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PFI2020-00440 q CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT • COMMUNITY DEVELOPMENT Permit#: PF12020-00440 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 11/17/2020 Parcel: SEG877 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Downtown Sewer CIPP Project Description: SEG 877/936/968. Rehabilitation of existing sanitary sewer pipe using cured-in-place-pipe method. Class of Work: FEES Type 2-Sidewalk/Driveway Approach Description Date Amount 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: INSITUFORM TECHNOLOGIES LLC 17988 EDISON AVE CHESTERFIELD, MO 63005 PHONE: 6365308607 Applicant: ANDREW NEWBURY 13125 SW HALL BLVD TIGARD, OR 97223 PHONE: 5037182472 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. PermitteelApplicant Signature: See applicationtiA� Issued By: ATM V" Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2020-00440 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_Sidewalkl[ 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 applicants expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Sidewalk/[ 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Sidewalk/[ 17-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads, ditches, etc.) as may be necessary,as determined by the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Sidewalk/[ 18-SEWER SYSTEM TEST Applied Notice A sewer system air-test and/or DVD T.V.test report and one set of"As-Builts"shall be provided for review and approval. PFI_Sidewalk/[ 19-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>,to establish a preconstruction meeting. PFI_Sidewalk/[ 20-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24) hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Sidewalk/[ 21 -PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms,conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Sidewalk/[ 22 -DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports, on a weekly basis,to the City's Inspector. PFI_Sidewalk/[ 23-MONUMENT PROTECTION Applied Notice Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Sidewalk/[ 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice The City's Inspector may, at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Sidewalk/[ 25-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2) persons who have authority to resolve problems, take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI_Sidewalk/[ 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements, shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Sidewalk/[ 27-PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Sidewalkl[ 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 City of Tigard N O V A ;; 2020 PFI#:202D 00� 0 111 s ENGINEERING DEPARTMENT CITY OF TIGARD 111 CANNING/ENGINEERING TIGARD Public Facilities improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: peo..v,nA ou-, 1 cwee C-I P P ElTYPE 1-Franchise Utility Work Brief description of project: R,GIAao I ;4-a-Fiovt o4- ex;s--;�nc{ performed byNWN,PGF, or utility J icy Sci lA h0. 0 Y saucy p 1 Pe. us.vl cu./eel- i it -to e - r ;p c, a TYPE 2-ROW Sidewalk/Driveway/Sewer WIGirknDOI Work performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION SE& 8771°13(a, '1 6$ • Sanitary sewer lateral installation and main line tap Location (address if available): Sw Mq,v+ sI• (FJu•h (-;,h.wc✓cwl +a 9rw) II El TYPE 3-Full Scale Development Work otvta c w C ow+'e'+e.✓Gi A CI. (c,,. 41c+.A(4• 40 Ask Aura performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: Cdry of "Tier Jolt • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: t3 t ZS Su) 1-I al l BovieuavA water service area City/State: Te cSa ra(, Or- Zip: q 1223 ❑ TYPE 4-Small Cell Technology ❑ TYPE 5-Tigard Triangle Phone: GO - 639-411I Email: ay\drev.)Vte4:0-sa+ei-o',roV Phone: CC'- 311.