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PFI2019-00254 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT IIII1 ` . COMMUNITY DEVELOPMENT Permit#: PF12019-00254 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 08/08/2019 -VICAR]) 9 Parcel: SEG952 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Tigard Street Heritage Trail Project Description: Trail construction,temp traffic control, install water, sewer to site, driveway and sidewalk replacement, within main street and Tigard st right of way. Class ork: FEES Description Date Amount Type 2-Sidewalk/Driveway Approach Total Owner: / 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: PHONE: Applicant: RANDY LEE 20907 NE 72ND AVE BATTLEGROUND, WA 98604 PHONE: 3607235295 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: See application Issued By: ` --. — v—a:— Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00254 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. Contact Ken Fisher at 503 816 6146 or Kenny@tigard-or.gov 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 RECEIVED AUG 0 6 2019 CITY OF TIGARD a City of Tigard PLANNING/ENGINEERING PFI#: -�I Cf " 0 O 2 54 ENGINEERING DEPARTMENT TIGARD Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: Tigard Street Heritage Trail -City CIP No. 92034 Project ❑ TYPE 1-Franchise Utility Work Brief description of project: Trail construction, temporary traffic performed by NWN,PGE, or utility agency control, installation of water, sewer to site, driveway and sidewalk o TYPE 2-ROW Sidewalk/Driveway/Sewer replacement, within Main St and Tigard St right-of-way Work performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Parkinglot adjacent to Chamber main line tap Location (address if available): 1 ❑ TYPE 3-Full Scale Development Work of Commerce building on Tigard Street F�� (1 S performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: Lee Contractors, Inc. • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 20907 NE 72nd Avenue water service area City/State: g Battle round, WA Zip: 98604 ❑ TYPE 4-Small Cell Technology Phone: 360-723-5295 0 TYPE s-Tigard Triangle Email: randy@leecompany.net Phone: 360-723-5295 NOTE: Type 1 and 2 applications may be Contact name: Randy Lee, President emailed to rowpermits@tigard-or.goy. Phone: 360-723-5295 Email: randy@leecompany.net CONTRACTOR INFORMATION ® Same as applicant Name: CCB Number: 196535 Mailing address: City/State: Zip: Phone: Email: ENGINEER INFORMATION Name: Alta Planning + Design, Inc. Mailing address: 711 SE Grand Avenue City/State: Portland, OR Zip: 97214 Phone: 503-230-9862 Email: devenyoung@altaplanning.com ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ $46,700 (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes lI 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 owner 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. Erik Lee 7/25/2019 Applicant's or authorized agent's signature Print name Date Property owner's signature(if required) Print name Date STAFF USE ONLY Case No: 2 C I GI— 002.54 Permit fee: Received by: Date: (a / 0/, Approved by: 1,4. 141h 112— Date: 8- 4 Notified by: Date: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-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 PH 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 PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF LSE ONLS J Olt STAFF FSI. um.) TYPE 4: SMALL WIRELESS FACILITY TYPE 1—3:DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? ❑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 El Street Name How many install sites are proposed as part of this permit El 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 El General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping El Street Light Plan and Photometric ❑ Engineers seal/signature El 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) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report El Preliminary Access Report(Sight Distance) El Proposed Plat ❑ Pathway Design El Water Provider Approval City of Tigard • 13125 SW Hall.Blvd. • Tigard,Oregon 97223 • www:tigard-or.gov • 503-718-2421 • Page 3 of 4 9 sw '•y. '. sI r Edge of Pavement+ � Streetlight � Ditch � 7. Rain Drain 1-113M'Si(if c�Er'CiRI:" 1 1 -1 1 "51Existing House I ' ''4 v' j Existing VI • Driveway ij of • aS(.`11• 01 bi cta A I 1 � i c :shoP� \LPowee .,= I 1 I p------ iaperty lTe -----•z•-- I I ,� II Fire Hydrant(FH) 1 I I1 Scale: 1"=30' 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 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 .. ,max r ',?"4.4' . +� � _ � , ,.. + 4 r �. .G ,..0",1/41/41"-1,`,.1/4-01/41/41/41.t; r .. ,... +x` r,,o k - .. .� . �"^ '''-i''-,',7-4,,,'''';': x -. ... .. � .,.,. N.. ... .- r».. , ..... .,.. . . .�.. .. . ,aR. r -,... 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M la x- - . .. n -..,. i, ,,.., a. ,.. ,.. r C -x,.. t._.t^. A . ::.. .::., ....... p ,. , r;. ,.wk -,. s "�:,-. • . ,. --.. , . x,.,r ,:, !' � ,.. A • s.; �.. . r. �- �..}.... . rx ..r: a"r y ,xu:... 2 TIGARD- OREGON PROJECT NO. 92034 7 ,,,,, , r‘,. .., ' .}atk, 4f,,4'' 0':4%1. £y „, , t.:,,,, t'` k'`+' A 4 OWNER/DEVELOPER N. Allicrrr of nGARD SW NORTH DAKOTA ST PI�LK WORKS DEPARTMENT 13125 SW HALL BLVD �tr TIGARD,OREGON 97223 TIGARD x i coHrAcr:AFF r�ECK PHONE 503- . 03 718 2488 { to FAX 503-624-0752 _ F: 78 y �'9� �v ENGINEERING/LANDSCAPE FIRM 544 ,x. a� ALTA PLANNING+DESIGN 40 tan 1 711 SE GRANDE AVE SW KATHERINE ST 4 PORTLAND,OREGON 87214 ROS) ir T H'' :rit4 PHONE:563 230 9862z t41+ EXISTING CONDITIONS SURVEYs O g< OREGON COORDINATE REFERENCE SYSTEM-PORTLAND z 1. ' 41:44 � �� BENCHMARK %`� ,e"....- AND . CITY of TIGARD BENCHMARK$486 STATE OF OREGON A BRASS DISC NORTHWEST CORNER OF HWY.99 BRIDGE OVER R X R TRACKS AND CC1x1MERCIAI ST.NORTHWEST CORNER OF SAID wo sca E BRIDGE,2 FEET NORTH WEST OF A BRASS DISC MARKED'TIGARD r LOCATION MPP 1946' 1 N ELEVATION;193.698 FEET r Q) ATTENTION:Oregon low requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules ore set forth in OAR 952-00 t-0010 through OAR • steer NO. SHEET 1111.E 952-001-0090 You may obtain copies of the rules by j coiling the center. (Note: the telephone number for the CALL BEFORE YOU DIG Oregon Utility Notification Center is (503) 232-1987). , 1—800—332—2344 1 ATT'EN77044:Notify NW natural at (503)220-2415 when , a excavating within 5' of on existing high pressure gas main. Ei « pPRORt ENGINEERINGOMSION TIGARD STREET HERITAGE TRAIL NwO EE�TR�: �,__,� alta SWORE YOU LIG � ��g � PUBLIC WORKS DEPARTMENT CFO DNlG F0.E: TSNT_1W-0nfq W � CITY OF TIGARD,OREGON lal DESIGNED SR8 .• 131255.W.NALL&VD. V'�00 DRAWN �: '"txte ��+ �� iii iiGARO,OREGON 87223 .Tr..rr.. m ti ¢ 7tiSEGRANDAVE R weosr. or «limo.."` '044• 7r2�4+ F itANO,QR9721, '^-\.. . FVOIC: X52 COVER SHEET 41111111, PATE 3. 2018 140.139,2344 Watt) R. 94S" PLi NN111K3 t DESIGN tt t 14awt LNTE DESO8PT10N $CJu E AS Si10 NN "rt Waniato DAYS RENEWS,12131119 www.attepiamlRg.t om TIGARD s 4riVW TIGARO-0R.GOV PROD.N0: 92034 SHEET i OF Ss f i INDEX OF SHEETS 1 2 F GENERAL INFORMATION CML-DETAILS LANDSCAPE-PLANTING 1 01100 COVER SHEET 31 CD501 CIVIL DETAILS-1 61 LP100 LANDSCAPE PLANTING.NOTES&LEGEND I1 2 GI101 INDEX OF SHEETS 32 CD502 CIVIL DETAILS-2 62 LP101 LANDSCAPE PLANTING,STA 8+50 T018+50 3 3 G1102 LEGEND,ABBREVIATIONS,AND NOTES 33 CD503 CIVIL DETAILS•3 63 LP102 LANDSCAPE PLANTING,STA 18+50 TO 28+50 B 2 4 GI300 PROJECT MAP 34 CD504 CML DETAILS-4 64 LP103 LANDSCAPE PLANTING,STA 28+50 TO 35+70 1 1 65 LP104 ROTARY PLAZA-WEST-LANDSCAPE PLANTING g CML CONSTRUCTION ARCHITECTURAL 66 LP105 ROTARY PLAZA-EAST-LANDSCAPE PLANTING 5 DM100 EXISTING.DEMOUTION&EROSION CONTROL PLAN-1 35 A5100 ROTARY PLAZA SITE PLAN 67 LP106 KATHERINE ST•LANDSCAPE PLANTING 6 DM101 EXISTING,DEMOLITION&EROSION CONTROL PLAN-2 36 AS101 ROTARY PLAZA-WEST-SITE PLAN 68 LP107 GRANT AVE-LANDSCAPE PLANTING - 7 DM102 EXISTING,DEMOLITION&EROSION CONTROL PLAN-3 37 AS102 ROTARY PLAZA-EAST-SITE PLAN 8 DM103 EXISTING,DEMOLITION&EROSION CONTROL PLAN•4 38 AS103 ROTARY PLAZA-WEST-GRADING PLAN LANDSCAPE-DETAILS 9 DM104 EXISTING,DEMOLITION&EROSION CONTROL PLAN-5 39 AS104 ROTARY PLAZA-EAST•GRADING PLAN 69 LD500 LANDSCAPE PLANTING,NOTES AND DETAILS 10 DM105 EXISTING,DEMOLITION&EROSION CONTROL PLAN-6 40 AS200 TIEDEMAN AVE-PLAN 70 LD501 LANDSCAPE IRRIGATION,NOTES AND DETAILS 11 DM106 EXISTING,DEMOLITION&EROSION CONTROL PLAN-7 41 AS201 KATHERINE ST-PLAN 42 AS202 GRANT AVE-SITE PLAN ELECTRICAL CIVIL-PLAN&PROFILE 71 E100 ROTARY PLAZA-SYMBOL SCHEDULE 12 CP100 ALIGNMENT'R':PLAN&PROFILE,BEGIN TO END ARCHITECTURAL•DETAILS 72 E101 ROTARY PLAZA-WEST:SITE PLAN-LIGHTING 13 CP101 ALIGNMENT'A':PLAN&PROFILE,BEGIN TO STA 3+60 43 AD501 ARCHITECTURAL,DETAILS-1 73 E102 ROTARY PLAZA-EAST:SITE PLAN-LIGHTING 14 CP102 ALIGNMENT'A':PLAN&PROFILE,STA 3+50 TO 8+50 44 AD502 ARCHITECTURAL,DETAILS-2 74 E103 ROTARY PLAZA-WEST:SITE PLAN-PHOTOMETRY 15 CP103 ALIGNMENT'A':PLAN&PROFILE,STA 8+60 TO 13+60 45 AD503 ARCHITECTURAL,DETAILS-3 75 E104 ROTARY PLAZA-EAST:SITE PLAN-PHOTOMETRY 16 CP104 ALIGNMENT'A':PLAN&PROFILE,STA 13+50 TO 18+50 46 AD504 ARCHITECTURAL,DETAILS-4 76 E201 ROTARY PLAZA-WEST:SITE PLAN-POWER 17 CP105 ALIGNMENT'A':PLAN&PROFILE,STA 18+50 TO 23+60 47 AD505 ARCHITECTURAL,DETAILS-5 77 E202 ROTARY PLAZA-EAST:SITE PLAN•POWER 18 CP106 ALIGNMENT'A':PLAN&PROFILE,STA 23+50 TO 28+60 48 A0506 ARCHITECTURAL,DETAILS•6 78 E203 ROTARY PLAZA-WEST:SITE PLAN-RACEWAY B S 19 CP107 ALIGNMENT'A`PLAN&PROFILE,STA 28+50 TO 33+60 49 AD507 ARCHITECTURAL,DETAILS-7 79 E204 ROTARY PLAZA-EAST:SITE PLAN-RACEWAY 20 CP108 ALIGNMENT'A':PLAN&PROFILE,STA 33+60 TO END 50 AD508 ARCHITECTURAL,DETAILS.8 80 E300 ROTARY PLAZA-DETAILS 1 21 CP109 ALIGNMENT'P':PLAN&PROFILE,STA 0+00 TO END 51 AD509 ARCHITECTURAL.DETAILS-9 81 E301 ROTARY PLAZA-DETAILS 22 CP110 MAIN ST RAILROAD CROSSING-PIAN 52 AD510 ARCHITECTURAL,DETAILS-10 82 E302 ROTARY PLAZA-DETAILS Z PI 23 CP111 ALIGNMENT'N':PLAN&PROFILE,STA 0+00 TO END 83 E303 ONE LINE POWER DIAGRAM 24 CP112 ALIGNMENT'K':PLAN&PROFILE,STA 0+00 TO END LANDSCAPE•IRRIGATION 84 E304 ELECTRICAL DETAILS t 25 CP113 ALIGNMENT'G':PLAN&PROFILE,STA 0+00 TO END 53 11100 LANDSCAPE IRRIGATION,NOTES&LEGEND P 26 CP114 SW GRANT AVE AND ACCESS DRIVEWAY RAMP DETAILS 54 LI101 LANDSCAPE IRRIGATION,STA 8+50 TO 18+60 TRAFFIC CONTROL-TPAR 27 CP115 RAILROAD CROSSING AT TIEDEMAN 55 LI102 LANDSCAPE IRRIGATION,STA 18+50 TO 28+50 85 TC100 TRAFFIC CONTROL PLAN 28 CPI16 ROTARY PLAZA STORMWATER PLAN&PROFILE 56 LI103 LANDSCAPE IRRIGATION,STA 28+50 TO END 86 TP100 TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE(TPAR)PLAN E- I 29 CPI 17 RESTROOM,WATER&SANITARY SEWER SERVICE 57 LI104 ROTARY PLAZA-WEST-LANDSCAPE IRRIGATION 87 TP101 TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE(TPAR) PHASE 30 CPI18 ALIGNMENT GEOMETRY DATA 58 LI105 ROTARY PLAZA-EAST-LANDSCAPE IRRIGATION 17 88 TP102 TEMPORARY PEDESTRIAN ACCESSIBLE ROUTE(TPAR) y 59 LI106 KATHERINE ST-LANDSCAPE IRRIGATION PHASE II $ 60 LI107 GRANT AVE WEST-LANDSCAPE IRRIGATION A I 1 A ff NFO PROJECT NO: 2017-182 Underground Service Alen o,S PN f9� ENGINEERING DIVISION SHEET TITLE SHEET No. _.—_.. _ _.. . CAO DWG ELLE: TSMT_100-G1101 e� 4� `gyp alta PUBLIC WORKSDEPARTMENT TIGARD STREET HERITAGE TRAIL 1, a 5 p CITY OF TIGARD,OREGON I O DESIGNED BY. SRB I . 13125 S.W.HALL BLVD. _r 0 Alta Planning+Design,Inc. TlGARD,OREGON 97213 DRAWN BY sae SORE •NM1 711 SE GRAND AVE 27,�°° J PORTLAND,OR 97214 VOICE:503.639.4171 __. REVIEWED BV: Dr DN.TOL FREE '�y4^' ��a �-. FAX: 503.614.0751 INDEX OF SHEETS DATE 3.20.2019 19ro32-2wlanq R. BPLANNING+DESIGN AT EAs'MO OREY AnucwrsBO' www.altaplanning.com TI GA R D WWW.TIGARD-OR.GOV PROJ.NO- 92034 SHEET 2 of 88 MARK DATE DESCRIPTION SCALE AS SHOWN WORE YOU OIG RENEWS 12/31/19 ABBREVIATIONS LEGEND GENERAL NOTES i 2 A.B.C. AGGREGATE BASE COURSE LT LEFT 1 THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND EXISTING PROPOSED HIGHWAYS,U.S.DEPT.OF TRANSPORTATION.FHAWA,19W ED, AC ASPHALT CONCRETE MAX MAXIMUM 2 TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR N ACCORDANCE WITH THE GINS STANDARD SPECIFICATION AND,ALSO.IN I ASPH ASPHALT CONCRETE PAVEMENT MIN MINIMUM ,,, ACCORDANCE WITH A CITY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN.A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE $'":;,,e'F.;;;.: AVAILABLE AT THE WORK AREA. B.B.C. BITUMINOUS BASE COURSE MH MANHOLE V TRAIL PAVING i, N 4 3 PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY M BC BEGIN CURVE MW MONITORING WELL ENGINEER THE CONTRACTORIS RESPONSIBLE FORPROWSION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE SBCR BEGIN CURB RETURN NIC NOT IN CONTRACT k. - - _'".-"- CITY BOUNDARY La` R"+ GRAVEL SHOULDER EMERGENCY SERVICES(TIGARD POLICE DEPT.,TUALATIN FIRE 8 RESCUE)AND TO TR-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. BLDG BUILDING OC ON CENTER '! 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN RIGHT-OF-WAY ORANGE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS(M N.)BEFORE INR ATION OF CONSTRUCTION WORK BP BEGINNING PROJECT(ALIGNMENT) PCC PORTLAND CEMENT CONCRETE CONCRETE 5 ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES,INCLUDING NORMAL.DELIVERY SERVICE AND MAUL SERVICE AND IF 1 BTM BOTTOM PCCP PORTLAND CEMENT PROPERTY LINE NOT,SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED.TRAFFIC CONTROL DEVICES,FIAGPERSONS,ETC., CB CATCH BASIN CONCRETE PAVEMENT - CENTERLINE SHALL BE IN PACE PRIOR TO NITATKN OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. PP POWER POLE STREET CENTERLINE 6 NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS,NOR BETWEEN 903 P.M.TO T.00 A.M.MONDAY THROUGH FRIDAY NOR CMG CURB AND GUTTER �__ 1-FT CONTOUR BETWEEN 900 P.M.TO BOO A.M.SATURDAY,NOR BETWEEN 900 P.M TO900AM SUNDAY. CIP CAST-IN-PLACE PT POINT PERMANENT EASEMENT I. MI/IMUA TRAVEL LANE WIDTH SHALL BE TWELVE(12)FEET:PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. C2,CL CENTER LINE R RIGHT,RADIUS ----•--/60- 5-FT CONTOUR 9. THE CRY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL CO CLEANOUT RT RIGHT 1-FT CONTOUR TRAFFIC AND TO ASSURE PUBLIC SAFETY, CONC CONCRETE S SLOPE Q KEY NOTE 9 BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL CONTACT THE CITY'S PROJECT MANAGER 050E7102466 TO SD STORM DRAIN 5-FT CONTOUR ESTABLISH A PLACE.TIME,AND DATE FORA PRE-CONSTRUCTION MEETING, CONDTS CONDUITS I0 THE CONTRACTOR OR LBS CONTRACTOR SHALL NOTIFY THE CMS PROJECT MANAGER a 5037102466 TWENTY-FOUR(24)HOURS PRIOR TO CONT CONTINUOUS SF SQUARE FOOT l8 RIM00.00 SANITARY MANHOLE J4 INTERSECTION/JUNCTION COM,ENCING WORK,TWENTY-FOUR(241 HOURS PRIOR TO ANY STAGED INSPECTION(SEE ATTACHED USING)AND AFTERCOMPLETING WORK SHT SHEET �vEREDBYTHE T. CR-GUT CROSS GUTTER 0 SDMH STORM DRAIN MANHOLE STA STATION RIM 00.00 11. A COPY OF THE PERMIT AND ALL ATTACHMENTS.AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL.BE DETAIL INDENTTFICARON NUMBER AVAILABLE AT THE WORK AREA.ALL WORK SHALL CONFORM TO THE PERMIT TERMS,CONDITIONS ANO PROVISIONS AM)TO THE CRY D DELTA 101 SO CB CATCH BASIN SM/ SIDEWALK RIM 00.00 APPROVED PERMIT FLANS,AND APPROVED PLAN AMENDMENTS AND TO THE CITYS STANDARDS AND SPECIFICATIONS TO THESE DEMO DEMOLITION Ilk GENERAL COMMONS CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY,IN ADVANCE OF WORK PERFORMANCE TBD TO BE DETERMINED SD INLET DETAIL/PARTIAL PLAN CALLOUT DET DETAIL •FL ELEV DITCH INLET VIP 12 MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THERESPONSIELRY OF THE CONTRACTOR THE WORK AREA AND APPROACH DIA DIAMETER TBV TO BE VERIFIED RIM 00.00 SHEET WHSREDETAR IS DRAWN ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION.FREE FROM OBSTRUCTIONS AND HAZARDS,A COPY OF TIE CONTRACTORS ONV DRIVEWAY TELVLT TELEPHONE VAULT w WATER VALVE (DASH INDICATES ON SAME SHEET) CERTIFICATE OF NSUMNCE SHALLBE AVAILABLE AT THE WORK AREA. TYP TYPICAL C( FIRE HYDRANT 13 EFFECTIVE EROSION CONTROL IS REQUIRED.EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.EO. DWG DRAWING N JRELEMS.