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CAG-20-065 -Duvall - Preconstruction Conference
Instructions for Completion of ADA Feature As-Built Measurement Records — For Contractor and Design/Builder Basic Information The instructions below are to be used by a Contractor when an ADA feature is constructed (project construction using either the typical design-bid-build or a Design/Build project). A. Requirements of the Contractor Per the contract specifications, "Contractor Surveying—ADA Features" requires the Contractor to stake, measure, record the information on WSDOT provided forms, and transmit the as-built information to the Project Engineer. (April 2, 2018) Contractor Surveying—ADA Features ADA Feature Staking Requirements The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, and grades necessary for the construction of the ADA features. Calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall build the ADA features within the specifications in the Standard Plans and contract documents. ADA Feature As-Built Measurements The Contractor shall be responsible for providing electronic As-Built records of all ADA feature improvements completed in the Contract. The survey work shall include but not be limited to completing the measurements, recording the required measurements and completing other data fill-ins found on the ADA Measurement Forms, and transmitting the electronic Forms to the Engineer. The ADA Measurement Forms are found at the following website location: http://www.wsdot.wa.gov/Design/ADAGuidance.htm In the instance where an ADA Feature does not meet accessibility requirements, all work to replace non-conforming work and then to measure, record the as-built measurements, and transmit the electronic Forms to the Engineer shall be completed at no additional cost to the Contracting Agency, as ordered by the Engineer. Payment Payment will be made for the following bid item that is included in the Proposal: "ADA Features Surveying", lump sum. The unit Contract price per lump sum for"ADA Features Surveying" shall be full pay for all the Work as specified. B. Types of ADA Features to be Collected The following ADA Features may be included in a project and measurements are to be recorded and transmitted to WSDOT: Updated 2018-07-27 Page 1 of 58 r � ADA Measurement Forms Instructions For Contractor or Design-Build • Curb Ramps o Perpendicular o Parallel o Combination o Parallel One-Direction • Median and Traffic Island Cut-Through (Added July 2018) • Sidewalk • Independent Shared Use Path (Added July 2018) • Driveway • End Ramps for a Sidewalk or Bridge End • APS Button and Signal 1. Equipment Needed for Measurements The Contractor can use any method to collect the measurements. Past practice has been to use the tools below to complete the required measurements: Smart Level — Slope Measurement • Minimum of 2.0 feet in length • Inclinometer capable of slope accuracy measurements of maximum of 1/16" per foot • Display slope measurements up to two-significant figures • Display slope in percent • Calibrate the level per the manufacturers' recommendations, not less than once per day. Steel Tape Measure — Dimension Measurements • Capable of measuring to 0.01 foot 2. Forms Record the measurements for the ADA Features identified above using the Excel spreadsheet, ADA_Measurements.xlsm, which can be downloaded from the ADA Guidance website located at: http://www.wsdot.wa.gov/Design/ADAGuidance.htm. When you follow the above link and open the 'ADA Measurement Forms' link, a dialog box will open asking you "What do you want to do with ADA_Measurements.xlsm?' You will want to 'Save As' in your own folder. You can then make as many copies as needed for your project. HINT: Check the webpage often for the most current form. For your convenience, the form is being updated to help you in the completion of measurements and transmitting data more intuitive. Form Design .-" Each form is a separate tab (worksheet) in the spreadsheet. When opening up the spreadsheet, the READ-ME tab is the default tab that it opens up to, to inform the user that there are a number of forms contained in the Excel spreadsheet that are to be used to record measurements. The forms are designed to only include those measurement fields or information that are identified with the specific project phase. Select the Phase from the drop-down list that the data is being collected for: Updated 2018-07-31 KS Page 2 of 58 • ADA Measurement Forms Instructions For Contractor or Design-Build • Scoping • Design/Build • Contractor As-Builts Phase SR Project Phase al Select project phase: NIP 1.Scoping I 2.Design/Build Station 3.Contractor As-Builts ,n' The forms are designed to record the basic project information in the upper portion of the worksheet. Contract!Work Order Date Measured SR San r.rFra Measured By Milepost AB See Cross Street Name Station Lt ur r' 1tEE Plan Sheet Reference Locauon Geoporal instructions Lmtude Longitude Accuracy Feature Location Code Jurisdiction Enter nuet'ers try. Site History Constructed By t•1 0a%.2 2-5.2 25 a,etc Maaaurwnent Each form has "Required Field" (Fuchsia color shaded cells) that need to be completed in order for the form to be submitted ADA Feature-Perpendicular Curb Ramp -Required Field Measurements Phase Scoping Database Contract I Work Order Date Measured SR S.nRllnam Measured By Milepost AB _ ME Cross Street Name — Station _l Dr RI? tffU R LoeaG_n oecp7ral ustm^ic- Latitude Longitude .rr urar, Feature Location Code Jurisdiction Col 9rter narters Constructed 1.1 ttit. "•M25 it c'. lleasureraeat Lactating Diagonally Oriented? Clear Space Achieved? As the form is filled-in, the shading disappears ADA Feature-Perpendicular Curb Ramp 'Required Mold Measurements Phase Scoping Database Contract/Work Order XLI2 4 Date Measured 672018 SR 5 Sum'/Feim Measured By ADA Team ul Milepost AOD �I � r Cross Street Name Elm Street �5i11R- Station 110___EM MEF S --., Geoocrtal nstrocnons Latitude Longitude Accuracy Feature Location Code Jurisdiction Constructed By i.iy :-- .,c Measurement Diagonally Oriented? Clear Spare.Achieved? Landing Updated 2018-07-31 KS Page 3 of 58 r 1 ADA Measurement Forms Instructions For Contractor or Design-Build Until there is no shading shown on the form ADA Feature-Perpendicular Curb Ramp Measurements Phase Scoping Databas Contract!Work Order XL1234 Date Measured 617.2018 SR 5 SurveyiFea Measured By ADA Team ril Milepost_ 2.3 A 2 Cross Street Name Ehn Street Site Ishod Station L eat Lesatm0 NW SE oeoportal 47.034085 -122.897 Geoportal :estrucvons L°nrde Lorrvltude Accuracy Feature Location Code Jurisdiction WSDOT Enter numoers only Constructed By i=1.o0%2 =2 25 t e•, Measurement .r Diagonally Oriented? )O Clear Space Achieved? do pass Landing I 1 1 1 >" The forms have been designed for the recorder to select information found in a drop-down menu. Phase scooping SR Design i Build e 8 Contractor As-Builts tt phase: A P 1.Scoping 2.Design,`Build Station 3.Contractor As-Builts , u OR: Feature Location Code Site History Diagonally Oriented? C inzmisi No I 1 II .=" Information boxes are included in many of the drop-down lists to help the recorder input the correct information. ,'„"'., Phase Project Phase Select project phase: SR e 1.Seeping 2..Design;Build Milepost — 3.Contractor As-Builts Station {. cr lit!I ilk. HINT: Sometimes the Information box may cover a portion of the drop- down cell. To move the Information box,just click on it, and using the mouse, drag the Information box to a new location. Updated 2018-07-31 KS Page 4 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build 1 Slide box to the side Database sin : SR Project Phase s Select prcject phase: Milepost AB r = 1.Sccping 2.Design;'Build Station Lt or fit? 3.Contractor As-Builts r Geoportal I >='' Diagram(s) are provided to identify what and where the different measurements are found. The diagrams have a data box beside the database attribute code to help in completing the form correctly. I ` GBs u`�—I'�GBB Landing Database Land, L CSW Attribute Code GB4 1 I CS=CroseSbpe Super/ Ramp Buffer CSL RS=Running Slope Curb, GB=Grade Break Gutter W I--- ®=Location Po tit Ramp CS L (at middle of ramp) With Buffer r-- r— CSW•Cross Slope of Width I-- I— CSL=Cross Slope of Length Data Box RSI,,., W=Width a-- , . .. ....ii:iiiii..>....:Fla ® L=Length c0111, ... .... .. Landing Gutter GB3 GB2 DWS® Buffer Buffer Curb e— GB1-1Counter Slope%®r Gutter With Buffer& Ester Grade Break(GB)data in the Table at right. without Flares A measurement may be entered into the data box on the diagram and the information will be automatically populated onto the right side of the form. Instructions Latitude Longitude .teeuracp Feature Location Code Jurisdiction C' Er ter rtr;Ecr,- Site History Constructed By =t CI =:_,-,,n.et,-. Measu ent r Diagonally Oriented?i Clear Space Acbieved? Landing =ems "W 1.S0 2 I Co* CSL 2 Ramp(Leaf#2 Larding Ramp(RkJhrf X3 L;Y2 L LIt3{— Wr RS$2 • < r- I W Wri3 L a CS#2ir v 1177 \J 1� Ramp Left#2 i l OB4 J ::.::. `OB6 RS#'_ 8 r ::4 f crib CS#'_ 2 Gutter G136 GB3-1 G82 Q DWS® GB7 ""+7 e G81 J `Counter Slope%m L#2. OR Updated 2018-07-31 KS Page 5 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build The measurement may be entered into the right side of the form Feature Location Code Jurisdiction �......._. - n. - Co Site mstoi Constructed By _ __.:-;n=rc Measurement r Diagonally Oriented? Clear Space Achieved? Landing _-- CSW LSO 2. Curb I CSL 1.5 L+ t Ramp(Cali),#2 Landing ' Ramp( rl#3 f -."--Lai— LI— L#3{--I R 4 W#2 —.. CSL W -•-- VW L 4 I cs#21� cswI I.t Ramp Left d� r #2 p And after hitting the Enter button the measurement will automatically populate into the data box on the diagram. lnstructons Latitude Longitude dCcurac'v Feature Location Code Jurisdiction C Errer r.,rrter c^r. Measurement Site History Constructed By t=..•C 2.2==22E ft etc r Diagonally Oriented? Clear Space Achieved? Landing Cass CSW LSO Curb CSL 1.50, ' Ramp(Left)#2 Landing Ram),(Right)#3 -.---Lp2r— L�� - L#3i 4t RS#2 .t won I Oa i WO cs#2jr c esw t.s i� Ramp Left#2 GB4 ::::::::::::::in ui;1m GBt3 RSk2 f Curb CS42 MRS r_WI /I \ (3R7 s' The forms have been designed to provide sufficient information to the recorder so the correct format of information is placed onto the form. eLiI I Landing 13S3 CSW 1.75 I2.00%Max Max pass CSL 1 Cross-Stope of Landing Width. Enter number only,please: 1 = 1.C.C,% Dass W 6. 1 2,5= 1 2,,5 c - etc. ;,,a 3 3 L 4. I Updated 2018-07-31 KS Page 6 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build , As the measurements are performed and recorded into the form, the form will automatically identify if the measurement "Passes" or"Fails" the ADA Compliance Criteria. ADA Feature-Perpendicular Curb Ramp Contractor As- Measurements Phase Builts Database Schema: CR-PERP Contract NL5432 Date Measured 5:142018 SR 7 Surrey/Feature Statuai FM. lay seam' Standard ADA Measured By Tester MP 17.54 A Cross Street Name 1761h Sr Corner/Side W Sudan 17+25 Lt or RI? MU Reference Plan Sheet Reference 14 47.0338767 -122.89606 Latitude Longitude Feature Location Code 4 ADA Compliance Enter runners only Criteria Site History Replaces as Existing Feature 1=i.e ,2.25 a r a=225 .etc. Measurement MEF Criteria Diagonally Oriented? No Clear Space Achieved? n/a owls Landing _/ pass 1 SW 1.90 2.00%Marc %Max 1145 r-W t -f'L GB6�r Candvq FAIL 'SL 2.10 2.00%Mau 56 Max Landing rsw I 7 ." The Survey/Feature Status of the feature will be identified as either"Pass", "Fail", or"Incomplete Form". The "Incomplete Form" message is displayed when required data is missing. ADA Feature-Perpendicular Curb Ramp Contractor As- Measurements Phase Builts Database Schema: CR-PERP 1 Contract XL5432 Date Measured 5i 14,20L8 SR 7 lS / dm.rt515I.5 pass MEF Stalin 1 Standard ADA Measured By Tester MP 17.54 A Cross Street Name 176th St Corner/Side W Station 17+25 LI or RI? MFR/fereaee Plan Sheet Reference 14 47.0338767 -122.89606 Latitude Longitude Feature Location Code 4 ADA .. Enter numbers ern Compliance Sire History =1 gm.z2Z=2.25.R.etc Measurement Criteria MEF Criteria Replaces an Existing Frantre Diagonally Oriented? No Clear Space Achieved? n/a ,cc Landing ADA Feature-Perpendicular Curb Ramp Contractor As- Measurements Phase 'Builts Database Schema: CR-PERP Contract 7H-5432 Date Measured 5.14.2018 SR 7 Srney Fratare Status:n.ompra a F.'',l' Measured By Tester MP 17.54 AtEF stuns Standard ADA Cross Street Name 176th St Corner/Side W Station 17-25 Lt or Rt? MET Reference Plan Sheet Reference 14 47.0338767 -122.89606 Latitude Longitude Feature Location Code 4 ADA Enter embers ony Compliance Site History Repbces an Existing Feature 1-t Co%.2.25-2 25 e.etc. Measurement Criteria MEF Criteria Diagonally Oriented? No Clear Space Achieved? n/a pass Landing 1� ` oa ; CSW 1.90 20%0Max i%Max VG85 ii�—I' GB6� Landing CSL '00%Max j%Max ZLanding t * Updated 2018-07-31 KS Page 7 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build Each form has the ability to document a measurement(s) that does not meet ADA compliance criteria but has been processed and received approval allowing the use of that dimension. Maximum Extent Feasible (MEF) -The forms have been designed to include the tracking of a MEF dimension, slope, or other ADA compliance criteria that has been approved by the region's Assistant State Design Engineer and ADA Compliance Manager or Assistant State Construction Engineer. It is intended that during the Design Phase, designers are to identify on the form where a value does not meet ADA compliance, obtain MEF approval, and provide the completed forms to the WSDOT Construction Project Engineer. Contractors will need to coordinate with the Construction Project Engineer to obtain MEF information in order for the form to be completed properly. If not the Survey/Feature Status will show the feature as "FAIL". The approved MEF document needs to be referenced on the form. Provide the "L#" (Design Work Order Number) in the MEF Reference box. If there is an approved MEF, the form tests the recorded measurement against the MEF dimension or slope to determine "Pass" or"Fail". Field Contractor As- Bttihs Database Schema: CR-PERP ............................................ R _ Sur eey/Feature Status: incomplete(arm Provide the"L#" (Design Work IMF Status' Has • MEF Order Number) St 2.3 A the MEF was MEFRe�ren completed and �n L approved 47.634085 -122.9 Geopo[tat MEF Documentation If this survey allows MEF. ns Latitude Longitude Accuracy enter"L="(Design;Fork ADA Order Number) Erter r.rtbers crh, Compliance �rt�� 2 2`=2 2E ft etc Measurement LIEF C Landing Identify the MEF value ass CSW 2.30 232%Max 2.4'i%Max. Note: The MEF criteria can be set to be evaluated to the following parameters: • Min • Equal to • Max Updated 2018-07-31 KS Page 8 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build Slope ADA :ompliance Criteria MEF Criteria Length ULM Max 7b Max 2.QO%Max %Max .00tMfin tMm %Min o0tMin ft 2.00%Max % ft Max II. General Information for Completing a Form A. First, identify the Phase — "Design/Build" or "Contractor As- Builts". Phase Design i Build s o.in SR Octi n 1 Build Sit Contractor As-Builts B. Basic information required for each Feature measured includes: 1. Some of the forms are site specific, and will need to be completed separately for each ADA Feature constructed (the various Curb Ramps, Sidewalk End Ramps, Cut Thru, Driveway, and APS Button/Signal), while other forms provide the capability to record more than one ADA Feature location on the same form (Sidewalk and Independent Shared Use Path). READ-ME Perpendkular INMMI= IMOM 2. All the forms require basic information to be filled-out: • As noted above, each form has "Required Field" (Fuchsia color shaded cells) that need to be completed in order for the form to be submitted. ADA Feature - Parallel Curb Ramp =Required Field Contractor As- Measurements Phase Builts Databas n Contract/Work Order Date Measured I I SR 14 Surrey/Feal Measured By Milepost 15 A'B _ 16 Cross Street Name 51:4 —° I- I Station 17 Lt or Rt? 18 MEF Plan Sheet Reference 5 Location 10 10 Geoportal 1g 20 21 Instructions Latitude Longitude Accuracy Feature Location Code 6 Jurisdiction 11 Etterr umbers cny Site History Constructed By 12 1=t eC% 2 2E=2 2E It etc Measurement ' r Diagonally Oriented? $ Clear Space Achieved? 13 Landing I I Updated 2018-07-31 KS Page 9 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build NOTES 22 Measuremeat Instrument Serial dumber. Calibrated by: Date: 23 3. Field Descriptions: 1. Contract— Enter the contract number; six digits. "001234" (For non-WSDOT construction projects, enter the entire project number and when the reminder box pops up, select "Yes" to continue, which will allow the entire project number to be entered) /x DP.-Ci}n kriPia-R431:_21-2018 E F G___ H : I 3 , K L.... .......N O , P , Q - Independent Shared Use Path(ISUP) =Required Field itractor As-Biuitc� -der PR-CitvOi}mpia-a Date Sieasured LSW�— I By➢tic ALL • tme SRC _ ' ,.a.r.ar. ore Number# X ode Cl Anisd Si:Digits 001234 tore New Feature Added co Site Construct I OQ5676 Continue' P cs u._igns acuraw -- -- - -- r hi r Cancel 11" I T 2. Date Measured — Enter the date measured. 3. Measured By— Enter the name/title of person completing the measurements. 4. Cross Street Name — Enter the name of the cross street, if available. 