Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
traffic scopimg memo
1011 E Main Ave Suite 453 | Puyallup, WA | 98372 (253) 770-1401| heathtraffic.com SCOPING MEMO Viewmont Place Yelm, WA November 20, 2024 HeathTraffic.com Viewmont Place - Scoping Memo 2 November 20, 2024 To: City of Yelm Subject: Traffic Impact Analysis Scoping Memo The purpose of this scoping report is to provide Yelm and WSDOT with preliminary information regarding a new residential development project and to outline key components required for a Traffic Impact Analysis (TIA). This report will establish trip generations, trip distribution, and other relevant information for the proposed project referred to as Viewmont Place. A project description is provided below. PROJECT DESCRIPTION • Proposal o Viewmont Place is a proposed residential development comprised of 115 single-family homes located within Yelm City limits. • Location o The subject site is bordered to the west by Mountain View Road SE and to the east by Killion Street SE situated on 19.23-acres of undeveloped land within tax parcel #’s: 21724120100 & 21724120200. • Site Access o Site access is proposed via two new access points, one extending east from Mountain View Road SE and one extending west from Killion Street SE. A vicinity map of is provided on the following page in Figure 1 with the subject site highlighted in red. A conceptual site plan is presented in Figure 2. HeathTraffic.com Viewmont Place - Scoping Memo 3 Subject Site N Figure 1: Vicinity Map SITE PLAN FIGURE 2 VIEWMONT PLACE 4 HeathTraffic.com Viewmont Place - Scoping Memo 5 PROJECT TRIP GENERATION Trip generation estimates were derived from the Institute of Transportation Engineers (ITE) publication, Trip Generation, 11th Edition. ITE’s Land Use Code (LUC) 210 – Single-Family Detached Housing was selected. Dwelling units were used as the input variable with ITE’s equations to determine trip ends. Table 1 below highlights the estimated number of trips to/from the proposed development. Refer to the appendix for ITE trip generation sheets. Table 1: Project Trip Generation Land Use Units AWDT AM Peak-Hour Trips PM Peak-Hour Trips In Out Total In Out Total Single-Family 115 1,147 21 64 85 71 42 113 Based on ITE data, the project is estimated to generate 1,147 average weekday daily trips with 85 AM peak hour trips (21 inbound / 64 outbound) and 113 PM peak hour trips (71 inbound / 42 outbound). TRIP DISTRIBUTION & ASSIGNMENT Trip distribution describes the process by which project generated trips are dispersed on the roadway network surrounding the site. Traffic to and from the site has been assigned via a custom TAZ Map developed by Thurston Regional Planning Council. The TAZ assumed completion of the SR 510 loop; however, due to unknow timing of this connection, the trip distribution was adjusted to assume no connection for the buildout of Viewmont Place. Refer to Figure 3 for the PM peak hour trip distribution & assignment. The TAZ map is available in the appendix. PM PEAK HOUR TRIP DISTRIBUTION & ASSIGNMENT FIGURE 3 VIEWMONT PLACE N SITE 93RD AVE SE SR 510 &1 MT. VIEW RD SE SR 510 &2 KILLION RD SE SR 510 &3 1ST ST SR 510 & 4 SR 510 ALT. 5 ACCESS MT VIEW RD SE &A ACCESS KILLION RD SE &B SR 510 & 27% 11% 3% 55% 2% 2% 5 1 2 3 4 BA 0 0 0 11 0 S T O P PM PEAK HOUR TRIPS INBOUND: 71 VPH OUTBOUND: 42 VPH 0 1 1 0 15 0 S T O P 0 0 00 0 0 S T O P 0 0 0 16 13 14 0 1 00 1 1 11 0 0 0 0 19 5 0 00 0 8 0 0 0 0 00 STOP 0 0 23 39 0 0 STOP 0 0 0 1 160 ST O P 0 0 39 16 18 23 ST O P 510 510 ALT. KI L L I O N R D S E 93RD AVE SE MT . V I E W R D S E S 1S T S T 6 HeathTraffic.com Viewmont Place - Scoping Memo 7 