - Design of EB-2 Upgrade Consultant Responsibilities: 1. Final technical special provisions, and bidding documents will be developed based on the recommendations of the predesign report evaluation and City review comments. 2. It is assumed that the documents will contain the following drawings: 1 Cover Sheet 1 Location, Vicinity Map, Drawing Index 1 Legend, Abbreviations, Material Symbols 1 EB-2 Site Plan and Temporary Pumping Plan 2 Civil Details 1 Demolition 3 Structural 2 Pump Station Mechanical - Plan and Sections 1 Valve Vault Mechanical 2 Miscellaneous Details 1 Pig Launching Facilities 2 Mechanical Details 1 Electrical Symbols, Legend & Abbreviations City of Bremerton 19 CSO Program Engineering Design Services 1 Electrical Diagrams 1 Electrical Site Plan 1 Electrical Demolition & Details 8 Electrical and Instrumentation 30 - Total Estimated Number of Drawings 3. Develop bidding documents in accordance with the standard City bidding procedures with I-IDR master technical specifications that are based on Construction Specification Institute (CSI) format. The documents will use the Standard General Conditions of the Construction Contract as prepared by the Engineers Joint Contract Documents Committee (EJCDC). 4. At the 50 percent design phase, construction drawings will be submitted for review. This level of design includes pump station layout, location of proposed structures, manholes, and other facilities. A specification list, and details of proposed materials will also be provided. 5. At the 90 percent design phase, construction drawings and specifications will be submitted for review. This level of design includes a final pump station details, all manholes and structures located, details of structures, and complete specifications. Construction staging and sequencing will be included. 6. At the 90 percent review the remaining work will include design of minor changes to the details and minor incidental work items required of the construction contractor along the pipeline route. 7. An engineer's cost estimate will be prepared based upon the 90 percent design drawings and special provisions. 8. Answer questions from prospective bidders regarding the contract documents. 9. Prepare and issue addenda during the bid process. City Responsibilities: 1. Any property rights acquisition including rights-of-way, permanent easements and temporary construction easements. 2. Printing of final bidding documents from camera ready set of documents provided by the consultant and distribution to plan centers and prospective bidders 3. Provide AutoCADD 14 versions of traffic control drawings. 4. Identify areas if any that may be used for as a contractor staging area. 5. The City will advertise, evaluate, and award the contract. 6. The City will administer all aspects of the construction contract including coordination with owners of other utilities that must be relocated prior to construction. 7. Distribute addenda to plan holders Assumptions: 1. No building will be constructed at the site. Either the existing building structure will remain in place or it will be demolished and exterior electrical panels and equipment will be provided. 2. An objective of the design will be to minimize the impacts and access disruptions to existing businesses and residences during construction. City of Bremerton 20 CSO Program Engineering Design Services Work Products: 1. Seven copies of the fifty percent (50%) design submittal including drawings, specification list, and details on proposed materials. Drawings will be half size (llx17). 2. Seven copies of the ninety percent (90%) design submittal including plans, draft specifications, and draft bidding documents. Plans will be half size (1 lx17). 3. One camera ready set of final bidding documents for the construction contract. 4. Telephone records or other documentation of bidding questions answered during the bidding phase. 5. Addenda to the bidding documents. Task 604 - Construction Assistance Consultant Responsibilities: 1. Provide Engineering support during construction City Responsibilities: 1. Specify assistance required.. Assumptions: 1. Three separate construction contracts will be issued for bids. 2. An allowance for labor has been assumed for engineering support during construction. Work Products: 1. Work products will be determined at the time services are requested by the City. Task 605 - Additional Services Consultant Responsibilities: Provide assistance as requested by the City. City Responsibilities: Request assistance and document request in writing. E-mail is considered suitable for authorization. Assumptions: An allowance has been included in the project budget for additional services as requested by the City. Funds will not be expended from this task budget without prior written authorization (i.e. Notice to Proceed) by the City. Work Products: Work products will be determined at the time services are requested by the City. City of Bremerton 21 CSO Program Engineering Design Services EXHIBIT B CITY OF BREMERTON CSO PROGRAM ENGINEERING DESIGN SERVICES