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION UVLT UTILITY VAULT m IRRIGATION CONTROL (E) EXISTING oto ELECTRIC METER NORTH ARROW 11. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX SHRUBS,FLOWERS,BARKDUST, EAC EDGE OF ASPHALT WB WESTBOUND ((� EXISTING SIGNS,PAVEMENT MARKINGS,MAILBOXES,ETC.SHALL BE REESTABLISHED,REINSTALLED OR REPLACED,WITH UIE KIND AND w/ WITH 0A JUNCTION BOX/HAND HOLE MATERIAL EB EASTBOUND *UC UTILITY POLE(WITH UNDERGROUND DROP) 15. EFFECTIVE DRAINAGE CONTROL EOUIRED.DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE ANDSHALL BE SO ROUTED THAT 0 or DIA DIAMETER ADJACENT PRIVATE PROPERTY,PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED.. R EC END CURVE THE CRY MAY AT ANY TIME 4{} UTILITY POLE WITH STREET LIGHT ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. ECR END CURB RETURN E— GUY ANCHOR 16. EXCAVATORS)MUST COMPLY WITH ORS.757.511 THROUGH 757.571;EXCAVATOR(S)SHALL NOTIFY ALL UTILITY COMPANIES FOR LINEg EG EXISTING GRADE {} ORNAMENTAL ILLUMINARY LOCATIONS 72 HOURS(AN.)PRIOR TO START OF WORK DAMAGE TO UTRIES SHALL BE CORRECTED AT THE CONTRACTORS'EXPENSE. i EL ELECTRIC CI GAS VALVE 17 CONTRACTOR MUST VERIFY ALL EXISTING UT MMES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING F NECESSARY).SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY,R ELEV ELEVATION D GAS METER SHALL BE DONE AT THE CONTRACTORS EXPENSE.CHANGES MUST BE APPROVED BY TIE CITY IN ADVANCE OF WORK PERFORMANCE EOC EDGE OF CONCRETE ABBREVIATIONS ® UTILITY VAULT CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED WITTY AGENCIES. HORIZONTAL CURVES I8 A TEMPORARY HARD-SURFACE PATCH(COLD MIX AC OR HOT MIXBE P BASE PAVING)SHALL ACED ON TRENCHES WITHIN ROADWAYS AT TIE EP,EOP END OF PROJECT(ALIGNMENT) ® RAIL ROAD CROSSING ARM END OF EACH DAYS WORK NO TRENCH,ON SITE OR oFF-SITE.SNAIL,BE LEFT AT ANY THE INAN UNSAFE CONDITION.THE CONTRACTOR IS i EDGE OF PAVEMENT PC POINT OF CURVATURE .n. SIGN POST RESPONSIBLE FOR AND ISLAB.E FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF TIE WORK SI •, EPB ELECTRIC PULL BOX PI POINT OF INTERSECTION • BOLLARD I9. WORK PROVIDED FOR UNDERPEW THE PESHALL INCLUDE REPAIROF EXISTING FACILITIES(ROADS,DITCHES,ETC.)AS MAY BE NECESSARY,PI es BICYCLE PARKING/REPAIR STATION TIE CITY INSPECTORS OPINION,TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK SS EQ. EQUAL PCC POINT OF COMPOUND CURVE AUTHORIZED BY THE PERMT.CORRECTIVE WORK SHALL BE DONE AT THE CONTRACTORS EXPENSE. ETW EDGE OF TRAVEL WAY PCR POINT OF REVERSE CURVE I MAILBOX 2o. ONE AS-BUILT DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING ANY REVISION MADE TOME PREVIOUSLY APPROVED g EVLT ELECTRIC VAULT PT POINT OF TANGENCY i CMH COMMUNICATION RISER EW EACH WAY O RIM 00.00 COMMUNICATION MANHOLE 21. THE CITYS INSPECTORS MAY,AT NIXR DISCRETION,REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE CONTRACTOR, FG FINISH GRADE ABBREVIATIONS VERTICAL CURVES SIZE CONIFER TREE TCONTRACTESTS/REPORTS �pENGINEER�Row TDA CONTRACTOR TO �NTRAC AUDATE IMS OF EXPENSE. MATERIAL TEPoAL°R CONSiRUC"°"AD�WCYIC°MPI""CE.SUCH FH FIRE HYDRANT SIZE DECIDUOUS TREE 22 THE CONTRACTOR SHALL.PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AM)WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP .k. BVCE BEGINNING VERTICAL CURVE ELEVATION COM SHRUB/EDGE OF VEGITATION DISTURBED BY CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. FL FLOW LINE BVCS BEGINNING VERTICAL CURVE STATION ---9sSANITARY 23. DIETING MONUMENTS,PROPERTY CORNERS.AND SURVEY MARKERS SHALL BE PROTECTED.REPLACEMENT SHALL BE AT TIE FND FOUND EVCE END VERTICAL CURVE ELEVATION ---so STORM DRAIN CONTRACTORS EHPENSE FS FINISH SURFACE EVCS END VERTICAL CURVE STATION ---w WATER 24. THE ENGINEERSHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITW.AND FINAL UFT OF ASPHALT HAS BEEN RACED. 81 GB GRADE BREAK 25. THE CONTRACTOR APROVIDE TO THE CITY INSPECTOR, HOUR NY WRITING,THE NAMES AND 24 EMERGENCY TELEPHONE MASER OF �3 K RATE OF CURVATURE P--- POWER TWO(2)PERSONS& LL WHO HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND.IN GENERAL,ITU BE RESPONSIBLE IN S GV GAS VALVELVC LENGTH OF VERTICAL CURVE C_.._.._.._. GAS CASE OF ANY EMERGENCY.THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR.IN WRITING,OF WALL ASSIGNMENT CHANGES. gGRIND GROUND PVI POINT OF VERTICAL INTERSECTION OHL OVERHEAD LINE Z. THE CONTRACTOR SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO DIE CITY INSPECTOR IN WRITING,DE NAME AND 24 HOUR EMERGENCY HH-MM-SS HOUR,MINUTES,SECONDS(ANGLE) ----TRF TELEPHONE NUMBER OF A DESIGNATED'COMPETENT P3RSOW RESPONSIBLE FORCONSTRUCTION SAFETY AS PEROR-OSHA,CHAP.437,LXV. 471 v— TRAFFIC 3 CONSTRUCTION,SUS-DIVISION P P.EXCAVATIONS.THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGN ENT HMAC HOT MIX ASPHALT CONCRETE ABBREVIATIONS —Dae— COMMUNICATION LOCATES HP HIGH POINT PROJECT SPECIFIC GUARD RAIL 27. RIS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR PROPER RIGHT-OF-ENTRY MOOR CASE)AENTS PRIOR TO STARTING WORK.PROOF OF RIGHT-IX-ENTRY OR PROPERLY EXECUTED EASEMENTS,SHALL BE PROVIDED TO THE CRY,THE CITY SHALL IN NO WAY BE IE INVERT ELEVATION CWS CLEAN WATER SERVICES x x x CHAIN LINK FENCE CONSTRUED TO BE LIABLE FOR THE CONTRACTORS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. I LEFT,LENGTH ODOT OREGON DEPARTMENT OF TRANSPORTATION 1 I 1 1 RAILROAD TRACKS 28. BEFORE PLACEMENT OF THE FINAL UFT OF ASPHALT.THE CONTRACTOR SHALL CLEAN AND HAVE THE CITY COMPLETE A PILE-ACCEPTANCE VIDEO NSPECTIHH OF ALL NEW SEWER ONES THE CONTRACTOR SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO LF LINEAL FOOT/FEET PNWR PORTLAND AND WESTERN RAILROAD - - - - EDGE OF GRAVEL INSPECTION.ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL UFT. I' LP LOW POINT WES WESTSIDE EXPRESS SERVICE EDGE OF ASPHALT/CONCRETE g SHEET TITLE SHEET NO. INFO Umlem alShc4oeNM PROAL ENGINEERING DIVISION PROJECT �,7.1 �� F .I Ita TIGARD STREET HERITAGE TRAIL CAD DWG FILE TSHT loocno28 8 91 PUBUC WORKS DEPARTMENT t� CITY TIGARD,OREGON LEGEND (;' V DESIGNED BY: SRB -r. ,. R Alta',laming+Design,Inc. 111 13725S.W.HALLBLVD. 0DRAWN BY: SRB ORE r• a TIGARD,OREGON 97223 pj .r. ,y m� 7 t4 7TTSEGRANDAVE DY h2T.+O�o PORTLAND,OR 97214 �"'*� VOICE:503-639-4171 ABBREVIATIONS REVIEWED BY: 3.A.2019 1 111 cl,R. BPB-4 IOL NNING+0E 1 503-624-0752 TIGARD FAX WWWnGARD•OR.GOV PROD.NO: 92034 AND NOTES SHEET 3 OF 58 AT LEAST .com DAYS www.altaplannIng.com MARK DATE DESCRIPTION SCALE AS SHOWN B60REVOU019 RENEWS:1201119 f N-,...„..,..., i k - SW GREENBURG RD LEGEND BeGitl r'' i Z z ID ALIGNMENT z 0 : I i1:10 CP SHEET REFERENCE 3 100 CP -•"-- TYPE 100 ---- DWG Al° 2 . (E) EXISTING I (17-I I 1 of TIEDEMAN AVE AS g I ACCESS POINT 200 BUILDING _ t % r) It 0_ z. - ) z CP 0 101 0 _ 123 4;41 24430 <<"40, tn. ,42) ct —k. 9,,',. eo° *ti ,,,,w AN.: SW TIGARD ST CP WES/PA(1141:°8 tec.341 ADGNMcPet9N7:--'P'-o0- •' e cP cc 6.0; 102 t t t t t t Ili ,......"'"\ 111 2 CP LI TIGARD ST-NORTH 103 4 CONNECTOR 1 ALIGNMENT'N' N. 411 -----------eTwn1:1D:T .... - © I # -... . , . I . f.............t.‘ 105 .44 _.__._................................:......... ,------0--.0_1 „ I.....0.______ r -------- ,.•.........,.,,,..,1..„H., ,,i................„. . ; 1 1111111111111111111111 .k. 14511114e SI SW S'AT 1 CP AS 41' 112 201 III141 CP As 3 KATHERINE ST 144- ;... ACCESS POINT 4 '' 113 202 tilrairossaii ( ALIGNMENT'K' I:t GRANT AVE ACCESS DRIVEWAY As vi ROTARY PLAZA 1 'Id• ACCESS POINT ALIGNMENT'S' 0 TIGARD AREA 1,.. CP co ALIGNMENT'G' CHAMBER OF COMMERCE A' 110 120 0 60 120 ..F 240V1SITORS CEN-11ER, i PLAN ASCALE 1'A 120SCALE PLAN SCALE FEET cc o ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL Undefground SANWA!ANI1 403 PROA.k.s_ SHEET TITLE SHEET NO.INFO PROJECT NO. 2017.182 ,1.7= PUBLIC WORKS DEPARTMENT CITY OF TIGARD,OREGON CAD DWG FILE: TSHTJ0341300 1.).:1 GI300 oth DESIGNED BY: SEE WO Inc, 11 „I 13125 S.W.HALL BLVD. rillig. Aga Planning.i.Design' "*" TIGARD,OREGON 97223 ?:. DRAWN BY SRB "...ORE 11114 '''' PROJECT MAP - REVIEWED BY: DY DATE 3 20 2019 '711110.74TFRr IrO:4"F 27.,i4 41116111 PO%1 SETLAGNRAND,ODRAg/4 293u010th fi AT'MT 4 . s Nie PLANNING+DESIGN www.altaplanning.com ellift.,„...„. • VOICE'903-639-4171 FAX: .503-824-0752 TIGARD WWW.TIGARD-OR GOV PRIX.No: 92034 SHEET 4 OF 88 g g MARK DAM DESCRIPTION SCALE AS SHOWN BEFORE'MUM RENEWS:1241119 : .. GENERAL SHEET NOTES / �y e''''/ /*r: I / • 1, Flab VERIFY EXISTING FEATURES AND / �' / UTILITIES AS REQUIRED. / 2. PROTECT ALL EXISTING FEATURES . , // �-I, / P WHETHER SHOWN OR NOT. C / // 1��, 3. PROTECTAREAS DESIGNATED AS „\1 // ��V /\�fi �— — S ` . '57,,\..." / \,, .`� < LEGEND ._64 4, // / / 4,o / - -` DEMOLITION / i/i X1111 f I-fi) R.4! •:i es- a.. / a7SQ RS}.,y-rr6.9a[4 ® • „I' _ + �- — _ 9.1' lad" 1 r J M ?�B J2` am $n a —_� % _ • //f�� /` 4 ==�nE,Nrc' O SHEET KEYNOTES 1 .; , RiM rpt s' ` �� - .gq t R PITT,lc .,.M '5... © o'� � Nve: e7. f ar o / ez c S/GN © a+L i DEMO(E)ASPHALT PAVING uUaorSTOPON7RAC S' O © 2. SAWCUT(E)ASPHALTPAVING. -- 3. PROTECT(E)MH. `� � '/ '� - - --`— 1 4. REMOVE(E)STEEL POST BOLLARD. _ rn w+ ��ii.� . ! a ,. ' ! \ ° -^ r 5. REMOVE SIGN 8 POST,RETURN TO CITY. i, — oN` —— `—,_ — 6. REMOVE(E)CIRCULAR GUARDRAIL. - OHL OHL OHL / OHL -- OHL ONL / •Hr— ' —— \ PLAN 70 0 10 2D 40 y SCALE:1•.20' PLAN SCALEFEET i . e I E 9 /3 <\ 0I- l 11�� _ — m KEY MAP r m it Z — 1 , • _ --.'"--- 1' __ _ CI Z a3✓ __ _—---- " �O .a t " e ...„1- Y./'‘ .... -,,C:A RLQ PARKING w \-- is Nom. � , PLA '20 0 10 m 40 1 z .....r•20 SCALE PLAN SCALE FEET - - SHEET TITLE SHEET N0. "° "'"�aiidSante Med P"°" TIGARD STREET HERITAGE TRAIL 26,R,Ct a Ita ENGINEERING DIVISION 0`9 PUBLIC WORKS DEPARTMENT EXISTING CONDITIONS DM100 CAD DWG FILE: TSHF_20201100 Qy p CITY OF TIGARD,OREGON 13}25SW.HA11 BLVD. DESIGNED BY: �� ! AkaPlarelFg+Des/9n.I i AGARD,OREGON97D. DRAWN BY: SO � » 223 w��w 711 TLAND,SE DAA �.. .,. & DEMOLITION REVIEWED BY: DY '�"'�'' �� ` PORTLAND.OR 97214 VOICE:503-039atlt 0M11°•FREE y4 R. 9P0- PLANNING FAX 503424O752 PLAN - 1 _ DALE 7.19.2019 1a0trEtt7.tw(aNH} TIGARD, g' witK DATE DESCRIPTION SCALE AS SHOWN A7 OAST nOU016 ws RENEWS:12l31/19 wlvw'altaplamirtQ'c:aD ; ►NYYIM.T>G POR.GOV PROD.NO: 92034 SHEET 5 of S8 1 i \ \1 GENERAL SHEET NOTES 1. FIELD VERIFY EXISTING FEATURES AND T / ‘ UTILITIES AS REQUIRED. I ,,p 2. PROTECT ALL EXISTING FEATURES / WHETHER SHOWN OR NOT. a 3. PROTECT ALL AREAS DESIGNATED AS ........ SLAL-t WETLANDS. 0 _ ....__.--- -- 0. , 2 0 - ............... -..........._ Ca I 0 Fo---- 7- LEGEND--___- ,,' - ------ __ ------ ---------- 5' Fo DEMOUTION - -/ - _-- . __- ---_------------- 01-0, ril - - - _.---------- G /- --- -- _,....------ .0.------------ ... c.- - X —------.._ 0-• G________.---G __,.., , %._______00i- _____----_ ------— 1 1 -- ,._ ----------0Hr— -- ----7 ---_-------------Fo__. ----- 0 ____—— 0 SHEET KEYNOTES IC - ----- ------- OHI______oryi OHL 1 **.COvm mAPaR - ---- •- ...._ ___ ___ _ ___ .-------- - --- _ 1. DEb10(E)ASPHALT PAVING. --------- _ _ _ ___ _ __„ /----:-.---: 2. 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PLAN .,.. ‘'' 4 , ‘______.._ _ _ __ I 20 0 10 20 40 .., ,a) , -,- SCALE r.20SCALE PLAN SCALE FEET $ SHEET TITLE SIEET ND. g INFO PROJECT NO: Z117-182 Undevound Swim Met ...fa PR ed> ENGINEEFUNG DIVISION TIGARD STREET HERITAGE TRAIL s' — '.. alta PUBLIC WORKS DEPARTMENT CITY OF TIGARD,OREGON CAD DWG FILE 7SHT 2024NA101 14 ir, IN 13125 S.W HAU.BLVD. EXISTING CONDITIONS DM101 F1 DESIGNED BY SRO S r DRAWN SY SAS ..zismnarem. -11.°RE 11111; 1 rill4111, 71411211 SEPlanniGRANng*DD8s19TIAVE .— : I ' ' 77C4Ri?'CAREGM 97223 VOICE 503-639-4171 & DEMOLITION I REVIEWED SY: DY , DATE 3.192019 OW.TOLL FREE 14.1•13723NNIIR ATLEAMIRONONIONGDAYS 4.4 ,4,. I t, sto• PLANNING +DEsiGN PORTLAND,OR 97214 010 -- FAx 503,6244052 vnvw.altaplannIng.com TIGARD V.V.W.77GA R au R Gov PROJ.NO: 92034 PLAN - 2 SHEET 6 OF 88 g i 140/0( DAN DESCREMON SCALE. AS SHOWN WORE:KUNO RENEWS:12/31/117 GENERAL SHEET NOTES 1 ' I I, FIELD VERIFY EXISTING FEATURES AND I UTILITIES AS ED. i 1 M 2. PROTECT ALL EXISTING FEATURES WHETHER SHOWN OR NOT. 3. PROTECT ALL AREAS DESIGNATED AS 1 WETLANDS. 5 _ �' p �.' C� __a_sr_ .. CCyt r ---'f'T�a �M. — `aa a i a — m LEGEND _� CM ----a _, '_ . ` �F0 84M c - �.7�.."It.—'._"—_^-+__te,._rG...."�`_ —. "—____;O,"Ht �.��_.._C_H(l/`_"_'�- L_/��! �aHL��-----�—. -_---_L✓.!!/1l%�L lJ__!�_Co L_cl_._y..fi�p-.- //../.-_/._J_-_UAL-/—.__.._.__ OM __ 1 - .-- O—M M F _ O /�/1 DEMOLITON � //�� z OH __ i . -! /�//)/ !! aHL� m ` ! - ' -_ H. _�/`�,- / . .......,._ L __ aHL--------0-',-. —_ HL --- __ pHt -_--__ - 0HL -T— � SHEET KEYNOTES E S / _____._ a. " ___—__ _ SW TIGARD 00 o J- _ — \r-rn.4 1. DEMO(E)ASPHALT PAVING. ST ' ,---_,_.--H..=--- r 2. SAWCUT(E)ASPHALT PAVING. .__ _ __—___._._- \ - ________ / -- --,_._ .... 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MDPROaf ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL PROJECT FILE TS141 HT 22 Underwood%vice AIM l� �• Ica CAD DWG rst1T 202-0M102 ( wv�°j °y PUBLIC WORKS DEPARTMENT CITY OF TIGARD,OREGON DESIGNED BY: SRB 13125 S.W.HALL BLVD. EXISTING CONDITIONS M'�O'1' DRAWN EV; sRe _r Alta Plar,n9lg+Design,IncITIGARD,OREGON 97223 REVIEWED BY: DY �� k �°NRZ., JF° 7//PORTLAND, ND AVE ' ''. VOICE:503-639-4171 `OIRI.MI FREE 4 �F PORTLAND,OR9T2T4 /�' - FAX. 5D36240751 & DEMOLITION DATE: 3.19.2019 1ASTTWO (or ri) R. BPR PLANM�NG+DESIGN AT LEAST TWOMAMAKING DAYS www.attaptanning.corn TIGARD WWW.AGARD-OR.GOV PROJ.NO: 92034 PLAN - 3 SHEET 7 OF 88 MARK DATE DESCRIPTION SCALE AS SHOWN BEFORE YOU MO RENEWS:12131!19 P I I I GENERAL SHEET NOTES 1 1. FIELD VERIFY EXISTING FEATURES AND 1 i UTILITIES AS REQUIRED. i I ; I 2. PROTECT ALL EXISTING FEATURES 1 1, i i -,-- I WHETHER SHOWN OR NOT. 1 3. PROTECT ALL AREAS DESIGNATED AS i WETLANDS. 