5. Plan Sheet Reference (if this is applicable) — Enter the contract plan sheet number the feature is found on. 6. Feature Location Code- Identify each feature by a Feature Location Code schema. Provide a schematic plan that shows each ADA Feature and the associated unique Feature Location Code (this can be the designation from the contract plans, or any system to identify each location separately (sequentially, alphabetically, etc)). Updated 2018-07-31 KS Page 10 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build 7. Site History— Select from the drop-down list to identify what this feature is addressing. Location Code I Site History 1— Existing Feature ' tally Oriented? Replaces an Existing Feature New Feature Added to Site 8. Diagonally Orientated — Identify whether or not the curb ramp points into the center of the intersection (diagonal). Diagonally Oriented? _ Yes No 9. Site — Identify where the feature is located. Click on the hyperlink and the diagram (shown below) will provide more information about the Site. 1 Hyperlink Ste 1 N Site: Corner C�;' -- Island NW NE N C Median NW _f,i S o Side _-1 ' :..'�... uesraedwo� �a I' \ dr ` E stale ao nr • -t....>.g.tr•> ; C. ` aP �$ N. E� e� "' / w /--� / ; C�'C' g C R t Si 'SW" YC\` SW S SE 4 . S If two State Routes intersect.ref•_remee features to the route with the lower amber s Select from the dropdown list the general location where the feature is located. Site Which area of the roadway? Island — Select ovhich part cf the roadway =Median the feature is located: Side Is it en a corner,an island,a I Other-NOTES median,cr on the side of the road? If it is not cn any of those,pick "Other"and describe in NOTES. t Updated 2018-07-31 KS Page 11 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build 10. Location —This is used provide more specific location detail to distinguish the feature's location (especially when there are other similar features on the same corner). Move the mouse button over the "Location" cell and a schematic drawing (below) will pop up showing the naming convention used to identify the location of the feature. Locations NW NE cNEa' Side rkrt! Corner N',ti Zero N j Site ctiou 90109 l CNWO_ g omerSW - - K> (or Zero) a -acted Bc - �� r Cardinal ___- ___ ._ e�ed? y I�NEw-IN _ Island NE Medan r.;rh Medan crest �;. ] } �Nt EMI Yaq NE Hoag Nn,e, low, W N gang� ' amend NEB gaig west _� - ---b i1 - Ordinal �"'p W State Route - 1 '\) (MiS E - atii Mediert SouthFog Me6en'Nest Pee Son IMw•S-j , CSEN- - crner SE csu \� SWt{ a Noll �.- GB6 — `--SPY ' Came S N - CSEW-L, _ VIM MAI Side South Corner SE Z - S® yonc Nora r•r'CSWE Pod wet foam) j': - Caner B t' Slope g.'©r wing East iC S Die at right. SW SE 10a — Corner Compass Location: From the dropdown list identify the "Cardinal" Corner Compass Location for where the feature is located. r Location 1-;1 Corner Compass Location N — As standing in the center of the o E E intersection or roadway,which ter corner,side,island;Cr median is the y Nth' — feature located by compass point NE Cardinal:N,S,E,"v'i , fie•` Ordinal;NE;SE.S1'r',NW • SE Not Applicable;6-explain in NOTES 10b—Compass Location: From the dropdown list identify the "Ordinal" Corner Compass Location where the feature is located. _ SMulti*Like Features? — N I f there is more than one cf the same — S feature(curb ramp),indicate which is . — E which(pick the direction en the _ w corner cr island that the ramp slopes ME Nw tc the roadway): —® Cardinal:N,S.E,W — SW 'Ordinal: NE, SE,S'' N/A N^' ��`! Not Applicable,-cr cnly one feature — (ramp), 0 1 1- Updated 2018-07-31 KS Page 12 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build 11. Jurisdiction— Identify who has jurisdiction of the feature from the dropdown list instructions Jurisdiction _ WSDOT Select nstructed BY VJSDOT-WSF The agency WSDOT-Facilities - City the feature re Achieved? County belongs tc. Other-NOTES 12. Constructed By— Identify who constructed the feature from the dropdown list Vflf f•JLLflffVfl 1J..fl..T —I Select Constructed By _J Who did the s WSDOT Contractor actual work cr Space Achieved? WSDOT Maintenance contracting. L City County Developer Private 13. Clear Space Achieved (Does not apply to all ramps) See details in the Section 4 below. ..,Uufl.ULI U Li, I Clear Space Achieved? I T ��au Ciear Space Requirement Yes Pick frcm drep-down list. No rvleF If MEF.describe in NOTES _ Curb nia Section !andino RamD/Rich!)#3 14. SR— Enter the State Route identification (number only). 15. Mile Post (MP) - Provide the State Route mile post for the feature. The MP can be calculated possibly using the contract plan information found on the vicinity map. 16. Ahead/Back Indicators (A/B) — Identify if the feature's MP is ahead or back. For most State Routes this will typically be identified as "Ahead". The State Route Milepost Back (B) indicator designates whether the milepost value is the `back' duplicate of a milepost value `ahead' on the route. • -Ahead B-Back Click on the hyperlink to see further documentation pertaining to Milepost Back Indicator Hyperlink ! _I® Updated 2018-07-31 KS Page 13 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build STATE ROUTE MILEPOST BACK(B)INDICATOR The State Route Milepost Back(B)indicator designates whether the milepost value is the'back' duplicate of a milepost value'ahead'on the route. Ahead values have an implied'A'(blank). A back SRMP occurs as a result of- • A realignment that lengthens a section of an SR other than at the end of the route. • Adding mileage to the beginning of an SR. 17. Project stationing - Enter the Project station of the feature, if known. 18. Lt or Rt - Identify where the feature is located in relationship to the State Route centerline (while being oriented and facing in the Increasing MP direction on the SR) from the drop-down list. AL Lu Which side of route? Lt or Rt? j (As locking in the increasing milepost • — direction) Select frcm list: L= Left Longitude A R= Right LC = Left Center nters only RC = Right Center 2.25 ft.etc. Me C = Center ... 8 = Beth Lug For more information click on the hyperlink i Which side of route? Hyperlink (As locking in the Lt or RI? increasing milepost direction) - Select from list: 1.Left Longgtt.i 2.Right ._.._,,. "iu^^�prs only LEFT/RIGHT INDICATOR Features that get tagged with thrs code occur ALONG SIDE the main traveled way. All Left Right Indicators are assigned based on the INCREASING direction of travel,starting from the left and working to the right. L=LEFT Represents features located along side the decreasing traveled way. LC=LEFT CENTER Represents features located along side the median side of the decreasing traveled way. C=CENTER Represents a feature that occurs between the increasing and decreasing traveled way RC=RIGHT CENTER Represents features located along side the median side of the increasing traveled way. R=RIGHT Represents features located along side the increasing traveled way. B=BOTH The feature occurs along side both the increasing and decreasing traveled way. 19. Latitude— Provide the latitude coordinate for the feature. If the coordinate is not obtainable from a collection device, use the WSDOT Geoportal application to identify the coordinate. Instructions for using the Geoportal application can be found by click on the Instructions hyperlink. Updated 2018-07-31 KS Page 14 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build Geoportal Application ''1°1i"1l LL UI nL: hyperlink Geoportal Instructions Latitude Longitude Instructions on how to use the Geoportal Application 20. Longitude — Provide the longitude coordinate for the feature. If the coordinate is not obtainable from a collection device, use the WSDOT Geoportal application to identify the coordinate Instructions for using the Geoportal application can be found by click on the Instructions hyperlink. - .7 Fp1.LUU LI VI IN I;_ Geoportal instructions Latitude Longitude 21. Accuracy— Identify the method used to obtain the Lat/Long coordinates. r ide Accuracy AAA ila r Method used to get Lat/Long Was it taken frcm an aerial image 3. (Gecpertal),or was it taken in the field with GPS Select from the drop-down list .::i de Geo.ortal GPS Field Device Al Other-NOTES rnp 1 22. NOTES - Each form has a "Notes" block to provide additional details on a measurement or details about the feature. 23. Measurement tool information and calibration— Provide the following information pertaining to the measurement tool used to measure slopes. a) The serial number of the equipment used for measuring slopes b) The name of the person who did the calibration c) The date the tool was calibrated. At a minimum, the tool is to be calibrated daily. Updated 2018-07-31 KS Page 15 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build III. Status of a Feature The forms have been designed to provide immediate feedback. A. Additional measurement or information data is needed to complete the form Surveti/Feature Status incomplete form B. For each measurement recorded, the status of ADA compliancy is provided for immediate feedback CSw 1.88 2.00%Max Or FAIL CSW 2.15 2.u6%Max C. In addition, as measurements are recorded, the running and then Final status of the feature will be shown on the form. S.v.rrn Schema: Survey,Feature Status incomplete form -IMF Status Standard ADA Dambase Schema: CR-PIRP ySurvey/Feature Status pass MEF Status Standard ADA Survey/Feature Status FAIL M MEF Status Standard ADA Survey/Feature Status pass MEF Status Has MEF LIEF Reference "a.2222 Updated 2018-07-31 KS Page 16 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build D. Acceptance If, as measurements are being recorded, any of the measurements result in a "FAIL" to meet the compliance criteria, there is a problem. If there is no MEF information attributed to the measurement, the Feature Status will show"FAIL" and is considered non-compliant and will not be accepted by WSDOT. IV. ADA Features Each Feature has a different set of required measurements. Below is detailed information or an explanation of various data fields found on the various forms. A. Curb Ramps 1. Forms to Record Data: • Perpendicular • Parallel Curb Ramp • Parallel 1-Direction • Combination 2. Data Fields Explanation: a) For each of the fields listed below select whether or not the attribute applies: i) Diagonally Orientated— Identify whether or not the ramp points into the center of the intersection. Diagonally Oriented? -� Yes Visualk Identified the Feniur a is A ii) Clear Space Achieved— Identify whether or not a clear space is provided at the bottom of the curb ramp. 4 ft lain if Diagonally Clear Space Achieved? Oriented ft Min if Diagonally g andmg Clear Space Achieved? ented Clear Space Requirement Yes Pick from drop-down list. h.IEF If MEF; describe in NOTES rya - section GB6 Landing I 1510.09(2)(j) Clear Space • Beyond the club face wbere the bottom of a curb:amp or lamiine meets the_a-.er. a clear space of 4 feet m*ntmmnt by 4 feet minimum shall be p:cctdeci in the roadway that is contained within the width of the crosswalk and located wholly outside the parallel vehicle travel lane Nose:Clear space is easily achieved when a separate_orb ramp is provided.oriented :n each drecdon oI pedestrian travel within the width of the crosswalk is serves Updated 2018-07-31 KS Page 17 of 58 • ADA Measurement Forms Instructions For Contractor or Design-Build b) Landing— Provide measurements .Jn,Iu1JI.alI6G Enter numbers OrlyMeasurement Criteria MEF Criteria =1.0C% 2.2`=2.2` ft.etc. Landing CSW 2.00%Max %Max CSL 2.00%Max %Max 4.00 t Min t Min L 4.00 t Min t Min 1510.09(2Xd) Landing A level landing is required eithet at the top of a perpendicular ramp or the bottom of a parallel curb raatp.as noted in 1 i 10-09(1)(a)and(b)for the type of curb ramp med. • Preside a Landing that is at least 4 feet mr=um length by 4 feet nveiemiet width • The running and cross slopes of a curb ramp luneliittt shall be 21 o m atinm•n Now:It is recommended that cross slopes be designed to be less than the allowed nraximumn to allow for some tolerance in const ucdon.For esamp]e.design for a rnaxirnrn 1.5 i aoss slope(rather than.=ay maximum) Exception:the rimming and cross slopes oflandizg for curb ramps at nidblock crossings are permitted to match the street or highway grade. c) Ramp— Provide measurements Ramp RS ?.3O Mat %Max Cs 2.00%Max %Max R' 4.00 t Mra t Man L 15.00 l Max t Max Cr Special Note: For Curb Ramp types Parallel and Combination, the feature may have or may not have a Ramp Left or Right associated it and requires the recorder to identify if the Ramp is Present or not. Updated 2018-07-31 KS Page 18 of 58 • ADA Measurement Forms Instructions For Contractor or Design-Build Ramp Left#2 Present RS#2 Not Present ln Max CS#`- Is there a Ramp(Left)#2? '%Max — Present=YES W.#2 Not Present=NO f Min L#2 115.00 t Max I ft Max • Ramp Right#3 cznimPresent T RS#3 Not Present %Max Is there a Ramp(Right)#3? CS#3 Present=YES Net Present=NO (1) If the Ramp is present select Present from the drop-down list and record the information required. Ramp Left#2 Present pass RS#2 7.90 B.39%Max %Max pass CS#'_ 1.80 "r.DO%Max i%Max pass W42 4.90 4.DDtMar itMei pass L#2 9.10 15:POtMax It Max (2) If a ramp is not present, select Not Present and notice that the associated data cells and ramp Grade Breaks are shaded and auto-filled with "n/a". w Vn3 L I 420 t I it Mir r r57- „_,�,�f Ramp Left#2 Present fie RL5¢2 ?.V%Max %Max �/,ST CSd2 2b1%b bier, i%Wax �IrNS® '_ A'd'- 4,5C MI iMn Counter Slope% La± S.CtMax 11Ms: atx in the Table at right. Ramp Right 0 I Not Present ,�� /P RSx3 .o f.37%Max !%Ivtax CSa3 •o ZC0%Max ,%hiac N`a3 as 4XJ0 TM+ 't Min `�•.�� Lai ea 'S-0°t Max i Max me in the Te[Ae GW5L Curb cep 9 Surface Detail Counter Slope apt where noted. C3•Croas slope rT_ Change RS.Running Slope S 5.e0%Max %Mart CBW=Cross Slope cf N4dth }-if no gutter. CSL.Co®s Slope of Lengths CSW S cam 7.50%Max %Max Mien both = "h Grade Breaks L L=Len ngth OB•Grade Break CBat .4 OWS •=Loeah°n Point (at middle of toning) CB*: GBa3 GBal GBoP GBa6 as GB47 as Updated 2018-07-31 KS Page 19 of 58 • ADA Measurement Forms Instructions For Contractor or Design-Build 1510.09(211a) Clear Width • The clear width of curb ramps and their landing;shall be 4 fees;minimum excluding flares 1510.09(2)(b) Running Slope • The running slope of nab ramps shall not exceed 8.3°b maximum. More:his recommended that nmning slopes be designed to be less than the allowed maximum to allow for some tolerance in constrocuon.Far exam ple.design for a maximum T.S°,curb ramp rwu inE dope(rather than the S3°D mauanzm). • The rimming slope of a perpendicular curb ramp shall intersect the gutter grade break at a right angle at the back of curb. • The nub ramp rtaaxinsnmmaning slope shall not require the ramp length to exceed 15 feet. 4510.09(2Mc) Cross Slope • The cross slope of curb ramp shall not be greater than_°._measured perpendicular to the direction of travel. Aare:It is recommended that;ass slopes be designed to be less than the allowed maximum to allow for some tolerance in construction.For example.design for mardau m l.5D•Moss slope(rather than the 2°.maximum) Exception:The doss dopes of curb ramps at midblock crossings are permitted to match the seer or highway grade d) Flare Slope— Provide measurements Flare Slope FS»1 10%Max %Max FL42 10%Max %Max 1510.09(2)(e) Flares • Flared sides are to be used only where a pedestrian circulation path crosses the curb ramp from the side. • Flared sides are to have a slope of 10°.maximum measured parallel to the back of curb e) Counter Slope—Provide measurement. The form calculates the algebraic difference with the ramp slope to determine compliance. r r • Counter Slope S 5.00%Max %Max RS+S sum 11.60%Max %Max 1510.09(2xf) Counter Slope • The counter slope of the gutter or street at the foot of a curb ramp or landing shall be 5°o mammumm. Updated 2018-07-31 KS Page 20 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build f) Grade Breaks— Grade breaks (GB) are shown on the drawings. W —'~ GBB Landing CSW } GB4 jj ,,3 CS=Cross Slope CSL] RS=Running Slope Curb. 11 r GB=Grade Break w I-----.- ®=Location Point Kemp CS L (at middle of ramp) cm-Cross Slope of RSt� CSL=Cross Slope of Le W=Width Flare#1 Flare#2 L=Length GZ1r6 Golfer GB3 GB2 � I DWS 0 / Cr�rb■ GB1 —i Counter Slope%OO Enter Grade Break(GB)data in the Table at right. • Special Note: Be aware that the diagram does not provide sufficient space for a data box, therefore, select the type of Grade Break from the drop-down list. Notice that a large check will show up on the diagram showing that the measurement was completed. Grade Breaks GB#1 Flush GB#2 1-Inch or Less ?ea to 1/2-Inch YES Bevel '/a to' -Inch NO Bevel GB#3 Greater than 1/2-Inch I Grade-Break at Joint GB#4 Cheese measure: GB#S 1, Flush(0. 00")No vertical Difference 2. 1-Inch(0,01 ft) or Less 3. Between'-';:-Inch WITH 'i:-inch GB#6 Beveled at 2;1 4. Between? -',!-Inch WITHOUT'; inch Beveled at 2:1 5. Greater than Inch i Updated 2018-07-31 KS Page 21 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build Ogq r CS•Cross Slope Bunter Raw Baiter W 1.00 t Awn 11CSL�r RS=RunnirhO Slope Crab r- .. !::.. - - 11l GB Grade Break Gutter L 4.000t Mn hN IT- -- 'a=Location Part Ramp CSs L (at middle a(ramp) W071 Buffer Raw r- r COW•Cross Slope of Web p CSL=Cross Slope of Length RS W=Width RS 9.30%Max Pere#1?,['?..._...,,,r:::ii6:dc7.Flare#2 L=Lergeh �� ........ '�.....--f:::: ro LandiN CS 2.00%Max Curb J GsMer GA3 \-DWS® Buffer Buffer t{' 4.00 t Ile OP CurC Counter Slope%®r Guffer L 1500t Max With Butter 6 � Ent a Break(GBI data in the Table at right. without Flares Flare Slope { GAS I {r--i F3k1 10%Max ill...,._....nr uu5 DINS-W Landing —_ Fl.t."- 10%Max Curb V e Ramp OB3 082 Cure Gap 0 r Cueater Slope Enter Color and Type In the Table Dwg. S 5.00%law Detectable Warning Surface Detail Curb GOP C Rotes: Q)Always lake measurement in the canter of element.except where rated. RS*5 sum 11.00%Max m GB must be flush—record reel case measure ot vertical change over the length of each GB. m Measure Counter Slope between GB1 and GB2(Gutter)—if no gutter.measure 1 ft.max.from GB2- 'rade Breaks 00 Slope arrow indicates positive read.Just record value when both director's shown. ®Detectable Warning Surface—see detail. GR=1 Fle,k 0 Measure Flare Slope parallel to curb. C '=. Special Note: If the form is being filled out in the field by hand first, record the measurement between the two surfaces so that the correct drop-down selection can be selected on the electronic form. 151O.09(2)(i) Grade Breaks • Vertical ali_naent shall be planes s-itnn curb trap runs.l,lmdznzs.and gutter areas within the pedestrian access route • Grade breaks at t?te top and bottom of cunt ramps shall be perpendicular to the direction of rarel cat tho ramp sun. • Surface slopes that meet at grade tweaks shill be flush. g) Type of DWS— Provide measurements. Also identify the type of DWS found (Select from the drop-down list) Detectable Warning Surface Match L Ramp V.r e W 2.I X t Min Color DOT-Yellow Type Truncated Updated 2018-07-31 KS Page 22 of 58 • ADA Measurement Forms Instructions For Contractor or Design-Build 1510.09(2)(g) Detectable Warning Surfaces • Detectable warning surfaces are required where curb ramps or landings connect to a roadway.(See the Standard Plans for placement details and other applications.) • Detectable warning surfaces shall contrast visually(either Light-on-dark or dark-on-Light) with the adjacent walkway surface,gutter,street,or highway. Note:Federal yellow is the color used to achieve visual contrast on WSDOT projects Within cities,other contrasting colors may be used if requested by the city. h) Curb Gap— Provide measurement. Curb Gap r r CG 0.17 t P.eax A RAMP Curb rl Gap r ` measure L @ curb edge CURB L-CURB GAP-if exists space between back of Curb gap curb & DWS,measured In center in center of DWS of DWS RAMP LANDING RAMP distance From ' L GB4 I �t • f I < CURB- 2 CURB GAP-if exists space between back of "1=-1 W curb & DWS,measured G84 in center of DWS DWS on parallel curb ramp one-direction i) Top Area—Parallel 1-Direction Ramp only Provide measurements. TOR Area I Ramp Landing I ...... Cub -'-6' •_•-�-L r ... 1-Di-- GB1 CSL W2:a RS ....::Witt CSL < _ tmtmrammo GB2 �r G63 CSW}r osin csw Curb ltl Gutter GB8 GB6 GB4 DWS c;7 Counter Slope% Crosswalk 7(' DWS-w u Special Note: CSL Measurement CSL Measurement is informational only as it can follow the grade of the road. Updated 2018-07-31 KS Page 23 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build .. I 1 IU.UVanna+, I n.,e,a,. Top Area CSL CM2.00%Max %Max `�. , 4.00 t Min t Min B. Median and Island Cut Thru 1. Forms to Record Data: • CutThru ADA Feature-Cut-Through Median or Traffic =Required Field Contractor As- 1SLAN'D P Island Measurements Phase Bttiits - Database Tema:mEDLaDr_e Contract/Work Order Date Measured SR Project Phase re Statue;incomplete form; Select project phase: ....-....-...............-...._' 4 Status' standard ADA I Measured By Milepost 1.Scoping ...................-.......... 2.Design!Build Cross Street Name �.�e Station 3,Contractor.Ss-Ruilts efre..ee 1 i.Plan Sheet Reference ocac an Geocorai I .nstructmos Lirituda. Lcnetuie -toract Feature Location Code Jurisdiction', Site History Constructed By, Cur-r6n Type PAR Material ADA _.__._-- Emir numbers ordy Carnelian. r1-Median `� 1=1.DO'i,215=225ftrin Meawtereent Criteria MEF Criteria Median Meda 1 3 .rz C2 CMS @ ;; MW n cl DWS( ` urn- s.oc t O, e sr_- = i1 K-. NIL 6.Ot)i tan ® _.--0.1 c2 I: RS ::1 Cl RS Mbrrrolona G82 � GD1 CS 2.co°a Max 'i Vex '.... i� I^DWSi- lr Island DwsW i? 'i A::::::::':: ........ ................. MIN=Medan Cut-mre Width Median Cut-thru NIL.Median Cut-thru Length / ` C1RS nteira[ma CS=Cross Slope as-/ RSS=Rummng Skip. I C3W 1—.4 Enter Color and Type in the Table CIA' SSU t Len t S'-r ca Dws tgr Detectable Warning Surface 2. Data Fields Explanation: a) Cut-Thru— Type: Select the type of roadway feature from the drop-down list. Cut-thru Type Median Cut-thru Type li Island Chcosetypefrom list: Other 1.Median ADA 2.Island Compliance 3.Other Measurement Criteria ME Updated 2018-07-31 KS Page 24 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build b) PAR Material: Select the material type the PAR thru the roadway feature is constructed of from the drop-down list. Cut-thru Type Median PAR Material Driveway PAR Material Type: 1 Asphalt Choose type from list: 2,Cement Concrete 3.Dirt 4.Other 1.Asphalt Measurement urrtena M 2.Cement Concrete 3.Dirt 4,Other If"Other"describe in Notes. 5.60tMin Special Note: Depending on the type of Cut-thru selected, portions of the form that are not relevant are shaded. (1) For a Median C.t-tire T,pe n.a:.. PAR M.t..:.l 1.A.rl.lt ADA Median nr 5.0Q PMin '.ft Min 111. -5A6 it.Mlr® RS Into m.c.nal CS -2.60zMax zMa• • • • • Detectable Yarning Surface-Cl L ✓ 2.00 ft Min C.1.. cot-Va. Trr. -T...n:atrJ Detectable Warning Surface-C2 E Maea. kum.N' ✓ -2.66 ft M:n C.I.r DOT-'l.Iln ES:.oN.ti.n ow Trr• Tr.n:atoJ Updated 2018-07-31 KS Page 25 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build (a) Record the measurements for MW, ML, RS, CS ADA Compliance "Enter ourrters cnP. I = +cC2 2E=2 2 ft etc. Measurement Criteria MEF Criteria Median 3t«' 5.00 t Min t Min ML 6.00 F Min RS tnbrmalanal CS 2.00%Max %Max (b) Record the measurements for Cl and C2 Detectable Warumg Surface—Cl L Match Ramp ^; R 2.00 f:W- C olor DOT-Y¢loar Type T•meaa� Detectable Warning Surface—C:2 L Match Ramp t(V 2.(..70 f.lair Color CCT-Yelcur Exception— See Notes Type T•-rca a. Record the measurements for grade breaks Grade Breaks (u.y.t-fractio•or decimal of a.i.<y GB*1 GB#? Updated 2018-07-31 KS Page 26 of 58 i 1 i-\ ADA Measurement Forms Instructions For Contractor or Design-Build (2) For an Island C•%-sLr.Tn.. 1 1..1 ►a.n.l..:.l 1_111..11.111 a.. c..rl:. .11%.Li$-lAs il..l.. C33 II0 = ¢Tk©-J Szil 184.114....f . Ir1..J, C.Y SAO1-1:. i1Hi. C1CS 2.11%M.. %H.. CzlS I0....16..1 C1Y 5.11 i1 Hi.. el H:. • CzCS LUX Kos %H.. [MU I.i....li...l CYO S.IIi1M:.. FM. CSCS LUX HA. %M.. D. Ll.Y.r.:..S.rf.c.-C1 W Y :.11 it His C.1..-DOT•Y.II.1 T... T I.1 O LI.Y.r.:..S.rf.c.-C2 H.1 I .. W 2.11 i1 H. CAN.-DOT•Y.II.1 C....li..- S..H.I.. T... T I.1 6 Ll.Y.r.i..S.rf.c.-C3 �M.I.Lk... Y i.11 it Hi. C.I.. POT•Trill T.r. T 1,1 CORI CHz Updated 2018-07-31 KS Page 27 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build (a) Record the measurements for CRS,C1 W, Cl CS, C2RS,C2W, C2CS, C3RS,C3W, C3CS sane il i 1.Eilli 1.... , .r ten' CS 2 CO%Max I%Max ,,:-" �—DWS-L . 0 '.ie M - _I C I DWS W ..:,,,,....... >,.-;,,>"- Island OWS MW=Median Cut•lhnr Width Median Cut-thru ; - , -z `�,- CIRS Irdame�and ML=Median Cut-thru Length CS=Cross Slope � GB RS=Running Slope H-C3W 1--,-.I—"-I Enter Color and Type in the Table CIW g.000hlm It Min GB=Grade Break ws O Detectable Warning Surface G63 Detail C1CS 2.00%Max i%Max ®=Location Point . pe....__........ - C2RS Inlamraloaal C3 ' C!W s.COFMk. tMn �C3RS1r;,C3CS ' - . , ' T _.:..: 111111Max 1 »» C2CS 2.00%Max rgsii6 C2W !ME'OECS � C3RS Inbrna'iamal 1 c K :C2: 'Sr C3W aeodaMm. jttln C2RS .f�j ":.;. 1 62 N»:?.i ;•}}:. dates: .. 7' . `ss,C1, •.:•:'::.. �;;;;;;•.; ` O Always take measurement C3CS 200%Max i%Max • �GB, In the center of element, "' erce lwhere Holed. .. : ...or , " Detectable Warning Surface-Cl OiDW5.O {::is ®GB must be flush-record o�^ worst case measure of ', {:j.S:: /G I-7, worstvertical change over the Match length of each GB. I Ramp W :.Oncls‘,,,,:,. ,- - .\\<eraDWS© a Slope arrow Indicates positive read.Just record value W ZOO DIM when both d'vecfrons shown. Island Cut-thru OO Detectable Warning Surface Calor DOT-Yebaw -see detail. (b) Record the measurements for Cl, C2, and C3 I I I Detectable Warning Surface—Cl Match Ramp W W 200V& Color DOT-Yellow Type Ttuntd Detectable Warning Surface—C2 Match Ramp W • W 2.00 Mtn Yew — Color DOT-Y See Notes Type Truntired Detectable Warning Surface—C3 Match Ramp W W 2.00Hhfm Color DOT-Yew Type TnutcaMd Updated 2018-07-31 KS Page 28 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build (c) Record the measurements for grade breaks Grade Breaks (Input-fraction or decimal of an inch) GB41 GB;:_ GB.3 C. Sidewalk 1. Forms to Record Data: • Sidewalk Required Field ADA Feature-Sidewalk Measurements Contractrn Phase As-Boos Schte: SW-LN ER Contract I Work Order Dale Measured SR Form sa,i.,',e+o o:rpeetom,i Measured Be Siff s,.[.. sawtd ADA •Street same ;x=e Sole 1ffF Ra4m<.•__.__.______. Plan Sheet Reference _aCan^ 0 Feature Location Code Jorisdictiou ,a,.uresmeuts recorded an,W,Catm are for out sale ouh- L' u:+mix measurements from both sides ao the same form Site Hillery Constructed Be Sidewalk width(SWW) Goss Slope(CS) 51<e y 7•tecz.2.Zs•z.z5o etc. Ihtwtlaatro Mestttalent CURB Location Sidewalk ADA CO.oa,,.<n<. nP a"trrc+rar DoaarCe MIGioia C,nod. Lc er;,nd. c:aiion NIP Ttp 4.000 Mtn 7d0%NW SV,W �5 t1Y %Nrx i t* ;%Wx SIDEWALK I Jlr %tYx Vie 1%Sax CURB /`:`1)j(iL3;/v/��// �l/7f 715f A i t4hn 1M MO I%ttax ilk Mu SIDEWALK !UK I%tkx OBSTRUCTIONS ilk i%tsx r--r OBJECT i Jinx '%Max This form allows multiple measurements to be recorded (on the same form) along one length of sidewalk. The limits of the sidewalk are from the edge of the curb ramp at one intersection to the edge of the curb ramp at the other end of the block. Where the sidewalk is not interrupted by street intersections with curb ramps, it may begin and end with sidewalk end ramps. Use multiple forms to account for longer lengths of uninterrupted, paved sidewalk. Special Note: Note, if there is sidewalk on each side of the road, use separate forms for measurement collection; a form for the right side and a separate form for the left side. Updated 2018-07-31 KS Page 29 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build For Sidewalk the "Site" location defaults to "Side" Site Side Location Island Median Side Jurisdiction Other-NOTES Measureuueur recorded on this form are for one side only. Which area of the roadway? Do not mu measurements from both sides on the s.-utte f ttr ..GU Select which part of the roadway _ the feature is located: Is it on a corner,an island;a Sidewalk Width(SW%) median,er on the side of the Enter numoers only road? 1=1.00%.2.25=2.25 ft etc. Measurement If it is not on any of those;pick "Other"and describe in NOTES. ,ocation Sidewalk ADA Compliance Latitude Longitude Station Ml' Characteristics Ob,rstruction 4.00 ft Min MEF Criteria 2. Data Fields Explanation: a) Latitude— Provide the latitude coordinate for the feature. b) Longitude— Provide the longitude coordinate for the feature. c) Provide the Station if used d) Provide the MP e) Sidewalk Characteristics - There are eight choices that apply to construction Select from the drop-down list to identify the context for the measurement. Sidewalk ADA Compliance ADA Compliance NEF Criteria NEE Criteria !AP Characteristics Oh'Illic on 4 r)0 ft Min 2.00%Max t Mm %Max I alk Characterics Am one:rt of Sidewalk %Max rval Measurement tical Surface Discontinuity(s'.• ) nge In Width 'Max nge in Cross Slope of Sidewalk fi s %Max nsition Segmentto Existing Sidewalk structionfi7 %Max Curb Ramp-ONLY in Sccping Phase t Min i%Max (1) Start of Sidewalk—This identifies where the sidewalk begins. Could be where the curb ramp adjoins the sidewalk. Record the width and cross slope at that location. (2) Interval Measurement—At approx.. 50-ft intervals along the sidewalk record the width and cross slope. (3) Vertical Surface Discontinuity- Record any location where there is a vertical difference in sidewalk surfaces of more than 1/4 inch. Updated 2018-07-31 KS Page 30 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build 1510.07(1)(c) Surlace p •The surface of the pedestrian access route shall be fnm:table.and slip resistant.Use hard surfaces like cement or asphalt concreted crushed rrave:is not considered to be a stable._ firm steam. •Vertical alignment shall be planar within club ramps,!indent„and ratter areas within the pedestrian access route and within clear space:for accessible pedestrian signals.street furniture.re.and operable part, •Grade breaks shall be dash •Swim discannamnnes(me Eahibet:1510-4 and 1 510-51 on*Minn!surfaces on the pedestrian access route(such as at the joints of settled or upheaved sidewalk panels)may not exceed`s inch mazaen.o,V estsca:daccoatiamrie:between',Inch and?:inch maximum shall be beveled at 2H,(V or flatter.Apply the bevel actors the more level change. Exception:No surface discontinuity z allowed at the connecaun between an t nsting curb ramp or lending and the gutter.Thal grade break must be Cush. 1— a.' wen ems. Beveling Options Exhibit 15104 (4) Change In Width - Record any locations where there is a change in the sidewalk width. Record the width and cross slope at that location. (5) Change In Cross Slope - Record any location where the cross slope changes. Record the width and cross slope at that location. (6) End of Sidewalk—This identifies where the sidewalk section ends, or where a transition segment begins, or where the sidewalk adjoins a curb ramp. Record the width and cross slope at that location. (7) Transition Segment to Existing Sidewalk— If the sidewalk transitions back to an existing sidewalk, record measurements at the match line with the existing sidewalk. (8) Obstruction—An obstruction is any object within the sidewalk that reduces the clear width to less than 4-ft. Record any location where these are found. 1510.07(1)(a) Clear Width • The minimum continuous and unobstructed clear width of a pedestrian access route;LIE he 4 feet,exclusive a of the width of the curb. • Pedestrian access routes that are less than 5 feet tr.clear width,esdustve of the width of the curb.shall provide ide passim spaces at interval_to farther apart than 200 feet.Passing spaces shall be 5 feet wide minlertrren for a minimum distance of 5 feet. Special Note: If the reason for the measurement is related to an Obstruction, complete the Obstruction Type. Updated 2018-07-31 KS Page 31 of 58 • ADA Measurement Forms Instructions For Contractor or Design-Build f) Obstruction Type - Select from the drop-down list to identify the obstruction type. Measurement Enter n,_, ,?,ers crli Sidewalk 1=1.]0':.2[°_2 -2fI1 ut'- Width Sidewalk ADA Compliance MEF C Characteristics Obstruction 4.N ft Min Type 7.Obstruction - Sidewalk Obstruction Type Only complete ONLY if obstruction is present. If no obstruction,skip. If MEF.describe in NOTES - section. Sidewalk AD/ Characteristics Obstruction Type -.Obstruction 23.Shrubs �n- 24.Sign 25.Signal Pole h 26 T" 28.Wall 29.Water Valve 30.Other - n rn rr,uce Obstructions might include: Bench Branch Bridge Expansion Joint Building Catch Basin Fence Fire Hydrant Grate Inlet Ground Cover Guardrail Guy Anchor Guy Wire Junction Box Large Vault -Electric Large Vault-Utility Manhole Newspaper Stand Parking Meter Parked Vehicle Portable Sign Board Power Pole Shrubs Sign Signal Pole Tree Telephone Booth Wall Water Valve Other MEF Special Note: If an obstruction has been documented as a MEF, select MEF from the drop-down list, record the measurements, and in the NOTES box on the form add any additional pertinent information. Updated 2018-07-31 KS Page 32 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build Sidewalk Width(SWAN) Cros Enter numbers only t CC' -2 a etc Measurement Measutem ADA ADALocation Sidewalk Compliance MEF Criteria Complfan Latitude Longitude Station NoCharacteristics Obstruction 4.00 ft Min 2.00%Mt Ype S.Ob,troctioa 17.StEF - Sidewalk Obstruction Type 1Min Only complete ONLY if obstruction is present. t Man If no obstruction,skip. t Mtn If MEF,describe in NOTES section. t Mtn I S tea g) Sidewalk Width— Record the sidewalk width at that location.Cross Slope— Record the cross slope of the sidewalk at that location. D. Independent Shared Use Paths (ISUP) 1. Forms to Record Data: • ISUP ADA Feature-Independent Shared Use Path(ISUP) Phase Database Schema. [SCUP Contract:Work Order Date Measured a111a Fuca SO, eodete fort a11! —•-LSW PW RSW•«. .___. Measured By .::.•' y .