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Exhibit 4
APPENDIX C TRAFFIC CALMING STUDY DATA COLLECTION AND SELECTION PROCEDURES Maeda F.rs•v:K, Ipc Sera Name 6 SW 13TH A 5 SW 13TH A SW 36714 ST SW 24TH AV SW 13131 AV SW 16TH AV 3W 13114 AV a SW 1971.1 AV 09! 24TH AV SW 193H AV SW 19111 ST SW 19111 S1 SW 19715 AV SW 13731 ST 5W i6TH Sl SW 24TH AV SW 9731 ST 3 SW 9TH ST 1 SW 23RD AV 2 SW 2311.1) A 4 SW 19tH ST 5 SW 36331 AV 2 SW 2731 AV BETWEEN SW )6 ST AND SW 19 ST BETWEEN SW 12 Si AND SW16 ST DATA COLLECTION Sind L1aS14 1 m Palcds Pealed speed BOW 85th r Luna. IO Width (len) Pdi lm Speed (MPH) APPENDIX CI • DATA COLLEC710N AND SELEC130N PROCEDURES Selection Criteria SCORING With Trade AT Volume No. of Rade=tf ie Years Cat .TM nine Vdmae 85tY% %Gm Speed dram(1 Nn•t Academia per Rnd Yer Speed Pros boa: 25) Vd.4e Pwaes (mass) Crashes (55 297 56 Cm- W mall I06 25) TOTAL POINTS Focal ^- -lmiai 30 2739 36 53 5.353 19 79.7 YES 27.1 BETWEEN SW 19 AVE AND SW 72 AVE BETWEEN SW 16 ST AND SW19 ST BET4seew S W 3 ST AND SW 1251 BETWEEN SW 17 ST AND SW 19 ST BETWEF245W 39ST AND SW 225T BETWEEN SW 16 ST AND SW19 S1 BETWEEN SW 13 ST AND Sw165T BETWEEN SW 8ST AND SWII ST BOWERS SW 19ST AND SW 52 ST 3E7WEPN SW 19 ST AND SW 72ST BETWEFNSW 14 AVE AND SW17 AVE BETWEEN SW 12 AVE AND SW IA AVE BETWEEN SW857 AND 53112 ST BETWEEN SW 12 AVE AND SW 17 AVE BETWEEN SW 24CT AND 5W22 AVE Lord Rcskiaaial Lml Calmar Local Residcaial local lira-emar l Corm Eci4lamial Local RcidmuV Leal Resid®al local Rcsidcaial Lord RenAcrial Lod Ryidrariai Local Rraidearlal Local Local Local Rmdmial localli SidcNial leca3Roidcanil BETWEEN SW 37 AVE AND SW 19 AVE LocalRu�drauul BETWEEN SW 31 ST ANDS!' 1357 local Re:Wad:ad BETWEEN SW 16Si AND SW195T Local R1.a... al BETWEEN SW 19 AVE AND51V NAVE BETWEEN SW 8 ST AND 5911 5T BETWEEN SW 195T AND SW 2257 BETWEEN SW 19 AVE AND3W NAVE BETWEEN SW 1251 ATM SW 1157 BETWEEN SW 16ST AND SW19ST Local Readcoaal tong Rrdo,a of 30 30 ■ 30 30 30 30 30 40 2,555 36 37 2,555 15 793 40 40 40 YES 7.531 21 37 7381 l4 86.3 1,262 1,739 2f7 1.758 2716 � 2yT6 40 40 40 {0 30 40 30 40 30 40 30 40 32 35 1,7E2 16 67.0 36 35 1139 14 705 35 1.221 563 O 1 YES Y35 YES YES 34 34 3,157 1,758 17 9 824 71.3 2.794 1,452 1,647 2170 3.037 1,621 1.275 5560 2.121 1.156 26 28 34 31 28 2! It 73 b 1.139 L 33 33 33 32 2,716 2.578 2.794 1.452 21 19 15 13 31 2.641 13 3e 2.170 14 31 3,037 12 30 1.67E 11 29 1215 14 34 5_560 34 7.121 30 1.156 . l4 28 1,119 13 30 40 1749 2E 30 1,149 9 loc431ciadms:d 30 I9W866....:.1 30 Taal Raddc®1 30 Lora Rui&mul 30 Local Acad./31 30 40 1,731 21 24 1,204 12 40 1.271 2! 