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Population Generators A population generator is defined as any designated urbanized or urban area or incorporated city or town not within an urban area, The population of a place generally reflects its economic importance and capacity for generating and attracting travel; therefore, the greater the population, the higher the classification of the facHi ty serving it. Genera tors of similar population and economic importance should be served by routes of the same functional classification. The functionally classified network required for connecting the appropriate population generators has been established as follows: TABLE B-1 G UlDELINES FOR POPULATION GENERA TORS VS. FUNCTIONAL CLASSIFICATION Functional Classification and Population i\rea Pr incipa I Minor Collectors Type Arterials Arterials Major Minor Rural over 30,000 10,000-30,000 1,500-10,000 under 1,500 Urban (a) over 10,000 5,000-10,000 under 5,000 (a) In the urbanized and urban areas, consideration is to be given for connecting only those population generators within the estabiished Federal-aid urban boundary. Recreational/Cultural Traffic Generators These traffic generators are used by society during its leisure time for recreational and cultural purposes, Included are parks. beaches, national and state for'ests, civic centers, sports arenas, historical sites and monuments, outdoor theaters, stnce and cou~ty fairgrounds and other facilities. For this type of travel generator, annual visitations are converted to population equivalencies. B-2 . . If several recreational travel generators are located closely together or can be served by only one possible route, such as in a coastai peninsula or mountainous area, the visitations may becornbined in the ra.nking processa Annual recreational generator visitations are to be reduced to a population equivalency by the graph below. Enter the chart at the bottom with the appropriate number of annual visitations and read on the left th" population equivalency .::.t the point where the vertical visitation line intersects the curve. Enter this population equivalency value into the appropriate area of the population rankings. (See Table B-l.) VISITATION VS, EQUIVALENT POPULATION FOR RANKING RECREATION GENERA TORS 1000 800 600 Z 400 0 f- < 200 -' ::J 0- 0 100 0- 80 < v; 60 lJ.J a:: C> 40 z < ~ Z ::> < C> x 20 00 !:;. a:: ::J f- 10 Z 8 lJ.J 8 -' < ::= 4 ::J 0' lJ.J , / V I 1/ / 7 / I / I / / 4 8 8 10 20 40 60 BoloO 200 400 BOD 6001000 ANNUAL NUMBER OF VISITORS (HUNDRED THOUSANDS) B-J . . TABLE B-6. CLASSIFICATION MILEAGE AND TRAVEL CONTROLS Functional Classification Principal Minor Local Item Arterial Arterial Collector Access Rural Areas Mileage 2-lf% If-8% 20-25% 65-75% (Percentage) Travel-DVM (Percentage) 40-50 20- 35 15-25 5-10 (Daily Vehicle Miles) Urban Areas Mljeage 5-10 10-15 5-10 65-80 ( Percentage) Travel-DVM (Percentage) 40-65 15-25 5-10 10-30 (Daily Vehicle Miles) When the mileage of the functionally classified facilities exceeds these percentages. based upon the total mileage within the urban area, county or planning region, the reasoning and rationale for the excess is to be documented and supporting information furnished. In developing these data the following instructions are to be adhered to: I. Rural functionally classified mileage is to include the classified facilities in rural and unincorporated areas and the classified facilities within incorporated towns or cities that are not included within a Federal-aid urbanized or urban area boundary. 2. Urb",n functionally classified mileage is to include all classified facilities within incorporated cities and towns and unincorporated areas lying within the established Federal-aid urbanized or urban boundaries. SYSTEM INTEGRA nON The final step in the classification procedure is to assemble all areas which have had the streets. roads and highways individually classified (urban areas, counties, or regions) and to review the individual prodllcts as a whole. This tinal step determines the changes in functional class .1ssignment of rOlltes that cross the Federal-aid urban and/or county boundaries. and consistency of fllnctional classification with those of adjoining states <3nd provinces. With the resolution of these changes by the involved agencies. a unified statewide classitication of streets. roads and highways with the required continuity is established. B-11 ~I .. z ~I 0 ;: "" 0 z ul w.J '" '" ..,1 0 u "'I u w.J ~~~, '" 0. "" '" U I- "" '" w.J :t: U Vl Cl w.J ~ Z "" 0 l- E=: w.J 0 <<: 8 Cl I>-< I- w.J in z V"I :Jl w.J 0 :s '" 0. '" 0 :::> '" cu u 0. :z: ... ... ... 0 w.J C> <.0 " +-' .... '" :> " I- '" w.J .r: 0 0 "" "" u '" "" u X I- ... 0 u "" ,;;. -' l- +-' '" c: '" V"I +-' " 0 :z: Vl 0 U. 0 0 u - 0 -' "" >- l- +-' "" co "" ... .... "" '" Cl +-' ... w.J w.J 0 '" :> .... >, :z: I- w.J w.J 0 " w.J ~ I- '" '" 0 ... "" '" I- >- :>: "" z u I- 0 ~ ... ::> "" :z:: u c: .... 0 co :::l w.J :> '" '" 0 '" 0 .... u Vl u u V"I . . -2- POPULATION GENERATOR OR NAME EQUIVALENCY ~ Colville 4.050 44 Colville National Forest ~.900 45 Grandvlew 3.735 46 Medical La~e 3.525 47 Birch Bay State Park 3.500 48 Ya~l~a Proj. U.S. Bureau of Reclamation 3.500 49 Se1ah 3.438 50 f)uincy 3.240 51 Go1denda1e 3,200 52 Buckley 3.165 53 Ft. Canby State Park 3.150 54 Peace Arch State Park 3.150 55 Raymond 3.115 56 Prosser 3.1150 57 Wapato 3,015 58 Sequim Bay State Park 3,000 59 Lynden 2.950 60 Chelan 2,920 61 Fernda1e 2,llOO 62 l1ontesano 2,775 fi3 Co lfax 2.750 64 Monroe 2,700 65 Dayton 2,625 66 E1ma 2,375 67 M1l1ersy1vanla State Park 2,3110 68 Arlington 2,250 69 Okanogan 2,225 70 Ft. Casey State Park 2,100 71 Blaine 2,050 72 Pou1 sbo 2.n10 73 Cashmere 1.987 74 sa tt1 cground l,Q27 75 Sequlm 1,900 76 Ritzv1l1c 1.1l76 77 Pomeroy 1.865 78 South Bend 1.850 79 Castle Rock 1.830 80 Woodland 1,806 81 Coulee Dam 1,800 82 FO'j'ks 1,788 83 Mt. Spokane State Park 1,750 84 Wlns1o./ 1,748 85 C1e E1um 1,725 116 White Salmon 1,670 87 Cou1eo Dam l,fi52 AA North lJonrl 1,650 Il~ 24 . . If several recreational travel generators are located closely together or can be served by only one possible route, such as in a coastal peninsula or mountainous area, the visitations may be combined in the ranking process. Annual recreational generator visitations are to be reduced to a population equivalency by the graph below. Enter the chart at the bottom wIth the appropriate number of annual visitations and read on the left the populaLion equivalency at the point where the vertical visitation line intersects the curve. Enter this population equivalency value into the appropriate area of the population rankings. (See Table B-1.) 1000 80!! 1100 4~ 400 z: 0 i= < 200 ..... ISO ::) Q., 0 100 Q., 80 < ;;; 80 w 0: '" 40 .. < ... ... Z :::> < c::o :0: 20 CD !::. 0: ::) .... 10 2:: . w . ..... < ~ 4 ::) 0- w 2 VISITATION VS. EQUIVALENT POPULATION FOR RANKING RECREA TlON GENERATORS , , , II / 7 / V I / II / / I 4 . · 10 20 40 080100 200 400 00 2 . 100 ANNUAL NUMB' OF VIS~RS IHUJlOIlED TJ!OUSAIIDSI j ([JU/AJAII-'-:;tll ~. $IoU 8-3 5'" {;t1"l- tA I'f'{H? ;lOll I();>, 0/3 ,4./1;/1<"'1- //'IS/TOR.> ~ Fi>R1" lintl-(.(!R!.. 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'-', .. :- ~I . . I 1'% . It II, '.. . , {:: ~. . .. .1II I 1 !!l m 'Iii 1 , - i I!J '1 ~ ~ SI Ii J ~ - - g 3 ;; e ~ J 3 +1 .1 ; ~ , I~ ' , 5 .~ .. 'i' i~ ~ a 2 J 1~.1 'P 'P - . - . jj Iii ~ 1 ) ~1 .. -: ';.' ". '" .'\ ,: ," " , '.I" '? , '.. . <,;: , ,'" ,," I L.. ;,.,c....'. :....',.';'.,:.:.' ,..... " .' : ;. ;.:, INSERT DATE WHEN P,ASSJI',jG ON ..,' { . ~~~-=i~ , ti~ ------= ~ -- --- '8+----------- i... '., .', ..~ _R~T~~&7~,L.!?~___ "__ .!:'l ~- . " ,; "'~~~~~, r,1J!~ , , ) , .....,.,.., /'; " , .",.. :.; .' ,,:': ": - /':~ " :.,." .:. ". :.' ;. ...::". ';,'" ".:'.' '.; . . ',.... . '., .' ,.'. :'.: ' .':, . ... ',',' . '.' . '...: . . """'.., ." . '. '.': : .'; '.' , ", ':.. ',:' .' .... i., '.' , " '.'. ,.,...... ". ,'. .' .... '/. . ',.' ',' '.::::, '" 'v:' /" ...' ,; ....... . 'C . ... . :.'. . -:" . ",' ...:.....,' .' '. " , ..,';., . . ":,, .... . ."i" ..,',' . . ':';; , ,,' :..' ,',. .... .. . '.,.':, ,,', , " . '. ".",,' ". , , '. . . " '" ',.' i .' .' .., ',' <:;.':.. , :; ';;'" ", .. :: :'; .','<;" . ' ",: i',;':; .j '. ,,' ',,:: :,:i ':,.: , . "',,,':'. ,.,'" ;'i"," ",: .'.." ',' .,' :-: '." " ....':.....' , '.'. .,' ".,: .'.' , .:. '.' :, ,.,. ":'" .":,' ' ", " ' ,. ,', ,',,"',' . "":"~ ,:...- :" '::,' . "',:'. ',.i"':;', . ',' ."- "',''': ,.': : ,:...: :' ,',' "',: , " ....,. :.,,:" ,. ., ...: " ' , . , ,: ': ,,''' .;.....;. . .';', ,,-'.> ':'1 ... '.,' ;,,' 1. 2. 3. 4. 5. 6. 7. 8. 9. 1) 10. 11219-11-01 A'ITACHMENr B Terrain <XlW'I.Y llO!\D OFFICE ~ ~ LRM Land Use TransitjSchool Bus Route Right of Way Widths parking Percent no passing zones Widening Feasibility 1985 (CUrrent) MIYr Truck Routes Intersection Information Typical ,special Purpose Lanes I Signalized left...!- right....L. Typical 'Special Purpose Lanes 'Stopjl{ield left....!...- right....!L- 11. Shoulder type 12. Year of Surface Construction 13. Surface 'n1ickness 2) 14. Year of Base Construction 15. Base Material 16. Base '111ickness 17. Speed U1 U2 R1 R2R3 Y/N _ft 00 OP OA PP AA PA o 20 40 60 80 100 00 FO F1 F2 F3 actual or range <10% ~10% Il\ll-Way stop left ...!- right ....!L- INo Control left...!L.- right ....!L- CPGD 19 ft 19 GACN ft. -mph 1) flot needed frOlll county if roads to be surveyed. 2) Not needed from county if roads already surveyed by county. 11219.23 11219-11-01 We' need to know if the traffic volumes are within one of the following ranges: 1. less than 100 vehicles per day 2. 100 to 249 3. 250 to 399 4. 400 to 999 5. 1,000 to 6,999 6. 7,000 to 9,999 7. 10,000 to 14,000 8. 14,000 to 25,999 9. 26,000 to 38,999 10. 39,000 to 51,999 11. 52,000 or more 9. Truck Routes What roads carry eapecially high volumes of trucks; or, on what roads is the volume of trucks 10% or more of the average daily traffic volume? For each road, We need to know the folloWing: 1. Truck volume less than 10% 2. Truck volume 10% or greater 10. Intersection Information How many intersec tions with major roads are there on each road section, what type of traffic control is present at these intersections, and what are the typical lane configurations for eac h type of in Cersec tion. This is for intersec tions wi th arterial or collector roads. Indicate the number of each type of intersection for each road section, and the typical number of special purpose lanes of each type. If the typical number of special purpose lanes cannot be provided, we will assume the following: Signal Control No Control Typical 11 special left left 0 pur po ae lanea right right 0 AU-way Stop Control Stop/Yield Cont~ol Typical II special left 1 left 1 purpose lanes right 0 right 0 '.. ~ / (~. r -'l I I L ..~J L ~ PAGE 2 07:44:45 30 APR 198-' C# Rd #. MP#l MP#2 NAME................ . FC PAVE. PAVE LANES LEFT. RIGHT SHLOR MEDIAN MEDIAN WIDTH TYPE SHLOR SHLOR TYPE WIDTH TYPE ',HOTH mOTH 16 144:30 0000 0021 OSCAR PETERSON RO 09 14 E 02 00 00 . *** b 14680 0000 0249 S BOGACHIEL RO 09 18 E 02 00 00 -l(.** 16 15000 0000 0145 N BOGACHIEL R RD 09 1:;' E 02 00 00 oj(.** 16 20060 0000 0007 BIRCH CT 09 28 E 02 00 00 it.** 16 20190 0000 0010 MAPLE AV 09 28 E 02 00 00 -l(.** 16 20310 0000 0007 CEDAR CT 09 28 E 02 00 00 *.** 16 20430 0000 0013 FOREST DR 09 28 F 02 00 00 16 20430 0013 0019 FOREST DR 09 28 E 02 00 00 16 20430 1)019 0037 FOREST DR 09 22 F 02 03 03 16 20430 0037 0043 FOREST DR 09 28 E 02 00 00 16 20430 0043 0060 FOREST DR 09 22 F 02 03 03 *.** 16 20570 0000 0006 WILLIAMS CT 09 2'" F 02 00 00 oK.** .20620 0000 0017 KING DR 09 22 F 02 03 03 il.** 16 20640 0000 0016 CHINOOK DR 09 22 F 02 01 01 *.** 16 20650 0006 0003 RAINBOW LN O'? 22 F 02 01 01 *.** 16 20660 0000 0003 HOOD PL 09 22 F 02 03 03 '~HI'* 16 20670 0000 0029 CIRQUE DR 09 22 02 02 02 ....** 16 20680 0000 0007 TERRACE LN 09 18 F 02 04 04 iHI'* 16 20690 0000 0002 SEAMOUNT DR 09 20 I 02 04 04 16 2<.1690 0002 0058 SEAMOUNT DR 09 20 F 02 0.1 04 16 20690 0058 0075 SEAMOUNT DR 09 1:3 F 02 02 02 16 20690 0075 OO'~O SEAMOUNT DR 09 12 F 02 01 01 16 20690 0090 0091 SEAMOUNT DR 09 12 E 02 00 00 .'.. 16 20770 0000 0024 CANAL LN 09 22 F 02 02 02 2: ~ ".f* " 20790 0000 0044 CANAL VIEW ST 09 22 F 02 02 02 ".f. 16 20820 0000 01)03 CANAL LN CT 09 26 E 02 00 00 PAGE 3 07:45:30 30 APR 1987 C#,Rd #. MP#l MP#2 NAME................. Fe: PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE ~llDTH ~IIDTH *** .20840 0000 0005 TROUT LN 09 26 E 0-' 00 00 i(.** 16 20870 0000 0030 BAYVIEW AVE. 09 22 F 02 02 02 2 ,*.** 16 20890 0000 0029 WHALE RD 09 22 F 02 02 02 oM.** 16 20910 0000 0006 BAYVIEW CT. 09 26 E 02 00 00 i(.** 16 20930 0000 0018 PT VW AV 09 22 F 02 02 02 .;.:.** 16 209'~0 0000 0004 WHALE CT 09 26 E 02 00 00 1(-** 16 21020 0000 0006 BLACK PT CT 09 26 E 02 00 00 *** 16 21080 0000 0006 QUAT SAP CT 09 26 E 02 00 00 -M.** 16 21140 0000 0004 POOH ALLEY 09 .22 F 02 02 02 , i(.