Loading...
HomeMy WebLinkAboutContract 35374-A1 AMENDMENT NO. 1 STATE OF TEXAS $ CITY SECRETARY CONTRACT NO3ST -AI (M&C Needed) COUNTY OF TARRANT S WHEREAS, the City of Fort Worth (City) and James DeOtte Engineering, Inc. , (Engineer) made and entered into City Secretary Contract No. 35379, (the Contract) which was authorized administratively by the City Manager on the 11th day of June 2007, and WHEREAS, the Contract involves engineering services for the following project: Storm Water Utility Project - Charron Court Storm Drain Extension, Project No. 00677 : DOE No. 5615 WHEREAS, it has become necessary to execute Amendment No. 1 to said Contract to include an increased scope of work and revised maximum fee; NOW THEREFORE, City and Engineer, acting herein by and through their duly authorized representatives, enter into the following agreement which amends the Contract: 1 . Article I, of the Contract is amended to include the additional engineering services specified in a proposal letter dated December 23, 2008, copies of which are both attached hereto and incorporated herein. The cost to City for the additional services to be performed by Engineer total $30,038.00. 2. Article II, of the Contract is amended to provide for an increase in the maximum fee to be paid to Engineer for all work and services performed under the Contract, as amended, so that the total fee paid by the City for all work and services shall not exceed the sum of $50,558.00. 3. All other provisions of the Contract which are not expressly amended herein shall remain in full force and effect. 'LI 11 i. .. ���{'iia f•G mid" CITY SECRETARY FT.WORTH,TX ORIGINAL EXECUTED on this the day of - 200], in Fort Worth, Tarrant County, Texas, ATTEST: w �'"�3��� ,• - - Contract. Authorization Marty Hendrix i� ` 1�I City Secretary Date APPROVAL, RECOMMENDED:: APPROVED: Wi11iaiA. Ve rkest, P.E. Fernando Costa Director,Transportation and Assistant City Manager Public Works Department James DeOtte Engineering, Inc. Engineer By: ,! Name: JSaIeOtte President 6707 Brentwood Stair,., -Rd. , #520 Fort Worth, Texas 76112 APPROVED TO F EGALITY: Assistant Attorney OFFICIAL RECORD CITY SECRETARY FT.WORTH,TX James DeDfte Civil Engftt nn Engineering, Inc. Land Surveying 23 December 2008 Mr. Michael A. Owen, P.E. Senior Professional Engineer Department of Engineering City of Fort Worth 1000 Throckmorton Street Fort Worth, Texas 76102-6311 Ref: Amendment#1 for Design Services CHARBON COURT DRAINAGE IMPROVEMENTS Project No. 00677; City Secretary Contract# 35374; DOE# 5615 Mr. Owen, James DeOtte Engineering, Inc. completed the drainage study for the referenced project in August 2008. We request an amendment to the original contract to provide the design services for the improvements recommended in the study: Original contract: Scope: Provide a study which details the desire by property owners for drainage improvements. Also analyze the feasibility and alignment for any proposed improvements. Fee: $20,520.00 Amendment#1 Scope: Charron Court drainage improvements as described in Drainage Study dated 30 June 2008 and to include design of story inlets, stoma pipe and pavement replacement. Fee: $35,168.00 Total Fee: $55,688.00 fax 817-930-0445 6707 Brentwood Stair Road; au+te 520 ° Fort WovHf .Texas 76112 877-446-5877 The following Attachments and Exhibits are attached: Exhibit A-1 Supplemental Scope of Services Attachment B Compensation and Schedule Attachment C Changes and Amendments to Standard Agreement Attachment D Project Schedule Attachment E Location Map Attachment E-1 Solution Option Map Sincerely James E. DeOtte, P.E., R.P.L.S. id nt fax 897-930-0445 6707 Brentwood stair Road;Suite 520 ■ Fort Worth,Texas 76112 817-445-6877 EXHIBIT"A-1" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT"A") AMENDMENT#1 CHARRON COURT DRAINAGE IMPROVEMENTS DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for paving and/or storm drain improvements for the following: CHARBON COURT drainage improvements as described in Drainage Study dated 30 June 2888 and to include design of storm inlets, storm pipe and pavement replacement. Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A—PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre-design !tick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make EA1-1 Aero 11/02/05 efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, CITY drainage complaint files, existing applicable drainage studies and property ownership as available from the Tax Assessor's office. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report The ENGINEER shall submit a project schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress reports as required under Attachment B of the contract. PART B -CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering i. Surveys for Design a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rimlinvert elevations, location of buried utilities, structures, and other features relevant to the final plan sheets. Existing drainage at EA1-2 Rev 11/02/05 intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines. b. ENGINEER will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, and all drawing files shall be provided in Autocad (DWG or DXF) format (currently Release 12), or as otherwise approved in writing by the CITY, and all data collected and generated during the course of the project shall become the property of the CITY. The minimum survey information to be provided on the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:440: 2. The following information about each Control Point; a. Identified (Existing. City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. C. Descriptive Location (Ex. Set in the centerline of the inlet in the South garb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in EA1-3 Rev 11/02/05 the same coordinate system, as the Control. 4. No less than two horizontal bench marks, per fine or location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. ii. Public Notification and Personnel/Vehicle identification a. Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name limits DDE project No., Consultant's Project Manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. b. When conducting site visits to the project location, the ENGINEER or any of its sub-consultants shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identifiable. iii. Drainage Computations ENGINEER will review and document the storm water watershed drainage runoff area and existing street, right-of-way and storm sewer capacities for the subject site. A drainage area map will be drawn at 1" = 200' scale from available contour maps. Calculations regarding street and right-of-way capacities and design discharges (5-year and 100-year frequencies) at selected critical locations will be provided. Capacities of existing storm drain will be calculated and shown. The ENGINEER's responsibility includes recommendations for improvements of the existing system as deemed reasonable and consistent with City standards. EA1-4 Rev 11/02/05 iv. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 60 days after Notice to Proceed Letter is issued. b. The ENGINEER shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. 2. Preliminary Engineering Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as follows: a. Drainage area maps with drainage calculations and hydraulic computations. Information shown on the plans will be consistent with Part A, Paragraph 1.b. for proposed condition. b. Preliminary project plans and profile sheets which will show the following and shall be on 22"x 34"sheets: Property Ownership Curb Lines Driveways Medians(if applicable) Sidewalks Existing and proposed water and sanitary sewer mains. C. Proposed roadway profile grades and elevations along each curb line; elevations at all pm.i,'s; pA's half stations; high and low points; vertical curve information; and pertinent AASHTO calculations. Profiles for existing curbs (if any) and existing ground at the left and right-of-way lines shall be shown. Existing found property corners (e.g. Iron pins), along the existing right-of- way shall be shown on the plans. Profiles for existing and proposed storm EA1.