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HomeMy WebLinkAbout2021-07-16 ITD Staff Technical Report 1pAyp * Your Safety • Your Mobility z Staff Technical Report asp Q�� Your Economic Opportunity 12/29/2020 UPDATED 1/14/2021 Development: Briar Ridge Subdivision Lead Agency: City of Meridian Sonya Allen 33 E. Broadway Ave., Meridian, Idaho 83642 sallen@meridiancity.org Phone: 208-888-4433 Location: Southwest corner of Quartz Road and SH-69 SH-69 MP 6.638 Applicant: Shawn Brownlee Trilogy Development 9839 W Cable Car Street, Suite 101 Boise, ID 83709 shawn@trilogyidaho.com Phone: 208-895-8858 Consultant: Sonia Daleidan Kittelson &Associates 101 S Capitol Boulevard, Suite 600 Boise, ID 83702 sdaleidan@kittelson.com Phone: 208-338-2683 Staff Contact: Erika Bowen Idaho Transportation Department Traffic Technical Engineer Erika.Bowen@itd.idaho.gov Phone: 208-265-4312 ext.#7 Page 1 of 12 Proportionate Share Contribution ITD District 3 has issued Memo 39-Development Proportionate Share Contribution (Updated 11-13-2020) as a means to request equitable contribution from developers to improve public facilities needed to serve new growth and development. ITD does not have jurisdictional authority to require proportionate share contribution from the developer because they are not asking for a direct access approach. ITD has reviewed the provided Traffic Impact Study for the Briar Ridge Subdivision and have determine impacts to the State Highway System based on increased trips to the corridor. ITD shall send a formal letter of request to the city of Meridian to add ITD's identified proportionate share contribution to the applicant's development agreement for use on future SH-69 to mitigate for the developments impacts to the corridor. Intersection Proportionate Share Contribution SH-69/Quartz Road $242,133 SH-16/Amity Road NA SH-16/ Lake Hazel NA TOTAL $242,133 Per household unit Approx. $1,071 Traffic Impact Study Overview 1. Proposed Development The proposed Briar Ridge Subdivision shall contain 122 single-family homes and 104 multi-family town houses. The proposed buildout year is 2025.The development is not requesting any access to the State Highway System 2. Vicinity Map Quark creek Road lake Hanes Road y� y Pa ge 2 of 12 3. Trip Generation: DailyWeekday AM Peak Hnur Weekday PM Pea k HOUF LOW ULSE low" Totmi. in Oat Total IRL O-Et SiFIgleFarnilg 21-0 222 1l249 91 �3 to 123 77 45 Housing DailyWeekday AM Peak Hour Weekday PM Pea k HOUF Land Use L iMFTotal in Ormt Total in 0111 F.lulti-Family 220 204 745 Sd 11 38 61 39 23 Housing SLOW Rae] Total 7215 1p9W 1A1 M 107 1&4 UA 68 4. Trip Distribution A. r ri •r. - i S. Traffic Impact Study Recommendations Dated:November 2020 Kittleson &Associates prepared a traffic impact study(TIS)for the proposed Briar Ridge Subdivision. Below is an executive summary of the findings and recommendations presented in the TIS by Kittleson &Associates.The following summary is not the opinion of ITD staff. ITD staff has reviewed the submitted traffic impact study for consistency with ITD policies and practices and may have additional and/or varied requirements beyond what is noted in the summary. Page 3 of 12 FINDINGS Existing Conditions ■ All study intersections were found to exceed ITD's desired operational thresholds during the existing weekday a_m_and p_m_ peak hours: a SH 6a/Amity Road: ■ The westbound through/right movement operates at V/C>0.90 (0.92)and LOS F during the a-m_and p-m_peak hours. ■ The northbound through/right movement operates at V/C>0.90(0.96)duringthe a_m_ peak hour_ ■ The overall intersection operates at a V/C>0.90(0.91)in the weekday a.rn_ peak hour. a SH 69/Lake Hazel Road(AM peak hou r): The eastbound through/right movement operates at LOSE during the a-m_and p-m_peak hours. ■ The westbound throughf right movement operates at LOS E during the a.m. peak hour and LOS F during the p_m_ peak hour(with WC of 0.93)_ + All study roadway segments operate within the volume threshold for LOS D under existing conditions. + Crash data at the study intersections and roadway segments for the most recent five years of complete data(2015-2019)were analyzed for existing crash trends_The most common crash type was a rear-end crash at SH 69/Amity Road_ Year 2025 Background Traffic Conditions ■ As under existing conditions,year 2025 background traffic analysis(without inclusion of site- generated traffic) found that all study intersections are expected to operate above ITD desired thresholds during the weekday a_m_and p_m_ peak hour- s-o SH 64{Amity Road ■ The overall intersection as well as the westbound and northbound through movements are projected to operate at LOS F and overcapacity in the a_m_ peak(hour_ ■ The southbound and westbound movements are projected to operate at LOS Fand overcapacityinthe p.m. peak hour_ ■ To meet agency operating guidelines an additional northbound through lane, northbound right-turn lane, southbound through lane and westbound right- turn Ilane is needed. ■ ITD is currently completing a corridor study for SH 69 in this area and the vision presented by that study identifies a future Median U Turn (MUT) intersection at this location along with widening of SH 69 to three lanes in each direction from Overland Road to Lake Hazel Road. Page 4 of 12 o SH 69{Lake Hazel Road ■ The overall intersection operates at a WC > 0.90 in bath the a_m_ and p_m_ peak hours(0.97 and 1.07,respectively). ■ The northbound through/right movement operates overcapacity and LOS F during the a.m. peak hour. ■ ThewestbouA and north boundmovementsoperateovercapacity and atLOS F during the p-m_peak hour. ■ ITD is currently completing a corridor study for 5H 69 in this area and the vision presented by that study identifies a future Median U Turn (MUT) intersection at this location along with widening of SH 69 to three lanes in each direction from Overland Road to Lake Hazel Road (likely through the intersection and then tapering to two lanes in each direction south of Lake Hazel Road). ■ 2025 background traffic volu mes on SH 69 roadway segments are projected to exceed LOS D volumethreshoIds in its current 5 lane configuration_ Year 2025 Total Traffic Conditions ■ Except for the eastbound approach to the SH 69/Quartz Creek Street intersection, no additional operational deficiencies and no additional mitigations beyond those outlined under 2025 background conditions resulted from the inclusion of site generated trip on the transportation system. ■ SH 69 f Quartz Creek Road o As afull movement Intersection,the eastbound approach operates overcapacity(VIC > 1.00)and LOS F during the a_m_ peak hour and overcapacity and LOS F during the p.m- peak hour_ o To meet agency operating standards the intersection is proposed as either a traffic signal or RCUT intersection. ■ ITD is currently completing a corridor study for 5H 69 in this area and the vision presented by that study identifies a future RCUT intersection at this location along with widening of SH 69 to three lanes in each direction from Overland Road to Lake Hazel Road. ■ The intersection can be mitigated to under capacity conditions by adding an exclusive eastbound left-turn lane, however, it will exceed ITD`s desire V/C threshold cf mo. ■ With an exclusive eastbound left-turn lane,up to 120 units of the Briar Ridge development can be occupied maintain this intersection as a full movement intersection before exceeding ITD's v/c threshold of 0.90_ o The intersection meets ITD turn lane warrants for a south bound right turn lane on SH 69_ ■ As under background conditions,2025totaI traffic volumes on SH 69 roadway segments are projected to exceed LOS D volume thresholds in its current 5 lane configuration. Page 5 of 12 RECOMMENDATIONS Based on the report's analyses and evaluation findings, recommendations were developed accordingly far time sce nario's conditi o ns. Year 2025 Background Traffic Condition Mitigations (Without the Proposed Development) The follow ing mitigations are recom men dedto accommodate the yea r2025 background traffic voIumes_ SN 69 lAmity Road • Implement ACHD CIP project IN2020-0090 • Implement ITDSH 69 corridor plan vision for improvement along SH 69 SjU 69 Bake Hazel Road • Implement ACHD CIP project IN202-0-0655 • Implement ITD SH 69 corridor plan vision for widening along SH 69 Additional Year 2025 Mitigations Needed with the Briar Ridge Development SH 69 Quartz Creek Street ■ Install an exclusive eastbound left-turn lane on Quartz Creels Street. ■ Install