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Contract 45844-A2
CITY SECRETARY t AMENDMENT No.2 CONTRACT NO. 453 1T4- A o D, � 72079 ci or TO CITY SECRETARY CONTRACT No. q! Qogf ry CIrySE�q�O)77,. WHEREAS, the City of Fort Worth (CITY) and Baird, Hampton & Brown, Inc. , (.ENGINEER) made and entered into City Secretary Contract No. 45844, (the CONTRACT) which was authorized by M&C C-26833 on the loth day of June, 2014 in the amount of $1, 000, 000 . 00; and WHEREAS, the CONTRACT involves engineering services for the following project: North Riverside Drive from North Tarrant Parkway to Old Denton Road; and WHEREAS, the contract was subsequently amended, per M&C C-27695 on the 26th of May 2016, to include an increased scope of work and a total revised fee of $1, 392, 000; and WHEREAS, it has become necessary to execute Amendment No. 2 to the CONTRACT to include an increased scope of work and revised 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 the proposals dated December 13, 2019, a copy of which are attached hereto and incorporated herein. The cost to City for the additional design services to be performed by Engineer totals $92, 335 . 00 . (See Attached Funding Breakdown Sheet, Page -3-) . 2 . Article II of the CONTRACT is amended to provide for an increase in the fee to be paid to Engineer for all work and services performed under City of Fort Worth Professional Services Agreement Amendment Template OFNICUAL RECORD PMO Official Release 8/1/2012 Page 1 of 4 CM SECRETARY the Contract, as amended, so that the total fee paid by the City for all work and services shall be an amount of $1, 484, 335 . 00 . 3 . All other provisions of the Contract, which are not expressly amended herein, shall remain in full force and effect . EXECUTED and EFFECTIVE as of the date last written by a signatory, below. APPROVED: City of Fort Worth ENGINEER Baird, Hampton & Brown, Inc. Dana Burghdoff lu Konstantine Bakintas, P.E. Interim Assistant City Manager Principal DATE: 1 Zi7 DATE: _12/13/19 APPROVAL RECOMMENDED: C. � \ "Ld�� William Johnson, /&.E. Director, Transportation and Public Works Department T APPROVED AS TO FORM AND LEGALITY: M&C: N/A Date : Douglas W. Black : Assistant City Attorney ' R..,,� ATT T r;` �` ' ry J. Kayseri .... .... ,'' City Secretary City of Fort Worth Professional Services Agreement Amendment Template OFFICIAL RECORD PMO Official Release 8/1/2012 Page 2 of 4 CI SECRETARY' FT. WORTH,TIC Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements . Raul E.Lopez, P.E. / Name of Employee Uignature Project Manager Title This form is N/A as No City Funds are associated with this Contract Printed Name Signature City of Fort Worth Professional Services Agreement Amendment Template OFFICUAL RECORD PMO Official Release 8/1/2012 Page 3 of 4 CITY SECRETARY FT. WORTH, °F X FUNDXNG ERMAKDOM SHMET City Secretary No. 45844-A2 Amendment No. 2 Department )Fund - Dept. - account - Project - activity - Year - Reference mount TPW 34014 - 0200431 - 5330500 - CO2272 - CO2330 - 9999 - 14010199 $92, 335 Total: $92, 335 City of Fort Worth Professional Services Agreement Amendment Template PMO Official Release 8/1/2012 Page 4 of 4 BAIRD, HAMPTON & BROWN building partners December 13, 2019 Raul E Lopez, P.E. Senior Project Manager Department of Transportation and Public Works Capital Delivery Division City of Fort!North 200 Texas Street Fort Worth,TX 76102 Office: 817.392.2457, Email: raul.lopez@fortworthtexas.gov RE: N. RIVERSIDE DRIVE/AMENDMENT#2 SUMMERFIELDS BOULEVARD(WEST BOUND LANES) N. RIVERSIDE DRIVE TO CANNONWOOD DRIVE City Project No.02272, DOE#7236, Bb6 No. 17.706.000 Mr. Lopez: Extending the west-bound lanes of Summerfields Boulevard to the N. Riverside Drive/Summerfields Boulevard roundabout will allow for completion of the north, south and east legs of this intersection; and we understand the City of Fort Worth wishes to proceed with design of this roadway.Accordingly, we are pleased to offer our request for contract amendment to incorporate this work into our professional services agreement. The proposed improvements provide for construction of the two west-bound lanes of Summerfields Boulevard,from Cottonwood Drive, west 750 LF to the N. Riverside Drive roundabout; see enclosed exhibit. At this time, we anticipate processing a change order,to the N. Riveside Drive construction contract,to provide for construction of this roadway... and based upon the unit prices bid,we've prepared and offer the enclosed Opinion of Probable Cost; $460,000. Our efforts to provide for the required land surveying and engineering have been estimated within the enclosed Level of Effort spreadsheet(LOE); $53,405. In addition,the LOE provides for construction support services($38,930) during the one-year-plus construction period of N. Riverside Drive and Summerfields Boulevard. The original professional services contact executed in August 2014(City Secretary No.45844) provides for a not-to-exceed amount of$1,000,000; and each phase of the project was authorized under separate Task Orders.An amendment to this contract was approved in May 2016(City Secretary Contact No. 45844-A1)for the amount of$392,000. 3801 William O Tate,Suite 5001 Grapevine,TX 760511 PH:817-251-85501 FX:817-251-8810 TBPE Firm#44,TBPLS Firm#10011300,#10011302,#10194146 engineering I surveying I landscape Summerfields Boulevard December 13, 2019 Page 2 of 2 Today,we are requesting a second amendment, in the amount of$92,335 as follows: Professional Services Agreement Amendment Contract Amount Amount Total Original Contract Amount $1,000,000 Amendment No. 1 to Contract $ 392,000 $ 1,392,000 Amendment No. 2 to Contract $ 92,335 $ 1,484,335 We hope you find the above and enclosed information complete; and encourage you to call with any questions or comments. We appreciate the opportunity to submit this request for contact amendment, and look forward to working with you. Thank you, BAMD, HAmn OI:'' &EROWN r Konstantine Bakintas, PE Principal, Sr. Civil Engineer Enclosure: Summerfields Boulevard Exhibit Opinion of Probable Cost Level of Effort Spreadsheet CC: Jennifer Roberts, PE, Engineering Manager BHB Design Team (Kevin Miller, Gene Capps&Austin Baird) 3801 Willian D Tate,Suite 500 1 Grapevine,TX 700511 PH:817-251-8550 FX:817-251-8810 THE Firm#44,TBPLS Firm#10011300,#10011302,#10194146 engineering I surveying I landscape -N. RIVERSIDE DR._= - - 27-+0l 21+00 Ob- � Il l II c � I ; I cl CD I v II I I i 1 II II i v v CD - � ii H Z K CANICIOICIWOOD DR. f I Baird,Hampton&Brown 10/15/2019 Engineering&Surveying 3801 William D Tate,Suite 500,Grapevine,TX 76051 Tel817-261-8550,www.bhbinc.com Engineer's Opinion of Probable Construction Cost Per Bid Unit Prices for Summerfields Blvd.Westbound Lanes Extension from Cannonwood Dr.to N Riverside Drive City of Fort Worth,Texas Item Spec Number Description Number Unit Quantity Unit Price Extended Price Adj�lmated Unit Price Unit la:Water Improvements-N/A Unit 1b:Sanitary Sewer Improvements -N/A Unit 1c:Paving Improvements 1c-01 3125.0101 Erosion Control Measures 31 25 00 LS 1 $ 3,000.OD $ 3,000 1c-02 3471.0001 Traffic Control Measures 3471 13 MO 5 $ 2,816.71 $ 14,084 1c-03 0171.0101 Construction Staking 01 71 23 LS 1 $ 2.500,Ob $ 2,500 1c-04 3110.0101 Site Clearing 31 1000 LS 1 $ 4,000.00 $ 4,000 1 c-05 3110.0102 6"-12"Tree Removal 31 1000 EA 27 $ 273.68 $ 7,389 1c-06 3110.0103 12"-18"Tree Removal 31 1000 EA 2 $ 520.67 $ 1,041 1 c-07 3110.0104 18"-24"Tree Removal 31 1000 EA 3 $ 735.25 $ 2,206 1c-08 13123.0101 Unclassified Excavation by Plan Cut 31 23 16 1 CY 2000 $ 26.64 $ 53,280 1c-09 3211.0400 Hydrated Lime at 38 Lbs./SY 32 11 29 TN 40 $ 178.64 $ 7,146 1c-10 3211.0502 8"Lime Treatment 32 11 29 SY 2135 $ 3.05 $ 6,512 1c-11 3213.0102 7"Concrete Pavement Summerfields, 32 13 13 SY 1880 $ 45.73 $ 85,972 1c-12 3213.0105 10"Concrete Pvmt N Riverside Dr Pvmt 32 13 13 SY 95 $ 52.96 $ 5,031 1c-13 