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Home My WebLink About130088 ICON ENGINEERING INC - PURCHASE ORDER - 2200922City of Fort Collins Page Number: 1 of 1 Date: 02/05/02 PSA PURCHASE ORDER NUMBER: 2200922 uenvery Lists: 04/3u/u2 Buyer: DICK,OPAL Purchase Order number must appear on invoices, packing lists, labels, bills of lading and all correspondence NOTE: Line: Qty/Units: Description: Extended Price: 1 W.O. #MBF02-02 SPRING CREEK BASIN 14,253.00 PHASE A - DAMAGE ANALYSIS City of For C Ilins Director of Purchasing and Risk Management This order of valid over $2000 unless signed by James B. O'Neill 11, CPPO City of Fort Collins Purchasing, PO Box 580, Fort Collins, CO 80522-0580 Phone: 970-221-6775 Fax: 970-221-6707 Email: info@ci.fort-collins.co.us Total: 14,253.00 Mail Invoices in duplicate to: City of Fort Collins Accounting Department PO Box 580 Fort Collins, CO 80522-0580 Administrative Services Purchasing Division Citv of Fort Collins February 6, 2002 ICON Engineering Inc. 8100 S. Akron St. STE 300 Englewood CO 80112 RE: W. O. MBF01-02, Spring Creek Basin To Whom It May Concem:: Enclosed please find your copy of the signed Work Order for the above -mentioned matter. Sincerely, 1. O'Neill ll, CPPO, FNIGP of Purchasing and Risk Management enc JBO/imv cc: Matt Fater, Stormwater Utility 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 Z0'd _Tti101 EXHIBIT "A" WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND ICON Enainearina. Inc. ["vising. Work Order Number: MBF02-02 Purchase Order Number: ,QQ 609.2 ;L Charge # = 504-52806-528180 3 Project Title, Spring Creek Basin Phase A — Damage Analvds Commencement Date: January30.2002 Completion Date: April 30, 2002 Maximum Fee: (time and reimbursable direct costs): $14,263 Project Description: AnalXss of flood damage costs In the Spring Creek Basin. Scope of Services: See attached scope of work Service Provider agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Services Agreement between the parties. In the event of a conflict between or ambiguity In the terms of the Services Agreement and this work order (including the attached forms) the Services Agreement shall control. The attached forms consisting of seven (4) pages are hereby accepted and incorporated herein by this reference, and Notice to Proceed is hereby given. Service Provider. By dg Liu Date: G� D City of Fort Collins: Submitted By Project Manager O 1 Date: /� eviewed By: / Cater Engineering and Tech. Serv. Mngr. Date: Approved By:-Pt&Z -e Utilities General ganager Date: 2-5-07-- Approved CC: Purchasing EXHIBIT A SCOPE OF WORK for SPRING CREEK BASIN PHASE A - DAMAGE ANNALYSIS L GENERAL A. BACKGROUND The Spring Creek Basin, encompassing nearly nine square miles, traverses the City of Fort Collins generally from southwest to northeast beginning at Horsetooth Reservoir and continuing east to the Poudre River. The watershed is generally confined to the area south of Prospect Road and north of Horsetooth Road, except east of College Avenue where the basin extends north to Elizabeth Street, and west of Shield Street where the basin extends south of Harmony Road. The watershed is largely developed with land use dominated by residential development; however, land use also includes open space, parks, and isolated areas of commercial and industrial development. B. PURPOSE This phase of the master planning effort includes the identification of potential damages to structures within the flooding areas as indicated by the results of the hydraulic/floodplain analysis (developed conditions, existing facilities in place). It also includes the identification of indirect damages such as potential damages to road crossings, utilities and cleanup costs. Lastly, average annual damages and present worth -damages wilt be evaluated based on the 2- , 10- and 100-year flood events. II. PHASE A - DAMAGE ANNALYSIS A. DATA COLLECTION AND REVIEW 1. The Professional shall meet with the City one (1) time for all work involved in the damage analysis phase of this study to: a. Insure compliance with the services required by the Agreement. b. Obtain existing data and general information, including confirmation of known problem areas within the drainage basin. c. Procure information relative to potential hazards due to flooding 2. The Professional shall furnish to the City, for their review and approval, a detailed scheduled target date for the completion of the damage analysis. 3. The Professional shall utilize the City "Storm Drainage Design Criteria and Construction Standards" manual, FEMA contractor study guidelines, and FIA damage curve data where appropriate and applicable. 4. The Professional shall conduct field verification visits, as necessary, to confirm the data pertinent to the damage analysis. This fieldwork shall include estimates of first floor elevations or minimum opening elevations for structures and/or groups of structures within the 100-year floodplain. B. MAPPING The City will provide new digital and hard copy mapping of all floodplain areas to be used for this task. The City will also provide property data such as owner, address, parcel number, property value, structure value and other data pertinent to completing the damage evaluation spreadsheets. C. DAMAGE EVALUATION 1. The Professional shall obtain mapping which defines structures within the floodplain of the study area inundated during the 100-year frequency flood. 2. The Professional shall Inventory properties located within the 2-, 10-, and 100-year floodplains, including a tabulation of each building in relation to the appropriate floodplain. The inventory shall include: a. Address of property and lot and block number, if land is platted (data will be provided by the City). b. First floor or minimum opening elevation of buildings (to be inferred from the available topographic mapping). c. Subdivision name (based on City provided plat maps). d. 2-, 10-, and 100-year flood elevation for developed condition flows, including inundation depths at structures. d. Type of structures It should be noted that the original spreadsheet obtained for this analysis is the same as used for other City Master Planning Projects. The spreadsheet utilizes residential structure damage curves for both residential structures as well as commercial structures. We will modify the spreadsheet to utilize the FIA commercial curve data for damage assessments and will use this for the commercial structures along Spring Creek. The spreadsheet will also be revised to show the designation made between commercial and residential buildings. 3. Products from Damage Evaluation include: 2 a. Damage evaluation discussions of methods, assumptions, sample calculations and results and a summary discussing the above items. Damages shall include indirect damages such as road overtopping, utilities and cleanup costs. b. Tabulated spreadsheets of information requested in item 2 above. C. Calculations and presentation of Average Annual Damages and Present Worth damages based on period of 50 years and an interest rate of 5%. III. TECHNICAL AND BACKUP INFORMATION A. One copy of all pertinent calculations, work maps, references to materials used and one set of original text and a hardcopy of all spreadsheets shall be furnished to the City with the draft submittal. Any computer -generated drawings (i.e., AutoCAD) shall also be submitted to the City on disk with the draft report. B. Pertinent calculations to be provided to the City shall contain only final calculations. All non -pertinent preliminary calculations, duplications, or items that would detract from the clarity of the submittal shall not be included. C. All pertinent calculations, backup information, and computer printouts shall be bound in a 3- ring binder and indexed. A table of contents describing the well -marked sections shall be included. IV. SCHEDULE A. It is estimated that a Draft Submittal for the Damage Analysis will be submitted to the City by February 28, 2002. B. The Professional shall submit work called for to the City for written approval by the City. The City will provide approval or the reason for the lack thereof, within forty-five (45) days after each submittal. C. Prior to the City furnishing such approval to the Professional, the City will obtain as applicable, comments from any other parties to this Agreement. mmooemmmmmm�� eemeeeeeemm��i aam�mmmmmmm�� - aommmmmmmom�� .. , . aamommmmmmm�� aamamammmom�� aa�maa��o • �� • mmamaaaaaom�� M.