31 1121 '1 40 1968 2E 39 1963 8 4p 1.250 32 27 1,250 ! b 930 35 33 910 -13 4 SW 21ST AV BETWEEN SW 19 ST AND SW 22ST Local RessAcntial. 30 b 997 2B 31 997 3 5W 11ST AV 2 SW 23RD AV 3 SW TMT11 AV 3 SW 115T AV BETWEEN SW 1257 AND SW 16ST BETWEEN SW 165T AND SW195T BETWEEN SW 32 ST AND 5W 16 ST BETWEEN SW 10 ST ANDSV 12ST Loral Readmal 30 Local Rcridarmial 30 loci Rcli42.426 30 11 6 10.6 9 499 156 15.4 145 143 144 4.3 u 25.0 mir 23_0 25 25 14.0 73D 25 EEL 13.1 25.0 © 25 BA1 13.1 25D 8&1 129 25A 679 [2.3 25.0 873 120 25.0 e1,0 143 25.0 86.5 141 ISp 86.5 I25 23.1 l5.6 IL6 23.6 854 1L{ 23.9 853 t0.1 1SA l5.1 TE5 _ _ l23 344 YES 123 2 0 ®® YES 11.4 25.0 TES 13.7 19.6 YES 13.0 19.9 Y8S 12,1 212 YES 133 19.1 Y5S 13.8 15 3 YES 11D 25.0 YE5 112 19:6 0 0 40 1.060 28 79 1.060 16 36! b 955 33 32 955 22 55.7 10 2,096 31 33 2.096 6 6E0 O 0 Local R 30 5 Sw 10T51 57 BETWEEN SW 12 AVE At1D5w ]•AVE Local Bak/moat 30 0 40 2.295 21 26 3,255 7 4E3 0 b 932 22 27 937 12 433 O 0 AnaIpsi5 S9eer_shena4d0ah 6nal6Orled. Sconng PAGE 1OE3 146 84.5 E36 833 !L9 821 82.4 30-5 80.4 79.9 144.6. Tursuea.E 1.e. MEM EC Ell SERESSE MI =El EC =MI !1111. 1111 ®11-ANDSW 22ST 195TMIZZI INNSW 73RD AV I.SW 1.PE ST BETWEEN SW22AVE AND SW 27 AVE ®RiNNE® 5W =Tn 5T Local Dcsiekeiial [Aral Ruit:As SW 25111 AV SW 117H ST SW 16TH ST sw tom AV SW 16TH ST SW 75111 AV DETWEEN SW 14AVE AND SW 17 AVE BETWEEN SW 14 AVE AND SW 11 AVE BETWEEN SW24 AVE AND SW 27 AVE BETWEEN SW a ST ANDSW (7ST BETWEE NSW 12 AVE AND SW LAVE BETWEEN SW 22AVE AND SW 24 AVE Local Residetsial Loss/ Res dermal DATA COLLECTION Pasted apsad Liaan 30 30 30 Posted fixed Luaie a 10 hset 40 40 ASI T. Width Met) ®© IEEE 1267 33 li thotl5lk Parpwti4 Speed (MPH) 29 32 76 IEEE® MCI MIME= ®IEEE® WE MEN= En Lacal llss)dp{:al IllE ©=1ZIE 1111 ©MEM ElllEME EEISMEE EII® Ell® EC EC ©® MI El 5W 11711 ST 5W 2157 57 SW 21ST ST SW MST ST SW 21 ST 16 519 215T TE 5W NTH AV SW 1411E 5T EC El SW 18T11 5T SW 17TN ST SW 17111 ST SW IOTN 37RD Analysis' SP 0_sheoandoal. f..a80.fed. Sm6q BETWEEN SW 11 S7 AND SW 16ST BETWEEN SW 24 AVE AND SW 21 AVE BETWEEN SW 24 AVE ANOSWVTAVE BETWEEN 5W 22 AVE AND SW 27 AVE BETWEEN SW 22 AVE AND SW 27 AVE BETWEEN SW 27 AVE AND SW 27 AVC BE3NT2745W 11ST ANDSW 16 ST BETWEEN SW 17 ADE ANDSW22 AVE BETWEEN SW 17 AVE AND Ste' 22 AVE BETWEEN