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PZ - Traffic Impact Analysis ENGINX UG,INC. 181 East 50th Street Garden City, ID 83714 (208)841-4996 MEMORANDUM DATE: June 1,2023 TO: Shawn Brownlee \0NAL Trilogy Development,Inc. T FROM: Chhang Ream,P.E.,PTOE 1 CR Engineering,Inc. 0'C1/01/23 PROJECT: Farmstone Crossing Subdivision ' /y G Meridian, Idaho SUBJECT: Traffic Impact Analysis Introduction This memorandum summarizes the traffic impact analysis for the proposed Farmstone Crossing Subdivision located east of Black Cat Road between Franklin Road and I-84 in Meridian, Idaho, as shown in Figure 1. Farmstone Crossing Subdivision is a proposed mixed-use development containing 361,500 square feet of industrial/flex and commercial space. The development is planning to construct one access roadway, Vanguard Street, along the site frontage connecting to Black Cat Road for site access. Based on our coordination with Ada County Highway District (ACHD) staff, the proposed development is consistent with the Ten Mile Interchange Specific Area Plan(TMISAP);therefore, a full traffic impact study is not required. ACHD requires an abbreviated traffic impact analysis(TIA) addressing the following: ■ Site trip generation and distribution ■ Access spacing analysis ■ Turn lane analysis The following sections summarize the project, traffic data, and analysis results. S:Iprojectsl23-04 Black Cat lndustrialldoclFarmstone Crossing TIA.docx 1 of Traffic Impact Analysis Farmstone Crossing Subdivision June 2023 Meridian, Idaho Figure 1 —Site Location and Vicinity l F;�■iii Wiiii'i�iiiii�iii;�■i �*f i�ii l�iit�##iWM F �#f�Mi#fif Ffii�iii Mr Franklin Rd 5 , 1• OC 3 _W x1Z d s Vanguard S ' i -- SITE I-OA b � v4 � ri'OaE*vru _.i FARMSTONE CROSSING `u av=r"h SUBDIVISION 6 t ' . m tiltf---f—fft!lififii iiii—fi*ifi*i\M i is M 0 Wei&I Mf■MiE Mo wee f;;i*mum 0 mom LEGEND Alti-dal ■��sii� �awFFr��w�i Potent at Aderial Extension Collector .ou.auruor..ou Potential Collector Extension Limited Access(Highway) t ■■ r r potential Slip Ramp ............. Local (Source: Ten Mile Interchange Specific Area Plan) ENGINEWMG,INC. Page 2 of 8 Traffic Impact Analysis Farmstone Crossing Subdivision June 2023 Meridian, Idaho Proposed Development Figure 2 shows the preliminary site plan for the proposed Farmstone Crossing Subdivision. The development contains 270,880 square feet of industrial use,85,120 square feet of office use,and a 5,500-square-foot convenience store/gas station. The expected build-out year is 2026 but this may change depending on market conditions. The development is planning to construct Vanguard Street along the northern site frontage connecting to Black Cat Road for site access.Vanguard Street corresponds to the planned collector street in the TMISAP and ACHD Master Street Map (MSM). Three driveways are proposed on Vanguard Street. Access B aligns with the planned local road to the north in the TMISAP. Based on the proposed land use and roadway, Farmstone Crossing Subdivision is consistent with the intended land use and transportation system within the TMISAP. Figure 2—Farmstone Crossing Subdivision Preliminary Site Plan Ca: LOCAL STREET COMECTIO,4 T- }HMPME7 AVANI%11H 300' 600 - _+I IA Il"ri'f '''' '' ��.�.� '•��'. ITTf n,l r f I „-rn,-n�I I J'i y NTS n i:• I -�' -= �,�r'� l/n+ ,r,l,L1.6I,41, yr�^LI II II II I�-•.I�� L � --- -- --��{{'-- -� L1-1�1-1—IJ t - L = - _E. _ d -�i M1 - _ _ is I I II IFrr;lF� .a _ - - ..!