•.. ]fEF Sono s+easan� Cress Street Name SR }$ r ' ]IEF Reference ¢• CS sQsi - Plan Sheet Reference __ ,11L.. •! MedependenI Shmad Use Path i' l-: Feature I.oration Code hrisdirtioo ' Site History Constricted By Eller eArt Left Shoulder Width ISLY Vod W Rigks Shouhl•r walk Croos Slope(CS) Running Slope(RS) o'ssrosOno =_.r.t=, rrdv (ISR) °\l (RSIIi OBSTRUCTIONS 1.ZEf.etc cnADA ADA ADA ADA ADA rmstia rnmara r trrwia r mdia comdia Incatioo I ISUT 1h'Al NSIds Wks ter.Mu act`.Ku Ci knot' OkbnrMo• don-erne are laLan tuclron9ituc5tatinn MPt t 16 Criteria easrreme I�Griwia eaaurtane NK Worts eaa me MU Criteria eastreme IIFFGikria IMt I tM t I tlit 50 Mn, -'S New ♦tea tMr OA. t he. a Mo' ''•Stint Mt 1tMi, %M.J '?o Wu t� the �t� N WALL RC. i tlb Ilk, %Mm I,%Mot MIERGiM t..,e I iK. tId %Max It.Vali e,. "fa 4 .1 ,L1.,i for This form allows multiple measurements to be recorded on the same form along a shared use path. For ISUP the "Site" location defaults to "Side" Date Measured S:te Side Lacaaar1 0 I Updated 2018-07-31 KS Page 33 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build 2. Data Fields Explanation: a) Latitude— Provide the latitude coordinate for the feature. b) Longitude— Provide the longitude coordinate for the feature. c) Provide the Station if used d) Provide the MP for each measurement, if available. e) Characteristics - There are nine choices, select from the drop-down list to identify the reason for the measurement. Enter the measurements made. Enter numbers Left Shoulder Wkdth n_Cruc?.ors :+.CCUraC'g only (LSAV) .1=1.00%, = ADA "" -. 2.25 ft..etc. Complian C Location ISUP 2 ft Min Latitude Longitude Station MP Characteristics Ob T;Re ion Mcas..eme■ hCEF Criteria hiII t Mill 1.StartofISLIP n 2.Interval Measurert (SUP Characteristics 3.Vertical Surface D -— 4.Change in Width Select from drop-down list the 5.Change in Cross: location characteristic that rti.Change in Runnini —— ?.End of ISLIP prcmpts a measurement. 8.Transition SSeumei so _ Is it the start cf the path; just a regular interval,, a change in __ the path, an obstruction, etc. (1) Start of ISUP—This identifies where the ISUP begins. Record the width and cross slope at that location. (2) Interval Measurement—At approx.. 50-ft intervals along the ISUP record the width and cross slope. (3) Vertical Surface Discontinuity- Record any locations where there is a vertical difference in surfaces of more than 1/4 inch. (4) Change In Width - Record any locations where there is a change in the ISUP width. Record the width and cross slope at that location. (5) Change In Cross Slope - Record any location where the cross slope changes. Record the width and cross slope at that location. (6) Change in Running Slope — Record location where the running slope changes. (7) End of ISUP—This identifies where the ISUP section ends, or where a transition segment begins, or where the ISUP adjoins another feature. Record the width and cross slope at that location. (8) Transition Segment to Existing ISUP— If the ISUP transitions back to an existing ISUP, record measurements at the match line with the existing ISUP. (9) Obstruction—An obstruction is any object within the ISUP that reduces the clear width to less than 10-ft. Record any location where these are found. Updated 2018-07-31 KS Page 34 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build Special Note: If the reason for the measurement is related to an Obstruction, complete the Obstruction Type. f) Obstruction Type - Select from the drop-down list to identify the obstruction type. Location ISUP 2 f1 Longitude Station MP Characteristics Meast Ob rurtian Type 8.Obstruction 6. Fence n ISUP Obstruction Type 7.Fire Hydrant Only complete ONLY if — S.Grate Inlet — 9.Ground Cover obstruction is present. 10.Guardrail 11,Guy Anchor — If no obstruction,skip. 12.Guy Wire 13.Junction Box v If MEF,describe in NOTES, section. t t Obstructions might include: Bench Branch Bridge Expansion Joint Building Catch Basin Fence Fire Hydrant Grate Inlet Ground Cover Guardrail Guy Anchor Guy Wire Junction Box I Large Vault-Electric Large Vault-Utility Manhole ' Newspaper Stand Parking Meter Parked Vehicle Portable Sign Board Power Pole Shrubs Sign Signal Pole Tree Telephone Booth Wall Water Valve Other MEF Special Note: If an obstruction has been documented as a MEF, select MEF from the drop-down list, record the measurements, and in the NOTES box on the form add any additional pertinent information. Updated 2018-07-31 KS Page 35 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build g) Left Shoulder Width(LSW)- Record the measurement. Left Shoulder Width (LSW) ADA _ Compliance 2 ft Min Measurement MEF Criteria h' « 3.0U tMIn h) ISUP Width (PW)- Record the measurement. ISUP Width R 7 ADA Compliance C 1©ft Min Measuremen MEF Criteria Me 12.00 thin i) Right Shoulder Width (RS W) -Record the measurement. Right Shoulder Width (RSW) ADA Compliance C' 2ftMin 2 aria Measurement MEF Criteria AF An 2.00 t Min t j) Cross Slope (CS)- Record the measurement. Cross Slope (CS) ADA Compliance t 2 DIY': Max 4 Measurement MEF Criteria M 1.85 %Max f , Updated 2018-07-31 KS Page 36 of 58 ADA Measurement Forms • Instructions For Contractor or Design-Build k) Running Slope(RS)—Record the measurement. Running Slope(RS) ADA Compliance 5.00'.%Max Measurement I1tEF Criteria x 4.29 %Max (a) Shared-Use Path Widths The appropriate paved width for a shared-use path is dependent on the context, volume,and mix of users_The desirable paved width of a shared-use path,excluding the shoulders on either side,is 12 feet_The minimum paved width,excluding the shoulders on either side,is 10 feet. A paved width of more than 12 feet,excluding the shoulders on either side,may be appropriate when substantial use by both pedestrians and bicyclists is expected or maintenance vehicles are anticipated. Shared-use path shoulders are typically unpaved and 2 feet wide on either side_ Exhibits 1515-3 through 1515-5 provide additional information and cross-sectional elements_ On bridges or tunnels,it is common to pave the entire shared-use path,including shoulders_This usable width can be advantageous for emergency,patrol,and maintenance vehicles and allows for maneuvering around pedestrians and bicyclists who may have stopped.It also keeps the structure uncluttered of any loose gravel shoulder material_ '1_ Exceptions to Minimum Path Widths A reduced path width of 8 feet may be designed at spot locations that present a physical constraint such as an environmental feature or other obstacle_Refer to the MUTCD for signing and pavement markings for such conditions. In very rare circumstances,a reduced width of 8 feet may be used where the following conditions prevail: • Bicycle traffic is expected to be low,even on peak days or during peak hours. • Pedestrian use of the facility is not expected to be more than occasional_ • Horizontal and vertical alignments provide frequent,well-designed passing and resting opportunities. • The shared-use path will not be regularly subjected to maintenance vehicle loading conditions that would cause pavement edge damage_ • The share-use path is for a short distance such as a spur connection to a neighborhood_ Updated 2018-07-31 KS Page 37 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build (e) Clearances The minimum horizontal clearance from the edge of pavement to an obstruction (such as bridge piers or guardrail)is 2 feet Provide a minimum vertical clearance of 10 feet from the pavement surface to overhead obstructions to accommodate maintenance vehicles,bicyclists,and equestrians. (a) Running Slopes Design running slopes(grades)on shared-use paths less than or equal to 5% to accommodate all user types,including pedestrians with disabilities. When the path is within the highway right of way,its running slope can match the general grade established for the adjacent roadway_ (b) Landings Shared-use path landings provide users a level place to rest on extended grades. Exhibits 1515-6 and 1515-7 show these features_ Design landings to: • Permit users to stop periodically and rest. • Not exceed maximum running slopes and cross slopes of 2%. • Be in line and as wide as the shared-use path.Landings are to be at least 5 feet long. • Avoid abrupt grade changes or angle points.Design transitions to landings using vertical curves_ Landing \IF 2.0%max. 5°min H 2.0%max. 5°min 14—s yak - No max length—> Notes: • Landings are desirable on extended grades. • Design vertical curves to transition from the grade to the landing. • Exhibit 1515-7 illustrates a landing and a rest area. Shared-Use Path Landing Profile Exhibit 1515-6 Updated 2018-07-31 KS Page 38 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build E. Driveways 1. Forms to Record Data: • Driveway ADA Feature-Driveway Measurements Record measorements in die appropriate diagram according Database DW to dris ex ay type.ONLY 1 driveway per form. Phase Schema: I • Survey/Feature Status'immolate form 1 Contract/Work Order Date Measured SR Measured By Milepost A+B ? MSF Stataal =taoadADA Site Cross Street Name Station Lt or}It? MEF Reference v Plan Sheet Reference yaO ' 1 Inshucliors Latitude Longitude Accuracy Feature Location Code Jurisdiction Site History Constructed By ADA -- Erearminter: -- compliance I_1 DC%225=225'. Measurement Criteria MEF Criteria r o t p f - r i b Driveway Driveway Tye —I e-- EAR Driveway Type Flare Flare Material Cheese type from list Curt) Point© t.Access 4cross Project pants 0&0 from where flare intercepts driveway. 2.Access Jogs Arcund Access Across 3.Parallel Access Slope arrow indicates positive read. ®=Location Point W 4.No PAR" Just record value (at middle) "Only in Sccping Phase L. when both CS=Cross CS 2.00%Max %Max a„O lions W W Q CS w Slope sn. n W=Width RS 8.3056 Max %Max 0 GCS Driveway CS/ Point 0 r Flare Flare W 4.00tl IflMit 2. Data Fields Explanation: a) Driveway— Type: Select the type of driveway from the drop-down list. ADA Compliance Measurement Criteria MEF Criteria Driveway Type e PAIR Driveway Type Material Choose type from list: - Point 0 1.Access Across 2.AccessJcgs Around 3.Parallel Access t W 4.No PAR" "'Only in Sccping Phase _ 6 CS Ton%Max I %Max Special Note: Depending on which type of driveway was selected, some measurements are shaded out and are not measured. Updated 2018-07-31 KS Page 39 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build et,Ieasuremel Criteria rtr 1_nten DricewaT II pass Type Access Jogs Around Materia f Point 0 It V 4.00 ft hair it Min $ CS 2.004i P:1ax haa, e Point 0 V 4.00FtMin Ft Mir C$ 2.00%h:1ax h:1a: Point 0 k V 4.00 ft Min ft Min CS 2.007.:f:9ax %Ma. Grade Brew (Parallel Access ONLY) t l...t-fr.cti...r Jrcimel.f..i.ca] GB#1 GB#2 GB#3 GBH b) Driveway— PAR Material— Select the type of material the driveway is constructed of. I I t,nten1 1 Driveway Type Access Jogs Around PAR Cement Concrete Material Point$1 Driveway PAR Material Type: Choose type from list: R' 6 1,Asphalt 2.Cement Concrete 3.Dirt _.-... CS 2.25 4.Other If"Other"describe in Notes. 23 RS 8.00 Updated 2018-07-31 KS Page 40 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build c) Points #1, #2, and#3— Using the pictures on the form, identify where the Point#'s are located, and record the width "W", cross slope "CS'; and run slope "RS"measurements on the form. d) Grade Breaks— Provide measurements where shown on the drawings. F. Ramp for Sidewalk or Bridge Ends 1. Forms to Record Data: • End Ramp ADA Feature-End Ramp Measurements Phase Select Ramp Type ............................. Contract Work Order Dare Measured SR a.rre,IF..t.r.Seat.::....,.ur.r. Measured By Milepost NB ? EF Status; St.1..414p1 Cross Street Name Side Station LL .a2 MEF Reference Plan Sheet Reference LLI2 0 Reonnrtal ortinns Latitude Longitude Accuracy Feature Location Code Jurisdiction RUR Site History otrooted By Enter numbers ones Compile J=I.10O/.2.=225In. nce ptdfeasureme Criteria EF Criteri Noes. Stay,lax.m.a,ar.mnl n d,.r.�d.i.mat b i Vamp Type ©GB Teel a nIM-e.0.0 NO.0JH m wmm cre.wa ma.n, )!ems to eth Of...r GB n I..Ne al ryNl. I . WG) RS 8.30%Max %Mao CS 2.00/Max /Mar GexSide raft V 4.00 ft Min 'RPain _ L8 BOy+Prat Grade Break..l................a..�.1.r....Ll B+tya rvtl Rap es•Gees Stye an.Runbpolncs 61311 .Wm ri0r— • G8•Grade Break GB12 Bridge End Ram ••L.Oaaan Paint GBI p m Iaan.a J SIxn,.M• re,er+ere0E. .va rt*+e nun..yen bole diracli.ne exown. _a gtan,ralpnara aN a.laNry ovY. m tau ygueera. Si(uwaa --we rl.a+.r aNeowY � CB eu,•r�tFnd.vp wDr net Sldemalk End Ramp 2. Data Fields Explanation: a) Location of Ramp— Select from the drop-down list where the end ramp is located. Emer numbers only__ Compliance 1 = • 2 25=2.25t e7. Measurement criteria MEF Criteria Eud Ramp Type 1 Bridge Ramp Sidewalk • End Ramp Type RS 830%Ma Select from list: 1.Bridge CS 21,0%Ma 2.Sidewalk I I Once the type is selected the data box are unshaded to record the measurement on the drawing or in the form. Updated 2018-07-31 KS Page 41 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build 5alerva G62 CS :ridge End Ramp RS/r_ _ r..,. Ce•pI9nta - - YeasuleRRwd Crilaia YEF Criteria 0ni.ay6 Iaaemeeewereem,n me corner m elammL ERd Ramp Iape Bridge xcepl...re not.. �' to GB must be flush—record worst caw %� (ryE n. wrtawerecmcha,aeoar lM ]',amp P Type re^9M M earn GS In�ahb.v right. Sele:t 1rxr I.: We 0 / as 9Y SE(Er e,e ei. S rM CS Z00%Man %'Ow Gax x' axt!dt rnhp cs ausa x Grade Breal6 ��E� Cs•cross awe WS•Bunn.Sipe ciede O,1 •wen AIL • GB•Grids am* GBP2 ••Lamm Parrs oetJ dge End Ramp Inmme a reran) m Slope arrow Ind.Cana pasarvga - Joel recce.v...when Wit drecAns ahom i.711ai is present...swirg aver. neasureWdhr Iran faceat paw.. --.rrcmr morns. s.. OW Sam.Erlllfday WTI— Get SldewGB End Ramp b) Ramp— Record measurements for run slope "RS", cross slope "CS", and width "W"on the form. c) Grade Breaks—Provide measurements where shown on the drawings. "Special Note: The diagram does not provide sufficient space for a data box so select the proper Grade Break in the measurement box and a large check will show up on the diagram showing that the measurement was completed. Y I i err S ia.eVe Ia...r fwade tarealc. Yy•A 4T q�_ G.C,er frees sill Las. ..rs�4awa]M.r Ra•.....sass —wr'''' I M. w,J • alas veer R.no � <:'4".... a r n,a,e,IM.d..rg/j of pea. / u / Rs ea— Updated 2018-07-31 KS Page 42 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build Special Note: If the form is being filled out in the field by hand first, record the measurement between the two surfaces so that the correct drop-down selection can be completed on the electronic form correctly. G. APS Button and Signals 1. Forms to Record Data: • APS Button-Signal ADA Feature-Accessible Pedestrian Signal Pushbuttons and Pedestrian Displaps/Siguals Phase Database Schema: APS SIGN tact I Work Order Date Measured SR +try+Peat.re stag: �•nr••- Measured By Milepost AIB 2 B.tto., a••,I.I.r... , Sits Sigaar I ...... ross Street Name Station LtOt$t: Flan Sheet 1 ncati! Reference a tleafn[tal Enter webers only Le...ctt25bed,1N if Ytc. awn r•r Wtitadc Longitude Accuracy Leave.oMiig blank(NA if NOT e Location Code Jurisdiction Appbcable) cu.liaac Measurement Site Historg istructed By a Cdpteda 3PS PuahSuttoa to.•1 to.a2 to.a9 APSES. APSBat APSB.t I • APS-PUSH BUTTON LOCATION SEPAR&.1 POLE APS-PUSH BUTTON LOCATION SHARED POLE B+ttO«Support la 1 Omar.a.mow.ro.,..w.>"w+r ..•rs•as w Distance °"P"q•^'^' e"•'e DME wM.pw ` ,�� MO Batto.to Io ft Max Carb ,.aanew tr»aw.rr uertna Batto•- 2ft Max ., PassTFrn sins ewe ^%f�w�.ar�'..,..e �i '� . Battoa 2 ft Max La.dng Win. j b Ballot-CM 2ft Max Iy ` -\� Space `, aW.w•q Between If separated, — mN.ge'u ren bill. 0%SUMO,q Bet toas/-2 10 ft Min `...I.tia.rexa+n•m. hi, `Ale aunt"in BetweenIf sepaed, ‘M`rya...«ram MIMI M w40• 6nttoas 2-3 10 ft Min''tIOY Between If:eparated, ,' ' UMW! B.tta.s 3-1 10 ft Min aT... r.a•as ran Wq YAW► 'o"'°"^" /.B -art WnN.r own Wars• a+.n a1...11 12 Clear Space ae/Wnwr• r..axe rM .w.r�tnnc / AP 250ftby ♦ ®I Space Size 600 ft Min ww.. ® I L tl V oat M• - onm / CIr Space'^onuwr✓"w \ i r IWwetr ww IIIII /;{ // CSl 200%Max �L wa.w+Mr ' CS2 _ , .4,, .rwuw/ r""',�...e. Ara PA e. ubstr+<no.• k.... .,ra �/ 1 a.+a..a.a�w \ era Wn(«q .„Yy.yyM��yny brat.PAR& No rl rN.r.IW.Wb '71'Rp.r•a elip, MI PO".n Button 11 aawa0eari.r '•taYabY 1 ._._yF B '15 Vertical 4.00 ft Max lbw APS '1 n-' <a ©aunty^«mewl rep.. ua (((a Diameter O.IT ft Min c.area.a... / p be we .w. '\ B.eeo.._ /]� rtIL1 wewna A \( -/- Co•trasts Contract laaiatsn n.cttw+e Mr iYu.o wr.s'a N. r' o.•s.roar. .. -au•e w.rn tie nor. n _......._..___.. our..err...ew. Batton- Yew xV e "" Wrt hw rw.i Vibrate .r ora a 13«to•- Ye Own OM PS Audible o^sue [..-.! I\ o.r.a r : S.