TIA PARAMETERS Time Period to Evaluate: Weekday: 4:00-6:00 PM Horizon Year: 2029 (Five-Year) Background Growth: 1.0% Pipeline Projects: Tahoma Ranch, Deutscher Commercial The Summit at Thompson Creek C & E Commercial, Yelm Circle K, Country Meadow Estates I, Country Meadow Estates II, Armor Storage, Habitat for Humanity, Liberty Grove, Blue Fern Railway Road, Willow Glenn IV, 407 E Yelm Coffee, Middle Road SE Plat Left Turn Warrant: N/A Future Peak Hour Factor: Intersections along a WSDOT facility will receive a 1.0 PHF per WSDOT Synchro policy. Intersections to Study: 1. Site accesses and SR 510 at Mt View Road SE and at Killion Road SE 2. Please provide a list of any additional off-site study intersections Additional Note: 1. Counts in the study area were conducted in March and June of 2023. We are proposing to add one additional year of growth (1.0%) to the data to use as baseline 2024 conditions or using the City’s 2024 counts where available. Refer to the appendix for 2023 data sheets. HeathTraffic.com Viewmont Place - Scoping Memo 8 VIEWMONT PLACE SCOPING MEMO APPENDIX File Name : 4932aa Site Code : 00004932 Start Date : 3/30/2023 Page No : 1 Groups Printed- Passenger + - Heavy SR 510 Southbound SR 510 Northbound 93rd Ave SE Eastbound Start Time Right Thru App. Total Thru Left App. Total Right Left App. Total Int. Total 04:00 PM 3 130 133 92 14 106 8 4 12 251 04:15 PM 4 141 145 90 8 98 10 0 10 253 04:30 PM 4 155 159 102 7 109 4 2 6 274 04:45 PM 3 168 171 94 8 102 9 0 9 282 Total 14 594 608 378 37 415 31 6 37 1060 05:00 PM 3 150 153 113 6 119 6 0 6 278 05:15 PM 3 139 142 92 7 99 4 3 7 248 05:30 PM 5 133 138 71 8 79 5 3 8 225 05:45 PM 0 108 108 68 4 72 6 0 6 186 Total 11 530 541 344 25 369 21 6 27 937 Grand Total 25 1124 1149 722 62 784 52 12 64 1997 Apprch %2.2 97.8 92.1 7.9 81.2 18.8 Total %1.3 56.3 57.5 36.2 3.1 39.3 2.6 0.6 3.2 Passenger +25 1108 1133 705 62 767 52 12 64 1964 % Passenger +100 98.6 98.6 97.6 100 97.8 100 100 100 98.3 Heavy 0 16 16 17 0 17 0 0 0 33 % Heavy 0 1.4 1.4 2.4 0 2.2 0 0 0 1.7 Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 9 File Name : 4932aa Site Code : 00004932 Start Date : 3/30/2023 Page No : 2 SR 510 Southbound SR 510 Northbound 93rd Ave SE Eastbound Start Time Right Thru App. Total Thru Left App. Total Right Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 4 141 145 90 8 98 10 0 10 253 04:30 PM 4 155 159 102 7 109 4 2 6 274 04:45 PM 3 168 171 94 8 102 9 0 9 282 05:00 PM 3 150 153 113 6 119 6 0 6 278 Total Volume 14 614 628 399 29 428 29 2 31 1087 % App. Total 2.2 97.8 93.2 6.8 93.5 6.5 PHF .875 .914 .918 .883 .906 .899 .725 .250 .775 .964 Passenger +14 609 623 390 29 419 29 2 31 1073 % Passenger +100 99.2 99.2 97.7 100 97.9 100 100 100 98.7 Heavy 0 5 5 9 0 9 0 0 0 14 % Heavy 0 0.8 0.8 2.3 0 2.1 0 0 0 1.3 SR 510 9 3 r d A v e S E SR 510 Right 14 0 14 Thru 609 5 614 InOut Total 392 623 1015 9 5 14 401 1029 628 Left 29 0 29 Thru 390 9 399 Out TotalIn 638 419 1057 5 9 14 643 1071 428 Le f t 2 0 2 Ri g h t 29 0 29 To t a l Ou t In 43 3 1 7 4 0 0 0 43 74 31 Peak Hour Begins at 04:15 PM Passenger + Heavy Peak Hour Data North Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 10 File Name : 4932bb Site Code : 00004932 Start Date : 3/30/2023 Page No : 1 Groups Printed- Passenger + - Heavy SR 510 Southbound Mountain View Rd SE Westbound SR 510 Northbound Yelm HS Access Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 04:00 PM 4 133 2 139 5 0 3 8 7 102 3 112 2 0 2 4 263 04:15 PM 8 159 3 170 0 0 4 4 3 104 10 117 1 0 1 2 293 04:30 PM 8 159 1 168 1 0 4 5 11 107 14 132 3 0 2 5 310 04:45 PM 9 177 2 188 1 0 6 7 6 101 13 120 5 0 5 10 325 Total 29 628 8 