SW 19 AVE AND SW 22 AVE BETWEEN SW 17 AVE AND SW19 AVE BETWEEN SW 17 AVE AND SW19AVE BETWEEN SW 19 AVE AND SW 22 AVE BETWEEN SW 17 AVE AND 5W19 AVE BETWEEN SW 1657 APB) SWI9ST B57WEEN SW 12AVE AND SW IN AVE ETWFEN SW la Avg AND SW IT AVE BETWEEN SW 14 AVE AND SW17 AVE BE1WEENSw NAVE AND SW17 AVE E1WFEN SW 19 AVE AND SW 22 ME BETWEEN SW 17 AVE AND SW 19 AVE s'E3=T+ BETTSW 12 AVE AND SW 14 AVE Local Issikotial Lass] Aesiressial 30 30 30 30 30 30 30 net ®IEEE® ©©© RISEN NMI NM ©© 1,080 1,363 613 683 723 MEI ICE IEEE©® En ICE ]Asal Acsidcauzl IAOI ifttadara•r 1Ad1Ruidenial. Local Rcsidcotial 30 30 30 40 40 40 b 40 40 40 b 702 34 21 13 11 32 21 11 24 32 36 21 31 IEEE IE __®_©® MCI �f__ ICMINER EINEM EEICERIEMECM _ 13 ® 774 5 35.4 0 ENEEEME3VI n DM ® "6MM®�.....3. EEMIN 702 111. 4 .6 ' IE.311 NO ® 28 ©®®®MMENEN ®© 32 ®© 133 MMENIE IEEE® 33 4ME 40.0 0 EE_-ET 31 Whb2 o1T V.l...e Ns, of Aced/ads is 3 Years Cut Throach Selection Criteria Ttalf Yakima 15 Cw tMou614 Net K Andes per Yaw APPENDIX C3 -DATA COLLECTION ANC SELECTION PROCBOOAES SCORING Sped Poinlr { eas 2S) Wham Points (war25) Crashes (Max 2S} % Cae- .hroa¢ (Meta 251 ®©®11111MIICIIIEINEI®®®M131© TOTAL POINTS 760 1,26E 11.449 1880 1.163 10,990 1.275 32 637 886 172 632 30.1 3L0 091 27.2 26.8 65.1 30.6 215 43.6 Q7 lEICEIMEE MEIESIEE ECIEESIEE EIMEEEll 0 YES VIES 140 NO NO 13E 13.1 11.0 142 13.6 767 7 5 MEI NEM 8 12.6 0 © ® ®© 3/ CS ®�EEEE� ICE ®©©®� ��IE�El ICE ICEME 0 0 0 1.ac31 Rcsidc.a61 Ior-1Residential 30 30 30 40 40 10 b =ME©®© ©©©ICII 26 Lo a1 Aesiden ial 30 311 30 b b 40 40 32 30 32 24 2s 27 32 30 30 NEM .69 3 5 3 22.0 6A d0 06 0,0 0 0 0 0 0 TES YES NO NO NO ND NO NO NO NO NO NO NO NO 140 NO ©1.11.® 0 0 Ell 0 NO ©® 000 F © OP MMff �7 532 797 6 PAGE 20F3 30.1 0 0 75.0 19 14 8 22 21 6 25 25 En Its NO 745 223 723 70.7 69.3 Marlo Etp.eaq, I..: Zees 6 6 Scat Name SW I2TH TE SW IT)R ST Anaysts Sebe:_shnar5l°ah—rru0Med. Scoring Lo adios BETWEEN SW 12 AVE AND 5W le AVE BETWEEN SW 12 AVE (AIM SW I4 AVE Street Classification l A0I Residc>bal Inca) Rcsidendai Posted speed limit 30 30 Posted speed mph 40 40 AD T. 390 6r5 DATA COLLECTION Widdh(feet) 28 28 Bghed 051h Perceweie Speed (NPR) 32 32 Waft Trade. .er V.I-.. 390 645 Noe! Aceideols is 3 Yore PAGE 3 OF3 Gee -Through 0.0 13.6 Testa Votrme Sdectian Criteria 8SB, % 3pedd 0 GU - through 0 N.15 Accidents per Year 0 Rush NO NO Speed Peiys (mao 25) APPENDIX C] -DATA COLLECTION AND SELECTION PROCEDURES Velum pa4K iessa5} SCORING Cradw Ode. 25) C.e. 0..4.