COMPENSATION Compensation for Consultant's services under this Contract shall be on a Cost Plus Fixed Fee basis but not to exceed the Total Price. The sum of Cost and Fixed Fee shall be the compensation for the Scope of Services. Cost shall include Direct Labor Cost, Indirect Costs, and Reimbursable Expenses. Cost shall be an amount equal to Direct Labor Cost times a factor of 2.85 plus Reimbursable Expenses. Direct Labor Cost shall mean salaries and wages, (basic and overtime) paid to all personnel for time worked directly on the project. Indirect Costs shall include overhead, taxes and other indirect project administrative costs. Fixed Fee shall mean a fixed amount of fee that is added to the Cost. The Cost may vary, but the Fixed Fee shall remain the same provided the Scope of Services does not change. The fixed fee will be prorated and paid monthly in proportion to the project work satisfactorily completed. A payment for an individual month shall include that portion of the fixed fee allocable to the project work satisfactorily completed during the month and not previously paid. Any portion of the fixed fee not previously paid in the monthly payments shall be included in the final payment. Schedule A - Callow Basin Priority 5 Storm Separation Design Project The Fixed Fee for all tasks in Schedule A of the Scope of Services excluding Task 303 - "Additional Services" shall be Twelve Thousand Nine Hundred Fifty Dollars ($12,950.00). For work authorized by the City under Task 303 the Fixed Fee will be increased at a rate twelve percent (12%) on the additional work Cost excluding Reimbursable Expenses. Schedule B - Trenton Avenue And Cheery Avenue CSO Improvements Project The Fixed Fee for all tasks in Schedule B of the Scope of Services excluding Task 605 - "Additional Services" shall be Thirty Seven Thousand One Hundred Dollars ($37,100.00) City of Bremerton 1 CSO Program Engineering Design Services For work authorized by the City under Task 605 the Fixed Fee will be increased at a rate twelve percent (12%) on the additional work Cost excluding Reimbursable Expenses. Reimbursable Expenses shall mean the actual expenses incurred directly or indirectly in connection with the project for transportation travel, subconsultants, subcontractors, computer usage, telephone, fax, shipping and express, and other incurred expense. Charges for reimbursable expenses incurred by the Consultant will be at the following rates as shown in Table B-1. The amount of any sales tax, excise tax, or gross receipts tax that may be imposed on this Agreement shall be added t.o the Consultant's compensation as Reimbursable Expenses. Table B-1. Reimbursable Expense Char~es Item Billin~ Rate Miscellaneous Postage at cost Travel Mileage at 34.5 cents per mile or the current Internal Revenue Service (IRS) allowable rate for business use of an automobile Other travel expenses at cost Copying Standard at 10 cents per page Plotting~ 1 lx17 @ $3.00 per sheet 22x34 @ $7.00 per sheet HP755 color @ $8.50 per sheet Phone At-cost Fax In-coming @ No charge Outgoing @ $0.55 per page Computer Engineer @ $10 per hour CADD @ $15 per hour 1. In-house billing rate listed above; outside plotting will be billed "at-cost". Monthly invoices shall be submitted to the City for work performed subsequent to work covered by all previously submitted invoices and shall be computed pursuant to the rates and limitations set forth above. Separate invoices will be prepared for Schedule A and Schedule B of this contract. The approximate distribution of costs with respect the tasks are presented in Table B-2. Consultant may adjust the distribution of compensation between individual tasks of the work noted herein to be consistent with services actually rendered, but shall not exceed the total estimated compensation amount unless approved in writing by the Owner. No costs shall be charged to the budget identified in Table B-2 for Tasks 303 and 605 without written authorization from the City. City of Bremerton 2 CSO Program Engineering Design Services Task Breakdown of Project Budget~ Task Description Estimated Cost Callow Basin Priority 5 101 Project Management $9,500 201 Predesign Evaluation $20,600 202 Geotechnical Investigations $12,500 301 Final Design $96,600 302 Bidding Assistance and Construction Assistance $4,300 303 Additional Services $25,000 Subtotal A $168,500 Trenton/Cherry CSO Improvements 401 Project Management $26,500 501 Gravity and Pressure Sewer Improvements $28,300 Predesign 502 Pump Station EB-2 Predesign $21,400 503 Environmental and Permitting Assistance $55,400 504 Geotechnical Investigations $27,900 601 Gravity and Pressure Sewer Final Design $65,900 602 Rehabilitation Design of 18-inch Sewer from Pitt $21,700 and Scott to OF-7 603 Design of EB-2 Upgrade $131,700 604 Construction Assistance $25,000 605 Additional Services $40,000 Subtotal B $443,800 Total Contract Amount $612,300 budgets are approximate; project managers reserve the right to re-allocate budget among all except Tasks 303 and 605 provided that the total budget of this Agreement