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PFI2020-00201 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT IIIa COMMUNITY DEVELOPMENT Permit#: PFI2020-00201 T t A R D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 06/17/2020 G Parcel: SEG1001 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Tiedeman/Katherine/Grant Crosswalks Project Description: SEG 1001 /799/2733. Sidewalk, curb, rapid flashing beacons, minor paving, and striping improvements at Tiedeman-Fanno Creek Crossing, Grant/Tigard St and Katherine/Tigard St intersections. Class of Work: FEES Type 2-Sidewalk/Driveway Approach Description Date Amount Total Owner: I REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tigard-or.gov to schedule inspections online. Contractor: BROWN CONTRACTING INC PO BOX 26439 EUGENE, OR 97402 PHONE: 5413389345 Applicant: JEFF PECK 13125 SW HALL BLVD TIGARD, OR 97223 PHONE: 5037182466 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. Permittee/Applicant Signature: (c of p19"Li(�* - Issued By: i Y5v', Special Conditions(See Attached) V Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12020-00201 Type: Condition Name; Status: Severity: PFI_Sidewalk/[ 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code,and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Sidewalk/[ 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Sidewalk/[ 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Sidewalk/[ 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs,pavement markings, mailboxes,etc.shall be reinstalled or replaced,with like kind of material.Obtain City approval of restoration work. PFI_Sidewalk/[ 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept.of Transportation, FHWA,current edition,American Traffic Safety Services Association [ATSSA],and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI_Sidewalk/[ 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area.Traffic control devices,flag persons,etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Sidewalk/[ 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time,without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services:503-629-0111 (Tigard Police Dept.,Tualatin Fire&Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345(Tigard School District)and other service providers impacted by such closure. PFI_Sidewalk/[ 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign at each end of the construction area 72 hours(min.)before initiation of construction work. PFI_Sidewalk/[ 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times,including normal delivery service and mail service.Obtain City approval of any access closures. PFI_Sidewalk/[ 10-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m.Mon-Fri unless otherwise authorized by the City. PFI_Sidewalk/[ 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m.unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized by the City Engineer. PFI_Sidewalk/[ 12 -TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Sidewalk/[ 13-DRAINAGE CONTROL Applied Notice Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective drainage control. PFI_Sidewalk/[ 14 -UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080.Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense PFI_Sidewalk/[ 15-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Sidewalk/[ 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Sidewalk/[ 17-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads,ditches,etc.)as may be necessary,as determined by the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Sidewalk/[ 18-SEWER SYSTEM TEST Applied Notice A sewer system air-test and/or DVD T.V.test report and one set of"As-Builts"shall be provided for review and approval. PFI_Sidewalk/[ 19-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector,<Insert Name>at<Insert Phone#>,to establish a preconstruction meeting. PFI_Sidewalk/[ 20-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Sidewalk/[ 21 -PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms,conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Sidewalk/[ 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports, on a weekly basis,to the City's Inspector. PFI_Sidewalk/[ 23 -MONUMENT PROTECTION Applied Notice Existing monuments, property corners,and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Sidewalk/[ 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice The City's Inspector may,at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Sidewalk/[ 25-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector,in writing,of any/all assignment changes. PFI_Sidewalk/[ 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements,shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Sidewalk/[ 27-PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Sidewalk/[ 28-AS-BUILT DRAWING Applied Notice One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and,also, any improvement which may impact an existing public system or facility,shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). PFI_Sidewalk/[ 31 -OTHER Applied Notice Other , � a ff c® a City of Tigard - i 0 2020 PFI#: .O-�) ENGINEERING DEPARTMENTpANi i'' vi' (KARD '41\iGiENGlNE TIGARD Public Facilities Improver eht (PFI) Permit PROJECT INFORMATION (Tigard Capital Improv. Proj. No. 95027) TYPE OF WORK Project nameTiedeman-Katherine-Grant Crosswalk Improvements ❑ TYPE 1-Franchise Utility Work Brief description of project: Sidewalk, curb, rapid flashing beacons, performed by NWN,PGE, or utility agency minor paving, and striping improvements at Tiedeman-Fanno Crk ® TYPE 2—ROW Sidewalk/Driveway/Sewer Work performed for the purpose of: Crossing @ Grant/Tigard St and Katherine/Tigard St Intersections . Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATIONS 1CO i • Sanitary sewer lateral installation and Location (address if available): Tiedeman Ave-Fanno Crk trail crossing main line tap ❑ TYPE 3—Full Scale Development Work Grant Ave/Tigard St and Katherine St/Tigard St Intersections performed with land use approval which includes any of the following • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: City of Tigard • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 13125 SW Hall Blvd water service area City/State: Tigard, OR. Zip: 97223 ❑ TYPE 4—Small Cell Technology ❑ TYPE 5—Tigard Triangle Phone: 503-718-2466 Email: jeffp@tigard-or.gov Phone: NOTE: Type 1 and 2 applications may be Contact name: Jeff Peck emailed to rowpermits( itigard-or.gov. Phone: 503-718-2466 or 971-295-6588 Email: ieffpAtigard-or.gov CONTRACTOR INFORMATION 0 Same as applicant Name: Brown Contracting, Inc. Attn: Aaron Messer CCB Number: 114260 Mailing address: P.O. Box 26439 City/State: Eugene, OR Zip: 97402 Phone: 541-225-7807 Email: aaronm@browncontracting.net ENGINEER INFORMATION Name: City of Tigard- Lori Faha P.E. Contact Person: Jeff Peck Mailing address: 13125 SW Hall Blvd City/State: Tigard, OR. Zip: 97223 Phone: 503-718-2466 Email: jeffp@tigard-or.gov ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 198,923 (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes ®No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant"shall be designated "Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owns or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the owner's signature on the application. I, the applicant, certify that: • To the best of my knowledge,all the information provided within this application package is complete and accurate. • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject property. • If the application is granted,I will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date Case No:PFP-0W-OD20 Permit fee: Received by: Date:(D (Cc'`2U Approved by: / ' i7 .61, Date: //0/2P O Notified by: Date: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 4 • • DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PH Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF USE ONLY FOR STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1—3: DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? 0 Yes 0 No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered?(check all that apply): 0 Small Cell 0 Macro ❑ Street Name How many install sites are proposed as part of this permit Cl Site Address application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following items. The plans must that include: 0 Public Right-of-Way 0 Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the 0 General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) Cl Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance O Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) O Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report El Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval City of Tigard • 13125 SW fiall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page3 of 4 9 I1- S t 11 Edge of Pavement — Ditch n Streetlight ---•—•—•—•—•—•—r—•— Rain Drain .-7 S 16—)41( t 1 ik*I A" l a o • '••i• I 7-1317,7osreSe1weiTi'nF I •r., I 1 ii ge , Existing House 1 I zl >>> I Existing > � Driveway ~I j 1 c• vi ' ' i 9 a_ I41 nI i e-1 a . id I i A ' = s Existing Shop 1 =} 1 L .a Power pole i u a, 1 �► I o 1 o 16: 95' OI Fire Hydrant(FH) I I I I Scale: I .0' i I 1 I i TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable) North arrow Property lines & dimensions Existing utilities locations (sewer,storm,water) Street&street names All existing structures Proposed work Existing curb or edge of pavement Utility&street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 4 of 4 CITY OF TIGARD OREGON �l,,00 AYLORS FERRY PLANS FOR PROJECT FERRr Li TIEDEMAN RRFB CROSSING NORTH �� 5p�p�LS 41 h N OAKOTly,� TayYyGT STREET `�` ~Qi AT FANNO CREEK BORROWS W INDEX OF SHEETS BU« MOUNTgr STREET Q „,ALD No. TITLE SW TIEDEMAN AVENUE fog) BONITA ' 1 COVER SHEET WASHINGTON COUNTY, OREGON �� •' ' 2 TYPICAL SECTIONS BEEF BEND RD. A DURHAM CROSSING PLAN WORK TO BE PERFORMED IN ACCORDANCE WITH THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15 1998 „p. m" 4A DETAILED GRADING WEST AND THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION 2018 48 DETAILED GRADING — EAST 5A WEST FLOWLINE PROFILE 10+00 TO 10+58.50 58 EAST FLOWLINE PROFILE 20+34.50 TO 20+77.25 e Project Location- 5C TYPICAL BRIDGE ABUTMENT SECTION / — 6A DETAILS • / • 7A SIGNING AND STRIPING PLAN / VICINITY MAP 7B SIGNING DETAILS 7C SIGNING DETAILS // • % 8 EROSION CONTROL PLAN* o *Sheet 8 is not included with this submittal and „)o will be submitted separately. T.L. 200 �e. ODOT SW. Drg. Nos. P / �o( P / BASIS OF STATIONING e� �i ae RD700 Curbs G,� { 6 / STATION 50+00 SET AT.: RC705 Islands et 0 / NORTHING: 139,501.2288 RD707 Island Nose Treatments t(` C / FASTING.: 318,679.3243 RC755 Curb Ramp Details c? \ RD758 Detectable Warning Surface Details & / /," BASED ON FOUND MONUMENT ALONG WESTERN \ Placement Locations '� ROW OF SW TIEDEMAN AVE AT:R0759 Detectable Warning Surface Details & / / \ \\ Woodland NORTHING: 139,513.6160 Placement Locations Park FASTING: 318,648.9449 TM467 Pedestrian Signal Mount and Pedestrian \ \ Pushbutton Details / /4i,o, STATION 50+00 WAS SET AT THE POINT ALONG g TM500 Pavement Marking Standard Detail Blocks \ \ THE CENTERLINE THAT IS PERPENDICULAR TO THE TM503 Pavement Marking Standard Detail Block / FOUND MONUMENT. s TM687 Perforated Steel Square Tube Anchor / o A Foundation �� \ U r. \\ \ FOUND MONUMENT / :� �� \ \\i T.L. 3200 \ STA 50+00 h. \ \\ .(0) PROFFss / \ �,l G �aG 1 NEF9 /� c ATTENTION:Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those \ y -68 rules are set forth in OAR 952-001-0010 through OAR Q 13 PE l qy 952-001-0090 You may obtain copies of the rules by o— calling the center. (Note: the telephone number for the I 'No Oregon Utility Notification Center is (503) 232-1987). 00 ATTENTION:Notify NW natural at (503)220-2415 when $— excavating within 5' of on existing high pressure gas LOCATION MAP e n main. ��° hg SCALE: NTS ,� vUN P,a w ? CALL BEFORE YOU DIG � 18 Q ", 1-800-332-2344 c g f l D. €m EXPRATICN DATE 08/30/20 o REVISION SUMMARY TABLE DE$G TION DATE BY �► TIEDEMAN RRFB CROSSING AT FANNO CREEK "PUMA WORKS DEPARTMENT f i ►arts SW Tau Biro. x BOWL . rn Ra OaEVON 07223 OFc o $i 720 SW Washington p -639-4171 on Street.8750 TIGARD FA* 503_624-0752 a 4 Portland,Oregon 2n 97205i IGARD mowTIGARD— RGOV FILE NC _DESIGN MDT IDRAWN a4GICHECK ZSH PROJECT NO 14506.01 COVER SHEET gyp- � / // M01E \G�(/0i/ �4 c#.6 / © O(SEE ODOT STD DWG.ETM503 C CS SSC 5 y 0 / 22 EXISTING BIKE LANE STRIPE TO BE REMOVED FROM STA:50+25.53 TO BRIDGE. y SEE SHEEP 2 FOR o O. O INSTALL NEW FOG LINE FROM STA:50+31.13 TO BRIDGE o� SECTION A—A p� / TO PROVIDE ON—STREET PARKING. SEE SHEET 7A FOR 15 / 0�9% x� MORE INFORMATION. I �,*� 4O PROPOSED CURB & GUTTER AND SIDEWALK TO MATCH EXISA �Ey Cam$ DWG.n NO.C120 ON SHEET 6A &SIDEWALK. STD.