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Contract - Aguirre & Fields - 10/28/2021STATE OF TEXAS § COUNTY OF WILLIAMSON § SUPPLEMENTAL CONTRACT NO. 1 TO CONTRACT FOR ENGINEERING SERVICES FIRM: Aguirre & Fields, LP ("Engineer") ADDRESS: 12708 Riata Vista Circle, Suite A-109, Austin, TX 78727 PROJECT: Old Settlers Extension This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between the City of Round Rock, Texas, hereinafter called the "City" and Aguirre & Fields, LP, hereinafter called the "Engineer". WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter called the "Contract", on the 13th day of February, 2020 for the Old Settlers Extension Project in the amount of $532,331.53; and WHEREAS, it has become necessary to amend the Contract to modify the provisions for the scope of services and to increase the compensation by $934,919.70 to a total of $1,467,251.23; NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract is amended as follows: I. Article 1, City Services and Exhibit A, City Services shall be amended as set forth in the attached Addendum To Exhibit A. II. Article 2, Engineering Services and Exhibit B, Engineering Services shall be amended as set forth in the attached Addendum to Exhibit B. Exhibit C, Work Schedule shall be amended as set forth in the attached Addendum to Exhibit C. Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by $934,919.70 the lump sum amount payable under the Contract for a total of $1,467,251.23, as shown by the attached Addendum to Exhibit D. IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental Contract in duplicate. Supplemental Contract Rev.06/16 0199.20202,00482565 84275 K-2o21-Zoe{— AGUIRRE & FIELDS, LP AGUIRRE, LLC - GENERAL PARTNER By: J�'./.%�y z Christine R. Crosby, Vice-Presiden October 1, 2021 Date Supplemental Contract Rev.06/16 0 199.20202; 00482565 84275 CITY OF ROUND ROCK APPR ED AS TO ORM: By: J Craig Morga , M or Stephan L. Sheets, City Attorney (y.Za 2l Date Supplemental Contract Rev.06/16 0199.20202,00482565 84275 ADDENDUM TO EXHIBIT A City Services Attached Behind This Page AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 ADDENDUM TO EXHIBIT A — SWA 01 CITY OF ROUND ROCK OLD SETTLERS EXTENSION FROM N RED BUD LN TO CR 110 PS&E/CONSTRUCTION SERVICES CITY OF ROUND ROCK OLD SETTLERS EXTENSION SERVICES TO BE PROVIDED BY THE CITY The City of Round Rock will provide the following items/information for the Engineer under this agreement: 1) ROUTE & DESIGN STUDIES (FC 110) i) Provide available plans and/or data for adjacent projects, including the adjacent N Red Bud Ln improvements and CR 110 South schematic. ii) Attend Design Concept Conference with The Engineer to discuss revisions to the design prior to development of the 60% plans. iii) Provide review/approval of pavement design 2) RIGHT OF WAY DATA (FC 130) i) Assist with Rights -of -Entry (ROE) for all adjacent properties if initial request is denied. ii) Conduct all ROW appraisals and acquisitions. iii) Coordination for any temporary construction easements. iv) Coordination for any drainage easements. v) Assist with coordinating utility adjustments and proposed relocation plans by utility owners. 3) ROADWAY DESIGN CONTROLS (FC 160) i) Assist with the coordination and procurement of design files for adjacent projects, including the adjacent N Red Bud Ln improvements and CR 110 South schematic. ii) Provide a PS&E checklist and preferred plan set go-by (if applicable) for use by the Engineer. iii) Provide example Estimates and hard copy documentation for the Engineer's use in preparing the Estimate, General Notes and Specifications. iv) Provide direction for the creation of Design Cross Sections. 4) PROJECT MANAGEMENT &ADMINISTRATION (FC 164) i) Provide timeline/schedule confirmation for milestone submittals. ii) Provide the Engineer with timely reviews/decisions to maintain the project schedule. iii) Provide agreements with property owners for all necessary off -site improvements. Consultant to develop utility agreements with utility provider's and City oversight. iv) Meet with the Engineer on an as -needed basis. v) Provide payment of all associated application and review fees required for jurisdictional approval of the project. AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 ADDENDUM TO EXHIBIT B - SWA 01 ENGINEERING SERVICES OLD SETTLERS EXTENSION FROM N RED BUD LN TO CR 110 PS&E/CONSTRUCTION SERVICES CITY OF ROUND ROCK OLD SETTLERS EXTENSION This contract consists of providing engineering services required for the preparation of plans, specifications and estimates (PS&E) and related supporting documents for the construction of Old Settlers Blvd in Round Rock, TX on new location. The project limits will begin at N Red Bud Ln and end at CR 110, with transitions as necessary beyond those intersections to accommodate the traffic control plan or other miscellaneous work. Old Settlers Blvd will consist of an average 110-foot right-of-way, 68 feet of pavement, twin bridge structures, retaining walls, corridor fencing, curb and gutter, and a sidewalk/shared use path on each side of the road. These services include preparing roadway design, hydrologic and hydraulic design, structural design, signal design, waterline design, geotechnical investigation, supplemental survey, utility coordination, and attendance at the city's monthly utility coordination meeting as necessary. FC 110 - ROUTE & DESIGN STUDIES 1. DATA COLLECTION & FIELD RECONNAISSANCE a. Aguirre & Fields, LP ("the Engineer") shall collect, review, and evaluate the data described below. The City of Round Rock (City) will be notified in writing whenever the Engineer finds disagreement with the information or documents. The Engineer shall: i. Review plans and/or data from the City, including the adjacent N Red Bud Ln improvements and CR 110 South schematic. ii. Review supplemental survey and topographic file. iii. Conduct field reconnaissance and collect data including a photographic record of any changes since the 30% schematic submittal. b. The Engineer shall collect data to support the finalization of the traffic report and signal design: L Obtain Weekday 12- Hour Turning Movement Counts at the following intersections CR 110 at Porano Circle. ii. Obtain 24-hour tube counts on one Weekday on CR 110 south of Porano Circle. iii. Obtain Traffic Impact Analysis (TIAs) for Siena MUD Subdivision and other new approved developments in the area. iv. Conduct field reconnaissance to observe existing traffic pattern and existing conditions for signal and illumination design. 2. DESIGN CRITERIA a. The Engineer shall schedule and attend one Design Concept Conference with the City once the Public Involvement and Outreach Process (Open House #2) has been completed, and public comments and attendance are documented. The purpose of this meeting will be to discuss any necessary revisions or updates to the design prior to developing the 60% plans. The Engineer shall create and distribute meeting notes for concurrence by the City. b. The Engineer shall update the design summary report (DSR) and project notebook to document design decisions as necessary. c. Deliverables: AGUIRRE & FIELDS, LP CITY OF ROUND ROCK CONTRACT: OLD SETTLERS EXTENSION SWA01TO WA01 L Design Concept Conference Notes for approval ii. Design Summary Report (DSR) 3. GEOTECHNICAL INVESTIGATION & FIELD WORK a. The Engineer shall determine boring locations for retaining wall structures. b. The Engineer shall perform borings and obtain soils samples. Borings are estimated to consist of the following: L 2 retaining wall borings to a depth of 20 feet within the at -grade or fill areas at 200-foot maximum intervals. The boring depths may be reduced when encountering rock and shall have a 5-foot minimum penetration into rock. ii. Borings shall occur within the limits of the future retaining walls. c. The Engineer shall obtain two Scour analysis hand samples. d. The Engineer shall perform laboratory testing to classify soil strata, evaluate plasticity and shrink/swell potential and evaluate the compressive strength. Typical Tests include moisture contents, Atterberg Limits, unconfined compressive strengths, sieve analyses, sulfate content tests, and grain size distribution curves with D50 value. e. The Engineer shall prepare/update a signed, sealed, and dated Geotechnical Report to include the summary of field investigations, laboratory testing results and recommended retaining wall design. f. Deliverables: i. Signed/Sealed Geotechnical Report ii. Boring Logs 4. TRAFFIC ENGINEERING & OPERATIONS a. The Engineer will update signal warrant analysis at the intersection of Old Settlers Blvd and CR 110. The Engineer shall: i. Estimate projected turning movement volumes at the future intersection of Old Settlers Blvd Extension and CR 110 using new turning movement counts at CR 110 and Porano Circle. ii. Conduct signal warrant analysis at the future intersection of CR 110 and proposed Old Settlers Blvd Extension following methodology found in Chapter 4 of the Texas Manual on Uniform Traffic Control Devices (TMUTCD). Warrant 3 (Peak -Hour Volume) will be analyzed using projected turning movement counts. TMUTCD Warrant 2 (Four -Hour Volume) and Warrant 8 (Daily Volume) will be analyzed using 12-hour roadway segment counts collected in Task II and traffic volume projections. iii. Summarize findings of the traffic study in a technical memorandum. b. Deliverables: L Updated Signal Warrant Study Technical memorandum FC 120 — PUBLIC INVOLVEMENT 1. RIGHT OF WAY MAP a. The Engineer's subconsultant will provide public involvement during this phase to keep stakeholders updated on design progress, answer questions, and support the team with stakeholder communications. CD&P will schedule and facilitate meetings with affected property owners as circumstances require and document meeting outcomes. CD&P will provide updates to project materials and content for updates to the City of Round Rock project webpage. CD&P will update the project database with stakeholder contact information and communications. AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 b. Deliverables: CITY OF ROUND ROCK OLD SETTLERS EXTENSION L Stakeholder database ii. Coordinate, attend, and document up to 8 stakeholder meetings iii. Respond to stakeholder inquiries and provide project email updates iv. Update project materials (fact sheet, maps and FAQs) v. Provide content updates for City of Round Rock project webpage FC 130 — RIGHT OF WAY DATA 1. RIGHT OF WAY MAP a. The Engineer will finalize proposed Right of Way (ROW) and easements. The Engineer shall: L Review Survey ROW documents. ii. Review SUE data and utility conflicts. iii. Refine the 3D roadway model to establish construction limits for proposed easements. iv. Update ROW and easement linework in CADD for the PS&E. b. The Engineer's Surveyor shall prepare proposed ROW documents: i. Preparation of Right of Way (ROW) Document (Meets & Bounds). c. The Engineer's Surveyor shall set ROW Monumentation: i. The Engineer's Surveyor will set %-inch iron rods with caps at PCs, PTs, angle points and at no greater than 1,000 foot intervals along tangents on the proposed ROW line. 1/2-inch iron rods with caps will be set at property line intersections with the new right -of- way line. d. Deliverables: i. One legal description for each parcel (signed and sealed). Up to five (6) exhibits. ii. One individual survey plat on 81/2"x11" for each parcel (signed and sealed). iii. One set of area computation sheets for legal descriptions and plats and ROW maps for all parcels. iv. Digital files will be uploaded onto ProjectWise for the ROW base file and reference files in MicroStation (.dgn) format. 