9999.0000 Type A&D Paving-Inte ral Colored/Textured 1 32 13 13 SY 15 $ 135.30 $ 2,030 1c-14 3213.0301 4"Cone Sidewalk <6'Wide 32 13 20 SF 2845 $ 6.74 $ 19,175 1c-15 3213.0302 5"Conc Sidewalk >6'Wide 32 13 20 SF 25 $ 6.87 $ 172 1c-16 3213.0312 5"Conc Sidewalk,Adjacent to Curb >6'Wide 32 13 20 1 SF 100 $ 8.82 $ 882 lc-17 3305.0111 8"Valve Box Adjustment 33 05 14 EA 1 $ 411.99 $ 412 1c-18 3305.0114 Manhole Adjustment,Majorw/Cover 330514 EA 3 $ 1,900.72 $ 5,702 Subtotal Paving Improvements $ 220,534 Contingency 15.2% $ 33,466 Unit 1c Paving Improvements Total $ 254,000 Unit 1d:Signage&Pavement Marking Improvements ld-01 13217.0003 4"BRK Pvmt Markin HAS W 32 17 23 LF 172 $ 1.22 $ 210 1 d-02 3217.0201 8"SLID Pvmt Markin HAS W 32 17 23 LF 158 $ 2.32 $ 367 1d-03 9999.0000 8"SLD Pvmt Markin HAE W 32 17 23 LF 90 $ 6.96 $ 626 ld-04 3217.0501 24"SLID Pvmt Markin HAE W 32 17 23 LF 40 $ 9.28 $ 371 1d-05 9999.0000 CONTRAST Lane Le end Arrow W&B 32 17 23 EA 1 $ 406.00 $ 406 1 d-06 3217.2104 REFL Raised Marker TY I I-C-R 32 17 23 FA 18 $ 4.64 $ 84 Subtotal Signage&Marking Improvements $ 2,064 Contingency 16.3%1 1 1$ 336 Unit 1d Signage&Marking Improvements Total $ 2,400 Unit le:Drainage Improvements E 0171.0101 Construction Staking01 7123 LS 1 $ 1,500.00 $ 1,500 3341.0205 24"RCP,Class III 3341 10 LF 459 $ 97.17 $ 44,601 3349.6002 15'Recessed Curb Inlet 334920 EA 3 $ 6,844.00 $ 20,532 3341.1203 5x5 Box Culvert 3341 10 LF 74 S 500.00 $ 37,000 3349.1000 Headwall 5'x5'Box Culvert 33 49 40 EA 1 $ 15,000.00 $ 15,000 Subtotal Drainage Improvements $ 118,633 Contingency 14.6% 1$ 17,367 Unit 1e Drainage Improvements Total $ 136,000 Unit 1f:Street Lighting Improvements E,111 3441.3003 Rd Illum Assmbl TY 18,18A,19,and D-40 34 41 20 EA 3 $ 3,150.56 $ 9,452 3441.3302 Rd Illum Foundation TY 3,5,6,and 8 34 41 20 EA 3 $ 1,566.00 $ 4,698 3441.3201 LED Lighting Fixture 344120 EA 6 $ 986.00 $ 5,916 2605.3016 2"Sch 80 PVC includes Trenching&Backfill 26 05 33 LF 670 $ 13.92 $ 9,326 3441.3404 2-2-2-4 Quad lex Alum Elec Condr 34 41 20 LF 670 $ 3.19 $ 2,137 Subtotal Street Lighting Improvements $ 31,529 Contingency 14.2% $ 4,471 Unit 1f Street Lighting Improvements Total $ 36,000 Unit 1 :Landscape Improvements 1 -01 3291.0100 Imported Topsoil 4"Thick in Sod Areas 3291 19 CY 295 $ 42.00 $ 12,390 1 -02 3292.0100 Block Sod Placement 32 92 13 SY 2650 $ 5.86 $ 15,529 Subtotal:Landscape Improvements $ 27,919 Contingency 14.6% $ 4,081 Unit 1g Landscape Improvements Total $ 32,000 Unit 2:Channel Improvements-None AdjustedlEslanated Unit Price Engineer's Opinion of Probable Construction Cost Total $ 460,400 1of1 m C 00 o A A A A O W W W W W W W W a N N N N N N O O 'A-� °o m Go m Vt fT .P wIV 0� V 01 in ? 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A � y o n m V v v N OD O W W V a N m A JOD r Iy w � c N [ � O r v v v v _ S — O 1 C � m � w w N sin =1 W 6 N N 0/ 01 A rn r71 s y o r y O W +l N N A (n e � O N N A A w v v A Fn N 3 m o N N A -+ -• N ' O n °^w 4A f+ fo w -A -4 [0 w 0,N N W LO p�A .4 V Q [ill o a o 0 406-1.C o n o 0 0 0 ul -NG H G C C.4 CN G W e U M �M M m cr 0 v v v v O Z O H e I = X o �o 0 I o I m 7 A Z j m to 4 G (N)I O N Ci) 0 ry O W cu a co co ca o m m o c c 0 o 0 0 o O G oM 1• c'�Q�Sv o NimD av o n m In m N_ OCO _ e no c m iA Ap 0o v o c7�o v, pp p o00 O � a t» � en 6n n N i0 fA O I wafnaCp f0 Vi w �A yy /si ti p pNN�1 D) ti - s [al-N N f0��oo A b A]w FA EA ffl 0 00 W d1 Hi W M W EF EF bT 69 In W vmp0/ 01O(n V O O O G p O O C] [7 C. 0 0 0 G w Ln O C O p b v o C] TASK ORDER No. 5 Professional Engineering Design Services for N. RIVERSIDE DRIVE from N. Tarrant Parkway, south approximately one mile to Old Denton Road SUMMERFIELDS BOULEVARD (WEST BOUND LANES) N. Riverside Drive to Cannonwood Drive City Project No. 02272 1. Objective The objective of this Task Order is to authorize and direct ENGINEER to proceed with the work specified in the Scope of Services of this Task Order, in accordance with the provisions of Article I of the Standard Agreement for Engineering Related Design Services between the parties hereto dated the 10t" day of June 2014 (CS No. 46844) (the "AGREEMENT") 2. Scope of Services - See Task Order No. 5—Attachment A 3. Compensation—See Task Order No. 5—Attachment B 4. Notice to Proceed This Task Order shall become effective immediately upon its execution by both parties and shall constitute a NOTICE TO PROCEED. 5. Terms and Conditions All Terms and conditions contained in the AGREEMENT are incorporated herein by reference. Executed this day of December , 2019. City of Fort Worth: Baird Hampton & Brown, Inc.: Lauren Prieur, P.E. Konstantine Bakintas, PE Interim Assistant Director/SCPO Principal Transportation & Public Works BAIRD, HAMPTON & BROWN building partners December 13, 2019 Raul E Lopez, P.E.Senior Project Manager Department of Transportation and Public Works Capital Delivery Division City of Fort Worth 200 Texas Street Fort Worth,TX 76102 Office: 817.392.2457, Email: raul.lopez@fortworthtexas.gov RE: N. RIVERSIDE DRIVE/TASK#5 SUMMERFIELDS BOULEVARD(WEST BOUND LANES) N. Riverside Drive to Cannonwood Drive City Project No.02272, DOE#7236, BHB No. 14.706.000 Mr. Lopez: As you know, extending the west-bound lanes of Summerfields Boulevard to the N. Riverside Drive/ Summerfields Boulevard roundabout will allow for completion of the north, south and east legs of this intersection, and complete construction of Summerfields Boulevard.Accordingly, and per the recently approved Amendment#2 to the referenced contract,we offer our request for approval of Task 5,to incorporate this work into the project. The proposed improvements provide for construction of the two west-bound lanes of Summerfields Boulevard,from Cottonwood Drive,west 750 LF to the N. Riverside Drive roundabout; see enclosed exhibit. We anticipate processing a change order,to the N. Riverside Drive construction contract,to provide for construction of this roadway... and based upon the unit prices bid,we've prepared and offer the enclosed Opinion of Probable Cost; $460,000. Our efforts to provide for the required land surveying and engineering have been estimated within the enclosed Level of Effort spreadsheet; $55,485. In addition,the LOE provides for construction support services($38,930) during the one-year-plus construction period of N. Riverside Drive and Summerfields Boulevard. Therefore,this Task Order#5 provides for a not-to-exceed amount of$92,335; increasing the overall contract not-to-exceed amount to$1,484,335. 3001 William 0 Tate,Suite 500 1 Grapevine,TX760511 PH:817-251-8550 1 FX:817-251-8810 TBPE Firm#44,TBPLS Firm#10011300,#10011302,#10194146 engineering I surveying I landscape Summerfields Boulevard December 13, 2019 Page 2 of 2 We hope you find the above and enclosed information complete; and encourage you to call with any questions or comments. Thank you, BAIRD, "AMPTON &BROWN ( 17 � Konstantine Bakintas, PE Principal,Sr. Civil Engineer Enclosure: Task Order#5 Attachment A Attachment B Level of Effort Spreadsheet Sample Invoice Summerfields Boulevard Exhibit Opinion of Probable Cost Project Schedule CC: Jennifer Roberts, PE, Engineering Manager BHB Design Team (Kevin Miller, Gene Capps&Austin Baird) 3801 William D Tate,Suite 5001 Grapevine,TX 760511 PH:017-251.8550 FX:817-251-8810 TBPE Firm#44,TBPLS Firm#10011300,#10011302,#10194146 engineering I surveying I landscape ATTACHMENT "A" SCOPE FOR ENGINEERING DESIGN SERVICES—TASK ORDER#5 N. RIVERSIDE DRIVE SUMMERFIELDS BOULEVARD (WEST BOUND LANES) N. RIVERSIDE DRIVE TO CANNONWOOD DRIVE City Project No. 02272 The objective of this Task Order Agreement is to prepare construction plans for the (northern) west-bound lanes of Summerfields Boulevard, from N. Riverside Drive to Cannonwood Drive, and to modify/update the North Riverside Drive roundabout plans to accommodate these additional lanes. The final plans are to be issued as a Change Order to the construction contract for N. Riverside Drive. The scope set forth herein defines the work to be performed by the ENGINEER in completing this task order; and includes Design Management, Topographic Surveying, Conceptual, Preliminary and Final Design Plans. TASK 1. DESIGN MANAGEMENT. ENGINEER will manage the work outlined in this scope to ensure efficient and effective use of ENGINEER's and CITY's time and resources. ENGINEER will manage change, communicate effectively, coordinate internally and externally as needed, and proactively address issues with the CITY's Project Manager and others as necessary to make progress on the work. 1.1. Managing the Team • Lead, manage and direct design team activities. • Ensure quality control is practiced in performance of the work. • Communicate internally among team members. • Task and allocate team resources. 