(OWGs.0.T. N ` C •i A : © RD700) �j . 0INSTALL STANDARD ODOT TRUNCATED DOMES. / �9� // (SEE ODOT STD. OWGs. RO 758 & RD759) SCALE: 1' = 10' !��� / / O6 REMOVE 6/KES ON ROADWAY" SIGN. TRIM POST TO TOP tot--� 2.0' <4*yc � / OF EXISTING NO PARKING' SIGN. PRESERVE AND 10' 5' 0 10' ' 1,dt 5� `��O �� : : g\1' /� PROTECT EXISTING NO PARKING" SIGN :.:.�, , i • : A O7 CONSTRUCT TYPE A MOUNTABLE CURB TRAFFIC ISLAND C � 0 © /0° / PER ODOT STD DWG. 705 WITH 4" CURB EXPOSURE.�� ` ' o lr ISLAND END TREATMENT TO BE OPTION A" PfR ODOT ,,.� `� 1; O �'�' 8�A /� STD OWC. R0707. 1 xG�/ �' �. ® '2i��/ O$ SAW CUT EXISTING AC AND REPLACE TO MATCH EXTG T / STREET SECTION. 0 2 O' •, j% STA:51+33 TO 51+89, 13.5' LT STA:51+31 TO 51+77, 13.0' RT 1 D- 0/ PROP WIDTH /o G '��� O REMOVE AND RELOCATE EXISTING BOLLARDS PROTECT EXISTING Gk. t 6 4.4' �� //J 0� GAS LINE • / y O eft,,,,_,,---"--' P / 0 CONSTRUCT THICKENED EDGE SIDEWALK WITH MONOLITHIC { / Afir. 0` CURB ADJACENT TO ABUTMENT WALL. INSTALL RAILING !N RP ,/ \ ' .v(�� CURB AND CONNECT TO EXTG BRIDGE RAIL. SEE SHEET �� 40 ?� 5C FOR DETAIL. QSG� / O / • \ 11 CONSTRUCT PARALLEL CURB RAMP (NO TRUNCATED �' DOMES). (SEE ODOT STD. DWG. R0755) EX SIDEWALK / 4, LANE 5.9' �,y_ � a,�: x J•..: ' 12 INSTALL RRFB SIGN & PUSH BUTTON PW" ,o _, f` As FACE OF FOOTING TO BE SET FLUSH WITH FACE OF CURB. TOP OF FOOTING TO BE SET FLUSH WITH TOP OF O � � d'a 3 s / O © / o' \ CURB. SEE SIGNING AND STRIPING SHEETS FOR s� iik/ K. ADDAIONAL INFORMATION. o GJ0/ / •S / Q ?� k� \ U O 414116* 9 l \ o / /EX BIKE \ \ a / ,4�'�a LANE 5 3' � \ h o EX PARKING LN / ,kQp� / irk-- y Ep PROFaN ��? , B m \\ 0 \\`` �S��aGINFF`r�'/Dy o pp� _ @�92g13 PE l O V \`nn clrus / 0 / Q��P SEE SHEET 2 SECTION B—B FOR \ OFE(3�JN U h / /J�0 \ 61j `SUN• lg q0, �� * G / EX PARKING LN -ao Xoo ��� yAfL D j0�1 b / / �� / CATION DATE 06/30/20 o n REVISION SIBI/ll1ARY TABLE D DATE BY ,o TIEDEMAN RRFB CROSSING AT FANNO CREEK '" Wt BOWL DEPARTMENT 3 WARD, I�144W,SMA1Y�i!.l ORE , 97223 F F 503-639-4171 OF 2`= 720 SW Washington Street,#750 FAD50J-624-0752 I Port �land,Oregon 97205 TIGARD ,T1GARl1-OR GOV a 971-2e0-e641 FILE NC DESIGN MDT I DRAWN OAG I CHECK ZSH PROJECT NO 14506.01 CROSSING PLAN 6/8/2020 SW Tiedeman Ave&Fanno Creek Trail-Google Maps SW Tiedeman Ave & Fanno Creek Trail Temporary Traffic Control Plan for Work @ SW Tiedeman Ave. and Fanno Creek Trail Phase I - Southeast Side i c u`� Q Birches Apartments 9 United Taxi & Shut 7 4 Harris WorkSystems g SW riyard St _� Solv r <ma sf, /_ .- ,9ary 4' � GAa / c , vaft' ° P 4 ` t'l � > it, SW a; m. A Cane Wood �a� 4''s'• & Wicker Fixer I �` cr Ci.rii � o Dirksen V ¢� Nature Park . I E-.2a5P-44. r� rt Greenburg Oaks �,, °`' Apartments - ------ - ico \ El * - SW Katherine St P`c�a ` �iedeman Ave �Sr nno Creek Trail W H Cress9 Lane Width= 10ft a 1 Posted Speed Limit=25mph __ \AtMulti Use Path Barrier Corporation See below for Sign and Cone Spacing / `�•, n t. ti, Manifest: ..._.._.(1,,, _ sy r: 2 x Road Work Ahead Fowler Middle School °` : c�W g�r� 1 x Bikes On Roadway --� Woodard Park <' 2 x Sidewalk Closed Temporarily closed ' + 4106/6 �* 2 x Sidewalk Closed Ahead 1x Sidewalk Closed Ahead, Left Arrow 1 x Sidewalk Closed Ahead, Right Arrow yp.,nson st ' 3 x Crosswalk Closed, Left&Right Arrows . 1 x Ped Detour-Right Arrow 1 x Ped Detour Left Arrow SW vlla\nut St y 30 x Road Cones v ` - S'P pi G e o r 1 TRAFFIC CONTROL DEVICES(TCL SPACING TABLE' `IlV Suppl} *sPLda1 3gnSpacYq(p �,...C..�., A B c ow+e.Sp.drgtrn 'ar�c�t St The Jax9 20-90 100 100 ,w zo N 35.40 350 350 350 20 Cz P. n Max's es 45.55 500 500 500 40 s ° SW Errol Si St Anthony's Freeway 1000 1500 2640 40 (-leek Bre Catholic Church Go gle r .TE6: ,e (�)� 44. • Rep freak corM1d Ce.loa m 10 fl apa�q far Masectlm and seam ratlY. Work Includes: n/. �v. • When necessary,sign spacing may a winkled CoMsi.sandbank Lkr4.pacing adjustments 10 20%a the•A•dimension Ian wed.<45 mph. Survey, saw cutting, demo, excavation, agg base, �w�aad,esewdayp10%aa,.•A•~Man 1 concrete, asphalt, striping, sign and RRFB installation MINIMUM LENGTHS TABLE 'L'VALUE FOR TAPERS ryq *seem,_,w-Lane a aw.4e,wan ampdoee4 orseAw SUFFER'13'(IQ Ws10 W=12 W.14 W=16 Work Hours: 25 106 12 145 105 76 Daily - Monday-Friday = Tam -5pm 35 205 245 2B5 325 125 0 0 =Traffic Cones 40 265 320 375 430 150 45 450 540 630 720 180 50 500 600 700 800 210 =Work Zone 55 550 MO no 660 250 FREEWAYS 55 1000 1000 1000 1000 250 60 1000 1000 1000 1000 285 65 1000 1000 1000 - 1000 325 htfps:t/www:googTe.com/mapsfptace/SW+Tiedeman+Ave+%26+Fanno+Creek+Trail,+Tigard,+OR+97223/�45.4329461,-122.7837879,16.26z/data=!4m5!3m4!1s0x54950d19a384f3dt:Oxb6d2239d9e7ae69d!8m2!3d45.4330329!4d-122.7883449 .•For io„eao,.,e,where W <1a.use•1•value for W•1a. 6/8/2020 SW Tiedeman Ave&Fanno Creek Trail-Google Maps SW Tiedeman Ave & Fanno Creek Trail Temporary Traffic Control Plan for Work @ SW Tiedeman Ave. and Fanno Creek Trail Phase II - Northwest Side } YY 111UI11111 l- Jdl UIICIIW o C c United Taxi & Shut`� Birches Apartments {?. 0 1" Harris WorkSystems 4 SW Tigard St P gilt z Custom Sign: "°� T a �9"rast S 4•0tl ct s�2 • a1 0rQ 1 "Path Closed Ahead '� No Exit IL$' sw p, , A Cane Wood Left & Right Arrows" �a s,y C & Wicker Fixer �� s,§, Installed on Type Ill ♦ c; f0, Barricade J `t. Dirksen • Nature Park SW Meadow St s� Greenburg Oaks DD,r rI Multl Use Path i,,� Lane Width= 10ft ne SW Katherine St `r,. Posted Speed Limit= 25mph * Close Path here with cal. , .-deman Ave —1 '".