-.xu mar .1c t Aaum«g arrow 2. Data Fields Explanation: a) APS Pushbutton Depending on the location, there may be up to three button locations that information is needed. Using the picture on the form, determine the pole number orientation. (1) Button Support Pole For each button, identify whether the button is located on a separate pole or co-located (shared) on a single pole. Updated 2018-07-31 KS Page 43 of 58 • ADA Measurement Forms Instructions For Contractor or Design-Budd A. Pushbutton #1— two options uincira Measurement BPS PushbuttonAPSButton APSButton APSButton #11 #2 #3 Button Support Pole Distance Button Support Pole ChccsetypefcrAPS _ Button=I: Button to Curb 10 t Max 1.SepIarate 2.Shared Button-PassThru 2 t Max B. Pushbutton #2 & #3 — three options APS Pushbutton APSButton APSButton APSButton #2 #3 Button Support Pole Distance Button Support Pole Choose type fcr APS Button*1 Button to Curb 10 t Max 1.Separate 2.Shared 3.Button-PassThru 2t Max NA-NOT Applicable if NOT present-Do NOT enter data into grata shaded cells Button-Landing 2t Max. 1 • If there is no button, select N/A, and the data cells are shaded and no further information is required. Special Note: Error messages will occur when combinations do not match: A. Only one pushbutton provided: miummumismo APS PushbuttonAPSButton APSButton APSButton =1 pi ?!S Button Support INVALID-Check Shared NA Pole Support Pole Distance Britton Support Pole _r_cc type for APS Button �3: incomplete Button to Curb 10 t Max 1,Separate 2.Shared incomplete Button-PassThru 2 t Max 3,NA NOT Applicable if NOT present-Do NOT enter data into gray shaded cells incomplete Button-Landing 2tMax incomplete Button-Ck Space 2 t Max. Between ., . Buttons 1 2 I' } ac 1kc.Ei$ i .. Updated 2018-07-31 KS Page 44 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build I. In the case where there is only One pushbutton present, select"Separate" and select"N/A" for pushbuttons#2 and#3. II. Make a note in the NOTES box that there is only one pushbutton. StIS}1�llltt011 APSButton APSButton APSButton #1 #2 J Button Support I Separate NA NA Pole I' B. Cannot have a Shared, with a Separate, and N/A. If the pushbutton is shared then both have to be "shared". APSButton APSButton APSButton APS Pushbutton ; � 2 #3 Button Suppo t INVALID-Check Pole Support Pole Shared Separate NA C. Cannot have a Shared, with a Separate, and N/A. If the pushbutton is shared then both have to be "shared". iPS Pushbutton APSButton APSButton APSButton #1 #2 #3 Button Support INVALID-Check I Pole Support Pole Separate Shared NA (2) Distance Using the pictures on the form, address the following: A. Button to Curb — Record the distance from curb to button B. Button-PassThru— If the button is located in a pass thru island, record the distance; otherwise leave blank. C. Button-Landing- Distance from landing to button D. Button-Clr Space - Distance from the button clear space to the button E. Between Buttons 1-2- If the buttons are separated, record the distance. F. Between Buttons 2-3 - If the buttons are separated, record the distance. G. Between Buttons 3-1 - If the buttons are separated, record the distance. (3) Clear Space Record the following measurements: Updated 2018-07-31 KS Page 45 of 58 • ADA Measurement Forms Instructions For Contractor or Design-Build Special Note: There are additional diagrams for clear space to help with identifying the attribute. A diagram will appear when the mouse pointer is over the cell (or the cell with a red marker in the upper right corner is clicked) V l CURB RAMP Clear S ap c_ APS Clear Space a APS Clr Space 2.50 t by 4.00 t Size Min If button is more than 24 inches r from the landing edge.measure a Space CS1 2.00%Max 2-1/2 ft x 4 ft.max.level dear space t)Cross slope of the clear space shall be taken e Ck Space CS2 2 00%Max 2 feet from button in each direction Obstruction Men - i 03 Slope arrow indicates positive read, e PAR it Clear Space rlc If both directions are shown just record value. C distance to APS Button i level dear space possible locations le Button vertical Height 3 83 t Max C$ti.`'• :C$,1=, .e Button Diameter D.17 t Min Ire 16 outta .:,.,C;;; C$7 ;'; Button Contrasts Canna: a With Housing ' ASS �I! .�+. .... RAW Level clear space —�,::•;tn;, -;- !•0), '; CS-Cross Slope e Button-Ilhrrale Yes 11-_-- a Button-Audlrfe 'res A. APS Clr Space Size — Select from the drop-down list Clear Space incomplete APS Cis Space She• 250/by4.00t Meru incomplete Clr Space CS1 2.DO%Max f sN incomplete Clr Space CS2 2.00%Max APS clear Space Sae NOTE:Refer to Clear Space Diagram by hovering cur RED comment notation. incomplete Obstruction!Awn hovering PAR&Clear Space Nc+ni,select measure: Button 1,No Clear Space Button Vertical 2.Greater than 2.5C ft by 4.DG ft incomplete 3.O3tMat 3.2.5Dftby4.DD,ft Height 4.Less than 2.50ft by4.€k0ft incomplete Button Diameter 17 t Min B. Clr Space CS1 — Record the cross slope CS1 Clr Space CS1 2.000%Max • cu.P....-...n 0'T n Ann/ ■f.... C. Clr Space CS2— Record the cross slope CS2 Cir Space CS2 2.00%Max flhetriirtinn htwn Updated 2018-07-31 KS Page 46 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build D. Obstruction btwn PAR & Clear Space — Is there an obstruction between the PAR and the clear space that will hinder access? Select from drop-down. Obstruction btwn Po PAR&Clear Space Yes No Button Vertical Obstruct Betwn PAR&Clear Space ¢,pp t max Pick frcm drcp-dcwn list, Height I (4) Button Using the pictures on the form, address the following: A. Button Vertical Height- Record the measured distance between the surface of the sidewalk to the center of the button. B. Button Diameter— Record the diameter of the button neIgIII Button Diameter 0.17 t Miin C. Button Contrasts With Housing— Select response from the drop-down list. Button Contrasts aass With Rousing Yes -" Yes Gass Button-Vibrate Yes YI Button Contrasts with Housing Pick from drop-down list. a oq Pnttrtn_Attriihk Yo,c Vol;r-n i Raerrr 1 D. Button— Vibrate— Select response from the drop-down list :ass. Button-Vibrate Yes Yes j Yes ass Button-Audible VG Button Vibrate Pick from drep- _ Arrow Parallel to down list. as"S YI Crosswalk Ruttnn Arrnw I 1 E. Button—Audible—Select response from the drop-down list Da a s Button-Audible Yes Voice Beep Arrow Parallel to Bee' :Da'_3 Crosswalk Yes Voice ud"tble None 1 drop- . Button Mow Y� dc,..n list. a`- Contrast Buttton Arrow Updated 2018-07-31 KS Page 47 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build F. Arrow Parallel to Crosswalk— Select response from the drop-down list. Arrow Parallel to Yes Yes Yes Crosswalk Button Arrow Contrast Yes Y, Arrow Parallel to Crosswalk Pick from clrcp-down list. Buttton Arrow YPS VAc I Voc G. Button Arrow Contrast—Select response from the drop- down list. Button Arrow Yes Yes Yes Contrast Buttton Arrow Tulle Yes YI Button Arrow Contrast Pick from drop-dcu+m list. _ H. Button Arrow Tactile— Select response from the drop- down list. Buttton Arrow:ass Arrow Yes Yes Yes Tactile Sign Norrraa Tactile Pick trcm drop-dcain list. .. .. (5) Sign The information in this section is INFORMATIONAL ONLY. A. Sign on Housing—Select response from the drop-down list. : = Sign on Housing Yes Yes Yes No-Se arate Si i __ Sign-Street Name Yes, lousing is . rr_.m drop-down Sign-St Name list. --- Braille Yes Y I B. Sign - Street Name - Select response from the drop-down list. c,as_. Sign-Street Name Yes Yes Yes Sign-St Name "-- Braille Yes No reet Name Pick from drop-down _ Sign-St Name list, Parallel to Crw Yes YI Qinn 4t klsrno I I Updated 2018-07-31 KS Page 48 of 58 • ADA Measurement Forms Instructions For Contractor or Design-Build C. Sign - St Name Braille - Select response from the drop- down list. Sign-St Name ;Dasa Yes Yes Yes Braille Sign-St Name 1211111 oas s Parallel to Crw Yes No -eet Name Braille Picktrom drop-down list. Sinn-StNanw D. Sign - St Name Parallel to Crw- Select response from the drop-down list. Sign-St Name a" Y Yes Yes Parallel to Crw Sign-St Name -' vtia�s Audio Yes No Name ParCrw Picktrom drop-down Iist. .. .. I :, I E. Sign - St Name Audio- Select response from the drop- down list. Sign-St NameD3SS Y Yes — Yes Audio Arrow on Sign yi Sign-Street Name Audio Pickfrcm drop-down list. Sign-St Name F. Arrow on Sign - Select response from the drop-down list. Arrow on Sign Yes Yes Sign-St Name Vibro Yi Sign-Arrow on Sign Pick frcm drop-down list, Al e s:;.znc-a G. Sign - St Name Vibro— Is the street name vibrotactile? Select response from the drop-down list. Sign-St Name — Vibro Yes Yes ---. --- PS Signal No eet Name vitro is : rcm drop-do..'.n list, b) APS Display/Signal Depending on the location, there may be three signals that information is needed. Using the picture on the form, determine the pole number orientation. (1) Signal Support Pole For each signal, identify whether the signal is located on a separate pole or shared (co-located) on a single pole. Updated 2018-07-31 KS Page 49 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build BPS DisplaF;Sigual APSSignall APSSignal APSSignal #1l #2 43 Signal Support Shared Shared Shared Pole Distance Between Signal Support Pole Signals 1-2 Chccse type fcr APS Signal=3: Between Signals 2-3 1.separate 2.Shared Between 3.NA-NOT Applicable if NOT Signals 3-1 present-Dc NOT enter data into gray shaded cells Display/Signal (a) In the case where there is only One display/signal present select "Separate"and select "N/A"for display/signals #2 and#3. (b) Make a note in the NOTES box that there is only one display/signal. APSS gnat APSSigna A2SS'gnal ' APS Display Signal z 3 Signal Support Pole ® " I Distance Signal Support Pole Choose type for APS Between Signal=1: Signals 1-2 1.Separate Between 2.Shared Signals 2-3 Between Signals 3-1 (2) Distance Using the pictures on the form, record the following measurements: Cir Special Note: (a) If the signal is on the same pole "Shared", then no measurement is needed. The measurement boxes are shaded. :BPS DisplaySignal I I APSSignal APSSignal APSSignal s #1 42 43 Signal Support Pole Shared Shared Distance Between Signals 1-2 Between Signals 2-3 Between Signals 3-1 Updated 2018-07-31 KS Page 50 of 58 • ADA Measurement Forms Instructions For Contractor or Design-Build (b) If the signal are on "Separate"poles, then measurements are required. Record the measurements. APS I)is 17� `Si6n:el APSSignal APSSignal APSSignal F as 0123 Signal Support Separate Separate Pole Distance Between It separated, Signals 1-2 10 t Min Between If separated, Signals 2-3 10 t Afiut Between Ifseparaeed, Signals 3-1 10 t Mmn (3) Display/Signal (a) Signal Type - Select from the drop-down list Display/Signal • Signal Type a- incomplete Signal Height Mika Mat Signal Type NOTE:Refer to Signal Type Diagram by - hovering over RED comment notation. incomplete Signal Audible Walk Yes Now,select signal type: Signal Audi*Type 1.Countdown 2.Signal-Other 3.Symbol 4.Symbol AND Countdown 3.Symbol AND'A•crd 6.Word (b) Signal Height—Record the measurement from the sidewalk surface to the bottom of the display/signal box. incomplete Signal Height 7 t Min "_ (c) Signal Audible Walk— Identify if the signal has an audible walk message. Select from the drop-down list Display/Signal Signal Type Countdown I Cox incomplete Signal Height 7 t Min 7 Signal Audible Walk Yes Yes Signal Audible Type No Updated 2018-07-31 KS Page 51 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build A. Signal Audible Type— Identify if the type of audible walk message. Select from the drop-down list c as._. Signal Audible Walk Yes Yes Signal Audible Type Tone S.eech Tone Other ▪ 1510.12(1n°Accessibility-Criteria-forAll-Pedestrian-Pushbuttons-(including APS)¶ ▪1510.12(11(a) ° Location•Requirements¶ •..See-1330.04(4)-for-pushbutton-location-re quirements.-These-location-requirements-limit-the- potential-locations-for-the-pedestrian-pushbutton clear-space--¶ ▪1510.12(11(b) ° Clear•Space•Requirements1 •-+Grade:-2°b-maximum-running-and-cross slopes-¶ ...Clear-space-dimensions:¶ a--Standard:48-inches-in-width-by fro-inches-in-length,-with-the-pushbutton-located-along- one of-the-long-sides of-the-clear aspace.¶ b. .Mini mum:-48-inches-minimum-width-by,48-inches-minimum-length.Although-theADA- minimum-required-clear-space-for-anoperational-control-is-30-inches-by,48-inches,-the- narrow-dimension-iis-inSre-sod-to-48-inches-to-allow-for-maneuvering-similar-to-a-curb- ramp-landing-(see-Exhibit-1510-23).-If-the-clear-space-is-constrained on-three-sides,such- that-the-clear-space-is-set-back-1 5-inches or-more-from-the-PAR,-then-the clearspace-shall- be-48-inch es-m;nimum dth-by-60-inches-minimum-length,-to-allow-for-maneuvering- within-the-constrained-space_—(Exhibit-1510-23)_¶ •..Additional-unobstzucted or-traversable space of-12-inches-on-either-end-of-the clear-space- ghould-be-nrov}, -if-possible,-to-allow-for-protruding-equipment-such-as-foot-rests-to-extend• b eyond-the-clear-space.-This-helps-mobility-assistance-device-users-get-their-shoulder-line- closer-to-the-pushbutton-(see-Exhibit-1510-23).¶ •-i-Clear-space-ttalligagito-overlapother-PAR-elements-(i_e-,sidewalkicurb-ramp-landing)-(see- Exhibits-1510-24a-and-1510-24b)_¶ •-+Clear-space-rm Let-be-ccrqugtxd-to-the-crosswalk-served-by-the-pedestrian-pushbutton-with-a- P.AR¶ Updated 2018-07-31 KS Page 52 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build Standard Minimum 48" 48" MIN. 60" 1 ---', 48" MIN. I,— Basic Clear Minimum when constrained Space I 15" %//!/!/!/!1//!� z 1S. 1 t E--60"--I Typical Rear Axle and lushbutton Foot Rest ocation Ty iical Shoulder 10 12"(TYP.) 0 L1 ne Additional ~6' .eso 'a- 01 Traversable AimP Space • A Front Axle Line Additional traversable PPB space (both sides) Clear Space Approach from left Approach from right Manual Wheelchair Examples Clear•Space•for•Pedestrian•Pushbutton¶ Exhibit-1510-231 Updated 2018-07-31 KS Page 53 of 58 • 1 • ADA Measurement Forms Instructions For Contractor or Design-Build Typical pushbutton Adjacent sidewalk as locati part of clear space. 12" P. --I I—� I I t 1 Imo. /.l 60" Adjacent traversable MI sidewalk (TYP.) Perpendicular Ramp Option: Use Adjacent Level Sidewalk (Not to scale) IINNIIIIIMIIIIIIIIIIIIIIIIIIIMIIIMMENIIIMIll Crosswalk Marking 11 Crosswalk Direction Typical Phbutton �us atien 12" (TYP.)--I F--� �Wklvned ramp landing. I 48" Perpendicular Ramp Option: \ Widen Ramp and Landing Adjacent die+�talk (TY7.j 60 (Not to scale) Crosswalk Marking 1 Crosswalk Direction Perpendicular•Ramp•Concurrent•Clear•Space•Examplesy Exhibit-1510-24aI Updated 2018-07-31 KS Page 54 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build Typical pushbutton location 12" (TYP.)--I I-- ' /Widened ramp landing. 48" / I Adjacent traversable - 60" sidewalk (VIP.) Crosswalk Marking 1 Crosswalk Direction Parallel Ramp Mid-Sidewalk Option;Widen Ramp Landing to 60" 12" (TYP.)—1 Extended ramp landing. Typical pushbutton location 60" III 12" Adjacent Nvs )�-space f Crosswalk Marking Crosswalk Direction II Parallel Ramp End of Sidewalk Option: Extend Ramp Landing to 60" Parallel•Ramp•Concurrent•Clear•Space•Examplest Exhibit 1510-24bl Updated 2018-07-31 KS Page 55 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build •1510.12(1),jc)° Reach-Range-Requirements-I Pushbuttons-are-in-locations considered-unobstructed,-and-follow-the-allowable-unobstructed- reach-distance-requirements-of-the-ADA-accessibility-requirements.-This-manual designs-clear- space-for pushbuttons-based-on-a-parallel-approach,-due-to-difficulties-in-both-accessibility-and- design-when-attempting-to-accommodate-a-fonvard-reach.¶ •4The-provided-clear-space-must-be-within-reach-range-of-the pedestrian-pushbutton.¶ •;The-reach-range-is-10-inches-maximum:-as measured-from-the-edged the-clear-space-to-the- center-of the-physical-pushbutton-(not-just-the-housing).¶ -.For-new-construction,-the-center-of-the physical pushbuttonshall-be-no-sore-tban-9-inches- from-the-edge-of-the-clear space.-It-is-preferable-to-loratr-thepushbutton-as-close-to-the-edge- of-the-clear space-as possible-¶ •-.Different-types-o fpushbuitons-(front-mount-H-frame-type-versus-side-mount-Accessible- Pedestrian-Signal-type)-will-have-different-reach-ranges-on-the-same pole.-Generally,- designing-for-a-side mount-pushbutton-will-result-ina-front-mountpushbutton-also-being- within-the required-reach e.-This-is-generally-not-true-the-other-way-around_-(see-Exhibit- 1510-25)¶ •-tThe-center-ofthephysical-pushbutton-shall-be -in.ches-above-the-surface-of-the-clear-space.-- Existing-installations-may-remain-if-they-are-within-a-range-of36-inches-minimum-to-48- inches-maximum-above-the-surface-of-the-cle,ar-spacel •-+The-pushbutton-shall-be-a minimum-of-12-inches-in-from-both-ends-of-the-clear-space,-and- should-be-at-least-24-inches-in-from-both-ends-of-the-clear space.-Ideally,-the-pushbutton- k k t along-one-side-of-the-clic-space.