-5 Ren 11/02/05 drain mains and leads shall be provided. d. Existing utilities and utility easements will be shown on the roadway plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to ascertain what, if any, future improvements are planned that may impact the project. e. Preliminary roadway cross-sections will be developed, from the survey notes, at intervals not-to-exceed 50 foot along the project length and will extend 10' past the right of way line on both sides of the street. Additional cross-sections at important features including driveways, p.i.'s of intersecting streets, (minimum distance of 100' along cross-street at each P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline of driveways will also be provided where necessary. Scale will be V = 10' horizontal and 1" = 2' vertical. f. Street and intersection layouts. g. Proposed plantprofile sheets will conform to City of Fort Worth construction legend. Adequate horizontal and vertical control shall be provided on the plan sheets to locate all proposed and existing facilities. Legal descriptions (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. h. Furnish as a function of final plans, six (6) copses of the final cross-sections on 22" x 34" sheets. Information on these sheets will include centerline station, profile grades and centerline elevations, roadway section (existing and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" = 2' vertical with cross sections plotted with stationing from the bottom of the sheet, and will include laterals and inlets. CITY policy with regard to parking design shall be maintained. Excavation and embankment volumes and end area computations shall also be provided. I. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be EA1-6 Rev 11/02/05 appropriated based on available information and recommendations will be made for approval by the City. j. Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property Division for Acquisition of Property". k. Utility Clearance Phase The ENGINEER will consult with the City's Transportation and Public Works Department, Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. 1. Preliminary Construction Plan Submittal i. Preliminary construction plans and specifications shall be submitted to CITY 30 days after approval of Part B, Paragraph iv. ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) specifications to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Layout and Legend Sheet Drainage Area Map and Computations Plan & Profile Sheets Standard Construction Details Special Details(If applicable) EAI-7 Rev 11/02/05 iii. Preliminary estimate shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. Engineer shall assist City in selecting the feasible and or economical solutions to be pursued. M. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. n. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation fetters to the affected customers. 3. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 30 days after approval of Part B, Paragraph 2 (b). Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. EA1-8 Ri,v 11/02/05 c. Mylar Submittals The ENGINEER shall submit a final set of mylar drawings for record storage as follows: 1. Street and storm drain plans shall be submitted as one set of plans. Street and storm drain plans shall be separate from water and sanitary sewer pians. All sheets shall be standard size (22" x 34") with all project numbers (TPW and waterlsanitary sewer) prominently displayed. 2. For projects where water/sanitary sewer improvements occur on a TPW Department funded project with no Water funding involved, a separate set of mylars with cover sheet shall be submitted for Water Department. 