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L-..,,,,,) ;• . • - - • • I-- , CL - OH _ — — — —— _ ......, ..s.- C % / — , SWTIGARD-S-1 - - , __ ,_ , „_.__ , ----- J 0 G C7 f G_ _ _G LN\ A I 1 I 1 s PLAN 10 20 40 -- ..1 N SCALE I'=20 SCALE PLAN SCALE FEET g i.4 WFO PROJECT No: 201/482 00 P R 0A.4.6,. ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEET TM.E SHEET N CAD DWG FEE o2.0M10 O. 0 faiiik a t a PUBLIC WORKS DEPARTMENT ITY COF TIGARD,OREGON TSHT23 , . .. Lis DESIGNED SY. SKI F.41% I III 13125 S.W.HALL BLVD. EXISTING CONDITIONS DM103 0 ..,., 111' . Alta Planning+Design,Inc. 1 ec DRAWNEY SKI ORE.,* W TIGARD,OREGON 97223 711 SE GRAND AVE . % ,zr,P •P & DEMOLITION REVIEWEDEY: DY OIAL TP.I.,FREE PORTLAND,OR 97214 111111 .--- VOICE:503-639-4171 FAX 503-824-0752 GATE: 1191019 ,-ackncrsn 0 811) 4:4 R. cosi'*.i•- PIASMINNG+DESIGN - AT LEAST TWO WORKING DAYS www.alt aplanning.com TIGARD WWW.TTGARD•ORGOV PRO.I.NO: 92034 PLAN - 4 I i MARK DATE DESCRIPTION SCALE AS SHOWN WORE'0)OM RENEWS 12/31119 SHEET 8 OF 88 1 GENERAL SHEET NOTES I 1. FIELD VERIFY EXISTING FEATURES AND i ( UTILITIES AS REQUIRED. 2. PROTECT ALL EXISTING FEATURES WHETHER SHOWN OR NOT. 3. PROTECT ALL AREAS DESIGNATED AS WETLANDS. S A . EGE --I \• �! - - COM =-pM L ND Y_ p Q ....COM.. ----7._COW cn COM COM C�„ COM COM �- --C '' G Z 0 W [J/f DEMOLITION CO M A -// �` 1//171,/./71/77 f%1 l l�l,� l/A j M r z F I s-. S ,.1 r,., -- a OFIL r— OHL �^ 0 SHEET KEYNOTES SW TIGARD ST = --------------- 5`_ C 1. DEMO(E)ASPHALT PAVING. -- 1--uv IG sn sv - 1/ .#j' i(5) PLAN 2D D 1_20 ,o SCALE:r=20 SCALE PLAN SCALE FEET i 1 1 Z F 1 KEY MAP r ` _ ti g J. INFO PRO Sc ABA a PRD`es .� ita TIGARD STREET HERITAGE TRAIL SHEET TIRE ANO. la PROJECT NO: 2011-182 1� s, ENGINEERING DIVISION :1 CAO DWG . TSHTJO2-0M104 t y`'w,GINFmna $°t PUBLIC WORKS DEPARTMENT CITY OF TIGARD,OREGON R DESIGNED BY' SRB ;• 13125 S.W.NALLBLVD. EXISTING CONDITIONS a DRAWN BY: SRO �'oRE Uta Manning+Design,Inc. IN TIGARD,OREGON 97223 D M 104 y+r.. w ti t 711 SE GRAND AVE � � """'" ' �N aA ` PORTLAND,OR VOICE. 71 & DEMOLITION REVIEWED BY: DY C A. 5 J PLAN Wit=FREE ti� P�� FAX: 505°343943424-07152 DATE 3.19zo1s mo-m WORKNG) R. Ba nning com T I AER LJ WWW.ITGARD-OR.GOV PROJ.NO: 92034 SHEET 9 of 88 MARK DATE DESCRIPTION SCALE: AS SHOWN Ar BEFORE YOUING t rbPowc airs RENEWS:12/3,119 4 GENERAL SHEET NOTES '}�F44. H,H.-1 i4 t, i' , I_ 1 _ i I. FIELD VERIFY EXISTING FEATURES AND r f ' ff; r I If�t +Its}�+HE4 }+f }4 f± f { + � + its fF- { ffii t !+itI � ti �fNFr } E{ j _ f{ tT UTILITIES AS REQUIRED. i o 4 2. PROTECT AU.EXISTING FEATURES " 4 4 WHETHER SHOWN OR NOT. 2I II 3. PROTECT AU.AREAS DESIGNATED AS 3 / I 3 WETLANDS. # R d/( LEGEND 3 o//! f / I 177-ADEMOLITION XFO � GO ' -_ --�cOM - __CnM-.._._-.--_CpM "s.. - _ _ _ __ .-F F 7- ...7m. ,..„0.,,_.--, 7 / _ _ . _ _ _ _ / /..../ -7 0SHEET KEYNOTES 1_ ill1. DEMO(E)ASPHALT PAVING. 0 _ 0 / _ ,..c,./ / 3. SAWCUT(E)ASPHALT PAVING. DEMO C CURB. T - / - -- - I l 4. SAWCUT){OCONCCURB. i. / / ... / p w / ,,, , co yo gt O � � w / sc �•- ,2r �.�. /1! / ==o� 41- ' ,.- 55:0A:524;r> 13 S_r / o' �1 �'i %/J%/T�%' %r. Z _�3---9HL / r -" nhl-_.-�_ OHl -' _`_. 1 \ / + u _ -� - _r . -' OHl- \/ 0 O i 0 0 N Q. i _.,____ 7 / \ , ,0 i ,,,,,,,_______________-----, --,=_-_-,._ -'L _..,_ L'� jam; �� n A e7U'PJ 7�/ / o It s0 — V 9" I 77-,..,;..., / , C` 17 c / —— -�-. -__---b C,0 ...._ -- _ - _ -- — .�,�. 6814 -1 e �a a�_ -- �— a o r ___ -_. __________7_7-72-:-_-7,7--_--H.-_-:---- -------------- -_-- - _ KEY MAP �' u Ate. c is 4$ If C -C o o, I T • o � — i —`�bM _ _== b .__ _ 4 MVV TIAf?� ST -__- -COM.__ 1 a x 1 ft I PLAN ISCALE 1•=10 �'��,, A S SHESHEET NO. �� pPROFF ' � q ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL F. ��`E PROJECT NO: 2012182 t �P, 01 5 .. C�DWG r5NT 20211x5 �c,`� °s PUBLIC WORKS DEPARTMENT CITY OF TIGARD,OREGON R DESIGNED BY. SRe 13125 S.W.HALL BLVD. •d.ORE� Alta Planning+Oeslgn,IbO IN Q T1GARo,oREGON9T223 EXISTING CONDITIONS DM105 b SRB ers. m 1 4 T1 f SE GRAND AVE REVIEWED W. DY " " .•..,.... ,Hz>.Z°° ,4 �,.�.,�, W1vW.VOICE 50 9417, & DEMOLITION MAL IOU,ME y? �t PORTLAND,OR 97214 FAX 503824-0752 DATE: 3.191019 14aa2.n2W 0,6111 R. BPR. # r(�'. �y �+ ' MARK GATE DESCRIPTION SCALE AS SHOWN 1T LEAST TWO wtA0tNG DAYS RENEWS:12l31l19 WWW.a1LaPldiltliflg.COn1 TI`^'ARD nGARD-QR.GQV PRQL NQ: 92034 PLAN - U SHEET 10 OF 88 --!'-i- — —_1 ---- __-_ ___,L. ' ' Fr t-t 1.1_f-I-�f_ GENERAL SHEET NOTES �// / 7 7 1 1. FIELD VERIFY EXISTING FEATURES AND f 11 UTILITIES AS REQUIRED. /WES r1i 1 2. PROTECT ALL EXISTING FEATURES I �� '� --- --- (/ f ---_- 3. AREAS DESIGNATED AS WHETHER SHOWN OR NOT PROTECT ALL - WETLANDS. .-.-..._ __._.- ___ -III-4 _A 1 � , 1r � �� f }fff 1. :::MITON a`.-COM --__ .-: °" I / ----- — — sr_ — coM _CO. — M—.._ ("4441(4/ -- .�_.... V trA,w CCM M_--._ �1_ i '( r'F-_ �...� $!yam) _. - 4 .- /' .__ __- 00 '_'COM"->E---.---7.. 14.--__- 0 0 l//__ - /ll • �/ \...,. � /7/ 1. DEMO(E)ASPHALT PAVING. 7_ _. _. _Q /,�i� ," � ///// / Nt. � 2. 9AWCUT(E)APHALT PAVING. f ✓ '! ,r l 3. DEMO(E)CONCRETE CURB. / / C ° 4. DEMO E CONC SIDEWALK. �� m' 1 5. REMOVE(E)BENCH AND PROVIDE TO CITY. I r 6. REMOVE(E)PORTION OF CHAIN LINK ,...rl/ ��'' _ . i---�—--oH1 — ;! 2 t / FENCE,FROM CORNER TO END,24 FT. L. —_ II :ifT 7. COORDINATE WLTH CIT!FOP OR RELOCATION — - w ____OHL•- pH, - -I U Of ART SCULPTURE. b pNL p"L----N / a �.., 4i vO — — 8. COORDINATEWLTHCITYFORRELOCATION , — 5 / QF 81KE REPAIR STATION. I Z +� I — — — J 9. COORDINATE WITH CITY FOR RELOCATION /, // '�77,?z//,/772 / ---_. tn — —— ..-.4 ...., - _ /t�� OF BIKE RACK. ��; o , ° 77TH Ti T'//T�/ / — ---— — — ' 1 _ 10. cooRDINATE wm+PGE(POLE N0.s3)ro I— O 0 `" / / , ° _ — _ RELOCATE GUY WIRE. � � '� / ! � _/ J 1_ — — ---. _� 11. DEMO(E)LANDSCAPE RAILROAD TIES. r:- __, _ _ ____ ° ° e a 1 -_.._--- _I s.a (�. P /4AMBFR or(O �r.��r., : ; 1 r VISITORS�E ftTFR I 0. .„y 4 0 A. /L-'�_ / /� „,,i'�ti� 4-Cfr, Yvti11 f 1 Y / (1--.___,....p7 t .1 L / 4 v:7:11// - -� _ l KEY MAP ,/'” I — c`1,- r l I7 4 -� ,"' / g - ro- --_- -_ - _ _ -.—.-.... .C—...... - „r. .. _.._17_::::= _. 1' .: rn17 _.=s 7. -7-. , _ ``.-.. 1 ' TIG ro n_ - 42) 1 _ l ro >L , y„-- PLAN SCALE:r=10' s f S PROJECT NO: 2011482 Underground �,,AD PROFfENGINEERING DIVISION gg INFO �� °1N04.,--(4,„ Ita PUBLIC WORKS DEPARTMENT TIGARD STREET HERITAGE TRAIL CAD DWG FILE: TSAMiQ6 ,': 4 w 5 , �� CITY OF TIGARD,OREGON R DESIGNED BY SRO ! 13125 S W.HALL BLVO. DRAWN BY: SRO ORE.. ESEARaPWnning+Design,lna _ .x. TTGARDOREGON97223 EXISTING CONDITIONS DM106 lrha w M1 4 Alt SE GRAND AVE REVIEWED BY: DY " - ,y 2T.Z� �� PORTLAND.OR 97214 �- ►..- VOICE:503-639-4171 & DEMOLITION auLraLn� 1t R BpRy� PIAimiNGt0 V FAX' 5036240752 DATE 3.19.2019 eooavasu 1.3111 TIGARD WWW TTGARDAR.GOV PROJ.NO: 92034 PLAN 7 MARX DATE DESCRIPTION SCALE: AS SHOWN ATtFABEFORE Y01.1 OKI 9 MfktlONG0AY5 RENEWS:12/31/19 .altaplanning.comSHEET 11 88 / / GENERAL SHEET NOTES / y\. �. // ��" �/ 1. SEE SHEET CD501 FOR TYP PATH SECTIONS. C8i1Zs /// 2. SEE SHEET CP119 FOR ALIGNMENT $ // ��Y- e- // CENTERLINE GEOMETRY DATA / 3. ALL STATIONING REFERS TO THE / CENTERLINE OF THE PATH. / / 4. FIELD VERIFY EXISTING FEATURES AND 5 // t �'� -� ""�� UTILITIES AS REQUIRED. 5. PROTECT ALL EXISTING FEATURES A / / . / / - -- WHETHER SHOWN OR NOT. ,a, 3 (.7., s� TIEDEMAN AVE ,,A / / �� _ 0 SHEET KEYNOTES a /' RR CROSSING ° ,� _----`Q90 9 'a 1. ;� SEE CPI15 `' / See ..,• �" 1. COm TiRU�P�EDPATH,SEE DETAIL / '� /O• �� 7/6' / N ,.__7_,,,,,,;,‘",,,.,4,:,.„ y �.G��- 2. CONSTRUCT 2 FT WIDE i;: t. / 3. P8"WIDE ERM0PLAS�; / ( /' {� / H -—��s - y �^---.L�.f y 7^/- / •' ! r , BOTH SIDES. L• 4 2 „ .. _ F' �� 3 _ a�� _ __ j� 4. REPLACE PAVEMENT:5'OF LEVEL 2, / , J j�4i1� - UT-DENSE ASPHALT CONCRETE PAVEMENT,ON 2'OF(3/4'-0')LEVELING O __ J -`"" COURSE ON 10'OF(1.112.0')AGGREGATE / 3 ry < 3 0 TVP BOTH SIDES BASEROCIC ��_ -- ,;P ' 5 ! 5. PROTECT(E)MH.RAISE RIM AS REQUIRED I� / - - _- — —____ __ A _ .... - - TO MATCH NEW PAVEMENT GRADE. . j / TIEDEMAN - -^"`--_ B. INSTALL 17-6'x 2 x 42'TALL PRECAST / - -�` CONCRETE BARRIER(PIN AND LOOP ��" ? / -�, - - ASSEMBLY)PER ODOT STD DWG RD500 3 _ / _ - - - -' RD518,SECURE W/VERTICAL ANCHOR - RODS. / / / / / // - ZQ,' T REMOVE(E)TYPE ELE3 NT ARD INSTALL GUARDRAIL WITH ALT NEW /� , 2B GUARDRAIL PER 0007 STD DWG RD445. PLAN Gi_��__—_ __ 8. PLACE 4"WHITE LANE STRIPE. SCALE:1"•20' SCALE PLAN SCALE FEET 1 i' iA N a 188 Q `S,,, 188 E g 186 a 186 i P 184 184 1 R TELEVA25 a GB STA•0+98.89 O 182 BS „'' m$ 8 s $ v 182 KEY MAP k F g1 Y0 8^ q Fq Fq Fy F F LU cn ° ° q N r 1 L 180 q e aai 4 6' 180 }, a W •7.50% FG U �. '",,,y §$ Q STRIPING ONLY 0.00% - 0.04% -0.72°k -0.82% 178 , 178 H 0.22% 1.39° _ rW 832°10 A 7.50% „' E , _ _ EG CO C/L 8 176 176 N ,Ay N d O,o E G. N I ° A 0+00 0+50 1+00 1+50 ' 2+00 2+50 g. I. iNFO PRS A 10p P9040 ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEET SHEET NO. CADJECTND: TSHT. ,� a ita o``' O PUBLIC WORKS DEPARTMENT CAD DWO FlLE: TSNT_30f•CPf00 w y CITY OF TIGARD,OREGON DESIGNED BY: SRa f' a `�! :• proir Ma Planing t Design.Irx. II 13125 S.W.HALL BLVD. III ALIGNMENT 'R'r DRAWN BY: SRI! oPEr• TIGARD,OREGON 97223 PLAN & PROFILE ry q 71 f SE GRAND AVE Cr " ' 4;.c. 14',zT,�°° o`` PORTLAND,OR 97214 ..,�.�r� VOCE 503839-4171 RENEWED BY DYDM 1131.1.FREE y� �� B"' FAX' 503�24-0T52 DATE 1.32019 , •�°t,) R 8AR PtAINIANNO+DESIGN T I G A R DW71AR.GOV PROJ. : g BARK DATE DESCRIPTION - BCA As SHOWN AT LEAST MOM RENEWS:12/31/19www,altaplanning.com WWGARDNO92034 BEGIN TO END SHEET 12 oF 88 "i - GENERAL SHEET NOTES 1 / , 9 „.,` --'"- 1. SEE SHEET CD501 FOR TYP PATH SECTIONS. 4 2 - 2. SEE SHEET CP119 FOR ALIGNMENT - -' / CENTERUNE GEOMETRY DATA. i ,� 3. ALL STATIONING REFERS TO THE • -4, ,,,,,,-- - /' �re; 1 ' CENTERLINE OF THE PATH. Y" ,�8 4. FIELD VERIFY EXISTING FEATURES AND r / �` + UTILITIES AS REQUIRED. i - _�, i p 5. PROTECT ALL EXISTING FEATURES TIEDEMANAV_E %� N�� """^-... - 16, 11 _� � �_ � °� zr RR CROSSING . --- -;. . e © JyP ''� -- - 0 J J J � - _ M-- U WHETHER SHOWN OR NOT. 3 SEE CP115ol. R'= — _ _ — _ _ _ _ = SHEET KEYNOTES _ 1 � O CP�QQ - 1 _ :=4. 1. CONSTRUCT PAVED PATH,SEE DETAIL lli ,. .. o w 11C05018 2/CD501. • ' -- --- -r u` -1 °j O+ —; I- :D---t�1_ +^-�t- t.5 - _ t _ + 2. CONSTRUCT 2 FT WIDE GRAVEL SHOULDER, �_ 4-__I- I_-T _210 t -1.C2 t + 2.350 1- -•------,- tri SEE DETAIL 31CD501. d —dam _ _ ��,` � CjLo �sly + 3. SOLAR LED BOLLARD PATH LIGHT,SEE 0 �-- A (RIC) si 0 _ _--- /'''' , �, __TIEDEMAN AVE k — — — — —.... ,�` ACCESS POINT `' ` `kz, . \<c \ f; Tv U SEE AS200 __- f j-� F- G ---._ _ . PARKIN _ ..� � - „� , . , . ..........` -, x PLAN 26 0 10 20 40 cam_:._ , __.______I SCALE 1 .20' SCALE PLAN SCALE FEET i 1 g PVI STA:2+60.00 186 PVI ELEV:177.34 186 K:16112 IVC:100.00 0 88 88. I 1 184 A o w N ' M 184 mm 1 P 182 $ 182 R fp O 180 III H 180 KEY MAP F cn iW i I ixFG©CIL i 178 U m 1- -0.1Q% 178 E ----- gid_ EG{c�C/L ______ __ / ' 176 176 ? S Y 174 174 ... to i• 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 5 INFOSHEET UndergroundSanteAlert �j'PROFFS a Ita ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL 1T� SHEET � PROJECT NO: 2017.182 ♦� Y (`'' +o1NFF'Oy PUBLIC WORKS DEPARTMENT CAD DWG Fes: TSHr poi cP101 1• k` " 52 y q i DESIGlIED 6r SR6 ! rillilgly Alta Planning r Design,Inc. $III f3125 S.W.HALL BLVD. CITY OF TIGARD,OREGON DRAWN 9Y: saa ..r4.n N ✓ORE I 4 711 SE GRAND AVE ' z '' • TIGARD,OREGON 97223 ALIGNMENT 'A' CP101 REVIEWED 8Y: DY �m�"~' -C X4`27.01'0 PORTLAND,OR 97214 .•. VOICE:503.539.4171 PLAN & PROFILE — Mann y1 R. 6Aµ'l� RAMPING DESIGN FAX.' 503-524-0751 DATE 3.t9-2019 1amn:-7W(orVII ATL MTTNOYARpHGMYs www.altaptanning.com A I'.J J .IS.ED WWW.TTGARD-ORGOV PROJ.NO: 92034 BEGIN TO STA 3+50 SHEET 13 OF 1#B awe( DATE DESCR8RKK1 SCALE: AS SHOWN F YOupo RENEWS 12/31119 ,. GENERAL SHEET NOTES i / 1, SEE SHEET 00R TYSECTIONS. 2. SEE SHEET CPI19501 FORFOALIGNMENTPATH CENTERLINEC GEOMETRY DATA.P ' ' 3, ALL STATIONING REFERS TO THE yp CENTERLINE OF THE PATH, O j-1 4. FIELD VERIFY EXISTING TURES AND a .•a 8 r Q UTILIT EAS RQSREDQ5. PROTECT ALL EXISTING EATURES`". -^- -— WHETN R SHOWN OR NO4. ti• m J w flQKL \ _.. QSHEETKEYNOTES Y © TMP _ - —— r!EELOER PATH,SEE DETAIL":0000.0.00 _..+-�"+ 4 1 DE GRAVEL SHOULDERco - • D PATH LIGHT JI .. '�► -- -.- _ �•Op + _s+00 6+50 r�°' " — �-- ll i 1.24 4/A0508.(NIC) SEE _ i —— 4. PROVIDE AND INSTALL STOP SIGN U — /�' Q, ` — —`� '"O 0 1Y BOTH SIDES j (Rt-1,18218)PER CITY STDS. F► - TYP BOTH SIDES r ' CL'N'-SEE CP111 — S - _ "..--,........20:E C o T . : „solo...... • TIG AR , a xt '5 / / 7----- PLAN ,� �°SCALE.r•20 PLAN SCALE 1-EI PVI STA:6+20.00 H 184 PVI ELEV:174.37 184 II II 1C:66.87 LVC:50.00 i" 8m $} 182 f W W 182 '$) a 8 P 180 ?A 180 RII h O178 y° g F 8 2 178 KEY MAP -0.85°6 FG @ CA. J-1 F 176 . A 3 L ___ 3 E N a _.._ .0.95% oA c7 176 _— _— + EG I§C/1 ' 174 ----_- ._____ _ __ 0.6596 174 172 r, 172 I W ,n •Ai .10 O O/• f ,,, O M N Ai 0 f2) e,>��,-+ A 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 8 NFO PRO.ECTNO: 2017.182 Undwwound Swim AM o`g1FT� Fs,�o ENGINEERING DIVISION g 4. CADDwG FILE' TSHT tP PROF s Eta PUBLIC WORKS DEPARTMENT TIGARD STREET HERITAGE TRAIL SHEET TITLE WRIT to, R DESIGNED BY: SRB 3 m �1 i al 13125 S.W.HALL BLVD. CITY TIGARD,OREGON r DRAWN BY: SRS a,ORE' ir. riga, Aha Flann'ng+ "''"�' TIGARD,OREGON 97223 ALIGNMENT 'A' CPI 02 a..r.wMNn N ry , 711 SE GRAND AVE 061111....... IC. ��p zoo 4 VOfCE 503439-4171 REVIEWED BY: DY m.xaCOL i E C. 27.. ,�`) PORTLAND,OR 97214 "'■►.... PLAN & PROFILE g "' DATE 5.,8.20,9 + 4>wlarnq 4 R, BPR a,aial�uo+o DESIGN W/ 503424-0752 ARD-OR. STA 3 50 TO 8 50 SHEET 14 OF 88 6 ATAFA$TTMpNOU010 Y9 WWw.altaPlanning.com TIGARD W1N14!TIGARD-OR.GOV PROJ.NO: 92034 .}• .{. MARK DATE DESCRIPTION SCALE: AS BEfORErouOp RENEWS 12/31/19 GENERAL SHEET NOTES / if 1. SEE SHEET GD501 FFOR TYP PATH SECTIONS. 2 CENTERLINE GEOMETRYLDATAENT J , 3. ALL STATIONING REFERS TO THE CENTERLINE OF THE PATH. 4. FIELD VERIFY EXISTING FEATURES AND 5 0 Af F �n .4r UTILITIES AS REQUIRED. CONNECT TO(E)FENCE C Q 4 5. PROTECT ALL EXISTING FEATURES m � - J c3 J _ - _ • WHETHER SHOWN OR NOT. J O ce ce � v-_,. 'Z' 4s4 — _ — J' /�ii _ - • N Q SHEET KEYNOTES W .. _ - _ - - . _ _ • • t� N 1. CONSTRUCT PAVED PATH,SEE DETAIL -y.�- • . -+""- r r 11CD5018 2/C0501. O -may t0 2. CONSTRUCT 2 FT WIDE GRAVEL SHOULDER, r _r _sasp O O O O • 12160 _-r--- f +-- c SEE DETAIL 3/GD501. �� * _'~" - -+ ?+0+p0 t2 _r___I__ -+- 4_ »v `- 3. SOLAR LED BOLLARD PATH LIGHT,SEE >>� -1 ® - - +-_t0'+sp r - _11.00 _i .CT, + t t+_I— -r- � J�, 11 41AD508.(NIC) Z I -- .. 