_. LJ TL r'p ¢ ri I -- ��IIIIIIIIII 'I+rlr1niii� I i •. �f l'II'I YI YI I'Ii BUILDING 111'I'I'I'I" I I I I I I I I'I'I I I I'I I l l r :I'I 111 ' •.•.• - '•'a I�-LI LLI-LI-I LI 4 .I I•I I•LLLr I I I' ENGINEWMG,INC. Page 3 of 8 Traffic Impact Analysis Farmstone Crossing Subdivision June 2023 Meridian, Idaho Site Traffic Site trip generation is estimated using the procedures recommended in the latest edition of the Trip Generation Manual(1 Vh Edition),published by the Institute of Transportation Engineers (ITE). Table 1 summarizes the site trip generation. The development is estimated to generate approximately 5,930 trips per weekday, 645 trips during the AM peak hour, and 528 trips during the PM peak hour. Based on the proposed land uses and ITE methodology, the development does not retain peak hour trips internally within the site. Based on ITE pass-by rates,the proposed convenience store/gas station is estimated to generate 236 pass-by trips in the AM peak hour and 225 pass-by trips in the PM peak hour. Table 1 —Build-Out Site Traffic Trip Generation Summary ITE Total Pass-by Pass-by Primary Trips Land Use Code Size Unit Trips Rate Trips Total Entering Exiting Weekday Daily(vpd) General Light Industrial 110 270.88 TSF 1,069 - 1,069 50% 535 50% 534 General Office 710 85.12 TSF 1,009 - 1,009 50% 505 50% 504 C-Store/Gas Station 945 5.50 TSF 3,852 75% 2,889 963 50% 482 50% 481 Weekday Daily Total Trips 5,930 2,889 3,041 1,522 1,519 Weekday AM Peak Hour(vph) General Light Industrial 110 270.88 TSF 188 188 88% 165 12% 23 General Office 710 85.12 TSF 146 - - 146 88% 128 12% 18 C-Store/Gas Station 945 5.50 TSF 311 76% 236 75 50% 37 50% 38 Weekday AM Peak Hour Total Trips 645 236 409 330 79 Weekday PM Peak Hour(vph) General Light Industrial 110 270.88 TSF 83 83 14% 12 86% 71 General Office 710 85.12 TSF 145 - - 145 17% 25 83% 120 C-Store/Gas Station 945 5.50 TSF 300 75% 225 75 50% 38 50% 37 Weekday PM Peak Hour Total Trips 528 225 303 75 228 Site traffic was distributed and assigned to the external roadway system based on current travel patterns,site layout, proposed roadway connectivities, and the general location of the site within the area. Figure 3 summarizes the estimated site traffic distribution pattern and assignment. By the 2026 build-out year, Vanguard Street is not anticipated to have other connectivities to Ten Mile Road or Franklin Road. Therefore, all site traffic will travel through the Vanguard Street and Black Cat Road intersection. Beyond the build-out year once Vanguard Street has connectivities to Ten Mile Road and Franklin Road, approximately 40%of the site traffic is anticipated to travel on Vanguard Street east of the site. ENGIMERING,INC. Page 4 of 8 Traffic Impact Analysis Formstone Crossing Subdivision June 2023 Meridian, Idaho Figure 3—Estimated Site Traffic Distribution Patterns and Assignment 80 O/O L -L T FEi E T T E - = I 100 0 __ f IIL ' I I f- _ ♦ I �['rrri=Yll II-11-1 i�11-1'I� f.'1111111 I .---- .' T^�-.err, �rr;rl�lrrll"=;Trrrn�ll I NTS 13 I III 20 r p. t �. = L�Lliilllll.l �^ Ihn'illi� iiiiiiiiiiii °' """'" _ � I"Ir �•�I I'I-I-II II II"I I' I' I I _7_, r-J eU1LDING 5 'II'II'11-11-I1'I•.:'f'I'll'll'll l:-„�I - - - " "'T[ITI,II l r I 'I I'I'I I'I I I- i I I I'I ICI l�il l rr+,.rl 1 11 l r l l i r..rl rl 1=11 11 +• �. i �_a---r--�:=��- '��'�... •iI II IIILI LI•.���;'��;';;';;�I'�,f'"I�'fL...�� „i�l' LI LII-II-I LI L"•II II II I+rl ll' �r+¢�•��" :i'-.