is not exceeded. Bremerton 3 CSO Program Engineering Design Services EXHIBIT C CITY OF BREMERTON CSO PROGRAM ENGINEERING DESIGN SERVICES PROJECT SCHEDULE The schedules for work conducted under this Agreement are listed herein. A - Callow Basin Priority 5 The Consultant understands that the City would like to issue the Callow Basin Priority 5 documents for bid in June of 2001 to enable construction to begin in the Summer of 2001. The following milestones of this design phase are intended to meet this schedule. Consultant Notice to Proceed February 26, 2001 Survey Provided by City to Consultant February 26, 2001 Design Report Review March 23,2001 Design Review Workshop with City March 30, 2001 Fifty (50) percent design review April 6, 2001 Ninety (90) Percent Design Review Submittal May 11, 2001 City Review Comments of 90 Percent Submittal May 16, 2001 Final Plans, Specifications and Bidding Documents May 25, 2001 Issue for Bids June 4, 2001 B - Trenton/Cherry CSO Improvements The Consultant understands that the City would like to issue the construction contracts for the Trenton/Cherry CSO Improvements construction bid documents for bid in late 2001 and early 2002 to enable construction to be complete by December 2002. It is anticipated that the bidding dates for the gravity sewers and pump station EB-2 will be determined by the availability of environmental permits. The following milestones for engineering design services are intended to meet this schedule: Consultant Notice to Proceed February 26, 2001 JARPA and Shoreline Permits Completed and Ready for Submittal including BEfBA May 4, 2001 Survey Mapping Provided by City to Consultant June 4, 2001 Gravity Sewer Predesign July 27, 2001 Pump Station EB-2 and EB-3 Predesign August 24, 2001 18-inch Pipe Rehabilitation Design and Bid September 14, 2001 Gravity and Pressure Sewer Design November 23,2001 Pump Station EB-2 Design December 14, 2001 City of Bremerton 1 CSO Program Engineering Design Services EXHIBIT D City of Bremerton Department of Public Works and Utilities Minimum Requirements for Architectural & Engineering Design Product Submittals 1. INTRODUCTION Quality control reviews are necessary and essential at the milestones indicated. These reviews provide a mechanism to demonstrate and verify that services and work meet the predetermined established standards and requirements. The following table is a summary of document expectations at project submittal milestones of 30%, 60% and 90%. The table is intended to be a guide and it is understood that each project may have requirements that result in variations from the requirements shown. Specifically the project size, location, permitting requirements and complexity may result in variations of the format indicated. Additionally, the Washington State Department of Ecology has established general recommendations for plans and specifications in Chapter Gl-4 of the "Criteria for Sewage Works Design" (the Orange Book) and the Washington Administrative Code (WAC) has established requirements for plans and specifications in WAC 173-240-070. Both of these sources should be referenced during preparation and review. However, the information included on the attached table is typical of most projects and therefore can be used to establish project progress at the milestones indicated. The table indicates generally the level of completion required at each submittal milestone with the following designations: D - indicates the item is required in a draft form; E - indicates the item is to be essentially complete. These designations are general and a further description of the expected level of completion at each submittal milestone follows the table. At all levels of design, drawings must be prepared in accordance to the City's standards for drafting (e.g. software version, layering, title block, etc. The Project Manager should provide the Consultant with the latest drafting standards at the beginning of the project. City of Bremerton I CSO Program Engineering Design Services REQUIREMENTS OF LEVEL OF DESIGN 30% 50% 60% 90% General Drawings Title Sheet D E E E Location and Vicinity Map D E E E Drawing Index D D E E General Symbols and Legends D E E E Abbreviations D E E E Design Data and Criteria (i.e. - Hydraulic Profiles, Process Flow D E E E Diagrams ) Key Map D E E E Civil/Sitework Drawings Existing Site and Utility Plans D E E E Revised Site and Utility Plans D D D E Revised Site Grading D D E Site Utilities - Plans & Profiles D D D E Pipeline Alignment Plans & Profiles D D D E Sedimentation & Erosion Control Plan E Civil Details D D E Landscaping Drawings Conceptual landscaping - Plan D D E Architectural Drawings Buildings - Plan, Elevations, and Sections D D D E Structural Drawings Foundation - Plans and Sections D D E E Buildings- Plans, Sections, and Details D D D E Below grade structures - Plan and Section D D D E Mechanical Drawings Major Equipment and Piping Layout - Plans, Sections, and Details D D D E HVAC/Plumbing Plans and Sections D D D E HVAC Schedules and Schematics D E Electrical Drawings