665 7 0 17 24 27 414 40 481 11 0 10 21 1191 05:00 PM 3 164 0 167 0 0 8 8 4 114 7 125 4 0 0 4 304 05:15 PM 8 157 2 167 3 0 5 8 8 84 8 100 3 0 2 5 280 05:30 PM 2 149 0 151 3 2 2 7 5 87 9 101 4 1 0 5 264 05:45 PM 2 124 2 128 2 0 2 4 8 75 15 98 7 0 4 11 241 Total 15 594 4 613 8 2 17 27 25 360 39 424 18 1 6 25 1089 Grand Total 44 1222 12 1278 15 2 34 51 52 774 79 905 29 1 16 46 2280 Apprch %3.4 95.6 0.9 29.4 3.9 66.7 5.7 85.5 8.7 63 2.2 34.8 Total %1.9 53.6 0.5 56.1 0.7 0.1 1.5 2.2 2.3 33.9 3.5 39.7 1.3 0 0.7 2 Passenger +44 1203 12 1259 15 2 34 51 52 754 79 885 29 1 16 46 2241 % Passenger +100 98.4 100 98.5 100 100 100 100 100 97.4 100 97.8 100 100 100 100 98.3 Heavy 0 19 0 19 0 0 0 0 0 20 0 20 0 0 0 0 39 % Heavy 0 1.6 0 1.5 0 0 0 0 0 2.6 0 2.2 0 0 0 0 1.7 Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 11 File Name : 4932bb Site Code : 00004932 Start Date : 3/30/2023 Page No : 2 SR 510 Southbound Mountain View Rd SE Westbound SR 510 Northbound Yelm HS Access Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 8 159 3 170 0 0 4 4 3 104 10 117 1 0 1 2 293 04:30 PM 8 159 1 168 1 0 4 5 11 107 14 132 3 0 2 5 310 04:45 PM 9 177 2 188 1 0 6 7 6 101 13 120 5 0 5 10 325 05:00 PM 3 164 0 167 0 0 8 8 4 114 7 125 4 0 0 4 304 Total Volume 28 659 6 693 2 0 22 24 24 426 44 494 13 0 8 21 1232 % App. Total 4 95.1 0.9 8.3 0 91.7 4.9 86.2 8.9 61.9 0 38.1 PHF .778 .931 .500 .922 .500 .000 .688 .750 .545 .934 .786 .936 .650 .000 .400 .525 .948 Passenger +28 651 6 685 2 0 22 24 24 413 44 481 13 0 8 21 1211 % Passenger +100 98.8 100 98.8 100 0 100 100 100 96.9 100 97.4 100 0 100 100 98.3 Heavy 0 8 0 8 0 0 0 0 0 13 0 13 0 0 0 0 21 % Heavy 0 1.2 0 1.2 0 0 0 0 0 3.1 0 2.6 0 0 0 0 1.7 SR 510 Y e l m H S A c c e s s M o u n t a i n V i e w R d S E SR 510 Right 28 0 28 Thru 651 8 659 Left 6 0 6 InOut Total 423 685 1108 13 8 21 436 1129 693 Ri g h t 2 0 2 Th r u 0 0 0 Le f t 22 0 22 Ou t To t a l In 30 2 4 5 4 0 0 0 30 54 24 Left 44 0 44 Thru 413 13 426 Right 24 0 24 Out TotalIn 686 481 1167 8 13 21 694 1188 494 Le f t 8 0 8 Th r u 0 0 0 Ri g h t 13 0 13 To t a l Ou t In 72 2 1 9 3 0 0 0 72 93 21 Peak Hour Begins at 04:15 PM Passenger + Heavy Peak Hour Data North Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 12 File Name : 4932cc Site Code : 00004932 Start Date : 3/30/2023 Page No : 1 Groups Printed- Passenger + - Heavy SR 510 Southbound Killion St SE Westbound SR 510 Northbound Tahoma Blvd SE Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 04:00 PM 18 126 1 145 1 1 6 8 9 105 19 133 24 4 7 35 321 04:15 PM 18 140 1 159 2 2 4 8 6 108 12 126 17 5 12 34 327 04:30 PM 26 143 1 170 4 2 8 14 5 105 12 122 15 2 11 28 334 04:45 PM 19 148 3 170 3 4 5 12 5 104 20 129 22 7 13 42 353 Total 81 557 6 644 10 9 23 42 25 422 63 510 78 18 43 139 1335 05:00 PM 24 167 3 194 2 7 8 17 9 99 18 126 18 11 19 48 385 05:15 PM 26 135 0 161 1 0 3 4 5 91 10 106 13 5 16 34 305 05:30 PM 17 143 0 160 3 4 4 11 5 85 18 108 12 4 14 30 309 05:45 PM 19 110 0 129 3 2 6 11 8 73 15 96 25 1 13 39 275 Total 86 555 3 644 9 13 21 43 27 348 61 436 68 21 62 151 1274 Grand Total 167 1112 9 1288 19 22 44 85 52 770 124 946 146 39 105 290 2609 Apprch %13 86.3 0.7 22.4 25.9 51.8 5.5 81.4 13.1 50.3 13.4 36.2 Total %6.4 42.6 0.3 49.4 0.7 0.8 1.7 3.3 2 29.5 4.8 36.3 5.6 1.5 4 11.1 Passenger +167 1091 9 1267 18 22 44 84 50 752 124 926 146 39 105 290 2567 % Passenger +100 98.1 100 98.4 94.7 100 100 98.8 96.2 97.7 100 97.9 100 100 100 100 98.4 Heavy 0 21 0 21 1 0 0 1 2 18 0 20 0 0 0 0 42 % Heavy 0 1.9 0 1.6 5.3 0 0 1.2 3.8 2.3 0 2.1 0 0 0 0 1.6 Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 13 File Name : 4932cc Site Code : 00004932 Start Date : 3/30/2023 