__ __ /"`way �� 10 Vanguard St&Black Cat Rd 2 Access A&Vanguard St 3 Access B&Vanguard St 4 Access C&Vanguard St -28 292 Future Local Street � 153 0 0 AM Peak 228 AM Peak 32 69 AM Peak 9 0 AM Peak 0 r 44 220 0 159 0 69 0 -90 156 165 0 22 0 0 10 0 1 Vanguard St&Black Cat Rd 2 Access A&Vanguard St 3 Access B&Vanguard St 4 Access C&Vanguard St -74 134 Future Local Street �221 0 0 PM Peak 28 PM Peak 144 7 AM PeA Pea*— 37 0— PM Peak 0 r120 160� � 0 21� r0 7- � 0 -39 54 197 0 107 0 0 36 0 ITT ENGINEWMG,INC. Page 5 of 8 Traffic Impact Analysis Formstone Crossing Subdivision June 2023 Meridian, Idaho Access Spacing Analysis The proposed Vanguard Street intersection is located on Black Cat Road as planned in the TMISAP. Therefore, the Vanguard Street and Black Cat Road intersection is consistent with TMISAP and should be approved as proposed. According to the TMISAP, Vanguard Street is classified as a collector street with Street Section C,which has one travel lane in each direction, bike lanes, and detached sidewalks. There are no specific access spacing guidelines on Vanguard Street according to the TMISAP. As a result, access spacing requirements on collector street per ACHD Policy Section 7206.4.4 and Section 7206.4.5 were used,which are: • Driveways shall be located outside the area of influence of the stop-controlled intersection or 150 feet, whichever is greater • 330 feet minimum local street separation • 285 feet minimum driveway spacing for a 35-mph roadway Based on the access spacing as shown in the preliminary site plan summarized in Figure 2, the proposed accesses on Vanguard Street meet ACHD driveway spacing guidelines. Access B aligns with the local road to the north as planned in the TMISAP. Turn Lane Analysis Black Cat Road is classified as a minor arterial with one travel lane in each direction and a posted speed limit of 35 mph in the southbound direction and 45 mph in the northbound direction in the vicinity of the site. According to the TMISAP, Black Cat Road is classified as an arterial with a Street Section B design,which has two travel lanes in each direction, a center turn lane/median,bike lanes, and detached sidewalks. Turn lane warrant analysis was conducted at the Vanguard Street and Black Cat Road intersection based on ACHD turn lane guidelines. Based on the 2026 total traffic estimate,the following turn lanes are warranted: • Southbound left-turn lane o Warranted with one travel lane in each direction on Black Cat Road with and without the connectivities to Ten Mile Road • Northbound right-turn lane o Warranted with one travel lane or two travel lanes in each direction on Black Cat Road By the 2026 build-out year, Vanguard Street is anticipated to carry only the site traffic. Therefore, no turn lanes are warranted at the proposed driveways. Additionally, Vanguard Street is planned for only two lanes in the TMISAP. ENGINEERLMO,INC. Page 6 of 8 Traffic Impact Analysis Farmstone Crossing Subdivision June 2023 Meridian, Idaho Summary The results and findings of the TIA are: 1. Proposed Development ■ Farmstone Crossing Subdivision is a proposed mixed-use development containing 374,000 square feet of industrial/flex/commercial use • 270,880 square feet of industrial use • 85,120 square feet of office use • A 5,500-square-foot convenience store/gas station ■ The development is planning to construct Vanguard Street connecting to Black Cat Road for site access • Vanguard