2. SUBSURFACE UTILITY ENGINEERING (SUE) a. The Engineer will provide Subsurface Utility Engineering (SUE) as described below: L The Engineer shall perform Quality Level-B and Quality Level -A SUE. ii. As necessary: in accordance with Cl/ASCE 38-02 `Standard Guideline for the collection and depiction of existing subsurface data.' The Quality Level-B investigation will encompass the portion of the project area east of McNutt Creek to the eastern limit of the project at CR 110. The Quality Level -A investigation assumes up to 1S test holes to be used as necessary and invoiced to the City for each hole conducted. This standard defines the following quality levels: 1. Quality Level-B: Information obtained through the application of appropriate surface geophysical methods to determine the existence and approximate horizontal position of subsurface utilities. Quality level-B data should be reproducible by surface geophysics at any point of their depiction. This information is surveyed to applicable tolerances defined by the project and reduced onto plan documents. 2. Quality level -A: Precise horizontal and vertical location of utilities obtained by the actual exposure (or verification of previously exposed and surveyed utilities) and 3 AGUIRRE & FIELDS, LP CITY OF ROUND ROCK CONTRACT: OLD SETTLERS EXTENSION SWA 01 TO WA 01 subsequent measurement of subsurface utilities, usually at a specific point. Minimally intrusive excavation equipment is typically used to minimize the potential for utility damage. A precise horizontal and vertical location, as well as other utility attributes, is shown on plan documents. 3. UTILITY COORDINATION (UC) a. The Engineer shall provide Utility Coordination for the project as described below: L The Engineer shall maintain a Utility Contact List, Utility Conflict Matrix (UCM) Spreadsheet and Conflict Layout Exhibit. ii. The Engineer shall maintain a 2D Conflict Layout Exhibit in the MicroStation/GeoPak SS10 version used by the City of Round Rock. The exhibit shall include existing utilities which are to remain in place or be abandoned, and adjusted utilities. This layout will be utilized to monitor the necessity to evaluate alternatives. Facilities in conflict with the proposed project that are to be relocated. Facilities to be abandoned in place. Facilities to remain in service and in place. iii. The Engineer shall facilitate utility conflict identification and review of resolutions for utilities conflicts to be adjusted, relocated, or accommodated in the public right of way. iv. The Engineer shall review the utility's proposed adjustments and coordinate compliance with local, state, and federal utility accommodation rules. v. The Engineer shall prepare for and attend up to twelve (12) coordination meetings with individual utility owners including transmission line power provider and two (2) coordination meeting with the City. vi. The Engineer shall coordinate distribution of NOPC letters (Notice of Proposed Construction) and NORA (Notice of Required Accommodation) letters. vii. The Engineer shall coordinate Utility Certifications and/or Special Provisions for any utility adjustments not fully completed by the time of the project letting phase. viii. Deliverables: 1. Quality Level-B 2D Utility Designation will be 11-in. x 17-in. SUE plan sheets depicting the findings of the investigation. 2. Quality Level -A Test Hole excavations will be an 8.5-in. x 11-in. Test Hole Data Form for each Test Hole performed indicating depth, size, location, and other notable characteristics of the utility. Electronic files will be provided in MicroStation format along with PDFs and photos. 3. Utility Contact List 4. Utility Conflict Matrix Spreadsheet 5. Utility Conflict Layout Exhibits 6. Meeting Minutes (delivered electronically) 7. Utility Certificates 8. Electronic CAD files FC 131- UTILITIES 1. UTI LITI ES a. Halff shall design approximately 4,030 linear feet of new waterline to be constructed within the ROW of the Old Settlers extension. The proposed waterline will connect to the CORR's existing system at two points, at the intersection of Old Settlers Blvd and Red Bud Ln and at an existing stub out from Pauling Loop, and terminate at CR 110. The connection to the water system off of Pauling 4 AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 CITY OF ROUND ROCK OLD SETTLERS EXTENSION Loop will require a dedicated utility easement on CORR property. b. Diameter of proposed main will be selected by CORR based on digital water modeling. c. Horizontal alignment will account for extension to the parcels south of Old Settlers ROW. If required, a minimum of two roadway crossings will be included in the design to allow for connection to the water system by the south parcels. d. Design shall conform to the CORR's utility criteria and standards. e. Plan Preparation i. Project Layout will show limits of waterline installation (one sheet at 1"=200') ii. Utility Notes applicable to this project provided by the City of Round Rock. iii. Project Specific Notes iv. Utility Plan & Profile (1"=40' horiz) v. City of Round Rock Standard Utility Details vi. Special details, as necessary f. Easement Documentation i. Halff shall prepare an easement document containing a metes and bounds description for a waterline easement that will encompass the proposed waterline from the edge of the Sienna development (Pawling Loop) to the new Old Settlers ROW. FC 150 — SURVEY 1. SURVEY a. The Engineer's Surveyor shall provide Supplemental Design Surveys as described below i. The Surveyor shall collect supplemental data for a typical design and topographic survey. Process data for DTM & Triangle Irregular Network (TIN) (21) & 31)), including but not limited to chains and points; planimetric maps (2D) & topographic maps, cross sections and/or drainage analysis and other needs as detailed below. ii. Typical DTM & topographic data includes but is not limited to: natural ground (NG), roadway surfaces, edge of pavement (EP), centerline, grade breaks, striping, driveways and side streets (determine driveway/side street radii), curb, ditches, culverts, headwalls, drainage structures, channel(s), riprap, power poles, signs, delineators, luminaries, fences, manholes, sewer lines, telephone boxes, junctions, etc., water valves, fire hydrants, pipeline crossings, gas meters, gas valves, etc., and any other visible utility. 1. Driveway and street/county road data collect type of surface (asphalt, concrete, seal coat, gravel, dirt, etc.), with or without culvert, type of culvert pipe, size, length, with or without Safety End Treatment (SET) for a distance of 200' beyond the existing Old Settlers Blvd. ROW. 2. Cross road structures data (includes culverts and bridge class structures), collect type, size, end treatment, etc., and profile for crossroad structure. 3. Bore Hole locations 4. Identify and photograph features (signs, mail boxes, etc.). 5. Trees- all trees of 8" diameter or greater shall be located and tied in. Information needed is trunk size, tree type and limits of canopy (size). 6. Develop pavement centerline alignment of existing pavement(s). 7. Run existing cross sections as a back check for errors in data or processing 8. Utility locations- Behind curbs, tie visible utility locations, including ties to above- ground features, such as power poles, valves, and other utility features to the right- of-way line either found by our surveyors or located for us by utility companies AGUIRRE & FIELDS, LP CITY OF ROUND ROCK CONTRACT: OLD SETTLERS EXTENSION SWA 01 TO WA 01 and/or other agencies. One -call will be notified prior to acquisition of survey. The Engineer shall not be liable for utilities not identified as part of the one -call at the time of survey. Note: does NOT include tying irrigation heads; irrigation heads are often below the grass and not readily visible/locatable. 9. The Texas Excavation Safety System, DIGTESS one call system (phone number 1-800- DIG-TESS) shall be notified for utility locations and prior to drilling, setting or driving anything including property corners or control monuments below 16" depth, as detailed by DIGTESS (http://www.digtess.org), which may impact or be impacted by the existence of any underground utility, whether visible or not. Note that some local or city utilities may not be a part of the DIGTESS system and may require separate notification. 10. Perform a bathymetric survey of McNutt Creek from face of dam to ± 200 feet north and merge data with DTM. Note: this information is necessary for bridge scour analysis. 11. As built survey of McNutt Creek bridge crossing to include: Top of road, top of rail, bottom chord, abutments, and bent locations for using in LOMR application package. b. Specifications & Standards for the Work: L The Engineer's Surveyor shall perform all work in accordance with the contract and the provisions, standards, specifications, manuals (City of Round Rock Transportation Criteria Manual, ROW- Vol. I, Procedures Preliminary to Release, et al), methods, procedures, deliverables, deliverable format and any other information contained within or referenced to in the contract as previously agreed to by both parties. c. Field Surveying Deliverables: L Data 1. Raw field data 2. Processed field data 3. Project digital pictures (delivered in .jpg format) 4. 3D & 2D Topo (.dgn) processed files in MicroStation/GeoPak SS10, with all chains and points included on the 30% existing survey. ii. Signed Right of Entry forms if ROE is acquired. iii. ROW Products 1. .dgn of Proposed and Existing ROW 2. Reference Deeds, support documents, scanned and in .pdf format. iv. Survey Control - Survey Control shall be furnished in two (2) forms- 1. The City's Control Sheet(s) format, which consists of: a. A Control Layout index map, which contains an overall view of the project area with the locations of primary and secondary control identified and labeled. b. A Horizontal and Vertical Control Sheet(s), which contains monument sketches of primary and secondary control points. Monument sketches shall tie monuments to a minimum of three existing features. c. Survey Control Sheet(s) information shall include the NGS or other basis monument(s) name or identification number, Texas Coordinate System (TCS) zone information, Grid and Surface values in X, Y, & Z coordinates, the Combined Adjustment Factor or Surface Adjustment Factor, and project AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 CITY OF ROUND ROCK OLD SETTLERS EXTENSION station and offset. d. Survey Control Sheet(s) shall be delivered as an 11" x 17" sized sheet as a MicroStation dgn and as a PDF. 2. An individual 8 %" x 11" Control Point Data Sheet for each primary control monument (delivered as original, interactive PDF file). v. All delivered control documentation shall be signed with a date of signature and sealed by a Texas RPLS. vi. Provide information on cross -sections used as a back check for errors in data or processing. vii. Raw GPS files. viii. For static GPS sessions, in RINEX format. ix. For RTK GPS, furnish reports of network information. x. ASCII file(s) of final position information. xi. MicroStation/GeoPak SS10 file (.dgn) of all drawings. 