** " 21210 0000 0061 SALMON ST 09 22 F 02: 02 02 *** 16 21280 0000 0002 RD #212180 09 26 E 02 00 00 .11.** 16 21340 0000 0002 QUATSAP DR 09 26 E 02 00 00 *** 16 21470 0000 0014 CREEK DR 09 22 F 02 02 02 *** 16 21490 0000 0005 CREEI< CT 09 26 E 02 00 00 *** 16 21530 0000 0006 WOOD DR 09 22 F 02 02 02 .....* 16 21600 0000 0017 SEAL DR 09 20 F 02 03 03 iI...... 16 21660 0000 0015 BOULDER DR 09 20 F 02 03 03 1l;.** .21720 0000 0006 ELK CT WEST 09 26 E ot 00 00 <M'.'" 16 21800 0000 0050 ELf< DR 09 22- F 02 02 02 ....-4t PAGE 4 07:46: 10 30 APR 19,rr C# Rd #. ~lP#l 1'11"#2 NAME................ . FC PAVE. PAVE LANES LEFT. RIGHT SHl.DR MEDIAN MEDIAN WIDTH TYF'E SHLDR SHLDR TYPE WIDTH TYPE WIDTH WIDTH 16 21820 0000 0006 ELK CT EAST 09 26 E 02 00 00 . *** 21870 0000 0011 GORGE CT 09 26 E 02 00 00 -)1.** 16 21940 0000 0004 HILLTOP CT 09 26 E 0"' 00 00 '- -1('** 16 22050 0000 0078 MOUNTAIN TRAIL 09 22 F 02 02 02 16 22050 0078 0104 MOUNTAIN TRAIL 09 18 F 02 04 04 *** 16 22080 0000 0002 MOUNTAIN TRAIL CT 09 26 E 02 04 04 *** 16 22120 0000 0044 TRAILWOOD DR 09 22 F 02 02 02 *** 16 22200 0000 0008 RIDGE CT 09 26 E 02 00 00 -+t.** 16 .2222:0 0000 0005 MARLEY LN 09 18 F 02 01 01 i(.** 16 22280 0000 0023 RIDGE RD 09 22 F 02 01 01 *** .22390 0000 0006 MALLARD CT 09 26 E 02 00 00 oK.** 16 22470 0000 0011 CLlFFLlNE CT 09 26 E 02 00 00 -1(.** 16 225 TO 0000 0012 SHORE WOOD RD 09 20 F 02 04 04 **.)t- 16 7.2650 0000 0036 KELLY RD 09 22 F 02 02 02 *** 16 22740 0000 0170 DUCKABUSH RD 08 20 F 02 02 02 .)f- 16 22'{40 0170 0237 DUCKABUSH RD 08 22 F 02 02 02 16 22740 0237 0366 DUCKABUSH RD 08 16 F 02 02 02 ...** 16 22820 0000 0024 RIVER RD 09 20 F 02 03 03 -1(.** 16 22930 0000 0005 GRAN RD 09 16 E 02 00 00 l('**' 16 2.1000 0000 001-1 ROE: I NSON RD 09 14 E 02 00 00 **Wo .24130 0000 0012 COUNTY SHOP RD 09 16 F 02 02 02 u* 16 :24200 0000 0022 MT JUP ITER RD 09 14 F 02: 02 02 .-4t* PAGE 5 07:46:53 30 APR 198-' C# Rd #. MP#1 MP#2 NMIE................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MED1AN WIDTH TVPE SHLDR SHLDR TYPE WIDTH TYPE I~IDTH WIDTH 16 24260 0000 0115 BLACK PT RD 09 24 F 02 03 0:3 t24260 0115 0119 BLACK PT RD 09 14 F 02 02 02 24260 011'~ 0170 BLACK PT RD O'~ i,.=, E 02 00 00 6 24260 0170 0204 BLACK PT RD 09 12 E 02 00 00 i(.** 16 24270 0000 0008 EAST WILDWOOD LN 09 20 F 02 03 03 16 24270 0008 0027 EAST W I LII~IOOD LN 09 10 E 02 00 00 *** 16 24280 0000 0004 OLD BLACK POI NT RD 09 12 F 02 03 03 *** 16 24290 0000 0043 RHODODENDRON LN 09 24 F 02 03 03 16 24290 0043 0088 RHODODENDRON LN 00 18 F 02 00 00 *** 16 24300 0000 0015 DOGWOOD LN 00 22 E 02 00 00 i(.** 16 24310 0000 0004 PLEASANT PL 00 18 E 02 00 00 it.** 16 24320 0000 0009 AZALEA LN. 09 22 F 02 03 03 2 *** 16 24340 0000 0010 W. WILDWOOD LN. 09 22 02 03 03 2 t *** 6 24350 0000 0002 LILAC LN. 09 22 I 02 0" 03 2: 16 24350 0002 0005 LILAC LN. O'~ 22 F 02 03 03 ~ *** 16 24390 0000 0022 CEDAR COVE 09 18 F 02 02 02 **oj(. 16 24420 0000 0034 PLEASANT HARBOR RD. 09 14 F 02 02 02 *** 16 24520 0000 0010 BRINNON LN 09 20 F 02 02 02 16 24520 0010 0022 BRINNON LN. 09 18 F 02 02 02 u. 16 24650 0000 0004 EASY ST 09 22 F 02 04 04 16 24650 0004 0016 EASY ST 09 20 E 02 00 00 u. 16 24730,0000 0016 COREY LN. 09 22: F 02 04 04 .....}t- 16 24910 0000 0034 SCHOOL HOUSE RD. 09 22 F 02 03 03 -11:". 16 24930 0000 0007 MATHEWS LN. O~, 12 F 02 02 02 2: . ... 16 25000 0000 0028 DOSEWALLl PS RD 0::: 20 F 02 02; 02: ~ 16 25000 0028 0051 DOSEWALLl PS RD 08 20 I 02 02 02 16 25000 00!:.1 0161 DOSEWALLIPS RD 08 20 F 02 02 02 16 25000 0161 0400 DOSEWALUPS RD 08 22 F 02 03 0:) 16 25000 Q.h") 0-194 DOSEWALLJPS RD O:~~ 2'2 F 02 02' 02 PAGE 6 07:47:42 80 APR 1 ~i8T C# Rd #. MP#1 MP#2 NAME................ . Fe: PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH T'lPE SHLDR SHLDR TYPE WIDTH TYPE IHDTH [<fIOTH 16 25000 0494 0585 DOSEWALllPS RD 08 2:2 F 02 O'~ 08 ~ " 16 25000 0585 0596 DOSEWALll f~S RD 08 22 F 02 02 02 .25000 0596 0681 DOSEWALLIPS RD 08 22 F 02 02 02 *** 16 25110 0000 0004 CHURCH RD 09 21 F 02 03 03 '" 16 25110 0004 0012 CHURCH RD O'~ 20 E 02 00 00 16 25110 0012 0036 CHURCH RD. 09 15 E 02 00 00 16 25110 0086 0052 CHURCH RD. 09 10 E 01 00 00 *** 16 25140 0000 0004 BRINNON CEMETARY RD. 09 21 F 02 08 0:;: 2 *** 16 25150 0000 0014 ROCKY BROOK RD 09 12 F 02 02 02 16 25150 0014 0037 ROCKY BROOK RD 09 14 E 02 00 00 16 25150 0037 0043 ROCf(Y BROOf( RD 09 22 F 02 04 04 -K'** 16 25160 0000 0011 MOROCCO PL 09 22 F 02 04 04 *** 16 25170 0000 0014 BELGIAN DR. 09 22 F 02 04 04 2 *** 16 25190 0000 0062 APPALOOSA DR. 09 22 F 0-' 03 03 **iC' 16 25300 0000 0018 MUSTANG LN. 09 28 E 02 00 00 . -K.** 16 25520 0000 0018 MORGAN LN. 09 28 E 02 00 00 *** 16 25660 0000 0020 PINTO LN. 09 28 E 02 00 0(, -JI.** 16 25920 0000 0006 APPALOOSA PL 09 28 E 02 00 00 it.** 16 26140 0000 0026 PALOMINO LN. 09 22 F 02 03 03 16 261400026 0048 PALOMINO RD 00 22 F 02 03 0'3 Jt.*if 16 26150 0000 0046 ARA[<IAN DR 09 22 F 02 04 04 i(.** 16 26160 0000 0005 SHETLAND LN. 09 22 F 02 04 04 i(.** 16 26170 0000 0006 WELSCH LN 09 22 F 02 04 0.1 *.** 16 26290 0000 0074 SEAL ROCK PK RD 09 22 F 02 02 02 .no <> 26390 0000 0039 TOG RD. 09 22 F 02 02 02 ....... 16 26950 0000 0060 WA WA PT RD 09 16 F 02 02 02 PAGE 8 07: 4'~: 16 30 APR 198'r C# Rd #. MP#l MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE W1DTH TYPE WIDTH _IIDTH *** .30130 0000 0009 Ll NGER LONGER RD 09 18 F 02 02 02 ~ 30130 0009 004'~ Ll NGER LONGER RD 09 22 I 02 04 04 16 30130 0049 0171 Ll NGER LONGEf1 RD 09 22 I 02 02 02 *** 16 30140 0000 0005 MASONIC TEMPLE RD 09 30 02 02 02 *** 16 30150 0000 0008 OLD RAILROAD GRADE 09 10 F 0" 02 02 *** 16 30160 0000 0005 QUILCENE AV 09 14 F 02 02 02 16 30160 0005 0012 QUILCENE AV 09 12 E 02 00 00 *** 16 30170 0000 0033 FREEMONT AVE 09 16 F 02 02 02 16 ,30170 003:3 0042 FREEMONT AVE 09 10 F 02 02 02 *** 16 30180 0000 0004 EAST ROSE ST. 09 16 F 02 02 02 16 30180 0004 0019 EAST ROSE ST. O.~ :32 F 02 00 00 *** 16 30190 0000 0011 MCARDLE AV 09 16 F 02 02 02 -K"** 16 30200 0000 0027 FISH HATCHERY RD. 09 16 F 02 02 02 . i('** 16 80210 0000 0003 AUBREY AVE 00 36 E 02 00 00 "Ij'** 16 30220 0000 0009 DUTCH LN 09 30 E 02 00 00 ~** 16 30230 0000 0027 HATCHERY-PENNY CR RD 09 14 E 02 00 00 i(..'f* 16 30240 0000 0041 FRANK BECK RD 09 12 F 02 02 02 *** 16 30390 0000 0146 PENNY CREEK RD 08 18 F 02 02 02 ~ 16 30390 0146 0251 PENNY CREE~~ RD 08 16 E 02 00 00 16 30390 0251 0456 PENNY CREEK RD 08 12 E 02 00 00 *** 16 30570 0000 0.191 BIG QUILCENE R RD 09 20 E 02 00 00 16 30'370 0191 0200 I3IG QUILCENE R RD O.~ 20 E 02 00 00 *"* 16 30810 0000 0019 PETE BECK RD 09 14 F 02 02 02 ..** .30350 0000 0014 DEEMA SMAKMAN RD 09 22 F 02 01 01 ..". 16 30950 00000007 ROBERTS ST. 09 12 F 02 02 02 .....* 07:50:56 :30 APR 1987 MP#2: NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WI DTH TYPE WIDTH ~IIDTH iC...lHf .33530 0000 0018 SON RD 09 12 F 0-7 02 02 *"" 16 33610 0000 0066 MCINNIS RD 09 14 F 0"' 02 02 *.** 16 33700 0000 0011 CEMETARY RD 09 18 F 02 02 02 16 3:3700 0011 0051 CEMETARY RD 0', 16 F 02 02 02 "*" 16 33750 0000 0038 SHADY LN 09 16 F 02 02 02 2 *** 16 33830 0000 0014 OLD STATE HWY 09 14 F 0" 02 02 *.** 16 34040 0000 0026 WILD WOOD RD 09 14 F 02 02 02 16 34040 0026 0039 WILD WOOD p~ 0', 12 F 02 02 02 16 34040 0039 0054 WILD WOOD em 09 08 F 01 02 02 *"* ~ 16 34230 0000 0343 LORDS LK LP RD 09 16 F 02 02 02 16 34230 0343 0468 LORDS LK LP RD 09 14 E 02 00 00 16 34230 0468 0548 LORDS LK LP RD 09 16 E 02: 00 00 *"* 16 34250 0000 0036 MUNN RD. 09 16 F 02: 02 02 2 . *"" 16 34330 0000 0127 BOULTON RD 09 12 F 02 02 02 .< *"" 16 34350 0000 0130 LELAND V ALLEY RD EAST 09 12 F 02 02 02 2 i(.** 16 34370 0000 0125 LELAND VALLEY RD WEST 09 IE: F 02 02 02 16 34370 0125 0142 LELAND VALLEY RD WEST 09 14 F 02 02 02 2 16 34370 0142 0304 LELAND VALLEY RD WEST 09 16 E 02 00 00 16 34370 0304 0315 LELAND VALLEY RD WEST 09 14 F 02 02 02 2 16 34370 0315 0388 LELAND VALLEY RD WEST 09 16 E 02 00 00 16 34370 0388 0413 LELAND V ALLEY RD WEST 09 14 F 02 02 02 "** 16 34400 0000 0015 RICE LK RD 09 10 E 02 00 00 16 34400 0015 0024 RICE LK RD 0', 10 C 02 00 00 16 34400 0024 0058 RICE LV- RD 09 10 B 02 00 00 *.** 16 34650 0000 0045 LONE STAR RD 09 10 E 01 00 00 1(..* 16 34750 0000 0014 CARL JOHNSON RD 09 14 F 02 02 02 16 34750 0014 012', CARL JOHNSON RD 09 12 E 02 00 00 *..* .34880 0000 0266 DABOt:: RD 08 22 F 02 03 03 *' " 34880 0266 0317 DABOB RD 08 20 F 02 04 04 2 16 34880 0317 0523 DABOB RD 08 20 F 02 02 02 2 ..iI-'. 16 35100 0000 0031 LELAND CUT-OFF O~> 16 F 02 02 02 11 07':51 :4', 30 APR 1,,:37 #. MP#1 I~P#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE WIDTH "IIDTH 0000 0100 SNO~1 CREEK RD 09 22 F 02 03 03 0100 0144 SNO~1 CREEK RD. 09 16 F 02 02 02 2 ( 0144 02:58 SNOW CREEK RD 09 18 E 02 00 00 V\ 0258 0281 SNOW CREEK RD. 09 24 E 02 00 00 0281 0351 SNOW CREEK RD 09 16 E 02 00 00 \', 0351 0589 SNOW CREEK RD 09 14 E 02 00 00 *** 16 35390 0000 0013 MCGEE RD 09 18 F 02 02 02 16 35390 0013 0025 MCGEE RD 09 18 E 02 00 00 *** 16 35570 0000 0145 TAR BOO LK RD 09 14 E 02 00 00 16 :35570 0145 0290 TARBOO LK RD 09 12 E 02 00 00 *** 16 35750 0000 0069 OLD TARBOO RD 09 16 E 02 00 00 16 35750 0069 0101 OLD TAR BOO RD 09 12 F 02 02 02 *** 16 36000 0000 0031 KEESLING RD 09 20 F 02 02 02 *** 16 36110 0000 0074 FULLER RD 09 12 E 02 00 00 -j(.** 16 40150 0000 0025 DONALD RD 09 12 E 02 00 00 . -l(-** 16 40320 0000 0020 EMIL RD 09 12 E 02 00 00 -j(--j(.* 16 40340 0000 0053 TSKUTSKO PT RD 09 12 E 02 00 00 *** 16 40390 0000 0794 COYLE RD 08 20 F 02 02 02 ~ 16 40390 0794 1238 COYLE RD 08 22 F 02 02 02 16 40390 1238 1424 COYLE RD 08 22 F 02 03 03 ,I' 16 40390 1424 1464 COYLE RD 08 16 E 02 00 00 16 40390 1464 1490 COYLE RD 08 14 E 02 00 00 16 40390 1490 1497 COYLE RD 08 12 E 02 00 00 *** 16 40650 0000 0014 EATON RD 09 12 E 02 00 00 *** 16 40800 0000 0065 HAZEL PT RD 08 20 F 02 02 02 16 40800 0065 0143 HAZEL PT RD 08 16 E 02 00 00 16 40800 0143 0152 HAZEL PT RD 08 12 E 0" 00 00 <- 16 40800 0152 0165 HAZEL PT RD 08 10 E 02 00 00 *Ht 16 40900 0000 0014 ZELATCHED PT RD 09 22 F 02 02 02 16 40900 001.4 0104 ZELATCHED PT RD 0', ZO F 02 02 02 .m <> 40910 0000 0098 THOUSAND TRAILS RD 09 "''' F 02 03 03 !II-f* 16 41100 0000 0012 WEST GO-ONNA DR 09 22 F 02 03 03 PAGE 12 07:52:38 30 APR 19:~'r C# Rd #. MP#1 MPi!2 NAME... . . . . . . . . . . . . . . FC PAVE. PAVE LAIVES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE W1DTH TYPE WIDTH ~/IDTH i(.** .41200 0000.0059 WHITNEY RD 09 20 E 02 00 00 *'11-* 16 41260 0000 0048 EAST GO-ONNA DR 09 22 F 02 03 03 -1(.** 16 41410 0000 0060 CAMP HARMONY RD 09 12 E 02 00 00 *** 16 41670 0000 0086 OLD COYLE RD 09 12 E 02 00 00 i(.** 16 41870 0000 0852 THORNDYKE RD 08 22 F 02 03 03 2 t i(.** 16 42050 0000 0046 SEA HOME RD 09 14 E 02 00 00 i!.*.* 16 42200 0000 0086 CAMP DISCOVERY RD 09 10 E 0" 00 00 **,. 16 42380 0000 0009 BROSHEAR RD 09 16 E 02 00 00 i(.** .k 16 42530 0000 0044 DABOB POST OFFICE RD 09 20 F 02 04 04 2: 16 42530 0044 0133 DABOB POST OFFICE RD 09 18 F 02 02 02 .42530 0133 0207 DABOE: POST OFFICE RD 09 10 F 02 02 02 2 *** 16 42690 0000 0032 JONES RD 09 08 C 01 00 00 0)(.** 16 42850 0000 001l SANDY SHORE LAf<E RD 09 18 F 02 02 02 2 16 42850 001l 0176 SANDY SHORE LAKE RD 09 14 E 02 00 00 *** 16 43630 0000 0019 SEATTLE DR 09 18 C 02 00 00 16 43630 0019 0064 SEATTLE DR 0', 10 C 02 00 00 *** 16 43800 0000 0005 OLYMPIA ST 09 12 C 02 00 00 K.** 16 43950 0000 0004 PEABODY WY 09 16 E 02 00 00 16 43950 0004 0034 PEABODY I,Y 0', 14 E 02 00 00 'f1l-* 16 44030 0000 0019 DICKEY ST 09 16 E 02 00 00 -Jl;,.* 16 44130 0000 0021 EAGLE VIEW LN 09 28 E 02 00 00 -ll,..... .44180 0000 0024 ROBIN LN 09 28 E 02 00 00 -M'.. 16 4.4230 0000 0007 SPARROW LN 09 28 E 02 00 00 .-** 13 07:53:22 30 APR 1987 #. MP#l MP#2: NAME....... .......... FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MED1AN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE WIDTH WIDTH 16 44270 0000 0011 Fl NCH LN 09 28 E 02 00 00 . *** 16 44410 0000 0011 S BEACH DR 09 16 E 02 00 00 16 44410 0011 0020 SOUTH BEACH DR 0';> 26 I 02: 00 00 16 44410 002:0 0035 SOUTH BEACH DR 09 16 E 02: 00 00 *.)1.* 16 44760,0000 0156 S POINT RD 08 22 02: 04 04 J/c 16 44760 0156 02:72 S POINT RD 09 22: 02: 04 04 16 44760 02:72 0300 S POINT RD 09 33 04 04 00 11-\')',) 16 44760 0300 0307 SOUTH POINT RD 09 99 04 00 00 *** 16 45030 0000 0002: BLUEJAY LN 09 22 I 02 0" 02 16 45030 0002: 002:6 BLLlEJAY LN 09 26 E 02: 00 00 *iI.* 16 50010 0000 0036 WYCOFF RD 09 16 E 02 00 00 *** 16 50020 0000 02:01 ~I UNCAS RD 09 20 F 02 02 04 *** 16 50030 0000 0023 CASSELARY RD 09 16 E 02 00 00 i(.** 16 50040 0000 0017 STORE RD 09 14 F 02 02 02: . 1(-** 16 50050 0000 0044 E UN CAS RD NORTH 09 12 F 02 02 02: ~....* 16 50060 0000 0010 DISCOVERY BAY CMTR RD 09 08 E 01 00 00 *** 16 50070 0000 0003 E UNCAS RD SOUTH 09 2:0 I 02 00 00 16 50070 0003 0018 E UNCAS RD SOUTH 09 12: F 02 02 02 *H 16 50080 0000 0026 BRODERS RD 09 18 F 02 02 02: H* 16 50090 0000 0009 MAYNARD RD 09 16 E 02 00 00 ....