southbound right turn lane with approximately 100 fret of vehicle storage_ ■ Up to 120 units of the Briar Midge development can be occupied before movement restrictions at the intersection are required_ ITD Proportionate Share Contributions 1. SH-16 and Quartz Road *All supporting documentation in Appendix A ITD has issued a permit for the Percy Subdivision located on the east side of SH-69 along Quartz Road that limits Quartz Road to right-in, right-out, left-in with a traffic separator.The TIS analyzed the intersection of Quartz Road and SH-69 as a full access.The intersection fails at 202S buildout for the eastbound left turn movements. ITD's SH-69 Corridor Study has gone out for public comment with preliminary findings showing reduced conflict u-turn crossings (RCUTs) at the mid-mile and median u-turn crossings (MUTs) at the mile achieves an acceptable level of service in 2040. At this time, RCUT cost estimates shall be used as the basis for any proportionate share contributions for mid-mile intersections along SH-69. It is possible that the SH-69 Corridor Study may alter its preliminary intersection recommendations before the study is finalized. The SH-69 Corridor Study also shows that SH-69 shall be widened to a six-lane facility north of Lake Hazel Road. Page 6 of 12 A 0 K m o � Z Z [xrm.a nw sn N1.Mr Y� 1 LOCAL ROAD 1 inn.wcnwr. i - C Z n z a � Reduced Conflict U-Turn Crossing For the purposes of ITD's proportionate share calculation a RCUT cost estimate will be used. Forecasted AM/PM trips are available for 2040.Total site traffic will be compared to 2040 total traffic volumes to calculate proportionate share. ITD estimated the design and construction costs of a RCUT within the six-lane section at the intersection of SH-69/Quartz Road to be $5,877,022. See Appendix A. Page 7 of 12 Total Site Traffic ©Dtt*. LANE CONFIG AM VOLUME PM VOLUME 21� 13� Total 2040 Traffic E-W RCUT SK69 E-W RCUT SF469 1,194 I 2,547 2,555 1,429 0% 98% 2% 2-47 2% 96% 2% 1,429 3 L 169 22 50 2,461 545 Future Collector Future Collector Future Collector T Future Collector 10 10 ` 114 100% 114 75 76 84 iw% 84 T 0% 0% 0% 4r 0% F 0% -r 035 I 25 0% y 49 49 9 0% 83 83 lo0% 25 4 100% 9 7 Z433 27 26 1345 28 1,194 4% 99% 1% Z470 2% 96% 2% 1,194 Z467 2,470 1,399 SK 69 SH-69 AM Peak PM Peak Proportionate Share Calculations AM Site= 141 AM Total= 3,800 AM%= 3.71 PM Site= 184 PM Total= 4,058 PM%= 4.53 Average Proportionate Share Percentage Avg%=4.12 SH-69/Quartz Road RCUT Cost Estimate $5,877,022 Proportionate Share Contribution $242,133 Staff calculates the developer's proportionate share to be $242,133 (4.12%) based on site trips versus total intersection trips at 2040 buildout. Page 8 of 12 2. SH-69 and Amity Road One hundred percent of all Briar Ridge traffic enters/exit the intersection of SH-69/Quartz Road. No mitigation is required at this intersection. 3. SH-69 and Lake Hazel Road One hundred percent of all Briar Ridge traffic enters/exit the intersection of SH-69/Quartz Road. No mitigation is required at this intersection. *ITD Staff Recommendations are intended to assure that the proposed development will not place an undue burden on the existing State Highway system within the vicinity impacted by the proposed development. **Recommendations included in ITD's Staff Technical Report along with any development conditions (see associated Permit Committee Agenda/Minutes)is only valid for the period of one year from the date of the TIS report. ITD reserves the right to request an updated TIS to reflect current traffic conditions if an approved encroachment application and/or proportionate share contribution are not obtained/provided within one year. 4. Appendices Appendix A SH-69/Quartz Road Documentation Page 9 of 12 Appendix A SH-16 / Quartz Road Documentation Table 14:Year 2025 Tota I I n r,,rsection Operations-Weekday AM and PM Peak Hour Eel 0.7E D 49.5 0.51 0 49.9 E&TR 0.75 F 57-2 0.50 0 53.3 WEL 0.25 6 42.1 M5 0 39.6 1 SHSB} Tr.ffici'gna IS FJf .122.21 'NBTR 1_07 F 12" 1-06 F 1197 Amity Road L09 73.6 NBL D.10 3 19.3 1 0.3E 0 3&.7 NBTR 1.30 F foal 0.64 C 2&.4 SBL 0.63 C 40.4 0.50 C 22.1 SBTR 0.42 C 25.1 1_11 F 9&6 EBLTR' 1.00 F 15" 1_88 F 630.3 W&A 0.33 G 2F.