- L9-7Z NOTE: Type I and 2 applications may be A In dvew 'v'L^���' emailed to rowpermits@ gard-or.gov. Contact name: Phone: Goa--7tg- D1ZZ, Email: aNd' vte-E'yatal- ay. cov CONTRACTOR INFORMATION ❑ Same as applicant Name: yv15iI'v-Fo✓w1 Teraoclo 'its, CZ C. CCBNumber: I1601°1 Mailing address: 1`I(65 w I(rT Aloe City/State: -rua(a4'A , OIL Zip: 9706 i.:. Phone: co3- k86 - 62:79 Email: wlwloV r;S e eteCj;ov),GaeM ENGINEER INFORMATION Name: C e+nl-wy (A-ks-4 Et^y vlett Al Mailing address: 5500 MecJovJs 17--OO41"Z:42City/State: Co oswe jo) OPT Zip: 17o3S Phone: 5°3- q("I- Z 13 Z Email: r Voav(n i Gs e c.euvt-a✓y we.5-1-. cO lM ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ (2-71 000 (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes IBJ No Case number City of Tigard • 13125 SXX'Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-71 l-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. ANAJc&- 11/1/ 2J Applicant's or authorized a nt's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: p� zozo-- D'{-t{U Permit fee: Received by: At- Date: i l Approved by: 45: Date: /t/fib/SA' Notified by: Date: U 11 '° City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 4 li PROJECT LOCATION AYLOR'S FERRY CITY OF TIGARD , OREGON N RY R,. �1► DOWNTOWN SEWER CIPP PROJECT �R..WS �4� STREET • �� W c\ . BJ/L( ,AMA SIRE r eMCDONALD��2 RD 4 COMMERCIAL ST (ASH AVE TO MAIN ST) AND m BEEF BEND BMa°' URNAM MAIN ST (COMMERCIAL ST TO HALL BLVD) dP `I C I P PROJECT NO. I7 C I P-04 VICINITY MAP TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15,1998 AND THE OREGON STANDARD SPECIFICATION FOR CONSTRUCTION 2018. i\ - ,4'*, -' ..7.---- .------, -�� ��; INDEX OF SHEETS i \ � - NO. NAME TITLE \.� \� /�\ T 1 G-01 COVER N 2 G-02 KEY MAP,LEGEND,AND GENERAL NOTES \ \\ �- \"- 3 G-03 FLOW SCHEMATIC � 4 C-01 PLAN AND PROFILE-STA 1+00 TO STA 8+36 \, ` - � 5 G02 PLAN AND PROFILE-STA 6+38 TO STA 16+65 6 C-03 PLAN AND PROFILE-STA 18+85 TO STA 23+33 \ \ 7 TC-01 TRAFFIC CONTROL \. / \ �., _.—/ GARDEN PL . \ / PROJECT EXTENTS '. -' \ \ \ /� �' J 02, _ I------ , ' ..: % y V \ \ /- r ...., f - /`\ ;\\ --- \, '-- / 7/N''' '."' \ \ / /\) ATTENTION:OREGON LAW REQUIRES YOU TO FOLLOW (/ \ ,\ • /J` \ \- RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION\ \ / ,� ` CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090 YOU MAY \ \ r;�/ ( (NOTEN HEPIES OF THE RULES BY 7ELEPHONE NUMBER FOR TING THE RE OREGON TER. \\ \ \ \ L- _J l,, UTILITY NOTIFICATION CENTER IS(503)232-1987). \\ \, ATTENTION:NOTIFY NW NATURAL AT(503)220.2415 WHEN � \ EXCAVATING WITHIN 5'OF AN EXISTING HIGH PRESSURE , /\ / OAS MAIN. LOCATION MAP il CALL BEFORE YOU DIG , 1-800-332-2344 I a PROJECT CONTACTS ill CITY OF TIGARD-DEPT.OF PUBLIC WORKS CENTURYII OWNER: CIVIL IWEST'ENGINEERING,INC. CONTACT:JIM NELSON ///WEST TU CENTURY PORTLAND LA MACAD419.2130 AMAVE.,9287 ICE 8777 SW BURNHAM STREET 5331 SW MACADAM AVE.,#287 TEL:971-673-2942 ENGINEERING 503.639.2710 FAX TIGARD,OREGON 97223 PORTLAND,OREGON 97239 MOBILE:503-969-1101 .� � BID SET-APR.2020 [ TEL:503-718-2472 TEL:503-740-8444 EMAIL:james.a.nelson(i�dot.state.or.us ' . I �� - - CAPITAL CONSTRUCTION AND I CONTACT:ANDREW NEWBURY,PE CONTACT:RAWLEY VOORHIES,PE B,>�° EEID DATEFFD. V ENGINEERING MANAGERTRANSPORTATION DNISION ]J115 5OR NALL BLVD IE%PIRES:l-30-p20 I &O DATE VR5D, OREGON 97P13 VOICE 03-6 4- iI 93059 40084.014.01 TIGARD FAX'WWW 7ICAR560R.CO7V 52 Z PROJECT Na CWE FILE NUMBER • SANITARY SEWER SYSTEM GENERAL CONSTRUCTION NOTES c 1. THE PERMIT HOLDER 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. 03 D `-- l 2. THE ores STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS*MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS',U.S-DEPT.OF f / TRANSPORTATION,FHWA,CURRENT EDITION. W ' ." 