1. Shall include within the drawing file: Company name, address, telephone number, Surveyor's name, date(s) of survey and survey datum information. 2. Shall follow the naming convention "MDF "—Logical Name.dgn 3. E.g. "MDF212104065 Topo.dgn" xii. .gpk, .prj, .tin and .dat files that are compatible with MicroStation/GeoPak SS10 format. xiii. Upload all files to ProjectWise in appropriate folder. xiv. Preliminary Deliverables shall be delivered as scheduled, in full, to include all items as listed above. xv. Final Deliverables shall be delivered as scheduled, in full, to include all items as listed above no later than 15 days after the return of corrected Preliminary deliverables from the City to the consultant. FC 160 — ROADWAY DESIGN CONTROLS 1. ROADWAY DESIGN a. Horizontal Design —The Engineer shall refine the horizontal design for the Old Settlers Extension Project as described below: i. Refine and extend alignments for Old Settlers Blvd and Porano Circle (after supplemental survey is obtained). ii. Design ultimate configuration for the intersection at Old Settlers Blvd and CR 110. iii. Create horizontal alignment for reconstruction of Porano Circle at CR 110 (after supplemental survey is obtained). iv. Add driveway access to the City -owned parcel on the west side of McNutt Creek. v. Update OpenRoads design files, gpk, and Microstation base/sheet files as necessary. b. Vertical Design — The Engineer shall refine the vertical design for the Old Settlers Extension Project as described below: L Refine Old Settlers profile at creek and Siena MUD to minimize the need for proposed retaining walls. ii. Create profile for Porano Circle at CR 110. iii. Create profile for proposed driveway west of McNutt Creek. iv. Create profile for proposed sidewalk that ties to existing sidewalk at the Siena Park. v. Profile adjustments as necessary for storm sewer design. vi. Update OpenRoads design files, gpk, and Microstation base/sheet files as necessary. VA- AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 CITY OF ROUND ROCK OLD SETTLERS EXTENSION c. Review/Incorporate design for adjacent projects —The Engineer shall review and incorporate the design files for adjacent projects (including N Red Bud Ln and CR 110 South improvements) as described below: i. Organize and import design files into ProjectWise. ii. Update horizontal/vertical/cross sectional design of Old Settlers Blvd as necessary. iii. Update OpenRoads design files, gpk, and Microstation base/sheet files as necessary. d. 3D OpenRoads Model - The Engineer shall refine the 3D OpenRoads Model as the project design progresses and will perform the following tasks: L Update 3D OpenRoads model to reflect roadway design changes (horizontal/vertical/cross sectional) as necessary. This also includes (but is not limited to) model revisions for the shared use path/sidewalk, retaining walls, site grading, cross culverts. ii. Create 3D OpenRoads model using latest design files for the adjacent N Red Bud Ln project. This model will be used as future existing ground for the N Red Bud Ln intersection, where Old Settlers Blvd will tie into. iii. Create 3D OpenRoads model for Porano Circle at CR 110 (after supplemental survey is obtained). iv. Create proposed surface and .tin file. e. Proposed Cross Sections —The Engineer shall produce proposed cross sections at 50-foot intervals to submit with the 60% Plans. The Engineer shall: L Obtain/calculate cut and fill quantities - existing and proposed cross sections at 50 foot intervals will be created to determine cut and fill quantities. OpenRoads will be used to calculate quantities. ii. Cut cross sections using OpenRoads. iii. Create cross section plan sheets (11x17). This includes creation of a project specific sheet border, cross section annotation, and sheet clean up. iv. Design cross sections will be plotted on sheets and submitted separately. f. Cross Section Updates - The Engineer shall produce updated cross sections to submit with the 95% and Final Plans. 2. PLAN SET DRAFTING a. The Engineer shall produce 60%, 95% and Final plans for the Old Settlers Extension Project: L Title Sheet - will include project name and number; site location; project limits, design speed, signature blocks, and logos as directed by the City. ii. Index of Sheets iii. Project Layout (1"=200') iv. Typical Sections 1. Proposed typical section and existing typical section at tie in point. 2. Sections will include proposed pavement width, travel lanes, pavement structure, sidewalk location and typical cross slope requirements. 3. Typical section will depict typical right of way width. V. General Notes (provided by the City of Round Rock) vi. Removal Layout (1"=50) vii. Horizontal Alignment Data viii. Roadway Plan & Profile (1"=50') ix. Intersection Layout (1"=20') X. Proposed Grading (1"=50) xi. Roadway, Sidewalk, & Driveway Details 8 AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 CITY OF ROUND ROCK OLD SETTLERS EXTENSION xii. Roadway Standards b. The Engineer shall prepare/assemble 60%, 95% and Final plans, to be submitted in electronic and hard copy (11NIT') formats. This includes general CADD tasks related to the development of the Plans, Specifications, and Estimate, including supporting documentation. L File management for CADD, plan set, and supporting documents ii. Create and maintain PSET, pen tbl, resource files iii. Create base files (sheet border, clip shapes) iv. Set up motif/master container files for plan sheets V. Incorporate subconsultant sheets into plan set vi. Compile and PDF plan set, supporting documentation, design calculations vii. Print hard copies for submittal viii. Sign/seal final plan set c. Deliverables: i. 60% PS&E Package 1. 60% Plan Set, Specifications, and Construction Cost Estimate ii. 95% PS&E Package 1. 95% Plan Set, Specifications, and Construction Cost Estimate iii. Final PS&E Package 1. Final Signed/Sealed Plan Set, Specifications, and Construction Cost Estimate 2. All Open Roads, GEOPAK, and Microstation project files (.dgn, .gpk, .tin) iv. Deliverables will be submitted in both electronic and hard copy formats 3. QA/QC a. The Engineer shall submit QA/QC documentation of 60%, 95% and Final plans for the Old Settlers Extension Project. FC 161— DRAINAGE 1. DRAINAGE a. Bridge Scour Analysis —The Engineer shall perform a scour analysis of the proposed bridge crossing and provide the scour envelopes for use in the plans. The Engineer will also update the drainage report. L Perform a scour evaluation for the proposed bridge structure over McNutt Creek for 60%, 95% and final bridge plans. ii. Scope assumes the Engineer will provide two channel bed sieve analysis iii. Provide the potential scour depths, envelope, and recommended countermeasures, if needed. iv. The scour analysis report will be prepared as a separate document and may be included in the Final Drainage Report as an appendix. b. Final Drainage Report —The Engineer shall update the drainage analysis prepared during the schematic design phase. i. Update Drainage Report to reflect final design plans ii. Submit draft Drainage Report to City for review and approval iii. Scope assumes one (1) Drainage Report meeting with the City Floodplain Administrator. c. Conditional Letter of Map Revision (CLOMR) Submittal i. Prepare CLOMR submittal package for McNutt Creek for the 10-year, 50-year, 100-year, 9 AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 CITY OF ROUND ROCK OLD SETTLERS EXTENSION 500-year, and Ultimate 100-year frequency storm events based on the Upper Brushy Creek preliminary FEMA models provided by the City. These models are considered to be the best available data at this time. ii. Prepare effective, corrected effective, pre -project, and post project hydrology (if needed) and hydraulic models, and run cHECk-RAS for all HEC-RAS models. iii. Prepare exhibits and tables showing floodplain tie-in points upstream and downstream of the proposed project. iv. Update flood profiles, hydrology (if needed) and floodway data tables in the AS as needed. V. Prepare MT-2 FEMA forms for CLOMR submittal to City and FEMA. vi. Environmental Assessment to be included with the CLOW submittal. vii. Final proposed plans to be included with the CLOMR submittal. viii. Submit CLOMR to City Floodplain Administrator for review and approval. This scope assumes one (1) CLOMR meeting with the City Floodplain Administrator. ix. Submit CLOMR to FEMA for review and approval. A FEMA review fee is required upon submittal to FEMA and will be submitted on the Engineer's invoice as a pass -through expense to be paid by the City. X. Coordinate up to two (2) iterations with FEMA reviewers. d. Letter of Map Revision (LOMR) Submittal i. Prepare LOMR submittal package for McNutt Creek for the 10-year, 50-year, 100-year, 500- year, and ultimate 100-year frequency storm events based on the Upper Brushy Creek preliminary FEMA models provided by the City. These models are considered to be the best available data at this time. ii. Prepare effective, corrected effective, pre -project, and post project hydrology (if needed) and hydraulic models and run cHECk-RAS for all HEC-RAS models. iii. Prepare exhibits and tables showing floodplain tie-in points upstream and downstream of the proposed project. iv. Update flood profiles, hydrology (if needed) and floodway data tables in the FIS as needed. v. Prepare MT-2 FEMA forms for LOMR submittal to City and FEMA. vi. Final as -built plans signed and sealed by a licensed engineer to be included with the LOMR submittal. vii. Submit LOMR to City Floodplain Administrator for review and approval. This scope assumes one (1) LOMR meeting with the City Floodplain Administrator. viii. Submit LOMR to FEMA for review and approval. A FEMA review fee is required upon submittal to FEMA and will be submitted on the Engineer's invoice as a pass -through expense to be paid by the City. ix. Coordinate up to two (2) iterations with FEMA reviewers. e. Storm Drain Facilities i. Any proposed public drainage system will be designed to the twenty-five (25) year frequency storm based on fully developed conditions as appropriate. The one hundred (100) year frequency storm event will be designed to be contained within public rights of way or drainage easements as outlined in the latest City Drainage Criteria Manual. ii. The Engineer shall prepare existing and proposed drainage area maps, hydraulic link calculations, inlet calculations and quantity and cost estimates for all proposed storm drain facilities, not including the proposed bridge crossing. iii. Storm Sewer plan and profile sheets along with standards will be included in plan set. City standards will be used. TxDOT standards will be used for all design features which do not have 10 AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 CITY OF ROUND ROCK OLD SETTLERS EXTENSION an applicable City standard. iv. Culvert plan and profile sheets along with standards will be included in plan set. TxDOT standards will be used for all design features which do not have an applicable City standard. Scope assumes one culvert extension at Porano Circle and CR 110. v. This scope assumes storm drain design of the realignment of N Red Bud Ln and Old Settlers Blvd improvements west of Red Bud are to be performed by others. vi. Proposed detention facilities design or analysis of the City Regional Stormwater Management Program (RSMP) are not included in this scope. It is assumed detention facilities will not be required based on time frequencies of the proposed improvements relative to the overall basin timing for the creek. If the City requires install detention facilities or conduct a timing analysis for the RSMP, a Supplemental agreement may be required. vii. Deliverables: 1. 