& 0.10 6 14.1 2 5H691 T.vsc Ay 43.51 NBL D.01 A 9.8 0.1= C 21-3 Quartz Creek Road a 14.5 N&1 - - - I - - SBL D.07 C 19.9 0.10 6 12A - E9l 0.41 6 42.4 0.36 50.5 E&TR D.&9 F 57.6 0.2E 51.7 13_ D.2.2 C 41.9 0.27 0 13.3 3 SH 6 1rtficS'�na €ff 9} 0.96 73.5f 1113-F. D.79 F 67.9 1.04 F 11i7 f Lake HazelRoad66.6 NBL 0.07 3 1,.E I .2E 1.0T NBTR 1_112 F 10d:7 0.66 C 32.1 SBL 0.65 C 39.E 0.52 C 24.3 SBTR OA5 22.9 1 1-07 F RCS VICrntio is dld5ned asti+rhide-toxapacity ratio,which calculate the nu tuber of vchick divided by the capac.-}of nce roadway{rrtersectian duriirthe:peak 15 minutes of the peak hour.LOS stand Far Level of Service.Delay is reported in xcands pervehiclt flct in the table above twat ar balded.ita&izod,and hirhlioted indicatt an intersection and/Dr lane 6roupoperatinr,belaw the jurisdictional=nPdards_ mmernentsin the b:secondition *Per the Percy Subdivision ITD Permit, Quartz Road shall be limited to right-in, right-out, left-in prior to 2025. Page 10 of 12 Table 17:SH 69 f Quartz Creek Mitigation Operations-Year 2025 Total Traffic Conditions E IL GL" F I503 12•99 F 33].7 E65 DIM 3 11.7 a.Q7 C -2 5 WML 0.12 F 95.7 0-04 F 42 E5 Left Turn WA NIA WHTR 0.31 D 0 2SC -10 6 14.0 Lane N{k N6L 0.01 5 9" 0-11 C 21.3 NBTR - - - S6L 0.07 C _3: 0-10 6 12.1) - EEL OA4 D MA ik32 C 33.2 E 6TR 0.11 C 3" 0.11 C 29.6 SH 691 WEL 0.02 C 3Q7 0.01 C 29.7 2 Quartz Creek Road Q791 B f 1Ld f VMR 0.33 C 32.0 03D C 31.1 Trafric Sena I 0.77 A 6.7 N6L 0.02 A 4.7 0-15 6 15.1 NBTR 011 6 12.1 OA15 A 2-9 SOL 0.11 6 14J 0-15 A 4-8 SBTR 0.34 A 4.1 "1 A 7.6 EB 0.21 6 13-1 0-35 0 3Q3 WE 0.33 D 29.9 0•1ja 5 N6L 0.01 d 9.9 0-11 C RCLrI WA NIA NJk -- NBTR - - - S6L 0.07 C 14.8 Q10 E. - V/C ratio is defined as vehicle to'caparikV ratio,whirr olrulater the nurnbcr of vehicles divided by the opacity wf the r3adw2t:-..7.ersec:.on duriigth--peak 15 m inurbes of the peak hour-LOSstand for Level c f Service-aeby is reported in sera}nds pervehide.CeILs in the table above that are bolded rtafkiro ,and hi6hlighted irdiotean intermectian and}or lane Foup aperatins below the jurisdictional standards. Page 11 of 12 Conceptual Cost Estimate Estimated By: Dan Block Date: 1113/2021 Checked By: Date: Location: SH-69;Local Rd RCUT(Segment 002150) Scope: Widen SH-69 north and south Gfthe local road intersection to provide farthree(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-Gut 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 (ROUT). This estimate includes a traffic signal at the local road intersection to facilitate pedestrian and local traffic movements,as well as,traffic signals atthe 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 Qua Unit Prig Cost Note SEMON 1 _......_................................._......_......_......_......_......_....................................................................................................._......_......_................ ..._......_......_......_......_ 201-010A CLEARING&GRUBBING 1 a I LS $ 10,O COD.OD $ 10,000.00 KN iM72 ............................................................................................................................................................................................................r..................................... 205-005A E}fCAVATION 27,152.00 CY 13.79 374426.08 KN 19944 ........................._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ 203-015A REM OF BITUMINOUS SURF 10,001.00 SY $ 3.92 $ 19,203.92 KN 19814 _......_................................._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ 301-005A GRANULAR SUBBASE 36,392.00 TON .44.._00....51...-0,.4._..23...0...A..... . .._......_............... ..,...................... .. ..&....._9....5........._........ 3..2..5..,.,.6..1..a...9._0.. KN 11....82.....8.3..._67....9 ...CS1DLEMLAHFOTACCO .......................................2,905A0.GA ........$................. ........10,.19.4 ......a. 5.A....S..UP.E.R. AEHM .PAV.I.NCLA .DCL.S.P.3........................ O ........ ............... ...... .......(.N- ....._18991 303-022A...3JA'AGGR TY if 6 i BASE....._......_..............................................i2,310.00 TON.......$............_. _26'..._..rS...._...22A,780.fi0....-•I(N 19190 .._......_................................._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ 614-015A SIDEWALK 461.00 SY $ 50.OD $ 23,050.00 KN 18950 .._......