1% 4. INSTALL 6 FT HIGH BLACK VINYL-COATED .J ! J CHAINLINK FENCE FROM STA 9+30 TO STA Z 25+25 ALONG TOP OF BANK AS SHOWN. IV — — _ 0 TYP BOTH SIDES - ' - - - - - _ 4 `L I _ SW TIGARD --_._ _ _. - - - - t -k>s- PLAN i _20 ,0 20 °° 1 SCALE:r•20 SCALE PLAN SCALE FEET j 180 180 It it Z 178 178 8 5 1 P 176 176 R t} 174 174 KEY MAP F _---- FG©C/L g 5 I 0.85% L 172 172 E EG�CA ------------- __._ ;/ `, R 170 _._____.___ 170 168 168 �, N W N 04 a 1l1 N LLro Fl Cco ^ " " at 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 6 INFO Underground Some NeA PROF TIGARD STREET HERITAGE TRAIL SHEET NO. PROJECT NO: 2ovta2 E a ita ENGINEERING DIVISION CAD DWG FILE: TONT 301CM03 a ,��k �`�Id toFA°sf PUBLIC WORKS DEPARTMENT CRY OF TIGARD,OREGON i DESIGNED BY: SRe1111 IMPANa Flanning•Design,Inc 13125 S.W.HALL BLVD. ALIGNMENT 'A' C P 103 DRAWN BY: ate w m 'OREGONti v 71 f SE GRAND AVE TIGARD.OREGON 97223 REYIEWEO BY DY cia..�.,.« >C 'M 2T. °° J4DEsioN PORTL4ND,OR 972f4 VOICE:503639.4f 7t PLAN & PROFILE OW.tO,y Fie:E SPT 1.� x FAX.' 503.824.0752 DATE: 3.192019 AST NM O((NM) GR. BpP + T A R ylryyyyy,nGARD-OR.GOV PROD.NO: 92034 QSTA $ 50 TO 13 50 ATst,wowaaurOwrs www.altaptanning.Com SHEET 15 OF 88 6 MARK DATE DESCRIPTION SCALE: AS SHOWN BEFORE YOU PO RENEWS:12/31/19 GENERAL SHEET NOTES / \ ,r.1_\LI 1. SEE SHEET C0501 FOR TYP PATH SECTIONS. KATHERINE ST ' V? 2. SEE SHEET CP119 FOR ALIGNMENT ACCESS POINT CENTERLINE GEOMETRY DATA 3. ALL STATIONING REFERS TO THE J-2 SEE AS201 CENTERLINE OF THE PATH. �F g r ..I _ - i- - i- - V a. ,2, 3. 4. FIELD VERIFY EXISTING FEATURES AND g O © TYP 5 app °q . a. , a. 7°? ' U UTILRIESASREQUIRED. 2 a ~ J a 5. FEATURES - J J O ' a h n - - WHETHER SHOWN OR NOT. r W $ ~ F.. PROTECT ALL EXISTING g`q 2 • _ _ ---___ _ ,� s S 24 O _ = _ * .....• abil • w Q SHEET KEYNOTES !(/ •- _ _ "' -' m- - 6 ��„ail�_�p � ` 1. CONSTRUCT PAVED PATH,SEE DETAIL CO �"^-+� • �t `+` f_ +--+ �t�---+- -f 1ICD5018 21Cd501. Oin ,yo y • • _ rsq �- p+D 2. CONSTRUCT 2 FT WIDE GRAVEL SHOULDER. t_.__}so •.�..�.. • 4 ''''''',:r,'., SEE DETAIL 31Cd501. a 11 - --1----t----154004. -- i cT _, 15 j50 _ + 1e�+ao _ __,,,___+ - f- I- w 3. SOLAR LED BOLLARD PATH LIGHT,SEE II > to i I Z 4/AD50.(NIC) ul -- —'-- _ 3®vaI ._ - - J A INSTALL 6 FT HIGH BLACK VINYL-COATED J' -- - ._-'- TYP BOTH SIDES © V CHAINLINK FENCE FROM STA 9+30 TO STA _ - 0 — 25+25 ALONG TOP OF BANK AS SHOWN. — — — .- - _ 2 TYP BOTH SIDES —- Q 5. PROVIDE AND INSTALL STOP SIGN Q -- - - -- CL'K'-SEE CP112 R1.1 © O - (R1.1 16X16)PER CITY STDS. 6. CITY OF TIGARD TO INSTALL ALL ADVANCE SW TIGARD ST __ -- WARNING AND Y SIGNAGE IN ----- y y _�_ - ADVANCE OF CROSSING. ' - _ _ ____ _ __-- - _ _ — — _ — — —— — — — — — — _ — �--, , 1' ` - KATHERINE ST �r / ______ _ 4..P CROSSING ' I ABY OTHERS] PLAN 20 D 10 20 _40 I SCALE:r=ZO' SCALE PLAN SCALE FEET q�q II 1 S 176 PVI STA:18+70.00 176 PVI ELEV:188.51 ' 401.8 K::100.0 LVC:100.00 Z 1 174g ai @ S R 174 ei �� 'm w I P 172 col 172 R J-2 0 170 0.65% EG(a�C/L 170 KEY MAP F o.s3% / FG@C/L L 168 0.78°h_ 168 gE -__.____ / _. e * . R c 166 U1 - ^ PT 18+48.64 166 a U 1 i 3 164 164 •W n O1 p N �' OM3 • t. O�3• m Nco h b N• a h wLL & ' 3m 3R om $ w F• F- U 32 mro of� � 6 - A 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 F 8 SHEET TITLE SKET NO. E INFO W ixgrandSamsAl°^ �g PR0%, �'�� q ENGINEERING DIVISION 0 PROJECT NO: 2Of7-t82 �5`� p1NF . TIGARD STREET HERITAGE TRAIL CAD OWOFE.E TSHT 30l-CP104 4� �P F,P°y PUBLIC WORKS DEPARTMENT CITY OF TIGARD,OREGON R DESIGNED 8Y sae :� 13125 S.W.HALL BLVD. e MINN BY S� ORE..* Pella 10 • Alta Planning+Design,Inc. III : TIGARD.OREGON 97213 ALIGNMENT 'A' (�P a4, r. N M1 4 711 seGRAHDAVE PLAN & PROFILE REVIEWED BY. DY 'c °N 27.20° o" PORTLAND,OR 97214 VOICE 503 6344171 D�fau E y, --+ FAX 503824-0751 STA 13 5Q TO 1$ 50 DATE: 3.19.1814 .r DAYS R eAR PLA IL9+DESIGN TIGARD, FAX: 503-82-0752 PROD.NO: 92034 + + SHEEP 16 aF 88 ' MARK DATE DESCRIPTION SCALE: AS SHOWN BEFORE VW DIG RENEWS:11/3Vfs www.altaplanning.can t� t, GENERAL SHEET NOTES 1. SEE SHEET C0501 FOR TYP PATH SECTIONS. 1 2- SEE SHEET CP119 FOR ALIGNMENT CENTERLINE GEOMETRY DATA. 1 3. ALL STATIONING REFERS TO THE 1 - CENTERLINE OF THE PATH. - 4. FIELD VERIFY EXISTING FEATURES AND ____ CO g UTILITIES AS REQUIRED. JJ F J F E. 5- PROTECT ALL EXISTING FEATURES a ® x v, t, v{ ® 0 WHETHER SHOWN OR NOT. ti 3 U .0' — — - - - - — - - - - — - - -- -- — - - _ SHEET KEYNOTES r 1/j 1 0 O 0 0 0 0 0 - O O 0 4 O 0 0 0 0 0 O 0 0 O - 0 0 0 0 O 0 O- 0 O 0 0 0 O TW 1. CONSTRUCT PAVED PATH.SEE DETAIL W ® TYP 11CD5018 2ICD501. LU ' c ` 0 .` \ 0 ` ._ .� 0 U 2. CONSTRUCT 2 FT WIDE GRAVEL SHOULDER, ' _\ 19W0 19.50 �otoo 20.50 a 21100 21150 Y2-oo 23100 + SEE DETAIL 31CD501. t�j �'ei„� ` 'Ar `Iaf• f.� N 3. SOLAR LED CBOLLARD PATH LIGHT,SEE CO+ i r I II 1 z 4. INSTALL 6 FT HIGH BLACK VINYL-COATED Z -- —_- - — = 25H 25 ALONG OP OF BANK AS OWN 2-1 01LINK FENCE FROM STA 9+30 TO TA _ : U ®TYP BOTH SIDES 0 ..Q - — — - * TIGARD /- PLAN 20 0 10 20 40 a... miL MIL 11111•111111 1 SCALE:1•.20' SCALE PLAN SCALE FEET i 1 5 172 172 11 II1 . 170 170 I ar 1 p 168 168 # R O 166 166 KEY MAP F -0.78% FG(a�GL 1sa 164 4 \_EG(4)C/L 8 E — ----——._------ —_�- , 162 `� N. 162 oi s \ 160 160 •w W LL 7 ^ �/ o � � n o 41 el 44? CI � m � 7. co U U U ro _ ._ Ual 07 $ U , ,_ U A 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 S INFO UnderyrBmdService Abd �.,0PRUpF �' ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEET TITLE SHEETNO.Si 2o,T-,ez 1� ss, g. CAD DWG FILE: TSHT 301-CP1OS awc,�`' oy IN 5 N PUBLIC WO:079 DEPARTMENT CITY OF11GARD,OREGON DESIGNED 9Y: SRB e , �. 13125 S.W.HAVD. ALIGNMENT 'A' CP105 DRAWN SY: s� ....,RE,t ta Alta planning t Design,inc. TIQARD,ORE7223 ,,,w.,, a q 4 711 SE GRAND pl.0...,... , ,k VOICE:503.839-4171 PLAN & PROFILE REVIEWED BY: or c n,2 PORTLAND,OR 97214 I DIAL f R. R0'4 PUPPING 1 FAX 503.6244752 SHEEP 17 °F 88 DATE: 3.191919 ,- - �e1I .TIGARp. STA 18+50 TO 23+50 AT LEAST IWO WOIOCI IG DAYS www.attaptanning.coln WWW.AGARO-0R.GOV PROD.ANO: 92034 I 1 MARK DATE DESCWPTION SCALE AS SHOWN WF EYOU PG RENEWS:12/31/,9 GENERAL SHEET NOTES i1. SEE SHEET CD501 FOR TYP PATH SECTIONS. - GRANT AVE 2. SEE SHEET CP119 FOR ALIGNMENT ACCESS POINT CENTERLINE GEOMETRY DATA. I SEE AS202 I 3. ALL STATIONING REFERS TO THE CENTERLINE OF THE PATH. 3'3A r F w F J-38 4. FIELD VERIFY EXISTING FEATURES AND 1 U3g p , 0 8. % 'g"P' m = G i N n m F J O UTILITIES AS REQUIRED. 0. ,74 i J CONNECT FENCE TO(E)FENCE r J F S, o �+ il 71 fr• Pt X A c� 5. PROTECT ALL EXISTING FEATURES 0 WHETHER SHOWN OR NOT. • • �'n �� _� s ,2^ Q SHEET KEYNOTES H • W • rrn/ - W 1. CONSTRUCT PAVED PATH,SEE DETAIL © TYP �' Y ® 1 cti2 _i 27 Ls i i O—F— c,3 a i/CD501lR2fGD501. O ^'` o ! + 1e� I ® -, l0 2. CONSTRUCT 2 FT WIDE GRAVEL SHOULDER. + 24+00 24+5° L4 � - 25+5° +0° C)— . iP' t�a� +oo_ c14 + SEE DETAIL 31CD501, Ty 7�� ‘*N., .` mom ii 4A0536.(NIC) , 1 • N 3. SOLAR LED BOLLARD PATH LIGHT.SEE • Z I INSTALL 6 FT HIGH J f r g ( BLACK 8+Z CHAINLINK FENCE FROM STA 30 TO STA _. 25+25 -- - - - - -- _ _ _ ALONG TOP OF BANK AS SHOWN -- - I 5. PROVIDE AND INSTALL'STOP SIGN U O2 TYP BOTH SIDES R1.1 © U Q 0 - J CL'G-SEE CP 113 I-- (R1-1,18X18)PER CITY SIDS. 2 y 2 6. CITY OF TIGARD TO INSTALL ALL ADVANCE . _ __._____. q— _ __ —. — _ 0— — -- -- ---_.__ __ WARNING AND REGULATORY SIGNAGE IN SW TIGARD ST ADVANCE OF CROSSING. 5 F ( ti. 2 - - -- - - - - - - - - - - - - - - - - — � — —GRANT AVE CROSSING - - — ' I [BY OTHERS] i PLAN 20 0 10 20 40 SCALE:V•20' SCALE PLAN SCALE FEET 4 1''''' 170 PVI STA:25.00.00 .g PVI ELEV:182.08 170 n n • 1:302.20 LVC:100.00 iii 8'3, 8 g _I g 168 m 168 ai 5 1 P 166 166 R J-3A 0 164 164 KEY MAP h F __ -0.78% J-313 L 162 FG CIL 162 E -- _ .„ -o.sor. / ~ —.., R, OI 160 2 �, 160 EG Cit. o t t i, 1 , N .. N ; a 158 a 158 j?? JW WW g m mn- Nm N,i w m � b • % Nf' Nm S Ti; N$ m • � • • ,-1 �• (Zi) �i s 1.1 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 6 Y UJFO---- -- Underground salla Ned ar a�PROFFB � Ica ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEET SHEET NO. r DROJECT NO: 2017.182 g454.0 1 N `�' Y. ro FF nt I3 DESIGNED BY: SR86 i• 13125 S.W.HAtt BLVD. CITY OF TIGARD,OREGON Ili, Alta planning+Design.Ina. ALIGNMENT 'A' C P 166 DRAWN BY: SRO ORE • 0 TIGARD,OREGON 97223 wnMlwa u' ti 711 SEGRANDAVE REVIEWED 8Y: DY "a""i 'c,N 27.z•°° o` PORTLAND,OR 97214 VO►c�503.639-417! PLAN & PROFILE «,L1oLL y? �� FAX 503624-0752 STA 23+50 TO 28+50 DATE: 3.18.2019 taoaasa-zf WORKING R. BAR PlA11M1 n T f G A R I.) AGARD-OR.GOV PROJ.N0: 92034SHEET 18 OF 88 aiaAsrlwowowmiGGars www.attaptanning.com MARK DATE DESCRPTIIN SCALE: AS SHOWN aesaa KU OIG RENEWS:12!31/19 GENERAL SHEET NOTES i 1. SEE SHEET CD501 FOR TYP PATH SECTIONS. i 2. SEE SHEET CP119 FOR ALIGNMENT CENTERLINE GEOMETRY DATA. I I 3. ALL STATIONING REFERS TO THE CENTERLINE OF THE PATH. i 4. FIELD VERIFY EXISTING FEATURES AND g O O UTILITIES AS REQUIRED. r 2 4 5. PROTECT ALL EXISTING FEATURES U J ~ J ~ J J ~ J 0 WHETHER SHOWN OR N07. . r.. 5 . _ g. = 0 SHEET KEYNOTES - - cow W 0 TYP W 1. CONSTRUCT PAVED PATH,SEE DETAIL r I 1/CD501.5 2/CD501. t 4 9 2. : !!:::zL0ER REL SHOULDER, . ..., • .� 30*003430rr..=i--ter.- a-n---+- -t-_-'.ar— + h -�— .-�__ - . .. ._, .. .' ...- - � ;' ,. _ .- _, .. .. _ 3. GHT,SEE 11 4/AD506.(RIC) 1 ZIz J1. J H = V O O2 BOTH SIDES F- Q I - - - - - - SW TIGARD ST I N PLAN 20 0 10 20 w SCALE r-2a SCALE PLAN SCALE FEET 4 1$ 166 PAL STA 32+00.00 166 PVI ELEV:198.56 K:211.29 _ LVC:100,00 I 164 ?3 164 m g 1 P 162 162 R 0 160FG C/L 160 KEY MAP F - -------- - I m �EG@IC� --"---- -0.1390 - - L 158 - 158 R 156 156 ' T j J,Jj,J:TNN\ 1 154 154 o pN o pm W ` p�� ry • p • ,R cci a ppS a N C LLS Ct0 h v°! N v°j LL�7 °,.{ ,� ,(j V7 SI S 2 / I UJ A 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 �pPRDpF a Ita ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEET T' SND. PROJECT Na 2oiT.i� Viiiicilt.� � SI PUBLICWORKS DEPARTMENT • CAD DWG T1LE: TSR_301LP10T R DESIGt�D SRB r• ABa Planning Design,Ina 13125 SW.HALL BLVD. CITY Of TIGARD,OREGON ORAWNBY: SRe ORE : nGARD,OREGON 97223 ALIGNMENT 'A' CP107 wYa m 1. 4 711 SE GRAND AVE REWEWED BY: DY �' '"�”'► �C�'�27,1� J� PORTLAND,OR 97214 1/1"..".---- vntiw.alt.aplannIng.com PLAN 8� PROFILE Oft TOLL 9A R. BAPy� puma.. 1 FAX.' 503$24-075? DATE: 3181019 REE 14013II.Dw @r PI) $' MARX DATE DEx?PTt 4 SCALE. AS SHOWN �r DAYS RENEWS 12/31n9 WWW.altaplannlrlQ.com TIGARD wWW.nGARD•OR.GOV PROD.NO: 92034 STA 2 +50 TO33+50 SHEET 19 of 88 GENERAL SHEET NOTES r N !! (:); 1. SEE SHEET CD501 FOR TYP PATH SECTIONS. , d /, 2. SEE SHEET CPf 19 FOR ALIGNMENTr! L/ CENTERLINE GEOMETRY DATA I ,j/p 1 !r r 3. ALL STATIONING REFERS TO THE R ! „N1r/ CENTERLINE OF THE PATH. / �% / 4. FIELD VERIFY EXISTING FEATURES AND g p $ !' w /! UTILITIES AS REQUIRED. E.- „,, - ,n J�` r ' S. PROTECT ALL EXISTING FEATURES U •P a r! !! WHETHER SHOWN OR NOT. a 1— Z J � - cv � !• ! 6 es ... r.,. F - — — — -� ., A ._. --- — . ..., ; _� _ k �!r r 0 SHEET KEYNOTES LU t r 0IA TYP � � _ �! 1. CONSTRUCT PAVED PATH,SEE DETAIL 0 • w —�� ---+ — * f Cta , B� . 2. CONSTRUCT FT1/C0501& IWIDE GRAVEL SHOULDER u-2 3000 1--+— + i � O r _Ott• _ + --�— —t--r— + ,- , Ls 34•50 _ C/L P - SEE DETAIL3/C0501. +—� ,. SEE CP1Q9-- _ %:°.:,,"1”:•,• ••;.::;-;'..,:,.::,',' , Z:IIP ” f, s �(�---�— —� .�-_' A�r • 3. SOLAR LED BOLLARD PATH LIGHT,SEE II _ �'�SEG --,Z___ � 41AD508.(NIC) )' "tet x V:-.1. [ O O TYP BOTH SIDES — ~ w.7 Y3/ G r / y —_ r , , ' CL'S'-SEE CP114 ----- / ,' ! j' `' ,.. PLAN m 0 10 20 40 SCALE r=20' SCALE PLAN SCALE FEET i 166 166 1 164 164 i a I P 162 162 $ � R o O 160 U Iso KEY MAP g3 F EG6CA. W f. 3 I -0.13% CO o ] L 158 --- -- -- --._.__ .-—— ' 158 —' g E FG( CA y� ' 156 i A. V 156 �. A 154 154 a} �W el �+pp f N r O :.. ii 33+50 34+00 34+50 35+00 35+50 36+00 F Iff QQ�� . *F0PR -.. U•de,y aSe Abn F�°PR,RFS ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEET TITLE SHEET No. CAD DWG FL TSHT2017-az y. Sj alta G CAD DWG FKE: T aat cPtoa W�� °� N PUBLIC WORKS DEPARTMENT CRY OF TIGARD,OREGON DESIGNED 8Y sRa � , + IIII AltaPling+Design,Inc. : t3f25SW.HALLBLVD. ALIGNMENT 'A' 4P108 �' Mna w ORE r• t 71 f SE GRAND AVE ' TIGARD,OREGON 97223 �: � ...,,... ��zT. �� ,.-•._ VOICE50&8394f1 PLAN & PROFILE CVL TOLL REE y? +� PORTLAND,OR 97214 FAX' 503-624-0752 °"'_ A. '-00 +"°"' a a"R PLANNING " STA 33 50 TO END SET 20 88 Von DATE °Esca,vri°r, SCALE SHOWN "r xowm,cwrs RENEWS:tvav+e www•altaplanni�.com TIGARD�l WWW.AGARD-0R.GOV PROD.NO: 9203! GENERAL SHEET NOTES � 1 bl Sr`P!1W TIGARD ST ,F 1. SEE SHEET CD501 FOR TYP PATH SECTIONS. 1, 09 d, RR CROSSING 2. SEE SHEET CP119 FOR ALIGNMENT $ $R 4. ,, Q'- , g © / SEE CP110 CENTERLINE GEOMETRY DATA. 0 ; 3. ALL STATIONING REFERS TO THE o / / n lu a CENTERLINE OF THE PATH. n — - -• ��.r...., - - - _ - 4. FIELD VERIFY EXISTING FEATURES AND - .- ,:- - � �� _ - - -- 1*. UTILITIESASREQUIRED. 5.:F.,Zi.'> -, ci .i+po - 10 /u 2+00 2. 0- _ ----. 5. RES � .�. � $ WHETHER SHOWN OR NOT. S CP108 CIL IA'-SEE . `" ►. ' , ,te5 MI , ' < \ 4- ` 0 { Q SHEET KEYNOTE i15e 1-- RY PLAZA-SEE AS 100 , Ni0a �' 1. CONSTRUCT PAVED PATH,SEE DETAIL i / 2 FTO WIDE CLEARISHOULDER ZON ONDE �! „'� z r «._- 01111L �. �.'} tib41 ` BOTH SIDES.COORDINATE WITH PLAZA 11DESIGN. - y ;, . :,u t + I - - - _ 2. EXTEND HAINL NK FENCE, EE SHEET I 4 .F. , D�E1C :.. cP110 S ^P1 i� !GARD l 3. CONSTRUCT WIDENED SIDEWALK WITH AREA - "..v' 4 ! k BEDSTED PEDESTRIAN RAILING,SEE SHEET yrSIFO . 'ENTER 7 CP110. ---i _ t / _ - - 4. INSTALL PEDESTRIAN BARRIER: 4 4 r., � , - „ ()4.0 x 36'H SURFACE MOUNTED GALV `' _ � STI.BOLLARDS wl DOME TOPS AND CHAIN 4 EYES.BARRIER SHALL INCLUDE HANGING GALV Sit 5118'CHAIN BETWEEN POSTS. I TOTAL LENGTH OF BARRIER=95 LF. ? -----____ 4 BOLLARD SPACING SHALL BE 10 T017 O.C., INCREASE SPAN AS REQUIRED ACROSS SW om+ — UW DSCAPING.ALL MATERIALS SHALL BE 4 ' TI12r/C�� ` _____ a POWDER COATED BLACK. _ _ PLAN 20 0 to 20 40 SCALE r.20' SCALE PLAN SCALE FEET q�q 1 S 168 W PVI STA:2.10.00 PVI STA 3+20.00 F--. .# PVI ELE9.136.28 PVI ELEV:159.27 Inti 168 "e K:3300 K:6.03 Z IVC:30.00 IVC:30.00 CC I 1 166 m �,i 166 W m sm g & M 5 I�f 7,m Mm Cl) 164 p p- 164 P -184,0 Fp rp R ETM S it 0 OI 162 $ 162 KEY MAP k F 0.00% O 9 1..6°4' O.: .1.° L Iso H - 160 ' E LU c� EG @ C/L - ------- .10.90% m o. a _ 0.13°� __ 158 ' 9—--- °�, -SEE PLAZA Q FG CO CA. o. SHTS 158 \\,,, 1 -I 4. N 1 �.+� 156 156 O F O p F- pf 1 ti I 2T. ii � � � 44 �� A 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 5 51 `M°M4°�' °�'" Faii TIGARD STREET HERITAGE TRAIL TITLE SHEET NO. PROJECT NO: 2o17.1tp 4 s, a Ila ENGINEERING DIVISION I. g CADonx1F9E TSHf 3o1LP109 c�`' °� PUBLIC WORKS DEPARTMENT R DESIGNED IL sae • i• III III 13125 S.W.HALL BLVD. CITY OF TIGARD,OREGON DRAWN er: sae -..ORE • pr� Alta Planning+Design,Inc' i I " TIGARD.OREGON 97223 ALIGNMENT 'P' (;P O9 .