Street corresponds to the planned collector street in the TMISAP and ACHD MSM ■ Three driveways are proposed on Vanguard Street • Access B aligns with the planned local road to the north in the TMISAP ■ Based on the proposed land use and roadway, Farmstone Crossing Subdivision is consistent with the intended land use and transportation system within the TMISAP 2. Site Traffic ■ The development is estimated to generate 5,930 trips per weekday, 645 trips in the AM peak hour, and 528 trips in the PM peak hour • The development is estimated to generate 236 pass-by trips in the AM peak and 225 pass-by trips in the PM peak hour trips ■ The estimated site traffic distribution patterns are: • 80%north traveling on Black Cat Road o Approximately 40% of the site traffic is anticipated to travel east on Vanguard Street once the roadway network within the TMISAP is constructed • 20% south traveling on Black Cat Road 3. Access Spacing ■ The proposed Vanguard Street and Black Cat Road intersection is located as planned in the TMISAP and should be approved as proposed • The intersection is planned to be a two-way stop-controlled intersection ■ Access A is located approximately 300 feet east of Black Cat Road and approximately 600 feet west of Access B • Meets the 150-feet minimum spacing and outside area of influence of the stop-controlled Vanguard Street and Black Cat Road intersection ENGINEERLMO,INC. Page 7 of 8 Traffic Impact Analysis Formstone Crossing Subdivision June 2023 Meridian, Idaho 4 Access B is located approximately 330 feet west of Access C aligning with the future local road to the north planned in the TMISAP • Meets the 285-feet minimum driveway spacing on Vanguard Street, a 35-mph collector street ■ Access C is located approximately 330 feet east of Access B • Meets the 285-feet minimum driveway spacing on Vanguard Street 4. Turn Lane ■ The Vanguard Street and Black Cat Road intersection is anticipated to warrant the following turn lanes under 2026 total traffic conditions • Southbound left-turn lane o Warranted with one travel lane in each direction on Black Cat Road with and without the connectivities to Ten Mile Road • Northbound right-turn lane o Warranted with one travel lane or two travel lanes in each direction on Black Cat Road with and without the connectivities to Ten Mile Road ■ By the 2026 build-out year,Vanguard Street is not anticipated to connect to Ten Mile Road,and carry only the site traffic. Therefore,no turn lanes are warranted at the proposed driveways • Vanguard Street is planned for only two lanes in the TMISAP ENGINEERING,INC. Page 8 of 8 ATTACHMENTS Traffic Data Turn Lane Analysis Worksheets TMISAP Transportation System ENGE717V ,INC. Location Black Cat Road -South of Franklin Rd Meridian, Idaho First Period: 0:00 Tuesday, March 14, 2023 Last Period: 0:00 Wednesday, March 15, 2023 Day Time Direction Total SB NB 0:00 3 3 6 0:15 2 1 3 0:30 3 0 3 0:45 3 0 3 1:00 1 0 1 1:15 1 2 3 1:30 0 1 1 1:45 0 0 0 2:00 0 0 0 2:15 1 1 2 2:30 0 0 0 2:45 0 0 0 3:00 0 0 0 3:15 0 0 0 3:30 0 2 2 3:45 1 1 2 7:00 Peak Hour Period Start 4:00 0 5 5 715 Peak Hour Volume 4:15 1 2 3 4:30 0 3 3 169 SB Peak Hour Volume 4:45 0 7 7 546 NB Peak Hour Volume N N 5:00 3 5 8 5:15 2 14 16 5:30 3 20 23 187 Max Hourly Volume SB 5:45 8 25 33 546 Max Hourly Volume NB 6:00 11 33 44 6:15 13 37 50 6:30 21 61 82 6:45 22 92 114 7:00 28 108 136 7:15 37 161 198 7:30 68 147 215 7:45 36 130 166 8:00 46 89 