3. Signed plans sets shall also be submitted as an Adobe Acrobat PDF format (version 6.4 or higher) file. There shall be one (1) PDF file for the TPW plan set and a separate PDF file for the Water plan set. Each PDF file shall contain all associated sheets of the particular plan set. Singular POF files for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: I. TPW file name example — "W-9956—org47.pdf' where "W-7956" is the assigned file number obtained from the City of Fort Worth, "—org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053—org3.pdf and K-4320—org5.pdf II. Water and Sewer file name example — "X- 35667 org36.pdf' where "x-35667" is the EA1-9 Rev 11/02/05 assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755_org18.pdf Both PDF files shall be submitted on one (1) Compact Disk, which will become property of and remain with the City of Fort Worth. Floppy disks, zip disks, e-mail flash media will not be accepted. 4. For information on the proper manner to submit PDF files and to obtain a file number for the project, contact the Department of Engineering Vault at telephone number(817) 3928425. File numbers will not be issued to a project unless the DDE number and proper fund codes have been assigned and are in the Department of Engineering database. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Bid Documents Submittal The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be provided in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to EAI-la Rev 11/02/05 DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. C. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. EAl-11 Row 11/02/05 ATTACHMENT "B" COMPENSATION AND SCHEDULE AMENDMENT#1 CHARBON COURT DRAINAGE IMPROVEMENTS Project Nos. 00677 I. Compensation A. The Engineer shall be compensated a total lump sum fee of $ 30,038.00 as summarized in Exhibit "13-3" Payment of the total lump sure fee shall be considered full compensation for the services described in Exhibit "A-1" for all labor materials, supplies, and equipment necessary to complete the project. B. The Engineer shall be paid monthly payments as described in Exhibit "B-1" Section 1 - Method of Payment. Each invoice is to be verified as to its accuracy and compliance with the terms of this contract by an officer of the Engineer. II. Schedule Final Plans and Contract Documents for bid advertisement shall be submitted within 285 calendar days after the "Notice to Proceed" letter is issued. A. Design Report—0 calendar days. B. Conceptual Engineering Plans -90 calendar days. C. Preliminary Engineering Plans and Contract Documents- 120 calendar days. D. Final Engineering Plans and Contract Documents - 30 calendar days. E. Final Plans and Contract Documents for Bid Advertisement-45 calendar days. F. Construction— 180 calendar days. Attachment B-04-060 5 revised 8-18-68 B - 1 EXHIBIT "B-1" METHOD OF PAYMENT (SUPPLEMENT TO ATTACHMENT "B") AMENDMENT#'1 CHARRON COURT DRAINAGE IMPROVEMENTS Project Nos.00677 !. Method of Payment Partial payment shall be made to the Engineer monthly upon City's approval of an invoice from the ENGINEER outlining the estimated current percent complete of the total project. The aggregate of such monthly partial fee payments shall not exceed the following: Until satisfactory completion of Exhibit "A-1", Conceptual Engineering plan submittal and approval by the City, a sum not to exceed 30 percent of the total lump sum fee. Until satisfactory completion of Exhibit "A-1", Preliminary Construction Plan submittal to City, a sum not to exceed 60 percent of the total lump sum fee, less previous payments. Until satisfactory completion of Exhibit "A-11", Final Construction plan submittal and approval by the City, a sum not to exceed 99 percent of the total lump sum fee, less previous payments. The balance of the earnings, less previous payments, shall be payable after Bid opening for the Project has been conducted. Il. Progress Reports A. The Engineer shall submit to the designated representative of the Director of the Department of Engineering monthly progress reports covering all phases of design by the 1 dth of every month in the format required by the City. B. if Engineer determines in the course of making design drawings and specifications that the opinion of probable