• See Below for Sign and Cone Spacing Type III Barricades &fir. no Creek Trail W H Cress 9 Manifest: n w/Sidewalk Closed �w Barrier Corporation 2 x Road Work Ahead 1 x Bikes On Roadway `r 2 x Be Prepared To Stop ♦ s 2 x Flagger Ahead �¢ is 3 x Sidewalk Closed Fowler Middle School � 1x Sidewalk Closed Ahead, Left Arrow Temporarily dosed '' *1)6650r Woodard Park �� 1 x Sidewalk Closed Ahead, Right Arrow 5 1 x Crosswalk Closed, Left&Right Arrows 1 x Custom Sign- Path Closed... . dmson St 30 x Road Cones s 2 x Flaggers �Q sdlnut St a5Wwa �e4 Geor TRAFFIC COHTROLDEVICES(rCD)SPACWGTABLEt c •Aa Skin M . np(81 Na CNJ Supl- *SPEED"Ph' A Et Dm**Spst,g flq a P. •• s.,• J 20-30 100 100 100 20 s utS1 The Jax —1 35.40 350 350 350 20 c , 45•55 500 500 500 40 fi •a 'm SW Errol St St Anthony's P,tiax'; Freeway 1000 500 2640 40 .IeG+ Br "DYES: Catholic Church • Rare tragic contra neces on 10 n.spacing lor Intersection end access raw. Work Includes: Go, glen S 9 • When necessary,sign spacing may be edN sd to el Me mr�on% Survey, saw cutting, demo, excavation, agg base, tti, - �a b a :;: z45 concrete, asphalt, striping, sign and RRFB installation MINIMUM LENGTHS TABLE 'L'VALUE FOR TAPERS pq Work Hours: * ,Wsl..•.W aillar W.14 1°°"°W-16 BUFFER'9'FS 500 Daily - Monday-Friday = 7am -5pm45 185 2 25 2 �' 0 0 =Traffic Cones285 325 40 265 320 375 430 150 45 450 540 630 720 180 =Work Zone 5555 555500 600 7000 . 800 0 250 FREEWAYS 55 1000 1000 1000 1000 250 60 1000 1000 1000 1000 285 65 1000 1000 1000 1000 325 NOTES: • For War Pouffes where <10',use'L'value for W•10'. hays://w w.google.com/maps/place/SW+Tiedeman+Ave+%26+Fanno+Creek+Trail,+Tigard,+OR+97223/@45.4329461,-122.7837879,16.26z/data=!4m5!3m4!1sox54950d19a384f3df:oxb6d2239d9e7ae69d!8m2!3d45.4330329!4d-122.7863449 • For Shoulder closures whereW < 10,use•L value lorW-laorwwlw•cusing bmrula for Speeds 2 45:L=WS.Speeds<e5:L•S W'60.S•Sneed.W.Wldlh CITYOF TIGARD �� ranoR's FERRY OREGON N PLANS FOR PROJECT ER k KATHERINE ST 8, GRANT AVE CROSSWALK d i DAKOTA wr AND SIDEWALK IMPROVEMENTS �` ,tmu R SlIgEET,_ACDONALO TYPE OF WORK: CONCRETE, PAVEMENT, SIGNALS, STRIPING 4/4' R BONITA_al ' _ PROJECT LIMITS: INTERSECTIONS OF KATHERINE/TIGARD ST AND GRANT AVE/TIGARD ST �3_ BEEF BEND RD. % DURHAM g: TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15, 1998 0� N011N IProject Location=' 71GARD ST GRee.,,"00� VICINITY MAP E INDEX OF SHEETS NQ. NAME TALE DIRKSEN NATURE 44 I K1 Katherine-Extg. Conditions/Demo/EC Plan 1 PARK P i_ 2F �P2 991 4 2 K2 Layout Oki 09' 3 K3 ADA Ramp Details KATHERINE STMI • 4 K4 Striping and Signage Plan E. Na00AR0 R � 5 K5 Detail Sheet I Magi\4.Si': fOMIER MIDDLE PARKC) 01 6 K6 Detail Sheet R N 7 K7 Erosion Control Details spioota �, G4RO ST J A 8 K8 Erosion Control Notes .,. 2 WALNUT ST e „, `P . 9 G1 Grant-Extg. Conditions/Demo/EC Plan Project Locations ; G 10 c2 Layout _ S� Q" S dG 11 G3 Intersection Spot Elevation and St ANTHONY sP S Py ADA Ramp Details Sj �9lyGT SCHOOL Q �P`N y9� G,yc>/F� 12 G4 Striping and Signage Plan NER P S� !r sp 13 GS Detail Sheet F� At. 14 G6 Detail Sheet VI' DIARIES g� 15 G7 Erosion Control Details EWA SO/COL �� 16 G8 Erosion Control Notes 3 a cal 1.THE HORIZONTAL DATUM IS THE(O.C.R.S.)OREGON COORDINATE REFERENCE SYSTEM(PORTLAND ZONE). R- LOCATION MAP o 2.THE VERTICAL DATUM IS NGVD 29.AN ELEVATION OF 156.28'WAS HELD AT CITY OF TIGARD BENCH NUMBER 219.A 2"BRASS DISC IN THE ,t,Qt 'F pd/' SOUTHEASTERLY CURB OF TIGARD STREET 800'NORTHWESTERLY OF ATTENr10N: Oregon law requires you to follow rubs \ I N MAIN STREET. DIGITAL DIFFERENTIAL LEVELS WERE RUN ON ALL THE adopted by the Oregon Utility Notification Center. Those N\\ 4G 8e "V rules are set forth in OAR 952-001-0010 through OAR ALCY 4 14,021 'p ON-SITE CONTROL. , 952-001-0090 You may obtain copies of the roles by O a- calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503) 232-1987). ., A77ENT10N:Notify NW noturol of (503)220-2415 wAen Glee OREGON PROJECT DESIGN OVERSIGHT APPROVAL BY: x �` excavating within 5' of on existing high pressure gas Fe 3>. Lorl Fahe, PE 2 ®i®YBC DIVISION ,' PUBUC wCwue DEPARTMENT 81 morn. ( p CITY ENGINEER :ae IJ125 S.W. HALL BLVD. °A, F ►�` Aprll 8, 2020 . . TIGARD, OREGON 97223 CALL BEFORE YOU DIG BID DATE VOCE 1-Boo-992-284d EXPO )."31"'` ' CIP 2020-96027 F 503-622+0752 ♦ TIGARD WMM:AG4RD-OR.GOV PROJECT NUMBER CONSTRUCTON NOTES CQNTINUED: i 1 GENERAL NOTES: LEGEND: 1 1 I I ' ?` 1. SEE SHT. G4 FOR SIGNAGE AND STRIPING e a • CONCRETE ASP�Il4LT I 1 �// ❑s PAVE AC DRIVEWAY APPROACH (30' WIDE). r 1 ' PLAN. . \ REPLACEMENT // MATCH EXISTING ELEVATIONS. It .:, `1 ,, ' 2. MAINTAIN DRIVEWAY ACCESS FOR RESIDENTS ASPHALT WALK VARIABLE DEPTH /� j I' 1+92.1 1, 18.5' LT. TO 2+22.1 1, 18.5' LT. I l AND BUSINESSES AT ALL TIMES. ASPHALT OVERLAY ' GRANT AVE !� 1 \ GRAVEL SHOULDER // Q 2+20, 18.5' LT. GRANT AVE. ` 1 1 -__ I - BEGIN AC PAVEMENT TRANSITION. I' I tl 2160 SW I I L J -- AC: 156.13 I I ` j 1 -'11 ' \ ;, GRANT AVE. I I O m CONSTRUCT 18" WIDE GRAVEL SHOULDER TO 1 1 ,I1VEN ' { - EXISTING FABRIC O BETWEEN LINE,F-WAY 2+20"ANDE2+4P 11.590GRANT 1 1 ' I I 1 A\ I' m R/W LINE '- AVE. j I I 1 i 1 `, 1 `, 2' ' 2 © a m e 10 �\ El RECONSTRUCT ROADWAY SECTION PER DETAIL 1 a - ON SHT. G5. 1 v . 1111 1 1 m \ • _1 5'r /�,/ / \\ t2 INSTALL TUFF CURB AND MARKERS 1 \ 1 1. i c . _, - _ tt T 4 . - 1. ��•.z\ - - COMPLETE. `� ,..' \ `t 1 ' I l „v� �` , - L �- r� �e x _ BEGIN STA: 0+98.46, 12.39' LT. 1 �t� -. , _ 4 ' X 7�- , , U' ,, END STA: 1+90, 12' LT. 8 _ X ?; } 1 ' 1 �- 1 X 1 I 1.1 X to PLACE VARIABLE DEPTH ACP MIX TO BE i ? 1 ` �� b b p� b I b b b ®�'� ® m ® LEVEL 2, INCH DENSE. SEE SHT. G3 U1 f. .r., ` , 4 5 8 7 8 9 10 11 ,44 1"_1+5 c �� rill 1+5 'O 2+00 +�m 2+50 FOR SPOT ELEVATIONS. AREA: 762 SQ. FT. e I 1" C I = " 1 �. 1 irl ? -o 10, - , S, _� s, u CONSTRUCT 1 WIDE, 6 THICK GRAVEL 1 , I I �� +a }� m ® m SHOULDER. AGG BASE TO BE 1-1/2"-0 y ; I , . 1 +0 AREA: 30 SQ. FT. 1 t3 il is INSTALL CITY PROVIDED RECTANGULAR 5 i i , , _ 5.,��s. , _ • • =-Z SW GRANT AVE -- RAPID FLASHING BEACON (RRFB) AND � SIGNAGE. SEE SHT. G6 FOR DETAILS. I - 1 ` i f I CENTER OF POLE LOCATION: STA: �1 t1 1:1r� _ t f Ott __. 19.5 LT GRANT AVE i 1I { t,+ 0+94.60, 1 1 i .1 1 ; ,' N: 139359.81 1 ' ,1 11 \1 + j ' - - - - - - - - - _ - E: 321518.94 1 1 � i I ' O l is INSTALL CITY PROVIDED RCTANULAR ! II RAPID FLASHING BEACON (RRFB) AND 1 1 �'ji SIGNAGE. SEE SHT. G6 FOR DETAILS. A 1 1 . 1 \'. i I .\`V\\\1 I I / �////, 0+47.33OF 2.20LE T GRANTTOAVETA: 111 N: 139408.70 S GRANT AVE PAVEMENT DATA; CONSTRUCTON NOTES: E: 321530.93 0 1+00, 12' LT. Q 1+50, 12' LT. 11 2+00, 12' LT. Q 0+78.11, 33.61' LT GRANT AVE Q WATER VALVE BOX TO BE RAISED TO 17 INSTALL THICKENED SIDEWALK SECTION 3 AC: 157.15 / EG: 156.68 AC: 156.31 / EG: 156.45 AC: 155.81 / EG: 155.82 BEGIN ROLLED ASPHALT CURB. NEW PAVEMENT ELEVATION. CONTACT AND STANDARD CURB PER DETAIL ON SHT. SEE SHT. G5 FOR DETAIL. PW WATER DEPARTMENT G5. (144 SF CONC. WALK) J EG:157.6 (MATCH) (503-718-2600) 72 HRS PRIOR TO ?