11X17 construction plans sheets for proposed storm drain infrastructure, storm and inlet calculations, culvert calculations and construction details. a. Existing and proposed drainage area maps including hydrology calculations (25 and 100-YR events) b. Storm drain plan and profile to include 25 and 100-YR HGL & QV,D calcs per conduit link c. Lateral profiles to include 25 and 100-YR HGL & QV,D calcs per conduit link d. Hydraulic calculation sheets (25 and 100-YR storm events) e. Inlet calculation sheet(s) (25 and 100-YR events) f. Standard detail sheets g. Custom detail sheet(s), as necessary h. Proposed culvert extension plan and profile, calculations, and construction details. i. Quantity Summary Sheet j. Cost Estimate (60%, 95%, Final) FC 162 —SIGNING, PAVEMENT MARKINGS, & SIGNALS 1. SIGNING & PAVEMENT MARKINGS a. The Engineer will develop a design for signing and pavement markings along the Old Settlers Blvd Extension. b. The Engineer will prepare plans for signing and pavement markings at a scale of 1"=50' and will include the following: 1. Signing & Pavement Marking Layouts 2. Small Sign Details 3. Summary of Small Signs Sheet 4. Standard Sheets using City of Round Rock and/or TxDOT Standards 2. SIGNAL DESIGN a. Signal Design Plans: The Engineer will develop plans to install new traffic signal at the future intersection of CR 110 and Old Settlers Blvd. The Engineer will also develop sheets for signal modifications at CR 110 and N Red Bud Lane. For this scope, the Engineer has assumed that the modifications will be limited to pedestrian equipment (ped-pole, push buttons and associated wiring) relocation only and does not include any plans to install new traffic signal poles and signal 11 AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 CITY OF ROUND ROCK OLD SETTLERS EXTENSION cabinet. b. The signal plans will be prepared at a scale of 1"=40' and will include the following sheets. i. Signal Layout sheet will show the locations of proposed signal poles, pedestrian poles, signal heads, communication equipment, electrical conduits, ground boxes, signal cabinet, new electrical service, existing utilities, right of way, and proposed roadway improvements. Locations of pedestrian poles and pedestrian access ramps will be designed in conformance with ADA requirements. Due to lateral and vertical clearance required from an overhead electric line (per the State law), the Engineer will coordinate with the City before finalizing locations of signal poles, where applicable. ii. Signal Elevation sheet will show placement of signal heads on a mast -arm and vertical clearance required for the mast -arm. iii. Conduit Chart and Electrical Wiring sheet will show the type and number of electrical wires in each conduit run. A new electrical service will be designed to support total electrical load due to the new traffic signal and safety lighting at the intersection. The electrical service will include two separate circuits for traffic signal and illumination. At the 60% field review meeting, the Engineer will coordinate with the City and local electric service provider to determine location of new electrical service. iv. Phasing & Detection sheet will show the proposed phasing at each intersection. Phasing and signal -heads for left -turn movements will be designed in conformance with 2011 Texas MUTCD. Video detection details for each movement will also be shown. v. APS load switch assignment sheet vi. Quantities sheet will be provided for the intersection. c. The Engineer will use latest general notes issued by the City and update appropriately as required for traffic signals. d. Deliverables: i. 60% Plans Submittal 1. Existing Conditions 2. Proposed Signal Layout 3. Signal Elevation 4. Opinion of Probably Construction Cost Estimate ii. 95% Plans Submittal 1. General Notes 2. Proposed Signal Layout 3. Signal Elevation 4. Electrical Wiring 5. Phasing and Detection 6. Estimated Quantities 7. City/TxDOT Standards (including Traffic Control Plans standards) 8. Opinion of Probably Construction Cost Estimate iii. Final Plans Submittal 1. Address any comments to plan sheets from 90% submittal 2. Issue signed and sealed plan sheets 3. Final cost estimate FC 163 - MISCELLANEOUS (ROADWAY) 1. TRAFFIC CONTROL 12 AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 CITY OF ROUND ROCK OLD SETTLERS EXTENSION a. Traffic Control Plans - The Engineer will develop Traffic Control Plans (TCP) for the Old Settlers Blvd Extension at N Red Bud Ln, Porano Circle, and CR 110 with accordance with the latest edition of the TMUTCD. The Engineer will: i. Provide a written narrative of the construction sequencing and work activities per phase and determine the existing and proposed traffic control devices (regulatory signs, warning signs, guide signs, route markers, construction pavement markings, barricades, flag personnel, temporary traffic signals, etc.) to be used to handle traffic during each construction sequence. ii. Develop each TCP to provide continuous, safe access to each adjacent property during all phases of construction and to preserve existing access. The Engineer shall notify the City in the event existing access must be eliminated and must receive approval from the City prior to any elimination of existing access. iii. Prepare each TCP in coordination with the City. The TCP must include interim signing for every phase of construction. Interim signing must include regulatory, warning, construction, route, and guide signs. The Engineer shall interface and coordinate phases of work, including the TCP, with adjacent Engineers, which are responsible for the preparation of the PS&E for adjacent projects. iv. Describe the type of work to be performed for each phase of sequence of construction and any special instructions (e.g. storm drain, culverts, bridges, railing, illumination, signals, retaining walls, signing, paving surface sequencing or concrete placement, ROW restrictions, utilities, etc.) that the contractor should be made aware to include limits of construction, obliteration, and shifting or detouring of traffic prior to the proceeding phase. v. Include the work limits, the location of channelizing devices, positive barrier, location and direction of traffic, work area, stations, pavement markings, and other information deemed necessary for each phase of construction. b. Deliverables: i. Traffic Control Plans (1"=50') ii. Traffic Control Narrative iii. Standard Sheets using City of Round Rock and/or TxDOT Standards 2. ILLUMINATION DESIGN a. Illumination Design Plans -The Engineer will develop illumination plans for continuous lighting along Old Settlers Blvd from N Red Bud Lane to CR 110. The Engineer will: i. Coordinate with the City to confirm preference on height and aesthetics for the light poles. ii. Develop a photometric model using lighting software AGi 32 to determine pole spacing such that minimum "Illuminance" requirements are satisfied per AASHTO guidelines. iii. Conduct electrical and voltage drop calculations to determine wire and conduit sizes, and number and details of electrical services required along the project corridor. iv. Coordinate with ONCOR and City staff to determine locations to draw power and set electrical services. v. Prepare layout sheets at appropriate scale to show location of poles, conduits, and wiring. The plans will also include conduit and wire charts, details on electrical services, and quantity summaries. vi. Develop opinion of probable construction cost (OPCC) at the 95% and prior to final PS&E submittal. 13 AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 b. Deliverables: CITY OF ROUND ROCK OLD SETTLERS EXTENSION i. 60% Submittal — Photometric Layout ii. 95% Plans Submittal 1. Proposed Illumination Layout 2. Electrical Wiring & Conduit Charts 3. City/TxDOT Standards (including Traffic Control Plans standards) 4. Quantity Summary Sheets 5. Opinion of Probable Construction Cost Estimate 3. EROSION CONTROL a. The Engineer shall develop Storm Water Pollution Prevention (SW3P), on separate sheets from (but in conformance with) the TCP, to minimize potential impact to receiving waterways. The SW3P shall include text describing the plan, quantities, type, phase, and locations of erosion control devices and any required permanent erosion control. b. The Engineer shall develop SW3P plans for Old Settlers Blvd, N Red Bud Ln, Porano Circle, and CR 110. This includes: L Proposed erosion control design ii. Storm Water Pollution Prevention Plan (SW3P) sheets at 1"=50' 3. Standard Sheets using City of Round Rock and/or TxDOT Standards c. Deliverables: L SW3P Layout Sheets ii. SW3P Standards 4. COMPUTE & TABULATE QUANTITIES a. The Engineer shall compute and tabulate quantities for all applicable pay items. b. The Engineer shall document assumptions and calculations for each pay item. c. Deliverables: L Quantity Summary Sheets ii. Quantity Calculations and Assumptions S. CONSTRUCTION COST ESTIMATE a. The Engineer shall provide a construction cost estimate with unit prices and bid schedule with each submittal (60%, 95%, and Final Plans). b. The Engineer shall provide a basis of estimate to detail assumptions made for bid item prices and formulas used (if applicable) for each bid item. c. Deliverables: i. Construction Cost Estimate ii. Basis of Estimate 6. SPECIFICATIONS & GENERAL NOTES a. The Engineer shall compile General Notes, Specifications and Special Provisions as needed. b. The Engineer shall prepare the Project Manual (Bid Documents), including a signed & sealed Cover Page, Bid Addenda, Bid Form, Technical Specifications, Plan Drawings, and Geotechnical Report. b. Deliverables: i. General Notes Sheets ii. List of applicable project Specifications and Special Provisions FC 164 - PROJECT MANAGEMENT & ADMINISTRATION 14 AGUIRRE & FIELDS, LP CITY OF ROUND ROCK CONTRACT: OLD SETTLERS EXTENSION SWA 01 TO VITA 01 1. PROJECT MANAGEMENT & ADMINISTRATION a. Meetings i. The Engineer has provided for four design meetings and six stakeholder meetings at two hours each. b. General Contract Administration i. Prepare invoices and monthly written progress reports for the project. ii. Project coordination with the City to include documenting correspondence and meeting minutes. iii. Project Coordination with Sub -Consultants to include documenting correspondence and meeting minutes. iv. Prepare, distribute and file both written and electronic project correspondence. v. Update project schedule as necessary. vi. Direct Expenses for travel and copies is included in the fee. FC 170 — STRUCTURAL 1. BRIDGE LAYOUT a. Bridge Layout - The Engineer shall comply with all relevant sections of the latest edition of the State's LRFD Bridge Design Manual, Bridge Project Development Manual, Bridge Detailing Guide and AASHTO LRFD Bridge Design Specifications and respective checklists to prepare Bridge Layout (1"=40' scale) and Typical Sections for approval before proceeding to detail design. Additional Bridge Layout requirements for waterway structures include: i. Design and 100-year peak discharges ii. Design and 100-year high water (HW) and any recorded HW data available iii. Natural and through bridge velocities for design and 100-year floods iv. Calculated backwater for design and 100-year floods v. Direction of flow for waterway crossings vi. Contours for water crossing b. Deliverables: i. Bridge Layout Sheets 2. BRIDGE DETAILS & DESIGN a. Bridge Details & Design - The Engineer shall prepare final details and design calculations in accordance with standard requirements of the State as listed above. Specific bridge items relevant to this project include: L Soil boring data will be utilized for foundation design and details. ii. Scour data will be incorporated in bent and foundation design. iii. Deck drains, as necessary. iv. Bridge lighting, as necessary. v. Sidewalks or shared -use path shall be included along each side of the bridge. TxDOT combination bridge railing with a minimum height of 42" shall be selected for use. vi. Non-standard bridge aesthetics are anticipated in lieu of standard TxDOT rectangular cap bents with circular columns. The level of effort in the detailing process is expected to be above that associated with a standard TxDOT bridge project. The Consultant will work with the City to develop the project aesthetic details. 