1.2. Communications and Reporting • Attend a pre-design peer review meeting with TPW leadership to review preliminary scope, refine and validate project definition, and drive value in project delivery. • Attend a pre-design peer review meeting with Stormwater Management, Water Department, Parks Department and Real Property staff to review preliminary scope, refine and validate project definition, and drive value in project delivery. • Attend a pre-design project kickoff/chartering meeting with CITY staff to confirm and clarify scope, understand CITY objectives, and ensure economical and functional designs that meet CITY requirements. • Attend an expectation meeting with CITY Program Manager to define clear measures of effectiveness for project delivery. • Prepare, review and update Change/Decision Log with CITY Project Manager. • Prepare information and exhibits for Lessons Learned at the direction of the CITY Project Manager. • Conduct review meetings with the CITY at the end of each design phase. • Prepare invoices, in accordance with Attachment B to this Standard Agreement and submit monthly in the format requested by the CITY. • Prepare and submit baseline Project Schedule initially, and Project Schedule updates with a schedule narrative monthly, as required in Attachment D to this Standard Agreement and according to the City of Fort Worth's Schedule Guidance Document. City of Fort worth Summerfields Blvd. Attachment A Page 1 of 15 • Coordinate with other agencies and entities as necessary for the design of the proposed infrastructure, and provide and obtain information needed to prepare the design. • With respect to coordination with permitting authorities, ENGINEER shall communicate with permitting authorities such that their regulatory requirements are appropriately reflected in the designs. ENGINEER shall work with regulatory authorities to obtain approval of the designs, and make changes necessary to meet their requirements, as part of the design scope. • Personnel and Vehicle Identification: 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. DELIVERABLES A. Meeting summaries with action items B. Monthly invoices C. Baseline design schedule D. Plan Submittal Checklists E. Comment Resolution Log F. Change/Decision Log TASK 2. CONCEPTUAL DESIGN (30 PERCENT). The Conceptual Design shall be submitted to CITY per the approved Project Schedule. The purpose of the conceptual design is for the ENGINEER to identify, develop, communicate through the defined deliverables, and recommend the design concept that successfully addresses the design problem, and to obtain the CITY's endorsement of this concept. ENGINEER will utilize concepts and criteria contained in the City of Fort Worth Street Development Standards (March 10, 2009), City of Fort Worth Master Thoroughfare Plan, Texas Manual on Uniform Traffic Control Devices and current CITY iSWM Criteria Manual for Site Development and Construction for conceptual planning and design. ENGINEER will develop the conceptual design of the infrastructure as follows. 2.1. Data Collection • In addition to data obtained from the CITY, ENGINEER will research and make 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, agencies (TxDOT and railroads), City Master Plans, and property ownership as available from the Tax Assessor's office. • The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. 2.2. Survey and Subsurface Utility Engineering Services • Provide per Task 8. 2.3. The Conceptual Design Package shall include the following: • Preliminary cover and index of sheets including project limits, area location map and beginning and end station limits. G. SUE Plan sheets sealed by a licensed professional engineer registered in the State of Texas. — N/A • Traffic Control Concept: Concept to include draft performance specifications and typical section exhibits. Develop a traffic control plan utilizing standard traffic City of Fort Worth Summerfields Blvd. Attachment A Page 2 of 15 reroute configurations posted as "Typicals" on the CITY's Buzzsaw website. The typicals need not be sealed individually, if included in the sealed contract documents. Provide a written summary of the phases to take place during construction operations to include road and/or lane closures, limited access to adjacent properties, and limited access to pedestrian and bicycle traffic. • Conceptual iSWM Checklist in accordance with the current CITY iSWM Criteria Manual for Site Development and Construction. • Proposed phasing of water, sanitary sewer, and/or drainage work that is included in this project documented in both the project schedule and narrative form. • Existing typical sections of the roadway to be constructed along with proposed typical sections which outline the proposed improvements. Typical sections shall include existing and proposed ROW, existing and proposed lane widths and direction arrows, existing and proposed curbs, sidewalks, and retaining walls. • Conceptual plan and profile sheets showing existing and proposed horizontal roadway alignments, existing and proposed ROW, existing and proposed sidewalks and driveways, proposed lane dimensions and lane arrows, existing drainage structures, city owned and franchise utilities, and existing roadway vertical alignments (profiles). • Drainage area map with supporting drainage computation in the CITY's standard tabular format. • Opinions of probable construction cost. 2.4 Public Meeting • After the concept plans have been reviewed and approved by the CITY, the ENGINEER shall prepare project exhibits, and attend a public meeting with the CITY to help explain the proposed project to business owners and residents. The ENGINEER shall select a suitable location, prepare and mail the invitation letters to the affected customers. The ENGINEER shall coordinate with the CITY GIs staff to identify affected property owners/residents and develop a spreadsheet listing addresses of those to invite to the public meeting. ASSUMPTIONS • All storm water calculations and design shall conform to the CITY current iSWM Criteria Manual for Site Development and Construction. • 3 sets of I V x 17" plans will be delivered for the 30% design. • DWF files created from design CAD drawings will be uploaded to the designated project folder in Buzzsaw. • ENGINEER shall not proceed with Preliminary Design activities without written approval by the CITY of the Conceptual Design Package. DELIVERABLES A. Conceptual Design Package B. Conceptual iSWM Checklist C. Public Meeting Exhibits, Invitations and Address Spreadsheet TASK 4. PRELIMINARY DESIGN (60 PERCENT) Preliminary plans and specifications shall be submitted to CITY per the approved Project Schedule. ENGINEER will develop the preliminary design of the infrastructure as follows. 