construction cost of $ 53,1186.10 (as estimated in Exhibit B-4 for CHARRON COURT) will be exceeded, whether by change in the scope of the project, increased cost or other conditions, the Engineer shall immediately report such fact to the City's Director of the Department of Engineering and, if so instructed by the Director of the Department of Engineering shall suspend all work hereunder. Attachment 6 04-0605 revised 9-76-08 61 - 1 EXHIBIT "13-2" HOURLY RATE SCHEDULE [SUPPLEMENT TO ATTACHMENT "B"] AMENDMENT#1 CHARRON COURT DRAINAGE IMPROVEMENTS Project Nos.00677 2008 Standard Hourly Rate Schedule Employee Classification Rate/Hour(Range) Principal Engineer $9341 hour Project Manager/Planner $901 hour R.P.L.S. $1301 hour R.P.L.S. (Principal) $1301 hour Design Engineer $65-$80/hour Designer 1 CAD Operator $65-$1051 hour Survey Technician $801 hour Clerical $401 hour Survey Crew $1351 hour Reproduction work will be at current commercial rate. Subcontractors will be paid for at actual invoice cost plus. Attachment B__04-0605 revised 9-18-08 132- 1 EXHIBIT"B-3A" (Supplement to Attachment B) SUMMARY OF TOTAL PROJECT FEES AMENDMENT#1 CHARRON COURT DRAINAGE IMPROVEMENTS Project No.00677 Consulting Firm Prime Responsibility Amount % Prime Consultant: James DeOtte Engineering $20,748.46 69.1% Engineering, Inc. Proposed MIWBE Sub-Consultants Amount 30.9 % Gorrondona and Topographic, Land $5,500.00 18.3% Associates, Inc. Surveying Services and Subsurface Utility Engineering L.A. Bluefirne Reproduction $ 3,789.60 12.6% Promect Description Scope of Services Total Fee MWBE Fee Percent Engineering Services Storm Drain Design $30,038.00 $ 9,289.60 30.9% MWBE Goal 16.0% Attachment B_04-0605 revised 9-18-08 B3 - 1 EXHIBIT "B-3B" (Supplement to Attachment By PROFESSIONAL SERVICES FEE SUMMARY AMENDMENT#1 CHARRON COURT DRAINAGE IMPROVEMENTS Project No.00677 Part A—Conceptual Design, and Part B—Plans and Specifications 1. CHARBON COURT DRAINAGE IMPROVEMENTS: Basic Services Total = $10,380.00 Prepare the following sheets: Cover Sheet $ 960.00 Control Sheet $ 960.00 Drainage Area Map with Calculations $1,200.00 Plan and Profile Sheet $2,500.00 Traffic Control Plan with 3 Detail Sheets $2,000.00 Paving Detail Sheets (3) $1,800.00 Final Cross Sections (1 Sheet) $ 960.00 A. CHARRON COURT DRAINAGE IMPROVEMENTS SPECIAL.SERVICES 1. Topographic Surveying Svcs.(by MNVBE) $ 3,000.00* 2. Erosion Control Plans & SW3P $ 2,000.00 3. Sub-surface Utility Engineering Level B $ 2,500.00* 4. City Meetings (total 2) $ 1,040.00 5. Public Notification $ 1,360.04 6. Printing & Reproduction Subtotal $ 3,789.60' 7. In House Reproduction $ 1,000.00 8. Administrative (10%) Fee on suns $ 928.40 9. Construction Related Services a. Bid Opening and Review $ 1,000.00 b. Compile Bid Tabulations $ 1,000.00 c. Pre-Construction Meeting $ 1,000.00 d. Limited Construction Services $ 1. Coordination with other agencies $ NIA 2. Address request for information $ 520.00 3. Periodic site visits (1 total) $ 524.04 4. Review Shop Drawings $ 0.00 10. Prepare and submit As-Built Plans $ NIA Additional Services Subtotal $ 19,658.00 * denotes subcontract TOTAL PROJECTED FEE $ 30,038.00 Attachment S_04-0645 revised 9-18-08 B3-2 EXHIBIT "13-313" (Supplement to Attachment B) SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE) AMENDMENT#1 CHARRON COURT DRAINAGE IMPROVEMENTS Project No.00677 A. SUMMARY OF TOTAL FEE Service Description Total Engineering Services $ 10,380.00 Special Services $ 16,658.00 Surveying Services $ 3,000.00 Total $ 30,038.00 B. BREAKDOWN OF SEWER FEES [LESS SURVEY FEES 1. Total Fee less survey and permittina fee Breakdown by Concept. Preliminary and Final Design 30 a. Concept(30%)=(Total Fee—Survey)x (0.3) =$ 8,111.00 31 b. Preliminary(60%)=(Total Fee—Survey Fee)x(0.6) =$ 15,222.00 32 c. Final (10%)=(Total Fee—Survey Fee) x(0.1) =$ 2,705.00 51 d. Surveying Services =$ 3,000.00 Attachment B04-0605 revised 9-18-08 - B3-3 EXHIBIT "B-Wl (Supplement to Attachment B) FEES FOR SURVEYING SERVICES AMENDMENT#9 CHARBON COURT DRAINAGE IMPROVEMENTS