- ® 1+10, 12 LT. 0 1+60, 12 12 LT. 2+10, 12 LT. WORK. CITY TO RAISE VALVE BOX. AC: 156.71 / EG: 156.66 AC: 156.21 / EG: 156.36 AC: 155.71 / EG: 155.68 Q 0+86.36, 18.31' LT GRANT AVE R END ROLLED ASPHALT CURB. Qs PAVE 6.5' WIDE PEDESTRIAN ABREVIATIONS: ,`t 1 Ng, e49 1+20, 12' LT. Q 1+70, 12' LT. to 2+20, 12' LT. BEGIN CONC. ACCESSIBLE RAMP. WALKWAY. SEE SHT. G5 FOR AC: ASPHALTIC CONCRETE Og�•�`14021,46 m SEE SHT. G3 FOR RAMP DETAIL. PATHWAY SECTION. �+� �9 !i AC: 156.61 / EG: 156.55 AC: 156.11 / EG: 156.14 AC: 155.61 / EG: 155.59 AC: 157.43 EG: EXISTING GROUND Q s 1+83.5, 19' LT. GRANT AVE CIVIL BE 0 1+30. 12' LT. ® 1+80, 12' LT. 14 2+30, 12' LT. Q 0+97.46, 19.3' LT GRANT AVE REINSTALL SIGN ON NEW SIGN LT LEFT ° ON c AC: 156.51 EG: 156.51 AC: 156.01 f t'/ / EG: 156.03 AC: 155.41 / EG: 155.41 RELOCATE EXISTING STOP SIGN POST. INSTALL POST AND � S L \ \31 AND STREET SIGN BLADE ON NEW ANCHORPER ON T. G6. RT: RIGHT < Q 1+40, 12' LT. lu 1+90, 12' LT. t5 2+41.59, 12' LT. E DETAIL SH o4/ f '� POST. INSTALL POST AND ANCHOR AC: 156.41 EG: 156.35 AC: 155.91 EG: 155.94 AC: 155.18 EG: MATCH Q RELOCATE MAILBOX TO FRONT OF / WALK PER DETAIL ON PC: POINT OF CURVATURE / / BEHIND E WALK PER DETAIL ON SHT. G5. satlite �z SHT. G6. V / �t - 0 PRO PROVIDE TEMPORARY SERVICE P POINT OF TANGENCY DURING CONSTRUCTION. P ti Revisions and AddendtMla 1 D GRANT AVENUE SHEET Description Date No. By SCALE: 1" = 20' PUB EPART PUBLIC WORKS DEPARTMENT G2 ;13125 RO SO.WRf�9722.7 CROSSWALK AND SIDEWALK IMPROVEMENTS log 9-4171 3 20' 10' 20' - FAX:• SOJ-6503-24 0752 16 g TIGARD WI$WfG4RO-OR.GOv FILE NO DESIGN:JP DRAWN:JP CHECK: SB L PROJECT NO: CIP 2020-95027 Layout 95027 618/2020 Katherine and Tigard-Google Maps Goy,gle Maps Katherine and Tigard Temporary Traffic Control Plan for Work @ SW Grant Ave and SW Tigard St. Phase 1 : When closing a Lane on Tigard & a Lane on Grant. vteetluuty Jdn5 ro:4 s f) Apartments �c SW Tigard St& 0- lir SW Katherine St 1/2?Pr Northwest Dryer & Mach `�aisr ' t;9ard Carnival Glass King S�'centgr S1 Case Solutions 9 Sign & Cone Spacing on Tigard St • Sk, Ufa TRAFFIC CONTROL DEVICES(TCD SPACING TABLE c�'''7�e; Multi Use Path * SPEED(mph) A Sign spaedng(R) C D.au Pees- padwg00 Ski, �� C. 20-30 nnelzing 100 100 100 20 i 1}9atoiSt �� 35-40 350 350 350 20 45-55 500 500 500 40 Java West.Aquatics Barrier Corporation \ \ s Freeway 1000 1500 2e40 40 raining Center �opry'"'erc; Stevenson & Associates NOTES: • Place traffic control devices m 10 R.spacing for Intersection and access rad1. 4 Paws D( / Care . aisr • When' y.e�epacngm"Sead"""dm111eW conditions. spacing adjustments to 20%of the"r1"dimension tor speeds<45 mph. �,� Un4 spadi g adjustments to 10%at the'A'dimension for speeds 2 45 mph. \ \ \ Qae MINIMUM LENGTHS TABLE Willamette Electric T --•� // \ \ - \ o L'VALUE FOR TAPERS PtI Furniture Med�_:', \ o *SPEED m'M w urea. Shoulder Nan 0�Owe extr/0 SUFFER'B.SO \ •$ WS10 W.12 W=14 W.18 y \ \ v 25 105 125 145 165 75 \ Sr�� h� 3035 150 180 210 240 100 oto,t - \- \ lY/.'ogr 40 24320 iw Lane Width = 1Oft �Pr . 45 450 54f) 630 72050 500 60D 700 800 180 Posted Speed Limit= 35mph -Tigard 10 DataSafe Inc ct \ c�a;sr S5 560 660 FREEWAYS0W0 2250 Posted Speed Limit = 25mph -Grant co ' 55 1000 1000 loon 1000 250 60 1000 100:) 1000 1000 285 See Sign &Cone Spacing Table JBC Roofing 4*s Robyn's Nest Property 65 1000 1000 1000 1000 325 NOTES: Management, Inc • For Lane closures where W < 10,we'L'value for W.10'. Manifest: • For Sha4d Moamar.whets < 10',lee•L'value lorW.Ice orcalculate L'using 3 x Road Work Ahead • lonola tor Swede 245:L.IS.Smile<45:L.S'Wr80.S.speed.W.WRRh 2 x Right Lane Closed Ahead ♦ Synlawn of GI cyul I s/y 1 x Sidewalk Closed c0j�i 1 x Sidewalk Closed Ahead Closets To Go9 9 • ''' 1 x Crosswalk Closed Sign & Cone Spacing on Grant Ave 3 x Be Prepared To Stop wTRAFFIC CONTROL DEVICES(TCD)SPACING TABLE 3xFla erAhead Primitive ♦ Sign Spacing(R) Max.Channeftzing 99 Racing9 * SPEED(mph) 30 x Road Cones :west RefinishingA B 0 DeviceSpecingcR) 20-30 100 100 100 20 3 x Flaggers ® 35-40 350 350 350 20 as JC 45-55 500 500 500 40 acT `�fj� All Surface Freeway 2640 40 C . o Cleaning Company —....__ ♦ �� OTES: 0 J • Phm baffle control devices on 1011.spacing for Intersection and access radii. Work Includes: l�'14 Go gle • When mac e'a,y.signspacng mry be adjusted to d site condlOons. Unlit spacing adjuatmsnte ro 20%of the'A'dimension for speeds<45 mph. Survey, saw cutting, demo, excavation, agg base, Lime spacing adjustments t010%of the'A"dimension for speeds 245 mph. concrete, asphalt, striping, sign and RRFB installation MINIMUM LENGTHS TABLE 'I.'VALUE FOR TAPERS es Phase 1 : All work will require flagging. *snoeotmm,w- n.a Slaw We12 Wigdaed« SUFFER 9 (rt, Work Hours: W 05 W W 414 185 25 105 125 146 ,e5 75 Daily - Monday-Friday = 9am -3pm 30 1505 180 21085 240 1255 —o—f>— =Traffic Cones 40 265 320 375 430 150 45 450 540 830 720 180 50 500 800 700 800 210 =Work Zone 55 550 660 770 800 250 FREEWAYS 55 1000 1000 1000 1000 250 60 1000 1000 1000 1000 285 65 1000 1000 1000 1000 325 NOTES: • For lane dmo,esWham W <10'.use'I_'value tor W.1 d. • For Shoulder dosed wham* < 10',use'L'value for W.10 or cskulate'12 using https://www.google.com/maps/search/Katherine+and+Tigard/@45.4323765,-122.7755218.17.82z formula,for Sgeede 245:L-WS.Speeds<45:L.S'W/50.S.Speed.W.Wldth 6/8/2020 Katherine and Tigard-Google Maps Go gle Maps Katherine and Tigard Temporary Traffic Control Plan for Work @ SW Grant Ave and SW Tigard St. Phase 2: When closing a Lane on Tigard & a Lane on Grant. ui eel iuui y vdrt s� LA Apartments ,r 0 SW Tigard St & coh SW Katherine St afar Northwest Dryer & Macha/s� s ski,,, Carnival Glass King9 Sf yCenicr d , sr Case Solutions Q Sign & Cone Spacing on Tigard St SW C 4+2't TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE v. * SPEED(mph) A Sign Spacing(ft) Max.Chenneezing �PpCodi � Ski, sl Ol~ 20-30 100 100 too � 20vice � i • r'9ar 5� 35-ao 350 350 350 20 °Sr Multi Use Path 45-55 500 500 500 40 9 Barrier Corporation 9Java WestAquatics r .$4, Freeway 1000 1500 2640 40 raining Center ♦ o� NOTES: c • Place traffic control devices on 10 ft.spacing br intersection and access ratlll. e`4jei Stevenson & Associates S ,,, inspacingmaybeaa eammaflenendNona. 