-If-the-clear-space-is-rectangular,-the- pushbutton-shall-be-located-along-one-of-the-long-sides-of-the-clear space_¶ Updated 2018-07-31 KS Page 56 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build Center of Center of 24" MIN. Pushbutton 12" PAIN. Pushbutton 24"MIN. 12" MIN. f r 9" MAX 10" MAX. Standard 1.1inirnum APS PPB /PP$antlonal APS PPB Conventional on ntional PB 1 1 1 >9., Clear Space Clear Space Conventional PPS accessible; Both PPB types accessible APS PPB not accessible (Typical) Clear Space for APS PPB APS PPB f /pP6 entional IljZL 7___; Clear Space 9" PPConventional Both PPB types accessible lAltemative Example) t NOTE:•See•Exhiits•13311-14aaand•1336-14b-for•pote•setback•limits¶ Reach-Ra ncle•for•Pedesfrian•PushbuttonsQ Exhibit-1MO-251 Updated 2018-07-31 KS Page 57 of 58 ADA Measurement Forms Instructions For Contractor or Design-Build V. Transmitting Collected Data to the WSDOT Project Office After completing the feature measurements, the Contractor shall transmit the completed electronic Excel "Passed" forms to the Project Engineer administering the contract. Include the following information in the transmittal: 1. Contract Number 2. Date Measurements Completed 3. Name of Individual who completed the Measurement forms 4. A statement from the Prime Contractor certifying that the measurements in the electronic file are accurate and reflect ADA compliance. Updated 2018-07-31 KS Page 58 of 58 ID Task Task Name Duration Start Finish Predecessors Qtr 4,2021 Qtr 1,2022 Qtr 2,2022 Qtr 3,2022 0 Mode _SIR_ _Oct_ Noo__-_Dec Jan I Feb I Mar Apr May Jun Jul Aug Sao 1 ! Duvall Avenue Ne 260 days Mon 9/20/21 Fri 9/16/22 2 mit Mobilization 4 days Mon 9/20/21 Thu 9/23/21 P 3 IV: Class A Signs 2 days Mon 9/20/21 Tue 9/21/21 - 4 Workzone C Construction 60 days Mon 9/20/21 Fri 12/10/21 3 - 5 Traffic control 60 days Mon 9/20/21 Fri 12/10/21 I —ximarall 6 -0 PCMS 60 days Mon 9/20/21 Fri 12/10/21 I IIIGIIII 7 a Survey 2 days Tue 9/21/21 Wed 9/22/21 8 ,a erosion control 3 days Wed 9/22/21 Fri 9/24/21 a 9 t sawcutting 2 days Thu 9/23/21 Fri 9/24/21 U 10 clear and grub 4 days Mon 9/27/21 Thu 9/30/21 9 A r demo 2 days Fri 10/1/21 Mon 10/4/21 10 l: t install new hydrants 2 days Tue 10/5/21 Wed 10/6/21 11 r 13 Removal of Structures and obstructions 5 days Thu 10/7/21 Wed 10/13/21 12 , 14 # storm system 10 days Thu 10/14/21 Wed 10/27/21 13 AMF r15 Underground utilities 20 days Thu 10/28/21 Wed 11/24/21 14 16 illumination 20 days Thu 10/28/21 Wed 11/24/21 11 17 A" Roadway Excavation and subgrade 5 days Thu 11/4/21 Wed 11/10/21 INV 18 7r CSTC 4 days Thu 11/11/21 Tue 11/16/21 17 i- 19 , Curb and Gutter 1 day Wed 11/17/21 Wed 11/17/21 18 k 20 :it' Sidewalk,Ramps,DW and High walls 13 days Thu 11/18/21 Mon 12/6/21 19 21 fr Planning weather pending 2 days Tue 12/7/21 Wed 12/8/21 20 r 22 hma weather pending 2 days Thu 12/9/21 Fri 12/10/21 21 r 23 # Workzone A Construction 20 days Fri 11/12/21 Thu 12/9/21 GI 24 # Traffic control 20 days Fri 11/12/21 Thu 12/9/21 MINIM 25 f' PCMS 20 days Fri 11/12/21 Thu 12/9/21 26 # Survey 1 day Fri 11/12/21 Fri 11/12/21 27 1 Erosion control 1 day Fri 11/12/21 Fri 11/12/21 28 fi Sawcutting 1 day Fri 11/12/21 Fri 11/12/21 29 , Clear and grub 1 day Mon 11/15/21 Mon 11/15/21 28 T 30 x• Demo 1 day Tue 11/16/21 Tue 11/16/21 29 r it Storm system 1 day Wed 11/17/21 Wed 11/17/21 30 7r Roadway Excavation and subgrade 2 days Thu 11/18/21 Fri 11/19/21 31 33 tt CSTC 2 days Mon 11/22/21 Tue 11/23/21 32 T 34 x Curb and Gutter 1 day Wed 11/17/21 Wed 11/17/21 18 1 35 * Sidewalk 1 day Thu 11/18/21 Thu 11/18/21 34 r 36 rt Planning weather pending 1 day Tue 12/7/21 Tue 12/7/21 20 r 37 a' Hma weather pending 1 day Thu 12/9/21 Thu 12/9/21 21 r 38 f Workzone B and E Construction 106 days Mon 12/13/21 Mon 5/9/22 37 1 Task IIIIIIIIIIIIIIIIIIIIIIIIIIIII Project Summary Manual Task I I Start-only C Deadline 4- Project:Duvall ave. Project Sch Split Inactive Task Duration-only Finish onlyJ Progress Date:Fri 7/9/21 Milestone • Inactive Milestone Manual Summary Rollup External Tasks Manual Progress Summary 1 "."""'''''''""'I Inactive Summary Manual Summary 1 "'"""'""-I External Milestone Page 1 ID Task Task Name Duration Start Finish Predecessors Qtr4,2021 Qtr 1,2022 Qtr2,2022 Qtr3,2022 0 Mode Sep Oct Nov Dec Jan i Feb . Mar Apr May I Jun I Jul Aug Sep 39 ! Traffic control 105 days Mon 12/13/21 Fri 5/6/22 40 s PCMS 105 days Mon 12/13/21 Fri 5/6/22 41 a Survey 2 days Tue 12/14/21 Wed 12/15/21 42 + Sawcutting 1 day Wed 12/15/21 Wed 12/15/21 1 43 f Erosion control 3 days Wed 12/15/21 Fri 12/17/21 ■ 44 • Clear and grub 2 days Mon 12/20/21 Tue 12/21/21 43 t - 45 1 Pulverize and remove asphalt 2 days Wed 12/22/21 Thu 12/23/21 44 T 46 :0 Removal of Structures and obstructions 7 days Fri 12/24/21 Mon 1/3/22 45 i` 47 + Demo 2 days Tue 1/4/22 Wed 1/5/22 46 r 48 f Cdf Fill Storm 2 days Thu 1/6/22 Fri 1/7/22 47 r 4 Storm system 25 days Mon 1/10/22 Fri 2/11/22 48 TMIIIMI- x Water System 15 days Mon 2/14/22 Fri 3/4/22 49 iE• 51 0 Underground utilities 40 days Mon 3/7/22 Fri 4/29/22 50 52 0 illumination 40 days Mon 3/7/22 Fri 4/29/22 50 irIIIIIII 53 { Electrical system Complete 57 days Mon 2/14/22 Tue 5/3/22 49 54 0 Roadway Excavation and subgrade 20 days Mon 3/7/22 Fri 4/1/22 50 55 / Place Recycled Asphalt 5 days Mon 4/4/22 Fri 4/8/22 54 56 >♦' CSTC 3 days Mon 4/11/22 Wed 4/13/22 55 t 57 >r Curb and Gutter 2 days Thu 4/14/22 Fri 4/15/22 56 58 Sidewalk,Ramps,DW and High walls 8 days Mon 4/18/22 Wed 4/27/22 57 SI-, 59 >r CSTC 3 days Thu 4/28/22 Mon 5/2/22 58 60 Jf Hma 5 days Tue 5/3/22 Mon 5/9/22 59 irl- 61 7,0" Workzone D Construction 56 days Tue 5/10/22 Tue 7/26/22 60 INC= 62 ♦ Traffic Control 55 days Tue 5/10/22 Mon 7/25/22 MIIMIIIIIMIMI 63 0' PCMS 55 days Tue 5/10/22 Mon 7/25/22 INIIIIIIMMIIIIIIIIIN 64 + Survey 2 days Wed 5/11/22 Thu 5/12/22 65 a Sawcutting 1 day Thu 5/12/22 Thu 5/12/22 1 66 s Erosion control 2 days Thu 5/12/22 Fri 5/13/22 iti 67 f Clear and grub 2 days Mon 5/16/22 Tue 5/17/22 66 T 68 r Pulverize and remove asphalt 2 days Wed 5/18/22 Thu 5/19/22 67 r , Removal of Structures and obstructions 2 days Fri 5/20/22 Mon 5/23/22 68 Il A Storm system 5 days Tue 5/24/22 Mon 5/30/22 69 i` __ 71 7r Water System 1 day Tue 5/31/22 Tue 5/31/22 70 ti 72 ' Underground utilities 15 days Wed 6/1/22 Tue 6/21/22 71 i• 73 f illumination 15 days Wed 6/1/22 Tue 6/21/22 71 i 74 fr Roadway Excavation and subgrade 20 days Wed 6/1/22 Tue 6/28/22 71 75 1 Place Recycled Asphalt 5 days Wed 6/29/22 Tue 7/5/22 74 76 A. CSTC 3 days Wed 7/6/22 Fri 7/8/22 75 Task Project Summary Manual Task 1 I Start-only C Deadline a Project:Duvall ave. Project Sch Split Inactive Task Duration onlyFinish only3 Progress Date:Fri 7/9/21 Milestone ♦ Inactive Milestone Manual Summary Rollup External Tasks Manual Progress Summary I I Inactive Summary Manual Summary I • External Milestone , Page 2 ID Task Task Name !Duration Start Finish Predecessors Qtr4,2021 Qtr 1,2022 Qtr 2,2022 Qtr 3,2022 e Mode _-_ Sep Oct Nov Dec Jan Feb Mar Aar I Mae 1 Jun y1 : Aug I Seo 77 Curb and Gutter 1 day Mon 7/11/22 Mon 7/11/22 76 78 Al Sidewalk 3 days Tue 7/12/22 Thu 7/14/22 77 II 79 # CSTC 3 days Fri 7/15/22 Tue 7/19/22 78 a, 80 hma weather pending 5 days Wed 7/20/22 Tue 7/26/22 79 81 ' Workzone F Construction 30 days Wed 7/27/22 Tue 9/6/22 80 82 Traffic Control 30 days Wed 7/27/22 Tue 9/6/22 INI 83 a► PCMS 30 days Wed 7/27/22 Tue 9/6/22 IIIMMIMM 84 Survey 1 day Thu 7/28/22 Thu 7/28/22 I 85 re Sawcutting 1 day Fri 7/29/22 Fri 7/29/22 84 h 86 — Roadway Excavation and subgrade 3 days Mon 8/1/22 Wed 8/3/22 85 1' * Extruded Curb 2 days Thu 8/4/22 Fri 8/5/22 86 l Irrigation 20 days Mon 8/8/22 Fri 9/2/22 87 rl 89 zt Topsoil 20 days Mon 8/8/22 Fri 9/2/22 MIMI 90 ,1 Landscaping 20 days Mon 8/8/22 Fri 9/2/22 lam, 91 Ilt Hydroseeding 2 days Mon 9/5/22 Tue 9/6/22 90 T 92 Pavement Markings and Signs 7 days Wed 9/7/22 Thu 9/15/22 91 IIM 93 0' Traffic control 7 days Wed 9/7/22 Thu 9/15/22 MN 1 94 * PCMS 7 days Wed 9/7/22 Thu 9/15/22 P! 95 # Permanent Signing 7 days Wed 9/7/22 Thu 9/15/22 I 1 96 * Remove Markings 7 days Wed 9/7/22 Thu 9/15/22 1 1 97 ,► Paint Lines 7 days Wed 9/7/22 Thu 9/15/22 I I 98 , Plastic markings 7 days Wed 9/7/22 Thu 9/15/22 1 I 99 fI' Substantial Completion 1 day Fri 9/16/22 Fri 9/16/22 98 r Task 111111111111111111111111111111111111 Project Summary Manual Task — Start-only C Deadline 4 Project Duvall ave. Project Sch Split , ,,,,,,,,,,,,,,,, Inactive Task Duration-only l= 1 Finish-only ] Progress Date:Fri 7/9/21 Milestone ♦ Inactive Milestone Manual Summary Rollup is External Tasks - Manual Progress Summary l'''' "'" 1 Inactive Summary Manual Summary I1 External Milestone V Page 3 • CITY OF RENTON PRECONSTRUCTION CONFERENCE MINUTES AUGUST 31,2021 DUVALL AVENUE NE CAG-20-065 Comments made during the meeting are shown in italics 1. Introductions: see the attached attendance sheet for a list of attendees 2. Project Description: The City awarded this project to Reed Trucking& Excavating, Inc. on July 19,2021. This project is partially funded by an Ecology Stormwater Grant and by a TIB grant. Construct improvements to Duvall Ave NE between NE 4`h Street and NE Sunset Boulevard. The work includes pavement widening and reconstruction, excavation, grading,pavement removal,planing,paving, curb/gutter/sidewalk, storm improvements, illumination improvements,a HAWK Signal modification and relocation at NE 1261 Street,FO installation, solar powered flashing beacon improvement,radar speed sign improvements,retaining walls,joint utility trench, water system improvements,pavement marking, signing, irrigation and landscaping. 3. Organization City of Renton Project Manager—Flora Lee Phone: (425)430-7303 Email: flee(&,Rentonwa.gov Capital Projects Administrative Secretary-Joey Hamden Phone: (425)430-7225 Email:jharnden@,Rentonwa.gov_ Transportation Design Manager—Bob Hanson, PE Email: bhanson@rentonwa.gov G&O#20593 Page 1 of 13 - 1 PRECONSTRUCTION CONFERENCE AGENDA (Continued) Construction Management—Gray&Osborne, Inc. Construction Manager—Tani Stafford, G&O Phone: (206) 284-0860 Cell: (206)498-2888 Email: tstafforda,g-o.com Gray& Osborne, Inc. 1130 Rainier Avenue South, Suite 300 Seattle, WA 98144 Project Inspector—Phil Van Earwage, G&O Cell: (253)335-0257 Email: pvanearwage(a,g-o.com Document Management—David Roman-Sanchez, G&O Phone: (206)284-0860 Email: droman-sanchez@g-o.com Design Firm—Parametrix Engineer of Record—Cindy Clark Phone: (253) 604-6739 Email: CClark@parametrix.com Environmental—Widener&Associates Jordan Widener Phone: (510) 725-2291 Email:jordancw@widener-enviro.com Material Testing—Materials Testing&Consulting, Inc. Deane Ramsdell Phone: (360) 755-1990 Funding Agency Oversight Melisa Snoeberger—Department of Ecology Email: MSNO461@ECY.WA.GOV Greg Armstrong—Transportation Improvement Board Phone: (360) 586-1142 Email: GregA@tib.wa.gov G&O#20593 Page 2 of 13 PRECONSTRUCTION CONFERENCE AGENDA (Continued) Contractor—Reed Trucking&Excavating, Inc. Name: Dustin Wright, Project Manager Cell No.: (253) 606-5415 Office No.: (360)701-0997 Name: TBD, Superintendent Cell No: ( ) - Name: TBD,Foreman .Cell No: ( ) Name: Tiffani Barquist,Administration Office: 253-841-4837 Name: Shawn Reed, Owner/Project Manager Cell No. (253-405-3905 4. Construction Schedule: Contractor to present Progress Schedule. The City plans to issue the Notice to Proceed on: September 20, 2021. Contract time begins on the first working day following NTP. Reed Trucking anticipates pipe to be available at the end of October or November. 5. Job Site Meetings: Weekly meetings on Tuesdays at 11:00 a.m. virtually via Zoom. The first meeting will be held on Tuesday fiber October 19, 2021 (tentative). Contractor to provide two-week look ahead schedule at these meeting. 6. Work Hours: Work hours allowed by the contract are a consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. Requests for deviations are required to go to the City for review. 5 x 8hr work week: 7:00am/7:30am to 3:00pm/3:30pm 7. Utility Contacts/Transportation/School District: City of Renton— Water— Water Maintenance Manager- George Stahl—(425) 430-7400 Water Maintenance Services Supervisor- Greg Seegmiller- (425) 430-7400 Assistant Development Engineering Manager-Justin Johnson— (425) 902— 7102 for water main install inspection Civil Engineer 3 -Eric Ott—(206) 586-7725 G&O#20593 Page 3 of 13 PRECONSTRUCTION CONFERENCE AGENDA (Continued) Storm— Wastewater/Surface water Maintenance Manager-Nathan Nelson —(425) 430-7400; cell(425) 757-4102 Wastewater/Surface Water Maintenance Supervisor-Rocky Sittner (425) 430-7400 Civil Engineer 3-Jared McDonald—(425) 757- 7718 Traffic Signal and Sign Shop—Transportation Maintenance Manager-Eric Cutshall—(425)430-7423, cell: (425) 766-7347 The City requests contractor to order poles as soon as possible. Irrigation systems-Parks Maintenance Manager-Steve Brown— (425) 766—6190 Street Maintenance Section&Solid Waste Manager— Patrick Zellner(425) 766-6181 cell Information Services(Fiber Optic)—Brett Tietjen(425)430-6873. CcnturyLink Lumen— Communication—Jesse Patjens(206) 733-8591 (425) 429—5722 PSE— Gas—Glenn Helton(425) 559-4647 Ron Moini(206) 396- 6640 Electric—Jason Aircy(206) 348 9637 Dennis Booth (425) 417—9188 Gary Bradley (253) 343—3754 Pre project gas main locates have been completed Call Glenn or Ron for 4" Gas stand by digs There are 6—8 gas valve adjustments that PSE is interested in having Reed to do directly Comcast Cable— Communication—James Cohn(253) 569-0636 King County Water District 90- G&O#20593 Page 4 of 13 J. PRECONSTRUCTION CONFERENCE AGENDA (Continued) Joshua Drummond (425) 529-4190 Renton School District(District owned Fiber Optic)— Steve Lewey(425)939-1386 New school project work to take place on Duvall Ave MTC—Robert McNamara King County Metro Transit Construction Information Center—206-477- 1140; e-mail: construction.coord@kingcounty.gov Buried Utility Locating Assistance—One-call Center 800-424-5555 8. Emergency Services: The Contractor shall provide an Emergency contact list of people that will be available at all times in case of emergency. 9. Water Main Improvements: 1. There are some existing water mains to be removed between 7th and 10th, after installation of FH's and plugs. Some of this work involves KCWD90. 2. The work involves construction of a 16"DI water main north of NE 12th, and abandon existing. 3. Restrained Joints. 4. Obtain Double Check valve and meter from City. 5. Testing and Connections to Water Mains—hydrostatic pressure test, disinfection, flushing and poly-pigging, dechlorinate before discharge to storm system. Any discharge to sanitary involves coordination and approval from City. 10. Utility Undergrounding for Power and Communication: 1. Coordinate with PSE and Comcast for furnishing the vaults,handholes, pedestals, conduit etc. to be installed by the Contractor. Contractor to provide 15 to 20 day notice to PSE and Comcast prior to the need for the material. G&O#20593 Page 5 of 13 PRECONSTRUCTION CONFERENCE AGENDA (Continued) 2. Comcast and PSE will install their own cables,transformers, etc.Discussed that Comcast in the JUT is shown on the plans between 76 and 8th 3. Contractor to furnish and install City of Renton Transportation utilities (Signal and Illumination). Contractor to furnish and install all City j-boxes,vaults,manholes,pedestals,conduits, conduit fittings, sweeps, spaces, cabling, etc. 4. Contractor to provide staging for the PSE and Comcast materials, coordinate the work with the utilities and City, construct the joint trench and lateral trenches, install PSE and Comcast utilities, furnish and install City utilities,proof conduit, cap, backfill trench and provide restoration, construct service trenches on the abutting properties etc.Reed Trucicing is looking for a laydown yard. PSE asked if they will need temp power there and to provide an updated schedule. 5. PSE and Comcast have windows of time to do their work as defined in 8-31 PSE will be doing trench inspections during the duration of the JUT work. 6. Obtain permits PSE Electric Service Application—Discussed if there are new services required for the project. The plans show relocation of an existing service at 12th, but no new service. Street lights connect to existing services. Will revisit to see if there will be a service needed for the the irrigation system control valves. Discussed that some service cabinets are non-metered but these are not intended to be touched by the project. 7. City of Renton Electrical Permit Application. CC Flora on the submittal. 11. Renton School District Improvements-Elementary School 16 1. Installation of a full traffic signal at NE 10th St&Duvall Ave NE,to replace the HAWK signal. TRANSPORTATION/UTILITIES DISMISSED 12. Ecology Requirements: 1. Utilization of Minority and Women Business Enterprises: The Contractor is encouraged to use MBE and WBE subcontractors. 2. Installation of LID storm features. G&O#20593 Page 6 of 13 PRECONSTRUCTION CONFERENCE AGENDA (Continued) 3. There is a Special Provision 1-10.1 with the requirements for the Ecology information on the.project signs. Send copy of the submittal to Melisa for upload to EAGL. 4. Change orders for storm related items require Ecology concurrence. Send 10 days in advance for Ecology review and acceptance. Discussed that FWD that have to do with storm items will be sent to Melisa Snoeberger as these precede change orders. 13. Communication/Chain of Command: All RFIs, submittals,request to sublets, certified payrolls,2-week look ahead schedules shall be uploaded to the CMS. G&O staff(Tani, David and Michael)will be the gatekeepers and forward to the City and Engineer of Record for actions. All CMS users will have the ability to view initial and final submittals of these materials,however portions of the CMS are not visible to the Contractor, such as internal engineering review/responses between initial and reviewed documents. Emails need to include the City project number CAG 20-065 in the subject line and sent to: • Flora Lee, flee@Rentonwa.gov • Tani Stafford,tstafford(a�g-o.com: • David Roman-Sanchez, droman-sanchez(aiig=o.com • Josef Hamden,jharnden@Rentonwa.gov Rentonwa.gov • Cindy Clark, CClark@parametrix.com issues related to design • Philip Van Earwage,pvanearwage(aIig-o.com—field issues Field issues will be directed to Phil Van Earwage. He has the authority to reject defective material and suspend work that is being done improperly. He does not have the authority to change the Contract. 14. Order of Work: The Contractor is required to commence work as follows (listing of major project elements only): 1. Project Submittals to the CMS: a. Review Non-Material Submittal Log. G&O#20593 Page 7 of 13 PRECONSTRUCTION CONFERENCE AGENDA (Continued) b. Review ROM. Use RAM and QPL forms. G&O will track material on the ROM. 2. Notifications: a. Pothole Data 2 working days prior to potholing and 5 working days prior to trenching. b. 2 working day notification to Businesses and Residents prior to planned driveway closures. c. 10-day notice of lane closures using PCMS. d. 48-hour notice to owner prior to entry onto easements or rights of entry. e. Written release for any private property agreements,prior to completion. f. Written notification to property owners/residents fronting the project 5 days prior to commencement of the work. Door hanger is OK g. Written notification to police, sheriff, Fire and Life Safety, postmaster,bus companies, and emergency personnel 72 hours in advance of lane closures, detours or driveway closures. 