Project No.00677 Surveying and Subsurface Utility Engineering Services: Establish Horizontal and Vertical Control, Topographic and planimetric survey $ 3,000.00 Subsurface Utility Engineering Level B - $ 2,500.00 Total Surveying and Subsurface Utility Engineering Services $ 5,500.00 Attachment B_04-0605 revised 9-18-08 B3-4 EXHIBIT "B-3E" (Supplement to Attachment B) FEE FOR REPRODUCTION SERVICES AMENDMENT#1 CHARRON COURT DRAINAGE IMPROVEMENTS Project No.00677 Printing & Reproduction: CHARRON COURT DRAINAGE IMPROVEMENTS Design Report: $ NIA Concept, Preliminary & Utility Clearance: 13 sets of Const. Plans $1.801sht. x 12 sht.lplan x 13 $ 280.60 5 sets of Const. Plans $1.801sht. x 12 sht./plan x 6 $ 129.60 2 sets of Specifications $.20/sheet x 140 Pg/Spec x 2 $ 56.00 Final Pians: 2 sets of Const. Plans $1.80/Sheet x 12 sht.lplan x 2 $ 43.20 2 sets of Specifications $.20/sheet x 140 Pg/Spec x 2 $ 56.00 Bid Documents: 50 Sets of Const. Pians $1.80/sheet x 12 Sht.IPlan x 50 $ 1,080.00 50 Sets of Specifications $.20/sheet x 140 pg/spec x 50 $ 1,400.00 Mounted Exhibits for Public Meeting 1 Drawings $100/Board x 3 each $ 300.00 Final Mylars for Record Purposes $12.00/sheet x 12 Sht/Plan $ 144.00 Reproduction of SWPPP $0.201sheet x 300 sheets x 5 $ 300.00 Total Printing & Reproduction $ 3,789.60 Attachment B_04-0805 revised 9-18-08 B3- 5 C> o o Cl v a o CD a o C3 a c a v o 0 0 0 0 o v v o a o 0 o a o a v o 0 C) o o Ci a a o ui o v L a o a o o N R o Ln C� o o a in g v %D 4 v o CO o Cl F 4, N f IJ'7 O Lh N fR [V d C Ct C a [fl [M1 z M .-! .--I H �4 Vt M r NG 7 trr vF Allr dr ,4 +rr esr 4.rr +rr H ur tr [n r 4R ❑ Ap, id� Ln S4 I� LL S 1� ❑ y a v o Cl Co o a o Co a o o v o 0 a 0 0 0 o v o 0 o a o 00 o a o C3 o 0 Y. atw N� � Cl w a aa s LO 6 a w m a a v a v � � v U Vk -1 o o Cl v� ion �+ yr o C o o � d D V d3© G1 a irr � � � � A ao O r m z E 'n 4 N W � N � c V � 2 d a L C C F. Q W ++ C W d Q a o — w pNF a Q O m t6 u�i m U U mp� oCi � N a H C oG f11 N s m N C pp �^i' Lb L CL W ❑ *a .N C ' .0 Q a U) C e—� QC d . V < 0.r Cl) LP rm L7 -gyp sti�pp G + ,.�+ U N QG a d C 4, N 7 Ultel V1 ��❑77 N � LJ H V] 1/1 ��}} > > E (D cc U i17 J J J J J J _I CD go @ r Z p 04 N v F y uw W ❑ ' a p of �` Z LLJw U (7 H In �O r� w d N ik Z N F "'� N [rl Q u'1 tp R CO Q+ ,-4 M .--� .4 H H ,-4 r-1 W a Q ¢ w O o 0 00 v a a ATTACHMENT C CHARBON COURT DRAINAGE IMPROVEMENTS AMENDMENT#1 CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND ATTACHMENT A Changes and amendments to Standard Agreement and Attachment A include: NONE Page Attachment C a 2a d LL Q � o i 'o 2 Q 0 0 0) y Q H � m 3 wo c � c c n lLi W d T ca- [V I I � I � I A U— r [� 0 C W Z u`a N U Il O C u 2 E O m G LL! r U E E m L1U] O Q m 01 rn rn m m Da 05 m m o 0 o Ez r o 0 0 0 o a o a o o E EcIms Qa o co r o en ch C35 ch (D = a Qg C 0 h O N N V N 4 r N r E Q D LL LL E 2-1 LLL H N a Q U Qy R1 d7 6a 6a 6] a] a� 0) O Q T C) r r C C C C = V (A H N T N N N N N N N N T N M M w n5 N (a W (6 413 (D C o O 4 O C. era 6 0 G c7 r�- m (n r-�- era Q � N Oa Y N 'Q O � � a C d � c E G 0 O d 4 U)> U o Q A ` p C � Q v ❑ D v � (Ly 0 r 0 3 U C O lO N 0 Q O 0 4 (D 0 p N m ��'' b m m y Z CD k- O ,�_ y C U U N pt 4 [6 CC Q N 0 a Q Z U a LL Q 0 !J a U (v tl7 7 M- 1 N co �4a � ,- i� Q❑ G I♦LL�Z I�. wy.-. to BO 60 41 f 10Ax CCGU II&k HV2 Ave g s rn 4� `�'r' �'� t1 J k I1411.`-e l Aye fu Qllk SAP 1[ZLr� n� [5f o it 4ur,� ¢ ti RFamgmam:AUa CO cl �J fl -4Pcods-c-ck Rd RIDGLEA.C�M$T DR -. q n r: P sxi9 Q4 F II 'vreI:1 n i.l{13 CL h• CHA PMON � 4r �j 6 O U IST L'QCATQI� Ys' 3 A,P � 4� �' �y r :'a rta:a gI bS Ll ',s� [sr� r z Ireerar&l kc lay fig [ ° r O law �r x -San Koce-co:l It S; PAF -p Sa-dlwovd Ln a[ m m +� LYr&'" Rd fid, tp DL s L.[ Ka ^g SvA. ,Gs Fla V flr ad ¢� o - {p 1 CI �� �� �reP_kY►LyD,�❑s CITY PROJECT#00677 CITY SECRETARY CONTRACT#35374 DOE#5615 COUNCIL DISTRICT 3 MAPSCO REF.74U FORT WORTH MAPS 2024-380,2024-376, PFEPAI:Ep BY' 2018.380,2018-376 James DeOtte E ineeri Inc. .."ll LOCATION MAP a&allEffMaLW&REYM•OWR�WMCiv CHARRON COURT fi7fl7 Brentwood Stair Rood DRAINAGE STUDY Suite 520 Fort Worth, Texos 76112 3ENG" I1. (817)446-6877 AMENDMENT 1 ATTACHMENT E ' E [J _ I- 1GCTV UG GE J UGCTV u ' �y UGC f ~fG� _ — lJGr Lji f:L VT MTfL — — -` ...