4 Paws D( / Care - . Limit Spacing adjustments' w 2o%dm.•A dhn.nabn wepeeda<45 mph. ! mew - Limit spacing ed)ustmente to 10%0l the•A•dimension foe speedo 245 mph. Ti \ P¢ MINIMUM LENGTHS TABLE C •L'VALUE FOR TAPERS(ft) Willamette Electric ' ii o Furniture Medi ( *uev0lmpp w.ms«S see wpm mtg Suer«s eras_ BUFFER'B'(ft) -�C W610 W.12 W.14 w.16 ` 25 105 180 210 140 75 u Ly s� 30 150 16o 285 2ao 100 9 Ti S{y 5 95 205 245 285 szs 125 9ar(r.R, \ \ C'e 40 265 320 375 430 150 DataSafe Inc 45 456 540 630 720 160 is �erCiaisP 50 500 600 700 80o 210 56 500 600 700 800 210 9 Lane Width = 10ft �y��e �o ,000 Fl11000 loos zso Posted Speed Limit = 35mph -Tigard JBC Roofing 60 1000 1000 1000 1000 285 4P, Robyn's Nest Property 1000 1000 000 000 325 Posted Speed Limit= 25mph - Grant NOTES Management, Inc •• For Lane dasureswhere W < 10%use'12 value tor 44.IV. See Sign and Cone spacing table g • For Shwdder closures where W <10',use'L'value for W•10'W calculate'L'using tGmlula for Swede 2 45:L•pas.spectre<45:L.S.W/60.s-speed.W=W WN Manifest: <*) Synlawn of Ore* s 3 x Road Work Ahead ty�, 1 x Crosswalk Closed °�i 1 x Sidewalk Closed Closets To Go 9 •1 x Sidewalk Closed Ahead _ Sign & Cone Spacing on Grant Ave 1 x Right Lane Closed Ahead 661.6611 TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE e SW :west Refinishing9 Primitive RacingA SlgnSpeadglN C s zing 3 x Be Prepared To Stop 111, * SPEED(mph) 3 x Flagger Ahead 20-30 too 100 100 20 30 x Road Cones 35-40 350 350 350 20 3 x Flaggers P i 45-55 500 500 500 40 �4. Nro All Surface ; Freeway 1000 1500 2640 40 I �,� o. \ C Cleaning Company iir f`' NOTES: • Place traffic conlroi devices on 10 h.spacing for Intersection and access radii. Work Includes: �„E Go i gle • When necessary,sign spacing may be adjusted to M site cond8ons Limit spacing adjustments to 20%at the'A'dimension to speeds<45 mph. Survey, saw cutting, demo, excavation, agg base, UmS spacing adjustments to 10%of the IV dimension for Speeds 245 mph. concrete, asphalt, striping, sign and RRFB installation MINIMUM LENGTHS TABLE •L'VALUE FOR TAPERS(ft) Phase 2: All work will require flagging. *5eEE m�mt pas o« w=1 W BUFFER•B•(R, W=1Work Hours: 25 105 125 145 165 75 Daily - Monday-Friday = 9am -3pm See attached TCP for Milling and Paving Work 30 150 1BO 210 240 100 35 205 245 285 325 125 -0--0- =Traffic Cones 40 265 320 375 430 150 45 450 540 630 720 180 50 500 600 700 Boo 210 =Work Zone 55 550 660 770 880 250 FREEWAYS 55 1000 1000 1000 1000 250 60 1000 1000 1000 1000 285 65 1000 1000 1000 1000 325 NOTES: • For lane closures where W < 10',use'L'value for W.10'. • For Shoulder closures where W < 10',use'L'value for W•10'or calculate'L°using https:/Iwww.google.com/maps/search/Katherine+and+Tigard/@45.4323766:122.7755216,17.82z ` formula,brS35yyds245:L.WS,Speeds<45:L.SAN/60S•Speed,w•wIdl 6/10/2020 Katherine and Tigard-Google Maps Temporary Traffic Control Plan for Work @ SW Grant Ave and SW Tigard St. Katherine and Tigard Phase 3: Milling & Paving Intersection Closure. See attached Detour Plan HORN ri CO\P' Y ' H CressMOM -* • iq-� cti gm brier LC ,e,rnte' \ Westside Training Center �� '.,- stev Multi Use Path S�'c ss C(>1 LOSED ! Gr Sr f S AHEAD ' 1�! scy s��e4,ge`y Sign & Cone Spacing on Tigard St # • . , ....,,,..., c , © - Ti. °i,,ryp `TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE OataSafe Inc -re./d/ * SPEED(mph) Sign Spacing(ft) Mea.Channellzing �D 4 \` S( A e c Device Spacing(ft)`49�• S Nest PI up �\� All Stop Pipes Q 20-30 100 100 100 20 y`''gement, Inc ♦ and Tobacco 35_40 950 350 350 20 � IOn' , 45-55 500 500 500 40 ClosetsTo Go 9 Yens Chinese Freeway 1000 1500 2640 40 O�/• I� 9 Take ia't.et,:e'y �QT �1 Primitive Racing 9 9 PC .NOTES:Place traffic control device,cc loft.specinglor Intersection and amen radii. I© • When necessary.sign spacing may be adjusted to fit site conditions. Unlit spacing adjustments to 20%of the'A'dimension for speeds<45 mph. Paddle Dma spacing adjustments to 10%ot Ihe'A'dimension for speeds 245 mph. P' �/> All Surface Q r MINIMUM LENGTHS TABLE `c �0 Cleaning Company f3 7 Table 1 .L.VALUEFORTAPERS(R) e�6( Symposium Coffee p�� w VALUE FORTAPE S(R)•atw(Nllod BUFFFA'B'(B) s'T Takeout 9 *SPEEoprye W510 W=12 We14 W=16 25 105 125 145 165 75 Oregon Rifleworks 30 150 180 210 240 100 1Elite Care at Fenno Creek9 g35 205 s 0 285 430 0 Tualatin Valley Glass 45 500 540 1 6300 e o z 0 55 550 660 ET70W 880 250 FREEWAYS 55 1000 1000 I 1000 1000 250 60 1000 1000 1000 1000 285 o)• Kiss Car Wash9 6,5 1000 1000 I 1000 1000 325 7 9 MAKI Japanese © NOTES: W • For Lane closures where W < 10'.use'L'value for W.10'. Kepler's • Upholstery T`fk(iuut • For Shoulder cosuresWhere W <10'.tree'C value for 10'or calculate'L'using 0 formula,for Speeds2L. ' <45:L.S'W(80,5." M,W.WNM & Custom Furniture 0 9 r n Tigard TC WES Station r- `Pa aOh�T ♦ George Morlan Plumbing (� ` `�.4 Supply-Tigard TLiquor Store Tigard Ballroom Dance v�'� 4 Comps Sign & Cone Spacing on Grant Ave 5 "�.1% 'TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE , \ S� * SPEED(mph1 Sign Spacing(it) Max.Cha S nneUacin InR A S/l CI' 4Curiosities Lane Width = 10ft zo-so 100 100 100 20 g shy Posted Speed Limit = 35mph Tigard �0 9 Posted Speed Limit= 35mph Grand 35-ao 350 350 350 20 St Anthony's h' Stevens45-55 500 500 500 40 Catholic Church ,)s. Steven's Max s Fenno See Sign & Cone Spacing Tables Freeway 1000 1500 2640 40 Creek Brew Pub St Anthony'sManifest: e Church& School ® Takeout • Place 3 x Road Work Ahead • Place Raffle control devices on to ft.spacing for intersection end access rang. Toro urari["closed 2 x Right Lane Closed Ahead • when necessary.adj sign spacingto 20%oy Dhe'A'adjusted tnatonfo fit speed conditions. )) t9 g spacing adjustments to 20%of the'A'tllmermbn for speedo<45 mph. Go'gle 1 x Sidewalk Closed Dna aPaeing adjustments to l0%of the'A'dlmendon for speeds 245 mph. Main Street Village z,~' 1 x Sidewalk Closed Ahead F MINIMUM LENGTHS TABLE Work Includes: 1 x Crosswalk Closed •L'VALUE FOR TAPERS *SP w.Len.0,stows van being ammo Wined BUFFER'S'tit) Survey, saw cutting, demo, excavation, agg base, 3 x Be Prepared To Stop EED h.PdtW$ 0 W26 4 2 W 64 W6 25 105 1 76 2 x Road Closed 30 150 180 210 240 100 concrete, asphalt, striping, sign and RRFB installation 3 x Road Closed Ahead 35 205 245 285 _ 325 125 40 265 320 