One Line Diagrams D D D E Site Electrical - Plan D D D E Power Plans, Control Diagrams, and Schedules D D E Lighting Plans and Reflective Ceiling Plans D E D - Draft; E - complete City of Bremerton 2 CSO Program Engineering Design Services Major Equipment (i.e. - MCCs, Substations, Transfer Switches, etc.) D D D E Layout / Electrical Room Plans REQUIREMENTS OF LEVEL OF DESIGN 30% 50% 60% 90% Instrumentation Drawings Process and Instrumentation Diagrams D D D E Control panel layouts and details D D E Telemetry schematics and design D D E Riser diagrams D E Specifications Table of Contents D E E E First draft of Specialty Specifications (e.g. major equipt.) D D E E Major equipment selection in Products sections. D D E Major material selections completed (pipe, coatings, concrete, etc.) D D E General requirements: (Sequence, constraints, work scope, asbestos D D E determination, etc) Memorandum on recommended modifications to General Conditions D E Other Submittal Items Basis of Design Technical Memorandum D E E E Geotechnical interpretive report (GIR) D E E E Geotechnical data report (GDR) D E E E Geotechnical baseline report (GBR) D Level 1 Environmental Assessment E Level li Environmental Assessment (if required) E E Equipment & Instrument List D D D E Contractor/subcontractor qualifications memorandum D D E City supplied safety checklist D E O&M impact memorandum E Contract time memorandum E D - Draft; E - Complete City of Bremerton 3 CSO Program Engineering Design Services 2. 30 PERCENT LEVEL OF DESIGN At the 30% design level the submittal should show progress toward a coordinated plan set. Items to be generally expected at this level include: · A Drawing Index that reflects the total number of drawings anticipated for the completed project. · Title blocks and drawing layouts that allow verification of City standards. General Symbols, Legends, and Abbreviations that allow verification of City standards. ,, Design Data and Criteria (Process Schematic) established and depicted in an acceptable format. · Site Plan and Vicinity Map that accurately depict the existing site features and boundaries. (including topographical data, coordinate system, zoning, geotechnical boring locations, etc) · Site and Utility Plans that accurately depict existing utilities (above and below ground), buildings, roadways, etc. · Site Plans that accurately depict new structure footprints, locations, and orientation on-site including prelimina~ finish floor elevations. Site Plan also to include preliminary site grading coordinated with the geotechnical requirements. · Plans and Profiles of pipelines that locate major utilities and piping corridors (horizontal and vertical). Property acquisition and easements necessary for permitting and construction should be identified. · Utility plans that generally identify proposed interfaces with existing utilities. Actual routing and location of connection to existing utility roughly shown. · Architectural plans, sections, and elevations that establish the preliminary room sizes, exterior architectural theme, materials of construction, roof type, etc. Plans adequate to verify access and egress, materials of construction, and other general building and fire code requirements. · Structural plans that establish foundation type and depict the preliminary foundation layout. Foundation plans adequate to confirm approach in compliance with geotechnical requirements. Floor plans coordinated with the architectural plans. · Mechanical Plans and Sections that depict location of major equipment and major piping alignments to verify clearances and general configurations. Plans also to indicate proposed equipment maintenance features (i.e. overhead crane and monorails, hatches, pads, etc) and identification of areas requiring noise abasement. · HVAC/Plumbing Plans that depict location of major equipment and major piping alignments. · Evaluation of the level of design that a fire protection system would be included on the drawings. City of Bremerton 4 CSO Program Engineering Design Services · Preliminary electrical one-line diagrams and site electrical plans. Preliminary layout of electrical rooms in adequate detail to determine size requirements and clearances. Identify available corridors for routing of electrical raceways and cable tray. Identify area classifications per NEC. · Preliminary Process and Instrumentation Diagrams (P&IDs) that depict the mechanical equipment, piping, instrumentation and control equipment interlocking. · Preliminary Table of Contents for the Specifications. Draft copies of specialized specifications that originate from sources other than City guide specifications. · Preliminary equipment list that includes equipment number, equipment size, equipment power requirements, and basic controls and operating strategies. · Draft Basis of Design Technical Memorandum that summarizes technical criteria and assumptions used for the design and includes an evaluation of code interpretation and permit requirements for the Project. Also include an initial evaluation of safety considerations for equipment access, facility access and egress, and daily maintenance considerations. Identify items requiring modeling. · Draft Geotechnical Interpretive Report (GIR) and Geotechnical Data Report (GDR). · Level I Environmental Assessment and work plan for Level II Environmental Assessment. 