Page No : 2 SR 510 Southbound Killion St SE Westbound SR 510 Northbound Tahoma Blvd SE Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 18 140 1 159 2 2 4 8 6 108 12 126 17 5 12 34 327 04:30 PM 26 143 1 170 4 2 8 14 5 105 12 122 15 2 11 28 334 04:45 PM 19 148 3 170 3 4 5 12 5 104 20 129 22 7 13 42 353 05:00 PM 24 167 3 194 2 7 8 17 9 99 18 126 18 11 19 48 385 Total Volume 87 598 8 693 11 15 25 51 25 416 62 503 72 25 55 152 1399 % App. Total 12.6 86.3 1.2 21.6 29.4 49 5 82.7 12.3 47.4 16.4 36.2 PHF .837 .895 .667 .893 .688 .536 .781 .750 .694 .963 .775 .975 .818 .568 .724 .792 .908 Passenger +87 588 8 683 11 15 25 51 25 404 62 491 72 25 55 152 1377 % Passenger +100 98.3 100 98.6 100 100 100 100 100 97.1 100 97.6 100 100 100 100 98.4 Heavy 0 10 0 10 0 0 0 0 0 12 0 12 0 0 0 0 22 % Heavy 0 1.7 0 1.4 0 0 0 0 0 2.9 0 2.4 0 0 0 0 1.6 SR 510 T a h o m a B l v d S E K i l l i o n S t S E SR 510 Right 87 0 87 Thru 588 10 598 Left 8 0 8 InOut Total 470 683 1153 12 10 22 482 1175 693 Ri g h t 11 0 11 Th r u 15 0 15 Le f t 25 0 25 Ou t To t a l In 58 5 1 1 0 9 0 0 0 58 10 9 51 Left 62 0 62 Thru 404 12 416 Right 25 0 25 Out TotalIn 685 491 1176 10 12 22 695 1198 503 Le f t 55 0 55 Th r u 25 0 25 Ri g h t 72 0 72 To t a l Ou t In 16 4 1 5 2 3 1 6 0 0 0 16 4 31 6 15 2 Peak Hour Begins at 04:15 PM Passenger + Heavy Peak Hour Data North Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 14 File Name : 5166c Site Code : 00005166 Start Date : 6/14/2023 Page No : 1 Groups Printed- Passenger + - Heavy N 1st St Southbound SR 510 Westbound First St SE Northbound SR 510 Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 04:00 PM 21 29 7 57 7 101 55 163 32 29 33 94 5 106 8 119 433 04:15 PM 12 31 10 53 3 130 53 186 39 31 27 97 7 90 5 102 438 04:30 PM 9 30 6 45 6 103 62 171 39 25 23 87 6 116 10 132 435 04:45 PM 13 27 8 48 5 125 37 167 45 26 25 96 20 124 4 148 459 Total 55 117 31 203 21 459 207 687 155 111 108 374 38 436 27 501 1765 05:00 PM 12 35 15 62 5 133 48 186 36 26 32 94 18 101 7 126 468 05:15 PM 8 21 11 40 2 126 43 171 39 24 30 93 13 131 10 154 458 05:30 PM 14 24 8 46 7 117 42 166 37 26 27 90 17 111 14 142 444 05:45 PM 6 29 5 40 5 114 47 166 46 14 24 84 19 123 9 151 441 Total 40 109 39 188 19 490 180 689 158 90 113 361 67 466 40 573 1811 Grand Total 95 226 70 391 40 949 387 1376 313 201 221 735 105 902 67 1074 3576 Apprch %24.3 57.8 17.9 2.9 69 28.1 42.6 27.3 30.1 9.8 84 6.2 Total %2.7 6.3 2 10.9 1.1 26.5 10.8 38.5 8.8 5.6 6.2 20.6 2.9 25.2 1.9 30 Passenger +92 222 69 383 39 923 370 1332 298 197 218 713 102 888 66 1056 3484 % Passenger +96.8 98.2 98.6 98 97.5 97.3 95.6 96.8 95.2 98 98.6 97 97.1 98.4 98.5 98.3 97.4 Heavy 3 4 1 8 1 26 17 44 15 4 3 22 3 14 1 18 92 % Heavy 3.2 1.8 1.4 2 2.5 2.7 4.4 3.2 4.8 2 1.4 3 2.9 1.6 1.5 1.7 2.6 Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 15 File Name : 5166c Site Code : 00005166 Start Date : 6/14/2023 Page No : 2 N 1st St Southbound SR 510 Westbound First St SE Northbound SR 510 Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 13 27 8 48 5 125 37 167 45 26 25 96 20 124 4 148 459 05:00 PM 12 35 15 62 5 133 48 186 36 26 32 94 18 101 7 126 468 05:15 PM 8 21 11 40 2 126 43 171 39 24 30 93 13 131 10 154 458 05:30 PM 14 24 8 46 7 117 42 166 37 26 27 90 17 111 14 142 444 Total Volume 47 107 42 196 19 501 170 690 157 102 114 373 68 467 35 570 1829 % App. Total 24 54.6 21.4 2.8 72.6 24.6 42.1 27.3 30.6 11.9 81.9 6.1 PHF .839 .764 .700 .790 .679 .942 .885 .927 .872 .981 .891 .971 .850 .891 .625 .925 .977 Passenger +47 105 42 194 18 492 160 670 151 100 114 365 65 462 35 562 1791 % Passenger +100 98.1 100 99.0 94.7 98.2 94.1 97.1 96.2 98.0 100 97.9 95.6 98.9 100 