375 - 430 150 1 x Road Closed To Thru Traffic 45 450 540 630 720 180 Work Hours: 3 x Flagger Ahead 50 5550 6660 700 800 250 Daily - Monday-Friday = 9am -3 mFREEWAYS y y p 30 x Road Cones 60 1000 1000 1000 � 285 0 0 =Traffic Cones 3 x Flaggers 65 1000 1000 1000 1000 325 NOTES: • For Lane closures where W < 10',use'L'value for W=10. Work Zone • Far Shoulder closures where W <10',use'L'value for W.10'or calculate'L'using formula.for Speeds 2 45:L=WS.Speeds<45:L=S'W/60.S=Speed,W=lMd h 0.773524,17.26z 1/1 6/10/2020 SW Tigard St&SW Grant Ave-Google Maps Temporary Traffic Control Plan for Work @ SW Grant Ave and SW Tigard St. Go gle Maps SW Tigard St & SW Grant Ave Phase 3: Detour Plan/Route for Milling & Paving Work. Westside Christian . Birches Apartments United Taxi & Shuttle High 5choo 44/ 9 Harris WorkSystems coTe;noarar6y closer SW regard St .t544 St Z. zti) y, 9 C'"P t. Q�b q • j" s G9 Q 1- Wells Fargo Bank 4 Cane Wood According to Google Maps this Detour s""`" a Wicker Fixer • adds 3 minutes to get to Grant & Johnson �S�iJOANN Fabrics Q `�-. ° and Crafts D rksen ;' Enterprise Rent Nat a Park Greenburg Oaks Joy Cinema 9 ysw `yr° r 0„ci Apartments Bank of America (with •��� SW Y,atdrenre St ••••�►•, ��kPe, Drive-thru ATM) tat Skyhook Ninja Fitnet dt�� W H Cress •••••••'••. °J�J `�4 ( 9 5 •••,••''.,•• SW Tigard St& s s�G� 1 •'�•SW Grant Ave c�,v�,sr Park 2171 1 a.. Value Village Fowler Middle School . •••'•• Temporarily closed SVJ 106144- Woodard Park �.'� '••.,�•• Q United States 7• • Postal Service Sal ytjnS°f,ss ••• dintA Oregon Rifleworks sw Knm/p Symposium Coe Nelnut St f s``45:- •• Ballroom Dance s`� o k�; ``George Morlan Plumbing Company °�.. Sykart Indoor Racing 9 s d"g Supply Tigard 'Tigard TC WES 66 9 ;r°'� 4.---34..0‘. ... a' •s Wm. Jax9 , .••*� ct4 tat Fanno 9Curiosities •f Knez Building SW Ego'St •••••'••,, St Anthon $*� ••••'' Brew P •T `�o Materials Co! Catholic ChUPch . ��, Snyder 9 .�`� ��tf�f� .•' According to Google Maps, this Detour ass% 9 Huttig Building Pro �• �••.• . Burgerville Johnson Apex Industries WatchConsignor.com SW Fo��etsl �tih°d0. ar Skt, m `",` / °^,��� Chart nerS* S�Q` ! J't,s NW Preferred sy z Broadway Rose Federal Credit Union i s Theatre Company United Car Wash 4 s`,e Burnham Business c� ' 9 & Storage oha''t at �Tigard Winsupply Papa John's Pizza ZTigard United / Company GO' (¢Methodist Church Tigard Skatepark9 Potso Dc Sanchez (ayueria 9. NM Map data©2020 500 ft 6 hops://www.google.com/maps/place/SW+Tigard+St+%26+SW+Grant+Ave,+Tigard.+oR+972231@45.4312766,-122.7776339,16z/data=!4m5!3m4!1 s0x54950d202cdbd7ed:0xd6ffbbfe6e5076c0!8m2!3d45.4323945!4d-122.7755869 1/1 STREET CONSTRUCTION NOTES: - 169 „ = 171 CONSTRUCT STANDARD CURB. SEE SHT. K5 FOR DETAIL. 2 CONSTRUCT 5' WIDE CONCRETE SIDEWALK. SEE SHT. K5 FOR DETAIL 168 EXISTING MULTI-USE PATHWAY n' IT I UTILITY POLE TO REMAIN IN CURRENT LOCATION. COORDINATE _ - _ -. __ _. _---__-_- ANCHORING POLE DURING SIDEWALK RECONSTRUCTION WITH PGE. 14 1 REPLACE WATER VALVE BOX WITH 18"CAST IRON 910 VALVE BOX TOP. GATE VALVE AND HYDRANT TO BE RAISED TO TOP OF WALK. EDGE OF ; BY PW WATER DEPARTMENT. BACK OF WALK ELEV=168.5 PAVEMENT EXISTING GROUND ELEV AT HYDRANT=167.2 • 168 ' 'n I 6 CONSTRUCT ACCESSIBLE RAMP WITH TACTILE WARNING \6 STRIP. SEE SHT. K3 FOR RAMP DETAILS. 1IJ _ n INSTALL CITY PROVIDED RECTANGULAR RAPID FLASHING BEACON (RRFB) AND SIGNAGE. SEE SHT. K6 FOR DETAILS. STA: 9+89.78, 6.77' RT. KATHERINE ST. 9+83.43, 1.71' '_._TNNN DI N: 139797.6117 TIGARD STREET RT. KATHERINE E: 320648.2562 _ GUT ELEV 168.02 il +00' { 20+50 ` (HPT) 21+00 pk00 21+50 n INSTALL CITY PROVIDED RECTANGULAR RAPID FLASHING BEACON (RRFB) I a - AND SIGNAGE. SEE SHT. K6 FOR DETAILS. 1 I 1 g t�0 CENTER OF POLE LOCATION: STA: 21+18.51, 26.24' LT. TIGARD ST. - 16 r/ `ra 10 0 -f_ :� 1- EDGE OF I N 139835.6968 7 PAVEMENT E: 320655 7273 51' i 1 _ ----- ___._ _ E PROTECT EXISTING PEDESTAL � 1 167 o �' � '- I)MM. - 10 PAVE 2' WIDE STRIP OF LEVEL 2, 1/2"DENSE ACP. 4"ACP i _____ __________ — — 0 r _ ' ' 166 THICKNESS OR MATCH EXISTNG STREET SECTION WHICHEVER IS 9 r'`� =-,A-: .- 9 11 ' << T GREATER. AREA: 105 SF \;' Nw 168 n PLACE BARK MULCH BEHIND WALK TO PROVIDE POSITIVE RIGHT-OF-WAY LINE - r 1� © ,C {;C'' r DRAINAGE TO THE WEST. AREA: 650 SF, 3" THICK, APPROX. 8 CY 0 / - V BARK MULCH AREA GENERAL NOTES: IT_ '�x © / CURB CONSTRUCTION DATA: 1. SEE SHT. K4 FOR STRIPING AND SIGNAGE / 00 INFORMATION. S�RE� 9 \ h i © F 10 L=21.01' R=100' p=12'02'13" 2. MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS AT ALL TIMES. 14,0"� Nam. . 1, ` "�"I STATION/OFFSET TC ELEV ABBREVIATIONS: 11 - I PCC 9+46.48, 15.80' RT. KATHERINE 168.05 TC = TOP OF CURB ELEVATION ( GUT = GUTTERLINE ELEVATION 31 ;1 %,, 1/2 A 168.10 50 '' ?'-' 8 PRC 9+64.89, 5.76' RT. KATHERINE 168.16 PCC = POINT OF COMPOUND CURVATURE 4 \, c ; ,7' • If) 1 PRC = POINT OF REVERSE CURVATURE 15 , ;y HPT = HIGH POINT ii ,--- 01 ,,.r i',a.; ;- t O L=26.49' R=25' Q=60'42'40" `�`t PRO8/9�� STATION/OFFSET TC ELEV11 t�yv 4' 14,021 �' y '> / PRC 9+64.89, 5.76' RT. KA THERINE 168.16 - OREGON Ck V" = �;6 /• RIGHT-OF-WAY LINE 1/4 A 168.24 4� 3U %s� 1/2 A 168.33 IN WING oy j t '�� 3/4 A 167.91 (TC=GUT) tt>z 12 31- 7vz 1 PT 9+90.09, 3.88' RT. KATHERINE 16Z97 (TC=GUT) i Li Revisions told Addandunat 7J72nt @ DIVISION SCALE: 1 = 20 KATHERINE STREET sIK2 Description Date No. BY ' maim woalca DEPARTMENT _1 M. HAT. 97223' 5°3 CROSSWALK AND SIDEWALK IMPROVEMENTS oF �', F AX: 50.T-624-0752 16 20' 10' 0 20TIGARRD I$WW.11G4R0-0 GOV FILE NO DESK JP I DRAM JP i CHECK: SB PROJECT NO: CIP 2020-95027 -- Layout 95027 6/8/2020 Katherine and Tigard-Google Maps Go ole. Maps Katherine and Tigard Temporary Traffic Control Plan for Work @ SW Katherine St. and SW Tigard St. Phase 1 : When closing a Lane on Tigard & a Lane on Katherine. s= • a 0 siv SW London Ct Q o�\c 9 Sign & Cone Spacing on Katherine St S1h1 pm . Oro, (5Z TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE sr *SPEED(mph) Sign Spacing iPo Max.Glennellzing • 'n.N‘ O A B C Device Spacing 86 20-30 100 100 100 20 N `, Existing Ped Path �a 35-ao 380 350 350 20 r ♦ °'a 45-55 500 500 500 40 N Sr ` _ , 1.G Freeway 1000 1500 2640 40 ` S�'Condon • ��/ • PNOlace traffic control devices on 10 R 1,.g ` _ C spacing to,Intersection and access roan, N. 11 y �rd St& o„, • When necessary,sign spacing may be adjusted to Po site conditions. T y� V�J Iw l Limn spacing adjustments to 20%d the Ni"dimension for epeeia<45 mph. StRAthel la a Sl �i• Limit spacing adlusonada to 10%d 6w•A•dimension for speeds 2 45 mph. MINIMUM LENGTHS TABLE SW Katherine St SW Katherine St SW I(ither.