4.1. Development of Preliminary Design Drawings and Specifications shall include the following: City of Fort Worth Summerfields Blvd. Attachment A Page 3of15 • Traffic Control Performance Specification updated to reflect any changes as a result of the conceptual phase. • A Project Control Sheet, showing all Control Points, used or set while gathering data. Generally on a scale of not less than 1:400. The following information shall be indicated for each Control Point: Identified (existing City Monument#8901, PK Nail, 5/8" Iron Rod); X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only; descriptive location (i.e. set in the centerline of the inlet in the South curb line of Fossil Creek Blvd at the East end of radius at the Southeast corner of Fossil Creek Blvd and North Beach Street). • SUE plan drawings— N/A • Preliminary iSWM Checklist in accordance with the current CITY iSWM Criteria Manual for Site Development and Construction. • Updated existing and proposed typical section sheets. • Define roadway alignments and profiles. • Create existing and proposed roadway cross sections. • Updated roadway plan and profile sheets displaying station and coordinate data for all horizontal alignment P.C.'s, P.T.'s, P.I.'s; station and elevation data of all vertical profile P.C.'s, P.T.'s, P.I.'s, low points, and high points; lengths of vertical curves, grades, K values, e, and vertical clearances where required. • No less than two bench marks and control points per plan/profile sheet. • Bearings given on all proposed centerlines, or baselines. • Station equations relating utilities to paving, when appropriate. • Overall project easement layout sheet(s). • Intersection layout sheets including ROW lines, horizontal alignments, utilities, curbs, sidewalks, driveways, lane dimensions and arrows, and existing and proposed contours (0.25' intervals) • Preliminary roadway details to include curbs, curb expansion joints, driveways, sidewalks, and pavement details. • ENGINEER will validate the watershed based on contour data and field verification and document existing street, right-of-way and storm drain capacities for the subject site. A drainage area map will be drawn at maximum V = 200' scale from available 2-foot contour data with the contours labeled. Data source and year will be provided by the CITY. Calculations regarding street and right-of- way capacities and design discharges (5-year and 100-year frequencies) at selected critical locations will be provided. Other frequencies as required by iSWM criteria may be appropriate for outfalls and sensitive locations. Capacities of existing storm drain will be calculated and shown. All calculations shall conform to CITY criteria delineated in the CITY's current iSWM Criteria Manual for Site Development and Construction. All locations in the project area where 100-year runoff exceeds available storm drain and right-of-way capacities shall be clearly identified. The ENGINEER's responsibility includes recommendations for improvements of the existing system as deemed reasonable and consistent with CITY standards. ENGINEER shall analyze the existing storm drainage system only to the extent necessary to design the improvements within the Right-of-Way (ROW) for Summerfields Boulevard; The need for additional hydrology or hydraulics to locate the Zone of Influence or analyze the headwaters for culvert at the unnamed tributary is not included with this Task Order. City of Fort Worth Summerfields Blvd. Attachment A Page 4 of 15 • Storm drain layout sheets showing location and size of all inlets, manholes, junction boxes, culverts and piping to include storm drain profiles showing existing and proposed flow lines, flows, lengths and slopes of pipe, top of ground profile over pipe and connections to existing or proposed storm sewer systems. • Preliminary signing, pavement marking, illumination and signal layouts. • Prepare water and sewer plans at locations where they conflict with the proposed roadway or storm drain and address CITY comments. Prepare water and sewer plans for proposed improvements: o Water line modifications, including lowering and/or realignment, at all areas of conflict. o Sanitary Sewer line modifications, including realignment, at all areas of conflict; non are anticipated. 4.2. Geotechnical Investigation/Pavement Design— N/A 4.3. Constructability Review • Prior to the 60 percent review meeting with the CITY, the ENGINEER shall schedule and attend a project site visit with the CITY Project Manager and Construction personnel to walk the project. The ENGINEER shall summarize the CITY's comments from the field visit and submit this information to the CITY in writing. 4.5. Utility Clearance • The ENGINEER will consult with the CITY's Transportation and Public Works Department, Water Department, and other CITY departments, public utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities (current and future) that have an impact or influence on the project. ENGINEER will design CITY facilities to avoid or minimize conflicts with existing utilities, and where known and possible consider potential future utilities in designs. • The ENGINEER shall upload individual DWF files for each plan sheet of the approved preliminary plan set to the designated project folder in Buzzsaw for forwarding to all utility companies which have facilities within the limits of the project. The DWF files should be created directly from the CAD files as opposed to PDF files. 4.6 Project Decision Log 4.7 Construction Opinion • The ENGINEER shall prepare an opinion of probable construction cost and submit this opinion to the CITY. 4.8 Roundabouts Prepare preliminary roundabout modification plans to accommodate the proposed west-bound lanes. The project parameters are defined below: 1. All intersections will be designed to accommodate existing or future pedestrian and bicycle activities, including sidewalk ramps, crosswalks, signs and pavement markings to meet ADA requirements as requested by the CITY. 2. The ENGINEER will prepare the following items to be included in the overall set of construction plans for bidding purposes: City of Fort Worth Summedtelds Blvd. Attachment A Page 5 of 15 a. Existing Conditions Layout-showing utility lines, illumination, signs, markings, and any removals (if necessary). b. Roundabout Design Layout- showing existing utilities (utility poles, street lights, storm drains, fire hydrants, etc.), street lights, conduit, ground boxes, power sources, communications connections, pavement markings, and all other items required for the complete construction of the roundabouts. The work to be performed is further defined below: 1. The ENGINEER will meet with the CITY in the field to discuss the electric service for streetlights at each intersection. All existing and proposed utilities, pavement widths, lane configurations, and traffic control devices will be determined based on field observations and the record drawings provided by the CITY. 2. The ENGINEER will perform a capacity analysis indicating level of service for each movement at each intersection. A capacity analysis report using the SynchroTA4 analysis software is preferred; however other capacity methods are acceptable. 4.9 Illumination The ENGINEER shall provide illumination layout plans, electrical circuit plans and details for roadway lighting system. These plans shall include street illumination and safety lighting at all intersections as well as at all other locations that are required to meet City standards for spacing. The design shall provide clearance of all horizontal or vertical conflicts (above or below ground or overhead) that would prevent the location of any foundations, poles, or luminaires. The ENGINEER shall tabulate all quantities and provide specifications. Lighting poles, fixtures, and attachment details shall be designed per CITY's guidelines. The plans shall include, but not be limited to, the following; pole heights and types, pole locations, circuitry routing and other pertinent conduit information, junction box type and locations, electrical panel location and subsidiary panel information, etc. Any wiring diagrams and labeling protocols required shall be in conformance with the CITY's requirements. ASSUMPTIONS Storm water calculations and design shall conform to the current CITY iSWM Criteria Manual for Site Development and Construction. • One electronic and two bound copies of the geotechnical report will be provided. 