98.6 97.9 Heavy 0 2 0 2 1 9 10 20 6 2 0 8 3 5 0 8 38 % Heavy 0 1.9 0 1.0 5.3 1.8 5.9 2.9 3.8 2.0 0 2.1 4.4 1.1 0 1.4 2.1 N 1st St S R 5 1 0 S R 5 1 0 First St SE Right 47 0 47 Thru 105 2 107 Left 42 0 42 InOut Total 153 194 347 3 2 5 156 352 196 Ri g h t 18 1 19 Th r u 49 2 9 50 1 Le f t 16 0 10 17 0 Ou t To t a l In 65 5 6 7 0 1 3 2 5 11 2 0 3 1 66 6 13 5 6 69 0 Left 114 0 114 Thru 100 2 102 Right 151 6 157 Out TotalIn 330 365 695 15 8 23 345 718 373 Le f t 35 0 35 Th r u 46 2 5 46 7 Ri g h t 65 3 68 To t a l Ou t In 65 3 5 6 2 1 2 1 5 9 8 1 7 66 2 12 3 2 57 0 Peak Hour Begins at 04:45 PM Passenger + Heavy Peak Hour Data North Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 16 File Name : 5166a Site Code : 00005166 Start Date : 6/14/2023 Page No : 1 Groups Printed- Passenger + - Heavy Killion St SE Southbound SR 510 ALT Westbound Killion St SE Northbound SR 510 ALT Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 04:00 PM 0 0 0 0 0 44 1 45 4 0 7 11 12 79 1 92 148 04:15 PM 0 1 0 1 0 33 0 33 1 1 5 7 9 90 0 99 140 04:30 PM 0 0 0 0 0 57 2 59 1 0 5 6 16 91 0 107 172 04:45 PM 0 0 0 0 0 35 0 35 3 0 10 13 9 80 1 90 138 Total 0 1 0 1 0 169 3 172 9 1 27 37 46 340 2 388 598 05:00 PM 0 0 0 0 1 45 1 47 0 0 10 10 15 108 0 123 180 05:15 PM 1 0 0 1 0 43 0 43 0 1 8 9 10 85 0 95 148 05:30 PM 0 0 1 1 1 35 2 38 1 2 3 6 11 102 0 113 158 05:45 PM 0 0 1 1 2 27 0 29 0 1 5 6 13 97 0 110 146 Total 1 0 2 3 4 150 3 157 1 4 26 31 49 392 0 441 632 Grand Total 1 1 2 4 4 319 6 329 10 5 53 68 95 732 2 829 1230 Apprch %25 25 50 1.2 97 1.8 14.7 7.4 77.9 11.5 88.3 0.2 Total %0.1 0.1 0.2 0.3 0.3 25.9 0.5 26.7 0.8 0.4 4.3 5.5 7.7 59.5 0.2 67.4 Passenger +0 1 2 3 4 317 6 327 10 4 51 65 94 720 2 816 1211 % Passenger +0 100 100 75 100 99.4 100 99.4 100 80 96.2 95.6 98.9 98.4 100 98.4 98.5 Heavy 1 0 0 1 0 2 0 2 0 1 2 3 1 12 0 13 19 % Heavy 100 0 0 25 0 0.6 0 0.6 0 20 3.8 4.4 1.1 1.6 0 1.6 1.5 Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 17 File Name : 5166a Site Code : 00005166 Start Date : 6/14/2023 Page No : 2 Killion St SE Southbound SR 510 ALT Westbound Killion St SE Northbound SR 510 ALT Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 57 2 59 1 0 5 6 16 91 0 107 172 04:45 PM 0 0 0 0 0 35 0 35 3 0 10 13 9 80 1 90 138 05:00 PM 0 0 0 0 1 45 1 47 0 0 10 10 15 108 0 123 180 05:15 PM 1 0 0 1 0 43 0 43 0 1 8 9 10 85 0 95 148 Total Volume 1 0 0 1 1 180 3 184 4 1 33 38 50 364 1 415 638 % App. Total 100 0 0 0.5 97.8 1.6 10.5 2.6 86.8 12 87.7 0.2 PHF .250 .000 .000 .250 .250 .789 .375 .780 .333 .250 .825 .731 .781 .843 .250 .843 .886 Passenger +0 0 0 0 1 179 3 183 4 0 31 35 50 357 1 408 626 % Passenger +0 0 0 0 100 99.4 100 99.5 100 0 93.9 92.1 100 98.1 100 98.3 98.1 Heavy 1 0 0 1 0 1 0 1 0 1 2 3 0 7 0 7 12 % Heavy 100 0 0 100 0 0.6 0 0.5 0 100 6.1 7.9 0 1.9 0 1.7 1.9 Killion St SE S R 5 1 0 A L T S R 5 1 0 A L T Killion St SE Right 0 1 1 Thru 0 0 0 Left 0 0 0 InOut Total 2 0 2 1 1 2 3 4 1 Ri g h t 1 0 1 Th r u 17 9 1 18 0 Le f t 3 0 3 Ou t To t a l In 36 1 1 8 3 5 4 4 7 1 8 36 8 55 2 18 4 Left 31 2 33 Thru 0 1 1 Right 4 0 4 Out TotalIn 53 35 88 0 3 3 53 91 38 Le f t 1 0 1 Th r u 35 7 7 36 4 Ri g h t 50 0 50 To t a l Ou t In 21 0 4 0 8 6 1 8 4 7 1 1 21 4 62 9 41 5 Peak Hour Begins at 04:30 PM Passenger + Heavy Peak Hour Data North Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 18 File Name : 5166b Site Code : 00005166 Start Date : 6/14/2023 Page No : 1 Groups Printed- Passenger + - Heavy Killion St SE Southbound Killion St SE Northbound Start Time Thru App. Total Thru App. Total Int. Total 04:00 PM 5 5 8 8 13 04:15 PM 4 4 7 7 11 04:30 PM 13 13 8 8 21 04:45 PM 11 11 13 13 24 Total 33 33 36 36 69 05:00 PM 6 6 12 