�.. N h 4 711 SE GRAND AVE PLAN & PROFILE REVERED 8Y. or �1404.4M I 'c 744 27.2 o` PORTLAND,OR 97214 • VOICE:5036334171 °"'�°� tiq R. aN PLANMNG+c • FAX 5636240752 STA 0+00 TO ENDq — DATE 3.18.2019 LEAST IWO WORM 1eoomaNcaeln www.altaplanning.can TIGARD V.1 W71GARD-OR.GOV PROJ.NO: 92034sr+EET 21 OF 88 6' MAax DATE DESCRIPTION SCALE: AS SHOWN Al BEFORE �� RENEWS:12/31/19 .. GENERAL SHEET NOTES 1. SEE SHEET C0501 FOR TYP PATH SECTIONS. i :„ 2. SEE SHEET CPI19 FOR ALIGNMENT CENTERLINE GEOMETRY DATA. 13 TYP OF 2 Q " 3. ALL STATIONING REFERS TO THE l[ 4.7' 6.0' CENTERLINE OF THE PATH. o �� S.T 1 ' 4. ULVERIFY EXISTING FEATURES AND N UTILITIES AS REQUIRED. 5. PROTECT ALL EXISTING FEATURES WHETHER SHOWN OR NOT. b _ __ I. ® °.1.5%. t0 SHEET KEYNOTES /�., - �- •2 r .0" 0 0 pa o 1. INSTALL 3 FT YELLOW TRUNCATED DOME � 't ; b� ►L0 DETECTABLE WARNING SURFACE(TACTILE /i 3N3H Q dots STRIP),SEE ODOT STD DRAWING RD759. NORTH l c 5.0' '05 041;,:f 2. REMOVE(E)'STOP HERE"PAVEMENT 5 BEDSTED { ,~ .1 ; _ ° a.o• .: MARKING. SEE RIGHT 4. t. 2 r f I 4.2'..I C.'°'"'.°'0,1.14 3. INSTALL THERMOPLASTIC PEDESTRIAN I E�`x I WARNING'STOP HERE'MARKING,SEE 1 , , w, ) 1 TRIMET DESIGN CRITERIA-FIGURE /'�^ 15.3.L2.a. l� / 0 TYP OF 2 0 - 4. INSTALL THERMOPLASTIC PEDESTRIAN k , .1 / °+• WARNING"DO NOT STAND HERE'MARKING, t1 { ,,,r/ �\\ ,_f 3. SEE TRIMET DESIGN CRITERIA-FIGURE 15.3.L.2,b. 5. PEDESTRIAN BARRIER(BOLLARDS WITH • ' CHAIN),SEE SHEET CP109. 6. REMOVE AND REPLACE(E)CURB STOPS. x u ', NORTH BEDSTED 7. OFOFTIGARDT ASPHALT N DT PAVING DWG NO.182.CITY O w 4r PLAN 8. CONSTRUCT STANDARD CONC CURB PER SCALE:1••S CITY OF TIGARD STANDARD DWG NO.125. -,•• ^7144 ans..op. ,'dorm suv,Ea 0 9. CONSTRUCT CONC SIDEWALK PER CITY OF _,_1 TIGARD STANDARD DWG NO.120.MATCH EDGE OF(E)SIDEWALK AND TIE INTO WITH ,.,, `... DOWELS @ 12.0.C. /� / .,, \ } 10. INSTALL PEDESTRIAN CHANNELING 1 TYPICAL RAILING,SEE TRIMET DESIGN CRITERIA-FIGURE 15.3.L.2.d AND 15.3.L2.g. / 1 -44 A11 • C> 11. PROTECT(E)LIGHT POLE. 14 SOUTH r. 1 -,.' ej ' Q 12. REMOVE PORTION OF(E)6 FT HIGH BEDSTED ../' I ?, _., SEE RIGHT I OF CHAINLINK FENCE(SHOWN ON SHEET ega,,,,, ,o,e DM108)AND REINSTALL AS REQUIRED TO t `j• ' © . { SIDEWALK. EXTENO(E)FENCE'S T LF TO EDGE - ,.-,----\77 'r _ / 0.... t j r c: a / A \ • • "-'-7-- - o _ - ,, 0 8.8' STOP •9HERErn 13. RAESSTRIPE(WHITE)PARKING STALL ONES 4 r , II ' "\\ /moi - - - ® X6.8' /s.a. F. ui 10 1 .J5. a 1.5% / $ .� 12 ell It_`, / o _CO -- - - - - - - - - - - o liti /.,, 1 o/ r , 1 / 10 0 5 10 20 PLAN �' SOUTH BEDSTED �E PLAN SCALE FEET SCALE:1".10' PLAN t 1 .5' a INFO UnaergiaunAServluAlat SHEET TITLE SHEET NO. P"OFF a Ita ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL PROJECT NO: 2oti•ia2 gt0 � CAD DWG FILE TSHT_301LP110 w�'� °'� PUBLIC WORKS DEPARTMENT fi DESIGNED BY: SRB i M 13125 S.W,HALL BLVD. CITY OF TIGARD,OREGON 0 - V. Alta Planning+Design,Inc. TIGARD,OREGON 97223 MAIN ST CPI10 i DRAWN BY `' .,...nwY N ORE.".Oh TttSEGRAND AVE REVIEWED BY: DY �.""""' lre,N 27.z� o` PORTLAND,OR 97214 VOICE 503.639.4171 RAILROAD CROSSING OW TM y'f R'1 FAX 503.624-0752 PLAN DATE: a.sasate aowlan«(a SN) R. aA PLA 11O i l T I G A R� W/4Y•TIGARD-OR.GOV PROJ.NO: 92034 SHEET 22 Of 88 ' MARK DATE DEsownON SCALE: AS SHOWN AT LEASTWOWING DAYS RENEWS:12f31l19 1'iWw.altBPIMIfIf11g.CMt1 • tee. \ GENERAL SHEET NOTES I b.' 178178 . ' 1. SEE SHEET CD501 FOR TYP PATH SECTIONS. U ` C: 2. SEE SHEET CP119 FOR ALIGNMENT l CENTERLINE GEOMETRY DATA 3. AU.STATIONING REFERS TO THE 177 177 \ N. \ CENTERLINE OF THE PATH. Qu 4. FIELD VERIFY EXISTING FEATURES AND S J-1 \\ Q •• ' UTILITIES AS REQUIRED. 176 176 ' Ns. N 5. PROTECT ALL EXISTING FEATURES P a n WHETHER SHOWN OR NOT. R a' ° - �,� N' � "S m�;, Q `�G1"h \ Q SHEET KEYNOTES O 175 - 3 4" �' 175 ©`�, , o� a .T • F ,- <a i o ` y� 7 • 1. CONSTRUCT PAVED PATH,SEE DETAIL 1/CD501 d 2/CD501. 3� caw 1.00%__ L 174 " A g6°IO 174 3 i �C? 2 SEE DETAIL iCONSTRUCT 2 FT WIDE GRAVEL SHOULDER, °fi5 ,I ii \' '� "1 • 3. PAVEMENT PATCH PER CITY OF TIGARD E i W 2.00 FG(dj C/L _ STANDARD DWG NO.182. 173 b� 173 \\ 8 �!!`,�� ase 2 OOWc EG C2 g 4. COORDINATE WITH AT&T(100 332.2344) T FOR BURIED RAMP .. 0 ♦ Q R`S00 . FIBER TO LOPTIC CABLE TO MIOCATE MARKER EN 2 FT CLR FROM \ $ jg ` Q 0 %e EDGE OF PATH. \\ >� w d \\ Rf. ° 5. CONSTRUCT ADA RAMP wl TRUNCATED 172 172 \ NW a,4 Q ♦ 's DOME WARNING SURFACE,SEE RAMP n (C� DETAIL1 THIS SHEET. W m •� � Is a i" N LL 4 j. \ k, 8. PROVIDE AND INSTALL'STOP'SIGN ` ` Q� (R1-1,18x18)PER CITY STDS. 0+00 0+25 0+50 `, �%), N. • N 1;S',,,>., , N - Location Station Offset Elevation -0+14.71 5.0'LT 172.64 \ ~ N /0 \\ PLAN 10 0 5 10 20 O2 0+00.00 5.0'LT 172.67 I.�.....a.----..---�._....._ 1 SCALE't•=to SCALE PLAN SCALE FEET 0 0+11.59 5.0'LT 172.91 0+19.59 5.0'LT 173.42 LEGEND: 1 O 0+19.59 5.0'RT 173.27 r,/` j Marked or intended crossing location © 0+11.59 5.0'RT 172.76 RAMP#1 - s 80SCtFT I /0 0+00.00 - 172.60 O 0 O Sidewalk • ' ❖:+:❖ �.��. Turning space,Min.level area 4'x 4' 4'x 5'when constrained(With longer dimension 1 O in direction of pedestrian street crossing). to For the purposes of this application,a max.2.0% finished surface slope(For drainage) is considered level. TRANSITION TO SHOULDER KEY MAP c Values ...,...... Truncated dome detectable warning surface Ramp Item Ramp#1 Ramp#2 I i g © Slope 1.5%max. 5 Ramp Runt Cross g Slope 8.5% Na RAMP SLOPE (Max.2.0%finished surface slope) 3 Cross slope 1.5% Na COUNTERSLOPE 1 A% - PATH C/L'N' - - - - - (Normal sidewalk cross slope) I' Gutter flow slope 1.30% Na f� 4� 6.50% I Slope 7.5%max. / •am-' Fi Counter slope 1.4% Na rl/ ~ (Max.8.3%finished surface slope) / (Ramp length 15'max.,measured along N� R Ramp length 8.0 rile SU I finished surface slope) 1 Turning space Width x Na Na dam'1./G 4OFR O� E� Counter slope 1',,tui \ S Length y Na Na0 j gOgD Slope x Na Na 0-0 Station,offset,elevation point Slope y Na Na ......... CONSTRUCTION NOTES: RAMP - NORTH 8.0' - 1. SLOPES HOLD OVER ELEVATIONS. C A �E_1,.rte. O 0 2. MAX.CROSS SLOPE CHANGE ON RAMP 0.5%PER FOOT. INFO tb' ivuid%MatA"'t4,01)PRa`8TIGARD STREET HERITAGE TRAIL SHEET TITLE ` NO F. PROJECTap 150413= a Ito ENGINEERINGWORKS DIVISION ca �Oy PUBLIC WORKS DEPARTMENT GDDWG FaE: TSHT�tCPttt !elk' . • CRY�TIGARD,OREGON DESIGNED BY. SRO t ~• 13125 S.W HALL BLVD: ALIGNMENT 'N' CP111 .... ! • ANa Planning+ Inc' DRAWN BY MB ,,,,,,,r„� �, „°�"' ,1, 0. 71 f SE GRAND AVE III - TIGARD,OREGON 97223 REVIEWED BY DY �m"N--0° �N=T,z� �� PORTLAND,OR 97214 � -- ►��E E°34394/71 PLAN & PROFILE Daaroumes 1� �� FAX 503624-0752 DATE 3.191019 1430.332-xw.W W 1 R. gAa mamma t X11 �? MARK DATE DESCRIPTION SCALE. AS SHOWN Aru TTveWOWINGWrs RENEWS:1V31119 www.altaptanning.cam T I G A R� WYVw-TIGARDORGOV PROD.N0: 92034 STA 0+00 TO END SHEET 23 Of 88 I .,.... i ., O I GENERAL SHEET NOTES LEGEND: I NC./7.87.9, Qr 1. SEE SHEET CD501 FOR TYP PATH SECTIONS. 1 U � ' I 2. SEE SHEET CP119 FOR ALIGNMENT .. Marked or intended crossing location • LU / I I CENTERLINE GEOMETRY DATA. Ill i 3. ALL STATIONING REFERS TO THE Sidewalk ( ' � j'° CENTERLINE OF THE PATH. • Q I I 4. FIELD VERIFY EXISTING FEATURES AND 7 Y 1•.....: 1 '''i... I i I UTILITIES AS REQUIRED. fi ,•;+,,• Turning space,Min.level area 4'x 4' 1 1 cd I 4'x 5'when constrained(With longer dimension I U • 5. PROTECT ALL EXISTING FEATURES Fz in direction of pedestrian street crossing). I WHETHER SHOWN OR NOT. a For the purposes of this application,a max.2.0% finished surface slope(For drainage) i *I«�,� 0 SHEET KEYNOTES 3 ® O is considered level. / 0 �'' a I 12 :n © TYP BOTH SIDES \ Truncated dome detectable warning surface I S E I \ 1. CONSTRUCT PAVED PATH,SEE DETAIL I $ 1rco501a2X0501. $ if) Slope 1.5%max. ACCESS POINT RT(MaxI.2.0%finished surface slope) ACCESS AS201 i • b © w 2• CONSTRUCT 2 FT WIDE GRAVEL SHOULDER, a I (Normal sidewalk cross slope) .' I Q SEE DETAIL 1ICD502 a -op, U ' - r 3. SAWCUT AND ASPHALT PAVING PER CITY Slope 3%max. I TIGARD STANDARD DWG N0.182. 1 (Max.8.3%finished surface slope) I s. " (Ramp length 15'max.,measured along L o e. �- ...4..,-.. - ( - ;'` 4. CONSTRUCT ADA RAMP Wil TRUNCATED finished surface slope) CV •c 'X':.0.0°,_.4.1.65 ) ' DOME WARNING SURFACE,SEE RAMP ..CI 4 © Counter slope I 0� �-� J - - - ` DETAIL i THIS SHEET. I Q 5. CONSTRUCT CURB&GUTTER PER CITY OF I PRC 17.34.99 4 . O TIGARD STANDARD DWG NO.128. EOP 1 Station,offset,elevation point I • 1 I7 KATHERINE ST b • 3 I CROSSING �� 6. RtOVID ANOINST STOP SIGN Q CURB&GUTTER 0 N CONSTRUCTION NOTES: 17;25.35 I [BY OTHERS] \ t 18X18)PER CITYsins. 7. CITY OF TIGARD TO INSTALL ALL ADVANCE 1. SLOPES HOLD OVER ELEVATIONS. i • b� Q RI-1 ( CITY OF GAND REGULATORY SIGNAGE IN - RAMP#1 T S`i� ADVANCE OF CROSSWG. gp I COUNTERSLOPE 2.0% 2. MAX.CROSS SLOPE CHANGE ON RAMP ( 17 q 05%PER FOOT. I • I *bcc4,�1 C\ I 3. TRANSITIONWARP ASPHALT PATH CROSS I ( sr SLOPE TO MATCH CONCRETE. 11 I L CROSSWALK P f /t N ,o 0 5 ,0 20 L!1 l_�._�._.. ._.� ____.---..1 SCALE:r=1a SCALE PLAN SCALE FEET i . 4 11'4 V 172172 Sal TIGARD AVE 4 Cr 171 171 0.- g Location Station Offset Elevation Values Ramp O 0+26.79 5.0'RT 168.43 Item Ramp#1 Ramp#2 J-2 r.g. n V g§ i Ramp Run 1 Running Slope 1.5% Na p 170 g a fat 170 Q2 0+26.79 5.V LT 168.33 Cross sl 8 a 0 < e <„ i" 0 slope 1.5% Na � �� w w r �, Q3 0+26.29 5.0'LT 168.34 Gutter flow slope 1.00% Na R " o w 0 W s a ` " KEY MAP Counter F" N Q4 0+26.29 5.0'RT 168.44 slope 2.0% Na 1 S9 m i 1 1 2.00% 169 Ramp length 5.0 Na F w COUNTERSLOPE 3 5 0+21.29 5.0'RT 168.51 3 0.00%-1.5096 Ramp Run 2 Running Slope Na Na W 3 ® 0+21.29 5.0'LT 168.41 Cross slope Na Na 1,50%, Ramp length Na Na L 168 --- _ / 168 •, Ramp Run 3 Running Slope n/a Na E FG 0 G/L A g r' RCross slope Ne Na EGO CA. b g Ramp length Na Na 167 <e 167 A Turning space Width Na Na H ; Lengthy Na Na Slope x Na Na 166 166 Slope y Na Na ri I ^ h < i ADA RAMP - SW KATHERINE ST 21u. m te ._ �D ei A O NO SCALE 0+00 0+25 g Al0 .. Underground Seton Alert pE0 f ayp�TNp 20„-,ffi ,E "R�S� � Ica ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEET DILE SHEET NO. A •CAD DWG RE TSHT101-CP,12 er�#52H�F•p� PUBLIC WORKS DEPARTMENT CIYOFTIGARD,OREGON DESIGNED 8Y: SRa Alm Planning+Design,Inc. TIGARD,S.OHALL BLVD.REGON 97223 ALIGNMENT 'K' CPI 1 2 a DRAWN SY: SR8 OREr• �Ceepl :ref 4p 27 2o4ry J�1/4 7f f SE GRAND AVE VOICE.'503639 417f REYEWED8Y* DY c PORTLAND,oR9M14 .-� PLAN & PROFILE owTaLrta� 1q t� FAX: 503.624.0752 DATE, 3.19 2019 1.805. a«wml R, spa PLAIIg1 Vt>itt709K91V MARK DATE DESCRIPTION SCALE_ AS SHOW,/ ATl + oAre RENEWS. :, ,,19 www.altaplannk,g.com TIGARD IW?WTIGARDOR.GOV PROJ.NO: 92034 ADA RAMP DETAIL SEKRE YOU 010 SHEET 24 of 88 1 GENERAL SHEET NOTES iGRANT AVE 1. SEE SHEET CD501 FOR TYP PATH SECTIONS. I ACCESS POINT 2. SEE SHEET CP119 FOR ALIGNMENT •, x SEE AS202 CENTERLINE GEOMETRY DATA. 71 G 3. ALL STATIONING REFERS TO THE -- J-3C- __-•A - - CENTERLINE OF THE PATH. R 8 N 3 14 p - -- _ 4. FIELD VERIFY EXISTING FEATURES AND {S ' as • d UTILITIES AS REQUIRED. r {_.� 4(,-; ^ 5. PROTECT ALL EXISTING FEATURES I - �' - - ' d s WHETHER SHOWN OR NOT. r h * 2700. �3 c,_:__-__,,,',.,/ to s� ---�`"`."�- -+--- ,a -+_ -- 0 0 A.: ,L _1 Q SHEET KEYNOTES a n I. CONSTRUCT PAVED PA SEE DETAE C/L'A'-SEE CP106 f� '��n'0191.111111 - I�I� . '---_.� ircosot a zrco5ol. T" 28+00 -+ a `!�,r` I . -. --4--". '2)... +--- f-- „ �iz� - �L3�� r' • __{ - �- -o--1- CONSTRUCT 2 FT WIDE GRAVEL SHOULDER, - - 2. " � SEE DETAIL 3/CD501. • o . „ OF TIGARD STANDARDDWG NO.PER CITY 8•- �' �•t 4. CONSTRUCT ADA RAMP wI TRUNCATED n � • d ' ,J,�J . ct DOME WARNING SURFACE,SEE RAMP O e �' --�$ 0 I , BEGIN RAMPt. 3 DETAIL 21CP114, cY.FY E 0+11.41 ,"4' 5. CONSTRUCT CURB a GUTTER PER CITY OF ../..34 f t 0 J IIS�_ ' irk .1-T° STANDADR DWG NO.1G �l�o�TR� - - -- - _ - _ - - - - -- - _ - - - 6PRO�VIDEAND INSTALL'STOP S N R1.1 0 (RI-1,18X18)PER CITY STOS. I 9 © TYP BOTH SIDES 0 7. CITY OF TIGARD TO INSTALL ALL ADVANCE 0 I 10' 1 WARNING AND REGULATORY SIGNAGE IN ER 0.19.41 I I ADVANCE OF CROSSING. t -_ -- I GRANT AVE CROSSING t, 8. CONSTRUCT 18 LF OF 12-IN 0 STORM SWTIGARD AVE 1 O - [BY OTHERS] SW TIGARDAVE SEECITY'OFTIG RRDSTAND 156.20 S W GRANT AVE -_ ---- -- _ - r-`t 148. PLAN 10 0 5 10 20 SCALE:1 .10' SCALE PLAN SCALE FEET i { b PVI STA:0+11.50 PVI STA:0+70.00 PVI STA:1+00.00 PVI STA:1+55.49 1 Ui" 164 PVI ELEV:181.43 PVI ELEV:158.57 PVI ELEV:157.97 PVI ELEV:180.51 164 162 ALIGNMENT'G1' 162 K:1.98 - K:3.45 K:1.54 K:2.56 J-3A o LVC::10.00 LVC:10.00p, p LVC:10.00 g�LVC:10.00 1!1 8 N f 9 Y N aN, aD 8 m 4m 8 m O �$y O m�m .(of f p N (, R C g m G -m .. m A b g MI P 11'1 3 3 rw 163 bm E W E W E' E' 3 . E.. 163 161 161 A :" em Ng gg g/ 8(1 gg i gg g g J-3B (2 co 03 G A A J-3C t�N P 162 • l 162 160 gg` 8 4t 160 q b 03 i 1qq R o.2ox, < -,i W m 1,;, Bt._ w " F n Oa^ 159 KEY MAP 161 EG®CA v, q . 5' 161 159 `� I a F 0.60% 1 2 I o J-3C _ _ _-- -- 1�x `• w --' �,. 158 .x, L 160 �� g S 160 158 1.5096 3 E FG @CIL FG CO CA- U i #/f `-,� R m i 401° k EG CI)C/L I // 2.00°!0 159 a (2 W 159 157 y/ s$ 157 dt 4 -2. . 96 ; 2.0o% "v3 • ' 158 158 156 a w 156 f y'Ij - r� II) a o $' N .t P1 N q • m m • N v • ry r n Ww mm 3 $ 3 � 3w°3 $ ii F., 30 $ 0 A 0+00 0+25 0+50 0+75 1+00 1+25 1+50 0+00 0+25 8 U°"q° d Sante ANN �p PRopFs ENGINEERING DIVISION PROJECT NO: 2017.192 :l� S� � M TIGARD STREET HERITAGE TRAIL SETTTTLE SHEET NO. Li Li CAD DWG FILE: TSHT_3G1•CP113 ,�'�� Sys PUBLIC WORKS DEPARTMENT CITY OF TIGARD,OREGON DESIGNED BY. SR9 ' ' 13125s.w.FULLBLVD. ALIGNMENT 'G' & 'G1' CP113 ,� Alta Planning r DesrcOn,IRC. lki _ TIGARD,OREGON 97223 DRAWN BY: SRB ORE..•N ,iry k 711 SE GRAND AVE PLAN & PROFILE " ....,... s �N , t _ VOICE:503&?SW r71 REVIEWED BY: or c 27,z o PORTLAND.OR 97214 STA 0 00 TO END D OWL TOU"fl `t� 1-� FAX." 503240752 DATE 3.191019 � tantl R. eta + TIGARD> yyty4V•TIGARD"OR.GOV PROD.NO: 92034 + SHEET 25 OF 88 AT LEAST 11,03 WORKING DAYS WWW.altaplannMg"cam I' MARK DATE DESCRIPTION SCALE AS SHOWN WORE YOUNG RENEWS.12731/19 p I _ _ _ - - - - - GENERAL SHEET NOTES Location Station Offset Elevation LEGEND: - + 1. SEE SHEET C0501 FOR TYP PATH SECTIONS. Q 0+18.91 5.0'RT 157.81 7 ! 2. SEE SHEET CP119 FOR ALIGNMENT i Q 0+16.91 5.0'LT 157.78 Marked or intended crossing location ma CENTERLINE GEOMETRY DATA. f - - CIL'P'-SEE CPI O9- 3. ALL STATIONING REFERS TO THE a( 0 0+16.41 5.0'LT 157.77 CENTERLINE OF THE PATH, 10.0' Sidewalk 3 © ... 0 ® 0+16.41 5.0'RT 157.82 r 4. FIELD VERIFY EXISTING FEATURES AND a ( ` UTILITIES AS REQUIRED. 