3 sets of 11" x 17" plans will be delivered for the 60% design. 1 set of 22"x 34" plans will be delivered. • 1 set of specifications will be delivered for the 60% design. • DWF files created from design CAD drawings will be uploaded to the designated project folder in Buzzsaw. • All submitted documents and checklists will be uploaded to the designated project folder in Buzzsaw. • The CITY's front end and technical specifications will be used. The ENGINEER shall supplement the technical specifications if needed. City of Fort Worth Summerfields Blvd. Attachment A Page 6 of 15 • The plans uploaded onto Buzzsaw shall be downloaded by utility companies for Utility Clearance. • ENGINEER shall not proceed with Final Design activities without written approval by the CITY of the Preliminary Design plans. DELIVERABLES A. Preliminary Design drawings and specifications B. Preliminary iSWM Checklist C. Utility Clearance drawings D. Estimates of probable construction cost E. Illumination Plans TASK 5. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS (100 PERCENT) • Upon approval of the Preliminary plans, ENGINEER will prepare construction plans as follows: • Final draft construction plans (90%) including iSWM Construction Plan and specifications shall be submitted to CITY per the approved Project Schedule. • Final iSWM Checklist in accordance with the current iSWM Criteria Manual for Site Development and Construction. • Following a 90% construction plan review meeting with the CITY, the ENGINEER shall submit Final Plans (100%) to the CITY per the approved Project Schedule. Each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas. • The ENGINEER shall submit a final design estimate of probable construction cost with both the 90% and 100% design packages. This estimate shall use ONLY standard CITY bid items. ASSUMPTIONS • 3 sets of 11"XI 7" size drawings, 1 set of 22"X34" plans and 2 specifications will be delivered for the 90% Design package. • A DWF file for the 90% Design will be created from design CAD drawings and will be uploaded to the project folder in Buzzsaw. • 3 sets of 11"X17" size drawings, 1 set of 22"X34" plans and 2 specifications will be delivered for the 100% Design package. • A DWF file for the 100 % Design will be created from design CAD drawings and will be uploaded to the project folder in Buzzsaw. DELIVERABLES A. 90% construction plans and specifications. B. Final iSWM Checklist C. 100% construction plans and specifications. D. Detailed estimates of probable construction costs including summaries of bid items and quantities using the CITY's standard bid items and format. E. Original cover mylar for the signatures of authorized CITY officials. TASK 6. BID PHASE SERVICES ENGINEER will support the bid phase of the project as follows. 6.1. Bid Support[the following are examples of activities that ENGINEER may revise or expand upon]—NOT APPLICABLE City of Fort Worth Summefields Blvd. Attachment A Page 7 of 15 • The ENGINEER shall upload all plans and contract documents onto Buzzsaw for access to potential bidders. • Contract documents shall be uploaded in a .xIs file. • Unit Price Proposal documents are to be created utilizing CFW Bidtools only and combined in a specified spreadsheet workbook, Bid Proposal Worksheet Template, and will be populated and configured so that all pages are complete and the Summary Worksheet(s) in the workbook detail and automatically summarize the totals from the inserted Unit Price Proposal document worksheets. • Plan Sets are to be uploaded to Buzzsaw in two formats, .pdf and Awf files. The .pdf will consist of one file of the entire plan set. The .dwf will consist of individual files, one for each plan sheet, and will be numbered and named in a manner similar to that of the plan set index. • The ENGINEER shall sell contract documents and maintain a plan holders list on Buzzsaw from documents sold and from Contractor's uploaded Plan Holder Registrations in Buzzsaw. • The ENGINEER will develop and implement procedures for receiving and answering bidders' questions and requests for additional information. The procedures shall include a log of all significant bidders questions and requests and the response thereto. The log shall be housed and maintained in the project's Buzzsaw folder titled Request for Information. The ENGINEER will provide technical interpretation of the contract bid documents and will prepare proposed responses to all bidders questions and requests, in the form of addenda. The ENGINEER shall upload all approved addenda onto Buzzsaw and mail addenda to all plan holders. • Attend the prebid conference in support of the CITY. • Assist the CITY in determining the qualifications and acceptability of prospective contractors, subcontractors, and suppliers. • When substitution prior to award of contracts is allowed in the contract documents, the ENGINEER will advise the CITY as to the acceptability of alternate materials and equipment proposed by bidders. • Attend the bid opening in support of the CITY. • Tabulate and review all bids received for the construction project, assist the CITY in evaluating bids, and recommend award of the contract. A copy of the Bid Tabulation and the CFW Data Spreadsheet created utilizing CFW Bidtools only are to be uploaded into the project's Bid Results folder on Buzzsaw. • Incorporate all addenda into the contract documents and issue conformed sets. 6.2 Final Design Drawings • Final Design Drawings shall be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file and DWF format. There shall be one (1) PDF file and one (1) DWF file (created from CAD application of drawing) for the TPW plan set and a separate PDF and DWF file for the Water plan set. Each PDF and DWF file shall be created from the original CAD drawing files and shall contain all associated sheets of the particular plan set. Singular PDF and DWF files for each sheet of a plan set will not be accepted. PDF and DWF files shall conform to naming conventions as follows: I. TPW file name example — "W-1956—org47.pdf" where "W-1956" is the assigned file number obtained from the CITY, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. City of Fort worth Summertields Blvd. Attachment A Page 8 of 15 Example: W-0053—org3.pdf and K-0320_org5.pdf II. Water and Sewer file name example — "X-35667—org36.pdf" where "X- 35667" is the assigned file number obtained from the CITY, "_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 and DWF files shall be uploaded to the project's Record Drawing folder in Buzzsaw. ® In addition to the PDF and DWF files, the ENGINEER shall submit each plan sheet as an individual DWG file with all reference files integrated into the sheet. If the plans were prepared in DGN format, they shall be converted to DWG prior to uploading. The naming convention to be used for the DWG files shall be as follows: I. TPW files shall use the W number as for PDF and DWF files, but shall include the sheet number in the name—"W-1956_SHT01.dwg", "W- 1956—SHT02.dwg", etc. II. Water and Sewer file names shall use the X number as for PDF and DWF files, but shall include the sheet number in the name — "X- 12155—SHT01.dwg", "X-12755_SHT02.dwg", etc. For information on the proper manner to submit files and to obtain a file number for the project, contact the Department of Transportation and Public Works Vault at telephone number(817) 392-8426. File numbers will not be issued to a project unless the appropriate project numbers and fund codes have been assigned and are in the Department of Transportation and Public Works database. ASSUMPTIONS ® The project will be constructed by change order to construction contract for N. Riverside Drive. ® Complete electronic sets of construction documents will made available on Buzzsaw. ® PDF, DWF and DWG files will be uploaded to Buzzsaw. DELIVERABLES A. Change Order B. Opinion of Probable Cost C. CFW Data Spreadsheet TASK 7. CONSTRUCTION PHASE SERVICES. ENGINEER will support the construction phase of the project as follows. 