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HomeMy WebLinkAboutHoldPHearingTaneumRoadEastKITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS AGENDA STAFF REPORT AGENDA DATE: September 3, 2019 ACTION REQUESTED: Hold a Public Hearing to Consider a Speed Reduction on Taneum Road East and Amend Kittitas County Code Section 10.08.020 and Section 10.08.030 Speed Limits BACKGROUND: Kittitas County Department of Public received a request from William Stovall to consider reducing the speed on Taneum Road East from Mile Post (MP) 1.00 to MP 2.84. Two separate speed studies have been conducted (April and July 2019). INTERACTION: Public Works RECOMMENDATION: Maintain 50 Miles Per Hour (MPH) along Taneum Road East from MP 1.0 to MP 2.84. HANDLING: Return one Ordinance to Public Works ATTACHMENTS: Ordinance with requested changes, Engineer's Report LEAD STAFF: Mark Cook, Director BOARD OF COUNTY COMMISSII COUNTY OF KITTITAS STATE OF WASHINGTON ORDINANCE No. 2019 - ESTABLISHMENT OF A SPEED ZONE AND THE PLACEMENT OF SPEED LIMIT SIGNS ON TANEUM ROAD EAST AND AMENDING SECTION 10.08.020 AND SECTION 10.08.030 OF THE KITTITAS COUNTY CODE WHEREAS: The Department of Public Works conducted two separate speed studies (04/29/19 — 05/06/19 and again on 07/22/19 — 07/29/19); and WHEREAS: The Board of Kittitas County Commissioners did hold a public hearing on Tuesday, September 3, 2019 to hear public testimony regarding the establishment of a 35 mile per hour (MPH) speed zone and placement of speed limit signs on the above listed road. WHEREAS: Kittitas County Board of County Commissioners have determined that 35 miles per hour is an appropriate speed limit for Taneum Road East for the entire length of the road based on public testimony received; and WHEREAS: The Kittitas County Board of County Commissioners have determined that 35 mile per hour speed limit signs would improve safety along Taneum Road East from mile post 1.0 to mile post 2.84; NOW, THEREFORE BE IT ORDAINED That the Kittitas County Board of County Commissioners, after due deliberation and in the best interest of the public, does hereby establish a 35 mph speed limit on Taneum Road East for the entire length of the road; and authorizes the placement of speed limit signs at the above stated locations and amending Kittitas County Code Section 10.08.020 and Section 10.08.030 as indicated in Exhibit A. BE IT FURTHER ORDAINED That this ordinance will become effective upon the installation of the appropriate signs. ADOPTED this 3`d day of September, 2019. Attest: ❑ Clerk of the Board- Julie Kjorsvik ❑ Deputy Clerk of the Board- Mandy Buchholz BOARD OF COUNTY COMMISSIONERS KITTITAS COUNTY, WASHINGTON Cory Wright, Chairman Brett Wachsmith, Vice -Chairman Laura Osiadacz, Commissioner EXHIBIT A Kittitas County Code Section 10.08.020 and 10.08.030 SPEED LIMITS ON COUNTY ROADS Chapter 10.08 SPEED LIMITS ON COUNTY ROADS Sections 10.08.010 Twenty-five miles per hour. 10.08.015 Thirty miles per hour. 10.08.020 Thirty-five miles per hour. 10.08.025 Forty miles per hour. 10.08.030 Fifty miles per hour. 10.08.040 School safety zones - Twenty miles per hour. 10.08.045 Twenty miles per hour. 10.08.050 Construction zones - Twenty five miles per hour. 10.08.020 Thirty-five miles per hour. The following roads or portions thereof shall have a maximum speed limit of thirty-five miles per hour: • Airport Road (Cle Elum), entire road. • Airport Road (Ellensburg), from Ellensburg city limits to Bowers Road. • Anderson Road, from Umptanum Road to Ellensburg city limits. • Ballard Hill Road, entire road. • Bender Road, from Reecer Creek Road to Ellensburg city limits. • Bettas Road, entire road. • Bowers Road, from Reecer Creek Road to Airport Road. • Brick Mill Road, from Naneum Road to Fairview Road. • Brick Road, from milepost 0.624 to Sanders Rd. • Brown Road, Hanson Road to Barnes Road intersection. • Bull Road, from Ellensburg city limits south to cul de sac. • Bullfrog Road, milepost 0.0, 1-90 to milepost .72. • Cabin Creek Road, from Hiline Canal to end of Kittitas County portion, milepost 2.92. • Caribou Road, entire road. • Carroll Road, entire road. • Cassasa Road, entire road. • Chandler Road, entire road. • Clarke Road, from US 97 to Lower Green Canyon Road. • Cove Road, from Thorp Highway to Robinson Canyon Road. • Durr Road, entire road. • Dry Creek Road, from Ellensburg city limits to SR 97. • Faust Road, from MP 0.00 to Bridge #88212. • Game Farm Road, from Brick Road to Wilson Creek Road. • Gladmar Road, entire road. • Golf Course