12 18 05:15 PM 12 12 16 16 28 05:30 PM 10 10 15 15 25 05:45 PM 10 10 14 14 24 Total 38 38 57 57 95 Grand Total 71 71 93 93 164 Apprch %100 100 Total %43.3 43.3 56.7 56.7 Passenger +70 70 93 93 163 % Passenger +98.6 98.6 100 100 99.4 Heavy 1 1 0 0 1 % Heavy 1.4 1.4 0 0 0.6 Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 19 File Name : 5166b Site Code : 00005166 Start Date : 6/14/2023 Page No : 2 Killion St SE Southbound Killion St SE Northbound Start Time Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 11 11 13 13 24 05:00 PM 6 6 12 12 18 05:15 PM 12 12 16 16 28 05:30 PM 10 10 15 15 25 Total Volume 39 39 56 56 95 % App. Total 100 100 PHF .813 .813 .875 .875 .848 Passenger +38 38 56 56 94 % Passenger +97.4 97.4 100 100 98.9 Heavy 1 1 0 0 1 % Heavy 2.6 2.6 0 0 1.1 Killion St SE Killion St SE Thru 38 1 39 InOut Total 56 38 94 0 1 1 56 95 39 Thru 56 0 56 Out TotalIn 38 56 94 1 0 1 39 95 56 Peak Hour Begins at 04:45 PM Passenger + Heavy Peak Hour Data North Heath & Associates PO Box 397 Puyallup, WA 98371 Viewmont Place - Scoping Memo 20 Single-Family Detached Housing (210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:174 Avg. Num. of Dwelling Units:246 Directional Distribution:50% entering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 9.43 4.45 - 22.61 2.13 Data Plot and Equation T = T r i p E n d s X = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.92 Ln(X) + 2.68 R²= 0.95 Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 500 1,000 1,500 2,000 2,500 3,0000 5,000 10,000 15,000 20,000 8/20/24, 5:31 PM itetripgen.org/query/PrintGraph2?code=210&ivlabel=UNITS210&timeperiod=AWDVTE&x=&edition=685&locationCode=General Ur… https://www.itetripgen.org/printGraph 1/1 Viewmont Place - Scoping Memo 21 Single-Family Detached Housing (210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:192 Avg. Num. of Dwelling Units:226 Directional Distribution:25% entering, 75% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.70 0.27 - 2.27 0.24 Data Plot and Equation T = T r i p E n d s X = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 0.12 R²= 0.90 Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 500 1,000 1,500 2,000 2,500 3,0000 500 1,000 1,500 2,000 8/20/24, 5:31 PM itetripgen.org/query/PrintGraph2?code=210&ivlabel=UNITS210&timeperiod=TASIDE&x=&edition=685&locationCode=General Urb… https://www.itetripgen.org/printGraph 1/1 Viewmont Place - Scoping Memo 22 Single-Family Detached Housing (210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:208 Avg. Num. of Dwelling Units:248 Directional Distribution:63% entering, 37% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.94 0.35 - 2.98 0.31 Data Plot and Equation T = T r i p E n d s X = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 0.27 R²= 0.92 Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 500 1,000 1,500 2,000 2,500 3,0000 500 1,000 1,500 2,000 2,500 8/20/24, 5:32 PM itetripgen.org/query/PrintGraph2?code=210&ivlabel=UNITS210&timeperiod=TPSIDE&x=&edition=685&locationCode=General Urb… https://www.itetripgen.org/printGraph 1/1 Viewmont Place - Scoping Memo 23 Viewmont Place - Scoping Memo 24 4,050 SF 27 4,050 SF 204,050 SF 26 4,050 SF 19 4,335 SF 11 4,967 SF 5 4,961 SF 6 5,074 SF 7 5,931 SF 8 4,750 SF 91 4,750 SF 92 4,750 SF 93 4,750 SF 94 5,409 SF 96 3,800 SF 99 5,588 SF 102 5,627 SF 90 7,653 SF 95 6,309 SF TRACT D 3,800 SF 97 3,800 SF 98 3,800 SF 101 3,800 SF 100 4,768 SF 38 3,600 SF 39 3,603 SF 40 3,794 SF 41 6,656 SF 44 5,320 SF TRACT C 4,697 SF 29 4,748 SF 30 4,500 SF 28 6,401 SF 110 4,500 SF 109 4,500 SF 108 4,050 SF 52 4,050 SF 51 4,050 SF 50 4,050 SF 49 4,050 SF 48 4,050 SF 474,580 SF 466,281 