6.1 Construction Support City of Fort Worth Summedtelds Blvd. Attachment A Page 9 of 15 • The ENGINEER shall attend the preconstruction conference. • After the pre-construction conference, the ENGINEER shall provide project exhibits and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. • The ENGINEER shall visit the project site at requested intervals as construction proceeds to observe and report on progress— up to six visits are budgeted. • The ENGINEER shall review shop drawings, samples and other submittals submitted by the contractor for general conformance with the design concepts and general compliance with the requirements of the contract for construction. Such review shall not relieve the Contractor from its responsibility for performance in accordance with the contract for construction, nor is such review a guarantee that the work covered by the shop drawings, samples and submittals is free of errors, inconsistencies or omissions. The ENGINEER shall log and track all shop drawings, samples and other submittals in Buzzsaw. • As requested by the CITY, the ENGINEER shall provide necessary interpretations and clarifications of contract documents, review change orders, and make recommendations as to the acceptability of the work. • The ENGINEER shall attend the"Final' project walk through and assist with preparation of final punch list. 6.2 Record Drawings • The ENGINEER shall prepare record drawings from information provided by the CITY depicting any changes made to the Final Drawings during construction. The following information shall be provided by the CITY: o As-Built Survey o Red-Line Markups from the Contractor o Red-Line Markups from City Inspector o Copies of Approved Change Orders o Approved Substitutions • The ENGINEER shall modify the Final Drawings electronically and shall place a stamp on the plans indicating that they represent Record Drawings of the project as constructed. The stamp shall be signed and dated by the ENGINEER and shall be placed on each plan sheet, whether there are any revisions on the sheet or not. Each sheet shall clearly indicate all changes which apply to that sheet by clouding and numbering, or other suitable means. • The following disclaimer shall be included with the Record Drawing stamp: o These Record Drawings were prepared using information provided by others and represent the as constructed conditions to the extent that documented changes were provided for recording. The ENGINEER City of Fort Worth Summerfields Blvd. Attachment A Page 10 of 15 assumes no liability for undocumented changes and certifies only that the documented changes are accurately depicted on these drawings. o The ENGINEER shall submit a set of sealed Final Drawings, modified and stamped as Record Drawings, on mylar for record storage. The ENGINEER may keep copies of the information provided by the CITY for their files, but all original red-lined drawings shall be returned to the CITY with the mylars. 6 Record Drawings shall also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file and DWF format. There shall be one (1) PDF file and one (1) DWF file for the TPW plan set and a separate PDF and DWF file for the Water plan set. Each PDF and DWF file shall contain all associated sheets of the particular plan set. Singular PDF and DWF files for each sheet of a plan set will not be accepted. PDF and DWF files shall conform to naming conventions as follows: I. TPW file name example — "W-1956_org47.pdf" where "W-1956" is the assigned file number obtained from the CITY, "_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-0320_org5.pdf II. Water and Sewer file name example — "X-35667_org36.pdf" where "X- 35667" is the assigned file number obtained from the CITY, "_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 and DWF files shall be uploaded to the project's Record Drawing folder in Buzzsaw. For information on the proper manner to submit files and to obtain a file number for the project, contact the Department of Transportation and Public Works Vault at telephone number(817) 392-8426. File numbers will not be issued to a project unless the appropriate project numbers and fund codes have been assigned and are in the Department of Transportation and Public Works database. ASSUMPTIONS ® 6 site visits are assumed. ® 15 product submittal reviews are assumed. ® 3 RFI's are assumed. O 1 Change Orders are assumed. • One copy of full size (22"x34") prints will be delivered to the CITY City of Fort Worth Summefelds Blvd. Attachment A Page 11 of 15 DELIVERABLES A. Public meeting exhibits B. Response to Contractor's Request for Information C. Review of Change Orders D. Review of shop drawings E. Final Punch List items A. Record Drawings TASK 8. ROW/EASEMENT SERVICES. ENGINEER will support and perform activities related to ROW and land as outlined below, per scoping direction and guidance from the CITY's Project Manager. 7.1. Right-of-Way Research • The ENGINEER shall determine rights-of-way, easements needs for construction of the project. Required temporary and permanent easements will be identified based on available information and recommendations will be made for approval by the CITY. 7.2. Right-of-Way/Easement Preparation and Submittal. • The ENGINEER shall prepare documents to be used to obtain right-of-way and permanent drainage and/or temporary construction easements required to construct the improvements. • The documentation shall be provided in conformance with the checklists and templates available on the CITY's Buzzsaw site. 7.3. Temporary Right of Entry Preparation and Submittal • Prior to construction, the ENGINEER shall prepare, mail and obtain Temporary Right of Entries from landowners. It is assumed that letters will only be required for land owners adjacent to temporary construction easements or who are directly affected by the project and no easement is required to enter their property. • The documentation shall be provided in conformance with the checklists and templates available on the CITY's Buzzsaw site. ASSUMPTIONS • Right-of-Way research includes review of property/right-of-way records based on current internet based Tarrant Appraisal District (TAD) information available at the start of the project and available on-ground property information (i.e. iron rods, fences, stakes, etc.). It does not include effort for chain of title research, parent track research, additional research for easements not included in the TAD, right-of-way takings, easement vacations and abandonments, right-of-way vacations, and street closures. DELIVERABLES A. Temporary Right of Entry Letters B. Right-of-Way Parcels City of Fort Worth Summerfields Blvd. Attachment A Page 12 of 15 TASK 9. SURVEY AND SUBSURFACE UTILITY ENGINEERING ENGINEER will provide survey support as follows. 8.1. Design Survey • 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, rim/invert elevations, sketches showing interior dimensions and line connections of manholes and vaults, location of buried utilities, structures, trees (measure caliper, identify overall canopy, and have landscape architect identify species of trees), and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines. • The minimum survey information to be provided on the plans shall include the following: — A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: — 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 curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). — Coordinates on all P.C.'s, P.T.'s, P.L's, Manholes, Valves, etc., in the same coordinate system, as the Control. — No less than two horizontal bench marks, per line or location. — Bearings given on all proposed centerlines, or baselines. — Station equations relating utilities to paving, when appropriate. 