— — — -��— U jTELCr I uID c cl r w , (x , Z. f _ -PROPOSED 10' CURB INLET PROPOSED 24"\RCP J ' a a_ s6 V) PRaP SED TRENCH � - DRAIN Ex. 51 CURB PROPOSED 24" RCP INLET �-..0 44 �A foo: PROCEDURE: 1. INSTALL 10' CURB INLET 2, INSTALL TRENCH DRAIN 3. CONNECT TO EXISTING 5' CURB INLET AMENDMENT 1 CRAP141C RCM-E IN FEET AS SHOWN SOLUTION OPTION#1 LEGENDCHARRON COURT DRAINAGE STUDY .� CITY PROJECT#08877 CITY SECRETARY CONTRACT#35374 CITY OF FORT WORTH TEXAS ■m m m m m m■■■ EXL9T W-STORM DRAW DOE 95615 PRFPmEO FOR: COUNCIL DISTRICT CITY OF FORT NORTH PROPOSED STORM DRAIN IOOO tlaOCIMORTON MAPSCO REF.74U FORT LRtH,tERAS 76102 FORT WORTH MAPS James DaOtte 5/a/BREHTYM1700 SM.RD- Cila FlLevin ----' PROPOSEC TRENCH DRAIN 281&376,2018-380, Engineering,Inc. ��w(w,7-e---B-ben was s� er a 2024-376,2024-380 RANTe 9r:oATE JP RQ ECT Ho. TCAI/NMN 6/23/08 2006,�SDO ATTACHMENT E-'I City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 12/16/2008 DATE: Tuesday, December 16, 2008 LOG NAME: 20CHARRONCOURT REFERENCE NO.: **C-23237 SUBJECT: Authorize Amendment No. 1 in the Amount of$30,038.00 to City Secretary Contract No. 35374 with James DeOtte Engineering, Inc., for the Charron Court Storm Drain Improvements RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute Amendment No. 1 in the amount of $30,038.00 to City Secretary Contract No. 35374 with James DeOtte Engineering, Inc., thereby revising the total contract cost to $50,558.00. DISCUSSION: The Storm Water Management Program was established to reduce flooding in Fort Worth, preserve streams, minimize water pollution and to operate the storm water system in a more effective manner to fully comply with state and federal regulatory requirements. This will be accomplished by infrastructure reconstruction and system maintenance, master planning, enhanced development review, and increased public education and outreach. The Charron Court cul-de-sac currently drains onto private property. James DeOtte Engineering, Inc., was selected to study the drainage in the area and provide subsequent design services for drainage improvements on Charron Court. On June 11, 2007, the City Manager executed administratively an engineering agreement with James DeOtte Engineering, Inc., for the study of proposed storm drain improvements at Charron Court. On October 16, 2007, the City Council approved the issuance and sale of bonds which will be used to fund capital improvements in the storm water utility system scheduled over the next two years. The study has been completed and the following proposed improvements have been recommended. installation of storm drain and inlet and trench drain. Amendment No. 1 for the subject engineering agreement will provide the design and preparation of engineering pians and contract documents for the bidding and construction of the recommended improvements. James DeOtte Engineering, Inc., proposes to perform the design services for a lump sum fee of $30,038.00. City staff considers the fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $7,300.00 is required for project management by the Transportation and Public Works Department. James DeOtte Engineering, Inc., is in compliance with the City's M/WBE Ordinance by committing to 31 percent M/WBE participation. The City's goal on the project is 16 percent. T ']Afl UrADnnl.rr"r%rmrr _ _ This project is located in COUNCIL DISTRICT 3, Mapsco 74U. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Storm Water Capital Projects 2007 Revenue Bond Fund. TO Fund/AccountlCenters FROM Fund/AccounVCenters P229. 531200 2032R0067731 $8,111'1,00 P229-5-3-120Q203280067732 -16,222.0 P229 531200 203280067733 $22,705.00 P229 531200 203280067751 $3&Q0-.00 Submitted for City Managers office hV_ Fernando Costa (6122) Ori inati�[n _Department Head: Greg Simmons (7862) Additional Information Contact: Dena Johnson (7866) F nrsnar"— Iflf`LJ A D nn-KTr'I T mm