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY TIE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND,ALSO,IN ACCORDANCE WITH A CITY �M, IX (JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN.A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 0 - 'FA' 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME.WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER.THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES(TIGARD POLICE DEPT..TUALATIN VALLEY FIRE B RESCUE),TRIMET,TIGARD SCHOOL DISTRICT,AND OTHER SERVICE PROVIDERS, \ I MH 5502A015 . „..,, . , , 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT or.EACH END OF THE CONSTRUCTION AREA ATA MINIMUM OF 72 HOURS BEFORE INITIATION OF CONSTRUCTION WORK. MAIN ST I \\1 / 6. ACCESS TO EXISTING PROPERTIES SWILL BE MAINTAINED AT ALL TIMES,INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE,AND F NOT SHALL BE CAUSE FOR WORKr I /STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 012 I I 1 I 1 / / / 7. TRAFFIC CONTROL DEVICES,FLAG PERSONS,ETC.,SHALL BE INPLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. ! . / / / MH 5502A016 / / 8. MINIMUM TRAVEL LANE WIDTH SHALL BE 12 FEET;PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. / / C-02 MH SS07A014 9. PPTHE UB CSSMR RYES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE MH 3302A013 / PqC /FlC y 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER SHALL CONTACT THE CRY INSPECTOR(503-819-4171)TO ESTABLISH A PLACE,TIME,AND DATE FORA ��3 .1.-I PRE-CONSTRUCTION MEETING. A.••q- ♦- Y 4 r9gw. 11. THE PERMIT HOLDER OR DESIGNATED CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR(503 839.4171)24 HOURS PRIOR TO COMMENCING WORK,24 HOURS PRIOR TO ANY STAGED INSPECTION.AND AFTER COMPLETING WORK COVERED BY THE PERMIT. ---- ( e. I iY ry,. ,.,,# ; ., C.03 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND AU.AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA ALL - -- '•i `T WORK SHALL CONFORM TO THE PERMIT TERMS,CONDITIONS,AND PROVISIONS;THE CRY APPROVED PERMIT PLANS AND APPROVED PLAN AMENDMENTS:AND THE CITYS 51„ MH SS35D058 STANDARDS.SPECIFICATIONS.AND THESE GENERAL CONDITIONS.CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK ___ °9L ' PERFORMANCE, Y'ayy. + • D 4 - 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER.THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED MH $$02A083 ,'D4F •- ;r ., 9 A #,.. SCE N -/u a �; IN A CLEAN CONDITION,FREE FROM OBSTRUCTIONS AND HAZARDS.A COPY OF THE PERMIT HOLDER'S CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. • aI 8 • �o TT fti rF'€�i7 ]!jam 14, 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 T I I .+J- '' BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT.THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH O .y _r y�, !j 4 4j IFa"r I f , ti#� i ,.3 t� ' 1' s 4 A y CLEAN-UP. - T 15. EFFECTIVE EROSION CONTROL IS REQUIRED.EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED IN COMPLIANCE WITH THE CLEAN WATER SERVICES AND - '1'M ,, ri-...--. DEO REQUIREMENTS.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 1 : I 1 CI I 1 r I 7'-"`I ,- -1 /� . 16. PROPERTY DISTURBED BY CONSTRUCTION ACTMTY SHALL BE SEEDED WITH A STANDARD GRASS MIX;SHRUBS,FLOWERS,BARK DUST.EXISTING SIGNS,PAVEMENT ____ `o ' I I ( I { ` 4:. I I , Y �� X.u, MARKINGS,MAILBOXES,ETC.SHALL BE REESTABLISHED,REINSTALLED.OR REPLACED WITH LIKE KIND AND MATERIAL. -- (( j - ,T. 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED.DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT AD IAI•FNT PRIVATE PROPERTY. �j 1 A SAT / PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE Of WORK TO ---- '� r�T .... '- r ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. _ N '' 18. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR ( aZ 1 LL 1 i ,�,+s`�� �` 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. q Z NOTE DAMAGE TO UTIDTIES SMALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE 1t ' 19. CONTRACTOR MUST VERIFY ALL EXISTING UTIUTIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK(POTHOLE BEFORE DIGGING IF 4 ' NECESSARY).SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY,IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE.CHANGES ' MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE.CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. ' & " ` - ,N+ y • 20. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES(ROADS,DITCHES.ETC.)AS MAY BE NECESSARY,IN THE CITY INSPECTOR'S ---- # ,yl A . / - �' • � ,/;'$ 'N �'�d `P :•" ."^ OPINION,TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT.CORRECTIVE WORK SHALL BE ,..I F`�.' } 2 . - ' -vy� DONE AT THE PERMIT HOLDERS EXPENSE. F" Y 3 ! �,A�Arf,' .`� ;• : .jF -`�1- • 21. ONE AS-BUILT DRAWING AND PDF SHOWING ALNEW PUBLIC IMPROVEMENTS.INCLUDING ANY REVISION MADE TD THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND MH SS02A035 , I ., t w. 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 'IIT ,4 a 9 ! )1' 4 ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE(FORM ATTACHED).IN ADDITION,THE APPLICANTS AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. I { I 1 1 -4 19 9 A../ THE APPLICANTS ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE(MANHOLES,CATCH BASINS.WATER VALVES. I I,. !i' .xK y S , HYDRANTS.AND OTHER WATER SYSTEM FEATURES)IN THE DEVELOPMENT,AND THEIR RESPECTIVE XAND Y STATE PLANE COORDINATES,REFERENCED TO NAD 83(91). y '_'_�' A°' '„y ',a 4 INCLUDE ACROBAT(^.PDF)FILE AND ONE 11-NCH BY 17-INCH COPY OF AS-BUILTS. I1+,4 r- 1 I `) 22. THE CITY INSPECTOR MAY,AT THEIR DISCRETION.REQUIRE PROVISION OF TESTS OR REPORTS FROM THE PERMIT HOLDER.OR THE PERMIT HOLDER'S ENGINEER OR I g CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE.SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S .�mayy N FI y.. '� ' ,. r , EXPENSE _ - R !� !1 ♦. ,:.YF. T W !i ``+'.N.. 23. THE PERMIT HOLDER SHALL PROVDE ACMPY OFAPROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY 1 I- ASH AVE I 34M - L• i, 23. y1 F' CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. k, / A 24. EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE PROTECTED.REPLACEMENT SHALL BE AT THE PERMIT HOLDER'S EXPENSE. , e I#y "L �- I 1 25. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR,IN WRITING,THE NAMES AND 24-HOUR EMERGENCY TELEPHONE NUMBERS OF TWO PERSONS WHO HAVE Q' T `y AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION,AND,IN GENERAL,WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY.THE PERMIT HOLDER SHALL NOTIFY 2 I ,..4..r,�.y ,,1,.-_, l I- ' f - �''NIM 0 1 Da' 200' THE CITY INSPECTOR IN WRITING OF ANY/ALL ASSIGNMENT CHANGES. g - I j i ------- 28. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR.IN WRITING.THE NAME AND 24-HOUR EMERGENCY TELEPHONE NUMBER OF A `LI U DESIGNATED'COMPETENT PERSON-RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA CHAP.437.DIV.3 CONSTRUCTION,SUB-DIVISION P-EXCAVATIONS.THE ' * SCALE I•=100' CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR IN WRITING OF ANYIALL ASSIGNMENT CHANGES. 27. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRYANDKIREASEMENTS PRIOR TO STARTING WORK.PROOF OF EXISTING LEGEND PROPOSED LEGEND 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 PERMIT HOLDER'S FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BYPASS PUMPING OF SANITARY SEWER DURING CONSTRUCTION OF NEW PIPE. -"-"- PROPERTY LINE SS SANITARY SEWER MAIN 29. BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES,THE PERMIT ---SS- SANITARY SEWER MAIN - - SANITARY SEWER SERVICE HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION.ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 30. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS.THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2018 OREGON --- STORM SEWER LINE m SANITARY SEWER MANHOLE STANDARDS SPECIFICATIONS FOR CONSTRUCTION.2017 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF TIGARD. 31. UTILITIES SHOWN ARE BASED ON THE CITY OF TIGARD GEOGRAPHIC INFORMATION SYSTEMS(GIS)DATA THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE -- - - h WATER LINE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS, 32. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS.LICENSES AND CERTIFICATES RELATIVE TO THE TRADES TO CATCH BASIN COMPLETE THE PROJECT AND FOR THE USE OF SUCH WORK WHEN COMPLETED.COMPLIANCE SHALL BE AT ALL LEVELS,FEDERAL.STATE,COUNTY AND LOCAL,RELATING TO THE PERFORMANCE OF THE WORK- . FIRE HYDRANT II 33. MANHOLE STATIONS PROVIDED ARE AT THE CENTER OF THE MANHOLE BASE. + 34. CONTRACTOR SHALL COMPLY WITH AU.PROVISIONS OF OREGON DEPARTMENT OF TRANSPORTATION PERMIT TO OCCUPY OR PERFORM OPERATIONS UPON A STATE ROAD. SANITARY SEWER MANHOLE STORM SEWER MANHOLE 9 35. ANY INSPECTION BY THE CITY,COUNTY,STATE,FEDERAL AGENCY OR ENGINEER SHALL NOT,IN ANY WAY.RELIEVE THE CONTRACTOR FROM ANY OBLIGATIONSi TO PERFORM 8 WORK IN COMPLIANCE WITH THE APPLICABLE CODES,REGULATIONS,CITY STANDARDS AND PROJECT CONTRACT DOCUMENTS. II 36. PROPERTY LINES SHOWN ON PLAN SHEETS ARE APPROXIMATE AND FOR GENERAL DELINEATION PURPOSES ONLY AND ARE NOT MEANT TO REPRESENT THE ACTUAL WATER VALVE PROPERTY BOUNDARIES, r I 37. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION SAFETY,HEATH AND OTHER RULES AND REGULATIONS FROM OSHA.DELL WATER METER STATE.AND LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING.BUT NOT LIMITED TO,SHORING,BRACING,ERECTIONANSTALLATION. F5FALL PROTEcnoN.GAURDRALs.ETC. BID SET-APR. 2020 sue--. (� Revisions and Adderldums /// ENGINEERINGBLICWRK TIDE AR SHEET 'p C+p Revisions Date No. By CENTURY ENUOWORGSVISION MEN* CITY OF TIGARD S_02 1:1[11. � �--411114%1,,,,,,¢¢¢ - WEST " •S. w DOWNTOWN SEWER CIPP PROJECT 2 ( W 8 Z VOICE 5WJ-639-4171 OF ]iI I `/- D. V ENGINEERING TIGARD FAN.- 6OFGOV2 7 8! ONE INCH(REF) 'EXPIRES:830.2020 KEY MAP, LEGEND, AND GENERAL NOTES FILE NO DESIGN:RV I DRAWN:AJF I CHECK: RW PROJ,NO:93059 !BID ON: 0 J r L--� /----__: w ; \ \---______ / / / 7 I / l�__ 1 \ �\, \ I - MH 5502A013 I ' \1mp�\ 1 j __� MH S507A014 1g _� �-1 / `__�_ 1 1 \\\ 1 MH SS02A015 18+� 1T*O +00 Oss��Es-I------ES yy 20.p0 ( C_____�.._ MH SS02A076 I MAIN ST \ 1 16.00 —SS �_41 ss ?1. I I PACIFIC �--� — — 1 13*00 014.00_ ss r '�ss". ` 1 H"(99W9 MH SS02A017 11+00 tZ+00 ss�}T ss 1 Is00 .o0 1°+57 ss—+— ..F_ ss --1 4__-- —1 --I-_,... s�_sv 23.E z ss B SSA-��� 1� _�1 1 _ 3. ___ l--"_— I I � MN 5535D058 ��g ( \ I ;I 11 I / � �/ i 1 j I t .I �' — \ / /..',. T., 1l ,I \ I I� , \ ---\ I .I I / /_ r fi \ 1 _jco I I / I 11 I IB I 11 ---_— ', U I 11 1�-- - oi I �- ,.g_ I I / NN •j\-- 1 \ �, . I i ,I 1-1-- , I I / y I I $ MH 5502A083 I I I // I / / j v I \ \ /\ I I I - I — �I .IAl--- \ I / / I III - , -� I / r j' I r r-J I I _ y a I _ / U , j r ,I A ot t g I-- -__1 j - % % N,: ._-------------4 \''....\ , \ \ ...._..../ . I I / Il 1 I_ MH SS02A035 j \ /% / /-�__--' I s — � � ; / ; N - - / NN 3 I I , \ I —� � j a .I I I I tj \---- I I \ B I I \ I 1 I ! /' \ SCALE r=sa 4 S5 BID SET-APR.2020 se tip Descrip on��dendums pd1e No By CENTURY CITY OF TIGARD SHEET ENGINEERING()VISION `/// PUBLIC WORKS DEPARTMENT WEST 3i25 5". ""��. DOWNTOWN SEWER CIPP PROJECT 3 ✓_' r R. nG+HO, OREGON 9]21J OF W 8 2000 VOICE:503-639-4111 •� ENGINEERING FAX: 503-624-0752 �! ONE IN—) TIGARD w»W.nrrRQ-OR.GOV FLOW SCHEMATIC FILE NO [EXPIRES:5-30-2020 I DESIGN:RV I DRAWN:AJF I CHECK: RW PROJ.NO: 93059 