3. The Contractor shall call for locates and have utilities marked by various utility owners. 4. The Contractor shall furnish and install temporary erosion control. 5. Construct underground work prior to surface work. 6. There are 260 working days to physically complete the project. 15. Subcontractors and Agents: 1. Nature of work to be performed by each subcontractor: 2. Ground Up—planing and pulverizing 3. Green City-Landscaping 4. Totem Electric—Signal and illumination G&O#20593 Page 8 of 13 PRECONSTRUCTION CONFERENCE AGENDA (Continued) 5. Lakeridge—Paving 6. Stripe Rite—Channelization 7. C&P Fencing-Fencing 8. Subcontractors route correspondence via prime contractor. 9. Prime contractor must have a representative with authority on the job site at all times. 10. Does Reed Trucking need CAD files for surveyor? Yes 16. Traffic Control and Safety: 1. Submit the TCP plans along with the Traffic Control Plan form filled out at least three(5)business days in advance. A link to the form is in 1-10 of the Special Provisions. CC Flora on the submittal for expediting. 2. Lane closure restrictions per the Special Provisions 1-07.23(1). The Contractor shall keep at least one lane in each direction open to traffic at all times unless specifically otherwise approved by the Engineer. 3. No lane closures are allowed at the Starbucks drive-through lane at any time throughout the duration of Construction 4. Contractor shall install and maintain traffic control signs. 5. The Contract requires that roads and sidewalks are open to traffic. There is substantial high school vehicle and walking traffic through the site. 6. Local access for property owners must be provided with minimal delay. Emergency response access must be provided at all times. 7. Access must be provided for Mail Service and Garbage Service 8. Manual on Uniform Traffic Control Devices will control signing. 9. Safety-Flagman shall use standard paddle,hardhat, and vest and must be certified with flagman card. Provide copies of flagman cards and TCS cards. G&O#20593 Page 9 of 13 PRECONSTRUCTION CONFERENCE AGENDA (Continued) 10. Submit Traffic Control Summary Log (Form 4210040A an 421-040B)to Inspector 11. Request Police to report all construction zone accidents to the Contracting Agency. 12. Trucks and equipment must operate at a safe and legal speed limit throughout the City. 13. Coordinate with Engineer regarding any changes to traffic control. 14. Work within and affecting the signalized intersections requires the use of Uniformed Police Officers. See Special Provision 1-10.12 in regards to UPO requirements for work near the HAWK signal. 17. Environmental Considerations/Permits/Licenses: 1. The project is within existing City right-of-way and easements. All work needs to stay within the project ROW and easements. 2. There is an Ecology Construction Stormwater Permit(NPDES Permit) WAR309680—see Appendix C.Adhere to the requirements. Tani to send Reed Trucking the SWPPP prepared for the project. 3. There is an inadvertent discovery plan in Appendix F in the case of discovery of human remains or archaeological material. 4. Install appropriate BMPs throughout project and/or plug catch basins to prohibit concrete slurry or high pH water from entering during concrete work. 5. Permits required for storage or laydown on private property are the responsibility of the Contractor. 18. ADA Requirements: There is a WSDOT handbook available for ADA requirements: https://www.wsdot.wa.gov/publications/fulltext/desi gn/asde/ada/ADA_Measurem ents.xlsm 1. Use digital level to check the requirements because the WSDOT Local Programs office will use the same. City recommends checking form work and wet concrete for ADA compliance. G&O#20593 Page 10 of 13 PRECONSTRUCTION CONFERENCE AGENDA (Continued) 2. It is the Contractor's responsibility to verify that the sidewalks, curb ramps, cut-through and driveway entrances meet ADA slopes. The Contractor and Resident Inspector shall confirm all slopes prior to placing concrete. 3. If ramps are not compliant the Contractor will be responsible for removal and replacement at the Contractor's expense. Concrete must have hard edges not rounded. 4. There will be a preconstruction meeting prior to the ramp installations. The following will be invited to attend: Bob Hanson,Flora Lee,Reed Trucking&Excavating, concrete finishers,Phil Van Earwage. 5. This project has some MEF's identified on the plans. 6. The Proposal includes Bid Item 3 for ADA Features Survey. 7. ADA access needs to be provided during construction, consider temp ramps(not cold mix) or demo/reconstruct curb ramps in a way to maintain access. 19. Compaction/Material Testing: MTC will perform compaction testing and material testing on the project. MTC will need 48 hours-notice for testing. Testing frequency is on the ROM. Phone number to schedule testing is 366-755-1990, MTC would like 2-day notice. G&O to coordinate the field testing. 20. Change Orders and Force Account: 1. Force Account for Change Orders—Inspector to agree with Contractor on the use of labor, equipment,and materials before work is performed. Contractor shall provide force account equipment rates and supporting documentation for the rates 2. Signatures required on the change order include: Contractor, Parametrix (Cindy Clark), G&O (Tani Stafford),Project Manager(Flora Lee), Transportation Design Manager(Robert M. Hanson) and Public Works Administrator(Martin Pastucha)or Mayor(Armondo Pavone). Concurrence but no signature by Melisa Snoeberger or Amanda Heye or Melissa Conger at Ecology for storm related issues. G&O#20593 Page 11 of 13 PRECONSTRUCTION CONFERENCE AGENDA (Continued) 3. Change Orders will be initiated with a Field Work Directive(FWD). The FWD needs an estimate from Reed Trucking and an independent estimate from G&O. 21. Payment: 1. The Contractor shall review and approve quantities for a progress estimate prepared by the Inspector near the end of each month. The contractor and inspector to review quantity totals on a daily basis for agreement. Engineer to transfer the quantity totals to the pay estimate, City to sign and then Contractor to sign. Cutoff date for the progress estimate will be the last working day of the month. City does check run around middle and end of month. The City needs the certified payrolls and material documentation related to the progress estimate 1 week before the check run. 2. Payment for material on hand will be allowed per Section 1-09.8 of WSDOT Standard Specifications. 3. Sales Tax—All Contractor-paid taxes and Washington State retail taxes are included in the unit prices and/or lump sum items for Schedule A work per WAC 452-20-171. Sales Tax is paid separately on Schedules B and C. 4. Certified Payrolls will be required by the City's Finance Dept. in order to process pay estimates. 5. Bid items will only be paid if all material documentation (RAM,material certification, etc.)is submitted and accepted. 6. Prompt Payment/Subcontractor Payment: The contractor or subcontractor will have to pay to any subcontractor no later than ten days after the receipt of the payment. Subcontractor's retainage needs to be released prior to project being accepted as complete. See 1-08.1(1). 22. Closeout/Time for Completion: 1. Contractor's request for Substantial Completion shall include a list of items that remain to be completed in order to reach Physical Completion. Final acceptance of work(Special Provision 1-05.11). 2. Contractor,by written notice, shall request final inspection. Engineer, Resident Inspector and Contractor will make a final inspection and the Engineer will notify the Contractor in writing of all the items that may need to be completed prior to Physical Completion. G&O#20593 Page 12 of 13 PRECONSTRUCTION CONFERENCE AGENDA (Continued) 3. Does the Contractor foresee any problems with this work in terms of meeting the required 260 working day time limit,assuming a suspension for material procurement if needed? . 23. Comments: Service Cabinet at 1332 Duvall Ave is currently unmetered and it needs to be metered. This to be reviewed further. • G&O#20593 Page 13 of 13 A . GENERAL NOTES: L !CED1 A • • ROAD OBMITTEMPORNOf- - " `4t CLOSEDND LROAK r R112 AHEAD ill \\\ V • 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN � �� , f .9F.v IGL LAN THE DEVELOPMENT OF THE TEMPORARY TRAFFIC 2 4 \ / �; I. CLOSED CONTROL PLANS INCLUDE' q" - •� �H EA 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3 SINGLE LANE CLOSURE FOR MOLT LANE 41.. f ��\ �\\ , I i 'S� ROADWAYS • \\ \\ E A \ "'YYY��� _ (``•r -- ,h o- - p 1 2.2 WSDOT STANDARD TMFFK CONTROL PWI T(a I drp DOUBLE-LANE CLOSURE FOR MULTI-LANE WORKZONE A wa- L ROADWAYS s 4✓3 K48• • 2.3. WSDOr STANDARD TRAFFIC CONTROL PLAN TCII: 0 LEFT LANE AND CENTER TURN LANE CLOSURE 5 �— AY F J ®_ ■ ■ ■ ■ ■ ■ ■� ■ ■ ■ ■ ■ ■ T f 2A MUTCD FIGURE LANE RH-13:TEMPORARY ROAD _ JF— 1�' i----■—■- --■—r V'-O=r - CLOSURE(TA.13) E L ''k. s 225'MN.TAPER 350 Syr 350.- 2,5 MLFTCD FIGURE 6H-22:RIGHT LANE CLOSURE ON /yam 1 4- FAR SIDE OF INTERSECTION(TA-22) H - r —` '�'� 2.6. MUTCD FIGURE 6H-23:LEFT DOLE CLOSURE ON t FAR SIDE OF INTERSECTION(TA-23) H ---- 3 MAINTAIN RESIDENTIAL ACCESS 70 PROPERTIES DURING CONSTRUCTION.PLACE RIGHT TURN ONLY, z -> DUVALL AVENUE NE _�, R3-SIR),SIGNS FOR ALL DRIVEWAYS WITHIN 7HE _ —----' - RESPECTIVE WORKZONE. 3 ' A. MAINTAIN PEDESTRIAN ACCESS DURING • CONSTRUCTION. avr L ` -•*43 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN ID FEET SOUTHBOUND DUVALL AVE NE CLOSURE/ L\� 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL RE NO LESS THAN IR' SCALE IN FEET Y. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE 0 2 40 DESIGNATED. { 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE .�a �` • DURATION OF THE PROJECT,INCLUDING WHEN HAWK .4 ' ( I SIDEWALK CLOSEDI SIGNAL IS NOT OPERATIONAL v 'f y ROAD \\ + AHEA • D 1 t ( - WORK `\\\) 9 FOR TRUCK ROUTE DETOUR SEE SHEET TC2 -'i t 'C� AHEAD CROSS HERE - LANE ENDS LEGEND: ,¢t`� -' n • 24 X12" MERGE IP �T j- y, _ - , 1 ._.• -- ROAD FLAGGING STATION r 7L a SIDEWALK CLOSED H WORK ' . l •- AHEADul RIGHT LANE i RIGHT LAN Q TEMPORARYSIGNLOCATION F Nusr Nusr • ,W9-2 AHEAD )IUEwA y05ED END nr� A`• -.'`-y, ' • _CROSS HERE J O 4~ ,-• ROAD WORK1 , • • F.a • $ ,� 2 TURN RIGHT .TURN R Illt yIGHT 48' / ■ C1IANNELNAl10N DEVICE R97 I. AHEAD I '' ',. . 0.2. I L 1 Jr.. } W 3fi Xjb" 1 W2D-,2 �+ I>>y WORK ZONE • CROGS HERE ` K Z I �+ _ .— tt s; ' Y W 8 k , 4B K \ TYPE 3 BARRICADE2 ; R • - - L J HORIZONTAL RECTANGULAR BLACK ARROW .PAL. _ - `. _ .. •Tar ,. :.-■ ., Vw2.' ►. — PANEL WITH YELLOW ARROW . a _ 't _a , i'-. . a- . \\X\\\\\\\\\\\\\�'\'.\\, •WORKZONE B \`� �`r®_ \ '�` -._ - _-_.---- �E. TRAFFIC FLOW DIRECTION V*, ) A DUVALL AVENUE NE — — — — - — - .1_- - -- 4.� t ;. YL, AY. • _ ._ , :L - - ' - .-,4116ti . F _ * �- .s ,r ROAD p"L +fie - WORK ). '. DUVALL AVE SOUTHBOUND SINGLE LANE CLOSURE ` .. R F SCALE W FEET . -IEL�L. 3EKX k 4 0 W 80 �*`HNAAc sRKOnD DUVALL AVE NE TC2 Vasa rw, � _ DMwR.Y OD CITY OF RENTON DRAWING NO w 1. OESGION OPE PUNUCWO.S UEPPROPERI PROM NO 2411TAD15 Para met rix CONFORMED SET TEAMOPTA11pN ON FED MO NO A. E T Iw . nnwnp Y DIM ON wmN TEMPORARY TRAFFIC CONTROL PRO/NGA cNc :V.RR.=.ia= WORKZONE A AND Et DATE. KS All VA ...._, IRE:Pu2Yu»swsTCdO. "; rr> REIE7/OKTEI SHEET 2 OF 8 SURLY NO m Of D. • ,. irlbrila * \ , - . M GENERAL NOTES: r! • /ROAD �- i4077, ++ 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR `■Rlk. • GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT ■ 1� ~ t 's, AHEAD ♦ '�-� _ ,I fi +- TEMPORARY TRAFFIC CDNIRDL PLAN TO CITY of _ • CO [' `6 1- j REGIN N FOR REVIEW AND APPROVAL PRIOR TO WORK 47 \` Z �, ` * BEGINNING IN ANY WORK 20NE. � s-tA�L�B�'. 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN THE 1L •' W2al Ky{ , CONTROL PlAN5�0UETEMPORARYTRAFfIC t� "Y3('-YDE 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN iC3: ui 11 Eilt >t . Myp� SINGLE-LANE CLOSURE FOR MOLT-LANE .%- A • 1 - , 7 ROADWAYS • - • '� * 2 2 WSDOT STANDARD TRAFFIC CONTROL PLAN TCA: ►'• A • f • ROADIE-LANE CLOSURE FOR MULTIUNk '�.' DUVALL AVENUE NE i DOUBLE-LANE __ -c- - WY _ E' _ J50' _ _ _ _ _-_ -._F --.- <. ! 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN 7E11: M. _ - E i• -- - ' . ' 1 O LAN LANE AND CENTER TURN LANE CLOSURE•5 �E 1 — ___ LANE ROADWAY -� ,� — _ _' CO 2A. MUTED FIGURE MI 13.TEMPORARY ROAD - - — 4RE(TA-I3I — — - -I-;`�`�"`�` ` - N 2.5. MUUTCD FIGURE 6H-22:RIGHT LANE CLOSURE ON .— - — 1"IXy 1�� WORKZONE � \��,`'V` FAR SIDE OF INTERSECTION RA 22� Y I `\ C �\\ AV IAA` 2.6. MUTED FIGURE 6H-23.LEFT LANE CLOSURE ON ;tr , .. .rs L •R r I• ` -j• ,. I S }� \ �a\ \��\\�+\ FAR SIDE OF INTERSECTION LTA 231 ' ~ } I'RGI•.I LANL SIDEWALK CLOSES - a¢ 3. MAINTAIN ST ACCESS TO PROPERTIES A� LAIN DURING CONSTRUCTION.PLACE RIGHT TURN ONLY, AHEAD R nNC ar Y UST �R _ ROAD "' Q R3-SIRI,SIGNS FOR ALL DRIVEWAYS WITHIN THE •� TURNRIGHT CROSS ERE SIDEWALK CLOSED NARROWS .� pEF USI .a1' - - - E! AHEAD - RESPECTIVE WORK20NE. ROAD ` 1F \ _ITURN RIGHT R3 7 t • R. WORK /LANE END S\ ---1 IY•N^ .4s6 " 24 4 CROSS $ --__ \\A7,.... N- •• 4 CONSTRUCTION AINTAIN PEDESTRIAN ACCESS DURING AHEAD MERGE r! R `•� • _ — R41 ""WWW]]75.1 -- LEFT • � 36 •) _ lli ,;i- • 4 j4"X1 - .,'X • 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN IO FEEL. t= W � w t` 1 END z 6. DETT �ATH DIVERSION WIDTH SHALL BE NO y) 17. /\ .' ROAD WORK))7 / • _ LESS Yla�X4R" 11 - ROAD 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE WORK A^ - 48 HEAD i�• ` /• P __ DESIGNATED. \ 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE DURATION OF THE PROJECT,INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL W20-1 48•K48" 9. FOR TRUCK ROUTE DETOUR SEE SHEETTCT { +q. yL -, i "* i ,„LEGEND: j + ra MI -_. - i`,, c"� �.,• .' B' FLAGGING STATION .. t ` 4 �.•K': 4�• 1, KI TEMPORARY SIGN LOCATION - • -�• -,• 'SIDEWALK 411L14. N w! • i ejR LCRU55~PE +° '` ' { - - ' N Fal CHANNEl12AT10N DEVICE ly I li{' . f - '• - . &iL ♦♦♦ �g�_ �.I .• ` I w�N WORK ZONE 24. ,A. „Ill.:. -♦ "7T'R• BA 'y 'k._\._,. TYPE 3 BARRICADE f ! f i ` - 2 i.. �~ DUVALLAVENUENE — — F- z I—.•-I HORIZONTAL RECTANGULAR BLACK ARROW • W - • _ ` _ _ PANEL WITH YELLOW ARROW > \\ _ ` _ m • \\��� ` ��r•���� - '•T.': S P _ o. . - - IS E TRAFFIC FLOW DIRECTION - "`� '.,*^-n, !WORKZONE C �.•� .����� __. � Vt • -- -,1y�I . ► . A.. • - s? 1ERSECT ON CLOSURE LASTINGG LONGER 7 ,_ THAN A HOURS REQUIRES CITY APPROVAL •N. 1� ` , - _f - SIDEWALK CLOSED 4 2- BE Y A P SIDE.'AL K CLOSED •�_ • , 11Y F + AHEAD = R ''� PREPARED _ .'I Eno :-. • END wza�A , Ii � ROAD WORK �'.�- CROSS HERE II • - `TO STOP - 1 - CROSS HERE F c ♦�-- Z 8 36'X36" t w t - --_1 ;_\ G20-2 _... 4-B— 24'112 , \/ ; z 4e Kza° r _ � -' ..� . W}.4 ROAD 0,4V, 7 • 7 WORK s Y A 4,; 46, a r p g • - AHEAD , •4"� ""%1� �� A L .•' 3; - a. sz af, '._ ` - _-- W20-Y ;,/y�I��I�` LAVE NORTHBOUND SINGLE SCALE IxEANE ET OSURE� • ^^ 48 04e" - 7 rls rn O AO BO /�`m� f WAW„, KD CITY OF RENTON DUVALL AVE NE DMW,NRND TC3 �i/�' yWN.� 0,y rDNK WuaKS LIEVARIMLNI PROJECT NO :l.Rnas P Parametrix CONFORMED SET mwsFOar•noND000x CHECK BY. AO FEOAm NO e -- APP DJOB COMTRUCTrox TEMPORARY TRAFFIC CONTROL an FLB Mil PROD Rwa: FAx "'••°,•^••'""•�•,°' \�,_'F:s ryo==....r•' WORKZONE C -.;SON axRIPI KM B. AAA DATE FILL PO2141779045 in n ). _-_ nRTE:244f'LE SHEET 3OF8 SHUT NO n a 94 \ GENERAL NOTES „1.1.44,31. I TRAFFIC CONTROL PLANS PROVIDED ARE FOR END� •A - A ' Y,t' �"' A •> � , ,. F N ••-•.- i `'^ GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT it ,,A. jai- 1 t.•L�,L, _ TEMPORARY TRAFFIC CONTROL PLAN TO CRY of RELrOAD WORK �` + .f4; "• .M _ BEGINNING IN ANY WORK ZONEON FOR REVIEW AND ROAD TO WORK y �,.,;fL 2 Gj .. '1•'x 4. `� A Y^T $ ,1 + 2. STANDARD TRAFFIC CONTROL PLANS REFERENCED IN .,, �' ` ,L ^� W2 THE DEVELOPMENT OF THE TEMPORARY TRAFFIC _ - _ ' • CONTROL PLANS INCLUDE: • - _._ate'�'._ .. •'� 2.1. WSDOT STANDARD TRAFFIC CONTROL PLAN TC3: -� f• CLOSURE FOR MULT LANE '`i••ei,` `p VALLAVENUENE F -- - R - F 6"• - ROADWAYS --� __� _ -__.__ - �����♦ ♦ `•. ..- - ; e a M DI DI Raja Y Qp INE 2.2. WSDOT STANDARD TRAFFIC CONTROL PLAN TC4: b... -..._- _-- --_- _ 191,N•r18-94M M III-Mil--♦8-0)a-a 33 K/OAR- -�.�' BP—- -- - \ \\ DOUBLE-LANE CLOSURE FOR MULTI LANE O b -' M-M_81JO 18 M M 18 A Is-. - E2 •A:81�La IA M Bt-M LB.• ® �4, M-® ® �� M - 3l♦ , ROADWAYS ',.►._,,. 14 M --- -- .._. - --_ - - WORKZONE D --- -- 2.3. WSDOT STANDARD TRAFFIC CONTROL PLAN TCll' ® _ _ _ LEFT LANE AND CENTER TURN LANE QOSURE 5 _ ` LANE ROADWAY .ey�2F. } ', xi 2A. MUTCD FIGURE 6H 13:TEMPORARY ROAD 3, 550 050' -- i 225'TAPE 'N4 .. �� ' • r 225'TAPER !1 4,i` 4 CLOSURE LTA 13) "RF. F 2.5. MUTCD FIGURE 6H 22:RIGHT LANE CLOSURE ON w �'•AY�,, t Y '` °t f FAR SIDE OF INTERSECTION LTA-22) yY. RIGHT LANE S 25'- .... q 2.6. MUTCD FIGURE fiK23.LEFT LANE CLOSURE ON 1,1 4• SI DUST • � .. • FAR SIDE OF INTERSECTION LTA 23) NIES' fit3 N- `� W R37 '► T` ! ROAD DURING CONSTRUCTION.PLACE RIGHT TURN ONLY, • •• � �yy • `R.Y WORK fl3-SIRI.SIGNS FOR ALL DRIVEWAYS WITHIN THE CLOSED .+ Z 36"X3f" \ * 's. y AHEAD RESPECTIVE SFORANE. 