3. 50 PERCENT LEVEL OF DESIGN t' The 50% design level is generally used as an alternative to producing two inteium sets (the 30% and the 60% sets). The degree of completion of the product at 50% is as specified in the table. The list is similar to the 60% list and as such is not re-written here. 4. 60 PERCENT LEVEL OF DESIGN At the 60% design level the submittal should show significant progress toward a completed plan set. The 60 % submittal should reflect review comments from the 30% submittal along with subsequent meetings and design decisions. This submittal should establish final locations, alignments, and configurations and move the design toward final production. Items to be generally expected at this level include: · Title Sheet, Drawing Index, and Location and Vicinity Map essentially complete. · General Symbols, Legends, and Abbreviations essentially complete. · Design Data and Criteria essentially complete. · Site Plan with proposed final location of structures, roadways, and major site elements (fencing, gates, etc). Include proposed contractor staging, storage, access, and off-site corridors (traffic routing plans). City of Bremerton 5 CSO Program Engineering Design Services · Site Plan with horizontal control and proposed grading. · Plans and Profiles of pipelines with final proposed alignments (horizontal and vertical). Easement limits identified and included on drawings. · Details of manholes, pavement and trench sections, and other civil details. · Proposed landscaping plan and schedules. · Architectural plans, sections, and elevations that depict the proposed final exterior architectural theme, materials of construction, and floor plan of structures. · Structural plans, sections, and details coordinated with other design disciplines. Large structural penetrations identified and potential conflicts with mechanical and electrical features resolved. Foundation plans, floor plans, and roof plans to include structural member sizes. Reinforcement detailing partially complete. · Mechanical plans, sections, and details with proposed final location of major equipment, piping, and appurtenances. Minor piping partially complete however adequate corridors identified. Location of equipment maintenance features finalized. · I-IVAC/Plumbing plans and sections adequately complete to verify City standards and building code compliance. Preliminary equipment schedules and system schematics to allow review of system configuration and design intent. Fire protection system design (if required). · Proposed final electrical one-line diagrams, control room layouts, and panel layouts. · Power plans, control diagrams, and schedules adequately complete to review layout and design intent. · Proposed final lighting plan and reflective ceiling plan. · P&IDs developed to greater detail including revisions based on proposed final equipment selection and configuration. · Draft Specifications of all specifications in Divisions 1 through 17. Coordinated such that project specific information has been included and non-pertinent information has been removed. Major equipment specifications should be nearly final. First draft of construction sequence, milestones, and constraints. · Equipment list that includes equipment number, equipment size, equipment power requirements, and basic controls and operating strategies for all equipment anticipated on the project. · Final Basis of Design Technical Memorandum that summarizes technical criteria and assumptions used for the design and includes an evaluation of code interpretation and permit requirements for the Project. Also include an evaluation of safety considerations for equipment access, facility access and egress, and daily maintenance considerations. · Geotechnical Interpretive Report (GIR) and Geotechnical Data Report (GDR) incorporating all information obtained to date and recommendations for any additional investigations necessary for design completion. City of Bremerton 6 CSO Program Engineering Design Services · Level II Environmental Assessment (if required) that evaluates worker health and safety and identifies suspect, contaminated, and hazardous materials of concern for the Project. city of Bremerton 7 CSO Program Engineering Design Services 5. 