135 8:15 37 107 144 8:30 48 113 161 8:45 52 111 163 9:00 38 61 99 9:15 32 55 87 9:30 36 64 100 9:45 33 54 87 10:00 33 46 79 10:15 41 41 82 10:30 26 31 57 10:45 42 27 69 11:00 35 32 67 11:15 43 45 88 11:30 37 55 92 11:45 32 32 64 AM Period 879 1824 2703 Total ENGE717V ,INC. Location Black Cat Road -South of Franklin Rd Meridian, Idaho Day Time Direction Total SB NB 12:00 50 36 86 12:15 42 39 81 12:30 47 48 95 12:45 27 49 76 13:00 61 31 92 13:15 53 42 95 13:30 45 40 85 13:45 42 62 104 14:00 53 54 107 14:15 52 49 101 14:30 75 58 133 14:45 78 52 130 15:00 78 62 140 15:15 79 69 148 15:30 113 80 193 15:45 118 48 166 16:30 Peak Hour Period Start 16:00 115 54 169 831 Peak Hour Volume 16:15 107 67 174 16:30 131 58 189 544 SB Peak Hour Volume 16:45 124 82 206 287 NB Peak Hour Volume N N 17:00 130 76 206 17:15 159 71 230 17:30 110 50 160 544 Max Hourly Volume SB 17:45 134 65 199 287 Max Hourly Volume NB 18:00 90 48 138 18:15 73 48 121 18:30 93 48 141 18:45 54 41 95 19:00 47 36 83 19:15 37 22 59 19:30 34 19 53 19:45 18 20 38 20:00 21 15 36 20:15 24 16 40 20:30 38 18 56 20:45 34 19 53 21:00 36 15 51 21:15 28 18 46 21:30 22 12 34 21:45 11 10 21 22:00 12 6 18 22:15 10 4 14 22:30 6 7 13 22:45 11 2 13 23:00 2 1 3 23:15 3 1 4 23:30 0 3 3 23:45 3 2 5 PM Period 2730 1773 4503 Total Daily Total 3609 3597 7206 2023 Existing Traffic 2026 Background Traffic 2026 Total Traffic 1 Vanguard St&Black Cat Rd 1 Vanguard St&Black Cat Rd 1 Vanguard St&Black Cat Rd 169 0 190 0 162 292 �- 0 t- 0 �- 153 AM Peak AM Peak AM Peak r0 r0 r44 546 0 614 0 524 156 1 Vanguard St&Black Cat Rd 1 Vanguard St&Black Cat Rd 1 Vanguard St&Black Cat Rd 544 0 612 0 538 134 �- 0 t- 0 t- 221 PM Peak PM Peak PM Peak r0 r0 r120 287 0 323 0 284 54 Based on COMPASS forecasts,the annual traffic growth on Black Cat Road is 6%. 2022 Peak Hour to 2030 Peak Hour Compounded Annual Growth Rates 10/11/2022 m 2 IV 0.3 - Classic Dr 1.8 7 Chateau Dr Chateau Dr 1 1.6 0 Willowbrook Dr o Poo M 2.7 wb o M y N J 27 kDr Willowbrook Dr 06 V 0.6 0.6 0 6 z N d 1� ci T chi �- ooay` Of oy 0 CherryLn Cherry Ln m -2 ci ?; ti 5 15 1 5 Cherry Ln Cherry Ln Cherry Ln Cherry Ln Cherry Ln Cherry Ln w Cherry Ln Cherry Ln o Cherry Ln Cherry Ln 1 0.2 nY Y Cherry Ln Cherry Ln Cherry Ln Cherry Ln Cherry Ln Cherry Ln Cherry Ln 1.8 1.7 1.4 1.3 0.7 1.9 1.9 1.9 1.7 1.7 0.3 0.3 0.1 0.1 mo c o n � � z o El Gato Ln El Gato Ln 18.7 16.8 J v 766 Pinegve � o Pine Ave Pinegve Pine Pine Ave PineAve Pine Ave Pine Ave Pine Ave Pine Ave 7.1 19.2 2 2.2 3.5 2.7 2.4 1.1 0.5 0.5 m_ o o v � 2 � s � g s C Franklin Rd Franklin Rd n m 0.2 Franklin Rd Franklin Rd Franklin Rd Franklin Rd 8.6 Franklin Rd Franklin Rd Franklin Rd Franklin Rd 10.5 10.4 10.3 Franklin Rd Franklin Rd Fran$9 Franklin Rd Franklin Rd.�d Franklin Rd Franklin Rd 3.9 3.6 3.6 3.4 3 2.6 2.6 2.7 0.3 02 0.1 C) A Want Ln a 18.9 c W h Of Cobalt Dr Cobalt b. Dr 4.6 5.4 3.4 1-84 WB � Y 1.3 184 WB m 1.3 rr 4.1 4.1 1-84 EB 1-84 EB 4.1 v J I-4 EB 1'1 12.6 Flamingoll-�EB D 2.4 N Gander Dr 0.1 Dam IngoAv 12.3 EB 1-84 WB EN 1.4c StammLn StammLn o 2.3 , N a 1 F84 EB x 4.5 6.1 U 1 841,3.46 3.4 1-84 WB 3 4 3.4 9. �,� 2.7 1-84 WB 84 WB I-84 W6.7 0 0.8 0.7 'uA 2.3 0.9� of a 1-84 EB 0.7 plp 2.7 2 2.6 2.6 w Ten Mile EB Off Ramp I-840.73 0,7 0.7 1 , 2.5 A, A 2 2 21 2.9-84 EB Ten Mile EB On Ramp 1-84 EB F84 EB29 29 F V m y ? v Overland Rd Overland Rd �_ a 3.4 4.1 `D Overland Rd Overland Rd Overland Rd m VS 1 0 Overland Rd Overland Rd Overland Rd Overland