'IJ AHEAD I •• ik } W/B '' 48"z48" LEGEND: 4. MAINTAIN PEDESTRIAN ACCESS DURING W20-501 ROAD CONSTRUCTION. �� � " WORK FLAGGING STATION 48•M8"1 �� 5 OPEN TRAVEL LANE SHALL BE NO LESS THAN IO FEET AHEAD ROAD 11 TEMPORARY SIGN LOCATION 6 PEDESTRIAN PATHDIVERSION WIDTH SHALL BE NO LESS THAN as^. WORK -�. • ® CHANNEUZATION DEVICE AHEAD /,�0 7 7. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE \ / 'I/ \ • 48"K48". F1V WORK ZONE DESIGNATED. W141 • _ {-fit TYPE 3 BARRICADE 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE t DURATION Of THE PROTECT,INCLUDING WHEN HAWK 48"x48" ( �: I.-.-G HORIZONTAL RECTANGULAR BLACK ARROW PANEL YELLOW SIGNAL IS NOT OPERATIONAL. IA ARROW \ j *I !1 9. FOR TRUCK ROUTE DETOUR SEE SHEET TEl _ ,�, I a E TRAFFIC FLOW DIRECTION "asI II • W20-7A T 1 y,- ! 484 1i— 4 �R ,"4.f IP •• 0.� . . +� ' (SIDEWALK CLOSED ` • " RI • ..` 5�, ' KKI •; ROAD AHEAD ';,:. 'sp ROAD 7� LEFT u\` WORK\/ �I CROSS HERE _.I WORK l�lA ~ CLOSED AHEAD/ � • - t -4_ .. - - AHEAD y� �� �� '✓. - $Il ff�� Y r AHEAD �.%. V `\ - ` 4 , MAINTAIN ACCESS TO 4 KR I Art DUVALL AVENUE NE G LEFT-TURN ONLY uNE - e•o !II so, F 1 -6 �>\ ;� .• It W205L ,�,�,:M®®.:: HEM OM•E7M�-: o9W '. E Te_A 48`M$" Bt- it 1 �\��\�\OO,.WORKZONED 41. ��`` '� i ,..1 / $ • G.AO zaarAPt 35a * lw 3� .D t • SIDEWALK CLOSED - 111 AHEAD ,Ail rI_ BE - WORKZONE D •" -'—ww ®�A'�'y p� tYl"it. CROSS t' / \ —'-"-141 eY•O 89 gL_® — - - DI y� A- '!g ..x PREPARED ? �- I lam' *44.® c- ma Y• ; 4 \\ ST� ;�� �——_ _ DUVALL AVENUE NE •_ • ror VENU .r ATE ..'.•"' �� ' A * • I i 44 z l t END w * R * t k ' - I r• •V (/WORK _IIi t. .ROAD � I 1 �` IROA ORKJ WORK 4 ,lam AHEAD < AHEAD 48"x24" \� DUVALL AVE NORTHBOUND HALF ROAD CLOSURE W20-1 - _.-.. -.. W20-1 SCALE IN FEET 48"K48" 48"z48' B� D ,..I',,,,`� ``c - SUDRAWN RVEYED. CITY OF RENTON DUVALL AVE NE PMWIRARO. TC4 r A DESIGN.,,. DVS Le WINK MANS OEPARITIENT PRONCT NO 2N17AWS Parametrix CONFORMED SET tPAMfPOPT"T'°"°"'S1°" KO MONO 1V �"EE" _ nRAAc APPROVED ran m"sTRINTI°x TEMPORARY TRAFFIC CONTROL DATE FM WEI KZONE • 01 MA 94 •"�"r, ",vmcR.oExerrl°N o. ,,, n I >s TAO �• �•— "" WORT4OF D ,,.„,. N2H11ADES,44•4 El P f7 _ °nrz.2I1�1� SHEET 4 OF 8 SHUT xo. 90 of _ , . ' . RF r k T. ., r - GENERAL NOTES: /� t! z1-/ � 8 / BE /ROA �' 1. TRAFFIC CONTROL PLANS PROVIDED ARE FOR 4 \— •Ih ("PREPARED ' a • WORK GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT TEMPORARY TRAFFIC a;. TO STOP - t \\\\\\\AHEAD ROL PLAN TO CITY OF RENTON FOR REVIEW AND TAPPROVAL PRIOR T WORK ROAD \\ _ \ /'9 8 /� • BEGINNING IN ANY WORK ZONE. r� WORK ) Fo rc O x ��EAD// ..-.-. Kr ...1 36"x36" + �� / xABx, a ,,, 2- STANDARD TRAFFIC CONTROL PLANS REFERENCED IN • Z W3-4 2f— THE DEVELOPMENTINCLUDE. THE TEMPORARY TRAFFIC } `�� I -` T A - CONTROL PUNSINCIUDE: END SIDEWALK CLOSED i / SIDEWALK CLOSED 2.1 WSDOT STANDARD TRAFFIC CONTROL PLAN TC3' +y_ 0-1 1 SIDEWALK CLOSED,, AHEAD 78 a KEEP - AHEAD SINGLE-LANE CLOSURE FOR MULT-LANE Yr •'• 4S"%48K �y AHEAD t.'s "Ill W20- Yn ROADWAYS Ir �� * CROSS HERE - L CROSS HERE ROAD WORK) •= ■RIGHT J CROSS HERE T ``� • 2.2 WSDOT STANDARD TRAFFIC CONTROL.PLAN 7C4: Y -' [ ) '+ .� '� i.; Y. _ tIQ"S1 DOUBLE-LANE CLOSURE FOR MULTI-LANE Pe. •\ -.. \41, " s 4"X A c �w t'''4"f (� 23 WSDOT STANDARD TRAFFIC CONTROL - �v_ '- " fa t W LEFT LANE ANO CENTER TURN LANE CLOSURE•5 1' _Ex®' '� L' - u LANE ROADWAY 2 _. -.T _ 7` WORKZONE E.\\\\\� \ .ai `\\\ \\\� �'�S WORKZONE E �j``. w s". .",s‘ r -- - _! 2.9. MUTCD FIGURE 6H 13.TEMPORARY ROAD i. — _�®®N I N N.�N ® ®..E�._® ,.1 F - f " .�. � N CLOSURE GURE) — ®�b-1 ®,P3-� Ell TB ® E}® ��CI ill - - ® ) 2.6. MUM)FIGURE ERtSEC:RIGHT LANE CLOSURE ON --- ------.- _ .j Z FAR OFRRI- nT^ ui INTERSECTION(TA,22) p „! - —�� . 'L 9+l ®- • • ) _ 2.G MUTCD FIGURE fiH-23:LEFT LANE CLOSURE ON I. y s%A �DUVALL AVENUE NE = FAR SIDE OF INTERSECTION(TA-23) *t i Y25' - C 225 °' T. . / •O' t DUVALL AVENUE NE u '350 t^S ei� TAPER �' TAPER . )A \' H 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES UT { a DURING CONSTRUCTION.PUCE RIGHT TURN ONLY, - y"• •5""T R3-SIR),SIGNS FOR ALL DRNEWAYS WITHIN THE t�A••+ • � '„ w N `� "' ; -� RESPECTIVE WORKZONE • t. ROAD f ~tee 4. MAINTAIN PEDESTRIAN ACCESS WRING WORK �rt, Z y CONSTRUCTION /'LEFT LANE� , * cl, AHEAD R i A '' " •/if '' _ W,F-(r BE t 1 ' 1 ,��T A. PREPARED , i S. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. CLOSED y, - . AHEAD . 2F9L ".�'{ kAy ,.y` � , . {I ,.J x Tom. ✓ .Er Ai TO STOP 6. PEDESTRIANLESS ATH DNERS")N WIDTH SHALL BE NO HAN 'tr. \\ ' +•-. , ?A `4 v l All SIGNS ARE BUCK ON ORANGE UNLESS OTHERWISE s+'~ _ 4 "'.�� • t 4. - DESIGNATED ROAD ( .t .. ♦A �( � 4 `III s WORK, ROAD ` ~ _-- 8. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE WORK A ^'�•>'.. i_ .' �HEAD \ AHEAD DURATION OF THE PROJECT,INCLUDING WHEN HAWK SIGNAL IS NOT OPERATIONAL. 9. FOR TRUCK ROUTE DETOUR SEE SHEET TCI \ W20-1 LEGEND: W20-1 PROVIDE TEMPORARY RIGHT �.x�x 48"x48" TURN ARROW AS NEEDED �y. �\ - FLAGGING STATION ""'�"• " T ,I a!'1.�� ';\.220.,04....,.._ f44 I + la j� 4 \ a TEMPORARY SIGN LOCATION 'f) -IGHT LAN !. ROAD 2 �i�� CLOSED ROAD ® CXa+NEu2nrwN DEVICE WORK Yn f 4 �." AHEAD WORK k� ,� j AHEADihrir NG q L.•'. i• X ` AHEAD WORK ZONE 'fall RIGHT LANE - 2Y ,2 •+ �, \ 3I M `• v a wUST �OZ t 2�F • �.� ++fit • W2 \ \\\ nPE36ARaICADE ' 200'TAPER TO MAINTAIN it HORIZONTAL YELLOW ARROW BUCK ARROW iit - J * Y'�TURN RICHT E.......- F - . 48"%4 L� _,1 W20- - ry _,a / RIGHT TURN LANE ACCESS 3501 350' 350' _ 20-1 - PANEL WITH w . `2\�* 48"x4> •,- R3.7' +t/ OG l' U, "xa8�, O s^t �1.a. € ._ `` .fir}1 7-� !� ��4�� E TRAFFIC FLOW DIRECTION ¢' WORKZONE E � So: ��\````` `� /))) .118 x aW N R L\ _ _ _ �F IX VA •Y!. •. I \• - —_-- — DUVALL AVENUE NE • r A I Y .• ROAD - T"� ( END ■ d . ' A� �a AHEAD - ; " ;ROAD WORK' ..... ,.- .. iP. �.. - =. a"�' --. / _ .-"x24 - A a'. DUVALL AVE SOUTHBOUND HALF ROAD CLOSURE M TEMPORARY WI"PAVEMENT MARKING ""0-10 '4Y u =- _ SCAtE W FEET = 48'"x48" TAPE TYPE WIDE DOTTED UNE 0 SO-- 00 �,y`�T..�fo OEUWR KT: GE CITY OF RENTON DUVALL AVE NE RYAwYLRNo. TC5 y ti' oat.et OVS BMOC WORM PEPMTAEXT IROttRND. 2HET19015 " Pa CONFORMED SET '"""FP°"T"T'°"°"mI°" CHECK er. AO TEMPORARY TRAFFIC CONTROL FFouo Ro CHE K,Y CAE "" ."*�•.••.••�•"• 1 1 0R am-mu.. KB loxT WORKZONE E RATE: m,M"IP "I/u1aAnrxnm oR n. mP °nrE ,,,,., DEE.ruzamews-rcay .-A.._ 'r n: __-. DOTE 2!y(t� SHEET 5OF8 SHEET NO. 91 GEAR • 0... Ti \� � ,, i *q GENERAL NOTES: v * •11l' 7 WORK \ I,14 - . 1. TRAFFIC CONTROL PUNS PROVIDED ARE FOR ..- 4,. ik ill .A^'Cy GUIDANCE PURPOSES CONTRACTOR MUST SUBMIT ,. 5 �. F- , d TEMPORARY TRAFFIC CONTROL PUN TO CITY OF .y �� , a. — END \ jimmil„:111*- ROADRENTON FOR REVIEW ANO APPROVAL PRIOR TO WORK END ,' -Ilk L"'° ..1( BEGINNING IN ANY WORK ZONEIIS. x +t} I WORK) • • 2. STANDARD TRAFFIC CONTROL PUNS REFERENCED IN Qti . CONTROL PIONS INCOLUDE.ETEMPORARY iRAfFIC T' ,N -4- a � Z1. WSGOT STANDARDLOS TRAFFIC COLT-LAL ELAN TC3: '� • `• ROADWAYS CLOSURE FOR MOLT-LANE 1 - • - ____�.-.._ - _. _ -._ E-. ' 2.3. 3 DOUBLE LANE CLOSURE FOR MOLD-LANE TG. d _ DUVALL AVENUE NE — — — — -- — - ..T_ - °� _ -..T 3 ROADWAYS E�RDTRAFFKCONTROLPIAN I. ' - > " E ! _ E' 1 ® IN IN ® �' 63 �._ .. WSDOT STANDARD TRAFFIC CONTROL PLAN TCTD: w LEFT LANE AND CENTER TURN LANE CLOSURE S ® -. -'PZ ---_- l@ ® LG11 � .i' ..p�.. ., _...- _ LANE ROADWAY _ ®''_11LI gia -0 rj_ _ _-.. ..___._ ..___ _ __ -_ �'"® a--� O1 ® ®.._gN 2.0. MUTCD OSURE(TAFIGURE 6H-]3:TEMPORARY ROAD -. ��--..___ -._Z 2.5. AR SIDE OF INTERSECTION LANE CLOSURE ON - --�� b EFT LANE F. - _ ,. +. k '- •' 'Y L t P y ` �• ? 3.6. MUTCD FIGURE 6H-23:LEFT LANE CLOSURE ON a , �, • • R •• „ UST w = FAR SIDE OF INTERSECTION ITMZ3) y _ s. .C.J a BURN LEFT = ILA- 3, MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES • t • .. R • P ' ./4 , F' ;i ^ �R' ill 'ti‘ii.4A- DUPING CONSTRUCTION.PLACE RIGHT TURN ONLY, T016 R3 51R,SIGNS FOR ALL DRIVEWAYS WITHIN THE 36' 6 !. WRESPECTIVE WORKZONE . T Z ...rn.. R` 5R' ♦{ Jf 0' 1 •^v y. MAINTAIN PEDESTRIAN ACCESS DURING } N.W T x�� ^IglirOi�J 1 rok....,. CONSTRUCTION. � ' -}ur ,.,, d` ♦ -'+ ' `• I At 1 •� 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 30 FEET ` ' J/RDA\ ''n - i •f� �� r� 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE N0 y( ORK A �, • ... 4 LEFT LANE TL L ♦ Y LESS THAN 48'. AHEAD LANE ENDS l �S / �' i, MERGE - MUST— A_` "j- T. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE • ✓/ RIGHT TURN LEF___ DESIGNATED. R3-7 8 PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE W20-1 361X36• DURATION OF THE PROJECT,INCLUDING WHEN HAWK 48%48" W9-2 ROAD W03 SIGNAL IS NOT OPERATIONAL. 48'R18• WORK 9. FOR TRUCK ROUTE DETOUR SEE SHEET TCT AHEAD LEGEND: W20-1di FLAGGING STATION 48•,48" II TEMPORARY SIGN LOCATION RR CHANNELIZATION DEVICE dSy WORK ZONE j\ TYPE 3 BARRICADE ;•t HORIZONTAL RECTANGULAR BLACK ARROW PANEL WITH YELLOW ARROW f- TRAFFIC FLOW DIRECTION ll�� " .L �R>a �Iw.• - ^t.�. Is*Y. M.Y W B o r® 'SR t •y illlF'R ,4, e • L,O y� } m ® ® ® WORKZONE F ® ® •® ® ® a ® + Z aA r• a E _ !' L a IN —® ®I ® \\�►\\\ ® IN — ®—Ea ® ®® ® o o ®® ® ® ®tea.® ® ®D ®® 4' uF gl iB a® ® ® ® ® ® i.?' • ! Yt` - . !6a'\� WORKZONE F\\\\\\\�7 _. ! 1 ®.- t aa u;rt..• r T�►..x,A - — _ ® ® ® ® ®' . a a a _ a FE FE ®_R3 ® NI El ,. 81 11„A, 0 0 ® ® ® 0 ®_ 0 ® 0 P ..., NI gl Ri_ E3 ®_Fa L, ihr a0 I®..4 , —� ,►. ._ __ - a DUVALL AVENUE NE -- -- S.» Z _ MI 1- ....,,fr.,r '`�� .• „� �' ROAD Xl.l fi r�. y . �. " ��'• n WORK ) z ! s AY' dR Q •N '• X. AHEAD .''^ .� '1 I .E• ,4*.- - a . '• . s .:. AV tt ON CLOSU • RE "! / .SCALE N FELT /` '1I._ s r 4y BD aPYRZE, SURVEYED DUVALL AVE NE TC6 �A a Twr,. GE CITY OF RENTON MEMO NOo. u k , DESIGN Rn DVS PUNK WORKS DEPARTMENT MEMO NO ET♦LTMIF9 =1/111TRAN9PORTATK W DIMON CHM BY m CONFORMED SET TEMPORARY TRAFFIC CONTROL fFO MONO F. \.y CRt:T®ib' PNOI MGR. GAD �PN(�+!y°Eux CONSTRUCTION WORKZONE F ERR FEB ARE NOW. RErniON UCxRIPII. AY AAP DATE �' .,,,.,, AU PGITAVT9asTCA♦y •••.�• "' /ya�I DATE:T/1614 SHEET 6OF8 SHEET NO 91 OF 94 GENERAL NOTES: .... ( GUIDANCE PURPOSES.CONTRACTOR MUST SUBMIT V TEMPORARY TRAFFIC CONTROL PLAN TO CITY OF 1 Yye' RENTON FOR REVIEW AND APPROVAL PRIOR TO WORK F c ,x x, P`� BEGINNING IN ANY WORK ZONE tir‘ a ,. 2. THE DEVELOPMENT PMENT COOF THE TEMPORAPLANS RY TRAFFIC IN • 4 • ill -,�,�f;, 'A*•' w--1 ;ilk.* CONTROL MAN INCLUDE EMPORARY TRAFFIC ET�� fi T :+' a'. �' ' a . - CONTROL MANSSTANDARDT ,L, ,.. Z.1. SINGOTLANE CLSTRAFFICCULTRALEUNTC3: J- ' ♦ ROADWAYS CLOSURE FOR MULi-LANE �t ,r• •*'R -. ROADWAYS (<� j r .1 ' ' 2.2. DOUBLE-LANE STANDARD TRAFFICCONTROL TG: jY\'� /yam*�T 4 f pOUBIE CANE CLOSURE FOR MULTI CANE "!+R ROADWAYS F r. It ; "s 2.3. WSDOT STANDARD TRAFFIC CONTROL PLANTCl1- f r-+xt LEFT LANE AND CENTER TURN LANE CLOSURE-5 W ' .;.� w • Jry • + 3 LANE ROADWAY 4,........„.... #_ O ZA. MUTCD iWURE 6H13:TEMPORARY ROAD tA ' - x .1. LAs .. FARCLO SIDE (TA-131 +�, ,R t ry. 25. MUTCO FIGURE 60-22:RIGHT LANE CLOSURE ON w ...,..-.-. . - •'. t •'+- FAR SIDE OF INTERSECTION(TA-ZZ) uz ,Z, _-___....._ _-.. «-,s N 2.6. MUTCD FIGURE 6H-22 LEFT LANE CLOSURE ON U. R {F—g N' N ID ®� N "I N e—L9 ®® s 133® ®Th s ' Bi to ei N ' N R3—N N N W N �. `IT IP—9 U :; = BI a ®ui FAR SIDE OF INTERSECTION LTA-23) j 4" N��y����\\WORKZONEF Ni...,, 1- i • � 3. MAINTAIN RESIDENTIAL ACCESS TO PROPERTIES DURING CONSTRUCTION.PLACE RIGHT TURN ONLY, U -ham ® ® ® ® ® ® ® N N N N N N N R U O am R N ® ® ® ® ®.,..® ® _f T 1. _� _ "3 ®U R3-51R),SIGNS FOR ALL DRIVEWAYS WITHIN THE -1 DUVALL AVENUE NE - Y •aa. ,: x a RESPECTIVE WORKZONE x r r r -- _ Ta` x + 24. MAINTAIN PEDESTRIAN ACCESS DURING LEGEND: CONSTRUCTION. 5. OPEN TRAVEL LANE SHALL BE NO LESS THAN 10 FEET. • FLAGGING STATION 6. PEDESTRIAN PATH DIVERSION WIDTH SHALL BE NO LESS THAN 48". KJ TEMPORARY SIGN LOCATION 7 ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE N CHANNELIZARON DEVICE DESIGNATED. R[9 WORK ZONE B. PEDESTRIAN HANDLERS REQUIRED ON-SITE FOR THE DURATION OF THE PROJECT,INCLUDING WHEN HAWK \\ TYPE 3 BARRICADE SIGNAL IS NOT OPERATIONAL L— HORIZONTAL RECTANGULAR BLACK ARROW 9. FOR TRUCK ROUTE DETOUR SEE SHEET TC7. PANEL WITH YELLOW ARROW TM Q- TRAFFIC FLOW DIRECTION LANE ENDS'''', / a':. �„lir O i\!♦4'i • R GHT .�*.'x".( WORK y ,1�! J.._.111 4* Ir, . t y' xt T AHEAD f �T� "'^g ROAD *'' sIP' / G WORK )1 A �� 11 11.111111111111h7 \,,AHEAD .:" 1 ••� y y •••••• �� • '. �T „4.,. s �+ ass TAPER ♦k . �� - �O s, •"• 48%48• H 1 {.. •M/! LEFT LANDFG T A - I-- . x .T ! MUST . LEFT CANE 1' ... APO • x=• (TURN LEFT I� y` MUST •I� , `«"'0 L„ ..xW ' ) t URN LIFT llrtili "0 `:0if x m x-. Z • i \—�4.,�A, n A•�TJ ;, 3 '`r I. `�.{�{ R7(36" I' � • }I w to «• x} I *, ' t Illik 00". «17....V6ew ...'.4�'- +: V \A'l "C 4 • W . . t. —1 ,1 +1v41/11, 4 _, jT a el—is ' s s s s Dom® ®--lei -RI Es-- _ lill N N cm M t6 U N N ® a X1 40 all° s 1 . QH. - - — DUVALL AVENUE NE — i.. .; j' ROAD . /,, D ► ",{ T •'. t r. WORK Y AHEAD A ffi Y - END _ �� 1 tot. - of , i ��ROAD�WORKI Apo, ,, ioNc SORRE"4 4"4. 1#1.1 -`�• . ``� . SCALE IN_PEET j• ..'v'� _. -,w " ,a , "X • �1 A h • �� iD ao '6`o.AR't4 SURVEYED CITY OF RENTON DUVALLAVENE xarrlN,.No TC7 x`,A x DESIGN By. INS 117A M`PaNMow xROJERT NO. 234177900 ��, PN9N�wD • OTELABE AD Parametrix CONFORMED SET """" YEDTLOBO 3 VTT PBLONDE O. °'°��..rw...,<:....�. -- Fox coxsmucrwN TEMPORARY TRAFFIC CONTROL NON.. """'"'••••","'«.. / WORKZONEF DATE Nx mu REVRION OUSCRIPTDN 9Y NY. DATE .,.w.., HEE HI1343ITWUFS-T<E+r< ,••• �'•'•� 9r .. --...._ DATE.l�/+t SHEET 7 OF 8 SUM ND 93 Of 9x CITY OF RENTON DUVALL AVENUE NE G&O #20593 PRECONSTRUCTION CONFERENCE AGENDA SIGN IN SHEET—AUGUST 31,2021,TIME 11:00 A.M. / . Name Agency/Company Email., 1. ® Flora Lee, Project Manager City of Renton flee@rentonwa.gov 2. [ Joey Hamden, Capital Projects City of Renton JHarnden@Rentonwa.gov Administrative Secretary 3. [ Bob M. Hanson, City of Renton bhanson@rentonwa.gov Transportation Design Engineer 4. ❑ Abdoul Gafour City of Renton, Water agafour@rentonwa.gov 5. [� Chris Barnes City of Renton cbarnes@rentonwa.gov 6. [� Eric Cutshall City of Renton, Transportation ecutshall@rentonwa.gov Maintenance Manager 7. Jim Seitz City of Renton jseitz@rentonwa.gov 8. Martin Pastucha City of Renton mpastucha@rentonwa.gov 9. ❑ George Stahl City of Renton, Water gstahl@rentonwa.gov 10. E Kelly Beymer City of Renton, Community kbeymer@rentonwa.gov Services 11. [ Patrick Zellner, Street City of Renton pzellner@rentonwa.gov Maintenance & Solid Waste Manager '.2. Jayson Grant, Street City of Renton jgrant@rentonwa.gov Maintenance 13. ❑ Nathan Nelson, Storm City of Renton nnelson@rentonwa.gov 14. Q/' Shawn Reed Reed Trucking&Excavating sreed@reedtrucking.com 15. [v/ Tiffani Barquist Reed Trucking&Excavating tbarquist@reedtrucking.com 16. 4 Dustin Wright Reed Trucking &Excavating dwright@reedtrucking.com 17. CJ Cindy Clark, Engineer of Parametrix cclark@parametrix.com Record 18. d Tani Stafford, Construction Gray& Osborne, Inc. tstafford@g-o.com Manager 19. gl David Roman-Sanchez, Gray&Osborne, Inc. droman-sanchez@g-o.com Document Management 20. [l Phil Van Earwage, Field Gray& Osborne, Inc. pvanearwage@g-o.com Inspector 21. Deane Ramsdell MTC Materials Testing _ deane.ramsdell@mtc-inc.net 22. ❑ Ross Widener, Environmental WES ross@widener-enviro.com Consultant 23. d Jordan Widener, WES jordancw@widener-enviro.com Environmental Consultant 24. [� Melisa Snoeberger Dept. of Ecology msno461@ecy.wa.gov 25. ❑ Greg Armstrong TIB grega@tib.wa.gov 26. 10 Glenn Helton PSE Gas glenn.helton@pse.com 27. ❑/ Jason Airey PSE Power jason.airey@pse.com 28. a. Dennis Booth PSE Power dennis.booth@pse.com 29. ❑ Hong Nguyen PSE Power hong.nguyen@pse.com 10. ❑ Jim Nies Comcast jim_nies@comcast.com 1. gli James Martin Comcast(Fiber Constr.) james_martin5@comcast.com 32. ❑ Aaron Cantrel Comcast aaroncantrel@cable.comcast.com 33. 121, James Cohn Comcast james_cohn@comcast.com 34. Z Jesse Patjens Lumen jesse.patjens@lumen.com 35. [ Joshua Drummond King County WD 90 jdrummond@kcwd90.com 36. Gary Bradley PSE gary.bradley@pse.com 37. ❑ Joe Farah City of Renton jfarah@rentonwa.gov 38. ❑ Ann Fowler City of Renton afowler@rentonwa.gov 39. ❑ Roy M. Gunsolus City of Renton rgunsolus@rentonrfa.org 40. [ 44ieitztellyttiffell EfTC op City of Renton 20C-- 3' 8'6-- 7714'- 41. ❑ Ronald Straka City of Renton rstraka@rentonwa.gov 42. ❑ Brianne Bannwarth City of Renton bbannwarth@rentonwa.gov 43. ❑ Vanessa Dolbee City of Renton vdolbee@rentonwa.gov :44. [ Justin T. Johnson City of Renton jtjohnson@rentonwa.gov ,15. ❑ Darcey Peterson King Co. Water Dist 90 darceyp@kcwd90.com 46. ❑ Jon M. Schuldt City of Renton jschuldt@rentonwa.gov 47. ❑ Donald Myers City of Renton dmyers@rentonwa.gov 48. i Dave Neubert City of Renton dneubert@rentonwa.gov 49. Cailin Hunsaker City of Renton chunsaker@rentonwa.gov 50. [/ David Buchheit City of Renton dbuchheit@rentonwa.gov 51. E Michael A. Benoit City of Renton mbenoit@rentonwa.gov 52. ❑ Richard Garcia King County Metro construction.coord@kingcounty.gov 53. M Michael Ballard Gray& Osborne mballard@g-o.com 54. ❑ Will Aho City of Renton waho@rentonrfa.org 55. ) Stephanie Herbst Department of Ecology sher461@ecy.wa.gov 56. Melissa Conger Department of Ecology meco461@ecy.wa.gov _- r 57. Alicia Paulsen PSE alicia.paulsen@pse.com 58. Yi John Kalmbach City of Renton jkalmbach@rentonwa.gov 59. g Thomas Main City of Renton tmain@rentonwa.gov r C' off CL ��(. 6-ert /he/NTNivii,r o, iv`Tc )mod MGQo S retr c er uh't *Zr— 73'7 r 77 f8 �lA PS E .vim. i-f trre rA iet ;..v,