{Mar 25) TOTAL FORM Martin Engineering, Inc. Street Name SW 25"Ave SW 25"Ave SW 25" Ave SW 25" Ave SW 24"Ave SW 24" Ave 5W 24" Ave SW 24"Ave SW 23i° Ave. SW 23r0Ave. SW 23itlAve. SW 23i° Ave. SW 21" Ave. S W 21" Ave. SW 19"Ave. SW 19"Ave. SW 19" Ave. SW 19" Ave. SW 18" Ave. SW 18"Ave. • SW 18"Ave. SW 16" Ave. SW 16"Ave. SW 16" Ave. SW 16" Ave. SW 14" Ave. SW 16" St SW 16" St. SW 16" St. SW 16"St SW 16"St Location �SW14"SL �SW17"St 0sw19"st 0 SW 20" Si. ® Sw test. 0 SW 14"St. ® SW 18" SL 0SW21"'51. sw ii't. 0SW17"SL 0SW19"St_ 0 SW 20"St_ 0SW12"St. 0 SW 20" St- 0 SW 14" Ter. 0 SW 17"St. SW 19" St. �SW21'St. sw 11'" St_ 0SW13"SI. SW 14" Ter, Sw 11" St. i4 SW 13" St. SW 19" S1. 0SW20"St_ 0 SW 13" St. 0 SW 25"Ave. 0 SW 24" Ave. 0 SW 23r° Ave. 0 SW 21" Ave_ 0 SW 19" Ave. Street Classification Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Luca! Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Residential Local Collector Local Collector Local Collector Local Residential Local Residential Note: Bold means selection criteria meet County's qualification requirements_ T_120040141Analysis Sheet_shenandoah_bycircielocations APPENDIX C2 - DATA COLLECTION AND QUALIFICATION PROCEDURES FOR RECOMMENDED TRAFFIC CALMING LOCATIONS SELECTION CRITERIA A.D.T. • Highest 85th Percentile speed (MPH), Average No. of Carreciable Accidents per Year' Cut- Through %, 683 34 1 26.8 980 33 1 63.2 980 _ 33 1 632 1151 32 1 63.2 2716 33 3 80.6 2716 33 2 81.6 1282 35 1 67.0 1275 33 1 66.8 1284 24 1 61.1 955 32 1 55.7 955 32 1 55.7 1221 31 1 65.4 1295 26 2 48.3 997 31 1 49.0 2096 33 1 68.0 1758 34 1 7f.1 1758 34 - 2 71.1 1452 32 2 65.6 1080 31 1 38.0 • 911 33 1 26.5 911 33 1 26.5 1250 27 1 57.8 1250 27 1 57.8 1281 35 3 56.5 2794 33 2 80.1 1628 30 1 67.6 11449 35 2 30.1 10990 38 4 27.2 10990 38 2 272 7581 37 2 86.8 7581 37 1 86.8 .. Result No No No Yes Yes Yes Based on Access Based on Access Based on Access Yes Yes Yes No No Yes Yes Considerable H Considerable H No Yes Yes Yes Yes Considerable Hi Yes No No Yes Yes Yes Yes Yes Yes Yes Considerable High Considerable High Yes Yes Yes Comments Management Plan and Considerable High Speed Management Plan Management Plan i Volume. Recommended based on system requirement ! Volume. Recommended based on system requirement Volume. i Recommended based on system requirement Volume. Recommended based on system requirement Volume. Recommended based on system requirement