► _011111111P -1 _\ - " Q� L VALUE FOR TAPERS tR1 . j ; '� *weep lmP^t w.lanwesro,uer wren•+�aumeea.mmee BUFFER'B'(R) � • • . . \ \ S/i, `C 105 125 145 w616 u1 7 -Y`t ^w 25 105 125 145 265 75 • T -- - O C1 30 150 180 210 240 100 Q 5 325 40 265 320 335 205 245 75 430 125 150 CO Northwest Dryer & Mach • ?' a ca /ar 45 450 540 e30 no 60 Sj 50 500 600 700 800 210 55 550 880 770 880 250 C" Conte S+jy 55 1000 1000 l 11000 1000 250 Case Solutions ,Yc 60 1000 1000 1000 1000 285 om 65 1000 1000 1000 1000 325 NOTES: Lane Width = 10ft • For ShoGradeswhereei <10',1use0%use value forW.la. • For Shoulder dome*where W < 1a.uee•L•value far es=1o'apaklnare•L•asl Posted Speed Limit= 35mph Sty T formula.for Spada 245:L-Ws.Soiled,<45;L-.�'Y�io.s-shad°W-Wroth Sign Spacing = 350ft W H Cress9 ,9ard q'�• Cone Spacing - 15ft ♦�} 9 Manifest: 9 Barrier Corporation v Sty 3 x Road Work Ahead P Co 9 1 x2 x Crosswalk Closed k Closed Ahead Westside Training Center Sy,r'stara Sign & Cone Spacing on Tigard ST 2 x Right Lane Closed Ahead High Impact Technology 4 Paws Dog Day Care ' . TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE 3 x Be Prepared To Stop 3 x Flagger Ahead *SPEED Imp" �"sPadrg(") Max.a lleIng A B C Device Spacing 80 30 x Road Cones zc-3o 100 100 100 20 Willamette Electric .40 350 350 350 20 3 x Flaggers 45-55 500 500 500 40 Furniture Medic 9 Freeway 1000 1500 2640 40 NGo gle • Place DataSafe Inc • Place traffic control devices on 10 a.spacing la intersection end access recta. Work Includes: • When necessary,sign spacing may be e4usted to tit site conditions. r e..+ en •r• Lima sparing adjustments to 20%of Ma'A'dimension for speeds<45 mph. Survey, saw cutting, demo, excavation, agg base, ",y (Anil sparing adjustments to 10%n1 the'A'dissension for speeds 245 mph. concrete, asphalt, striping, sign and RRFB installation Phase 1 : When closing a Lane on Tigard & a Lane on Katherine. MINIMUM LENGTHS TABLE 'L'VALUE FOR TAPERS(ft) Work that requires closing a lane of Tigard St includes: Sawcutting, *SPEEDw.usa...„..roam noes El,*or•hnw BUFFER'B'(R) Paphl Work Hours when closinga lane on Tigard St: 25 105 1252 "145` "165 75 9 demo/excavation, placing concrete, AC Prep and install. 30 150 180 210 240 100 Daily - Monday-Friday = 9am -3pm 0 0 =Traffic Cones 40 265 320 285 325 150 40 265 320 375 430 150 45 450 540 830 720 180 50 500 600 700 800 210 55 550 =Work Zone �0 770 FREEWAYS 880 250 55 1000 1000 1000 1000 250 60 1000 1000 1000 1000 285 65 1000 1000 1000 1000 325 NOTES: https:/Mrww.google.com/maps/searchR(atherile+and+Tigarde45.4333509,-122.7784043,18.08z • For Lane closure,where W <10',Use•L•value forW-to'. • For Shoulder closures where W < 10'.use•L°value for W=10'or calculate•L'uslr 6/8/2020 Katherine and Tigard-Googie Maps Go gle Maps Katherine and Tigard Temporary Traffic Control Plan for Work @ SW Katherine St. and SW Tigard St. Phase 2: When only closing a Lane on Katherine. Siy, G. a 0 _ s SW London Ct C) \.� "vr A Sign & Cone Spacing on Tigard ST 1 SW P'.4 ♦9D�j r to TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE �, . - Sign Blaming 00 Max.Charm trtng 0 * SPEED(mph) A B C Device Spacing 00 0y� 20.30 100 100 100 20 N `, Existing Ped Path 1>)A/. 35-40 350 350 350 20 CI4, 45-55 500 500 500 40 • \ \ sr v~ Freeway 1000 1500 2640 40 \ \ SK'Landor \ NOTES: \ s • Race traffic control devices on 10 n.epatlng to kiterexwn end awe..radii. \ ' C Li' igard St& 0 a UmeWhe pacing any, swing%may be Wuebd to Mate for speeds < yLMN sparing adjustments b 20%of IM'A'won spaWa<45 mph. SW-Katharine St er . Urea.p.cbv.a n.em.b1�aate•A•imennbnfr.speeds245mph. MINIMUM LENGTHS TABLE SW Katherine St SW Katherine St SW Kather'.p '•� . \ ' •L•VALUE FOR TAPERS(iq . ♦ ' ` \. Q' w.t 10 seeder eeY 5014 «aaee BUFFER•e•(S) 9 \ ` \ S(y *seem tRMl ya 05 W.12 W=14 W2144)65.18 25 105 125 210 75 \ C� 30 150 1B0 210 100 \ \ e Northwest Dryer & Mach � a�cya�� Gi 45 430 540 700600 8 . 720 2a 800 55 550 660 770 880 250 FREEWAYS ContekPro Sy, 55 10000 10000 10000 10000 � Case Solutions c� 65 1000 1000 1000 1000 325 NOTES: Lane Width = 10ft ♦ • For Shoe tior ca where er < 10',< uae'L•'1:v for W.1m. using Posted Speed Limit= 35mph • FarShoulder closures wham IN <ta,a.T value for w.tm or calculate W.L S forme,for Swede 245:L.WS.sends<45:L.StiyMO`S•Sneed.w.Wath Sign Spacing = 350ft W H Cress 9 Tigard .. Cone Spacing - 15ft 4' co Manifest: v 3 x Road Work Ahead 9 Barrier Corporation s�Co�i I x Sidewalk Closed Ahead Westside Training Center 9 Sly Sign & Cone Spacing on Katherine St 2 x Crosswalk Closed High Impact Technology _ 2 x Right Lane Closed Ahead 4 Paws Dog Day Care �` g p g 3 x Be Prepared To Stop 9 c A TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE 3 x Flagger Ahead *SPEED(mphl SlUn Spacinge m1 oevi a Spadfre 9 cf Devlca Spedr 30 x Road Cones 20-30 100 100 100 20 Willamette Electric 9 35-40 350 350 350 20 3 x Flaggers 45-55 500 500 500 40 9 Furniture Medic 9 Freeway 1000 1500 2640 - 40 Go le NOTES: Work Includes: '9 DataSafe Inc • P1""""d`°""°'d•"cesont0n..ww°mrb'es�wn and access r de • , f• • When necessary.sign spacing may be a14rated b i ase conditions. Survey, saw cutting, demo, excavation, agg base, Una• ng•�p t•m2 af,e'A'�n onMon r•ped.245mpn. Uni meting a.4 amend to 20%of the'A'dimension for.peed.<45 mph. concrete, asphalt, striping, sign and RRFB installation MINIMUM LENGTHS TABLE 'L'VALUE FOR TAPERS le) * e w.tea or ahaaterwun treae e weirs BUFFER 9e•tS1 weove W ssto W.12 W.14, W.16 25 106 125 145 1B5 75 Work Hours when only working on Katherine St: 30 150 2145 210 325 125 0 0 =Traffic Cones 35 205 245 285 325 125 Dail Monday-Friday = 7am -5 m 40 265 320 375 490 150 Y ' Y- Y P 5500 585000 � 7700 s800 z 0 55 no 880 . =Work Zone 550 680 FREEWAYS 250 55 1000 1000 1000 1000 250 60 1000 1000 1000 1000 285 65 1000 1000 1000 1000 325 NOTES: https://www.google.com/maps/search/Katherine+and+Tigard/@45.4333509,-122.7784043,18.08z • For Lane warns where W < 1a,use•L•ww for W.10. a For Brenda r4Wma atww W <10.sat 12 vain In,W.in're rxhda I•umnr