Road, entire road. • Goodwin Road, First Street to end of road. • Hanson Road, from Cove Road, west to end of county road. • Hidden Valley Road, from SR 970 to Emerick Road. • Horlick Road, entire road. • Horvatt Road, from SR 903 to Roslyn city limits. • Hundley Road, entire road. • Hungry Junction Road from milepost 1.15 to milepost 1.70. • Judge Ronald Road, entire road. • Kachess Lake Road, entire road. • Kittitas Highway, 450 feet west of Fairview Road, milepost 5.30, to 800 feet west of Kittitas City Limits, milepost 5.49. • Kittitas Highway, from milepost 1.03 to milepost 1.34. • Klocke Road, entire road. • Lake Cie Elum Dam Road, entire road. • Lambert Road, entire road. • Ley Road, Swauk Prairie Road to milepost 0.70. • Liberty Road, from SR 97 to milepost 1.48. • Lower Peoh Point Road, entire road. • Main Street (Vantage), from 1-90 Interchange to Recreation Drive. • Manastash Road from Cove Road at milepost 3.56 to end of road. • Markovich Road, entire road. • Masterson Road, entire road. • McCullough Road, entire road. • McManamy Cut-off, entire road. • McManamy Road, entire road. • Mohar Road, entire road. • Naneum Road, from Vantage Highway to Watson Road. • Nelson Siding Road, entire road. • No. 81 Road, from Alpine Drive to Vantage Highway. • O'Neil Road, entire road. • Pays Road, entire road. • Pfenning Road, from Vantage Highway to Game Farm Road. • Railroad Street, from Cabin Creek Road, east to end of road. • Railroad Street, from west 190 overpass east to Bridge #03112 milepost .83 (Easton). • Recreation Drive (Vantage), entire road. • Reecer Creek Road, from University Way to Bowers Road. • Ringer Loop, entire road. • Riverbottom Road, from milepost 0.35 to milepost 3.06 (Umptanum Road). • Salmon La Sac Road, from SR 903 to end.. • Sanders Road, entire road. • Sisters Road, entire road. • Sparks Road, entire road. • Stone Lane, entire road. • Strande Road, from Barnes Road to Manastash Road. • Susan Road, entire road. • Swauk Prairie Road, entire road. • Talmadge Road, entire road. • Taneum Road, East, entire road • Taneum Road, West, entire road. • Thorp Highway, from milepost 5.16, 950 feet south of 1-90, to milepost 6.42 (First Street, Thorp). • Thorp Highway, milepost 6.90 to Taneum Road, East, milepost 7.69. • Tozer Road, entire road. • Umptanum Road, from Ellensburg City Limits to milepost 0.75. • Umptanum Road, from milepost 2.68 to milepost 9.03. • Upper Peoh Point Road, entire road. • Vantage Highway, from the Ellensburg city limits to 0.10 east of Pfenning Road. • Watson Cutoff Road, entire road. • West Sparks Road, entire road. • Westside Road, from South Cie Elum City Limits to Golf Course Road. • Wilson Creek Road, from Vantage Highway to Game Farm Road. • Woodhouse Loop, entire road. • Woods & Steele Road, entire road. • Zrebiec Road, entire road. (Ord. 2018-017, 2018; Ord. 2017-008, 2017; Ord. 2017-003, 2017; Ord. 2016-018, 2016; Ord. 2016- 015, 2016; Ord. 2016-011, 2016; Ord. 2015-008, 2015; Ord. 2014-016, 2014; Ord. 2014-003, 2014; Ord. 2013-007, 2013; Ord. 2012-008, 2012; Ord. 2011-010, 2011; Ord. 2011-008, 2011; Ord. 2007-31, 2007; Ord. 2007-15, 2007; Ord. 2006-52, 2006; Ord. 2006-45, 2006; Ord. 2005-33, 2005; Ord. 2005-28, 2005; Ord. 2003-19,2003; Ord. 97-15,1997; Ord. 97-07,1997; Ord. 9613, 1996, Ord. 96-11, 1996; Ord. 96-7, 1996; Ord. 95-12 (part), 1995; Ord. 95-11(A) (part), 1995; Ord. 95-3, 1995; Ord. 94-37 (part), 1994; Ord. 94-34, 1994; Ord. 94-20 (part), 1994; Ord. 94-6,1994; Ord. 93-14,1993; Ord. 93-11 (part), 1993; Ord. 92-21, 1992; Ord. 92-19 (part), 1992; Ord. 92-15 (part), 1992; Ord. 88-3, 1988; Ord. 87-3, 1987; Ord. 86-2 (part), 1986; Ord. 85-3 § 3 (part), 1985; Ord. 85-2 (part), 1985; Ord. 83-6 (part), 1983; Ord. 83-5, 1983; Ord. 83-4 (part), 1983; Ord. 82-11 (part), 1982; Ord. 82-9 (part), 1982; Ord. 82- 6,1982; Res. DPW77-81, 1981; Res. DPW -59-81,1981; Res. DPW -75-80,1980; Res. DPW -71-80,1980; Res. RD -105-79, 1979; Res. RD -39-79 (part), 1979; Res. RD -71-78,1978; Res. RD -58-78, 1978; Res. RD -55-78,1978; Res. RD -79-77,1977; Res. RD -48-77,1977; Res. RD -32-77,1977; Res. RD -47-75, 1976; Res. RD -85-75, 1975; Res. RD -84-75, 1975; Res. RD -61-75,1975; Res. RD -71-73 (part), 1971; Res. RD -473, 1973; Res. RD -46-71 (part), 1971). Publisher's note: Added periods to the end of items to correct scrivener's errors in Ordinance 2014-003 and Ord. 2018-017. 10.08.030 Fifty miles per hour. 1. The board of county commissioners orders the speed limit for the entire Kittitas County road system to be limited to a maximum of fifty miles per hour per RCW 46.61.400. 