I BID ON: SEGMENT #1 DATA SEGMENT#2 DATA CONSTRUCTION NOTES MH SS02A035 TO MN SS02A083 L=375' MH SS02A083 TO MH SSO2A017 L=360' 1❑ REPLACE EXISTING PIPE WITH 10'DIAMETER PIPE UTILIZING CURED-IN-PLACE PIPE.PREPARE HOST PIPE STATION DIRECTION/POSITION COMMENTS ACTIVE STATION DIRECTION/POSITION COMMENTS ACTIVE IN ACCORDANCE WITH SPECIFICATIONS. SERVICE SERVICE 1+00.00 - MH SS02A035(DOWNSTREAM) - 4+75.46 - MH SS02A083(DOWNSTREAM) _ �2 EXISTING SERVICE LATERAL TO REMAIN.RECONNECT EXISTING SERVICE TO NEW CIPP MAIN. 1+32.46 EAST(10 O'CLOCK) SERVICE YES 5+33.46 EAST(11 O'CLOCK) SERVICE YES 2+67.46 WEST(2 O'CLOCK) SERVICE YES 5+74.99 EAST(11 O'CLOCK) SERVICE(ROOT BLOCKAGE) YES \ 2+91.66 EAST(10 O'CLOCK) SERVICE YES 5+85.59 WEST(1 O'CLOCK) SERVICE(PROTRUDING) YES 3+33.56 WEST(1 O'CLOCK) SERVICE(PARTIALLY BLOCKED) UNKNOWN 6+13.39 WEST(1 O'CLOCK) MINOR BLOCKAGE - \l 3+34.06 EAST(11 O'CLOCK) SERVICE(PARTIALLY BLOCKED) UNKNOWN 6+19.89 EAST(11 O'CLOCK) SERVICE YES 4+09.66 EAST(11 O'CLOCK) SERVICE(ROOT BLOCKAGE) YES 7+27.79 WEST(1 O'CLOCK) SERVICE YES \ 4+33.46 WEST(1 O'CLOCK) SERVICE YES 7+54.29 WEST(2 O'CLOCK) SERVICE YES o�, 4+47.36 EAST(11 O'CLOCK) SERVICE YES 8+35.89 - MH SS02A017(UPSTREAM) - 4+75.46 - MH SSO2A063(UPSTREAM) _ SCALE 1'=3e' 4IrT SCANDIA BALLROOM TRIMET -- ( OREGON .,I L\ ' MOTORS '.. - DANCE TRANSFER a,,' RIFLE IF I COMPANY ' STATION ' WORKS I# i III I I I I • I... I ,I f MH SSO2M a c"F.. 1.00 2+00 I 3+00 I ' 4+00 I 5+00 / .6+00 7+00 . f I 8+00 M----_m _ .,ym-SS---. \ ss ; I-ss ss ss ss ss ss ss ss--1--/-ss-3— ss�-ss T—I ss ss -Iss— I ss SS I is. BE ss I ss MH SS 2A035 \ I �/ • t COMMERCIAL ST SEGMENT#1 MH S502A083 I I I--I p // I I SEGMENT 82 ZJ 2 +� I - / I I 3 ----------__--- - ---�----- -- — — ---- - --r-----------�- - ---- —I--------- ----'--------- �-- —� 7'. — I \ ,Lm1 El4, ElI p ElI 4 ,-- s El p © SEGMENT 43 .... 1• I I I I u I I' IF THE I CASCADE I I PADDLE I Z BROOM SOUTHWEST , MOBILE , THE ELAINE KING PALACE m` R FITS LANDSCAPE ! VILLA 1 i • BUILDING i CLUB I I SEE SHEET C-02 FOR CONTINUATION 185 I I 185 180 STA8+35.89- 180 EXISTING GRADE MH SSO2A017 175 --._ _ _ — — — — - - RIM:167.68' _.— - r _ _ _ 6'IE IN(NE):157.90' 175 _ - . 10'IE IN(SW):157.90' 170 I , ////''''STA 4+75.46 - - - - -- -- — _ 10"IE OUT(SE):157.80' 170 STA 1+00.00 MH SS02A083 MN SS02A035 RIM:174.75' r 165 RIM:170.19' ���---777 10"IE IN(NW):156.2T 165 1 10'IE IN(NW):155.46' (lI 10'IE OUT(SE):156.1T 160 .-- 8"IE IN(SE):155.46' Ill 10'RCP,L=360',S=0.004 FT/FT 160 15-IS OUT(SW):155.36' 10"RCP,L=375'.S=0.002 FT/FT 1 155 — — 155 1 1� r 150 150 F1216 OR F1743 NOMINAL THICKNESS=6 mm 1+00 2+00 3+00 4+00 5+00 8+00 7+00 8+00 8+50 i ,, ,, BID SET—APR. 2020 ( �r,� Revisions end AErlenCums ENGINEERING DVISION CITY OF TIGARD �Ep( ,i by Description Data No. By ///CENTURY PUBLIC WORKS DEPARTMENT OF 14 • WEST ,3125 S.W. HALL BLW. 4 FAX: . 3-62S 07523 DOWNTOWN SEWER CIPP PROJECT 9 20: VOICP 503-539-4171 FAX 50J-624-075T 7 ENGINEERINGimil TIGARD Wri111TIGARO-wr.ccV PLAN AND PROFILE - STA 1+00 TO STA 8+36 FILE NO 11 ONE INCH(REF) EXPIRES:6-30-2020 DESIGN:RV IDRAWN:AJF !CHECK RW PROJ.NO:93059 (BID ON: SEGMENT#3 DATA SEGMENT #4 DATA CONSTRUCTION NOTES MH SSO2A017 TO MH SSO2A016 L=399' MH SSO2A016 TO MH SSO2A015 L=209' 0 REPLACE EXISTING PIPE WITFI 8"DIAMETER PIPE UTILIZING CURED-IN-PLACE PIPE.PREPARE HOST PIPE STATION DIRECTION/POSITION COMMENTS ACTIVE STATION DIRECTION/POSITION COMMENTS ACTIVE IN ACCORDANCE WITH SPECIFICATIONS. SERVICE SERVICE EXISTING SERVICE LATERAL TO REMAIN.RECONNECT 8+35.89 - MH SSO2A017(DOWNSTREAM) - 12+34.66 - MH SSO2A016(DOWNSTREAM) - EXISTING SERVICE TO NEW CIPP MAIN. 8+35.69 NORTHEAST SERVICE TO MANHOLE YES 12+34.66 NORTHEAST SERVICE TO MANHOLE YES 8+85.89 SOUTH(1 O'CLOCK) SERVICE(PARTIALLY BLOCKED) UNKOWN 13+08.16 SOUTH(9 O'CLOCK) SERVICE YES 9+10.09 UNKNOWN(12 O'CLOCK) SERVICE?