Rd Overland I o o o�eCi 01\1 5.6 5.8 5.1 5 5 4.6 cli 3.2 3.2 � z 6 CR s 9 Airport Rd Airport Rd Airport Airport Air rtRd d 8 8.8 10.912.9Airport Rd o v h 11 52 5.2 8 g v > a m Overland Rd ci „ 6.3 x Cq � �� Lamont Rd Lamont Rd Lamont Rd Lamont Rd m 15.7 14.9 8.9 g g 1.1 w of a w Y N - Victory Rd Victory Rd Victory Rd Victor Rd ~ M CZ Vidory Rd 5.9 6.5 5.6 5.6 Vict54 Rd Victory6Rd 5.4 Victory Rd Victory Rd Victory Rd Victory Rd Victory Rd Victory Rd Victory Rd Victory Rd Victory Rd Victory Rd Vidory Rd Victory Rd Victory Rd Victory Rd Victory Rd J Victory Rd Victory Rd Victory Rd Victory Rd Victory Rd 6 4.8 Vr yo 2.7 2.7 2.7 2.7 3.4 3.3 3.3 3.4 4.6 4.6 4.4 4.4 4.4 4.5 10.1 11.3 112 8.9 6.6 ° 5.6 A Wa M a Programmed or Funded Project by 2030 D:\2019Model\Feedback\Base\TIP\FY2023_2029\GrowthRates\5pmGR2022_2030.net MIEIW� (Licensed to Community Planning Association) CR ENG�RING, I1VC. Farmstone Crossing Subdivision Meridian, Idaho ACHD Left-Turn Lane Warrant Analysis for 40-mph or less Two-Lane Roadways 2026 Total Traffic Speed Advancing Opposing Limit Peak Volume Volume Left-Turn Meet Intersection Approach (mph) Hour (vph) (vph) Volume (%) Warrant? OVanguard Street AM 454 680 64.3% Yes & Black Cat Road SB 35 PM 672 338 19.9% Yes OVanguard Street AM 322 680 49.7% Yes & Black Cat Road SB 35 (Ten Mild Rd Connectivities) PM 642 338 16.2% Yes 5%left-turns 40% 20% 15% 10% in v„ Add Left-TU rn Lane 2 O (D C, No Left-tun Lane 30 43C 5C3 e3C ':�3 Ad\L'LlnCnlCl Vr: lII11P N.). V?11 11 AM Peak O PM Peak O CR ENGIN�G, INC. Farmstone Crossing Subdivision Meridian, Idaho ACHD Right-Turn Lane Warrant Analysis for Two-Lane Roadways 2026 Total Traffic Speed Limit Peak Right-Turn Major Road Meet Intersection Approach (mph) Hour Volume (vph) Volume (vph) Warrant? OVanguard Street NB 45 AM 156 680 Yes & Black Cat Road PM 54 338 No O 120 45 mpr (70 kn• I- Ad:l =,ijht-`FL ri t E > 50 m l- (80 k h' 07 2u a O 40 55 mp (90 kn1J ) => 60 mph (100 Wh;, 20C 300 F10-C 7DD 800 goo loco 1100 l�, -R:•ad olume(one direction),vehlh AM Peak 0 PM Peak 1O �1�GI1N�G, I1NC. Farmstone Crossing Subdivision Meridian, Idaho ACHD Right-Turn Lane Warrant Analysis for Four-Lane Roadways 2026 Total Traffic Speed Limit Peak Right-Turn Major Road Meet Intersection Approach (mph) Hour Volume (vph) Volume (vph) Warrant? OVanguard Street NB 45 AM 156 680 Yes & Black Cat Road PM 54 338 No O -1- Wa or-Road c <=4C mph(F C fro kmlh) 54 rnp Add Rrg -Tu• i (80 km Lan F c 6D a 55 mph S 'X}kr-ilhi 1 a_ 20 -y 60 rnp 71p0 lTh 0 Ida-or-Road'volwre lone direction},vehfh AM Peak PM Peak 1O �1�GI1N�G, I1NC. Farmstone Crossing Subdivision Meridian, Idaho ACHD Right-Turn Lane Warrant Analysis for Two-Lane Roadways 2026 Total Traffic (Site Access on Vanguard Street) Speed Limit Peak Right-Turn Major Road Meet Intersection Approach (mph) Hour Volume (vph) Volume (vph) Warrant? OAccess A EB 35 AM 220 448 No &Vanguard Street PM 160 188 No OAccess B EB 35 AM 159 228 No &Vanguard Street PM 21 28 No OAccess C EB 35 AM 69 69 No &Vanguard Street PM 7 7 No O O O .3 jor-Roa speed 40 mph i60 kmth;, 120 45 mph 70 km1h Add Right-Tur A Lane r a 8 40 55 mph (90 k n� • 20 =} 60 mph • (100 0 200 300 _ __: ON -Da 80© goo cc Major-Road Volume(one direction),vehlh AM Peak 0 PM Peak 1O 3 THE PLAN TRANSPORTATION Transportation System Map Map amended,Resolution 19-2179 on 12/17/2019 •.o•w.w....•.•...•.......•.....•......ww•.•w.. - 1Y ............................