2. The following roads or portions thereof shall have a maximum speed limit of fifty miles per hour: a. Canyon Road, from Ellensburg City Limits to Thrall Road. b. Cove Road, from Robinson Canyon Road to End of Road. c. Thorp Prairie Road, entire road. d. Cleman Road, Kittitas County portion, Badger Pocket Road to Thrall Road. (Ord. 2014-003, 2014; Ord. 2007-31, 2007; Ord. 95-11(A) (part), 1995; Ord. 86-2 (part), 1986; Ord. 85- 2 (part), 1985; Res. RD -77-73 (part), 1973). KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMISSIONERS ENGINEER'S REPORT — TANEUM ROAD EAST SPEED LIMIT REDUCTION REQUEST PUBLIC HEARING DATE SEPTEMBER 3, 2019 ACTION REQUESTED CONSIDER REDUCING THE POSTED SPEED FROM 50 MPH TO 35 MPH LEAD STAFF: Mark R. Cook, Public Works Director/County Engineer RECOMMENDATION: Maintain the existing speed (50 Miles Per Hour, MPH) along Taneum Road East from Mile Post (MP) 1.00 to MP 2.84. BACKGROUND: Currently the speed limit along Taneum Road East from Thorp Highway (MP 2.84) to MP 1.0 is 50 MPH, at which it transitions to 35 MPH. A county resident requested a speed reduction in this road segment in April 2019 (EXHIBIT 1). Public Works staff conducted a speed study April 29, 2019 to May 06, 2019. (EXHIBIT 2). The results of the speed study were presented to Kittitas County Commissioners during Public Works study session of July 8, 2019. Following staff's presentation, the Board of County Commissioners requested an additional study be conducted verifying the results from the first study. A second study was conducted from July 22, 2019 to July 29, 2019 and presented at study session on August 12, 2019. DISCUSSION: A variety of factors must be considered when determining safe and reasonable speed limits. The prevailing speed is a major consideration in setting speed limits. Engineers recommend setting speed limits so that 85% of the freely flowing traffic travels at or below that speed (the 85'x' percentile). Guidance is provided in MUTCD 2B.13 (EXHIBIT 3), recommending posted speed limits to be set "within 5 mph of the 85a' percentile speed of free-flowing traffic." Another consideration is the highest safe speed for which the road was designed. This takes into account road type, road geometry, and adjacent land use. Other factors include presence of non -vehicular road users, driver or vehicle characteristics, driveway density, enforcement capability, and public attitudes. The requested speed reduction along Taneum Road East (MP 1.00 to MP 2.84) does not appear to be supported by the results of the speed study, providing MUTCD guidance is followed. Taneum Road East drivers are generally doing the posted speed (51.7 MPH study 1 and 47.8/51.4 MPH eastbound and westbound study two). The vast majority of drivers are driving at the 850' percentile or within 5 MPH of the speed of free flowing traffic. Our experience in Public Works is that drivers will drive road geometry and roadside conditions at a speed that is comfortable for the driver. Artificially reducing road speed does not necessarily reduce the speed of traffic. In the case of Taneum Road Page 1 of 5 PUBLIC WORKS BOARD OF COUNTY COMMISSIONERS ENGINEER'S REPORT East, drivers appear to be driving the design geometry and managing roadside conditions appropriately to design considerations. No accidents have been reported in the roadway segment in the past five years. FISCAL IMPACTS: The cost of re -posting Taneum Road East to 35 MPH is expected not to exceed $2,000.00. ATTACHMENTS: EXHIBIT 1: Speed Study Request EXHIBIT 2: 2019 Traffic Study Data—Taneum Road East (two studies) EXHIBIT 3: 2009 WTCD, Section 2B. 13 Page 2 of 5 PUBLIC WORKS BOARD OF COUNTY COMMISSIONERS ENGINEER'S REPORT EXHIBIT 1: SPEED STUDY REQUEST Page 3 of 5 PUBLIC WORKS BOARD OF COUNTY CONI IISSIONERS ENGINEER'S REPORT Kittitas County Department of Public Works POLICY FOR ESTABLISHING SPEED ZONES PURPOSE: The Department of Public Works receives numerous requests to establish speed zones. The following policy is proposed to provide a clearly defined process for responding to those requests. APPLICATION: individuals who would like to request a speed zone be established will be required to submit a "Request for Speed Zone" application to the Department of Public Works. The information required to process any such request includes: 1. Name and address of person requesting action 2. Date of application 3. Telephone number where applicant can be contacted 4. Name of road to be considered S. Approximate