* 16 50100 0000 0004 COMMERCIAL AV 00 28 C 02 00 00 *** 16 50110 0000 0006 OLD GARDINER RD 09 16 E 02 00 00 16 50110 0006 0184 OLD GARDINER RD 09 20 F 02 02 02 *u 16 50120 0000 0011 MANZAN I T A RO 00 28 E 02 00 00 .60120 0011 0014 MANZANITA RD 00 28 C 02 00 00 U. 16 50130 0000 0006 HOLLAND DR 00 30 I 02 02 02 16 50130 0006 0034 HOLLAND DR 00 :30 E 02 00 00 .. . PAGE 14 07:54:09 30 APR 198'( C# Rd #. MP#l MP#2 NAME................. FC PAVE. PAVE LANE.S LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYF'E SHLDR SHLDR TYPE WIDTH TYPE '"IDTH W1DTH ~ 16 50140 0000 0164 OLD GARDINER RD O'~ 20 F 02 02 02 .50140 0164 0386 OLD GARDINER RD 09 20 F 0" 02 02 , -l(.** 50150 0000 0043 HONEYMOON LN 00 28 E 02 00 00 *** 50160 0000 0050 BACHELOR RD 09 14 F 02 02 02 50160 0050 0071 BACHELOR RD O'~ 16 F 02 04 04 *** 50170 0000 0053 RONDELAY RD 09 14 F 02 02 02 *** 50180 ,0000 0027 MOA HILL RD 09 12 E 02 00 00 *** 16 50190 0000 0045 OLD SCHOOLHOUSE RD 09 18 E 02 00 00 *** 16 50200 0000 0009 GARDINER BEACH RD 09 14 F 0" 02 02 :~ 16 50200 0009 0059 GARDINER BEACH RD 09 22 F 02 04 04 16 50200 0059 0097 GARDINER BEACH RD 09 14 F 02 02 02 16 50200 0097 0201 GARDINER BEACH RD O'~ 22 F 02 03 03 16 50200 0201 0223 GARDINER BEACH RD 09 14 F 02 02 02 *.** 16 50210 0000 0023 SUNSHINE DR 09 24 F 02 03 03 . i(.** 16 50220 0000 0014 GARDINER CEMETARY RD 09 14 F 02 02 02 ~.** 16 50230 0000 DOll DAISEY KING LN 09 10 F 02 02 02 *.** 16 50240 0000 0024 EAGLE CR RD 09 24 F 02 03 03 *"It* 16 50250 0000 0010 DAISEY KING RD 09 14 F 02 02 02 16 50250 0010 0044 DAISEY K[NG RD O'? 12 F 02 02 02 *** 16 50260 0000 0022 FARNSWORTH PL 09 24 F 02 03 03 2 i(....lf [6 50281) 0000 0017 CRAIG RD 09 20 F 01 02 02 -tl.** 16 50290 0000 0053 SANDY SHORE RD 09 18 F 02 04 04 16 50290 0053 0085 SANDY SHORE RD 09 14 E 02 00 00 16 50290 0085 0179 SANDY SHORE RD 09 12 E 02 00 00 [6 50290 017'? 0189 SANDY SHORE RD 09 18 F 02 02 02 H* -l 1IP 50300 0000 0365 LARSON LAI(E RD 08 22 02 02 02 2 <> 50300 0365 0396 LARSON LAKE RD 08 22 02 02 02 2 16 50300 0396 0406 LARSON LAKE RD 08 26 02 00 00 'III''''''' 16 50310 0000 0026 CENTER CMTRY RD 09 08 E 01 00 00 PAGE 15 07:54:56 30 APR 1987 CII Rd #. MP#l MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAr~ MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE WIDTH ~IIDTH i(.** ., 50320 0000 0098 FAIRMOUNT RD 09 18 F 02 02 02 50320 0098 0112 FAIRMOUNT RD O'? 14 F 02 02 02 16 50320 0112 0129 FAIRMOUNT RD 09 10 F 02 02 02 *** 16 50330 0000 0042 MCMILLAN RD 09 14 E 02 00 00 i(.** 16 50340 0000 0043 BELFRAGE RD 09 16 E 02 00 00 *** 16 50350 0000 0026 OLD BEAVER VLY RD 09 14 E 02 00 00 *** 16 50360 0000 0200 PARADISE BAY RD 09 22 F 02 04 04 *- 16 50360 0200 0542 PARADISE BAY RO 09 22 F 02 04 04 16 50360 0542 0605 PARADISE BAY RD 09 22 F 02 04 04 *** 50370 0000 0011 MEREDITH ST 09 12 F 02 02 02 i(.** 16 50380 0000 0013 JOAN RD 09 22 E 02 00 00 ...** 16 50390 0000 0012 WHATNEY LN (SUNLANOI A) 0,.- 26 E 02: 00 00 . i('** 16 50400 0000 0002 WHATNEY CT 09 26 E 02 00 00 i(.** 16 50410 0000 0013 FAIRMOUNT HILL RO 09 12 F 02 02 02 ....** 16 50420 0000 0020 MADRONA VISTA PL 09 26 E 02 00 00 *.If* 16 50430 0000 0024 STARK RD 09 12 F 02 02 02 .,** 16 50440 0000 0008 OLD STARK RD 09 10 E 02 00 00 *** 16 50450 0000 0013 SHERMAN RD 09 10 E 02 00 00 ...** 16 50460 0000 0013 HARBOR VW PL 09 26 E 02 00 00 -l(-** 16 50470 0000 0022 LINDA VW DR 09 26 E 02 00 00 il..-tl- ., 50480 0000 0017 RICKY [lEACH DR 09 22 I 02 00 00 50480 0017 0025 Rln:y BEACH OR 09 22 E 02 00 00 _*If 16 50490 0000 0026 KILLAPIE [:EACH RD 09 22 02 02 02 PAGE 16 LeFT. 07:55:40 30 APR 1987 C# Rd #. MP#1 MP#2 NAME..... . . . . . .. . .. . . FC PAVE. PAVE LANES RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE WIDTH' .fIDTH """ . 50500 0000 0026 HUCKLEBERRY LN 09 08 B 01 00 00 -}(,** 16 50510 0000 0020 TERMINATION PT 09 16 F 02 0" 02 '- *** 16 50520 0000 0048 SEVEN SISTERS RD 09 12 E 02 00 00 ii.** 16 50530 0000 0014 TEAL U( RD 09 22 F 02 02 08 16 50530 0014 0024 TEAL LK RD 09 22 I 02 02 08 16 50530 0024 0346 TEAL LK RD 09 16 F 02 02 02 i(.** 16 50540 0000 0174 SHINE RD 09 18 F 02 02 02 16 50540 0174 0234 SHINE RD 09 22 F 02 03 03 """ 16 50550 0000 0020 ANDY CO('PER RD 09 22' E 02 00 00 16 50550 0020 0070 ANDY COOPER RD 09 18 E 02 00 00 16 50550 0070 0112 ANDY COOPER RD 09 14 E 02 00 00 """ 16 50560 0000 0012 WEST FIR ST 09 18 E 02 00 00 -l.** 16 50570 0000 0006 EAST FIR ST 09 22 F 02 05 05 .. -K.** 16 50580 0000 0023 WEST CEDAR ST 09 22 F 02 04 04 -11-** 16 505900000 0014 EAST CEDAR ST 09 22 F 02 04 04 ii'** 16 50600 0000 0007 HILL ST 09 18 E 02 00 00 """ 16 50610 0000 0003 FAIRMOUNT BEACH RD 09 10 E 02 00 00 -l(-** 16 50620 0000 0016 EAST HEMLOCK ST 09 22 F 02 02 02 .*** 16 506.:30 0000 0015 WEST HEMLOCK ST 09 22 F 02 02 02 "<<,, 16 50640 0000 0016 EAST SPRUCE ST 09 20 F 02 02 02 1('w.* 16 50650 0000 0017 WEST Spr,UCE 8T 09 20 E 02 00 00 )1-** .50660 0000 0013 EAST ALDER 5T 09 16 E 02 00 00 ....+ 16 606'/0 0000 0018 SHORE DR 09 22 F 02 02 02 16 50670 0018 0030 SHORE DR O'~ 22 F 02 04 04 PAGE 17 07:56:2:4 30 APR 198-' C# Rd #. MP#1 MP#2: NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MED1AN MEDIAN WroTH TYF'E SHLDR SHLDR TYPE WIDTH TYPE I,jIDTH WIDTH -1(.** .50680 0000 0017 WEST ALDER ST OS' 2:2: F 02: 02 02: -l(.** 16 506S'0 0000 0010 EAST MAPLE ST OS' 2:2: F 02 04 04 "*,** 16 50700 0000 0017 WEST MAPLE ST OS' 22 F 02 04 0-' *** 16 5071 0 0000 0076 PETERSON RD OS' 14 F 02 02 0" -l(.*,)Eo 16 5072:0 0000 0006 EAST BOAT DR OS' 2:2 F 02 04 04 16 50720 0006 0008 EAST BOAT DR M 14 E 02: 00 00 *** 16 50730 0000 0014 WEST BOAT DR OS' 22 F 02 04 04 *** 16 50740 0000 0008 P1NE ST OS' 12 E 02 00 00 *** 16 50750 0000 0003 YEW ST OS' 18 E 02 00 00 *** 16 50760 0000 0002: WILLOW ST OS' 10 E 02 00 00 . *** 16 50770 0000 0126 WATSON RD OS' 10 E 02: 00 00 -l('** ~ 16 50780 0000 0083 HIGHLAND DR OS' 22 02 03 03 *** 16 50790 0000 0002: MUIR CT OS' 22 02 02: 02: .J(.** 16 50800 0000 0122 OLD EAGLEMI)UNT RD 09 14 F 02: 02 02 2 16 50800 0122 01S'5 OLD EAGLEMOUNT RD 0', 18 F 02 00 00 *** 16 50810 0000 0033 CAMERON DR OS' 22 02: 02 02 *.** 16 5082:0 0000 0083 LUDLOW BAY RD OS' 16 F 02 02 02 ~' 16 50820 0088 0118 LUDLOW BAY RD 09 10 F 02 02 02 H* 16 50830 0000 0003 DUNBAR CT OS' 22 02 02 02 *'** 16 50840 0000 0027 DUNSMUIR RD 09 22 02 02 02 . *** 16 50850 0000 0009 FERNRIDGE LN 09 2:Z 02 02 02 t("** 16 50860 0000 0002 RAEGURN CT OS' 22 02 02 02 19 07:57:45 30 APR 198'{ #. MP#1 MP#2 NAME.... .. . .. . . . . . . . . FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE I<IIDTH TYPE WIDTH WIDTH \\.-- 16 51050 0000 0534 EAGLEMOUNT RD 08 22 02 04 04 ]'-. . *** 6 51060 0000 0010 OLYMPIC LN 09 20 02 02 02 1{,** 16 51070 0000 0003 RAINIER CT 09 26 02 00 00 *** 16 51080 0000 0020 GOLIAH LN 09 20 02 04 04 *** 16 51090 0000 0021 RESOLUTE LN 09 20 02 04 04 ....** 16 51100 0000 0015 CAMANO LN 09 20 02 04 04 *** 16 51110 0000 0003 CUTTER LN 09 22 02 03 03 1(.** 16 51120 0000 0004 TOPSAIL LN 09 22 02 03 03 .;t-*'* 16 51130 0000 0006 MAINSAIL LN 09 22 02 03 03 i(.** 951140 0000 0025 RAINIER LN 09 20 02 02 02 51140 0025 0053 RAINIER LN 0', 20 02 04 04 '" 51140 0053 0123 RAINIER LN 09 22 02 03 03 *** 16 51150 0000 0003 SLOOP LN 09 22 02 03 03 i(.** 16 51160 0000 0006 BARQUE LN 09 22 02 03 03 i(.*.* 16 51170 0000 0003 KETCH LN 09 22 02 03 03 *** 16 51180 0000 0008 CLIPPER LN 09 22 . 02 03 03 *** 16 51190 0000 0003 YAWL LN 09 22 02 03 03 -JI'** 16 51200 0000 0012 SCHOONER LN 09 22 02 03 03 *** 16 51210 0000 0010 EVANS LN 09 20 02 02 02 **'If. .51220 0000 0008 TYEE LN 09 20 02 02 02 *** 16 51230 0000 0055 CITY LK RD 09 12 E 02 00 00 *** PAGE 20 07:58:26 30 APR 1987 C# Rd #. MP#1 MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYF'E WIDTH WIDTH 16 51240 0000 OOO'~ SAYWARD LN O'~ 20 02 02 02 . *** , 51250 0000 0047 TALBOT WY 09 20 02 05 05 *,** 16 51260 0000 0009 AMES LN 09 20 02 02 02 oK.** 16 51270 0000 0012 THOREN RD 09 10 E 02: 00 00 .J(.** 16 512:80 0000 0039 EMBODY RD 09 12 E 02 00 00 -K.** 512:90 0000 0010 MOCKINGBIRD LN 09 2:2 02 03 03 -K.** 51300 0000 0011 WARBLER LN 09 2:2 02: 03 03 16 51310 0000 002:8 FRENCH RD 09 08 C 01 00 00 i(.** 16 51320 0000 0048 NORTH SANDY SHORE RD 09 16 E 02: 00 00 i(.** 0000 0008 FALCON LN 09 22 02 03 03 16 51340 0000 0008 GOLDFINCH LN 09 22 02 03 03 .1(.** 16 51350 00000011 SPARROW CT 09 22 02 03 03 ,*.*~ 16 51360 0000 0009 WREN CT 09 22 02: 03 03 .1(.** 16 51370 0000 0053 WERNER RD 09 10 F 02: 02: 02 16 51370 0053 0068 WERNER RD 09 12 E 02 00 00 ......" 16 51380 0000 0004 HUMMINGBIRD CT 09 22 02: 03 03 -M.**' 16 51390 0000 0023 RUE BEN JOHNSON RD 09 12 E 02 00 00 ...** 16 51400 0000 0310 SWANSONVILLE RD 09 2:0 F 02: 02: 02 >r- 16 51400 0310 0321 SWANSONVILLE RD 09 22 I 02 02: 02 *** .51410 0000 0230 W VLY RD 09 2:7 F 02: 03 03 ~. 51410 0230 0551 W VLY RD O.~ 18 F 02 02 02 *.. 16 51420 0000 0012 MARGARET 8T 09 12 F 02 02 02 *** PAGE 21 07:59:09 30 APR 1987 C# Rd #. PIP#1 MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RI GHT SHLDR MEDIAN MEDIAN NIDTH TYPE SHLDR SHLDR TYPE 'II DTH TYPE WIDTH WIDTH 16 51600 0000 0044 EGG & RD 09 16 F 02 02 02 2 ;;}L- ~51600 0044 0073 EGG & RD 09 18 F 02 02 02 51600 0073 0199 EGG & RD 09 18 F 02 02 02 16 51600 0199 0272 EGG & RD 09 16 F 02 02 02 16 51600 0272 0327 EGG & RD O'~ 20 F 02 0" 03 2 'J *** 16 51620 0000 0025 WEST EGG ." RD 09 16 E 02 00 00 16 51620 0025 0040 WEST EGG {; RD 09 12 E 01 00 00 *** 16 51750 0000 0099 GIBBS LK RD 09 16 E 02 00 00 16 51750 0099 0205 GIBBS LK RD O.~ 12 E 02 00 00 *** 16 51900 0000 0050 BEAUSlTE If( RD 09 16 E 02 00 00 16 51'~00 0050 0071 BEAUSITE LK RD 09 12 E 02 00 00 *** 16 52000 0000 0227 VAN TROJAN RD 09 16 E 02 00 00 i1.** 16 52110 0000 0048 OLE TORKELSON RD 09 16 E 02 00 00 16 52110 0048 0068 OLE TORKELSON RD 0';> 14 E 02 00 00 *** 16 52150 0000 0005 ANDERSON RD 09 10 E 02 00 00 .J{.** .52180 0000 0029 WADES LOOP 09 18 F 02 02 02 i1.** 16 52200 0000 0051 OLD ANDERSON LK RD 09 20 E 02 00 00 it.** 16 52210 0000 0007 TYNER RD 09 28 E 02 00 00 -k.** 16 52220 0000 0012 GODFREY ST 09 28 E 02 00 00 111.*__ 16 522:30 0000 0025 CHERRY AV 09 28 E 02 00 00 -M'*'1Ir 16 52240 0000 0012 PEAR AVE 09 28 E 02 00 00 *** 16 52250 0000 0022 FERN WY 09 20 F 02 04 04 i('*. 16 52260 0000 0006 GLEN AV 09 20 F 02 02 02 -/t-it. 16 52340 0000 0015 ANDERSON U( RD 08 22 I 02 02 02 \/" .52340 0015 OZT7 ANDERSON LK RD 08 22 F 02 02 02 .... 16 52420 0000 0015 WOODMAN RO 09 12 E 02 00 00 -lI.*'1f PAGE 22 07:59:57 30 APR 198-' C# Rd #. MP#1 MP#2 NAME................ . FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MED1AN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE I~JDTH WIDTH 16 52520 0000 0007 OLD NIP LEE RD 09 10 E 02 00 00 ~. *** " 52640 0000 0019 HILDA ST 09 12 E 02 00 00 *** 16 52710 0000 0095 OLD HADLOCK RD 09 16 F 02 02 02 i(.** 16 52760 0000 0011 ELKINS RD 09 18 F 0'" 02 02 't. 16 52760 0011 0053 ELKINS RD O'~ 28 E 02 00 00 *** 16 52820 0000 0006 CHURCH RD 09 18 F 02 03 03 *** 16 52840 0000 0022 LOPEMAN RD 09 20 E 02 00 00 .j(.** 16 52860 0000 0006 MORRISSEY AV 09 14 F 02 02 02 1652860 0006 0016 MORRISSEY AV O'~ 12 E 02 00 00 *** 16 52880 0000 0004 LAWN ST 09 38 E 02 00 00 -)1-** 16 52910 0000 0027 ANN Kl VLEY DR 09 22 02 03 03 '" .j('** 52930 0000 0018 LYLUS LN 09 22 02 03 03 ~.** 16 53010 0000 0005 IRONDALE ST 09 10 F 02 02 02 -1(-** 16 53160 0000 0019 BLANCHE AV 09 12 F 02 02 02 *** ,>f- 16 53290 00000028 CHRISTNEY RD 09 18 E 02 00 00 .)1-** 16 53310 0000 0016 SHOTWELL RD 09 22 02 02 02 t f'.-lit* ~ 16 53320 0000 0025 CHIMACUM CR DR 09 22 02 03 03 -1(.** 16 53330 00000005 JONATHAN PL 09 22 02 02 02 .-.** 16 53340 0000 0007 CANDACE RD 09 22 02 02 07 -M'''. . 53350 0000 0021 QUIMPER LN 09 22 02 03 03 *.. 16 53360 0000 0006 JEFFERSON PL 09 22 02 03 03 ... 23 08:00:38 30 APR 19:37 #. NP#1 MP#2 NAME................ . FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE I>!IOTH WIDTH 16 53370 0000 0003 UPLAND CT 09 22 02 03 03 . .**~ 16 53400 0000 0016 LILLIAN ST 09 12 F 02 02 02 ...** 16 53460 0000 0004 SIMMS ST 09 12 E 02 00 00 *** 16 5~:500 0000 0005 CHARLES ST 09 14 E 02 00 00 *** 16 53660 0000 0040 KENNEDY RD 09 14 F 02 02 02 16 53660 0040 0056 KENNEDY RD 09 10 F 02 02 02 *** 16 53700 0000 0018 W FOSTER ST 00 00 B 00 00 00 16 53700 0018 0022 W. FOSTER ST. 09 28 E 02 00 00 *** 16 54000 0000 0087 PIONEER DR 09 22 02 02 02 ~ *** 16 54010 0000 0010 KELLER LN 09 20 02 02 02 .;(.** 16 54030 0000 0013 WHEELER LN 09 20 02 02 02 " 'IHE-oX' 6 54050 0000 0050 FLEET DR 09 22 02 02 02 *** 16 54070 0000 0015 JACKSON LN 09 21) 02 02 02 *.** 16 54090 0000 0009 FOSTER LN 09 20 02 02 02 16 540';'0 000', 0009 FOSTER LN 09 20 02 02 02 *** 16 54110 0000 0009 KEEFE LN 09 20 02 02 02 .,11-* 16 54130 0000 0004 JEFFERSON AVE 09 20 I 02 02 02 16 54130 000,4 0015 JEFFERSON AVE 09 10 F 02 02 02 16 54130 0015 0019 JEFFERSON AVE 09 10 I 0" 02 02 ~ 16 54130 0019 0058 JEFFERSON AVE 0', 12 E 02 00 00 *** 16 54150 0000 0011 MCCURDY LN 09 20 02 02 02 **... 16 54170 0000 0009 HARMS LN 09 20 02 02 02 .,** .54190 0000 0006 NAVIGATOR LN 09 20 02 02 02 ...,. 5. 16 54210 0000 0042 MONTGOMERY LN 09 22 02 02 02 16 54210 0042 OOM MONTGOMERY Ltl 09 20 02 02 02 ! ..