8.2. Temporary Right of Entry Preparation and Submittal • Prior to entering property, the ENGINEER shall prepare, submit for City approval, and mail and hand deliver a Temporary Right of Entry for Survey for all impacted landowners. • The documentation shall be provided in conformance with the checklists and templates available on the CITY's Buzzsaw site. 8.3. Subsurface Utility Engineering— NOT APPLICABLE Provide Subsurface Utility Engineering (SUE) to Quality Level B, as described below. The SUE shall be performed in accordance with Cl/ASCE 38-02. Quality Level D • Conduct appropriate investigations (e.g., owner records, County/CITY records, personal interviews, visual inspections, etc.), to help identify utility owners that may have facilities within the project limits or that may be affected by the project. • Collect applicable records (e.g., utility owner base maps, "as built" or record drawings, permit records, field notes, geographic information system data, oral histories, etc.) on the existence and approximate location of existing involved utilities. • Review records for: evidence or indication of additional available records; duplicate or conflicting information; need for clarification. • Develop SUE plan sheets and transfer information on all involved utilities to appropriate design plan sheets, electronic files, and/or other documents as City of Fort Worth Summerfields Blvd. Attachment A Page 13 of 15 required. Exercise professional judgment to resolve conflicting information. For information depicted, indicate: utility type and ownership; date of depiction; quality level(s); end points of any utility data; line status (e.g., active, abandoned, out of service); line size and condition; number of jointly buried cables; and encasement. Quality Level C (includes tasks as described for Quality Level D) • Identify surface features, from project topographic data and from field observations, that are surface appurtenances of subsurface utilities. • Include survey and correlation of aerial or ground-mounted utility facilities in Quality Level C tasks. • Survey surface features of subsurface utility facilities or systems, if such features have not already been surveyed by a professional surveyor. If previously surveyed, check survey data for accuracy and completeness. • The survey shall also include (in addition to subsurface utility features visible at the ground surface): determination of invert elevations of any manholes and vaults; any surface markings denoting subsurface utilities, furnished by utility owners for design purposes. • Exercise professional judgment to correlate data from different sources, and to resolve conflicting information. • Update (or prepare) plan sheets, electronic files, and/or other documents to reflect the integration of Quality Level D and Quality Level C information. • Recommend follow-up investigations (e.g., additional surveys, consultation with utility owners, etc.) as may be needed to further resolve discrepancies. • Provide Quality Level C to identify overhead utilities on the project and provide the overhead utility information on the SUE plan sheets. Level B (includes tasks as described for Quality Level C) • Select and apply appropriate surface geophysical method(s) to search for and detect subsurface utilities within the project limits, and/or to trace a particular utility line or system. • Based on an interpretation of data, mark the indications of utilities on the ground surface for subsequent survey. Utilize paint or other method acceptable for marking of lines. • Unless otherwise directed, mark centerline of single-conduit and multi-conduit lines. • Resolve differences between designated utilities and utility records and surveyed appurtenances. • Recommend additional measures to resolve differences if they still exist. Recommendations may include additional or different surface geophysical methods, exploratory excavation, or upgrade to Quality Level A data. • As an alternative to the physical marking of lines, the ENGINEER may, with CITY's approval, utilize other means of data collection, storage, retrieval, and reduction, that enables the correlation of surface geophysical data to the project's survey control. ASSUMPTIONS ® N/A City of Fort Worth Summerfields Blvd. Attachment A Page 14 of 15 DELIVERABLES A. Copies of field survey data and notes signed and sealed by a licensed surveyor. B. Drawing of the project layout with dimensions and coordinate list. TASK 9. PLAN SUBMITTAL CHECKLISTS Engineer shall complete and submit Plan Submittal Checklists in accordance with the following table: PLAN SUBMITTAL CHECKLIST REQUIREMENTS Traffic Street Water Traffic Traffic Traffic Traffic Storm Storm Lights /Sewer Control Control Control Attachment"A" Signal Water Water (Submit (Submit Engineering 30% 60% 90% Type (Submit All 30% 60% All @ All @ (Submit All @ 30%) 30% 60%) @ 60%) Required foR�C all work in City Street X X X X *If included in street project City of Fort Worth Summerfields Blvd. Attachment A Page 15 of 15 ATTACHMENT "B" COMPENSATION rOR ENGINEERING SERVICES—TASK ORDER#5 N. RIVERSIDE DRIVE SUMMEREIELDS BOULEVARD (WEST ROUND LANES) N. RIVERSIDE DRIVE TO CANNONWOOD DRIVE City Project No. 02272 I. Compensation A. The ENGINEER shall be compensated for personnel time, non-labor expenses, and subcontract expenses in performing services for Task Order No. 5 up to $92,335, and shall be based on time and materials as summarized in Exhibit B-1 — Engineer Invoice and Section IV— Summary of Total Project Fees. The total lump sum fee shall be considered full compensation for the services described in Attachment A, including all labor materials, supplies, and equipment necessary to deliver the services. B. The ENGINEER shall be paid monthly payments as described in Section II - Method of Payment. II. Method of Payment A. Partial payment shall be made to the ENGINEER monthly upon City's approval of an invoice prepared and submitted by the ENGINEER in the format and including content as presented in Exhibit B-1, Progress Reports as required in item III. of this Attachment B, and Schedule as required in Attachment D to this Agreement. B. The estimated current physical percent complete as required on the invoice shall be calculated from the progress schedule as required in Attachment D to this Standard Agreement and according to the current version of the City of Fort Worth's Schedule Guidance Document. C. The cumulative sum of such monthly partial fee payments shall not exceed the total current project budget including all approved Amendments. D. Each invoice shall be verified as to its accuracy and compliance with the terms of this Agreement by an officer of the ENGINEER. III. Progress Reports A. The ENGINEER shall prepare and submit to the designated representative of the Transportation and Public Works Department monthly progress reports and schedules in the format required by the City. ATTACHMENT «B» COMPENSATION FOR ENGINEERING SERVICES —TASK ORDER 05 IV. Summary of Total Project Pees Firm Primary Responsibility Pee Amount % Prime Consultant Baird, Hampton & Project Management and $92,335.00 100% Brown, Inc. Engineering -Task Order#5 Proposed MBE/SBE Sub-Consultants n/a Non-MBE/SBE Consultants n/a TOTAL $92,335.00 100% Project dumber& dame Total Fee MBE/SBE Pee MBE/SBE % 02272-Task Order#1 253,835 144,834 57% 02272-Task Order#2 344,219 32,500 9% 02272-Task Order#3 287,367 21,860 8% 02272-Task Order#4 506,579 67,854 13% Subtotal for Above Tasks 1,392,000 267,048 19% 02272-Task Order#5 92,335 0 0% Total for All Task Orders 1,484,335.00 267,048.00 18% OD V 0> fT�P W N m Ln?W N IJ N N IJ fJ IV N -� Z N a>N ?W N V O) Ln ? 