(FULLY BLOCKED) UNKOWN 13+83.16 NORTH(3 O'CLOCK) SERVICE YES 10+52.36 SOUTH(9 O'CLOCK) SERVICE(PROTRUDING) YES 14+43.86 - MH SSO2A015(UPSTREAM) - 11+32.66 SOUTH(9 O'CLOCK) SERVICE YES 11+34.86 NORTH(3 O'CLOCK) BLOCK(ROOT MASS) - SEGMENT #5 DATA 12+20.06 SOUTH(9 O'CLOCK) SERVICE YES MH SSO2A015 TO MH SSO2AO14 I_se 241' ° 7m 60' 12+34.66 - MH SSO2A017(UPSTREAM) - InITI NO SERVICES SCALE I'=w' 1 �,F�STATE NO YEN'S NEW MAIN ST s-, ALL STOP T--�-- pq r FARM LIMIT CHINESE SHOES ', STAMPB , PIPES AND i --�-- (9gW ti SHOE 1 STATIONARY ( ` TABACCO ACE SEWING TIGARD MAIN -'-�_ RAPAIR I `, 8 VACUUM I STREET CLEANERS J, . �, 1z. — - - I 1— - - - - a I . 4 \ �.$, ""' °',fir k MAIN ST \\ $, .> P SEGMENT k3 \ MH SSO2A015toi.MH S502A014 I 0 r \ SEGMENT " c 1 Z MH SSO2A017 © rSEGMENT#4 \ I� I + U 9+00 10+00 11+00 " 12+00 13*00 1 14*00� 15+00 1 . 'SS- 1fi+00�L SS 9S yb 17156+00 O SS s ssIss !g sq-.+•• .st +00 ss ss ss 1 ss I ss \\}ss f—ssI ss I ,+'s: - L �� • ,; `_, n`- MH S302A016 I -_— ---__—' L' .. .. .,.r, . U I SEGMENT#2 �^ '` b . • ( AMERICAN I I N I , '` M ' FAMILY ARCADE .. t Z 1 _ •. T INSURANCE CLUB ( i LI 1 _ - - O I PADDLE PLACE I UNITES STATES - • O0 I I ��` i I 1 TABLE TENNIS ' 'POSTAL SERVICE ,a I I I i -,,,..1 MCDONALd31• x ` SEE SHEET C-03 FOR CONTINUATION 200 200 195 - — - 195 STA 12+34.66- 190 - MH S502A018 _ S_0,p42 FTIFT - - 190 RIM:178.74' g•RCP.L'241', 185 __ 8"IE IN(NE):175.59' _ - �� 185 8"IE IN(NW):175.59' ��- 8+35.89 8•IE OUT(SW):175.49' o STA 18+84.58- 180 /STA MH SSO2A017 --" 8"RCP.L�209'.5�.028 FTIFT MH SSO2A014 180 RIM:167.88' EXISTING GRADE _ RIM:196.35' 8"IE IN(NE):157.90' _ — — _ ,- STA 14+43.86 8"IE IN(NE):191.70' 175 _. - — MH SSO2A015 8"IE OUT(SW):191.60' 175 10"IEO OUT ):157.' 10'IE OUT(SE):157.80' ._ _- _ -- - Q RIM:167.30' 170 -- L=399'.$=0" Eiril 8"IE IN SE):181.48' - g'RCP, 170 l 165 I 8'IE OUT(5W):181.36' 185 ! 160 160 4l —1� ASTM F1216 OR F1743 7 NOMINAL THICKNESS=4.3 mm II 8+25 9+00 10+00 11+00 12+00 13+00 14+00 15*00 16+00 17+00 0 prRog BID SET-APR.2020 ' Rehsions and Addendums ENGINEERING DVISION SHEET �� � Dana Dale No. By , #CENTURY t PUBLIC WORKS DEPARTMENT CITY OF TIGARD C-02 11/ `- 441, WEST "'27518 'u"�� DOWNTOWN SEWER CIPP PROJECT 5 l $47, 'a iooe t+y .-50 4171 OF 1i111 �p1� FAX; EAR-OR.G 752 7 FY D Y E N G I N E E R I N G TICAxn 1YR T/RO aa.�oV PLAN AND PROFILE STA 8+36 TO STA 16+85 FILE NO �! ONE INCH(REF) EXPIRES:830 2020 I DESIGN:RV I DRAWN:AJF I CHECK: RW PRO1.NO:S O5S I BID ON: SEGMENT#6 DATA SEGMENT #7 DATA CONSTRUCTION NOTES MH SSO2A014 TO MH SSO2A013 L.200' MH SSO2A013 TO MH SS35D058 L=448' ❑i REPLACE EXISTING PIPE WITH 8"DIAMETER PIPE UTILIZING CURED-IN-PLACE PIPE.PREPARE HOST PIPE STATION DIRECTION/POSITION COMMENTS ACTIVE STATION DIRECTION/POSITION COMMENTS ACTIVE IN ACCORDANCE WITH SPECIFICATIONS. SERVICE SERVICE ❑2 EXISTING SERVICE LATERAL TO REMAIN.RECONNECT 16+84.58 - MH SSO2AO14(DOWNSTREAM) - 18+84.76 - MH SSO2A013(DOWNSTREAM) - EXISTING SERVICE TO NEW CIPP MAIN. 17+04.36 NORTH(3 O'CLOCK) SERVICE YES 19+94.10 NORTH(3 O'CLOCK) SERVICE YES 18+84.76 - MH SSO2A013(UPSTREAM) - 21+11.70 NORTH(3 O'CLOCK) SERVICE YES N BANK 21+62.80 OF NORTH(3 O'CLOCK) SERVICE YES 23+32.70 - MH SS35A058(UPSTREAM) - 0 30' 60' SCALE 1'=30' 1 �@@�� sA I 1I ++°7 [ I 1ST CHOICE TIGARD OREN ' JOY ROSY / / �i AMERICA AUTO SERVICE I PSYCHIC PAINTING I / CINEMA NAILS � SHOP / I I &SPA V ,Y ^)! ' k, \ ‘,. I 7 ---J -------- L -- I ----' - I I ----- -- i------------------= I I _..