location / limits of request 6. Reason for request 7. Signature of Applicant Completed "Request for Speed Zone" applications shall be directed to the Director of Public Works / County Engineer for review. REVIEW OF APPLICATION/RECOMMENDATION The Director will conduct a speed study which considers existing traffic speeds and volumes, roadside friction, accident history, pedestrian and bicycle traffic, and roadway geometrics and surface conditions. Based on the speed study, the Director will determine the most appropriate maximum speed for the section of road. The recommended speed will be based on the 85* percentile of the existing traffic, the pace of the existing traffic, as well as consideration of the factors listed above. Policy for establishing Speed Zones Adopted 4/5/5994 Resolution No, 94-37 G/Eng/Road Log/Speed studies To be completed by applicant Name: lvtiL64,j P ;*^-kIALc Date of Apphcation:_Anz t 2c-,ic Address: _Z2 i f 1T vkj 1- 4, Av, L d ''2V,4: Daytime Phone: Name of road to be considered:. Approximate limits of request (Nearest cross streets/intersections or other identifiable londmorks) Reason for request:_....zL4r-- V, C- I'V Tc- j? e&t C"rE S O'Al zj--� " S C I - I, � r 1,71 `-,� � 1 40 �4�7 I -C It e- I - I— I Proposed solution(s):_-t" C5 4— i—Hog tlq T T -v :'t: 0.1&40* - .0 .... OUM"Ok . . ^No ...... 11 ..... 09.0.4**, incomplete 0;;ITC;j;n; OPPlicant WNbe within 4 weeks from receipt Of complete 000fatiOnS UNLE55 the OpphCOm IS notified of need for extension OY Deportment of Public Works. (Weather Or other seasonal conditions may influence timing of Wed studies).Applicant will be notified in writina of rpc,,tft of A: _� study and the recommended oction I have read and understand the statement above: Signature of applicant: Date: 4,LK 14, --G7E—ng79—oa—d[-CgTS EXHIBIT 2: 2019 TRAFFIC STUDY DATA — EAST TANEUM ROAD (TWO STUDIES) Page 4 of 5 PUBLIC WORKS BOARD OF COUN'T'Y CONMSSIONERS ENGINEER'S REPORT Road Number X70 Buses 85% Speeds 0.011 Road Name Taneurn Rd East utI �_6 Axle EB 52.20 MID 1.650 'Multi >6 WB 50.80 Begin Count Date 4/2912019 Monday Begin Time -4 9:08 AM 51 50 End Count Date 5/6/2019 Monday End Time 7:04 AM 0.054 sted ADT 172 Total Hours 165 93, 6.606 Double > 6 Axle Total Days 6.9! 046 PERCENTAGE U "I.Ca A-1 COMBINED TOTAL 1050!'Bikes -_ ­ - I 0.093 TOTAL / TOTAL DAYS - - 152 - _ S I -f- :Car Trailer 0.491 FACTOR 1.13 2 Axle Long 0.224 Trains 0 0.00 -TOTAL 152 1.00 GROSS ANNUAL TONS:, UCK-ROUTE CLASS: - TOTAL TRUCKS 2 (ITRUCK % 0.1 Buses 0.011 utI �_6 Axle 2 Axle 6 Tire 0.000 0.119 WINED TOTALS 'Multi >6 I Sing—le DiAw- Carat Pickups & Trailers 0.007 Single 4 Axis Singles- 0.000 -age Total 152 1 'Double < 6 Axle 0.054 sted ADT 172 Double 5 Axle 6.606 Double > 6 Axle 0.000 046 PERCENTAGE U "I.Ca A-1 n nnn Trains 0 0.00 -TOTAL 152 1.00 GROSS ANNUAL TONS:, UCK-ROUTE CLASS: - TOTAL TRUCKS 2 (ITRUCK % 0.1 utI �_6 Axle 0.000 'Multi >6 0.000 Carat Pickups & Trailers 124 0.82 1.00 Singles- 19 0.11 Doubles _.8 Trains 0 0.00 -TOTAL 152 1.00 GROSS ANNUAL TONS:, UCK-ROUTE CLASS: - TOTAL TRUCKS 2 (ITRUCK % 0.1 Kittitas County Public Works ROAD NAME ? �2�1�1 l /. �6-77b Begin Count Date End Count Date Counter Number G1- North Arrow rr,--!3:111 Time g . Time ��� N M Sketch counter location, identify tubes, distance tubes apart, and distance to nearest cross road or other identifying point. 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N Y • O N N 000000000-.- .+ .. N .+ N N w O O O O O O p N N a V N C e V m N • N M O O O .. .. e n M N M n P m e O e M m e M M .. m • N m �, O O O o O a y � e y '• .+ m _N 2 N m F D M O coo 0 0 n 0 .. a .. O m • M F u, nyo000o00aoon.. .. ..00000000 $neO^m fl F v m E q N b C l7 Y a o D p• N 0 0 0 0 0 0N O 0 M 0 M O 0 O 0 O N � �, e• m a a; 00000606006060 O O O O O O O O O O M; ON N� d N O • O O o O O O O O O O O O n O M n 0 0 0 O O O O P O = N M O O O O O O O O O O O 0 O O O O 0 O O O O O O O O O O N M m N V .. y D O O O D D D D D D D D D .. D .. D D D D D D D D M P N D ^� O coo 00 O O O O 66 O O O O O O O O O O O O O O N e Ny E Ny � e 0 E L Z N N 00. 0 O O 0 0 . O O O O O O O O O O O O O O O O O 00 0. O O m N O m E O E m 0 0 0 .. 0 0 0 0 0^0 0 0 0 0 0 0 0 x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i o v a v a. Z n E Y q m O .+ o •9 M e m N N m m o .• e e M o M O M P F 000000.+.. MM MN ri •ri a ai .e •e ui ni .i 000 .+ i -y° w e e a � Y eey Z � - N s o azzsxxzszzzz��p���z��z�aa ° E 0 0 0 0 0 0 0 0 0 0 0 0 00 0 o 0 0 0 o D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N n N M e N •C n m g 0 �� .. N M e N .p n m P O .