0+11.41 5.0'RT 157.89 %i;::%%ii0 Turning space.Min.level area 4'x 4' 5. PROTECT ALL EXISTING FEATURES i © 0+11.41 5.0'LT 157.84 4'x 5'when constrained(With longer dimension I in o e in direction of pedestrian street crossing). WHETHER SHOWN OR NOT. ,a. 0 For the purposes of this application,a max.2.0% -J a l finished surface slope(For drainage) 0 SHEET KEYNOTES 1 is considered level. c? I. SAWCUT AND ASPHALT PAVING PER CITY In I Truncated dome detectable warning surface o. f0 ; OF TIGARD STANDARD DWG NO.182. fP, 30. RampItem Values °p 0 /,,,<< 2. CONSTRUCT COMMERCIAL DRNEWAY wI Q I: © Ramp#1 Ramp#2Slope 5'i' i�p��w CURB-TIGHT SIDEWALK PER CITY OF (Max.2.0%finished surface slope) .:�d1111/1 i• i TIGARD STANDARD DWG NO.143. Ramp Run 1 Running Slope 6.5% Na (Normal sidewalk cross slope) = - T- 3. MATCH(E)CONC SIDEWALK. EOP 4 Cross slope 1.5% Na Slope 7.5%max. c Gutter flow slope 0.50% Na (Max.8.3%finished surface slope) 4. PROTECT(E)BOLLARD,TYP OF 4. CURB&GUTTER i N Counter slope 2.0% Na (Ramp length 15'max.,measured along N h 4+ / 5. NSRUGRAVEL ACCESS, CESS,AGGREGATE ON 0 © Ramp length 5.0 Na finished surface slope) • ,• 7 GEOTECOMPACTED T FABRIC. Counter slope- RAMP#1 Ramp Run 2 Running Slope Na Na pe , f �` r • a COUNTERSLOPE 2.0% J 4r 50 SO FT Cross slope Na Na 0-11 Station,offset,elevation point b u Ramp length Na Na an avo . .. Ramp Run 3 Running Slope Na Na CONSTRUCTION NOTES: ------.- Cross slope n/a nia CROSSWALK ..__J Ramp length Na Na 1. SLOPES HOW OVER ELEVATIONS. 2. MAX.CROSS SLOPE CHANGE ON RAMP r1 Turning space width x Na Na 0.5%PER FOOT. 0 K�, Lengthy Na Na 3. TRANSITION/WARP ASPHALT PATH CROSS 0 Q01' Slope x Na Na SLOPE TO MATCH CONCRETE. SW TIGARD AVE Slopey Na Na PLAN 10 0 5 ," 20 SCALE:1'=10' SCALE PLAN SCALE FEET 1 RAMP - SW GRANT AVE SCALE:1'=r-0' 1, �. 6.0' 10.0' 6.0' Location Station Offset Elevation 0 0+01.50 11.0'LT 154.65 (I 0+02.00 11.0'LT 155.15 I Q3 0+07.00 11.0'LT 15523 er a 0 0 DRIVEWAY O 6.33% 1.00%. 7.50% MATCH(E) ® 0+01.50 5.0'LT 154.71 r QS 0+02.00 5.0'LT 154.77 I © 0+07.00 5.0'LT 154.85 KEY, MAP w �2 O7 0+01.50 5.0'RT 154.81 RAMP SLOPE ,`t'i RAMP SLOPE gl Q 0+02.00 5.0'RT 154.87 hr 6.33% y 7.50% QO9 0+07.00 5.0'RT 154.95 _4! 0 0 ° 1 O 10 0+01.50 11.0'RT 154.87 5 6.33% 1.00% 7.50% ., I 11 0+02.00 11.0 RT 155.32 1 1.00% 1.00% 1.00% MATCH(E) 12 0+07.00 11.0'RT 155.40 Io o CURB GUTTER --i- GUTTER SLOPE=1.00% SW TIGARD AVE �(��/\\J ACCESS DRIVEWAY (1)i \ / SCALE:1'=7-0' g f 8. A INFO O t ""Service ""' ."`R°`FTIGARD STREET HERITAGE TRAIL SHEET'IDE SHEET� PROJECT 2017.142 ti cI, a Ata ENGINEERINGDIVISION SI CAD DWG FILE: TSHT 301•CP114 • v°`g oy PUBLIC WORKS DEPARTMENT LI DESIGNED BY: ORB .�:elk f ! Alfa Planing+Design,kK TIGARD,1111 1OR GE OREGON 97223 CITY OF TIGARD,OREGON DRAWN BY: sRa ...+...�. ''''10 vORE:• ry ¢ 711 SE GRAND AVE ' SW GRANT AVE AND Cp114 REVIEWED BY. Dr ��'""'��' 'c 'ktT.t°° o` PORTLAND,OR 97214 VOICE:5034394171 ACCESS DRIVEWAY DM MIL y� �� "''""" `- FAX 50362407sz RAMP DETAILS DATE s.lr.zo,s 1401.3324344$ttsoR ,an„ R spa 'Del TIGARD www.nGARD-oR.Gov PROD.NO: 92034 ' MARK DATE DESCRNmoN SCALE: AS SHOWN ATtEAWOWYoRvrcwrs RENEWS.1213,H9 www.altaplanritmg.COm IISHEET 26 OF 88 D I A BI OG GENERAL SHEET NOTES i \\ RVEWY 1. SEE SHEET CD501 FOR TYP PATH SECTIONS. i \ `.•\ 2. SEE SHEET CP1/9 FOR ALIGNMENT \ \ CENTERLINE GEOMETRY DATA. / 3. ALL STATIONING REFERS TO THE \ \ /' CENTERLINE OF THE PATH. ` N! � m 4. FIELD VERIFY EXISTING FEATURES AND ` ;`' \ UTILITIES AS REQUIRED. DRIVEWA ! ''. • 1, ^r, GENERAL SHEET NOTES 1.111, 1111111, 1111111. I. SEE SHEET CD501 FOR TYP PATH SECTIONS. I 11111, PATH 2.50 3. I- - --I-- - 11° - I 2. SEE SHEET CP119 FOR ALIGNMENT - CENTERLINE GEOMETRY DATA. I ---1 - -----°- AMA All& AIL * ' 3. ALL STATIONING REFERS TO THE ii, * ,41,- alb„i- - ..r• - CENTERLINE OF THE PATH. 1 , . , . . .. _ . ' _ N 11:11/Fr ‘?"- s/e' NW \''' . . . , 4. FIELD VERIFY EXISTING FEATURES AND UTIMES AS REQUIRED. 3 -N. ''\ •' ' ' . '-, ./ .1 . '.. .. . PLAZA . ,, ,,,.. , ,-- ., ' --, ', ,- 5. PROTECT ALL EXISTING FEATURES WHETHER SHOWN OR NOT. - .. • N . ... 7ja * PLAZA ,,,,,,, ' -,. . , TYP OF 4 vs '. , '..p" •e ,, N. . , ,, • :. , '." .' N. 0 SHEET KEYNOTES 3 . , . . , • , : 51.0 LF of 6" ' . CO-3 N, ' - ''. . . ••78.1 LF of 6". - • • ' • . • ; Z CO-4 400. . _ - - - 1. COMECTIV SD PIPE TO(E)CATCH BASIN. CIE-2 - NIIPr , ' 0 0 11. __ ...:••:•_•:____ ./ Miliiirt' - illailirkh.‘lekk ' .____-__.. . :4111100117 2. INSTALL STANDAFID CLEANOUT, „, OF-1 CLEANWATER SERVICES DWG NO.500. ' ".4911111 3. INSTALL OVERFLOW INLET PER • • I 1-1.1 CLEARWATER SERVICES UDA HANDBOOK U N a N I DWG NO.407. ,,,14./ • Ill 4. INSTALL 134NCH DRAIN PIPE MANIFOLD PER 6 a 0 P-1 I CLEANWATER SERVICES LIDA HANDBOOK I • DETAIL DWG NO.402. e 0 ....•• • P-2 ® 0 I „,...%c • U 5. CONSTRUCT FLOW THROUGH PLANTER , ' 4 a . 4 . PER CLEANWATER SERVICES UDA - - • 4 / 0 P3 e 0 HANDBOOK DWG NO. _. _,_ 4 794. It 0 CC IL CONSTRUCT NON-STRUCTURAL __ ,---- - -. ------ 0 • ill PLANTERIRAIN GARDEN PER CLEANWATER _. ________ _ ____ ....._______ CO SERVICES LIDA HANDBOOK DWG NO.797. a - .._.-__ __ _ • a 0 • - ,J St II .....-......_ ... iir ...`I '.....--. - .." ; - (_) I . ABBREVIATIONS: 41, • . 1 - 1 - BOTTOM OF WALL • a • • a BIM BOTTOM a SW • TIGA8 D sr • 4 • 4 , CO CLEANOUT 0 I OF OVERFLOW _____ __ __ 4 4 i •4•Ac.„ TW TOP OF WALL PLAN 10 0 5 10 20 WANlimmiii WSE WATER SURFACE ELEVATION ‘ -\ri°-I SCALE:1'•1Pf i__ SCALE PLAN SCALE FEET 1 CO-3 OF-2 RIM:158.50 RN:159,00 i RIM:157.80 RIM:158.30 r6;;PE IN'.11551153 6'IE OUT:156.11859,50 m 160 /60 OF-1 C0.1 7;1::11:1: W IE OUT:155.46 CO-2 7 P-3 RIM:157.10 RIM:156.60 6'IE OUT:153.73 P-2 ;_g_____&_,..... ._ 15MOWSE RIM:158.07 W'1E OUT:153.59 r 1E IN:152.78 IEIN 153.51 FG CN CIL 6*IE IN:153.40 151160/VI 5 6"IE OUT:152.79 W IE OUT:153.40 , 158.30 WSE 1 1 (E)C8 157.60 TOP P-1 .....,,,,.,s,......).,.. , RIM:155.36 . . _. _ .. ._ _ __ 3.7 LF 016"93 1.00% _ __ _ _ a,sk aa ___.-. - -. - - - ---- - - &IE IN:152.35 12'IE OUT 152.35 ., _i 80156 EMI --- -- EG(a C/L 5.7 LF of 6"0 1.00% r\t...... ,, ' 155,3013W . _ '--). , 158.008W k . -155 ,i ' 78.1 LP of Ir 9:0 i00% 155 3 8.0 LF de'0)1 00% 51.0 LF 046-1:1 0.65% , . 6.C9 0.65% . , 44.3 IF 016'4 1.00% a 1 0+00 0+50 1+00 1+50 2+00 2+50 I PROFILE JSCALE:1-.10*H/1"=2V I 5 SHEET TRIE SHEET NO. INFO PROJECT NO: 2017482 Undwrand&Pm AIM 4.to PR OPeA,_ ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL Si CITY OF TIGARD,OREGON PUBLIC WORKS DEPARTMENT CAD DWG NLE TSHT_301-CP116 t77.eijici, a Ita . le h DESIGNED BY: SFS INII . 13125 S.W.HALL BLVD.OREGON 97223 ROTARY PLAZA CP116 DRAWN BY. SRB -"F°CIE"! . rig. 711 SE GRAN. +0 AVE n'Inc. . IN TIGARD, ' VOCE:503-639-4171 STORM WATER nua......... "-',,, ,,.v."„i` PORTIAND,OR 97214 ......"".--- REVIEWED BY: DY DATE: 5.162019 DK MU.FREE 141011.3:12.231.•SIII AT LEAST IWO KW=CMS RENEWS:44 R 00. PUNNING+OESIGIN vemv.attapianning.com TFAX 503424-0752 DESCROIGARD ftwnGARcLoR.Gov PROJ.NO: 92034 PLAN & PROFILE SHEET 28 OF 88 g i hoax DATE RIPN SC.ME AS SHOWN BEFORE MUMS 12/31/19 ,i.- - O - - - 1 ct / GENERAL SHEET NOTES n n _o .1 7...- ' T !. 1. SEE SHEET CD501 FOR 7YP PATH SECTIONS. ii , { RESTROOM (/) ! 2. SEE SHEET CP119 FOR ALIGNMENT >€ I CENTERLINE GEOMETRY DATA. 1 0 3. ALL STATIONING REFERS TO THE ,,, ` CENTERLINE OF THE PATH. 0 co-i ) GAn 1) 1r't1 4. FIELD VERIFY EXISTING FEATURES AND 3 "I n r .O n f UTILITIES AS REQUIRED. fi �:;Fr 1 IF E14 CQW;ER _ 1 S` I ' O orf,'i`tiI)) 'F_,NTFFc 5. PROTECT AU.EXISTING FEATURES 0 / WHETHER SHOWN OR NOT. 0 I O ,s 0 SHEET KEYNOTES A �; / 1. SERVICE TAP PER CITY OF TIGARD a - rr - 2. CONSTRUCT i'WATER SERVICE AND - - - - STANDARD. - - - - - �� ® / INSTALL 1'WATER METER BOX,SEE CITY )8, I 99.5•o14"HOPE OF TIGARD STANDARDDWG NO.520.CITY �_ I 4 L - TO INSTALL METER. ! `'r✓ 1 3. CONSTRUCT 2'WATER SERVICE AND ftr Q CO-2 11 INSTALL 2'WATER METER BOX SEE CITY f OF TIGARD STANDARD DWG NO.521.CITY TO INSTALL METER. 0 ® 4. CONSTRUCT IRRIGATION DOUBLE CHECK ASSEMBLY,SEE CITY OF TIGARD --. co-3 Q r STANDARD DWG NO.531. 5. INSTALL I'PRESSURE REDUCING VALVE IN .. 0 RESTROOM. SW TIGARD ST • 6. INSTALL STANDARD VALVE BOX OVER PIPE ENDS,SIMILAR TO CITY OF TIGARD 1 0 DWG NO.502.PLUG PIPE FOR / FUTURE WATER CONNECTION(BY 0 ERS). ° I 7. CONSTRUCT STANDARD CLEANOUT,CLEAN I WATER SERVICES DWG 500.(FUTURE CONNECTION TO RESTROOM( • I 8. SAWCUT AND REPAIR(E)ASPHALT.INSTALL DWGNO.180. PIPE IN TRENCH PER CITY OF TIGARD STD - - - - - - - - -- - - - - -- - - - - - - - - _ f --- / , • 9. CONSTRUCT STANDARD CLEANOUT,CLEAN 1 ii1/415;1PLAN w 0 5 10 WATER SERVICES DWG 500. La_..-_a-.a___-_-a..__ __I SCALE:r.10' SCALE PLAN SCALE FEET 10. HORIZONTAL DIRECTIONAL DRILLING(HDD) ENTRY PIT(4'x 4'ESTIMATED). 11. HDD 4'SANITARY SEWER UNDER +c p SIDEWALK. IB 160 Q. I 160 12. HDD RECEIVING PIT(4'x 8'ESTIMATED). S �$i I I EG 13. CONNECT TO(E)4'SS LATERAL CONTRACTOR TO VERIFY LOCATION AND CO 3 DEPTH. STA 1+20.50 CO-1 1 CO-2 RIM:158.86 STA 0+00.00 STA 0+31.00 IE IN:150.54 .t j IE OUT:150.54 RIM:158.30 RIM:157.88 ., IE OUT:152.95 IE IN:152.33 IE OUT:152.33 Ao U 4"HDPE 155 155 CO-3 4\' $ Ing.................. I CONNECT TO(E)4"SS CONNECTION DETAIL LATERAL AS REQUIRED, NO SCALE P!l APPROX STA 1+22.3 150 ESTIMATED DEPTH-8-9', 150 IE_*150.5 INOTE:4'HOPE SHALL BE WELDED AND DEBEADED AOPEN TRENCH HORIZONTAL DIRECTIONAL DRILL �? 0+00 0+50 1+00 S Undowound Wow ANA ,0PROaFs a Ata . ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEET TITLE 9 NO. PROJECT NO 2017.192 ♦� iy ��9 1 NFF��y PUBLIC WORKS DEPARTMENT GD DWG FILE Tu1T Sol-CPI17 w....00 7• CITY OF TIGARD,OREGON DESIGNEDBY., SRB ;• 13125SW.ri,4LLeLVD. RESTROOM DRAWN BY: SROiti ORE ti 711 SE GGRANDP Alta Plan/wig+AVE n,Inc. i TIGARD,OREGON 97223 C P 117 REVIEWED BY or """ 'PIC?a 2r,aoo o` PORRAND,OR 97214 VOICE 503639.4171 WATER & SANITARY ak mu FREE Iq y I FAX 503-624-0752 DATE 3.191019 14ownsx.casl9 R. B"a PL,A�IINO+OEI�om TIGARD LFAX TIGARo- PRor.ruo: 92034 SEWER SERVICE 29 OF 88 $' MARX DATE OESCRPTION SCALE: AS SHOWN �T fWORE YOU091 ars RENEWS 12/31/19 W altaplannlnl.cam 1 ETw 12'-0' Env PAVED PATH I. ES 7-0' 6'-0' q 6'-0' 2'-0• ES SHOUDER LANEI LANE SHOULDER I I FINISH GRADE 8 2 \"•� 2 1.5% 1.5% 15% �� FINISH GRADE _ ` -� �. . �>•�' 4.11.5% �- GUTlFILL • .• ia ii CUT/FILL .� E7W ;� cam' • 2H:1V MAX i 2H1 V MAX SAWCUT FULL DEPTH •., ., • a� .irr ` • i, ; ��` y 1 ) • .� "•rr • ; GRAVEL 0 rillitilk REMOVE • �� . • GEOTEXTILE FABRIC ..4 COMPACT EXISTING SUBGRADE SECTION TO 90%MODIFIED PROCTOR SECTION EDGE FINISH DETAIL SECTION ETM' 17-0' ETW PAVED PATH _ 7-0' 6'-0' q B'-0' 7-0' aA LANE I LANE CLEAR ZONE n I n O NOS GRAVELE SHOUDER SECTION V U 3 PLAZA PAVING/LANDSCAPE LANDSCAPE 1.5% 1 1.5% 1.5% FINISH GRADE • —1- 0 ��077,,/ �/ POROUS ASPHALT in / CONCRETE(PAC) k SECTION 'i TYPICAL SECTION @ PLAZA-CIL'P' / / / IN • .41,..-.....y.„74 •� ...."--1....... ;71 7.40.--:1170 -•, �.. • .wi WASHED AGGREGATE ' • . �'i y,��'ia •:•i�-f NOMINALCHOKER S URSE,1/2'MAX 4 0 q LEGEND • EXISTING RAIL BALLAST N N r PAVED PATH 2 / l Ir C0501 CONTROL PONT:STA&ELEV Op C.) ES EDGE OF SHOULDER $ w rr ETV/ EDGE OF TRAVEL WAY 3 ° 9 0 KEYNOTES 4r SUBGRADE co N _ 1. SHOULDER AND BUFFER AREA SLOPES SHALL BE 1.5%MAX FOR DRAINAGE AWAY FROM PATH AND SHALL BE CLEAR OF DEBRIS AND OBSTRUCTIONS. SECTION 2. ASPHALT POUR SHALL BE WIDER THAN DESIGN WIDTH TO ACCOMMODATE THE MATERIAL NOTES: 7-0' 2'-O• I LOST FROM SAWCUT EDGES,SEE EDGE FINISH DETAIL ABOVE.FINISHED WIDTH SHALL 1. POROUS ASPHALT CONCRETE(PAC)SHALL MEET THE REQUIREMENTS OF SECTION 00743 ES ETW PAVED PAIN ES MATCH THAT SHOWN ON PLANS. OF THE ODOT 2015 STANDARD SPECIFICATIONS FOR CONSTRUCTION FOR 3/8-IN SIZE MIX. PLAN 2. PAVEMENT MIX SHALL INCLUDE A PG70-22ER BINDER. I O NO TYPICAL PATH LAYOUT AND SECTION SCALE Q POROUS ASPHALT CONCRETE SECTION 2 NO SCALE F g SHEET TIRE SHEET N0. WO �OPROA a Uta ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL PROJECT NO: 2017492 1i.....0 'Ps. • .g o PUBLIC WORKS DEPARTMENT Li LAD DWG FILE: TSHT_7ro•C0S01 s N CITY OF TIGARD,OREGON DESIGNED BY: SEE Alla finning•Design,Inc. ,3125 S.W HALL BLVD. C D 501 Li DRAWN BY: sRe yR 4-''0;1 -ORE ti 4 alliiii 711 SE GRAND AVE • I TIGARD.OREGON 97223 REVIEWED�.: �. �M~"o-� �C+ 14'27.' J4 PORTLAND,OR 97214 "D' 9-4171 CIVIL DETAILS - 1 aoo�> FREE 94 R. 9Aa1a PLANIIMHD+OE8119111 FAX S03�24-0752 yU DATE 7.192019 �rLFAarr�w+wauawwn www.altapLamm�q.com TIGARD WWW TIGARD-OR,GOV PROJ.NO: 92034 eID SCALE AS SHOWN WORE MOPS RENEWS 12/31/19 SHEET 31 OF 88 I CURB END TRANSITION ' lI 1"BATTER tXTRUDED SJCN SIDEWALK S A TS Al s" NOTES. c`irrc �� L r 1 A�,�FMENT RAnE. 6 ,a 3 11',.?„. q-Q^ 1, CONCRETE USED FOR CURB SHALL T }1 - -I- 8 8 MEET A 3,000 PSI COMPRESSION --I 2' I-- 2' .. STRENGTH AT 28 DAYS. w ---- ( i. a 1� '--7-2.--'16. 36 TIP 'h a a PARKING 2. CONTRACTION JOINTS(1 1/2-DEEP) n WHEEL ^ `r `1 SHALL BE CONSTRUCTED AT ALL = STOP =l �• 9�, y a L1 CHANGES OF DIRECTION,POINTS OF (TYP) CURVATURE AND AT A MAXIMUM �% T. a '- /": 2 TYP NOTES,- 1. SPACING OF 15 FEET. AMIE 4" f I WIDE f INFS / 1. TYPICAL SIZE FOR NORMAL INSTALLATION; afO 3. FINISH ENTIRE CONCRETE SURFACE 5/25 MAY BE REDUCED APPROA. 7 TO SMOOTH AND UNIFORM TEXTURE ti (' i / ONE THIRD FOR I OW SPEED URBAN ' ',no- •• 3,T.:••. .• i ` WITH A BROOM FINISH,UNLESS - 1 „1L. ,)-36' / CONDITIONS. •�'• 244! i ....:KA, •i •• OTHERWISE DIRECTED. g I � ,;. ) 4' 444 ••4 ••• ••• • BASE COURSE LL �/i •-•:-.-1,-P.:,-•a•,!•• -:.1.:1,- •- ...:•:..",-• 1---- / ANGLE ORIENTATION 4. BASE ROCK 3/4"0",9596 ` I 2'-0" COMPACTION.BASE ROCK SHALL BE t FOR FIELD LAYOUT TO SUBGRADE OF STREET - STRUCTURE OR 4"IN DEPTH, T U' 8' WHICHEVER IS GREATER. PAVEMENT SECTION MARKING NOTE: DETECTABLE WARNING SURFACE REQUIRED IF CURB RAMP IS LOCATED WITHIN PUBLIC RIGHT-OF-WAY MOUNTABLE CONCRETE CURB 0 NTYPICAL ACCESSIBLE PARKING STALL PAVEMENT MARKING - ARROW NO SCALE CD SCALE C11) NO SCALE I a C (STROKE WIDTH) pE �� .-• BACKGROUND FS I I I- B a 1 PAVEMENT MARKING BACKGROUND: RI UP, 1 12E TROPETECTIVE" PAVEMENT MARKING STENCIL: WHAT, RFTROREET FC TI VP LEGEND DIMENSIONS (INCHES) A. A B ®©©MIIIIII I MINIMUM 28 EA 3 STANDARD 41 36 4 i 1 THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNAIE AN .ACI F S SIBI r PARKING AREA RESERVED FOR VEH,CI ES WITH DMV PERMITS. I 1 I OPAVEMENT MARKING - ADA PARKING NO SCALE 8 SHEET TITLE SHEET NO.G a PEOPR�F a Ita 111 n ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL PROJECT Na 2011.,84 'l� Pi CAD DWG FILE: TS~T D Wo PUBLIC WORKS DEPARTMENT CITY Of TIGARD,OREGONg. C D502 i� DESIGNED 8Y: SRB _� � :"II rilAlfa Planning t Design,Inc. 13128 S.W.HALL BLVD. 4 DRAWN SY: S� � w ORE Si!OM1 4 711 SE GRAND AVE TIGARD,OREGON 97223 REy, p gy; DY er«1.r..+ �C 4"4 27. J4 mem PORTL/I1VD,OR 97214 ► 171 CIVIL DETAILS - 2 0W TOLL ME S4 R. aAp1� puerato+ G R p FAX 503624-0752 DATE: 3.192019 MT1WsW(a G NM1NW.TIGARD-0R.GOV PRO.1.NO: 92034g El SHEET 32 aF 88 MARK DATE DESCRIPTION SCALE: AS SHOWN AT LEAST v10I0uK.TNYS RENEWS:1201119 WWW.alWplanMRQ.COnI I i 1 i I I . 