* PAGE 24 0:3:01:23 30 APR 19:37 C# Rd #. MPf;l1 MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE WIDTH WIDTH 16 54230 0000 000-( SEAFARER LN 0'7 20 02 02 02 . *** 16 54250 0000 0004 TRADER LN 09 20 02 02 02 '*+*" 16 54270 0000 0004 FORESTER LN 09 20 02 02 02 *** 16 54290 0000 0010 EXPLCiRER LN 09 20 02 02 02 *** 16 54310 0000 0003 LI BBY CT 09 20 02 02 02 1(.** 16 54330 0000 0003 GROVE CT 05' 20 02 02 02 '~Hf* 16 54350 0000 0009 PATHFINDER LN 09 20 02 02 02 1(.** 16 54370 0000 0009 ADVENTURER LN 09 20 02 02 02 1(.** 16 54410 0000 0021 BALDWIN LN 09 22 02 02 02 1(.** .54510 0000 0021 CONDON LN 09 20 02 02 0'" ...** 16 54550 0000 0021 MONTGOMERY CT. 09 22 02 03 03 2 *.** 16 54600 0000 0014 POPE WY 09 22 OZ 02 02 ...** 16 54340 0000 0018 MAPLE LN 09 16 E 02 00 00 16 54840 0018 0027 MAPLE LN 0'7 12 E 02 00 00 *.... 16 54930 0000 0068 OLYMPUS BLVD 09 20 F 02 02 0'" * 16 54930 0068 00'~4 OLVMPUS BLVD 0'7 16 F 02 02 02 .lHH 16 55090 0000 0044 VERNER AV 09 13 F 02 02 02 16 55090 0044 0060 VERNER AVE 09 12 F 02 02 02 2 *.... 16 55290 0000 0007 CAREY CT 09 12 F 02 02 02 .lHHf- ~ 16 55470 0000 0035 QUARIW RD 09 14 F 02 02 02 . .... o 55560 0000 0007 S I MPOI<ES RD 09 18 E 02 00 00 .~-w.1t 16 55740 0000 0039 BAYSHORE DR 09 14 F 02 02 02 16 55740 0039 0057 BAYSHORE DR 09 22 F 02 02 02 PAGE 25 08:02:05 30 APR 1987 C# Rd #. MP#1 MP#2 NAME...... ....... .... FC PAVE. F'AVE LANE:S LEFT. RIGHT SHLDR MEDIAN MEDIAN ~IIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE WIDTH WIDTH -K.** .5,5770 0000 0012 MCKEEN RD 09 22 F 02 02 02 *** 16 55790 0000 0009 PROSPECT ST 09 14 E 02 00 00 '*,** 16 55800 0000 0046 MATS MATS BEACH RD 09 22 F 02 04 04 *** 16 55890 0000 0013 SOUTH BAYVIEW DR 09 22 F 02 02 02 16 558'~O 0013 0018 SOUTH BAYVIEW DR 0';1 14 F 02 02 02 16 55890 0018 0026 SOUTH BAYVIEW DR 09 14 E 02 00 00 *** 16 56020 0000 0045 OLELE PT RD 09 16 F 02 02 02 16 56020 0045 0057 OLELE PT RD O'~ 12 F 02 02 02 16 56020 0057 0073 OLELE PT RD 09 OE: F 01 02 02 16 56020 0073 0101 OLELE PT RD 09 10 E 02 00 00 *** 16 56480 0000 0014 BEACH RD 09 12 E 0'" 00 00 *** 16 56640 0000 0010 ALDER LN 09 16 F 02 02 02 *** .56700 0000 0042 SENTI NEL FIRS RD 09 26 02 02 0'" -l(.** 16 56750 0000 0050 NORTH BAY !<lAY 09 16 F 02 02 02 -1(.** 16 56790 0000 0040 SOUTH BAY WAY 09 14 F 02 02 02 2 '11:** 16 56850 0000 0047 OLD OAK BAY RD 09 18 F 02 02 02 ~.*'" 16 56990 00'36 0141 OAK BAY RD 0:,: 32 02 00 00 '*" 16 56990 0141 083'~ OAK BAY RD 08 28 02 00 00 16 56990 0839 1080 OAK BAY RD 08 22 02 02 02 2 -1(.** 16 57160 0000 0008 YARR-JOHNSON RD 09 16 F 02 02 02 *** 16 57340 0000 0010 OAK RD 09 12 F 02 02 02 ....** 16 57430 0000 0020 HI LLER DR 09 12 F 02 02 02 "** .57560 0000 0016 PORfAGE I<Y 09 22 F 02 02 02 57560 0016 0039 PORTAGE WAY 09 20 F 02 01 01 u* 16 57640 0000 0027 WASHINGTON ST 09 16 E 02 00 00 *..Iit PAGE 26 08:02:50 30 AF'R 1987 C# Rd #. MP#1 MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MED1AN W lOTH TYPE SHLDR SHLDR TYPE WIDTH TYPE WIDTH WlOTH 16 57830 0000 0028 CLEVELAND ST 09 16 F 02 02 02 .57880 0028 0049 CLEVELAND ST 09 18 E 02 00 00 -K.** 16 57850 0000 0008 IND ISLAND FERRY RD 09 16 F 02 02 02 16 57850 0008 0029 IND ISLAND FERRY RD 09 10 E 02 00 00 *** 16 57860 0000 0005 IND ISLAND ANNEX RD 09 24 02 02 02 -M.** 16 57970 0000 0001 RESORT RD 09 26 E 02 00 00 i(.** 16 58060 0000 0029 BEACH RD 09 14 F 02 02 02 i(.** 16 58170 0000 0020 BALDWIN RD 09 16 E 02 00 00 -K.** 16 58380 0000 0031 MOEN RD 09 16 E 02 00 00 i(.** 16 58480 0000 0025 RENIER RD 09 24 E 02 00 00 -K.** 16 58580 0000 0034 GARDEN CLUB RD 09 14 E 02 00 00 . i(..It-* 16 58700 0000 0005 STRAWBERRY LN 09 10 E 02 00 00 16 58700 0005 0017 STRAWBERRY LN 09 08 B 01 00 00 u* 16 58820 0000 0025 JANSEN RD 09 12 E 02 00 00 .)(.** 16 58960 0000 0050 MEADE RD 09 16 F 02 02 02 16 58%0 0050 0057 MEADE RD 09 08 F 01 00 00 *** 16 59180 0000 0016 SMITH RD 09 1:,: E 02 00 00 i('W-* 16 59200 0000 0036 GRiFFITH PT RD 09 20 F 02 02 02 ~.,. 16 59200 0036 0168 GRIFFITH PT RD 09 24 F 02 02 02 u* 16 59300 0000 0005 SOUND VW CMTRY RD 09 10 E O~ 00 Of) j('** 16 59350 0000 0007 NORDLAND ST 09 16 E 02 00 00 .,*. .59380 0000 0027 EAST BEACH RD 09 22 F 02 03 0" 59380 0027 0031 EAST BEACH RD 09 18 F 02 02 02 *** \\. 16 59390 0000 0284 E MARROWSTONE RD 09 22 F at 02 02 v-:-. \ .... PAGE 27 08:03:34 30 APR 1987 C# Rd #. MP#1 MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WroTH TYPE SHLDR SHLDR TYPE WIDTH TYPE I~IDTH WIDTH 16 59420 0000 0090 ROBBINS RD o'~ 22 F 02 03 03 2 :f . *** \ 16 59570 0000 0072 SWARTZ RD 09 14 F 02 02 02 16 59570 0072 0119 SWARTZ RD 09 20 E 02 00 00 16 59570 0119 0145 SWARTZ RD 09 26 E 02 00 00 1(.** 59590 0000 0006 BLUE HERON RD 09 17 E 02 00 00 *** 16 59600 00000031 NOLTON RD 09 20 F 02 03 03 *** 16 59660 0000 0062 MUMBY RD 09 10 E 02 00 00 *** 16 59840 0000 0056 FORT GATE RD 09 20 F 02 02 02 16 59840 0056 0073 FORT GATE RD 0"'" 14 F 02 00 00 *** * 16 60120 00000133 FOUR CORNERS RD 08 28 02 00 00 " *** 16 60150 0042 0068 DISCOVERY RD 08 20 F 02 02 02 It 16 60150 0068 0362 DISCOVERY RD 08 20 F 02 02 02 2; 16 60150 0362 0484 DISCOVERY RD OC' 20 F 02 02 02 2 t 1{.** 60151 0000 0027 DISCOVERY RD. 17 20 F 02 02 02 2: ~ 16 60151 0027 0042 D I SCI:OVERY RD. 17 20 F 02 02 02 2 *** ~ 16 60230 0000 0066 ADELMA BEACH RD 09 18 F 02 02 02 1(.** 16 60250 0000 0012 OLYMPIC BLVD 09 2$ 02 00 00 -M.'IH(' 16 60260 0000 0012 VANCOUVER DR 09 2::: OZ 00 00 .,** 16 60270 0000 0015 BAYVIEW LN 09 28 02 00 00 *.** 16 60350 0000 0029 MILO CURRY RD 09 10 E 02 00 00 '*..... 16 60480 0000 0017 LOWER ADELMA BCH RD 09 14 F 02 02 02 IIf.** 16 60690 0000 0003 DISCOVERY ST 09 10 E OZ 00 00 **" . 60780 0000 0006 HARRISON ST 09 10 F 02 OZ 02 *** 16 60870 0000 0017 ALDRICH RD 09 12 E 02 00 00 ..... 29 08:05:03 30 APFl 1937 #. MP#1 ~lP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYF'E SHLDR SHLDR TYPE ~n DTH TYPE WIDTH WIDTH 16 0000 0015 S. SECOND ST 19 16 F 02 02 02 0015 0037 S. SECOND ST 19 16 F 02 02 02 -K.** 16 62531 0000 0175 SOUTH JACOE: MILLER RD 19 18 F 02 02 02 * 16 62531 0175 0200 SOUTH JACOE: MILLER RD 19 22 F 02 04 04 *** 16 62551 0000 0085 NORTH JACOB MILLER RD 19 24 F 02 01 01 2 *** 16 62600 0000 0055 CO LANDFILL RD 09 20 02 00 00 ::k *** 16 62670 0000 0052 MCMINN RD 09 12 F 02 02 02 *** 16 62750 0000 0081 MIDDLE PT RD 09 08 B 01 00 00 *** 62810 0000 0065 E MIDDLE PT RD 09 14 E 02 00 00 62810 0065 0098 E MIDDLE PT RD 09 10 E 02 00 00 *,*'* 16 62931 0000 0062 COOK AVE EXTENSION 17 18 F 02 02 02 16 62931 0062 0156 COOK AVE EXTENSION 17 18 F 02 02 02 *** .63060 0000 0004 BELLE ST 09 18 E 02 00 00 i(.** 16 63160 0000 0004 MARGARET ST 09 12 E 02 00 00 H* ~ 16 63300 0000 0109 NESS' CORNER RD 09 22 02 Or:: 08 16 63300 0109 0112 NESS' CORNER RD 09 22 02 08 O~l *** 16 63440 0000 0009 FRAYNE RD 09 20 F 02 03 03 iHHE' 16 63450 0000 0023 HUNT RD 09 12 F 02 02 02 -M.... 16 63460 0000 0011 KEM ST 09 22 F 02 03 03 -1(.** 16 63470 0000 0015 EVERGREEN LN 09 22 02: 03 03 *i1'* 16 63480 0000 0011 FOSTER ST 09 22 F 02 03 03 .... 16 63490 0000 0007 SPRUCE LN 09 22 02 0:3 03 . .. ..... 16 63500 0000 0003 CEDAR CT 09 22 02 03 03 H* 16 63510 0000 0003 PINE CT 09 ZZ 02' 03 03 PAGE 31 08:06:33 30 APR 192:7 C# Rd #. MP#1 MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYF'E SHLDR SHLDR TYP~WIDTH TYF'E WIDTH WIDTH I 16 63980 0043 0060 3RD ST O'~ 18 F 02 02 02 . *** I" 64000 0000 0011 GUN CLUB RD 09 24 F 02 04 04 2 i(.** 16 64100 0000 0019 HAYDEN ST 09 16 F 02 02 02 i(.** 16 64120 0000 0006 "B" ST 09 24 F 02 03 03 16 64120 0006 0014 liB" ST 09 26 E 02 Ot) 00 *** 16 64140 0000 0006 "A" ST 09 16 E 02 00 00 i(.** 16 64240 0000 0013 EAST FITCHBURG AVE 09 20 F 02 02 02 i(.** 16 64260 0000 0006 WEST F ITCHE:URG AVE 09 20 F 02 02 02 16 64260 0006 0022 WEST FITCHBURG AVE O'~ 22 I 02 03 03 *** 16 64270 0000 0004 CUL-DE-SAC 09 22 02 03 03 i(.** 16 64300 0000 0003 STEVEN ST 09 26 E 02 00 00 0000 0004 MONTGOMERY ST 09 34 E 02 00 00 ~ *** 16 64510 0000 0005 MASONIC HALL RD 09 18 F 02 02 02 ~V/ 16 64510 0005 0037 MASONIC HALL RD 09 18 F 02 06 OiE. *** 16 64610 0000 0009 ALLEY ST 09 12 E 02 00 00 -It.** 16 64760 0000 0012 MCLEOD ST 09 20 F 02 04 04 16 64760 0012 0023 MCLEOD ST 09 18 F 02 04 04 *** 16 64890 0000, 0008 BRIGHTON AV 09 18 F 1)2 02 02 16 648'~O 0008 0017 BRIGHTON AV O'~ 10 F 02 02 02 2 16 64890 0017 0027 BRIGHTON AVE 09 12 E 02 00 00 iHHf. 16 65010 0000 0023 RANDOLPH ST 09 18 F 02 02 02 2 *** 16 65130 0000 0026 CURTISS ST 09 18 F 02 02 02 ....* .65150 0000 0005 SCOTT RD 09 18 F 02 02 02 .'*'1- 16 65250 0000 0029 LOWER HADLOCI( RD 09 22 I 02 02 02 .x 16 65250 0029 0(136 LO~IER HADLOCI< RD O'~ 18 F 02 02 02 16 65250 0036 0059 LOWER HADLOCK RD 09 10 F 02 02 02 PAGE 33 08:08:04 30 APR 1',8" C# Rd #. MP#1 MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE WIDTH !AI! DTH ~.** 0000 0007 WEST PRICE ST 09 20 E 02 00 00 16 66890 0000 0025 EAST MAUDE ST 09 16 C 02 00 00 1!.'** 16 66910 0000 0015 5TH AVE 09 18 F 02 03 03 2 16 66910 0015 0020 5TH AVE 0', 16 F 02 01 01 2 16 66910 0020 0034 5TH AVE 09 24 E 02 00 00 -i(.** L6 67000 0000 0024 WEST MAUDE ST 09 30 E 02 00 00 16 67000 0024 0031 WEST MAUDE ST 09 30 C 02 00 00 """ L6 67100 0000 0025 EAST EUGENE ST. 09 20 F 02 04 04 *' 16 6'fl00 0025 0037 EAST EUGENE ST. 0', 16 F 02 02 02 ',I. I ."" 16 67200 0000 0015 4TH AVE 09 24 I 02 04 04 1 16 6nOO 0015 0020 4TH AVE 0', 10 F 02 02 02 "*" L6 67380 0000 0008 EAST HORTON ST 09 10 E 02 00 00 L6 6 n80 0008 0015 EAST HORTON ST 0', 08 B 01 00 00 """ .67400 0000 0003 S 4TH AVE. 09 16 F 02 02 02 *.** L6 67420 0000 0005 EAST KINKAID 09 15 E 02 00 00 L6 67420 0005 0012 EAST KINKAID 0', LO B 01 00 00 16 67420 0012 0017 EAST KINKAID 09 12 E 02 00 00 16 67420 0017 0025 EAST KINKAID 09 17 E 02 00 00 ""* 16 67460 0000 0012 WEST KINKAID ST 09 20 F 02 02 02 16 67460 0012 0025 WEST KINKAID ST 09 to C 02 00 00 *** 16 67470 0000 0008 8TH AV 09 08 B 01 00 00 16 67470 0008 0022 8TH AVE 0', :30 C 02 00 00 "*" L6 67480 0000 0012 WEST MELISSA ST 09 . 30 C 02 00 00 ...** 16 67490 0000 0013 9TH AVE 09 30 E 02 00 00 -M'** 16 67550 0000 0015 3RD AV 09 16 E 02 00 00 ...*'* 0000 0004 EAST ARDEN ST 09 16 E 02 00 00 0004 002', EAST ARDEN ST 09 14 F 02 02 02 2: 16 67770 0000 0037 EAST MOORE ST 09 18 F 02 02 02 ~ 16 67770 0037 0056 EAST MOORE ST 0', 24 I 02 04 04 *'* PAGE 34 08:08:51 30 APR 1987 C# Rd #. MP#1 MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR ~IEDIAN MEDIAN W 10TH TYPE SHLDR SHLDI< TYPE WIDTH TYPE WIDTH WIDTH 0000 0005 HILTON AVENUE 00 00 B 00 00 00 0005 0021 HILTON AVENUE 09 20 C 02 00 00 16 67810 0000 0017 LEWIS AVENUE 09 24 C 02 00 00 *** 16,67820 0000 0012 ISLAND VIEW AVENUE 09 20 C 02 00 00 i(.** 16 67830 0000 0010 BEATTIE AVENUE 09 24 C 02 00 00 16 67830 0010 001'~ ~lEATTIE AVENUE 09 1'-' C 02 00 00 -' *** 16 67840 0000 0005 CASCADE AVENUE 00 00 B 00 00 00 16 67840 0005 0015 CASCADE A VENUE 09 24 C 02 00 00 *** 16 67850 0000 0013 DUQUESNE AVENUE 09 20 C 02 00 00 16 67850 0013 0028 DUQUESNE AVENUE 09 24 C 02 00 00 *** 16 67870 0000 0015 GARY AVENUE 00 00 B 00 00 00 1667870 0015 0024 GARY AVENUE 0', 26 C 02 00 00 16 67870 00240034 GARY AVENUE 09 20 C 02 00 00 *** 16 67890 0000 0009 LAW AVENUE 09 26 C 02 00 00 .67890 0009 0021 LAW AVENUE 0', 24 C- O2 00 00 *** 16 67910 0000 0025 KALA POINT DR 09 22 02 03 03 \~ ...** 16 67940 0000 0071 OLD CHIMACUM CR RD 09 08 C 01 00 00 i(.*,)f )k 16 68060 0000 0132 PROSPECT AV 09 22 F 02 03 03 "'( *** 16 68190 0000 0119 OLD FORT CHIMACUM RD 09 08 B 01 00 00 ...*-w- 16 68320 0000 0019 AIRPORT RD 09 24 F 02 04 04 f 16 68320 0019 0028 AIRPORT RD 0', 18 F 02 02 02 *** 16 68450 0000 0044 THEATRE RD 09 16 F 02 02 02 ...** 16 68541 0000 0053 OLD FORT TCiWNSEND RD 19 22 02 03 03 + ~.... 0002 SETON RD. 19 25 I 02 00 00 2 ~ 0011 SETON RD. 19 25 F 02 02 02 2 16 68831 0000 0006 OTTO Sf 19 22 F 02 03 03 \f- 16 68831 0006 0037 on 0 ST 19 10 E 01 00 00 16 68'~31 0037 0044 OTTO ST 1':1 fO C 01 00 00 PAGE 36 08: 10:25 30 APR 198"' C# Rd #. MP#l MP#2 NAME................. FC PAVE. PAVE LANES LEFT. RIGHT SHLDR MEDIAN MEDIAN WIDTH TYPE SHLDR SHLDR TYPE WIDTH TYPE WIDTH IAfIDTH -K.** .69901 0000 0009 WORKMAN ST 19 31 02 00 00 -K'** 16 69951 0000 0029 THOMAS ST 19 22 02 02 02 ,\( 16 69951 0029 0051 THO~lAS 5T 1'9 22 02 02 02 *** 16 91160 0000 0411 QUINAULT-S SHORE RD 07 16 E 02 00 00 *~** 16 91420 0000 0179 UPPER HOH RD 07 18 I 02 02 02 Jk. 1691420 0179 0221 UPPER HOH RD 07 22 F 02 03 0" ~ 16 91420 0221 0649 UPPER HOH RD 07 18 I 02 02 02 16 91420 0649 0863 UPPER HOH RD 07 lE: I 02 02 02 16 91420 0863 1204 UPPER HOH RD 07 lE: I 02 02 02 -lI..** 16 93150 0000 0041 CENTER RD 07 22 I 0'" F 08 ~ 16 '93150 0041 0060 CENTER RD 07 38 I 02 00 00 * 16 98150 0060 0127 CENTER RD 07 22 I 02 08 08 16 93150 0127 0181 CENTER RD 07 38 I 02 00 00 16 98150 0181 0339 CENTER RD 07 22 F 02 08 OE: 16 '93150 033'9 0380 CENTER RD 07 :38 I 02 00 00 16 93150 0380 0489 CENTER RD 07 22 F 02 08 OS 16 '93150 0489 0686 CENTER RD 07 3<' I 02 00 00 16 93150 06F.:6 1155 CENTER RD 07 38 I 02 00 00 16 '93150 1155 1501 CENTER RD 07 38 F 02 00 00 *** Jk- .93250 0000 0064 CHIMACUM RD 07 28 02 00 00 16 93250 0064 0157 CHIMACUM RD 07 28 02 00 00 *** 16 93350 0000 0043 IRONDALE RD 07 22 02 04 04 2 * 16 '93350 0043 005'9 IRONDALE RD 07 22 02 12 04 2: 16 93350 0059 0065 IRONDALE RD 07 34 02 00 04 2 16 93350 0065 0078 I f<ONDALE RD 07 42 02 00 00 16 93350 0078 0171 IRONDALE RD 07 34 02 00 00 16 93350 0171 0193 IRONDALE RD 07 42 02 00 00 *** ~.. 