15 AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 CITY OF ROUND ROCK OLD SETTLERS EXTENSION vii. Applicable TxDOT Standards will be printed by the Consultant for inclusion in the plan set. (Any TxDOT Standards modified by the Consultant will be signed and sealed for the modification.) b. Deliverables: ii. Bridge Detail Sheets iii. Bridge Standards 3. RETAINING WALLS a. Retaining Walls - The Engineer shall prepare plans, details and standards for up to eight (8) retaining wall locations. Fill embankment MSE walls are anticipated along each side of each approach to the bridge. Other retaining wall types such as spread footing, soil nail, or drilled shaft will be considered as appropriate although not anticipated at this time. Typical retaining wall layout (1"=50' scale) requirements include: i. Plan View 1. Designation of reference line 2. Beginning and ending retaining wall stations 3. Offset from reference line 4. Horizontal curve data S. Total length of wall 6. Face of wall 7. All wall dimensions and alignment relations (alignment data as necessary) 8. Soil boring locations 9. Drainage, signing, lighting, etc. that is mounted on or passing through the wall. 10. Subsurface drainage structures or utilities which could be impacted by wall construction. ii. Elevation View 1. Top of wall elevations 2. Existing and finished ground line elevations 3. Vertical limits of measurement for payment 4. Type, limits and anchorage details of railing (only if Traffic Railing foundation standard is not being used on this project) 5. Top and bottom of wall profiles plotted at correct station & elevation. 6. Retaining Wall Details: As required for non-standard elements such as drilled shaft wall details or transitions from one wall type to another. 7. Retaining Wall Aesthetic details: The Engineer shall provide details for, but not limited to, coping, fascia, rip rap and railings. 8. Limits of temporary shoring. 9. Underdrains 10. Soil improvement, if applicable. 11. Drainage, signing, lighting, etc. as noted above 12. Drainage structures and utilities as noted above iii. Typical Section 1. Reinforced Volume 2. Underdrain location 3. Soil improvements, if applicable. b. Deliverables: L Retaining Wall Layouts 16 AGUIRRE & FIELDS, LP CITY OF ROUND ROCK CONTRACT: OLD SETTLERS EXTENSION SWA 01 TO WA 01 ii. Retaining Wall Standards FC 309 — CONSTRUCTION PHASE SERVICES 1. CONSTRUCTION PHASE SERVICES a. The Engineer shall provide Construction Phase Services at the written request of the City's Project Manager. The written request shall include a description of the work requested, a mutually agreed upon time limit, and any special instructions for coordination and submittal. These services shall include, but are not limited to the following: L Review and approval of Contractor Submittals, shop drawings, and forming details. ii. Attend pre -construction and pre -bid meetings. iii. Attend up to three (3) field meetings to discuss pole locations. iv. Respond to requests for information (RFIs). v. Provide clarification as requested. vi. Provide corrected plans for any Change Orders. vii. Provide as -built plans upon completion of the project. viii. Review signal timing plans during construction. SUMMARY OF DELIVERABLES 1. FC 110 — ROUTE DESIGN & STUDIES a. Design Concept Conference Notes for approval b. Design Summary Report (DSR) c. Signed/Sealed Geotechnical Report d. Boring Logs e. Updated Signal Warrant Technical Memo 2. FC 130 — RIGHT OF WAY DATA a. Legal description for each parcel (signed and sealed). Up to six (5) exhibits. b. Survey plat on 81/2"x11" for each parcel (signed and sealed). c. Area computation sheets for legal descriptions and plats and ROW maps for all parcels. d. SUE plan sheets e. Test Hole Data f. Utility Contact List g. Utility Conflict Matrix Spreadsheet h. Utility Conflict Layout Exhibits i. Utility Meeting Minutes j. Utility Certificates k. Electronic CAD Files 3. FC 131— UTILITIES a. Project Layout b. Utility/Project Specific Notes c. Utility Plan & Profile Sheets d. Standard Detail Sheets e. Special Detail Sheets (as necessary) 17 AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 4. FC 150 — SURVEY CITY OF ROUND ROCK OLD SETTLERS EXTENSION a. Signed Right of Entry forms if ROE is acquired b. Reference Deeds, support documents, scanned and in .pdf format. c. Control Layout index map d. Horizontal and Vertical Control Sheet e. Survey Control Sheet f. Control Point Data Sheet g. 3D & 2D Topo (.dgn) processed files in MicroStation/GeoPak SS10, with all chains and points included on the 30% existing survey. 5. FC 160 — ROADWAY DESIGN CONTROLS a. Title Sheet b. Index of Sheets c. Project Layout Sheets d. Typical Section Sheets e. General Notes Sheet f. Removal Layout Sheets g. Horizontal Alignment Data Sheets h. Roadway Plan & Profile Sheets i. Intersection Layout Sheets j. Proposed Grading Sheets k. Roadway, Sidewalk, & Driveway Detail Sheets I. Roadway Standards 6. FC 161— DRAINAGE a. Existing and proposed drainage area maps including hydrology calculations (25 and 100-YR events) b. Storm drain plan and profile to include 25 and 100-YR HGL & Q,V,D talcs per conduit link c. Lateral profiles to include 25 and 100-YR HGL & Q,V,D talcs per conduit link d. Hydraulic calculation sheets (25 and 100-YR storm events) e. Inlet calculation sheet(s) (25 and 100-YR events) f. Standard detail sheets g. Custom detail sheet(s), as necessary h. Proposed culvert extension plan and profile, calculations, and construction details. i. Quantity Summary Sheet j. Cost Estimate 7. FC 162 — SIGNING, PAVEMENT MARKINGS, & SIGNALS a. Signing & Pavement Marking Layout Sheets b. Small Sign Details c. Summary of Small Signs Sheet d. Signing & Pavement Marking Standards e. Existing & Proposed Signal Layout Sheets 8. FC 163 — MISCELLANEOUS (ROADWAY) a. Traffic Control Narrative b. Traffic Control Plan Sheets 18 AGUIRRE & FIELDS, LP CONTRACT: SWA 01 TO WA 01 c. Traffic Control Standards d. Illumination Layout Sheets e. Illumination Standards f. Electrical Wiring & Conduit Charts g. Erosion Control Sheets h. Erosion Control Standards i. Quantity Summary Sheets j. Construction Cost Estimate k. Basis of Estimate I. List of applicable Project Specifications m. Project Manual 9. FC 164 — PROJECT MANAGEMENT & ADMINISTRATION a. Monthly Progress Report and Invoices b. Project Documentation and Meeting Minutes 10. FC 170 — STRUCTURAL a. Bridge Layout Sheets b. Bridge Detail Sheets c. Bridge Standards d. Retaining Wall Layouts e. Retaining Wall Standards 11. FC 309 — CONSTRUCTION SERVICES a. Bridge Layout Sheets b. Bridge Detail Sheets c. Bridge Standards CITY OF ROUND ROCK OLD SETTLERS EXTENSION 19 ADDENDUM TO EXIiIBIT C Work Schedule Attached Behind This Page ADDENDUM TO EXHIBIT C - SWA01 ID Task Name Old Settlers Preliminary Design Schedule Old Settlers PS&E Design and Construction Schedule Project Setup NTPfor SWA02 Project setup & subconsultant agreements Supplemental Survey Mobilization Field work Processing ROW Prepare ROW Documents 60% PS&E 60% design Finalize easement limits Design Concept Conference Update Signal Warrant Tech Memo Geotechnical Field Work Geotechnical Laboratory Testing Update Geotechnical Report Update Environmental Reports 60% QA/QC (Internal) Address QA/QC Comments Submit 60% PS&E Deliverables to A&F Submit 6D% PS&E to City 6000/ PS&E Review (by City) Finalize Bridge Design/H&H Finalize Environmental Reports Flood Plain Study CLOMR Prepare CLOMR Submittal CLOMR Package Review (by City) Submit CLOMR to FEMA CLOMR Review 95% PS&E 95% design 95% QA/QC (Internal) Address QA/QC Comments Submit 95% PS&E Deliverables to A&F Submit 95% PS&E to City 95% PS&E Review (by City) Final PS&E Final design Finalize Drainage Report Work Days 389 days 651 days 7 days 0 days 7 days 30 days 5 days 15 days 10 days 20 days 20 days 90 days 35 days 15 days 0 days 30 days 8 days 20 days 5 days 23 days 3 days 5 days 0 days 0 days 15 days 10 days 10 days 10 days 110 days 10 days 10 days 0 days 90 days 65 days 40 days 3 days 5 days 0 days 0 days 15 days 56 days 35 days 30 days Start Thu 2/27/20 Toe 11/2/21 Tue 11/2/21 Tue 11/2/21 Tue 11/2/21 Thu 11/11/21 Thu 11/11/21 Thu 11/18/21 Thu 12/9/21 Tue 11/23/21 Tue 11/23/21 Tue 1112/21 Tue 11/2/21 Tue 11/2/21 Mon 11/22/21 Thu 11/11/21 Thu 11/11/21 Thu 12/2/21 Thu 12/30/21 Tue 11/23/21 Tue 1/4/22 Fri 1/7/22 Fri 1/14/22 Tue 1/18/22 Tue 1/18/22 Tue 2/8/22 Tue 2/8/22 Tue 2/22/22 Tue 3/8/22 Tue 3/8/22 Tue 3/22/22 Mon 4/4/22 Tue 4/5/22 Tue 2/8/22 Tue 2/8/22 Tue 4/5/22 Fri 4/8/22 Fri 4/15/22 Tue 4/19/22 Tue 4/19/22 Tue 5/10/22 Tue 5/10/22 Tue 5/10/22 Finish Thu 8/26/21 Tue 4/30/24 Wed 11/10/21 Tue 11/2/21 Wed 11/10/21 Wed 12/22/21 Wed 11/17/21 Wed 12/8/21 Wed 12/22/21 Mon 12/20/21 Mon 12/20/21 Mon 3/7/22 Mon 12/20/21 Mon 11/22/21 Mon 11/22/21 Wed 12/22/21 Mon 11/22/21 Wed 12/29/21 Wed 1/5/22 Thu 12/23/21 Thu 1/6/22 Thu 1/13/22 Fri 1/14/22 Tue 1/18/22 Mon 2/7/22 Mon 2/21/22 Mon 2/21/22 Mon 3/7/22 Mon 8/8/22 Mon 3/21/22 Mon 4/4/22 Mon 4/4/22 Mon 8/8/22 Mon 5/9/22 Mon 4/4/22 Thu 4/7/22 Thu 4/14/22 Fri 4/15/22 Tue 4/19/22 Mon 5/9/22 Tue 7/26/22 Mon 6/27/22 Mon 6/20/22 Predecesso 47 48 48 50 51 57 47 47 57 48 48 60 61 57 64 67 68 68 69 71 73 74 75 68 68 79 82 83 83 83 Half 1, 2022 Half 2, 2022 Half i, 2023 Half 2, 2023 Haif i, 2024 0ND 1 A 1 45 r9 0 11/2 p1 0 11/22 h ■1 ♦ 1/14 1/18 _ 4/4 h ■1 4/15 4/19 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 Project OLD SETTLERS EXT Date: Mon 9/27/21 Task Split Milestone Summary Project Summary Inactive Task ♦ Inactive Milestone r­­­1 Inactive Summary 0 0 Manual Task Duration -only Manual Summary l Manual Summary Start -only Finish -only Rollup External Tasks r­­­" External Milestone C Deadline i ] Progress Manual Progress O Page 1 of 1 k Name Work Days Start (Finish Predl Finalize Geotechnical Report 30 days — Tue 5/10/22 Mon 6/20/22 83 Final QA/QC (Internal( 3 days Wed 6/22/22 Fri 6/24/22 Address QA/QC Comments 5 days Mon 6/27/22 Fri 7/1/22 88 Prepare Project Manual 20 days Tue 6/28/22 Mon 7/25/22 85 Submit Final PS&E Deliverables to A&F 0 days Fri 7/1/22 Fri 7/1/22 Submit Final PS&E to City 1 day Tue 7/5/22 Tue 7/5/22 Final PS&E Review (by City( 15 days Wed 7/6/22 Tue 7/26/22 92 Bidding & Construction 451 days Tue 8/9/22 Tue 4130/24 CORR Processing 20 days Tue 8/9/22 Mon 9/5/22 76 Letting 1 day Tue 9/6/22 Tue 9/6/22 95 Construct Project 250 days Wed 9/7/22 Tue 8/22/23 96 As -Built Survey 10 days Wed 8/23/23 Tue 9/5/23 97 Issue As -Built Drawings 10 days Wed 9/6/23 Tue 9/19/23 98 Prepare LOMR Submittal 10 days Wed 9/20/23 Tue 10/3/23 99 LOMR Package Review (by City) 10 days Wed 10/4/23 Tue 10/17/23 100 Submit LOMR 0 days Tue 10/17/23 Tue 10/17/23 101 LOMR Review 120 days Wed 10/18/23 Tue 4/2/24 102 Project Closeout 20 days Wed 4/3/24 Tue 4/30/24 103 ADDENDUM TO EXHIBIT C - SWA01 1 Hag 1, 2022 Hag 2, 2022 Half 1, 2023 Half 2, 2023 _Q_� �J_J�L_L.L�L—M. �— _.