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Home My WebLink About2021-02-08 ITD tiDAHp Your Safety • Your Mobility IDAHO TRANSPORTATION DEPARTMENT : P.O. Box 8028 • Boise, ID 83707-2028 ya��0 J p�r�g Your Economic Opportunity (208) 334-8300 • itd.idaho.gov RTAr+pN o``Q February 5, 2021 Chris Johnson Meridian City Clerk's Office 33 East Idaho Avenue Meridian, Idaho 83642 VIA EMAIL Development Application H-2020-0117 AZ, PP Project Name SHAFER VIEW TERRACE Project Location Southeast corner of East Quartz Creek Street, east of SH-69 milepost Annexation of a total of 40.48 acres of land with R-2 (10.66 acres) and R-4 (29.82 Project acres) zoning districts; Preliminary plat consisting of 50 buildable lots and 10 common Description lots on 39 acres of land in the R-2 and R-4 zoning districts Applicant Breckon Land The Idaho Transportation Department(ITD) reviewed the referenced annexation, zoning, and preliminary plat application and has the following comments: 1. This project abuts the State Highway system. 2. No direct access to the State Highway system is requested with this application and none is approved. Residences in this development will take access from Shafer Drive or East Quartz Creek Street. 3. Idaho Code 40-1910 does not allow advertising within the right-of-way of any State Highway. 4. The Idaho Administrative Procedure Act(IDAPA) 39.03.60 governs advertising along the State Highway system. The applicant may contact Justin Pond, Program Manager for ITD's Headquarters Right-of-Way Section at(208) 334-8832 for more information. 5. The SH-69 Corridor Study currently underway. This section of SH-69 is anticipated to be widened to a six-lane section in the full buildout. Specific right-of-way needs have not yet been determined. tiDAHp Your Safety • Your Mobility IDAHO TRANSPORTATION DEPARTMENT : P.O. Box 8028 • Boise, ID 83707-2028 ya��0 J p�r�g Your Economic Opportunity (208) 334-8300 • itd.idaho.gov RTAr+pN o``Q 6. Trips generated by the development will access SH-69 at Quartz Creek Street adding 46 trips to Quartz Creek/SH-69 intersection in the PM Peak at buildout and 34 trips in the AM Peak. Proportionate share is based on the average AM and PM site trips through the intersection of SH- 69/Quartz Creek Street which is approximately 1.01%percent of the traffic utilizing the intersection in 2040. The construction of the cost of design, construction, and right-of-way for a future RCUT at SH-69/Quartz Creek Street is estimated to cost $5,877,022 (see attached). The applicant will only be responsible for contributing their proportionate share of$59,358 (1.01%). 7. With the additional trips generated by Shafer View Terrace, a northbound right turn lane is warranted to ensure turning traffic can exit the through lanes and turn safely on to Quartz Creek Street. 8. According to ITD's District Engineer Memo 39, ITD cannot require the developer install a northbound turn lane as Quartz Creek Street is a public road and instead requests proportionate share contributions to address the need for a right turn lane. All future developments adding northbound right turns to this intersection shall be requested to contribute proportionate share as well. The RCUT estimate used for proportionate share calculations includes the future northbound right turn lane. Should the developer not be required to contribute their proportionate share, ITD recommends the City require the developer to install the northbound right turn lane to ensure the safety of the traveling public and citizens residing in Shafer View Terrace and Prevail Subdivision. 9. Provided the development contribute its calculated proportionate share of$59.358 (1.01%) as mitigation for impacts to the State Highway system or the City requires the installation of a northbound right turn lane at SH-69/Quartz Creek Street, ITD does not object to the proposed application as presented. If you have any questions, you may contact me at (208) 334-8338 or Erika Bowen (208) 265-4312 ext 7. Sincerely, Sarah Arjona Development Services Coordinator S arah.Arj ona k itd.Idaho.gov 1DAH0 * * Your Safety • Your Mobility IDAHO TRANSPORTATION DEPARTMENT Ma : P.O. Box 8028 • Boise, ID 83707-2028 Your Economic Opportunity (208)334-8300 • itd.idaho.gov o * Your Safety . Your Mobility . Your Economic Opportunity MEMO NO. 39 Page 1 of 8 DISTRICT 3 OPERATIONAL PROCEDURES DATE: November 13, 2020 SUBJECT: DEVELOPMENT PROPORTIONATE SHARE CONTRIBUTION FOR SPECIAL ATTENTION OF: DISTRICT 3 EMPLOYEES DATE OF REVIEW: The Idaho Transportation Department's (ITD) responsibility is to ensure each State highway properly addresses safety and mobility. New development growth, both on and off the State highway system, contributes to increased congestion. District 3 has defined an equitable program for improving public facilities needed to serve new growth and development and to protect the public safety of the citizens of the state of Idaho. Area of Interest Application of the program will be generally applied to any development within a five(5)mile connection to the State highway system. Depending on the size of the development and available connectivity to the State highway system, District 3 may request information regarding developments beyond the prescribed five mile connection distance. Analysis Requirements A Traffic Impact