16 94040 0000 0086 OAK BAY RD 07 32 02 00 00 .1 *** 16 94150 nnru.. 0201 BEAVER VLY RD 07 22: F 02 04 04 :f ~' 16 94150 6201 060;.0 BEAVER VLY RD 07 22 F 02 02 02 16 94150 0650 0736 BEAVER VALLEY RD 07 22 I 02 04 04 2 V 16 94150 0736 0910 BEAVER VALLEY RD 07 38 I 02 00 00 *-** 16 95170 0000 0164 AIRPORT CUTOFF 0" 22 02 0::: 08 ,* 1695170 0164 0182 A WPORT CUTOFF 07 32 03 10 10 16 95170 0182 0232 AIRPORT CUTOFF 07 22 0'" 0<' os " 1695170 0232 0236 AIRPORT CUTOFF 07 32 03 10 10 B* 16 95200 0236 0266 RHODY DRIVE 07 32 03 10 10 J., t 95200 0266 0349 RHODY DRIVE 07 34 03 03 03 95200 0349 0481 RHODY DRIVE 07 24 02 08 08 .. 95200 0481 0510 RHODY DRIVE 07 24 02 06 06 n. fe 16 95270 0000 0082 FLAGLER RO 07 32 I 02 00 00 16 95270 0082 0785 FLAGLER RD 07 22 F 02 04 04 2: . . WASHINGTON STATE ROAD JURISDICTION STUDY ===========================================~=========================================== COUNTY ROAD LOG ITE"S CRAB ROAD IDENTIFIER INFOR"ATION 011 031 County Numbeor Starting Hilepost 051 __12- _002:> Road Nane 021 Road Number 2~~9~ 04) Ending Hilepost E.9_~~ _~2~~___~J:___________________________ CLASSIFICATION P"'VEHENT 0GI Functional Classification __~2_ 121 Pavement Width __~~, 131 Pavement Type __~_ 14) Humber of Lanes __~_ SHOULDERS "'VERAGE DAILY TRAFFIC 071 Left Shoulder Width _~~_ 081 Right Shoulder Width __q~_ 091 Shoulder Type __~_ 151 ADT Volume ~o 161 ADT Year ::~ HEDIANS GENERAL INFORHAION ( 101 Hedian Width ___Q_ 111 Hedian Type 171 Access Control ___~_ 181 Right of Way Width __Q~~ 19) Widening Feasibility_____ ADDITIONAL DATA ITEHS - NOT IN COUNTY ROAD LOG ENVIRoNHENTAL IHFORHAT10N TRAFFIC INFOR"ATION 051 0GI 071 Terrain (L,R,") Land Use CUl.U2.Rl.R2,R31 Transit/Bua Route (Y.NI _R_ _AL _-L1._ 101 111 Percent Trucks Speed 2- :~ INTERSECTION INFORHATION GEOHETRIC INFoRHATION 081 091 Parking (00.0P.PP.0A.P....AAI Percent No Passing Zones bO ::?-= 121 Traffic Direction (1.21 "2- 131 Traffic Control (0.1.2.31 ::~: Special Purpoa.. Lana.. 141 Le:f t ___p- ISI Right ---Q ~ ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY ======================================================================================- COUNTY ROAD LOG ITEIlS CRAB ROAD IDENTIFIER INFORIlATION 011 County Numbpr 031 - Starling ll11epost 051 __Ji. O_"l.€.L Road Name 021 Road Number 9:>20D 041 Ending lIilepos~ ~~LQ ___l~l1!lb~{____t~S~_~____________~____ PAVEIlENT CLASSIFICATION 061 Functional Classi11cation _g~_ 121 Pavellen~ Width 2'/ 131 Paveaent Type ::J:: 141 Nuaber 01 Lanes __~__ SHOULDERS AVERAGE DAILY TRAFFIC 071 Left Shoulde.. Width 06 081 Right Shoulder Widlh :Q:(: 091 Shoulder Type __L__ IIEDIANS 15) ADT Voluae 6"!."2.Q 161 ADT Year ::~2: GENERAL INFORIIAIOH ( 101 , ,) 111 lIedian Wld~h ___0_ lI"dhn Type 171 Access Control ___::?_ 181 Right of Way Width _____ 191 Widening Feasibility_____ ADDITIDNAL DATA ITEIIS - NOT IN COUNTY ROAD LOG ENVIRONIlENTAL INFORIlAT10H TRAFFIC INFORIlATION 051 T"rraln IL,R,Il1 061 Land Use IUl.U2,Rl,R2,R31 071 Transit/Bus Roule IY,HI R ~: 10) 111 Percent. Trucks Speed 5' :~~: INTERSECTION INFORIlATIOH GEOIlETRIC INFORIlATION 121 Traffic Direction il,21 '2 081 Parking 100.0P.PP,0A,PA,AAI _.P...C!._ 13) Traffic Conlrol 10,1,2,31 :~:: 091 Pnc"nt No Passing Zones _S'_ Sp"cial Purposa Lana. 141 loaft ___.P- 1:!1 Right Q--- ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY ==m..==.============~===================~~=m===========s=========:s:==:a:===.::=-==:=:= COUNTY ROAD LOG ITEIIS CRAB ROAD IDENTIFIER INFORIIATION 01) County Nu~ber 03) _ Starting IIUO'post 05) __lL 0--= Road Harae 02) Road Nu~bO'r ~~L2g 04) Ending nilepost Qi~~ __tiLg_~~~_-_~~J.:-~L:I.:_----------- PAVEIIENT CLASSIFICATION 06) Functional Classi~ication _~1_ 12) PavO'~ent Width _~~_ 13) PavO'aent TypO' __~__ 14) Number of Lanes __J=. 071 Left ShouldO'r Width _QE__ 081 Right Shoulder Width _~~~_ 091 ShouldO'r Type ___L_ AVERAGE DAILY TRAFFIC 15) ADT VoluaO' ~JP~ 161 ADT Year _~~_ SHOULDERS nEDIANS GENERAL INFORIIAION ( 101 "_J 111 nO'dian Width ___12 lIedian Type 17) 18) 19) Access Control __~__ Right of Way Width _____ Widening FO'asibility_____ ---------~------------------,~---------------------------------------------------------- ADDITIONAL DATA ITEIIS - NOT IN COUNTY ROAD LOG ENVIRONIIENTAL INFORIIATION TRAFFIC IHFORIIATION 051 061 071 Terrain IL.R.1I1 Land Uae IUl.U2.Rl.R2.R3) Transit/Bua Route IY.NI __t._ ~- __'i.__ 101 111 Percent Trucks SpO'ed 5" :~: INTERSECTION INFOR"ATION GEOIIETRIC INFORIIATION 121 Traffic DirecUon 11,2) "2- 081 Parking C00.0P.PP.0A.PA.AA) __t2Q_ 131 Traffic Control C0.1. 2. 31 --~-- 09) Percent No Passing ZonO'D --~- Special Purpoae L~na. 141 LO'ft __t:l._ lSI Right __(;1- (. ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY .=..=s=.=======~====s========c=============c======================.======a==.=======.~= COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 011 031 __lL Q22.;.'i Road Harle County NUrIlbft'r Sl.rl~ng n~lpposl 051 02) Road HUMber 95~~_ 041 Ending n~lppost I~~_ ____Ci'~~_~C~~__}_!?_~___________________ CLASSIFICATION PAVEnENT 061 Funcl~onal Clsssification _~7_ 121 Pave..ent Widlh ?Z 131 Pavpa.,nt Typp _~__ 141 Nuabpr of Lanp. __~__ SHOULDERS AVERAGE DAILY TRAFFIC 071 Left Shoulder Widlh _~~_ 081 Righl Shoulder Widlh _C~_ 09) Shoulder Type __L__ 15 I ADT Volu... <. 1/ 0 161 ADT Year :~JC: "EDUNS GENERAL INFOR~AIOH 101 nedian Width __~_ III Il..dian Type 171 Accesa Control __~__ 181 Right of Way Width _____ 191 , Widpning Fessibillty_____ -------------~._----------------------------------------------------------------------- ADDITIONAL DATA ITEIlS - NOT IN COUNTY ROAD LOG ENVIRONIlENTAL INFORnATION TRAFFIC INFORnATXON 051 061 071 R. :B-~: --~-- Porcent Trucks Sp..ed _JL_ -~Q.- T..rrain IL.R.1l1 Land Use IUI,U2,Rl,R2,R31 Transit/Bus Roule IY,NI 101 111 INTERSECTION INFORIlATION GEOnETRIC INFORnATION 121 Traft1c DIr..clIon 11,21 __':1.;._ 081 Parking 100,0P,PP,0A,PA.AAI __c!!_ 131 Traffic Control 10. 1,2,:1l --"',,,- 091 P..rcent No Passing Zones -~- Special Purpose Lane. 141 L..fl __U_ 151 RIght --q-- 1 '. ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY .~c=.==.======z=============~======.=.=====.======.===a==:.:.ac::==:==...:=:...:::==_:= COUNTY ROAD LOG ITEnS 011 031 CRAB ROAD IDENTIFIER INFORnAT!ON County Nunber Slarting nJlppost 051 __lL O">'(,Q, Road Harle CLASSIFICATION 061 Functional Classificalion _P_l_ SHOULDERS 071 Left Shouldpr Widlh _PJi_ 081 Right Shouldpr Widlh __~_E_ 091 Shouldpr Type __J__ nEDUNS C:.J 101 111 nedi.n WJdth __LL_ nedian Typp 02) Road Number 931!>o 041 Ending nilepost O:iE2: __~~~~~~~J:~___~~~~__________________ PAVEnENT 121 Pavement Width 7-/ 131 Pavpapnt Type ::6:: 141 Nuaber of Lane. __fc__ AVERAGE DAILY TRAFFIC 1:51 ADT Voluae ozs-e6 161 ADT Year :f~: GENERAL INFORnAION 171 181 151 Access Control __~_ Right of Way Widlh _____ Widening Feaslbillty_____ --------------------------------------------------------------------------------------- ENVIRONnENTAL INFORnATION ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 0:51 061 071 T.rr81n CL,R,") Land Use (Ul.U2.Rl.R2.R31 Transll/Bus Route (Y.Nl GEOnETRIC INFORnATION 081 091 Parking (00.0P.PP.0A.PA.AAI Percent No PassIng Zones -_&.- R" ::'2:: Percent Trucks Speed __1_- -;;:.0- 101 111 INTERSECTION INFORnATION -Q.:?- _-:.~ 121 TrafHc Direction U.21 2- 131 TrafHc Conlrol (0.1.2.31 :::?:: Special Purpou. Lan.. 14) L"tt ---.I;;. 1:51 l<1ght ___2_ ..................................................................c.................... . . WASHINGTON STATE ROAD JURISDICTION STUDY ~:a=.===============s========S============.============================3:_===:=.======= COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 011 031 County NUllbpr Starting nJlepost 051 __H,_ CI-"~Q Road Halle 02) Read Humber 93tSC) 041 Ending nilepost. 2iZ~3>: __f_C~~_~J:[~__~~t~___________________ CLASSIFICATION PAVEnENT 061 FunctIonal CIBBsificalion __QJ_ 121 Pavellent WIdth "2.""2.. 13) Pavespnt Type --~-- 14) Huaber o~ Lane. ::~:: SHOULDERS AVERAGE DAILY TRAFFIC 071 Left Shoulder Wldlh (!;if' 081 RIght Shoulder WIdth ::~~: 091 Shoulder Type __J__ 1:5) ADT Volulle ~;[~~ 161 ADT Year __t2_ IIEDUNS GENERAL INFORnAION (- 101 nedlan ~ldlh ___~ .~ III ~edlan Type 171 Access Control ___~_ 181 Right of Way WIdth 191 Widening FeasIbIlIty::::: ---------------~----------------------------------------------------------------------- ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG ENVIRONnENTAL INFORHATION TRAFFIC INFORnATION 051 061 071 Terra1n CL.R.nl Land Use IUI.U2.RI.R2.R31 Trana1l/Bus Roule (Y.NI R. :g:~: _Y..__ 101 111 Percent Trucks Sp"ed --]-- ~-- INTERSECTION INFORnATION GEOnETRIC INF"ORnATION 121 TrBff lc Direction U.21 2- 081 Psrklng C00.0P.PP.0A.PA.AAI --".9- 131 TraffIc Conlrol (0.1.2.31 ::~: 091 Percent No PassIng Zones _3__ SpecIal Purpose Lanes 141 Loft ___L:. 1:5) Right _Cl..__ \. ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 011 County Nu~bpr 031 Starting nllppost 051 _16._ Ql--,~9 Road Harle 021 Road Nu~ber 91jl~Q 041 Ending nilepost ~~~ ---~Pi~€t--1LQrL'-___------------------ PAVEnENT CLASSIFICATIOH 061 Functional ClassIfIcation _J2~ 121 Paveftent Wldlh ~O 131 Paveaent Typp ::f:: 14) Hu.ber 01 Lanes __~_ SHOULDERS AVERAGE DAILY TRAFFIC 071 Left Shoulder WIdth __~~ 081 RIght 5~oulder Wldlh __C~ 091 Shouldpr Type __=~_ 151 ADT Voluae _e~~ 161 ADT Year __t~_ 101 nedlan WIdth ___0_ III nedlan Type , GENERAL INFORnAION 171 Access Control _~__ 181 RIght of Way WIdth _____ 191 Widening Feaslbl1ity_____ "EDIANS ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG ENVIRONnEHTAL INFORnATION TRAFFIC INFORnATION 0:5) 06l 071 Terrain n.. R. nl Land Use CU1.U2.RI.R2.R31 Transil/Bus Roule (Y.NI R :~: _ld.__ 101 111 Percent Trucks Speed _~..a_ ...."'_r- -:....-- INTERSECTION INFORnATION GEOnETRIC INFORnATION 081 ParkIng C00.0P.PP.0A.PA.AAI 091 Percenl No Passtng Zones Ot, :~-= 12l Trsfflc Direction 1l,2) __.L_ 131 Traffic Conlrol (0.1.2.31 _:<;-- Special Purpoa. Len.. 141 L..ft ___(L 1:5) RIght. __G?_ ....................................................................................... . WASHINGTON STATE ROAD JURISDICTION STUDY . c::::====:=======::::====:=====:==:=:==::==::==:=::==================================== COUNTY ROAD LOG ITEnS 011 031 CRAB ROAD IDENTIFIER INFORnATION County Number Slar~lng nJlppost 051 __1'/;'_ .as-_~ Road Hane CLASSIFICATION 061 Func~ional Classl!icalion __L~_ SHOULDERS 071 081 091 Lefl Shoulder Width RJght Shoulder Wldlh Shouldpr Type _a.."2_ LJ.7.. -->-. nEDUNS 101 nedlan Wldlh ___LL 11) "edlan Type 021 Road Numbpr 69601 041 EndIng nilepos~ OQJ1: __..2f_U?c!__.B..':?_________..___ ----------- PAVEnENT 121 Pave~ent Widlh _~~_ 131 Pavpmpnt Typp __E__ 14) Number of Lanes __~_ AVERAGE DAILY TRAFFIC 151 161 ADT VoluMP ADT Year _620- _1:5_ GENERAL INFORnAION 171 Access Control _~__ 181 RIght of Way Wldlh 191 WIdenIng Feasibility_____ --------~------------------------------------------------------------------------------ ENVIRONnENTAL INFORnATION ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 051 061 071 Terrain (L,R,n, land Usp CUl.U2.Rl.R2.R31 Transit/Bus Roule CY.NI GEOnETRIC INFORnATIO" 081 Parking 100.0P.PP.0A.PA.AAI 091 Percenl No Passing ZonPB \. _B.__ .R.U_ --~- 101 III Percent Trucks Spppd __5:_ _~.:f._ INTERSECTION INFORnATION --(!q- _-S:.._ 121 TraffIc DIrectIon <1.21 -_?:-_- 131 Traffic Control (0.1.2.31 --'?::;.- Special Purpose Lanes 141 LlPft __..a. 151 Righ~ _.0__ ....................................................................................... . WASHINGTON STATE ROAD JURISDICTION STUDY . ~===:================================================================================== COUNTY ROAD LOG ITEnS 011 031 CRAB ROAD IDENTIFIER INFORnATION County NUnlber StartIng nl1ppost 051 __UL Ll.q;>.!::J. Road Harae CLASSIFICATION 061 Functional Classification SHOULDERS 071 Left Shouldpr Width _~J'_ 081 Right Shouldpr WIdth __~~~ 091 Shoulder Typp __7__ nEDIANS ( 101 npdlan Width ___~ III nedlsn Type 021 Road Number 6~Q9J_ 041 Ending nilepost ~99_~ _____~f~~___~~~___________________ PAVEnENT __L?_ 121 13) 14) Pavellent WIdth Pave-rlent Type Humber of Lanes -~.?-- _2__ -..... AVERAGE DAILY TRAFFIC 151 ADT VolUMe _f~Q_ 161 ADT Year _1i~_ GENERAL INFORnAION 17) Access Control _~__ 181 Rlghl of Wsy WIdth _____ 191 WIdening Fpaslbility_____ ~-------------------------------------------------------------------------------------- ENVIROHnENTAL INFORnAT10N ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 051 0Gl 071 Terrain CL,R,K) Land Use CU1,U2,Rl,R2,R31 Transil/Bus Roule IY,Nl R. :&"h _.1Y__ !:'" :?~: 101 111 Percent Trucks Spped INTERSECTION INFORnATION GEOnETRIC INFORnATION 121 TraUic DIrection <1.21 "2- 081 Parking C00,0P.PP.0A.PA.AAI 00 131 TraffIc Conlrol C0.1, 2. 