_................................._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ 615-258A CURB TYPE 3 3,987.00 FT S 1693 $ 67,101.21 KN 13481 ...............................................................................................................................................................$...............................S..............r..................................... 615,492A CURB�GUTTER TYPE 2 282.00 FT 31.85 8 981.70 I(N 19965 _......_................................._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ 615-651A TRAFFICSEPARATOR TYPE 1 1,680.00 FT $ 21.00 $ 35,280.00 I(N 19965 _......_................................._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ 621-005A SEED BED PREPARATION 2.03 ACRE $ 4,ODD.00 $ 8,120.00 I(N 13387 621-01OA SEEDING 2.03 ACRE $ 2,400.OD $ 4,872.00 KN 13397 _......_................................._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ 630-025A LONGITUDINAL PAV MKG WATERBORNE 74,916.00 FT $ 0.12 $ 8,989.92 I(N 13387 ................................................................................................................................................................................................................................................... 656-005A TRAFFIC SIGNAL INSTALLATION(Loral Read} LOO EA $ 325,ODD.00 $ 325,0OO.0D I(N 19814 _......_................................._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ 656-0058 YRAFFICSIGNAL INSTALLATION(RCUT) 2.00 EA $ 81,250.00 $ 162,500.00 I(N 19814 675-005A SURVEY 1.aa LS $ 110,000.OD $ 110,OW 00 KN 19944 .._......_................................._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ SP MEDIAN CONCRETE 2,091.00 SY $ 38.79 $ 81,109.89 KN 19944 ................ SP Traffic Control 1.00 LS $ 250,00D.00 .. 250,000.00 I(N 19944 ................................................................................................................................................................................................................................................... Mobilization 10% $ 259,995.64 .._......_................................._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ SECTION 1 Sub-Total $ 2,859,95206 ._......_................................._......_......_......_......_......_.............................................................................................._......_. S€CT7UN 1 .._......_...........CN Chan Order/Quantity Variance..... ..................................................��..............................._......_......_..� 142,997.�..._... ...._......_......_......_ .._......_.......................... ..._......_......_......_......_......_.............................................................................................._......_......_......_..................._......_......_......_......_ CN Non-Bid Items 33% $ 106,098.32 ................................................................................................................................................................................................................................................... SECTION 2 Sub-Total $ 243,095.93 Si MIA4RY Suib-Total-SECTION 1&SECTION 2 $ 3,103,047.99 Contingency-Scoping Level 30% $ 930.914.40 TOTAL CONSTRUCTION COST $ 4,033,962.38 Summary of Project Costs Amount Note Construction $ 4,013,962.38 Design Services 10% $ 403,3136.24 Construction Services 12% $ 484,075.49 Right-of-Way $ 955,587.99 Total Cost $ 5,877,022.09 Page 12 of 12 • •�.I f ''�• {� • i,r:. -+t ''. ._ V7,� :( � . r - `- :• 3 _ ,y�+' '1 .1,:Sry .ram „ •# , :i.era. _ i. .t t' •'_'�',r< M1 -- f .r � .:r _ �" -, '�` ,a`i4. �r I 1 •v„ 3 _ • -i�'� ry'.f # .- �: ��' + '� •C_'��•�'�_ i�, x. r, ..fti}„��•,_gs��r,�L7: -rr. �r•• �� - h w •�•r:•C:+,i�': } .. - rr' : .. �}'i ,.Ya"'Rly''4'T��"r'f" .'a 1` .i "y'ti.. •.ry i' ` - - - i R�ia'•\w + ram`1r_rSt'.,.a� '�+a'l7• }[+�S��rya�.i�'' ,�•. • -•k a F .• .. .1 - .. .-- .... r, •_� :+..'. ,' 1•c'' .!�•a�,r _ I I r. - � - �. + t,• � Mt ry�'.r •ti� .4!`r' r _ .. r -.,- ..' _ _ �•r r�j'••-'�r 'ir. � . •.. � "� r� - ., L� � I+ •P n - ;�' ,. �J. 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