Study(TIS) is required by Idaho Administrative Code (IDAPA) 39.03.42 for any new or expanded development that at full buildout meets or exceeds any of the below described thresholds and is requesting a direct connection to the State highway system.District 3 will apply these same TIS requirement thresholds to any development within the above described area of interest. • Generates 100 or more peak hour trips; or • Meets or exceeds the following land use threshold values; or LAND USE TYPE THRESHOLD VALUE Residential 100 Dwelling Units Retail 35,000 square feet Office 50,0D0 square feet Industrial 70,00 square feet Lodging 100 roans School(K-12) All (Sections 67-6508&67- 6519, Idaho Code) • Connects to a public road / State highway intersection with known safety, capacity and/or congestion concerns. o Your Safety . Your Mobility . Your Economic Opportunity Q4T DEp MEMO NO. 39 Page 2 of 8 Developments not meeting any of the above thresholds at full buildout will be asked to provide some or all of the following data and analysis. • Trip generation numbers • Trip Distribution Percentage Diagram(request from COMPASS if in Ada or Canyon County) • Intersection site traffic turning volumes • Left and right turn lane warrants • Vehicle turning movement diagrams State Highway System Mitigation Improvements Intersection mitigation improvements are required for any individual movement exceeding LOS F or volume to capacity ratio (v/c) of 0.9 or greater. Roadway mitigation improvements are required for any roadway segment analysis exceeding LOS E. Left and right turn lanes will be required at any non-signalized intersection meeting the ITD Traffic Manual's Left and Right Turn Lane Warrants. For developments on or near corridors with ITD approved corridor plans: 1.) When a development meets or exceeds the TIS thresholds described under Analysis Requirements the development is required to provide a TIS. a. TIS shall identify any mitigation improvements at public road intersections. Proportionate share contributions shall be calculated at public road intersections requiring mitigation improvements. b. TIS shall identify any specific improvements required for direct access approaches (new or existing)to the State highway system. 2.) For all developments defined within ITD's area of interest, but do not meet or exceed the TIS thresholds: a. ITD will identify the development's area of impact on the State highway system. b. The development will provide at a minimum: ■ Trip Generation Summary Table ■ Trip Distribution Patterns ■ Total Traffic Volume Diagrams c. Based on the provided information, ITD will calculate the development's proportionate share contribution for future identified improvements per the associated corridor plan. o Your Safety . Your Mobility . Your Economic Opportunity ygro QP MEMO NO. 39 Page 3 of 8 For developments on or near corridors without ITD approved corridor plans: 1.) When a development meets or exceeds the TIS thresholds described under Analysis Requirements the development is required to provide a TIS. a. TIS shall identify any mitigation improvements at public road intersections. Proportionate share contributions shall be calculated at public road intersections requiring mitigation improvements. b. TIS shall identify any specific improvements required for direct access approaches (new or existing)to the State highway system. 2.) For all developments defined within ITD's area of interest,but do not meet or exceed the TIS thresholds. a. ITD will identify the development's area of impact on the State highway system and may request the development to provide: ■ Left and right turn lane warrants ■ Vehicle turning movement diagrams b. Based on the provided information ITD will calculate the development's proportionate share contribution for identified mitigation improvements. Projects programmed in accordance with an intergovernmental ITD/Agency agreement may collect proportionate share to fund the joint project. Otherwise, proportionate share contributions cannot include any improvements currently funded/programmed by ITD. Mitigation Improvement Location Development Contribution Private approaches, private roads and new public Design and construct 100%of the improvements. road connections to the State highway system. Existing public road/ State highway intersections; Pay a proportionate share of the mitigation State highway road segments. improvement cost. If ITD determines the development impact results in an immediate safety concern, the developer is responsible to design and construct 100% of the mitigation improvement. ITD will work with the development to determine low cost interim solutions where feasible. Proportionate shares contributions will either be paid directly to ITD or held in an intergovernmental agreement between ITD and the local land use agency for application to a future project. ITD may require the developer to construct a mitigation improvement(s) in lieu of holding the financial contribution, if the proportionate share can fully cover the design/construction cost. o Your Safety . Your Mobility . Your Economic Opportunity Q4T DEp MEMO NO. 39 Page 4 of 8 Determination of Proportionate Share Percentage 1.) Intersections/Roadways covered by a District 3 Planning Document Proportionate share shall be calculated by comparing the number of site trips through an intersection/roadway segment at full build out with the total number of trips forecasted when the improvement is warranted. Example: Development impacts the intersection of Fisher Parkway and SH-44. ITD has identified that signalization of Fisher Parkway is warranted by 2045. 