•.......... g 3 u' •:....,................................................. _. w Rur+talN ko q ••.................. ....I 5 .•• Id.' 3 i Legend •r•r•.•.•.•.•.•....�•. r"rERsr 8 ATE.4+ryyy O Roundabout 1 Full A—Signalized 2 4Vy Stop W OVERLANO RO • �F• W 3 2 Way Stop OVERLAND�D `� 4 1 Way Stop 5 Right in-Rigti S 6 underpass _ _ 4, _ 3 1 Arterial ~ ••^•••^••^•• Potential Arterial Eiite..Wn Collecmr �� 3 � wn•+ •.r Potential CollectorExtensicn A Untiled Aec (!-fighw y) yyy v 5 .........• Potential Slip Ramp - n • _____________ Local 7 m Existing Local Proposed Pathways ®1` ProlaciSoundary T No terl urns will Da allowed ar iM1la Inbiseetlan •...•.•.•�•.•.•.•.�.•.��•.�1•.•.•.d�.�•.•... ..-..•.•.•.1...............d....w•.•.•..w...�• t.w0 2we �.Oao a.0eo IDIAN- 3-18 3 THE PLAN TRANSPORTATION Ten Mile Secfions Street Section Map Map amended,Resolution 08-631 on 11/05/2008 Street Section A Section A represents a modified 4-Lane Parkway to ........................................... ....................................... enhance the look and feel of Ten Mile Road and to provide additional buffers to adjacent properties. ..... - The Parkway is designed to provide rapid and relatively unimpeded traffic movement throughout the area and carry high volumes of traffic to mixed use and employment centers.The Parkway " r._... serves as an arterial road and access is restricted 0 to collector streets. Buildings should address the I{ street but should be set back some distance from the roadway edge to provide wide tree lawn and detached trail to provide security to the pedestrians and bikes.This street section is the primary gateway corridor in the Ten Mile Interchange Area.A tree lawn or planting strip should be provided in all areas, as well as a landscape median.Streetlights should be located in the tree lawn area and should be of , a pedestrian scale while street lights in the median should be design to meet vehicular needs. ; The following design standards are '- recommended: Laya„e •Wet utilities should be located within the paved a area. Water and wastewater lines may be placed in the center of the same street with a 10 .......••• •.•m,�cab."e...e- foot separation. u slip Ramp •Gas lines are commonly located in the paved a. area while dry utilities are located back of them curb in the dry utilities corridor. '"' •y` ....... wpeun•.wan ; Street Section B Section B represents a typical 4-Lane Parkway. t ....................................................................................... Parkways serve two functions. The Parkway can -moom—ronotn—... on this roadway action. provide rapid and relatively unimpeded traffic movement throughout the area and carry high volumes of traffic to mixed use centers. In this capacity, Parkways serve as arterial roads and areas as well as a landscape median.Streetlights •Gas lines are commonly located in the paved density residential buildings.A tree lawn should be access is restricted to collector streets. Buildings located in the tree lawn area and should be of a area while dry utilities are located back of the providedinall areas.The following designstandards should address the street but be set back some pedestrian scale while street lights in the median curb in the dry utilities corridor. are recommended: distance from the roadway edge to provide for should be design to meet vehicular needs. a tree lawn and detached sidewalk to provide Street Section C •Streetlights