SF 45 5,152 SF 26,102 SF 1 7,222 SF 3 5,941 SF 4 4,500 SF 106 4,514 SF 103 4,254 SF 104 4,500 SF 114 4,500 SF 112 4,500 SF 111 4,470 SF 115 4,519 SF 105 4,500 SF 113 4,500 SF 107 5,398 SF 37 210,528 SF ROW 4,500 SF 36 4,742 SF 35 6,089 SF 34 7,453 SF 33 4,713 SF 32 5,293 SF 31 5,579 SF 60 5,254 SF 81 5,463 SF 82 4,298 SF 83 3,600 SF 79 5,484 SF 89 4,298 SF 87 5,770 SF 86 3,600 SF 74 4,543 SF 78 5,492 SF 73 4,750 SF 71 4,580 SF 75 6,606 SF TRACT A 4,936 SF 72 4,750 SF 70 4,750 SF 69 4,600 SF 76 5,286 SF 80 5,491 SF 85 5,807 SF 84 4,600 SF 77 22,541 SF TRACT G 4,500 SF 554,500 SF 53 4,500 SF 54 4,503 SF 584,500 SF 56 4,500 SF 57 4,788 SF 59 4,750 SF 62 5,111 SF TRACT F 18,233 SF TRACT B 6,799 SF 655,887 SF 67 4,730 SF 68 4,689 SF 64 4,750 SF 61 4,750 SF 63 5,000 SF 66 2,700 SF TRACT E 4,050 SF 18 4,063 SF 10 4,111 SF 25 4,050 SF 17 5,699 SF 9 4,050 SF 24 4,620 SF 164,050 SF 23 6,292 SF 15 4,050 SF 22 6,641 SF 14 4,050 SF 21 5,552 SF 88 10.00' 66 0 . 5 5 ' 10.00' 51 . 2 6 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 47 . 0 0 ' 78.03' 7.97' 40 . 0 0 ' 38 . 0 3 ' 1.97' 40 . 0 0 ' 40 . 0 0 ' 50 . 0 0 ' 11 6 . 2 9 ' 7.46' 87.66' 56.50 ' 90 . 0 0 ' 118.75' 92 . 1 2 ' 3 2 . 0 1 ' 2 6 .0 7 ' 2 9 . 2 2 ' 93.57' 42 . 8 5 ' 40 . 0 0 ' 75.76' 1 1 4 .5 2' 89.97' 72 . 4 2 ' 15.84' 68.08' 38 . 7 8 ' 1 0 7.2 7 ' 10 8 . 2 5 ' 30.00'90 . 0 0 ' 30.00' 90 . 0 0 ' 68 . 2 3 ' 89.99' 1 0 8.3 1' 20.18' 133.55' 90 . 1 0 ' 4 3 . 1 0 ' 2 3.4 5' 3 5 . 5 6 ' 96.37' 50 . 0 0 ' 50 . 0 0 ' 95.00'0.92' 22.24' 72.52' 40.9 1 ' 11 0 . 6 8 ' 50.00' 3 0 . 4 5 ' 11 0 . 6 8 ' 103.58' 50.46' 52.83'1 5 .0 3 ' 60 . 3 6 ' 114.41' 51 . 2 5 ' 127.39' 20.16' 25 . 6 0 ' 101.43' 50 . 0 0 ' 25.50'95.00' 50 . 0 0 ' 2 2 . 3 4 ' 8.59' 0.00' 20 . 0 0 ' 101.47' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 101.49' 45 . 0 6 ' 35 . 3 5 ' 39.3 8 '61.47'2 3. 5 0 ' 2 3 .62' 66.57' 3 1. 3 3' 37 . 5 3 ' 101.57' 42 . 3 8 ' 16.09' 2 4 . 0 6 '102.84' 36 . 9 8 ' 3.03' 4 2 . 8 2 ' 116.38' 40 . 0 2 ' 26.94' 97.37' 40 . 0 2 ' 1 3 .0 6 ' 33.90' 10 3 . 0 0 ' 60.01' 116.05' 38.40' 37. 3 8 ' 60.00' 38.40' 98 . 0 7 ' 60.00' 46.12' 4.83' 90 . 0 0 ' 50.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.68' 45.68' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 47.52' 2.48' 90 . 0 2 ' 50.00' 5 1 .6 6 ' 10 1 . 5 0 ' 50.00' 2 6 .0 5 ' 45.00' 1 8 . 4 1 ' 16.76' 90 . 0 6 ' 50.00' 40.97' 90 . 2 9 ' 50.41' 13.40' 42 . 7 2 ' 122.84' 135.85' 14.95'109.84' 46.4 9' 0.20' 9.52' 90.00' 50 . 0 0 ' 90.00' 2 3. 56' 37 . 0 0 ' 3 9.2 7' 50.00' 30 . 0 0 ' 90.00' 23.56' 50.00'39. 2 7 ' 40 . 0 0 ' 90.00' 13.21' 90.67' 26 . 8 1 ' 41.57' 101.33' 3 8 . 0 1 ' 4.6 5 ' 2.6 8 ' 10 3 . 5 7 ' 60.00' 1 3 . 1 5 '13.02' 32. 9 2 ' 90 . 8 5 ' 60.00' 4 5.30' 96 . 1 2 ' 60.00' 40.11' 10.52' 90 . 0 0 ' 50.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 45.00' 90 . 0 0 ' 45.00' 50.00' 90 . 0 0 ' 50.00' 50.00' 90 . 0 0 ' 50.00' 50.00' 90 . 0 0 ' 50.00' 50.00' 90 . 0 0 ' 50.00'50.00' 50.00' 90 . 0 0 ' 50.00' 37.51' 12.51' 90 . 6 2 ' 50.00' 4 6 .4 9 ' 14.73' 90 . 0 0 ' 50.00' 3 5 .7 3 ' 50 . 0 0 ' 95.00' 50 . 0 0 ' 50 . 0 0 ' 95.00' 50 . 0 0 ' 95.00' 50 . 0 0 ' 50 . 0 0 ' 49 . 5 7 ' 15.00'80.00' 49 . 1 4 ' 10 0 . 0 0 ' 5.39' 1 1 6 .6 9 ' 25 . 8 4 ' 35.00' 10 0 . 0 0 ' 50.00' 60.00' 74 . 8 9 ' 39.3 8 '35.34' 95.00' 50 . 0 0 ' 95.00' 50 . 0 0 ' 95.00' 50 . 0 0 ' 95.01' 1.43' 48 . 5 7 ' 106.02' 51.56' 2 6.54' 40 . 0 0 ' 90.00' 38 . 8 2 ' 1.18' 25.05' 38 . 4 3 ' 115.00' 40 . 0 0 ' 13.13' 26 . 8 7 ' 115.00' 40 . 0 0 ' 115.00' 40 . 0 0 ' 20 . 8 8 ' 19 . 1 2 ' 25.41'90.00' 40 . 0 0 ' 35 . 4 4 ' 40 . 0 0 ' 90.00' 40 . 0 0 ' 60 . 4 1 ' 65.11'39 .1 6 ' 35 . 1 1 ' 62 . 0 0 ' 50.00' 0.25' 25.41' 47 . 