1 Site Traffic 20645 Fisher Parkway(AM) 4 25 3 45 0 5 H 44=3,934 4 0 1 1 Fis her Parkway=284 AMSite=135 AMTotal=4,218 AM%=3.20 1 41 7 AM PM Site=86 PM Total=4,911 PM%=1.75 1 J a"w Traffic Proportionate Share for Avg%=2.48 Fisher Parkway Signal 2045 Fisher Parkway(PM) 12 5 22 0 SH- 4=4,414 0 0 4 4 Fisher Parkway=497 7 28 4 PM 2.) Intersections/Roadways not covered by a District 3 Planning Document Proportionate share shall be calculated by comparing the number of site trips through an intersection at full build out with the forecasted total number of trips at full buildout. Example: Development impacts the intersection of Amity Road and SH-69. TIS states widening on SH-69 is needed. o Your Safety . Your Mobility . Your Economic Opportunity Q4T DEp MEMO NO. 39 Page 5 of 8 Site Traffic Full Build Out Total Traffic Amity Road&SH W Amity Road&SH 69 1 0 14 0 1 18 625 69 0 0 190 -� �137 0 +-0 218 —98 1 �1 42 r31 11 1 41 7 AM 0 1738 109 AM AM Site=75 AM Total=3,325 AM%=2.26 1 Amity Road&SH 69' 1 Amity Road&SH 69 PM Site=94 PM Total=3,867 PM%=2.43 0 47 0 79 2019 111 Proportionate Share for SH-69 Avg%=2.34 t + Widening thru Amity Rd 0 i-0 66 102 Intersection 0 0 144 —215 4 � (-4 47 � r111 7 28 4 PM 48 887 38 PM Determination of Proportionate Share Contribution Cost Estimate ITD shall provide a conceptual cost estimate for any proportionate share mitigation improvements. The conceptual cost estimate will be based on conservative assumptions for roadway base depth. Conceptual cost estimate will include estimated right-of-way(R/W)costs,if additional R/W is required to construct the improvement, ITD is willing to adjust cost estimate based on actual surveyed data if provided by the developer. See Appendix A for conceptual cost estimate unit prices. The developer's proportionate share percentage shall be multiplied by the conceptual improvement cost to calculate the development's proportionate share contribution. Proportionate share contributions shall either be required in full prior to occupancy of any structures or at a pro-rated amount per each unit if residential, or per square footage of commercial development. Proportionate shares costs shall be held either within an Intergovernmental ITD/Agency agreement or by ITD as defined in the section below. Intergovernmental ITD/Agency Agreement Per Idaho Statute 67-8204A, the legislature finds that governmental entities are authorized to enter into agreements with the ITD for system improvements. ITD shall establish jurisdiction-wide intergovernmental agreements to hold development proportionate share contributions. ITD and the partnering agency will jointly identity future projects to be funded from the development contributions. o Your Safety . Your Mobility . Your Economic Opportunity Q4T DEp MEMO NO. 39 Page 6 of 8 For agencies that will not enter into an interagency agreement, ITD will utilize available financial mechanisms to hold development contributions internal to ITD. Development contribution funds shall be used within 10 years of receipt; otherwise shall be returned to the developer. This Memo on Development Proportionate Share Contribution is applicable until amended or superseded by new ITD policy. Proportionate share contributions are not an impact fee, they are costs associated to mitigate for development impacts to the State highway system. Digitally signed by J.Caleb Lakey DN:C=US,E=caleb.lakey@itd.idaho.gov, O=Idaho Transportation Department, r IL J. Caleb La key Reasonnl istrict Ad approving nist s document Contact Info:208-334-8301 Date:2020.11.17 14:56:21-07'00' J. CALEB LAKEY,P.E. District 3 Administrator Oversight: Engineering Original Issue Date: November 13,2019 Revised Date: November 13,2020 o Your Safety . Your Mobility . Your Economic Opportunity Q4T DEp MEMO NO. 39 Page 7 of 8 APPENDIX A-Conceptual Cost Estimate Unit Price Values Intersection Widening- Conceptual Cast Estimate Estimated By: Date: Checked By: Date: Location: Scope: Item Description Quantity Unit Price cost Source SEC710N 4 201-010A CLEARING&GRUBBING 0.00 ACRE $ 6,833.00 $ - KN 18872 203-015A REM OF BITUMINOUS SURF 0.00 SY $ 9.67 $ - KN 18872 203-130A REMOVAL OF PAV MARKINGS 0.00 FT $ 1.00 $ - KN 18852 205-005A EXCAVATION 0.00 CY $ 15.25 $ - KN 18972 301-005A GRANULARSUBBASE 0.00 TON $ 15.90 $ - KN 18872 303-022A 3/4"AGGRTY B.FOR BASE 0.00 TON $ 18.30 $ - KN 18872 401-020A CSS-1 DIL EMUL ASPH FOR TACK COAT 0.00 GAL $ 3.48 $ - KN 18872 40.5-435A SUPERPAVE HMA PAV INCLASPH&ADD CLSP-3 0.00 TON $ 70.00 $ - KN 18872 614-015A SIDEWALK 0.00 SY $ 80.00 $ - KN 20294 514-025A CURB RAMP 0.00 SY $ 193.50 $ - KN 19955 615-492A CURB&GUTTER TYPE 2 0.00 FT $ 50.00 $ - KN 20294 621-005A SEED BED PREPARATION 0.00 ACRE $ 1,529.67 $ - KN 18872 521-010A SEEDING 0.00 ACRE $ 1,563.33 $ - KN 18872 KN 1996.5 515-651A TRAFFIC SEPARATOR TYPE 0.00 FT $ 20.00 $ KN19955 207,38 TRANSVERSE,WORD,SYMBOL,ARROW PAV 630-020A 0.00 SF $ 3.40 $ - KN 13962 M KG-WATERBORNE 630-025A LONGITUDINAL PAVEMENT MARKING 0.00 FT $ 1.05 $ - KN 18872 655-005A TRAFSIGNALINSTALLATION 