90 PERCENT LEVEL OF DESIGN At the 90% design level the submittal should include all information necessary to complete the 100% documents with the exception of subsequent detailed review comments from the client and regulatory agencies. The 90 % submittal should reflect review comments from the 60% submittal along with subsequent meetings and design decisions. This submittal should reflect coordination between all design disciplines and should require only detailed level corrections to result in a biddable set of documents. Items to be generally expected at this level include: · Title Sheet, Drawing Index, and location and Vicinity Map complete. · General Symbols, Legends, and Abbreviations complete. · Design Data and Criteria complete. · Site Plan with final location of structures, roadways, and major site elements (fencing, gates, etc). Include contractor staging, storage, access, and off-site corridors (traffic plans). · Plans and Profiles of pipelines with final alignments (horizontal and vertical). Easement limits identified and included on drawings. · Details of manholes, pavement and trench sections, and other civil details. · Sedimentation and Erosion Control Plan and details. · Landscaping plan and schedules. · Architectural plans, sections, and elevations that depict the final exterior architectural theme, materials of construction, and floor plan of structures. · Structural plans, sections, and details coordinated with other design disciplines. Foundation plans, floor plans, and roof plans to include structural member sizes and reinforcement detailing complete. · Mechanical plans, sections, and details with final location of major equipment, piping, and appurtenances. All piping layouts essentially complete. · HVAC/Plumbing plans and sections complete. Equipment schedules and system schematics adequately complete to review system configuration and design intent. · Final electrical one-line diagrams, control room layouts, and panel layouts. · Power plans, control diagrams, and schedules complete and coordinated with process/mechanical design. · Final lighting plan and reflective ceiling plan coordinated with other disciplines. · Final P&IDs developed to greater detail and including revisions from previous comments and coordinated with final operational control strategies. · Final version of Specifications Divisions 1 through 17 incorporating comments from the 60 percent submittal review and reflecting full coordination with drawings. Include final construction sequence, City of Bremerton 8 CSO Program Engineering Design Services milestones and constraints, measurement and payment, and proposed bid form. Include memorandum with recommendations of changes to be made by City to General Conditions (Section 0700) in the Supplemental General Conditions (Section 0800) · Equipment list that includes equipment number, equipment size, equipment power requirements, and basic controls and operating strategies for all equipment on the project. · Final Basis of Design Technical Memorandum that summarizes technical criteria and assumptions used for the design and includes an evaluation of code interpretation for the Project. Also include an evaluation of safety considerations for equipment access, facility access and egress, and daily maintenance considerations. Final Geotechnical Interpretive Report (GIR) and Geotechnical Data Report (GDR) incorporating all information obtained to date. · Draft Geotechnical Baseline Report (GBR) for projects where this is deemed necessary. · Memorandum summarizing recommended contractor and subcontractor qualifications to be used for the bid evaluation. · Completed safety checklist provided by City. · Memorandum summarizing impacts of the Project on existing systems and probable impacts to the existing system operation and maintenance requirements. · Memorandum evaluating Contract Time. 6. 100 PERCENT LEVEL OF DESIGN The 100% submittal should include changes agreed upon by the reviewer and the person preparing the documents from the 90% submittal. This submittal should reflect coordination between all design disciplines and corrections to this submittal will be done by addenda. Items to be generally expected at this level include: · Final Drawings and Specifications Final GIR, GDR, and GBR (where required). · Final equipment list. · Final Basis of Design Report. REVIEW CONSIDERATIONS A brief description of special review considerations related to the design submittal disciplines is presented below. City of Bremerton 9 CSO Program Engineering Design Services GENERAL DRAWINGS The items listed under this category are typical for most projects. Exceptions might be the Key Map and the Design Data and Criteria. The Key Map may be required for large or complex drawing sets to assist the user in navigating through the set. The Design Data and Criteria is required if the submittal is to be reviewed by Ecology. For some projects it may be possible to combine a number of the items listed onto common drawing sheets to reduce the number of drawings submitted. However specific attention should be directed to the requirements of permitting and regulatory agencies when reviewing these drawings. These agencies have sometimes established strict criteria for drawing format and content that must be complied with to obtain approval. CIVIL/SITEWORK DRAWINGS It may be possible to combine information onto common drawings and reduce the number of drawings submitted. This is again dependent on the complexity of the project and permit requirements. City of Bremerton 10 CSO Program Engineering Design Services