— .l S 1 0 1 N D_1. 1�—M_.LA I M , mol ♦ 7/1 L Task Project Summary 0 0 Manual Task Start -only C Deadline i Project: OLD SETTLERS EXT Split ....................... Inactive Task Duration -only Finish -only 3 Progress Date: Mon 9/27/21 Milestone ♦ Inactive Milestone Manual Summary Rollup --a External Tasks Manual Progress Summary r­­" inactive Summary 9 Manual Summary Irk External Milestone J Page 2 of 1 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP PROJECT NAME: OLD SETTLERS EXTENSION TASK TOTAL LABOR HOURS TOTAL PRIME LOADED LABOR COST OTHER DIRECT COSTS SUBCONSULTANTS TOTALS FC 110 ROUTE & DESIGN STUDIES 194 $3,900.00 $21,964.40 $25,864.40 FC 120 PUBLIC INVOLVEMENT 92 $9,470.00 $9,470.00 FC 130 RIGHT OF WAY DATA 787 $3,780.00 $113,437.00 $117,217.00 FC 131 UTILITIES 275 $40,501.00 $40,501.00 FC 150 SURVEY 171 $24,260.00 $24,260.00 FC 160 ROADWAY DESIGN CONTROLS 975 $107,880.00 $107,880.00 FC 161 DRAINAGE 1204 $164,270.00 $164,270.00 FC 162 SIGNING, PAVEMENT MARKINGS, & SIGNALS 353 $19,820.00 $26,490.00 $46,310.00 FC 163 MISCELLANEOUS (ROADWAY) 693 $62,380.00 $26,545.00 $88,925.00 FC 164 PROJECT MANAGEMENT & ADMINISTRATION 311 $37,520.00 $20,836.60 $58,356.60 FC 170 STRUCTURAL 1236 $175,845.00 $175,845.00 FC 309 CONSTRUCTION PHASE SERVICES 198 $14,660.00 $14,980.00 $29,640.00 ODES OTHER DIRECT EXPENSES $46,380.70 $46,380.70 [GRAND TOTAL: 6489 $425,785.00 $46,380.70 $462,754.00 $934,929.70 Page 1 of 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP PROJECT: OLD SETTLERS EXTENSION METHOD OF PAYMENT: LUMP SUM PRIME PROVIDER: AGUIRRE & FIELDS, LP FEE % OF TOTAL FEE FCOMPANY E &FIELDS, LP $426,470.80 46% SSOCIATES $399,744.00 43% HT, PES $20,747.60 2% KIMELY HORN $74,788.10 8% CD&P $13,169.20 1% TOTAL $934,919.70 100.00% FUNCTION CODE TASK NAME AFLP HALFF FORESIGHT KIMLEY HORN CD&P TOTAL FC 110 ROUTE & DESIGN STUDIES $3,900.00 $13,804.40 $8,160.00 $25,864.40 FC 120 PUBLIC INVOLVEMENT $9,470.00 $9,470.00 FC 130 RIGHT OF WAY DATA $3,780.00 $113,437.00 $117,217.00 FC 131 UTILITIES $40,501.00 $40501.00 FC 150 SURVEY $24,260.00 $24,260.00 FC 160 ROADWAY DESIGN CONTROLS $107,880.00 $107,880.00 161 DRAINAGE $164,270.00 $164,270.00 IFC FC 162 SIGNING, PAVEMENT MARKINGS, & SIGNALS $19,820.00 $26,490.00 $46,310.00 FC 163 MISCELLANEOUS ROADWAY $62,380.00 $26,545.00 $88,925.00 FC 164 PROJECT MANAGEMENT & ADMINISTRATION $37,520.00 $9,396.00 $2,690.60 $5,600.00 $3,150.00 $58,356.60 FC 170 STRUCTURAL $175,845.00 $175,845.00 FC 309 CONSTRUCTION PHASE SERVICES $14,660.00 $8,130.00 $6,850.00 $29,640.00 ODES OTHER DIRECT EXPENSES $685.80 $39,750.00 $4,252.60 $1,143.10 $549.20 $46,380.70 TOTAL $426,470.80 $399,744.00 $20,747.60 $74,788.10 $13,169.20 $934,919.70 PAGE 2 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP PRIME PROVIDER NAME: AGUIRRE & FIELDS, LP ASK DESCRIPTION PROJECT MANAGER PROJECT ENGINEER ENGINEER IN TRAINING SENIOR ENGINEER TECHNICIAN CADD OPERATOR ADMIN/ CLERICAL TOTAL LABOR HOURS &COSTS FC 110 - ROUTE & DESIGN STUDIES DATA COLLECTION & FIELD RECONNAISSANCE REVIEW AS -BUILT& CITY PROVIDED PLANS 4 2 6 REVIEW SUPPLEMENTAL SURVEY 1 2 2 2 7 SITE VISIT & FIELD RECONNAISSANCE 2 2 2 6 DESIGN CRITERIA DESIGN CONCEPT CONFERENCE 2 2 4 DESIGN SUMMARY REPORT 1 2 3 HOURS SUB-TDTAIS 6 12 6 2 0 0 26 CONTRACT RATE PER HOUR $200.D0 $150.00 $110.00 $120.00 $80.00 $80.00 [TOTAL LABOR COSTS $1,200.00 $1,800.00 $660.00 $240.00 $0.00 $0.00 $3,900.00 %DISTRIBUTION OF STAFFING 23.1% 46.2% 23.1% 7.7% D.D% 0.0% SUBTOTAL (FC 110) $3,900.00 ASK DESCRIPTION PROJECT MANAGER PROJECT ENGINEER ENGINEER IN TRAINING SENIOR ENGINEER TECHNICIAN CARD OPERATOR ADMIN/ CLERICAL TOTAL LABOR HOURS & COSTS FC 330 - RIGHT OF WAY DATA RIGHT OF WAY MAP FINALIZE PROPOSED RIGHT OF WAY & CONSTRUCTION EASEMENTS 1 4 4 9 REVIEW SURVEY ROW DOCUMENTS 2 2 4 REVIEW UTILITY CONFLICTS & COORDINATE W/CITY 4 1 4 1 4 1 1 12 HOURS SUB -TOTALS 7 30 8 0 0 0 25 CONTRACT RATE PER HOUR $200.00 $150..0 $130.00 $320.00 $B0.00 $80.00 TOTAL LABOR COSTS $3,400.00 $1,500.00 $860.00 $0.00 $0.00 $0.00 $3,780.00 %DISTRIBUTION OF STAFFING 2&0% 40.0% 32.0% 0.D% 0.0% 0.0% SUBTOTAL (FC 130( $3,780.00 PAGE 3 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP PRIME PROVIDER NAME: AGUIRRE & FIELDS, LP ASK DESCRIPTION PROJECT MANAGER PROJECT ENGINEER ENGINEER IN TRAINING SENIOR ENGINEER TECHNICIAN CADD OPERATOR ADMIN/ CLERICAL TOTAL LABOR HOURS & COSTS FC 260 - ROADWAY DESIGN CONTROLS ROADWAY DESIGN HORIZONTAL DESIGN 2 14 24 40 VERTICAL DESIGN 2 14 24 40 REVIEW/INCOPORATE ADJACENT PROJECT DESIGN (60%, 95%, & FINAL) 4 24 32 8 8 76 3D OPENROADS MODEL 40 40 80 PROPOSED CROSS SECTIONS (50' INTERVALS) 1 12 30 4 32 79 CROSS SECTION UPDATES (95%, & FINAL) 1 12 30 4 32 79 PLAN SET DRAFTING PROJECT TITLE SHEET 1 1 2 B 12 INDEX 1 1 4 8 14 PROJECT LAYOUT(1"=200') 1 4 8 13 PROPOSED& EXISTING TYPICAL SECTIONS 1 4 24 48 77 REMOVAL LAYOUT(1"=SO') 2 8 24 34 HORIZONTAL ALIGNMENT DATA 1 4 4 9 ROADWAY PLAN & PROFILE (1"=50') 2 2 32 48 84 INTERSECTION LAYOUT(1"=20') 1 2 24 24 51 PROPOSED GRADING (1"=50') 1 8 12 32 53 ROADWAY, SIDEWALK & DRIVEWAY DETAILS 1 8 8 32 49 ROADWAY STANDARDS 1 2 1 2 1 12 17 PREPARE/ASSEMBLE PS&E (60%, 95%, & FINAL) 1 2 12 24 6 32 76 QA/QC PERFORM QA/QC FOR SUBMITTALS (60%, 95%, & FINAL) 12 40 40 92 HOURS SUB -TOTALS 33 200 368 22 352 0 975 CONTRACT RATE PER HOUR $200.00 $150.00 $110.00 $120.00 $80.00 $80.00 OTAL LABOR COSTS 56,600.00 $30,000.00 $40,480.00 $2,640A0 $28,160.01) $0.00 $107,880.00 % DISTRIBUTION OF STAFFING 3.4% 20.5% 37.7% 2.3% 36.1% 0.0% [SUBTOTAL (FC 160) $107,880.00 ASK DESCRIPTION PROJECT MANAGER PROTECT ENGINEER ENGINEER IN TRAINING SENIOR ENGINEER TECHNICIAN CADD OPERATOR ADMIN/ CLERICAL TOTAL LABOR HOURS &COSTS FC 162 - SIGNING, PAVEMENT MARKINGS, & SIGNALS SIGNING & PAVEMENT MARKINGS SIGNING& PAVEMENT MARKING LAYOUT(1"=50') 1 24 40 56 121 SMALL SIGN DETAILS 1 4 16 8 8 37 SUMMARY OF SMALL SIGNS 1 4 4 2 11 SIGNING & PAVEMENT MARKING STANDARDS 1 2 4 8 15 HOURS SUB -TOTALS 4 34 64 1 8 74 1 0 1 184 CONTRACT RATE PER HOUR $200.11 $11111 $11111 $120.00 $80.00 $80.00 TOTAL IA80R COSTS $800.00 $5,100.00 $7,040.00 $960.00 $5,920.00 $0.00 $19,820.00 % DISTRIBUTION OF STAFFING 1.9% 16.3% 30.8% 3.8% 35.691 1.. UBTOTAL (FC 162) $19,820.00 PAGE 4 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP PRIME PROVIDER NAME: AGUIRRE & FIELDS, LP ASK DESCRIPTION PROJECT MANAGER PROJECT ENGINEER ENGINEER IN TRAINING SENIOR ENGINEER TECHNICIAN CADD OPERATOR ADMIN/ CLEflICAL TOTAL LABOR HOURS &COSTS FC 163-MISCELLANEOUS (ROADWAY) TRAFFIC CONTROL TRAFFIC CONTROL NARRATIVE 2 4 4 4 14 TRAFFIC CONTROL LAYOUT (1"=50') 1 16 40 48 105 TCP STANDARDS 1 2 8 4 15 EROSION CONTROL SWP3 LAYOUT(1"=50'I 1 16 32 48 97 SWP3 STANDARDS 2 8 4 14 COMPUTE & TABULATE QUANTITIES COMPUTE TCP QUANTITIES (60%, 95%, & FINAL) 1 4 8 13 DEVELOP TCP SUMMARY SHEETS 4 4 4 12 COMPUTE REMOVAL QUANTITIES (60%, 95%, &FINAL) 4 4 8 DEVELOP REMOVAL SUMMARY SHEETS 4 4 4 12 COMPUTE ROADWAY QUANTITIES (60%, 95%, & FINAL) 1 4 24 29 DEVELOP ROADWAY SUMMARY SHEETS 4 8 4 16 COMPUTE SIGNING & PAVEMENT MARKING QUANTITIES (60%, 95%, & FINAL) 4 12 16 DEVELOP SIGNING& PAVEMENT MARKING SUMMARY SHEETS 1 4 4 4 13 COMPUTE SWP3 QUANTITIES (60%, 95%, & FINAL) 1 4 8 13 DEVELOP SWP3 SUMMARY SHEETS 4 4 4 12 CONSTRUCTION COST ESTIMATE (60%, 9S%, & FINAL) COST ESTIMATE 6 16 24 46 BASIS OF ESTIMATE 2 4 4 10 SPECIFICATIONS & GENERAL NOTES SPECIFICATIONS& SPECIAL PROVISIONS 4 6 4 14 GENERAL NOTES 4 4 4 12 PREPARE PROJECT MANUAL 6 32 16 54 HOURS SUB-TDTALS 31 142 224 0 128 0 52S CONTRACT RATE PER HOUR $200.DO $150.DID $110.00 $120.00 $80.00 $80.00 TOTAL LABOR COSTS $6,200.00 $21,300.00 $24,640.D0 $0.00 $10,240.00 $0.00 $62,380.00 %DISTRIBUTION OF STAFFING 14.9% 68.3% 107.7% 0.0% 61.5% 0.0% SUBTOTAL (FC 1631 $62,380.00 PAGE 5 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D-SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP PRIME PROVIDER NAME: AGUIRRE & FIELDS, LP TASK DESCRIPTION PROJECT MANAGER PROJECT ENGINEER ENGINEER. IN TRAINING SENIOR ENGINEER TECHNICIAN CADD OPERATOR ADMIN/ CLERICAL TOTAL LABOR HOURS &COSTS FC 164-PROJECT MANAGEMENT & ADMINLS7MTION GENERAL ADMINISTRATIO N PROJECT MANAGEMENT & COORDINATION WITH CORR (14 MONTHS) 56 14 70 PROJECT MANAGEMENT& COORDINATION WITH SUB CONSULTANTS 114 MONTHS) 56 14 70 PREPARE INVOICES & MONTHLY PROJECT PROGRESS REPORTS (14 MONTHS) 14 14 28 ATTEND & PREPARE FOR FOUR (4) DESIGN MEETINGS 8 8 16 ATTEND & PREPARE FOR UP TO 51K (6) STAKEHOLDER MEETINGS 12 12 24 HOURS SUB -TOTALS 146 48 0 0 0 14 208 CONTRACT RATE PER HOUR $200.DD $150.00 $110,00 $120.00 $80.00 $80.00 TOTAL LABOR COSTS $29,200.DD $7,200.00 $0,00 $0.00 $0.00 $1,120.D0 $37,520.00 DISTRIBUTION OF STAFFING 70.2% 23.1% 0.0% 0.0% OJ)% 6.7% UBTOTAL IFC 164) $37,52D.00 PAGE 6 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D -SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP PRIME PROVIDER NAME: AGUIRRE & FIELDS, LP ASK DESCRIPTION SENIOR STRUCTURAL ENGINEER STRUCTURAL ENGINEER ENGINEER IN TRAINING TECH CADD OPERATOR ADMIN/ CLERICAL TOTAL LABOR HOURS & COSTS FC 170 - STRUCTURAL BRIDGE LAYOUT BRIDGE LAYOUTS (1"=40' scale) (EB & WB Bridges) (60%, 95%, FINAL) 12 22 22 8 8 72 BRIDGE TYPICAL SECTIONS IEB & WB Bridges) (60%, 95%, FINAL) 2 12 10 4 4 32 BRIDGE BORING LOG SHEETS (95%, FINAL) 1 9 8 3 3 24 BRIDGE DETAILS & DESIGN ESTIMATED BRIDGE QUANTITY SUMMARY & BEARING SEAT ELEVATIONS (60%, 95%, FINAL) 6 28 22 8 8 72 ABUTMENT DETAILS (60%, 95%, FINAL) 12 58 44 15 15 144 BENT DETAILS (60%, 95%,FINAL) 12 58 44 15 15 144 FRAMING PLAN (60%, 95%, FINAL) 4 16 12 4 4 40 PRESTR CONCRETE GIRDER UNIT PLAN (60%, 95%, FINAL) 6 24 18 5 6 60 PRESTR CONCRETE GIRDER UNIT TYPICAL SECTION (60%, 95%, FINAL) 6 24 38 6 6 60 BRIDGE AESTHETIC DETAILS (95%, FINAL) 3 14 11 4 4 36 IGND DETAILS & GIRDER DESIGN (60%, 95%, FINAL) 2 12 30 4 4 32 PREPARE TXDOT STANDARDS 3 9 6 3 3 24 REVIEW GENERAL NOTES, SPECIFICATIONS & PROVISIONS 4 6 30 20 COST ESTIMATES (60%, 95%, Final) 2 4 10 16 COMMENT RESPONSES (60%, 95%) 8 8 REVIEW MEETINGS (60%, 95%) 8 8 QA/QC FOR 60%, 95%, & FINAL SUBMITTALS 20 40 60 PREPARE FINAL BRIDGE CALCULATIONS PDF 2 1 4 10 16 PRE -BID & PRE -CONSTRUCTION MEETINGS 8 8 RETAINING WALLS WALL ALIGNMENT DATA SHEETS 1 9 8 3 3 24 WALL LAYOUTS (1"=4D' scale) (60%, 95%, FINAL) 14 58 44 14 14 144 WALL TYPICAL SECTIONS (60%, 95%, FINAL) 5 19 14 5 5 48 BORING LOG SHEETS (95%,FINAL) 1 9 8 3 3 24 WALLAESTHETIC DETAILS (95%, FINAL) 3 14 1 11 1 4 4 1 1 36 ESTIMATED SUMMARY OF RETAINING WALLS 3 14 it 4 4 36 RW(MSE)(DD) DESIGN DATA (Requires Coordination with Geotech) (9S%, FINAL) 1 9 8 3 3 24 PREPARE TXDOT STANDARDS 3 9 6 1 3 3 1 1 24 HOURS SUB -TOTALS 152 481 365 119 119 0 2236 CONTRACT RATE PER HOUR $210.00 $160.00 $115.00 $12S.00 $85.00 $80.00 TOTAL LABOR COSTS $31,920.00 $764960D0 $41,97S.00 $14,875.00 $10,115.00 $0.00 $175,845.00 % DISTRIBUTION OF STAFFING 12.3% 38.9% 29.5% 9.6% 9.6% 0.0% SUBTOTAL(FC 1701 $175,945.00, PAGE 7 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP PRIME PROVIDER NAME: AGUIRRE & FIELDS, LP ASK DESCRIPTION PROJECT MANAGER PROJECT