0.00LS $229,000.00 $ - KN18872 675-005A SURVEY 1.00 LS $ - $ - KN 18872 Traffic Control 1.00 LS $ - $ - KN 18872 Miscellaneous Minor Items 5% $ - Mobilization 10% $ - SECTION 1Sub-Tota1 $ - S€CTION 2 CN Change Order/Quantity Variance 5% $ - CN Non-Bid Items 3.596 $ - SECTION 2Sub-Tota1 $ - SUMMARY Sub-Total:SECTION 1&SECTION 2 $ - Contingency-Soaping Level 30% $ - TOTAL CONSTRUCTION COST 5 - o Your Safety . Your Mobility . Your Economic Opportunity 9 D QpP MEMO NO. 39 Page 8 of 8 Su m ma ry of Proj ect Costs Amount Construction $ Design Services 10% $ Construction Services 12% $ Right-of-Way 0.00 ACRES $ Tota I Cost $ - Appendix B ITD Planning Documents to be used in Proportionate Share Contribution Calculations • US 20/26 Corridor Study(Eagle Road to Caldwell) o Strip Maps https://apps.itd.idaho.gov/apps/us2026CorridorStudy/Strip-Maps.pdf • SH-44 Traffic and Access Report o Document h!Ms:Hitd.idaho.go�p-content/uploads/2019/02/ID- 44_Corridor Traffic_Access_Report.pdf • SH-55 South Corridor Plan o Appendices https:Happs.itd.idaho.gov/Apps/d3/55 Corridor/Idaho55SouthCorridorPlanAppendicies.pdf • SH-55 Pearl Lane to Middleton Road Traffic Report o Hard copy available upon request • SH-69 Overland Road to Kuna Traffic Study o Hard copy available upon request • US-20/American Legion Blvd Access Technical Memorandum(8/3/2018) o Hard copy available upon request Shafer View Terrace Proportionate Share Contribution (2/5/2021) 50 Units • 4 will be accessed from Shafer View Drive • 46 will take access to Quartz Road. 46 Units Single Family Homes ITE Code (210) Single Family AM Trip Rate = 0.74 PM Trip Rate = 0.99 77-7-7-77 Quartz Road _ % . air' -� � SXaFEA wEw TEAra[� �� j M£wiOiAN,iO/.XO Quartz Road is located at the mid mile between Amity Road and Lake Hazel Road A trip distribution diagram was not provided to the department. Since Quartz Road stops at the end of the development, ITD must assume that all 46 residential units will head west on Quartz Road to the SH-69 / Quartz Road intersection. Per the SH-69 Corridor Plan, this intersection's ultimate configuration is to be Restricted U-turn Crossing (RCUT) on a 6-lane section. ITD estimated the design and construction of an RCUT at SH-69 / Quartz Road as approximately $5,877,022. Proportionate share is based on the average AM and PM site trips through the intersection of SH-69 / Quartz Road compared to average number of AM and PM trips in 2040. Site Traffic AM Peak 46 units x 0.74 = 34 trips PM Peak 46 units x 0.99 = 46 trips Total Traffic 2040 @ SH-69/Quartz Road E-W RCUT 5+69 1,EA 2,547 f146 98% 2% 2 547 3 L 169 22 Future Collector Future Collector 1_- 10 U4 10ffn 114 4- O;n nn 4r 6?n 25 n y 49 49 1C0;6 25 f ■ 7 Z433 21 1,L'# 0% 99% 1% 1,194 Z457 AM Peak by E-W RCUT SF+59 2,566 1,429 2% %% 2n 1,429 50 2,461 55 Future Collector Future Collector 76 76 84 IN% 94 D"n 0% ffn 9 0% 83 83 100% 9 t ■ 26 1,345 28 2.470 2% 96% 2% 2,470 1,399 PM Peak SM69 AM Site= 34 AM Total= 3,800 AM%= 0.89 PM Site= 46 PM Total=4,058 PM%= 1.13 Proportionate Share for SH-69/Quartz Road Avg%=1.01 RCUT Intersection Improvements Proportionate share contribution of 1.01% is $59,358. Conceptual Cost Estimate Estimated By: Dan Block Date: 1/13/2021 Checked By: Date: Location: SH-69;Local Rd ROUT(Segment 002150) Scope: Widen SH-69 north and south of the local road intersection to provide for three(3)designated thru lanes,one(1)designated right turn lane,and one(1)designated left turn lane. The local road approach is configured for right-in,right-out access to and from SH-69. Local traffic intending to turn left or go straight is accommodated downstream of the intersection via a Restricted Crossing U-turn(RCUT). This estimate includes a traffic signal at the local road intersection to facilitate pedestrian and local traffic movements,as well as,traffic signals at the two(2)RCUT locations to provide protected left turns(u-turns). Raised center medians are included to provide separation and channelization. Pavement work is limited to the areas requiring widening. Existing pavement not impacted by the widening or medians is left as-is,and does not receive any treatment. Right-of-way needs are estimated based on impacts of the conceptual layout. Item Quantity Unit Price Cost Note SECTION T ............................................................................................................................._..._.._...._.._...-..-....-.._.._.._...._.._.._..-....-.....................................-..-........-......................-..........................................-......................................-..................-................................................ 201-010A CLEARING&GRUBBING 1.00 LS $ 10,000.00 $ 10,000.00 KN 18872 .................................................... ...-......................-................................................................................. ............................... 205-005A EXCAVATION 27,152.00 CY $ 13.79 $ 374,426.08 KN 19944 ................................................................................................................................................................................................................................................................................................................................................................................................................................................... 