-� 4 m O T^ z 5 w r. NI O O O O O O a O O O O n O O O O O O O O O O O OI w n O O O G O O O O O OO OO OO OO O O O O O o O O O O D O O O O •o oa 0 pp00000 o d d dd0o p .coo Ooo n o o pp m � N� N� o ff,• 0 o d d d o 0 0 6 d c .0 d d d d 0 b V O y N d O O O O b • b O O O O O O O O N O O O O O O O O O O O b V V) V O q n n O > O Q • O O O O O O O O N N O w M M 1� n ry O w N Q w O w O rt) NNN a `e N ui a b P O O w O O O b O O N •O O 1� n b O w M N Q Q n n n Y •a O N O O O O O O O n N p .+ n n n ii � m N w 0 0 0 0 0 Q P p N V �• q� O $, NjW9�1 Ni .Ni .Qi O • O O o O O 0 y 00 000 O O n ry ry N m p d N Y Y Y n .+ O O O O P y N m� .bi •p Y s v ry N r O d 0 0 0 0 0 0 0 bn ry N �.1 T Y n Q N N N N .0 O O M b O Q P• N Q d N N n la•1 p b 6 O M b M n b a Y O n m m m C M V 0 0 0 0 0 0 0 0 •� O .� O N n n N n N O .+ O O O O Oi e N P n O •O N Va r ^, V c O w •m 000000nNonbM ambYY�onbwo wo o N �,+ > o00000000co w.iccoce0000 0o a E ., � o^ n� m� n� N N �F11 VI O t 4 = N m 0 0 0 0 0 0 0 ry O M M n n O Q n n O 0 0 N V O O p O O O O O O O O o O O O O O 00000 00 w N ny E � a ip • N o p o 0 0G o n o o a o 0 0 0 o M o OO O O O O O p O O O OOO O O O V O N N �• O oE b O O O E V m e Z o n o o p a 0 o c 0 p N M N$ w 0 o c 00 0 0 0 o c o 0 0 0 0 00 o c o 0 0 0 < env v M Q N M o E a N o 0 0 0 0 0 o m o 0 0 o n o 0 0 0 0 0 o a o p V o c o 6 6 6 6 6 o c o 6 6 6 0 06 e c c e c o 0 a 6 0•� V y M ry Y 0 o a e o v yo O d E Y i N Y O 1 M m¢ F n n w p j V Y a V 6 6 N z z E O o 0 0 0 0 0 0. 0 0 0 0 o 0 o g o g o 0 0 0 0 0 £ E 0 99 0 0 0 0 0 0 0 0 0 0 o p n a VWI 3 O f � f Q H ON a g N � N'^ A a > m s to QI _y a g e V d v x .c G 7 to o A C d d Ma 6 � � O u m x a o N � V � a y y v n X 0 !n a C vi 7 IA C O y y U a C H N V � L a H N b N d N 7 m d OI C z a J g N 3 w > dJ N 4 J A Q LL 0 p Z 0 d z n a g (0 Q � f ti O 1 0 N H v w s W W c E o o a � � f p SIN QIm m I M 1 Q � N V N �N Ip f+l N m I M 1 Q � N V ROAD NAME TANEUM ROAD EAST MILEPOST 1.65 CROSS STREET 0.14 MI N OF STUART VIEW LANE Volume Grand Totals Average Hourly Volumes Site: 56770 Monday, 4/29/2019 9:30 AM - Monday, 5/6/2019 7:15 AM Average Daily Traffic (ADT) 81.7 71.5 153.1 Volume Totals EASTBOUND WESTBOUND Combined 558 494 1052 53.0 % 47.0% 1 EASTBOUND WESTBOUND Combined 12:00 AM 0.1 0.6 0.7 1:00 AM 0.1 0.0 0.1 2:00 AM 0.1 0.1 0.3 3:00 AM 0.0 0.0 0.0 4:00 AM 1.1 0.1 1.3 5:00 AM 0.0 0.3 0.3 6:00 AM 0.6 1.6 2.1 7:00 AM 4.0 1.8 5.8 8:00 AM 6.3 3.2 9.5 9:00 AM 3.5 3.2 6.7 10:00 AM 5.4 3.6 9.0 11:00 AM 5.9 5.6 11.4 12:00 PM 7.0 7.0 14.0 1:00 PM 6.7 6.1 12.9 2:00 PM 9.9 6.4 16.3 3:00 PM 7.0 8.4 15.4 4:00 PM 6.4 6.3 12.7 5:00 PM 6.7 6.0 12.7 6:00 PM 5.3 5.3 10.6 7:00 PM 2.9 3.0 5.9 8:00 PM 1.3 1.3 2.6 9:00 PM 0.3 0.9 1.1 10:00 PM 0.7 0.4 1.1 11:00 PM 0.3 0.3 0.6 Average Daily Traffic (ADT) 81.7 71.5 153.1 Volume Totals EASTBOUND WESTBOUND Combined 558 494 1052 53.0 % 47.0% 1 Road Number 56770 85% Speeds Road Nam_ a Tansum Rd East EB 47.80 MP 1.990 _ W B 51.40 - - - — 4_9.60 Be in Count Date 9 7/22/2019 Monday Begin Time 10:49 AM End Count Date 7/29/2019 Monday End Time 9:34 AM Total Hours : 166.75' Notal Days 6.9' COMBINED TOTAL 892 0.020 TOTAL / TOTAL DAYS 128. _Bikes Cars & Trailer 0.490 FACTOR 1.13 12 Azle L_ong 0.228 Buses 0.003 i2 Axle 6 Tire 0.176 COMBINED TOTALS _ Singie 3 Axle 0.022 Single 4 Axle 0.000 Average Total 1281 (Double < 5 Axle 0.036 Adjusted ADT 145; Double 5 Axle } 0.013 - Double > 6 Axle 0.010 % PERCENTAGE Multi <6 Axle 0.000 Mutli 6 Axle 0.000 Multi >6 0.001 Cars, Pickups & Trailers951 0.7�4 1.00 Singles _ 25i Ii - Doubles 6 0.061 Trains 0 0.00, TOTALTRUCKS 33 TOTAL 1281 1.00- TRUCK % i 0.26 GROSS ANNUAL TONS: �7i -77 i TRUCK ROUTE CLASS: I Kittitas County Public Works ROAD NAME Begin Count Date 7— ---2 — % End Count Date 7" 29 /moi Counter Number G North Arrow 5�7 Time Time �9 yI/ Sketch counter location, identify tubes, distance tubes apart, and distance to nearest cross road or other identifying point. g-, I -A ,, N' Ao"P HO Redeyce- 1111 . �� 7- � �17 Posted Traffic Tech Date T ,6: W S b A d L O O O O O O O O O O O O O O O O O O O O O O O O S b v't o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o O o 0 0 Qz 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E b V ,W0000000 ... NN O -O00000 o0000 x a 0 0 0 0 0 0 0 0 0 0 0 0 0 o c 0 0 0 0 0 0 0 0 0 ¢ J 00 n vv 0000 0 00 O.+M6 M6..o o o o Oo o600 xa000000000000000000000000 a0 10 6 0 6 a O O xn00000000000006 00000 000 ¢ o V � v v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 Q�000000000000000000000000 V o y _vv 00000 0o a -.N o.+Moo o.