ENGINEER ENGINEER IN TRAINING SENIOR ENGINEER TECHNICIAN CADD OPERATOR ADMIN/ CLERICAL TOTAL LABOR HOURS &COSTS FC 309 - CONSTRUCTION PHASE SERVICES CONSTRUCTION SERVICES ATTEND PRE -CONSTRUCTION & PRE -BID MEETINGS 6 6 12 REVIEW/APPROVAL OF SHOP DRAWINGS (beams, panels, joints, forms, MSC wall) 6 24 30 RESPOND TO REQUESTS FOR INFORMATION (RFIs) 1 4 16 8 28 PROVIDE CLARIFICATION AS REQUESTED 4 4 B 16 FINAL WALK THROUGH & PUNCH LIST 4 4 8 HOURS SUB -TOTALS 24 59 16 0 0 0 94 CONTRACT RATE PER HOUR $200.00 $150.D0 $130.00 $120.00 $80.00 $80.00 TOTAL LABOR COSTS $4,800.00 $8,100.00 $1,760.00 $0.00 $0,00 $0.00 $14,660.00 % DISTRIBUTION OF STAFFING 11.5% 26.0% 7.7% 0.0% 0.0% 0.0% SUBTOTAL (FC 309) $14,660.00 DESCRIPTION TOTAL MH BY FC TOTAfl$�62,380.DO FC 110- ROUTE & DESIGN STUDIES 25 FC 130-RIGHT OF WAY DATA 25 FC160- ROADWAY DESIGN CONTROLS 975 FC 162-SIGNING, PAVEMENT MARKINGS, & SIGNALS 194 FC 163- MISCELLANEOUS (ROADWAY) 525 FC 164- PROJECT MANAGEMENT&ADMINISTRATION 208 $37,520.00 FC 170-STRUCTURAL 1236 $175,845.00 FC 309- CONSTRUCTION PHASE SERVICES 94 $14,660.00 SUBTOTAL LABOR EXPENSES 3273 $425,785.00 DIRECT EXPENSES UNIT A OF UNITS COST/UNR Mileage (18 miles FIT x 10 trips) mile 180 $0.56 $100.80 Photocopies B/W (81/2" X 11") each 200 $0.15 $30.00 Photocopies B/W (11" X 17") 160%, 95%, FINAL Submittal)(apx 300 sheets each) each 1800 $0.25 $450.00 Plottin color on bond Exhibits 36"x60" sf 60 1.75 $105.00 [SUBTOTAL DIRECT EXPENSES $695.80 SUMMARY TOTAL COSTS FOR PRIME ONLY $425,785.00 NON -SALARY OTHER DIRECT EXPENSES FOR PRIME ONLY $685.80 GRAND TOTAL FOR PRIME $426,470.80 PAGE 8 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D- SWA OS CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP SUR PROVIDER NAME: HALFF ASSOCIATES TASK DESCRIPTION SENIOR RPIS SURVEYTECH 2-MAN SURVEY CREW TOTAL LABOR HOURS & COSTS FC 130-RIGHT OF WAY DATA RIGHTOF WAY MAP RIGHT OF WAY VERIFICATION B 16 20 44 RIGHT OF WAY DESCRIPTIONS/EXHIBITS (5) 12 96 SOB RIGHT OF WAY MONUMENTATION (130) 2 16 40 58 CA/QC/FINAL DELIVERABLES 8 4 12 HOURSSUB-TOTALS 30 132 60 222 CONTRACT RATE PER HOUR $190.00 $120.00 $170.00 TOTAL LABOR COSTS $5,700.00 $15,840.00 S10,200.00 $31,740.00 % DISTRIBUTION OF STAFFING 13.5% 59.5% 27.0% SUBTOTAL (FC 130) $31,740.00 ASK DESCRIPTION SENIOR ENGINEER UTILITY MANAGER UTIUTY COORDINATOR SUECREW MANAGER 2PERSUE/ SURVEY CREW GA00/GIS TECH CONTRACT ADMIN SPECIALIST ADMIN ASSISTANTLABOR TOTAL HOURS &COSTS 330•1I1SNTOFWAYDATA SUBSURFACE UTILITY ENGINEERING (SUE) SUE LVL B 4 1 10 10 8 1 2 36 SUE LVLA (LABOR ONLY) 2 2 16 4 24 (SEE DIRECT EXPENSES FOR TEST HOLE, PERMIT & TRAFFIC CONTROL RELATED TO LVL A SUE) HOURS SUB -TOTALS 6 1 2 26 14 8 1 2 60 CONTRACT RATE PER HOUR $195.OD $215.00 $160.00 $150.00 $170.00 $95.00 $85.00 $66.00 TOTAL LABOR COSTS $1,170.00 $216.00 $320.00 $3,900.00 $2,380.00 $760.00 $85.00 $110.DD $8,96D00 %DISTRIBUTION OF STAFFING 10.0% 1.7% 3.3% 433% 233% 13.3% 1.7% 3.3% SUBTOTAL (FC 130) $8,960.00 PAGE 9OF19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP SUB PROVIDER NAME: HALFF ASSOCIATES DESCRIPTION SENIOR PROJECT MANAGER SENIORENGINEER PROJECTENGINEER GRADUATE ENGINEER(EM UTILITY MANAGER UTILITYTASK COORDINATOR CAOO/GIS TECH ADMIN ASSISTANT TOTAL LABOR HOURS &COSTS FC 230 - RIGHT OF WAY DATA UTILITY COORDINATION (UC) INITIAL PROJECT PLANNING 4 4 4 4 4 20 COORDINATION ACTIVITIES & MEETINGS 16 B RO 104 ISSUE NOPC/ RECEIVE NOPC RESPONSES 1 16 17 CONFLICT ANALYSIS & UCM & EXHIBITS- EXTERNAL ENTITIES 16 4 BO 24 124 REVIEW OF UTILITY'S PROPOSED ADJUSTMENTS/COORDINATE COMPLIANCE 2 46 48 ISSUE NORA/RECEIVE NORA RESPONSES 16 2 6 24 PREPARE PROPOSED UTILITY LAYOUT MODEL 8 8 2 8 20 46 UTILITY CERTIFICATION / SPECIAL PROVISIONS 2 24 26 REVIEW OF FINAL RELOCATION PLANS & PERMITS 4 36 40 CLOSE OUT 1 10 4 8 6 2 31 HOURS SUB -TOTALS 7 4 30 66 29 308 54 2 48D CONTRACT RATE PER HOUR $250.00 $195.G0 5171.00 $117.00 $215.0 1$160.00 $95.00 $65D0 TOTAL LABOR COSTS $1,750.00 $780.00 $1,730w $7,722.00 $6,23S.00 $49,280.DO $5,130.00 $130.00 $72,737.D0 DISTRIBUTION OF STAFFING 1.5% 0.8% 2.1% 13.8% 6.0% 64.2% 11.3% 0.4% UBTOTAL (FC 130) $72,737.00 ASK DESCRIPTION SR REVIEW ENGINEER SENIOR ENGINEER GRADUATE ENGINEER (EIT) SENIOR SURVEY MOB RPIS SURVEY TECHNICIAN CADD/GIS TECH CONTCTADMIN RA SPECIALIST ADMIN ASSISTANT TOTAL LABOR HOURS & COSTS FC 131-UTILITIES UTILITIES WATERLINE DESIGN 94 163 257 QA/QC 8 8 WATERLINE EASEMENT DOCUMENT PREPARATION 2 8 10 HOURS SUB -TOTALS 8 94 163 2 8 275 CONTRACT RATE PER HOUR $220.00 $195.00 $117.00 $190.00 $120.00 TOTAL LABOR CASTS $1,760.00 $18,330.00 $19,071.D0 $380.00 $960.G0 540,501.00 DISTRIBUTION OF STAFFING 2.9% 34.2% 1 59.3% 0.7% 2.9% SUBTOTAL (FC 131) $40,S01.00 PAGE 10 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP SUB PROVIDER NAME: HALFF ASSOCIATES TASK DESCRIPTION SENIOR RPLS SURVEYTECH 2-MAN SU 0.VEY CRSU TOTAL LABOR HOURS & COSTS FC 150 - SURVEY SURVEY ESTABLISH HORIZONTAL& VERTICAL CONTROL 4 40 30 54 TOPOGRAPHIC DE51GN SURVEYING 1 20 12 33 SUESUPPORT 1 1 B 30 BATHYMETRICC SURVEY 1 20 20 41 AS -BUILT BRIDGE SURVEY 1 12 8 21 QA/QC FINAL DELIVERABLES 4E4 8 12 HOURS SUB -TOTALS 12 101 59 171 CONTRACT RATE PER HOUR $190,00 1120.00 1110.110 TOTAL LABOR COSTS $2,280.00 $12,120.DD $9,B60D0 $24,260-00 % DISTRIBUTION OF STAFFING 7.0% 59.1% 33.9% SUBTOTAL(FC 150) $24,26DO0 TASK DESCRIPTION SR. PROJECT MANAGER SR REVIEW ENGINEER SENIOR ENGINEER PROJECT ENGINEER JUNIOR ENGINEER A GRADUATE ENGINEER (Err) CADD/GISTECH ADMINASSISTANT TOTAL LABOR HOURS & COSTS PC 161-DRAINAGE DRAINAGE BRIDGESCOUR 7 40 25 72 FINAL DRAINAGE REPORT 9 60 40 109 CLOMR 1 16 85 60 162 R R 1 16 60 45 122 DRAIN DESIGN (60%, 95%, FINAL) 10 36 175 380 120 721 FINAL DELIVERABLES 18 18 SUB -TOTALS 12 66 36 17S 245 550 120 0 2204 ACT RATE PER HOUR $250.00 $220.00 $195.00 $171.00 $139.00 $117.00 $95.00 $65.00 LABOR COSTS $3,000.00 $14,520.00 $7,020.00 529,925.OD $34,055.00 $64,350.00 $11,400.00 $O.oO $164,270.00 RIBUTION OF STAFFING 1.0% 5.5% 3.0% 14S% 20.3% 45.7% 10.0% 0.0% SUBTOTAL (FC 161) $164,Z7D.00 PAGE 11 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP SUB PROVIDER NAME: HALFF ASSOCIATES TASK DESCRIPTION SR PROJECT MANAGER PROJECT PROJECT ENGINEER ADMIN SPECIALIST TOTAL LABOR HOURS &COSTS FC 164 - PROJECT MANAGEMENT & ADMINISTRATION GENERAL ADMINISTRATION PROJECT ADMINISTRATION & MANAGEMENT (7 MONTHS) 8 12 20 MONTHLY PROGRESS REPORTS & INVOICING (7 MONTHS) 7 7 14 PROJECT COORDINATION MEETINGS (14 BI-WEEKLY @ 30 MIN, 3 @ 1.5HR) 6 12 18 HOURS SUBTOTALS 14 31 7 52 CONTRACT RATE PER HOUR $250.00 $171.00 $85.00 TOTAL LABOR COSTS $3,500.00 $5,301.00 $595.00 $9,396.00 % DISTRIBUTION OF STAFFING 26.9% 59.6% 13.5% SUBTOTAL (FC 164) $9,396.00 TASK DESCRIPTION SR PROJECT MANAGER PROJECT ENGINE ER GRADUATE ENGINEER(E11) CONTRACTADMIN SPECIALIST TOTAL LABOR HOURS & COSTS FC 3D9 -CONSTRUCTION PHASE SERVICES CONSTRUCTION SERVICES PROJECT ADMIN & MANAGEMENT (12 MONTHS) 6 12 18 PREPARE INVOICES & MONTHLY PROJECT PROGRESS REPORTS (12 MONTHS) 6 12 18 MATERIAL SUBMITTAL REVIEW (B TOTAL) 4 16 20 REQUEST FOR INFORMATION (RFI$) (2 TOTAL) 2 8 10 HOURS SUB -TOTALS 6 6 42 12 66 CONTRACT RATE PER HOUR $195.00 $171.00 $117.00 $85.00 TOTAL LABOR COSTS $1,170.00 $1,026.00 $4,914.00 $1,020.00 $8,130.00 %DISTRIBUTION OF STAFFING 9.1% 9.1% 63.6% 18.2% SUBTOTAL (FC 309) $8,130.00 PAGE 12 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA Ol TO WA Ol AGUIRRE & FIELDS, LP SUB PROVIDER NAME: HALFF ASSOCIATES DESCRIPTION TOTALMHBYFC TOTALCOSTSBYF FC 13D-RIGHT OF WAY DATA 762 $113,437.D0 FC 131-UTILITIES 275 $40,501.00 FC 150-SURVEY 171 $24,260600 FC 161-DRAINAGE 1204 $164,270.00 FC 164- PROJECT MANAGEMENT & ADMINISTRATION 52 $9,396.00 FC 309-CONSTRUCTION PHASE SERVICES 66 1 $8730.00 SUBTOTAL LABOR EXPENSES 2530 1 $359,994A0 DIRECT EXPENSES UNIT M OF UNITS COST/UNR FC130- SUE LVL A (Up to 15 test holes) EA 15 $1,500.000 $22,500.00 FC130 - SUE CORR ROW PERMIT EA 1 $1,000.00 $1,000.00 FC130- SUE CERTIFIED TRAFFIC CONTROL DAY 1 $1,600.00 $1,600.00 FC 161- FEMA ONLINE CLOMR FEE EA 1 $6,500.00 $6,500.00 FC 161- FEMA ONLINE LOMR FEE EA 1 $8,000.00 $8,000.00 FC 164-COURRIER FEE EA 2 $75.00 $150.00 SUBTOTAL DIRECT EXPENSES $39,7SO.00 SUMMARY LABOR COSTS FOR SUB CONSULTANT $359,994.00 NON -SALARY OTHER DIRECT EXPENSES) FOR SUB CONSULTANT $39 750.00 GRAND TOTAL FOR SUBCONSULTANT 1 $399,744.00 PAGE 13 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP SUB PROVIDER NAME: FORESIGHT PES TASK DESCRIPTION PROJECT MANAGER PROJECT ENGINEER ENGINEER IN TRAINING SENIOR ENGINEER TECHNICIAN CADD OPERATOR ADMIN/ CLERICAL TOTAL LIBOR HOURS &COSTS EC 110 - ROUTE DESIGN & STUDIES GEOTECHNICAL INVESTIGATION & FIELD WORK STAKE BOREHOLES 4 4 UTILITY CLEARANCE (TX811I 1 1 ROE COORDINATION W/LANDLORD 0 PREPARE PRELIMINARY PLANS OF BORINGS FOR REVIEW 1 1 2 4 DRILLING COORDINATION & LOGGING 1 2 16 19 REVIEW FIELD LOGS 1 1 2 4 ASSIGN LABORATORY TESTING 1 1 2 4 LABORATORY DATA REVIEW 1 1 1 3 BORING LOGS PREPARATION 1 1 4 6 RETAINING WALL ANALYSIS (REVIEW LAYOUT, XS, DEVELOP SOIL PARAMATERS) 1 1 4 6 RETAINING WALL DESIGN (PROVIDE GLOBAL STABILITY & EXTERNAL STABILITY RESULTS) 1 2 1 3 12 17 DRAFT REPORT PREPARATION 3 4 18 25 FINAL REPORT PREPARATION 2 2 12 16 QA/QC 3 6 9 HOURS SUB -TOTALS 17 23 78 0 0 0 118 CONTRACT RATE PER HOUR $203.17 $142.77 $90.60 $65.99 TOTAL LABOR COSTS $3,453.89 $3,283.71 $7,066.80 $0.00 $0.00 $0.D0 $13,804AL) % DISTRIBUTION OF STAFFING 14.4% 19.5% 66.1% 0.0% 0.0% 0.0% SUBTOTAL (FC 110) $13,904.40 TASK DESCRIPTION PROJECT MANAGER PROJECTENGINEER ENGINEER IN TRAINING SENIOR ENGINEER TECHNICIAN CADD OPERATOR ADMIN/ CLERICAL TOTAL LABOR HOURS & COSTS FC 164 - PROJECT MANAGEMENT & ADMINISTRATION MEETINGS & MISC COORDINATION 5 5 PREPARE INVOICES & MONTHLY PROJECT PROGRESS REPORTS 5 10 HOURS SUB -TOTALS 10 0 0 0 0 10 20 CONTRACT RATE PER HOUR $203.17 $142.77 $90.60 $65.89 TOTAL LABOR COSTS $2,031.70 $0.00 50.00 $0.00 $0.00 $658.90 $2,690.60 % DISTRIBUTION OF STAFFING 50.0% 0.0% 0.0% 0.0% 0.0% 50.0% SUBTOTAL (FC 164) $21690660 PAGE 14 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP SUB PROVIDER NAME: FORESIGHT PES DESCRIPTION I TOTAL MH BY FC T-1-COST5 BY M FC 110-ROUTE DESIGN & STUDIES 118 $13,804.40 FC 164- PROJECT MANAGEMENT & ADMINISTRATION 20 $2,690.60 SUBTOTAL LABOR EXPENSES 138 $16,495.00 DIRECT EXPENSES UNIT NOF UNITS COST/UNrr 2 - Retaining Wall Borings @ 20. Soil Boring/Rock Coring w/o TCP (<60 ft.) If 0 $30.00 $O.DO Soil Boring/Rock Coring with TCP (<60 ft.) If 40 $35.00 $1,400.00 Soil Boring/RDck Coring with TCP (>60 ft.) If 0 $40.00 $0.00 Borehole Grouting - Bentoni[e Chips If 40 $8.00 $320.00 Drill Rig/Crew Mobilization mile 20 $5.00 $100.00 Unconfined Compressive Strength(Soil) each 4 $65.01 $260.00 Unconfined Compressive Strength (Rock) each 1 0 $85.00 0.00 Soluble Sulfate Content of Soils each 1 $55.00 $55.00 Determine Liquid Limit of Soils each 5 $42.00 $210.00 Determine Plastic Limit of5oils each 5 $42.00 $210.00 Determining the Amount of Material in Soils finer than the 78 micrometer (Minus X 200) each 7 $50.00 $350.00 Particle Size Analysis of Soils each 4 $70.00 $280.00 Determining the Moisture Content in Soils each 12 $13.00 $156.00 Modified Proctor Test each 0 $300.00 $0.00 Dynamic Cone Penetrometer each D $30.00 $0.00 Standard Test Method for Moisture, Ash, and Organic Matter of Peat & Other Organic Soils each 0 $120.00 $0.00 Lime Series - Tex-121-E Pan each 0 $350.00 $0.00 Asphalt Patch each 0 $40.00 $0.00 Mileage Mile 20 $0.58 $11.60 Traffic Control Services, Arrow Boards & Attenuator Trucks - Medium Project (Includes labor, equipment, fuel) Day 0 $1,750.00 $0.00 One Dimensional Consolidation each 2 $450.00 $900.00 California Bearing Ratio (Single Sample without MD Curve) each 0 $300.00 $0.00 SUBTOTAL DIRECT EXPENSES $4,252.60 SUMMARY TOTAL COSTS FOR SUB CONSULTANT $16,495.00 NON -SALARY OTHER DIRECT EXPENSES FOR SUB CONSULTANT 542 22.60 GRAND TOTAL FOR SUBCONSULTANT $20,747.60 PAGE 15 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP SUB PROVIDER NAME: KIMLEY HORN TASK DESCRIPTION SENIOR PROFESSIONAL II SENIOR PROFFSSIONALI PROFESSIONAL ANALYST ADMIN/ CLERICAL TOTAL LABOR HOURS & COSTS FC 110 - ROUTE & DESIGN STUDIES DATA COLLECTION & FIELD RECONNAISSANCE COORDINATE WITH SUBCONSULTANT TO OBTAIN TRAFFIC COUNTS 1 2 3 OBTAIN BACKGROUND TIA FROM CITY 2 2 4 FIELDVISIT 3 3 6 TRAFFIC ENGINEERING & OPERATIONS REDISTRIBUTE EXISTING & PROIECT FUTURE TRAFFIC VOLUMES 1 2 4 7 SIGNAL WARRANT ANALYSIS 2 4 B 14 TECHNICAL MEMO 2 4 10 16 HOURS SUB -TOTALS 0 9 17 24 0 60 CONTRACT RATE PER HOUR $2S5.00 $220.00 $180.00 $130.00 $95.00 TOTAL LABOR COSTS $0.00 $1,980.00 $3,060.00 $3,120.00 $0.00 $8,160.00 %DISTRIBUTION OF STAFFING 0.0% I.D. 34.0% 48.0% 0.0% SUBTOTAL (FC 110) $8,160.00 TASK DESCRIPTION SENIOR PROFESSIONAL II SENIOR PROFESSIONAL PROFESSIONAL ANALYST ADMIN/ CLERICAL TOTAL LABOR HOURS & COSTS FC 162 - SIGNING, PAVEMENT MARKINGS, & SIGNALS SIGNAL DESIGN SIGNAL LAYOUT SHEET 4 10 25 39 SIGNAL ELEVATION SHEET 1 3 6 10 ELECTRICAL WIRING & CONDUIT CHARTS 2 4 6 12 PHASING 1 2 4 7 CABLE TERMINATION 1 3 6 SD QUANTITIES & GENERAL NOTES 2 4 6 CR 110-RED BUD LANE SIGNAL PEO-POLE MODIFICATIONS 4 8 20 32 SUBMITTALS(60%, 95%.FINAL) 8 15 30 53 HOURS SUB -TOTALS 0 23 49 97 0 169 CONTRACT RATE PER HOUR $255.00 $220.00 $190.00 $130.00 $95.00 TOTAL LABOR COSTS $0.00 $5,060.00 $8,820.D0 $12,610.00 $0.00 $26,490.00 %DISTRIBUTION OF STAFFING 0.0% 13.7% 29.2% 57.7% 0.0% SUBTOTAL (FC 162) $26,490.D0 PAGE 16 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D • SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP SUB PROVIDER NAME: KIMLEY HORN ASK DESCRIPTION S SENIOR PROFESSIONAL iI SENIOR EIOR PROFESSIONAL LI PROFESSIONAL ANALYST ADMIN CLERICAL TOTAL LABOR HOURS & COSTS FC 163 - MISCELLANEOUS (ROADWAY) ILLUMINATION DESIGN PHOTOMETRIC MODELING 2 4 6 20 32 ILLUMINATION LAYOUT SHEETS 6 10 24 40 ELECTRICAL VOLTAGE DROP CAMS 1 2 6 1 10 19 CONDUIT & WIRING CHARTS 2 4 12 18 QUANTITIES 2 4 e 14 SUBMITTALS (60%, 95%, FINAL) 2 6 12 25 45 HOURS SUB -TOTALS 5 22 42 99 0 168 CONTRACT RATE PER HOUR $255.00 $220.00 $180.00 $130.00 $9S.OD TOTAL LABOR COSTS $1,275.00 $4,840.00 $7,560.00 $12,870.00 $D.DO $26,545.00 %DISTRIBUTION OF STAFFING 3.0% 23.1% 25.0% 58.9% 0.0% SUBTOTAL (FC 1631 S26,545.00 TASK DESCRIPTION SENIOR PROFESSIONAL It SENIOR PROFESSIONAL PROFESSIONAL ANALYST ADMIN/ CLERICAL TOTAL LA&COSTS RS & STS FIC164- PRID)W MNNRGIEllIRBIi A AOMCASMI W N PREPARE FOR/ATTEND TWO (2) PROGRESS MEETINGS 4 4 8 PROIECF COORDINATION, PREPARE INVOICES & PROGRESS REPORTS 10 5 4 4 Z3 HOURS SUB -TOTALS 0 14 9 4 4 31 CONTRACT RATE PER HOUR $Z55.00 $220.00 $180.00 $130.00 $95.00 TOTAL LABOR COSTS $0:00 $3,080.00 $1,620.00 $520.00 $380.00 $5,600.00 %DISTRIBUTION OF STAFFING 0.0% 45.2% 29.0% 12.9% 12.9% SUBTOTAL FC 1641 $5,600.00 PAGE 17OF19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA 01 TO WA 01 AGUIRRE & FIELDS, LP SUB PROVIDER NAME: KIMLEY HORN ASK DESCRIPTION SENIOR PROFESSIONAL II SENIOR PROFESSIONAL) PROFESSIONAL ANALYST AOMIN/ CLERICAL TOTAL LABOR HOURS & COSTS FC 309- CONSTRUCTION PHASE SERVICES CONSTRUCTION SERVICES ATTEND 3 FIELD MEETINGS 6 6 12 RESPOND TO RFIS 3 3 6 REVIEW 5 CONTRACTOR SUBMITTALS 3 3 6 ISSUE UP TO 5 SHEETS FOR CO 2 4 8 14 HOURS SUB-TOTAL5 0 14 13 11 0 38 CONTRACT RATE PER HOUR $255.D0 $220.00 $190.00 $130.00 $95.00 TOTAL LABOR COSTS $0.D0 $3,080.00 $2,340.00 $1,430.D0 $0.00 $6,850.00 %DISTRIBUTION OF STAFFING 0.0% 45.2% 41.9% 1 35.5% 0.0% 6UBTOTAL(FC 309) $6,050.00 DESCRIPTION TOTAL MH BY FC TOTAL COSTS BY FC FC 110-ROUTE&DESIGN STUDIES 50 $8,160.00 FC 162 - SIGNING, PAVEMENT MARKINGS, & SIGNALS 169 $26,490.00 FC 163 - MISCELLANEOUS (ROADWAY) 168 $26,545,00 FC 164- PROJECT MANAGEMENT & ADMINISTRATION 31 $5,6D0.00 FC 309 - CONSTRUCTION PHASE SERVICES 39 $6,850.00 SUBTOTAL LABOR EXPENSES 456 $73,645.00 DIRECT EXPENSES UNIT VOF UNITS COST/UNIT Mileage(19 miles RT x 3 trips) mile 55 $D57 $31.10 Photocopies B/W (11" X 17") (AT 90%Submittal) each 60 $0.20 $12.00 Dbtain Traffic Counts Traffic Counts Sub each 1 $1,100.00 $1,100.00 SUBTOTAL DIRECT EXPENSES $1,143.10 SUMMARY TOTAL COSTS FOR SUB CONSULTANT $73,640 NON -SALARY OTHER DIRECT EXPENSES FOR SUB CONSULTANT $1143.35A0 GRAND TOTAL FOR SUBCONSULTANT $74,798.10 PAGE 18 OF 19 AGUIRRE & FIELDS, LP ADDENDUM TO EXHIBIT D - SWA 01 CITY OF ROUND ROCK CONTRACT: FEE SCHEDULE OLD SETTLERS EXTENSION SWA D3 TO WA 01 AGUIRRE & FIELDS, LP SUB PROVIDER NAME: CD&P ASK DESCRIPTION PROJECT MANAGER SENIOR PUBLIC INVOLVEMENT SPECIALIST GRAPHIC DESIGN & WEB DEVELOPER PUBLIC 1 INVOLVEMENT SPECIALIST JUNIOR PUBLIC INVOLVEMENT SPFCIAL15T TOTAL LABOR HOURS &COSTS FC In -PUBLIC INVOLVEMENTA OUTREACH STAKEHOLDER COMMUNICATIONS 8, UPDATES Update stakeholder database 4 8 12 Stakeholder communications 12 6 6 24 Coordination, facilitation, and documentation of meetings with stakeholders (up to 8) 16 4 4 24 Updates to project materials (maps, fact sheets, FAQs) 2 6 a 12 Content updates for webpage 2 2 HOURS SUB -TOTALS 30 16 0 20 8 74 CONTRACT RATE PER HOUR 1175.DO $125.110 '100.00 $85.00 $65.00 TOTAL LABOR COSTS $S,250.00 $2,000.00 $0.00 $1,700.00 $52D.00 $9,470.00 % DISTRIBUTION OF STAFFING 40.5% 2L6% 0.0% 27.0% 10.8% [SUBTOTAL (FC 1111) $9A70.00 ASK DESCRIPTION PROJECT MANAGER SENIOR PUBLIC INVOLVEMENT SPECIALIST GRAPHIC DESIGN & WEB DEVELOPER PUBLIC INVOLVEMENT SPECIALIST JUNIOR PUBLIC INVOLVEMENT SPECIALIST TOTAL LABOR HOURS & COSTS FC 164 - PROJECT MANAGEMENT 6 ADMMISIfIIll PREPARE FOR/ATTEND TWO (2) PROGRESS MEETINGS 12 12 PROJECT COORDINATION, PREPARE INVOICES & PROGRESS REPORTS 6 6 HOURS SUB -TOTALS 18 0 0 0 0 18 CONTRACT HATE PER HOUR $175.00 $125.00 $1W.00 $B5.00 $65.00 TOTAL LABOR COSTS $3,150.00 $0.00 $a.00 $0.00 $0.00 $3,150.00 %DISTRIBUTION OF STAFFING 100.0% 0.0% 0.0% 0.0% 0.0% SUBTOTAL (FC 164) $31150100 TOTAL MH BY FC TOTAL COSTS BY FC [ISCRIPTION 20- PUBLIC INVOLVEMENT&OUTREACH 74 $9,470.00 64- PROJECT MANAGEMENT&ADMINISTRATION 18 $3,150.00 TOTAL LABOR EXPENSES 92 $12,620.D0 DIRECTEKPENM UNIT OOF UNITS COST/UNIT Mileage 140 miles FIT g 8 trips) mile 320 5056 $179.20 Standard Postage letter 500 50.59 $290.00 Photocopies color 18 1/2"X 11") each 100 50.40 $40.00 Phot-pne, color 11" X 17" each SD $0.80 $40.0D SUBTOTAL DIRECT EXPENSES $549.20 SUMMARY OTAL COSTS FOR SUB CONSULTANT $24620.00 NON -SALARY OTHER DIRECT EXPENSES FOR SUB CONSULTANT $S49.20 GRAND TOTAL FOR SUBCONSULTANT $13,169.20 PAGE 19 OF 19 CERTIFICATE OF INTERESTED PARTIES FORM 1Z95 .1012 Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1, 2. 3. 5, and 6 if there are no interested parties. CERTIFICATION OF RUNG i Name of business entity filing form, and the city, state and country of the business entity's dace Certificate Number of business, 2021-814503 Aguirre & Fields, LP Sugar Land, TX United States Date Filed: 2 ame of governntentail entfty or state agency that is a party to the contract for which the form is 10/1912021 being filed. City of Round Rock Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other propel to be provided under the contract. R-2020--OW Contract for Engineering Services Old Setders Extension supplemental 4 Name of interested Party Cam, State, Country (place of business) Mature of interest (check applicable) carolling Intermed r Aguirre, LLC - General Partner Sugar Land, TX United States X Aguirre, Oscar R. Sugar Land, TX United States X Ahmed, Nazeer M. Sugar Land, TX United States X Crosby, Christine R. Sugar Land, TX United States X Carle, Rick A. Sugar Land, TX United States X Cribble, Mark D. Sugar Land, TX United States X Hahn, Paul R. Austin, TX United States X Hazzard, Elizabeth A. Oklahoma City, OK United States X Lee, Roger O. Sugar Land, TX United States X Lee, Eugene J. Fort Worth, TX United States X Lubitz, David J. Austin, TX United States X Williams, Ryan J. Austin, TX United States X Forms pr©vndecd by Texas Ethics Commission .ethics.stateAK.us version V1.1.131b5cdc CERTIFICATE OF INTERESTED PARTIES FORM 1295 2 of 2 Complete Nos. i - 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2. 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2021-814503 Aguirre & Fields, LP Sugar Land, TX United States Date Fled: 10/19/2021 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Round Rock Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. R-2020-0040 Contract for Engineering Services Old Settlers Extension supplemental 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling intermediary 5 Check only if there is NO Interested Party. 6 UNSWORN DECLARATION My name is Christine R. Crosby and rry date of birth is My address is 7215 New Territory Blvd Suite 100 9uaar 1 a0d TX 77479 USA (street) (city' (state; {zip urde't ,; Ovwry) t declare under penalty of perjury that the foregoing is true and correct. Executed in Fort Bend County, State of Texas -,on the 19tNay of October .20 21 !mordh) ,year) Signature of authorized agent obeontracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.191b5cdc CERTIFICATE OF INTERESTED PARTIES FORM 1295 1of2 Complete Nos. 1- 4 and 6 if there are interested parties. Complete Nos. 1, 29 39 5, and 6 if there are no interested parties. OFFICE USE ONLY CERTIFICATION OF FILING Certificate Number: 2021-814503 Date Filed: 10/19/2021 Date Acknowledged: 10/20/2021 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. Aguirre & Fields, LP Sugar Land, TX United States 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Round Rock 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. R-2020-0040 Contract for Engineering Services Old Settlers Extension supplemental 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling Intermediary Aguirre, LLC - General Partner Sugar Land, TX United States X Aguirre, Oscar R. Sugar Land, TX United States X Ahmed, Nazeer M. Sugar Land, TX United States X Crosby, Christine R. Sugar Land, TX United States X Carle, Rick A. Sugar Land, TX United States X Gribble, Mark D. Sugar Land, TX United States X Hahn, Paul R. Austin, TX United States X Hazzard, Elizabeth A. Oklahoma City, OK United States X Lee, Roger O. Sugar Land, TX United States X Lee, Eugene J. Fort Worth, TX United States X Lubitz, David J. Austin, TX United States X Williams, Ryan J. Austin, TX United States X Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.191b5cdc CERTIFICATE OF INTERESTED PARTIES FORM 1295 2of2 Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2021-814503 Aguirre & Fields, LP Sugar Land, TX United States Date Filed: 10/19/2021 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Round Rock Date Acknowledged: 10/20/2021 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. R-2020-0040 Contract for Engineering Services Old Settlers Extension supplemental 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling Intermediary 5 Check only if there is NO Interested Party. a 6 UNSWORN DECLARATION My name is and my date of birth is My address is , , 2, (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in County, State of , on the day of , 20 (month) (year) Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.191b5cdc