should be located in the tree lawn security to the pedestrian. Parkways may also The following design standards are Section C represents the Major Collector Streets. area and should be of a pedestrian scale. serve as the entry/spine street portion of a collector recommended: These streets provide access from adjacent arterial •A 5 foot dry-utilities corridor should be provided that provides the main access from arterial streets, .Wet utilities should be located within the paved streets into the employment areas. Buildings on along both sides of the General Collector Street including right-in/right-out and serves as a focus of area. Water and wastewater lines may be these streets are set back from the street at some curb.The corridor may not be required if all dry activity for large mixed use or employment centers. placed in the center of the same street with a 10 distance generally behind a detached sidewalk. utilities are located in an alley or other street. As such,they serve as gateways to these areas and foot separation. The sidewalk may be widened in some cases to entry point features should be allowed within the extend to the front of commercial retail or higher right-of-way.A tree lawn should be provided in all FD L R �.�Vl E IDIAN- 3-22 3 THE PLAN TRANSPORTATION •Secondary streets lead to and connect with the primary streets.They are intended to carry both vehicular and pedestrian traffic but are not destinations in the same way as primary streets.To some degree,most design standards described in these guidelines apply to secondary streets.Some auto-oriented uses can be found along secondary streets, although these must be designed and configured as to provide the least degree of interruption to pedestrian Flow within activity centers.Streets that are primarily residential in character can be secondary nn - - streets. w „ •Tertiary streets tend to be service routes "f`" � •` that support the functioning of the primary Street Section A ,•,,o (Actual road section under design by ITD) and secondary streets. These are designed primarily for vehicular use but should make accommodations for pedestrians.Auto-oriented uses should be located adjacent to tertiary streets. Alleys are an example of a tertiary street. Street Design Streets should be designed and sized to optimize pedestrian comfort and to facilitate slow-moving vehicular traffic.It is desirable that lanes on roads and streets be 11 feet in width,with the exception of those lanes closest to the intersections with Franklin and Ten Mile.In these instances,lane widths can increase to 12 feet in width from the point of the intersection with the arterial street to the point of „ rI K 6- nearest intersection with another street or road or I access point. Street Section B a68' Streets should include sidewalks, walkways or pathways on both sides throughout the Ten Mile Interchange Area. Exceptions are those areas where functions and dedicated use spaces fall predominantly on one side of the street. In these cases,sidewalks,walkways or pathways should be included on the dominant side of the street. Street Sections Several street types were conceived through the planning process for specific use and conditions based on projected vehicular and pedestrian usage, desired parking conditions, specific physical conditions, public emergency access, a' 6' and streetscape character. ; 3, aue Street Section C Curb'a;Wkanw fal �.�Vl E IDIAN- 3-20