+oo-+o o ne Eo O � B 0 0 06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 0 0 0 0 �. 2 y o M W > o t m T Obi W b O O O O .y O O p M N M m m M T M .D O Of b M O O O vF0000000W000000000.,000000 T a N d o o e o e o o O o 0 0 0 0 0 0 0 0 o O o O o O O „ 000000000000000000000000 m xvC 0o0o 006 cs 06 66 0W 14 ,bi m.i ei H.+mmb b b oM 0.: .i .i.-10..00000 ¢ J N 4 o 0 0 0 0 a 0 0 N N N O 0 O O O R N OF G N O O O O O O O O O O O O M 0 0 0 0 0 D Y o 0 0 0 0 0 a d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Em O N O M V .p .-I M N N N M Of .-i .i P O m M b M 'D .D v 000000.. ni rivveinv v�v evi ViM.i .+oo F ¢ Q¢¢¢¢¢¢¢¢¢¢ a a a a a a n n n a a a m 0 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o > 0 0 0 0 0 o a o 0 0 o O o 0 0 0 0 0 0 0 0 0 0,0 � N 0 Lo d ylo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o o 0 0 0 0 0 o c o 0 0 o c o 0 o c o 0 0 a o 0 0 A d =l0 O O O O O O O O O O O O O O O O O o O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b d c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f b V d d O O O O O O O O b p A Q � N p dd 00000 o mo.+mop.+oo 0.+.+0 M - o 0 Q o 0 o c c o o c o 0 0 o c o 0 0 0 0 0 o c o o c � Q V d d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 a in N d d O o O O O O O N M O O m N O O '1 O O O O '1 O O 2 m Y N O = 4 N d O o 0 0 0 0 .+ o 0 0 0 0 0 0 o m o 0 0 0 0 0 0 0, m _d rn o o m o M o o p M n w M n .y m p o m m a m o o n x� 0 0 0 0 0 0 0 0 N O O ti O nl O O N N O H O O O O q J N ryC d O O o O O O O O ti M .-i N M ry N ay N M N ei .y O O O O O O O O O O O p N ry N O ti O H ti N O M P ti O O QY O O O O O O O O O O O O O O O O O O O O O O O O gm yO -i n .! m b O m P n n n m m p n N n n N n ti n 0 ootioocri .y nivMui vivvpvi vicvriooc 0 0 b O 0 N O 0 < f f F f f fL i s s s s s s f f i f s i101 Q Q QQ O o O O O O O O O O O O O O O O O O O O O O O Ri O+.a b d u o 0 0 0 0 0 0 .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. d m w e .. e 0 e N f( C f u O Q mUl b N ry b A O O O d u O O O O O O O O O O O O O O O O O O o O O O O O O d 9 b P P m ( ti m N N b O O O dIO o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0l0 b dd 0000a oo.rmNm.+.�0 oO.ro 0 000 0o Q b dd 00000000.+6 N Q.+ 000000000 m K � O O O O6 O O O O O O O O6 6 O O O O O O O o 0 0 ti ( o �O Qxv d m 0 0 ti 0 0 0 b ti ti n N P O O M O O v d d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a in 000000000e00000000000000 o.r .+.a .. ..Q PPmmmPmmmQPM.�Q no.+ O O O O O O ti O O O O O O O O M O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O W C o O M O M ti o n n 1t1 N P 190 M O m I -i n O Q 10 O Q Q p 0 0 0 0 0 0 0 0 N ni N N fi N N N m N N fV ni O O O N J 0 ^! o M O N b Q O M n n m P Q O M P Q H Q O M b n N d 0 0 0 0 0 0 �+ ry M M M Q M Yl b Q Q b Yf M ry O O O 3e I �O Y O O O O O O O O O � m O ^I ++ P H b o b Q n N m Q b Q b P M n b Q y O n m O O O O O ti N Q �0 P n O O P P m O O O n Q N O N 'I ( Q Q Q(((<( Q a pp( 6 6 6 6 6 6 6 1 C 6 G 6 O O O O O O O O O O O O o 0 0 O 0 0 0 0 0 0 0 0 . N d d N o b ep b e In Q m vbop r v r o d d o o 0 o x c o 0 0 Qin o o c M $ O O P P AA d d O X P O N f( C N u O Q mUl N N ry A 9 b P P m ( ti ti N N N m O O O V1 d C I0 p ep` 0 X n ( S n N N N N N N N YI 0 L M C In+f d` p ae f a umi v P q IN N O '1 d $ O O P G J O E m ( _ u a $ 3 I R o00l0000000p000p00000000000010 Nlo oma° 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 no 0 0 • 0 N 0 0 0 0 0 0 0 0 0 0 0 opo o n o 0 0 0 0 0 0 0 O O O O O O O .+ o N n n •Gy O O O O O O O O O O O O O O O O O O by O y NF¢ m O O p O O O O O O O o O O 000 �^ G o•p O O O O O O O O O O O O O O O O O n 0 0 0 0 0 0 0 e o 0 0 0 c o 0 o c 0 0 0 0 0 0 0 0 0 0 0 0 0 N ti o d o e Tm bV n O N O NO > O n n b N E Ny O O O O O O O O O O C O O O O pO O O O O N v de N O N•p o O O o o O O O o o O o O O m O. m 0 0 0 0 0 0 0 0 0 c o 0 0 0 0 0 0 0 00 c � v ti n Ny P Y E b b a E �• N P • p O O O O O O O Y n N m •v m n m b P O O m n O O O O• •O > V � T Ny m g m V O O O O O O O O O O O O O O O O O O O O O O O O Y � m P ry � N N 0 0 0 0 0 0 0 0 0 .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O OO O O O O O O O O O C O O O O O O O n O C O E m O O D N m O, co 00 .0 O O O O N O •'� O O N O O O O G w C p C b m• O O O O O O m P b P lO m N P P O P M n M m n O n P P m q• pP O y NF¢ m O O p O O O O O O O o O O 000 N Q Tm y W n 0 N O NO m V n n b N E Ny O O O O O O O O O O C O O O O pO O O O O o N O N N N ti C Y b a E �• N • p o 0 0 0 m O m b b n N b M P P P m b o P b w M N n e � S• N g m V O O O O O O O O O O O O O O O O O O O O O O O O n ] P ry i N 0 0 0 0 0 0 0 0 0 .