6 PERFORATED PIPE MANIFOLD PROFILE OVERFLOW STRUCTURE INLET STRUCTURE 1 18'MIN DIAMETER DUCTILE 20' X 24'MIN DUCTILE I OVERFLOW TO IRON BEEHIVE STYLE/DOME IRON FLAT GRATE.OR , - CONVEYANCE GRATE.OR APPROVED APPROVED EQUAL EQUAL TOP OF DRAIN �1 Of • 'ii�- BASIN EABOVEFOR1111441111. �I• STANDARD COvEAST RON CONCRETE COLLAR GRADE FOR N • pRFRAME NQ�NO.310 STANOGRARDADE MANHOLE PONDING, PER I 1 11- 1-y -1 DESIGN a (HON-TRAFFIC APPLICATIONS) I=111 >11 Tf_ i -rl( 1 I I-1 h��I f_I 1=1TI-I i " ell, �� gI III III 111�11 �= II-II ILII= -1 GROWING MEauMf�il�� t 1f_li1-IT IIT ISI—rl 111_IT=III-411 » ,, ,,4• _.. , —. 1-r1-1 r1�-1=11T1= r�r-Lir=1��1s�11 \ IRINli I EI I'-111 111 11 I 11 I 11 I I I 1-11 1 11 11 11 - + (� ' . S 4'MIN. _,:„..i.:7 I I Lir 1 F.Ti 11=111-� T -11 1 ;- y V •_ CHOKER COURSE y T4)41 FINISH GRADE --17 1--171 /• !-; • 1111 11=-�- ?• • • Y 7 �. • 't ° • iy • Y' " „ (ASPHALT*CONCIRETE,OR OTHER) ��:• LI I I • I •_' _•• • 141 • L III II( I)r I i 1 1 • 111 II WATERTIGHT PSE Wt-K • • • • �Y •. • . • • • • •F DRAIN ROCK a 111-111=1 .1-.;..-';.../ .1-I ' _ PLUG WITH STOPS OR ...i. 1 4 rrl iI�I it ISI I 1 /� 111 -I r /•! II III WATERTIGHT THREADED ...... : •1., •.. .,, �►. ---- . - 111 ij �.i 1'..'we.-z;::".- • I l f CAP AS APPIIOVED BY oa' y e '' p _III-I I;7:6,4 ►/ • 111 11 LOCAL:::-ociFlo: .`� //� _ 111-) r/ i ►. I( y !S V y ,(jam , 7___� 7-11 I�-111—I r 1 1 •I I PROVIDE BOTTOM HALF NO MOLES J OUTLET TO APPROVED y� _/v �\\1 • � � Y MIN. CLEARANCE I� = - —�1 CONVEYANCE SYSTEM . ,ear• VV•-„^l� �� /� _III-I r•- 1 1=1I A PERFORATED COLLECTION �. U1.,r ( u •=-�+1- ---1/.... .:. PIPE RUNNING LENGTH OF SO c04 • r ' `� , Y r dr-it;�i��i W .-. FAC1UTY .4 _ Q 0 co- 1 1 boa t y BET EENttiEANGutM II1 ►�` 1 l 1II .I a y AND cRaur caiAR i ..: n ! 111. •• i Illi C,-�'__ _. • .y� 0., ` ,, 111 u1- 11111. PIPING NOTES: .,-- , ,. .=411,1I ., j:-_,-.1 FOR PRIVATE PROPERTY, PIPING MUST BE CAST IRON, ABS SCH40, OR PVC 5CH40. THREE-INCH PIPE IS I .1-±11E-111E-111 / .ii// 11=-_11E II1-1L-111 i1 � - 111 =1.1191.1 REQUIRED FOR FACIUTIES DRAINING UP TO 1,500 SQUARE FEET OF IMPERVIOUS AREA: OTHERWISE 4-INCH • • " 11-111'.91- =111=111=111-1,44 • .,• I I I r0I PIPE MINIMUM IS REQUIRED. PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING ' ,, 4'DIAMETER CUT � I m III I .7-1117,44".., yr CODE OUTS MIN 3 PER -11-:--1 E. ( , ♦ ••• I II ' STRUCTURE. ♦•!, 1 1 1 1 M �. FORFUBC FACIUTIES. 6-INCH OR 8-INCH ASTM 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE 18'MIN DIAMETER DRAIN SPLASH ROCK 1:1 ••1 •1•• / r• •••• Hr-II BASIN, NYLOPLAST OR 18'MIN DIAMETER DRAIN AROUND :1.1./ iI_ ICICIc1.1: i5/SI Wile::• II APPROVED EQUAL BASIN.NYLOPLAST OR STRUCTURE ki 111-...III=NON SUMPED APPROVED EQUAL 18' SII 111-MIN SUMP REQUIRED. Ill .1 --111yn1Fe M1 II=11- 1 i r Vii:% .i li iii _ II'' I 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM =i=i=•.•. • • ' • . a. Ti;i'%-I m,__TP IMPERVIOUS AREA BEING TREATED. 2. WRAP PERFORATED PIPE WTH GEOTEXTILE TO PREVENT INFILTRATION OF FINES RR 3. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. CONCRETE ENCASED 4. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. J/4'-0 3/4'-0 5. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. 1 y 6. DETENTION (IF REQUIRED) VOLUME BASED ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITION S OF MANIFOLD WITHIN THE DRAIN ROCK LAYER. 2 7. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. NOTES NOTE: 8. PIPE SECTIONS EXPOSED TO SUNUGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATION FROM THE EFFECTS OF SUNUGHT. 1. PLACE STRUCTURE ON 3/4' TO 0'BASE ROCK PLACED OVER NATIVE SUBGRADE. I.CONCRETE ENCASE ENTIRE WYE SECTION AND 45• BEND IF CONCRETE PIPE. 2.STAND PIPE TO BE SAME SIZE AS MAINUNE UP TO AND INCLUDING 8'PIPE. MAINUNE GREATER THAN 8• SHALL HAVE A 8' STANDPIPE. -1 i PERFORATED PIPE LIDA OVERFLOW/INLET LIDA DETAILS HANDBOOK CleanV4TaberServices STRUCTURE HANDBOOK CleanV Services STANDARD CLEANOUT CleanWaber Services DRAWING NO. 402 REVISED 05-18 DRAWING NO. 407 -16 I DRAWING NO. 500 REVISED 01-13 1 1 I I A 0 O0PR0% a Ita ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHE�""E s~ TND. V PROJECT NO: tDn-tet C.�gt�+ptNF�O PUBLIC WORKS DEPARTMENT CAD DWG FILE: 1314T_306CDSW 9 CITY OF TIGARD,OREGON DESIGNED� _ 13125 S.W.HALL BLVD. CD503 DRAWN BY: SRO �• N ORE,M1 4 711 SEAlta RGRANDDesign,Inc. m . : TIGARD,OREGON 97223 ° 4 �..` , VOICE:503-639-4171 CIVIL DETAILS - 3 REVIEWED BY: DY � '�"-" IC 1 27.1° o PORTLAND,OR 97214 CUL TCU.FREI aoam•arrlaent Y4 R. pg. p AIING+p�gPi wwW.altaplEllFling.com FAX SITS 6240752 DATE: 3 t9 tOt9 ATLFASYMOWOR LNG WTI TIGARD WV/.AGARD OR.G0V PROJ.NO: 92034 g MIRK are DESCRIPTION SCALE AS SHOWN WORE MID@ RENEWS:1yd1119 y, SHEET 33 OF 88 I I 1 1 I I 3 s STY JUTE OR i PROTERAIN CTION AND OUTFALL FREEBOARD COCONUTr MIN- HIGH OMATTING TURN �µORTED BLENDED SOIL ATERIAL�TGE TATER Y BLENOUOF LOAMY SOIL SAND, AND CLOOPOST THAT IS 3 W:�, BUILDING OFFSET AND , OVERFLOW TO— —3:1 (H:V)MAXIMUM SLOPE COMPOST(BY VOLUME)ANO MEETS THE OTHER CRITERIA IN THIS SPECIFlCATOIH. 1•11=1 411® IMPERMEABLE LINER AS APPROVED I CONVEYANCE. MAINTAIN ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL•BY BUILDING JURISDICTION MAXIMUM UNEAR PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL, INCLUDING COMPOST, SHALL BE PERFORATED PIPE MANIFOLD SEPARATION FROM ALL • CONDUCTED IN CONFORMANCE WITH ASTM C117/C136, AASHTO 111/127, ASTM 0422/D1140, OR ASTM D6913. FOR LENGTH OF FAdUTY: STORM INFLOW POINTS Q� THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH, 3/8 INCH, /4, #10, #20. 040. /60, 4'MINIMUM. C 4� 41,-. J i �y y /100, #200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. 7 J 1h' n — �; ; STRUCTURAL WALL PER a �+ 1 II. SIEVE SIZE PERCENT PASSING r' BUILDING JURISDICTION L11" �,A ,`..� ��/�k�11�/ ,7r`�e' ""'-' -_ - . - -AIK- " ' T�\\ /�..��{... III_ I_II DIN I 1 INCH 750-t00 ` Y\ - �, �..-�•1d •l 17-17-,111-'11 I r.. #10 40-100 A ..41 A 11111=11E-1 =i ;�:. 1 I�II�. IIJ'I-III li!-I _,IH11- I ��- '• ��1 _- /40 15-50 • I T 111uT illul�lll (=1irIT_I=11=1u=11�= 1 II-III•I� I I-I I ~IInII Til ',18�\MIN GROIING MEDIUM 100 5-251 Ips. _ r - n T 1-115 f i-_1—L I�Li n MHIT lIIST— T u-t11 i u I I / f\ \,;,.. \\/�\/\ \\, Ll l I-1 I1 III I I I I I I. I I I- I1 i I1�I1I 1 1 h .,�\\/3'DEEP(3/4'- 1/4') I • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES \,, .,,,•\ i/VA/T/v IIIIII III III-III II I IIHIIJ i-III I i .r ,iDRAIN • IT SHALL BE WELL MIXED AND HOMOGENOUS. ROOC OVERFLOW TO �%�`...,•> \`r' .' �-IT. 111 11= ]_TI-III, II... ,I �\� EAN CRUSHED • IT SHALL BE FREE OF WOOD PIECES,PLASTIC, AND OTHER FOREIGN MATTER. 1 6' TVP. 30'MIN. \,-' /.< \\ N' � r.r i�r r-i-T. ...-...-_.-_,-...-...,-,,r-,,,_-.442•1- Nf 9•DEEP(1-1/2•- 3/4O) • IT SHALL HAVE NO VISIBLE FREE WATER. CONVEYANCE /�//\//\ t• • . • v,\ CLEAN CRUSHED DRAIN ROCK Y I r FA:UIT WIDTH \�\/\ \ •4l t!`I�I'�� 'I•��.I�•+I�, i:•i...T.,„.4=,,,,, �, COMPOST • i -;(7r�. „,,,,K/ /V/VAOVERFLOW TO • �`` \` \/\j /://‘>‘). i CONVEYANCE THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING //�I�� - =2'MIN FREEBOARD :�, /\ \ \� I COUNCIL SEAL OF TESTING ASSURANCE(STA)PROGRAM. SEE WWMLCOMPOSTNGCOUNCILORG FOR A UST OF LOCAL � , - 71 ` TF �. 8'MAX POND DEPTH NATIVE ,,,,,,>,\4<:::,; /, // //Q /�/i /-� �. •. PROVIDERS. \ \ .� t\//.�j • , �,\ SUBGRADE NON-WOVEN GEOTEXTLE \�\\\ III-II-II I-Ijail- • ,\� FILTER FABRIC THE COMPOST SHALL BE THE RESULT OF THE 81MOG DEGRADATION AND TRANSFORMATION PLANT-DERIVED �/\/,�/ '•=11I-1_._ 11_111-11 /• MATERIALS UNDER OF'VIA ONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL /z\ II-III-II 1-111_11:- // COMPOSTED. FREE OF VIABLE WEED SEEDS.AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE f\/// '• (11=111 -11=III-1 • \ 18'MIN GROWING MEDIUM GENERATION. THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST*EN HANDLED. IT SHALL A�/; 1,1;7,11F-II l l ://1, MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET // /� _. =I 1.=1I }• PROVIDED BY THE VENDOR. t \\/�\/ .C. \�'\.. 3 DEEP(3/4' - 1/4')CLEAN 10071 OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. CRUSHED DRAIN ROCK /\/ : =::-•i; • \/� • THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND&5 MAX \//�/ �i��8 'r��..• / ///�i/ 9'DEEP(1-1/2' - 3/4') •• MANUFACTURED INERT MATERIAL(PLASTIC. CONCRETE,CERAMICS. METAL, ETC.) SHALL BE LESS THAN 1.0S BY \T/ati,\• •-,.r�e CLEAN CRUSHED DRAIN ROCK WEIGHT. A ,,>\\ \,/CCZ :F_+"_� 8 ._ 7.0-4‘44#- . � • THE ORGANIC MATTER CONTENT SHALL BE KNEEN 30 AND 70%(DRY WEIGHT BASIS). /� -"-:- �sj'�O!\% / • SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. / // r,\„0/<\:"\:.,,,,5,,,; ,/`//\:/��,,;-/��ycv,,, , j%>/>,:. \// COVERFLOW TO ONVEYANCE • MATURITY INDICATOR SHALL BE GREATER THAN 80x FOR GERMINATION AND VIGOR. \ \\ \ \ \.\ \ \ • • STABNJTY SHALL BE'STABLE'TO'VERY STABLE'. j `/�\�/// i \ \%'/\/� ' i /� / /\•J/.�\� WATER PROOF PVC BOOT AND • TRACECARBOMETALSGEN(C/N)RATIO SHALL BELESS THAN 25:1. �`� \ \ \ \ \ \: TRACE TEST RESULT- 'PASS' i// / ///////...// '�/ //,/}, ././i �,//^ CLAMP OR APPROVED EQUAL >%`\ \ N RAIN PE!!'DESIGN`, ! / /, • �`" � NON CONsntucnoN ?\�`/ /- / ,��\�`/ SECTION A—A I STORMWATER FACILITY BLENDED SOIL >,,,,,c_.\,, ,,, \\// \\ � �y�t'' 1. PUBLIC WATER DuwrY AND/OR ouANTTY SYSTEM • PROTECTION OF THE SOIL- THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION. / / / /' 2. PROVIDE OVERFLOW CONVEYANCE SYSTEM, OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6'MAXIMUM INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER.IN CONVEYANCE. AND AT THE PROJECT SITE I �\/�\/ �j�\� /�/�\' PONDING, PIPING TO A MINIMUM OF THE PLUMBING CODE OR CONVEY THE 25 YEAR STORM. NOTES 3. IF USING THE NATIVE SOIL INFILTRATION FOR SIZING, THE RATE SHALL BE DETERMINED BY ASTM • WET AND CONDITIONS- HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE 5 NI. PRIVATE WATER QUALITY TREATMENT I STANDARD TESTING METHODS REPRE ER A TOO WET TME GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS LOTS 2 30'MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED 4, FLOW DISSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1. FLOW • PLACEMENT OF THE SOIL-PLACE THE MATERIAL IN LOOSE UFTS, NOT TO EXCEED 8 INCHES EACH AND EACH DISSIPATORS SHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT UFT SH ENTRY COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY ON INCOMING FLOWS. ENTRY OF'THE FACILITY. COMPACT THE MATERIAL BOX SIZE (SF.) 3. VEGETATION: SEE PLANT UST IN LIDA HANDBOOK. 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR COCONUT MATTING OVER 18'MINIMUM OF • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED,INSTALL PLANTS AS SOON AS 4. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. # OF PLANTS 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR GROWING MEDIUM OR BASE STABILIZATION METHOD AS APPROVED BY THE DISTRICT. POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. 6. VEGETATION TO BE USED IN WET AREAS OF THE BASIN IS PER APPENDIX 'A' OF R&O 07-20 FOR I • EROSION CONTROL- TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION $ TYPE OF PLANTS OUTFALL THE WET MOISTURE CONDITIONS. MEASURES ARE FUNCTIONAL q 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. 1 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF 7. VEGETATION TO BE USED IN OTHER AREAS OF BASIN CONFORMS TO PLANT UST OF THIS HANDBOOK I • PROTECTION OF THE INSTALLED SOL- IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR AS APPROVED BY DISTRICT. EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO FACILITY IS BELOW BUILDING FOOTING. KEEP WORKERS,PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD SIZE OF PLANTS MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. l• NON-STRUCTURAL BLENDED SOIL LIDA FLOW THROUGH PLANTER LIDA C �PLANTER/RAIN GARDEN LIDA I I SPECIFICATION FOR I HANDBOOK eanWab Services HANDBOOK Services VEGETATED LIDA FACILITIES HANDBOOK CleanWakr Services REVISED 03-16 DRAWING NO. 797 REVISED 05-18 DRAWING NO. 798 06-16 DRAWING NO. 794 ----- -- ---- -------- I 3 1 I I 1 1 INFO Undsgwund 15.µ^ FRORf a Ita ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEETTTLE SHEET NO. PROJECT THD: 2017.1114 "E., Hguo owcFllE. rgtr PUBLIC WORKS DEPARTMENTCITY OF TIGARD,OREGON h' 13125 S.W.HALL BLVD. CD504 a S D BY. � ORE ry 4 711 P G ID• R.Ina - TTGARD,OREGON 97223 DRAWN BY SRO ° �.-.�� VOICE 503.639-4171 CIVIL DETAILS - 4 REVIEWED By, DY 0i1�""•^'� �c R r,�° o PORTLAND,OR 97214 owrauMfg y4 H,� FAX: 503-624-0752 OATS 1191019 1 0.1124lw(•n9 R. BAR Ph.APl1dW1Oi0 l ATLeAe.,wolla.vlaars W W W.altaplannlRg.eornn TI G A R D WWW 71GARD-OR.GOV PROJ.NO: 92034 SHEETg 22 34 OF 88 MARE DATE DESCRIPTION SCALE AS SHOWN WOW YoupG RENEWS:1301119 ,ij 1 I FINISH GRADE P 3• i Q 1 ROUGH FINISH SURFACE I v N 7 Pc CONCRETE SLAB ( 3' 1 8 a FINISH GRADE F. i STANDARD STEEL CHANNEL 1 J J l j / MC 3x7.1(3'x1.938') • 41111°. e ~,_J J^ J~~~~~ MULCH AS SPECIFIED #4 REBAR,4'LONG. m AGGREGATE BASE _, . . __._. . _ WELD TO CHANNEL ---�� 1 6' 1 @2'-0'O.C. GEOTEXTILE FABRIC COMPACT EXISTING SUBGRADE TO 90%MODIFIED PROCTOR SECTION SECTION COMPACT EXISTING SUBGRADE TO 90%MODIFIED PROCTOR SECTION NOTES: NOTES: 1. DIMENSIONS SHOWN ARE FOR INFORMATION ONLY, 1. TOP FACE OF STEEL CHANNEL SHALL HAVE ROUGHENED SECTION RAIL SHALL BE STANDARD GAUGE STEEL RAILROAD RAIL. SURFACE. OCONCRETE SLAB SECTION O MULCH SECTION O TYPICAL RAILROAD RAIL A TYPICAL STEEL CHANNEL NO SCALE NO SCALE NO SCALE NO SCALE 2'•6' 8' 3/4'CHAMFER ALL 3/4'CHAMFER ALL $E EXPOSED EDGES EXPOSED EDGES r (..) t FINISH GRADE FINISH GRADE 5_ FLUSH FLUSH It 4 . __. ...... - • 0 Aft • •• •• p Zo I 3 4 4 #4(�8.O.C.T36 #4©8"O.C.T&B n CONCRETE PAVEMENT PAVEMENT I !4 4 a CONCRETE �.�♦�� I d 41111::::.::!►,�•�+�� AGGREGATE P6' MIN 6" MIN I d d p en ! BASE 4..m`..*t• ��.. .. 4. ~`e _� -.47..• .�` • r�U� ! SECTION s t-v,o.• �wAi •07_ ,41 2'CLR TYP4,,,,,„.40 �� ` i. .. •r •• ` •�. ♦ �i , ♦ • • • • U L•�,• AGGREGATE .♦ • .♦ � aP �•evh ,.•• � •'� I%'•X% +, BASE •` •♦ c •�. ��' • AGGREGATE �••� • •11..---4,...o! '� ').01014111'• • •4'! ♦ �..111„�at �►• •�I�� BASE .r �• ow", ,•'a•c •u .S. •�.�;• • :,S SECTION IART'FENCE','TALL&SHORT SCREENS' NOTES: ART'TABLE'&'RIBBON' SECTION 1. LENGTH OF FOOTING VARIES,SEE CIVIL PLANS. I O RAILROAD RAIL BEDDING Q FOOTING - ART 1 NO SCALE NO SCALEg INFO SHEEP TITLE SHEET N0. ` ° '�` _____ �+ a 14- ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL 0 CAD OW N0 TS T,S7 • • 958 • / PUBLIC WORKS DEPARTMENT g. CADDWG ALE TSHT BOSADso, CITY OF TIGARD,OREGON AD501 bR DESIGNED 8Y: OST y:� RI Ma Planning a Design.Inc. i 13123 S.W.HALL BLVD. 6j� � �T ~ '' �/ O OREGON 11 i I I I ii i I a 711 SE GRAND PORTLAN OR 91214 ,�-�s �nGARo,OREGON�M23 ARCHITECTURAL 1,1 R DBI'' °Y °NLTdLFNtE �' '` FAX 5503.8394171 DETAILS — 1 1 12 DATE azo so,a AST I O WSKIWill) C9p CZ' P�w191111P1fi f OE8Ki1H sHEEr 43 of 88 AruAsrrAowawao�Ys E A� www.altaplannin4.can 0752 T T I i A R D wwwnOAriD OR.cov vROJ.NO: 8203+ MARK DATE DESCRIPTION SCALE AS SHOWN WORE YOU nn RENEWS:,Umo,S -!. 