31 :~:: 09) P..rcenl No PaRsIng Zones :It:: SpecIal Purpos" Lanes 141 L"ft --...Q- 151 Right __.1:)_ ....................................................................................... . WASHINGTON STATE ROAD JURISDICTION STUDY . COUNTY ROAD LOG ITEnS 011 031 CRAB ROAD IDENTIFIER INFORnATION County Number Slsrling nJlppost 051 __If._ .rtP_Q..Q Road Halle CLASSIFICATION 061 Functional ClassIfication SHOULDERS 071 Lpft Shouldpr Width _~-2_ 081 Right Shouldpr Wldlh _tl:L 091 Shouldpr Typp __~_ nEDUNS 101 nedian Wldlh __~_ 111 nedlsn Type __L9_ 021 Road Number c~~iL 041 Ending nilepost ~~~ __Q!.~_J:!>J3.T___n.\!.!.",'';;_0.:!k__,R'i:)_",-____ PAVEnENT 121 131 141 _?:-J__ _2,__ -.... PaVPllent Widt.h Pavellent. Type Number of' Lanes AVERAGE DAILY TRAFFIC 151 ADT VolUMe "3,00 161 ADT Year ::~: GENERAL INFORnAION 171 Access Conlrol ~___ 181 Right of Way WIdth 191 Widpnlng Feasibility_____ ENVIRONnENTAL INFORnATION ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 051 061 071 Terrain (L,R,n) Land Use CUI.U2.Rl.R2,R31 Transil/Bus Roulp IY,Nl GEOnETRIC INFORnATION 081 091 Perking C00,0P,PP.0A.PA.AAI Percpnl No Passing Zones \, __R._ ~- _ J!1__ __m --;?-- 101 111 s- ::1:~ Percent Trucks Spped INTERSECTION INFORnATION 121 Traffic Direction 0,21 Z-- 131 TraffIc Control (0,1.2.31 :~:: SpecIal Purpose Lanos 141 Left. __..tf'J._ 151 Right __D_ ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY ~===================================~================================================== COUNTY ROAD LOG ITE~S CRAB ROAD IDENTIFIER INFORnATION County Number Starting njlppost 051 __L!:-_ .Q.Q.D Road Nalle 021 Road Nu~ber 6272~ 041 Ending nilepost aQ5.:~ ___E;;_~_o.1_Q~?_~____~7:___________~___ CLASSIFICATION PAVE~ENT 061 Functionsl Clsssification _~2_ 121 Pavempnt Widlh _~~_ 131 Paveaent Type ~ 141 Nuaber of Lanes __1~_ SHOULDERS AVERAGE DAILY TRAFFIC 071 Left Shoulder Wldlh __Qq_ 081 Right Shouldpr Width _c>_1_ 091 Shouldpr Typp __L__ 151 ADT Voluap 6~D 161 ADT Year :][~: ~ED IANS GENERAL INFORnAIDN ( 101 nedlan WIdth __~_ 111 nedisn Type 171 Access Conlrol _~__ 181 RIght of Way Width _____ 19) WidenIng Fpaslbilily_____ --------------------------------------------------------------------------------------- ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG ENVIRONnENTAL INFORnATION TRAFFIC INFORnATION 051 061 071 Terrain (L,R,n_ Land Use IUl.U2.Rl,R2.R31 TrsnsJt/Bus Route (Y,Nl __E?:._ 12.Z- :ti:: 101 III Percent Trucks Speed "2..D :~ OEonETRIC INFORnATION INTERSECTION INFORnATION 081 ParkIng 100.0P,PP,0A,PA.AAl 09) Percent No Passing Zones jl.P.._ _5:.__ 121 TraffIc DIrection 11,2) <... 131 TraffIc Conlrol (0.1,2,3) ::"f.:: Special PurposlP Lanes 141 Left ___CL 151 Right _9__- ( ...........................................:.:......................................... . ( WASHINGTON STATE ROAD JURISDICTION STUDY . ==c==================================================================================== COUNTY ROAD LOG ITEnS 011 031 CRAB ROAD IDENTIFIER INFORnATION County Humber Starting nJ1ppost 051 __1L ~:;- Road NallE" CLASSIFICATION 061 FunctIonal Classificalion SHOULDERS 071 Left Shouldpr Width _~~_ 081 RIght Shoulder Width ~L__ 091 Shouldpr Typp __~~_ IIEDIANS ( 101 nedisn Wldlh ___~ 111 nedlBn Type -QCJ- 02) Road Number 6d~~Q ~I Ending nilepost ~~L_ --___:z!~____~_~t:~____________________ PAVEnENT 121 13) 141 PavellPnt Widlh PavE!'lIE'nt. Type Nu.bero:! Lanes _2.<L __E__ '<- AVERAGE DAILY TRAFFIC 151 ADT Voluae 250 161 ADT Year :Je~: GENERAL IHFORnAION 171 Access Control ~___ 181 Right of Way Width 191 WidenIng Feaslbility_____ -~------------------------------------------------------------------------------------- ENYIRONnENTAL INFORnATION ADDITIONAL DATA ITEIIS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 051 061 07) Terrein CL,R,K) Land Use CU1,U2,RI.R2,R31 Transil/Bus Routp CY.Nl GEOnETRIC INFORnATION 081 Psrking (00, 0P. PP. 0A, PA. AAI 091 Percent No PassIng Zones \, 'f2.. :~~: 101 111 "2- 2S:: Percent Trucks Spped INTERSECTION INFORnATION _D_Q._ _5.:__ 12) TrBfflc DIrection 0.21 ? 131 TraffIc Conlrol C0.1. 2. 31 :~:: Special PUrpOB8' L8n.s 0 141 Left ---Q 151 Right ....................................................................................... . WASHINGTON STATE ROAD JURISDICTION STUDY . ~======================================================================z====z========== COUNTY ROAD LOG ITE"S 011 031 CRAB ROAD IDENTIFIER INFORnATION County Number Starting nJlppost 051 __l~_ l?EE2_ Road NOlie CLASSIFICATION 061 Functional Classiiicslion _9~_ SHOULDERS 071 Left Shouldpr Width _i2~_ 081 RJght Shouldpr WIdth _~~_ 09) Shouldpr Type __~_ nEDIANS c 101 nedlan Widlh ___~_ III nedian Type 021 Rosd Numbpr ~~22q 041 Ending nllepost C52LL ___~~~lt~___l?F~____________________ PAVEnENT 121 Pavempnt Widlh _~~_ 131 Pavpmpnt Typp __E__ 14) NUllber o~ Lanes __~_ AVERAGE DAILY TRAFFIC 151 ADT Volump _~~Q 161 ADT Year __8f_ GENERAL IHFORnAION 17) Access Control _~__ 181 R19hl of Way Widlh _____ 191 Widpnlng Feasibility_____ ENVIRONnENTAL INFORnATIOH ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 0:51 06) 071 Terrain (L,R,") Lsnd Use WI, U2. Rl. R2, R31 Trsnsit/Bus Roule CY,NI GEOnETRIC INFORnATION 081 091 Perking C00,0P,PP.0A,PA.AA) Percent No PassIng Zonps __fS__ _:t_ 101 111 "2.- _:?~- Percent Trucks Spped INTERSECTION INFORnATION _.a.~_ _,S__ 121 TraffIc DIrectIon Cl,21 "2-- 131 Trsffic Control (0',1.2.31 ::fZ: SppciBl Purpose> Lanes 141 Left __.::2_ 151 RIght __c2_ ................................c...................................................... . . c. WASHINGTON STATE ROAD JUR!SDICTION STUDY :::=:====::==::======:::==:=:=::=:========:c===:======================================= COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 011 County Numbpr __12_ 031 Slarting nilpposl ~C~ 051 Road Nanp CLASSIFICATION 061 Functional Classificslion _J29_ SHOULDERS 071 L~fl Shouldpr Width _~Z_ 081 RJght Shouldpr WIdth _~?~ 091 Shouldpr Typp __~_ nEDIANS ( 101 n~dian Width __J2_ III nedlan Type 021 Road Number ~~.?~) 041 Ending nilppost ~:L --~~-_:?_~~~--~-~~-~------------------- P^VElIENT 121 Pavement Widlh "? ? 13) Pavempnt Typp ::E:: 141 Numbpr of Lsnes __J~_ AVERAGE DAILY TRAFFIC 15) ADT Volume ~r,O 161 ADT Year ::86: GENERAL INFORnAION 171 181 191 3 Access Control Right of Way WIdth Widpning FpBslbillty_____ ENVIRONnENTAL INFORnATION ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 051 06) 071 Terrain (L,R,n) Land Use IUl.U2,Rl,R2.R31 Transit/Bus Roule CY, Nl GEOnETRIC INFORlIATION 081 Parking 100.0P,PP.0A.PA,AAI 091 Percenl No Passing Zones ( R. :~:C: __'i__ _AP_ _.12__ 101 111 7.. -"$.::'" Percent Trucks Spe..d INTERSECTION INFORlIATION 12) Trsfflc DirectIon (1.21 ""2.- 131 TraffIc Conlrol (0.1.2.31 :j;:: SpecIal PUrpOBIP Lanlts 141 L"ft __R._ 151 Right Q--- ....................................................................................... . WASHINGTON STATE ROAD JURISDICTION STUDY . ==~==================================================================================== 011 031 County Number Starling nilppost 051 CLASSIFICATION COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION __Jp_ 0.D_Cl. Road Nalle 061 Functional Classllication _-L9_ SHOULDERS 071 Lell Shoulder Widlh _~~~ 081 Right Shoulder WIdth _{[~_ 091 Shoulder Type '~- nEDUNS ( 101 Hedlan Width ___D_ III nedian Type 021 Rosd Numbpr 62,[1>.1 041 Ending nileposl ~J~~ __~f..u.l:!L__:rd."-r::i:..__'lv./l~.!:_f'...'ii:..:______ i'AVEnENT 121 PaveMPnl WIdth _LtL_ 131 Paveapnl Typp P' 141 Number of Lanps ::~:: AVERAGE DAILY TRAFFIC 151 ADT Voluap =L~Q_ 161 ADT Ypar _~6_ GENERAL INFORnAION 171 Access Control _~__ 181 Right of Way Wldlh _____ 191 Widening Feasibility_____ --------------------------------------------------------------------------------------- ENVIRONnENTAL INFORnATION ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 0:51 061 071 Terrain (L,R,H) Land Usp (Ul,U2.Rl.R2,R31 Tranall/Bus Route IY.N) GEOnETRIC INFORnATION 081 091 ParkIng (00, 0P, PP, 0A. PA. AAI Percpnt No Passing Zones ( _E__ l.11 ::'1':: 101 111 ~ :Y.q: Percent Trucks Speed INTERSECTION INFORHATION _..t2.Q_ __:.'c._ 121 Trsffic Direction ,Cl,21 2.- 131 Traffic Conlrol C0.1.2,31 ::~: Special Purpo.... Lanes 141 L"ft ___t2. 151 RIght __-"2_ .....................................................a................................. . ( WASHINGTON STATE ROAD JURISDICTION STUDY . ~====================================================================================== COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 01) County Number 031 Slarting nJlpposl 051 It, Q~i:. Road Halle CLASSIFICATION 061 Funclional Classlficslion _J?~_ SHOULDERS 071 Left Shouldpr Widlh _t2~~ 081 RIght Shouldpr Wldlh __~r_ 091 Shouldpr Type __:~~ nEDIANS ( 101 nedlan Wldlh __J2_ 11) nedlan Typp 02) Road Numbpr 612_~~ 041 Ending nilppost Q2~ -'~,r-~-_c!_CE$~9-(---p~\?-~---__________ PAVEnENT 121 PavPDlPnt 1I1dlh 70 131 PaveDlPnt Type ::2:: 14) Htl~ber o~ Lanes __2z_ AVERAGE DAILY TRAFFIC 151 AOT Voluae _~QQ_ 161 AOT Year _~6_ GENERAL INFORnAION 171 Access Control _~__ 181 Right of Way WIdth _____ 191 Widening Feaslbl1ity_____ --------------------------------------------------------------------------------------- ENVIRONnENTAL INFORnATI0N ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 051 061 071 Terrein (L,R,") Land Usp CUI,U2.Rl.R2,R31 Transit/Bun Route (V,N) GEOnETRIC INFORnATION 081 091 ParkIng C00.0P,PP.0A.PA,AAl Percent No Passing Zones R :i.1>:: V ---+-- Percent Trucks Speed __5:_ _5':D_ 10) 111 INTERSECTION INFORnATION _.P-Q._ _.5:._ 12) TraffIc DirectIon CI,2) ~ 131 Traffic Control uS, 1, 2, ::U __'h._ SpecIal PUrpOBIt Lanes 14) Lpft __LJ_ 151 Right __.f:,L ....................................:.................................................. . . WASHINGTON STATE ROAD JURISDICTION STUDY c=c======~============================================================================= COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 011 Counly Numbpr 031 Slarting nilpposl 051 " :D~g~ Road. Narle CLASSIFICATION 061 Funclional Classificstion __Qf~ Lefl Shouldpr Width _J2~_ Right Shouldpr WIdth _~1c_ Shoulder Typp .__~_ nEDIANS ( 101 nedlan Widlh __~_ 11) "edlan Typp 021, Road Numbpr ~l-1i'.9 041 Ending nilppost c:>_~~~- _~_~f:_~<l:~~eJCi'_~____~~~____________ I , PAVEnENT 121 PavPDlPnt Wldlh <.?.. 131 Pavempnt Typp ::E:: 14) Huaber of Lanes __~_ AVERAGE DAILY TRAFFIC 151 ADT Voluap 6"2. 5" 161 ADT Year :Jib: GENERAL IHFORnAION 171 Access Conlrol _~__ 181 Right of Way WIdth 191 Widening Feasibillty_____ ENVIRONnENTAL INFORnATION ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATIOH 051 061 071 Terr.!n (L,R.") Land Use (Ul.U2.Rl,R2,R31 TranBll/Bus Roulp CY.Nl GEOnETRIC INFORnATION 081 ParkIng C00, 0P, PP. 0A. PA. AAI 091 Percenl No Passing Zones l R. :&:i: __'1.__ Percent Trucks Speed '5 :~Q: 101 111 INTERSECTION IHFORnATION _.P_'L_ _...3__ 121 TraffIc DIrection ,11.21 ~, 131 Trsfflc Control C0.1, 2. 31 ::{;:: SpecIal PurpoBe Lanes 141 Left ---~ 151 Right __.l.J.. ..........~............................................................................ . . WASHINGTON STATE ROAD JURISDICTION STUDY ~==========================================c=========================================== ~ COUNTY ROAD LOG ITEnS 011 031 CRAB ROAD IDENTIFIER INFORnATION 021 Road Number 041 EndIng nilppost ~:nb!.'1 QQ$2 County Number Starting nilppost 051 __J~_ C>"..\J:l. Road Name R :~: 00 ::s::: PAVEnENT 121 PaveMPnt Widlh __~9_ 131 Pavpapnt Typp __f__ 141 NUMbpr of Lanps __~__ AVERAGE DAILY TRAFFIC 151 161 ADT VolulIP ADT Year --::?:Q __Et._ CLASSIFICATION 061 Funcllonal Classlflcalion __Q~_ SHOULDERS 071 0BI 091 Lpft Shouldpr Widlh RJghl Shoulder Width Shouldpr Type __.90_ !lob GENERAL INFORnAION 171 181 191 Access Control _~__ RIght of Way WIdth _____ Wldpnlng Feasibility_____ nEDUNS 101 111 o :::~: ENVIROHnENTAL INFORnATION ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 101 111 Percent Trucks Speed "Z- :113-: nedian WIdth nedllln Type 051 061 071 Terrain CL, R, tU Land Use IUI,U2,Rl.R2,R31 TranDil/Bus Roulp CY,Nl INTERSECTION INFORnATION 121 TraffIc DIrection .(1,21 -Z 131 TraffIc Conlrol C0. I. 2. 31 ::~:: SpecIal Purpose Lane. 141 Loft __..D_ lS1 RIght --Q-- ...................K................................................................... GEOnETRIC INFORnATION 081 091 Parking C00.0P,PP.0A,PA.AAI Pprcenl No Passing Zones . WASHINGTON STATE ROAD JURISDICTION STUDY . ~=~=.===================c==========.c===============.=c==ze::_::_:c==e=:==:=z::=.:=::=: \. COUNTY ROAD LOG ITEnS 011 031 CRAB ROAD IDENTIFIER INFORnATION County Numbeor Slarling nilepost 051 Ib :9-iii- Road Harle 021 Rosd NUlObpr 'i:i2Q9 041 Ending nilppost O~ __~Q~1;~f.?~1~2~__J$~_~_____________ PAVEnENT 121 Pavement Wldlh _~ 131 Pavpspnt Type :J: 141 Nuabpr of Lanes ::;[: AVERAGE DAILY TRAFFIC 151 ADT Voluae __~O 161 ADT Year __B1- GENERAL INFORnAION 171 181 191 Access Control __~_ Right of Way WIdth _____ Widening Feaslbl1ity_____ CLASSIFICATION 061 Funclionsl Clsssification __Q_~ SHOULDERS 071 081 091 Left Shoulder WIdth IJ)~ Righl Shoulder Wldlh ::~f[ Shoulder Typp __~_ ENVIRON~ENTAL INFORnATION ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION __K_ _f:.