203-015A REM OF BITUMINOUS SURF 10,001.00 SY $ 3.92 $ 39,203.92 KN 19814 .............................................................................................................................................................................................................-..-............................................................................................................................................................................................................................ 301-005A GRANULAR SUBBASE 36,382.00 TON $ 8.95 $ 325,618.90 KN 12368 ........................................................................................................................................................................................................................................................................................................-..................................................................................................................................... 401-020A CSS-1 DIL EMUL ASPH FOR TACK COAT 2,90100 GAL $ 3.48 $ 10,109.40 KN 18972 ............................................................................................................................................................................................................................................................................................................................................................................................................................................... 405-435A SUPERPAVE HMA PAV INCL ASPH&ADD CL SP-3 7,999.00 TON $ 67.20 $ 530,812,80 KN 18991 ............................................................................................................................................................................................................................................................................................................................................................................................................................................... 303-022A 3/4"AGGR TY B.FOR BASE 12,310.00 TON $ 18.26 $ 224,790.60 KN 19190 .................................................................................................................................. . . . . 614-015A 51DEWALK 461.00 SY $ 50.00 $ 23,050.00 KN 18950 ..............................................................................................................................-............................................................................................................................................................................................................................................................................................................... 615-259A CURB TYPE 3 3,987.00 FT $ 16.83 $ 67,101.21 KN 13481 .................................................................................................................................-.....................................-.................-..............-................................................................................................................................................................................................................................ 615-492A CURB&GUTTER TYPE 2 282.00 FT $ 31.85 $ 8,981,70 KN 19965 ..............................................................................................................................-.............................................................-..............-................................................................................................................................................................................................................................ 615-GS1A TRAFFIC SEPARATOR TYPE 1,680.00 FT $ 21.00 $ 35,280.00 KN 19965 .................................................................................................................................................................................................................-............................................................................................................................................................................................................................ 621-DOSA SEED BED PREPARATION 2.03 ACRE $ 4,000.00 $ 8,120.00 KN 13387 ................................................................................................................................................................................................................................................................................................................................................................................................................ 621-010A SEEDING 2.03 ACRE $ 2,400.00 $ 4,872.00 KN 13387 .............................................................................................................................................................................................-..............-................................................................. ............................... 630-025A LONGITUDINAL PAY MKG-WATERBORNE 74,916.00 FT $ 0.12 $ 8,989.92 KN 13387 .............................................................................................................................................................................................