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O OO O O O O O O O O O C O O O O O O O n O E m N N V r ri G M � M La E a N opo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o ry = N-, O o o o o o onorvrvPn..P00nMO Oo o o p^0000000000000000000000000 p^ 0 0 0 a o o c c 0 o c o 0 o c 0 0 0 0 0 0 0 0 0 N P y O P m v L EP N N O NO O O n 0 0 0 0 m O 0 0 0 0 n n 0 0 0 0 0 0 0 0 0 O O C n n b N N Ny O O O O O O O O O O C O O O O pO O O O O O O N a E o � m e E • 0 N N 0 0 0 0 0 0 0 0 .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O OO O O O O O O O O O C O O O O O O O n O • N Hy ~ ely V N G M � M O E b m N opo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o ry N o � p^0000000000000000000000000 p^ y P y O N s O g g a888V g r M N w •y P O P M b m b b O Y Y Y O O O O 66 n M fA P< Y N< N V b N 0 p Y Y � Y 6 N 0 0$ g o 0 00 09 a '0 8 S 8 8 S 8 .: rvM PNbn mmo.+ �+Nri u+ r.m e• �.: �Io R w R ' S b o p O O D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a M E q P E n o 0 o c o 0 0 0 0 0 0 0 o c c o c c o 0 0 0 0 0 o O 1W O N n V V o o e S b V y7i 0 0 m v V $ •• v o N M o 2 O o'Y O O O O O O O O O N N O p O O O^ O O O^ O O O o 0 0 o p o d c o c e c e o 0 0 0 0 0 0 0 0 0 0 1p o v w G E m o e p by ^ o^ V o 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 o c c o 0 0 p^ O y N Y > O O P N yy C n n In W C m m r� n P n .+ n my y O O C^ T V m O m O O^ O O W eoc000^ ^ ria mui vie e a Nvio a No 0o 111111444444 O a N b Ny O O O O O O O O O O O O O O O O O O p O O O O O ry Lm N b MV ^ p W ry o g F E 4 4 4 a a a a 4 6 a 6 a < o w n P a O p' mn W 47; ^ < T O O O O O O O O m O'er W p MV O O O O O O O O O D O P P m my W E mo y o d o 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 o e o c N Y pm � N N Wn C O d y^ 6 V V .. V 3� n M E q P E H N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 1W O N V Ny e S y7i 0 0 m v $ •• v o N b o 2 G E m N o o 0 o b p o o p o 0 0 0 0 0 0 0 0 0^ o 0 0 0 ^ o^ V o 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 o c c o 0 0 p^ O y N Y O n n In W C m m r� n P n .+ n my y p 3 eoc000^ ^ ria mui vie e a Nvio a No 0o e m g r a r 3 6 W F W ry o g E 4 4 4 a a a a 4 6 a 6 a p o w j O p' mn W 47; ^ < T m m 3 W p O b b O b O m o^ N W w P m T m b a m p O O E mo y o d o 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 o e o c N E N Wn V s E a O O O O O O O O O o O O O o O 0 O O O O O o O O O O O O N V .. V 3� n M E q P E H N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 1W O N V Ny e S 0 0 0 0 0 0 0 0 o b o 0 0 0 0 0 0 0 v $ •• v o b o G E m N o o 0 o b p o o p o 0 0 0 0 0 0 0 0 0^ o 0 0 0 ^ o^ V o 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 o c c o 0 0 p^ O y N Y O n n In W C m m r� n P n .+ n N V Y V q p c F eoc000^ ^ ria mui vie e a Nvio a No 0o e m g r e pya � 3 6 W E 4 4 4 a a a a 4 6 a 6 a p O O p O 0 0 0 0 0 0 0 0 O O O O O O O O p 0 0 0 0 o 0 0 0 o p o o S p o 0 o p o o g o j O mn W 47; ^ < T r N 0 3 R O op o 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 o O. O o o¢ o a{ ^ N 0 c 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 n v a d o W^ 000000 d 0 0 00000000000000 0 0 mn N n ey » WV by N O O D b N O O O O O O O O ob 0000 c o 00 c 000000000 0 0 0 0o e o o�Y �' � "� � bV y by b P L O O D m O OOOOOOnO0O00Q»m0Qnd00»000Q O Tb N�be?W� 0. O O p O O O O T ^ O Ny m N O n n 0» M O n Q W vl Q b m d T n O P P W n O n P ry 1Ii T O O O O O P O e T O< b C � N ^Lj O • N O O»» O»» 1� M b M Q P P O O b M n O n n M T m O O O O O O O O» n w N ti n N N N N M»» O O O 1G • m N Q y N• Q V n n M O ro r�1 N n N n O Q O» 0 Q O O O O O O O O N N N T Q N N N 1�1 M M N n» O O T O Q b til T M y N O b y m n n bq o m E ^ v E a e P M O M y O O O O OO O O O O O» O n O O O r O O O O O O O N T L O £ N m O O O O o O O n Q M M» M M Q e O T Q T n O D O » p a N a n N V 000 coo O O .0 O n O D O O O p O O O 00 O b ry T P W ^ y n Q Q T O O» O O O O M O N O n O n» O M O O O O n O O T On P ry .00000 e c C 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 E Nv z wtn oeooDpoo-.00 000p00000O 0000000000000000000000000 mN y .. n o e 0 0 IN E n �N op0000000000p000000..eoo o n m °� � »� D�+ »� v d y o 0 0 0 Y Y E Y n n P» b O b Q n N m Q b O W P M n W d Q O n M P Y Y W p • 0 0 0 0 0» N Q W m n O O P P m O O O n Q N O n P a m Q Y V Y ¢ Y m 6 n £ £ £ F £ £ F £ £ F £ £ £n £ F u £ £ £ £ £ £n Y O p o D oD 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 > 7 w b M ROAD NAME TANEUM RD EAST MILEPOST 1.99 CROSS STREET 1.99 MI W OF N THORP HWY Volume Grand Totals Average Hourly Volumes Site: 56770 Monday, 7/22/2019 10:30 AM - Monday, 7/29/2019 9:00 AM Average Daily Traffic (ADT) 