~_ __'i__ 101 111 Percent Trucks Speed nEDIANS 10) 111 o ::71: INTERSECTION INFORHATION --"'- __3._ 121 Trsff lc DIrection 11,21 "2- 13) Tralfic Control (0,1,2,31 ::~: Special Purpo." Lan". 141 Left ___'2_ 151 RIght __1-_ nedian WIdth nedlan Typp 0:51 TerraJn (L,R,nl 061 Land Use CUl.U2,Rl,R2,R31 071 TransJl/Bus Roule CY,NI GEOnETRIC IHFORnATION 081 091 ParkIng (00,0P,PP.0A.PA.AAI Percent No Passing Zones ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY ~=R=.==C===================================C==========:===========.====~==.======.===== COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 011 031 Counly Nu..bpr Slarling nilepo~t 051 __lL .a.<,fJ_~ Road Hanle- 021 Road Number ~?S30 041 Ending nilepost ~j:i --I?~s::.__1::.~J:"__QE.Eis.~J:<,-'~.:________ CLASSIFICATION PAVEnENT 061 Funclional Classificstion --I?!J- 121 131 141 Pavellent Wldlh Pave.ent Type Humber o:f Lanes 70 ::E: ""Z- SHOULDERS AVERAGE DAILY TRAFFIC 071 Left Shouldpr Width _J21_ 081 Righl Shoulder Width __~~_ 091 Shoulder Type ___t~ 151 ADT Volu.e _~~~ 161 ADT Year __e~ nED UNS GENERAL INFORnAION 101 nedlan WIdth III nedian Type __-12._ --Q- 17) 181 19) Access Control __~__ Rlghl of Way Wldlh _____ Widening. Feasibility_____ --------------------------------------------------------------------------------------- ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG ENVIRONnENTAL INFORnATION TRAFFIC INFORnATION 0:51 061 071 T.rraln (L,R.") Land Use CUl.U2.Rl.R2.R31 Transil/Bus Route CY.NI __R_ :y: 101 111 Percent Trucks Speed ---~ -~- GEOnETRIC INFORnATION 121 Traffic DIrection (1,21 <- 081 ParkJng C00.0P.PP.0A,PA.AAl --"'9- 131 Traffic Control (0.1,2.31 ::2;: 091 Percent No Passing Zones ---1.J... Special Pur pas" Lan"s 141 L..ft --_I?- 151 Righl __P-_ INTERSECTION INFORnATION I.. ....................................................................................... . WASHINGTON STATE ROAD JURISDICTION STUDY . c=~cu==z==============================================c====c:_c=:::==::::=::::::=:=:_=: COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 01) County Number 03) Slarling nJ1ppost 051 __Jb_ P-,:lf.'2 Road Nalle CLASSIFICATION 061 Functional ClassifIcation SHOULDERS 07) Left Shouldpr Wldlh __~_ 081 RIght Shoulder WIdth __82_ 091 Shouldpr Type nEDIANS ( 101 III nedian Wldlh nedlan Type __-'2- ___tZ_ 021 Road Numbpr ~~23~ 041 Ending nileposl ~~8 __~e~_~_~_~~_~~~___~'D_~_________- PAVEnENT -_O:t- 121 13) 14) PavellPnl Width Pave.ent. Type NUllber of Lanes _..1.L __fi.__ ..... AVERAGE DAILY TRAFFIC 1:51 ADT Voluap _J~ 161 ADT Year __~ GENERAL INFORnAION 17) 18) 19) Access Control _~~_ RIght of Way Widlh WIdenIng Feasibl1ily_____ --------------------------------------------------------------------------------------- ENVIRONnENTAL INFORnATION ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 0:51 061 071 T.rraln (L,R,") Land Use CU1, U2. R1. R2. R31 Trsnsll/Bus Roule CY.Nl ~: __'L__ 10) 111 Percent Trucks Speed 7.0 :T.?-: INTERSECTION INFORnATION GEOnETRIC INFORnATION 121 TraffIc DIrection Cl.2) >"2- 081 Parking 100,0P,PP,0A.PA.AAI __Cl.r~_ 13) TraffIc Conlrol (0.1.2.3) :::3:: 091 Percent No Passlng Zones --~-- Sppcls1 Purpo.e Lan". 141 L"fl ___C!. 151 RIght --Q- ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY c===~=============="=======================c================.=c=======~=====.========== COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 01) Counly Nu~bpr 031 StarlIng nilepost 051 __lb_ p'?_'9_ Road Harle CLASSIFICATION 06) Functional Classlficstion __~~ SHOULDERS 07) Left Shouldpr Widlh __p~ 081 Rlghl Shoulder WIdth _~E.1_ 091 Shoulder. Typp __~ IIED!ANS ( 101 111 nedlan Widlh nedian Type ---Q. ---q- 02) Road Number ~~3}9 041 Ending nileposl g~~ _~~~~__bB~1~_l~~_J~~_~____________ PAVEnENT 121 PavPalent. WIdth 16 131 Pavesent Type ::I:: 141 Nuabpr of Lanes __~_ AVERAGE DAILY TRAFFIC 1:51 ADT Voluae -L~9_ 161 ADT Year _J8~ GENERAL INFORnAIOH 171 181 191 Access Control 3 Right. of Way Width _____ WIdenIng Feaslbillty_____ ----..---------------------------------------------------------------------------------- ENYIRONnENTAL INFORIIATION ADDITIONAL DATA lTEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 0~1 0bl 071 TlPrrain (L, R,") Lsnd Use (Ul,U2.Rl,R2,R31 Transll/Bus Roulp CY,NI ___P:._ :~: __E9_ __}.tl.. 101 111 Percent. Trucks Speed INTERSECTION INFORIIATION GEOnETRIC INFORnATION 121 Traffic DIrection .(1,21 L- 081 Parking C00,0P.PP.0A,PA,AAI (X) 131 TraffIc Control (0.1.2.3) --oi::- 091 Percenl No Passing Zones ::~: SpecIal Purpos~ LBn"s 141 L"ft ___.Il 151 Right ___fJ._ ( ...........:........................................................................... . WASHINGTON STATE ROAD JURISDICTION STUDY . ~=============:====================================c==ze=::c:.C=CC:C==:.:==:a:=:_.::::= COUNTY ROAD LOG ITEnS 011 031 CRAB ROAD IDENTIFIER INFORnATION County NUf1IIber Slarting nilppost 051 __H,_ .o_oz>_ Road Nanle CLASSIFICATION 061 Functional Clsssification __QE_ SHOULDERS 071 081 091 Left Shoulder WIdth __O~ RIght Shouldpr Width __OJ~ Shoulder Typp -L nEDUNS c 101 "edian WJdlh ____~ III "edian Typp ___!l 021 Rosd Nunbpr _}~~~O 041 Ending nilppost ~3~_ __P~l~_t__~~_ee~__~~_~______________ PAVEnENT 121 Pavemenl Wldlh __~_ 131 PDvespnl Typp __~__ 14) Huaber D~ Lanes __~_ AVERAGE DAILY TRAFFIC 151 161 ADT VoluMe ADT Yel1r _lz>_ q/ __.:c_ GENERAL INFORnAION 17) Access Control __~_ 181 Right of Way WIdth _____ 191 WidenIng Fpaslbility_____ ENVIRONnENTAL INFORnATION ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG TRAFFIC INFORnATION 0:51 TerraJn (L,R.nl 06) Land Use (Ul.U2,Rl,R2,R31 071 Tranail/Bus Roule CY.N) GEOnETRIC INFORnATION 081 ParkIng 100.0P,PP,0A.PA.AAI 091 Percenl No Passing Zones l -_&.- R... ::9:: 101 Percenl Trucks __~_ 111 Speed __~~_ INTERSECTION INFDRnATION __C?J2 -_.?-- 121 TraUlc DirectIon ,<1.21 "z- 131 Traffic Conlrol (0.1.2.3) ::~: Special Purpose Lan.. 141 Left __./2_ 151 Right __'2_ ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY _CEca==:====:::=:=======::::=========:==:=:::===::::_:c=ca=c==:=C:==::=_====_=::.====== COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 011 031 County NUJlber Starting nl1pposl 051 ___Lt a!..Q.O Road Nar.:.e 021 Road Number ~J?-~ 041 Ending nilepost o'oQ3_ _~i~~~~__~~~~e~__t~~_~______~_____ PAVEnENT CLASSIFICA nON 061 Functlonsl Classl1icslion __eJ_ 121 Pave~pnt Widlh _J~_ 131 Pavpspnl Typp F 141 NUBber of Lsnes ::~: SHOULDERS AVERAGE DAILY TRAFFIC 071 ,081 091 Left Shoulder Width __g_~ Right Shoulder Wldlh __e3~ Shouldpr Type ___~ 151 161 ADT VoluBP liD ADT Year ::~z: nEDIANS GENERAL INFORnAION ( 101 11) nedlsn WIdth nedlBn Type ---Q ___lL 171 181 191 Access Control __~_ RIght of Way Width _____ Widening Feasibility_____ --------------------------------------------------------------------------------------- ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG ENVIROHnENTAL INFORnATION TRAFFIC INFORnATION ,051 061 071 TerraJn (L.R.nl Land Use (UI.U2.Rl.R2,R31 Transil/Bus Roule CY,NI -_&.- :~~: 10) III Percent Trucks Speed s- :~g: GEOnETRIC INFORnATION 121 Trsffic Direclion ,<1.2) "2- 091 Psrklng (00,0P,PP.0A.PA.AAl __P_'2. 131 Traffic Control (0.1.2.31 ::~: 091 P..rcenl No Pssslng Zones __L Special Purpose Lanes 141 Left __..12_ 151 RIght --,,-- INTERSECTION INFORnATION ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY c=~z=z====================================.c=======c=======================&z========== COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 011 County Nunbpr 031 Starting n11ppost 051 ___L~ .a.'iUQ Road Name 021 Road NUllber ':.€9.9.s."\ 041 ~nding nUepost ~_'l-9!.:{ --_\?~~?~iL~~Jf~~--~-~-------~--~-- PAVEnENT CLASSIFICATION 061 FunctIonal Classificstion __P1L 121 Pavempnt Wldlh __~1_ 131 PsvPBPnt Type __1:_ 141 NUllbpr of Lanes __~_ SHOULDERS AVERAGE DAILY TRAFFIC 071 Left Shouldpr Wldlh __~~ 081 Rlghl Shouldpr Width __~~_ 091 Shoulder Type __2:_ 151 ADT Voluap _3~Q 161 ADT Year _-B~_ GENERAL INFORnAION ( 101 111 npdl"n WJdlh nedlan Type __JL ___ca_ 171 181 191 Access Control __~_ RIght of Way Width _____ WidenIng Feas~bi11ty_____ --------------------------------------------------------------------------------------- ADDITIONAL DATA ITEnS .. NOT IN COUNTY ROAD LOG ENVIRONnENTAL INFORnATION TRAFFIC INFORnATION 0:51 061 071 T.rre1n (L, R,") Land Use CUI, U2. Rl. R2. R31 Transil/Bus Route (Y.Nl _lS__ -~~- __'1__ 101 111 Percent Trucks Spped __J..L _..:is: GEOnETRIC INFORnATION INTERSECTION INFOR"ATION 081 09) ParkIng (00. 0P. PP, 0A, PA. AU Pprcent No PassIng Zones __09_ __:1:__ 121 TraffJc Direction .<1.21 '2. 131 Traffic Control (0. I. 2.31 --""-- Special Purpose Lane. 141 L"ft __CL 151 Right __t2._ \. ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY c=s~================================r.======c.=============:=c::=======:-::::-.-::::=::- COUNTY ROAD LOG ITEnS CRAB ROAD IDENTIFIER INFORnATION 0ll 031 County Nu",be>r" Starting nileposl 051 __19_ ~;:a Road Harllie 02) Road Hu",ber 2~~1Q_ 041 Ending nilepost ~~1 _J2~~~1L~~~~----~~----------------- PAVEnENT CLASSIFICATION 061 Funclionsl Clsesiflcstion -~~- 121 Pavp~ent WIdth __~ 13~ Pavpaent Type __~_ 14) HURber of Lanes __~_ SHOULDERS AVERAGE DAILY TRAFFIC 071 Left Shoulder Widlh --~~ 081 Right Shouldpr Width __~1~ 091 Shoulder Typp --~~ 151 ADT Volu.e __128 161 ADT Year _~S~_ IlEDIANS GENERAL INFORnAION ( 101 111 "edlan Width nedlan Type ---'<- __.12_ 171 181 19) Access Control __~_ RIght of Wsy WIdth _____ WidenIng Feaalbl1lty_____ --------------------------------------------------------------------------------------- ADDITIONAL DATA ITEnS - NOT IN COUNTY ROAD LOG ENVIRONnENTAL INFORn^TION TRAFFIC INFORnATION 0:51 061 07) T.rr81n (L,R,K' Land Use (Ul.U2.RI,R2,R31 Transll/Bus Roule (Y,NI __.is.. _..&1- - _Y..__ 101 111 Percent Trucks Speed __w_ _3?-_ INTERSECTION INFORnATION GEOnETRIC INFORnATION 121 Traffic DIrection ,(1,21 "Z- 081 Parking (00.0P,PP,0A.PA.AAl __lJS/.. 131 Traffic Conlrol (0.1,2,31 -~-- 091 Percenl No Passing Zones _.::E:_ SpecIal Purpose Lanea 141 L"ft __;0_ IS) RIght _(:2__ \.. ....................................................................................... . . WASHINGTON STATE ROAD JURISDICTION STUDY ========================================~=======================~======.==============. COUNTY ROAD LOG ITEMS 011 031 CRAB ROAD IDENTIFIER INFORMATION County NUJabeor Starting Milepost 051 __J~_ fl.J.:tS... Road Halle CLASSIFICATION 061 Functional Classification __~ SHOULDERS 071 Left Shoulder Width __~Q 081 Right Shoulder Width __O~ 091 Shoulder Type MEDIANS 101 111 Median Width Median Type o :::0: 02) Road Number '..."212tl 041 Ending Milepost D~J~_ ___l~~e&__bL~~___~_~~________________ PAVEMENT 121 Pave~ent Width _J_8_ i31 Paveaent Type __1:_ 14) HUMber 01 Lanes ___~_ AVERAGE DAILY TRAFFIC 151 ADT Voluae _1~ 16) ADT Year __~t_ GENERAL INFORMAION 171 leI 191 Access Control __~_ Right of Way Width Widening Feaaibility_____ -~------------------------------------------------------------------------------------- ENVIRONMENTAL INFORMATION ADDITIONAL DATA ITEMS - NOT IN COUNTY ROAD LOG TRAFFIC INFORMATION 051 061 071 Terrein (L, R, to Land Use (Ul,U2,Rl,R2,R3) Transil/Bus Roule (Y,NI __.E_ _R.?:-.. __A_ 101 III Percent. Trucks Speed ~o ::~9: INTERSECTION INFORMATION GEOMETRIC INFORMATION 121 Trat! ic Direction ,Cl,21 '2- 081 Parking (00.0P.PP,0A,PA,AAI __.all.. 131 Tra1fic Control (0,1,2,31 ::i-:: 091 Percent No Passing Zones __.Ji_ Special Purpose Lanes 141 Left ___0_ 151 Right. ___0 (, ....................................................................................... . JEI+lm,<;UN COUNTY f:OUItTtIUUSE NAIIONAt. tllSIOIUC Sill: "UIII IOWNSIiNll. WASIIINC10N Mr. Art Smelser, P.E. State Aid Engineer Office 'of District Administrator P. O. Box 9327 Olympia, WA 9B504 Dear Art: . Jefferson County Department of Public Works COURTHOUSE PORf TOWNSEND, WASHINGTON 98J68 Millon L. Sanalrom. DIRECTOR OF PUBLIC WORKS January 26, 1982 Reclassify the following roads: We have reviewed the functional classification of our county road system and have the following recommended changes. ROAD NAME STATE LOG /I MP - MP PRESENT CLASS PROPOSED CLASS Black Point Road 24260 C.00-1.l5 Access Rural Minor Collector Clearwater Road 10750 0.00-4.13 Access Rural Minor Collector E. Marrowstone Road 59390 0.00-3.74 Access Rural Minor Collector Mason St. 63780 0.00-0.36 None Access Rural Linger Longer Road 29450 0.00-1. 71 Access Rural Minor Collector Ludlow-paradise Rd. 45170 0.00-6.05 Access Rural Minor Collector NeSs-Flagler Road 63300 0.00-1.12 Access Rural Minor Collector Ness-Flagler Road 95270 0.00-8.71 Minor Collector Major Collector West Valley Road 51410 0.00-5.51 Access Rural Minor Collector Please contact Gary A. Rowe, Construction Engineer, for further information. cc; Fila Yours tz:uly/, " " " ., .....~..7.~ M. L. Sanstrom, P.E. Oirector of Public Works WASHINGTON ROADS JURISDICTION STUDY LOCAL GOVERNMENT REGIONAL WORKSHOPS REGIONAL SCHEDULE REGION CITY ~ Northeast Moses Lake April 27, 1987 Southeast Pasco April 28, 1987 Southwest Longview April 29, 1987 puget Sound Bellevue May 1, 1987 3 APPENDIX TABULATIONS and Collectors Design Standards Standards Arterials and Collectors Standards Access Streets Hour Volumes and Right-of-Way Principal Arterials Design Hour Volumes.and Right-of-way Rural Minor Arterials and Collector Routes criteria for Determining Access Control, Number .ofLanes, and Right-of""Waywidth Urban Arterials and Collectors Tolerable Conditions for Rural Arterials and Collectors 9 - Tolerable Conditions for Urban Arterials and Collectors 10 - Tolerable Conditions for Rural Local Roads ' 11 - Tolerable Conditions for Urban Local Roads 12 - Tolerable Conditions for Rural Structures Alt:ernativeA 13..- Tolerable Conditions for Rural Structures AlternativeB Tolerable Conditions for Urban structures Alternative A 46 47 48 49 50 0 ~ N .... ~ N 'S .,. .... ~ ~I ~ .~ N .... ~ N '~ -a,;: ':IJ .... .... ~ I~~I 0 ~ N .... ~ N \0 .... 0 M + 0 \0 \D. t"""f ~ ~ 80::.:1 -qo" ~ .... .,. 0 j I I J.~ .,. ~.~ .... ~ ~ ~I .... .,. ~I o ~ ~ ;:: ~ .,. ~ \0 11 8 ~",~ N .... ~ N 'S .s .... 0 ~ N .... ~ N -a,-a,;:~ Il'l .... 1IJ ':IJ ~ ~ 0 ~ ('tij'-t"""f ~.N \0 .... ~ .... g::. :::.:~~ ~ ...... ..... ~ f5 ~.~;:: ~..,. II ~ 0 ~ ~ .... ~ .,. \0 .... ~ ~\O\O ~ ~ II ~ ~_ J:l ~ Ii HJ~~ f5 ~ ~ ;:: \0 \0 o \0 ;:: \0 \0 o Il'l ~ .:!l co f5 ~ ~ ~ ~ co g ~~co ~.....~ .s ~~ 1 i ~~. ~ ~ ~ .~~I ~ ~ ~ I.n o! ~ j ~~ ~ ~.' .~ ~ j i j ~ ~dP .. ~ i 35 .:~,~ "dO s:~ '1' in 'S o;::j l': ,,; alel .... ~.~ fa >< ~ .,. ~ ,,'1'in o;::j 0 . 'S el N ~ l~fa ~ i1i'~ '" ~ ~ OJ~ Z ~ CO~ ~ ~ N '" ~ + !a ~ 'lj, ~~ ~ ':0 <> ~ ....~ n~ ;;, .". ~ ~ :!l f~ ~ + !a .:i:li ~ ~.~ ..~ l'lj,B ~ "'"'lOlj OJ ~ ~ I + !a '" .~ ~l:J: ~ " ) l~ OJ ~ b ;;, QI N :!l ~ + !a " " J 'lj, ~~ ~ ;;, OJ~ b Ol 1+ ~ :!l ,,)~ ~i ~ ;;, ~ U~ :!l B~ iii', ,)1, ,I · 'J ~!! ~j'" ;;, ~ OJ ~ :!l ::l ) + 8l '" 0 ~~ ~. . j .j II! JHon~aH 'B j~ !ji I ~ - '0 ~ ~ f IL~ j ~ 1j3 ~ t 8 ~ ...: 36 ~ :al <0 M ~ ~ ~ <0 N -e. i~ ~ =~ ~~..~ ;;, <0 ~.~ + ~ ~ ~+ !2 i~ ~" i~ ~ .~ J +!2 .. i].. r;l ~ ~ ~~ !2 i~ ~ iJ;lJ ~ <O~~~ 0 ~ + !2 i i]i;;, :~~~ U~ ~ liR~ dt. ,I · -j ~ H n! ; i. I; ! jJ II! ~ 1 J ff~ ~ ~ f ~ II f~ . .. HlH I a~ b h I~ :i~" n 31 Table 5 DESIGN HOUR VOLUMES AND RIGHT-OF-WAY Rural Principal Arterials TERRAIN (LOS. B) Controlled Access Partial Access .Control Right-of-Way (min.) Rolling (LOS B) Controlled Access Partial..Access Control Right-of-Way (min.) Mountainous . (LOS C) Controlled Access Partial Access Control Right-of-Way (min.) 42 2200 1800 102 ft. 2200 1800 102 ft. 2600 2100 102 ft. . 0 ~ '" ~M~NN .g 0-....0 Oc-l:I:qoN j "~!g" .-<:&", Cl.-<:d"'M 0:&'" fiI'-<:dMM .-<~o '-<.~lt'> C,.... \0..,. ~f"'i ..,."I;t' eLl 8 6 ~ fg B :;:l B:;:l 1 .~~~ 1 ~~~ I 'S ~ lJ ~ ilm ~ ~ ]~~~~ 46 '" .... 0 .... 0 N N '" ;:; '" .... 0 .... 0 N N 0 ... .... .... '" .... 0 .... 0 M N 0 .... .... ..... It] .... 0 ... N .... ;:; .... '" 0 ... N .... ;:; .... '" N 0 '" M ..... ;:; U) U) .... .... '" M ..... '" ..... ..... ... M M tn M ~ :!l U) 6 ~ ~ ~I ~ ~ ! ~I ! ~ t > ~ 6 i~ u l~ It nJI JJjl 11..111 J ~ .~ ~ ~ ~ ~ ~ f~ ~;o 3 j ~ J j 6 ~ 49 ..... ~ 0 0 0 0 ~ ~.~ oo;to \DID \0 \0 .... 0 0 .... .... en ;:; '" '" '" 0 0 N .... en ... .... .... 0 M .... 0 ;:; .... .... 0 M .... .... .... .... 0 .... 0 ... N ::I ... .... ..... .... 0 .... 0 ... N .... '" :;;! .... .... ~ NON 0 ... N::I ~ '" ~ ~ ~I ~ ~ ~ I~' ~ ~ ~ I ~ It n J . !!~I H !~ !~ ~~~B !~ ~~ 50 i 6 ~ c:J.~ .~ B a ~ ~ ~ ~6 ll~E fill III N N ..... ..... N N 0 ... '" '" ..... ..... III 0 0 0 0 N N 0 ;!; '" \0 ..... III N N ..... ..... N N 0 ;!; '" '" \0 ..... III 0 0 0 0 N N 0 ... \0 '" ..... ..... N 0 ..... III 0 M N 0 ;!; \0 ..... ..... ..... ... N 0 III '" '"' \0 ..... ..... 0 0 ... N 0 III '" '" '" ..... ..... ~I N N - _ . M ~ ~ . . . I 8 000_ :08 'I il' 11 II' Ii ji U il fi 1 f. ! i i f i ~ ~.~ i fj ~ j ~ j ~ J j Ii 51 Table 16 PAVEMENT CONDJTJON RATING BITLf4INaJS. PAVEMENT DEFECT I?EDUCTlONS ~ Throughout Rated Sectfon None 1/4-1/2 1/2-3/4 3/4+ (1) 1/4.1/211 (2) 1/2.3/411 (3) OVer 3/4" o (1) Hairline (2) Spall fog (3) Spoiling & Purpf "g Local- ized (1) Slight 0 (2) Moderate 0 (3) Severe 0 Average Uidth fn Inches None 1/8-1/4 1/4+ Lineal Feet (11 1-99 5 15 30 Per (21 100.199 15 30 45 Sut f on (3) 200+ 30 45 60 Average Uldth In Inches None 1/8-1/4 1/4+ spalled Nurber (1) 1-4 5 10 15 Per (2) 5-9 10 15 20 Stet Ion (3) 10+ 15 20 25 Average Depth In Inches None 0.1/2 1/2-1 1+ Percent Area (1) 1.5 10 25 30 Per Statton (2) 6.25 25 30 35 (3) 26+ 30 40 50 Table of \lefghtlng Vatues for 8ftunfnoul Pavements Developed for PMS 53 TBble .17 PAVEMENT CONDITION RATING CEMENT CONCRETE PAVEMENT DEFECT. DEDUCTIONS fti! Negative Values are Assigned to the Failures bY Degree Percent. of Panels None '-25 26-50 51. 5 10 20 10 20 35 15 30 50 Percent. of Area None '-25 26-75 76+- Percent of Joints None 1-15 16-50 51+ 5 10 10 20 15 30 Percent of Pane 1 s None 1.15 16-35 (1) 1-9 0 (2) 10.50 0, (3) 51+ 0 Blowps Per Mile None 1 2.3 4+ (1) , (2) 2.3 Negative (3) 4+ Values Percent of Panels None 1'15 16.35 36+ 1/8.1/4 5 10 20 1/4'112 10 20 30 1/2+ 15 30 40 Percent of Area Per Panel Non. 1-5 6.25 26+ : (1) 1-5 m 6.20 (31 21. Throughout. Rated Sect Ion None 1/4-112 1/2.3/4 3/4+ Average Depth (1) 1/4-112" In m 1/2,3/4" Negative Inches (31 Over 3/4" Values Table of \lelght fng Values for Portland Cement Concrete P.vcmentl Developed for PHS. 54 hble 18 LEVELS OF SERVICE BITUMINOUS PAVEHENT SERVICE LEVEL AND CORRECTIVE ACTION Spalled (1) 1-99 (2) 100-199 (3) 200+ 1-D 1'0 1-0 2-D 2-0 3-D 1/4+ 1-0 1-0 2-0 o '-A '-A '-A I-A 2-A '"8 2"8 3-8 Corrective Action A. Machfne Patching B. Full Depth AsphaltPatehfng C. Seal Coats D. Crack end Joint Seat ins 55 I I I I I I I I I I I I I I I I I I I EXHIBIT 1 REPAIR COSTS AND CONDITION RATINGS I COST OF ~E""1~9 NeCESS"~V IN 1980 AVI RepaltS Total No. or Necessary ~er Repl1u Raunl Structures Structure IS) Necessary (S) 60 217 ~90 13 049 000 170 : 17 ~90 36 9i3 000 3 296 211 ~96 6260,3 000 4 931 1094"5 101 893000 5 1714 44094 75517000 6 2192 134"6 29474000 7 9~' 3238 3 I 47 000 , - Crand total 322716000 ~ePAIFl9 NeCeSSA~V COSTS 250 . 200. ... c .. .. ; L50 -: ,.....--- I I , 100 . , I I , / , '" . c3 SO , .- ..." 0-"- I I 6 , 4 1..ac1nl Source: Special Report 70. En9ineerinn and Development Bureau. New York State Depar~~ent of Tranportation, Albany, 19B1. 12 I I I I I I I I I I I I I I I I I I I TYPE AREA Exhibit 3 SUGGESTED CONSTRUCTION NEEDS INDICATORS FUNCTIONAL CLASS ROADWAYS Level of Service Safe operating Speed Lane width Travelway Width Shoulder Width/Type Surface Type Pavement Rating STRUCTURES Right Clearance, Road Over, structure ~ 250' Right Clearance, Road Over, structure> 250' Left clearance, Road Over, structure ~ 250' Left Clearance, Road Over, structure >250' Right Horizontal Underclearance Left Horizontal Underclearance Lane width vertical Clearance Deck Condition superstructure Condition Substructure Condition Channel Condition Inventory Rating RURAL Freeways, Expressways, and Other Arterials and Collectors Locals x X X X X X X X X X All X X X X X X X X X X X X X 15 URBAN Freeways, Expressways, and other Arterials and Collectors Locals X X X X X X X All X X X X X X X X X X X X X I ~ ~l os N ..,. M ..,. - ~ ~ o~ 6 "? ~ ~I N '" ~ :2 N ::1 ~ '" 0:rJ j ~ '" .... 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I I I I I I I I I I I lAND USE DESIGN H<XlR VOlllME DE\lEIDR1ENI' DENSITY Number of lanes 0Jrbed Sections: Paved Width Parking lane Right-of-Way Shoulder Sections: Travelway Width Shoulder Width Right-of-Way surface Type Structures : Width Design Load vertical Clearance Table 4 DESIGN S'I'ANJ:l.1\RI: URl3I\N LOCI\L ACCESS STREEl'5 INrUSTRIAL AND cct>lMERCIAL ALL ALL 2 40 Both sides 60 22 6 60 High 40/34 HS 20-44 16.5' 36 RESIDENI'IAL ALL Low Hiah 2 2 28 36 One Side Eoth sides 50 60 20 22 4 4 60 60 Low Inter . 28 36/30 H-15 H-15 16.5' 16.5' I I I I I I I I I I I I I I I I I I I LAND USE DESIGN HCUR VOIllME DEVEIDFMENI' DENSITY Cl.U:i:led Sections: Paved Width Parkina' lane Right-of-Way Shoulder Sections: Travelway Width Shoulder Width Right-of-way SUrface Type Structures : Width Design !Dad Vertical Clearance Table 4A 3R DESIGN S'I7IND/\RDS URBAN LOCl\L ACCESS STREE::rS INrUSTRIAL AND CXf.lMERCI1\L ALL ALL 32 one Side 60 20 2 60 Inter . 32 HS 20-44 16.5' 37 RESIDENTIAL ALL Low Hiah 28 32 one Side one Side 60 60 20 22 2 3 60 60 Low Inter . 28 32 H-15 H-15 16.5' 16.5' I I I I I I I I I I I I I I I I I I I Table 5 DESIGN HOUR VOLUMES AND RIGHT-OF-WAY Rural Principal Arterials DESIGN HOUR VOLUME IPCPHl TERRAIN' 4-Lane 6-Lane Flat (LOS B) Controlled Access 2200 3300 Partial Access Control 1800 2700 Right-oi-Way (min.) 148 ft. 172 ft. Rolling (LOS B) Controlled Access 2200 3300 Partial Access Control 1800 2700 Right-of-Way (min. ) 148 ft. 172 ft. Mountainous (LOS C) Controlled Access 2600 3900 Partial Access Control 2100 3100 Right-of-Way (min.) 124 ft. 148 ft. 38 '..... I 3l.~ 0 Jj ~ Il'l '" v I I ~ 8 ..... 0 I l ~ 0 0 I Il'l NO~ 00:1\0 '" "'6 l"- &! v '" l"- I I I I ~ i5 8 0 ... 0 .... '" ~ ~ 0 "'d .....:eg "'8 ~ V g ~ ~ I ! I .i~1 .; ~ ~~8 ~ 1 I"- ~~ I I dll i5 ~ ~ 8 ~ . ~ 0 ~ ",I'l I ~~ ~ .... '" 0 NOl""'4 OI:t\Dg \00 ~~ 1;1 v \Og r--lt'). ~ ~ co ... ~.....g .....>, I .g~~ ~ ~r; I I I .!1 ~"" ",. 0 . >,CJ I ~ 8 ......8 "'i!l8 "'''' ~. i~~ .. 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I ~I 0 0 0 0 .... .... ~ M Lrl '" Lrl ll\ '" .... .... I ~1 I ~ ..... .... .... .... .... .... en M Lrl '" Lrl Lrl ~ .... I 8~1 0 0 0 0 .... .... o M Lrl '" Lrl ll\ '" .... .... .... I dl I ..... .... .... .... N .... en M Lrl '" ll\ '" ~ - .... I ~I 0 0 0 0 N .... 0 M Lrl '" Lrl ll\ ll\ I .... .... .... i~ III I ll\ III :~:5 ..... .... .... .... M .... en ;!j Lrl '" Lrl ll\ '" .... .....~j I ~~ ~;;J ~ ~I 0 0 0 0 M .... 0 .. Lrl '" ll\ Lrl '" .... .... ..... I I I~I I N N .... .... .. N 0 ll\ Lrl '" Lrl ll\ ~ .... .... I I I N N .... .... .. N 0 :!l Lrl '" Lrl '" 0 .... N I 8 - - - :;:l 8 I ~~ ~e, ~~ ]e, ~~ ~ ~ 8 II j~ j~ J~ J~ II II i ! ill i I I I ~M ~M ~M ~~ ~ ~ ~ ~ ~ ~B ~B ~B ~ ~ ~ ~ I 48 I I Table 16 ~AVEHENT CONDITION RATING BITLtlINClJS PAVEMENT DEFECT OEDUCTJONS I ~ Negative Values are Assigned to the Failures by Degree Throughout Rated Section I None 1/4-1/2 1/2-3/4 3/4+ RUTTI NG Average PAVEMENT Depth (1) 1/4.1/211 \/EAR in (2) 1/2-3/4" Negative I Inehes (3) Over 3/4" Values Change Per 10 Feet in Inc:hes None 1/4-2 2-4 4. I CORRUGATIONS \lAVES Percent (1) 1-25 $AGS of (2) 26-75 Negative HUMPS Roadway (3) 76+ Values I Percent of \.IheeLTrack Per Station None 1-24 25-49 50-74 75+ I ALLI GATOR (1) Hairl ine 20 25 30 35 CRACKING (2) Spat Ung 35 40 45 50 (3) Spall lng & 50 55 60 65 Negat i ve PLJl1)ing V8lues I loeal. ""eel Entire I.ed Paths Lane RAVELING I OR (1) Sl ight FLUSHING (2) Moderate Negative (3) Severe Values I Average Width in Inches None 1/8-1/4 1/4+ Spalled Lineal LOGITUOINAL Feet (I) 1-99 5 15 30 I tRAClelNG Per (2) 100.199 15 30 45 Negative Sutfon (3) 200+ 30 4\ 60 Values Average Width In (nches I None 1/8.1/4 1/4. Spolled TRANSVERSE NUTi>er (1l 1.4 5 10 15 CRACKING Per <2l 5-9 10 15 20 Negat f ve I Statfon (3) 10+ 15 20 ~5 Values Average Depth In Inches None 0-1/2 1/2'1 I' I PATCNINO PercMt Area <1l '-5 10 15 20 Per Stat ion (2l 6.25 15 20 25 Negat've (3) 26+ 20 25 30 Values I Table of Ye'gntfng Vatl.Mt1 for Bltunlnous PovHenU Developed for PHS I I 49 I I Table 17 PAVEMENT CONDITIOO RATING I CEMENT CONCRETE PAVEMENT DEFECT DEDUCTIONS ~ Negative Values are Assigned to the Failures by Degree I Percent of Panels None 1.25 26.50 51+ B CRACKI HG Units AVE RAG I NG 118+ Per (1) 1-2 5 10 20 Panel (2) 3-4 10 20 35 Negative Length (3) 4+ 15 30 50 Values I Percent of Area None 1-25 26-75 76+ RAVELING I DISINTEGRATION (1) Slight 0 POPOOTS (2) Moderate 0 Negative SCALING (3) Severe 0 VaLues I Percent of Joints None '-15 16-50 51+ SPALLING AT Average JOINTS AND Width (1) 1/4-1 5 10 15 I CRACKS in (2) 1.3 10 20 30 Negative Inc:t'1es (3) 3+ 15 30 50 Values Percent of Panels I Hone 1-15 16.35 36+ PUMPING Percent of (1) 1.9 BLCUING Panel (2) 10.50 Negative Length (3) 51+ Values I Btowups Per Hile None 1 2-3 4+ I BlC>.\JPS NlI!ber (1) 1 Per (2) 2.3 Negl!ltfve Mile (3) 4+ Values I Percent of Pane ls None 1.15 16-35 36+ FAlUTlNG Average! I aJRLING Displacement C1l 1/8'1/4 5 10 20 \lARPING in (2) 1/4-1/2 10 20 30 Negative SETTLEHENT Inches (3) 1/2- 15 30 40 Va (ues I Percent of Area Pel'" Panel None 1.5 6-25 26+ PATCHING PerC:ef'lt of C1l 1.5 0 I Pano ls (2) 6.20 0 Heget I ve (3) 21- 0 Values Throughout R.ted Section I None 1/4. 1/2 1/2-3/4 3/4_ RUTTINO Average PAI"EHENT Depth (1) 1/"1/2" UEU In (2) 1/2.3/411 N&gllt've I Inches (J) Over 3/4" Values Table of \.Ie'ghtlng V.lueJ for Portland I Cement Concrete Pavtrhentl Developed for PHS. I 50