41 N-+ N -+ p DDC>0 9c O3W-..i. 5ND�9P n 3_NO0-, w W. 0 rof Ovva�l yv d�rl�Nl �n V _a -00o0)'O N� -00,00 0Q O ?. C O m C O m S uvi VNyv aNO�ywv�Nv • No7 �43('D� o joy aCm 0) CD v O 00) 0) S3 o �a� 9�aAaag 0nom 0 2 � � dv3a o � a0 CD N.om v �cD ` cc m m o m m m ID o 0 0 O r 0. 0wm m o o mc 0 m 3 oa m � mo- ' m 0 00 n ya 7 � CD < y. c :3 A)a en 2 . 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Engineering&Surveying Invoice Fort Worth Ofc.Tel817-338-1277 Grapevine Ofc.Tel817-251-8550 TASK ORDER No. 1 - 5 6300 Ridglea Place,Suite 700 3801 William D.Tate,Suite 500 Fort Worth,TX 76116 Grapevine,TX 76051 Consultant Project No. 14.706.000&14.706.001 CFW Project Manager. Raul Lopez,PE Project Invoice No. 14.706.00X-35 Invoice Date: 11/15/2018 Consultant's Project Manager: Konstantine Eakintas Consultant's email. kb@bhbinc.com Period From Date: Inception To Date: 10 31 2018 Name of Project: N.RIVERSIDE DRIVE from N Tarrant Parkway, City Project No.: 02272 south appox.one mile,to Old Denton Rd. City Secretary Contract No.: 45844 Labor Catggory Hours Rate hr Amount Project Director 762.25 195.00 $148,635.05 Project Manager 1113.50 150.00 $167,025.00 Project Manager(OT) 39.00 180.00 $7,020.00 Sr.Project Engineer 1870.00 135.00 $252,450.00 Sr.Project Engineer(OT) 184.50 160.00 $29,520.00 Project Engineer 685.25 100.00 $68,525.00 Landscape Architect 90.50 100.00 $9,050.00 Graduate Landscape Architect 50.50 85.00 $4,292.50 Graduate Engineer 3858.25 85.00 $327,951.25 Graduate Engineer(OT) 208.50 100.00 $20,850.00 Designer 495.00 85.00 $42,075.00 GIS/CADD 243.25 65.00 $15,811.25 Administrative 100.25 50.00 $5,012.50 Surveyor 9.00 110.00 $990.00 Field Surveying Crew 8.00 140.00 $1,120.00 Total Labor 9717.75 $1,100,327.55 Subcontract Service Percent Fee Amount ANA Consultants-Surveying Services-Task 1 100% $39,050.00 $39,050.00 ANA Consultants-Surveying Services-Task 2 300% $32,500.00 $32,500.00 ANA Consultants-Additional Temp.Rdwy.Constr.Easements-Task 4 100% $13,200.00 $13,200.00 ANA Consultants-Additional Temp.Channel Constr.Easements-Task 4 70% $12,000.00 $9,000.00 ANA(The Rios Group)-Subsurface Utility Engineering-Task 1 100% $52,110.00 $52,892.00 ANA(The Rios Group)-Subsurface Utility Engineering-Task 2 92% $23,450.00 $22,668.00 Savant-Traffic Study-Task 1 100% $39,800.00 $39,800.00 Savant-Traffic Study&Signal Design-Task 3 100% $18,300.00 $17,825.00 Savant-Traffic Signal Modifications-Task 4 100% $11,100.00 $11,100.00 Globe-Geotechnical Investigation-Task 1 100% $13,874.00 $12,473.50 Globe-Geotechnical Investigation-Task 4 0% $9,959.00 $0.00 BDA-AccessibilityServices 100% $1,072.50 $1,072.50 Subcontractor Subtotal $251,581.001 10 Percent Markup on Subcontract Services $25,158.10 Nonlabor Expenses Amount Reproduction 2,966.58 Travel 2,787.07 KISD Facility Use Fee 260.00 Nonlabor Expense Subtotal $6,013.65 10 Percent Markup on Direct Expenses $601.37 Total Expenses(Subcontract&Nonlabor Expenses) $283,354.12 Total Amount to Date $1,383,681.67 Amount Previously Invoiced $1,383,681.67 CONTRACT(Not-to-Exceed)AMOUNT $1,484,335.00 TOTAL DUE THIS INVOICE $0.00 Remit Payment to Baird,Hampton&Brown,Inc.at 6300 Ridglea Place,Ste.700,Fort Worth,TX 76116 Page 1 of 1 N. RIVERSIDE DR. - — - - - - - L •� Ill► '-' ll� j II , III � lll , C31 1 , __----------------------� it � p , 1 , „n v CD CD --� — co N Z i C j. � � 1 .Ar � CANPI®NWOOD DR, z i i ' Baird,Hampton&Brown 10/15/2019 Engineering&Surveying 3801 William D Tate,Suite 500,Grapevine,TX 76051 Tel817-251-8550,www.bhbine.com Engineer's Opinion of Probable Construction Cost Per Bid Unit Prices for Summerfields Blvd.Westbound Lanes Extension from Cannonwood Dr.to N Riverside Drive City of Fort Worth,Texas Item Spec Number Description Number Unit Quantity Unit Price Extended Price AdtusledlEstimated Unil price Unit la:Water Improvements-N/A Unit 1b:Sanitary Sewer Improvements -N/A Unit 1c:Paving Improvements 1c-01 3125.0101 Erosion Control Measures 31 25 00 LS 1 $ 3,000.00 Is 3,000 1c-02 3471.0001 Traffic Control Measures 3471 13 MO 5 $ 2,816.71 $ 14,084 1c-03 0171.0101 Construction Staking 01 71 23 LS 1 $ 2,sm 0 $ 2,500 1c-04 3110.0101 Site Clearing 31 1000 LS 1 $ 4.000,00 $ 4,000 1 c-05 3110.0102 6"-12"Tree Removal 31 1000 EA 27 $ 273.68 $ 7,389 1c-06 3110.0103 12"-18"Tree Removal 31 1000 EA 2 $ 520.67 $ 1,041 1c-07 3110.0104 18"-24"Tree Removal 31 1000 EA 3 $ 735.25 $ 2,206 1c-08 3123.0101 Unclassified Excavation by Plan Cut 31 23 16 CY 2000 $ 26.64 $ 53,280 1c-09 3211.0400 Hydrated Lime at 38 Lbs./SY 3211 29 TN 40 $ 178.64 $ 7,146 1c-10 3211.0502 8"Lime Treatment 32 11 29 SY 2135 $ 3.05 $ 6,512 lc-11 3213.0102 7"Concrete Pavement Summerfields, 32 13 13 SY 1880 $ 45.73 $ 85,972 1 c-12 3213.0105 10"Concrete Pvmt N Riverside Dr Pvmt 32 13 13 SY 95 $ 52.96 $ 5,031 1c-13 9999.0000 Type A&D Paving-Inte ral Colored/Textured 1 32 13 13 SY 15 $ 135.30 $ 2,030 1c-14 3213.0301 4"Cone Sidewalk <6'Wide 32 13 20 SF 2845 $ 6.74 $ 19,175 1c-15 3213.0302 5"Conc Sidewalk >6'Wide) 32 13 20 SF 25 $ 6.87 $ 172 ff3213.0312 5"Conc Sidewalk,Adjacent to Curb >6'Wide 32 13 20 SF 100 $ 8.82 $ 882 3305.0111 8"Valve Box Adjustment 330514 EA 1 $ 411.99 $ 412 3305.0114 Manhole Adiustment,Maier w/Cover 330514 EA 3 $ 1,900.72 $ 5,702 Subtotal Paving Improvements $ 220,534 Contingency 15.2% $ 33,466 Unit I Paving Improvements Total $ 254,000 Unit 1d:Si na e&Pavement Marking Improvements ld-01 3217.0003 4"BRK Pvmt Markin HAS W 32 17 23 LF 172 $ 1.22 $ 210 1 d-02 3217.0201 8"SLID Pvmt Markin HAS W 32 17 23 LF 158 $ 2.32 $ 367 ld-03 9999.0000 8"SLD Pvmt Markin HAE W 32 17 23 LF 90 $ 6.96 $ 626 1d-04 3217.0501 24"SLID Pvmt Markin HAE W 32 17 23 LF 40 $ 9.28 $ 371 1d-05 9999.0000 CONTRAST Lane Legend Arrow W&B 32 17 23 EA 1 $ 406.00 $ 406 1d-06 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 EA 18 $ 4.64 $ 84 Subtotal Signage&Marking Improvements $ 2,064 IContinqency 16.3% $ 336 Unit 1d Signage&Marking Improvements Total $ 2,400 Unit le:Drainage Improvements EleOl0171.0101 Construction Stakin 01 7123 LS474 $ 1500.00 $ 1,500 3341.0205 24"RCP,Class III 3341 10 LF $ 97.17 $ 44,601 3349.6002 15'Recessed Curb Inlet 33 49 20 EA $ 6,844.00 $ 20,532 3341.1203 5x5 Box Culvert 3341 10 LF $ 500.00 $ 37,000 3349.1000 Headwall 5'x5'Box Culvert 33 49 40 EAS 15,000,00 $ 15,000 Subtotal Drainage Improvements $ 118,633 Contingency 14.6% $ 17,367 Unit 1e Drainage Improvements Total $ 136,000 Unit 1f:Street Lighting Improvements EfO4 3441.3003 Rd Ilium Assmbl TY 18,18A,19,and D-40 34 41 20 EA 3 $ 3,150.56 $ 9,452 3441.3302 Rd Ilium Foundation TY 3,5,6,and 8 34 41 20 EA 3 $ 1,566.00 $ 4,698 3441.3201 LED Lighting Fixture 34 41 20 EA 6 $ 986.00 $ 5,916 2605.3016 2"Sch 80 PVC includes Trenching&Backfill 26 05 33 LF 670 $ 13.92 $ 9,326 3441.3404 2-2-2-4 Quad lex Alum Elec Condr 34 41 20 LF 670 $ 3.19 $ 2,137 Subtotal Street Lighting Improvements $ 31,529 ,Contingency14.2% $ 4,471 Unit 1f Street Lighting Improvements Total $ 36,000 Unit 1 :Landscape Improvements 1 -01 3291.0100 Imported Topsoil 4"Thick in Sod Areas 3291 19 CY 295 $ 42.00 $ 12,390 1 -02 3292.0100 Block Sod Placement 32 92 13 SY 2650 $ 5.86 $ 15,529 Subtotal:Landscape Improvements $ 27,919 Contingency 14.6% $ 4,081 Unit 19 Landscape Improvements Total $ 32,000 Unit 2:Channel Improvements-None Adjusted/Eolmated Unit Pr ce Engineer's Opinion of Probable Construction Cost Total $ 460,400 1 Oft O N LL c C p N O N w � t0 _� M � m C N O LL �} o N N C ~ m to r = E C N C N m f0 M C LL W W a. a i a z CL z > ; 0 c o 0 0 0 0 o e e o 0 0 o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 o O .10 fl- o 0 0 0 0 0 o 0 0 0 o o o o o 0 0 0 0 o e o mEo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o U o m m m o ® o 0 o rn rn rn o .o 0 0 0 0 0 0 '0 0 0 0 0 0 0 " 'o o E Y T E E z(n U N N r N N N N J N N N N N ! 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