112" 1 1 RECESSED LIGHTING Iwo TOP OF WALL $ #4 REBAR @ 12"O.C.E.W. CONCRETE RETAINING WALL #4 REBAR aASPHALT PATH F EACH TREAD _ 18"TYP 7)„,...T\4 1 • 1 FOR WIDTH OF a I I 7 STAIR S a. FINISH GRADE 5 ip SLOPE TO DRAIN .� � �W � • ',/' //;;A:///,<://////-0-- i / / g . 3 Ui //�� : PATH OR SIDEWALK 1"FILLET,TYP a • r�• O • %a U EJ a � i FINISH GRADE •• 1—I • ' •t/a�W,( #a VERT.BAR®18"O.C.,TYP _ _--IF.I I I-III- , -I 119 I I- FINISH GRADE i° • •• : • • ,i-------. Eli I—i I I-III-I I II=I ' • ,,I�I I iI.I ;• •' #4 HORZ.BAR CONTINUOUS-TYP.MAX 12'O.C. -III III ��-I ISI -I I COMPACTED SUBGRADE .i <• n d • iii " • 111-----:III -- 1 --111--11(--III • • . • ,d ? CONCRETE • W • • •U (3)#4 CONT. �� „__,��' #4 BAR 18"O.C. rO��16•. s� ,� ' AGGREGATE BASE SECTION 12" 12" 12" SECTION OCONCRETE SEATING STEPS (ID CONCRETE RETAINING WALL 1 NO SCALE { SCH 40 STEEL CAP i x 1,,, _ &� 61 • DECORATIVE COLLARS NOTES: oA (8.82 OD) 1. FURNISHINGS MODEL B-1LLARD SHALL BE N BOLLARD EATHER SITE 5"SCH 10 PIPE(5.58"OD) WITH COLLARS. 2. UNLESS OTHERWISE SPECIFIED, I BOLLARDS SHALL BE POWDER COATED NM LOCK TAB WITH 1/2" BLACK WITH CORROSION RESISTANT I HOLE SLOT UNDERCOAT.FOLLOWING FABRICATION, THE RECEIVERS SHALL BE HOT DIP GALVANIZED TO STANDARD ASTM A123, i N W LOCK WELL 3 TO 4 MILS THICK. I GRADE 3. DEPTH AND DIAMETER OF INSTALLATION . HOLE MAY VARY WITH SOIL CONDITIONS. CONSULT PROJECT NOTES: CORRECT DIMENSIONS.ENGINEER FOR k• 1. DECORATIVE AREA LIGHT: .•' 8.25'OD RECEIVER g MFR: ARCHITECTURAL AREA LIGHTING HOT DIP RECEIVER GALVANIZED 4. RECEIVER MUST BE INSTALLED IN MODEL: PROVIDENCE MEDIUM DRAINAGE ROCK.NO CRUSHED OR `a MINUS ROCK DUE TO SOIL CONDITIONS t 2. DECORATIVE POLE: N 1/2"HOLE FOR#3 REBAR THE AMOURAINAGE NEEDED MFR: ARCHITECTURAL AREA LIGHTING (REBAR BY OTHERS) COULD VO UA FROMOFDAS LITTLE AS 8 • MODEL: DB3-5"0 FLUTED DECORATIVE BASE INCHES TO 2 FEET OR MORE. IMPROPER LIGHT POST STYLE TO MATCH EXISTING TRIMET `� INSTALLATION WILL VOID THE LIGHTING AT TIGARD STATION. RECEIVER MUST BE MANUFACTURE'S WARRANTY INSTALLED IN DRAINAGE 3. INSTALL POST ON PRECAST CONCRETE LAMP POLE 2.41166100 ROCK NO CRUSHED OR BASE(OLDCASTLE INFRASTRUCTURE) OR APPROVED MINUS ROCK EQUAL. ELEVATION I O LIGHT POST A REMOVABLE BOLLARD ii NO SCALE NO SCALEg G U 95� p ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL SHEET TITLE SHEET No. PROJECT NO: �17 1• � 21 � 8 a / a Ita PUBLIC WORKS DEPARTMENT CAD DWG FILE: TSHT_80S-ADSOS CITY OF TIGARD,OREGON DESIGNED BY: DBT 9 rillglpllAlfa P18nnirg+Design,Inc. 13125 S.W.HAIL BLVD. A D 50 5 ORAWHBY: OK .. y' „q�p,t � 711 SEGRANDAVE nGARD.OREGON97223 ARCHITECTURAL REVIEwEDaY: DY ��'�"�" a OREGON PORTLAND.OR 97214 VOICE:503.839-4171 •N 1pLR1EE14=2324314 SC PLANNING+ FAX: 503-824-0752 DATE 3.20.20,9 F, siivAwangrca DAYS 9pE POIGN www.anDIG° TIGARD NW..TIGARD-OR.GOV PROJ.NO: 92034 DETAILS - 5 SHEET 47 Of 88 6 MARK DATE CESCRATIDN SCALE AS SHOWN BEFORE YOU COG RENEWS:11!30/2019 _ - I I I- I- i 0 zW y - 1/2•THK CORTEN = STEEL ANGLE 17.25'WALL LENGTH O w q —8•HIGH LETTERING 1 r TOP OF WALL FRONT 1 _ _ IR SA R 87 R v- ii �1 • _ Le — i. IET �_ _J U_L�� L_J■ \./ \m 6 BEL _ r FINISH GRADE I•, 6. 1 SECTION ELEVATION WALL PLATE DETAIL NOTES: 8 0 1. CONTRACTOR TO PROVIDE SCALED MOCK-UP TO CITY ENGINEER PRIOR TO APPROVAL. CU"'to 2. WALL SHOWN HORIZONTAL FOR CLARITY.ADJUST LETTERING AS REQUIRED TO MAINTAIN VERTICAL CENTERED LETTERING ALONG SLOPING WALL. FASTEN TO WALL w/ 3. LETTERING SHALL BE ALL CAPS,ARIAL BOLD FONT,1•DEEP ENGRAVED IN CONCRETE. EPDXY ANCHORS Q 12''0.C. 4. PAINT EMBEDDED FACE OF LETTERING WITH DARK GREY PAINT AND GRAFFITI COATING. WALL --� ® NOSCALE WALL — ENTRY IDENTITY PLAN 8•GAP(VERIFY WIDTH REQUIRED rflLF AFTER WALL CONSTRUCTION) 2GAPTOP OF WALL I it s r J =m•• L 4 CORTEN STEEL WALL I fe r, PLATE,SEE DETAIL 'v z • ' • C1TY-OF$TCGARD_s--6'TALL LETTERING,TYP I m • FOLQ�ID�JOT_ FINISH GRADE PLAN 1 I ELEVATION NOTES: g NOTES: 1. CONTRACTOR TO PROVIDE SCALED MOCK-UP TO CITY ENGINEER PRIOR TO APPROVAL. 1 1. FIELD VERIFY WIDTH AND HEIGHT OF PLATE REQUIRED AFTER WALL CONSTRUCTION. 2. LETTERING SHALL BE ALL CAPS,ARIAL FONT,1'DEEP ENGRAVED IN CONCRETE. 2. GRIND EXPOSED EDGES. I 0 WALL TO BUILDING CONNECTION O ENTRY ENGRAVING .1 NO SCALE NO SCALEg RTLE 1 INFO uhrpwdSank.Nut 1STE ENGINEERING DIVISION SHEET SHEETS $ PROJECT NO 2017.112 958 a Ita TIGARD STREET HERITAGE TRAIL g PUBLIC WORKS DEPARTMENT CAD DING FEE: TSHT_QOSAD508 • N CITY OF TIGARD,OREGON R DESIGNED BY: D8T N J. AMa Plemng Desgn,InC. III 13125 SW HALL BLVD. AD506 �� 1 TIGARD,OREGON 97223 a+AWNBY: oBT � y/�, „nvmr tp 711 SEGRANOAVE , REVIEWED 8Y. DY `aa..-..� vJ OREGON � PORnwo,DR97214 "'1 �10E•5°3-639.4171 ARCHITECTURAL cou�rtFpEE PLANNING DEMON FAX: 503814-0752 oA1E 12011110 .T a.: qpE AR� www,altaplanMng.com TIGARD N1MWnGARO.OR.GOV PROD.NO: 92034 DETAILS — 6 SHEET 48 of ea MARX DATE DESCRIP1ON SCALE. ASSHOWN EEFCRE MUDS RENEWS:IVJORO+Y I i NOTES: �� .7;0. NOTES: 1. PLANTER SHALL BE PER CWS DWG 1. PLANTER SHALL BE PER CWS DWG ?�. NO.794. NO.794. a 1070' (35s2. SEE CIVIL SHT CPI 16 FOR PIPE L A r 2. SEE CIVIL SHT CP116 FOR PIPE i p INVERTS. h ,i, y y ,, dj/ INVERTS. 8 4'WIDE DRAINAGE NOTCH,TYP y y Si 1 I PATH GRADE BEHIND STEPS/WALL -SEATING STEP#3A —SEATING STEP#38 TOP OF WALL=18251 I TOP=160.90 TOP=150.90 r 3 BTM=159.90 BTM=160.40 ° ' ° l� ° 4 • TOP OF WALL=161.60 1 TOP OF STEP=160.90 ' — —i j —• • + — '" _-- Z—_ BTM OF WALL TOP OF STEP=159.90 . ° ° ° _-----=�---------- _ — -- -- — ------ '�- ° __ �_ _ ` SIDEWALK=160.00 BTM OF STEP=159.10 I I vlwa' 1.'.. L L L SEATING STEP#tA SEATING STEP#2 —SEATING STEP#18 TOP=159.90 TOP=160.40 TOP=159.90 BTM 159.40 BTM=159.90 BTM 159.40 FRONT ELEVATION T r 11._10- • SEATING STEP#38 m SEATING STEP#2 f • •+'Y AD505 •• ° • V . SEATING STEP#1A + ° + + #Y e ° ° 1 • I • ` • ° 'ma • y. '. 0 • S�4 I. moi, icy' s try 16 PLAN I IRETAINING WALL & SEATING 1. 0 NO SCALE IWO • alta ENGINEERING DIVISION SHEET TITLE SHEET ND. I PRDJECTND 2017182mSent,Mart `saE PUBLIC WORKS DEPARTMENT TIGARD STREET HERITAGE TRAIL CAD DWG FILE' rSHTj06.A T508 cm OF TIGARD.OREGON 4 DESIGNED BY* OBT rr ,. . f E r� ANe Plaruting+Deagn,Inc. tc _ i3TIGARO ORE BLVD. M23 A D 50 8 DRAWN 9Y: OBT `a ii . y4 114,2017 �4., 711 SE GILWDavE �,.. ARCHITECTURAL I DATE 0/r: Or OREGON 1 PORTLAND,OR 97214 VOICE:503 171 0/w TOLL rue C PLANMNO*0 ! FAx 503-624-0752 1403.372434440,»t 9 �` DETAILS - 8 SHEET 50 DF 88 DATE: uo.mt9 .rLFAsrrwowascwwrs PE AR WWW.auaplanning.com T G A R D FAX ARD•Of P1tOJ.N0: 92034 g 82 MARK DATE DESCAP110N SCALE AS SHOWN SOCK COM — RENEWS.11/30/2010 _ r, I 2 71- PATH GRADE BEHIND STEPSIWALL -SEATING STEP#3A —SEATING STEP#38 TOP OF WALL.162.84 '7-7-7:--------------------.--------......_____________. . i TOP=160.90 TOP=180.90 ^ • 3 BTM=159.90 BTM=160.40 • ' • , , . • •` TOPOFS7EP=180.90 y, TOP OF WALL=161.60 • 1 i� S '�- BTM OF WALL 4------------------4'— J ° ; _ _._.:7,,,........ SIDEWALK=TOP OF STEP=159.90 —• . , Y f I . —.,.•-_r S 4 BTM OF STEP=159.40 I • • , • , • J • �r —SEATING STEP#1A —SEATING STEP#2 SEATING STEP#18 TOP=159.90 TOP=160.40 TOP=159.90 BTU=159.40 BTU=159.90 BTM=159.40 FRONT ELEVATION 2V-4- Ir 11`1°" • SEATING STEP#38 Zo ' ' •' 4, WALL =" , 66 a. • • ` '• ' • SEATING STEP#2 lo ' • • • ' • . • ' , • d a •'/• • • C.) , .. . 4 . .4 a .4 ..• . a• i • • • • . . . . , , . • • 4 • • • . . •t ." % . , • ' • • . .• • 4 4 4,. , SEATING STEP#lA ' m a ` • ' • �' ��? 12 2 9 8 "3 • 4�`�G• °• i e; ti' •n S . `. ° 4 '. 1 ti a ��4 n " N e 2 n 4 PLAN I I ORETAINING WALL & SEATING NO SCALES 1 PIM Undenocund S•ows 'sTE' TIGARD STREET HERITAGE TRAIL �TGLE SHEET� PROJECT NO 20HT 8 8 •I �'�� a ENGINEERING DIVISION g / PUBLIC WORKS DEPARTMENT Q 4. CAD DWG FEE: rSHT_sOSAp50s CITY OF nGARo,OREGON A D 50 V R DESIGNED BY: OST �� 13125 S.W.HALL BLVD. N J. , ARB Planning+Design'Inc. DRAWN BY. OK �,,,� % 1141/2017 (t) �� 711 SE GRAND AVE TIGARO,OREGON 97223 DATE : 3DY 2 `b an` s OREGON �� PORTLAND,oR972u /"'►•. VOICE:503-639-4171 ARCHITECTURAL DATE ,��19 ,�, �„�_,,,, �9p Rc� a�an�e�o+o�eloN DETAILS 8 SHEET 50 OF 88 g .,tF�srnawwcNOwrs E 11 wvew.altaplannlr,{.com TIGARD www.T1GARD OR.GOV PROD.NO: 920.34 MARK DATE DESCRIPTION SCALE R4 SHORN %F RE VOUS* RENEWS:11 MORONI ,x. '! BE LEGEND '`+0 PREPARED ./ `-,, ROAD 0 STOP TEMPORARY PEDESTRIAN ACCESSIBILITY ROUTE(TPAR) Pi.41.4 W3-4 // CONSTRUCTION ZONE W20-1 T a u 5 `4: `----____ 44> TEMPORARY BARRICADE PARKING TEMPORARY SIGN i ON TEMPORARY SUPPORT Y W20-7 •• •• • TEMPORARY PEDESTRIAN • • CHANNELIZING DEVICE SW TIGARD ST 4— • • • • :I ♦7 FLAGGER ii ii 350' 1112 1 -.-1 ... 1 . FOR GENERAL NOTES DRIVEWAY SIDEWALK DRIVEWAY !•+ CR4 23 1. STAGE WORK AS NECESSARY TO PROVIDE A PREPARED TEMPORARY PEDESTRIAN ACCESS ROUTE AT ALL TIMES.FOR ROADWAYS WITH NO AVAILABLE 4 W20-1 0 STOPBE DETOURS,MAINTAIN ONE OPEN SIDEWALK AT PREPARED ALL TIMES. W3-4 W20-7 2. MINIMIZE PEDESTRIAN OUT-OF-DIRECTION 8 W20-7 W3� TRAVEL. 3. ADJUSTMENTS TO TEMPORARY TRAFFIC W20-1 CONTROL DEVICES MAY BE REQUIRED TO ACCOMMODATE EXISTING FIELD CONDITIONS. O PLAN — PHASE I eN 4. ALL SIGNS SHALL BE MOUNTED ON TEMPORARY SCALE:1'.30' SUPPORTS. T 5. ALL DIAMOND SHAPED SIGNS SHALL BE 4'X 4' WITH FLUORESCENT ORANGE SHEETING BE GI \ PREPARED BACKGROUND. Z ROAD 0 STOP 8. SEE SHEET TP100-TP102 FOR TEMPORARY NORK PEDESTRIAN ACCESSIBLE ROUTE(TPAR) PLAZA �` W3-4 i CO W20-1 f Z VISITOR CENTER : '''''''''-'-'s'----............_2:____ft, 40 •►� . PARKING - ,i n i - r4\ W20_7 / SW TIGARD ST 4.- •4-4;Zt • k II• * • • FOR IDRIVEWAY SIDEWALK DRIVEWAY 0 BE !`•• / CR4-23 8 PREPARED40 W20-1 0 STOP BE PREPARED 1013-4 W20-7 � 0 STOP �_� X0.7 w3.4 wzo-1 2 Sc.: PLAN - PHASE IIe. 30 0 +s 30 w �.__�___�_____-, t••30 N SCALE PLAN SCALE FEET A 3 SHEET TITLE c�PRa F a Ita + PUBLIC WORKS ING DDEPAR RPQIECT NO 2017-162 Undargrourd Sento Alert ,� TIGARD STREET HERITAGE TRAIL �� S4 �� PUBLIC ERINGDEPARTMENT CAD DWG FILE TSHT_90D-TC1Rb w. CITY OF TIGARD,OREGON R DE BY. MTDgn, 13125SWHALL8Lv0. TRAFFIC CONTROL PLAN • ORE _ TIGARD.OREGON 97223 DRAWN BY. MTD .�,� N ti a Jf1 SEGRANDAVE REv1EWE0 RY: DY '•"+�•► lc �4•27.V- o`` rdWPORTLAND,OR 97214 re' -- VOICE:503-639-4171 owTouR•B y4 1� FAX. 503-624.0752 DATE S.1T1019 T10637D#�larnt+ R. BSP n MOM TIGARD W*4W..T03-624OR.GOV PROJ.NO: 92034 AT LEAST TIMDNCItl(NB DAYS wwW.altaplannillQ.Com SHEET 85 OF 88 1 i MARK DATE DESCRIPTION SCALE: A3 SHOWN BEFORE YOU OP RENEWS:12.4v1B LEGEND TEMPORARY PEDESTRIAN t 1 ACCESSIBILITY ROUTE(TPAR) P i j////// CONSTRUCTION ZONE % �� `� TEMPORARY BARRICADE Z�A i TEMPORARY SIGN ON TEMPORARY SUPPORT • • O TEMPORARY PEDESTRIAN 4 _--• \ , CHANNELIZING DEVICE 4...0•j I,, CO �� BAGGER , - --', ',��l'S'j, AI �4 C' GENERAL NOTES W viii17 (Ps, s�J��0� © 1. STAGE WORK AS NECESSARY TO PROVIDE A Q �r 'C'494.17•••...W404,• �,,,, OA DELINEATED SHOULDER TEMPORARY PEDESTRIAN ACCESS ROUTE AT ,A �� tC v 0 4j ALL TIMES.FOR ROADWAYS WITH NO CWtt-t0 Osj •�� _ P AVAILABLE SI EWALK AT ALLTIMES.MAINTAIN ONE OPEN TPAR ••,44 .®,f�� / `\ ` h L=1300 FT �, �' `a/am) SW /Pi" ..,� 2. MINIMIZE PEDESTRIAN OUT-OF-DIRECTION TRAVEL NWR ADJUSTMENTS $� \_JFIC I -- 3. CONTROL DEVICES MAYEREQUY TIREDTO co ICA?�eRINE ; SW T�CTARD S] /w• `� ACCOMMODATE EXISTING FIELD CONDITIONS. S� Q j TPAR 4. ALL SIGNS SHALL BE MOUNTED ON TEMPORARY ft ® ll, ) L=210 FT SUPPORTS. ON Aft ‘ aaONAr \ � `r1a' ��_., VISITOR CWt 1.10 V' CENTER N Ci) PLAN - PHASE I SCALE:1'=200 o //////////// > /CONSTRUCTION ZO a ////////iii NE/ I -x IR MJ ca FLEXIBLE DELINEATOR, SURFACE MOUNT,TYP �'!y o • t TPAR ' �/0 a IN © �� - o e o 10 O.C.SPACING.rYP �� al DELINEATED SHOULDER vEmCULARTRAVEL 2 w ti g 0 ' AMKOWAWr CONSTRUCTION ZONE WF-S/PNWR c� F: f CJ� `-y----*- ----- „ -- 4,4222.02.4. VELNCULAR TRAVEL. i. g 1.N0RIN d TPAR W SW T1GAR0 ---......dz./�4ri% . KA r L=1910 FT , ST �� eflp e '^ , ,„ A0„p„Ar VISITOR O TYPICAL DELINEATED SHOULDER DETAIL V CENTER NO SCALE CO CW11-10 CW11.10 SCALECli) 1. 200' SCALE , _ ---- 2 PLAN - PHASE II25 250 500 9 ' SCALE PLAN SFEET A. SHEET TITLE SHEET N0. INFO �� PROFFS �' � ENGINEERING DIVISION PROJECT NO. p,,.,� �,� o,NE TIGARD STREET HERITAGE TRAIL v P F °y PUBLIC WORKS DEPARTMENT CAD DWG FILE: TSHT 906TP100 4 W 3,, , 4 CITY OF TIGARD,OREGON Iz OESE3NEDBY: e • _ AIIaPlanningrDeagn,lnc. 13t25S.W.HALL GON972 TEMPORARY PEDESTRIAN TP100 pRE r. TIGARD,OREGON 97223 n. DRAWN BY: MTD ,,,,, w ti ,� 711 SE GRAND AVE REwEWEOBY' DY `Saab...,... 1O'k2T.Z0 ,J PORTLAND,OR 97214 �--- VOICE:503-639-4171 ACCESSIBLE ROUTE (TPAR) WOW,FPS 't4 0.� FAX' 503-62I-0752 DATE 3.192019 1aotsR�uWb+n R. BAR PlAl1�1/IpiO®Ip�1 MARK DATE DESCRRTOFI sfuf ASSHONM "r`F" W U093 0�`� RENEWS:12131119 .alcaplanninq.com TIGARD WWW..TIGARD-OR.GOV PROD.NO: 92034 PLAN + �i SHEET 86 Of 88 I"'--._ BE LEGEND � .,�\ PREPARED 0 STOP TEMPORARY PEDESTRIAN F $ \ WORK 4ROAD ACCESSIBILITY ROUTE(TPAR) SIDEWALK CLOSURE, Pt-'11A �� W3� ��////// CONSTRUCTION ZONE b SEE TPAR PLAN'D'ON ,/ 1 SHT TP101 W20-1 3 .LJ TEMPORARY BARRICADE I t . U7S170R CEN( 4,0 Etd 6......" - �_ '-" PARKING i TEMPORARY SIGN ON TEMPORARY SUPPORT W20-7 • • • TEMPORARY PEDESTRIAN a e CHANNELIZING DEVICE ° SW TIGARD ST ° 4--, • 1 •7 FLAGGER II j e Al 350' Iiir : `� FOR �' ---------i—>--:------, lays GENERAL NOTES '_ ROAD DRIVEWAY SIDEWALK DRIVEWAY WORKBE Ir.* %7 CR4-23 1. STAGE WORK AS NECESSARY TO PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE AT PREPARED ALL TIMES.FOR ROADWAYS WITH NO AVAILABLE W20-10 STOP BE DETOURS,MAINTAIN ONE OPEN SIDEWALK AT PREPARED ALL TIMES. W34 W20-7 0 STOP ria____---' NORM( 2. MINIMIZE PEDESTRIAN OUT-OF-DIRECTION W20-7 AHEAD W3-4 TRAVEL. 3. ADJUSTMENTS TO TEMPORARY TRAFFIC �� W20-1 CONTROL DEVICES MAY BE REQUIRED TO ACCOMMODATE EXISTING FIELD CONDITIONS. r C.), PLAN — PHASE I ` l ` 4. ALL SIGNS SHALL BE MOUNTED ON TEMPORARY SCALE:1•=30' SUPPORTS. IP' 5. ALL DIAMOND SHAPED SIGNS SHALL BE 4'X4' WITH FLUORESCENT ORANGE SHEETING BE BACKGROUND. CQ ' \ PREPARED 0 STOP P Z \ ROAD 6. SEE SHEET TP100-TP102 FOR TEMPORARY WORK 6. ACCESSIBLE ROUTE(TPAR). PL AZA , g AHEAD W3-4 1 W20-1 • I \ •• VISITOR CENTER . , ��J♦ is PARKING I •• W20-7 > SW TIGARD ST 4—, - \ illI 7 tt T• . 350' ° 3• .� a,__ a. e • a FOR �' 6E" 1 DRIVEWAY SIDEWALK DRIVEWAY 14 BE 1-+ iii CR4-23 8 PREPARED iii W20-1 0 STOP • BE PREPARED a W3-4 W20-7 ROAD 0 STOP W20-7 WORK W3-4 @ W20.1 (Jc ' � '° IS -30 60 I O SCALE:1'=3E PLAN — PHASE II �1�T1i - ---- - -- \\) SCALE PLAN SCALE FEET A g Eg 01pp Underground Sxvice � SHEET TITLE SHEET N0. �_ PROJECT NO: 2017-192 S�PEO PROR�csS' a Ita ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL 2 ca`y AO 1 N EP °y PUBLIC WORKS DEPARTMENT CAD DWG FILE TSHT soo rc1Do rt s 4 CITY OF TIGARD,OREGON b DESIGNED BY. SRB '�ORE•N • • Alta Planning F Design,ina IN13125 S.W.HALL BLVD.DAWN BY: Mro ... N ti 4 711 SE GRAND AVE 2 . 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