-..............-................................................................................................................................................................................................................................ 656-005A TRAFFIC SIGNAL INSTALLATION(Local Road) 1.00 EA $ 325,000.00 $ 325,000.00 KN 19814 ............................................................................................................................................................................................-.................-.............-............................................................................................................................................................................................................. 656-005B TRAFFIC SIGNAL INSTALLATION(RCUT) 2.00 EA $ 81,250.00 $ 162,500.00 KN 19814 .............................................................................................................................................................................................................-................................................................................................................................................................................................................................ 675-005A SURVEY 1.00 LS $ 110,000.00 $ 110,000.00 KN 19944 ............................................................................................................................................................................................-..............-................................................................................................................................................................................................................................ SP MEDIAN CONCRETE 2,091.00 SY $ 38.79 $ 81,109.89 KN 19944 ................................................................................................................................................................................................................................................................................................................................................................................................................ SP Traffic Control 1.00 LS $ 250,000.00 $ 250,000.00 KN 19944 ......................................................................................................................................................................................................................................................................................................................................................................................................................................... Mobilization 10% $ 259,995:64 .................................................................................................................................................................................................................-..................................................................................................................................................................................................................... SECTION 1 Sub-Total $ 2,859,952.06 ................................................................................................................................................................................................................................-............................................................................................................................................................................................................. SECTION 2 ........................................................................................................................................................................................................-......................-....................................................................................-..................................................................................................................... CN Change order Quantity Variance 5% $ 142,997,60 ...........................................................................................................................................................................................-..-..............-..................-....................................................................... ............................... CN Non-Bid Items 3.5% $ 100,098.32 ................................................................................................................................................................................................................................................................................................................................................................................................................................................... SECTION 2 Sub-Total $ 243,095.93 SUMMARY Sub-Total:SECTION 1&SECTION 2 $ 3,103,047,99 Contingency-Scoping Level 30% $ 930,914AIJ TOTAL CONSTRUCTION COST $ 4,033,962.38 5ummary of Project Costs Amount Note Construction S 4,033,962.38 Design Services 10% $ 403,396.24 Construction Services 12% $ 484,075.49 Right-of-Way $ 955,587.99 Total Cost $ 5,877,022.09