64.4 65.5 129.9 Volume Totals EASTBOUND WESTBOUND Combined 443 454 897 49.4% 50.6 1 EASTBOUND WESTBOUND Combined 12:00 AM 0.1 0.0 0.1 1:00 AM 0.0 0.1 0.1 2:00 AM 0.1 0.7 0.9 3:00 AM 0.0 0.1 0.1 4:00 AM 0.3 0.3 0.6 5:00 AM 0.4 0.6 1.0 6:00 AM 1.6 1.0 2.6 7:00 AM 3.1 1.3 4.4 8:00 AM 3.3 3.4 6.7 9:00 AM 4.5 4.7 9.2 10:00 AM 4.2 3.7 7.8 11:00 AM 4.7 5.7 10.4 12:00 PM 5.3 5.3 10.6 1:00 PM 4.9 4.6 9.4 2:00 PM 5.1 4.4 9.6 3:00 PM 4.1 4.7 8.9 4:00 PM 4.4 5.9 10.3 5:00 PM 5.0 5.7 10.7 6:00 PM 5.9 4.7 10.6 7:00 PM 3.3 4.1 7.4 8:00 PM 1.6 2.9 4.4 9:00 PM 1.3 0.7 2.0 10:00 PM 0.6 0.1 0.7 11:00 PM 0.6 0.7 1.3 Average Daily Traffic (ADT) 64.4 65.5 129.9 Volume Totals EASTBOUND WESTBOUND Combined 443 454 897 49.4% 50.6 1 o � f � f Q � m � ry m drj iT, m Q 7 O N � N� A N_ � d Y O C f a i O � f d j;r Q , v V d d k Q C A O A d d x a Q N � d d X d Q � v V � d d d N X a 4 c C vi O W C o d d a� N M� A U y d x N b N d N 7 {0 d O1 X C Q J � N 3 x s o � v x N H d Z V f W 0 � 3 � f « d � O N rl v w s W W a z o o a � a � c � f u EXHIBIT 3: 2009 NWTCD, SECTION 2B. 13 Page 58 Guidanee: w Ais€c Secran :C.JS3 shosid be sited m ttiforrp mad users of r, reduced speed ;os ^i;c sac €d limit is being reducedfii- more .Oan 10 inph,. or where engorcernig. )iidgrmru tndiratrs the need {c a norrbc to oomph se-itR theposted speed limit ahead to States and loenlagencies�hou.'dconductengrneeringstudies toreerahtatrnon-st atuir;+:speed broils on. iergonesignftramchangessince Melast ,reneesr.inch resshe rdduion ors .': o v i ,;Ses err the ntrrber on avel hisics, changes ,it therorltrscanron of big -s :-. _ � _ _ z�s<gnnt roan rnarron.or srgnhca�rt cAartinestn rr�#,�cratrrneas. as ' v _ .. , - r:lot be dzspiarrd annrc ane 5�edrrntt spare ar assenrbh. a7 syr,^t.-',one is posted; it should be it tthtn.5 mah of the 35's-percenttlespeed of +a 3vas , : e � :; ersrrtion appraaMtcs siionid be tatrtr outside Nre irxfuenrrarca of rhe ttnffr ronmat grana' �, , >a:: .: , ansidrred to 9r approrit>ratel} 14 raiFe, to avoid abtatnirtg sketted resrdtsrbr the S.1"'-perrendle speed. Suppose. w Advance Marmog signs and other traffic control devices to attract the motorists atrentaon to o signalized intersection are usually more eftectnsr dun a reduced speed hour zow Guidance: is An advisor., sped pr'aG?Fre =see Scelmn 2C.0S, mounted b€ion a i arning sign shossiM be used ro itaia roan' Users of an advfsora- speed f=3r d; stoduste condition- .A Speed Lunir sign ihco4d nsit & used for dui s?t;,n,tata, Option to Other factcm that may be considered u1nou establishing or reevalaitsug speed limos are the following: A, Road characteristics. shoulder condition, grade. ahgnuseru, and sight dastanee; & The pace; C. Roadside development and enritomnent. Q P:u4:a;ng practice; tied pedestrian at;nyate: and E Reported gnash eisperieuce for at least a 12 -month period. it Two types of Speed Limit stairs may be used: one to designate passenger car spends, including any nighttime information. on musimum speed &out that might app1s, and the other to slim auv specialspeed limits for trucks and other vehicles. •.s A changeable message sign that changes the speed limit for traffic and ambient conditions mac be installed provided that the appropriate speed limit is displa;v4 at the proper tines. ro A changeable message sign that displays to approaching diners the speed at which they are [Burling may be installed in conjunction with a. Speed Limb star Guidance: 20 I,• -a rhangeakrc nor: ssage sign displaying approach speed; is »;smiled, rt;c reseed FOCIB SPEED XY MPHor srmn ainrtinr legend ahou<'d br drspim•ed. The roloi of t%edeanecabie i..nrs.scge tegrnd shot, V be a ,•i7air legend on a black background or the reverse of rbcs€ colors.: Support - 21 Adviso,' Speed signs and plaques are discussed m Sections MOS and 2013- Tem oars Traffic C:=nol Zote Speed signs are ddscussedin?art 6- The W''ORICZONI (G20-5aV1 plaque intended for installation abu, e a Speed Limit sign is drscussed in Section 6F.12, School Speed.Lium starts are discussed its Section 7$15. m Where a special speed liudt applies to trucks or other vehicles, the legend TRUCKS XX or such similar Legend shalt be displaced below the legend Speed Limit XX on the same signor on a separate R2.211plaque ;see Figure 211.di below the standard legend. Sections 28.15 Night Speed Limit Plaque tR?- k Standard; 01 IN -here different speed limits are prescribed for day and night, both limits shall be posted. moi. 2813 u 28.15 De<xx xr:: 9 Page 5 of 5 PUBLIC WORKS BOARD OF COUNTY COM USSIONERS ENGINEER'S REPORT