7 5 ' 90.00' 37 . 2 9 ' 39.38' 64.89' 90.00' 47 . 7 5 ' 115.00' 50 . 0 0 ' 115.00' 47 . 7 5 ' 25.05'90.00' 50 . 0 0 ' 47 . 7 5 ' 90.00' 47 . 7 5 ' 63 . 3 7 ' 65.12' 3 9 .1 5' 38 . 0 7 ' 50.00' 35 . 7 6 ' 3 9 .3 9' 69.89' 60 . 4 4 ' 95.00' 50 . 0 0 ' 40 . 0 0 ' 10.00' 95.00' 95.00' 50 . 0 0 ' 30 . 0 0 ' 20 . 0 0 ' 20 . 0 0 ' 30 . 0 0 ' 95.00' 50 . 0 0 ' 10.00' 40 . 0 0 ' 23.08'71.92' 50 . 0 0 ' 10 8 . 0 6 ' 47.52'39. 1 6 ' 82 . 8 5 ' 0.43' 26.92' 2.22' 47.78' 95.00' 40 . 0 0 ' 95.00' 40 . 0 0 ' 95.00' 40 . 0 0 ' 95.00' 40 . 0 0 ' 40 . 0 0 ' 95.00' 70.12' 3 9 .1 5' 35 . 1 2 ' 2 3.9 2' 115.35' 43.06' 92.38' 7.62' 25 . 6 9 ' 90.00' 50 . 0 0 ' 2 4.47' 50 . 0 0 ' 90.00' 50 . 0 0 ' 90.00' 50 . 0 0 ' 50 . 0 0 ' 90.00' 50 . 0 0 ' 50 . 0 0 ' 90.00' 50 . 0 0 ' 50 . 0 0 ' 47 . 7 2 ' 3 9 .3 9' 64.89' 2.16' 47 . 8 4 ' 90.00' 50 . 0 0 ' 90.00' 50 . 0 0 ' 90.00' 50 . 0 0 ' 90.00' 16.76' 35 . 1 3 ' 1+00 2+00 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 23 + 0 0 23 + 5 5 28 + 0 0 29 + 0 0 30 + 0 0 31 + 0 0 32 + 0 0 35 + 0 0 36 + 0 0 37 + 0 0 38 + 0 0 38 + 5 5 42 + 0 0 43 + 0 0 44 + 0 0 45 + 0 0 46+ 0 0 47+00 48+00 49+00 50+00 51+00 52+00 53 + 0 0 54 + 0 0 55 + 0 0 56 + 0 0 57 + 0 0 58 + 0 0 58 + 5 1 59+74 60+00 61+00 150.50'25.50' L = 1 5 6 . 6 2 ' R = 10 0.0 0' Δ = 8 9 ° 4 4'0 8 " L =1 4 9 .6 6'R =9 5.00' Δ =9 0 °1 5'5 2" 35 4 . 6 6 ' 35 4 . 7 1 ' L=14 9.6 5'R =9 5 .0 0 ' Δ =9 0°1 5 '3 0 " L=148.8 0' R = 9 5 . 0 0 ' Δ = 8 9 ° 4 4 ' 3 0 " 25.50'168.24'36.00' ROAD A ROAD F ROAD G ROAD B RO A D B RO A D C RO A D D RO A D E RO A D F ROAD F ROAD F RO A D B ROAD B ROAD B ROAD A STA: 2+50.50 = ROAD B STA: 6+90.85 ROAD B STA: 11+33.74 = ROAD C STA: 23+24.16 ROAD B STA: 13+74.75 = ROAD D STA: 28+00.00 ROAD B STA: 17+14.97 = ROAD E STA: 38+54.71 ROAD D STA: 32+19.61 = ROAD F STA: 48+19.39 ROAD C STA: 20+00 = ROAD F STA: 45+24.16 ROAD E STA: 35+30.50 = ROAD F STA: 51+05.39 ROAD F STA: 55+10.98 = ROAD G STA: 60+00.00 PROPOSED 26.00' ACCESS EASEMENT PROPOSED 26.00' ACCESS EASEMENT PROPOSED 26.45' ACCESS EASEMENT PROPOSED 26.00' ACCESS EASEMENT 56.00' ROW 25.50'30.50' TRACT TABLE TRACT NAME TRACT A TRACT B TRACT C TRACT D TRACT E TRACT F TRACT G DESCRIPTION ROW DEDICATION STORMWATER/ OPEN SPACE/PARK OPEN SPACE/PARK OPEN SPACE/TOT LOT OPEN SPACE /TRAIL OPEN SPACE/ POCKET PARK STORMWATER/ OPEN SPACE/ PARK AREA 6,606 SF (0.15 AC) 18,233 SF (0.42 AC) 5,320 SF (0.12 AC) 6,309 SF (0.14 AC) 2,700 SF (0.06 AC) 5,111 SF (0.12 AC) 22,541 SF (0.52 AC) 1 2 3 4 TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES Know what's below. before you dig.Call R 253.383.2572 FAX 8 STKTS/CRSTK 11/12/2024 PRELIMINARY PLAT & PRD 2230396.10 PO BOX 73790 PUYALLUP, WA 98373-0790 CONTACT: EVAN MANN COPPER RIDGE, LLC VIEWMONT PLACE A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 24, TWN. 17 N., RGE. 1 E. W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON VIEWMONT PLACE PRELIMINARY PLAT & PRD DATE: November 1, 2024 FILENAME: Q:\2023\2230396\10_CIV\CAD\_Preliminary Plat\2230396-SH-PLAT.dwg C1.1 3 PLAT MAP N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 SITE STATISTICS PARCEL NUMBER 0419104037 PARCEL SIZE 104,037 SF (2.39 ACRES) LESS SAF 4,439 SF (0.10 ACRES) NET DEVELOPABLE 99,598 SF (2.28 ACRES) ZONING MODERATE DENSITY SINGLE FAMILY (MSF) MINIMUM DENSITY 4 UNITS PER NET ACRE MAXIMUM DENSITY 6 UNITS PER NET ACRE 2.28 x 6 UNITS PER ACRE: 13.68 UNITS (ROUND UP TO 14) SETBACKS FRONT YARD 12/15/25 (PORCH, HOUSE, GARAGE) SIDE YARD 5 FEET REAR YARD 10 FEET PDD REQUESTS MINIMUM LOT WIDTH 45 FEET SIDE YARD 5 FEET ON SHARED ACCESS FACILITY AND PIPESTEM LOTS LOTS ON A SHARED ACCESS 5 Viewmont Place - Scoping Memo 25