--) I 7,, { SEGMENT#7 PACIFIC HWY(99W) p 0 MH SSO2A013 1 Q • '"' 19+00 20+00 21+00 22+00 23+00 23+33 I SS 9S1 SS—I-I-SS SS I SS SS--SS I I SS I SS SS-I SE ISS Z SEGMENT A8 8 �1/ - Z _ _n . .. - 18*� MH SS35D058 • p ,, © d as ! d'. w ._� -1-- 1 , i / 7 . , , ,, 3cN .s---A-74 ,ef I \ MIXERS ', {F',.' / W " W BAR&GRILL W MH SSOZA014 A $� ° / I ' ,`, Q) , -� Y W ✓ '• - ORTHODONTICS ' PACIFIC PLAZA - - =7 ' Aliaiii 220 220 STA 23+32.70 215 STA 18+84.78 - MH RIM 208.58\ 215 STA 18+84.58 MH SSO2A013 EXISTING GRADE RIM:208.98' 210 f MH 3302A014 _ RIM:203.20' 8'IE OUT(SW):201.38' 210 RIM:196.35' 8'IE IN(NE):195.20' - - V 8"IE IN(NE):191.70' 8"IE OUT(SW):195.10' 11�� - - V 205 8"IE OUT(SW):191.60' — — — — _ — — _ ,.J I - 205 2� ❑ i u _ 7 8"RCP,L=448'.5-0.014 FTIFT 200 1 195 B"RCP,L-200',S=0.017 FT/FT 195 !� 190 _ ABTA F12180R F1743 190 NOYNAL THICKNESS 4.5 mm II 16+75 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 7 }( (f. PROFe BID SET-APR.2020 JC+ Description isions and Addendums Date No. BYCITY OF TIGARD SHEET !f — `///CENTURY ' ENGINEERING^ OVISION PUBLIC WORKS DEPARTMENT C-03 % WEST 'J125 7Y WARD, 9772w . 8 zee H f1]1 DOWNTOWN SEWER CIPP PROJECT OF Py o. yOOP ENGINEERING TIGARD INIiK7xnno-oaGOV 7 Ie ONE INCH IREFI 'EXPIRES.S30-zo20 I PLAN AND PROFILE - STA 16+85 TO 23+33 FILE NO DESIGN:RV I DRAWN:AJF I CHECK: RW PROJ.NO:nwss I BID ON: / / IF THROUGH AND/OR TURN LANES CANNOT BE 0 6n 120' MAINTAINED IN CONFIGURATION SHOWN, I CONTRACTOR SHALL BE REQUIRED TO PROVIDE FLAGGING PER ODOT REQUIREMENTS. SCALE r=so' • t _ . i� AHEAD —] /-—I . �:#yr + �s TAPER LENGTH SHALL MEET REQUIREMENTS 36"W201' a, " `5 INTO sERVICE CINEMA ( /' •-- .` 40-' D s \'''^ems. t a < •, roRCErrt •; cr __3.� LEFT URN L '7 _ T : • END `,' ..:.....--... t BANK OF CLOSED vevcwc: CLOSEDE NEPD/a 36 AHEAD; '- �` S t � !� 28"ROADWORK a MADNESS ) AMERICA 36� snoP 36' 9 3a W2 .: T - :41-, CENTER ST G20-2 MOTORµORN9 —� cw231 1 0.1 j - 3 ' k e i e e ,S za ^ 7-, - t, WORK ZONE 8'B(111)L 350' 350' •-•may-♦-•-�♦-r y-a-fey-• y.. PACIFIC HW`� 2(9509,W) Lam-BUFFER=125'—.-� ( y///// IC 250' —0 4 tr 4 E 4�-a-r•-�� r� ti_�,'Rs, «�.•`a ♦-r 1/ .' YJ,i.,ER%7///�L • 250, , 4 —_.� • Ta.. V.Fol��wa-•' L • __—__L� _ --_— _�- —_ f� R T 1.. _-- TIGARD MAIN '� 24 �� y ' WORK ZONE Z. • ISIREET CLEANERS_-_' ' r '� REM \ NI%ER96ARl O 36 �{ • �__ �__ f / .4 END -.� • " I nce� ,/ OR22-B r ' Q! �. GRTNLDw+rlcs DRIu V 28"ROAD WORK. 11 36' ' Avncwlu ' (MOUNT ON B(11)LR) c a �T; ••- • �.. 1 _�' .g� ,. Q4� 4 - PPLIFIC i. _. ` ". V / G2D-2 ROAo I WORK �y� _ �.. W4 2 `--/ �J/ 24" \- �p }� v '� ANEAO r" � wx0.5a' \ _- r----1Da—`— , AA-..__._.._.�r� j r,_,,^^� . .IC / '�' ''- 00' ,{` A ® MAINTAIN ACCESS TO BUS _ ,- /11\ , ° OR22-B STOP AND DRIVEWAY W20-1 \ -�� -`; +36" s '(MO TON B(11)LR) (f to / Lffi . ,, 1 • 3s 1 MPS DNS 36 '�- �, .. p x • \ -a _�� \ `3 AIfAD vr' L 'a N LAN • ,-*y 'p e {• » .... �. .. 36" j TUPH IANE :� '�i' • v. L[ � z. '•� I _{' ,. • \L09E0 3. , . .r a ' '_, ,p . •• W20-1 CW23-12 C • CW23-13 ' `` ii • -/ : ». ' \ 'av ` \, • rMCDOWILD'S1 TAPER LENGTH SHALL MEET REQUIREMENTS \- J , \,. \------------ -_ '•� III`! \ '•, ,• ', �_•` `T. ` OF ODOT STANDARD DRAWING TM800 .5 / TRAFFIC CONTROL NOTES LEGEND 1. SIGNALS TO REMAIN OPERATIONAL DURING BARRICADE TYPE II ^ CONSTRUCTION.CONTRACTOR TO PROTECT AND MAINTAIN ALL TRAFFIC SIGNAL COMPONENTS. BARRICADE TYPE III -+ 2. CONTRACTOR TO PROVIDE MINIMUM 2,000 WATT WORK CONSTRUCTION WORK ZONE f'///////////A LIGHT WITHIN EACH WORK ZONE DURING NIGHT WORK. 3. WORK HOURS SHALL BE LIMITED TO 9 PM-5 AM,7 DAYS PLASTIC DRUMS(20'MAX SPACING) 0 0 0 0 A WEEK. TUBULAR MARKERS(20'MAX SPACING) • • • • 1 11 x „49 PRgcF BID SET-APR.2020 SHEET �� ' ReWSlons and Atldendums ENGINEERING DVISION CITY OF TiGARD • Art.,,., Descnplion Date No, By PUBLIC WORKS DEPARTMENT TC-O 1 CENTURY DOWNTOWN SEWER CIPP PROJECT j,,� WEST TIGAR S.W.GON 722J { pp^Or`� WICK 50J-619-41717 FAX. SOJ-62h0]5T OF li Y D. V ENGINEERING TIGARD wIWT6A NO-OR GOV TRAFFIC CONTROL FILE NO 14 ONE INCH[REF) [EXPIRES:6-30.2020 I DESIGN:RV I DRAWN:AJF I CHECK: RW PRQI.NO:93059 I BID ON: