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HomeMy WebLinkAboutCAG-20-065 -Duvall - ADA Feature Survey Duvall Avenue NE Maximum Extent Feasible Documentation Prepared for r \1Y O,c� MIR i € n1 F O y January 2023 Prepared by Parametrix Parametrix ENGINEERING.PLANNING.ENVIRONMENTAL SCIENCES MAXIMUM EXTENT FEASIBLE DOCUMENTATION ooLaila ♦�a.o Jc�. ♦:› VA•y1 v 1 ♦v, pF City of Renton Duvall Avenue NE tea,' � . 1 ' �♦1/17/2023 13f f90• O c ♦1LONL�' PROJECT DESCRIPTION ►iw-vi - The City of Renton (City) proposes to construct roadway and pedestrian mobility improvements as part of the Duvall Avenue NE Project(Project), located on Duvall Avenue NE between NE 4th Street and Sunset Boulevard NE. The Project will restore the paved surface and fill in missing nonmotorized facilities, such as sidewalks, bicycle lanes, medians,street lighting, signal pole, landscaping, drainage, and water improvements, between NE 4th Street and Sunset Boulevard NE. The project will include Americans with Disabilities Act(ADA)/Public Right-of-Way Accessibility Guidelines (PROWAG) accessibility and other work associated with the sidewalk construction. Roadway Parameters Road Classification Speed(mph) Roadway Federal Design Posted Duvall Avenue NE Principal Arterial 35 35 EXISTING PEDESTRIAN FACILITIES Sidewalks are sporadic throughout the project limits. Five-to six-foot sidewalks exist along both sides of the road, with the following exceptions: • Just north of NE 4th Street,there exists a gap in sidewalk for approximately 150 feet along the west side. • Between NE 7th Place and NE 10th Street, no sidewalk exists along the east side. • Between NE 10th Street and NE 12th Street, only a small amount of sidewalk exists on the east and west sides just north of NE 10th Street. PEDESTRIAN DESIGN STANDARDS Accessibility Criteria for Curb Ramp— Cross Slope. PROWAG and Washington State Department of Transportation Design Manual (WSDOT DM) 1510.08(2)(c) The cross slope of curb ramp shall not be greater than 2%, measured perpendicular to the direction of travel. City of Renton 214-1779-045 Duvall Avenue NE 1 January 2023 MAXIMUM EXTENT FEASIBLE DOCUMENTATION (continued) PROPOSED DESIGN The project proposes to install new 5-to 6.5-foot sidewalks at all of the gaps described above. In addition, sidewalk will be reconstructed along the west side between NE 12th Street and just south of Sunset Boulevard due to roadway widening. Please note that between NE 10th Street and NE 12th Street,sidewalks are currently being constructed along the west side as part of a separate project led by the Renton School District. Within the project limits,at the intersections of NE 7th Place, NE 9th Street, NE 10th Street(east side), and NE 12th Street, new wheelchair ramps will be constructed at locations where ramps currently do not exist.All designed curb ramps meet PROWAG and WSDOT standards,with the exception of one directional ramp located at the southeast corner at the Duvall Avenue NE and NE 12th Street intersection. JUSTIFICATION The proposed ramp at the southeast corner of Duvall Avenue NE and NE 12th Street has a cross slope that exceeds the 2% maximum due to the existing 12%profile of NE 12th Street.Therefore, it does not meet PROWAG and WSDOT DM 1510.08(2)(c) accessibility criteria. Bringing this ramp up to standards would cause significant changes to the project, impact the NE 12th profile and corresponding driveways, impact private property,and go beyond the project limits.The ramp has been designed to the maximum extent feasible by reducing the cross slope to 8.3%through grading of the flowline within the steep profile of NE 12th Street and grading the top of ramp cross slope to 1.75% per the attached drawing. All other proposed ramps have been designed to meet PROWAG and WSDOT standards. City of Renton 214-1779-045 Duvall Avenue NE 2 January 2023 Attachment A Plan Sheet STA 906+86.63 GENERAL NOTES: • STA 9U6+62.63 32.68'RT DUVALL AVENUE NE R=35' 32.73'RT FL,PTEL437.60 1. APPROXIMATE SURVEYED EXISTING ELEVATIONS ARE SHOWN.CONTRACTOR • 3.42'@6.31% FL E143759 0 SHALL CONSTRUCT RAMPS AND SIDEWALK TO MEET ALL ADA SLOPE 9' 3.31 STA 90fi+e7.94- REQUIREMENTS IF FIELD ELEVATIONS DO NOT MATCH THOSE SHOWN. STA 906.70.94 I -0 �32.69'RT 2. RADIUS CALLOUTS AVETO FACE OF CURB. LEGEND: 437.87 .07% 0.38 0.38% ADA ELEMENT: 35.41'RT _ MATCH EXISTING AP ANGLE POINT FL EL 437.34door 107% �'I �\+ • 3.�1'@O.38%� 3. RAMP GRADING POINTS REPRESENT ONE METHOD OF MEETING RAMP ADA El RAMP BOW BACK OF SIDEWALK TOC EL 437.34 31% . m• 1.97'@0.38% MATCH EXISTING STANDARDS.IT IS THE RESPONSIBILITY OF THE CONTMCTOR TO MAKE FIELD BR BOTTOM OF RAMP N.A6' 6 ID ti TOC El638.09 ADJUSTMENTS AS NECESSARY TO ENSURE RAMPS MEET AU.ADA I LANDING EL ELEVATION REQUIREMENTS. FL FLOWUNE STA 906+65.53 m�', @J' Ell > El SIDEWALK LD LANDING 38.26'RT o 6 (I 4. CONTRACTOR SHALL PROVIDE SURVEY STAKING TO THE LEVEL OF SURVEY PC POINT OF CURVATURE FL EL 437.25 - a n ° ACCURACY NECESSARY TO SUPPORT THE CONSTRUCTION OF SIDEWALK,CURBS, E CROSSWALK PCC POINT OF COMPOUND CURVE TOC EL437. °'• 4- CURB RAMPS AND RELATED PROJECT ELEMENTS.TRADITIONAL SURVEY AND PRC POINT OF REVERSED CURVE ° ° I 5.28'@0.39% STAKING METHODS SHALL BE SUPPLEMENTED IN THE FIELD BY THE ❑D DRIVEWAY PT POINT OF TANGENCY ,1.1°H °oo ° DO N 63'@7.5 \ `BOW EL438.17 �MATCX EXISTING CONTRACTOR THROUGH THE USE OFACOMRACTOR-SUPPLIED,CALIBRATED, STA STATION TOC EL 437.59 •L °I° 5. ` 4-FOOT LONG'SMART'LEVEL TO DIGITALLY MEASURE SLOPES. ME MAXIMUM EXTENT FEASIBLE SW SIDEWALK CO P10 "'j°° ` L66'@].50% TOC TOPOFRAM STA 906+59.91 1 BOW,EL'L @ np 5. EXISTING AND PROPOSED SIGNAL POLES,STORM STRUCTURES AND UTILITY CURB TR TOP OF RAMP 42.77'RT �' 'i ,+ ,,R� 1.65'@7.476- BOW EL 437.97 STRUCTURES ARE SHOWN FOR REFERENCE. -- SAMPLE GRADE BREAK FL EL437.09 t� 's'` 'i'' Y LD,BR EL437.42 TOC EL437.49 ry`I' $ NCO ' - 6. STATIONS AND OFFSETS REFERENCE DUVALL AVE CONSTRUCTION CENTERLINE STA 906+56.65 /h°I' s3, S�„_ ALIGNMENT. 46.4T RTC �'! 'r� �c� a CONSTRUCTION NOTES: FL EL436.99 0* ,S. ° 'C?,_ @h' 0 CONSTRUCT CEMENT CONC CURB RAMP TYPE PARALLEL A PER 60 'd' ypP O WSDOT STD PLAN F-40.12-03. SW LD,BR EL43].35 s0., °e- O CEMENT CONC.PEDESTRIAN CURB PER CITY STD PLAN-101. 0°j4P p @j•FD,g .Lh BOW EL437.68 O CEMENT CONC.TRAFFI0CURB AND GUTTER PER CITY STD PLAN-101. TOC EL 437.22 @ a @ °� ° �J O DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02. P P STA906.52.59 I 41,11 ,� �\ CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTION TYPE A PER 53.29'RT FL EL 43772 .ye BOW EL 437.58 L/ WSDOT STD PLAN F-40.16-03. '� P' Q •°• 628, 1 D VALLA EN ENE STA919+47.23 @t5 b. STA 919+25A1 STA 919+42.23 OFF 35.48 RT 3150'RT STA SW EL 418.96 FL TOC EL437.31 FL EL 418.670 3L.3'RTT.96 F STA9D6+50.58q0o0 �L C 4P STA919.33.85 STA919.39.19 3.16@0.95% 2.69'@413% ID,BR EL437.31 TOC EL 419• .17 4. 59.04'RToo� ob OFF36.01 RT OFF 36.18 RT STA 919W9.69 = FLEL437.31 o°o° '°•" SW EL 419.12 SW EL 418.99 © �� 36.57'RT • G °o- @r SW EL 418.85 ., 3.04'07.31% �� °5.]. -_ ..--__--_ _� J. P TOC EL41885 00% 1 �, 3.50'@7.50% Z TOC EL437. �P 150% 0' ° ,, Y, FL EL418.59 R YNI 0 TOC EL419.09 F a @ 1.20% `LD,BR EL437.40 ° ©� 1 ° 111 ` _ ~ ,, ,. s i TOC EL437.81� ^! 2.58'@].80% > ° e °L' 6.68'01.94% * 5.65'08.50% N @, R BOW EL437.60 ° c °°°o ° ' I��( I° El m , R.10' DJ STA 906.49.54 - 4 ° u, 1°. OA I� .i ❑ oo.``� Z i 65.89'RT @' .11 ° .: n r. ME a FL,PC EL 437.59 ' "' / - A 0 J--1 $ BOW EL419.15 5`+ 1.72'@4.00% / 4.73@0.94%� ° S a ° ° VW `\`,'emu '° o. O� TOC EL 437.94 BOW EL 437.98 6.68 1.9 000 s FL EL 437.66 X ---- @ 5%- b'.0.3100.0W4- .'^••+• FL EL 419.07 m BOW EL 419.07 BR EL419.07 --- ❑R STAF41.01 ET //// TOC EL 419.07 • f. @i OFF 41.01 RT 3.00'@ 0.00%J I BOW EL 419.20 2.50'00.00% • TOC EL438A3 Li. a BR EL419.07 WEL419.07 FL EL 437.93 47T 0350% BOW EL 438.50 A DUVALL AVE NE/NE 10TH ST DUVALL AVE NE/NE 12TH ST NE CORNER SE CORNER STA 919+55.89 • 0 ° '� RAM®® RAM®� 45.2fi'E El @ SCALE IN FEET Z SCALE IN FEET Z MATCH EXISTING CURB °° 0 3 6 0 3 6 4 el STA 906.41.25 MATCH EXISTING 4, 7937'RT MATCH EXISTING FL,MATCH EXISTING j 3L- CURB RAMP REVISED DVS 10/1012 15OROV,,,S SURVEYED: DUVALL AVE NE OWNING NO. GRS Ri ]. ,o CITY OF RENTON os, t DRSW„BY. CONFORMED SET 114170045 DESIGPUBLIC WORKS DEPARTMENT NEU By: MEI r3r,E-oe rix TRANSPORTATION DIVISION PROJECT DVS - • CNELF BY: MEK PLAN AND GRADING AID NO 4 ah;,.',f°,Pm? PUN MGR: CMc APPROVED FOR CONSTRUCTIONDATE. E B2011 NE 10TH ST NE CORNER,AND NE 12TH ST SE CORNERS SKEET NO �f f06�4 • NUMBER REVISION DESCRIPTION BY APP. DATE `� '°� ..mc FILE:PU12MR0456RAIn .....+m. BY: DATE:_ SHEET 5OF6 /V,E P= ADA Feature-Parallel Curb Ramp Measurements Contractor As- Phase Bui►ts Database Schema CR-PARA Contract/Work Order CAG-20.065 Date Measured I 4;2023 SR DUVALL.AVE Survey/Feature Status P Measured By W.E.Coates Surveying Milepost N/A A 1 M F:F'status NNW, l Cross Street Name NE 7TH PL Conte _ Station 841 t 74 R MEF Reference 20230223 1 Plan Sheet Reference OR 1 augn NE SW Ge000rtal 47495342 -122 155 Geoportal Instructions Latitude Longitude Accuracy ADA Feature Location Code DUVALL AVE NE/NE 7THP Jurisdiction City Compliance Enter numbers only I Site History New Feature Added to Site Constructed By City )=1 00%,�=2 2e n..tc Measurement Criteria MEF Criteria Diagonally Oriented? Yes Clear Space Achieved? Yes ' Landing pass CSW 1.78 2.00%Max %Max pass CS1. 0.54 .00%Max i%Max Ramo(bM)/02 Landing Remo(ROM)/9 LM2 r- L r--�- LM3 r— 1__ pass W 5.00 4.00 n Min 41 Min RSN2 CSL RSN3 win I I I— rw �. pass t, 5.30 aoonMn nMm cs#2 i // csw'r— 1 �C/S��I__ I Ramp Left#2 [ '—Present? GG �� .. -._-_..__._._..,... 888 pas, RSN2 7.05 B30%Max %Max Coro f J pass C.142 IA7 200%Male +%Max Duller 0B5- �rGB3'OBZ J DW8® -G87 /J � pass Waz 5.50 4.00 n Min jn Min ri , Counter Slope%m r- t.N2 10,50 Intpw1aU914N Enter Grade Break(GB)data In the Table at right. Ramp Right#3 1 J'- Present? OB4 h —Dws-L r—.,, G86 J 1 // Remy\ /R pass RSM3 13.311 8.30%Max 15.�'KMax ... emp nWS._ : DWS-Wr— Qr:,_ ���...../// - - i � pass ('SN3 1.78 2.00%Max I%Max t:Ynt7 . is< :111111 i 0B3-' 082 Curb Gap m r- M0.0 pass WN3 5.00 , 4.00 tt Min 111 Min Enter Color and TypeI•M3 9.00 mfmmatenal in the Table �-DWS{ '" - Curb Gap Detectable Warning Surface Detail Notes: Counter Slope (1)Record the steepest,shortest.or worst case measurement found CS=Cross Slope ,t a)GB musk be flush—record worst case measure of vertical change RS=Running Slope pass S 2.40 L ( 5.00%Max 116 Max over the length of each GB LI)Measure Counter Slope between GB1 and G8 utter,2(Gutter)—If no CSW=Cross Slope of Width g CSL=Cross S of Len m pass CSW+S 4.18 7.00%Max i%Max measure 1 ft.max from G82. bPe 9 (9 Slope arrow Indicates positive read Just record value when both W=Width directions shown. L=Length C lade Breaks (paper farm inter fraction or decimal elan inch) 8)Detectable Warning Surface—see detail GB=Grade Break pass GBNI Flush 0)Measure Curb Gap,If present,between back of curb and DWS Sti=Location Point —measure In the middle (at middle of landing) pass GBN2 Flush NOTES SUBMITTAL REVIEW pass 08M3 Flush i vet,6),i/IV x No Exceptions Taken pass GBN4 Flush 1,// '" Make Corrections Noted pass GB*5 Flush J Amend & Resubmit / Rejected-See Remarks pass cuMG Flush pass GBN7 Flush v IMPORTANT NOTICE:This review - does not relieve the Contractor from responsibility to comply&conform Detectable Warning Surf ce with the Plans, Specifications, and pass I. 6.50 At Least 497 Contract Documents. t' pass W 2.00 DOT- 2.00nMin pass ColorYellow T•Yetow sunny&Osborne,Inca CONSULTING ENGINEERS pass Ty pc Plastic Truncated Measurement instrument Calibrated �ste: Curb Ca Serial Number: B Y T L L Date: 3 3 2 3 p 1002001734 LACM MALLVT 12/19/2022 peas CAI 0.00 1 elf 11 Mdx 11 I' P Or 3' 0 25' S' 047 7- O SIC 9".0 75' 11"-0.92 11 2' 01T 4' 0)1' 6'• 0SO' e'-•06T le--0,1r Form Updated 7/3 1/21)Ia 2 C— ADA Feature- Parallel Curb Ramp Measurements Contractor As- Phase Bunts Database Schema: C'R-PARA Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status oess Measured By WE.Coates Surveyed; Milepost N/A A ? MEF Status %laud ADA JL0Ufb atS (rose Street Name NE 8111 PL. Side Station[47. 5 892+87 R MF,F Rctereace tat Plan Sheet Reference GR 2 ca E W 64015 644. -122.157(teopo'�I J Instructiam Latitude L°ngihtde Accuracy ADA Feature I.ocatioa Cork DUVALL.AVE NF/NERTHP Jurisdiction City Compliance Enter n xnbors only Measurement Criteria ( MEF Criteria Site I listory New Feature Added to Site Constructed By City )-t 00%,Lab=2 2e n ale Diagonally Oriented? NO Clear Space Achieved? Yes 'M" Landing Pass CSW 1.65 200%Max %Max CIO pass CSL 1.36 2.00%Max %Max Re MP Ra01)1t2 Lttoralttp Ramp 0,4 M/1tt , •——lire r-- L -- -+-�--LN3 r Pass W 6.00 4.00 it Min ft Min RUM CtiL RIMS • pass L 4.00 4.00 ft Mln ft Min t. 11-- '�� 1- - Ramp Left#2 -Present? � � LJ. pass RSA2 7,25 8 30%Max %Max girN . `) / / Se'' pass CM/2 1.54 2.00%Max %Max fArttt r �6111 y J 1 `OWS M. �7 ^1 WM2 6.00 4.00 it Min ft Min O -/ `�1 Cou nter Slope%Or-- 1,02 8,20 hilu mall:tat " Enter Grade Break(GB)data in the Table at right. I Rump Right#3 —PiesePI•r Cl84 {r---.1 GEM pass RSNJ 6.55 8.30%Max %Max ossm -,c '. F DWs-W r_ ^ SIP i ... . ., �R / pass CSM3 1.65 2.00%Max %Max erJ4�// l� i GBS 082 curb Clap al)r- �' pass WN3 6.00 4 00 ft Min ft Min Enter Color and Type in the Table "---DWS_L tM3 6.20 Inbrntatlor y cu.b GeD m Detectable Warning Surface Detail Notes. Counter Slope (0 Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope ®GB must be ouch—record worst case measure of vertical change RS s Running Slope pass S 2.62 5.00%Max %Max over the length of each GB 07 Measure Counter Slope between Gel and GB2(Gutter)—If no gutter, CSW=Cross Slope of Width I pats CSW+S 4.27 7 00%Max %Max measure 1It.max.from GB2. CSL=Cross Slope of Length 0Stops arrow loci Pates positive read Just record value when both W-Width Grade Breaks (paper form'enter fraction or decimal ores inch) directions shown L=Length (B Detectable Warning Surface—see detail GB-Grade Break pass GM Flush (p Measure Curb Gap,if present,between back of curb and DWS ®=Location Point —measure In the middle. (al middle of lending) pass G11412 ):lush NOTES • `// V 'J FMpass GRM3 Bash Pass G6 Flesh VPass GBNS Flush pass lrlree Flush pass GRM7 Flesh Detectable Warning Surface pass ( q 0(1 At Least 3 87 n pass w 2.00 2.00 ft Min pass Color DOT DOT-Yellow pas: Type Plastk Truncated Measurement Ioatrerllext Calibrated by: Date: Curb Serial Number: Gap 1602601754 ZACI1 MALLOY 12/19/2022 peas Cr; I 0.00 I 0.17 ft Mex I It I"-0ru' 3"-025 S"-042' r-053' 9'-0.7S' II"-09s' r 2'-0 IT a-033' 6'-OW e--067. ie.-0 Ill, Form Updated 7/.11/2018 ADA Feature- Parallel Curb Ramp Measurements Contractor As- Database Schema CR-PARA Phase Ruins Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status Pass Measured By W.E.Coates Survcym I Milepost N/A A 2 MEF statesi Sian ADA F.Cress Street Name NE 8TH PL Site Side Station 893+52 R MEF Reference Location _�.., �« � Gevoortel Geopt3rlal Plan Sheet Reference GR 2 ! 47.495824 -122.157 Feature Location Code DUVALL AVE NE/NE 8THP Jurisdiction NMI Instructions Latitude Longitude Accuracy AOA Enter numbers only Compliance Site History New Feature Added to Site Constructed By EMI 1=100%.Z2 =2 25 a.etc I Measurement' Criteria MEF Criteria Diagonally Oriented? No Clear Space Achieved? Yes I'''' Landing pass CSW 1.27 2.00%Max j%Max Cont. pass CSI. 0.76 200%Max %Max Ramp(Left)02 Larrdmg Ramp(ROt)N"9 -•.--—UO2(— L i—— _•LN3 J' pass W 6.00 4 00 ft Min I Min rWM2 r- r W CSI f- pass L 4.00 4.W f!Min 'ft Min 1 1 ( � esw'r t �} Ramp Left#2 Present? C 1 (3 �.: [GBe 1�� pass RSN2 6,80 8.30%Max '%Max t �� CSN2 1,32 2.00%Max %Max Cofer (3851 rf383 J{f 1 \ DM for B7 ::::�//' WN2 6.00 4.00 It Min 'ft Min G Counter Slope%f4 I IA2 7.IH Informational Enter Grade Break(GB)data in the Tabletat right r- J Ramp Right#3 —Present? GB4 --t �•—DWS-L�—�^I GBn � t , RamA lamp pass RSN3 5.46 8.30%Max %Max DWS W pass CS#3 1.23 2.00%Max %Max lr711r1111rap" t� 1 GB3 . GB2 - Curb Gap®� pass WN3 6.04) 4.0011 Min 1fl Min Enter Color and Type in the Table DWS- -- IN3 7.30 fillefmabnrt t L Detectable Warning Surface Detail Curb Gap u Notes: Counter Slope 0)Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope m GB must be flush—record worst case measure of vertical change RS=Running Slope pass S 2.38 5.00%Max %Max over the length of each GB, CSW=Cross Slope of Width O Measure Counter Slope between GB1 and GB2(Gutter)—If no gutter, CSL=Cross Slope of Length pass (:SW+S 3.65 7.00%Max %Max measure 1 ft.max.from GB2. O Slope arrow indicates positive read Just record value when both W=Width Conn:enter fraction or decimal of en inch directions shown, L•Length Grade Breaks (paper ) ($t Detectable Warning Surface—see detail GB=Grade Break OD)Measure Curb Gap,If present,between back of curb and DWS da•Location Point pass GBNI Flush —measure In the middle, (et middle of landing) pass (:8N2 Flush NOTES I pass GR13 Hush 4ri / i pass G13#4IV1 r t pass GUNS Flush pass G11N6 Flush i pass GBNI Flesh I Detectable Warning Surface pass L q,1i0 At Least 3 67 n pass W 2.00 2,00 ft Min pass Color DOT- DOT Yellow %'allow pass Type Plastic Truncated Measurement Instrument Calibrated by: Date: Curb CA Serial Number: p r 1602601754 LACti MALLOY 12/19/2022 puss LA, I 0,1111 Tit II max 1 it i" 008' 3-, 025' 5"•042' 7' OStr 9' 0 75' II"•09T 111 3--t'1I' 4"+a 33' n--d SIT e'-d,or to--u.a3' Form Updated 7/31/2018 1- ADA Feature- Parallel Curb Ramp Measurements t'ontractnr As- Database Schema: CR-PARA Phase BuiIts Contract I Work Order CAG-20-065 Date Measured 1124/2023 SR DUVALL AVE Survey/Feature Status Pass Meoorrrerl Ry W r Cum.'s Surveying Milepost tI/A n 1 MEF Status Standard ADA nue Cross Street Name NE 9TH ST Site Side I Station 899+65 R MEF Reference Plan Sheet Reference GR 3 !Locatiop eo ttei 4/,49J9US -ILL 1Sb r+ net Feature l mention Code IA UVALI.AVE NE/NE9TH S Jurisdiction City Instructions LNilude longitude Accuracy ADA Enter numbers only Compliance Site History New Feature Added to Site Constructed Hy 1=11 1 r i 00%.2.25,-2 25 It etc Measurement, Criteria ( MEF Criteria Diagonally Oriented? No Clear Space Achieved? ° Landing // pass CSW I ifl 1. j 2 00%Max %Max Cirb pass CSL. 0.35 4, 2,00%Max %Max Nana(LIMY 02 Lanaftp f R+Mnin/HithU M3 al ,-._v um f"_— --,_.M U83( _._n. ...--a pass W 5.00 ✓ 4 00 ft Min ItMin way. IMS2RS#3 Wei pass L 5.00 l f 4,00 ft Min II Min CSN2+1 �F/ claw 11— IF--- Ramp Left#2 —Present? GL34 -� 0 9e pass RSN2 5.01 %Jr 830%Max %Max .r, t Cali 1 / j / �// pass Cswz : ::: f t DW8 rD !r t3t37 . Pass WN2 il Min Gil Counter Slope%GP{ LN2 7.00*✓informational Fritrrr(;'ado flroak((B)daln to Iht,r:+hlx At rIfett 1-..-- � Ramp Right#3 Present? G84 I DW9-L( --"1 Gm ( 5.29 8.30%Max :%Max Ramp / pass RSN3 _.. Ramp taw ,,5 pyyg.yy /� posy CS43 1.58 s+ 2,00%Max %Max 083 •-/ OB2 ` Curb Gap m r \._ a,, / pass W03 5 00 400 ft Mtn ft MinEnter Calor and Typo In the Table "'''` UWS-L—---. I.N3 8.50 +� Iniormatlonai Curb Gap CO Detectable Warming Surface Detail Notes: Counter Slope (1)Record the steepest,shortest,or worst case measurement found CI=Cross Slope A GB must be flush-record worst case measure of vertical change RS a Running Slope pass S ECM 5.00%Max :%Max over the,arrest of erwir G8. CSW=Gass Slope of Width (.0 Measure Counter Slope between 0131 and 002(Duper)--ff no gutter, fSI -t)m+cc Amp'',nl 1 rn th pass CSW+S 2,72 7.00%Max '.%Max t wtautu t It,max.born G82. ^f 0 to slope arrow Indicates positive reed. Just record value when both W-Width (*actions shown L=Length Grade Breaks (paper form.cm*fraction or decimal Men inch) a)Detectable Warning Surface—see detail. G8 s Grade Break p GtiMi Farah �„i sac Qr Measure Curb Gap.N present,between back of curb and OWS 0=Location Point ` —measure in the middle. (at middle of landing) pass GBN2 Flush Y( NOTES pans GBN3 Flush V/24/1/ pass GB04 Flush ✓e Pass GINS Flush J pass GBN6 Flush ✓ pass G1107 Flush ✓ a Detectable Warning Surf e pass I, 6.00 At Least 4 67 ft pass W 2.00 . 2.00ft Mtn t pass Color Y�pFlo7 av T-Yelow l pass Type Plastic Truncated Measurcal InstrumentrralInstrumentCalibrated by: Date: Curb Gap Serial Serial Nurnhan 1603001734 7ACliMALLOY 12/19/2022 Vann cc: , 1.1.110 BlfitMax , 1t 11•-sot 3'^0.23' 5•-0,42' 7•-0.35' 9'-075• II'...Oar 2•-O 11e 4•-033' 6•'•000. 6 11ar 10'-o,er Form Updated 7(3112018 r./ j ADA Feature- Parallel Curb Ramp Measurements Contractor As- Phase Builts Database Schema: CR-PARA ('ontract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE survey/Feature Stem pees Measured By W.E.Coates Su in. Milepost N/A A 2 MEE Status Standard ADA Cross Street Name NE 10TH ST ® Side StatIOn 906+02 R MIFF Reference Plan Sheet Reference GR4 i ttxatlon SE —allGe00oftal 47.499273 -122.155 Geoponal 1 instructions Latitude Longitude Accuracy ADA Feature Location Code DUVALL AVE NE/NE 10TH Jurisdiction City Enter rxmrtera only Compliance Site HistoryReplaces an ExistingFeature Constructed ByCity t e 1 00%, `Measurement' Criteria MEF Criteria epl 2 =2 26 a,ate Diagonally Oriented? Yes Clear Space Achieved? Yes i,.. Landing —— pass CSW 1,87 200%Max %Max Ramp(Lee)X? 2ar>41rn Romp(R4ptrrl)it9 pass CSL t1,67 2.00%Max %Max I4 —LM2r— L�--1 LM3 --� pass W 6.00 4.00 fl Min `ft Min WM2 REM CSL W RSM3 WM3 1. pass I. 5.(N1 4.001t Min III Min r— �r cawi� r` as �� �- Ramp Left#2 T_� Present? c5412 . O .. ::: GBa pass RS42 7.62 8.30%Max i.%Max Cu l ) / / /� • J pass ('SN2 I,Ju 2.00%Max f%Max Gutter GB GB30 ,, DNS® -u87 pass WN2 6.0(1 4.00 fl Min ifi Min Oif Counter Slope%ad I— 1.42 9,211 Informational Enter Grade Break(GB)data in the Table at right �J Ramp Right#3 l—Present? G84 - DWS-4. 1 GB6 \ / pass RS43 5.73 8.30%Max 156 Max OWS-W r— Romp Remo pass CSN3 1,87 2 00%Max I%Max .�.� r— _. pass W N3 6.00 4.00 n Min (R Min GB3 GB2 Curb Gap CD ��-,.__- 1M3 5,60 Informational Fnler Color and Type in the Table DWS-L - Curb Gap Cl) Detectable Warning Surface Detail Notes: Counter Slope p Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope ®GB must be flush—record worst case measure of vertical change RS=Running Slope pass S 4.99 5.00%Max '%Max over the length of each GB CSW=Cross Slope of Width (0 Measure Counter Slope between GB1 and GB2(Gutter)—if no gutter, CSL=Cross Slope of Length Pass CSW+S 6.86 7.00%Max %Max measure 1 ft.max.from G62. O Slope arrow indicates positive read. Just record value when both W a Width directions shown. L=-Length Grade Breaks A e m form.enter fraction or decinul of an inch) (0 Detectable Warning Surface—see detail. GB=Grade Break pass GBNI Flush (t)Measure Curb Gap,If present,between back of curb and DWS 0=Location Point —measure in the middle. (at middle of landing) pass GBN2 Hush NOTES pass C043 Flush ),/l/i/ / pass GB/m Hush pass COPS Flush pass GB#6 flush pass GB07 Flush Detectable Warning Surface pass I. 5.00 At Least 4 67 ft pass W 2.04) 2AU ft Min pass Color (1(11 DOT-Yellow Venn% pass Type Plastic Truncated Measurement Instrument Calibrated by: Date: Curb Gap Serial Number: 1602601754 ZACHMALLOY 12/19/2022 pass CI, 0,00 0.1/1tMax fl I'-Don• )'-025' 5 -042' 7' 0511' 9'-ohS' it'-092' - 2'v.0,17 4•..0.33' 6'-0SIY E'-067 10'-0e3' Form Ilpdated 7/Ji1201x ✓ C. ADA Feature- Parallel Curb Ramp Measurements Contractor As- Phase Huilts Database Schema CR-PARA Contract I Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALLAVP Survey/Feature Status pass Measured Dy W.E Coates Surveying _ _ Milepost N/A A is MF.F Status smnlrrd ADA Cross Street Name NE IOTI I ST i Side Station 906+21 R MEF Reference Plan Sheet Reference uk4 ,Location SE N j 5x0a111 4/.4992/3 -122.1SS Ciaallana! Instructions Latitude Longitude &mum ADA Feature(.ocatioes Code rSJVALL.AVE NE/NE IOTN Jurisdiction IIIMIIIII Enter numbers only Compliance Site History Replaces an I?xining Feature Constructed Dy City i-1 00%.2 25=2 25 n air. I Measurement) Crawls I MEF Ciller» Diagonally Oriented71 YesJ Clear Space Achieved? Yes t'as Landing pas, (SW 1.63 200%Max %Max Clsao pass CSI. 1.39 2.00%Max %Max Aue(Left./43' aanaggir Fhs/tilpbty ••.-—1.M2 i• L I --IJ--ft-•--LACi f .•-4. pass W 6.00 4 00 R bin ft Min W02 RSW2 08L W RSiA' W13 pass L 5.00 1.00(t Mix 11 Min �j— Ramp Left#2 Norris« ✓ eaw�"— �f OBE a RAr2 8.30%r Max 1%Max Curb \J ` ! ! `-a Yc 3}k,-/° ,� C8M2 200%Met IY►Max DM tili WW2 4,00 R Mte IA Min a -), Counter abpa%m(-- 1*2 ooin,iono Enter Grerha Break(GB)dela in the Table at right �Dwe.(i""� tiles Ramp Right#3 I«-Present? t$B4 0" ...... • _. r-- \ w roes RSS3 5.16 8.30%Max %Max OM :::" DW$-W vase CSN3 1.40 2.00%Max %Max (heat OB2 Curb Rep*r--- \mil ��" ;,a,s Win 6100 4.00 8 Afiau fl Mn Entor Color and Typo In mo Toblo `�- UWS-L.. — Curb Gap OD IA3 3.18 Informational Detectable Warning Surface Detail Notes: Counter Slope (0 Record the steepest,shortest,or worst-cese measurement found CS=Cross Slope O GB must be flushr-rerxrrd worst case rrnresure of vertical change RS=Running Slope 030s- S 4.96 5.00%Max '%Max over the length of each GB. CSW=Cross Slope of width (3 Measure Counter Slope between GB 1 end GB2(Gutter) If no gutter, oreewne I it.pour.hum G82. CSI -r.:rnss akrpe of I cngth Pass CSW+S 6.59 7.00%Max 9L Max C9 Slope arrow indicates poeltro h read. Just record value when both W=Width Grade Breaks (paper form:rotor fraction or decimal of an inch)direottons shown L a Length 11)Detectable Warning Surface see detail GB=Grade Break Pose GBWI Flesh ®Measure Curb Gap,If present,between beck of curb and OWS IM-Location Point -measure In the middle. (et middle of landing) pass GB102 Flush NOTES pass CBe3 Flush T / ::: Flesh pans GB06 Flush pass GBP7 Flush Detectable Warning Surface pass L 6.30 Al Least 4 87 n pnss W 2.00 2.0011 Min pass ColorY1'- DOT-Yellow Yellow pass Type Plastic Truncated Meaaeremeat teeteuraenr Calibrated by: Date: Serial Number: y Curb Gap 160260175/ ZACK MALLOY 12/19/2022 pass CG l 0.W 1 U 1/It Max II I'-e OM r-o,2T 5'-o.42. r-Oat• 9'-075' It--o9r 2'•0.IT 4' 'Dal' a"...050 5'-0.67' 10'-053' Form Updated 7/31/201a / 7 ADA Feature- Parallel Curb Ramp Measurements Contractor As- Phase Guilts Database Schema CR-I'ARA Contract/Work Order CAG-20-065 (late Measured 1/24/2023 SR DUVALL AVii Survey/Feature Stems ease Measured By W E Coates Surveying Milepost N/A A 2 MEF Steles Susdenl AM Cross Street Name NE IOTH S.F Sale Station 906+52 R MEF Reference Plan Sheet Reference UR5 I button NE S Geoportal 47499412 -122.156 Geoportal InstructiQll5 Latitude Longitude Accuracy ADA Feature Location Code DUVALL AV@ NWNE 10111 Jurisdiction City Compliance Enter numbers only Measurement Criteria MEF Criteria Site History New Feature Added to Site Constructed By City 1-1 00%,a20=2.2514 etc Diagonally Oriented? Yes Clear Space Achieved? Vex ''' Landing pass CSW 1.51 2.00%Max ;Max 1 Ramp(Lea)e7 Lending Ranp(R)plrr)A(9 pass CM. 1.011 2.00%Max ,ire Max --Lff2 r— I --1 LN3 I— pass W 5.00 4.00 tt Min la Min Wet RS#2 C91 W RSN3 W#3 pass I. 5.00 1.00 ft Min ill Min 1 r j^- r--- 1-= r- ,_____, csN21(-_— /(. esw'( - __.__11— Ramp Left#2 ' Present G ) Otitair pass RS0/2 4.24 8.30%Max %laux art; 2 J / / �'f ' f ; pass C5N2 1.57 200%Max %Max Duffer Q GB3 JGO`J ` ows® `/OBT pass W42 S,INI (OOttMin �ftMin GCt-i \--Counter Slope%®r- Lag 6.50 informational t Enter Grade Break(GB)data in the Table at right Ramp Right#3 —Present? GB4 ows-L r•---1 OM — Ra>Av\ /R:/rp pass RSM3 7.211 830%Max %Max nws ows-w r- -�— pass ('SN3 1,51 200%Max %Max 411111111111111k. tb r- `\ pass 1VN3 S.INI 4.00 ft Min A Min OB3 GB2- Curb f/ Enter Color and Type in the Table 1u+3 I2.2S Informational Curb Gap Detectable Warning Surface Detail Notes: Counter Slope (i)Record the steepest,shortest,or worst-case measurement found CS=Cross Slope m GB must be flush-record worst case measure of vertical change RS=Running Slope i.'. S 1.87 500%Max %Max over the length of each GB. CSW=Cross Slope (D Measure Counter Slope between GB1 end GB2(Gulley)-if no gutter, of Width CSL=Cross Slope of Length °" CSW+S 3.38 7.00%Max %Max measure 1 n.max.trap GB2. 9 0Slope arrow indicates Genitive read. Just record value when both W e Width directions shown I.=Length Grade Breaks (paper form.enter()Adios or dermal of an inch) ®Detectable Warning Surface-see detail GB=Grade Break pass C Ile I Flesh 5)Measure Curb Gap,if present,between back of curb and OWS ®=Location Point -measure in the middle. (at middle of landing) pass GBM2 Flush NOTES pass CBN3 Flush t.t pass G804 Flush pass GI N5 Flush /)/1/4/7 pass GB#6 Flush pass GBN7 Flush • Detectable Warning Surface pass I. 6.Ia1 Al Least 4 67 ft pass W 2.00 2.008Min pass Cater Il(11 DOT•Yellow Yellow pass Type Plastic Truncated Measurement Instrument Calibrated by: Date: Curb Gap Serial Number: 1002601754 LACt1 MALLOY 12/19/2022 yeas CO 0,00 0.1T II Met I f) I' -ri etc Y-025' 5''.042' 7", 0 SIP 9•..0.73' II'-0.92' .'-O IT P 0.33' 6'-0.50' V-Q57 10'..0333' Form Updated 7/31/2018 ADA Feature-Parallel Curb Ramp Measurements Contractor As- Phase Builts Database Schema. CR-PARA Contract/Work Order CAG-20-065 Date Measured I/24/2023 SR DUVALL AVE Survey/Feature Status HIS Measured By W 1i Coates Surveying Milepost N/A A i MEP Status StuldrdADS A Cross Street Name NE 10TH ST Side Station 906+68 1 R MEP Refereaee intabe0 NE W Ge000rtaI - I fm runt Mao Sheet Reference Gn5 47.499412 -122.156 it" Instructions Latitude Longitude Accuracy ADA Fratorr Location('ndr t)11VAI.1.AVE NRMR.10TH Jurisdiction City Enter numbers only COrtlMIanq Site history New Feature Added to Site Constructed By City 1-I 00%.am=2 25 n.etc 'Measurement Criteria l MEF Criteria Diagonally Oriented? veg Clear Space Achieved? Ye, I"' Landing past CSW 1.13 2.00%Max %Max O' Ramp(4R1 Ar? I tau ..—— L pass CSL 1.71 2.00%Max %Max #2�— L 1 — L 3[ •-—1 pass W S.00 4.0011 Min •It Min FIS#W#2 -w w R603 W#3 pass L 5.00 4.00 R Mn A Min i r-- r-=- I I. cs#z1l csw11 Ramp Left#2 Present G94 a,e Guarpass RSN2 7.51 8.30%Max %Max Gwb J j &\ pass CSN2 1.13 2.00%Max %Max Gutter 01151CO3 /G�f I S V(387 pass WN2 S.00 4.00 R Min f Min O1-� Counter Slope X OD 1N2 7.89 Informational Enter Grade Break(GB)data in the Table at right. —1 1�,��J f Ramp Right#3 ••Present? OB4 OW$-L 1 I ` OB0 �\ / --..__.. _. Romp \ ./ Re rw pass R.CN3 1.93 B 30%Max %Max CMS _F-.. - I / pass CSI3 1.71 2 00°4,Max .%Max C383 tam Curb aP m �` pass WI.) 5.00 4.00 f Mni A Min Faster Cotter end Tyr,.in.hprenio, — 1.N3 11.60 Inbrrnabooal . DWS•L" Cyril Gap ao Notes: Detectable Warning Surface Detail Counter Slope (r)Record the steepest,shortest,or worst-case measurement found. CS=Cross Slope (S GB must bo nuns record worst case measure of vortical change RS-Running Slope PASS S 5.00 5 00%Max %Max over the length of each GB CSW=Cross Slope of Width (0 Measure Counter Slope between GB 1 and GB2(Gutter). if no gutter, C$L-Cross Stops of Length pass CSW+S 6.13 7.00%Max %Max mcuxuto 1 R.area,from GB2, _ (i)Slope arrow indicates positive reed Just record value when both W=WIdth directions shown L=Length Grade Breaks (Paper form.eater fraction or decimal arm inch) (i)OetectaMe Warning Surface-see detail OB=Grade Break pass C.BNI Flush (to Measure Curb Gap,I1 present,between back of curb and OWS 0-Location Point -measure in the middle. (el middle of lending) pass GBI2 Hush NOTES poan CONS Hush ' l ///��� - /� pass GBB#4 Flush V r/J`V ii{/// pass CN5 Hush /J'� pass CBN6 Hush pass CR#7 Flush Detectable Warning Surface pass I. 5_A0 At Least 4.87 ft pass w 2.00 2.00RMin pass Color DDT- DOT-Yellow I Vrilaw pass Type Plastic Tut meted Mswaaremcat lnatrameat Calibrated by: Date: Serial Number: Curb Gap l0O20O1734 IACHMALLOY 12/1v/2022 ).--• Co 0.00 10,I7ILMai; I R i'-0Or 7'-023' 5--041' • T-oSr 9'-0.75' I1'-092' I 2"-o IT 1--air 61-Qon T'-067 10.—oar Form Updated 7/.11/2nla ✓ 7 ADA Feature - Parallel Curb Ramp Measurements Contractor As- „Jtat,ases hero,: clt-I'Aan Phase Builts Contract/Work Order CAG-20-065 Date Measured 1;24/2023 SR DUVALL AVE Survey/Feature Status „.r„ Measured By W.E.Coates Surveying Milepost N/A A MFF Status s a+tard ABA Cross Street Name NE 10TH ST s to Side Station 906+12 L MEF'Reference Plan Sheet Reference GR4 Locanoll SW r. ) Ciegallial 47.499274 .122.157 C'eOP°n0i instructions Latitude Longitude Accuracy ADA Feature Location Code DUVALL AVE NE/NE 10111 Jurisdiction City Compliance Enter numbers only Site History New Feature Added to Site Constructed By City 1=1 00%.a20=2 25 ft,etc (Measurement Criteria MEF Criteria Diagonally Oriented? Yes Clear Space Achieved? ties i>•n' Landing pass CSW 1.32 200%Max %Max GTMb pass CSI. 1.09 2.00%Max l%Max 11l Ramp(Le)02 Landing i Ramp(Rght)AK? -I—Lag I` L r— L#3 r— pass W 5.00 4.00 ft Mn Ift Min fwa� R CSL2 r W R �s nays I. s.2o 4.00 It Min ft Min csea r ,_G,� csw� .c�c 4 — Ramp Left#2 [Present S p:y>, RSx2 3.82 8.30%Max %Max I fir Ni., _// } ( I.a�S CSk2 0.99 2.00%max i%Max Gutter GB&V -GB3 i DWS® �137 -J �/! ns Wk2 5.1W 40011Min in Min Oil \- Counter Slope%(3)r-- 1M2 • 8.60 Intonational Enter Grade Break(GB)data in the Table at right. Ramp Right#3 ForPros«n 004 H-DWS-L 1------1Gee Ramp Rar++P sisal13.30%Max I%Max DNB'..',; . (i. DWS-W� % r 44:1. CS#3 2.00%Max lb Max a /mil\"�1• 1 ` WO 4.00111lYI l flMin GB3 J GB2 Curb Gap el— .•<�,` j Enter Color and Type in the I able Detectable Warning Surface Detail - DW S-L > - 1/3 klbnn Vomit Curb Gap(6) Notes. Counter Slope O Record the steepest,shortest,or worst-case measurement found CS=Cross Slope (()(38 must be Push-scold worst case measure of vertical change RS=Running Slope pass S 4.45 5.00%Max I%Max over 1'.e length of each GB CSW-Cross Slope of Width (it Measure Counter Slope between GB1 and GB2(Gutter)--if nogutter, CSL Cross Slope of Length pa :-. CSW+S 5.77 7.00%Max j%Max mreasuro 1 tt max from GB2 +,Slope arrow indicates positive read Just record value when both W=Width � Poan enler tracie+or decimal Viet inch Grade Breaks (piper ) directions shown. L=Length C)Detectable Warning Surface—see detail. GB=Grade Break (,Rkl Flub air Measure Curb Gap,if present,between back of curb end DWS 0=Location Point —Measure in the middle. (at middle of landing) pas, GB42 Flush NOTES pa•:', c0k3 Flush I / p.,s,-. GBk6 Flush CB45 Flush CBk6 Flush GB47 Flush Detectable Warning Surface I. 6.054At Least 4 87 ft pass 1V 2.00 2.0011 Min - pass oter UO I CiderDOT.Yelaw Yellow pass 'Type Plastic Truncated Measurement Instrument Calibrated by: Date: Curb Gap Serial Number: 1602601754 ZACHMALI.OY 12/19/2022 i,.,5n r S I U.00 10.17RMax I tt 1•=0.08' 3'-0,25' - 5' -042' T OSa' eii-0TS. II' 092' a•-o.tr 4'."0.33' a- use' a'-OPT 10•=0a3' Norm Updated 7/31/201a -/ 10 ADA Feature- Parallel Curb Ramp Measurements Contractor As- Phase Builts Database Schema: CR-PARA Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALt.AVE Survey/Feature Status peas Measured ny W F.Coates Saturate Milrpnct N/A A 7 MEE Status srandrrd ADA Cross Street Name I2TI1 ST She Side Station 919178 L MEF Reference Plan Shed Reference GR6 112:11PJW IIIIIII cnnnnrtal 47.502998 422.157 r tr+pertal Instructions Latitude Longitude Aeciaiiiy ADA Feature Location('ode DUVAL.AVE NE/NEI2TH' Jurisdiction City Enter numbers only Compliance Site History New hcature Added to Site Constructed ByMI= 1=1 00%.U4=2 25 ft etc Measurement' Criteria I REF Criteria Diagonally Oriented? Yes Clear Space Achieved? Yes ('a" Landing • pass ('SW 2.00 2.00%Max %Max Curb pass CSL 1.59 2.00%Max %Max flan*(Le4JA7 Larding Rwns(NAVA(p t —Lt12 r` ......-._L�•"'-- -__.__La3 r- (—... pass W 5.00 4.00 ft Min ft Min W#2 R8a2 CSL w i2S#9 WH'i pass t, 5.00 4.00 ft Min ft Min ` cswII 1---- (-I f j i. Ramp Left#2 Present f cse2(� s3 .. 1 Cai pass RSN2 663 8.30%Max °/,Max 4,0 `/j � J f �� 1 pass CS#2 1.26 2 00%Max %Max GuMar ((- Gaew O63 018IY , \DM�l 0(137 ief pass W#2 5.00 4.00 ft Min ft Min C 1 Counter Slopo%to r— 1.02 11.00 btomtabonal Enter Grade Break(GB)date In the Table et;.vnr Ramp Right#3 Present GB4 j i---DWS-L�--- C Gee ' r-w_____._..____ J. � pas. RS#3 I.d5 0 30%Max %Max , pass CS#J 2.00 2,00%Max %Max GB3 GB2 Curb Gap m F.— ,t N. _ \ pass �YMJ 5.00 4.00 ft Min ft Min Enter Color and Typo in the Table \ nws-L - L;urb Gap(1, 1J13 6.00 kilofmational Detectable Warning Surface Detail Notes, Counter Slope (ii Record the steepest.shortest.or worst.case measurement found CS=Cross Slops (D GO must be flush—record worst case measure of vertical change RS=Running Slope pass S 0.54 5.00%Max %Max over the length of each 00- CSW-Close Slope of Width m Measure Counter Slope between GB 1 and G82(Gutter)—if no gutter. CSL=Cross SLengthpass CS W+S 2.54 7.00%Max %Max 1 It measure .max.from G02, lope n/ O Slope arrow indicates positive read Joel record value when both W-Width Grade Breaks (paper Form enter reaction or decimal or an inch) directions shown. L=Length IS Detestable Warning Surface—see detail GB-Grade Break pass GBMI Flush to Measure Curb Gap.If present,between back of curb and OWS A-Location Point —measure in the middle, (at middle of lending) pass GB#2 Flush NOTES pass GB#3 Flush / ,l , / pass GRIMFlesh V �N /vim pass CBNS Hush pass GB66 Flush pass GB47 Flach Detectable Warning Surface pass 1, 6.00 At Least 4 67 n pass W 2.00 2.000Min pass Color DOT- DOT-Yellow pass Type Plastic Truncated Meaaureuteut Instrument Calibrated by: Date; Serial Number; Curb Gap 1602601754 7.ACt-tMALLOY 12/19/2022 puss CG ( 0.00 10.17ftMex I Il IA i'�00r 3•-0.25 3'-0.47' 7'-oar 9'-075 11- 092' r•0IT P-033' 6•-e eP a- 067' to- oat' Form Updated 7/31/2018 ✓ t( ADA Feature- Parallel Curb Ramp Measurements Contractor As- Phase Builts Database Schema: CR-PARA Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DIIVALi.AVF. Survey/Feature Status Pass i • Measured By W E Coates Surveying Milepost N/A A / MEFStates st.raedADA Cross Street Name 12T11 S'f [ Site Side i Station 920+15 L MEF Reference Plan Sheet Reference GR6 1 Location NW F. I S722121341 47.502998 -122.157(rdoixxtal __ — instructions Latitude Longitude Accuracy ADA Feature Location Code DUVAI.AVE.NE/NEI2Tf11 Jurisdiction City -Compliance Enter numbers only Site History New Feature Added to Site Constructed By City i=1 0o%,z,y5=2 25 tt,etc j Measurement Criteria I MEFCdbda Diagonally Oriented? Yes Clear Space Achieved? Ycs ° Landing pass ('SW 1.57 2.00%Max %Max pass CSL 1.45 200%Max %Max Ramp(LeR)A(? LawdiV Ramp"phi)IC9 ---UM2 r— —L r--� L#3 f f--+- pass W 5.01) 4 0011 Mtn ft Min WX2 RS#2 CBL W RS#3 WM3 I I I r- r— 1— pass S.INI 4 00 Mn ',Min cya,2 (---' CSW� � Ramp Left#2 Present v/ ,c..1 W � � � - Gt38A pass RSN2 7.0S 8.30%Max %lath • �Ir('(1 1 j / ( \ t / pass (7SN2 1.07 2.00%Max ,%Malt L OB OBs J J/ DWB� vG87 Gutter 2�/` pass WN2 501 4.00ftMin flMin Gim'-, `Counter Slope%®r— 1.02 9,80 Intanna%nal Enter Grade Broak(GB)data in the Table at right Ramp Right#3 Present GBA 7 ow r—---I O88 RSN3 3.62 8.30%Max ?'%Max /mF\ Romp pass- ss tNF15 pW9-W r— ` pass ('SN3 1.43 2.00%Max %Max 0r 083 -/ GB2 Curb Gap M r— � ��.T pass WN3 5.511 4.00 fl It Mix Enter Color and Type — 1I13 9,8t1 Inbrn1a1011N in the Table DWS-L` --Curb Gap p Detectable Warning Surface Detail Notes: Counter Slope m Record the steepest,shortest,or worst-case measurement found CS=Cross Slope 0 GB must be flush—record worst case measure of vertical change RS=Running Slope pass S 2.57 5.00%Max iM1Max over the length of each GB. CSW=Cross Slope of Width (r)Measure Counter Slope between GB1 and GB2(Gutter)-If no gutter, CSL Cross Slope of Lengthpass ('SW+S 4.14 7.00%Max %Max measure 1 ft.max from GB2. C)Slope arrow indicates positive read Just record value when both W=Width directions shown. L e Length Grade Breaks (Pane form ante fraction or decimal of an inch) (S)Detectable Warning Surface—see detail. GB=Grade Break pass GBNI Flush CO Measure Curb Gap,if present,between back of curb and DWS 0=Location Point —measure in the middle. (at middle of landing) pass (;ItN2 Flash NOTES pass CBN3 Flush 741117 pass (:BN4 Flush pass CBNS Flush pass GBN6 Utah pass CBY7 Flash Detectable Warning Surface pass I. 5,011 At Least 4 67 ft pass W 2.00 2.0011 Mn pass Color UU'f- DOT-Yellow 1'rluw , pass, type Plastic Truncated Seasurement Instrument Curb Cap Serial Number: by: Date: 1602601754 ZACII MALLOY 12/19/2022 pass CG U.UO 10.17 ft Max I 1 1' 008 3'-025' 1" 042' '7 -058' 9"-075' II' 097 2" 0ir 4' 03e . 6'.-0,50' a"-o67' 10' 0SY Form Updated 7/31r201a , ltEi- 12 ADA Feature - Parallel 1-Direction Contractor As- Curb Ramp Measurements Phase Builts CR-PARA-I DIRECTION Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status NIL i Measured By W.E.Coates Surveying Milepost NA A 7 MEF Status' liatMEF ' Cross Street Name NE 12TH ST 1 Site Corner Station 919+55 R MEF Reference 214-1779-045 Plan Sheet Rekreace GR5 WO=SE N gigaldi47.50292 -122.157 Geoportal Feature Location Code DUVALL AVE NE/NE Jurisdiction City Instructions Latitude Longitude ADA Enter numbers only I Compliance Site History New Feature Added to Si Constructed By City 1=1.00%,IA=2.25 a.etc Measurement' criteria I IMF Criteria Diagonally Oriented? No Clear Space Achieved? a/a "Bs Landing FAIL CSW 9.30 2 00%Max 8.31%Max Top Area Rwrrtp Landing tir?^• If pass CSI. 1.57 2.00%Max Max% tr -l� -Dr GBt pass Witt 5.00 4.000Min liMln CS/ ,, RS W ., tom. GB2re- �j 4 t788 rAeseest pass D81 8.30 4.00 ft Min ft Min cswcar-- � . �( cs � `� Ramp emummai t�t►�mimmimw_u-I ppass RS 1 7 8.30%MaxGum. Gee 085 084 .5 Ma %Max OWS to Counter(Slop.%CO Ii pass CS 1.45 2.00%Max %Max I 4 Crosswalk I t I pass L 8.30 15.00 ft Max ft Max Dt-W-s�-w J �...�� I Enter Grade Break(GB)data in the Table at right. Top Area Curb Gap m informational CSI. 0.08 Iiif mew. ®CI � pass CSW 200%Max %Max r-I L ..... -� 084 cue G4Mler pass Wag 5.00 4.0011 Min ft Min .�>•111111MI With suffer Counter Slope May serve only a single Enter Color and Type In the Table crossing,parallel to roadway pass S 3.27 5.00%Max !%Max Detectable Warning Surface Dean pass CSI.+S 4.84 7.00%Max I%Max Notes: 0)Record the steepest,shortest,or worst-case measurement found. CS-Cross Slopo Grade Breaks (paper form:enter fraction a decimal of an inch) dJ GB must be flush-record worst case measure of vertical change RS=Running Slope over the length of inch G8. CSW=Cross slope of Width pass GBH Flesh a)Measure Counter elope between G131 and OB2(OuWr)--If no gutter, CSL-Cross Slope of measure/ft.man.from 082. Length a)Slope arrow Indicates positive read. dust record value when bothW=Width pass C.11a2 Hash direction*shown L-Length (0 Detectable warring Surface-see detail GB=Grade Break pass G8a3 Hash 0)Measure W t attire bottom of the ramp.W2 at the top. ®=Location Point 0)Measure rti Oalp.1! rent.between 084 and DWS (at middle of lending) measure Cu:tln.Mddle pass GBa4 Flash pass GBNS Hush NOTES pass Goa6 Moab COMBINED AMP D LA DING j✓//,4" Detectable Warning Surface pass L 5.00 AI Least 4.67 ft pass W 2.00 2.00 it Min pass Color DOT DOT-Yellow I V,IM^ pass Type Plastic Truncated Measurement lmttwateat Calibrated by: Date: Curb Gap Serial Number: 1602601754 ZACH MALLOY 12/19/2022 pass CG I 0.00 I 0.17 ft Max ft t"-0.08 r-o.173"Q0.2'4 _o.33'sa-a4r6,-t1.50'r"o.se B'-0.6T9'=o.7sio 'o.83' II•-o.92' Form Updated 7/31/2018 k-/ I ADA Feature-Sidewalk Measurements Contractor txul xlMK Phase As-Hunts , 11:11171 SW-INTER Contract I Work Order CAD-20.065 Date Measured I/4/2023 Sit DUVALL AVE L , Farm SIAN.' 0.4• Measured By W E Coates Slurrying MF:F A1.tu, u°.t4.+n"- Street Name DUVALL AVE SY Side MEI,Reference ---_ - Plan Sheet Reference Rish. W 0RID N Feature Location Code RDI SIDE WALK Jurhdktion city Meatus morons teem dell on this form ire fir tine side onh. Site Hillery Replaces en Existing Feature Constructed By Private Do Out mot utr9surcntrnts from both Aides ou the same loin. I °ft Instructions Sidewalk Width(SWW) Cross Slope(CSI Accunw E num65ts or* Meaaluament Measurement t•to0/L jjA•2250..k ADA - CURS --,,k Location Sidewalk AO*CO"'atla1Ce REF CMOs M CamsA."• 14Ef crwa. r 1 6 L.dtude L..ptttde 34.4w. MP Cb.r.cteri.tk. J'"cl1O" 4.00 ft Min LW%Max erssmL- 10s pass 47486925 -122 15651 50.04 NA I Sian.1`.L . 6.00 i AMe 1.42 i%Max _ Pas' 47 488925 -122 15651 51+00 NA �""t 6.00 INN I.N IAllnt BtOBWALK ].Natal CURB pass 47 408925 -122 15651 51+19 NA 6.00 !, AAMa 0.69 %Rex wommummoommomempoom. r. L jpa 47468925 -12215851 51M3 NA 6.00 I akin 114A2� pass 47458925 -12215651 61e84 NA 6.60 AMn tt la I%Ma 11111111 8WW 1Cs■� pass 47 488925 -122 15651 52.26 NA 6 F.m.rS.kw.tL 5.40 AIM IX ' %Max rr kilt Amax 51UEWALK OBSTRUCTIONS 1 AYY I -- 0I llwn ixMa~ 45 I— ;%lux r Tot I .Alin %Max tltIM71Ci ) BHfBft g 1f.1i7Ltc71 SW %Ma.. [K I-� n Mn ;%Max — - : AMa i%Max .41 WAIL ' IIMa• 1,tt a Dot ■rFI ana� A ,:ill IIMn 1%At. c� IMIBILATI S7 Ma %Mu AMn !%M.x i 0Mn j iB Mw 4a -- nr. . 4i } AW %M1a 1 ■N4"r d:7 tAl AMM Nret [� zakLill aUt.7a:/1lS Ali Ma• Afl AMR Yu • 1 _ - AMa %WI ■MF".f.i 7ri7 MMn %We Ikea %Alit NOTES i 0Mn !Mtge NX }IMn Ix Mu Akt� t%lux Akn tan j AMW I%Mw NW IBM.. A Alm %Mat l a Min 1:111a 1 Mm litai 5 Mc /VAS Atn,°rrr11.M famm Nti (•aNbsaed by: %Alax ?rr"1 Number: t ZACII MALLOY nMx, 1602601754 PM.: 12/19/2022 Ist. %Attu ,. P-PIS 0--aar )•As - r•a7) it pST 2.•err 4•-01r A.-097 r'•B47 IM-ass Furor Upd.r.d 1 7AIRnja 1I/- ADA Future-Sidewalk Measurements Contractor Database SW INIhR Phase As-Dolts Schema Contract/Werk Order CAG•20.065 Date Measured I/24/2023 SR DUVALL AVE L F•..n States ass MEE Statue s..aJ"a ADA Measured By W P.Coates Suneybly P Sham*Name IIIIVAI I AVF r V1i Sidc Plan Sheet Reference AD2-1tD4 I Loes4lon F I 0 Feature Location Code SIDEWALK 7T1i•9T11 Jurisdiction C91 SINIMirr:mrntc rceardrd or th):form arc for onr Mde only. Ito nal mlt mcnanl melds From both tides on tile tante NI In. Site IlMtery Replaces en Cxauing Feature Constructed By Ctty Utrupun Sidewalk Width(SWW) Cron Slope(CS) Al yiyiiuMiv)u Orman Gentorkt Enle.numbers etaY I.I two,Lai e a 7a k aY naaStitO al I Menurelneal CURB- Location Sidewalk NIA Ca ala'rra sun NEC C.IYAe C°n`e NEC Cri44a Milli■ latitude Unshod. Mallon MP fheraHeri+liradi" 400R MI. 2.09%Maa / Iwo 12215649 892i21 NAM.a.harrow as II Mks coo NO Palm 17.1086M -12215610 003+27 NA 6.00 ONE 1.23 %Max Mravarnom CURB SIDEWALKpa+. 47496639 -12215649 694+05 NA ak...w..a..I 6.011 AMin 1.01 %Max i(/ / pets QApM39 •122.15849 694N57 NA LE 6.00 0Mr 1.14 '%ManPeas 47.190639 -12215619 004.M NA COO AMYL 0.97 %Max Elle■� �.. 17+91R139 •12215019 695+79 NAMexermaxam 6.UB aMn 0.92 %Mat pans 47 496639 •122.15649 605+91 NA Ali P;alma r COOAMM 0.90 %Max SIDEWOLX ,pass 47.490030 -122.16649 096W4 NA �� 5.00 • 0MIn 1.26 %Mac MraOBSTRUCTIONS inane /7/96639 -122 16849 e06.73 NA ho.m...all 6.00 A Wn CM it Ws 2 banal mama 47.496639 -12216640 097.25 NA 5.00 aMin 1.15 %Mac .42 8 pass 41496639 -12215649 997.82 NA fna.etaMi.l 6.00 hMn 1.30 %Mae bawd .4a peas 47490639 -122.15649 096.61 NA Mh 6.00 aMi. 1.55 %Max e4t.�M " i,�r pass 47.490639 -122.15640 B99*10 NA 6.00 IMin 1.64 %Melt !.!L:a:'71:M (yt� AMYL '%Mu r A Min %Max n Min %uax WALL 411 ��!�--� iii nMm %Max Luau ` rAnsrrn-y77717 A Min %Mac " f Inn %Max 4 4; AMtn %Max r lini ` AMin %Man a1`,,:;:I7aa ; AMn %Max Icuss is!!.:Y;_tr7 R�r::. AMU %Max A n MN %Max r �\ t{% n MN la Um f•:T..‘ AMR %Mr A MIA %Matt NOTES 0 /� J Min %Max V/ /Al / II a Min %M ��j,// AMN %Mu A Min %Mar AMYL •%Max n Min %Mac A Min %Max A Min %Mat A Min %Max NW %Max Memnon.billemmint C.Nf rahtl by: a M n x Max 5e.ial Noah.: Mal 160260I764 a1 s 12/19/2122 a Mn %Max r-•SW r•97 7--OAT 70e/ r-67Y Ir-Ile ' r^9te C..M' c.o. r•a6'r 1w-OP Fans Updated 7A I11018 ADA Feature-Sidewalk Measurements Contractor database Phase As-Builts Schema SW-INTER Contract/Work Order CAU•20.065 Date Measured 1/24/2023 SR DUVALL AVE R form Stales Pass Measured Hy WE Coates Siovuseig MOP Stales saxdam APA Street Name DUVALI.AVE sit. Side owl Rsfcreoce Plan Sheet Reference RD4.111/5 Locatwp E. l 0 Feature Location Code SIDEWALK 9TH-10TH Jurisdiction City Sicasut esments recut ded on this form ai a for one side only. Site IIl.tory New Feature Added to Site Constructed Be City Oo not ilk measurements from both sides on the same form. Geopon . lnstructio�,c Sidewalk Width(SWW) Cross Slope(CS) MfrY14Y Enter murnbara°rey Maaeur.ment Measurement 1•i 00%.2/r.225 a.ak CURB . Location Sidewalk ADA Compliance 0.50 MEF Cdpd. toown.n°P MEF Cdte1N Latitude Lanplerk Station MP Characteristics 0bstrocir.o 4.00 ft Min 2.00%Max M 5N^7J lt:s rpass 47490419 122.15644 900+43 NA 1 Sano(yxkx•n 8.08 I RMe 0,50 %Mai. 16A.,rd '� - i ......_ _.... pas's 47 498419 -122 15644 900+87 NA COO '. 1140 0.89 %Max Kaionaneni SIDEWALK :tMa.i. ... CURB e pass 47490419 -12215844 901+37 NA lkam..ned 6.00 AMit 1.03 %Max / , r ,maimammamman peas 47490419 -122 15644 901+86 NA 1a6ria1 660 ft Min 0.31 %Max rlrr li//1/ pass 47498419 -122 15644 802+37 NA Mr umnote tske.uvwvw 6.00 11Mn 0.68 %Max �� ■� ass 47 4B8419 -122 15044 902+87 NA tuw..i p Akn.uexxa 6.00 ft Min I.UO %Mac pass 47 498419 •122 15644 903+29 NA 1 ttanxxi ,�„ S.UU NMu+ I.53 %Max _.SIDEWALK `!w`rr,t pass 47 498419 -122 15644 W3+07 NA Ma�rut tMta 6.00 0Mi 1.54 %Max OBSTRUCTIONS pass 47498419 -12215644 904+36 NA ``itl°"'`A1.,r,uem¢tt 6.00 AMn 1.05 %Max puss 47498419 -12215844 904+90 ' NA �"""'1 5.00 ft Mal 1.46 %Max 00JFC7 xtor.ura4n pass 47 490419 -122 15644 905+44 NA z inwr.+t art p• Mw.uiemam 6.00 AMin 1.03 %Mu <4A !I Min %Max rialWiSIVIMEMI A Min %Mac • 9 Min %M. tan _`... WALL AMa1 %Max 4 , � I10417,iR:i A ^1I AMi! %Max C 3ta ft Mil %Mac / { Akan %Max r tan 60461', . t }R Ws %Max 11111 <*1 Rw _. i n %Max itt RAW dra 7:TM ... AMln %Mu a Min %Max x tan Alin %Max 1"_ <� t AMe %Mu isdi`t41raL711ta• i SMn %Max A Min %Max NOTES L Awn %Max 1:: %Max%Max 116181 %Max Awn %Max A Min %Max A Min %Max A AAs %Mu ARAM %Mar. 1 RMn %Max SIeaxafnrni tosirunreot (mitiraird by: Serial Number: ZACH AIAI.I.OV AAAn %Max 1602401754 slate: 12/19/2022 _ ' 'Mat %Max 1' itei s--u i- s•.44r !'-6!e r--atr it'-Oar .r-O P 4••aar G. 0a0 w•06r rr-Oar Fare Up4.ied 7/3 1201a ✓ (fin ADA Feature-Sidewalk Measurements Contractor DatldMce Phase As-Bunts Schram sw-tNrEll Contract/Work Order CAG-20.063 Date Measured 1124/2023 SR DUVALL AVE L Form Status Pau Measured By W E Coates SwvoyAlk_ }��,,_IP�� MEF Stalin 0i..1. AM CI.w4 Name tot IV Al AVF P s>xal MdC WE Ref erfmrp Matt Shell Reference PD3 1.9catton W I 0 Feature Location Code SIDEWALK 9TH-10TH Jut iadktlan Cuy ,flea ouresmcate rrrordcd mu skis form arr for::nc aide onto. IN,net Om measurement%trees both Odes r%e the same M1 ns. Site History New Feature Added lu Site Cdutrected(ly C il} Geoport !�� Sidewalk Width(SW W) Cross Slope(CS) OMOOS ham glow Enter muabveonly Measurement Meaewelaent CURB Location Sidewalk AtIAceeeenee. ADA MEF Clitoris Cw"*". MEF COMA. alionneenna Latitude Longitude Station MP Charaelerietiee Obstruction 4.e ft Mkt LOG%Max IIINII■� WA,SI pea 47.499923 122.15675 903+28 NA m. R 5.00 ftAMr 0.67 %Maz tans 1749M23 -t2215875 903+eB nu1 'Kemal Moron el 500 antra 0.79 %Max --SIDEWALK 47.498923 -122 15873 904+49 NA CURB t s m 5.90 f* 1.21 %Max peeulainimuomemandmommonmomannagn 17.499923 422.15875 005+04 NA , 1 5.99 liMK CM %Max xwtrA rmna sterns 47.498923 -12215875 905+54 NA xkarn nxl 5.90 *MN LSO %Max 1111111111■ 5MK %Max A Mtn %Max BIOEWALK A Min %Max OBSTRUCTIONS IIMi %Max n %Max C <4a aMn0Mt %Max `'n A Min %Mu E!P^t^?17 nMM '%Max VA/NO 56611 '%Max n Min %Max WALL ft lA n %Max 411 I II MK %Max tit ?7 ij7:1”..a7 r AMin %Max L•' a Mn %Max n tan %Max ` S It? s apt 9Mm SUm f<7:%2'.'19'i I antra %Max AA ICU/X'27.14:1111 a Mln %Max -40 %Min %Max '\, ��- !Win %Ma E:Th;;•^-n;81 aMin '%Max n Min %Mu NOTES no, n Mn %Max //v �� I It Min %Max aMK %Me A Mb %Max 1MK %Mu A Min %Mat n Min %Max IIMA %Mu non %Mu at& %Max Airaarearnn Ix+trrwrret ' Serial Number: Catikrattd by: ZACH MALLOY Pi* %Mac 16020017%4 Dates 12/19/2022 nMa %Max e• .M r-.s. -.o c-.w -. n-. - ar-.w r Bart .'-air 4".ON Fr-Oar I4--6Q Form Upd.eed 7/311201a V 17 ADA Feature-Sidewalk Measurements Contractor Database Phase As-I3uilts Scheme' SW-INTER Contract/Work Order CAU•20.065 Date Measured 1/24/7023 Sit DUVALL AVE R J 1orreo Siat.s cw.a Measured My W E Coates SurveyingMPF Maim •,»nu,.+,s, Street Name DUVALL AVE aa Side MEP Reference Plan Sheet Reverence RDE-RDo r&s...tkr. E 0 Feature Locution Code SIDEWALK I0TH.12TH Jurisdktion City Alcastrresnients recorded on thin form ore for one side Duna Site History New Feature Added to Site Constructed By City Do dot mil measurements front both sides on the same titan. Geoport .al Instryctbna Sidewalk Width(SWW) Cross Slope(CS) Z3450041 graalii EN.nembsts only 1-1 00%226.2 25 a etc Measurement Measurement ADA ((( CURB Location Sidewalk ADA Compliance comoxana. ( Obstru<don MEF Client CH Criteria t - T i latitude Longitude Station MP Characteristics T re4.00 ItMin 2.00Y.Max 5.50 Main O.SI. %Mas 44 rri -`n SiNW CS peas 47.502136 -122 ISti53 912+87 NA s1.r��nw , pass 47.502136 -122.15853 913+59 NA 2 k'''ohecosmr''l r 5.00 AMu 0.94 %Aisot CURB SIDEWALK pass 47.502136 -122.15653 914.27 NA 7 644"4 e1`. 5.00 AMti 1.03 %Alu iimmaimmimm�� �� /,/�/�/� Pass 47.602138 -122.tti&13 974r53 NA Meahaa,�4 5.00 AMti 1.26 %Ma or Ot1FFER ii ii Nil pass 47502/35 -12215853 915+44 NA s4..+,.x4ae 5.00 AMti 0.91 %Mu ■ Pass 47 802190 -122.15853 918+23 NA t L+, 5,00 AMIn 0.93 %MatAkwnnew pass 47602136 -122.15553 917+52 NA 't's'n'i 5.00 *Mtn 0.99 %Max &OEWALK pass 47502135 -122.15858 918+22 NA 7 W 5.00 AMn 1.I7 %Mae OBSTRUCTIONS pass 47502136 -122.15653 918+87 NA tw w t L , 5.00 AAI97 %Max + r30JE CTAAM I %Max ` •rt...� AMin %Max �� _ 4rt � A10n 1%Max rt41r Man !it Max null 1124121.271,111:111 A Mn loam . r A Min %Max tttt-� .aft 1 r WALL II Min %Yax �:?UT4;714:i AMm %Mu -,A1K. AMM %fit mil itMin %Ale <4e _ Anti %We TIN •Mt NUM %Mac •:.._ AMin %Mu Emil 115III/14":7.11:5111 �liia.'.i1E� ' ... It Alin +%Mu r i , 4A KM4%Max r indiat.itavartaw _ - AMin I%Max NOTES AMn i%Mar A Min r 7;3/ / AAPo, t%Ater AMin %Max AMh 1%Max A Min NAVIN fMin I I%Max It Min %Mu A Mi n n i%� A Min E%Max astmeereat Inulnemenl #..Al„bSerial Number. ( a_ y: ZACH MAI.t.OY AMin '%Mu 1603501754 Ostia 12/19/2022 Min %Max r-.Dr r-an it--.ter 2"-ale 4•.03P P-OW M-Oar W-eat Vora Upda1 6 ADA Feature-Sidewalk Measurements Contractor Database Phase As-Builis sckwo SW-INTER Contract/Work Order CAO•M-065 -Date Measured 1/24/2023 SR DUVALL AVE Form State., can Measured By W E Coates riewer st .._ 4t� Ml:FSlatur. wt1114Atu CI root Na.w. r1llp iall ♦VG $IdC MFF 8.46v606. Plan Sheet Reference RU8-RD9 I WINS E —0 A feature Location Code SIDEWALK I2TM-SUNSE1 Jurisdiction City lleneuicroarni.,,.++,;fit1 n.,this i,,,.....re ftr one side 1u t;. IS,nil mix measut maw,horn both title%on Ike NARK*lorm. Site Military New feature Added to Silt Constructed•y Citk uex5o1 Sidewalk Width(SWW) CrossSln Slope Jd Instructionsp ) AgIl.. EMn. only Measurement Measurement j•{.9i%,j�•T 25 0 R.ek t:URM -. Location Sidewalk MA Comp,I.nc. ADA MU Match Compli.nc. MEF CrIuda Latitude Lbeailude Siallon MP Characteristics Obstruction 4.00 ft Min 2.00%Max I t Ir....1 5.R11 nMi„ 0./9 %Max M•x 4'1504564 1)J 1567R f110+44 NA tiav,urm.nl al ea.,, 47 504564 -122 15678 922.40 NA ''"i"� 5.011 [I M 11,97 N M., xM..a..,nm. SIOCWAt fC GURU .. p4x W•: A75015 •12215878 a24a50 NA Mrtratanhnll 5.n0 aiEGin 0,89 %Max //willionommumet emom pot 47 504564 -122 15878 925.08 NA x4n..x..rM.N 5,100 f1 M4t 1.15 %Max ��� � aes :wawa a 47504584 -12215678 925487 NA nsen+.eac.a 5.00 Rb+io 0.99 %Ma. RENE,■� paw• a7504584 -t T215678 927+10 NA 7..oat 5,IK1 ntlio 0.80 °k M.1c xk.,..eaMa fl M n %Max SIDEWALK R Min %Max OBSTRUCTIONS flMin 'A Max ORJFC,7 11 Min ?/.Idax _ - ft Mtn NM.. 4q d z art 11Min '%Meat I SIDEWALK _....,.4 I<:ntu t31.7,P�7,.R17I 5 Mat 'N Max 0 Min %Max . i. 1:6.1 NMat a 4n WAR n Um %Mae _.1.1 ._ �nISTR7 AI+Me+ '%MU Mil...„„,,,,,. �i1TM'35., ... R M+n %Mao 1PM %Max aR / titan %Max 1-- r l ah 669 aMin %Max Gt 16 O N rti, %Mu (0iG�'� 7 Min %Max Ili skim %Ma. y-'ilt-, x ft MA %Max ■surres7h� I Min %Mn c�� n Min %Max 1 NOTES// +// 1,,- R+,x 1/ NY RAfirt %Max V I II Mtn %Max 0M.n %Ma, It Min %Max 111.151 %Max it Ka %Ma e Min '6 41n= R Min %Max R Mh %Max Ntessweriserii 180604e98 r b t t Number: anrad AV: LAt:t+tnLftrl a M., %rat u 1602601754 Daft: 12/19/201I I MT '11 r.a: r'•oit 1••631 s•-ear r-ou b-o:v it'•aor -,---.__..-..., —r.ott 4r4au' a--se r-9er h9' 6IT 7/,11111118 ADA Feature- Driveway Measurements (Record measurements in the appropriate diagram according to Contlactor AS- Database driveway type.ONLY 1 driveway per form. Phase Bulks DW Schema: Contract/Work Order CAO-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status alas. Measured By W.E.Coates Surveying Milepost NA A I MKS'Status! Seeded ADA Cross Street Name 4TH ST 51IE Side Station 52+04.3 L MEF Reference Plan Sheet Reference DWI Location W E gnat 47.48904 -122.157 Geoportal Jnstructloni Latitude Longitude Accuracy Feature Location Code DWY AT 4T11 Jurisdiction City Site History New Feature Added to Si Constructed By City ADA Enter numbers Compliance 1=1 00%,225_225 ft. MNwrtnnertt Criteria MEF Criteria rjy_i+1 r— r— ®'(" (— I(H r-13 Driveway aMva►aary pass Type Parallel Access /019 Flare Pass Maternal Cement Concrete Lott 1. 0 Project points 0&O from where flare Intercepts driveway. Point Slopearrow indicatespositive read Access Across (.6=Location Point pass W 6.00 4.00 ft Min 'ft Min Just record value (at middle) when both CS=Cross directions wn. W r e1 w Slope pass CS 0.84 2.0f1%Max %Max dire ____. r--- W=Width 1 1 0 ass RS 5.07 8.30%Max %Max l' ' Driveway C�-- Point F/trra Fare W 6.00 4.0011 MM s Min Garb Take all measurements at right angle across pedestrian accessible route. ,,,,=,5 CS 1.11 2.00%Max A Max Access Jogs Around RS=Running Point Driveway Slope GB=Grade Break pass W 6.00 4.00ftMin IIMIn 4 1 RS r21—t RS "i'-s CS 1.12 2.00%Max %Max 1frL 1 i�.i��: RS 4.55 8.30%Max Max% T•u } 04-- Gall GB21 t 133 2 If Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. (1,,to.rn.,K.r e401011011.1M111.i IAaninch) Parallel Access (tra1 Flush W Driveway W i i ' 3' ",s GB#2 Flush 1 RS O1 W ©� CS r—C1 RS 1 Flare 1 I t 4) i 1 Flare (:B#3 Illueh Guff, Project points 0&o from where flare Intercepts driveway and 3'from back of sidewalk, 1,i, GD44 Flush No Pedestrian Accessible Route(No PAR) NOTES - J V(/vl#7 Measurement Instrument Serial Number: Calibrated by: Date: 1602601754 ZACI I MALLOY 12/19/2022 I"-0'05' 1'-0.25' 5"-042' r-O s8' 9'-075' II'-092' 2" 0.17' 4' 0.33' 6' OSO' 8" 0.67' tee-Oar corm Updated 7/312n1X jr 2.0 ADA Feature - Driveway Measurements Record mcasulemc1114 in the appropriate diagram ti Osnliug to conic/icier AS- Schema:Database driveway type.ONLY I tlrhewny Per form. Phase guilts i)W Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status pass Measured By W.E Coates Surveying Milepost NA IA 1 MEP Status Stain/mil ADA Cross Street Name 1 RIVATE 31te Station 916+85 R MEF Reference Plan Sheet Reference DWI ►.ocation L J W J me I tal 47.5021951 -122.1571E orta1 888 I Iiisirut.tluus 14'01dr Loagiltsk Atd:Uravt Feature Location Code PRIVATE DRIVEWAY Jurisdiction City Site History New Feature Added to Si Constructed By City ADA Enter numbers only CompNance �L 1=I 00%.2.25=225 1t.el. *enurement, Criteria I MEF Criteria I i+ (_ (— }©ir—_ ('__ i I Driveway Or any Type Parallel Access PA Flora 0.) F/Rra pass Materialri Carnes!('eacrele •Project points 0&•from where flare Intercepts driveway. Point Access Across p.p.,: W 5.00 4 00 II Min II Min arrow indicates positive read ^a=Location Point r Just record value (at middle) when both CS=Cross W I e CS v Slope pass CS 1.53 200%Max %Max directions shown. / ..W I. 1•-' r'- W=Width „ e pass RS 3.20 8 30%Mar %Max Driveway CSC. - Point R11re Pra"r pass w 5.00 4.00 fl Min fl Min Ciotti Take all measurements at right angle across pedestrian access8de route. µoa:. CS 1.98 2.00%Max %Max Access Jogs Around - RS=Running Point stripe GB=Grade Break pass W 5.00 4.001t Min fl Min Curb 'Fa illi w I RS Pass CS 1.48 2.00%Max %AAA, ( i cs r_— 0 I r-c—s ie�'— i I 1 1. pass RS 5.63 8.30%Max %Max GBH f GB 14B3 Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. reaafmn ale radian cr&dm'04 en inchl Parallel Access r,isa Gnrtl Flush I I4reyr— RS33 R y © CS pass CB42 Flash 1— o cs r— r— cS r • re t r` r— 1 Fiero pass GBN3 Flush Curb Project points 0&O from where flare intercepts driveway and 3'from back of sidewalk. Pa SS G1184 Flush No Pedestrian Accessible Route(No PAR) NOTES t///A/1/ Measurement Instrument Calibrated by: Date: Serial Number: 1602601754 ZACH MALLOY I2/19/2022 I" now 3'-025' 5'...042' 7"-0.58' 9"-075' II" 0.92' 2'-OIT 4" 033' 6'-0.30' V-0,6T to--osr Furor U1etuletl 7 3l(20I8 \/ L ADA Feature- Driveway Measurements Record measureme■ts i■the appropriate diagram according to Contractor As- Database driveway type.ONLY I driveway per form. Phase Builts Schema: I)W Contract/Work Order CAG•20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status PAL Measured By W.E Coates Surveying Milepost NA A Z MEF Status; standard ADA Cross Street Name PRIVATE Site Side Station 917+96 L MEF Reference Plan Sheet Reference DW2 idN t}PA W IE Cdilelkli 47.50251 -122.157 Geoportal Instructions Latitude Longitude Acaracy Feature Location Code CHURCH DRIVEWAY Jurisdiction City Site History New Feature Added to Si Constructed By City ADA Enter numbers Compliance ,�(L 1=1.00%,2 =2 25 ft, Mwsurwfattt Criteria MEF Criteria 1 .1 b+� I i 0 j� w i IIH Driveway /mod M Driveway FAR. Type r Flare fre pass Meter's! Cement Costume Cork (`) 0 Project points 0&0 from where flare Intercepts driveway. Point Access Across W 4.00 Win n Min arrow mdreatus positive read. =Location Point Just record value (at middle) when both directions W CS CS-=Cross CS 2.00%Max %Max shown. v W r— © (-- W Slope ` W=Width 0 .� 1 Q pass RS 7.57 8.30%Max %Max j—�CS Driveway CS -- Point0 Curb Flare Fare W 4.00 8 Min 'ft Ain Take all measurements at right angle across pedestrian accessible route. CS 2.00%Max %Max Access Jogs Around RS=Running Point Driveway Slope GB=Grade Break W 4.00flMin ftMin C7rrb RS jl W J CS RS CS 2.00%Max %Max / CS ©] CS O f- 1 �.` 1 f RS 3.29 8.30%Max %Max Cart) t ID GB ' GB21 111483 -' Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB In table at right. )w)++r=,ni cl.c,b«,.ol,i.n,,iN..,,..n) Parallel Access ss CBkt i , W Onveway W 4 I I�.RS r-- W CS r---I RS j 1,,;'. (;BN2 CS .. Flare Or i 1 © �_ I I{©lace �— ,.,., (:11#3 Curb Project points 0 Si 0 from where flare Intercepts driveway and 3'from back of sidewalk, Na» GIIH4 No Pedestrian Accessible Route(No PAR) NOTES CURBS ONLJf / Measurement Instrument Calibrated by: Date: Serial Number: 1602601754 ZACH MALLOY 12/19/2022 I' ooe 3' 023' 5"-0.42' 7'-0.58' 9' •0.75' II" 0.92' 2' 0.17 4'-0.33' 6' ,0 MY 8'-0.67' 10'..QR1' Form Updated 7/31/2018 ADA Feature- Driveway Measurements Li '2_1. Record measurements in the appropriate diagram according to Contractor As- Database drivewnp type.ONLY I driveway'perform. Phase BUMSSchema: DW Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALLAVE: Survey/Feature Status! 14All: Measured By W.E.Coates Surveying Milepost NA IA 2 MEF Status Stmdwd nun 11-- s:- Cross Street Name (PRIVATE 19 III: Station 918+86 I mra Reference Plan Sheet Reference DW2 1 Location W I CaggdigI 47.5027588 -122.157IGeoportai 6C (((Stint,w0 Liliiudc Lcnuiturk A pga,Y Feature Location Code CHURCH DRIVRWAY Jurisdiction City Site History New Feature Added to Si Constructed By('i1, ADA Enter numbers Compliance } 1 100%,1,'!,5 125 8,el Musurementl Criteria MEF Criteria I01F— r j©lr (— i$l�- Driveway /Vl 1 R 11L t Driveway 1 FAIL Type 7 PAR Flare Flare pass MaterialCement Concrete cure Project points e&6 from where flare Intercepts driveway. Point 0 Access Across Slope arrow indicates positive read 0.)=Location Point W 4 00 ft Min ft Mln Just record value (at middle) when both directions CS=Cross CS 2.00%Max %Max shown. W r-W ©' -CS w Slope W=Width Q '� t © nacn RS 7.38 830%Max %Max f �� DrivewayCS Point Men? Flora w 4.0 fl Min II Toko all moocuromonto at right angle acmes podoctrian accessible route. CS 2.00%Max os Vas Access Jogs Around - RS=Running Point Driveway slope G8=Grade Break W 4 00 tt Min ft Mir RS Oill- W ©� C_ S_ ( _RS (:s 2 00°4 Max rax cs r— I ' pass RS 2.88 8,30%Mat %Max .Curb '1 GBt_ L GB2/ GB3 -) 134 Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. opx.r,,,,,„x„rnetnx,,..to<ix,m,ino truer PArAllel AMASS posts Gnat I W t Otiverwaxy W 4 1 RS W 1 CS r— RS t pass GBp2 Flare t P I- ( 7 Flare pass GBN3 Leah Project points 0&e from where flare intercepts driveway and 3'from back of sidewalk. pass G1344 No Pedestrian Accessible Route(No PAR) NOTES CURB ONL,�� Measurement Instrument Calibrated by: hair: Serial Number: 1602601754 ZACH MALLOY 12/19/2022 I' 008' 3"-025' S"-042' 7'-058' —0 1t'^092' 2"-0.1 T 4"-0.33' 6" 0.50 8''-0 67' I O'=0.93' rurm Ilpdatcar 7/31/2018 ✓ rL 3 ADA Feature -Driveway Measurements Contractor As- Record measurements is the appropriate diagram according to 1. Database DW driveway type.ONLY I driveway per form. Phase Builts Schema' Contract/Work Order CAG-20-065 Date Measured 1/242023 SR DUVALI.AVE Survey/Feature Status' Pus Measured By W E Coates Surve tog Milepost NA A 1 MEF Status: SuadardADA Cross Street Name PRIVATE 5,iig Side Station 921 1-44 L MEF Reference Plan Sheet Reference DW3 Locatkm W I; 47.503476 -122.157 Gcoporlal jnstructiong Latitude Longitude Accuracy Feature Location Code GROCERY BACK OW) Jurisdiction city Site History New Feature Added to Si Constructed By City ADA Enter numbers Compliance1=1.00%,225=2 25 A, Measurement, Criteria J MEF Criteria IjeL i _ �tb�r �— t©�I '_�- � _+r Driveway Driveway .. Type Parallel Access PAR Cement Concrete Plane '„I,t. Material CUYD 1 Project points 0&e from where flare intercepts driveway. Point 0 Access Across ass NV 5.00 4.00 A Mln A Mn Slope arrow indicates positive read 6=Location Point P Just record value 1 (at middle) , when both CS=Cross ass CS 0.54 2.00%Max %Max dshown. W W I 01 rCS w Slope P shown. O ti ( r—© W=Width t4. pass RS 5.02 8.30%Max %Max `CS Driveway CS. Point - Flare Fare pass W 5.00 4 00 A Min ift Min Curb Take all measurements at right angle across pedestrian accessible route, pass CS 1.22 200%Max '%Max Access Jogs Around RS=Running Point 0 Driveway Slope GB-Grade Break pass w 5.00 4.00 A Min It Min Cur i RS W O CS l RS pass CS 1.22 2.00%Max %Max P �— I r v- ) fC pass RS 2.511 830%Max %Max pith Lii GRIN/ -- GB21/ 1,3133 J 1164 -I Grade Breaks (Parallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. Wan faar cm„Iu i.,n,<,4.$1.10t at Parallel Access pass CI181 Flush w 4 Driveway w— 1 1 RS °! cs w ©1 CS r © RS L pass GBN2 Flush r- Flare 7 f �_ r' r� Flarer— pass GBH3 Flush CUM Protect points 0&O from where flare intercepts driveway and 3'from back of sidewalk. pass CBk4 Flush No Pedestrian Accessible Route(No PAR) NOTES VfNV Measurement Instrument Calibrated by: [Date: Serial Number: 1602601754 ZACH MALLOY 12/19/2022 I'-Oor 3'=025' 5"-042' 7"-o.s8' -0.75' II'-0.92' 2'-0.17' 4'=0 33' 6'-0.50' 8' 0.67 I o'-0.83' I Form Updated] __.l ADA Feature - Driveway Measurements `'� Record measurements in the appropriate diagram according to Contractor As- Database drivewayt ONLY 1 driscnsy per form. DW type. Phase Built Schema Contract/Work Order CAG-20-065 Date Measured 1/24/2023 SR DUVALL AVE Survey/Feature Status Mae Measured By W.E.Coates Surveying Milepost NA IA t 'U I Status %ended AIIA i Cross Street Name I'RIVA'rl Sid:. Station 923+51 1 AIF,F Reference Plan Sheet Reference DW3 kocetiofl W E , WINN 47.504052I -122.157 Geoportal Instructigni Latitude Longitude Mum Venture Location Code GROCERY 3 DWY Jurisdiction City Site History New Feature Added to Si Constructed By City ADA Enter numbers only Compliance 1=I(0%.2.25=2 25 0 at Muwnm ant I Criteria MEP Criteria I.4A!. � �_ �— 1®� - I-- (- Driveway boy pass Type Parallel Access Flare F4ere pass Maw rPAnial Cement Concrete WO 0 Project points•&•from where flare Intercepts driveway. Point Slope arrow Indicates Access Across loppositive read. r =Location Point pass W 5.00 4.0011 Mac ft Min Just record value (at middle) when both CS=Cross directions W W C3 W Slope uass CS 1.62 2.00%Max %Max shown. [-- f W a Width pass RS 6.16 8 30%Max %Max _ ) Driveway CS/(C- I11 I Point F/.�re F1az1 pass N't 5.00 400IIMin At Min ra Cuf12 Take all measurements at right angle across pedestrian accessible route. parr. CS 0.79 2.00%Max %Max Access Jogs Around RS=Running Point Driveway Slope GB=Grade Break I Curb pass W 5.1)0 4 00 it Min N Min t Yv I V. I R3 (jW ©� ( RS uass ('S 0.8I 2 00%Max %Max CS �_ 1—Cs F CS �r �\ {f r— 11 . �` pass RS 2.08 8 30%Max %Max 51 cant/ t- Gefl t GB211 V B3 -C 134 --1 Grade Breaks (l'arallel Access ONLY) Record worst case measure of vertical change over the length of each GB in table at right. Ii's'"loon snap Gnnk nor&amm a en inch, Parallel Access pass coal Flush I W Driveway W I t 1 RS ( W CS r— RS L pass CR52 Flush r_ pl� m r— p1r- p -fie. Flare Flare pass GBa3 Flush Project points 0&0 from where flare intercepts driveway and 3'from back of sidewalk. pass C11a4 Flush No Pedestrian Accessible Route(No PAR) NOTES Measurement lastrement Calibrated by: Date: Serial Number: 1642661754 ZACI I MALLOY 1 2/1 9/2022 I'•0.08' 3 -025' 5'-042' 7' -058' a°-075' 11'-092' 2'-0.17' 4'-033' 6'-050' 8'-067 I0'-O,a3' Form Updated 7/31/2018 ADA Feature - Driveway Measurements v ZS Contractor As- Record measurements in the appropriate diagram according to Database DW driveway type.ONLY I driveway per form. Phase Builts Schema: 1 Contract/Work Order CAG-20-065 Date Measured I/24/2023 SR DUVALL AVE Survey/Feature Statusl t 1 Measured By W E Coates Surveyin: Milepost NA A j MEF Statusl Standard ADA Cross Street Name PRIVATE Side Station 926+46 I. MEF Reference Plan Sheet Reference DW4 Location W E CAEN47 50486 -122157 Geoportal Instructions Latitude Longitude Accuracy Feature Location Code GROCERY N DWY Jurisdiction Site Ilistory New Feature Added to Si Constructed By City ADA Enter numbers en% Com ganee 1=1.00%,Y:25=2.25 ft.el c I Measur ement I criteria l MEF Criteria r_Syli res I w ©' b i(ems Driveway Driveway pass Type Parallel Acca++ PA lare Fero passMater ial Flare ('amen!('nncrate Curb CO 0 Project points 0&a from where flare intercepts driveway. Point Access Across Slope arrow indicates positive read ®=Location Point pass W 5.00 4.0011 Min ,f►Min Just record value (at middle) when both I CS=Cross d.rocaons /1.w W i© Cs W SlopePs GS 11.65 2.009L Max %Max shown. I — W=Width © pass RS 4.36 8.30%Max ,%Max �CS Driveway CSr l._- � ` Point Here o.;., Flare pass w 5.00 4.00 ft Min fl Min Curb . Take all measurements at right angle across pedestrian accessible route. pass CS 1.09 2 00%Max '%Max Access Jogs Around RS=Running Point Driveway Slope . GB=Grade Break Curbpass W 5.00 4,00 ft Min ft Min ,�N I RS iri(MIf W CS I as pass CS 1.09 200%Max %Max 1,-.' Cs 0 — _ Cs Q^.._— tt ri N.\ J, ,�1-- J ,.-- pass RS 3.46 8 30%Max %Max Leith -) ( _� GBi/ t- GB21 ✓83 J lea 1 Grade Breaks (Parallel Access ONIN) Record worst case measure of vertical change over the length of each GB in table at right. m,r,,I' .lt,r'r.uon„ra...i'.1...II) Parallel Access pass CIO' rlu+n I t W 1 Driveway W ' I j RS Y W ! CS I-- RS I_ pass (;ita2 Fiu+h Rare I J I t Flare pass CBN3 Flush Guth �' Project points 0&a from where flare Intercepts driveway and 3'from back of sidewalk. pass GBN4 tlu+h No Pedestrian Accessible Route(No PAR) NOTES VP/1"V Measurement Instrument Calibrated by: Date: Serial Number: 1602601754 ZACH MALLOY 12/19/2022 I"-o08' 3•-0.25' 5'-042' 7'-a38' 9' 0.75' I1' 0.92' 2' 0.17' 4'--0.33' 6'-030' 8•-067' 10•..083' torn Updalyd 7/11/2018 I /7 6 ADA Feature-Accessible Pedestrian Signal Pushbuttons and Pedestrian Displays/Signals °.eMw9d4.Mr APS•lalll Phase Contractor As-Builts AI3 s3aN Content/Week Order CA 20.C*5 NW Meeured 1/14/2013 SR DIIVAI I AVEFeneylWywkI,$.. •rrtrto. Me•.ured By U'I 1. •1ws usu.,: Allky..l NA A I M•ta•` •.ee•e.Me Cron Sine(Name NI I:S1 Sly.' tot., Men ne 92n119 1 spat! pro. Ply.Sheet Reference 141A2'19 W I f"*"l 475030/1 -12215601e OlOP"r"l ENw even,,«„o,+y inl•..,tans Lelitmle l.mtitede AtIVIZ2 1.I 0016 2.22.12$n e10 Femora Location Cede IA WALI.AVE NE/NE 1211 J•rhditllo•tan IAer • -lWk INA t NOT • natant Sol.History New rea Added to Sile Cnnstreeled By(Yn in, INw•r.ml•r. .w $I s P6shluuoll• I • I Ap:N'. ''.2 0 . ... . APS-PUSH BUTTON LOCATION cI PANA I F.POLE J APS-PUSH BUTTON LOCATION titIA111 it POLE (Mon Sum:.Pols wrn' m® ID nI1.rY••o..r.w Pm Po el.o,aw bran ann.o avow Ili slame IP&P Pamir ereM W( 7jj PA-teaee.n n.ae..l.Ro•r. fie. POlE NIPPY N. • - 'Ti " \ �iMN MVP Belton to Curb 10AMu 0.10 \.-'//".w r �/�IAtloelsPopo t�eF r q,•q MY ydyN.e OnlawlMdnp 7 MAW LSB k..��.e.twtw i.wx ,/ •Yn1- � �^"'' PWK4/pn• 2naa IA ri O Ila n we•r•r era Mene•rlw Mr)�o•„t Btte.r li` 114«•... MINIM n .II YAM -_�_ .1',e'T alarm°• Buf1a.7J rM rw 'w't"• &newt }anew M M/rn `lAlaelO B..«St naxrv+w.+.r q•M MW =rR7 A/•Mtt0.n r re Clear Spur .e Iona.« IMM•Af ,........... w.new ne•rn.•r" C4.10,00 Pr '� •v- �' Ma =��,� -r.Wrw+rwwnw II I:n; A➢S GtrB 2Nn361..tlt■ WrIP. elePne t �„ ,,.x•e . "�1 ,, - C►Fpeo•C31 2MS Ma I.s „. - ` R sari �� !e."'re'lee.d"""Yam doomill a ©• we RAM w v,,, sa kW.c. 2sox we I.s sass x. •rin/ o.e.s \ �.mo��a 1.PAP Ye AIR wrlOtl w �'l oa`9n•..e t,Sss CeolotelkePANIOw Men Ne N. IP �r� ear w 1war.ayrnww IM Yr'•�•'te.rr ` eTetdi 'r ,(t IMF MIDI n Bottom ease T` pan+. Buex.VerOra /a0•Ma WpTI J.10 ware.n, NonAPS ALMON w CD nm't'vn e"`..w.:•"' / 1 �t „ Ws� MAR p•mM« ot711 Mo e.J! /JI lotto la L •tru1 [fawn s`nss .wu,u.,' —rf vans m coanota co„.., vn »'r I' i rw 90•111. xn e.x:. area eeww Mew ens « en. ARP Ma Yet Keep imam ••ta �lb xt,ee.. tAla•1• ^— /AM Is( Mott V« Yer MI e..,..' -- Cro••mM r« .r,>. sAteeeo �« -^»- eewr. Ilfit �we..r.�. etN,. 1 = y t.� a"itor•r � ', r.�".. ..owl r�.IYJi iee•Berl ` 4 � Ciotr anon ni r« Y.. V w � Apw eA..,, • y •e••.eevMe. a..+w I 'y 1 .r•Mer ,Ap�a•• .. tw. 10V « '11�n Ieaw •"� tit,. y06.11 ems... sultan Mow Melts Yr. C.`r:.,wNoto.�•'Woo!. ' 11tt 0-� M•,Altl Sign...yl(In(tMlnAliOnN oily) MEDIAN .... MEaAN'—1 — MEDIAN MEDIANI t•"w a" aanNAlt.�o Yee ,.Mass tans---4 ram= e•. Inge.Sweet Name VI. NOTES - S etNene N. Bone / / , / / ---sign•St Nee. Vey V J/w(YJ///'/// Pan•N.Cnr 6ip ign.St tkm. No AWIa Ar.ay on sign Vet SIg •st Ne.m No VMo Slpnl Support PM. S.p.rw. ®11:11 Minton Bamwn I. 12 Wren Barren t11 Display/Sipwl SIIno inn NMI o.� Sign.N.jM 7I M. I. 14.•..e•.xn.i..xa.n.m ['.INretrd ny; ten pa.•. Skeet Anne wan r« Vn Serial Nxmbm 140260/734 7ACII MACCOY �. 12/19/2033 StIn.AudM.Typo Yen t eew a-.•3F •-ea2 I`•J/W I3V 11•-Ae2' e e1y 4'•ell if-AIM r-ue Ir-1gp roam 11p1pIrd I:e•wro